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Home My WebLink AboutSouth River Terrace Phase 2SW R O Y R O G E R S R D . ( C . R . N O . 3 1 5 0 ) SW KESSLER LN SW R I V E R T E R R A C E B O U L E V A R D SW RUBICON LANE SW P E R T H R O A D SW PERTH ROAD SW N O O S A C O U R T SW RIV E R T E R R A C E B O U L E V A R D SW 1 6 5 T H A V E N U E SW EVERTON STREET SW DARLING LANE N: \ p r o j \ 3 9 5 - 1 0 3 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s - C D S u b m i t t a l P H 2 A s b u i l t s \ 3 9 5 1 0 3 . ( 1 0 0 ) C O V E R - P H 2 P D M O D . d w g - S H E E T : 10 0 Fe b . 1 3 , 2 3 - 4: 0 7 P M br e t t REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KCS CONSTRUCTION 395-103 01/04/20221ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 2 RENEWS: JUNE 30, 2024 COVER SHEET 100 1 INCH = 200 FEET 200 100 200 SCALE 0 TL 1200 & 1400 TOWNSHIP 2 SOUTH, RANGE 1 WEST, SEC. 7 W.M. CITY OF TIGARD WASHINGTON COUNTY, OREGON SOUTH RIVER TERRACE PHASE 2 SW R O Y R O G E R S R D . SW BULL MOUNTAIN RD. PROJECT SITE KITTELSON ASSOCIATES INC 610 SW ALDER STREET STE 700 PORTLAND OR 97205 P 503-228-5230 CONTACT: ULIA KUHN PE TRAFFIC ENGINEER: GEOTECHNICAL ENGINEER: SWCA ENVIRONMENTAL CONSULTANTS 434 NW SIXTH AVENUE STE 304 PORTLAND OR 97209 P 503-224-0333 CONTACTS: MIRTH WALKER PWS CWD NATURAL RESOURCE CONSULTANT: PACIFIC COMMUNITY DESIGN INC 12564 SW MAIN ST. TIGARD OR 97223 P 503-941-9484 CONTACT: KRISTINA KOLTAVARY RLA LANDSCAPE ARCHITECT: GEODESIGN, INC./NV5 15575 SW SEQUOIA PARKWAY, SUITE 100 PORTLAND, OR 97224 [P] 503-968-8787 CONTACT: SHAWN DIMKE, G.E., P.E. TAYLOR MORRISON INC 703 BROADWAY ST VANCOUVER WA 98660 P 360-695-7700 CONTACT: CHRIS WALTHER APPLICANT: PACIFIC COMMUNITY DESIGN INC 12564 SW MAIN ST. TIGARD OR 97223 P 503-941-9484 CONTACT: KC SCHWARTKOPH PE CIVIL ENGINEER: PACIFIC COMMUNITY DESIGN INC 12564 SW MAIN ST. TIGARD OR 97223 P 503-941-9484 CONTACT: STACY CONNERY AICP PLANNER: TAYLOR MORRISON INC OWNERS: PACIFIC COMMUNITY DESIGN INC 12564 SW MAIN ST. TIGARD OR 97223 P 503-941-9484 CONTACT: TRAVIS ANSEN PLS PE SURVEYOR: MORGAN HOLEN ASSOCIATES 3 MONROE PARKWAY SUITE P220 LAKE OSWEGO OR 97035 P 971-409-9354 CONTACT: MORGAN HOLEN ARBORIST: ATTENTION: OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. THOSE RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH 952-001-0090. YOU MAY OBTAIN COPIES OF THE RULES BY CALLING THE CENTER. THE TELEPHONE NUMBER FOR THE OREGON UTILITY NOTIFICATION CENTER IS (503) 232-1987 THIS DESIGN COMPLIES WITH ORS 92.044 (7) IN THAT NO UTILITY INFRASTRUCTURE IS DESIGNED TO BE WITHIN ONE (1) FOOT OF A SURVEY MONUMENT LOCATION SHOWN ON SUBDIVISION OR PARTITION PLAT. NO DESIGN EXCEPTIONS NOR FINAL FIELD LOCATION CHANGES SHALL BE PERMITTED IF THAT CHANGE WOULD CAUSE ANY UTILITY INFRASTRUCTURE TO BE PLACES WITHIN THE PROHIBITED AREA. WASHINGTON COUNTY BENCHMARK NO. 107, A BRASS DISK SET IN CONCRETE, SOUTH SIDE OF S.W. SCHOLLS FERRY RD NEAR PROJECTED CENTERLINE OF S.W. 175 AVE. ELEVATION DATUM: NGVD 29, ELEVATION = 306.552 BENCHMARK: GROSS ACREAGE: 41.48 AC (145 SINGLE FAMILY LOTS, 12 MULTIFAMILY LOTS) CITY OF TIGARD WATER, [P] 503-718-2591 CITY OF TIGARD [P] 503-639-4171 CITY OF TIGARD [P] 503-639-4171 PORTLAND GENERAL ELECTRIC, [P] 503-736-5450 NORTHWEST NATURAL, [P] 503-721-2512 TUALATIN VALLEY FIRE & RESCUE, [P] 503-649-8577 CITY OF TIGARD, [P] 503-629-0111 TIGARD-TUALATIN SCHOOL DISTRICT, [P] 503-431-4000 CITY OF TIGARD, [P] 503-645-6433 FRONTIER, [P] 503-277-2383 WASTE MANAGEMENT, [P] 800-808-5901 COMCAST, [P] 800-266-2278 UTILITIES SERVICES: WATER: STORM: SEWER: POWER: GAS: FIRE: POLICE: SCHOOL: PARKS: PHONE: WASTE DISPOSAL: CABLE: 100 COVER SHEET 101 GENERAL CONSTRUCTION NOTES 102 GENERAL CONSTRUCTION NOTES 103 EXISTING CONDITIONS & DEMOLITION PLAN 104 EXISTING CONDITIONS & DEMOLITION PLAN 105 SITE PLAN - PHASE 2 NORTH 106 SITE PLAN - PHASE 2 SOUTH 107 OVERALL GRADING PLAN 108 GRADING PLAN - PHASE 2 NORTH 109 GRADING PLAN - PHASE 2 SOUTH 110 LOT GRADING SECTIONS 111 LOT GRADING SECTIONS 112 WALL DETAILS 113 WALL DETAILS 114 RIVER TERRACE SOUTH CULVERT CROSSING 115 RIVER TERRACE SOUTH CULVERT CROSSING 116 RIVER TERRACE SOUTH CULVERT CROSSING 117 CULVERT CROSSING DETAILS 118 CULVERT CROSSING DETAILS 119.1 CULVERT CROSSING DETAILS 119.2 CULVERT CROSSING DETAILS 120 COMPOSITE UTILITY PLAN 121 COMPOSITE UTILITY PLAN 122 TREE PRESERVATION AND REMOVAL PLAN 123 TREE PRESERVATION AND REMOVAL PLAN 201 SW RIVER TERRACE BLVD STREET PLAN & PROFILE 202 SW RIVER TERRACE BLVD STREET PLAN & PROFILE 203 SW RIVER TERRACE BLVD STREET PLAN & PROFILE 204 SW PERTH ROAD STREET PLAN & PROFILE 205 SW PERTH ROAD STREET PLAN & PROFILE 206 SW EVERTON STREET STREET PLAN & PROFILE 207 SW RUBICON LANE STREET PLAN & PROFILE 208 SW 165TH AVENUE STREET PLAN & PROFILE 209 SW ALBANY TERRACE STREET PLAN & PROFILE 210 SW YARRA LANE STREET PLAN & PROFILE 211 SW 168TH AVENUE STREET PLAN & PROFILE 212 SW RIVERDELL LANE STREET PLAN & PROFILE 213 SW 169TH AVENUE STREET PLAN & PROFILE 214 SW DEVLIN COURT AND SW RIO PLACE STREET PLAN & PROFILE 215 SW CAYENNE COURT AND SW CHETCO COURT STREET PLAN & PROFILE 216 SW NOOSA COURT STREET PLAN & PROFILE 217 ALLEY 1 STREET PLAN & PROFILE 218 ALLEY 2 STREET PLAN & PROFILE 219 ALLEY 3 STREET PLAN & PROFILE 220 ALLEY 4 STREET PLAN & PROFILE CR1 CURB RETURNS CR2 CURB RETURNS CR3 CURB RETURNS CR4 CURB RETURNS CR5 CURB RETURNS CR6 CURB RETURNS CR7 CURB RETURNS CR8 CURB RETURNS CR9 CURB RETURNS CR10 CURB RETURNS CR11 CURB RETURNS CR12 CURB RETURNS CR13 CURB RETURNS CR14 ROUNDABOUT GEOMETRY PLAN CR15 ROUNDABOUT CURB RETURN PERTH ROAD WESTERLY CR16 ROUNDABOUT CURB RETURN RIVER TERR BLVD NORTHERLY CR17 ROUNDABOUT CURB RETURN PERTH ROAD EASTERLY CR18 ROUNDABOUT CURB RETURN RIVER TERR BLVD SOUTHERLY CR19 PARKING LOT & FIRE TURNAROUND DIMENSION PLAN D2.01 STREET DETAILS D2.02 STREET DETAILS (2) D2.03 STREET DETAILS (3) SHEET INDEX: 301 SDLN-14 STORM PLAN & PROFILE 302 SDLN-14 STORM PLAN & PROFILE 303 SDLN-14 STORM PLAN & PROFILE 304 SDLN-15 STORM PLAN & PROFILE 305 SDLN-16 STORM PLAN & PROFILE 306 SDLN-17 STORM PLAN & PROFILE 307 SDLN-18 & SDLN-19 STORM PLAN & PROFILE 308 SDLN-20 STORM PLAN & PROFILE 309 SDLN-21 STORM PLAN & PROFILE 310 SDLN-21 STORM PLAN & PROFILE 311 SDLN-22 STORM PLAN & PROFILE 312 SDLN-23 STORM PLAN & PROFILE 313 SDLN-24 STORM PLAN & PROFILE 314 SDLN-25 STORM PLAN & PROFILE 315 SDLN-26 & SDLN-27 STORM PLAN & PROFILE 316 SDLN-28 STORM PLAN & PROFILE 317 SDLN-5 & SDLN-8 STORM PLAN & PROFILE 318 WATER QUALITY FACILITY PLAN & PROFILE 319 WATER QUALITY FACILITY SECTIONS 320 SDLN-29 & SDLN-30 STORM PLAN & PROFILE D3.01 STORM DETAILS D3.02 STORM DETAILS (2) D3.03 STORM DETAILS (3) D3.04 STORM DETAILS (4) D3.05 STORM DETAILS (5) 401 SSLN-E SANITARY SEWER PLAN & PROFILE 402 SSLN-G SANITARY SEWER PLAN & PROFILE 403 SSLN-G SANITARY SEWER PLAN & PROFILE 404 SSLN-H SANITARY SEWER PLAN & PROFILE 405 SSLN-H SANITARY SEWER PLAN & PROFILE 406 SSLN-H SANITARY SEWER PLAN & PROFILE 407 SSLN-I SANITARY SEWER PLAN & PROFILE 408 SSLN-J SANITARY SEWER PLAN & PROFILE 409 SSLN-K SANITARY SEWER PLAN & PROFILE 410 NOT USED 411 SSLN-M SANITARY SEWER PLAN & PROFILE 412 SSLN-N SANITARY SEWER PLAN & PROFILE 415 SSLN-P SANITARY SEWER PLAN & PROFILE 416 SSLN-Q & SSLN-R SANITARY SEWER PLAN & PROFILE 417 SSLN-S SANITARY SEWER PLAN & PROFILE 418 SSLN-T & SSLN-U SANITARY SEWER PLAN & PROFILE D4.01 SEWER DETAILS D4.02 SEWER DETAILS (2) 501 WATER PLAN 502 WATER PLAN 503 SW RIVER TERRACE BLVD WATER PLAN & PROFILE 504 SW RIVER TERRACE BLVD WATER PLAN & PROFILE 505 SW PERTH ROAD WATER PLAN & PROFILE D5.01 WATER DETAILS D5.02 WATER DETAILS (2) SS1 SIGNAGE AND STRIPING PLAN SS2 ROUNDABOUT SIGNAGE AND STRIPING PLAN SS3 SIGNAGE AND STRIPING DETAILS SS4 STRIPING DETAILS L1.01 TREE CANOPY - PLANTING PLAN L1.02 TREE CANOPY - PLANTING PLAN L1.03 TREE CANOPY - PLANTING PLAN L1.04 TREE CANOPY - PLANTING PLAN L1.05 TREE CANOPY - PLANTING LEGEND, NOTES & DETAILS L1.06 TREE CANOPY - PLANTING NOTES & DETAILS SHEET INDEX CONT.: L1.01 PARK - LAYOUT PLAN L1.02 PARK - LAYOUT PLAN L2.01 PARK - PLANTING PLAN L2.02 PARK - PLANTING PLAN L2.03 PARK - PLANTING LEGEND, NOTES, & DETAILS L3.01 PARK - CONSTRUCTION DETAILS L3.02 PARK - CONSTRUCTION DETAILS L3.03 PARK - CONSTRUCTION DETAILS L3.04 PARK - CONSTRUCTION DETAILS L3.05 PARK - CONSTRUCTION DETAILS L3.06 PARK - CONSTRUCTION DETAILS L3.07 PARK - PLAY EQUIPMENT DETAILS L3.08 PARK - IRRIGATION SPECIFICATIONS C1 PARK - GRADING PLAN NEIGHBORHOOD PARK SHEET INDEX: L2.01 OPEN SPACE - LAYOUT PLAN L2.02 OPEN SPACE - LAYOUT & GRADING PLAN L3.01 OPEN SPACE - PLANTING PLAN L3.02 OPEN SPACE - PLANTING PLAN L3.03 OPEN SPACE - PLANTING PLAN L3.04 OPEN SPACE - PLANTING PLAN L3.05 OPEN SPACE - PLANTING PLAN L3.06 OPEN SPACE - PLANTING LEGEND, DETAILS & NOTES L4.01 OPEN SPACE - CONSTRUCTION DETAILS L4.02 OPEN SPACE - CONSTRUCTION DETAILS L4.03 OPEN SPACE - CONSTRUCTION DETAILS L4.04 OPEN SPACE - CONSTRUCTION DETAILS L4.05 OPEN SPACE - FURNITURE DETAILS L4.06 OPEN SPACE - PLAYGROUND EQUIPMENT DETAILS L5.01 RIVER TERRACE BLVD - PLANTING PLAN L5.02 RIVER TERRACE BLVD - PLANTING PLAN L5.03 RIVER TERRACE BLVD - PLANTING PLAN L5.04 RIVER TERRACE BLVD - PLANTING PLAN L5.05 RIVER TERRACE BLVD - PLANTING PLAN L5.06 RIVER TERRACE BLVD - PLANTING PLAN L5.07 RIVER TERRACE BLVD - PLANTING PLAN L5.08 RIVER TERRACE BLVD - PLANTING PLAN L5.09 RIVER TERRACE BLVD - PLANTING PLAN L5.10 RIVER TERRACE BLVD - PLANTING LEGEND, NOTES & DETAILS L5.11 RIVER TERRACE BLVD - IRRIGATION SPECIFICATIONS EC1 EROSION & SEDIMENT CONTROL COVER SHEET EC2.1 EXISTING CONDITIONS & DEMOLITION PLAN EC2.2 EXISTING CONDITIONS & DEMOLITION PLAN EC2.3 EXISTING CONDITIONS & DEMOLITION PLAN EC3.1 EROSION AND SEDIMENT CONTROL PLAN EC3.2 EROSION AND SEDIMENT CONTROL PLAN EC4 EROSION AND SEDIMENT CONTROL DETAILS IL-1 ILLUMINATION NOTES AND DETAILS IL-2 LIGHTING TABLE IL-3 ILLUMINATION PLAN IL-4 ILLUMINATION PLAN IL-5 PHOTOMETRIC DIAGRAM IL-6 PHOTOMETRIC DIAGRAM SHEET INDEX CONT.: L0.01 COVER SHEET L1.01 LAYOUT PLAN L2.01 PLANTING PLAN L2.02 PLANTING LEGEND & DETAILS L2.03 WATER QUALITY SWALE NOTES & DETAIL L3.01 CONSTRUCTION DETAILS L3.02 CONSTRUCTION DETAILS L3.03 CONSTRUCTION DETAILS L3.04 CONSTRUCTION DETAILS L3.05 CONSTRUCTION DETAILS L3.06 CONSTRUCTION DETAILS L3.07 IRRIGATION SPECIFICATIONS C1 GRADING PLAN POND COMMUNITY AMENITIES SHEET INDEX: CONSTRUCTION NOTES BASED ON OUR REVIEW THE GRADING PLANS ARE IN ACCORDANCE WITH OUR GEOTECHNICAL RECOMMENDATIONS. ALL GRADING SHOULD CONDUCTED AS DESCRIBED IN THE DECEMBER 5, 2014 GEOTECHNICAL REPORT AND APRIL 4, 2018 GEOTECHNICAL REPORT UPDATE FOR THE SITE. LOCK+LOAD RETAINING WALLS SHOULD BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE (05/21/2021) RETAINING WALL DESIGN MEMO FOR THE SITE. BY: GEODESIGN, INC N: \ p r o j \ 3 9 5 - 1 0 3 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s - C D S u b m i t t a l P H 2 A s b u i l t s \ 3 9 5 1 0 3 . ( 1 0 1 - 1 0 2 ) N O T E S - P H 2 P D M O D . d w g - S H E E T : 10 1 Fe b . 1 3 , 2 3 - 4: 0 7 P M br e t t REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KCS CONSTRUCTION 395-103 01/04/20221ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 2 RENEWS: JUNE 30, 2024 CONSTRUCTION NOTES 101 1. ALL PUBLIC STREETS SHALL BE CONSTRUCTED AS PER THE APPLICABLE SECTIONS OF THE CITY OF TIGARD PUBLIC IMPROVEMENT DESIGN STANDARDS AND OREGON STANDARD SPECIFICATIONS FOR CONSTRUCTION, 2008. 2. THE CONTRACTOR SHALL DO ALL THE WORK SHOWN ON THE DRAWINGS AND ALL INCIDENTAL WORK CONSIDERED NECESSARY TO COMPLETE THE PROJECT IN AN ACCEPTABLE MANNER. 3. THE CONTRACTOR AND/OR SUBCONTRACTOR SHALL HAVE A MINIMUM OF ONE (1) SET OF APPROVED CONSTRUCTION PLANS ON THE JOB SITE AT ALL TIMES DURING THE CONSTRUCTION PHASES. 4. ALL MATERIAL SUPPLIER(S) SHALL SUBMIT TO THE ENGINEER PROOF OF MATERIAL(S) TESTED IN ACCORDANCE WITH THE ABOVE SPECIFICATIONS AND SHALL CERTIFY THAT ALL MATERIAL DELIVERED TO THE JOB SITE MEET OR EXCEED WASHINGTON COUNTY SPECIFICATIONS PRIOR TO DELIVERY OF MATERIAL TO THE SITE. ANY MATERIAL NOT CERTIFIED BY THE SUPPLIER SHALL BE REMOVED FROM THE JOB SITE AT NO ADDITIONAL COST TO THE OWNER. 5. A PRE CONSTRUCTION MEETING MUST BE HELD PRIOR TO COMMENCING WORK, WITH YOUR CWS INSPECTOR. (INSPECTION HOT LINE # (503) 681-4444) & CITY OF TIGARD ENGINEERING & CONSTRUCTION SERVICES INSPECTOR. 6. ABANDON WELLS AND DRAIN FIELDS ONSITE MUST COMPLY WITH OREGON DEPT. OF WATER RESOURCES' REQUIREMENTS. 7. CONSTRUCTION RELATED TO CWS PERMITTING TO BE IN ACCORDANCE WITH R&O 07-20 (CWS). GENERAL 1. ALL TREES, BRUSH AND DEBRIS WITHIN LIMITS OF THE RIGHT-OF-WAY AND ON THE LOTS TO BE FILLED SHALL BE REMOVED AND DISPOSED OF BY THE CONTRACTOR. 2. ALL AREAS OF CONSTRUCTION SHALL BE STRIPPED. STRIPPING SHALL CONSIST OF REMOVING THE TOPSOIL HUMUS. STRIPPING MATERIALS SHALL BE DISPOSED OF ON THE SITE IN AREAS DESIGNATED BY THE ENGINEER. PER GEOTECH'S RECOMMENDATIONS. 3. IF SPRINGS OR GROUND WATER IS ENCOUNTERED DURING CONSTRUCTION, THE CONTRACTOR SHALL ADVISE THE SOILS AND CIVIL ENGINEER OF THE CONDITIONS FOUND AND COORDINATE HIS ACTIVITIES IN A MANNER THAT WILL ALLOW THE ENGINEERS TIME TO REVIEW THE SITUATION AND PREPARE A PLAN TO PROPERLY DISPOSE OF THE WATER ENCOUNTERED. 4. MATERIAL IN SOFT SPOTS WITHIN THE ROADWAY SHALL BE REMOVED TO THE DEPTH REQUIRED TO PROVIDE A FIRM FOUNDATION AND SHALL BE REPLACED WITH 1 1/2"-0" CRUSHED ROCK. THE ENTIRE SUBGRADE SHALL BE THOROUGHLY COMPACTED PER GEOTECHNICAL RECOMMENDATIONS. 5. CONTRACTOR SHALL NOTIFY THE ENGINEER WHEN SUBGRADE IS COMPLETE AND 24 HOURS PRIOR TO PLACEMENT OF ROCK BASE MATERIAL AND 24 HOURS PRIOR TO FINAL PAVING FOR AN INSPECTION OF THE WORK. FAILURE TO DO SO WILL MAKE ANY SUBGRADE FAILURE OR DRAINAGE PROBLEMS THE RESPONSIBILITY OF THE CONTRACTOR. STREETS 1.ALL JOINTS TO BE RESTRAINED. 2.OPERATION OF VALVES BY TIGARD WATER PERSONNEL ONLY. 3.OPERATION OF VALVES IN THE TIGARD WATER SERVICE AREA IS PROHIBITED. 4.THE CONTRACTOR SHALL MAINTAIN ONE SET OF STAMPED APPROVED PLAN ON THE CONSTRUCTION SITE AT ALL TIMES. 5.ALL WORK SHALL BE IN ACCORDANCE WITH AWWA (AMERICAN WATER WORKS ASSOCIATION) STANDARDS. 6.ALL WORK SHALL BE APPROVED BY THE CITY PROJECT INSPECTOR. 7.ALL PIPE AND FITTINGS SHALL BE DUCTILE IRON, CEMENT LINED, OF NEW MANUFACTURE AND MADE IN THE USA. PIPE SHALL BE “TYTON” JOINT DUCTILE IRON, CLASS 52. ALL FITTINGS SHALL BE MJ (MECHANICAL JOINT) UNLESS OTHERWISE SPECIFIED. 8.COVER FOR ALL WATER MAINS IN THE STREET AND RIGHTS-OF-WAY SHALL BE 36”. BACKFILL SHALL BE ¾”-0” GRAVEL. 9.ALL VALVE-OPERATING NUTS SHALL BE WITHIN 36” OF FINISHED GRADE, OTHERWISE VALVE OPERATING NUT EXTENSIONS WILL BE REQUIRED. 10.POURED CONCRETE THRUST BLOCKS OF AT LEAST EIGHT SQUARE FEET OF BEARING SURFACE ARE REQUIRED AT EACH TEE, CROSS AND BEND LOCATIONS (SEE DETAILS FOR MINIMUM BEARING AREAS.) 11.A 4X4X8'-0”, PAINTED BLUE, SHALL BE INSTALLED IN FRONT OF EVERY 2” WATER SERVICE LOCATION AND REMAIN THERE UNTIL THE WATER METER IS INSTALLED. ALL 2-INCH WATER SERVICES SHALL CONSIST OF A MJ X 2” IPT TEE AND 2” IPT X 110 COMPRESSION FITTING AS MANUFACTURED BY MUELLER COMPANY. 12.FIRE HYDRANT ASSEMBLY CONSISTS OF A MJ X 6” FLG. (FLANGE) TEE, 6” FLG. X MJ GATE VALVE, 6” MJ X MJ HOLDING SPOOL AND A MODERN MUELLER CENTURION FIRE HYDRANT, A-442, 6” MJ, 5 1/4” MVO, 3 PORT (2-2 1/2” NST HOSE CONNECTION, 1-4 1/2” NST PUMPER,) 1 ½” PENTAGON OPERATING NUT OPENING LEFT, COLOR BEING YELLOW OR APPROVED EQUAL: MUELLER CENTURION A-423, WATERIOUS PACER 6790, CLOW MEDALLION. 13.EACH FIRE HYDRANT SHALL BE INSTALLED UPON A PRE-FORMED CONCRETE BLOCK WITH 1 ½ CUBIC YARDS OF CRUSHED 2”-3/4” DRAIN ROCK. TARPAPER WILL BE LAID ON TOP OF THE DRAIN ROCK TO SEPARATE THE ROCK FROM THE EARTH COVER. 14.ALL SANITARY SEWER LINES WITHIN 10 FEET LATERALLY OR 3 FEET VERTICALLY OF A WATER MAIN SHALL BE INCASED IN A REINFORCED CONCRETE JACKET 6” THICK FOR A DISTANCE OF 10 FEET ON BOTH SIDES OF THE CROSSING. WHERE CROSSINGS ARE NECESSARY, THEY MUST BE MADE AT APPROXIMATELY 90 DEGREES WITH AT LEAST 18” OF SEPARATION BELOW THE WATER LINE. 15.ALL MAINS WITH A STATIC PRESSURE UP TO 100 PSI (POUNDS PER SQUARE INCH) SHALL BE TESTED AT 150 PSI FOR 1 HOUR WITH A MAXIMUM LOSS OF 5 PSI. WATER MAINS WITH A STATIC PRESSURE GREATER THAN 100 PSI SHALL BE PRESSURE TESTED AT 1.5 TIMES THE STATIC PRESSURE FOR 1 HOUR WITH A MAXIMUM LOSS OF 5 PSI. 16.UPON SATISFACTORY COMPLETION OF TESTING, THE NEW MAINS AND CONNECTIONS TO EXISTING MAINS SHALL BE CLEANED AND FLUSHED WITH POTABLE WATER PRIOR TO DISINFECTION. FLUSHING VELOCITIES SHALL BE AT LEAST 2.5 FEET PER SECOND. DISINFECTION SHALL BE IN ACCORDANCE WITH AWWA STANDARD C651-92, THE STATE HEALTH DIVISION AND CITY REQUIREMENTS. THE CONTINUOUS FEED METHOD OF DISINFECTION SHALL BE USED. DISINFECTING MIXTURE SHALL BE A CHLORINE-WATER SOLUTION HAVING A FREE CHLORINE RESIDUAL OF 40 - 50 MG/L (MILLIGRAMS PER LITER.) THE DISINFECTION MIXTURE WILL BE PREPARED BY INJECTING A CALCIUM/SODIUM HYPOCHLORITE AND WATER SOLUTION INTO THE PIPELINE AT A MEASURED RATE WHILE FRESH (POTABLE) WATER IS ALLOWED TO FLOW THROUGH THE PIPELINE SO THAT THE CHLORINE WATER SOLUTION IS OF THE SPECIFIED STRENGTH. TREATED (CHLORINATED) WATER SHALL BE RETAINED IN THE PIPELINE LONG ENOUGH TO DESTROY ALL NONSPORE-FORMING BACTERIA. TYPICAL RETENTION PERIOD IS 24 HOURS. AT THE END OF THE 24 HOUR PERIOD, THE PIPELINE IS TO HAVE A FREE CHLORINE RESIDUAL OF AT LEAST 10 MG/L. AFTER SATISFACTORY CHLORINATION, FLUSH THE WATER FROM THE LINE UNTIL THE WATER THROUGHOUT THE PIPELINE IS EQUAL CHEMICALLY AND BACTERIOLOGICALLY TO THE PERMANENT SOURCE OF SUPPLY. DISPOSE OF THE DISINFECTION WATER IN AN APPROVED MANNER. DO NOT ALLOW DISINFECTION WATER TO FLOW INTO A WATERWAY WITHOUT ADEQUATE DILUTION OR OTHER SATISFACTORY METHODS OF REDUCING CHLORINE RESIDUALS TO A SAFE LEVEL AS MANDATED BY DEQ. AFTER DISPOSAL AND FLUSHING OF THE DISINFECTION SOLUTION, THERE WILL BE ANOTHER 24 HOUR PERIOD PRIOR TO BACTERIOLOGICAL TESTING. BACTERIOLOGICAL TESTS WILL BE TAKEN BY A TRAINED TIGARD WATER WORKER. 17.PROVIDE AN ECLIPSE NO. 88 SAMPLING STATION MANUFACTURED BY KUPFERTE FOUNDRY, ST. LOUIS, MO 63102. THE SAMPLING STATION SHALL BE 2”-0” BURY, WITH A ¾” FIPT (FEMALE IRON PIPE THREAD) INLET, AND A ¾” UNTHREADED HOSE NOZZLE. ALL SAMPLING STATIONS SHALL BE ENCLOSED IN A LOCKABLE, NON-REMOVABLE, ALUMINUM-CAST HOUSING. WHEN OPENED, THE SAMPLING STATION SHALL REQUIRE NO KEY FOR OPERATION AND THE WATER WILL FLOW IN AN ALL-BRASS WATERWAY. ALL WORKING PARTS WILL BE OF BRASS AND BE REMOVABLE FROM ABOVE GROUND WITH NO DIGGING. A COPPER VENT TUBE (STANDARD) WILL ENABLE THE SAMPLING STATION TO BE PUMPED FREE OF STANDING WATER TO PREVENT FREEZING AND TO MINIMIZE BACTERIA GROWTH. THE EXTERIOR PIPING WILL BE BRASS AND A ¼” BALL VALVE SHALL BE PROVIDED IN PLACE OF THE ¼” PET COCK ON THE VENT PIPE. 18.WATER METERS WILL BE INSTALLED BY TPW UPON INDIVIDUAL REQUEST AND PAYMENT BY OTHERS (OWNERS.) ALL WATER METERS CONNECTED TO AN IRRIGATION SYSTEM MUST HAVE THE PROPER OREGON STATE APPROVED BACKFLOW PREVENTION DEVICE, MINIMUM OF A DCVA (DOUBLE CHECK VALVE ASSEMBLY) INSTALLED ON THE PROPERTY SIDE OF THE WATER METER. IN ADDITION, EVERY METER FOR COMMERCIAL, MULTI-FAMILY, INDUSTRIAL AND INSTITUTIONAL SERVICE, REGARDLESS OF SIZE, SHALL HAVE THE PROPER OREGON STATE APPROVED BACKFLOW PREVENTION DEVICE MINIMUM OF A DCVA INSTALLED ON THE PROPERTY SIDE OF THE METER. THE BACKFLOW PREVENTION DEVICE SHALL BE INSTALLED AND TESTED BY THE OWNER, WITH THE RESULTS FORWARDED TO THE TPW WATER DIVISION BEFORE WATER SERVICE CAN BEGIN. WATER CONSTRUCTION NOTES 1.THE GRADING PERMIT IS NOT TO BE CONSTRUED AS FINAL APPROVAL OF SITE GRADING, EMBANKMENT OR STRUCTURAL FILL WORK; IT MERELY PROVIDES FOR INITIATION OF WORK AND IS SUBJECT TO CHANGE PENDING CITY APPROVAL OF THE ENTIRE CONSTRUCTION-DEVELOPMENT PLAN SET. 2.SPREADING OF MUD OR DEBRIS UPON ANY PUBLIC ROAD IS PROHIBITED. THE CITY MAY ORDER STOPPAGE OF WORK TO EFFECT CORRECTIVE ACTION, AT ANY TIME. 3.EFFECTIVE EROSION CONTROL, DUST CONTROL, AND DRAINAGE CONTROL IS REQUIRED AT ALL TIMES. THE CITY MAY ORDER STOPPAGE OF WORK TO EFFECT CORRECTIVE ACTION, AT ANY TIME. 4.EMBANKMENTS OR STRUCTURAL FILLS FOR ROADWAY CONSTRUCTION OR FILLS TO BE CONSTRUCTED ON BUILDABLE LOTS SHALL BE CONSTRUCTED FROM EXCAVATED MATERIALS ACCEPTABLE TO THE SOILS ENGINEER AND SHALL BE BROUGHT TO GRADE IN LIFTS NOT TO EXCEED 8" LOOSE MEASURE. EACH LIFT SHALL BE COMPACTED TO 90 PERCENT OF MAXIMUM DENSITY AS OBTAINED BY AASTHO T_180 COMPACTION TEST. 5.STRUCTURAL FILLS SHALL COMPLY WITH CHAPTER 70APPENDIX CHAPTER 33 OF THE UNIFORM BUILDING CODE. CONSTRUCTION ON EXISTING SLOPES GREATER THAN 5:1 SHALL BE ACHIEVED BY BENCHING INTO THE EXISTING BANK A MINIMUM OF TEN FEET. IF THE BENCH EXPOSES SAND SOIL AN UNDERDRAIN MUST BE PROVIDED. THE UNDERDRAIN, IF REQUIRED, WILL BE CONSTRUCTED BY LYING INSTALLING NONWOVEN FILTER FABRIC, EQUIVALENT TO EXXON GTF 12500, ALONG THE BOTTOM OF THE STARTING BENCH, THEN PLACING A SIX INCH LAYER OF 1½" -- 03/4" DRAIN ROCK, AND FINALLY COVERING THE DRAIN ROCK WITH THE NONWOVEN FILTER FABRIC. SUCCESSIVE BENCHES WILL BE CONSTRUCTED WITH VERTICAL FILL BETWEEN TWO TO FIVE FEET AND BE COMPACTED IN LAYERS NOT TO EXCEED 8 INCHES. EACH 8-INCH LAYER SHALL BE COMPACTED TO A MINIMUM OF 90 PERCENT AASHTO T-180 DENSITY. THE FILL SLOPES SHALL NOT EXCEED 2:1 AT FINISH GRADE. NO ROCK OR SIMILAR MATERIAL EXCEEDING A 12-INCH DIAMETER SHALL BE ALLOWED IN THE STRUCTURAL FILL. 6.THE GEOTECHNICAL ENGINEER FOR STRUCTURAL FILL SHALL BE NOTIFIED 24 HOURS IN ADVANCE, BY THE CONTRACTOR, OF STARTING BENCHWORK TO DETERMINE THE NEED FOR AN UNDERDRAIN LAYER AND TO VERIFY EXISTING CONDITIONS. 7.THE CITY SHALL BE PROVIDED WITH A COPY OF THE GEOTECHNICAL ENGINEER'S REPORT/RECOMMENDATION CHANGES. 8.IF SPRINGS OR GROUND WATER ARE ENCOUNTERED DURING CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE SOILS AND CIVIL ENGINEERS OF THE CONDITIONS FOUND AND COORDINATE HIS ACTIVITIES IN A MANNER THAT WILL ALLOW THE ENGINEERS TIME TO REVIEW THE SITUATION AND PREPARE A PLAN TO PROPERLY MITIGATE THE WATER ENCOUNTERED. 9.THE CONTRACTOR SHALL HAVE THE SOILS ENGINEER TAKE COMPACTION TESTS. A MINIMUM OF THREE TESTS WILL BE REQUIRED FOR EACH 2 FEET OF FILL. 10.EXCAVATOR MUST COMPLY WITH ORS 757.541 THROUGH 757.571 (UTILITY PRE-NOTIFICATION, ETC.). GRADING NOTES 1.ALL STORM DRAIN CONNECTIONS ARE TO BE FACTORY TEES UNLESS OTHERWISE NOTED 2.ALL RAIN DRAINS OR FOOTING DRAINS SHALL BE PIPED OR CONNECTED TO A DRAINAGE SYSTEM, DRAINAGE BLOCKOUTS SHALL BE PLACED IN CURBING FOR THOSE LOTS ONLY INDICATED ON THE PLANS. BLOCKOUTS ARE TO BE LOCATED 5' FROM PROPERTY LINES. 3.ALL STORM SEWER PIPE SHALL BE INSTALLED WITH WATERTIGHT JOINTS IN EASEMENT AREAS. 4.STORM SEWER PIPE, UNLESS OTHERWISE NOTED ON PLANS, SHALL BE PVC PER ASTM D-3034 (SDR 35). 5.BACKFILL MUST BE COMPACTED TO A DENSITY OF 95% PER ASSHTO T-99 IN PAVED OR STRUCTURAL FULL AREAS. MINIMUM COMPACTION IN UNPAVED OR NON-STRUCTUAL FILL AREAS IS 90%. 6.STORM DRAIN LINES SHALL BE WHITE IN COLOR AND TESTED ACCORDING TO THE REQUIREMENTS OF CLEAN WATER SERVCES. TESTING SHALL BE PERFORMED AFTER CONSTRUCTION IS COMPLETED INCLUDING BACKFILLING AND COMPACTION OF BASE ROCK. THE DEFLECTION TEST AS DESCRIBED IN THE AMERICAN PUBLIC WORKS ASSOCIATION MANUAL - OREGON CHAPTER IS REQUIRED. ALL SOTRM SEWER LINES MUST BE THOROUGHLY CLEANED PRIOR TO DOING ANY TESTING OR VIDEO TAPING. 7.THE ENDS OF STORM DRAIN SERVICE LATERAL OR PIPE STUBS SHALL BE MARKED WITH A ONE PIECE 2”X4” MARKER EXTENDING A MINIMUM 12” ABOVE THE GROUND WITH THE END PAINTED IN WHITE. ATTACH MAGNETIC TAPE ALONSIDE THE 2X4 MARKER (SEE DETAIL 290-ST). STORM AND SANITARY SEWERS 8.NOTIFY CITY OF TIGARD INSPECTOR 48 HOURS PRIOR TO PERFORMING ANY WORK. 9.STORM LATERALS WILL BE 4” DIAMETER, WHITE IN COLOR AND HAVE A MINIMUM SLOPE OF 2.00% UNLESS OTHERWISE NOTED ON PLANS. 10.ALL STORM LATERAL LOCATIONS SHALL BE STAMPED “D” IN THE CURB. 11.SANITARY LATERALS SHALL BE TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF CHAPTER 8 (TECHNICAL SPECIFICATIONS FOR CONVEYANCE SYSTEMS) OF THE CLEAN WATER SERVICES “DESIGN AND CONSTRUCTION STANDARDS”. 12.SANITARY LATERALS WILL BE 4” DIAMETER, GREEN IN COLOR AND HAVE A MINIMUM SLOPE OF 2.00% UNLESS OTHERWISE NOTED ON PLANS. 13.ALL SANITARY LATERALS SHALL BE STAMPED “S” IN THE CURB 14.THE ENDS OF SANITARY SERVICE LATERALS OR PIPE STUBS SHALL BE MARKED WITH A ONE PIECE 2”X4” MARKER EXTENDING A MINIMUM 12” ABOVE THE GROUND WITH THE END PAINTED GREEN. ATTACH MAGNETIC TAPE ALONSIDE THE 2X4 MARKER (SEE DETAIL 290-ST) 15.ONLY STANDARD RISERS WILL PER PERMITTED ON ALL STORM AND SANITRAY MANHOLE IN PAVED AREAS STORM AND SANITARY SEWERS CONTINUED CITY OF TIGARD GENERAL CONDITIONS CITY OF TIGARD GENERAL CONDITIONS 1.THE PERMIT HOLDER MUST COMPLY WITH ALL APPLICABLE PROVISIONS OF FEDERAL AND STATE LAW, THE TIGARD MUNICIPAL CODE, AND THE TERMS OF ANY AGREEMENT WITH THE CITY OF TIGARD REGARDING WORK TO BE DONE PURSUANT TO THIS PERMIT. 2.THE CITY'S STANDARD SPECIFICATION FOR TRAFFIC CONTROL IS "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS", U.S. DEPT. OF TRANSPORTATION, FHWA, CURRENT EDITION. 3.TRAFFIC CONTROL SHALL BE PROVIDED FOR BY THE CONTRACTOR IN ACCORDANCE WITH THE CITY'S STANDARD SPECIFICATIONS AND, ALSO, IN ACCORDANCE WITH A CITY (JOB SPECIFIC) APPROVED TRAFFIC CONTROL PLAN. A COPY OF THE APPROVED TRAFFIC CONTROL PLAN SHALL BE AVAILABLE AT THE WORK AREA. 4.PUBLIC ROADWAY SHALL NOT BE CLOSED TO TRAFFIC, AT ANY TIME, WITHOUT HAVING FIRST OBTAINED WRITTEN APPROVAL FROM THE CITY ENGINEER. THE PERMIT HOLDER IS RESPONSIBLE FOR PROVISION OF TIMELY NOTIFICATION OF TRAFFIC FLOW DISRUPTIONS TO AREA WIDE EMERGENCY SERVICES (TIGARD POLICE DEPT., TUALATIN FIRE & RESCUE) AND TO TRI-MET AND TIGARD SCHOOL DISTRICT AND OTHER SERVICE PROVIDERS. 5.ADVANCE WARNING OF IMMINENT TRAFFIC DISRUPTION SHALL BE PROVIDED TO THE GENERAL MOTORING PUBLIC BY PLACEMENT OF AN ADVANCE NOTIFICATION SIGN AT EACH END OF THE CONSTRUCTION AREA 72 HOURS (MIN.) BEFORE INITIATION OF CONSTRUCTION WORK. 6.ACCESS TO EXISTING PROPERTIES SHALL BE MAINTAINED AT ALL TIMES, INCLUDING NORMAL DELIVERY SERVICE AND MAIL SERVICE AND IF NOT, SHALL BE CAUSE FOR WORK STOPPAGE UNTIL EFFECTIVE ACCESS IS ESTABLISHED. 7.TRAFFIC CONTROL DEVICES, FLAG PERSONS, ETC., SHALL BE IN PLACE PRIOR TO INITIATION OF CONSTRUCTION WORK AND SHALL BE EFFECTIVELY MAINTAINED. 8.PURSUANT TO TIGARD MUNICIPAL CODE SECTION 7.40.180, WORK IS PERMITTED BETWEEN THE HOURS OF 7:00 A.M. TO 7:00 P.M. DAILY UNLESS OTHERWISE AUTHORIZED BY THE CITY MANAGER. 9.HOURS OF CONSTRUCTION WORK ON COLLECTOR AND ARTERIAL ROADS WILL BE LIMITED TO 9:00 A.M.-3:00 P.M. UNLESS AUTHORIZED BY THE CITY ENGINEER. NO WORK WILL BE PERMITTED ON COLLECTOR AND ARTERIAL ROADS BETWEEN 3:30 P.M. AND 9:00 A.M. UNLESS AUTHORIZED BY THE CITY ENGINEER. 10.TEMPORARY TRENCH PATCHING ON ARTERIALS AND COLLECTORS SHALL BE PAVED WITH AT LEAST 2” OF HOT MIX ASPHALT. 11.MINIMUM TRAVEL LANE WIDTH SHALL BE TWELVE (12) FEET; PEDESTRIAN TRAVEL SHALL ALSO BE PROVIDED FOR. 12.THE CITY RESERVES THE RIGHT TO ADD TO OR MODIFY TRAFFIC CONTROL REQUIREMENTS AS MAY BE NECESSARY TO EFFECTIVELY CONTROL TRAFFIC AND TO ASSURE PUBLIC SAFETY. 13.BEFORE INITIATING ANY CONSTRUCTION ACTIVITY, THE PERMIT HOLDER SHALL BE CONTACTED BY THE CITY'S PRIVATE DEVELOPMENT INSPECTOR, (503/639-4171) TO ESTABLISH A PLACE, TIME, AND DATE FOR A PRECONSTRUCTION MEETING. 14.THE PERMIT HOLDER OR HIS CONTRACTOR SHALL NOTIFY THE CITY'S INSPECTOR AT 503/639-4171 TWENTY-FOUR (24) HOURS PRIOR TO COMMENCING WORK, TWENTY-FOUR (24) HOURS PRIOR TO ANY STAGED INSPECTION AND AFTER COMPLETING WORK COVERED BY THE PERMIT. 15.A COPY OF THE PERMIT AND ALL ATTACHMENTS, AND A COPY OF THE APPROVED CONSTRUCTION PLAN AND ALL AMENDMENTS SHALL BE AVAILABLE AT THE WORK AREA. ALL WORK SHALL CONFORM TO THE PERMIT TERMS, CONDITIONS AND PROVISIONS AND TO THE CITY APPROVED PERMIT PLANS, AND APPROVED PLAN AMENDMENTS AND TO THE CITY'S STANDARDS AND SPECIFICATIONS AND TO THESE GENERAL CONDITIONS. CHANGES TO ANY OF THE AFORESAID MUST BE APPROVED BY THE CITY, IN ADVANCE OF WORK PERFORMANCE. 16.MAINTENANCE OF THE WORK AREA AND APPROACH ROADS IS THE RESPONSIBILITY OF THE PERMIT HOLDER. THE WORK AREA AND APPROACH ROADS SHALL BE MAINTAINED IN A CLEAN CONDITION, FREE FROM OBSTRUCTIONS AND HAZARDS. A COPY OF THE PERMIT HOLDERS CERTIFICATE OF INSURANCE SHALL BE AVAILABLE AT THE WORK AREA. 17.THE SPREADING OF MUD OR DEBRIS OR STORAGE OF MATERIALS OR EQUIPMENT OF ANY KIND UPON ANY PUBLIC ROADWAY IS STRICTLY PROHIBITED AND VIOLATION SHALL BE CAUSE FOR IMMEDIATE CANCELLATION OF THE PERMIT. THE CITY MAY AT ANY TIME ORDER IMMEDIATE CLEAN-UP AND THE STOPPAGE OF WORK TO ACCOMPLISH CLEAN-UP. 18.EFFECTIVE EROSION CONTROL IS REQUIRED. EROSION CONTROL DEVICES MUST BE INSTALLED AND MAINTAINED MEETING THE CLEAN WATER SERVICES AND DEQ REQUIREMENTS. THE CITY MAY AT ANY TIME ORDER CORRECTIVE ACTION AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE EROSION CONTROL. 19.PROPERTY DISTURBED BY CONSTRUCTION ACTIVITY SHALL BE SEEDED WITH A STANDARD GRASS MIX; SHRUBS, FLOWERS, BARK DUST, EXISTING SIGNS, PAVEMENT MARKINGS, MAILBOXES, ETC. SHALL BE REESTABLISHED, REINSTALLED OR REPLACED, WITH LIKE KIND AND MATERIAL. 20.EFFECTIVE DRAINAGE CONTROL IS REQUIRED. DRAINAGE SHALL BE CONTROLLED WITHIN THE WORK SITE AND SHALL BE SO ROUTED THAT ADJACENT PRIVATE PROPERTY, PUBLIC PROPERTY AND THE RECEIVING SYSTEM IS NOT ADVERSELY IMPACTED. THE CITY MAY AT ANY TIME ORDER CORRECTIVE ACTION AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE DRAINAGE CONTROL. 21.OREGON LAW REQUIRES FOLLOWING THE RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. SAID RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0080. COPIES OF SAID RULES MAY BE OBTAINED FROM THE CENTER BY CALLING 503-246-1987. IF YOU HAVE ANY QUESTION ABOUT THE RULES, CONTACT THE CENTER. NOTE: DAMAGE TO UTILITIES SHALL BE CORRECTED AT THE PERMIT HOLDERS EXPENSE. 22.CONTRACTOR MUST VERIFY ALL EXISTING UTILITIES FOR BOTH VERTICAL ELEVATION AND HORIZONTAL LOCATION PRIOR TO START OF WORK (POTHOLE BEFORE DIGGING IF NECESSARY). SHOULD CONFLICTS ARISE AND REDESIGN OR RELOCATION OF FACILITIES BE NECESSARY, IT SHALL BE DONE AT THE PERMIT HOLDERS EXPENSE. CHANGES MUST BE APPROVED BY THE CITY IN ADVANCE OF WORK PERFORMANCE. CONTRACTOR SHALL COORDINATE THE WORK WITH AFFECTED UTILITY AGENCIES. 23.A TEMPORARY HARD-SURFACE PATCH (COLD MIX A.C. OR HOT MIX BASE PAVING) SHALL BE PLACED ON TRENCHES WITHIN ROADWAYS AT THE END OF EACH DAYS WORK. NO TRENCH, ON SITE OR OFF-SITE, SHALL BE LEFT AT ANY TIME IN AN UN-SAFE CONDITION. THE PERMIT HOLDER IS RESPONSIBLE FOR AND IS LIABLE FOR HAZARDS OR DAMAGE RESULTING FROM THE PROSECUTION OF THE WORK. 24.WORK PROVIDED FOR UNDER THE PERMIT SHALL INCLUDE REPAIR OF EXISTING FACILITIES (ROADS, DITCHES, ETC.) AS MAY BE NECESSARY, IN THE CITY INSPECTOR'S OPINION, TO OVERCOME DETERIORATION OR DAMAGE WHICH OCCURRED IN CONJUNCTION WITH THE WORK AUTHORIZED BY THE PERMIT. CORRECTIVE WORK SHALL BE DONE AT THE PERMIT HOLDERS EXPENSE. 25.ONE AS-BUILT DRAWING AND PDF SHOWING ALL NEW PUBLIC IMPROVEMENTS, INCLUDING ANY REVISION MADE TO THE PREVIOUSLY APPROVED CONSTRUCTION PLANS AND, ALSO, ANY IMPROVEMENT WHICH MAY IMPACT AN EXISTING PUBLIC SYSTEM OR FACILITY, SHALL BE PROVIDED TO THE CITY BY A REGISTERED CIVIL ENGINEER ALONG WITH AN ENGINEER'S CERTIFICATION OF INSTALLATION COMPLIANCE (FORM ATTACHED). IN ADDITION, THE APPLICANT'S AS-BUILT DRAWINGS SHALL BE TIED TO THE GPS NETWORK. THE APPLICANT'S ENGINEER SHALL PROVIDE THE CITY WITH AN ELECTRONIC FILE WITH POINTS FOR EACH STRUCTURE (MANHOLES, CATCH BASINS, WATER VALVES, HYDRANTS AND OTHER WATER SYSTEM FEATURES) IN THE DEVELOPMENT, AND THEIR RESPECTIVE X AND Y STATE PLANE COORDINATES, REFERENCED TO NAD 83 (91). INCLUDE ACROBAT (***.PDF) FILE AND ONE 11X17 COPY OF AS-BUILTS. 26.A SEWER SYSTEM AIR-TEST AND A VIDEO TEST REPORT AND ONE SET OF BLUELINE "AS-BUILTS" (OF EITHER OR BOTH THE STORM AND SANITARY SEWER SYSTEMS) SHALL BE REQUIRED BY THE CITY FOR REVIEW AND APPROVAL PRIOR TO CONNECTION OF ANY BUILDINGS TO THE SEWER SYSTEM. 26.THE PERMIT HOLDERS ENGINEER/INSPECTOR SHALL SUBMIT DAILY INSPECTION REPORTS, ON A WEEKLY BASIS, TO THE CITY'S INSPECTOR. (SEE DEVELOPER - ENGINEER AGREEMENT NOTE # 5.) 27.THE CITY'S INSPECTOR MAY, AT HIS DISCRETION, REQUIRE PROVISION OF TESTS AND OR REPORTS FROM THE PERMIT HOLDER, THE PERMIT HOLDERS ENGINEER OR CONTRACTOR TO VALIDATE CLAIMS OF MATERIAL OR CONSTRUCTION ADEQUACY/COMPLIANCE. SUCH TESTS/REPORTS SHALL BE PROVIDED AT THE PERMIT HOLDER'S EXPENSE. 28.THE PERMIT HOLDER SHALL PROVIDE A COPY OF A PROPERLY EXECUTED RELEASE AND WAIVER DOCUMENT TO THE CITY FOR EACH OWNERSHIP DISTURBED BY CONSTRUCTION ACTIVITY, AS EVIDENCE OF DISTURBANCE RESOLUTION AND OWNER SATISFACTION. 29.EXISTING MONUMENTS, PROPERTY CORNERS, AND SURVEY MARKERS SHALL BE PROTECTED. REPLACEMENT SHALL BE AT THE PERMIT HOLDERS EXPENSE. 30.THE ENGINEER SHALL NOTIFY THE WASHINGTON COUNTY SURVEYOR WHEN THE INITIAL AND FINAL LIFT OF ASPHALT HAVE BEEN PLACED. 31.THE PERMIT HOLDER SHALL PROVIDE TO THE CITY INSPECTOR, IN WRITING, THE NAMES AND 24 HOUR EMERGENCY TELEPHONE NUMBER OF TWO (2) PERSONS WHO HAVE AUTHORITY TO RESOLVE PROBLEMS, TAKE CORRECTIVE ACTION AND, IN GENERAL, WILL BE RESPONSIBLE IN CASE OF ANY EMERGENCY. THE PERMIT HOLDER SHALL NOTIFY THE CITY INSPECTOR, IN WRITING, OF ANY/ALL ASSIGNMENT CHANGES. 32.THE PERMIT HOLDER SHALL CAUSE HIS CONTRACTOR TO PROVIDE TO THE CITY INSPECTOR, IN WRITING, THE NAME AND 24 HOUR EMERGENCY TELEPHONE NUMBER OF A DESIGNATED "COMPETENT PERSON" RESPONSIBLE FOR CONSTRUCTION SAFETY AS PER OR-OSHA, CHAP. 437, DIV. 3 CONSTRUCTION, SUB-DIVISION P - EXCAVATIONS. THE CONTRACTOR SHALL NOTIFY THE CITY INSPECTOR OF ANY/ALL ASSIGNMENT CHANGES. 33.IT IS THE SOLE RESPONSIBILITY OF THE PERMIT HOLDER TO PROVIDE FOR PROPER RIGHT-OF-ENTRY AND/OR EASEMENTS PRIOR TO STARTING WORK. PROOF OF RIGHT-OF-ENTRY OR PROPERLY EXECUTED EASEMENTS, SHALL BE PROVIDED TO THE CITY. THE CITY SHALL IN NO WAY BE CONSTRUED TO BE LIABLE FOR THE PERMIT HOLDERS FAILURE TO OBTAIN OR PROVIDE FOR PROOF OF RIGHT-OF-ENTRY OR EASEMENTS. 34.BEFORE PLACEMENT OF ASPHALT, THE PERMIT HOLDER SHALL CLEAN AND COMPLETE A PRE-ACCEPTANCE VIDEO INSPECTION OF ALL NEW SEWER LINES. THE PERMIT HOLDER SHALL PROVIDE THE CITY WITH 30 DAYS OF NOTICE FOR THE VIDEO INSPECTION. ANY DEFICIENCIES SHALL BE REPAIRED BEFORE PLACEMENT OF FINAL LIFT. 35.(PRIVATE SYSTEMS) THE DEVELOPER SHALL MAINTAIN THE WATER QUALITY FACILITY AND CORRECT ANY DEFECTIVE WORK, AND SHALL PERFORM ALL SCHEDULED MAINTENANCE TO ASSURE PROPER FUNCTIONING OF THE FACILITY. 36.(PUBLIC SYSTEMS) THE DEVELOPER SHALL CREATE AND PROVIDE TO THE CITY A SCHEDULE FOR PERIODIC (QUARTERLY) MAINTENANCE OF THE WATER QUALITY FACILITY. THE DEVELOPER SHALL MAINTAIN SAID FACILITY FOR A PERIOD OF THREE (3) YEARS FROM THE DATE OF CITY CONDITIONAL ACCEPTANCE OF THE PUBLIC IMPROVEMENTS. ON OCTOBER 1ST OF EACH YEAR DURING THIS THREE (3) YEARS PERIOD, THE DEVELOPER SHALL REPORT, IN WRITING, MAINTENANCE ACTIVITIES TO THE DIRECTOR OF PUBLIC WORKS. CITY CREWS SHOULD MONITOR PROPER REMOVAL AND DISPOSAL OF SILT AND DEBRIS. PRIOR TO CITY FINAL ACCEPTANCE OF THE FACILITY, THE DEVELOPER SHALL PROVIDE A WRITTEN EVALUATION OF THE OPERATION AND MAINTENANCE NEEDS OF THE FACILITY AND CORRECT ANY DEFICIENCIES IDENTIFIED IN THE EVALUATION. REVISION 11/27/17 N: \ p r o j \ 3 9 5 - 1 0 3 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s - C D S u b m i t t a l P H 2 A s b u i l t s \ 3 9 5 1 0 3 . ( 1 0 1 - 1 0 2 ) N O T E S - P H 2 P D M O D . d w g - S H E E T : 10 2 Fe b . 1 3 , 2 3 - 4: 0 7 P M br e t t REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KCS CONSTRUCTION 395-103 01/04/20221ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 2 RENEWS: JUNE 30, 2024 CONSTRUCTION NOTES 102 PRIOR TO PERMIT SUBMISSION: 1.THE CITY OF TIGARD IS RESPONSIBLE FOR THE APPROVAL OF NEW STREET NAMES AND ASSIGNING ADDRESSES FOR PARCELS WITHIN THE CITY OF TIGARD. SUBMIT AN AUTOCAD FILE OF THE PRELIMINARY PLAT FOR THE REVIEW OF STREET NAME AND ASSIGNING ADDRESSES. CONTACT OSCAR CONTRERAS WITH ENGINEERING DIVISION AT 503-718-2678 FOR THE SUBMISSION OF THE AUTOCAD FILE AND ENSURING THAT NEW STREET NAMES ARE APPROVED AND ADDRESSES ARE ASSIGNED. PRIOR TO PERMIT SUBMISSION PAY THE ADDRESSING FEE. THE ADDRESS FEE SHALL BE ASSESSED IN ACCORDANCE WITH THE CURRENT MASTER FEE SCHEDULE. PRIOR TO COMMENCING ANY ONSITE IMPROVEMENTS: 2.PRIOR TO ANY SITE WORK, THE PROJECT ARBORIST SHALL PERFORM A SITE INSPECTION FOR TREE PROTECTION MEASURES, DOCUMENT COMPLIANCE/NON-COMPLIANCE WITH THE URBAN FORESTRY PLAN AND SEND WRITTEN VERIFICATION WITH A SIGNATURE OF APPROVAL DIRECTLY TO THE CITY MANAGER OR DESIGNEE WITHIN ONE WEEK OF THE SITE INSPECTION. 3.THE PROJECT ARBORIST SHALL PERFORM SEMIMONTHLY (TWICE MONTHLY) SITE INSPECTIONS FOR TREE PROTECTION MEASURES DURING PERIODS OF ACTIVE SITE DEVELOPMENT AND CONSTRUCTION, DOCUMENT COMPLIANCE/NON-COMPLIANCE WITH THE URBAN FORESTRY PLAN AND SEND WRITTEN VERIFICATION WITH A SIGNATURE OF APPROVAL DIRECTLY TO THE PROJECT PLANNER WITHIN ONE WEEK OF THE SITE INSPECTION. 4.PRIOR TO ANY SITE WORK, THE APPLICANT SHALL PROVIDE A FEE IN THE AMOUNT OF $18,785 FOR THE CITY'S COST OF COLLECTING AND PROCESSING THE INVENTORY DATA FOR THE ENTIRE URBAN FORESTRY PLAN OF NINE RETAINED OPEN GROWN TREES, 649 PLANTED TREES, AND ONE RETAINED STAND OF TREES $168 FIRST TREE + $18,396 ($28 X 657) + ($221 X 1)= $18,785. SUBJECT TO FEE CHANGES EVERY JULY. 5.PRIOR TO ANY SITE WORK, THE APPLICANT SHALL PROVIDE A TREE ESTABLISHMENT BOND IN THE AMOUNT OF $359,546 (649 PLANTED TREES X $554/TREE). FEES SUBJECT TO CHANGE EVERY JULY. 6.PRIOR TO ANY SITE WORK, THE APPLICANT SHALL SUBMIT A REVISED SOIL VOLUME PLAN TO DEMONSTRATE THE SOIL VOLUME STANDARD IS MET. 7.PRIOR TO ANY SITE WORK OR ISSUANCE OF ANY PERMITS (EXCEPT EARLY GRADING), THE APPLICANT SHALL WITHDRAW PRIOR LAND USE APPROVALS FOR THE SUBJECT SITE PDR2015-00004 AND PDR2016-00006. 8.IMPROVEMENTS ASSOCIATED WITH PUBLIC INFRASTRUCTURES INCLUDING STREET AND RIGHT OF WAY DEDICATION, UTILITIES, GRADING, WATER QUALITY AND QUANTITY FACILITY, STREETLIGHTS, EASEMENTS, EASEMENT LOCATIONS, AND UTILITY CONNECTION FOR FUTURE UTILITY EXTENSIONS SHALL BE DESIGNED IN ACCORDANCE WITH THE FOLLOWING CODES AND STANDARDS: ·CITY OF TIGARD PUBLIC IMPROVEMENT DESIGN STANDARDS ·CLEAN WATER SERVICES (CWS) DESIGN AND CONSTRUCTION STANDARDS ·TIGARD COMMUNITY DEVELOPMENT CODES, MUNICIPAL CODES ·FIRE CODES ·OTHER APPLICABLE COUNTY, STATE, AND FEDERAL CODES AND STANDARD GUIDELINES 9.IMPROVEMENTS ASSOCIATED WITH PUBLIC INFRASTRUCTURES INCLUDING STREET AND RIGHT OF WAY DEDICATION, UTILITIES, GRADING, WATER QUALITY AND QUANTITY FACILITY, STREETLIGHTS, EASEMENTS, EASEMENT LOCATIONS, AND UTILITY CONNECTION FOR FUTURE UTILITY EXTENSIONS ARE SUBJECT TO THE CITY ENGINEER'S REVIEW, MODIFICATION, AND APPROVAL. 10.PRIOR TO COMMENCING SITE IMPROVEMENTS, A PUBLIC FACILITY IMPROVEMENT (PFI) PERMIT IS REQUIRED FOR THIS PROJECT TO COVER ALL INFRASTRUCTURE WORK INCLUDING STORMWATER WATER QUALITY AND QUANTITY FACILITIES AND ANY OTHER WORK IN THE PUBLIC RIGHT-OF-WAY. FOUR (4) SETS OF DETAILED PUBLIC IMPROVEMENT PLANS SHALL BE SUBMITTED FOR REVIEW TO THE ENGINEERING DEPARTMENT. AN ENGINEERING COST ESTIMATE OF IMPROVEMENTS ASSOCIATED WITH PUBLIC INFRASTRUCTURES INCLUDING BUT NOT LIMITED TO STREET, STREET GRADING, UTILITIES, STORMWATER QUALITY AND WATER QUANTITY FACILITIES, SANITARY SEWER, STREETLIGHTS, AND FRANCHISE UTILITIES SHALL BE REQUIRED AT THE TIME OF PFI PERMIT SUBMITTAL. WHEN THE WATER SYSTEM IS UNDER THE CITY OF TIGARD JURISDICTION, AN ENGINEERING COST ESTIMATE OF WATER IMPROVEMENT SHALL BE LISTED AS A SEPARATE LINE ITEM FROM THE TOTAL COST ESTIMATE. NOTE: THESE PLANS ARE IN ADDITION TO ANY DRAWINGS REQUIRED BY THE BUILDING DIVISION AND SHOULD ONLY INCLUDE SHEETS RELEVANT TO PUBLIC IMPROVEMENTS. PUBLIC FACILITY IMPROVEMENT PERMIT PLANS SHALL CONFORM TO CITY OF TIGARD PUBLIC IMPROVEMENT DESIGN STANDARDS, WHICH ARE AVAILABLE AT CITY HALL AND THE CITY'S WEB PAGE (WWW.TIGARD-OR.GOV). 11.PRIOR TO COMMENCING SITE IMPROVEMENTS, SUBMITTAL OF THE EXACT LEGAL NAME, ADDRESS AND TELEPHONE NUMBER OF THE INDIVIDUAL OR CORPORATE ENTITY WHO WILL BE DESIGNATED AS THE “PERMITTEE”, AND WHO WILL PROVIDE THE FINANCIAL ASSURANCE FOR THE PUBLIC IMPROVEMENTS. FOR EXAMPLE, SPECIFY IF THE ENTITY IS A CORPORATION, LIMITED PARTNERSHIP, LLC, ETC. ALSO SPECIFY THE STATE WITHIN WHICH THE ENTITY IS INCORPORATED AND PROVIDE THE NAME OF THE CORPORATE CONTACT PERSON. FAILURE TO PROVIDE ACCURATE INFORMATION TO THE ENGINEERING DEPARTMENT WILL DELAY PROCESSING OF PROJECT DOCUMENTS. 12.PRIOR TO COMMENCING SITE IMPROVEMENTS, THE APPLICANT SHALL PROVIDE A CONSTRUCTION VEHICLE ACCESS AND PARKING PLAN FOR APPROVAL BY THE CITY ENGINEER. THE PURPOSE OF THIS PLAN IS FOR PARKING AND TRAFFIC CONTROL DURING THE PUBLIC IMPROVEMENT CONSTRUCTION PHASE. ALL CONSTRUCTION VEHICLE PARKING SHALL BE PROVIDED ONSITE. NO CONSTRUCTION VEHICLES OR EQUIPMENT WILL BE PERMITTED TO PARK ON THE ADJOINING RESIDENTIAL PUBLIC STREETS. CONSTRUCTION VEHICLES INCLUDE THE VEHICLES OF ANY CONTRACTOR OR SUBCONTRACTOR INVOLVED IN THE CONSTRUCTION OF SITE IMPROVEMENTS OR BUILDINGS PROPOSED BY THIS APPLICATION, AND SHALL INCLUDE THE VEHICLES OF ALL SUPPLIERS AND EMPLOYEES ASSOCIATED WITH THE PROJECT. 13.PRIOR TO COMMENCING SITE IMPROVEMENTS, THE APPLICANT SHALL PROVIDE ENGINEERING DIVISION A PHOTOMETRIC ANALYSIS FOR THE REVIEW AND APPROVAL. NEW LED STREETLIGHTS ARE REQUIRED BASED ON THE PHOTOMETRIC ANALYSIS; THE APPLICANT SHALL SUBMIT PLANS SHOWING THE LOCATION OF STREETLIGHTS INCLUDING IN THE PRIVATE STREET TO ENGINEERING DIVISION FOR REVIEW AND APPROVAL. TYPE AND COLOR OF POLE AND LIGHT FIXTURE SHALL ALSO BE INCLUDED ON THE PLAN FOR REVIEW AND APPROVAL. 14.PRIOR TO COMMENCING SITE IMPROVEMENTS, THE APPLICANT SHALL SUBMIT PLANS SHOWING THE FOLLOWING ITEMS TO ENGINEERING FOR REVIEW AND APPROVAL (INCLUDING CURB AND GUTTER, STREET TREES IN THE PLANTER STRIP SPACED PER TCD REQUIREMENTS, STREETLIGHTS AS RECOMMENDED FROM THE APPROVED PHOTOMETRIC ANALYSIS, CURB RADII MEETING WASHINGTON COUNTY AND CITY OF TIGARD STANDARDS, INTERSECTION ADA RAMPS MEETING HE PUBLIC RIGHT OF WAY ACCESSIBILITY GUIDELINES (PROWAG), STORM DRAINAGE IMPROVEMENT MEETING CWS DESIGN AND CONSTRUCTION STANDARDS, UNDERGROUND UTILITIES, STREET SIGNS, NAMES AND TRAFFIC CONTROL DEVICES, STRIPING MEETING THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), WASHINGTON COUNTY AND THE CITY OF TIGARD STANDARDS, STREET PROFILE AND CENTER LINE RADIUS MEETING WASHINGTON COUNTY AND CITY OF TIGARD STANDARDS): SW ROY ROGERS RD ADJACENT TO THE DEVELOPMENT SHALL INCLUDE AND SHALL BE SHOWN TO HAVE: ·49-FOOT FROM CENTERLINE RIGHT OF WAY DEDICATION ·39-FOOT FROM CENTERLINE HALF STREET: ··7-FOOT HALF MEDIAN/TURN LANE ··TWO 12-FOOT TRAVEL LANES ··8-FOOT BIKE LANE ··ASPHALT PAVEMENT STRUCTURAL SECTION MEETING WASHINGTON COUNTY AND CITY OF TIGARD -ARTERIAL STREET CROSS SECTION ·5-FOOT PLANTER ·8-FOOT CONCRETE SIDEWALK ·10-FOOT LANDSCAPE TRACT ·NOTE: THE ADDITIONAL 2 FEET NEEDED (IN ADDITION TO THE 49 FEET) FOR SIDEWALK AREA CAN BE HANDLED IN A PEDESTRIAN EASEMENT OVER THE REQUIRED 10 FOOT LANDSCAPE TRACT. THE SIDEWALK CAN ALSO MEANDER WITHIN THE 10 FEET OF THE LANDSCAPE TRACT, PROVIDED THE EASEMENT COVERS THE FULL 10 FOOT WIDTH. ·IMPROVEMENTS ON ROY ROGERS RD SHALL COMPLY WITH THE RECOMMENDED CONDITONS BY WASHINGTON COUNTY LUT DATED APRIL 13, 2015. THE APPLICANT'S WASHINGTON COUNTY FACILITIES PERMIT CONSTRUCTION DRAWINGS SHALL INDICATE THAT FULL HALF-STREET IMPROVEMENTS, MEETING COUNTY AND CITY STANDARDS, SHALL BE CONSTRUCTED ALONG THE ROY ROGERS ROAD FRONTAGE AS DESCRIBED ABOVE. THE DRAWINGS WILL PROVIDE FOR ROW DEDICATION, SHOW IMPROVEMENTS IN PLAN VIEW AND WILL PROVIDE THE APPROVED CROSS-SECTION. CONSTRUCTION LEVEL DRAWINGS WILL BE DEFERRED TO ALLOW FOR THE DEVELOPMENT OF A WASHINGTON COUNTY-CITY OF TIGARD MSTIP PROJECT. ROW DEDICATIONS WILL NOT BE DEFERRED. SW BULL MOUNTAIN RD EAST OF LOT 8 SHALL INCLUDE AND SHALL BE SHOWN TO HAVE: ·74-FOOT RIGHT OF WAY DEDICATION ·50-FOOT FULL STREET: ··14-FOOT HALF MEDIAN/TURN LANE ··TWO 12-FOOT TRAVEL LANES ··6-FOOT BIKE LANES ··ASPHALT PAVEMENT STRUCTURAL SECTION MEETING CITY OF TIGARD - COLLECTOR STREET CROSS SECTION ·5-FOOT PLANTERS ·6-FOOT CONCRETE SIDEWALKS ·ROUNDABOUT AT RIVER TERRACE BLVD SW BULL MOUNTAIN RD WEST OF LOT 8 SHALL INCLUDE AND SHALL BE SHOWN TO HAVE: ·74-FOOT RIGHT OF WAY DEDICATION ·50-FOOT FULL STREET: ··14-FOOT HALF MEDIAN/TURN LANE ··TWO 12-FOOT TRAVEL LANES ··6-FOOT BIKE LANES ··ASPHALT PAVEMENT STRUCTURAL SECTION MEETING CITY OF TIGARD - COLLECTOR STREET CROSS SECTION ·6.5-FOOT PLANTER ON THE NORTH SIDE OF THE STREET ·5-FOOT CONCRETE SIDEWALK ON THE NORTH SIDE OF THE STREET ·8-FOOT PLANTER ON THE SOUTH SIDE OF THE STREET ·6-FOOT CONCRETE SIDEWALK ON THE SOUTH SIDE OF THE STREET, A PORTION OF WHICH TO BE CONSTRUCTED WITHIN A PUBLIC SIDEWALK EASEMENT SW PERTH RD WEST OF SW 168 AVENUE SHALL INCLUDE AND SHALL BE SHOWN TO HAVE: ·70-FOOT RIGHT OF WAY DEDICATION ·46-FOOT FULL STREET: ··12-FOOT HALF MEDIAN/TURN LANE ··TWO 11-FOOT TRAVEL LANES ··6-FOOT BIKE LANES ··ASPHALT PAVEMENT STRUCTURAL SECTION MEETING CITY OF TIGARD - COLLECTOR STREET CROSS SECTION ·5.5-FOOT PLANTERS ·6-FOOT CONCRETE SIDEWALK ·ADEQUATE RIGHT OF WAY CORNER RADIUS FOR FUTURE SIGNAL AT PERTH RD/ROY ROGERS RD SW PERTH RD EAST OF SW 168TH AVENUE AND WEST OF RIVER TERRACE BLVD SHALL INCLUDE AND SHALL BE SHOWN TO HAVE: ·58-FOOT RIGHT OF WAY DEDICATION ·34-FOOT FULL STREET ··TWO 11-FOOT TRAVEL LANES ··6-FOOT BIKE LANES ··ASPHALT PAVEMENT STRUCTURAL SECTION MEETING CITY OF TIGARD - COLLECTOR STREET CROSS SECTION ·5.5-FOOT PLANTERS ·6-FOOT CONCRETE SIDEWALK ·ROUNDABOUT AT RIVER TERRACE BLVD SW PERTH RD EAST OF RIVER TERRACE BLVD SHALL INCLUDE AND SHALL BE SHOWN TO HAVE: ·58-FOOT RIGHT OF WAY DEDICATION ·36-FOOT FULL STREET: ··TWO 12-FOOT TRAVEL LANES ··6-FOOT BIKE LANES ··ASPHALT PAVEMENT STRUCTURAL SECTION MEETING CITY OF TIGARD - NEIGHBORHOOD ROUTE CROSS SECTION ·5-FOOT PLANTERS ·5-FOOT CONCRETE SIDEWALKS ·ROUNDABOUT AT RIVER TERRACE BLVD SW RIVER TERRACE BLVD NORTH OF SW PERTH AVENUE AND SOUTH OF SW NOOSA COURT SHALL INCLUDE AND SHALL BE SHOWN TO HAVE: ·110-FOOT RIGHT OF WAY DEDICATION ·52-FOOT FULL STREET: ··14-FOOT HALF MEDIAN/RAINWATER SWALE, INCLUDING 2 FOOT CLEARANCE FROM TRAVEL LANES ··TWO 11-FOOT TRAVEL LANES ··8-FOOT PARKING OR PLANTER LANES ··ASPHALT PAVEMENT STRUCTURAL SECTION MEETING CITY OF TIGARD - COLLECTOR STREET CROSS SECTION ·WEST SIDE OF THE STREET: ··5-FOOT CURB TIGHT CONCRETE SIDEWALK ··3 TO 23-FOOT PLANTER/SWALE ··12-FOOT MEANDERING MULTI-USE PATH ··3 TO 23-FOOT PLANTER ·EAST SIDE OF THE STREET: ··7-FOOT PLANTER ··6-FOOT WALK ·ROUNDABOUT AT RIVER TERRACE BLVD AND PERTH RD SW RIVER TERRACE BLVD SOUTH OF SW PERTH AVENUE AND NORTH OF SENSITIVE AREA CROSSING SHALL INCLUDE AND SHALL BE SHOWN TO HAVE: ·68.5-FOOT RIGHT OF WAY DEDICATION ·24-FOOT FULL STREET: ··TWO 12-FOOT TRAVEL LANES ··ASPHALT PAVEMENT STRUCTURAL SECTION MEETING CITY OF TIGARD - COLLECTOR STREET CROSS SECTION ·WEST SIDE OF THE STREET: ··3 TO 23-FOOT PLANTER/SWALE ··12-FOOT MEANDERING MULTI-USE PATH ··3 TO 23-FOOT PLANTER ·EAST SIDE OF THE STREET: ··6-FOOT CURB-TIGHT SIDEWALK SW RIVER TERRACE BLVD WHERE CROSSING SENSITIVE AREA SHALL INCLUDE AND SHALL BE SHOWN TO HAVE: ·44-FOOT RIGHT OF WAY DEDICATION ·24-FOOT FULL STREET: ··TWO 12-FOOT TRAVEL LANES ··ASPHALT PAVEMENT STRUCTURAL SECTION MEETING CITY OF TIGARD - COLLECTOR STREET CROSS SECTION ·12-FOOT CONCRETE CURB-TIGHT SIDEWALK ON THE WEST SIDE OF THE STREET, NOT INCLUDING CURB WIDTH ·6-FOOT CONCRETE CURB TIGHT SIDEWALK ON THE EAST SIDE OF THE STREET, NOT INCLUDING CURB WIDTH SW BEEMER ST AND EVERTON ST EAST OF RIVER TERRACE BLVD SHALL INCLUDE AND SHALL BE SHOWN TO HAVE: ·54-FOOT RIGHT OF WAY DEDICATION ·32-FOOT FULL STREET: ··TWO TRAVEL LANES WITH ON STREET PARKING ON BOTH SIDES ··ASPHALT PAVEMENT STRUCTURAL SECTION MEETING CITY OF TIGARD -LOCAL STREET CROSS SECTION ·5-FOOT PLANTERS ·5-FOOT CONCRETE SIDEWALKS ·EYEBROW CORNER MEETING WASHINGTON COUNTY STANDARDS SW COLORADO LANE, EVERTON ST WEST OF RIVER TERRACE BLVD, LEAF LANE, RUBICON LANE, DARLING LANE, YARA LANE, RIVERDELL LANE, ALBANY TERRACE, 165TH AVE, 168TH AVE, AND 169TH AVE SHALL INCLUDE AND SHALL BE SHOWN TO HAVE: ·50-FOOT RIGHT OF WAY DEDICATION ·28-FOOT FULL STREET: ··TWO TRAVEL LANES WITH PARKING ON BOTH SIDES ··ASPHALT PAVEMENT STRUCTURAL SECTION MEETING CITY OF TIGARD -LOCAL SKINNY STREET CROSS SECTION ·5-FOOT PLANTERS ·5-FOOT CONCRETE SIDEWALKS ·EYEBROW CORNER MEETING WASHINGTON COUNTY STANDARDS ·SUBMIT SKINNY STREET CRITERIA FOR REVIEW AND APPROVAL SW KESSLER LANE AT SW 165TH AVE ADJACENT TO SENSITIVE AREA SHALL INCLUDE AND SHALL BE SHOWN TO HAVE: ·45-FOOT RIGHT OF WAY DEDICATION ·28-FOOT FULL STREET: ··TWO TRAVEL LANES WITH PARKING ON ONE SIDE ··ASPHALT PAVEMENT STRUCTURAL SECTION MEETING CITY OF TIGARD -LOCAL SKINNY STREET CROSS SECTION ·5-FOOT PLANTER ON THE WEST SIDE ·5-FOOT CONCRETE SIDEWALKS ·EYEBROW CORNER MEETING WASHINGTON COUNTY STANDARDS SW CAYENNE CT [YARRA] SHALL INCLUDE AND SHALL BE SHOWN TO HAVE: ·41-FOOT PRIVATE STREET TRACT ·24-FOOT FULL STREET: ··TWO TRAVEL LANES WITH PARKING ON ONE SIDE ··ASPHALT PAVEMENT STRUCTURAL SECTION MEETING CITY OF TIGARD -LOCAL STREET CROSS SECTION ·5-FOOT PLANTER ON THE WEST SIDE ·5-FOOT CONCRETE SIDEWALKS SW NOOSA CT SHALL INCLUDE AND SHALL BE SHOWN TO HAVE: ·35-FOOT PRIVATE STREET TRACT ·24-FOOT FULL STREET: ··TWO TRAVEL LANES ··ASPHALT PAVEMENT STRUCTURAL SECTION MEETING CITY OF TIGARD -LOCAL STREET CROSS SECTION ·5-FOOT CONCRETE SIDEWALKS ·MUST PROVIDE TVFR APPROVAL FOR PROPOSED PAVED SECTION SW RIO PLACE [RIVERDELL] AND DEVIN CT [169TH] SHALL INCLUDE AND SHALL BE SHOWN TO HAVE: ·36-FOOT PRIVATE STREET TRACT ·24-FOOT FULL STREET: ··TWO TRAVEL LANES ··ASPHALT PAVEMENT STRUCTURAL SECTION MEETING CITY OF TIGARD -LOCAL STREET CROSS SECTION ·5-FOOT CONCRETE SIDEWALK ON THE WEST SIDE ·5-FOOT PLANTER ON THE WEST SIDE ·MUST PROVIDE TVFR APPROVAL FOR PROPOSED PAVED SECTION SW CHETCO COURT SHALL INCLUDE AND SHALL BE SHOWN TO HAVE: ·35.5-FOOT PRIVATE STREET TRACT ·28-FOOT FULL STREET: ··TWO TRAVEL LANES WITH PARKING ON BOTH SIDES ··ASPHALT PAVEMENT STRUCTURAL SECTION MEETING CITY OF TIGARD -LOCAL STREET CROSS SECTION ·5-FOOT CONCRETE SIDEWALK ON THE WEST SIDE ·STREETLIGHTS AS RECOMMENDED FROM THE APPROVED PHOTOMETRIC ANALYSIS ·MUST PROVIDE TVFR APPROVAL FOR PROPOSED PAVED SECTION PRIVATE ALLEY OFF CAYENNE CT SHALL INCLUDE AND SHALL BE SHOWN TO HAVE: ·20-FOOT PRIVATE ALLEY TRACT WITH TURNOUT ·20-FOOT FULL STREET: ··TWO TRAVEL LANES, INCLUDING CURB AND GUTTER ··ASPHALT PAVEMENT STRUCTURAL SECTION MEETING CITY OF TIGARD -LOCAL STREET CROSS SECTION ·MOUNTABLE CURB AND GUTTER ·STREETLIGHTS AS RECOMMENDED FROM THE APPROVED PHOTOMETRIC ANALYSIS ·INTERSECTION ADA RAMPS MEETING THE PROWAG ·STORM DRAINAGE IMPROVEMENT MEETING CWS DESIGN AND CONSTRUCTION STANDARDS ·UNDERGROUND UTILITIES ·STREET SIGNS, NAMES AND TRAFFIC CONTROL DEVICES, STRIPING MEETING THE MUTCD, AND CITY OF TIGARD STANDARDS ·STREET PROFILE AND CENTER LINE RADIUS MEETING CITY OF TIGARD STANDARDS ·MUST PROVIDE TVFR APPROVAL FOR PROPOSED PAVED SECTION PRIVATE AISLE SHALL INCLUDE AND SHALL BE SHOWN TO HAVE: ·20-FOOT FULL STREET: ··TWO TRAVEL LANES ··ASPHALT PAVEMENT STRUCTURAL SECTION MEETING CITY OF TIGARD -LOCAL STREET CROSS SECTION ·MUST PROVIDE TVFR APPROVAL FOR PROPOSED PAVED SECTION 15.PRIOR TO COMMENCING PHASE 2 SITE IMPROVEMENTS, THE APPLICANT SHALL OBTAIN A WASHINGTON COUNTY TEMPORARY RIGHT-OF-WAY PERMIT FOR CONSTRUCTION ACCESS TO THE SITE USING ROY ROGERS ROAD (OPERATIONS DIVISION, 503-846-7623). 16.PRIOR TO COMMENCING SITE IMPROVEMENTS, SUBMIT A FINAL STORM DRAINAGE REPORT AND SITE PLANS AS PART OF THE PFI PERMIT INDICATING HOW RUN-OFF GENERATED BY THE DEVELOPMENT WILL BE COLLECTED, CONVEYED, TREATED AND DETAINED TO ENGINEERING DIVISION FOR REVIEW AND APPROVAL. WATER QUANTITY DESIGN AND CALCULATIONS MUST BE PREPARED IN ACCORDANCE WITH TRUST HYDRAULIC MODEL. THE STORM DRAINAGE REPORT SHALL BE PREPARED AND INCLUDE A MAINTENANCE PLAN IN ACCORDANCE WITH CWS DESIGN AND CONSTRUCTION STANDARDS AND THE CITY OF TIGARD STANDARDS. 17.PRIOR TO COMMENCING SITE IMPROVEMENTS, THE APPLICANT SHALL OBTAIN A CWS STORMWATER CONNECTION AUTHORIZATION PRIOR TO ISSUANCE OF THE CITY OF TIGARD PFI PERMIT. PLANS SHALL BE SUBMITTED TO THE CITY OF TIGARD FOR REVIEW. THE CITY WILL FORWARD PLANS TO CWS AFTER PRELIMINARY REVIEW. THE APPLICANT'S SITE PLANS INDICATES THAT A STORM DRAINAGE PIPE SERVING THE RESIDENTIAL UNITS ON TRACT X TO BE BORED UNDER THE ADJACENT WETLAND. ALTHOUGH IMPACT TO THE WETLAND IS MINIMIZED WHEN BORE CONSTRUCTION IS PROPOSED, LONG TERM MAINTENANCE OF THE PIPE UNDER THE WETLAND IS A CONCERN TO THE CITY. THE CITY REQUIRES THAT RUN-OFF GENERATED FROM IMPERVIOUS AREAS TO BE TREATED LOCALLY ON TRACT X PRIOR TO RELEASING TO THE ADJACENT WETLAND. PRIOR TO COMMENCING SITE IMPROVEMENTS, SUBMIT SITE PLANS AND CALCULATIONS AN ALTERNATIVE DESIGN FOR THE STORM DRAINAGE INCLUDING WATER QUALITY AND DETENTION LOCALLY WITHIN TRACT X FOR REVIEW AND APPROVAL. PHASE 2 REGIONAL DETENTION FACILITY TO OVER DETAIN FOR RUNOFF FROM THESE RESIDENTIAL UNITS. 18.PRIOR TO COMMENCING OF SITE IMPROVEMENTS, SUBMIT SITE PLANS AS PART OF THE PFI PERMIT SHOWING THE PROPOSED SANITARY SEWER SYSTEM AND ASSOCIATED FACILITIES TO BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE CITY OF TIGARD AND CWS DESIGN AND CONSTRUCTION STANDARDS. 19.PRIOR TO COMMENCING SITE IMPROVEMENTS, THE APPLICANT SHALL SUBMIT EVIDENCES INDICATING THAT THERE ARE SUFFICIENT PUMP STATION CAPACITY AND ASSOCIATED FORCE MAINS AND GRAVITY MAINS TO SERVE THE PROPOSED DEVELOPMENT. 20.PRIOR TO COMMENCING SITE IMPROVEMENTS, SUBMIT SITE PLANS AS PART OF THE PFI PERMIT SHOWING ALL PROPOSED AND/OR EXTENSIONS OF PUBLIC WATER LINES, HYDRANTS AND WATER SERVICES TO BE DESIGNED IN ACCORDANCE WITH THE CITY OF TIGARD STANDARDS TO ENGINEERING FOR REVIEW AND APPROVAL. LOOPED SYSTEMS WILL BE REQUIRED WHERE POSSIBLE. DEAD END MAINS MUST BE APPROVED BY THE CITY ENGINEER. 21.PRIOR TO COMMENCING SITE IMPROVEMENTS, THE APPLICANT SHALL DEMONSTRATE THROUGH CALCULATIONS, PLANS, EXHIBITS AND ANY OTHER NECESSARY DOCUMENTS OR AGREEMENTS THAT SUFFICIENT WATER CAPACITY IS AVAILABLE. 22.PRIOR TO COMMENCING SITE IMPROVEMENTS, THE APPLICANT WILL BE REQUIRED TO PROVIDE WRITTEN APPROVAL FROM TUALATIN VALLEY FIRE AND RESCUE (TVF&R) FOR FIRE FLOW, HYDRANT PLACEMENT, EMERGENCY VEHICULAR ACCESS, TURN AROUND, AND PRIVATE STREET WIDTHS WITH AND WITHOUT PARKING. 23.PRIOR TO COMMENCING SITE IMPROVEMENTS, AN EROSION CONTROL PLAN SHALL BE PROVIDED AS PART OF THE PFI PERMIT DRAWINGS. THE PLAN SHALL CONFORM TO THE "CWS EROSION PREVENTION AND SEDIMENT CONTROL DESIGN AND PLANNING MANUAL” (CURRENT EDITION) AND SUBMITTED TO CITY OF TIGARD WITH THE PFI PLANS. 24.PRIOR TO COMMENCING SITE IMPROVEMENTS, THE APPLICANT SHALL OBTAIN A 1200-C GENERAL PERMIT ISSUED THROUGH THE CITY OF TIGARD PURSUANCE TO ORS 468.740 AND THE FEDERAL CLEAN WATER ACT. 25.PRIOR TO COMMENCING SITE IMPROVEMENTS, THE APPLICANT SHALL OBTAIN ANY APPLICABLE U.S. ARMY CORPS OF ENGINEERS/DEPARTMENT OF STATE LANDS PERMITS. 26.PRIOR TO COMMENCING SITE IMPROVEMENTS, A FINAL GRADING PLAN SHALL BE SUBMITTED SHOWING THE EXISTING AND PROPOSED CONTOURS. THE PLAN SHALL DETAIL THE PROVISIONS FOR SURFACE DRAINAGE OF ALL LOTS, AND SHOW THAT THEY WILL BE GRADED TO ENSURE THAT SURFACE DRAINAGE IS DIRECTED TO THE STREET OR A PUBLIC STORM DRAINAGE SYSTEM APPROVED BY THE ENGINEERING DIVISION. 27.A MEMO PREPARED BY GEODESIGN DATED APRIL 4, 2018 LISTED SEVERAL REPORTS AND MEMOS RELEVANT TO THE PROPOSED DEVELOPMENT. PRIOR TO COMMENCING SITE IMPROVEMENTS SUBMIT A SUMMARY AND RELEVANT RECOMMENDATIONS TO THE PROPOSED DEVELOPMENT TO ENGINEERING FOR REVIEW AND APPROVAL. THE RECOMMENDATIONS SHALL BE INCORPORATED INTO THE FINAL GRADING PLAN AND A FINAL CONSTRUCTION SUPERVISION REPORT MUST BE FILED WITH THE ENGINEERING DEPARTMENT PRIOR TO ISSUANCE OF BUILDING PERMITS. 28.THE DESIGN ENGINEER SHALL INDICATE, ON THE GRADING PLAN, WHICH LOTS WILL HAVE NATURAL SLOPES BETWEEN 10 PERCENT AND 20 PERCENT, AS WELL AS LOTS THAT WILL HAVE NATURAL SLOPES IN EXCESS OF 20 PERCENT. THIS INFORMATION WILL BE NECESSARY IN DETERMINING IF SPECIAL GRADING INSPECTIONS AND/OR PERMITS WILL BE NECESSARY WHEN THE LOTS DEVELOP. 29.PRIOR TO COMMENCING OF SITE IMPROVEMENTS, THE APPLICANT SHALL SUBMIT SITE PLANS SHOWING LOCATION OF THE STREET MONUMENTS TO ENGINEERING FOR REVIEW AND APPROVAL. 30.PRIOR TO COMMENCING SITE IMPROVEMENTS, SUBMIT AUTOCAD FILE OF THE CONSTRUCTION PLAN TO THE CITY FOR GIS PURPOSES. PRIOR TO FINAL PLAT APPROVAL 31.PRIOR TO FINAL PLAT APPROVAL, THE APPLICANT SHALL SUBMIT A WRITTEN DETERMINATION PROVIDED BY THE PARKS AND FACILITIES DIVISION MANAGER REGARDING DEDICATION OF PROPOSED PARKS, PLAYGROUNDS OR OTHER PUBLIC USES. 32. PRIOR TO FINAL PLAT APPROVAL AND PERMIT ISSUANCE OF THE PROPOSED SALES OFFICE AND MODEL HOMES, THE APPLICANT SHALL DEMONSTRATE THAT THE FOLLOWING MEASURES ARE IN PLACE: a.PROVISION OF ADEQUATE FIRE ACCESS AND WATER SUPPLY, INCLUDING FIRE HYDRANTS, AS DETERMINED BY THE TVF&R. b.PROVISION OF SAFE AND ADEQUATE PEDESTRIAN AND VEHICLE ACCESS, INCLUDING A SIDEWALK ALONG THE FRONTAGE OF EACH MODEL HOME LOT AND CURBS AND THE FIRST LIFT OF ASPHALT ON ALL STREETS PROPOSED TO SERVE EACH MODEL HOME LOT. c.INSTALLATION OF UTILITIES WITHIN ALL STREETS PROPOSED TO SERVE EACH MODEL HOME LOT. d.PROVISION OF ADEQUATE PARKING. 33. PRIOR TO FINAL PLAT APPROVAL, THE APPLICANT SHALL PROVIDE AUTHORIZATION, BINDING ITS SUCCESSORS AND ASSIGNS, FOR THE CITY TO ENTER THE PROPERTY AND TAKE SUCH ACTIONS AS ARE NECESSARY TO DEMOLISH AND REMOVE ANY TEMPORARY SALES OFFICE OR MODEL HOME THAT HAS BEEN DECLARED A NUISANCE. THE APPLICANT SHALL POST A PERFORMANCE BOND IN FAVOR OF THE CITY IN AN AMOUNT DESIGNATED IN THE TEMPORARY USE APPROVAL AS A REASONABLE ESTIMATE OF THE COST SUFFICIENT FOR THIS PURPOSE. THE BOND SHALL BE RELEASED UPON FINAL PLAT APPROVAL. 34.PRIOR TO FINAL PLAT APPROVAL, ALL IMPROVEMENTS ASSOCIATED WITH PUBLIC INFRASTRUCTURES INCLUDING BUT NOT LIMITED TO STREET IMPROVEMENT UNDER THE CITY OF TIGARD JURISDICTION SHALL BE COMPLETED OR BONDED FOR. THE APPLICANT SHALL OBTAIN CONDITIONAL ACCEPTANCE FROM THE CITY, AND PROVIDE A ONE-YEAR MAINTENANCE ASSURANCE FOR SAID IMPROVEMENTS. 35.PRIOR TO FINAL PLAT APPROVAL, ALL PUBLIC UTILITY FACILITIES INCLUDING BUT NOT LIMITED TO STORM DRAINAGE, WATER QUALITY AND QUANTITY, SANITARY SEWER, WATER, GAS, ELECTRICAL, COMMUNICATION, AND WIRELESS SHALL BE COMPLETED OR BONDED FOR. PUBLIC STORM WATER QUALITY AND QUANTITY FACILITIES SHALL BE PROVIDED WITH THREE YEARS OF MAINTENANCE. 36.PRIOR TO FINAL PLAT APPROVAL THE APPLICANT'S FINAL PLAT SHALL CONTAIN STATE PLANE COORDINATES ON TWO MONUMENTS WITH A TIE TO THE CITY'S GLOBAL POSITIONING SYSTEM (GPS) GEODETIC CONTROL NETWORK (GC 22). THESE MONUMENTS SHALL BE ON THE SAME LINE AND SHALL BE OF THE SAME PRECISION AS REQUIRED FOR THE SUBDIVISION PLAT BOUNDARY. ALONG WITH THE COORDINATES, THE PLAT SHALL CONTAIN THE SCALE FACTOR TO CONVERT GROUND MEASUREMENTS TO GRID MEASUREMENTS AND THE ANGLE FROM NORTH TO GRID NORTH. THESE COORDINATES CAN BE ESTABLISHED BY: ·GPS TIE NETWORKED TO THE CITY'S GPS SURVEY. ·BY RANDOM TRAVERSE USING CONVENTIONAL SURVEYING METHODS. 37.SUBMIT FOR CITY REVIEW FOUR (4) PAPER COPIES OF THE FINAL PLAT PREPARED BY A LAND SURVEYOR LICENSED TO PRACTICE IN OREGON, AND NECESSARY DATA OR NARRATIVE. 38.THE FINAL PLAT AND DATA OR NARRATIVE SHALL BE DRAWN TO THE MINIMUM STANDARDS SET FORTH BY THE OREGON REVISED STATUTES (ORS 92.05), WASHINGTON COUNTY, AND BY THE CITY OF TIGARD. 39.FINAL PLAT WILL INCLUDE SIGNATURE LINES FOR THE CITY ENGINEER AND COMMUNITY DEVELOPMENT DIRECTOR. NOTE: WASHINGTON COUNTY WILL NOT BEGIN THEIR REVIEW OF THE FINAL PLAT UNTIL THEY RECEIVE NOTICE FROM THE ENGINEERING DEPARTMENT INDICATING THAT THE CITY HAS REVIEWED THE FINAL PLAT AND SUBMITTED COMMENTS TO THE APPLICANT'S SURVEYOR. 40.AFTER THE CITY AND COUNTY HAVE REVIEWED THE FINAL PLAT, SUBMIT ONE COPY OF THE FINAL PLAT FOR CITY ENGINEER AND COMMUNITY DEVELOPMENT DIRECTOR SIGNATURES. 41.SUBMIT A CHECK IN THE AMOUNT OF THE CURRENT FINAL PLAT REVIEW FEE (CONTACT PLANNER ON DUTY, AT 503718-2421). 42.PRIOR TO FINAL PLAT APPROVAL, THE APPLICANT'S TRAFFIC ENGINEER SHALL SUBMIT AN ADDENDUM TO THEIR TRAFFIC ME DATED, MARCH 5, 2018. THE ADDENDUM SHALL IDENTIFY THE WARRANT THRESHOLD FOR THE SIGNAL AT SW PERTH RD AND ROY ROGERS RD. PROVIDE A CONSTRUCTION ESTIMATE AND RECOMMEND POLYGON'S PROPORTIONATE SHARE COST FOR THIS SUBDIVISION. 43.SUBMIT A CHECK TO WASHINGTON COUNTY FOR APPROVED PROPORTIONATE SHARE OF SIGNAL CONSTRUCTION. 44.PRIOR TO FINAL PLAT APPROVAL, PROVIDE EVIDENCES FROM WASHINGTON COUNTY THAT THE CONDITIONS OF APPROVAL ON THE MEMO DATED JUNE 25, 2018 FROM WASHINGTON COUNTY HAVE BEEN CONSTRUCTED, COMPLETED, AND/OR SATISFIED. 45.PRIOR TO FINAL PLAT APPROVAL, THE APPLICANT SHALL SUBMIT TO THE ENGINEERING DIVISION THE FINAL INTERSECTION SIGHT DISTANCE CERTIFICATIONS FOR ALL THE INTERSECTIONS INTERNAL TO AND ADJACENT TO THE DEVELOPMENT FOR REVIEW AND APPROVAL. 46.PRIOR TO FINAL PLAT APPROVAL, A PUBLIC UTILITY EASEMENT (PUE) ALONG ALL PUBLIC RIGHTS OF WAY AND PRIVATE TRACTS. AN EIGHT-FOOT AND A SIX-FOOT PUE SHALL BE REQUIRED ALONG THE PUBLIC RIGHTS OF WAY AND THREE-FOOT PUE ALONG TRACTS K, R, AND Y. 47.PRIOR TO FINAL PLAT APPROVAL, PROVIDE EVIDENCES THAT THE HOA HAS BEEN ESTABLISHED AND MAINTENANCE AGREEMENT FOR THE PRIVATE STREETS IS IN PLACE. 48.PRIOR TO FINAL PLAT APPROVAL, PROVIDE AUTOCAD FILES OF THE AS-BUILT DRAWINGS OR BOND FOR IMPROVEMENTS. PRIOR TO ISSUANCE OF BUILDING PERMITS: 49.AT THE TIME OF BUILDING PERMIT APPLICATION SUBMITTAL, THE APPLICANT SHALL SUBMIT PLANS AND ELEVATIONS DEMONSTRATING THAT EACH SINGLE FAMILY DWELLING UNIT IS DESIGNED AND CONSTRUCTED TO CONFORM TO THE APPLICABLE DESIGN STANDARDS IN 18.660.070.I. 50.PRIOR TO ISSUANCE OF BUILDING PERMITS, THE APPLICANT SHALL PROVIDE ELEVATION DRAWINGS SHOWING THAT ALONG THE VERTICAL FACE OF SINGLE-FAMILY ATTACHED AND MULTIPLE-FAMILY STRUCTURES, OFFSETS OCCUR AT A MINIMUM OF EVERY 30 FEET. THIS MAY BE DEMONSTRATED BY PROVIDING ANY TWO OF THE FOLLOWING: A)RECESSES, E.G., DECKS, PATIOS, ENTRANCES, FLOOR AREA, OF A MINIMUM DEPTH OF EIGHT FEET; B) EXTENSIONS, E.G., DECKS, PATIOS, ENTRANCES, FLOOR AREA, OF A MINIMUM DEPTH OF EIGHT FEET, A MAXIMUM LENGTH OF AN OVERHANG SHALL BE 25 FEET; AND C) OFFSETS OR BREAKS IN ROOF ELEVATIONS OF THREE OR MORE FEET IN HEIGHT. CONDITIONS OF APPROVAL CONDITIONS OF APPROVAL CONDITIONS OF APPROVAL CONDITIONS OF APPROVAL TAX MAP 2S1W07 TAX LOT 1200 TAX MAP 2S1W07 TAX LOT 1400 EXISTING STRUCTURES REMOVED PER DEMOLITION PERMIT # BUP2016-00342 EXISTING STRUCTURES REMOVED PER DEMOLITION PERMIT # BUP2016-00310 12' CONCRETE ACCESS 6' CONCRETE CULVERT EXISTING TREE DRIPLINE 41.0' PAV'T PAV'T SW R O Y R O G E R S R D . ( C . R . N O . 3 1 5 0 ) KESSLER LANE PUBLIC UTILITY, SIDEWALK, & LANDSCAPE EASEMENT PUBLIC AERIAL TRANSMISSION LINE EASEMENT SLOPE EASEMENT AND DRAINAGE EASEMENT SLOPE EASEMENT PUBLIC UTILITY EASEMENT PUBLIC UTILITY EASEMENT SLOPE EASEMENT AND DRAINAGE EASEMENT TEMPORARY CONSTRUCTION EASEMENT PUBLIC UTILITY, SIDEWALK, & LANDSCAPE EASEMENT PUBLIC AERIAL TRANSMISSION LINE EASEMENT PHASE 2 PROJECT LIMITS PHASE 2 PROJECT LIMITS PHASE 2 PROJECT LIMITS EXISTING PROPERTY LINE, TYP. 260 254 256 258 262 264 266 266 31 0 31 0 32 0 32 0 33 0 31 2 31 2 31 4 31 4 31 6 31 6 31 8 31 8 32 2 32 2 32 4 32 4 32 6 32 6 32 8 328 33 2 33 4 33 6 33 8338338 290 300 284 286 288 292 294 296 298 302 304 306 308 250 250 26 0 270 280 290 300 242242 244 244 246 246 248 248 252 252 254 254 256 256 258 258 262 264 266 268 272 274 276 278 282 284 286 288 292 294 296 298 302304 306 308 220 220 230 230 240 240 250 250 260 270 280 290 300 310 320 33 0 222 222224 224 226 226 228 228 232 232 234 234 236 236238 238 242 242 244 244 246 246 248 248 252 252 254 256 258 262 264 266 268 272 274 276 278 282 284 286 288 292 294 296 298 302 304 306 308 312 314 316 318 322 324 326 32 8 33 2 33 4 336 300 310 320 330 340 340 294 296 298 302 304 306 308 312 314 316 318 322 324 326 328 332334336 338 342 342 344 344 27 0 28 0 29 0 30 0 31 0 32 0 33 0 26 6 26 8 27 2 27 4 27 6 27 8 28 2 28 4 28 6 28 8 29 2 29 4 29 6 29 8 30 2 30 4 30 6 30 8 31 2 31 4 31 6 31 8 32 2 32432 6 32 8 33 2 33 4336 33 8338 260 260 270 270 280 290 290 290 254254256256 258 258 262 262 264 264 266 266 268 268 272 274276278 282 282 282 284 284 284 286 286 286 288288 288 288288 N: \ p r o j \ 3 9 5 - 1 0 3 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s - C D S u b m i t t a l P H 2 A s b u i l t s \ 3 9 5 1 0 3 . ( 1 0 3 - 1 0 4 ) E X I S T - P H 2 P D M O D . d w g - S H E E T : 10 3 Fe b . 1 3 , 2 3 - 4: 0 8 P M br e t t REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KCS CONSTRUCTION 395-103 01/04/20221ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 2 RENEWS: JUNE 30, 2024 1 INCH = 60 FEET 60 30 60 SCALE 0MATCH SHEET 104 EX AIR RELEASE VALVE EX BLOW-OFF EX WATER VALVE EX WATER METER EX FIRE HYDRANT EX STORM CLEANOUT EX AREA DRAIN EX SANITARY CLEANOUT EX STORM MANHOLE EX SANITARY MANHOLE EX GAS VALVE EX CABLE RISER EX TELEPHONE RISER DYH EXISTING FENCEX EX TREES EX LIGHT POLE SC S D EX CURB INLET TEX BURIED POWER LINE EX GAS LINE EX WATER LINE EX STORM DRAIN EX SANITARY SEWEREASEMENT LINES EX OVERHEAD POWER LINE EX TELEPHONE LINE EX CABLE TV LINE LEGEND EX 2-FOOT CONTOURS EX 10-FOOT CONTOURS EXISTING RIGHT-OF-WAY EXISTING CENTERLINE EXISTING PROPERTY LINE EXISTING BOUNDARY LINE EXISTING SIDEWALK EXISTING PAVEMENT EXISTING GRAVEL EXISTING BUILDING EXISTING WETLAND EXISTING WETLAND BUFFER EXISTING WATERS EXISTING CONDITIONS & DEMO PLAN 103 PROJECT LIMITS TAX MAP 2S1W07 TAX LOT 1400 SLOPE EASEMENT AND DRAINAGE EASEMENT PUBLIC UTILITY, SIDEWALK, & LANDSCAPE EASEMENT 19' GRAVEL DRIVE ACCESS EX. BROKEN DRAINAGE TILE EX. CREEK (DRAINING OFFSITE) SW R O Y R O G E R S R D . ( C . R . N O . 3 1 5 0 ) SANITARY SEWER EASEMENT TEMPORARY CONSTRUCTION EASEMENT DRAINAGE EASEMENT SANITARY SEWER EASEMENT SLOPE & DRAINAGE EASEMENT PUBLIC UTILITY EASEMENT PUBLIC AERIAL TRANSMISSION LINE EASEMENT SLOPE EASEMENT AND DRAINAGE EASEMENT SLOPE EASEMENT PUBLIC UTILITY EASEMENT EXISTING PROPERTY LINE, TYP. 240 25 0 26 0 270 28 0 29 0 30 0 31 0 32 0 238 242 24 4 24 6 248 252 254 25 6 25 8 26 2 26 4 26 6 26 8 27 2 27 4 27 6 27 8 28 2 28 4 28 6 28 8 29 2 29 4 29 6 29 8 30 2 30 4 30 6 30 8 31 2 31 4 31 6 31 8 240 250 260 232 234 236 238 242 244 246 248 252 254 256 258 262 264 260 270 280 252 254 256 258 262 264 266 268 272 274 276 278 282 284 250 260 270 280 290 242 244 246 248 252 254 256 258 262 264 266 268 272 274 276 278 282 284 286 288 292 26 0 270 28 0 29 0 30 0 26 2 264 26 6 268 27 2 27 4 27 6 27 8 28 2 28 4 28 6 28 828 8 28 8 29 2 29 4 29 6 298 30 2 30 4 30 6 30 8 31 0 32 0 30 6 30 8 31 2 31 4 31 6 31 8 29 0 30 0 28 828 8 28 8 292 29 4 29 6 298 30 2 30 4 30 6 30 8 N: \ p r o j \ 3 9 5 - 1 0 3 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s - C D S u b m i t t a l P H 2 A s b u i l t s \ 3 9 5 1 0 3 . ( 1 0 3 - 1 0 4 ) E X I S T - P H 2 P D M O D . d w g - S H E E T : 10 4 Fe b . 1 3 , 2 3 - 4: 0 8 P M br e t t REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KCS CONSTRUCTION 395-103 01/04/20221ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 2 RENEWS: JUNE 30, 2024 EX AIR RELEASE VALVE EX BLOW-OFF EX WATER VALVE EX WATER METER EX FIRE HYDRANT EX STORM CLEANOUT EX AREA DRAIN EX SANITARY CLEANOUT EX STORM MANHOLE EX SANITARY MANHOLE EX GAS VALVE EX CABLE RISER EX TELEPHONE RISER DYH EXISTING FENCEX EX TREES EX LIGHT POLE SC S D EX CURB INLET TEX BURIED POWER LINE EX GAS LINE EX WATER LINE EX STORM DRAIN EX SANITARY SEWEREASEMENT LINES EX OVERHEAD POWER LINE EX TELEPHONE LINE EX CABLE TV LINE LEGEND EX 2-FOOT CONTOURS EX 10-FOOT CONTOURS EXISTING RIGHT-OF-WAY EXISTING CENTERLINE EXISTING PROPERTY LINE EXISTING BOUNDARY LINE 1 INCH = 60 FEET 60 30 60 SCALE 0 MATCH SHEET 103 EXISTING SIDEWALK EXISTING PAVEMENT EXISTING GRAVEL EXISTING BUILDING EXISTING WETLAND EXISTING WETLAND BUFFER EXISTING WATERS EXISTING CONDITIONS & DEMO PLAN 104 PUBLIC UTILITY EASEMENT X X X X X X X X X X X X PHASE 2 PROJECT LIMITS 8.00' PUE, TYP. 6.00' PUE, TYP. 6.00' PUE, TYP. 6.00' PUE, TYP. 6.00' PUE, TYP. 6.00' PUE, TYP. 8.00' PUE, TYP. 6.00' PUE, TYP. 6.00' PUE, TYP. 6.00' PUE, TYP. 6.00' PUE, TYP. 8.00' PUE, TYP. 6.00' PUE, TYP. 6.00' PUE, TYP. 6.00' PUE, TYP. 6.00' PUE, TYP. 8.00' PUE 62 61 60 59 586463 66 83 71696768 78 77828180 65 70 79 90 TRACT Q 84 85 86 87 88 89 57 56 53 54 55 51 52 SW R O Y R O G E R S R D . ( C . R . N O . 3 1 5 0 ) SW KESSLER LANE SW R I V E R T E R R A C E B O U L E V A R D SW RUBICON LANE SW 1 6 5 T H A V E N U E SW EVERTON STREET SW DARLING LANE SW R I V E R T E R R A C E B O U L E V A R D SW 1 6 5 T H A V E PHASE 2 PROJECT LIMITS PHASE 2 PROJECT LIMITS PHASE 2 PROJECT LIMITS PHASE 1 PHASE 2 PROJECT LIMITS PUBLIC UTILITY, SIDEWALK, SLOPE EASEMENT AND DRAINAGE EASEMENT SLOPE EASEMENT PUBLIC UTILITY EASEMENT REFER TO PHASE 1 PLANS FOR WETLAND MITIGATION 11+00 12+00 13+00 14+00 19+33 10 + 0 0 11 + 0 0 12 + 0 0 13 + 0 0 14 + 0 0 15 + 0 0 16 + 0 0 17 + 0 0 18 + 0 0 19+00 17 + 8 5 18 + 0 0 19+00 20+00 20+86 21+0 0 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 11+0012+0013+0014+0015+0016+0017+0018+00 23+00 24+00 25+00 26+00 L5 C6 L7 L8 L9 C10 C11 L11L12 L18C16 54 + 0 0 55 + 0 0 56 + 0 0 57 + 0 0 58 + 0 0 59 + 0 0 60 + 0 0 61 + 0 0 62 + 0 0 L2 C1 C2 L1 74 48 PHASE 3 45 46 47 5049 76 75 72 73 LINE TABLE LINE # L1 L2 L5 L7 L8 L9 L11 L12 L18 LENGTH 34.33' 623.48' 784.74' 67.37' 509.00' 533.75' 25.00' 740.01' 425.53' BEARING S0° 26' 59"E S0° 26' 59"E N0° 26' 59"W N89° 33' 01"E N89° 33' 01"E N89° 53' 32"E S89° 33' 01"W S89° 33' 01"W N89° 33' 01"E CURVE TABLE CURVE # C1 C2 C6 C10 C11 C16 RADIUS 275.00' 275.00' 94.00' 166.00' 166.00' 240.00' LENGTH 102.01' 99.37' 148.56' 64.22' 65.21' 95.76' CHORD DIRECTION S10° 31' 37"E S10° 48' 07"E N44° 49' 30"E N78° 28' 01"E N78° 38' 16"E N78° 07' 10"E MATCH SHEET 106 SITE PLAN 105 1 INCH = 60 FEET 60 30 60 SCALE 0 LEGEND PROPOSED RIGHT-OF-WAY EXISTING RIGHT-OF-WAY PROPOSED CURB AND GUTTER EXISTING CURB AND GUTTER PROPOSED CENTERLINE EXISTING CENTERLINE PROPOSED PUBLIC UTILITY EASEMENT PROPOSED PROPERTY LINE EXISTING PROPERTY LINE EXISTING BOUNDARY LINE PROPOSED HANDICAP RAMP PROPOSED A.C. PAVING EXISTING A.C. PAVING PROPOSED SIDEWALK PROPOSED SIDEWALK BY OTHERS EXISTING SIDEWALK EXISTING GRAVEL EXISTING WETLAND EXISTING WATERS EXISTING BUFFER IN DEGRADED CONDITION TO BE ENHANCED (INCLUDES TEMP. ENCROACHMENT) PROPOSED BUFFER MITIGATION TRACT TABLE TRACT AA OPEN SPACE AND PARK TRACT TRACT BB OPEN SPACE AND FUTURE DEVELOPMENT TRACT TRACT CC PRIVATE STREET TRACT FOR SW NOOSA CT TRACT DD 10' TRACT ALONG ROY ROGERS CONTAINING 8' PUE AND 2' AERIAL EASEMENT TRACT EE WATER QUALITY AND DETENTION FACILITY TRACT TRACT FF NATURAL RESOURCE AND WETLAND TRACT TRACT GG NATURAL RESOURCE AND WETLAND TRACT TRACT HH FUTURE DEVELOPMENT TRACT TRACT N RECREATION AND PARK TRACT TRACT O PRIVATE STREET TRACT FOR SW CHETCO CT TRACT P OPEN SPACE AND PARK TRACT TRACT Q RECREATION AND PARK TRACT TRACT R OPEN SPACE AND PARK TRACT TRACT S OPEN SPACE AND PARK TRACT TRACT T OPEN SPACE AND PARK TRACT TRACT U PRIVATE STREET TRACT FOR SW CAYENNE CT TRACT V PRIVATE STREET TRACT FOR SW RIO PLACE TRACT W 10' TRACT ALONG ROY ROGERS CONTAINING 8' PUE AND 2' AERIAL EASEMENT TRACT X OPEN SPACE AND PARK TRACT TRACT Y PRIVATE STREET TRACT FOR SW DEVLIN CT TRACT Z PRIVATE STREET TRACT FOR ALLEY SW R O Y R O G E R S R D . ( C . R . N O . 3 1 5 0 ) SW R I V E R T E R R A C E B L V D SW PERTH ROAD SW 1 6 5 T H A V E N U E KEY MAP N: \ p r o j \ 3 9 5 - 1 0 3 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s - C D S u b m i t t a l P H 2 A s b u i l t s \ 3 9 5 1 0 3 . ( 1 0 5 - 1 0 6 ) S I T E - P H 2 . d w g - S H E E T : 10 5 Fe b . 1 3 , 2 3 - 4: 0 9 P M br e t t REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KCS CONSTRUCTION 395-103 01/04/20221ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 2 RENEWS: JUNE 30, 2024 8.00' PUE, TYP. 6.00' PUE, TYP. 8.00' PUE, TYP. 3.00' PUE, TYP. 6.00' PUE, TYP. 6.00' PUE, TYP. 6.00' PUE, TYP. 6.00' PUE, TYP. 6.00' PUE, TYP. 8.00' PUE, TYP. 9293 TRACT Q 91 TRACT R 94 TRACT S TRACT W TRACT X TRACT EE TRACT DD 114 TRACT Z 123 SW P E R T H R D SW PERTH ROAD SW N O O S A C T SW R I V E R T E R R A C E B L V D SW CHETCO CT SW R O Y R O G E R S R D . ( C . R . N O . 3 1 5 0 ) Proposed Permanent Slope and Drainage Easement ROY ROGERS WACO DESIGN ROY ROGERS WACO DESIGN SLOPE EASEMENT AND DRAINAGE EASEMENT PUBLIC UTILITY, SIDEWALK, & LANDSCAPE EASEMENT TEMPORARY CONSTRUCTION EASEMENT DRAINAGE EASEMENT SANITARY SEWER EASEMENT SLOPE & DRAINAGE EASEMENT PUBLIC UTILITY EASEMENT PUBLIC AERIAL TRANSMISSION LINE EASEMENT SLOPE EASEMENT AND DRAINAGE EASEMENT SLOPE EASEMENT PUBLIC UTILITY, SIDEWALK, & LANDSCAPE EASEMENT PUBLIC AERIAL TRANSMISSION LINE EASEMENT PUBLIC UTILITY EASEMENT 10 + 0 0 10+00 11+00 11+7 2 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+0 0 17+ 0 0 18+ 0 0 19+ 0 0 20+ 0 0 21+ 0 0 22+00 23+00 24+00 25+00 26+00 10 + 0 0 11 + 0 0 12 + 0 0 13 + 0 0 14+0014+50 10+00 11+00 12+0 0 13+00 14+00 14+6 3 L4 L14 L15 L16 L17 L18 C14 C15 C16 L2 7 L32 C24 L33 L34 L35 65+63 63 + 0 0 64 + 0 0 65+ 0 0 65+62 66+0 0 67+00 68+00 69+00 70+0 0 71+ 0 0 72 + 0 0 73 + 0 0 C3 C4 C5 L3 TRAC T Y TRACT W 99 104103 105 101 102 100 97 98 95 96 109 108 107 106 124 125 127 128 129 130 131 132 133 126 TRACT CC TRACT BB TRACT AA 111 112 113 110 119 120 121 122 118117 116 115 8.00' PUE, TYP. TRACT U TRACT T TRACT V PHASE 3 6.00' PUE, TYP. LINE TABLE LINE # L3 L4 L5 L14 L15 L16 L17 L27 L32 L33 L34 L35 LENGTH 380.15' 29.00' 784.74' 690.62' 197.76' 198.13' 57.11' 74.87' 62.91' 27.78' 386.25' 77.21' BEARING S0° 26' 59"E N14° 10' 08"W N0° 26' 59"W N89° 30' 15"E N42° 40' 51"E N43° 53' 24"E N66° 41' 20"E N13° 07' 35"W N89° 33' 01"E S47° 19' 09"E N61° 14' 37"E N59° 57' 01"E CURVE TABLE CURVE # C3 C4 C5 C14 C15 C24 RADIUS 195.00' 400.00' 275.00' 375.00' 372.76' 150.00' LENGTH 146.65' 283.81' 397.25' 306.46' 148.33' 76.81' CHORD DIRECTION S21° 59' 38"E S62° 53' 22"E S41° 49' 57"E N66° 05' 33"E N55° 17' 22"E S75° 46' 48"E SITE PLAN 1061 INCH = 60 FEET 60 30 60 SCALE 0 MATCH SHEET 105 LEGEND PROPOSED RIGHT-OF-WAY EXISTING RIGHT-OF-WAY PROPOSED CURB AND GUTTER EXISTING CURB AND GUTTER PROPOSED CENTERLINE EXISTING CENTERLINE PROPOSED PUBLIC UTILITY EASEMENT PROPOSED PROPERTY LINE EXISTING PROPERTY LINE EXISTING BOUNDARY LINE PROPOSED HANDICAP RAMP PROPOSED A.C. PAVING EXISTING A.C. PAVING PROPOSED SIDEWALK PROPOSED SIDEWALK BY OTHERS EXISTING SIDEWALK EXISTING GRAVEL EXISTING WETLAND EXISTING WATERS TEMPORARY DEGRADED BUFFER ENCROACHMENT EXISTING BUFFER IN DEGRADED CONDITION TO BE ENHANCED (INCLUDES TEMP. ENCROACHMENT) PROPOSED BUFFER MITIGATION SW R O Y R O G E R S R D . ( C . R . N O . 3 1 5 0 ) SW R I V E R T E R R A C E B L V D SW PERTH ROAD SW 1 6 5 T H A V E N U E KEY MAP N: \ p r o j \ 3 9 5 - 1 0 3 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s - C D S u b m i t t a l P H 2 A s b u i l t s \ 3 9 5 1 0 3 . ( 1 0 5 - 1 0 6 ) S I T E - P H 2 . d w g - S H E E T : 10 6 Fe b . 1 3 , 2 3 - 4: 0 9 P M br e t t REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KCS CONSTRUCTION 395-103 01/04/20221ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 2 RENEWS: JUNE 30, 2024 SC SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSSSSSS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SC SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSSSSSS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS X X X X X X X X X A B C A B C F ED D E F 25 0 260 27 0 246 248 252 254 256 258 262 26 4 26 6 26 8 27 2 27 4 27 6 27 8 28 0 280 28 0 29 0 300 282 282 28 2 284284 28 4 286 28 8 292 29 4 29 6 29 8 302 310 302 304 306 308 312 314 316 310 308 312 314 316 310 32 0 312 314 316 318 32 2 31 0 306308 280 290 300 300 310 310 282 284 286 288 292 294 296 296 298 298 302 302 304 304 306 306 308 308 312 312 280 290 300 282 284 28 6 28 8 292 294 296 298 302 304 28 0 29 0 272 274 27 6 27 8 28 2 28 4 28 6 28 8 29 2 29 4 29 6 290 300 282 284 286 288 292 294 296 298 302 29 0 286288 264 220 220 230 230 24 0 240 240 250 250 260 260 270 270 280 280 290 290 300 300 310 310 32 0 320 33 0 330 250 260 270 280 290 27 0 28 0 29 0 30 0 31 0 310 31 0 32 0 320 320 33 0 33 0 330 33 0 34 0 340 240 250 260 260 SW KESSLER LANE SW R O Y R O G E R S R D . ( C . R . N O . 3 1 5 0 ) SW R I V E R T E R R A C E B L V D SW RUBICON LANE SW P E R T H R D SW PERTH ROAD SW N O O S A C O U R T SW R I V E R T E R R A C E B L V D SW 1 6 5 T H A V E N U E SW EVERTON STREET SW DARLING LANE SW CHETCO CT TW FG '323.2 323.5 0.3 TW FG'0.5 316.5 317.0 TW FG '307.0 307.5 0.5 TW FG '307.9 311.5 3.6 TW FG'4.4 294.9 299.3 TW FG'5.7 293.0 298.7 TW FG'7.0 293.0 300.0 TW FG'0.5 306.3 306.8 TW FG'1.0 293.0 294.0 TW FG'0.5 303.6 304.1 TW FG '316.2 317.0 0.8 TW FG '314.0 317.7 3.7 TW FG '308.3 314.0 5.7 TW FG '308.3 317.7 9.4 TW FG '307.3 308.0 0.7 TW FG '306.9 317.4 10.5 TW FG'0.5 310.0 310.5 TW FG'1.4 310.4 311.8 TW FG'1.0 309.0 310.0 TW FG'1.0 309.0 310.0 TW FG'1.0 245.0 246.0 TW FG '246.0 257.2 11.2 TW FG'1.0 293.8 294.8 TW FG '289.4 298.8 9.4 TW FG '289.9 298.5 8.6 TW FG'0.5 297.0 297.5 TW FG '297.8 298.3 0.5 TW FG '298.2 300.1 1.9 TW FG '305.3 305.5 0.2 TW FG'0.2 304.4 304.6 TW FG'0.4 308.6 309.0 TW FG'6.0 294.7 300.7 TW FG'5.8 299.7 305.5 TW FG'3.8 310.3 314.1 TW FG '303.0 303.4 0.4 TW FG'1.0 259.9 260.9 TW FG'6.3 241.0 247.3 TW FG '273.2 280.9 7.7 TW FG'0.5 306.3 306.8 TW FG'5.8 299.7 305.5 TW FG'3.1 306.2 309.3 TW FG'3.4 317.5 320.9 TW FG'1.7 310.0 311.7 TW FG'1.2 309.3 311.1 TW FG'1.6 309.7 311.3 TW FG'0.8 296.8 297.6 TW FG'6.6 297.6 304.2 TW FG'4.6 297.5 302.1 TW FG'4.2 297.4 301.6 TW FG'2.7 297.2 299.9 TW FG'0.7 297.1 297.8 13 STAIR STEPS TW FG '240.0 253.6 13.6 TW FG '256.0 260.2 4.2 TW FG ' BW 267.5 268.0 1.5 266.5 TW FG ' BW 268.7 275.3 7.6 267.7 TW FG ' BW 269.4 282.2 13.8 268.4 TW FG ' BW 270.3 283.2 16.3 266.9 TW FG ' BW 270.7 282.8 5.7 277.1 TW FG ' BW271.9 281.7 14.8 266.9 TW FG ' BW 275.2 281.7 14.8 266.9 TW FG ' BW 284.0 284.4 1.4 283.0 TW FG ' BW280.4 289.0 9.6 279.4 TW FG ' BW 274.8 286.3 16.1 270.2 TW FG ' BW 274.1 286.1 5.7 280.4 TW FG ' BW 274.0 278.0 7.8 270.2 TW FG ' BW 274.9 275.3 1.4 273.9 TW FG ' BW 284.0 284.5 1.5 283.0 TW FG'4.8 297.6 301.4 TW FG'1.0 293.7 294.7 TW FG'4.1 288.9 293.0 TW FG'4.4 287.6 292.0 TW FG'4.9 286.8 291.7 TW FG'4.6 284.4 289.0 TW FG'0.4 282.4 283.8 TW FG '317.7 321.7 4.0 TW FG'0.2 316.3 316.5 TW FG '302.0 302.8 0.8 TW FG '304.4 305.8 1.4 TW FG '299.8 302.0 2.2 PHASE3 Slopes Table Number 1 2 3 Minimum Slope 0.00% 10.00% 20.00% Maximum Slope 10.00% 20.00% 100.00% Area 792758.44 66906.62 116627.12 Color 50.0.% 1 INCH = 80 FEET 80 40 80 SCALE 0 N: \ p r o j \ 3 9 5 - 1 0 3 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s - C D S u b m i t t a l P H 2 A s b u i l t s \ 3 9 5 1 0 3 . ( 1 0 7 ) G R A D O V E R A L L - P H 2 P D M O D . d w g - S H E E T : 10 7 Fe b . 1 3 , 2 3 - 4: 0 9 P M br e t t REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KCS CONSTRUCTION 395-103 01/04/20221ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 2 RENEWS: JUNE 30, 2024 324 320 324 320 OVERALL GRADING PLAN 107 EX 2-FT CONTOUR EX 10-FT CONTOUR PROPOSED RETAINING WALL LEGEND FG 2-FT CONTOUR FG 10-FT CONTOUR PROPOSED CIP RETAINING WALL GENERAL NOTES: 1.REFER TO SHEETS 110 AND 111 FOR LOT SECTIONS A - F. X X X X X X X X X X X X X X X A D E 300 29 6 29 8 302 310 302 304 306 308 312 314 316 310 308 312 314 316 310 32 0 312 314 316 318 32 2 310 306308 300 300 310 310 296 298 298 302 302 304 304 306 306 308 308 312 312 302 260 270 280 290 300 310 32 0 33 0 252 254256258 262 264 266 268 272 274 276 27 6276 278 282 284 286 288 292 296 298 302 304 306 308 312 314 31 6 318 32 2 324 32 6 32 8 33 2 334 33 6 338 338 338 338 300 310 320 330 302 304 306 308 312 314 316 318 322 324 326 328 332 334 336 338 33 0 34 0 34 0 332 33 4 33 6 336 338 338 338 33 8 34 2 342 344 34 4 30029 2 294 296 298 302 304 29 0 290 30 0 300 29 2 292 29 4 294 29 6 296 29 8 298 302 304 306 300 310 310 320 320 298 302 302 304 304 306 306 308 308 312 312 314 314 316 316 318 318 322 322 324 32 4 326 326 32 6 32 6 260 254 256 258 262 264 266 266 27 0 28 0 29 0 30 0 31 0 32 0 310 310 320330 304 304 306 306 308 308 312 312 31431631832 232432 632 8 332 27 0 28 0 29 0 30 0 92 66 83 716967 93 68 78 77828180 65 70 79 62 61 60 59 586463 53 54 57 56 55 51 52 88 89 90 TRACT Q 84 91 85 86 87 94 48 74 TW FG '323.2 323.5 0.3 TW FG'0.5 316.5 317.0 TW FG '307.0 307.5 0.5 TW FG '307.9 311.5 3.6 TW FG'4.4 294.9 299.3 TW FG'5.7 293.0 298.7 TW FG'7.0 293.0 300.0 TW FG'0.5 306.3 306.8 TW FG'1.0 293.0 294.0 TW FG'0.5 303.6 304.1 TW FG '316.2 317.0 0.8 TW FG '314.0 317.7 3.7 TW FG '308.3 314.0 5.7 TW FG '308.3 317.7 9.4 TW FG '307.3 308.0 0.7 TW FG '306.9 317.4 10.5 TW FG'0.5 310.0 310.5 TW FG'1.4 310.4 311.8 TW FG'1.0 309.0 310.0 TW FG'1.0 309.0 310.0 TW FG '289.4 298.8 9.4 TW FG '289.9 298.5 8.6 TW FG'0.5 297.0 297.5 TW FG '297.8 298.3 0.5 TW FG '298.2 300.1 1.9 TW FG '305.3 305.5 0.2 TW FG'0.2 304.4 304.6 TW FG'0.4 308.6 309.0 TW FG'6.0 294.7 300.7 TW FG'5.8 299.7 305.5 TW FG'3.8 310.3 314.1 TW FG '303.0 303.4 0.4 TW FG'0.5 306.3 306.8 TW FG'5.8 299.7 305.5 TW FG'3.1 306.2 309.3 TW FG'3.4 317.5 320.9 TW FG'1.7 310.0 311.7 TW FG'1.2 309.3 311.1 TW FG'1.6 309.7 311.3 '4.8 TW FG '317.7 321.7 4.0 TW FG'0.2 316.3 316.5 TW FG '302.0 302.8 0.8 SW DARLING LANE SW R O Y R O G E R S R D . ( C . R . N O . 3 1 5 0 ) SW KESSLER LANE SW R I V E R T E R R A C E B L V D SW RUBICON LANE SW 1 6 5 T H A V E N U E SW EVERTON STREET PHASE3 N: \ p r o j \ 3 9 5 - 1 0 3 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s - C D S u b m i t t a l P H 2 A s b u i l t s \ 3 9 5 1 0 3 . ( 1 0 8 - 1 0 9 ) G R A D I N G - P H 2 P D M O D . d w g - S H E E T : 10 8 Fe b . 1 3 , 2 3 - 4: 1 0 P M br e t t REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KCS CONSTRUCTION 395-103 06/21/20211ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 2 RENEWS: JUNE 30, 2024 GRADING PLAN 1081 INCH = 50 FEET 50 25 50 SCALE 0 MATCH SHEET 109 FG = FINISH GRADE SURFACE TW = TOP OF WALL SW = SIDEWALK ABBREVIATION LEGEND: FG BOTTOM OF WALL, CAP STONE, BOTTOM OF SUBBASE, AND SUB-DRAIN ELEVATION ARE NOT SPECIFIED BY THESE PLANS. REFER TO WALL DETAILS AND SPECIFICATIONS. SWTW HCUT/FILL SLOPE DETAIL CUT OR FILL SLOPE TOP OF SLOPE TOE OF SLOPE PA* H/2; 2' MIN. & 20' MAX. PA* * PERMIT AREA BOUNDARY NATURAL OR FINISH GRADE EX 2-FT CONTOUR EX 10-FT CONTOUR FG 2-FT CONTOUR FG 10-FT CONTOUR LEGEND 324 320 EX WETLANDS BUFFER EX STREAM EX WETLANDS PROPOSED WETLANDS BUFFER 324 320 OVERLAND FLOW LOCK+LOAD WALL CAST-IN-PLACE WALL B F ED F ??? 25 0 260 27 0 246 24 8 252 254 256 258 262 26 4 26 6 26 8 27 2 27 4 276 27 8 28 0 280 28 0 29 0 282 282 28 2 284284 28 4 28 6 28 8 292 29 4 29 6 280 290 282 284 286 288 292 294 296 298 290 300 282 284 28 6 28 8 292 294 296 298 302 304 304 28 0 29 0 272 274 27 6 27 8 28 2 28 4 28 6 28 8 29 2 29 4 29 6 290 300 282 284 286 288 292 294 296 298 302 29 0 286288 264 240 232 234 236 238 280 290 300 292 294 296 298 29 2 294 296 25 0 260 270 280 24 6 248 252 254 25 6 25 8 26 2 264 26 6 268 27 2 27 4 27 6 27 8 282 28 4 28 6 288 260 27 0 280 29 0 290 290 300 300 31 0 310 252 254 256 258 262 26 4 26 6 26 8 27 2 274 27 6 278 282 284 286 28 8 288 29 2 292 29 4 294 296 296 298 298 302 302 304 304 30 6 30 6 30 8 308 31 2 31 2 25 024624 8 240 250 260 234 236 238 242 244 246 248 252 254 256 258 262 264 250 260 270 280 24 6 248 252 254 256 258 262 264 266 268 272 274 276 278 282 284 286 288 240 24 0 240 232 23 2 234 23 4 236 23 6 238 23 8 24 2 242 242 24 4 240 236 238 92 123 114 93 TRACT Z TRACT EE TRACT DD TRACT W TRACT X 91 TRACT R TRACT S 94 TRAC T Y TRACT W 99 104103 105 101 102 100 TRACT T 109 108 107 106 TRACT V TRACT U 97 98 95 96 TRACT BB 124 125 127 128 129 130 131 132 133 126 112 111 113 110 118 117 116 115 119 120 121 122 TRACT AA TW FG'1.0 245.0 246.0 TW FG '246.0 257.2 11.2 TW FG'1.0 293.8 294.8 TW FG'1.0 259.9 260.9 TW FG'6.3 241.0 247.3 TW FG '273.2 280.9 7.7 TW FG'0.8 296.8 297.6 TW FG'6.6 297.6 304.2 TW FG'4.6 297.5 302.1 TW FG'4.2 297.4 301.6 TW FG'2.7 297.2 299.9 TW FG'0.7 297.1 297.8 13 STAIR STEPS TW FG '240.0 253.6 13.6 TW FG '256.0 260.2 4.2 TW FG ' BW 267.5 268.0 1.5 266.5 TW FG ' BW 268.7 275.3 7.6 267.7 TW FG ' BW 269.4 282.2 13.8 268.4 TW FG ' BW 270.3 283.2 16.3 266.9 TW FG ' BW 270.7 282.8 5.7 277.1 TW FG ' BW 271.9 281.7 14.8 266.9 TW FG ' BW 275.2 281.7 14.8 266.9 TW FG ' BW 284.0 284.4 1.4 283.0 TW FG ' BW 280.4 289.0 9.6 279.4 TW FG ' BW 274.8 286.3 16.1 270.2 TW FG ' BW 274.1 286.1 5.7 280.4 TW FG ' BW 274.0 278.0 7.8 270.2 TW FG ' BW 274.9 275.3 1.4 273.9 TW FG ' BW 284.0 284.5 1.5 283.0 '4.8 297.6 301.4 '1.0 293.7 294.7 TW FG'4.1 288.9 293.0 TW FG'4.4 287.6 292.0 TW FG'4.9 286.8 291.7 TW FG'4.6 284.4 289.0 TW FG'0.4 282.4 283.8 SW P E R T H R D SW PERTH ROAD SW N O O S A C O U R T SW R I V E R T E R R A C E B L V D SW CHETCO CT SW R O Y R O G E R S R D . ( C . R . N O . 3 1 5 0 ) PHASE3 N: \ p r o j \ 3 9 5 - 1 0 3 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s - C D S u b m i t t a l P H 2 A s b u i l t s \ 3 9 5 1 0 3 . ( 1 0 8 - 1 0 9 ) G R A D I N G - P H 2 P D M O D . d w g - S H E E T : 10 9 Fe b . 1 3 , 2 3 - 4: 1 0 P M br e t t REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KCS CONSTRUCTION 395-103 06/21/20211ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 2 RENEWS: JUNE 30, 2024 GRADING PLAN 109 MATCH SHEET 108 EX 2-FT CONTOUR EX 10-FT CONTOUR FG 2-FT CONTOUR FG 10-FT CONTOUR LEGEND 324 320 EX WETLANDS BUFFER EX STREAM EX WETLANDS PROPOSED WETLANDS BUFFER 324 320 OVERLAND FLOW LOCK+LOAD WALL CAST-IN-PLACE WALL 1 INCH = 50 FEET 50 25 50 SCALE 0HCUT/FILL SLOPE DETAIL CUT OR FILL SLOPE TOP OF SLOPE TOE OF SLOPE PA* H/2; 2' MIN. & 20' MAX. PA* * PERMIT AREA BOUNDARY NATURAL OR FINISH GRADE FG = FINISH GRADE SURFACE TW = TOP OF WALL SW = SIDEWALK ABBREVIATION LEGEND: FG BOTTOM OF WALL, CAP STONE, BOTTOM OF SUBBASE, AND SUB-DRAIN ELEVATION ARE NOT SPECIFIED BY THESE PLANS. REFER TO WALL DETAILS AND SPECIFICATIONS. SWTW 260 270 280 290 300 310 320 330 340 350 360 260 270 280 290 300 310 320 330 340 350 360 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 SW RIVER TERRACE BOULEVARD LOT 65 LOT 66 LOT 67 LOT 68 LOT 71 SW 165TH AVENUE LOT 72 LOT 69 LOT 70 RETAINING WALL RETAINING WALL FINISH GRADE, TYP. EXISTING GRADE, TYP. 5:1 MAX SLOPE 5:1 MAX SLOPE 2:1 MAX SLOPE PHASE 3 250 260 270 280 290 300 310 320 250 260 270 280 290 300 310 320 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 TRACT BBSW RIVER TERRACE BOULEVARD LO T 9 6 TR A C T U LO T 1 0 9 LO T 1 0 8 LO T 1 0 7 TR A C T V LOT 95 FINISH GRADE, TYP.EXISTING GRADE, TYP. 4:1 MAX SLOPE PHASE 3 220 230 240 250 260 270 280 290 300 310 320 330 220 230 240 250 260 270 280 290 300 310 320 330 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 SW ROY ROGERS BLVD TR A C T E E TRACT DD TRACT AA TRACT Z LOT 110 LOT 111 TRACT CC SW NOOSA COURT TR A C T Z LOT 123 LOT 122 LOT 121 LOT 119 SW RIVER TERR BLVDTR A C T Z TRACT BB TR A C T C C LOT 120 3:1 MAX SLOPE 3:1 MAX SLOPE 2:1 MAX SLOPE FINISH GRADE, TYP. EXISTING GRADE, TYP. RETAINING WALL/STAIRS 2:1 MAX SLOPE LOT SECTIONS PLAN 110 SECTION AA HORIZONTAL SCALE: 1" = 80' VERTICAL SCALE: 1" = 20' SECTION BB HORIZONTAL SCALE: 1" = 80' VERTICAL SCALE: 1" = 10' SECTION CC HORIZONTAL SCALE: 1" = 80' VERTICAL SCALE: 1" = 10' N: \ p r o j \ 3 9 5 - 1 0 3 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s - C D S u b m i t t a l P H 2 A s b u i l t s \ 3 9 5 1 0 3 . ( 1 1 0 ) L O T S E C - P H 2 - P H 2 P D M O D . d w g - S H E E T : 11 0 Fe b . 1 3 , 2 3 - 4: 1 0 P M br e t t REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KCS CONSTRUCTION 395-103 01/04/20221ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 2 RENEWS: JUNE 30, 2024 230 240 250 260 270 280 290 300 310 320 330 340 350 360 230 240 250 260 270 280 290 300 310 320 330 340 350 360 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 TRACT DD SW PERTH ROAD RETAINING WALL FINISH GRADE, TYP. EXISTING GRADE, TYP. 3:1 MAX SLOPE 3:1 MAX SLOPE PHASE 3 260 270 280 290 300 310 320 330 340 350 260 270 280 290 300 310 320 330 340 350 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 TRACT Z TRACT Y SW NOOSA COURT LOT 115LOT 114 TRACT AA SW RIVER TERR BLVD TRACT W TRACT U SW PERTH ROAD LOT 89 SW RUBICON LANE LOT 78 LOT 70 SW EVERTON STREET LOT 59 LOT 49TRACT Q LO T 1 2 3 LO T 1 1 6 TR A C T Z LOT 109 TR A C T V LO T 1 0 8 LOT 100 TR A C T T LO T 9 9 FINISH GRADE, TYP. EXISTING GRADE, TYP. RETAINING WALL RETAINING WALL 2:1 MAX SLOPE 2:1 MAX SLOPE 3:1 MAX SLOPE 3:1 MAX SLOPE STEEL FENCING WITH CONCRETE COLUMNS PER DETAIL SHEET 113 2:1 MAX SLOPE 240 250 260 270 280 290 300 310 320 330 240 250 260 270 280 290 300 310 320 330 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 TRACT CC TRACT Z LOT 110 LOT 118 SW RIVER TERRACE BOULEVARD TR A C T X LOT 111 LOT 112 LOT 113 LOT 114 LOT 115 LOT 116 LOT 117 2:1 MAX SLOPE FINISH GRADE, TYP. EXISTING GRADE, TYP. 5:1 MAX SLOPE LOT SECTIONS PLAN 111 SECTION DD HORIZONTAL SCALE: 1" = 80' VERTICAL SCALE: 1" = 10' SECTION EE HORIZONTAL SCALE: 1" = 80' VERTICAL SCALE: 1" = 10' SECTION FF HORIZONTAL SCALE: 1" = 80' VERTICAL SCALE: 1" = 10'N: \ p r o j \ 3 9 5 - 1 0 3 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s - C D S u b m i t t a l P H 2 A s b u i l t s \ 3 9 5 1 0 3 . ( 1 1 0 ) L O T S E C - P H 2 - P H 2 P D M O D . d w g - S H E E T : 11 1 Fe b . 1 3 , 2 3 - 4: 1 1 P M br e t t REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KCS CONSTRUCTION 395-103 01/04/20221ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 2 RENEWS: JUNE 30, 2024 N: \ p r o j \ 3 9 5 - 1 0 3 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s - C D S u b m i t t a l P H 2 A s b u i l t s \ 3 9 5 1 0 3 . ( 1 1 2 ) W A L L D E T A I L S - P H 2 P D M O D . d w g - S H E E T : 11 2 . 1 Fe b . 1 3 , 2 3 - 4: 1 1 P M br e t t REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KCS CONSTRUCTION 395-103 01/04/20221ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 2 WALL DETAILS 112.1 TYPE A RETAINING WALLS - LOCK AND LOAD SEE DETAIL 3, SHEET L3.03 SEE SHEETS 107-109 GENERAL NOTES REFER TO THE APRIL 10, 2015 GEOTECHNICAL REPORT AND MAY 21, 2021 WALL DESIGN. WALL DETAILS ARE FOR REFERENCE ONLY. N: \ p r o j \ 3 9 5 - 1 0 3 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s - C D S u b m i t t a l P H 2 A s b u i l t s \ 3 9 5 1 0 3 . ( 1 1 2 ) W A L L D E T A I L S - P H 2 P D M O D . d w g - S H E E T : 11 2 . 2 Fe b . 1 3 , 2 3 - 4: 1 1 P M br e t t REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KCS CONSTRUCTION 395-103 01/04/20221ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 2 WALL DETAILS 112.2TYPE A RETAINING WALLS - LOCK AND LOAD GENERAL NOTES REFER TO THE APRIL 10, 2015 GEOTECHNICAL REPORT AND MAY 21, 2021 WALL DESIGN. WALL DETAILS ARE FOR REFERENCE ONLY. GEOGRID DESIGN TABLE - LOCK AND LOAD CONCRETE WALL DETAIL NOT USED *483 2 0 0 C SS SS SS SS SS SS SS SS DCO DCO PG E 644 W W W W W W W W W W W W W WWW W W W W W W W W W W PGE 5106 67+00 68+00 69+00 70+00 SD SD SD SD SD SD W W W W W W W W W W W W W WWW W W W W W SD SD SD 0+ 0 0 1+0 0 0+00 1+00 1+17 BP : 0 + 0 0 . 0 0 EP : 1 + 1 7 . 4 0 PI: 0 + 8 2 . 4 2 PT : 0 + 3 0 . 0 9 0+00 1+00 1+ 4 8 BP : 0 + 0 0 . 0 0 PT : 0 + 7 3 . 6 3 PI: 1 + 2 7 . 1 3 EP: 1+48.36 W W W W W 290 282 284 286 288 292 280 290 272 274 276 278 282 284 286 288 292 270 28 0 266 268 272 27 4 27 6 27 8 28 2 28 4 270 280 268 272 274 276 278 280 280 280 282 284 290 286 288 A B C C D D A B C D 78.00' 45.00' SD SD SD SD SD SD 80. 0 0 ' L E N G T H FO O T I N G , T Y P SD 260 270 280 290 300 260 270 280 290 300 67+00 68+00 69+00 70+00 17.31 WETLAND FINISH GRADE @ STREET CENTERLINE EXISTING GROUND @ STREET CENTERLINE PROPOSED 12" (PVC ASTM F679) STORM LINE 12" D.I. WATER 18" D.I. WATER 4.45 7.75 STA:68+68.43 ELEV:272.06 STA:68+85.74 ELEV:272.75 BOTTOM OF LOWEST PIPE SW R O Y R O G E R S R D . ( C . R . N O . 3 1 5 0 ) SW R I V E R T E R R A C E B L V D SW PERTH ROAD SW 1 6 5 T H A V E N U E KEY MAP N: \ p r o j \ 3 9 5 - 1 0 3 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s - C D S u b m i t t a l P H 2 A s b u i l t s \ 3 9 5 1 0 3 . ( 1 1 3 ) R I V E R T E R R A C E C U L V E R T - P H 2 P D M O D . d w g - S H E E T : 11 3 Fe b . 1 3 , 2 3 - 4: 1 2 P M br e t t REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KCS CONSTRUCTION 395-103 01/04/20221ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 2 RENEWS: JUNE 30, 2024 SW RIVER TERRACE BLVD CULVERT CROSSING PLAN & PROFILE 1131 INCH = 20 FEET 20 10 20 SCALE 0 SW RIVER TERRACE BOULEVARD PLAN SCALE: 1" = 20' SW RIVER TERRACE BOULEVARD PROFILE HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 10' 1.FOR SITE WALLS REFER TO DETAILS PER SHEET D1.XX AND D1.XX. 2.PER GEOTECHNICAL CULVERT CROSSING DESIGN MEMORANDUM DATED SEPTEMBER 20, 2018: THE TOP AND SIDES OF THE CULVERTS SHOULD BE BACKFILLED AND COMPACTED WITH IMPORTED GRANULAR MATERIAL CONSISTING OF PIT- OR QUARRY-RUN ROCK, CRUSHED ROCK, OR CRUSHED GRAVEL AND SAND. IMPORTED GRANULAR MATERIAL SHOULD BE FAIRLY WELL GRADED BETWEEN COARSE AND FINE MATERIAL, HAVE LESS THAN 5 PERCENT BY DRY WEIGHT PASSING THE U.S. STANDARD NO. 200 SIEVE, AND HAVE AT LEAST TWO MECHANICALLY FRACTURED FACES. THE MATERIAL SHOULD BE PLACED IN LIFTS WITH A MAXIMUM UNCOMPACTED THICKNESS OF 12 INCHES AND COMPACTED TO NOT LESS THAN 95 PERCENT OF THE MAXIMUM DRY DENSITY, AS DETERMINED BY ASTM D1557. TYPICALLY, GRANULAR BACKFILL SHOULD EXTEND AT LEAST A HORIZONTAL DISTANCE OF 5 TO 6 FEET ON EITHER SIDE OF THE CULVERT AND SHOULD BE AT LEAST 2 TO 3 FEET THICK AT THE CROWN OF THE CULVERT. THE ACTUAL EXTENT OF THE GRANULAR BACKFILL SHOULD BE INSTALLED AS RECOMMENDED BY THE CULVERT MANUFACTURER, CONTECH ENGINEERED SOLUTIONS. BACKFILL SHOULD BE KEYED INTO THE ADJACENT ROAD EMBANKMENT BACKFILL. CONTECH ENGINEERED SOLUTIONS TYPICALLY RECOMMENDS INSTALLING A GEOTEXTILE FABRIC LAYER TO PROVIDE SEPARATION OF THE GRANULAR BACKFILL AND THE ADJACENT ROAD EMBANKMENT BACKFILL. IF USED, THE GEOTEXTILE FABRIC SHOULD MEET THE REQUIREMENTS FOR SUBGRADE GEOTEXTILE IN OREGON STANDARD SPECIFICATIONS FOR CONSTRUCTION – 2018 (OSSC) 02320(GEOSYNTHETICS) FOR SUBGRADE GEOTEXTILES AND BE INSTALLED IN CONFORMANCE WITH OSSC 00350 (GEOSYNTHETIC INSTALLATION). GENERAL NOTES FG = FINISH GRADE SURFACE TW = TOP OF WALL SW = SIDEWALK ABBREVIATION LEGEND: FG BOTTOM OF WALL, CAP STONE, BOTTOM OF SUBBASE, AND SUB-DRAIN ELEVATION ARE NOT SPECIFIED BY THESE PLANS. REFER TO WALL DETAILS AND SPECIFICATIONS. SW TW REFER TO GEOTECHNICAL REPORT FOR APPROX. DEPTH OF OVER-EXCAVATION 30" 55" 4" 84" 24" SQUARE 2" 6" STEEL FENCING WITH CONCRETE COLUMNS, SEE DETAIL, THIS SHEET SQUARE CONCRETE BLOCK COLUMN WITH STONE VENEER AND SQUARE PRECAST CONCRETE CAP STEEL PICKETS SPACING NOT TO EXCEED 4" CLEAR BETWEEN PICKETS. STEEL RAILS NOT TO SCALE GENERAL NOTES: 1.CULVERT STRUCTURE AND FOOT DESIGN STILL UNDER CONSIDERATION 2.REFER TO SHEET 114 FOR SECTIONS A & B. 3.REFER TO SHEET 115 FOR SECTIONS D & E. STEEL FENCING WITH SQUARE CONCRETE COLUMNS 12" 260 270 280 290 260 270 280 290 -0+25 0+00 1+00 FG 6.50' 1.00' MIN ROADWAY FG 45.00' 3.61'4.86' 39 S 45'-0" SPAN x 10'-2" RISE BRIDGECOR 2RA 5.50' MIN EG 3.06' COVER 3.00' COVER CULVERT FOOTING 11.50' WIDE X 1.67' THICK. SEE STRUCTURAL DETAIL 4 SHEET S0.1 39.43' 14.01'9.09' WETLANDS 16.34' 3.00' COVERTOP OF FOOTING ELEVATION = 268.60 BOTTOM OF FOOTING ELEVATION = 266.93 10" WIDE X 4" DEEP SLOT PER DETAIL 4/S0.1 TOP OF FOOTING ELEVATION = 268.60 BOTTOM OF FOOTING ELEVATION = 266.93 270 280 290 300 270 280 290 300 0+00 1+00 1+25 1' MIN PIPE CLEARANCE 39 S 45'-0" SPAN x 10'-2" RISE BRIDGECOR 2RA 7.66' 12.00' 12.07' PROPOSED 12" (PVC ASTM F679) STORM LINE 12" D.I. WATER 18" D.I. WATER BOTTOM OF LOWEST PIPE FINISHED GRADE EXISTING GRADE 7.76'8.39' 80.00' LENGTH CULVERT 4.83' 5.50' *483 2 0 0 C SS SS SS SS SS SS SS SS DCO DCO PG E 644 W W W W W W W W W W W W W WWW W W W W W W W W W W PGE 5106 67+00 68+00 69+00 70+00 SD SD SD SD SD SD W W W W W W W W W W W W W WWW W W W W W SD SD SD 0+ 0 0 1+0 0 0+00 1+00 1+17 BP : 0 + 0 0 . 0 0 EP : 1 + 1 7 . 4 0 PI: 0 + 8 2 . 4 2 PT : 0 + 3 0 . 0 9 0+00 1+00 1+ 4 8 BP : 0 + 0 0 . 0 0 PT : 0 + 7 3 . 6 3 PI: 1 + 2 7 . 1 3 EP: 1+48.36 W W W W W 290 282 284 286 288 292 280 290 272 274 276 278 282 284 286 288 292 270 28 0 266 268 272 27 4 27 6 27 8 28 2 28 4 270 280 268 272 274 276 278 280 280 280 282 284 290 286 288 A B C C D D A B C D 78.00' 45.00' SD SD SD SD SD SD 80. 0 0 ' L E N G T H FO O T I N G , T Y P SD SW R O Y R O G E R S R D . ( C . R . N O . 3 1 5 0 ) SW R I V E R T E R R A C E B L V D SW PERTH ROAD SW 1 6 5 T H A V E N U E KEY MAP N: \ p r o j \ 3 9 5 - 1 0 3 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s - C D S u b m i t t a l P H 2 A s b u i l t s \ 3 9 5 1 0 3 . ( 1 1 3 ) R I V E R T E R R A C E C U L V E R T - P H 2 P D M O D . d w g - S H E E T : 11 4 Fe b . 1 3 , 2 3 - 4: 1 2 P M br e t t REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KCS CONSTRUCTION 395-103 01/04/20221ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 2 RENEWS: JUNE 30, 2024 SW RIVER TERRACE BLVD CULVERT CROSSING PLAN & PROFILE 1141 INCH = 20 FEET 20 10 20 SCALE 0 CULVERT CROSSSECTION BB HORIZONTAL SCALE: 1" = 10' VERTICAL SCALE: 1" = 10' PROFILE SECTION AA HORIZONTAL SCALE: 1" = 10' VERTICAL SCALE: 1" = 10' 1.FOR SITE WALLS REFER TO DETAILS PER SHEET 112 AND 113. 2.FOR STRUCTURAL DETAILS REFER TO SHEET S0.0 AND S0.1. GENERAL NOTES SW RIVER TERRACE BOULEVARD PLAN SCALE: 1" = 20' FG = FINISH GRADE SURFACE TW = TOP OF WALL SW = SIDEWALK ABBREVIATION LEGEND: FG BOTTOM OF WALL, CAP STONE, BOTTOM OF SUBBASE, AND SUB-DRAIN ELEVATION ARE NOT SPECIFIED BY THESE PLANS. REFER TO WALL DETAILS AND SPECIFICATIONS. SW TW REFER TO GEOTECHNICAL REPORT FOR APPROX. DEPTH OF OVER-EXCAVATION STEEL FENCING WITH CONCRETE COLUMNS, SEE DETAIL, THIS SHEET 30" 55" 4" 84" 24" SQUARE 2" 6" SQUARE CONCRETE BLOCK COLUMN WITH STONE VENEER AND SQUARE PRECAST CONCRETE CAP STEEL PICKETS SPACING NOT TO EXCEED 4" CLEAR BETWEEN PICKETS. STEEL RAILS NOT TO SCALE STEEL FENCING WITH SQUARE CONCRETE COLUMNS 12" *483 2 0 0 C SS SS SS SS SS SS SS SS SS SS SS SS SS SS DCO DCO PG E 644 W W W W W W W W W W W W W W W WWW W W W W W W W W W W W W W W PGE 5106 67+00 68+00 69+00 70+00 SD SD SD SD SD SD SD SD SD W W W W W W W W W W W W W W W WWW W W W W W W W SD SD SD 0+0 0 1+0 0 0+00 1+00 1+17 BP : 0 + 0 0 . 0 0 EP : 1 + 1 7 . 4 0 PI: 0 + 8 2 . 4 2 PT : 0 + 3 0 . 0 9 0+00 1+00 1+ 4 8 BP : 0 + 0 0 . 0 0 PT : 0 + 7 3 . 6 3 PI: 1 + 2 7 . 1 3 EP: 1+48.36 W W W W W W W 290 282 284 286 288 292 280 290 272 274 276 278 282 284 286 288 292 270 28 0 266 26 8 272 27 4 27 6 27 8 28 2 28 4 270 280 268 272 274 276 278 280 280 280 282 284 290 286 288 A B C C D D A B C D 78.00' 45.00' SD SD SD SD SD SD 80. 0 0 ' L E N G T H FO O T I N G , T Y P SD SD 260 270 280 290 260 270 280 290 0+00 1+00 1+10 PROPOSED FG 6.53' 5.51' RETAINING WALL FACE 39 S 45'-0" SPAN x 10'-2" RISE BRIDGECOR 2RA RETAINING WALL FACE EXISTING GROUND PROPOSED FG 39.72' CULVERT FOOTING 11.50' WIDE X 1.67' THICK. SEE STRUCTURAL DETAIL 4 SHEET S0.1 TOP OF FOOTING ELEVATION = 266.94 BOTTOM OF FOOTING ELEVATION = 265.28 10" WIDE X 4" DEEP SLOT PER DETAIL 4/S0.1 TOP OF FOOTING ELEVATION = 266.94 BOTTOM OF FOOTING ELEVATION = 265.28 260 270 280 290 260 270 280 290 0+00 1+00 1+50 6.54' 5.50' 45.00' PROPOSED FG RETAINING WALL FACE 39 S 45'-0" SPAN x 10'-2" RISE BRIDGECOR 2RA EG RETAINING WALL FACE 4:1 MAX SLOPE 2.94'13.93' WETLANDS 22.30' 0.62'19.34' CULVERT FOOTING 11.50' WIDE X 1.67' THICK. SEE STRUCTURAL DETAIL 4 SHEET S0.1 TOP OF FOOTING ELEVATION = 270.24 BOTTOM OF FOOTING ELEVATION = 268.57 10" WIDE X 4" DEEP SLOT PER DETAIL 4/S0.1 TOP OF FOOTING ELEVATION = 270.24 BOTTOM OF FOOTING ELEVATION = 268.57 SW R O Y R O G E R S R D . ( C . R . N O . 3 1 5 0 ) SW R I V E R T E R R A C E B L V D SW PERTH ROAD SW 1 6 5 T H A V E N U E KEY MAP N: \ p r o j \ 3 9 5 - 1 0 3 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s - C D S u b m i t t a l P H 2 A s b u i l t s \ 3 9 5 1 0 3 . ( 1 1 3 ) R I V E R T E R R A C E C U L V E R T - P H 2 P D M O D . d w g - S H E E T : 11 5 Fe b . 1 3 , 2 3 - 4: 1 2 P M br e t t REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KCS CONSTRUCTION 395-103 01/04/20221ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 2 RENEWS: JUNE 30, 2024 SW RIVER TERRACE BLVD CULVERT CROSSING PLAN & PROFILE 115 SW RIVER TERRACE BOULEVARD CROSSING PLAN SCALE: 1" = 20' PERSPECTIVE SECTION C HORIZONTAL SCALE: 1" = 10' VERTICAL SCALE: 1" = 10' 1 INCH = 20 FEET 20 10 20 SCALE 0 PERSPECTIVE SECTION D HORIZONTAL SCALE: 1" = 10' VERTICAL SCALE: 1" = 10' 1.FOR SITE WALLS REFER TO DETAILS PER SHEET 112 AND 113. 2.FOR STRUCTURAL DETAILS REFER TO SHEET S0.0 AND S0.1. GENERAL NOTES FG = FINISH GRADE SURFACE TW = TOP OF WALL SW = SIDEWALK ABBREVIATION LEGEND: FG BOTTOM OF WALL, CAP STONE, BOTTOM OF SUBBASE, AND SUB-DRAIN ELEVATION ARE NOT SPECIFIED BY THESE PLANS. REFER TO WALL DETAILS AND SPECIFICATIONS. SW TW REFER TO GEOTECHNICAL REPORT FOR APPROX. DEPTH OF OVER-EXCAVATION STEEL FENCING WITH CONCRETE COLUMNS, SEE DETAIL, THIS SHEET SW R O Y R O G E R S R D . ( C . R . N O . 3 1 5 0 ) SW R I V E R T E R R A C E B L V D SW PERTH ROAD SW 1 6 5 T H A V E N U E KEY MAP N: \ p r o j \ 3 9 5 - 1 0 3 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s - C D S u b m i t t a l P H 2 A s b u i l t s \ 3 9 5 1 0 3 . ( 1 1 3 ) R I V E R T E R R A C E C U L V E R T - P H 2 P D M O D . d w g - S H E E T : 11 6 Fe b . 1 3 , 2 3 - 4: 1 2 P M br e t t REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KCS CONSTRUCTION 395-103 01/04/20221ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 2 RENEWS: JUNE 30, 2024 SW RIVER TERRACE BLVD CULVERT CROSSING DETAILS 116 NOTE: 1.THIRD PARTY STRUCTURAL INSPECTION REQUIRED. SW R O Y R O G E R S R D . ( C . R . N O . 3 1 5 0 ) SW R I V E R T E R R A C E B L V D SW PERTH ROAD SW 1 6 5 T H A V E N U E KEY MAP N: \ p r o j \ 3 9 5 - 1 0 3 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s - C D S u b m i t t a l P H 2 A s b u i l t s \ 3 9 5 1 0 3 . ( 1 1 3 ) R I V E R T E R R A C E C U L V E R T - P H 2 P D M O D . d w g - S H E E T : 11 7 Fe b . 1 3 , 2 3 - 4: 1 2 P M br e t t REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KCS CONSTRUCTION 395-103 01/04/20221ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 2 RENEWS: JUNE 30, 2024 SW RIVER TERRACE BLVD CULVERT CROSSING DETAILS 117 NOTE: 1.THIRD PARTY STRUCTURAL INSPECTION REQUIRED. SW R O Y R O G E R S R D . ( C . R . N O . 3 1 5 0 ) SW R I V E R T E R R A C E B L V D SW PERTH ROAD SW 1 6 5 T H A V E N U E KEY MAP N: \ p r o j \ 3 9 5 - 1 0 3 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s - C D S u b m i t t a l P H 2 A s b u i l t s \ 3 9 5 1 0 3 . ( 1 1 3 ) R I V E R T E R R A C E C U L V E R T - P H 2 P D M O D . d w g - S H E E T : 11 8 Fe b . 1 3 , 2 3 - 4: 1 2 P M br e t t REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KCS CONSTRUCTION 395-103 01/04/20221ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 2 RENEWS: JUNE 30, 2024 SW RIVER TERRACE BLVD CULVERT CROSSING DETAILS 118 NOTE: 1.THIRD PARTY STRUCTURAL INSPECTION REQUIRED. SW R O Y R O G E R S R D . ( C . R . N O . 3 1 5 0 ) SW R I V E R T E R R A C E B L V D SW PERTH ROAD SW 1 6 5 T H A V E N U E KEY MAP N: \ p r o j \ 3 9 5 - 1 0 3 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s - C D S u b m i t t a l P H 2 A s b u i l t s \ 3 9 5 1 0 3 . ( 1 1 3 ) R I V E R T E R R A C E C U L V E R T - P H 2 P D M O D . d w g - S H E E T : 11 9 . 1 Fe b . 1 3 , 2 3 - 4: 1 2 P M br e t t REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KCS CONSTRUCTION 395-103 01/04/20221ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 2 RENEWS: JUNE 30, 2024 SW RIVER TERRACE BLVD CULVERT CROSSING DETAILS 119.1 NOTE: 1.THIRD PARTY STRUCTURAL INSPECTION REQUIRED. SW R O Y R O G E R S R D . ( C . R . N O . 3 1 5 0 ) SW R I V E R T E R R A C E B L V D SW PERTH ROAD SW 1 6 5 T H A V E N U E KEY MAP N: \ p r o j \ 3 9 5 - 1 0 3 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s - C D S u b m i t t a l P H 2 A s b u i l t s \ 3 9 5 1 0 3 . ( 1 1 3 ) R I V E R T E R R A C E C U L V E R T - P H 2 P D M O D . d w g - S H E E T : 11 9 . 2 Fe b . 1 3 , 2 3 - 4: 1 2 P M br e t t REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KCS CONSTRUCTION 395-103 01/04/20221ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 2 RENEWS: JUNE 30, 2024 SW RIVER TERRACE BLVD CULVERT CROSSING DETAILS 119.2 NOTE: 1.THIRD PARTY STRUCTURAL INSPECTION REQUIRED. SC SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSSSSSSSSSS SSSS SSSS SC SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSSSSSSSSSS SSSS SSSS PGE577 PG E577 PGE644 PGE644 PGE644 PGE644 PGE644 PG E 644 PG E644 PGE1730 PGE1730 PGE1730 PGE1730 PGE1730 PGE1730 PGE1730 PGE1730 PGE1730 PGE1730 PGE1730 PGE1730 PGE1730PGE1730 PGE1730 PGE1730 PGE1730 PGE1730 PGE1730 PGE1730PGE1730T PGE1730 T PGE1730 T PG E644 PGE233 PGE233 PGE1730 PGE233 PGE233 T PG E1730 T W W W W W W W W W W W W W W W W W W W W W W W W WW W W W W W W W W W W W W W W W SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SDSDSDSDSD SD SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSSSSSSSSSS W W W W W W W W W W W DDD D D DD D D D XSD XSD XSD XSD XSD XSD XS D XS D XS D XS D XSD XSD XSD XSD XSD XSD XSD XSDXSDXSDXSD SC S S S S S S XS S XSS XSS XSS XSS XSS XSS XS S XS S XS S XS S XS S XSS XSS XSS XSS XSS XSS XSS XSS XSS XSS XSS XSS XWXW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW SW R I V E R T E R R A C E BO U L E V A R D SW R I V E R T E R R A C E BO U L E V A R D SW DARLING LANE SW 1 6 5 T H A V E N U E SW 1 6 5 T H A V E N U E SW RUBICON LANE SW PER T H R O A D SW EVERTON STREET W W W W W W W W W W W W W WW W W W W W W W W W W W W W W W DD XSD SSLN SEE SHEET PUBLIC H 406 SSLN SEE SHEET PUBLIC P 415 SSLN SEE SHEET PUBLIC R 416 SSLN SEE SHEET PUBLIC E 401 SSLN SEE SHEET PUBLIC N 412 5508" 55 0 8" 55 0 8" 55 0 16 " 55 0 16 " 41 0 55 0 16 " 55 0 8" 55 0 16 " 41 0 18 " 5508" 41 0 18 " 41 0 18 " 5508" 55 0 8" 90 84 85 86 87 88 89 53 54 57 56 55 51 52 62 61 60 59 58 64 63 66 83 71696768 78 778281 80 65 70 79 74 48 SCSSSS SSLN SEE SHEET PUBLIC T 418 SDMH 23C SDMH 14 SDMH 5C SDMH 21F SDMH 21G SDMH 21E SDMH 23A SDMH 5B SDMH 24C SDMH 14P SDMH 24A SDMH 14O SDMH 8B SSMH H12 SSMH E2SSMH P1 SSMH N4 SSMH N5 SSMH R1 SSMH H11 SSMH H10 SDMH EX 5A SDMH EX 3E SSMH EX A9 ID SDLN SEE SHEET PUBLIC 5 317 SDLN SEE SHEET PUBLIC 8 317 SDLN SEE SHEET PUBLIC 14 303 SDLN SEE SHEET PUBLIC 23 312 SDLN SEE SHEET PUBLIC 24 313 SSCO EX E1 SDLN SEE SHEET PUBLIC 21 310 SDMH 21H SDMH 22A SSSS SSMH U2 SSMH U1 SSLN SEE SHEET PUBLIC U 4XX 1 INCH = 50 FEET 50 25 50 SCALE 0 NOTES: 1.SANITARY SEWER TO BE 8" IN DIAMETER UNLESS OTHERWISE NOTED. 2.WATER LINES TO BE 8" IN DIAMETER UNLESS OTHERWISE NOTED. PROPOSED THRUST BLOCK PROPOSED AIR RELEASE VALVE EX AIR RELEASE VALVE PROPOSED BLOW-OFF EX BLOW-OFF PROPOSED WATER VALVE EX WATER VALVE PROPOSED WATER METER EX WATER METER PROPOSED FIRE HYDRANT EX FIRE HYDRANT PROPOSED STORM CLEANOUT EX STORM CLEANOUT EX CATCH BASIN PROPOSED SANITARY CLEANOUT EX SANITARY CLEANOUT EX STORM MANHOLE PROPOSED CATCH BASIN PROPOSED STORM MANHOLE EX SANITARY MANHOLE PROPOSED SANITARY MANHOLE EX BURIED POWER LINE EX GAS LINE PROPOSED WATER LINE EX WATER LINE EX STORM DRAIN PROPOSED STORM DRAIN EX SANITARY SEWER PROPOSED SANITARY SEWER EASEMENT LINES EX OVERHEAD POWER LINE EX TELEPHONE LINE EX CABLE TV LINE DC D SC XT S XCOM XOH XE XSD XW W XG LEGEND XSS SS SD EXISTING WETLAND EXISTING WATERS EXISTING DEGRADED BUFFER EXISTING GOOD BUFFER PROPOSED BUFFER EXISTING SIGNIFICANT TREE GROVE COMPOSITE UTILITY PLAN 120 SEE SHEET 121 SW R O Y R O G E R S R D . ( C . R . N O . 3 1 5 0 ) SW R I V E R T E R R A C E B L V D SW PERTH ROAD SW 1 6 5 T H A V E N U E KEY MAP SW R O Y R O G E R S R D . ( C . R . N O . 3 1 5 0 ) SW R I V E R T E R R A C E B L V D SW PERTH ROAD SW 1 6 5 T H A V E N U E KEY MAP N: \ p r o j \ 3 9 5 - 1 0 3 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s - C D S u b m i t t a l P H 2 A s b u i l t s \ 3 9 5 1 0 3 . ( 1 2 0 ) C O M P - P H 2 . d w g - S H E E T : 12 0 Fe b . 1 3 , 2 3 - 4: 1 4 P M br e t t REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KCS CONSTRUCTION 395-103 01/04/20221ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 2 RENEWS: JUNE 30, 2024 SC SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSS SC SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSS PGE1730 PGE1730 PGE1730 PGE1730 PGE1730 PGE1730 PGE644 PGE644 PGE1730 PGE1730 PGE 644 PGE577 PG E5106 W PGE1730 PGE1730 PGE1730 PGE 644 PGE1730 PGE1730 PGE1730 PGE644 PGE1730 PGE1730 PGE1730 PGE1730 PG E644 PGE1730 PGE1730 PGE1730 PGE1730 PGE1730 PGE644 W W W W W W W W W W W W W W W W W W W W WW W W W W W W W W W W W W W W W W W W PGE5106 PGE 5106 PG E 510 6 SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS W W W W W W W W W W W W W W W W W W W SS W WW W SW R I V E R T E R R A C E BO U L E V A R D SW R I V E R T E R R A C E BO U L E V A R D SW PER T H R O A D SW PERTH ROAD SW CHETCO CT SS SS SS SS W W W W W W W W W W SS W W W W W W W SSLN SEE SHEET PUBLIC 416 SSLN SEE SHEET PUBLIC G 402 SSLN SEE SHEET PUBLIC H 405 SSLN SEE SHEET PUBLIC H 404 SSLN SEE SHEET PUBLIC N 412 55 0 16 " 550 16" 55016"41 0 18 " 410 8" 550 12" 550 8" 550 12" 55 0 8" 410 18" 41 0 18 " 410 18" 4108" 55012" SSLN SEE SHEET PUBLIC G 403 SD SD SD SD SD SD SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSLN SEE SHEET PUBLIC S 417 SS SS 90 TRACT Q 84 91 85 TRACT R 86 TRACT S 87 94 88 89 TRACT W TRACT X TRACT ZTRACT EE TRACT DD 123 114 92 93 TRAC T Y 99 101 102 100TRACT T 97 98 95 96 104 103 105 109 108 107 106 TRACT V 124 125 127 128 129 130 131 132 133 126 111 112 113 110 119 122 123 118 117 116 115 120 121 122 TRACT CC TRACT BB SCSSSS SSLN SEE SHEET PUBLIC T 418 SDMH 14O SDMH 25A SDMH 14N SDMH 14M SDMH 21C SDMH 28C SDMH 14L SDMH 21B SDMH 26B SDMH 20C SDMH 26A SDMH 14K SDMH 20B SDMH 21A SDMH 14SDMH 14I SDMH 20ASDMH 14H SDMH 28B SDMH 14G SDMH 14E SDMH 14D SDMH 14C SDMH 14B SDMH EX 27 SSMH G6 SSMH G5 SSMH H10 SSMH N3 SSMH G4 SSMH H9 SSMH 2 SSMH H8 SSMH N2 SSMH 1 SSMH H7 SSMH N1 SSMH H6 SSMH G3 SDLN SEE SHEET PUBLIC 14 301 SDLN SEE SHEET PUBLIC 14 302 SDLN SEE SHEET PUBLIC 20 308 SDLN SEE SHEET PUBLIC 25 314 SDLN SEE SHEET PUBLIC 26 315 SDLN SEE SHEET PUBLIC 28 316 SSMH G2 SSMH EX 833957 SDMH EX 14 SSMH G1 SDMH 15A SSMH H4 SSMH H3 SSMH H2 SSMH EX 833960 SDLN SEE SHEET PUBLIC 21 310 SSMH H5 SSMH H1 SDLN SEE SHEET PUBLIC 30 320 SDLN SEE SHEET PUBLIC 29 320SDMH 29A SDMH 29B SDMH 29C SDMH 29D SDMH 20A.3 SSMH S1 SSMH S2 SSMH S3 SSMH S4 SSMH S5 SSMH S6 SDMH 30A SSMH G2.1 SSMH H1.1 SW R O Y R O G E R S R D . ( C . R . N O . 3 1 5 0 ) SW R I V E R T E R R A C E B L V D SW PERTH ROAD SW 1 6 5 T H A V E N U E KEY MAP 1 INCH = 50 FEET 50 25 50 SCALE 0 NOTES: 1.SANITARY SEWER TO BE 8" IN DIAMETER UNLESS OTHERWISE NOTED. 2.WATER LINES TO BE 8" IN DIAMETER UNLESS OTHERWISE NOTED. PROPOSED THRUST BLOCK PROPOSED AIR RELEASE VALVE EX AIR RELEASE VALVE PROPOSED BLOW-OFF EX BLOW-OFF PROPOSED WATER VALVE EX WATER VALVE PROPOSED WATER METER EX WATER METER PROPOSED FIRE HYDRANT EX FIRE HYDRANT PROPOSED STORM CLEANOUT EX STORM CLEANOUT EX CATCH BASIN PROPOSED SANITARY CLEANOUT EX SANITARY CLEANOUT EX STORM MANHOLE PROPOSED CATCH BASIN PROPOSED STORM MANHOLE EX SANITARY MANHOLE PROPOSED SANITARY MANHOLE EX BURIED POWER LINE EX GAS LINE PROPOSED WATER LINE EX WATER LINE EX STORM DRAIN PROPOSED STORM DRAIN EX SANITARY SEWER PROPOSED SANITARY SEWER EASEMENT LINES EX OVERHEAD POWER LINE EX TELEPHONE LINE EX CABLE TV LINE DC D SC XT S XCOM XOH XE XSD XW W XG LEGEND XSS SS SD EXISTING WETLAND EXISTING WATERS EXISTING DEGRADED BUFFER EXISTING GOOD BUFFER PROPOSED BUFFER EXISTING SIGNIFICANT TREE GROVE COMPOSITE UTILITY PLAN 121 SEE SHEET 120 SW R O Y R O G E R S R D . ( C . R . N O . 3 1 5 0 ) SW R I V E R T E R R A C E B L V D SW PERTH ROAD SW 1 6 5 T H A V E N U E KEY MAP N: \ p r o j \ 3 9 5 - 1 0 3 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s - C D S u b m i t t a l P H 2 A s b u i l t s \ 3 9 5 1 0 3 . ( 1 2 0 ) C O M P - P H 2 . d w g - S H E E T : 12 1 Fe b . 1 3 , 2 3 - 4: 1 4 P M br e t t REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KCS CONSTRUCTION 395-103 01/04/20221ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 2 RENEWS: JUNE 30, 2024 XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XXXX SC SS SS SS SS SS SS SS SS SS SS SS SS SS SSSSSS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SC SS SS SS SS SS SS SS SS SS SS SS SS SS SSSSSS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS PROVIDE TREE PROTECTION FENCING PER DETAIL THIS SHEET, TYP. EXISTING WETLAND AND BUFFER EXISTING SIGNIFICANT TREE GROVE DRIP LINE REFER TO ENLARGED PLAN 3 PER SHEET 123 TO BE REMOVED IN FUTURE DEVELOPMENT PROVIDE TREE PROTECTION FENCING PER DETAIL THIS SHEET, TYP. TRACT "DD" TRACT "X" TRACT "Z" TRACT "H" TRACT "S" TRACT "Q" XX XX XX XX XX XX XX SSSS REFER TO ENLARGED PLAN 2 PER SHEET 123 TRACT "X" I, MORGAN HOLEN, ATTEST THAT THIS TREE PRESERVATION AND REMOVAL PLAN MEETS THE REQUIREMENTS IN SECTION 10, PART 1, OF THE CITY OF TIGARD URBAN FORESTRY MANUAL. MORGAN E. HOLEN, PROJECT ARBORIST ISA BOARD CERTIFIED MASTER ARBORIST, PN-6145B ISA TREE RISK ASSESSMENT QUALIFIED DATE: NOTES: 1.COORDINATE WITH PROJECT ARBORIST PRIOR TO REMOVING OR MOVING TREE PROTECTION MEASURES TO SUPERVISE CONSTRUCTION IN PROTECTION ZONE. 2.REFER TO "ATTACHMENT A: EXISTING TREE INVENTORY DATA" PREPARED BY MORGAN HOLEN & ASSOCIATES FOR CANOPY RADIUS DIMENSIONS. 3.SEE SHEET 2 FOR EXISTING CONDITIONS AND TAX MAP INFORMATION. 4.SEE SHEET 108-112 FOR THE PROPOSED GRADING PLAN AND RETAINING WALL LOCATIONS. 5.SEE SHEETS 113 FOR THE PRELIMINARY UTILITY PLAN. 6.SEE SHEETS L1.01 -L3.01 FOR LANDSCAPE PLAN. EXISTING TREE TO BE REMOVED LEGEND DECIDUOUS CONIFEROUS WETLAND DRAINAGEWAY TREE NUMBER (REFER TO "ATTACHMENT A: EXISTING TREE INVENTORY DATA" FOR TREE DETAILS) 70824 EXISTING TREE TO BE RETAINED WITH TREE PROTECTION FENCING PER DTL 1, THIS SHEET MODERATE VALUE HABITAT BOUNDARY LOWER VALUE HABITAT BOUNDARY HIGHEST VALUE HABITAT BOUNDARY EXISTING WETLANDS BUFFER EXISTING DEGRADED WETLANDS BUFFER TO BE IMPROVED PROPOSED WETLANDS BUFFER PROPOSED SIGNIFICANT TREE GROVE EXISTING SIGNIFICANT TREE GROVE PROPOSED TO REMAIN. NOTE: NOTIFY MORGAN HOLEN & ASSOCIATES BEFORE CONDUCTING ANY WORK WITHIN THE CRITICAL ROOT ZONE OF TREES FENCES SHALL BE IN PLACE PRIOR TO BEGINNING CONSTRUCTION! A.TREE PROTECTION SPECIFICATIONS 1.TREE PROTECTION ZONE. THE PROJECT ARBORIST SHALL DESIGNATE THE TREE PROTECTION ZONE (TPZ). WHERE FEASIBLE, THE TPZ SHALL BE ESTABLISHED AT THE DRIPLINE OF PROTECTED TREES AS A MINIMUM. IF INFRASTRUCTURE MUST BE INSTALLED CLOSER TO THE TREES, THE TPZ MAY BE ESTABLISHED WITHIN THE DRIPLINE AREA IF THE PROJECT ARBORIST DETERMINES THAT THE TREES WILL NOT BE UNDULY DAMAGED. THE LOCATION OF THE TPZ SHALL BE SHOWN ON CONSTRUCTION DRAWINGS. 2.PROTECTION FENCING. PROTECTION FENCING. ALL TREES TO BE RETAINED SHALL BE PROTECTED BY FENCING AS APPROVED BY THE PROJECT ARBORIST, SEE TREE PROTECTION DETAIL THIS SHEET. PROTECTION FENCING SHALL BE SECURED TO STEEL POSTS PLACED NO FURTHER THAN 8-FEET APART AND SHALL BE INSTALLED AT THE EDGE OF THE TPZ.. 3.PRECONSTRUCTION CONFERENCE. THE PROJECT ARBORIST SHALL BE ON SITE TO DISCUSS METHODS OF TREE REMOVAL AND TREE PROTECTION PRIOR TO ANY CONSTRUCTION. 4.PRUNING. THE PROJECT ARBORIST CAN HELP IDENTIFY IF AND WHERE PRUNING IS NECESSARY ONCE TREES RECOMMENDED FOR REMOVAL HAVE BEEN REMOVED AND THE SITE IS STAKED AND PREPARED FOR CONSTRUCTION. PRUNING SHALL BE PERFORMED BY A QUALIFIED TREE SERVICE. 5.TREE PROTECTION ZONE MAINTENANCE. THE PROTECTION FENCING SHALL NOT BE MOVED, REMOVED, OR ENTERED BY EQUIPMENT EXCEPT UNDER DIRECTION OF THE PROJECT ARBORIST. 6.STORAGE OF MATERIAL OR EQUIPMENT. THE CONTRACTOR SHALL NOT STORE MATERIALS OR EQUIPMENT WITHIN THE TPZ. 7.EXCAVATION. EXCAVATION WITHIN THE TPZ SHALL BE AVOIDED IF ALTERNATIVES ARE AVAILABLE. IF EXCAVATION WITHIN THE TPZ IN UNAVOIDABLE, THE PROJECT ARBORIST SHALL EVALUATE THE PROPOSED EXCAVATION TO DETERMINE METHODS TO MINIMIZE IMPACTS TO TREES. ALL CONSTRUCTION WITHIN THE TPZ SHALL BE UNDER THE ON-SITE TECHNICAL SUPERVISION OF THE PROJECT ARBORIST. 8.TREE PROTECTION INSPECTION. THE PROJECT ARBORIST SHALL INSPECT AND VERIFY THE LOCATION OF PROTECTION MEASURES PRIOR TO CONSTRUCTION, MONITOR TREE PROTECTION MEASURES REGULARLY, AND PROVIDE BIWEEKLY WRITTEN REPORTS TO THE CITY DURING PERIODS OF ACTIVE CONSTRUCTION. 9.POST CLEARING EVALUATION. THE PROJECT ARBORIST SHALL VISIT THE SITE AT THE TIME OF CLEARING TO RE-ASSESS TREES PLANNED FOR PRESERVATION IN TERMS OF GENERAL CONDITION AND POTENTIAL RISK. IF TREES ARE FOUND TO BE HAZARDOUS, THE PROJECT ARBORIST SHALL UPDATE THE URBAN FORESTRY PLAN FOR THE CITY'S REVIEW AND APPROVAL. 10.FINAL REPORT. AFTER THE PROJECT HAS BEEN COMPLETED, THE PROJECT ARBORIST SHALL PROVIDE A FINAL REPORT THAT DESCRIBES THE MEASURES NEEDED TO MAINTAIN AND PROTECT THE REMAINING TREES. DRIP LINE CRITICAL ROOT ZONE (NOT TO SCALE) 1 TREE PROTECTION DETAIL 8' TYP TO BE PROTECTED FENCE SHALL IDEALLY BE LOCATED AT THE OUTER PERIMETER OF THE CRITICAL ROOT ZONE. SEE TREE PROTECTION PLAN THIS SHEET 5' CHAIN LINK FENCING. 2" MESH CHAIN LINK SECURED TO 1-1/2" DIA STEEL OR ALUMINUM POSTS N: \ p r o j \ 3 9 5 - 1 0 3 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s - C D S u b m i t t a l P H 2 A s b u i l t s \ 3 9 5 1 0 3 . ( 1 2 2 - 1 2 4 ) T R E E P R E S E R V A T I O N - P H 2 P D M O D . d w g - S H E E T : 12 2 Fe b . 1 3 , 2 3 - 4: 1 5 P M br e t t REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KCS CONSTRUCTION 395-103 01/04/20221ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 2 RENEWS: JUNE 30, 2024 TREE PRESERVATION AND REMOVAL PLAN 122 1 INCH = 100 FEET 100 50 100 SCALE 0 XX XX XX XX 71757 71759 71758 71760 71756 XX XX XX XX XX XX XX XX XX XX XX XX XX SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSSSSSS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS TRACT "DD"XX XX XX XX XX XX XX XX XX XX XX XX XX SC SS SS SS SS SS SS SSSS SC SS SS SS SS SS SS SSSS TRACT "X" EXISTING TREE TO BE REMOVED LEGEND DECIDUOUS CONIFEROUS WETLAND DRAINAGEWAY TREE NUMBER (REFER TO "ATTACHMENT A: EXISTING TREE INVENTORY DATA" FOR TREE DETAILS) 70824 EXISTING TREE TO BE RETAINED WITH TREE PROTECTION FENCING PER DTL 1, SHEET 114 MODERATE VALUE HABITAT BOUNDARY LOWER VALUE HABITAT BOUNDARY HIGHEST VALUE HABITAT BOUNDARY EXISTING WETLANDS BUFFER EXISTING DEGRADED WETLANDS BUFFER TO BE IMPROVED PROPOSED WETLANDS BUFFER PROPOSED SIGNIFICANT TREE GROVE EXISTING SIGNIFICANT TREE GROVE N: \ p r o j \ 3 9 5 - 1 0 3 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s - C D S u b m i t t a l P H 2 A s b u i l t s \ 3 9 5 1 0 3 . ( 1 2 2 - 1 2 4 ) T R E E P R E S E R V A T I O N - P H 2 P D M O D . d w g - S H E E T : 12 3 Fe b . 1 3 , 2 3 - 4: 1 5 P M br e t t REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KCS CONSTRUCTION 395-103 01/04/20221ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 2 RENEWS: JUNE 30, 2024 TREE PRESERVATION AND REMOVAL PLAN 1231 INCH = 50 FEET 50 25 50 SCALE 0 2 ENLARGED TREE PROTECTION PLAN ENLARGED TREE PROTECTION PLAN PROPOSED SEDIMENT FENCEXX X X X X X W W W EXISTING 25.00' STORM AND SANITARY EASEMENT PGE577 PG E1730 PG E1730 PGE1730 PGE1730 PGE233 W WWWWWWW W W W W WWWW WWWW IR R . S L E E V E IRR. SLEEVE IR R . S L E E V E IR R . S L E E V E IR R . S L E E V E IRR. SLEEVE IRR. SLEEVE IR R . S L E E V E IR R . S L E E V E PUE, TYP. SSSSSSSSSSSSSS SS SS SS SDSD SD SDSDSD SD SD W WWWWWWW D D D DDXSD XS D XS D XS D XS D XS D XSD XS D XS D S S SSXSSXSS XS S XS S XS S XS S XS S XSS XS S XS S W W W W WWWW WWWW CONNECT TO EXISTING 16" WATER LINE CONNECT TO EXISTING 18" WATER LINE 4 8.00' PUE, TYP. 1 8.00' PUE, TYP. 8.00' PUE, TYP. 8.00' PUE, TYP. 1 12 1 1 12 1 1 12 84 8566 83 82 65 64 63 23 + 0 0 24 + 0 0 25 + 0 0 26 + 0 0 14 + 0 0 15 + 0 0 16 + 0 0 54+00 55+00 56+00 57+00 58+00 59+00 60+00 61+00 62+00 D D XS D SW RIVER TERRACE BOULEVARD SW D A R L I N G L A N E SW RIVER TERRACE BOULEVARD SW R U B I C O N L A N E SW E V E R T O N S T R E E T 270 280 290 300 310 320 330 340 54+00 55+00 56+00 56+36 270 280 290 300 310 320 330 340 56+36 57+00 58+00 59+00 60+00 61+00 62+00 62+50 EV C S : 5 4 + 2 4 . 2 5 EV C E : 2 7 9 . 2 0 PVI STA:56+77.52 PVI ELEV:296.37 K:26.00 LVC:112.86 BV C S : 5 6 + 2 1 . 0 9 BV C E : 2 9 3 . 5 5 EV C S : 5 7 + 3 3 . 9 5 EV C E : 3 0 1 . 6 4 PVI STA: 57+81.18 PVI ELEV: 306.05 K: 20.00 LVC: 86.80 BV C S : 5 7 + 3 7 . 7 8 BV C E : 3 0 2 . 0 0 EV C S : 5 8 + 2 4 . 5 8 EV C E : 3 0 8 . 2 2 PVI STA: 59+75.70 PVI ELEV: 315.78 K: 20.00 LVC: 189.99 BV C S : 5 8 + 8 0 . 7 0 BV C E : 3 1 1 . 0 3 EV C S : 6 0 + 7 0 . 7 0 EV C E : 3 1 1 . 5 0 HIGH PT. STA: 59+80.70 HIGH PT ELEV: 313.53 PVI STA: 62+19.85 PVI ELEV: 304.79 K: 20.00 LVC: 120.02 BV C S : 6 1 + 5 9 . 8 4 BV C E : 3 0 7 . 4 9 ST A = 5 6 + 3 5 . 7 8 ( R I V E R T E R R A C E ( N ) ) EL E V = 2 9 4 . 3 2 BE G I N C O N S T R U C T I O N ST A = 5 8 + 5 3 . 5 0 ( R I V E R T E R R A C E ( N ) ) EL E V = 3 0 9 . 6 7 ST A = 2 4 + 8 9 . 2 0 ( E V E R T O N ) IN T E R S E C T I O N ST A = 6 1 + 1 5 . 5 0 ( R I V E R T E R R A C E ( N ) ) EL E V = 3 0 9 . 4 9 ST A = 1 4 + 6 0 . 0 0 ( R U B I C O N ) IN T E R S E C T I O N -4.50%5.00% 5.00% 9.34% PVI STA = 58+53.50 ELEV = 309.67 PROPOSED 18" WATER PROPOSED 16" WATER FINISH GRADE @ STREET CENTERLINE EXISTING GROUND @ STREET CENTERLINEEXISTING GROUND @ STREET CENTERLINE 2.50% TRAVEL 13' SW 6' 52' PAVEMENT LC R/W PUE 8' PLANT. 7' 2.50% SW 5' 2 D2.01 CONCRETE SIDEWALK PER DETAIL 120, SHEET D2.01. 5:1 MAX. TC = CL - 0.23'TC = CL - 0.23' MEDIAN 9' TRAVEL 13' PARKING 8' PARKING 8' CONCRETE STANDARD CURB PER DETAIL 125, SHEET D2.01. TMC = CL + 0.38'TMC = CL + 0.38' STREET L 110' ROW CONCRETE CURB AND GUTTER PER DETAIL 126, SHEET D2.01. 5:1 MAX. CORRIDOR 38' TRAIL TRAIL 12' MEANDERING 72' STREET CORRIDOR 0.5' 0.5' PUE 8' 5:1 MAX. N.T.S. 2-LANE NEIGHBORHOOD COLLECTOR - SW RIVER TERRACE BOULEVARD STANDARD SECTIONF1 C 0.5'0.5' 0.5'0.5' 4.5'4.5' 15.0' CENTERLINE OFFSET R/W (STA:57+22.02 - 65+61.84) 2.50% TRAVEL 12' SW TRAVEL 12' 6' 24' PAVEMENT LC R/W N.T.S. 2-LANE NEIGHBORHOOD COLLECTOR - SW RIVER TERRACE BOULEVARD NARROW SECTIONF2 2.50% R/W SW 12' 2 D2.01 CONCRETE SIDEWALK PER DETAIL 120, SHEET D2.01. CONCRETE CURB AND GUTTER PER DETAIL 126, SHEET D2.01. TC = CL+0.12'TC = CL+0.12' 0.5'0.5'0.5'0.5' L 44' ROW C 3.0' CENTERLINE OFFSET (STA: 56+35.78 - 57+22.02) SW R O Y R O G E R S R D . ( C . R . N O . 3 1 5 0 ) SW R I V E R T E R R A C E B L V D SW PERTH ROAD SW 1 6 5 T H A V E N U E KEY MAP N: \ p r o j \ 3 9 5 - 1 0 3 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s - C D S u b m i t t a l P H 2 A s b u i l t s \ 3 9 5 1 0 3 . ( 2 0 1 - 2 0 3 ) S T - R I V E R T E R R A C E - P H 2 P D M O D . d w g - S H E E T : 20 1 Fe b . 1 3 , 2 3 - 4: 1 7 P M br e t t REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KCS CONSTRUCTION 395-103 01/04/20221ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 2 RENEWS: JUNE 30, 2024 SW RIVER TERRACE BOULEVARD STREET PLAN & PROFILE 2011 INCH = 50 FEET 50 25 50 SCALE 0 RI V E R T E R R A C E B L V D SE E S H E E T 20 2 LEGEND: SIDEWALK BUILT BY DEVELOPMENT SIDEWALK BUILT BY HOME BUILDER GENERAL NOTES: 1.CONSTRUCT SW RIVER TERRACE BLVD PER TYPICAL STREET SECTIONS F1 AND F2, THIS SHEET. 2.REFER TO CR SHEETS FOR CURB RETURN INFORMATION. 3.DRY UTILITY CROSSINGS SHALL BE PLACED PRIOR TO PROOF ROLL TEST FOR CURB. THE NUMBER OF CROSSINGS, EXACT LOCATIONS, DEPTH, CONDUIT TYPE, ETC. SHALL BE SPECIFIED BY THE PRIVATE UTILITY CARRIES. CONTRACTOR SHALL COORDINATE. SW RIVER TERRACE BOULEVARD PLAN SCALE: 1" = 50' SW RIVER TERRACE BOULEVARD PROFILE HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 10' EVERTON STREET SEE SHEET 206 RUBICON LANE SEE SHEET 207 STREET NOTES: INSTALL STANDARD ADA ACCESSIBLE RAMP PER DETAIL 1, SHEET D2.03. INSTALL MONUMENT BOX PER DETAIL 170, SHEET D2.02. SAWCUT MIN. OF 1-FOOT INSIDE SOUND EXISTING ASPHALT CONCRETE PAVEMENT AND REMOVE. SEE PROFILE FOR STATIONING. REMOVE EXISTING STREET BARRICADE 1 2 4 12 PGE1730 PGE1730 PGE5106 DCO DCO DCO DCO DCO DCO PGE1730 PGE1730 PGE1730 PG E644 PGE1730 W W W W W W W W W W WW W W W W WW W W W W IRR. S L E E V E IRR . S L E E V E IRR . S L E E V E IRR . S L E E V E IRR. SLEEVE IRR. SLEEVE IRR. SLEEVEIRR. SLEEVE IR R . S L E E V E IR R . S L E E V E IR R . S L E E V E IR R . S L E E V E 3.00 ' PUE , T Y P . SS SS SS SS SS SS SS SS SS SS SS SS SD SD SD SD SD SD SD SD SD SD SD SD W W W W W W W W W W WW X X X X X X X X X X W W W W XSS 8.00' PUE, TYP. 3.00' PUE, TYP. 6.00' PUE, TYP. 8.00' PUE, TYP. TRACT W 93 84 85 TRACT S 94 92 TRA C T R WW 10+ 0 0 11+0 0 18 + 0 0 19 + 0 0 20 + 0 0 21 + 0 0 14+ 0 0 65+63 62+0 0 63+0 0 64+00 65+00 65+62 66+00 67+00 68+0 0 69+0 0 SEE SHEETS 114-119 FOR RIVER TERRACE CULVERT DESIGN 2 1A 1A 1A 1A 2 W W W W 97 98 95 96 109 108 TRACT V SD SD SD SD SS SS SS SS SS SW R I V E R T E R R A C E B O U L E V A R D SW P E R T H R O A D SW C H E T C O C O U R T 250 260 270 280 290 300 310 320 330 250 260 270 280 290 300 310 320 330 62+50 63+00 64+00 65+00 65+63 PVI STA:62+19.85 PVI ELEV:304.79 K:20.00 LVC:120.02 EV C S : 6 2 + 7 9 . 8 6 EV C E : 2 9 8 . 4 9 PVI STA:64+79.00 PVI ELEV:280.08 K:3.00 LVC:7.50 BVCS: 64+75.25 BVCE: 280.13 EVCS: 64+82.75 EVCE: 279.93 PVI STA:64+56.62 PVI ELEV:280.41 K:2.00 LVC:16.98 BV C S : 6 4 + 4 8 . 1 3 BV C E : 2 8 1 . 2 6 EV C S : 6 4 + 6 5 . 1 1 EV C E : 2 8 0 . 2 8 LOW PT STA: 65+09.60 LOW PT ELEV: 279.25 PVI STA:65+05.85 PVI ELEV:279.00 K:5.00 LVC:32.49 BV C S : 6 4 + 8 9 . 6 0 BV C E : 2 7 9 . 6 5 EV C S : 6 5 + 2 2 . 1 0 EV C E : 2 7 9 . 4 1 ST A = 6 5 + 6 2 . 5 9 ( R I V E R T E R R A C E ( N ) ) EL E V = 2 8 0 . 1 6 ST A = 1 8 + 9 9 . 1 5 ( P E R T H ) IN T E R S E C T I O N -10.5 0 % -9.99 % -1.50% -4.00% 2.50%1.86% PVI STA = 63+62.30 ELEV = 289.83 PVI STA = 65+22.22 ELEV = 279.41 FINISH GRADE @ STREET CENTERLINE PROPOSED 16" WATER PROPOSED 18" WATER EXISTING GROUND @ STREET CENTERLINE 2.50% TRAVEL 13' SW 6' 52' PAVEMENT LC R/W PUE 8' PLANT. 7' 2.50% SW 5' 2 D2.01 CONCRETE SIDEWALK PER DETAIL 120, SHEET D2.01. 5:1 MAX. TC = CL - 0.23'TC = CL - 0.23' MEDIAN 9' TRAVEL 13' PARKING 8' PARKING 8' CONCRETE STANDARD CURB PER DETAIL 125, SHEET D2.01. TMC = CL + 0.38'TMC = CL + 0.38' STREET L 110' ROW CONCRETE CURB AND GUTTER PER DETAIL 126, SHEET D2.01. 5:1 MAX. CORRIDOR 38' TRAIL TRAIL 12' MEANDERING 72' STREET CORRIDOR 0.5' 0.5' PUE 8' 5:1 MAX. N.T.S. 2-LANE NEIGHBORHOOD COLLECTOR - SW RIVER TERRACE BOULEVARD STANDARD SECTIONF1 C 0.5'0.5' 0.5'0.5' 4.5'4.5' 15.0' CENTERLINE OFFSET R/W (STA:57+22.02 - 65+61.84) 2.50% TRAVEL 12' SWTRAVEL 12' 6' 24' PAVEMENT LC R/W N.T.S. 2-LANE NEIGHBORHOOD COLLECTOR - SW RIVER TERRACE BOULEVARD NARROW SECTIONF2 2.50% R/W SW 12' 2 D2.01CONCRETE SIDEWALK PER DETAIL 120, SHEET D2.01. CONCRETE CURB AND GUTTER PER DETAIL 126, SHEET D2.01. TC = CL+0.12'TC = CL+0.12' 0.5'0.5'0.5'0.5' 44' ROW 3.0' CENTERLINE OFFSET LC (STA:67+78.85 - 69+80.37) TRAVEL 16' MIN NTS ROUNDABOUT - STANDARD SEE SHEET D2.03 SHEETS FOR TRUCK APRON CROSS-SECTION DETAIL. 2.50% K SEE ROUNDABOUT GEOMETRY PLAN, SHEET CR14 5 D2.01 (STA:65+61.84 - 67+78.85) 250 260 270 280 290 300 310 320 330 250 260 270 280 290 300 310 320 330 65+60 66+00 67+00 68+00 69+00 69+50 PVI STA:66+43.00 PVI ELEV:280.19 K:3.00 LVC:7.50 BVCS: 66+39.25 BVCE: 280.04 EVCS: 66+46.75 EVCE: 280.24 LOW PT STA: 66+11.30 LOW PT ELEV: 279.32 PVI STA:66+15.05 PVI ELEV:279.07 K:5.00 LVC:32.50 BV C S : 6 5 + 9 8 . 8 0 BV C E : 2 7 9 . 4 8 EV C S : 6 6 + 3 1 . 3 0 EV C E : 2 7 9 . 7 2 ST A = 6 5 + 6 1 . 8 4 ( R I V E R T E R R A C E ( S ) ) EL E V = 2 8 0 . 4 0 ST A = 1 8 + 8 3 . 8 4 ( P E R T H ) IN T E R S E C T I O N -2.50%-2.50%4.00% 1.50% 1.00% 3.52% 4.00% PVI STA = 65+97.65 ELEV = 279.50 PVI STA = 66+58.00 ELEV = 280.41 PVI STA = 68+00.00 ELEV = 281.84 PVI STA = 68+69.52 ELEV = 284.28 FINISH GRADE @ STREET CENTERLINE PROPOSED 18" WATERPROPOSED 12" WATER EXISTING GROUND @ STREET CENTERLINE SW R O Y R O G E R S R D . ( C . R . N O . 3 1 5 0 ) SW R I V E R T E R R A C E B L V D SW PERTH ROAD SW 1 6 5 T H A V E N U E KEY MAP N: \ p r o j \ 3 9 5 - 1 0 3 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s - C D S u b m i t t a l P H 2 A s b u i l t s \ 3 9 5 1 0 3 . ( 2 0 1 - 2 0 3 ) S T - R I V E R T E R R A C E - P H 2 P D M O D . d w g - S H E E T : 20 2 Fe b . 1 3 , 2 3 - 4: 1 7 P M br e t t REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KCS CONSTRUCTION 395-103 01/04/20221ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 2 RENEWS: JUNE 30, 2024 SW RIVER TERRACE BOULEVARD STREET PLAN & PROFILE 2021 INCH = 50 FEET 50 25 50 SCALE 0 RIV E R T E R R A C E B L V D SE E S H E E T 201 LEGEND: SIDEWALK BUILT BY DEVELOPMENT SIDEWALK BUILT BY HOME BUILDER GENERAL NOTES: 1.CONSTRUCT SW RIVER TERRACE BLVD PER TYPICAL STREET SECTIONS F1, F2 AND F3, THIS SHEET. 2.REFER TO CR SHEETS FOR CURB RETURN INFORMATION. 3.DRY UTILITY CROSSINGS SHALL BE PLACED PRIOR TO PROOF ROLL TEST FOR CURB. THE NUMBER OF CROSSINGS, EXACT LOCATIONS, DEPTH, CONDUIT TYPE, ETC. SHALL BE SPECIFIED BY THE PRIVATE UTILITY CARRIES. CONTRACTOR SHALL COORDINATE 4.CONSTRUCT ROUNDABOUT PER TYPICAL STREET SECTION K ON THIS SHEET AND APRON DETAILS ON SHEET D2.03. 5.FOR ROUNDABOUT GEOMETRY REFER TO SHEET CR14. SW RIVER TERRACE BOULEVARD PLAN SCALE: 1" = 50' SW RIVER TERRACE BOULEVARD PROFILE HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 10' PERTH ROAD SEE SHEET 205 PERTH ROAD SEE SHEET 204 RI V E R T E R R A C E B L V D SE E S H E E T 20 3 STREET NOTES: INSTALL 12' ADA ACCESSIBLE RAMP PER DETAIL 128, SHEET D2.03. INSTALL MONUMENT BOX PER DETAIL 170, SHEET D2.02. 1A 2 PGE1730 PGE1730 PGE1730 PGE1730 PG E1730 PGE644 PGE644 DCO DCO DCO DCO PGE1730 PGE1730 W W W W WW W PGE 5106 8.00' PUE, TYP.8.00' PUE, TYP. 6 2 SS SS SS SS SS SS SD SD SD SD W W W W SS SS WW X X X X X X SS 3 9 10 10 TRACT X TRACT W TRACT Z 11 + 0 0 12 + 0 0 13 + 0 0 14 + 0 0 76+23 69+ 0 0 70+00 71+00 72+00 73+00 74+00 75+00 76+00 W 118 119 TRACT W SW N O O S A C O U R T SW RIV E R T E R R A C E B O U L E V A R D FUTUR E S W R I V E R T E R R A C E B O U L E V A R D 2.50% TRAVEL 12' SWTRAVEL 12' 6' 24' PAVEMENT LC R/W N.T.S. 2-LANE NEIGHBORHOOD COLLECTOR - SW RIVER TERRACE BOULEVARD NARROW SECTIONF2 2.50% R/W SW 12' 2 D2.01CONCRETE SIDEWALK PER DETAIL 120, SHEET D2.01. CONCRETE CURB AND GUTTER PER DETAIL 126, SHEET D2.01. TC = CL+0.12'TC = CL+0.12' 0.5'0.5'0.5'0.5' 44' ROW 3.0' CENTERLINE OFFSET LC (STA:67+78.85 - 69+80.37) 270 280 290 300 310 320 330 69+50 70+00 71+00 72+00 73+0073+28 270 280 290 300 310 320 330 73+28 74+00 75+00 76+00 76+50 HIGH PT STA: 72+72.11 HIGH PT ELEV: 304.75 PVI STA:72+03.62 PVI ELEV:306.16 K:20.00 LVC:203.33 BV C S : 7 1 + 0 1 . 9 5 BV C E : 2 9 7 . 5 1 EV C S : 7 3 + 0 5 . 2 9 EV C E : 3 0 4 . 4 7 PVI STA:70+14.84 PVI ELEV:290.10 K:26.00 LVC:117.11 BV C S : 6 9 + 5 6 . 2 9 BV C E : 2 8 7 . 7 5 EV C S : 7 0 + 7 3 . 3 9 EV C E : 2 9 5 . 0 8 ST A = 7 3 + 2 2 . 8 9 ( R I V E R T E R R A C E ( S ) ) EL E V = 3 0 4 . 1 8 EN D C O N S T R U C T I O N 8.51% -1.66% PVI STA = 73+23.10 ELEV = 304.18 FUTURE GRADE @ STREET CENTERLINE FINISH GRADE @ STREET CENTERLINE EXISTING GROUND @ STREET CENTERLINE PROPOSED 12" WATER PROPOSED 18" WATER EXISTING GROUND @ STREET CENTERLINE N.T.S. 2-LANE NEIGHBORHOOD COLLECTOR - SW RIVER TERRACE BOULEVARD NARROW SECTIONF4 2.50% TRAVEL 12' SWTRAVEL 12' 12' 24' PAVEMENT LC R/W 2.50% R/W SW 6' 2 D2.01 CONCRETE SIDEWALK PER DETAIL 120, SHEET D2.01. CONCRETE CURB AND GUTTER PER DETAIL 126, SHEET D2.01. TC = CL+0.12'TC = CL+0.12' 0.5'0.5'0.5' 65.0' ROW 13.5' CENTERLINE OFFSET LC 27.5' (STA:69+80.37 - 70+45.75) 2.50% TRAVEL 13' SW 6' 56' PAVEMENT LC R/W PUE 8' PLANT. 7' 2.50% SW 6' 2 D2.01CONCRETE SIDEWALK PER DETAIL 120, SHEET D2.01. 5:1 MAX. TC = CL - 0.23'TC = CL - 0.23' MEDIAN 10' TRAVEL 24' PARKING 8' CONCRETE STANDARD CURB PER DETAIL 125, SHEET D2.01. TMC = CL + 0.38'TMC = CL + 0.38' STREET L 110' ROW CONCRETE CURB AND GUTTER PER DETAIL 126, SHEET D2.01. 5:1 MAX. CORRIDOR 33.5' TRAIL TRAIL 12' MEANDERING 76.5' STREET CORRIDOR 0.5' PUE 8' 5:1 MAX. N.T.S. 2-LANE NEIGHBORHOOD COLLECTOR - SW RIVER TERRACE BOULEVARD STANDARD SECTIONF5 C 0.5'0.5' 0.5'0.5' 4.5'5.5' 15.0' CENTERLINE OFFSET R/W 70' FUTURE DEDICATION40' DEDICATION (STA:70+45.75 - 73+22.89) SW R O Y R O G E R S R D . ( C . R . N O . 3 1 5 0 ) SW R I V E R T E R R A C E B L V D SW PERTH ROAD SW 1 6 5 T H A V E N U E KEY MAP N: \ p r o j \ 3 9 5 - 1 0 3 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s - C D S u b m i t t a l P H 2 A s b u i l t s \ 3 9 5 1 0 3 . ( 2 0 1 - 2 0 3 ) S T - R I V E R T E R R A C E - P H 2 P D M O D . d w g - S H E E T : 20 3 Fe b . 1 3 , 2 3 - 4: 1 7 P M br e t t REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KCS CONSTRUCTION 395-103 01/04/20221ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 2 RENEWS: JUNE 30, 2024 SW RIVER TERRACE BOULEVARD STREET PLAN & PROFILE 2031 INCH = 50 FEET 50 25 50 SCALE 0 RIV E R T E R R A C E B L V D SE E S H E E T 20 2 SW RIVER TERRACE BOULEVARD PLAN SCALE: 1" = 50' NOOSA COURT SEE SHEET 216 SW RIVER TERRACE BOULEVARD PROFILE HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 10' STREET NOTES: INSTALL MONUMENT BOX PER DETAIL 170, SHEET D2.02. CONSTRUCT 3' ASPHALT BENCH AT END OF STREET IMPROVEMENTS. CONSTRUCT COMMERCIAL DRIVEWAY PER DETAIL 143, SHEET D2.01. SEE TABLE THIS SHEET FOR DRIVEWAY INFORMATION. INSTALL STREET BARRICADE PER CITY OF TIGARD DETAIL 192, SHEET D2.02. INSTALL SIDEWALK BARRICADE PER CITY OF TIGARD DETAIL 192, SHEET D2.02. 2 3 6 LEGEND: SIDEWALK BUILT BY DEVELOPMENT SIDEWALK BUILT BY HOME BUILDER GENERAL NOTES: 1.CONSTRUCT SW RIVER TERRACE BLVD PER TYPICAL STREET SECTIONS F2, F4 AND F5, THIS SHEET. 2.REFER TO CR SHEETS FOR CURB RETURN INFORMATION. 3.DRY UTILITY CROSSINGS SHALL BE PLACED PRIOR TO PROOF ROLL TEST FOR CURB. THE NUMBER OF CROSSINGS, EXACT LOCATIONS, DEPTH, CONDUIT TYPE, ETC. SHALL BE SPECIFIED BY THE PRIVATE UTILITY CARRIES. CONTRACTOR SHALL COORDINATE PRIVATE DRIVEWAY STATIONS LOT#DELTA STATION WIDTH TRACT Y 70+88.98, 26.00' RT 24.00 9 10 DCO DCO W PG E644 PGE1730 PGE1730 PGE1730 PGE1730 PGE1730 PGE 644 W W W W W W PGE 5106PG E 510 6 SD SD SD SD SD SD SD SD SD SD SD SS SS SS SS SS SS SS SS SS W W W SS SS W W W IRR . S L E E V E IRR. S L E E V E IR R . S L E E V E IRR. SLEEV E IR R . S L E E V E TRACT DD 18 + 0 0 19+00 20+00 11+00 12+00 13+00 14+00 15+00 16+0 0 17+ 0 0 18+ 0 0 18 + 0 0 19+0019+10 10 + 0 0 11 + 0 0 12 + 0 0 74 + 0 0 75 + 0 0 76 + 0 0 77 + 0 0 11+00 12+00 13+00 14+00 15+00 16+0 0 17+ 0 0 18+ 0 0 8.00' PUE, TYP. 8.00' PUE, TYP. 1 2 2 1A 1A 1 1 REFER TO WACO FACILITY PERMIT PLANS (18-800) FOR PERTH / ROY ROGERS DESIGN SW R O Y R O G E R S R D . ( C . R . N O . 3 1 5 0 ) SW DEVLIN COURT SW 1 6 8 T H A V E N U E 8.00' PUE, TYP. SAWCUT/BEGIN CONSTRUCTION PER THIS SET STA. 10+78.86 (PERTH RD) REFER TO SUPERELEVATION DIAGRAM THIS SHEET SW PERTH ROAD 615 6 124 125 127 128 129 130 131 132 133 126 TR A C T B B SD SS SS ST A = 1 0 + 0 0 . 0 0 ( P E R T H S E R I O U S L Y ) EL E V = 2 4 6 . 4 2 ST A = 7 5 + 9 6 . 7 2 ( R O Y R O G E R S ) IN T E R S E C T I O N ST A = 1 4 + 7 3 . 2 8 ( P E R T H S E R I O U S L Y ) EL E V = 2 6 2 . 6 6 ST A = 1 0 + 0 0 . 0 0 ( 1 6 8 T H ) IN T E R S E C T I O N 230 240 250 260 270 280 290 300 230 240 250 260 270 280 290 300 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 -2.50%-1.50% 5.86% 1.80% 5.12% PVI STA = 10+40.00 ELEV = 245.42 PVI STA:13+71.98 PVI ELEV:260.83 K:20.00 LVC:81.23 BV C S : 1 3 + 3 1 . 3 6 BV C E : 2 5 8 . 4 5 EV C S : 1 4 + 1 2 . 6 0 EV C E : 2 6 1 . 5 7 PVI STA:17+97.00 PVI ELEV:278.36 K:3.00 LVC:10.87 BVCS: 17+91.56 BVCE: 278.08 EVCS: 18+02.44 EVCE: 278.44 PVI STA: 10+95.00 PVI ELEV: 244.60 K: 13.58 LVC: 99.97 BV C S : 1 0 + 4 5 . 0 1 BV C E : 2 4 5 . 3 5 EV C S : 1 1 + 4 4 . 9 9 EV C E : 2 4 7 . 5 3 LOW PT. STA: 10+65.38 LOW PT ELEV: 245.20 PVI STA:15+00.00 PVI ELEV:263.14 K:13.40 LVC:44.55 BV C S : 1 4 + 7 7 . 7 3 BV C E : 2 6 2 . 7 4 EV C S : 1 5 + 2 2 . 2 7 EV C E : 2 6 4 . 2 8 FINISH GRADE @ STREET CENTERLINE EXISTING GROUND @ STREET CENTERLINE PROPOSED 8" WATERLINE 2.50% TRAVEL 11' SWBIKE 6'6' 50' PAVEMENT LC R/W N.T.S. SW PERTH RD 3 LANE COLLECTOR PUE 8' D1 PLANT. 5' 2.50% R/W PUE 8' PLANT. 5' SW 6' 3 DTL1CONCRETE SIDEWALK PER DETAIL 2110, SHEET DTL1.CONCRETE CURB AND GUTTER PER DETAIL 2010, SHEET DTL1. 5:1 MAX.5:1 MAX. TC = CL - 0.31'TC = CL - 0.01' MEDIAN 12' BIKE 6' TRAVEL 11' 0.5'0.5' 0.5'0.5' L 70' ROW C 6.0' CENTERLINE OFFSET (STA: 10+00.00 - 14+73.28) N.T.S. 2 LANE COLLECTOR SW PERTH ROADD2 2.50% SWTRAVEL 22' 6' 58' R.O.W. 34' PAVEMENT LC R/W PUE 6' PLANT. 2.50% R/W PUE 6' PLANT.SW 6' 3 D2.01CONCRETE SIDEWALK PER DETAIL 120, SHEET D2.01.CONCRETE CURB AND GUTTER PER DETAIL 126, SHEET D2.01. 5:1 MAX.5:1 MAX. TC = CL + 0.01'TC = CL + 0.01' BIKE 6' BIKE 6' 0.5'0.5' 5'5' 0.5'0.5' (STA: 14+73.28 - 17+75.00) SW R O Y R O G E R S R D . ( C . R . N O . 3 1 5 0 ) SW R I V E R T E R R A C E B L V D SW PERTH ROAD SW 1 6 5 T H A V E N U E KEY MAP N: \ p r o j \ 3 9 5 - 1 0 3 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s - C D S u b m i t t a l P H 2 A s b u i l t s \ 3 9 5 1 0 3 . ( 2 0 4 - 2 0 5 ) S T - P E R T H - P H 2 P D M O D . d w g - S H E E T : 20 4 Fe b . 1 3 , 2 3 - 4: 1 9 P M br e t t REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KCS CONSTRUCTION 395-103 01/04/20221ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 2 RENEWS: JUNE 30, 2024 SW PERTH ROAD STREET PLAN & PROFILE 2041 INCH = 50 FEET 50 25 50 SCALE 0 LEGEND: SIDEWALK BUILT BY DEVELOPMENT SIDEWALK BUILT BY HOME BUILDER GENERAL NOTES: 1.CONSTRUCT SW PERTH ROAD PER TYPICAL STREET SECTIONS D1 & D2, THIS SHEET. 2.REFER TO CR SHEETS FOR CURB RETURN INFORMATION. 3.DRY UTILITY CROSSINGS SHALL BE PLACED PRIOR TO PROOF ROLL TEST FOR CURB. THE NUMBER OF CROSSINGS, EXACT LOCATIONS, DEPTH, CONDUIT TYPE, ETC. SHALL BE SPECIFIED BY THE PRIVATE UTILITY CARRIES. CONTRACTOR SHALL COORDINATE. SW PERTH ROAD PLAN SCALE: 1" = 50' SW PERTH ROAD PROFILE HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 10' PER T H R O A D SEE SH E E T 205 STREET NOTES: INSTALL STANDARD ADA ACCESSIBLE RAMP PER DETAIL 1, SHEET D2.03. INSTALL MONUMENT BOX PER DETAIL 170, SHEET D2.02. CONSTRUCT COMMERCIAL DRIVEWAY PER DETAIL 143, SHEET D2.01. SEE TABLE THIS SHEET FOR DRIVEWAY INFORMATION. CONSTRUCT 15' WIDE MAINTENANCE ACCESS. PLACE 4" AC OVER 10" AGGREGATE BASE. 1 2 SUPERELEVATION DIAGRAM 2.50%2.50% CL FULL SHED STA: 10+78.86 FLAT CROSS SLOPE STA: 11+03.86 END TRANSITION STA: 11+28.86 TO C E L E V : 24 5 . 2 5 TO C E L E V : 24 5 . 7 3 TO C E L E V : 24 6 . 3 7 2.50% 2.50% 2.50% 1.40% CL CLTO C E L E V : 24 6 . 3 5 TO C E L E V : 24 5 . 7 5 TO C E L E V : 24 6 . 6 7 PRIVATE DRIVEWAY STATIONS LOT#DELTA STATION WIDTH TRACT DD 10+91.85, 17.00' RT 12.00 TRACT BB 13+99.13, 17.00' RT 20.00 6 15 PGE1730 PGE644 PGE577 PGE 644 PGE1730 PGE1730 PGE1730 CO DCO PGE233 PGE1730 PGE1730 PGE1730 PGE644 PGE1730 PGE1730 PGE1730 PGE644 PGE1730 PGE1730 W W W WW WW W W W W W W W W W W W W W W W WSD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS W W W WW WW W W W W W W W W W W W TRACT W TRACT S 90 88 89 TRACT Q 91TRA C T R 10+ 0 0 11+0 0 12+ 0 0 10+ 0 0 11+ 0 0 18+00 19+00 20+00 21+00 22+00 23+00 24+ 0 0 25+ 0 0 26+ 0 0 11+ 0 0 18+00 19+00 20+00 21+00 22+00 23+00 24+ 0 0 25+ 0 0 26+ 0 0 6.00' PUE, TYP. 6.00' PUE, TYP.6.00' PUE, TYP. 6.00' PUE, TYP. 6.00 ' PUE , T Y P . 2 2 6 2 6 1A 1A 1 1 1A 1A 3 SW R I V E R T E R R B L V D SW PER T H R O A D SW 1 6 5 T H A V E N U E SW C H E T C O C T ROUNDABOUT APRON AND CURBS PER DETAILS SHEET 202 9 9 10 W 65+63 65 + 0 0 65+62 66 + 0 0 67 + 0 0 68+ 0 0 W W W W 99 104 103 105 101 102 100 TR A C T T 97 98 95 96 TRA C T U SD SDSDSD SD SS SSSSSS SS SS SC SS SS ST A = 2 3 + 3 6 . 7 0 ( P E R T H ) EL E V = 3 0 0 . 6 1 ST A = 1 0 + 0 0 . 0 0 ( 1 6 5 T H S ) IN T E R S E C T I O N ST A = 2 4 + 6 4 . 6 2 ( P E R T H ) EL E V = 3 0 2 . 4 4 EN D C O N S T R U C T I O N 260 270 280 290 300 310 320 330 340 17+50 18+00 19+00 20+00 21+00 22+00 23+00 24+00 24+64 260 270 280 290 300 310 320 330 340 24+64 25+00 25+50 PVI STA = 18+10.00 ELEV = 278.55 PVI STA = 18+36.63 ELEV = 279.22 PVI STA = 19+62.00 ELEV = 279.70 PVI STA: 23+25.31 PVI ELEV: 301.05 K: 20.00 LVC: 117.30 BV C S : 2 2 + 6 6 . 6 6 BV C E : 2 9 7 . 0 2 EV C S : 2 3 + 8 3 . 9 6 EV C E : 3 0 1 . 6 4 PVI STA:17+97.00 PVI ELEV:278.36 K:3.00 LVC:10.87 BVCS: 17+91.56 BVCE: 278.08 EVCS: 18+02.44 EVCE: 278.44 PVI STA:21+50.00 PVI ELEV:289.01 K:13.40 LVC:19.47 BV C S : 2 1 + 4 0 . 2 6 BV C E : 2 8 8 . 4 9 EV C S : 2 1 + 5 9 . 7 4 EV C E : 2 8 9 . 6 8 LOW PT STA: 19+41.10 LOW PT ELEV: 279.26 PVI STA:19+44.85 PVI ELEV:279.01 K:5.00 LVC:32.50 BV C S : 1 9 + 2 8 . 6 0 BV C E : 2 7 9 . 4 2 EV C S : 1 9 + 6 1 . 1 0 EV C E : 2 7 9 . 6 6 PVI STA:19+84.00 PVI ELEV:280.03 K:5.00 LVC:19.56 BV C S : 1 9 + 7 4 . 2 2 BV C E : 2 7 9 . 8 8 EV C S : 1 9 + 9 3 . 7 8 EV C E : 2 8 0 . 5 6 ST A = 1 8 + 8 3 . 8 4 ( P E R T H ) EL E V = 2 8 0 . 4 0 ST A = 6 5 + 6 1 . 8 4 ( R I V E R T E R R A C E ( S ) ) IN T E R S E C T I O N ST A = 1 8 + 9 9 . 1 4 ( P E R T H ) EL E V = 2 8 0 . 1 6 ST A = 6 5 + 6 2 . 5 9 ( R I V E R T E R R A C E ( N ) ) IN T E R S E C T I O N FINISH GRADE @ STREET CENTERLINE EXISTING GROUND @ STREET CENTERLINE PROPOSED 16" WATERLINE PROPOSED 8" WATERLINE FUTURE GRADE @ STREET CENTERLINE 6.87% 1.50%2.50%2.50%-0.50%-2.50%4.00%1.50% 5.41% 1.00% N.T.S. NEIGHBORHOOD ROUTE SW PERTH ROADC 2.50% SWTRAVEL 24' 5' 58' R.O.W. 36' PAVEMENT LC R/W PUE 6' PLANT. 2.50% R/W PUE 6' PLANT.SW 5' 4 D2.01CONCRETE SIDEWALK PER DETAIL 120, SHEET D2.01.CONCRETE CURB AND GUTTER PER DETAIL 126, SHEET D2.01. 5:1 MAX.5:1 MAX. TC = CL + 0.01'TC = CL + 0.01' BIKE 6' BIKE 6' 0.5'0.5' 5'5' 0.5'0.5' (STA: 20+00.00 - 24+64.62) TRAVEL 16' MIN NTS ROUNDABOUT - STANDARD SEE SHEET D2.03 SHEETS FOR TRUCK APRON CROSS-SECTION DETAIL. 2.50% K SEE ROUNDABOUT GEOMETRY PLAN, SHEET CR14 5 D2.01 (STA: 17+75.00 - 20+00.00) SW R O Y R O G E R S R D . ( C . R . N O . 3 1 5 0 ) SW R I V E R T E R R A C E B L V D SW PERTH ROAD SW 1 6 5 T H A V E N U E KEY MAP N: \ p r o j \ 3 9 5 - 1 0 3 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s - C D S u b m i t t a l P H 2 A s b u i l t s \ 3 9 5 1 0 3 . ( 2 0 4 - 2 0 5 ) S T - P E R T H - P H 2 P D M O D . d w g - S H E E T : 20 5 Fe b . 1 3 , 2 3 - 4: 1 9 P M br e t t REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KCS CONSTRUCTION 395-103 01/04/20221ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 2 RENEWS: JUNE 30, 2024 SW PERTH ROAD STREET PLAN & PROFILE 2051 INCH = 50 FEET 50 25 50 SCALE 0 LEGEND: SIDEWALK BUILT BY DEVELOPMENT SIDEWALK BUILT BY HOME BUILDER GENERAL NOTES: 1.CONSTRUCT SW PERTH ROAD PER TYPICAL STREET SECTIONS D2 AND C, THIS SHEET. 2.REFER TO CR SHEETS FOR CURB RETURN INFORMATION. 3.DRY UTILITY CROSSINGS SHALL BE PLACED PRIOR TO PROOF ROLL TEST FOR CURB. THE NUMBER OF CROSSINGS, EXACT LOCATIONS, DEPTH, CONDUIT TYPE, ETC. SHALL BE SPECIFIED BY THE PRIVATE UTILITY CARRIES. CONTRACTOR SHALL COORDINATE. RIVER TERRACE BLVD SEE SHEET 201 SW PERTH ROAD PLAN SCALE: 1" = 50' SW PERTH ROAD PROFILE HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 10' 165 T H A V E SE E S H E E T 208 RIVER TERRACE BLVD SEE SHEET 202 PE R T H R O A D SE E S H E E T 20 4 STREET NOTES: INSTALL STANDARD ADA ACCESSIBLE RAMP PER DETAIL 1, SHEET D2.03. INSTALL 12' ADA ACCESSIBLE RAMP PER DETAIL 128, SHEET D2.03, WITH REMOVABLE BOLLARD PER DETAIL 2, SHEET D2.03. INSTALL MONUMENT BOX PER DETAIL 170, SHEET D2.02. CONSTRUCT 3' TEMPORARY ASPHALT BENCH AT END OF STREET IMPROVEMENTS. CONSTRUCT COMMERCIAL DRIVEWAY PER DETAIL 143, SHEET D2.01. SEE TABLE THIS SHEET FOR DRIVEWAY INFORMATION. INSTALL STREET BARRICADE PER CITY OF TIGARD DETAIL 192, SHEET D2.02. INSTALL SIDEWALK BARRICADE PER CITY OF TIGARD DETAIL 192, SHEET D2.02. 1 2 3 6 1A PRIVATE DRIVEWAY STATIONS LOT#DELTA STATION WIDTH TRACT R (SW CHETCO COURT)20+75.77, 11.97' LT 30.00 TRACT U 24+52.25, 18.00' RT 24.00 9 10 PGE644 PGE644PGE1730PGE1730 PGE1730 PGE1730 PGE1730 PGE1730 PGE1730 PGE1730 PGE1730 T PG E233 PGE1730 T W W W W W W W W W W W W W W WW W W W W W SD SD SD SD SD SD SD SD SD SD SD SD SD SS SS SS SS SS SS SS SS SS SS W W W W W W W W W W W W W W WW W W W W W IR R . S L E E V E IRR. SLEEVE IRR. SLEEVE IR R . S L E E V E IRR. SLEEVE IR R . S L E E V E IRR. SLEEVE TYP. 13 + 0 0 14 + 0 0 15 + 0 0 8.00' PUE, TYP. 6.00' PUE, TYP. 6.00' PUE, TYP. 8.00' PUE, TYP. 6.00' PUE, TYP. 6.00' PUE, TYP. 6665 64 63 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 2 1A 21A 1 1 1 1 1 12 2 62 61 60 696768 57 56 7170 59 58 7 3 SW 1 6 5 T H A V E N U E SW R I V E R T E R R A C E B O U L E V A R D SW EVERTON STREET 10 10 9 57 + 0 0 58 + 0 0 59 + 0 0 SSSS 280 290 300 310 320 330 340 350 360 280 290 300 310 320 330 340 350 360 20+50 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 -1.26% -10.6 3 % -2.00%-2.00% 2.33% 2.00%2.50%2.50%2.00% 6.20% PVI STA = 29+05.20 ELEV = 315.95 PVI STA = 29+15.20 ELEV = 316.15 PVI STA = 29+83.20 ELEV = 317.85 PVI STA:22+12.96 PVI ELEV:328.50 K:20.00 LVC:187.37 BV C S : 2 1 + 1 9 . 2 7 BV C E : 3 2 9 . 6 8 EV C S : 2 3 + 0 6 . 6 4 EV C E : 3 1 8 . 5 4 LOW PT STA: 25+66.03 LOW PT ELEV: 308.40 PVI STA:25+68.26 PVI ELEV:308.09 K:13.40 LVC:58.06 BV C S : 2 5 + 3 9 . 2 3 BV C E : 3 0 8 . 6 7 EV C S : 2 5 + 9 7 . 2 9 EV C E : 3 0 8 . 7 7 PVI STA:23+67.17 PVI ELEV:312.11 K:13.40 LVC:115.62 BV C S : 2 3 + 0 9 . 3 6 BV C E : 3 1 8 . 2 6 EV C S : 2 4 + 2 4 . 9 8 EV C E : 3 1 0 . 9 5 PVI STA:30+97.04 PVI ELEV:324.07 K:15.00 LVC:74.53 BV C S : 3 0 + 5 9 . 7 7 BV C E : 3 2 1 . 7 6 PVI STA:30+03.20 PVI ELEV:318.25 K:4.76 LVC:20.00 BV C S : 2 9 + 9 3 . 2 0 BV C E : 3 1 8 . 0 5 EV C S : 3 0 + 1 3 . 2 0 EV C E : 3 1 8 . 8 7 FINISH GRADE @ STREET CENTERLINE EXISTING GROUND @ STREET CENTERLINE ST A = 3 0 + 7 3 . 7 1 ( E V E R T O N ) EL E V = 3 2 2 . 6 9 EN D C O N S T R U C T I O N ST A = 2 9 + 4 9 . 2 0 ( E V E R T O N ) EL E V = 3 1 7 . 0 0 ST A = 1 4 + 1 5 . 7 0 ( 1 6 5 T H S ) IN T E R S E C T I O N ST A = 2 4 + 8 9 . 2 0 ( E V E R T O N ) EL E V = 3 0 9 . 6 7 ST A = 5 8 + 5 3 . 5 0 ( R I V E R T E R R A C E ( N ) ) IN T E R S E C T I O N ST A = 2 0 + 6 5 . 4 9 ( E V E R T O N ) EL E V = 3 3 0 . 3 6 ST A = 2 0 + 6 5 . 4 9 ( A L B A N Y ) IN T E R S E C T I O N PROPOSED WATERLINE FUTURE DEVELOPMENT 2.50% TRAVEL 16' SWPARKING 8'5' 54' R.O.W. 32' PAVEMENT LC R/W N.T.S. LOCAL RESIDENTIAL - STANDARD STREET PARKING BOTH SIDES PUE 6' A PLANT. 5' 2.50% R/W PUE 6' PLANT. 5' SW 5' 1 D2.01CONCRETE SIDEWALK PER DETAIL 120, SHEET D2.01.CONCRETE CURB AND GUTTER PER DETAIL 126, SHEET D2.01. 5:1 MAX.5:1 MAX. TC = CL + 0.02'TC = CL + 0.02' PARKING 8' 0.5'0.5' 0.5'0.5' (STA: 24+89.20 - 30+73.71) 2.50% SWTRAVEL 12' 5' 50' R.O.W. 28' PAVEMENT LC R/W N.T.S. LOCAL RESIDENTIAL - SKINNY STREET PARKING ON BOTH SIDES PUE 6' B PLANT. 2.50% R/W PUE 6' PLANT.SW 5' 1 D2.01CONCRETE SIDEWALK PER DETAIL 120, SHEET D2.01.CONCRETE CURB AND GUTTER PER DETAIL 126, SHEET D2.01. 5:1 MAX.5:1 MAX. TC = CL + 0.07'TC = CL + 0.07' PARKING 8' PARKING 8' 0.5'0.5' 5'5' 0.5'0.5' (STA: 24+30.49 - 24+89.20) SW R O Y R O G E R S R D . ( C . R . N O . 3 1 5 0 ) SW R I V E R T E R R A C E B L V D SW PERTH ROAD SW 1 6 5 T H A V E N U E KEY MAP N: \ p r o j \ 3 9 5 - 1 0 3 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s - C D S u b m i t t a l P H 2 A s b u i l t s \ 3 9 5 1 0 3 . ( 2 0 6 ) S T - E V E R T O N - P H 2 P D M O D . d w g - S H E E T : 20 6 Fe b . 1 3 , 2 3 - 4: 2 0 P M br e t t REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KCS CONSTRUCTION 395-103 01/04/20221ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 2 RENEWS: JUNE 30, 2024 SW EVERTON STREET STREET PLAN & PROFILE 2061 INCH = 50 FEET 50 25 50 SCALE 0 LEGEND: SIDEWALK BUILT BY DEVELOPMENT SIDEWALK BUILT BY HOME BUILDER GENERAL NOTES: 1.CONSTRUCT SW EVERTON STREET PER TYPICAL STREET SECTIONS A AND B, THIS SHEET. 2.REFER TO CR SHEETS FOR CURB RETURN INFORMATION. 3.DRY UTILITY CROSSINGS SHALL BE PLACED PRIOR TO PROOF ROLL TEST FOR CURB. THE NUMBER OF CROSSINGS, EXACT LOCATIONS, DEPTH, CONDUIT TYPE, ETC. SHALL BE SPECIFIED BY THE PRIVATE UTILITY CARRIES. CONTRACTOR SHALL COORDINATE. RIVER TERRACE BLVD SEE SHEET 201 RIVER TERRACE BLVD SEE SHEET 201 SW EVERTON STREET PLAN SCALE: 1" = 50' SW EVERTON STREET PROFILE HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 10' PRIVATE DRIVEWAY STATIONS LOT#DELTA STATION WIDTH 58 28+73.69, 16.00' LT 16.00 59 28+44.71, 16.00' LT 16.00 60 27+84.71, 16.00' LT 16.00 61 27+34.71, 16.00' LT 16.00 62 26+84.71, 16.00' LT 16.00 63 26+24.71, 16.00' LT 16.00 64 25+74.71, 16.00' LT 16.00 65 25+74.71, 16.00' RT 16.00 66 26+24.71, 16.00' RT 16.00 67 26+84.71, 16.00' RT 16.00 68 27+34.71, 16.00' RT 16.00 69 27+84.71, 16.00' RT 16.00 70 28+44.71, 16.00' RT 16.00 71 28+73.69, 16.00' RT 16.00 STREET NOTES: INSTALL STANDARD ADA ACCESSIBLE RAMP PER DETAIL 1, SHEET D2.03. INSTALL 12' ADA ACCESSIBLE RAMP PER DETAIL 128, SHEET D2.03, WITH REMOVABLE BOLLARD PER DETAIL 2, SHEET D2.03. INSTALL MONUMENT BOX PER DETAIL 170, SHEET D2.02. CONSTRUCT 3' ASPHALT BENCH AT END OF STREET IMPROVEMENTS. CONSTRUCT RESIDENTIAL DRIVEWAY PER DETAIL 141, SHEET D2.01. SEE TABLE THIS SHEET FOR DRIVEWAY INFORMATION. INSTALL STREET BARRICADE PER CITY OF TIGARD DETAIL 192, SHEET D2.02. INSTALL SIDEWALK BARRICADE PER CITY OF TIGARD DETAIL 192, SHEET D2.02. 1 2 3 1A 165TH AVE SEE SHEET 208 165TH AVE SEE SHEET 208 7 * DRIVEWAY DROPS TO BE CUT IN BY HOME BUILDERS. GENERAL CONTRACTOR TO POUR FULL-HEIGHT CURBS. 9 10 PGE PG E577 PGE644 PGE644 PG E644 PGE1730 PGE1730 PGE1730 PGE1730 PGE1730PGE1730PGE1730PGE1730 PGE1730 PGE1730 PGE233 PGE233 W W W W W W W W W W W W W W WW W W SD SD SD SD SD SD SD SDSDSDSDSD SD SS SS SS SS SS SS SS SS SSSSSSSSSSSS W W W W TYP. TYP. W W W W W W W W W W WW W W IR R . S L E E V E IRR. SLEEVE IRR. SLEEVE IRR. SLEEVE IR R . S L E E V E IR R . S L E E V E IRR. SLEEVEIRR. SLEEVE 11 + 0 0 12 + 0 0 13 + 0 0 8.00' PUE, TYP. 6.00' PUE, TYP. 6.00' PUE, TYP. 6.00' PUE, TYP. 6.00' PUE, TYP. 6.00' PUE, TYP. 8.00' PUE, TYP. 84 85 83 82 9+7510+0011+0012+0013+0014+0015+0016+0017+00 1A 2 78 77818079 9086878889 1 11A SW R I V E R T E R R A C E B O U L E V A R D SW RUBICON LANE SW 1 6 5 T H A V E N U E 1 1 7 7 60 + 0 0 61 + 0 0 62 + 0 0 2 290 300 310 320 330 340 350 360 290 300 310 320 330 340 350 360 9+5010+0011+0012+0013+0014+0015+0016+0017+0018+0019+00 2.00% 9.38% 2.00% -2.50%-2.00% 1.04% 2.00% PVI STA = 18+82.56 ELEV = 330.65 PVI STA = 10+14.14 ELEV = 305.68 PVI STA = 14+25.00 ELEV = 308.81 PVI STA: 17+40.27 PVI ELEV: 327.81 K: 20.00 LVC: 147.59 BV C S : 1 6 + 6 6 . 4 7 BV C E : 3 2 0 . 8 8 EV C S : 1 8 + 1 4 . 0 7 EV C E : 3 2 9 . 2 8 PVI STA: 15+68.30 PVI ELEV: 311.68 K: 13.40 LVC: 98.89 BV C S : 1 5 + 1 8 . 8 6 BV C E : 3 1 0 . 6 9 EV C S : 1 6 + 1 7 . 7 4 EV C E : 3 1 6 . 3 1 LOW PT STA: 10+57.97 LOW PT ELEV: 305.07 PVI STA:10+51.53 PVI ELEV:304.93 K:13.40 LVC:40.73 BV C S : 1 0 + 3 1 . 1 7 BV C E : 3 0 5 . 3 4 EV C S : 1 0 + 7 1 . 9 0 EV C E : 3 0 5 . 1 4 ST A = 1 4 + 6 0 . 0 0 ( R U B I C O N ) EL E V = 3 0 9 . 5 1 ST A = 6 1 + 1 5 . 5 0 ( R I V E R T E R R A C E ( N ) ) IN T E R S E C T I O N ST A = 1 8 + 1 7 . 3 6 ( R U B I C O N ) EL E V = 3 2 9 . 3 5 ST A = 1 8 + 1 7 . 3 6 ( A L B A N Y ) IN T E R S E C T I O N ST A = 1 0 + 0 0 . 0 0 ( R U B I C O N ) EL E V = 3 0 6 . 0 3 ST A = 1 1 + 5 3 . 7 0 ( 1 6 5 T H S ) IN T E R S E C T I O N FINISH GRADE @ STREET CENTERLINE EXISTING GROUND @ STREET CENTERLINE PROPOSED WATERLINE FUTURE DEVELOPMENT 2.50% SWTRAVEL 12' 5' 50' R.O.W. 28' PAVEMENT LC R/W N.T.S. LOCAL RESIDENTIAL SKINNY STREET PARKING ON BOTH SIDES PUE 6' B PLANT. 2.50% R/W PUE 6' PLANT.SW 5' 1 D2.01CONCRETE SIDEWALK PER DETAIL 120, SHEET D2.01.CONCRETE CURB AND GUTTER PER DETAIL 126, SHEET D2.01. 5:1 MAX.5:1 MAX. TC = CL + 0.07'TC = CL + 0.07' PARKING 8' PARKING 8' 0.5'0.5' 5'5' 0.5'0.5' (STA: 10+00.00 - 15+30.36) SW R O Y R O G E R S R D . ( C . R . N O . 3 1 5 0 ) SW R I V E R T E R R A C E B L V D SW PERTH ROAD SW 1 6 5 T H A V E N U E KEY MAP N: \ p r o j \ 3 9 5 - 1 0 3 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s - C D S u b m i t t a l P H 2 A s b u i l t s \ 3 9 5 1 0 3 . ( 2 0 7 ) S T - R U B I C O N - P H 2 P D M O D . d w g - S H E E T : 20 7 Fe b . 2 2 , 2 3 - 1: 5 8 P M br e t t REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KCS CONSTRUCTION 395-103 01/04/20221ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 2 RENEWS: JUNE 30, 2024 SW RUBICON LANE STREET PLAN & PROFILE 2071 INCH = 50 FEET 50 25 50 SCALE 0 LEGEND: SIDEWALK BUILT BY DEVELOPMENT SIDEWALK BUILT BY HOME BUILDER GENERAL NOTES: 1.CONSTRUCT SW RUBICON LANE PER TYPICAL STREET SECTIONS B, THIS SHEET. 2.REFER TO CR SHEETS FOR CURB RETURN INFORMATION. 3.DRY UTILITY CROSSINGS SHALL BE PLACED PRIOR TO PROOF ROLL TEST FOR CURB. THE NUMBER OF CROSSINGS, EXACT LOCATIONS, DEPTH, CONDUIT TYPE, ETC. SHALL BE SPECIFIED BY THE PRIVATE UTILITY CARRIES. CONTRACTOR SHALL COORDINATE. RIVER TERRACE BLVD SEE SHEET 201 RIVER TERRACE BLVD SEE SHEET 202 SW RUBICON LANE - PLAN SCALE: 1" = 50' SW RUBICON LANE - PROFILE HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 10' 165TH AVE SEE SHEET 208 165TH AVE SEE SHEET 208 STREET NOTES: INSTALL STANDARD ADA ACCESSIBLE RAMP PER DETAIL 1, SHEET D2.03. INSTALL 12' ADA ACCESSIBLE RAMP PER DETAIL 128, SHEET D2.03, WITH REMOVABLE BOLLARD PER DETAIL 2, SHEET D2.03. INSTALL MONUMENT BOX PER DETAIL 170, SHEET D2.02. CONSTRUCT RESIDENTIAL DRIVEWAY PER DETAIL 141, SHEET D2.01. SEE TABLE THIS SHEET FOR DRIVEWAY INFORMATION. 1 2 7 1A PRIVATE DRIVEWAY STATIONS LOT#DELTA STATION WIDTH 84 13+74.49, 14.00' LT 16.00 85 13+45.51, 14.00' LT 16.00 86 12+95.51, 14.00' LT 16.00 87 12+35.51, 14.00' LT 16.00 88 11+85.51, 14.00' LT 16.00 89 11+35.51, 14.00' LT 16.00 90 10+75.51, 14.00' LT 16.00 77 10+75.51, 14.00' RT 16.00 78 11+35.51, 16.00' RT 16.00 79 11+85.51, 16.00' RT 16.00 80 12+35.51, 14.00' RT 16.00 81 12+95.51, 14.00' RT 16.00 82 13+45.51, 14.00' RT 16.00 83 13+74.49, 14.00' RT 16.00 * DRIVEWAY DROPS TO BE CUT IN BY HOME BUILDERS. GENERAL CONTRACTOR TO POUR FULL-HEIGHT CURBS. X X X W W WW PG E 577 PGE644PGE644 PG E1730 PG E1730 PGE1730 PGE1730 PGE1730PGE1730 PGE1730PGE1730PGE1730 T PGE1730 T PGE1730 TPGE644 PG E1730 PGE233 PGE233 T PGE1730 T W W W W WWWWWWWW W W SS SS SS SSSSSSSSSS SS SS SD SD SDSDSD SD SD SD SD SD SD SD SD XS S W W D D XSD XSD XSD XS D SC S XSS XSS XSS XSS XS S W W WWWWWWWW W W IRR. SLEEVE IR R . S L E E V E IR R . S L E E V E IRR. SLEEVE IRR. SLEEVE IR R . S L E E V E IRR. SLEEVE SW P E R T H R O A D 6.00' PUE, TYP. 6.00' PUE, TYP. 6.00' PUE, TYP. 6.00' PUE, TYP. 6.00' PUE, TYP. 6.00' PUE, TYP. 6.00' PUE, TYP. 29 + 0 0 30 + 0 0 31 + 0 0 23+ 0 0 24 + 0 0 25 + 0 0 9+ 7 5 10 + 0 0 11 + 0 0 4 1 12 11 1111 1 2 2 2 SW 165TH AVENUE SW E V E R T O N S T R E E T SW R U B I C O N L A N E 53 54 57565552 71 7758 90 9+71 10+0011+0012+0013+0014+0015+0016+0017+0018+00 7 TYP. 7 TYP. CONNECT TO EXISTING 8" WATER LINE 74 104 103 105 102 SC SS SS SS SS 76757273 50 280 290 300 310 320 330 340 350 9+0010+0011+0012+0013+0014+0015+0016+0016+39 280 290 300 310 320 330 340 350 16+3917+0018+00 2.00% 4.83% -4.97% 2.00% 2.50%-2.50% -2.00% PVI STA = 13+99.70 ELEV = 316.60 PVI STA = 14+31.70 ELEV = 316.60 PVI STA: 13+45.81 PVI ELEV: 315.52 K: 20.00 LVC: 56.61 BV C S : 1 3 + 1 7 . 5 0 BV C E : 3 1 4 . 1 5 EV C S : 1 3 + 7 4 . 1 2 EV C E : 3 1 6 . 0 9 PVI STA: 14+87.00 PVI ELEV: 315.49 K: 20.00 LVC: 59.50 BV C S : 1 4 + 5 7 . 2 6 BV C E : 3 1 6 . 0 9 EV C S : 1 5 + 1 6 . 7 5 EV C E : 3 1 4 . 0 1 PVI STA: 10+63.33 PVI ELEV: 301.88 K: 13.40 LVC: 37.93 BV C S : 1 0 + 4 4 . 3 6 BV C E : 3 0 1 . 5 0 EV C S : 1 0 + 8 2 . 2 9 EV C E : 3 0 2 . 7 9 ST A = 1 0 + 0 0 . 0 0 ( 1 6 5 T H S ) EL E V = 3 0 0 . 6 1 ST A = 2 3 + 3 6 . 7 0 ( P E R T H ) IN T E R S E C T I O N ST A = 1 1 + 5 3 . 7 0 ( 1 6 5 T H S ) EL E V = 3 0 6 . 2 4 ST A = 1 0 + 0 0 . 0 0 ( R U B I C O N ) IN T E R S E C T I O N ST A = 1 4 + 1 5 . 7 0 ( 1 6 5 T H S ) EL E V = 3 1 7 . 0 0 ST A = 2 9 + 4 9 . 2 0 ( E V E R T O N ) IN T E R S E C T I O N ST A = 1 6 + 3 8 . 7 0 ( 1 6 5 T H S ) EL E V = 3 0 7 . 9 5 BE G I N C O N S T R U C T I O N PROPOSED WATERLINE FINISH GRADE @ STREET CENTERLINE EXISTING GROUND @ STREET CENTERLINE EXISTING GROUND @ STREET CENTERLINE 2.50% SWTRAVEL 12' 5' 50' R.O.W. 28' PAVEMENT LC R/W N.T.S. LOCAL RESIDENTIAL - SKINNY STREET PARKING ON BOTH SIDES PUE 6' B PLANT. 2.50% R/W PUE 6' PLANT.SW 5' 1 D2.01CONCRETE SIDEWALK PER DETAIL 120, SHEET D2.01.CONCRETE CURB AND GUTTER PER DETAIL 126, SHEET D2.01. 5:1 MAX.5:1 MAX. TC = CL + 0.07'TC = CL + 0.07' PARKING 8' PARKING 8' 0.5'0.5' 5'5' 0.5'0.5' (STA: 10+00.00 - 16+38.70) SW R O Y R O G E R S R D . ( C . R . N O . 3 1 5 0 ) SW R I V E R T E R R A C E B L V D SW PERTH ROAD SW 1 6 5 T H A V E N U E KEY MAP N: \ p r o j \ 3 9 5 - 1 0 3 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s - C D S u b m i t t a l P H 2 A s b u i l t s \ 3 9 5 1 0 3 . ( 2 0 8 ) S T - 1 6 5 T H - P H 2 P D M O D . d w g - S H E E T : 20 8 Fe b . 1 3 , 2 3 - 4: 2 2 P M br e t t REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KCS CONSTRUCTION 395-103 01/04/20221ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 2 RENEWS: JUNE 30, 2024 SW 165TH AVENUE STREET PLAN & PROFILE 2081 INCH = 50 FEET 50 25 50 SCALE 0 PERT H R O A D SEE SHE E T 205 LEGEND: SIDEWALK BUILT BY DEVELOPMENT SIDEWALK BUILT BY HOME BUILDER GENERAL NOTES: 1.CONSTRUCT SW 165TH AVENUE PER TYPICAL STREET SECTION B, THIS SHEET. 2.REFER TO CR SHEETS FOR CURB RETURN INFORMATION. 3.DRY UTILITY CROSSINGS SHALL BE PLACED PRIOR TO PROOF ROLL TEST FOR CURB. THE NUMBER OF CROSSINGS, EXACT LOCATIONS, DEPTH, CONDUIT TYPE, ETC. SHALL BE SPECIFIED BY THE PRIVATE UTILITY CARRIES. CONTRACTOR SHALL COORDINATE. SW 15TH AVENUE PLAN SCALE: 1" = 50' SW 15TH AVENUE PROFILE HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 10' EVERTON STREET SEE SHEET 206 RUBICON LANE SEE SHEET 207 STREET NOTES: INSTALL STANDARD ADA ACCESSIBLE RAMP PER DETAIL 1, SHEET D2.03. INSTALL MONUMENT BOX PER DETAIL 170, SHEET D2.02. CONSTRUCT 3' ASPHALT BENCH AT END OF STREET IMPROVEMENTS. SAWCUT MIN. OF 1-FOOT INSIDE SOUND EXISTING ASPHALT CONCRETE PAVEMENT AND REMOVE. SEE PROFILE FOR STATIONING. CONSTRUCT RESIDENTIAL DRIVEWAY PER DETAIL 141, SHEET D2.01. SEE TABLE THIS SHEET FOR DRIVEWAY INFORMATION. REMOVE EXISTING STREET BARRICADE 1 3 4 7 12 2 PRIVATE DRIVEWAY STATIONS LOT#DELTA STATION WIDTH 55 15+82.86, 14.00' RT 16.00 56 15+32.86, 14.00' RT 16.00 57 15+03.86, 14.00' RT 16.00 72-73 13+05.85, 14.00' RT 12.00 74-75 11+65.85, 14.00' RT 12.00 76 10+75.47, 14.00' RT 28.25 * DRIVEWAY DROPS TO BE CUT IN BY HOME BUILDERS. GENERAL CONTRACTOR TO POUR FULL-HEIGHT CURBS.SUPERELEVATION DIAGRAM 2.50%2.50% CL FULL SHED STA: 10+78.86 FLAT CROSS SLOPE STA: 11+03.86 END TRANSITION STA: 11+28.86 TO C E L E V : 24 5 . 2 5 TO C E L E V : 24 5 . 7 3 TO C E L E V : 24 6 . 3 7 2.50% 2.50% 2.50% 1.40% CL CLTO C E L E V : 24 6 . 3 5 TO C E L E V : 24 5 . 7 5 TO C E L E V : 24 6 . 6 7 PGE1730 PGE1730 PGE 644 PG E5106 W W W W W W W W W 6.00' PUE, TYP. SD SD SD SD SD SS SS SS SS SS SS SS W W W W W 3.00' PUE, TYP. 2.00' PRIVATE UTILITY EASMENT 8 TYP. W W XSD 93 TRACT S 94 SW R I V E R T E R R B L V D SW CHETCO COURT 92 TRACT Q 91 SW P E R T H R O A D TRACT R10+00 11+00 11+ 7 2 20+ 0 0 21+ 0 0 22+00 W W 63 + 0 0 64 + 0 0 6 FINISH GRADE @ STREET CENTERLINE EXISTING GROUND @ STREET CENTERLINE 270 280 290 300 310 320 270 280 290 300 310 320 9+7510+00 11+00 12+00 -3.86% PVI STA = 10+00.00 ELEV = 289.71 PVI STA = 11+12.61 ELEV = 285.37 ST A = 1 1 + 4 2 . 7 4 ( C H E T C O ) EL E V = 2 8 5 . 5 2 ST A = 2 0 + 8 5 . 4 0 ( P E R T H ) IN T E R S E C T I O N N.T.S. PRIVATE STREET SIDEWALK ONE SIDE PARKING BOTH SIDESG5 2.50% TRAVEL 12' 35.5' TRACT 28' PAVEMENT 2.50% PUE 3' SW 5' 1 D2.01CONCRETE SIDEWALK PER DETAIL 120, SHEET D2.01.CONCRETE CURB AND GUTTER PER DETAIL 126, SHEET D2.01. 5:1 MAX. TC = CL + 0.07'TC = CL + 0.07' PARKING 8' PARKING 8' 1.0'0.5' 0.5'0.5'LC LINEPROPERTYLINEPROPERTY (STA: 10+00.00 - 11+12.61) SW CHETCO COURT SW R O Y R O G E R S R D . ( C . R . N O . 3 1 5 0 ) SW R I V E R T E R R A C E B L V D SW PERTH ROAD SW 1 6 5 T H A V E N U E KEY MAP N: \ p r o j \ 3 9 5 - 1 0 3 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s - C D S u b m i t t a l P H 2 A s b u i l t s \ 3 9 5 1 0 3 . ( 2 1 5 ) S T - C A Y E N N E A N D C H E T C O - P H 2 P D M O D . d w g - S H E E T : 21 5 Fe b . 1 3 , 2 3 - 4: 2 3 P M br e t t REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KCS CONSTRUCTION 395-103 01/04/20221ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 2 RENEWS: JUNE 30, 2024 SW CHETCO COURT PVT. STREET PLAN & PROFILE 2151 INCH = 50 FEET 50 25 50 SCALE 0 LEGEND: SIDEWALK BUILT BY DEVELOPMENT SIDEWALK BUILT BY HOME BUILDER GENERAL NOTES: 1.CONSTRUCT SW YARRA LANE PER TYPICAL STREET SECTION G2, THIS SHEET. CONSTRUCT SW CHETCO COURT PER TYPICAL STREET SECTION G5, THIS SHEET. 2.REFER TO CR SHEETS FOR CURB RETURN INFORMATION. 3.DRY UTILITY CROSSINGS SHALL BE PLACED PRIOR TO PROOF ROLL TEST FOR CURB. THE NUMBER OF CROSSINGS, EXACT LOCATIONS, DEPTH, CONDUIT TYPE, ETC. SHALL BE SPECIFIED BY THE PRIVATE UTILITY CARRIES. CONTRACTOR SHALL COORDINATE. 4.TRACTS O AND U AND PRIVATE ALLEY TO BE PRIVATELY OWNED AND MAINTAINED BY THE HOA. PERTH ROAD SEE SHEET 205 RIVER TERRACE BLVD SEE SHEET 201 PE R T H R O A D SE E S H E E T 20 5 SW CHETCO COURT PROFILE HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 10' SW CHETCO COURT PLAN SCALE: 1" = 50' RIVER TERRACE BLVD SEE SHEET 202 STREET NOTES: INSTALL STANDARD ADA ACCESSIBLE RAMP PER DETAIL 1, SHEET D2.03. INSTALL MONUMENT BOX PER DETAIL 170, SHEET D2.02. CONSTRUCT COMMERCIAL DRIVEWAY PER DETAIL 143, SHEET D2.01. SEE TABLE THIS SHEET FOR DRIVEWAY INFORMATION. CONSTRUCT RESIDENTIAL DRIVEWAY PER DETAIL 141, SHEET D2.01. SEE TABLE THIS SHEET FOR DRIVEWAY INFORMATION. CONSTRUCT RESIDENTIAL CURB-TIGHT DRIVEWAY PER DETAIL 142, SHEET D2.02. SEE TABLE THIS SHEET FOR DRIVEWAY INFORMATION. CONSTRUCT STANDARD CURB AT END OF DRIVE PER DETAIL 125, SHEET D2.01. 1 6 7 2 PRIVATE DRIVEWAY STATIONS LOT#DELTA STATION WIDTH 91 11+05.96, 14.50' LT 16.00 92 10+64.70, 14.50' LT 16.00 93 10+14.87, 14.50' RT 16.00 94 10+00.00, 0.0' RT 16.00 TRACT R 11+12.61, 0.0' RT 28.00 8 * DRIVEWAY DROPS TO BE CUT IN BY HOME BUILDERS. GENERAL CONTRACTOR TO POUR FULL-HEIGHT CURBS. 13 PGE1730 PGE1730 PGE1730 PGE1730 PGE1730 PGE1730 PG E 644 PGE644 DCO DCODCODCO DCO DCO DCO PGE1730 PGE1730 WWWWWW WW W PGE5106 SS SS SS SS SS SS SS SS SD SD SD SD SD SD WWWWWW 6.00' PUE, TYP. 6.00' PUE, TYP. 7 TYP. 7 TYP. WW 6 SEE FIRE TURNAROUND PAVEMENT SECTION ON D2.01. SS SW NOOSA COURT SW R I V E R T E R R B L V D TRACT Z 123 114 TRACT X TRACT Y 70 + 0 0 71 + 0 0 72 + 0 0 10+00 11+00 12+00 13+00 14+00 14+63 W 6 118 117116115111112113110 119120121122 SS FINISH GRADE @ STREET CENTERLINE EXISTING GROUND @ STREET CENTERLINE 260 270 280 290 300 310 320 260 270 280 290 300 310 320 9+7510+00 11+00 12+00 13+00 14+00 15+00 6.06% PVI STA = 10+00.00 ELEV = 275.32 PVI STA = 13+46.65 ELEV = 296.32 PROPOSED 8" WATERLINE ST A = 1 3 + 8 6 . 2 5 ( N O O S A ) EL E V = 2 9 6 . 5 5 ST A = 7 0 + 9 0 . 6 8 ( R I V E R T E R R A C E ( S ) ) IN T E R S E C T I O N N.T.S. PRIVATE STREET SIDEWALK BOTH SIDES NO PARKING G4 2.50% TRAVEL 12' TRAVEL 12' 35' TRACT 24' PAVEMENT LC 1 D2.01 TBC = CL + 0.12 TBC = CL + 0.65 0.5' LINEPROPERTY LINEPROPERTY (STA: 10+14.40 -11+48.08) SW NOOSA COURT 0.5' SW 5' 6' PUE 5:1 MAX. PLANT 3' SW 5' CONCRETE SIDEWALK 6" THICK. 0.5' 5:1 MAX. CONCRETE CURB AND GUTTER PER DETAIL 126, SHEET D2.01. PUE 6' GB = 304.02' TS = 304.00'GB = 296.40' BS = 296.42' 1.00', TYP. 5.00' 12.42' 10.00' GB = 304.02' TS = 304.00' GB = 296.40' BS = 296.42' SW = 304.25' SW = 304.38' GB = 296.16' GB = 296.08' 5.00' 6.4% 4.8% 1. 5 % 2.0%2.0% 3.1% 4.0% 12 STEPS 6.4% 6.4% N.T.S. PRIVATE STREET SIDEWALK BOTH SIDES NO PARKING G3 2.50% TRAVEL 12' TRAVEL 12' 35' TRACT 24' PAVEMENT LC SW 5' 1 D2.01 CONCRETE SIDEWALK 6" THICK. TBC = CL + 0.12 TBC = CL + 0.650.5'0.5' SW 5' LINEPROPERTY LINEPROPERTY 5:1 MAX. PUE 6' 5:1 MAX. CONCRETE CURB AND GUTTER PER DETAIL 126, SHEET D2.01. PUE 6' (STA: 10+00.00 - 10+14.40) SW NOOSA COURT N.T.S. PRIVATE STREET SIDEWALK BOTH SIDES NO PARKING G5 2.50% TRAVEL 12' TRAVEL 12' 35' TRACT 24' PAVEMENT LC SW 5' 1 D2.01 CONCRETE SIDEWALK 6" THICK. TBC = CL + 0.12 TBC = CL + 0.65 0.5' SW 5' LINEPROPERTY LINEPROPERTY 6' PUE 5:1 MAX. 6' PUE 5:1 MAX. CONCRETE CURB AND GUTTER PER DETAIL 126, SHEET D2.01. (STA: 11+48.08 - 13+46.65) SW NOOSA COURT PLANT 3' 0.5' PLANT 3' SW R O Y R O G E R S R D . ( C . R . N O . 3 1 5 0 ) SW R I V E R T E R R A C E B L V D SW PERTH ROAD SW 1 6 5 T H A V E N U E KEY MAP N: \ p r o j \ 3 9 5 - 1 0 3 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s - C D S u b m i t t a l P H 2 A s b u i l t s \ 3 9 5 1 0 3 . ( 2 1 6 ) S T - N O O S A - P H 2 P D M O D . d w g - S H E E T : 21 6 Fe b . 1 3 , 2 3 - 4: 2 4 P M br e t t REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KCS CONSTRUCTION 395-103 01/04/20221ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 2 RENEWS: JUNE 30, 2024 SW NOOSA COURT PVT. STREET PLAN & PROFILE 2161 INCH = 50 FEET 50 25 50 SCALE 0 LEGEND: SIDEWALK BUILT BY DEVELOPMENT SIDEWALK BUILT BY HOME BUILDER GENERAL NOTES: 1.CONSTRUCT SW NOOSA COURT PER TYPICAL STREET SECTION G3, G4 & G5, THIS SHEET. 2.REFER TO CR SHEETS FOR CURB RETURN INFORMATION. 3.DRY UTILITY CROSSINGS SHALL BE PLACED PRIOR TO PROOF ROLL TEST FOR CURB. THE NUMBER OF CROSSINGS, EXACT LOCATIONS, DEPTH, CONDUIT TYPE, ETC. SHALL BE SPECIFIED BY THE PRIVATE UTILITY CARRIES. CONTRACTOR SHALL COORDINATE. 4.TRACTS CC AND BB TO BE PRIVATELY OWNED AND MAINTAINED BY THE HOA. SW NOOSA COURT AVENUE PLAN SCALE: 1" = 50' SW NOOSA COURT PROFILE HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 10' RIVER TERRACE BLVD SEE SHEET 202 RIVER TERRACE BLVD SEE SHEET 203 STREET NOTES: INSTALL STANDARD ADA ACCESSIBLE RAMP PER DETAIL 1, SHEET D2.03. INSTALL MONUMENT BOX PER DETAIL 170, SHEET D2.02. CONSTRUCT COMMERCIAL DRIVEWAY PER DETAIL 143, SHEET D2.01. SEE TABLE THIS SHEET FOR DRIVEWAY INFORMATION. CONSTRUCT RESIDENTIAL DRIVEWAY PER DETAIL 141, SHEET D2.01. SEE TABLE THIS SHEET FOR DRIVEWAY INFORMATION. 1 6 2 PRIVATE DRIVEWAY STATIONS LOT#DELTA STATION WIDTH 118 12.95.24, 12.00' LT 16.00 117 12+64.24, 12.00' LT 16.00 116 12+34.24, 12.00' LT 16.00 115 12+00.24, 12.00' LT 16.00 114 11+68.24, 12.00' LT 16.00 113 11+38.24, 12.00' LT 16.00 112 11+06.24, 12.00' LT 16.00 111 10.72.24, 12.00' RT 16.00 110 10+39.24, 12.00' RT 16.00 123 11+92.63, 12.00' RT 16.00 122 12+05.63, 12.00' RT 16.00 121 12+39.63, 12.00' RT 16.00 120 12+69.63, 12.00' RT 16.00 119 13+00.58, 12.00' RT 16.00 TRACT Y 13+46.65, 0.00' RT 24.00 * DRIVEWAY DROPS TO BE CUT IN BY HOME BUILDERS. GENERAL CONTRACTOR TO POUR FULL-HEIGHT CURBS. 7 SOUTH STAIRWELL PLAN SCALE: 1" = 5' PGE644 PGE577 PGE1730 PGE1730 PGE1730 PGE1730 PGE644 PGE1730 PGE1730 PGE1730 PGE644 PGE1730 PGE1730 W WW WW W W W W W W W W W W W SS SS SS SS SS SS SSSS SD SD SD SD SD SD SD SD SD SD W WW WW W W W W W W W W IRR . S L E E V E IRR. S L E E V E IR R . S L E E V E IR R . S L E E V E IRR. SLEEVE IRR. SLEEVE 66 + 0 0 67 + 0 0 68 + 0 0 6.00 ' PUE, T Y P . 6.00' PUE, TYP. 6.00 ' PUE, T Y P . W W W SD SDSDSD SD SS SSSSSS SS SS 1+00 2+00 3+00 4+00 5+00 6+00 6+21 99 104 103 105 101 102 100TRACT T 97 989596 109 108 107 106 TR A C T V TRA C T U 3.00' PUE, TYP. 3.00' PUE, TYP. TRACT W SW R I V E R T E R R A C E B L V D SW 1 6 5 T H A V E N U E SW P E R T H R O A D ALLEY 2 SC SS SS FINISH GRADE @ STREET CENTERLINE EXISTING GROUND @ STREET CENTERLINE END OF ALLEY 270 280 290 300 310 320 330 270 280 290 300 310 320 330 0+75 1+00 2+00 3+00 4+00 5+00 6+00 6+25 PVI STA = 1+25.50 ELEV = 281.11 PV I S T A = 5 + 9 2 . 9 9 EL E V = 3 0 2 . 4 5 -0.56% 4.50% 7.79% LOW PT STA: 1+66.12 LOW PT ELEV: 280.90 PVI STA:1+89.76 PVI ELEV:280.75 K:12.00 LVC:60.72 BV C S : 1 + 5 9 . 4 0 BV C E : 2 8 0 . 9 2 EV C S : 2 + 2 0 . 1 2 EV C E : 2 8 2 . 1 1 LOW PT STA: 4+51.95 LOW PT ELEV: 292.54 PVI STA:4+84.85 PVI ELEV:294.03 K:20.00 LVC:65.80 BV C S : 4 + 5 1 . 9 5 BV C E : 2 9 2 . 5 4 EV C S : 5 + 1 7 . 7 5 EV C E : 2 9 6 . 5 9 N.T.S. PRIVATE ALLEY NO PARKINGG7 TRAVEL 9' TRAVEL 9' 26' TRACT 18' PAVEMENT LC 2.50% PUE 3' LINEPROPERTY LINEPROPERTY TC = CL + 0.28' 6 D2.01 TC = CL + 0.73 5:1 MAX.5:1 MAX. WALK 5' 1.0'1.0' (STA: 5+18.49 - 5+92.49) ALLEY 2 N.T.S. PRIVATE ALLEY NO PARKINGG8 2.50% 6 D2.01 TRAVEL 10' TRAVEL 9' TRACT VARIES 26' -29' 19' PAVEMENT LC PUE 3' LINEPROPERTY LINEPROPERTY TC = CL + 0.28'TBC = CL + 0.475:1 MAX. WALK 5' VARIES 1.0'-3.0'0.5' 2' 1.5' WALL 1.5' TYPE A MOUNTABLE CURB PER DETAIL 3 ON SHEET D2.03 (STA: 4+38.68 - 5+18.49) ALLEY 2 N.T.S. PRIVATE ALLEY NO PARKINGG9 TRAVEL 10' TRAVEL 10' 26' TRACT 20' PAVEMENT LC 2.50% TYPE A MOUNTABLE CURB PER DETAIL 3 ON SHEET D2.03 PUE 3' PUE 3' LINEPROPERTY LINEPROPERTY TBC = CL + 0.00 6 D2.01 TBC = CL + 0.47 5:1 MAX.5:1 MAX. TYPE B MOUNTABLE CURB PER DETAIL 3 ON SHEET D2.03 WALK 5' 0.5'0.5' (STA: 1+25.00 - 4+38.68) ALLEY 2 SW R O Y R O G E R S R D . ( C . R . N O . 3 1 5 0 ) SW R I V E R T E R R A C E B L V D SW PERTH ROAD SW 1 6 5 T H A V E N U E KEY MAP N: \ p r o j \ 3 9 5 - 1 0 3 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s - C D S u b m i t t a l P H 2 A s b u i l t s \ 3 9 5 1 0 3 . ( 2 1 8 ) S T - A L L E Y 2 - P H 2 P D M O D . d w g - S H E E T : 21 8 Fe b . 1 3 , 2 3 - 4: 2 5 P M br e t t REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KCS CONSTRUCTION 395-103 01/04/20221ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 2 RENEWS: JUNE 30, 2024 ALLEY 2 STREET PLAN & PROFILE 2181 INCH = 50 FEET 50 25 50 SCALE 0 LEGEND: SIDEWALK BUILT BY DEVELOPMENT SIDEWALK BUILT BY HOME BUILDER GENERAL NOTES: 1.CONSTRUCT ALLEY 2 PER TYPICAL STREET SECTION G7, G8 & G9, THIS SHEET. 2.REFER TO CR SHEETS FOR CURB RETURN INFORMATION. 3.DRY UTILITY CROSSINGS SHALL BE PLACED PRIOR TO PROOF ROLL TEST FOR CURB. THE NUMBER OF CROSSINGS, EXACT LOCATIONS, DEPTH, CONDUIT TYPE, ETC. SHALL BE SPECIFIED BY THE PRIVATE UTILITY CARRIES. CONTRACTOR SHALL COORDINATE. 4.TRACT JJ TO BE PRIVATELY OWNED AND MAINTAINED BY THE HOA. ALLEY 2 AVENUE PLAN SCALE: 1" = 50' ALLEY 2 PROFILE HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 10' PE R T H R O A D SE E S H E E T 20 4 RIVER TERRACE BLVD SEE SHEET 202 STREET NOTES: CONSTRUCT COMMERCIAL DRIVEWAY PER DETAIL 143, SHEET D2.01. SEE TABLE THIS SHEET FOR DRIVEWAY INFORMATION. 6 PRIVATE DRIVEWAY STATIONS LOT#DELTA STATION WIDTH TRACT U 6+03.49, 2.50' RT 24.00165 T H A V E N U E SEE SH E E T 208 W PGE644 PGE1730 PGE1730 PGE1730 PGE1730 PGE1730 PGE644 W W WW W W W PGE5106 SS SS SS SS SS SS SS SS SD SD SD SD SD SD SD SD SDSD W W WW W W 65 + 0 0 10 + 0 0 11 + 0 0 12+ 0 0 W SD 1+0 0 2+ 0 0 3+00 4+00 5+00 6+00 7+007+14 TRACT BB 124 125 127 128 129 130 131 132 133126 TRACT AA TRACT CC 6.00' PUE, TYP. 6.0 0 ' PUE , T Y P . 3.0 0 ' PUE , T Y P . ALLEY 3 3.00' PUE, TYP. SW PERTH ROAD 6 240 250 260 270 280 290 300 240 250 260 270 280 290 300 0+75 1+00 2+00 3+00 4+00 5+00 6+00 7+00 7+50 FINISH GRADE @ STREET CENTERLINE EXISTING GROUND @ STREET CENTERLINE -9.00 % -5.00% 3.75% 2.43% PVI STA = 1+00.00 ELEV = 261.52 PVI STA = 6+88.55 ELEV = 264.82 PVI STA:1+81.96 PVI ELEV:254.14 K:8.00 LVC:32.00 BV C S : 1 + 6 5 . 9 6 BV C E : 2 5 5 . 5 8 EV C S : 1 + 9 7 . 9 6 EV C E : 2 5 3 . 3 4 PVI STA:2+19.77 PVI ELEV:252.25 K:5.00 LVC:37.17 BV C S : 2 + 0 1 . 1 9 BV C E : 2 5 3 . 1 8 EV C S : 2 + 3 8 . 3 5 EV C E : 2 5 2 . 7 0 PVI STA:6+00.00 PVI ELEV:261.50 K:37.99 LVC:50.00 BV C S : 5 + 7 5 . 0 0 BV C E : 2 6 0 . 8 9 EV C S : 6 + 2 5 . 0 0 EV C E : 2 6 2 . 4 4 N.T.S. PRIVATE ALLEY NO PARKINGG7 TRAVEL 9' TRAVEL 9' 26' TRACT 18' PAVEMENT LC 2.50% PUE 3' LINEPROPERTY LINEPROPERTY TC = CL + 0.28' 6 D2.01 TC = CL + 0.73 5:1 MAX.5:1 MAX. WALK 5' 1.0'1.0' (STA: 1+00.00 - 2+19.77) ALLEY 3 (STA: 6+02.18 - 6+89.55) ALLEY 3 N.T.S. PRIVATE ALLEY NO PARKINGG8 2.50% 6 D2.01 TRAVEL 10' TRAVEL 9' TRACT VARIES 26' -29' 19' PAVEMENT LC PUE 3' LINEPROPERTY LINEPROPERTY TC = CL + 0.28'TBC = CL + 0.475:1 MAX. WALK 5' VARIES 1.0'-3.0'0.5' 2' 1.5' WALL 1.5' TYPE A MOUNTABLE CURB PER DETAIL 3 ON SHEET D2.03 (STA: 2+19.77 - 6+02.18) ALLEY 3 SW R O Y R O G E R S R D . ( C . R . N O . 3 1 5 0 ) SW R I V E R T E R R A C E B L V D SW PERTH ROAD SW 1 6 5 T H A V E N U E KEY MAP N: \ p r o j \ 3 9 5 - 1 0 3 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s - C D S u b m i t t a l P H 2 A s b u i l t s \ 3 9 5 1 0 3 . ( 2 1 9 ) S T - A L L E Y 3 - P H 2 P D M O D . d w g - S H E E T : 21 9 Fe b . 1 3 , 2 3 - 4: 2 6 P M br e t t REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KCS CONSTRUCTION 395-103 01/04/20221ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 2 RENEWS: JUNE 30, 2024 ALLEY 3 STREET PLAN & PROFILE 2191 INCH = 50 FEET 50 25 50 SCALE 0 LEGEND: SIDEWALK BUILT BY DEVELOPMENT SIDEWALK BUILT BY HOME BUILDER GENERAL NOTES: 1.CONSTRUCT ALLEY 3 PER TYPICAL STREET SECTION G7 & G8, THIS SHEET. 2.REFER TO CR SHEETS FOR CURB RETURN INFORMATION. 3.DRY UTILITY CROSSINGS SHALL BE PLACED PRIOR TO PROOF ROLL TEST FOR CURB. THE NUMBER OF CROSSINGS, EXACT LOCATIONS, DEPTH, CONDUIT TYPE, ETC. SHALL BE SPECIFIED BY THE PRIVATE UTILITY CARRIES. CONTRACTOR SHALL COORDINATE. 4.TRACT GG TO BE PRIVATELY OWNED AND MAINTAINED BY THE HOA. ALLEY AVENUE PLAN SCALE: 1" = 50' ALLEY PROFILE HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 10' PE R T H R O A D SE E S H E E T 20 4 PE R T H R O A D SE E S H E E T 20 5 STREET NOTES: CONSTRUCT COMMERCIAL DRIVEWAY PER DETAIL 143, SHEET D2.01. SEE TABLE THIS SHEET FOR DRIVEWAY INFORMATION. 6 PRIVATE DRIVEWAY STATIONS LOT#DELTA STATION WIDTH TRACT BB 1+00.00, 0.00' LT 20.00 14 + 0 0 15 + 0 0 29+00 30+00SW EVERTON STREET SW 1 6 5 T H A V E N U E C1C2 C4 C3 2. 6 % 3. 8 % 2. 6 % 1. 5 % 1. 5 % 1.5%1.5% 1.5% 1.5% 1. 5 % 1. 5 % 2.5%2.5% 3. 8 % 2.5%2.5% 2. 5 % 2. 5 % 2. 5 % 2. 5 % 7.5% 7.4% 1.5% 1.5% 1. 0 % 0. 5 % 5.2% 3.2% 1.2% 1.0% 1.4% 1.0% 0. 8 % 1. 0 % 7. 5 % 7. 5 % 1.5 %0. 8 % 0. 8 % 1.5% 7.5% 7.5%1.5%1. 5 % 0.8% 0.8% 0.8% 0.5% 7.5% 7.2% 1.5% 1.5% 1. 0 % 0. 5 % 5.6% 3.4% 1.2% 1.0% 1.4% 1.0% 0. 8 % 1. 0 % 1.5% 7. 5 %7. 5 % 1.5 % 0. 8 % 0. 8 % 7.5% 7.5%1.5%1. 5 % 0.8% 0.8% 2.5%0.0% 2.5%2.5% 3. 8 % 5. 1 % 2.5% 2.5%2.5% 0.8% 0.5% 315.52TC 314.56TC 314.56TC 315.84TC 315.52TC 315.84TC 314.56TC 314.56TC 31 8 . 1 5 TC 31 8 . 0 8 TC PT 31 6 . 0 7 3/4 31 6 . 2 2 1/2 316 . 3 6 ( H P ) 1/4 316.28 PC 316.17 ELEV=317.00ELEV=317.00ELEV=317.00ELEV=317.00ELEV=317.00 PC 31 7 . 9 7 3/4 317.0 4 1/2 317 . 3 9 1/ 4 31 7 . 7 3 PT 316.80 PT 316.17 3/4 316.28 1/2 316 . 3 6 ( H P ) 1/ 4 31 6 . 2 2 PC 31 6 . 0 7 PC 316.80 1/4 317.04 1/2 317 . 3 8 3/ 4 317 . 7 3 PT 31 7 . 9 7 0.0% 4.1% 3.4%2.3% 2.3% 5. 1 % 3. 8 % STA=13+74.70 ELEV=316.10 STA=13+49.70 ELEV=315.45 STA=13+24.70 ELEV=314.49 STA=29+10.20 ELEV=316.05 STA=14+81.70 ELEV=315.45 STA=15+06.70 ELEV=314.49 STA=29+88.20 ELEV=317.95 STA=14+56.70 ELEV=316.10 STA=29+93.45 ELEV=318.06 GUT 316.30 SW 316.71 SW 316.78 SW 316.83 SW 316.78 3GUT 316.38 GUT 317.39 GUT 317.47 SW 317.14 SW 317.05 SW 317.48 SW 317.54 GUT 317.47GUT 317.39 SW 317.50 SW 317.44 SW 317.54 SW 317.49 SW 316.83 SW 316.78 SW 316.71 SW 316.78 GUT 316.36 GUT 316.30 GUT 315.67 GUT 315.75 GUT 315.65 GUT 315.57 GUT 315.57 GUT 315.65 GUT 315.75 GUT 315.67 SW 316.08 SW 316.12 SW 316.20 SW 316.16SW 316.10 SW 316.02 SW 315.98 SW 316.06 SW 316.08 SW 316.12 SW 316.20 SW 316.16SW 316.10 SW 316.02 SW 315.98 SW 316.06 0+ 0 0 1+00 1+39 CURB RETURN TABLE CURVE C1 C2 C3 C4 LENGTH 39.27' 39.27' 39.27' 39.27' RADIUS 25.00' 25.00' 25.00' 25.00' DELTA 90°00'00" 90°00'00" 90°00'00" 90°00'00" CHORD 35.36' 35.36' 35.36' 35.36' BEARING N45°26'59"W S44°33'01"W S45°26'59"E N44°33'01"E START STATION END STATION 14+56.70, 14.00' L (165TH S) 29+10.20, 16.00' R (EVERTON) 29+88.20, 16.00' L (EVERTON) 14+56.70, 14.00' R (165TH S) 29+88.20, 16.00' R (EVERTON) 13+74.70, 14.00' R (165TH S) 13+74.70, 14.00' L (165TH S) 29+10.20, 16.00' L (EVERTON) SW R O Y R O G E R S R D . ( C . R . N O . 3 1 5 0 ) SW R I V E R T E R R A C E B L V D SW PERTH ROAD SW 1 6 5 T H A V E N U E KEY MAP N: \ p r o j \ 3 9 5 - 1 0 3 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s - C D S u b m i t t a l P H 2 A s b u i l t s \ 3 9 5 1 0 3 . ( C R ) C U R B R E T U R N - P H 2 P D M O D . d w g - S H E E T : CR 1 Fe b . 1 3 , 2 3 - 4: 2 7 P M br e t t REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KCS CONSTRUCTION 395-103 01/04/20221ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 2 RENEWS: JUNE 30, 2024 CURB RETURNS CR1CURB RETURN SW 15TH AVE & SW EVERTON STREET SCALE: 1" = 10' 1 INCH = 10 FEET SCALE 010 5 10 24+00 25+00 26+00SW EVERTON STREET SW R I V E R T E R R A C E B O U L E V A R D C7 C6 C5 C16 C15 C14 C13 C12 C11 C10 C9 C8 30 8 . 4 0 ( L P ) TC 30 8 . 4 3 TC 30 8 . 5 9 TC 31 1 . 2 4 TC 31 2 . 2 0 TC 31 2 . 0 6 TC 31 1 . 2 2 TC 31 0 . 6 1 ( L P ) TC 30 8 . 3 6 ( L P ) TC 30 8 . 5 9 TC 30 8 . 3 9 TC 2.5% 2. 5 % 5. 0 % 2. 5 % 2. 5 % 2.5% 2.5% 4. 5 % 4. 5 % 1. 5 % 4.5 % 1.5% 1.5% 1.0% 1.5% 31 0 . 5 5 TC 2. 5 % 2. 5 % 2. 5 % 1.5% 1. 5 % 1. 5 % 1.5% 0. 5 % 0. 5 % 7.5% 6.5% 1.5% 1.0% 1.2%2.0 % 1.8 % 1.5% 2. 0 % 1. 0 % 1.5% 1. 5 % 7.5% 4.5%1.5% 1.0% 1.5% 7.5 % 5.0 % 2. 5 % 2. 5 % 2. 5 % 7. 5 % 7. 5 % 2. 1 % 7. 5 % 7. 5 % 1. 5 % 7. 5 % 5. 5 % 1.5 % 1. 2 % 1. 5 % 0.5% 3.8% 1.5% 1.0% 1.2%7.5 % 1.8 % 4.5% 4.5% 1. 5 % 1.0% 1.0% 1. 5 % 1.5 % 0.5% 0.5% 1.2 % 5. 6 % 4.6% 4.8% 1. 5 % ELEV=309.67 PC 30 8 . 7 3 ( H P ) 3/4 307.9 9 1/2 308 . 2 6 1/ 4 30 8 . 5 3 PCC 306.85 1/2 306.52 PRC 307 . 7 1 PT 306.19 1/2 307.35 PT 30 9 . 4 6 1/4 310. 7 1 1/2 310 . 2 3 3/ 4 30 9 . 7 5 PCC 311.17 1/2 311.98 PRC 311. 7 8 PC 312.17 1/2 311.49 PT 31 0 . 2 9 1/4 309 . 2 7 1/2 309 . 7 0 3/ 4 310 . 1 3 PCC 308.84 1/2 307.37 PRC 307. 8 0 PC 306.94 1/2 308.45 PC 31 0 . 7 0 3/4 311. 2 2 1/2 311 . 0 1 1/4 31 0 . 8 0 PRC 311.43 1/2 311.95 PRC 311.8 1 PT 312.10 1/2 311.59 2. 5 % 0.6% 5.2% 1.5% 0.8%3.7% 4.2%3.8% 3.4% STA=25+87.21 ELEV=308.57 STA=25+62.21 ELEV=308.41 STA=25+37.21 ELEV=308.71STA=24+16.44 ELEV=311.15 STA=24+41.21 ELEV=310.63STA=24+15.88 ELEV=311.17 STA=57+93.43 ELEV=306.42STA=57+95.42 ELEV=306.55 STA=59+11.56 ELEV=312.33 STA=59+13.56 ELEV=312.40 STA=23+89.65 ELEV=312.13 STA=23+92.57 ELEV=311.99 STA=24+32.53 ELEV=310.80 STA=25+58.20 ELEV=308.42 STA=58+91.98 ELEV=311.56 2. 5 % 2.4% GUT 308.25 GUT 308.02 GUT 309.67 GUT 309.85 GUT 310.16 GUT 310.28 GUT 310.93 GUT 311.01 GUT 310.81 GUT 310.57 GUT 309.04 GUT 308.96 GUT 308.23GUT 308.15 GUT 307.21 GUT 306.98 SW 308.76 SW 308.68 SW 307.72 SW 308.63 SW 307.18SW 307.26 SW 307.02 SW 306.94 SW 309.62 SW 309.67 SW 310.02 SW 310.08 SW 310.16 SW 310.03 SW 309.12 SW 309.12 SW 308.07 SW 308.14 SW 308.13 SW 308.20 SW 308.35 SW 308.26 SW 308.32 SW 309.43 SW 309.50 SW 309.48 SW 309.59 SW 309.77 SW SW 312.45 SW 312.35 SW 310.48 SW 310.34 SW SW SW 310.42 SW 310.51 SW 310.72 SW 310.76 SW 311.06 SW 311.03 SW 311.09 SW 311.12 SW 310.59 SW 310.68 SW 311.23 SW 311.15 SWSW SW 308.30 SW 309.12 SW 310.76 SW 310.84 SW 310.91SW 311.09 1.5% 1.5% 15.00' 15.00' 11 . 5 7 ' SW 311.21 SW 311.29 7.5% 7.5% SW 309.84 2. 1 % 8. 3 % 8. 4 % 2. 8 % 1. 5 % STA=58+20.42 ELEV=308.01 2.5% 4. 5 % 1. 5 % 0.0% 58 + 0 0 59 + 0 0 CURB RETURN TABLE CURVE C5 C6 C7 C8 C9 C10 C11 C12 C13 C14 C15 C16 LENGTH 10.49' 15.86' 36.38' 36.39' 15.86' 10.49' 10.49' 15.86' 36.39' 36.39' 15.86' 10.49' RADIUS 15.00' 15.00' 30.00' 30.00' 15.00' 15.00' 15.00' 15.00' 30.00' 30.00' 15.00' 15.00' DELTA 40°05'06" 60°34'47" 69°28'49" 69°30'20" 60°34'47" 40°05'06" 40°05'06" 60°34'47" 69°30'20" 69°30'20" 60°34'47" 40°05'06" CHORD 10.28' 15.13' 34.19' 34.20' 15.13' 10.28' 10.28' 15.13' 34.20' 34.20' 15.13' 10.28' BEARING N19°35'34"E N09°20'44"E N55°41'04"W N54°47'51"E N10°14'42"W N20°29'32"W S19°35'34"W S09°20'44"W S55°41'49"E S54°47'51"W S10°14'42"E S20°29'32"E START STATION END STATION 25+37.19, 16.00' L (EVERTON) 25+37.21, 16.00' R (EVERTON) 24+41.20, 14.00' L (EVERTON) 24+41.20, 14.00' R (EVERTON) 58+18.02, 19.91' L (RIVER TERRACE (N)) 58+18.02, 19.91' L (RIVER TERRACE (N)) 58+03.09, 22.48' L (RIVER TERRACE (N)) 58+03.09, 22.48' L (RIVER TERRACE (N)) 57+93.43, 26.00' L (RIVER TERRACE (N)) 57+95.43, 26.00' R (RIVER TERRACE (N)) 58+05.09, 22.48' R (RIVER TERRACE (N)) 58+05.09, 22.48' R (RIVER TERRACE (N)) 58+20.00, 19.90' R (RIVER TERRACE (N)) 58+20.00, 19.90' R (RIVER TERRACE (N)) 59+13.56, 26.00' L (RIVER TERRACE (N)) 59+03.90, 22.48' L (RIVER TERRACE (N)) 59+03.90, 22.48' L (RIVER TERRACE (N)) 58+88.99, 19.90' L (RIVER TERRACE (N)) 58+88.99, 19.90' L (RIVER TERRACE (N)) 58+86.99, 19.90' R (RIVER TERRACE (N)) 58+86.99, 19.90' R (RIVER TERRACE (N)) 59+01.90, 22.48' R (RIVER TERRACE (N)) 59+11.56, 26.00' R (RIVER TERRACE (N)) 59+01.90, 22.48' R (RIVER TERRACE (N)) SW R O Y R O G E R S R D . ( C . R . N O . 3 1 5 0 ) SW R I V E R T E R R A C E B L V D SW PERTH ROAD SW 1 6 5 T H A V E N U E KEY MAP N: \ p r o j \ 3 9 5 - 1 0 3 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s - C D S u b m i t t a l P H 2 A s b u i l t s \ 3 9 5 1 0 3 . ( C R ) C U R B R E T U R N - P H 2 P D M O D . d w g - S H E E T : CR 2 Fe b . 1 3 , 2 3 - 4: 2 7 P M br e t t REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KCS CONSTRUCTION 395-103 01/04/20221ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 2 RENEWS: JUNE 30, 2024 CURB RETURNS CR2CURB RETURN SW RIVER TERRACE BLVD & SW EVERTON ST SCALE: 1" = 10' 1 INCH = 10 FEET SCALE 010 5 10 14+0015+00 SW RUBICON LANE SW R I V E R T E R R A C E B O U L E V A R D C34 C33 C32 C31 C30 C29 C28 C27 C26C25 C24 C23 5. 0 % 2. 5 % 2.5%2.5% 1. 5 % 1.5 % 4. 5 % 1. 5 % 2. 5 % 2. 5 % 2. 5 % 5. 0 % 2. 5 % 2. 5 % 2. 5 % 2. 5 % 30 8 . 8 5 TC 30 9 . 1 1 TC 30 8 . 2 2 TC 30 8 . 4 8 TC 31 1 . 1 1 TC 31 1 . 7 4 TC 305.15TC 305.15TC 311.94TC 311.93TC 31 1 . 3 6 TC 31 0 . 5 0 TC ELEV=309.49 PC 31 0 . 2 3 3/4 309. 2 9 1/2 309 . 6 7 1/ 4 31 0 . 0 5 PCC 308.91 PRC 307. 9 4 PT 307.22 1/2 307.58 1/4 308.73 1/4 307.7 6 1/2 308.48 3/4 308.21 3/4 307.40 PC 306.60 PT 311.85 PT 31 1 . 1 7 1/4 306.76 1/4 307.47 1/4 308. 1 4 1/2 306.93 1/2 307.69 1/2 308 . 3 5 3/4 307.0 9 3/4307.86 3/ 4 308 . 5 7 PRC 307. 2 6 PCC 307.92 PT 30 8 . 7 4 ( H P ) 3/4 311.75 3/4 311.30 3/4 310. 6 1 1/2 311.65 1/2 311.21 1/2 310 . 2 6 1/4 311.5 5 1/4 311.11 1/ 4 30 9 . 9 1 PRC 311 . 4 6 PC 30 9 . 6 8 PCC 310.95 3/ 4 311 . 0 5 ( L P ) 3/4 311.21 3/4 311.5 5 1/2 311 . 0 9 1/2 311.25 1/2 311.65 1/4 311. 1 4 1/4 311.33 1/4 311.74 PRC 311. 4 6 PCC 311.19 PC 311.83 1.5% 1.5% 1.5 % 6. 3 % 7. 5 % 1. 2 % 1. 2 % 1.5% 6. 1 % 7. 5 % 1. 1 % 0. 8 % 1.5% 1.2% 1.2% 6.8% 6.7% 4.8 % 1.7 % 1.5% 1.3% 0.5% 2.9% 2.1% 2.5% 7.5 % 4.2 % 1.4% 15 . 0 0 ' 7. 5 % 7. 5 % 1.5% 2.9% 2.1%1.5% 1.4% 1.0% 2.9 % 3.6 % 2. 0 % 2. 0 % 1. 5 % 1.5% 1.5% 1.5% 1. 5 % 1. 5 % 15.00' 5.9% 5.8% 1.5% 1.2% 1.2% 7.5% 4.9% 0.0%2.5% 2.5%2.5% 2.5%2.5% 5.6% 7.5 % 4.6 % 1.5% 2. 9 % 1. 5 % 1.5% 7.5% 7.5% STA=13+61.26 ELEV=308.15 STA=13+86.26 ELEV=308.41 STA=14+11.26 ELEV=308.67 STA=14+11.95 ELEV=308.67 STA=15+33.00 ELEV=311.04 STA=15+08.00 ELEV=310.47 STA=60+55.19 ELEV=312.14 STA=61+73.55 ELEV=306.83 STA=61+98.55 ELEV=305.38 STA=15+17.42 ELEV=310.66 STA=60+76.48 ELEV=311.24 STA=61+48.55 ELEV=308.00 STA=13+61.95 ELEV=308.15 STA=13+86.95 ELEV=308.41 SW 309.83 SW 310.89 SW 310.96 SW 309.83 SW 309.74 SW 309.36 SW 309.22 SW 309.64 SW 309.67 GUT 309.62 GUT 309.80 SW 308.24SW 308.16 SW 308.40 SW 308.46 SW 308.33 SW 308.39GUT 307.42 GUT 307.34 GUT 309.18 GUT 309.26 SW 310.61 SW 310.65 SW 310.73 SW 310.65 GUT 310.68 GUT 310.76SW 311.42 SW 311.36 GUT 310.79 GUT 310.71 SW 311.31 SW 311.36 SW 310.89 SW 310.70 SW 310.84 SW 310.67 SW 310.96 SW 311.02 SW 310.86 SW 310.81 GUT 310.74 GUT 310.56 SW 310.93 SW 311.73 SW 311.81 SW 309.74 SW 309.80 SW 309.64 SW 309.74 SW 308.76 SW 308.70 SW 308.70 SW 308.64 SW 310.83 SW 310.83 SW 311.78 SW 311.86 SW 310.81 SW 308.86 SW 308.92 SW 308.78 SW 308.85 GUT 308.41 GUT 308.17 SW 309.54 SW 309.22 SW 309.83 61 + 0 0 62 + 0 0 1.5% CURB RETURN TABLE CURVE C23 C24 C25 C26 C27 C28 C29 C30 C31 C32 C33 C34 LENGTH 36.37' 15.87' 10.49' 10.49' 15.87' 36.37' 36.55' 16.37' 10.49' 10.52' 15.79' 36.60' RADIUS 30.00' 15.00' 15.00' 15.00' 15.00' 30.00' 31.00' 15.00' 15.00' 15.03' 15.00' 30.00' DELTA 69°28'11" 60°36'55" 40°05'06" 40°05'06" 60°36'55" 69°28'11" 67°32'59" 62°32'08" 40°05'06" 40°07'34" 60°18'15" 69°53'44" CHORD 34.19' 15.14' 10.28' 10.28' 15.14' 34.19' 34.47' 15.57' 10.28' 10.31' 15.07' 34.37' BEARING S55°42'53"E S09°19'40"W S19°35'34"W N20°29'32"W N10°13'38"W N54°48'55"E N56°40'30"W N08°22'03"E N19°35'34"E S20°32'58"E S10°29'50"E S54°36'09"W START STATION END STATION 61+73.55, 26.00' L (RIVER TERRACE (N)) 61+63.89, 22.48' L (RIVER TERRACE (N)) 61+63.89, 22.48' L (RIVER TERRACE (N)) 61+48.97, 19.91' L (RIVER TERRACE (N)) 61+48.97, 19.91' L (RIVER TERRACE (N)) 14+12.00, 14.00' L (RUBICON) 14+11.26, 14.00' R (RUBICON) 60+82.33, 20.09' L (RIVER TERRACE (N)) 60+82.33, 20.09' L (RIVER TERRACE (N)) 60+66.95, 22.48' L (RIVER TERRACE (N)) 60+66.95, 22.48' L (RIVER TERRACE (N)) 60+19.12, 148.01' L (RIVER TERRACE (N)) 60+57.29, 26.00' R (RIVER TERRACE (N)) 60+66.97, 22.46' R (RIVER TERRACE (N)) 60+66.97, 22.46' R (RIVER TERRACE (N)) 60+81.81, 19.83' R (RIVER TERRACE (N)) 60+81.81, 19.83' R (RIVER TERRACE (N)) 15+08.00, 14.00' R (RUBICON) 15+08.00, 14.00' L (RUBICON) 61+48.97, 19.91' R (RIVER TERRACE (N)) 61+48.97, 19.91' R (RIVER TERRACE (N)) 61+63.89, 22.48' R (RIVER TERRACE (N)) 61+63.89, 22.48' R (RIVER TERRACE (N)) 61+73.55, 26.00' R (RIVER TERRACE (N)) SW R O Y R O G E R S R D . ( C . R . N O . 3 1 5 0 ) SW R I V E R T E R R A C E B L V D SW PERTH ROAD SW 1 6 5 T H A V E N U E KEY MAP N: \ p r o j \ 3 9 5 - 1 0 3 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s - C D S u b m i t t a l P H 2 A s b u i l t s \ 3 9 5 1 0 3 . ( C R ) C U R B R E T U R N - P H 2 P D M O D . d w g - S H E E T : CR 5 Fe b . 1 3 , 2 3 - 4: 2 7 P M br e t t REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KCS CONSTRUCTION 395-103 01/04/20221ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 2 RENEWS: JUNE 30, 2024 CURB RETURNS CR5CURB RETURN SW RIVER TERRACE BLVD & SW RUBICON LN SCALE: 1" = 10' 1 INCH = 10 FEET SCALE 010 5 10 11 + 0 0 12 + 0 0 10+00 SW 1 6 5 T H A V E N U E SW RUBICON LANE C35 C36 1.5% 1.5% 1.0% 2.6% 1.0% 4. 8 % 5.0%2.5% 4. 8 % STA=10+89.70 ELEV=303.15 2. 5 % 5. 0 % 1.0% 2.5%2.5% STA=10+83.10 ELEV=302.83 4. 5 % 4. 8 % 4. 8 % STA=10+64.70 ELEV=302.06 1.2 6. 9 % 7. 5 % 1.5 %1. 2 % 1. 0 % 5.6 % 5.4 % 2. 5 % 2. 5 % 1.2% 1. 6 % 2. 0 % 1.5 % 1. 0 % 1. 0 % 7.5% 7.1%1.5%1. 5 % 0.8% 4.2% 2.6% 2. 5 % 2. 5 % 7. 5 % 5. 9 % 2.5%0.0% 2.5%2.5% 309.40TC 310.61TC 30 5 . 7 8 TC 30 6 . 0 2 TC 30 5 . 3 9 TC 30 5 . 1 5 TC 30 5 . 0 9 ( L P ) TC 310.61TC 309.72TC 308.83TC 307.99TC 306.72TC2.5% ELEV=306.24 PC 307.89 3/4 30 6 . 5 1 1/2 306 . 9 7 1/4 307.43 PT 30 6 . 2 1 PC 30 5 . 2 7 3/4 304.80 1/2 305 . 1 1 1/ 4 305 . 4 2 ( H P ) PT 304.42 304.42TC 4. 5 % 7.5% 4.4% 1.5% 1.0% 1.0% 1. 2 % 7. 5 % 7. 5 % 1. 2 % 0. 6 % 304.19TC 304.91TC 2. 2 % 2. 5 % 2.5%2.5% 2.5%2.5% STA=12+42.70 ELEV=310.54 STA=12+17.70 ELEV=309.33 STA=11+92.70 ELEV=308.13 STA=11+14.70 ELEV=304.36 STA=10+39.00 ELEV=305.20 STA=10+64.00 ELEV=305.08 STA=10+89.00 ELEV=305.32 STA=10+57.82 ELEV=305.07 STA=11+94.45 ELEV=308.21 STA=11+62.11 ELEV=306.65GUT 305.79 GUT 305.71 SW 306.24 SW 306.18 SW 306.12 SW 306.18 SW 307.57 SW 307.57 GUT 304.85 GUT 304.77 SW 304.99 SW 304.93 SW 304.88 SW 304.94 GUT 304.00 GUT 303.92SW 304.33 SW 304.38 SW 304.45 SW 304.40 SW 309.44 SW 309.36 GUT 304.15 GUT 303.92 SW 304.33 SW 304.38 SW 304.44 SW 304.39 SW 304.82SW 304.77 SW 304.27 SW 304.35 SW 305.07SW 304.99 CURB RETURN TABLE CURVE C35 C36 LENGTH 39.27' 39.27' RADIUS 25.00' 25.00' DELTA 90°00'00" 90°00'00" CHORD 35.36' 35.36' BEARING S44°33'01"W S45°26'59"E START STATION END STATION 11+92.70, 14.00' L (165TH S) 11+14.70, 14.00' L (165TH S) 10+39.00, 14.00' L (RUBICON) 10+39.00, 14.00' R (RUBICON) SW R O Y R O G E R S R D . ( C . R . N O . 3 1 5 0 ) SW R I V E R T E R R A C E B L V D SW PERTH ROAD SW 1 6 5 T H A V E N U E KEY MAP N: \ p r o j \ 3 9 5 - 1 0 3 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s - C D S u b m i t t a l P H 2 A s b u i l t s \ 3 9 5 1 0 3 . ( C R ) C U R B R E T U R N - P H 2 P D M O D . d w g - S H E E T : CR 6 Fe b . 1 3 , 2 3 - 4: 2 7 P M br e t t REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KCS CONSTRUCTION 395-103 01/04/20221ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 2 RENEWS: JUNE 30, 2024 CURB RETURNS CR6CURB RETURN SW 15TH AVE & SW RUBICON LN SCALE: 1" = 10' 1 INCH = 10 FEET SCALE 010 5 10 10 + 0 0 23+00 24+00 SW 1 6 5 T H A V E N U E SW PERTH RO A D C39 C37 STA=10+74.28 ELEV=302.43 302.50TC 2. 1 % 1. 5 % 1.5% 1.5 % 296 . 6 8 TC 2.5% 2.5% 2. 5 % 2. 5 % 2.5 % 2.5 % 3. 4 % 29 8 . 7 1 TC 2.5 % 2.5 % 1.5% 1.1%1.5% 1.5 % 7.5 % 6.9 % 5.6 % 3.4 % 0.0 % 2.5 % 1.4 % 1.2 % 7.5% 7.1% 1.5 % 1.2% 1.0% 3. 5 % 4. 2 % 1. 0 % SW 302.07 301.91TC 30 1 . 5 6 TC 30 1 . 7 1 ( H P ) TC 301.73TC 2.5% ELEV=300.61 ELEV=300.61 PC 301.67 1/2 301 . 4 4 PT 30 1 . 5 5 PC 301.34 PT 30 0 . 3 8 1/2 300. 8 8 1/4 301.16 3/4 300 . 5 6 1/4 301.57 3/ 4 30 1 . 3 4 ( L P ) TC 301.73 29 9 . 5 5 TC 1.5% 1.5% 7.5 % 6.9 % 1.0 % 1.2 % 2. 5 % 2. 5 % STA=10+33.10 ELEV=301.27 STA=10+49.28 ELEV=301.60 STA=10+58.10 ELEV=301.84 STA=23+11.18 ELEV=299.58 STA=22+87.14 ELEV=298.32 STA=22+62.14 ELEV=296.71 STA=23+78.96 ELEV=301.58 STA=24+27.83 ELEV=302.08 STA=24+02.83 ELEV=301.83 STA=10+51.62 ELEV=301.66 GUT 300.84 GUT 300.76 SW 300.84 SW 300.90 SW 300.95 SW 300.90 GUT 299.96 GUT 299.88 SW 300.29 SW 300.35 SW 300.41 SW 300.35 GUT 301.07 GUT 300.99 SW 301.46 SW 301.51 SW 301.46 SW 301.40 SW 302.15 GUT 299.13 GUT 299.05 SW 299.46 SW 299.51 SW 299.57 SW 299.51 300.58 301.81 CURB RETURN TABLE CURVE C37 C39 LENGTH 30.63' 40.85' RADIUS 25.00' 25.00' DELTA 70°11'17" 93°37'49" CHORD 28.75' 36.46' BEARING S34°38'39"W N47°15'53"W START STATION END STATION 10+49.28, 14.00' R (165TH S) 10+33.10, 14.00' L (165TH S) 23+11.18, 18.00' L (PERTH) 23+78.96, 18.00' L (PERTH) SW R O Y R O G E R S R D . ( C . R . N O . 3 1 5 0 ) SW R I V E R T E R R A C E B L V D SW PERTH ROAD SW 1 6 5 T H A V E N U E KEY MAP N: \ p r o j \ 3 9 5 - 1 0 3 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s - C D S u b m i t t a l P H 2 A s b u i l t s \ 3 9 5 1 0 3 . ( C R ) C U R B R E T U R N - P H 2 P D M O D . d w g - S H E E T : CR 7 Fe b . 1 3 , 2 3 - 4: 2 8 P M br e t t REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KCS CONSTRUCTION 395-103 01/04/20221ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 2 RENEWS: JUNE 30, 2024 CURB RETURNS CR7CURB RETURN SW PERTH ROAD & SW 15TH AVE SCALE: 1" = 10' 1 INCH = 10 FEET SCALE 010 5 10 10 + 0 0 11 + 0 0 14+00 15+00 SW PERTH R O A D SW 1 6 8 T H A V E N U E C50 C47 STA=15+69.82 ELEV=266.72 2.5% 2.5% 2. 5 % 2. 5 % 2.5 % 2.5 % 1.5 % 1.5 % 1.5% 5.1% 4.9 % 2.3% 1.5% 266.88 TC 265.74 TC 267.64TC 266 . 7 2 TC 265 . 3 7 TC 26 0 . 8 4 TC 25 9 . 9 9 TC 265.09 TC 265.52 TC 26 3 . 9 9 ( L P ) TC ELEV=262.66 PC 264.89 PC 264.51 1/2 264 . 2 7 PT 26 4 . 0 4 1/4 264. 3 8 3/ 4 26 4 . 1 7 PT 26 1 . 4 2 1/2 263. 5 5 1/4 263.74 3/4 262 . 4 9 6.5% 7.5% 1.5 % 1.2% 1.0% 7.5% 7.3% 1.5 % 1.2% 0.8% 7.3 % 7.5 % 1.2 % 1.4 % 1.5%1.5% 2.2% 7.5 % 7.3 % 1.0 % 1.4 % 1.5% 1.0% 7.0% 264 . 2 9 TC 26 4 . 0 4 TC 5.1% 8.0 % 7.6 % 5.4% 2.0% 3.4% 3.1% 8.1 % STA=10+44.29 ELEV=263.81 STA=10+62.08 ELEV=264.82 STA=10+69.29 ELEV=265.35 STA=10+86.54 ELEV=266.81 STA=15+43.63 ELEV=265.37 STA=15+17.30 ELEV=264.04 STA=14+20.90 ELEV=261.72 STA=13+93.80 ELEV=261.14STA=13+68.54 ELEV=260.29 STA=10+95.25 ELEV=267.57 STA=10+64.89 ELEV=265.02 STA=15+23.01 ELEV=264.32 STA=15+22.50 ELEV=264.29 SW 263.95 GUT 263.93 SW 264.34 SW 264.38 SW 264.44 SW 264.41 GUT 264.01 SW 263.54 SW 263.49 GUT 263.08 GUT 263.16 SW 263.54 SW 263.60 GUT 263.61 GUT 263.54 SW 264.01 SW 264.08 SW 264.01 SW 263.94 GUT 263.46 GUT 263.54 SW 263.87 SW 263.94 SW 263.99 0.0% 2.5% 1+ 0 0 CURB RETURN TABLE CURVE C47 C50 LENGTH 51.31' 42.20' RADIUS 30.00' 25.00' DELTA 98°00'14" 96°43'33" CHORD 45.28' 37.37' BEARING S35°52'32"W N61°29'21"W START STATION END STATION 14+68.06, 0.15' R (PERTH) 15+54.04, 22.20' R (PERTH) 10+11.81, 56.95' R (168TH) 10+29.59, 28.95' R (168TH) SW R O Y R O G E R S R D . ( C . R . N O . 3 1 5 0 ) SW R I V E R T E R R A C E B L V D SW PERTH ROAD SW 1 6 5 T H A V E N U E KEY MAP N: \ p r o j \ 3 9 5 - 1 0 3 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s - C D S u b m i t t a l P H 2 A s b u i l t s \ 3 9 5 1 0 3 . ( C R ) C U R B R E T U R N - P H 2 P D M O D . d w g - S H E E T : CR 1 2 Fe b . 1 3 , 2 3 - 4: 2 8 P M br e t t REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KCS CONSTRUCTION 395-103 01/04/20221ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 2 RENEWS: JUNE 30, 2024 CURB RETURNS CR12CURB RETURN SW 18TH AVE & SW PERTH ROAD SCALE: 1" = 10' 1 INCH = 10 FEET SCALE 010 5 10 C51 C52 C54 C53 SW R I V E R T E R R A C E B O U L E V A R D 2.5%2.5% 2.5% 298.14TC 298.34TC 291.17TC 290.68TC 287.88 TC 288.81 TC PRC295.51 PRC 294. 5 4 PRC 294. 5 4 PT 293.57 PCC293.57 PC 295.51 1/2 295.03 1/2 294.07 1/2 294.06 1/2 295.03 1/4 295.27 1/4 294.3 0 1/4 295.27 1/4 294.3 0 3/4 294.7 8 3/4 293.81 3/4 294.7 8 3/4 293.81 STA=63+53.98 ELEV=290.71 STA=63+72.21 ELEV=288.84 STA=63+78.77 ELEV=288.19 STA=63+26.41 ELEV=293.60 STA=62+81.01 ELEV=298.37 63 + 0 0 STA=63+06.01 ELEV=295.74 2.5% 2.5% STA=63+49.31 ELEV=291.20 2.5% STA=63+16.27 ELEV=294.67 2.5% 2.5% 2.5% 2.5% 2.5% 2.5% 10 . 0 % 10 . 0 % 10 . 5 % 10 . 5 % 10 . 5 % 10 . 5 % 10 . 5 % 10 . 5 % CURB RETURN TABLE CURVE C51 C52 C53 C54 LENGTH 11.21' 11.21' 11.21' 11.21' RADIUS 15.00' 15.00' 15.00' 15.00' DELTA 42°50'00" 42°50'00" 42°50'00" 42°50'00" CHORD 10.95' 10.95' 10.95' 10.95' BEARING S21°51'59"E S21°51'59"E N20°58'01"E N20°58'01"E START STATION END STATION 63+06.01, 26.00' L (RIVER TERRACE (N)) 63+16.21, 22.00' L (RIVER TERRACE (N)) 63+16.21, 22.00' L (RIVER TERRACE (N)) 63+26.41, 18.00' L (RIVER TERRACE (N)) 63+26.41, 18.00' R (RIVER TERRACE (N)) 63+16.21, 22.00' R (RIVER TERRACE (N)) 63+16.21, 22.00' R (RIVER TERRACE (N)) 63+06.01, 26.00' R (RIVER TERRACE (N)) C55 C56 SW R I V E R T E R R A C E B O U L E V A R D 2.5% 2.5% 2.5% 2.5% 291 . 4 1 TC 291 . 1 8 TC 297.2 4 TC 299.41 TC 298.1 3 TC 296.6 7 TCPC294.15 PT 294. 7 9 PC 292. 9 9 PT 293.98 PC 29 4 . 0 3 PC 293. 0 9 PT 294.7 5 PT 29 3 . 8 7 1/2 293.48 1/2 294.47 1/2 293 . 4 8 1/ 2 294 . 3 9 1/4 293.2 4 1/4 294.31 1/4 293 . 2 8 1/ 4 29 4 . 2 1 3/4 293.73 3/4 294.63 3/ 4 29 3 . 6 7 3/4 294 . 5 7 STA=69+99.10 ELEV=289.82 STA=70+19.60 ELEV=291.06 STA=70+23.06 ELEV=291.29 STA=70+45.75 ELEV=292.88 STA=70+47.02 ELEV=292.97 STA=70+73.89 ELEV=295.12 STA=70+73.36 ELEV=295.08 STA=70+95.91 ELEV=297.00 STA=71+01.52 ELEV=297.47 STA=71+13.46 ELEV=298.46 STA=71+29.14 ELEV=299.64 STA=71+30.44 ELEV=299.73 70+0 0 71+ 0 0 2.5% 2.5% CURB RETURN TABLE CURVE C55 C56 LENGTH 12.96' 11.42' RADIUS 15.00' 15.00' DELTA 49°29'53" 43°38'07" CHORD 12.56' 11.15' BEARING S16°46'30"E S13°50'37"E START STATION END STATION 70+45.75, 12.00' R (RIVER TERRACE (S)) 70+57.91, 17.01' R (RIVER TERRACE (S)) 70+62.65, 21.64' R (RIVER TERRACE (S)) 70+73.89, 26.00' R (RIVER TERRACE (S)) 70+59.65, 12.00' L (RIVER TERRACE (S)) 70+68.87, 15.76' L (RIVER TERRACE (S)) 70+74.79, 21.66' L (RIVER TERRACE (S)) 70+84.75, 26.00' L (RIVER TERRACE (S)) SW R O Y R O G E R S R D . ( C . R . N O . 3 1 5 0 ) SW R I V E R T E R R A C E B L V D SW PERTH ROAD SW 1 6 5 T H A V E N U E KEY MAP N: \ p r o j \ 3 9 5 - 1 0 3 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s - C D S u b m i t t a l P H 2 A s b u i l t s \ 3 9 5 1 0 3 . ( C R ) C U R B R E T U R N - P H 2 P D M O D . d w g - S H E E T : CR 1 3 Fe b . 1 3 , 2 3 - 4: 2 8 P M br e t t REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KCS CONSTRUCTION 395-103 01/04/20221ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 2 RENEWS: JUNE 30, 2024 CURB RETURNS CR13CURB RETURN SW RIVER TERRACE BOULEVARD SCALE: 1" = 10' 1 INCH = 10 FEET SCALE 010 5 10 R38.00' 19.88' 21.21' R20.00' R72.00'R75.00' R45.00' R200.00' R3.00' R1.00'R70.00' 18.39' R1.00' R1.00' R1.00' R1.00' 27.70'23.02' 13.17'10.01' R150.00' R65.00' R25.00' 22.18' R200.00' R1358.40' R412.00' R3.00'R1.00' R1.00' R1.00'R1.00' R1.00' 21.44' 12.94' 26.38' R2.00' 25.86' 12.00' 12.53' 12.50' 19.76' 18.12' 19.21' 12.00' 10.00' 10.00' 18.76' 19.00' 19.00' 19.02' 16.21' R300.00' 55.14' R300.00' R388.00' 93.66' 43.15' R45.00' 19.23' R190.00' R1.00' R1.00' R1.00'R1.00' R3.00'R1.00' R2.00' R1.00' R1.00' R1.00' R1.00' R42.32' R1.00' R3.00' R20.00' R300.00' R200.00' R213.00' R75.00' R91.00' R1.00' R1.00' 12.51' 12.50' 14.61' 13.90' 18.81' 16.57' 17.06' 12.58' 12.41' 18.33' 20.59'18.26' SW R O Y R O G E R S R D . ( C . R . N O . 3 1 5 0 ) SW R I V E R T E R R A C E B L V D SW PERTH ROAD SW 1 6 5 T H A V E N U E KEY MAP N: \ p r o j \ 3 9 5 - 1 0 3 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s - C D S u b m i t t a l P H 2 A s b u i l t s \ 3 9 5 1 0 3 . ( C R 1 4 ) S T - R O U N D A B O U T - P H 2 P D M O D . d w g - S H E E T : CR 1 4 Fe b . 1 3 , 2 3 - 4: 2 8 P M br e t t REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KCS CONSTRUCTION 395-103 01/04/20221ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 2 RENEWS: JUNE 30, 2024 ROUNDABOUT GEOMETRY PLAN CR141 INCH = 20 FEET 20 10 20 SCALE 0 LEGEND: SIDEWALK BUILT BY DEVELOPMENT SIDEWALK BUILT BY HOME BUILDER GENERAL NOTES: 1.REFER TO CR SHEETS FOR CURB RETURN INFORMATION. RIVER TERRACE BLVD ROUNDABOUT PLAN SCALE: 1" = 20' RIVER TERRACE BLVD PE R T H R O A D PE R T H R O A D D D D 2+00 278.68 278.88 280.44 280.35 65+ 6 2 273 . 3 6 TC 273 . 3 6 TC 27 9 . 0 7 TC GUT 277.71 GUT 277.89 SW 273.48 SW 277.99 SW 277.96 SW 278.38 SW 278.20 AC 278.27 AC 276.94 AC 276.89 AC 276.90 AC 278.20 AC 278.27 AC 278.48 AC 278.54 AC 278.40 AC 279.00 AC 279.07 AC 278.96 AC 278.80 AC 279.15 GUT 277.91 GUT 278.09 SW 278.78 SW 278.60 SW 278.44 SW 278.59 SW 278.89 1.5 % 7.5% 1.5 % 1.0 % 1.5 %7.5% 0. 8 % 1.5% 1.9% 1.9% 1.5% 5.1% 2.5% 2.5% 2.5% 2.5% 2.5 % 7.5% 5.8% 2.5% 5.1 % 2.5% STA=17+22.45 ELEV=274.54 STA=17+46.45 ELEV=275.77 STA=18+01.49 ELEV=278.42 ELEV=280.40 STA=17+49.68 ELEV=275.93 STA=17+97.62 ELEV=278.33 STA=18+33.77 ELEV=279.15 STA=18+52.88 ELEV=279.63 STA=17+68.58 ELEV=276.90 STA=16+97.07 ELEV=273.24 2.5% 0. 0 % 1.5% SW 278.05 SW 278.19 1.5% SW 277.04 SW 276.89 1.5% 2.5 % STA=17+28.52 ELEV=274.85 PC 274. 7 6 1/4 275. 0 4 1/2 275 . 3 2 3/4 275 . 6 0 PT 275 . 8 8 PC 278. 4 5 1/4 278 . 8 1 1/ 2 27 9 . 0 1 PT 274. 6 6 3/4 275 . 0 0 1/2 275. 3 4 1/4 275. 6 8 PC 276. 0 2 PT 276. 9 4 3/4 278.0 4 1/2 278.45 TC 278 . 6 7 TC 278.47 1/4 278.67 TC 274. 3 9 STA=18+09.64 ELEV=278.55 1.5 % 1.5% 2.5% SW 279.01 1.5 % 1.5 % 1.5% 1.5 % CURB RETURN TABLE CURVE C1 C2 C3 C4 C5 C6 C7 C8 C9 C10 C11 C12 C13 C14 C15 C16 C17 C18 C19 C20 LENGTH 75.87' 57.89' 5.51' 94.14' 27.26' 17.95' 92.94' 75.75' 42.67' 86.35' 105.60' 1.98' 13.13' 28.11' 33.57' 129.62' 50.79' 71.90' 49.94' 66.13' RADIUS 213.00' 75.00' 45.00' 200.00' 307.16' 300.00' 72.00' 1358.40' 412.00' 200.00' 75.00' 25.00' 300.00' 65.00' 45.00' 150.00' 38.00' 38.00' 38.00' 38.00' DELTA 20°24'26" 44°13'36" 7°00'37" 26°58'09" 5°05'07" 3°25'39" 73°57'21" 3°11'43" 5°56'02" 24°44'15" 80°40'12" 4°32'08" 2°30'28" 24°46'54" 42°44'15" 49°30'37" 76°35'13" 108°24'09" 75°18'05" 99°42'33" CHORD 75.46' 56.47' 5.50' 93.27' 27.25' 17.94' 86.62' 75.74' 42.65' 85.68' 97.09' 1.98' 13.13' 27.90' 32.79' 125.62' 47.10' 61.64' 46.42' 58.10' BEARING S31°03'38"E S19°09'04"E S06°28'03"W S23°27'26"W S40°06'17"W N44°23'41"E N83°05'11"E S61°32'00"E S66°05'40"E N56°41'33"W N03°59'20"W N38°36'50"E S45°08'38"W S59°31'38"W N86°42'48"W N40°35'22"W N82°34'37"W S04°55'42"W S86°55'25"E N05°34'16"E START STATION END STATION 17+22.45, 12.00' L (PERTH) 17+49.68, 13.22' L (PERTH) 17+28.52, 12.00' R (PERTH) 17+68.58, 15.12' L (PERTH) 18+56.66, 45.84' L (PERTH) 65+16.01, 41.17' R (RIVER TERRACE (N)) 63+26.41, 18.00' R (RIVER TERRACE (N)) 64+65.32, 18.00' R (RIVER TERRACE (N)) 64+65.32, 18.00' R (RIVER TERRACE (N)) 19+81.17, 12.48' L (PERTH) 19+54.30, 20.00' L (PERTH) 19+81.17, 12.48' L (PERTH) 19+98.15, 12.00' L (PERTH) 19+97.16, 17.13' R (PERTH) 19+99.13, 16.95' R (PERTH) 19+75.17, 20.04' R (PERTH) 66+57.77, 21.00' L (RIVER TERRACE (S)) 66+57.77, 21.00' L (RIVER TERRACE (S)) 18+01.49, 15.83' R (PERTH) 17+46.45, 12.54' R (PERTH) 66+32.34, 16.83' R (RIVER TERRACE (S)) 66+32.34, 16.83' R (RIVER TERRACE (S)) 67+05.41, 12.00' R (RIVER TERRACE (S)) 68+45.65, 12.00' R (RIVER TERRACE (S)) 67+05.41, 12.00' R (RIVER TERRACE (S)) 67+46.83, 12.00' L (RIVER TERRACE (S)) 18+56.66, 45.84' L (PERTH) 65+16.01, 41.17' R (RIVER TERRACE (N)) 65+16.24, 31.80' L (RIVER TERRACE (N)) 19+54.30, 20.00' L (PERTH) 63+78.77, 18.00' L (RIVER TERRACE (N)) 65+16.24, 31.80' L (RIVER TERRACE (N)) 65+24.68, 0.00' (RIVER TERRACE (N)) 19+28.81, 0.00' (PERTH) 18+52.88, 0.00' (PERTH) 65+24.68, 0.00' (RIVER TERRACE (N)) 18+52.88, 0.00' (PERTH) 65+97.65, 0.00' (RIVER TERRACE (S)) 65+97.65, 0.00' (RIVER TERRACE (S)) 19+28.81, 0.00' (PERTH) SW R O Y R O G E R S R D . ( C . R . N O . 3 1 5 0 ) SW R I V E R T E R R A C E B L V D SW PERTH ROAD SW 1 6 5 T H A V E N U E KEY MAP N: \ p r o j \ 3 9 5 - 1 0 3 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s - C D S u b m i t t a l P H 2 A s b u i l t s \ 3 9 5 1 0 3 . ( C R 1 5 ) S T - R O U N D A B O U T C U R B - P H 2 P D M O D . d w g - S H E E T : CR 1 5 Fe b . 1 3 , 2 3 - 4: 2 9 P M br e t t REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KCS CONSTRUCTION 395-103 01/04/20221ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 2 RENEWS: JUNE 30, 2024 ROUNDABOUT CURB RETURN PERTH ROAD WESTERLY CR151 INCH = 10 FEET SCALE 010 5 10 ROUNDABOUT SW PLAN SCALE: 1" = 20' RIVER TER. NORTHELRY SEE SHEET CR16 RI V E R T E R . S O U T H E R L Y SE E S H E E T CR 1 8 D D D 1+00 278.88 279.22 278.68 283.85 280.44 65+63 64 + 0 0 65+ 0 0 65+ 6 2 278.96 STA=64+85.09 ELEV=279.83 STA=64+65.32 ELEV=280.28 STA=64+14.50 ELEV=284.62 STA=64+58.14 ELEV=280.51 STA=64+50.40 ELEV=281.04 STA=64+47.95 ELEV=281.28 STA=64+30.59 ELEV=283.01 STA=64+13.23 ELEV=284.75 STA=63+95.86 ELEV=286.48 STA=65+24.68 ELEV=279.46 2.5% 2.5% 2.5% 2.5% 2.5% 2.5% STA=64+63.34 ELEV=280.32 STA=63+78.77 ELEV=288.19 STA=65+04.63 ELEV=279.28 2.5% PRC 280. 2 5 3/4 281. 2 5 1/2 282.9 8 1/4 284.7 2 TC 286.45 3/ 4 27 8 . 9 0 PC C 278 . 9 7 1/4 279 . 6 8 1/2 280. 9 6 3/4 284.5 8 TC 288.16 TC 280. 4 8 TC 280 . 2 2 1/4 280.0 1 1/2 279.69 3/4 279.37 PRC 279.05 1/2 278.99 PRC 278.93 TC 278.84 SW 280.59 4.3% SW 279.49 GUT 279.70 GUT 279.55 1.5 % SW 280.73 SW 280.91 SW 280.41 SW 280.50 3.1% SW 280.68 1.5% 1.5% 1.5 % 1.5 % GUT 279.33 GUT 279.17 1.5% SW 279.64 SW 279.85 SW 279.85 SW 279.89 3.6% 7.5% 1.5 % SW 279.71 1.5% 1.5 % SW 279.94 1.5% 2.5 % 2. 5 % SW 280.57 1. 5 % AC 279.91 0.0% 0.0% AC 279.88 AC 279.90 AC 279.87 AC 279.90 AC 280.11 AC 280.11 AC 280.14 AC 280.12 AC 280.15 1.5% TC 27 8 . 8 4 ( L P ) 1/ 2 27 8 . 9 0 CURB RETURN TABLE CURVE C1 C2 C3 C4 C5 C6 C7 C8 C9 C10 C11 C12 C13 C14 C15 C16 C17 C18 C19 C20 LENGTH 75.87' 57.89' 5.51' 94.14' 27.26' 17.95' 92.94' 75.75' 42.67' 86.35' 105.60' 1.98' 13.13' 28.11' 33.57' 129.62' 50.79' 71.90' 49.94' 66.13' RADIUS 213.00' 75.00' 45.00' 200.00' 307.16' 300.00' 72.00' 1358.40' 412.00' 200.00' 75.00' 25.00' 300.00' 65.00' 45.00' 150.00' 38.00' 38.00' 38.00' 38.00' DELTA 20°24'26" 44°13'36" 7°00'37" 26°58'09" 5°05'07" 3°25'39" 73°57'21" 3°11'43" 5°56'02" 24°44'15" 80°40'12" 4°32'08" 2°30'28" 24°46'54" 42°44'15" 49°30'37" 76°35'13" 108°24'09" 75°18'05" 99°42'33" CHORD 75.46' 56.47' 5.50' 93.27' 27.25' 17.94' 86.62' 75.74' 42.65' 85.68' 97.09' 1.98' 13.13' 27.90' 32.79' 125.62' 47.10' 61.64' 46.42' 58.10' BEARING S31°03'38"E S19°09'04"E S06°28'03"W S23°27'26"W S40°06'17"W N44°23'41"E N83°05'11"E S61°32'00"E S66°05'40"E N56°41'33"W N03°59'20"W N38°36'50"E S45°08'38"W S59°31'38"W N86°42'48"W N40°35'22"W N82°34'37"W S04°55'42"W S86°55'25"E N05°34'16"E START STATION END STATION 17+22.45, 12.00' L (PERTH) 17+49.68, 13.22' L (PERTH) 17+28.52, 12.00' R (PERTH) 17+68.58, 15.12' L (PERTH) 18+56.66, 45.84' L (PERTH) 65+16.01, 41.17' R (RIVER TERRACE (N)) 63+26.41, 18.00' R (RIVER TERRACE (N)) 64+65.32, 18.00' R (RIVER TERRACE (N)) 64+65.32, 18.00' R (RIVER TERRACE (N)) 19+81.17, 12.48' L (PERTH) 19+54.30, 20.00' L (PERTH) 19+81.17, 12.48' L (PERTH) 19+98.15, 12.00' L (PERTH) 19+97.16, 17.13' R (PERTH) 19+99.13, 16.95' R (PERTH) 19+75.17, 20.04' R (PERTH) 66+57.77, 21.00' L (RIVER TERRACE (S)) 66+57.77, 21.00' L (RIVER TERRACE (S)) 18+01.49, 15.83' R (PERTH) 17+46.45, 12.54' R (PERTH) 66+32.34, 16.83' R (RIVER TERRACE (S)) 66+32.34, 16.83' R (RIVER TERRACE (S)) 67+05.41, 12.00' R (RIVER TERRACE (S)) 68+45.65, 12.00' R (RIVER TERRACE (S)) 67+05.41, 12.00' R (RIVER TERRACE (S)) 67+46.83, 12.00' L (RIVER TERRACE (S)) 18+56.66, 45.84' L (PERTH) 65+16.01, 41.17' R (RIVER TERRACE (N)) 65+16.24, 31.80' L (RIVER TERRACE (N)) 19+54.30, 20.00' L (PERTH) 63+78.77, 18.00' L (RIVER TERRACE (N)) 65+16.24, 31.80' L (RIVER TERRACE (N)) 65+24.68, 0.00' (RIVER TERRACE (N)) 19+28.81, 0.00' (PERTH) 18+52.88, 0.00' (PERTH) 65+24.68, 0.00' (RIVER TERRACE (N)) 18+52.88, 0.00' (PERTH) 65+97.65, 0.00' (RIVER TERRACE (S)) 65+97.65, 0.00' (RIVER TERRACE (S)) 19+28.81, 0.00' (PERTH) SW R O Y R O G E R S R D . ( C . R . N O . 3 1 5 0 ) SW R I V E R T E R R A C E B L V D SW PERTH ROAD SW 1 6 5 T H A V E N U E KEY MAP N: \ p r o j \ 3 9 5 - 1 0 3 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s - C D S u b m i t t a l P H 2 A s b u i l t s \ 3 9 5 1 0 3 . ( C R 1 5 ) S T - R O U N D A B O U T C U R B - P H 2 P D M O D . d w g - S H E E T : CR 1 6 Fe b . 1 3 , 2 3 - 4: 2 9 P M br e t t REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KCS CONSTRUCTION 395-103 01/04/20221ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 2 RENEWS: JUNE 30, 2024 ROUNDABOUT CURB RETURN RIVER TERR BLVD NORTHERLY CR161 INCH = 10 FEET SCALE 010 5 10 ROUNDABOUT NW PLAN SCALE: 1" = 20' PE R T H E A S T E R L Y SE E S H E E T CR 1 7 PERTH WESTERLY SEE SHEET CR15 D D D D D 1+00 279.42 280.44 280.15 279.28 65+63 65+ 6 2 STA=19+54.33 ELEV=279.44 STA=19+85.01 ELEV=280.16 STA=19+97.15 ELEV=280.74 STA=19+98.15 ELEV=280.80 STA=19+99.17 ELEV=280.85 STA=20+92.65 ELEV=285.91 STA=19+47.93 ELEV=279.31 STA=19+74.17 ELEV=279.88 TC 286. 0 3 PC 280. 9 2 1/4 280. 7 6 1/2 280. 6 0 3/4 280 . 4 4 PT 280 . 2 8 1/ 4 27 9 . 1 5 3/ 4 27 8 . 9 0 27 8 . 9 7 TC 286 . 0 3 PT 280. 8 5 PC 280. 7 4 PT 279. 8 2 3/4 279.08 1/2 278.59 1/2 280. 8 0 TC 280. 0 7 PC C 27 9 . 4 0 PC 280 . 1 0 1/4 279 . 9 9 1/2 279 . 8 2 3/ 4 27 9 . 6 1 TC 280 . 1 8 SW 279.70 1.5% SW 280.65 SW 280.47 GUT 279.45 5.0% GUT 279.43 GUT 279.28 1.5 % SW 280.75 SW 280.42 SW 280.57 GUT 279.60 SW 280.32 5.5% 1.5% 1. 5 % SW 280.90 1. 5 % SW 280.80 1.5% 1.5 % SW 280.82 0.5% 1.5 % 2.5 % SW 279.95 SW 279.57 SW 279.72 SW 279.38 SW 279.49 1.5% 7.5% 7.5% 1.2 % 2.5% 2. 5 % 1.5 % 1.9% 1.9% TC 27 8 . 8 4 ( L P ) 1/ 2 27 8 . 9 0 CURB RETURN TABLE CURVE C1 C2 C3 C4 C5 C6 C7 C8 C9 C10 C11 C12 C13 C14 C15 C16 C17 C18 C19 C20 LENGTH 75.87' 57.89' 5.51' 94.14' 27.26' 17.95' 92.94' 75.75' 42.67' 86.35' 105.60' 1.98' 13.13' 28.11' 33.57' 129.62' 50.79' 71.90' 49.94' 66.13' RADIUS 213.00' 75.00' 45.00' 200.00' 307.16' 300.00' 72.00' 1358.40' 412.00' 200.00' 75.00' 25.00' 300.00' 65.00' 45.00' 150.00' 38.00' 38.00' 38.00' 38.00' DELTA 20°24'26" 44°13'36" 7°00'37" 26°58'09" 5°05'07" 3°25'39" 73°57'21" 3°11'43" 5°56'02" 24°44'15" 80°40'12" 4°32'08" 2°30'28" 24°46'54" 42°44'15" 49°30'37" 76°35'13" 108°24'09" 75°18'05" 99°42'33" CHORD 75.46' 56.47' 5.50' 93.27' 27.25' 17.94' 86.62' 75.74' 42.65' 85.68' 97.09' 1.98' 13.13' 27.90' 32.79' 125.62' 47.10' 61.64' 46.42' 58.10' BEARING S31°03'38"E S19°09'04"E S06°28'03"W S23°27'26"W S40°06'17"W N44°23'41"E N83°05'11"E S61°32'00"E S66°05'40"E N56°41'33"W N03°59'20"W N38°36'50"E S45°08'38"W S59°31'38"W N86°42'48"W N40°35'22"W N82°34'37"W S04°55'42"W S86°55'25"E N05°34'16"E START STATION END STATION 17+22.45, 12.00' L (PERTH) 17+49.68, 13.22' L (PERTH) 17+28.52, 12.00' R (PERTH) 17+68.58, 15.12' L (PERTH) 18+56.66, 45.84' L (PERTH) 65+16.01, 41.17' R (RIVER TERRACE (N)) 63+26.41, 18.00' R (RIVER TERRACE (N)) 64+65.32, 18.00' R (RIVER TERRACE (N)) 64+65.32, 18.00' R (RIVER TERRACE (N)) 19+81.17, 12.48' L (PERTH) 19+54.30, 20.00' L (PERTH) 19+81.17, 12.48' L (PERTH) 19+98.15, 12.00' L (PERTH) 19+97.16, 17.13' R (PERTH) 19+99.13, 16.95' R (PERTH) 19+75.17, 20.04' R (PERTH) 66+57.77, 21.00' L (RIVER TERRACE (S)) 66+57.77, 21.00' L (RIVER TERRACE (S)) 18+01.49, 15.83' R (PERTH) 17+46.45, 12.54' R (PERTH) 66+32.34, 16.83' R (RIVER TERRACE (S)) 66+32.34, 16.83' R (RIVER TERRACE (S)) 67+05.41, 12.00' R (RIVER TERRACE (S)) 68+45.65, 12.00' R (RIVER TERRACE (S)) 67+05.41, 12.00' R (RIVER TERRACE (S)) 67+46.83, 12.00' L (RIVER TERRACE (S)) 18+56.66, 45.84' L (PERTH) 65+16.01, 41.17' R (RIVER TERRACE (N)) 65+16.24, 31.80' L (RIVER TERRACE (N)) 19+54.30, 20.00' L (PERTH) 63+78.77, 18.00' L (RIVER TERRACE (N)) 65+16.24, 31.80' L (RIVER TERRACE (N)) 65+24.68, 0.00' (RIVER TERRACE (N)) 19+28.81, 0.00' (PERTH) 18+52.88, 0.00' (PERTH) 65+24.68, 0.00' (RIVER TERRACE (N)) 18+52.88, 0.00' (PERTH) 65+97.65, 0.00' (RIVER TERRACE (S)) 65+97.65, 0.00' (RIVER TERRACE (S)) 19+28.81, 0.00' (PERTH) SW R O Y R O G E R S R D . ( C . R . N O . 3 1 5 0 ) SW R I V E R T E R R A C E B L V D SW PERTH ROAD SW 1 6 5 T H A V E N U E KEY MAP N: \ p r o j \ 3 9 5 - 1 0 3 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s - C D S u b m i t t a l P H 2 A s b u i l t s \ 3 9 5 1 0 3 . ( C R 1 5 ) S T - R O U N D A B O U T C U R B - P H 2 P D M O D . d w g - S H E E T : CR 1 7 Fe b . 1 3 , 2 3 - 4: 2 9 P M br e t t REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KCS CONSTRUCTION 395-103 01/04/20221ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 2 RENEWS: JUNE 30, 2024 ROUNDABOUT CURB RETURN PERTH ROAD EASTERLY CR171 INCH = 10 FEET SCALE 010 5 10 ROUNDABOUT NE PLAN SCALE: 1" = 20' RI V E R T E R . N O R T H E L R Y SE E S H E E T CR 1 6 RIVER TER. SOUTHERLY SEE SHEET CR18 D D D 2+48 0+00 279.51 278.68 278.74 280.44 279.99 280.44 280.35 65+ 6 2 66+0 0 67+00 27 9 . 0 7 TC C7 C8 C9 C10 C11 C20 C19 STA=67+46.83 ELEV=281.30 STA=67+05.41 ELEV=280.89 STA=66+87.03 ELEV=280.70 STA=66+68.69 ELEV=280.52 STA=66+50.45 ELEV=280.30 STA=66+31.43 ELEV=279.73 ELEV=280.40 STA=67+24.58 ELEV=281.08 STA=67+02.32 ELEV=280.86 STA=66+79.73 ELEV=280.63 STA=66+57.77 ELEV=280.41 STA=18+52.88 ELEV=279.63 STA=65+99.19 ELEV=279.47 0. 0 % STA=66+44.71 ELEV=280.21 1/ 2 27 9 . 0 1 3/ 4 27 9 . 3 5 PRC 279 . 7 6 1/4 280 . 3 6 3/4 280 . 8 2 PC C 281 . 0 1 TC 28 1 . 4 2 1/2 280 . 6 4 1/2 278.59 1/4 279.41 PCC 280 . 3 1 3/4 280 . 6 3 1/2 280 . 9 3 1/4 281 . 1 9 TC 281 . 4 2 TC 279. 9 8 ( L P ) TC 279 . 9 4 SW 279.01 SW 281.00 3.7% GUT 279.69 GUT 279.77 GUT 279.70 GUT 279.89 1.5 % 1.5% 1. 5 % SW 279.80 SW 280.37 SW 280.36 SW 280.25 SW 279.96 SW 280.34 SW 280.19 SW 281.18 SW 280.86 SW 280.09 SW 280.33 SW 280.48 SW 280.14 2.0% 7.5 % 2.5% SW 280.71 SW 280.80 1. 5 % 3.8% 4.3% 3.8 % 7.5% 7.5% 1.5% 2. 8 %3.7%3.1% SW 280.68 3.7% 1.5% 1.9% 1.9% CURB RETURN TABLE CURVE C1 C2 C3 C4 C5 C6 C7 C8 C9 C10 C11 C12 C13 C14 C15 C16 C17 C18 C19 C20 LENGTH 75.87' 57.89' 5.51' 94.14' 27.26' 17.95' 92.94' 75.75' 42.67' 86.35' 105.60' 1.98' 13.13' 28.11' 33.57' 129.62' 50.79' 71.90' 49.94' 66.13' RADIUS 213.00' 75.00' 45.00' 200.00' 307.16' 300.00' 72.00' 1358.40' 412.00' 200.00' 75.00' 25.00' 300.00' 65.00' 45.00' 150.00' 38.00' 38.00' 38.00' 38.00' DELTA 20°24'26" 44°13'36" 7°00'37" 26°58'09" 5°05'07" 3°25'39" 73°57'21" 3°11'43" 5°56'02" 24°44'15" 80°40'12" 4°32'08" 2°30'28" 24°46'54" 42°44'15" 49°30'37" 76°35'13" 108°24'09" 75°18'05" 99°42'33" CHORD 75.46' 56.47' 5.50' 93.27' 27.25' 17.94' 86.62' 75.74' 42.65' 85.68' 97.09' 1.98' 13.13' 27.90' 32.79' 125.62' 47.10' 61.64' 46.42' 58.10' BEARING S31°03'38"E S19°09'04"E S06°28'03"W S23°27'26"W S40°06'17"W N44°23'41"E N83°05'11"E S61°32'00"E S66°05'40"E N56°41'33"W N03°59'20"W N38°36'50"E S45°08'38"W S59°31'38"W N86°42'48"W N40°35'22"W N82°34'37"W S04°55'42"W S86°55'25"E N05°34'16"E START STATION END STATION 17+22.45, 12.00' L (PERTH) 17+49.68, 13.22' L (PERTH) 17+28.52, 12.00' R (PERTH) 17+68.58, 15.12' L (PERTH) 18+56.66, 45.84' L (PERTH) 65+16.01, 41.17' R (RIVER TERRACE (N)) 63+26.41, 18.00' R (RIVER TERRACE (N)) 64+65.32, 18.00' R (RIVER TERRACE (N)) 64+65.32, 18.00' R (RIVER TERRACE (N)) 19+81.17, 12.48' L (PERTH) 19+54.30, 20.00' L (PERTH) 19+81.17, 12.48' L (PERTH) 19+98.15, 12.00' L (PERTH) 19+97.16, 17.13' R (PERTH) 19+99.13, 16.95' R (PERTH) 19+75.17, 20.04' R (PERTH) 66+57.77, 21.00' L (RIVER TERRACE (S)) 66+57.77, 21.00' L (RIVER TERRACE (S)) 18+01.49, 15.83' R (PERTH) 17+46.45, 12.54' R (PERTH) 66+32.34, 16.83' R (RIVER TERRACE (S)) 66+32.34, 16.83' R (RIVER TERRACE (S)) 67+05.41, 12.00' R (RIVER TERRACE (S)) 68+45.65, 12.00' R (RIVER TERRACE (S)) 67+05.41, 12.00' R (RIVER TERRACE (S)) 67+46.83, 12.00' L (RIVER TERRACE (S)) 18+56.66, 45.84' L (PERTH) 65+16.01, 41.17' R (RIVER TERRACE (N)) 65+16.24, 31.80' L (RIVER TERRACE (N)) 19+54.30, 20.00' L (PERTH) 63+78.77, 18.00' L (RIVER TERRACE (N)) 65+16.24, 31.80' L (RIVER TERRACE (N)) 65+24.68, 0.00' (RIVER TERRACE (N)) 19+28.81, 0.00' (PERTH) 18+52.88, 0.00' (PERTH) 65+24.68, 0.00' (RIVER TERRACE (N)) 18+52.88, 0.00' (PERTH) 65+97.65, 0.00' (RIVER TERRACE (S)) 65+97.65, 0.00' (RIVER TERRACE (S)) 19+28.81, 0.00' (PERTH) SW R O Y R O G E R S R D . ( C . R . N O . 3 1 5 0 ) SW R I V E R T E R R A C E B L V D SW PERTH ROAD SW 1 6 5 T H A V E N U E KEY MAP N: \ p r o j \ 3 9 5 - 1 0 3 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s - C D S u b m i t t a l P H 2 A s b u i l t s \ 3 9 5 1 0 3 . ( C R 1 5 ) S T - R O U N D A B O U T C U R B - P H 2 P D M O D . d w g - S H E E T : CR 1 8 Fe b . 1 3 , 2 3 - 4: 2 9 P M br e t t REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KCS CONSTRUCTION 395-103 01/04/20221ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 2 RENEWS: JUNE 30, 2024 ROUNDABOUT CURB RETURN RIVER TERR BLVD SOUTHERLY CR181 INCH = 10 FEET SCALE 010 5 10 ROUNDABOUT NE PLAN SCALE: 1" = 20' PERTH EASTERLY SEE SHEET CR17 P E R T H W E S T E R L Y SE E S H E E T CR 1 5 24.00' 23.00' 9. 0 0 ' TY P . 18.00' TYP. 9. 0 0 ' TY P . 18.00' TYP. 23.00' 15.00'15.00' 15.00'15.00' 54 . 0 0 ' 54 . 0 0 ' 2. 0 0 ' 2. 0 0 ' 1. 0 3 ' 1. 0 3 ' TYP. TYP.TYP. 2 5 2 1 3 TYP. 3 TYP. 24 . 0 0 ' 12 . 0 0 ' 12 . 0 0 ' 24.00' 71 . 0 0 ' 24.00' 19 . 0 0 ' 4. 5 0 ' 0. 5 0 ' 1. 5 0 ' R=5.50 R=28.50 R=28.50 R=5.50 6 CONSTRUCT FIRE TRUCK TURN AROUND PER DETAIL 165, SEE SHEET D2.02. SEE FIRE TURNAROUND SECTION ON D2.01 SW R O Y R O G E R S R D . ( C . R . N O . 3 1 5 0 ) SW R I V E R T E R R A C E B L V D SW PERTH ROAD SW 1 6 5 T H A V E N U E KEY MAP N: \ p r o j \ 3 9 5 - 1 0 3 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s - C D S u b m i t t a l P H 2 A s b u i l t s \ 3 9 5 1 0 3 . ( C R 1 9 ) P A R K I N G L O T D I M E N S I O N - P H 2 P D M O D . d w g - S H E E T : CR 1 9 Fe b . 1 3 , 2 3 - 4: 3 0 P M br e t t REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KCS CONSTRUCTION 395-103 01/04/20221ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 2 RENEWS: JUNE 30, 2024 PARKING LOT & FIRE TURNAROUND DIMENSION PLAN CR19PARKING LOT DIMENSION PLAN SCALE: 1" = 10' 1 INCH = 10 FEET SCALE 010 5 10FIRE TURNAROUND DIMENSION PLAN SCALE: 1" = 10' 1 SITE NOTES: CONSTRUCT AC PAVEMENT SECTION PER DETAIL 1, SEE SHEET D2.01. CONSTRUCT STANDARD CURB PER DETAIL 125, SEE SHEET D2.01. CONSTRUCT 6" THICK SIDEWALK PER DETAIL 120, SEE SHEET D2.01. INSTALL 4" WIDE WHITE PAINT PARKING STRIPE CONSTRUCT COMMERCIAL DRIVEWAY PER DETAIL 143, SHEET D2.01. SEE TABLE THIS SHEET FOR DRIVEWAY INFORMATION. 2 3 5 EXISTING RIGHT-OF-WAY PROPOSED RIGHT-OF-WAY PROPOSED PUBLIC SIDEWALK PROPOSED A.C. PAVING LEGEND PROPOSED PRIVATE SIDEWALK PROPOSED STANDARD CURB PROPOSED CENTERLINE PROPOSED PUBLIC UTILITY EASEMENT PROPOSED PROPERTY LINE PROPOSED MOUNTABLE CURB PROPOSED ADA ROUTE PROPOSED LOCK-N-LOAD RETAINING WALL PROPOSED GRAVEL 6 N: \ p r o j \ 3 9 5 - 1 0 3 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s - C D S u b m i t t a l P H 2 A s b u i l t s \ 3 9 5 1 0 3 . ( D 2 . 0 1 ) S T R E E T D E T A I L S - P H 2 P D M O D . d w g - S H E E T : D2 . 0 1 Fe b . 1 3 , 2 3 - 4: 3 0 P M br e t t REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KCS CONSTRUCTION 395-103 01/04/20221ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 2 RENEWS: JUNE 30, 2024 STREET DETAILS D2.01 PAVEMENT SECTION NOT TO SCALE COMPACTED SUBGRADE SOILS 95% OF MODIFIED PROCTOR BASE ROCK BASE 95% OF MODIFIED PROCTOR ASTM D1557 SEE PAVEMENT SECTION TABLE DENSE GRADED HMAC SEE PAVEMENT SECTION TABLE WET WEATHER SECTION: 6" OVER-EXCAVATION TO ACCOMMODATE A WORKING SUBBASE OF ADDITIONAL 1-1/2"-0 CRUSHED ROCK. MIRAFI 500X GEOTEXTILE FABRIC OR EQUIV. SHALL BE PLACED ON SUBGRADE PRIOR TO ROCK. PAVEMENT SECTION TABLE PAVEMENT BASE ROCK THICKNESS ROAD CLASSIFICATION HMAC CLASSIFICATION HMAC THICKENESS TOTAL (3/4"-0) LEVELING COURSE (1 1/2"-0) AGGREGATE BASE LOCAL LEVEL 2, 1/2" DENSE 4" - TWO LIFTS 10"2"8" NEIGHBORHOOD COLLECTOR LEVEL 2, 1/2" DENSE 7" - THREE LIFTS 10"2"8" COLLECTOR LEVEL 2, 1/2" DENSE 5" - TWO LIFTS 10"2"8" NEIGHBORHOOD ROUTE LEVEL 2, 1/2" DENSE 5" - TWO LIFTS 10"2"8" ROUNDABOUT LEVEL 2, 1/2" DENSE 7" - THREE LIFTS 10""2"8" ALLEY LEVEL 2, 1/2" DENSE 4" - TWO LIFTS 8"2"6" FIRE TURNAROUND LEVEL 2, 1/2" DENSE 4" - TWO LIFTS 10"2"8" 1 2 3 4 5 6 N: \ p r o j \ 3 9 5 - 1 0 3 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s - C D S u b m i t t a l P H 2 A s b u i l t s \ 3 9 5 1 0 3 . ( D 2 . 0 1 ) S T R E E T D E T A I L S - P H 2 P D M O D . d w g - S H E E T : D2 . 0 2 Fe b . 1 3 , 2 3 - 4: 3 0 P M br e t t REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KCS CONSTRUCTION 395-103 01/04/20221ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 2 RENEWS: JUNE 30, 2024 STREET DETAILS D2.02 PT 3/4Δ 1/2Δ 1/4Δ (HIGH SIDE) (LOW SIDE) 2% MAX. 2% M A X . LANDING 5' X 5' MIN. 5% 2% 8. 3 % MA X 8.3% MAX SEE PLANS FOR SIDEWALK WIDTH (REFER TO DETAIL BY JURISDICTION) CONCRETE PEDESTRIAN CURB (TYP.) 5' 5' OPTIONAL PARALLEL RAMP AS NEEDED PC PEDESTRIAN CROSSWALK LANDING 5' X 5' MIN. 2% M A X . 2% M A X . PEDESTRIAN CROSSWALK N: \ p r o j \ 3 9 5 - 1 0 3 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s - C D S u b m i t t a l P H 2 A s b u i l t s \ 3 9 5 1 0 3 . ( D 2 . 0 1 ) S T R E E T D E T A I L S - P H 2 P D M O D . d w g - S H E E T : D2 . 0 3 Fe b . 1 3 , 2 3 - 4: 3 0 P M br e t t REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KCS CONSTRUCTION 395-103 01/04/20221ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 2 RENEWS: JUNE 30, 2024 STREET DETAILS D2.03CURB RAMP NOT TO SCALE1REMOVABLE BOLLARD NOT TO SCALE2 MOUNTABLE CURB NOT TO SCALE3 18" 12"6"1" FA C E O F C U R B 3- 1 / 8 " 5- 7 / 8 " 9" M I N . 3"R=1" R=1/2" R=3/4" 6" 1 1/2" 12" 18" FA C E O F C U R B 6" 1 1/2"R=1/2" 3" 9" M I N . R=3/4" 6" 1" 6- 1 / 2 " R=1" R=3/4" 2/ 1 / 4 " 3/4" 1/8" R=1/4" 3/4" 1/2" 2- 1 / 4 " R=3/4" R=1/4" 2- 1 / 2 " COMPACTED CRUSHED ROCK 4" MI N . 4" MI N . MOUNTABLE CURB TYPE 'A' ARE TO BE CONSTRUCTED AT INTERVALS TRANSERVE CONTRACTION JOINTS MOUNTABLE CURB TYPE 'B' NOT TO EXCEED 12 FEET. CONCRETE SHALL BE 3000 PSI, 2-4 INCH SLUMP. NOTE: CRUSHED ROCK COMPACTED PATTERN: SD-12 (BELGIAN BLOCK) 4 SDCI 14.1 11+03.86, 30.50' L (PERTH) RIM/TC = 245.76 6 IE IN = 240.41 10.50 LF () @S=0.0800 10" IE OUT = 241.91 48.38 LF (PVC) @S=0.0125 SDCI 14.2 10+80.61, 18.49' R (PERTH) RIM/TC = 245.33 10" IE OUT = 240.86 20.08 LF (PVC) @S=0.0200 SDCI 14D.1 15+23.01, 18.50' L (PERTH) RIM/TC = 264.36 10" IE OUT = 259.03 17.41 LF (PVC) @S=0.1448 SDCI 14D.2 15+22.50, 18.50' R (PERTH) RIM/TC = 264.34 10" IE OUT = 259.02 19.69 LF (PVC) @S=0.1275 CLASS 'B' GRANULAR BACKFILL & BEDDING 210 220 230 240 250 260 270 280 290 210 220 230 240 250 260 270 280 290 0+75 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 8" DI WAT E R L I N E SANITARY SEWER 12 " I E I N = 2 3 8 . 5 0 ( W ) EX S D M H E X 1 4 ST A = 1 0 + 6 8 . 4 7 , 2 . 5 0 R ' (P E R T H ) ST A = 1 + 0 0 . 0 0 ( S D L N - 1 4 ) RI M = 2 4 5 . 1 3 10 " I E I N = 2 4 0 . 4 6 ( S E ) 21 " I E I N = 2 3 8 . 5 0 ( E ) 10 " I E I N = 2 4 1 . 3 1 ( N E ) 12 " I E I N = 2 3 8 . 5 0 ( W ) 24 " I E O U T = 2 3 7 . 3 1 ( S ) SD M H 1 4 B ST A = 1 3 + 9 7 . 0 6 , 2 . 5 1 ' R (P E R T H ) 21 " I E I N = 2 4 5 . 9 2 ( E ) 12 " I E I N = 2 4 6 . 6 7 ( S ) 21 " I E O U T = 2 4 5 . 7 2 ( W ) ST A = 4 + 2 8 . 6 4 ( S D L N - 1 4 ) RI M = 2 6 1 . 1 6 SD M H 1 4 C ST A = 1 4 + 7 6 . 3 2 , 3 . 0 0 ' R (P E R T H ) 21 " I E I N = 2 5 5 . 2 6 ( E ) 15 " I E I N = 2 5 5 . 2 6 ( N ) 21 " I E O U T = 2 5 3 . 5 6 ( W ) ST A = 5 + 0 8 . 3 3 ( S D L N - 1 4 ) RI M = 2 6 2 . 6 4 SD M H 1 4 D ST A = 1 5 + 2 1 . 4 2 , 1 . 1 6 ' L (P E R T H ) 21 " I E I N = 2 5 6 . 5 1 ( N E ) 10 " I E I N = 2 5 6 . 5 1 ( N ) 10 " I E I N = 2 5 6 . 5 1 ( S E ) 21 " I E O U T = 2 5 6 . 3 1 ( W ) ST A = 5 + 5 3 . 7 1 ( S D L N - 1 4 ) RI M = 2 6 4 . 2 1 SD M H 1 4 E ST A = 1 6 + 0 7 . 7 1 , 0 . 9 9 ' R (P E R T H ) 18 " I E I N = 2 5 8 . 1 4 ( N E ) 21 " I E O U T = 2 5 7 . 8 9 ( S W ) ST A = 6 + 3 9 . 8 1 ( S D L N - 1 4 ) RI M = 2 6 8 . 6 3 SD M H 1 4 G ST A = 1 6 + 8 7 . 9 4 , 0 . 0 0 ' (P E R T H ) 18 " I E I N = 2 6 0 . 7 4 ( N E ) 18 " I E O U T = 2 6 0 . 5 4 ( S W ) ST A = 7 + 2 0 . 0 0 ( S D L N - 1 4 ) RI M = 2 7 2 . 7 7 8" WT/12" SD 1.78' CLR 328.64 LF 21" (PVC) @ S=0.0220 79.70 LF 21" (PVC) @ S=0.0958 45.37 LF 21" (PVC) @ S=0.0232 86.10 LF 21" (PVC) @ S=0.0160 80.19 LF 18" (PVC) @ S=0.0300 139.60 LF 18" (PVC) @ S=0.0380 FINISH GRADE @ STORM CENTERLINE EXISTING GROUND @ STORM CENTERLINE STORM LATERAL, TYP SANITARY LATERAL, TYP 24 5 . 4 24 6 . 3 25 3 . 1 25 4 . 9 DCO DCO W PG E644 PGE1730 PGE1730 PGE1730 PGE1730 PGE644 W W W W W W PGE 5106PG E 510 6 D SD SD SD SD SD SD SD SD SD SD SD SS SS SS SS SS SS SS SS SS TRACT DD XS S XS S XS S W W W W W W W W W W W W W W W 124 125 127 128 129 130 131 132 133 126SD SDCI 14.2 SDCI 14.1 EX SDMH #EX 14 SDMH 14B SDMH 14C SDMH 14D SDCI 14D.1 SDCI 14D.2 SDMH 14E SDMH 14G SDMH 14H SDCI 14H.2 SS SS SS SS SS SS SS SS SS SS SS SS SSSSSSSS SS SS SS SS SS SS SS SS SS SS 6.00' PUE, TYP. 6.00' PUE, TYP. SW R O Y R O G E R S R D . ( C . R . N O . 3 1 5 0 ) SW DEVLIN COURT SW PERTH ROAD SW 1 6 8 T H A V E N U E TYP. SDLN - 1 4 SDLN-14 SDLN-27 SDL N - 1 4 SD L N - 1 5 11 + 0 0 12 + 0 0 18 + 0 0 19+0019+10 11+00 12+00 13+00 14+00 15+00 16+0 0 17+ 0 0 18+ 0 0 18 + 0 0 19+00 20+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+0 0 1+ 0 0 2+ 0 0 3+ 0 0 1+ 0 0 2+ 0 0 1+00 2+002+14 75 + 0 0 76 + 0 0 77 + 0 0 78 + 0 0 23A1A 3B 1 1 3F 1 1 13E 1 3B REFER TO SHEET 318 FOR STORM POND DESIGN 2A 18 18 SS SS W 18.A 18.A STORM LATERAL TABLE LOT # 124 125 **126 127 128 129 130 131 132 **133 140 139 138 STATION 4+51.45 (SDLN-14) 4+85.20 (SDLN-14) 5+19.56 (SDLN-14) 5+38.92 (SDLN-14) 5+65.24 (SDLN-14) 5+96.15 (SDLN-14) 6+27.31 (SDLN-14) 6+58.70 (SDLN-14) 6+81.27 (SDLN-14) 7+27.30 (SDLN-14) 1+44.54 (SDLN-14) 1+54.54 (SDLN-14) 2+12.54 (SDLN-14) LENGTH 36.09' 35.92' 35.79' 36.49' 38.08' 38.59' 36.74' 36.87' 37.67' 36.18' 53.50' 53.49' 53.48' SLOPE 24.48% 16.99% 7.90% 8.04% 7.77% 5.35% 3.17% 17.25% 17.94% 21.24% 8.52% 8.91% 13.99% IE @ LOT 257.57 258.12 258.95 259.52 260.77 262.21 263.68 265.56 266.64 269.20 244.66 245.09 249.08 25.31%37.72'258.14 37.75'12.32%261.12 39.55'11.78%261.98 13.57%263.05 6+24.60 (SDLN-14)35.06'14.46%263.34 18.65%266.08 SW R O Y R O G E R S R D . ( C . R . N O . 3 1 5 0 ) SW R I V E R T E R R A C E B L V D SW PERTH ROAD SW 1 6 5 T H A V E N U E KEY MAP N: \ p r o j \ 3 9 5 - 1 0 3 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s - C D S u b m i t t a l P H 2 A s b u i l t s \ 3 9 5 1 0 3 . ( 3 0 1 ) S D - S D L N - 1 4 - P H 2 P D M O D . d w g - S H E E T : 30 1 Fe b . 1 3 , 2 3 - 4: 3 1 P M br e t t REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KCS CONSTRUCTION 395-103 01/04/20221ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 2 RENEWS: JUNE 30, 2024 SDLN-14 STORM PLAN & PROFILE 3011 INCH = 50 FEET 50 25 50 SCALE 0 GENERAL NOTES: 1.ITALIC STATION LABELS INDICATE PIPE STATIONING. 2.ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE NOTED. SDLN14 PLAN SCALE: 1" = 50' SDLN14 PROFILE HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 10' SDL N - 1 4 SEE SH E E T 302 INLET DATA: 3A 3B STORM NOTES: INSTALL STORM MANHOLE PER CWS NO. 010, SHEET D3.01. CORE INTO EXISTING MANHOLE #14 FOR 21" AND 10" STORM LINE CONNECTIONS. ADJUST RIM AS NEEDED TO MATCH FINAL STREET GRADE. INSTALL 6" PVC STORM SEWER LATERAL @ S=0.0200 MIN. PER CWS DWG NO. 520, SHEET D3.03. SEE TABLE THIS SHEET FOR LATERAL INFORMATION. INSTALL 6" PVC STORM SEWER LATERAL @ S=0.0200 MIN. FOR FRENCH DRAIN BEHIND SIDEWALK, PER CWS DWG NO. 520, SHEET D3.03. CITY INSPECTOR INSPECTION DURING INSTALLATION. INSTALL INLET CATCH BASIN (CG-30) PER CWS DWG NO. 330, SHEET D3.02. SEE TABLE THIS SHEET FOR INLET INFORMATION. CONSTRUCT 1' WIDE FRENCH DRAIN ALONG THE BACK OF SIDEWALK, DRAIN TO LATERAL CONNECTING TO SDCI 14.1. SEE DETAIL 1, SHEET DTL3.05 CONSTRUCT TEMPORARY 1' WIDE FRENCH DRAIN 20' OFF FROM BACK OF SIDEWALK, DRAIN TO LATERAL CONNECTING TO SDCI 14.1. SEED DETAIL 1, SHEET DTL3.05 3E 3F SDLN-30 SEE SHEET 320 **BROKEN/MISSING LATERAL BOARD 18 1 2 3 1A 2A 18A SDCI 14H.1 18+14.81, 27.53' L (PERTH) RIM/TC = 278.52 10" IE OUT = 271.38 28.94 LF (PVC) @S=0.1645 SDCI 14J.1 19+83.47, 13.87' L (PERTH) RIM/TC = 280.27 10" IE OUT = 275.00 10.62 LF (PVC) @S=0.1884 SDCI 14J.2 19+85.21, 20.23' R (PERTH) RIM/TC = 280.17 10" IE OUT = 273.48 23.54 LF (PVC) @S=0.0203 SDCI 14L.1 21+73.80, 19.44' L (PERTH) RIM/TC = 290.67 10" IE OUT = 286.09 19.40 LF (PVC) @S=0.1402 SDCI 14L.2 21+52.46, 19.56' R (PERTH) RIM/TC = 289.23 10" IE OUT = 284.26 28.73 LF (PVC) @S=0.0200 SDCI 14H.2 18+15.09, 19.52' R (PERTH) RIM/TC = 278.70 10" IE OUT = 271.56 24.45 LF (PVC) @S=0.2021 SDCI 14JJ.1 9+73.89, 29.98' L (SDLN-14) RIM/TC = 278.70 10" IE OUT = 274.85 30.00 LF (PVC) @S=0.0675 0.2151 0.1790 0.0331 274.0 0.1224 283.7 230 240 250 260 270 280 290 300 310 320 230 240 250 260 270 280 290 300 310 320 8+00 9+00 10+00 11+00 12+00 13+00 14+00 CLASS 'B' GRANULAR BACKFILL & BEDDING SANITAR Y S E W E R 8" DI WATER SD M H 1 4 H ST A = 1 8 + 2 7 . 5 3 , 1 . 5 3 ' L (P E R T H ) 18 " I E I N = 2 6 6 . 2 5 ( N E ) 10 " I E I N = 2 6 6 . 6 2 ( S ) 10 " I E I N = 2 6 6 . 6 2 ( W ) 18 " I E O U T = 2 6 6 . 0 5 ( S W ) ST A = 8 + 5 9 . 6 0 ( S D L N - 1 4 ) RI M = 2 7 8 . 9 5 SD M H 1 4 I ST A = 1 8 + 8 7 . 0 3 , 2 . 1 3 ' L (P E R T H ) 12 " I E I N = 2 6 9 . 2 6 ( N E ) 18 " I E I N = 2 6 9 . 8 3 ( N W ) 12 " I E I N = 2 6 7 . 6 4 ( S E ) 18 " I E O U T = 2 6 7 . 4 4 ( S W ) ST A = 9 + 1 9 . 1 0 ( S D L N - 1 4 ) RI M = 2 8 3 . 9 8 SD M H 1 4 J ST A = 1 9 + 8 4 . 5 7 , 3 . 3 1 ' L (P E R T H ) 12 " I E I N = 2 7 3 . 0 0 ( N E ) 10 " I E I N = 2 7 3 . 0 0 ( S E ) 10 " I E I N = 2 7 3 . 0 0 ( N W ) 12 " I E O U T = 2 7 2 . 8 0 ( S W ) ST A = 1 0 + 1 6 . 6 9 ( S D L N - 1 4 ) RI M = 2 8 0 . 0 6 SD M H 1 4 K ST A = 2 0 + 8 1 . 9 1 , 2 . 0 0 ' L (P E R T H ) 12 " I E I N = 2 7 6 . 9 4 ( N E ) 12 " I E I N = 2 7 7 . 9 4 ( W ) 12 " I E O U T = 2 7 6 . 7 4 ( S W ) ST A = 1 1 + 1 4 . 0 4 ( S D L N - 1 4 ) RI M = 2 8 5 . 2 8 SD M H 1 4 L ST A = 2 1 + 7 4 . 0 4 , 0 . 0 4 ' L (P E R T H ) 12 " I E I N = 2 8 3 . 2 0 ( N E ) 10 " I E I N = 2 8 3 . 3 7 ( N W ) 10 " I E I N = 2 8 3 . 6 9 ( S ) 12 " I E O U T = 2 8 3 . 0 0 ( S W ) ST A = 1 2 + 0 6 . 1 7 ( S D L N - 1 4 ) RI M = 2 9 0 . 6 6 SD M H 1 4 M ST A = 2 2 + 2 6 . 9 6 , 2 . 3 1 ' L (P E R T H ) 12 " I E I N = 2 8 7 . 0 5 ( E ) 12 " I E O U T = 2 8 6 . 8 7 ( S W ) ST A = 1 2 + 5 9 . 2 6 ( S D L N - 1 4 ) RI M = 2 9 4 . 2 4 SD M H 1 4 N ST A = 2 3 + 4 0 . 5 0 , 3 . 1 3 ' L (P E R T H ) 12 " I E I N = 2 9 3 . 2 2 ( E ) 12 " I E I N = 2 9 3 . 2 2 ( N ) 12 " I E O U T = 2 9 3 . 0 2 ( W ) ST A = 1 3 + 7 3 . 2 4 ( S D L N - 1 4 ) RI M = 3 0 0 . 7 8 18" WT/12" SD 3.45' CLR 16" WT/12" SD 3.74' CLR SD M H 1 4 J J ST A = 1 9 + 4 0 . 5 9 , 2 . 7 0 ' L (P E R T H ) 12 " I E I N = 2 7 1 . 4 0 ( N E ) 10 " I E I N = 2 7 2 . 8 2 ( N W ) 12 " I E O U T = 2 7 1 . 2 0 ( S W ) ST A = 9 + 7 2 . 7 0 ( S D L N - 1 4 ) RI M = 2 7 9 . 2 4 10"SD/8" SS 2.38' CLR FINISH GRADE @ STORM CENTERLINE EXISTING GROUND @ STORM CENTERLINE PROPOSED 16" WATERLINE PROPOSED 16" WATERLINE 139.60 LF 18" (PVC) @ S=0.0380 59.51 LF 18" (PVC) @ S=0.0200 53.60 LF 12" (PVC) @ S=0.0363 97.35 LF 12" (PVC) @ S=0.0384 92.12 LF 12" (PVC) @ S=0.0658 53.09 LF 12" (PVC) @ S=0.0691 113.99 LF 12" (PVC) @ S=0.0524 47.69 LF 12" (PVC) @ S=0.0247 43.99 LF 12" (PVC) @ S=0.0317 26 6 . 3 26 5 . 7 26 5 . 8 28 1 . 2 26 7 . 9 0.0276 27 2 . 7 27 2 . 7 27 6 . 5 27 7 . 5 28 3 . 2 28 2 . 6 28 4 . 1 28 6 . 5 29 2 . 9 29 2 . 9 29 2 . 5 0.0478 0.0622 0.0321 27 1 . 0 27 0 . 8 0.0539 0.0409 PGE1730 PGE1730 PGE644 PGE577 PGE 5106 PGE1730 PGE1730 PGE1730 PGE1730 PGE1730 PGE644 PGE1730 PGE1730 PGE1730 PGE644 PGE1730 PGE1730 SDLN- 1 4 SD SD SD SD SD SD SD SD SD SD SD SD SD SS SS SS SS SS SS SS SS SS SS SS SS SS SS TRACT Q 91 TRA C T R TRACT S 87 88 89 92 93 SDMH 14L SDMH 14M SDMH 14N 1 1 1 SDL N - 2 5 W W W W W W W W W WWWWW W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W 99 103 101 102 100 TR A C T T 97 9895 96 104 105 SDSDSD SD SS SSSSSS SS SS SDCI 14H.1 SDMH 14H SDMH 14I SDMH 20A SDCI 14J.2 SDMH 14J SDCI 14J.1 SDMH 14K SDCI 14L.2 SDCI 14L.1 SDCI 14H.2 SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSSSS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSSSS SS SS SS SS 6.0 0 ' PUE , T Y P . 8.00' PUE, TYP. 3.0 0 ' PUE , T Y P . 6.00' PUE, TYP. 6.00' PUE, TYP. SW P E R T H R O A D SW C H E T C O C O U R T SW PE R T H R O A D SW R I V E R T E R R B L V D SW R U B I C O N L A N E SDLN-14 SDL N - 2 6 SD L N - 2 1 SD L N - 2 0 SDL N - 2 4 SDLN-14 18+00 19+00 20+00 21+00 22+00 23+00 24+ 0 0 11+ 0 0 8+00 9+00 10+00 11+00 12+00 13+00 14+0 0 1+ 0 0 2+ 0 0 3+ 0 0 1+ 0 0 2+ 0 0 2+0 0 1+0 0 2+0 0 1+ 0 0 2+0 0 2+2 5 1 3F 3E 13D 13B 3A 3C 1 SDMH 14JJ 1 3G SDCI 14JJ.1 SS SS 90 SW R O Y R O G E R S R D . ( C . R . N O . 3 1 5 0 ) SW R I V E R T E R R A C E B L V D SW PERTH ROAD SW 1 6 5 T H A V E N U E KEY MAP N: \ p r o j \ 3 9 5 - 1 0 3 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s - C D S u b m i t t a l P H 2 A s b u i l t s \ 3 9 5 1 0 3 . ( 3 0 1 ) S D - S D L N - 1 4 - P H 2 P D M O D . d w g - S H E E T : 30 2 Fe b . 1 3 , 2 3 - 4: 3 1 P M br e t t REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KCS CONSTRUCTION 395-103 01/04/20221ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 2 RENEWS: JUNE 30, 2024 SDLN-14 STORM PLAN & PROFILE 3021 INCH = 50 FEET 50 25 50 SCALE 0 GENERAL NOTES: 1.ITALIC STATION LABELS INDICATE PIPE STATIONING. 2.ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE NOTED. SDLN14 PROFILE HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 10' SDL N - 1 4 SEE SH E E T 303 INLET DATA: 3A STORM NOTES: INSTALL STORM MANHOLE PER CWS NO. 010, SHEET D3.01. INSTALL 6" PVC STORM SEWER LATERAL @ S=0.0200 MIN. PER CWS DWG NO. 520, SHEET D3.02. SEE TABLE THIS SHEET FOR LATERAL INFORMATION. INSTALL INLET CATCH BASIN (CG-30) PER CWS DWG NO. 330, SHEET D3.02. SEE TABLE THIS SHEET FOR INLET INFORMATION. SD L N - 1 4 SE E S H E E T 30 1 SDLN-20 SEE SHEET 308 SDLN-21 SEE SHEET 310 SDL N - 2 5 SEE SH E E T 314 SDLN14 PLAN SCALE: 1" = 50' 3B 3C 3D 3E 3F SDLN-26 SEE SHEET 315 3G27 7 . 9 26 6 . 2 1 2 3 SDCI 14O.1 10+51.62, 15.50' L (165TH S) RIM/TC = 301.80 10" IE OUT = 297.23 18.50 LF (PVC) @S=0.1314 SDCI 14O.2 10+51.62, 15.50' R (165TH S) RIM/TC = 301.80 10 IE IN = 297.00 28.98 LF (PVC) @S=0.0794 12" IE OUT = 296.80 12.50 LF (PVC) @S=0.1600 SDCI 14O.3 23+70.40, 21.60' L (PERTH) RIM/TC = 301.80 10" IE OUT = 299.30 28.98 LF (PVC) @S=0.0794 SDCI 14P.1 11+53.11, 15.50' R (165TH S) RIM/TC = 306.33 10" IE OUT = 302.24 12.73 LF (PVC) @S=0.2805 SDCI 14P.2 11+94.45, 15.50' L (165TH S) RIM/TC = 308.33 10" IE OUT = 304.00 47.50 LF (PVC) @S=0.0905 296.4 296.4 0.176 250 260 270 280 290 300 310 320 330 340 250 260 270 280 290 300 310 320 330 340 13+50 14+00 15+00 16+00 17+00 18+00 CLASS 'B' GRANULAR BACKFILL & BEDDING 8" DI WAT E R L I N E SANITARY SEWER SD M H 1 4 O ST A = 1 0 + 5 1 . 6 2 , 3 . 0 0 ' R (1 6 5 T H S ) 12 " I E I N = 2 9 4 . 6 0 ( N ) 10 " I E I N = 2 9 4 . 8 0 ( W ) 12 " I E I N = 2 9 4 . 8 0 ( E ) 12 " I E O U T = 2 9 4 . 4 0 ( S ) ST A = 1 4 + 2 0 . 9 4 ( S D L N - 1 4 ) RI M = 3 0 1 . 6 0 SD M H 1 4 P ST A = 1 1 + 5 0 . 7 0 , 3 . 0 0 ' R (1 6 5 T H S ) 12 " I E I N = 2 9 8 . 0 0 ( N ) 12 " I E I N = 2 9 7 . 0 4 ( W ) 10 " I E I N = 2 9 8 . 6 7 ( E ) 10 " I E I N = 2 9 9 . 7 0 ( N W ) 12 " I E O U T = 2 9 6 . 8 4 ( S ) ST A = 1 5 + 2 0 . 0 2 ( S D L N - 1 4 ) RI M = 3 0 6 . 0 2 SD M H 1 4 Q ST A = 1 3 + 5 2 . 5 1 , 3 . 0 0 ' R (1 6 5 T H S ) 6" I E I N = 3 1 0 . 2 4 ( E ) 12 " I E O U T = 3 0 8 . 6 3 ( S ) ST A = 1 7 + 2 1 . 8 3 ( S D L N - 1 4 ) RI M = 3 1 5 . 4 5 SD M H 1 4 N ST A = 1 0 + 0 3 . 9 2 , 3 . 0 0 ' R (1 6 5 T H S ) 12 " I E I N = 2 9 3 . 2 2 ( E ) 12 " I E I N = 2 9 3 . 2 2 ( N ) 12 " I E O U T = 2 9 3 . 0 2 ( W ) ST A = 1 3 + 7 3 . 2 4 ( S D L N - 1 4 ) RI M = 3 0 0 . 7 8 8" WT/12" SD 4.13' CLR FINISH GRADE @ STORM CENTERLINE EXISTING GROUND @ STORM CENTERLINE STORM LATERAL, TYP SANITARY LATERAL, TYP 99.08 LF 12" (PVC) @ S=0.0226 201.81 LF 12" (PVC) @ S=0.0527 PROPOSED WATERLINE 47.69 LF 12" (PVC) @ S=0.0247 29 2 . 5 29 2 . 9 29 2 . 9 29 4 . 0 29 4 . 2 29 4 . 4 29 4 . 1 29 6 . 5 29 9 . 2 29 6 . 7 29 7 . 6 0.0547 0.0242 0.0231 PGE577 PGE644 PGE1730 PGE1730PGE1730PGE1730 PGE1730 PGE1730 PGE233 PGE233 W W W W W WWWW W WW SD SD SD SD SD SD SD SD SD SD SD SS SS SS SS SS SS SS 57 587177 6.00' PUE, TYP. 3B 1 3A SDCI 14O.2 SDCI 14O.1 SDMH 14O SD L N - 2 5 SD L N - 1 4 3C WW W W W W W W WW W W W W W W W WWWWWWWW W W W W W W 103 102 74 104 105 SDMH 14P SDCI 14P.1 SDMH 14Q SDCI 14P.2 SDCI 14O.3 SC SS SS SS SS SS SS SS SS SS SS SS SC SS SS SS SS SS SS SS SS SS SS SS 6.00' PUE, TYP. 6.00' PUE, TYP. 6.00' PUE, TYP. 6.00' PUE, TYP. SW P E R T H R O A D SW 165TH AVENUE SW E V E R T O N S T R E E T SW P E R T H R O A D SW R U B I C O N L A N E SDLN-14 SD L N - 2 4 SD L N - 2 3 TYP. 29 + 0 0 30 + 0 0 23 + 0 0 24 + 0 0 11 + 0 0 13 + 0 0 14+00 15+00 16+00 17+00 17+35 6+ 0 0 2+ 0 0 1+ 0 0 2+ 0 0 2+ 3 0 213D 1 3E 2A SC SS SS SS SS 90 76 75 7273 STORM LATERAL TABLE LOT # 72 73 74 75 76 STATION 17+21.83 (SDLN-14) 16+36.17 (SDLN-14) 15+51.17 (SDLN-14) 14+83.17 (SDLN-14) 14+32.94 (SDLN-14) LENGTH 30.00' 30.00' 30.00' 30.00' 30.00' SLOPE 4.44% 6.00% 7.91% 9.62% 6.28% IE @ LOT 311.57 306.17 302.27 299.14 297.00 35.29' 37.45'10.90%298.72 31.14' 10.87% 4.72% 13.47% 313.50 305.63 303.78 SW R O Y R O G E R S R D . ( C . R . N O . 3 1 5 0 ) SW R I V E R T E R R A C E B L V D SW PERTH ROAD SW 1 6 5 T H A V E N U E KEY MAP N: \ p r o j \ 3 9 5 - 1 0 3 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s - C D S u b m i t t a l P H 2 A s b u i l t s \ 3 9 5 1 0 3 . ( 3 0 1 ) S D - S D L N - 1 4 - P H 2 P D M O D . d w g - S H E E T : 30 3 Fe b . 1 3 , 2 3 - 4: 3 2 P M br e t t REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KCS CONSTRUCTION 395-103 01/04/20221ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 2 RENEWS: JUNE 30, 2024 SDLN-14 STORM PLAN & PROFILE 3031 INCH = 50 FEET 50 25 50 SCALE 0 GENERAL NOTES: 1.ITALIC STATION LABELS INDICATE PIPE STATIONING. 2.ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE NOTED. SDLN14 PROFILE HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 10' INLET DATA: 3A 3B STORM NOTES: INSTALL STORM MANHOLE PER CWS NO. 010, SHEET D3.01. INSTALL 6" PVC STORM SEWER LATERAL @ S=0.0200 MIN. PER CWS DWG NO. 520, SHEET D3.02. SEE TABLE THIS SHEET FOR LATERAL INFORMATION. INSTALL 6" PVC STORM SEWER LATERAL @ S=0.0200 MIN. PER CWS DWG NO. 520, SHEET D3.02. SEE TABLE THIS SHEET FOR LATERAL INFORMATION. INSTALL A SAND COLLAR AT MANHOLE CONNECTION PER CWS DWG NO. 030 SEE SHEET D3.05. INSTALL INLET CATCH BASIN (CG-30) PER CWS DWG NO. 330, SHEET D3.02. SEE TABLE THIS SHEET FOR INLET INFORMATION. 3C SDLN-25 SEE SHEET 315 SDLN-14 SEE SHEET 302 SD L N - 5 SE E S H E E T 31 7 SDLN14 PLAN SCALE: 1" = 50' SDLN-24 SEE SHEET 313 SDLN-23 SEE SHEET 312 3D 3E 0.108 303.2 0.0842 301.4 0.2121 1 2 2A 3 CLASS 'B' GRANULAR BACKFILL & BEDDING EXISTING GROUND @ STORM CENTERLINE 220 230 240 250 260 270 280 290 300 220 230 240 250 260 270 280 290 300 0+001+002+003+004+005+006+006+50 67.88 LF 15" (PVC) @ S=0.0552 SD M H 1 4 C ST A = 9 + 9 7 . 0 1 , 3 . 0 7 ' R (1 6 8 T H ) 21 " I E I N = 2 5 5 . 2 6 ( E ) 15 " I E I N = 2 5 5 . 2 6 ( N ) 21 " I E O U T = 2 5 3 . 5 6 ( W ) ST A = 1 + 0 0 . 0 0 ( S D L N - 1 5 ) RI M = 2 6 2 . 6 4 SD M H 1 5 A ST A = 1 0 + 6 4 . 8 9 , 3 . 8 8 ' R (1 6 8 T H ) 10 " I E I N = 2 5 9 . 2 0 ( E ) 10 " I E I N = 2 5 9 . 2 0 ( W ) 15 " I E O U T = 2 5 9 . 0 0 ( S ) ST A = 1 + 6 7 . 8 8 ( S D L N - 1 5 ) RI M = 2 6 5 . 0 1 FINISH GRADE @ STORM CENTERLINE 8" DI W A T E R L I N E IN S I D E D R O P IN S I D E D R O P 8" WT/12" SD 0.97' CLR W W W PGE SD SD SD SD SS SS SS SDCI 15A.1 SDMH 15A 1 3A 3B SDMH 14C1 W W 2A SD SS SS 14 + 5 0 10+00 11+0012+0013+00 14 + 0 0 13 + 0 0 14 + 0 0 15 + 0 0 4+ 0 0 5+00 6+ 0 0 1+00 2+003+004+00 5+ 0 0 127 128 126 SW P E R T H R O A D SD L N - 1 4 SD L N - 1 4 SDCI 15A.1 10+64.89, 15.50' L (168TH) RIM/TC = 265.22 10" IE OUT = 260.66 19.38 LF (PVC) @S=0.0753 SDCI 15A.2 10+64.89, 15.50' R (168TH) RIM/TC = 265.52 10" IE OUT = 260.69 11.62 LF (PVC) @S=0.1282 SW R O Y R O G E R S R D . ( C . R . N O . 3 1 5 0 ) SW R I V E R T E R R A C E B L V D SW PERTH ROAD SW 1 6 5 T H A V E N U E KEY MAP N: \ p r o j \ 3 9 5 - 1 0 3 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s - C D S u b m i t t a l P H 2 A s b u i l t s \ 3 9 5 1 0 3 . ( 3 0 4 ) S D - S D L N - 1 5 - P H 2 P D M O D . d w g - S H E E T : 30 4 Fe b . 1 3 , 2 3 - 4: 3 3 P M br e t t REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KCS CONSTRUCTION 395-103 01/04/20221ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 2 RENEWS: JUNE 30, 2024 SDLN-15 STORM PLAN & PROFILE 3041 INCH = 50 FEET 50 25 50 SCALE 0 GENERAL NOTES: 1.ITALIC STATION LABELS INDICATE PIPE STATIONING. 2.ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE NOTED. SDLN15 PLAN SCALE: 1" = 50' SDLN15 PROFILE HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 10' STORM NOTES: INSTALL STORM MANHOLE PER CWS NO. 010, SHEET D3.01. INSTALL 6" PVC STORM SEWER LATERAL @ S=0.0200 MIN. PER CWS DWG NO. 520, SHEET D3.02. SEE TABLE THIS SHEET FOR LATERAL INFORMATION. INSTALL 6" PVC STORM SEWER LATERAL @ S=0.0200 MIN. PER CWS DWG NO. 520, SHEET D3.02. SEE TABLE THIS SHEET FOR LATERAL INFORMATION. INSTALL A SAND COLLAR AT MANHOLE CONNECTION PER CWS DWG NO. 030 SEE SHEET D3.05. CITY INSPECTOR INSPECTION REQUIRED FOR INSTALLATION. INSTALL INLET CATCH BASIN (CG-30) PER CWS DWG NO. 330, SHEET D3.02. SEE TABLE THIS SHEET FOR INLET INFORMATION. 1 2 2A INLET DATA: 3A 3B SDLN-14 SEE SHEET 302 SDLN-14 SEE SHEET 301 3 SDCI 20A.1 66+45.34, 25.90' L (RIVER TERRACE (S)) RIM/TC = 280.09 10 IE IN = 275.29 38.80 LF () @S=0.0200 10" IE OUT = 275.09 34.15 LF (PVC) @S=0.1697 SDCI 20A.2 66+35.76, 17.89' R (RIVER TERRACE (S)) RIM/TC = 279.96 10" IE OUT = 274.96 14.08 LF (PVC) @S=0.0345 SDCI 20C.1 69+58.97, 13.50' L (RIVER TERRACE (S)) RIM/TC = 288.03 10" IE OUT = 285.39 24.07 LF (PVC) @S=0.0956 SDCI 20C.2 69+46.78, 13.50' R (RIVER TERRACE (S)) RIM/TC = 287.54 10" IE OUT = 284.54 12.68 LF (PVC) @S=0.1143 SDCI 20A.4 1+42.93, 47.60' L (SDLN-20) RIM/TC = 278.55 10" IE OUT = 276.06 38.80 LF () @S=0.0200 CLASS 'B' GRANULAR BACKFILL & BEDDING240 250 260 270 280 290 300 310 240 250 260 270 280 290 300 310 0+75 1+00 2+00 3+00 4+00 5+00 6+00 7+00 7+25 FINISH GRADE @ STORM CENTERLINE EXISTING GROUND @ STORM CENTERLINE SD M H 1 4 I ST A = 1 8 + 8 7 . 0 3 , 2 . 1 3 ' L (P E R T H ) 12 " I E I N = 2 6 9 . 2 6 ( N E ) 18 " I E I N = 2 6 9 . 8 3 ( N W ) 12 " I E I N = 2 6 7 . 6 4 ( S E ) 18 " I E O U T = 2 6 7 . 4 4 ( S W ) ST A = 1 + 0 0 . 0 0 ( S D L N - 2 0 ) RI M = 2 8 3 . 9 8 SD M H 2 0 A ST A = 6 6 + 3 0 . 3 3 , 4 . 9 7 ' R (R I V E R T E R R A C E ) 12 " I E I N = 2 6 9 . 2 9 ( S E ) 10 " I E I N = 2 7 4 . 4 7 ( S ) 10 " I E I N = 2 6 9 . 2 9 ( N E ) 12 " I E O U T = 2 6 9 . 0 9 ( N W ) ST A = 1 + 7 1 . 4 2 ( S D L N - 2 0 ) RI M = 2 7 9 . 5 6 SD M H 2 0 B ST A = 6 7 + 8 3 . 5 5 , 6 . 9 2 ' R (R I V E R T E R R A C E ) 12 " I E I N = 2 7 7 . 0 0 ( E ) 12 " I E O U T = 2 7 6 . 0 8 ( N W ) ST A = 3 + 2 6 . 0 7 ( S D L N - 2 0 ) RI M = 2 8 1 . 5 0 SD M H 2 0 C ST A = 6 9 + 4 1 . 0 2 , 2 . 1 2 ' R (R I V E R T E R R A C E ) 10 " I E I N = 2 8 3 . 0 9 ( S ) 10 " I E I N = 2 8 3 . 0 9 ( E ) 12 " I E O U T = 2 8 2 . 8 9 ( W ) ST A = 4 + 8 2 . 5 9 ( S D L N - 2 0 ) RI M = 2 8 7 . 0 9 71.42 LF 12" (PVC) @ S=0.0203 94.31 LF 12" (PVC) @ S=0.0431 156.53 LF 12" (PVC) @ S=0.0376 8" WT/12" SD 3.65' CLR PROPOSED 18" DI WATER PROPOSED 12" DI WATER SD M H 2 0 A . 3 ST A = 3 + 6 0 . 8 9 , 2 8 4 . 0 6 ' L (S D L N 2 8 ) 12 " I E I N = 2 7 3 . 5 5 ( S E ) 12 " I E I N = 2 7 3 . 5 5 ( N E ) 12 " I E O U T = 2 7 3 . 3 5 ( N W ) ?? ? RI M = 2 8 1 . 0 4 60.34 LF 12" (PVC) @ S=0.0419 28 1 . 2 26 7 . 9 27 5 . 8 28 2 . 6 28 2 . 8 28 2 . 7 0.0358 0.0373 PGE1730 PGE PGE644 PGE644 PGE5106 PGE1730 PGE1730 PG E 644 W W W W W WWW W W W W W W W W WW PGE5106 SD SD SD SD SD SD SS SS SS SS SS SS SS TRACT W TRACT X SDMH 20ASDCI 20A.2 SDCI 20A.1 W W W 1 SDMH 14I SDMH 20B SDCI 20C.2 SDMH 20C SDCI 20C.1 1 1 1 3A 3B 3C 3D 8.00' PUE, TYP. WALL EASEMENT WALL EASEMENT 8.00' PUE, TYP. SDMH 14H W WWW W W W SW RIVER TERR BLVD SDLN - 2 0 SDLN-20 SD L N - 1 4 SDLN - 2 1 SD L N - 1 4 18 + 0 0 19 + 0 0 20 + 0 0 8+ 0 0 9+ 0 0 10+ 0 0 1+00 2+00 3+00 4+00 5+00 6+00 6+31 1+00 2+00 5+3 1 5+0 0 SW P E R T H R D CATCH BASIN LEAD ABOVE WATER MAINSWW 65+00 65+63 65+62 66+00 67+00 68+00 69+00 70+00 71+0 0 W W W WW 95 96 109 TRACT V 118 117TRACT AA SD SD SD SS SS SSSS TR A C T U SD L N - 1 4 1 SDMH 20A.3 3E SDCI 20A.4 SW R O Y R O G E R S R D . ( C . R . N O . 3 1 5 0 ) SW R I V E R T E R R A C E B L V D SW PERTH ROAD SW 1 6 5 T H A V E N U E KEY MAP N: \ p r o j \ 3 9 5 - 1 0 3 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s - C D S u b m i t t a l P H 2 A s b u i l t s \ 3 9 5 1 0 3 . ( 3 0 8 ) S D - S D L N - 2 0 - P H 2 P D M O D . d w g - S H E E T : 30 8 Fe b . 1 3 , 2 3 - 4: 3 4 P M br e t t REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KCS CONSTRUCTION 395-103 01/04/20221ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 2 RENEWS: JUNE 30, 2024 1 INCH = 50 FEET 50 25 50 SCALE 0 GENERAL NOTES: 1.ITALIC STATION LABELS INDICATE PIPE STATIONING. 2.ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE NOTED. SDLN20 PLAN SCALE: 1" = 50' SDLN20 PROFILE HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 10' INLET DATA: 3A 3B STORM NOTES: INSTALL STORM MANHOLE PER CWS NO. 010, SHEET D3.01. INSTALL INLET CATCH BASIN (CG-30) PER CWS DWG NO. 330, SHEET D3.02. SEE TABLE THIS SHEET FOR INLET INFORMATION. 1 3 SDLN - 1 4 SEE SH E E T 302 3C 3D SDLN-14 SEE SHEET 303 SD L N - 2 1 SE E S H E E T 31 0 SDLN-28 SEE SHEET 316 SDLN-20 STORM PLAN & PROFILE 308 SDLN-28 SEE SHEET 320 3E SDCI 21H.1 24+32.53, 12.50' L (EVERTON) RIM = 310.49 10" IE OUT = 306.35 15.61 LF (PVC) @S=0.2037 SDCI 21H.2 24+32.61, 12.50' R (EVERTON) RIM = 310.49 10" IE OUT = 306.37 9.66 LF (PVC) @S=0.3312 270 280 290 300 310 320 330 340 270 280 290 300 310 320 330 340 7+008+009+0010+0011+0012+0013+00 SD M H 2 1 G ST A = 2 4 + 9 2 . 2 0 , 3 . 0 0 ' R (E V E R T O N ) 12 " I E I N = 3 0 0 . 1 2 ( E ) 12 " I E I N = 3 0 0 . 1 2 ( W ) 15 " I E O U T = 2 9 9 . 9 2 ( S ) ST A = 8 + 0 3 . 8 6 ( S D L N - 2 1 ) RI M = 3 0 9 . 7 4 SD M H 2 1 H ST A = 2 4 + 3 4 . 3 8 , 3 . 0 0 ' R (E V E R T O N ) 10 " I E I N = 3 0 3 . 1 7 ( N ) 10 " I E I N = 3 0 3 . 1 7 ( S ) 12 " I E O U T = 3 0 2 . 5 0 ( E ) ST A = 8 + 6 1 . 6 9 ( S D L N - 2 1 ) RI M = 3 1 0 . 6 5 CLASS 'B' GRANULAR BACKFILL & BEDDING FINISH GRADE @ STORM CENTERLINE EXISTING GROUND @ STORM CENTERLINE 12" SD/8" SS 1.69' CLR SANITARY SEWER 222.74 LF 15" (PVC) @ S=0.0100 57.83 LF 12" (PVC) @ S=0.0412 PROPOSED 18" DI WATER PROPOSED 16" DI WATER 8" WT/10" SD 4.76' CLR W W W W W W W W W W SD SD SD SS SS SS 64 65 8.00' PUE, TYP. W W W W SDMH 21H SDCI 21H.2 SDCI 21H.1 SDMH 21G 15B 1 5A 20 + 6 5 21+0 0 22+00 23+00 24+00 25+00 7+ 0 0 8+ 0 09+00 10+00 11+00 12+ 0 0 12 + 5 7 6+ 6 0 1+00SDLN-21 SW EVERTON STREET SW R I V E R T E R R B L V D W W W W W W 57 + 0 0 58 + 0 0 59 + 0 0 60 + 0 0 FUTURE ALIGNMENTS SW R O Y R O G E R S R D . ( C . R . N O . 3 1 5 0 ) SW R I V E R T E R R A C E B L V D SW PERTH ROAD SW 1 6 5 T H A V E N U E KEY MAP N: \ p r o j \ 3 9 5 - 1 0 3 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s - C D S u b m i t t a l P H 2 A s b u i l t s \ 3 9 5 1 0 3 . ( 3 0 9 - 3 1 0 ) S D - S D L N - 2 1 - P H 2 P D M O D . d w g - S H E E T : 30 9 Fe b . 1 3 , 2 3 - 4: 3 5 P M br e t t REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KCS CONSTRUCTION 395-103 01/04/20221ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 2 RENEWS: JUNE 30, 2024 SDLN-21 STORM PLAN & PROFILE 3091 INCH = 50 FEET 50 25 50 SCALE 0 GENERAL NOTES: 1.ITALIC STATION LABELS INDICATE PIPE STATIONING. 2.ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE NOTED. SDLN21 PLAN SCALE: 1" = 50' SDLN21 PROFILE HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 10' INLET DATA: 5A 5B SDLN-21 SEE SHEET 310 SD L N - 2 3 SE E SH E E T 3 1 2 STORM NOTES: INSTALL STORM MANHOLE PER CWS NO. 010, SHEET D3.01. INSTALL CG-2 CATCH BASIN PER CWS DWG NO. 300, 310 & 320, SHEET D3.04. SEE TABLE THIS SHEET FOR INLET INFORMATION. 1 5 SDCI 21A.1 64+58.12, 16.50' R (RIVER TERRACE (N)) Standard = 280.11 10" IE OUT = 275.11 17.86 LF (PVC) @S=0.1461 SDCI 21A.2 64+63.48, 19.43' L (RIVER TERRACE (N)) Standard = 279.83 10" IE OUT = 274.83 18.58 LF (PVC) @S=0.1431 SDCI 21F.1 60+54.85, 27.50' R (RIVER TERRACE (N)) RIM/TC = 311.95 10" IE OUT = 307.38 39.05 LF (PVC) @S=0.2358 SDCI 21F.2 60+55.19, 27.50' L (RIVER TERRACE (N)) RIM/TC = 311.94 10" IE OUT = 307.44 34.33 LF (PVC) @S=0.2680 280.5 272.3 0.0108 280.7 0.2133 305.5 0.1805 CLASS 'B' GRANULAR BACKFILL & BEDDING 240 250 260 270 280 290 300 310 320 240 250 260 270 280 290 300 310 320 0+001+002+003+004+005+006+007+00 FINISH GRADE @ STORM CENTERLINE EXISTING GROUND @ STORM CENTERLINE SD M H 2 1 F ST A = 6 0 + 7 9 . 2 4 , 3 . 0 0 ' L (R I V E R T E R R A C E o l d ) 15 " I E I N = 2 9 7 . 7 0 ( N ) 10 " I E I N = 2 9 8 . 1 7 ( N E ) 10 " I E I N = 2 9 8 . 1 7 ( N W ) 15 " I E O U T = 2 9 7 . 5 0 ( S ) ST A = 5 + 8 1 . 1 2 ( S D L N - 2 1 ) RI M = 3 1 1 . 0 6 SD M H 2 1 E ST A = 6 1 + 1 8 . 5 0 , 3 . 0 0 ' L (R I V E R T E R R A C E o l d ) 12 " I E I N = 2 9 7 . 3 0 ( W ) 15 " I E I N = 2 9 7 . 1 0 ( N ) 15 " I E O U T = 2 9 6 . 9 0 ( S ) ST A = 5 + 4 1 . 8 6 ( S D L N - 2 1 ) RI M = 3 0 9 . 2 9 SD M H 2 1 C ST A = 6 2 + 9 9 . 7 2 , 0 . 3 1 ' L (R I V E R T E R R A C E o l d ) 15 " I E I N = 2 8 9 . 5 0 ( N ) 15 " I E O U T = 2 8 9 . 3 0 ( S ) ST A = 3 + 6 0 . 6 9 ( S D L N - 2 1 ) RI M = 2 9 6 . 3 7 SD M H 2 1 B ST A = 6 3 + 7 8 . 0 7 , 7 . 2 0 ' R (R I V E R T E R R A C E o l d ) 15 " I E I N = 2 7 9 . 7 0 ( N ) 15 " I E O U T = 2 7 9 . 5 0 ( S E ) ST A = 2 + 8 1 . 4 4 ( S D L N - 2 1 ) RI M = 2 8 8 . 0 8 SD M H 2 1 A ST A = 6 4 + 5 8 . 5 7 , 1 . 5 0 ' L (R I V E R T E R R A C E o l d ) 15 " I E I N = 2 7 1 . 2 3 ( N W ) 10 " I E I N = 2 7 2 . 5 0 ( S W ) 10 " I E I N = 2 7 2 . 1 7 ( N E ) 18 " I E O U T = 2 7 1 . 0 3 ( S E ) ST A = 2 + 0 0 . 0 3 ( S D L N - 2 1 ) RI M = 2 8 0 . 3 4 SD M H 1 4 I ST A = 6 5 + 5 9 . 4 3 , 3 . 0 0 ' L (R I V E R T E R R A C E o l d ) 12 " I E I N = 2 6 9 . 2 6 ( N E ) 18 " I E I N = 2 6 9 . 8 3 ( N W ) 12 " I E I N = 2 6 7 . 6 4 ( S E ) 18 " I E O U T = 2 6 7 . 4 4 ( S W ) ST A = 1 + 0 0 . 0 0 ( S D L N - 2 1 ) RI M = 2 8 3 . 9 8 222.74 LF 15" (PVC) @ S=0.0100 39.26 LF 15" (PVC) @ S=0.0102 181.17 LF 15" (PVC) @ S=0.0408 79.25 LF 15" (PVC) @ S=0.1211 81.40 LF 15" (PVC) @ S=0.1016 100.03 LF 18" (PVC) @ S=0.0120 SANITARY SEWER PROPOSED 18" DI WATER PROPOSED 16" DI WATER8" WT/12" SD 7.16' CLR 8" SS/12" SD 0.78' CLR 18" DI WATER 16" DI WATER 29 0 . 0 28 0 . 8 27 9 . 1 29 8 . 4 0.0381 0.0967 28 1 . 2 26 7 . 9 27 1 . 3 8.00' PUE, TYP. PG E1730 PGE577 PGE 5106 PGE1730 PGE1730 WWW WWWWWW W W W WWWW W W W SD SD SDSDSDSD SD SDSD SD SS SS SS SS SSSSSSSSSSSSSS SS 84 85 TRACT S 94 83 93 82 1 WWW WWWWWW W SDMH 21F SDCI 21F.1 SDCI 21F.2 SDMH 21E SDMH 21C SDMH 21B SDMH 21A SDCI 21A.2 SDCI 21A.1 SDMH 14I 1 1 111 5A 5B 3E 3F 8.00' PUE, TYP. 8.00' PUE, TYP. 8.00' PUE, TYP. 2 18+0 0 19+ 0 0 14 + 0 0 15 + 0 0 9+0 0 1+00 1+00 2+00 3+00 4+005+006+007+00 1+ 0 0 2+ 0 0 SDLN-21 SD L N - 2 2 SD L N - 2 4 SDL N - 1 4 TYP. SW RIVER TERRACE BOULEVARD SW R U B I C O N L A N E W W WWWW W W 65+ 6 2 66+ 0 0 60+00 61+00 62+00 63+00 64+00 65+ 0 0 65+ 6 3 W STORM LATERAL TABLE LOT # **94 STATION 3+39.49 (SDLN-21) LENGTH 50.25' SLOPE 3.27% IE @ LOT 288.75 **BROKEN/MISSING LATERAL BOARD SW R O Y R O G E R S R D . ( C . R . N O . 3 1 5 0 ) SW R I V E R T E R R A C E B L V D SW PERTH ROAD SW 1 6 5 T H A V E N U E KEY MAP N: \ p r o j \ 3 9 5 - 1 0 3 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s - C D S u b m i t t a l P H 2 A s b u i l t s \ 3 9 5 1 0 3 . ( 3 0 9 - 3 1 0 ) S D - S D L N - 2 1 - P H 2 P D M O D . d w g - S H E E T : 31 0 Fe b . 1 3 , 2 3 - 4: 3 6 P M br e t t REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KCS CONSTRUCTION 395-103 01/04/20221ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 2 RENEWS: JUNE 30, 2024 SDLN-21 STORM PLAN & PROFILE 3101 INCH = 50 FEET 50 25 50 SCALE 0 GENERAL NOTES: 1.ITALIC STATION LABELS INDICATE PIPE STATIONING. 2.ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE NOTED. SDLN21 PLAN SCALE: 1" = 50' SDLN21 PROFILE HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 10' INLET DATA: 5A 5B 3E 3F SD L N - 2 1 SE E SH E E T 3 0 9 SDLN-22 SEE SHEET 311 SDLN-24 SEE SHEET 313 SDLN-14 SEE SHEET 302 SD L N - 1 4 SE E SH E E T 3 0 2 SDL N - 2 0 SEE SH E E T 308 STORM NOTES: INSTALL STORM MANHOLE PER CWS NO. 010, SHEET D3.01. INSTALL 6" PVC STORM SEWER LATERAL @ S=0.0200 MIN. PER CWS DWG NO. 520, SHEET D3.02. SEE TABLE THIS SHEET FOR LATERAL INFORMATION. INSTALL INLET CATCH BASIN (CG-30) PER CWS DWG NO. 330, SHEET D3.02. SEE TABLE THIS SHEET FOR INLET INFORMATION. INSTALL CG-2 CATCH BASIN PER CWS DWG NO. 300, 310 & 320, SHEET D3.04. SEE TABLE THIS SHEET FOR INLET INFORMATION. 1 2 3 5 SDCI 22A.1 15+17.31, 15.50' R (RUBICON) RIM/TC = 311.40 10" IE OUT = 306.20 18.50 LF (PVC) @S=0.2178 SDCI 22A.2 15+17.54, 15.50' L (RUBICON) RIM/TC = 310.78 10" IE OUT = 306.23 12.50 LF (PVC) @S=0.3248 305.6 305.7 0.1351 0.1920 270 280 290 300 310 320 330 340 350 270 280 290 300 310 320 330 340 350 0+001+002+003+004+005+006+007+00 CLASS 'B' GRANULAR BACKFILL & BEDDING FINISH GRADE @ STORM CENTERLINE EXISTING GROUND @ STORM CENTERLINE 60.55 LF 1 2 " ( P V C ) @ S=0.06 1 1 SD M H 2 2 A ST A = 1 5 + 1 7 . 5 5 , 3 . 0 0 ' L (R U B I C O N ) 10 " I E I N = 3 0 2 . 1 7 ( N ) 10 " I E I N = 3 0 2 . 1 7 ( S ) 12 " I E O U T = 3 0 1 . 0 0 ( E ) ST A = 1 + 6 0 . 5 5 ( S D L N - 2 2 ) RI M = 3 1 0 . 5 9 SD M H 2 1 E ST A = 1 4 + 5 7 . 0 0 , 3 . 0 0 ' L (R U B I C O N ) 12 " I E I N = 2 9 7 . 3 0 ( W ) 15 " I E I N = 2 9 7 . 1 0 ( N ) 15 " I E O U T = 2 9 6 . 9 0 ( S ) ST A = 1 + 0 0 . 0 0 ( S D L N - 2 2 ) RI M = 3 0 9 . 2 9 8" DI WATER 8" WT/12" SD 5.25' CLR 30 1 . 7 30 3 . 3 30 3 . 1 30 9 . 7 PG E 577 W W W W W W W W W W W SD SD SD SD SD SS SS SS SS SS 84 83 W W W W W W W 18 + 8 3 14+0015+0016+0017+0018+00 7+ 0 7 4+ 0 0 5+ 0 0 6+ 0 0 7+ 0 0 1+002+003+004+005+ 0 0 6+ 0 0 6+ 6 0 4+86 60 + 0 0 61 + 0 0 62 + 0 0 SD L N - 2 1 SDLN-22 31 3 1 SDMH 21E SDMH 22A SDCI 22A.1 SDCI 22A.2 W W W W FUTURE ALIGNMENTS SW R O Y R O G E R S R D . ( C . R . N O . 3 1 5 0 ) SW R I V E R T E R R A C E B L V D SW PERTH ROAD SW 1 6 5 T H A V E N U E KEY MAP N: \ p r o j \ 3 9 5 - 1 0 3 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s - C D S u b m i t t a l P H 2 A s b u i l t s \ 3 9 5 1 0 3 . ( 3 1 1 ) S D - S D L N - 2 2 - P H 2 P D M O D . d w g - S H E E T : 31 1 Fe b . 1 3 , 2 3 - 4: 3 7 P M br e t t REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KCS CONSTRUCTION 395-103 01/04/20221ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 2 RENEWS: JUNE 30, 2024 SDLN-22 STORM PLAN & PROFILE 3111 INCH = 50 FEET 50 25 50 SCALE 0 GENERAL NOTES: 1.ITALIC STATION LABELS INDICATE PIPE STATIONING. 2.ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE NOTED. SDLN22 PLAN SCALE: 1" = 50' SDLN22 PROFILE HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 10' INLET DATA: 3A 3B SDLN-21 SEE SHEET 310 STORM NOTES: INSTALL STORM MANHOLE PER CWS NO. 010, SHEET D3.01. INSTALL 6" PVC STORM SEWER LATERAL @ S=0.0200 MIN. PER CWS DWG NO. 520, SHEET D3.02. SEE TABLE THIS SHEET FOR LATERAL INFORMATION. INSTALL 6" PVC STORM SEWER LATERAL @ S=0.0200 MIN. PER CWS DWG NO. 520, SHEET D3.02. SEE TABLE THIS SHEET FOR LATERAL INFORMATION. INSTALL A SAND COLLAR AT MANHOLE CONNECTION PER CWS DWG NO. 030 SEE SHEET D3.05. INSTALL INLET CATCH BASIN (CG-30) PER CWS DWG NO. 330, SHEET D3.02. SEE TABLE THIS SHEET FOR INLET INFORMATION. 1 2 2ASD L N - 2 4 SE E SH E E T 3 1 3 3 SDCI 23A.1 25+58.20, 17.50' L (EVERTON) RIM/TC = 308.52 10" IE OUT = 303.95 20.50 LF (PVC) @S=0.1063 SDCI 23A.2 25+58.20, 17.50' R (EVERTON) RIM/TC = 308.52 10" IE OUT = 303.98 14.50 LF (PVC) @S=0.1524 SDCI 23C.1 29+93.45, 17.50' L (EVERTON) RIM/TC = 318.13 10" IE OUT = 314.41 20.50 LF (PVC) @S=0.1044 SDCI 23C.2 29+93.45, 17.50' R (EVERTON) RIM/TC = 318.13 10" IE OUT = 313.60 14.50 LF (PVC) @S=0.0917 312.6 0.0228 270 280 290 300 310 320 330 340 270 280 290 300 310 320 330 340 0+50 1+00 2+00 3+00 4+00 5+00 6+00 7+00 FINISH GRADE @ STORM CENTERLINE EXISTING GROUND @ STORM CENTERLINE STORM LATERAL, TYP SANITARY LATERAL, TYP SD M H 2 3 C ST A = 2 9 + 9 3 . 4 5 , 3 . 0 0 ' R (E V E R T O N ) 10 " I E I N = 3 1 2 . 2 7 ( N ) 10 " I E I N = 3 1 2 . 2 7 ( S ) 12 " I E O U T = 3 1 2 . 0 7 ( W ) ST A = 6 + 0 1 . 2 5 ( S D L N - 2 3 ) RI M = 3 1 7 . 9 8 SD M H 2 3 A ST A = 2 5 + 5 8 . 2 0 , 3 . 0 0 ' R (E V E R T O N ) 12 " I E I N = 3 0 1 . 8 0 ( E ) 10 " I E I N = 3 0 1 . 7 7 ( N ) 10 " I E I N = 3 0 1 . 7 7 ( S ) 12 " I E O U T = 3 0 1 . 3 0 ( W ) ST A = 1 + 6 5 . 9 9 ( S D L N - 2 3 ) RI M = 3 0 8 . 3 7 SD M H 2 1 G ST A = 2 4 + 9 2 . 2 0 , 3 . 0 0 ' R (E V E R T O N ) 12 " I E I N = 3 0 0 . 1 2 ( E ) 12 " I E I N = 3 0 0 . 1 2 ( W ) 15 " I E O U T = 2 9 9 . 9 2 ( S ) ST A = 1 + 0 0 . 0 0 ( S D L N - 2 3 ) RI M = 3 0 9 . 7 4 435.26 LF 12" (PVC) @ S=0.0236 65.99 LF 12" (PVC) @ S=0.0179 CLASS 'B' GRANULAR BACKFILL & BEDDING SANITARY SEWER 8" DI WATER 8" WT/12" SD 1.04' CLR 16" WT/12" SD 3.61' CLR 18" WT/12" SD 4.45' CLR 6.00' PUE, TYP. PGE644 PGE644PGE1730PGE1730 PGE1730 PGE1730 PGE1730 PGE1730 PGE1730 PGE1730 PG E233 PGE1730 T W W W W W W W W W W W W W W WW W W W W W 25+00 26+00 27+00 28+00 29+00 30+00 17 + 0 0 17 + 3 5 7+ 0 0 8+ 0 0 SD SD SD SD SD SD SD SD SD SD SD SD SS SS SS SS SS SS SS SS SS SS 57 56 62 61 60 59 586463 66 716967686570 6.00' PUE, TYP. 6.00' PUE, TYP. 8.00' PUE, TYP. W W W W W 58 + 0 0 59 + 0 0 SDMH 21G 1 3B 3A 1 3D 1 3C SDCI 23A.2 SDMH 23A SDCI 23A.1 SDCI 23C.1 SDMH 23C SDCI 23C.2 2 6.01' PUE, TYP. SDLN-23 SW R I V E R T E R R B L V D SW 1 6 5 T H A V E SDLN-21 SD L N - 2 1 SD L N - 1 4 SW EVERTON STREET TYP. SD L N - 5 2 TYP. 1+00 2+00 3+00 4+00 5+00 6+006+11 W W W W W W W W W WW W W W W W SSSS STORM LATERAL TABLE LOT # 58 59 60 61 62 63 64 65 66 67 68 69 70 71 STATION 4+72.00 (SDLN-23) 4+13.00 (SDLN-23) 3+65.53 (SDLN-23) 3+12.00 (SDLN-23) 2+53.00 (SDLN-23) 2+03.00 (SDLN-23) 1+58.24 (SDLN-23) 1+60.74 (SDLN-23) 2+08.00 (SDLN-23) 2+58.00 (SDLN-23) 3+25.99 (SDLN-23) 3+63.00 (SDLN-23) 4+18.00 (SDLN-23) 4+75.00 (SDLN-23) LENGTH 38.00' 38.00' 38.00' 38.02' 38.00' 38.00' 38.00' 32.00' 32.00' 32.00' 32.00' 32.00' 32.00' 32.00' SLOPE 2.13% 2.17% 2.21% 2.24% 2.29% 2.37% 5.71% 7.41% 3.56% 3.52% 3.47% 3.44% 3.39% 3.34% IE @ LOT 310.08 308.70 307.60 306.35 304.97 303.82 303.58 303.83 304.18 305.35 306.93 307.80 309.08 310.41 SW R O Y R O G E R S R D . ( C . R . N O . 3 1 5 0 ) SW R I V E R T E R R A C E B L V D SW PERTH ROAD SW 1 6 5 T H A V E N U E KEY MAP N: \ p r o j \ 3 9 5 - 1 0 3 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s - C D S u b m i t t a l P H 2 A s b u i l t s \ 3 9 5 1 0 3 . ( 3 1 2 ) S D - S D L N - 2 3 - P H 2 P D M O D . d w g - S H E E T : 31 2 Fe b . 1 3 , 2 3 - 4: 3 8 P M br e t t REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KCS CONSTRUCTION 395-103 01/04/20221ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 2 RENEWS: JUNE 30, 2024 SDLN-23 STORM PLAN & PROFILE 3121 INCH = 50 FEET 50 25 50 SCALE 0 GENERAL NOTES: 1.ITALIC STATION LABELS INDICATE PIPE STATIONING. 2.ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE NOTED. SDLN2 PLAN SCALE: 1" = 50' SDLN2 PROFILE HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 10' INLET DATA: 3A 3B 3C 3D SDLN-21 SEE SHEET 310 STORM NOTES: INSTALL STORM MANHOLE PER CWS NO. 010, SHEET D3.01. INSTALL 6" PVC STORM SEWER LATERAL @ S=0.0200 MIN. PER CWS DWG NO. 520, SHEET D3.02. SEE TABLE THIS SHEET FOR LATERAL INFORMATION. INSTALL INLET CATCH BASIN (CG-30) PER CWS DWG NO. 330, SHEET D3.02. SEE TABLE THIS SHEET FOR INLET INFORMATION. 1 2 3 SDLN-5 SEE SHEET 317 SDLN-14 SEE SHEET 303 SD L N - 2 1 SE E S H E E T 30 9 SDCI 24A.1 10+57.85, 15.50' R (RUBICON) RIM/TC = 305.81 10" IE OUT = 300.63 18.50 LF (PVC) @S=0.1214 SDCI 24A.2 10+57.85, 15.50' L (RUBICON) RIM/TC = 305.19 10" IE OUT = 300.65 12.50 LF (PVC) @S=0.1813 300.3 0.1920 260 270 280 290 300 310 320 260 270 280 290 300 310 320 0+001+002+003+004+005+005+50 FINISH GRADE @ STORM CENTERLINE EXISTING GROUND @ STORM CENTERLINE STORM LATERAL, TYP SANITARY LATERAL, TYP CLASS 'B' GRANULAR BACKFILL & BEDDING SD M H 1 4 P ST A = 9 + 9 7 . 0 0 , 3 . 0 0 ' L (R U B I C O N ) 12 " I E I N = 2 9 8 . 0 0 ( N ) 12 " I E I N = 2 9 7 . 0 4 ( W ) 10 " I E I N = 2 9 8 . 6 7 ( E ) 10 " I E I N = 2 9 9 . 7 0 ( N W ) 12 " I E O U T = 2 9 6 . 8 4 ( S ) ST A = 1 + 0 0 . 0 0 ( S D L N - 2 4 ) RI M = 3 0 6 . 0 2 SD M H 2 4 A ST A = 1 0 + 5 7 . 8 5 , 3 . 0 0 ' L (R U B I C O N ) 12 " I E I N = 2 9 8 . 3 0 ( W ) 10 " I E I N = 2 9 8 . 3 8 ( N ) 10 " I E I N = 2 9 8 . 3 8 ( S ) 12 " I E O U T = 2 9 8 . 1 0 ( E ) ST A = 1 + 6 0 . 8 5 ( S D L N - 2 4 ) RI M = 3 0 4 . 9 9 SD M H 2 4 C ST A = 1 3 + 6 6 . 0 0 , 3 . 0 0 ' L (R U B I C O N ) 6" I E I N = 3 0 2 . 0 0 ( S ) 6" I E I N = 3 0 2 . 0 0 ( N ) 12 " I E O U T = 3 0 1 . 8 0 ( E ) ST A = 4 + 6 9 . 0 0 ( S D L N - 2 4 ) RI M = 3 0 8 . 1 2 60.85 LF 12" (PVC) @ S=0.0174 308.15 LF 12" (PVC) @ S=0.0114 SANITARY SEWER 8" DI WATER 8" SS/12" SD 1.66' CLR 29 7 . 5 29 7 . 8 29 7 . 9 29 7 . 9 30 2 . 5 30 2 . 4 0.0130 29 9 . 2 29 6 . 5 29 7 . 6 29 6 . 7 0.0131 PGE 577 PG E577 PGE644 PGE644 PG E644 PGE1730 PGE1730 PGE1730 PGE1730 PGE1730PGE1730PGE1730PGE1730 PGE1730 PGE1730 PGE233 W W W W W W W W W W W W W W WW W W 24+00 10+0011+0012+0013+0014+00 15+00 14 + 0 0 15 + 0 0 16 + 0 0 5+ 0 0 6+ 0 0 1+00 1+002+003+004+004+86 SW R I V E R T E R R B L V D SW 1 6 5 T H A V E N U E SD L N - 2 1 SDLN-22 SDLN-24 SD L N - 1 4 SD SD SD SD SD SD SDSDSDSDSD SD SS SS SS SS SS SS SS SS SS SSSSSSSSSSSS 90848586878889 83 78 7782818079 SW RUBICON LANE SDLN-25 W W W W 60 + 0 0 61 + 0 0 62 + 0 0 SDMH 21C 6.00' PUE, TYP. 6.00' PUE, TYP. 2 TYP. 3A 3B11 1 SDMH 24C SDCI 24A.1 SDMH 24A SDCI 24A.2 SDMH 14P W W W W W W W W W W WW W W 2A 2A STORM LATERAL TABLE LOT # 77 78 79 80 81 82 83 84 85 86 87 88 89 90 STATION 1+50.44 (SDLN-24) 1+99.00 (SDLN-24) 2+59.00 (SDLN-24) 3+09.00 (SDLN-24) 3+59.00 (SDLN-24) 4+19.00 (SDLN-24) 4+69.00 (SDLN-24) 4+69.00 (SDLN-24) 4+21.00 (SDLN-24) 3+61.00 (SDLN-24) 3+11.00 (SDLN-24) 2+61.00 (SDLN-24) 2+01.00 (SDLN-24) 1+53.44 (SDLN-24) LENGTH 36.00' 36.00' 36.00' 36.00' 36.00' 36.00' 36.00' 30.00' 30.00' 30.00' 30.00' 30.00' 30.00' 30.00' SLOPE 8.25% 6.75% 6.59% 6.46% 6.32% 6.16% 6.38% 7.31% 5.30% 5.50% 5.66% 5.82% 6.01% 7.56% IE @ LOT 301.14 301.41 302.04 302.56 303.08 303.70 304.30 304.19 303.10 302.47 301.95 301.43 300.81 300.49 7.17% 305.08.36% 31.17' 33.37' 31.42' 31.94' 31.37' 9.59% 7.73% 2.21% 7.76% 5.18% 305.0 304.0 301.3 302.5 301.0 SW R O Y R O G E R S R D . ( C . R . N O . 3 1 5 0 ) SW R I V E R T E R R A C E B L V D SW PERTH ROAD SW 1 6 5 T H A V E N U E KEY MAP N: \ p r o j \ 3 9 5 - 1 0 3 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s - C D S u b m i t t a l P H 2 A s b u i l t s \ 3 9 5 1 0 3 . ( 3 1 3 ) S D - S D L N - 2 4 - P H 2 P D M O D . d w g - S H E E T : 31 3 Fe b . 1 3 , 2 3 - 4: 3 9 P M br e t t REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KCS CONSTRUCTION 395-103 01/04/20221ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 2 RENEWS: JUNE 30, 2024 SDLN-24 STORM PLAN & PROFILE 3131 INCH = 50 FEET 50 25 50 SCALE 0 GENERAL NOTES: 1.ITALIC STATION LABELS INDICATE PIPE STATIONING. 2.ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE NOTED. SDLN24 PLAN SCALE: 1" = 50' SDLN24 PROFILE HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 10' INLET DATA: 3A 3B SDLN-21 SEE SHEET 310 STORM NOTES: INSTALL STORM MANHOLE PER CWS NO. 010, SHEET D3.01. INSTALL 6" PVC STORM SEWER LATERAL @ S=0.0200 MIN. PER CWS DWG NO. 520, SHEET D3.02. SEE TABLE THIS SHEET FOR LATERAL INFORMATION. INSTALL 6" PVC STORM SEWER LATERAL @ S=0.0200 MIN. PER CWS DWG NO. 520, SHEET D3.02. SEE TABLE THIS SHEET FOR LATERAL INFORMATION. INSTALL A SAND COLLAR AT MANHOLE CONNECTION PER CWS DWG NO. 030 SEE SHEET D3.05. INSTALL INLET CATCH BASIN (CG-30) PER CWS DWG NO. 330, SHEET D3.02. SEE TABLE THIS SHEET FOR INLET INFORMATION. 1 2 2A SDLN-14 SEE SHEET 303 SDLN-14 SEE SHEET 303 SD L N - 2 2 SE E S H E E T 31 1 SDLN-21 SEE SHEET 310 SDMH 24C SDMH 24C 3 260 270 280 290 300 310 320 260 270 280 290 300 310 320 0+50 1+00 2+00 3+00 FINISH GRADE @ STORM CENTERLINE EXISTING GROUND @ STORM CENTERLINE CLASS 'B' GRANULAR BACKFILL & BEDDING SD M H 2 5 A ST A = 2 4 + 6 0 . 0 3 , 3 . 0 0 ' R (P E R T H ) 12 " I E O U T = 2 9 3 . 8 1 ( W ) ST A = 2 + 1 9 . 7 8 ( S D L N - 2 5 ) RI M = 3 0 2 . 3 2 SD M H 1 4 N ST A = 2 3 + 4 0 . 5 0 , 3 . 1 3 ' L (P E R T H ) 12 " I E I N = 2 9 3 . 2 2 ( E ) 12 " I E I N = 2 9 3 . 2 2 ( N ) 12 " I E O U T = 2 9 3 . 0 2 ( W ) ST A = 1 + 0 0 . 0 0 ( S D L N - 2 5 ) RI M = 3 0 0 . 7 8 8" WT/12" SD 2.91' CLR 119.78 LF 12" (PVC) @ S=0.0049 16" DI WATER 29 2 . 5 29 2 . 9 29 2 . 9 PGE577 PGE1730 W W W 23+00 24+00 25+00 13+00 14 + 0 0 15 + 0 0 1+00 2+00 2+30SW PERTH ROAD SD SD SD SD SS SS SS 90 SDMH 14N SDLN-25 SDLN-14 W 1 SW 1 6 5 T H A V E N U E 1 SDMH 25A 6.00' PUE, TYP. 6.00' PUE, TYP. W W 104103 105 102 TR A C T U SC SSSS SW R O Y R O G E R S R D . ( C . R . N O . 3 1 5 0 ) SW R I V E R T E R R A C E B L V D SW PERTH ROAD SW 1 6 5 T H A V E N U E KEY MAP N: \ p r o j \ 3 9 5 - 1 0 3 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s - C D S u b m i t t a l P H 2 A s b u i l t s \ 3 9 5 1 0 3 . ( 3 1 4 ) S D - S D L N - 2 5 - P H 2 P D M O D . d w g - S H E E T : 31 4 Fe b . 1 3 , 2 3 - 4: 4 0 P M br e t t REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KCS CONSTRUCTION 395-103 01/04/20221ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 2 RENEWS: JUNE 30, 2024 SDLN-25 STORM PLAN & PROFILE 3141 INCH = 50 FEET 50 25 50 SCALE 0 GENERAL NOTES: 1.ITALIC STATION LABELS INDICATE PIPE STATIONING. 2.ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE NOTED. SDLN25 PLAN SCALE: 1" = 50' SDLN25 PROFILE HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 10' STORM NOTES: INSTALL STORM MANHOLE PER CWS NO. 010, SHEET D3.01. 1 SD L N - 1 4 SE E S H E E T 30 2 SDLN-14 SEE SHEET 303 SDAD 26A.1 10+91.84, 12.97' L (CHETCO) RIM = 285.84 10" IE OUT = 281.60 15.59 LF (PVC) @S=0.1488 SDAD 26A.2 10+91.81, 12.00' R (CHETCO) RIM = 285.87 10" IE OUT = 281.63 9.38 LF (PVC) @S=0.2506 286.9 281.3 0.1732 240 250 260 270 280 290 300 240 250 260 270 280 290 300 0+001+002+003+00 FINISH GRADE @ STORM CENTERLINE EXISTING GROUND @ STORM CENTERLINE STORM LATERAL, TYP CLASS 'B' GRANULAR BACKFILL & BEDDING SD M H 2 6 B ST A = 1 0 + 4 5 . 0 0 , 3 . 9 6 ' R (C H E T C O ) 6" I E I N = 2 8 2 . 3 3 ( N ) 12 " I E O U T = 2 8 1 . 5 4 ( E ) ST A = 1 + 9 3 . 1 3 ( S D L N - 2 6 ) RI M = 2 8 7 . 8 7 SD M H 2 6 A ST A = 1 0 + 9 1 . 8 1 , 2 . 6 2 ' R (C H E T C O ) 12 " I E I N = 2 7 9 . 0 8 ( W ) 10 " I E I N = 2 7 9 . 2 8 ( N ) 10 " I E I N = 2 7 9 . 2 8 ( S ) 12 " I E O U T = 2 7 8 . 8 8 ( E ) ST A = 1 + 4 6 . 9 8 ( S D L N - 2 6 ) RI M = 2 8 6 . 1 0 SD M H 1 4 K ST A = 1 1 + 3 9 . 8 7 , 2 . 9 1 ' R (C H E T C O ) 12 " I E I N = 2 7 6 . 9 4 ( N E ) 12 " I E I N = 2 7 7 . 9 4 ( W ) 12 " I E O U T = 2 7 6 . 7 4 ( S W ) ST A = 1 + 0 0 . 0 0 ( S D L N - 2 6 ) RI M = 2 8 5 . 2 8 46.15 LF 12" (PVC) @ S=0.0533 46.98 LF 12" (PVC) @ S=0.0200 SANITARY S E W E R 27 8 . 4 27 8 . 6 27 8 . 6 27 8 . 6 28 0 . 9 28 1 . 3 27 6 . 5 27 7 . 5 0.0192 0.0498 PGE1730 PGE1730 PGE644 PG E5106 W W W W W 10+00 11+00 21+ 0 0 11+0 0 3+16 3+ 0 0 4+ 0 0 1+00 2+002+25 SD SD SD SD SD SS SS SS SS SS 91 TRACT R TRACT S 94 92 93 W W W W 63 + 0 0 64 + 0 0 1 1 5A 5B 1SDMH 26B SDAD 26A.1 SDMH 26A SDAD 26A.2 SDMH 14K 2.00' PRIVATE UTILITY EASEMENT ABOVE PUE TO BENEFIT LOTS 129, 130, 131 3.00' PUE, TYP. 2 SW R I V E R T E R R A C E B O U L E V A R D SDLN-26 SW P E R T H R O A D SW CHETCO CT TYP. W 2A STORM LATERAL TABLE LOT # **91 **92 **93 STATION 1+30.36 (SDLN-26) 1+60.38 (SDLN-26) 1+94.10 (SDLN-26) LENGTH 32.99' 32.76' 32.46' SLOPE 6.54% 7.78% 5.31% IE @ LOT 280.95 282.59 284.05 **BROKEN/MISSING LATERAL BOARD SW R O Y R O G E R S R D . ( C . R . N O . 3 1 5 0 ) SW R I V E R T E R R A C E B L V D SW PERTH ROAD SW 1 6 5 T H A V E N U E KEY MAP N: \ p r o j \ 3 9 5 - 1 0 3 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s - C D S u b m i t t a l P H 2 A s b u i l t s \ 3 9 5 1 0 3 . ( 3 1 5 ) S D - S D L N - 2 6 & S D N L - 2 7 - P H 2 P D M O D . d w g - S H E E T : 31 5 Fe b . 1 3 , 2 3 - 4: 4 1 P M br e t t REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KCS CONSTRUCTION 395-103 01/04/20221ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 2 RENEWS: JUNE 30, 2024 SDLN-26 & SDLN-27 STORM PLAN & PROFILE 3151 INCH = 50 FEET 50 25 50 SCALE 0 GENERAL NOTES: 1.ITALIC STATION LABELS INDICATE PIPE STATIONING. 2.ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE NOTED. SDLN2 PLAN SCALE: 1" = 50' SDLN2 PROFILE HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 10' INLET DATA: SDLN-14 SEE SHEET 302 STORM NOTES: INSTALL STORM MANHOLE PER CWS NO. 010, SHEET D3.01. INSTALL 6" PVC STORM SEWER LATERAL @ S=0.0200 MIN. PER CWS DWG NO. 520, SHEET D3.02. SEE TABLE THIS SHEET FOR LATERAL INFORMATION. INSTALL 6" PVC STORM SEWER LATERAL @ S=0.0200 MIN. PER CWS DWG NO. 520, SHEET D3.02. SEE TABLE THIS SHEET FOR LATERAL INFORMATION. INSTALL A SAND COLLAR AT MANHOLE CONNECTION PER CWS DWG NO. 030 SEE SHEET D3.05. INSTALL INLET CATCH BASIN (CG-30) PER CWS DWG NO. 330, SHEET D3.02. SEE TABLE THIS SHEET FOR INLET INFORMATION. INSTALL CG-2 CATCH BASIN PER CWS DWG NO. 300, 310 & 320, SHEET D3.04. SEE TABLE THIS SHEET FOR INLET INFORMATION. 1 2 3 SD L N - 1 4 SE E SH E E T 3 0 2 5 5A 5B SDMH 26B 2A CLASS 'B' GRANULAR BACKFILL & BEDDING 230 240 250 260 270 280 290 300 230 240 250 260 270 280 290 300 -0+50 0+00 1+00 2+00 3+00 4+00 5+00 SD M H 2 8 B 12 " I E I N = 2 6 8 . 5 5 ( N E ) 12 " I E O U T = 2 6 8 . 3 5 ( N W ) ST A = 1 + 4 7 . 6 7 ( S D L N 2 8 ) RI M = 2 7 4 . 0 2 SD M H 2 8 C ST A = 1 2 + 9 9 . 6 4 , 7 . 0 0 ' L (N O O S A ) 12 " I E O U T = 2 8 5 . 1 1 ( S W ) ST A = 4 + 7 6 . 9 2 ( S D L N 2 8 ) RI M = 2 9 3 . 2 9 329.25 LF 12" (PVC) @ S=0.0503 80.17 LF 12" (PVC) @ S=0.0200 SANITAR Y S E W E R 8" DI WAT E R SD C B 2 8 A 12 " I E I N = 2 6 6 . 7 5 ( S E ) 12 " I E O U T = 2 6 6 . 5 5 ( S W ) ST A = 0 + 6 7 . 5 0 ( S D L N 2 8 ) RI M = 2 7 0 . 5 7 56.92 LF 12" (PVC) @ S=0.0623 FINISH GRADE @ STORM CENTERLINE EXISTING GROUND @ STORM CENTERLINE STORM LATERAL, TYP SANITARY LATERAL, TYP 28 4 . 9 SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS PGE1730 PGE1730 PGE1730 PGE1730 PGE1730 PGE1730 PGE644 PGE644 DCO DCODCODCO DCO DCO DCO PGE1730 PGE1730 PGE1730 PGE1730 PGE644 WWWWWW W WW W W W W PGE5106 SD SD SD SD SD SD SD SD SS SS SS SS SS SS SS SS TRACT W TRACT Z 123 114 WWWWWW SDMH 28C SDMH 28B W WW W W SS W W 4.4% 4.5% 4.5% 111 112 113110 118117116115 119120121122 TRACT Y SS SS SW NOOSA COURT SW R I V E R T E R R A C E BO U L E V A R D 3.00' PUE, TYP. 3.00' PUE, TYP. 12 12 1 SEE CONTECH 2 CARTRIDGE CATCHBASIN STORMFILTER STANDARD DETAIL, SEE THIS SHEET. PRIVATE STRUCTURE TO BE MAINTAINED BY HOA. 2 13 2B DAYLIGHT LATERAL INTO TRENCH 10+00 11+00 12+00 13+00 14+00 4+0 0 5+ 0 0 6+ 0 0 6+ 3 1 0+00 1+ 0 0 2+00 3+00 4+00 5+00 5+31 SD L N - 2 0 SDLN-28 TYP. TYP. TYP. STORM LATERAL TABLE LOT # 110 110B 111 111B 112 112B 113 113B 114 114B 115 115B 116 116B 117 117B 118 118B 119 120 121 122 123 STATION 2+01.68 (SDLN 28) 0+67.50 (SDLN 28) 2+42.53 (SDLN 28) 0+67.50 (SDLN 28) 2+74.53 (SDLN 28) 2+82.68 (SDLN 28) 3+06.53 (SDLN 28) 3+25.68 (SDLN 28) 3+38.53 (SDLN 28) 3+55.53 (SDLN 28) 3+70.53 (SDLN 28) 3+68.68 (SDLN 28) 4+02.53 (SDLN 28) 4+11.68 (SDLN 28) 4+34.53 (SDLN 28) 4+29.53 (SDLN 28) 4+66.53 (SDLN 28) 4+61.53 (SDLN 28) 4+71.92 (SDLN 28) 4+39.92 (SDLN 28) 4+07.92 (SDLN 28) 3+75.92 (SDLN 28) 3+35.86 (SDLN 28) LENGTH 15.50' 30.02' 15.50' 33.25' 15.50' 36.49' 15.50' 37.75' 15.50' 37.33' 15.50' 38.93' 15.50' 42.27' 15.50' 42.21' 15.50' 52.25' 29.50' 29.50' 29.50' 29.50' 29.50' SLOPE 5.33% 29.41% 9.47% 31.22% 11.59% 33.02% 13.72% 33.35% 15.84% 33.49% 17.96% 33.96% 20.09% 35.01% 22.21% 35.11% 21.00% 27.08% 14.90% 13.78% 12.67% 11.55% 10.15% IE @ LOT 272.34 271.46 275.04 274.01 276.98 276.68 278.92 279.22 280.85 281.17 282.79 281.89 284.73 284.43 286.67 285.45 288.09 284.78 289.50 287.56 285.63 283.69 281.26 AeccDbPipeAndStructureTable (AeccNetwork130) 25.50% 14.55% 30.57% 2.93% 15.75% 285.0 SW R O Y R O G E R S R D . ( C . R . N O . 3 1 5 0 ) SW R I V E R T E R R A C E B L V D SW PERTH ROAD SW 1 6 5 T H A V E N U E KEY MAP N: \ p r o j \ 3 9 5 - 1 0 3 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s - C D S u b m i t t a l P H 2 A s b u i l t s \ 3 9 5 1 0 3 . ( 3 1 6 ) S D - S D L N - 2 8 - P H 2 P D M O D . d w g - S H E E T : 31 6 Fe b . 1 3 , 2 3 - 4: 4 2 P M br e t t REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KCS CONSTRUCTION 395-103 01/04/20221ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 2 RENEWS: JUNE 30, 2024 SDLN-28 STORM PLAN & PROFILE 3161 INCH = 50 FEET 50 25 50 SCALE 0 GENERAL NOTES: 1.ITALIC STATION LABELS INDICATE PIPE STATIONING. 2.ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE NOTED. 3.LOT NUMBERS IN THE LATERAL TABLE THAT HAVE A B DESIGNATION, ARE FOR THE REAR YARD ROOF DRAIN. SDLN28 PLAN SCALE: 1" = 50' SDLN28 PROFILE HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 10' STORM NOTES: INSTALL STORM MANHOLE PER CWS NO. 010, SHEET D3.01. INSTALL 6" PVC STORM SEWER LATERAL @ S=0.0200 MIN. PER CWS DWG NO. 520, SHEET D3.02. SEE TABLE THIS SHEET FOR LATERAL INFORMATION. INSTALL 6" PVC STORM SEWER LATERAL @ S=0.0200 MIN. PER CWS DWG NO. 520, SHEET D3.02. SEE TABLE THIS SHEET FOR LATERAL INFORMATION. INSTALL A SAND COLLAR AT MANHOLE CONNECTION PER CWS DWG NO. 030 SEE SHEET D3.05. INSTALL 6" PVC STORM SEWER LATERAL @ S=0.0200 MIN. FOR ROOF DRAINS PER CWS DWG NO. 520, SHEET DTL7, AND ROOF STORM LATERAL TABLE, THIS SHEET, FOR LATERAL INFORMATION. INSTALL RIP-RAP AT HEADWALL AND MITRE PIPE, PROVIDE CLASS 200 RIP RAP OUTFALL PROTECTION (8' WIDE X 12' LONG X 1' THICK), ON GEOTEXTILE FABRIC PER CWS DWG NOS. 770 AND 820, SHEET D3.03. INSTALL FLOW DISSAPATION TRENCH PER DETAIL 1, SEE SHEET D3.02. INSTALL C/O AT HIGH END OF TRENCH. CONNECT STORM LATERAL TO C/O, AND CONNECT A 6" PERFORATED PIPE PER CWS DETAIL 402, SHEET D3.04, THAT RUNS THE LENGTH OF THE TRENCH. 1 2 SDLN-20 SEE SHEET 308 2A 2B 12 13 CLASS 'B' GRANULAR BACKFILL & BEDDING FINISH GRADE @ STORM CENTERLINE EXISTING GROUND @ STORM CENTERLINE 240 250 260 270 280 290 300 310 240 250 260 270 280 290 300 310 0+50 1+00 2+00 2+50 EX S D M H 3 E ST A = 6 5 + 1 3 . 0 2 , 6 7 7 . 3 4 L ' (R O Y R O G E R S ) ST A : ( S D L N - ) RI M = 2 9 2 . 1 6 12 " I E I N = 2 8 3 . 2 0 ( E ) 12 " I E I N = 2 8 7 . 0 8 ( S ) 12 " I E O U T = 2 8 3 . 0 0 ( N ) SD M H 8 B ST A = 5 6 + 7 9 . 1 6 , 2 . 3 5 ' L (R I V E R T E R R A C E o l d ) 10 " I E I N = 2 8 8 . 3 7 ( W ) 10 " I E I N = 2 8 8 . 3 7 ( E ) 12 " I E O U T = 2 8 8 . 2 0 ( N ) ST A = 1 + 8 4 . 4 6 ( S D L N - 8 ) RI M = 2 9 7 . 0 4 40.89 LF 12" @ S=0.0132 43.57 LF 12" (PVC) @ S=0.0132 18" WT/10" SD 1.36' CLR 16" WT/10" SD 0.71' CLR 18" DI WA T E R 16" DI WA T E R WW SW RIVER TER R A C E BOULEVARD W D D D XS D XSD XS D S S XS S XSS XS S 56+00 57+00 1+00 1+90 EX SDMH #3E SDMH 8B SDCI 8B.1 SDCI 8B.2 1 8.00' PUE, TYP. W 1K 3A 3B SDLN-8 W SDLN-3 56+00 57+00 45 STORM LATERAL TABLE LOT # 55 56 57 STATION 2+96.83 (SDLN-5) 3+57.83 (SDLN-5) 4+31.55 (SDLN-5) LENGTH 30.00' 30.00' 30.00' SLOPE 7.26% 6.39% 4.00% IE @ LOT 304.16 307.19 311.20 31.69' 31.71' 306.1 309.3 312.99.27% 13.27% 12.92% 260 270 280 290 300 310 320 330 260 270 280 290 300 310 320 330 2+00 3+00 4+00 5+00 EX S D M H 5 A ST A = 1 6 + 7 4 . 7 0 , 3 . 0 0 R ' (1 6 5 T H S ) ST A : ( S D L N - ) RI M = 3 0 6 . 0 7 12 " I E I N = 3 0 0 . 5 0 ( S ) 4" I E I N = 3 0 0 . 9 7 ( E ) 12 " I E O U T = 3 0 0 . 3 0 ( N ) SD M H 5 B ST A = 1 6 + 3 1 . 5 5 , 3 . 0 0 ' R (1 6 5 T H S ) 12 " I E I N = 3 0 1 . 2 3 ( S ) 10 " I E I N = 3 0 2 . 2 9 ( W ) 10 " I E I N = 3 0 2 . 2 9 ( E ) ST A = 2 + 8 7 . 6 5 ( S D L N - 5 ) RI M = 3 0 8 . 2 3 SD M H 5 C ST A = 1 4 + 8 7 . 6 5 , 3 . 0 0 ' R (1 6 5 T H S ) 6" I E I N = 3 1 0 . 0 0 ( E ) 12 " I E O U T = 3 0 9 . 0 0 ( N ) ST A = 4 + 3 1 . 5 5 ( S D L N - 5 ) RI M = 3 1 5 . 1 4 143.90 LF 12" (PVC) @ S=0.0540 43.15 LF 12" @ S=0.0122 CLASS 'B' GRANULAR BACKFILL & BEDDING STORM LATERAL, TYP SANITARY LATERAL, TYP FINISH GRADE @ STORM CENTERLINE EXISTING GROUND @ STORM CENTERLINE 8" WT/10" SD 0.71' CLR 8" WT/10" SD 1.00' CLR 8" DI WAT E R SANITAR Y S E W E R 12 " I E O U T = 3 0 1 . 0 3 ( N ) 30 2 . 0 PGE644PGE1730PGE1730 T PGE1730 TPGE644 PGE1730 T WWW SW 165TH AVENUESDLN-5SD SD SS SS 54 575655 58 D D SC S XSS 3+00 4+00 1J3A 3A 2 1 TYP. SDCI 5B.2 SDMH 5B SDCI 5B.1 SDMH 5C EX SDMH #5A WWW REPLACE EXISTING CLEANOUT WITH SDMH 2A SDCI 5B.1 16+31.55, 15.50' L (165TH S) RIM/TC = 308.42 10" IE OUT = 304.75 18.50 LF (PVC) @S=0.1332 SDCI 5B.2 16+31.55, 15.50' R (165TH S) RIM/TC = 308.42 10" IE OUT = 303.90 12.50 LF (PVC) @S=0.1290 SDCI 8B.1 56+79.15, 13.50' R (RIVER TERRACE) RIM/TC = 297.27 10" IE OUT = 292.41 15.85 LF (PVC) @S=0.2549 SDCI 8B.2 56+79.18, 21.50' L (RIVER TERRACE) RIM/TC = 296.92 10" IE OUT = 292.21 19.15 LF (PVC) @S=0.2004 303.6 303.3 0.0546 SW R O Y R O G E R S R D . ( C . R . N O . 3 1 5 0 ) SW R I V E R T E R R A C E B L V D SW PERTH ROAD SW 1 6 5 T H A V E N U E KEY MAP N: \ p r o j \ 3 9 5 - 1 0 3 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s - C D S u b m i t t a l P H 2 A s b u i l t s \ 3 9 5 1 0 3 . ( 3 1 7 ) S D - S D L N - 5 & S D L N - 8 - P H 2 P D M O D . d w g - S H E E T : 31 7 Fe b . 1 3 , 2 3 - 4: 4 4 P M br e t t REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KCS CONSTRUCTION 395-103 01/04/20221ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 2 RENEWS: JUNE 30, 2024 SDLN-5 & SDLN-8 STORM PLAN & PROFILE 3171 INCH = 50 FEET 50 25 50 SCALE 0 GENERAL NOTES: 1.ITALIC STATION LABELS INDICATE PIPE STATIONING. 2.ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE NOTED. SDLN8 PLAN SCALE: 1" = 50' SDLN8 PROFILE HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 10' STORM NOTES: INSTALL STORM MANHOLE PER CWS NO. 010, SHEET D3.01. EXCAVATE AND EXPOSE EXISTING CLEANOUT. REMOVE CLEANOUT AND INSTALL STORM MANHOLE PER CWS NO. 010, SHEET D3.01. NOTIFY ENGINEER OF ANY DISCREPANCIES. REMOVE EXISTING CLEANOUT AND CONNECT TO EXISTING STORM LINE. NOTIFY ENGINEER OF ANY DISCREPANCIES. INSTALL 6" PVC STORM SEWER LATERAL @ S=0.0200 MIN. PER CWS DWG NO. 520, SHEET D3.02. SEE TABLE THIS SHEET FOR LATERAL INFORMATION. INSTALL 6" PVC STORM SEWER LATERAL @ S=0.0200 MIN. PER CWS DWG NO. 520, SHEET D3.02. SEE TABLE THIS SHEET FOR LATERAL INFORMATION. INSTALL A SAND COLLAR AT MANHOLE CONNECTION PER CWS DWG NO. 030 SEE SHEET D3.05. INSTALL INLET CATCH BASIN (CG-30) PER CWS DWG NO. 330, SHEET D3.02. SEE TABLE THIS SHEET FOR INLET INFORMATION. 1 2 2A SDLN5 PLAN SCALE: 1" = 50' SDLN5 PROFILE HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 10' INLET DATA: 3A 3B 3C 3D 1J 1K SDMH 5C 3 DCO DCO PG E 644 W 10+00 11+00 12+00 13+00 14+00 1+00 2+00 3+00 4+00DSDSDSDSDSDSDSDSDSDSDSDSDSD SD SD SD SD SD SD SD SD SD SD SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSS SS TR A C T E E SDCI 14.2 SDCI 14.1 SDMH 14B XS D XS S XS S XS S XS S XS S XS S XS S XS S XS S XS S XS S XS S XS S XSS SW R O Y R O G E R S R D . ( C . R . N O . 3 1 5 0 ) SW PERTH ROAD SDLN-14DD DD D XSD XSD XS D XS D XS D XS D XSD XSD XSD XSD XS D XS D XS D XS D XS D XS D XS D XS D XS D XS D XS D XSD XSD XS D XS D 1+0 0 2+00 3+ 0 0 3+ 1 5 A 1+ 0 0 2+ 0 0 3+ 0 0 3+ 5 0 1+00 2+00 3+00 4+00 5+005+00 B C 235 240 245 250 255 260 23 2 23 3 234 236 237 238 239 241 242 243 244 246 247 248 249 251 252 253 254 256 257 258 259 261 24 5 25 0 24 3 24 4 24 6 24 7 24 8 24 9 23 5 240 23 6 23 7 23 8 23 9 241 24 2 235 24 0 232233234 23 623723 8 23 9 24 1 242 235 240 245 232 233 234 236 237 238 239 241 242 243 244 242 245 250 25 5 260246 24 7 248 24 9 251 252 25 3 254 256 25 7 258 259 261 C A B 5 8 7 4 12 10 6 2 1 13 14 EMERGENCY OVERFLOW SPILLWAY SEE DETAILS SHEET 319 5 4 15 16 0+ 0 0 0+ 6 0 11 1718 TRACT DD SD SD SD SD SD SD SD SS SS SS SS SS SS SS SS SS SS SS W SW R O Y R O G E R S R D . ( C . R . N O . 3 1 5 0 ) SW R I V E R T E R R A C E B L V D SW PERTH ROAD SW 1 6 5 T H A V E N U E KEY MAP N: \ p r o j \ 3 9 5 - 1 0 3 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s - C D S u b m i t t a l P H 2 A s b u i l t s \ 3 9 5 1 0 3 . ( 3 1 8 - 3 1 9 ) S D - W Q F A C I L I T Y - P H 2 P D M O D . d w g - S H E E T : 31 8 Fe b . 1 3 , 2 3 - 4: 4 5 P M br e t t REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KCS CONSTRUCTION 395-103 01/04/20221ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 2 RENEWS: JUNE 30, 2024 WATER QUALITY FACILITY PLAN & PROFILE 3181 INCH = 20 FEET 20 10 20 SCALE 0WATER QUALITY FACILITY & SWALE PLAN SCALE: 1" = 20' SD L N - 1 4 SE E S H E E T 30 2 GENERAL NOTES: 1.ITALIC STATION LABELS INDICATE PIPE STATIONING. 2.ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE NOTED. 3.REFER TO LANDSCAPE POND COMMUNITY AMENITIES SET SHEETS FOR WOODCHIP TRAIL DETAILS AND ADDITIONAL POND PLANTING DETAILS AND REQUIREMENTS. STORM NOTES: CONSTRUCT 140' LONG X 15' WIDE WATER QUALITY SWALE WITH A SLOPE OF SWALE TO BE 0.5% WITH 4" UNDER DRAIN PER CWS DWG NO. 700 & 710, AND DETAILS ON SHEETS L1.01, L3.04, L3.05. CONSTRUCT CONCRETE STILLING BASIN AT STORM OUTFALL PER DETAILS SHEET L3.05. EXISTING STORM MANHOLE PER ROY ROGERS WIDENING MSTIP. EXISTING 72" STORM MANHOLE PER ROY ROGERS WIDENING MSTIP. EXISTING 72" FLOW CONTROL STORM MANHOLE PER ROY ROGERS WIDENING MSTIP. VACTOR MANHOLE, REPLACE 2"Ø ORIFICE PLATE WITH 2.96"Ø ORIFICE PLATE. CUT NOTCH IN TOP OF EXISTING WEIR WALL AND INSTALL 1' PVC PLATE OVER NOTCH PER DETAIL 2 ON SHEET D3.05. EXISTING PRE-TREATMENT VAULT PER ROY ROGERS WIDENING MSTIP. MAINTENANCE TO CONTINUE BEING PROVIDED BY THE CITY. EXISTING 9' STANDPIPE ON 6'X6'X1' CONCRETE SLAB PER ROY ROGERS WIDENING MSTIP. REMOVE 6" CURB AT BASE OF STANDPIPE. EXISTING CG-48 PER ROY ROGERS WIDENING MSTIP. EXISTING 12' WIDE MAINTENANCE ACCESS PER ROY ROGERS WIDENING MSTIP. PLACE 4" AC OVER EXISTING 12" AGGREGATE BASE. EXISTING 24" OUTFALL I.E. 235.1 INSTALL MIDWEST GABION 3' X 3' WELDED MESH PER DETAIL 4, SEE SHEET L3.02. PROVIDE CLASS 50 RIP-RAP AT OUTFALL AREA (10' WIDE X 20' LONG X 1' DEEP) ON 8 OZ NON-WOVEN GEOTEXTILE FABRIC. INSTALL SDCO, 8" ABOVE TOP OF MEDIA, ALONG 4" PERF PIPE IN SWALE PER CWS DWG 402, SEE SHEET D3.04. INSTALL 4" PERF PIPE PER CWS DWG 402, SEE SHEET D3.04. INSTALL 4' BLACK CHAINLINK VINYL COATED FENCE ON RETAINING WALL PER CWS POND FENCING DETAIL CONSTRUCT COMMERCIAL DRIVEWAY APPROACH PER DETAIL 143, SEE SHEET D2.01. 1 5 6 7 8 10 11 2 4 12 13 14 15 16 17 18 EXISTING GROUND 220 230 240 250 260 220 230 240 250 260 1+00 2+00 3+00 3+15 140.00' MIN. SWALE CONCRETE STILLING BASIN. BTM ELEV = 234.3 SEE DETAILS SHEET L3.05. CONCRETE SPILLWAY STA = 1+18.00 ELEV = 235.20' POND BOTTOM ELEVATION = 232.00 3 1 3 1 SWALE OUTFALL TO POND SEE DETAIL 2, SHEET L3.05. STA = 2+76.21 ELEV = 234.00' GABION WALL PER DETAIL 4, SEE SHEET L3.02. EXISTING 12" PIPE IE ELEV = 235.0 215 220 230 240 250 260 215 220 230 240 250 260 1+00 2+00 3+00 3+50 EXISTING GROUND POND BOTTOM ELEVATION = 232.00 3 1 PERTH ROAD RETAINING WALL GABION BASKETS PER LANDSCAPE DETAILS PROPERTY LINE ROW 3 1 5.00' WOODCHIP TRAIL SWALE INSTALL 4' BLACK CHAINLINK VINYL COATED FENCE ON RETAINING WALL PER CWS POND FENCING DETAIL AND RETAINING WALL DETAIL ON SHEET 112.1. 2 1 220 230 240 250 260 220 230 240 250 260 1+00 2+00 3+00 4+00 5+00 EXISTING GROUND POND BOTTOM ELEVATION = 232.00 GABION BASKETS PER LANDSCAPE DETAILS. SWALE 3 1 3 1 ROW PROPERTY LINE 5.00' WOODCHIP TRAIL POND ACCESSROY ROGERS ROAD 5.00' WOODCHIP TRAIL PROPERTY LINE FREE STANDING GABION BASKET WALL PER LANDSCAPE DETAILS. TOP OF BERM = 242.0' EXISTING POND BY OTHERS 3 1 2:1 MAX SLOPE TR A C T E E TRACT DD XSD XSD XS D XS D XS D XS D XS D XS D XS D XS D 2+00 235 232 233 234 236 237 238 239 242 0+ 0 0 0+ 6 0 17.00' 5.00' PATH 11.00' 11.00' 50.00' 10.00' EMERGENCY OVERFLOW SPILLWAY SW R O Y R O G E R S R D . ( C . R . N O . 3 1 5 0 ) SW R I V E R T E R R A C E B L V D SW PERTH ROAD SW 1 6 5 T H A V E N U E KEY MAP N: \ p r o j \ 3 9 5 - 1 0 3 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s - C D S u b m i t t a l P H 2 A s b u i l t s \ 3 9 5 1 0 3 . ( 3 1 8 - 3 1 9 ) S D - W Q F A C I L I T Y - P H 2 P D M O D . d w g - S H E E T : 31 9 Fe b . 1 3 , 2 3 - 4: 4 5 P M br e t t REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KCS CONSTRUCTION 395-103 01/04/20221ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 2 RENEWS: JUNE 30, 2024 WATER QUALITY FACILITY SECTIONS 3191 INCH = 30 FEET 30 15 30 SCALE 0 GENERAL NOTES: 1.ITALIC STATION LABELS INDICATE PIPE STATIONING. 2.ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE NOTED. 3.REFER TO LANDSCAPE POND COMMUNITY AMENITIES SET SHEETS FOR WOODCHIP TRAIL DETAILS AND ADDITIONAL POND PLANTING DETAILS AND REQUIREMENTS. SECTION AA SWALE PROFILE HORIZONTAL SCALE: 1" = 30', VERTICAL SCALE: 1" = 10' SECTION BB PROFILE HORIZONTAL SCALE: 1" = 30', VERTICAL SCALE: 1" = 10' SECTION CC PROFILE HORIZONTAL SCALE: 1" = 30', VERTICAL SCALE: 1" = 10' EMERGENCY OVERFLOW SPILLWAY PLAN HORIZONTAL SCALE: 1" = 10' EMERGENCY OVERFLOW SPILLWAY DETAIL N.T.S. 50.0' LENGTH OVERFLOW SPILLWAY EMERGENCY SPILLWAY OVERFLOW ELEVATION = 241.0' TOP OF BERM ELEVATION = 242.0' POND BOTTOM ELEVATION 232.0' RIPRAP 1.0' MIN. 8-OZ NONWOVEN GEOTEXTILE FABRIC SDCB 30A.1 2+55.07, 0.00' (SDLN-30) RIM = 252.46 12" IE OUT = 247.62 43.22 LF (PVC) @S=0.0050 SDAD 29A.1 2+15.57, 3.50' R (SDLN-29) RIM = 280.71 10" IE OUT = 276.87 3.50 LF () @S=0.3968 24" SD/8" SS 0.48' CLR 250 260 270 280 290 300 250 260 270 280 290 300 0+75 1+00 2+00 3+00 4+00 5+00 5+50 FINISH GRADE @ STORM CENTERLINE EXISTING GROUND @ STORM CENTERLINE STORM LATERAL, TYP SANITARY LATERAL, TYP CLASS 'B' GRANULAR BACKFILL & BEDDING SD M H 2 0 A . 3 ST A = 1 + 0 9 . 5 0 , 0 . 0 0 ' (S D L N - 2 9 ) 12 " I E I N = 2 7 3 . 5 5 ( S E ) 12 " I E I N = 2 7 3 . 5 5 ( N E ) 12 " I E O U T = 2 7 3 . 3 5 ( N W ) ST A = 2 + 6 5 . 7 3 ( S D L N - 2 0 ) RI M = 2 8 1 . 0 4 197.34 LF 12" (PVC) @ S=0.0175 SD M H 2 9 A ST A = 3 + 0 6 . 8 3 , 0 . 0 0 ' (S D L N - 2 9 ) 12 " I E I N = 2 7 7 . 2 0 ( N E ) 12 " I E O U T = 2 7 7 . 0 0 ( S W ) ST A = 2 + 5 7 . 6 5 ( A L L E Y 2 P H 2 ) RI M = 2 8 3 . 7 2 65.93 LF 12" (PVC) @ S=0.0614 SD M H 2 9 B ST A = 3 + 7 2 . 7 7 , 0 . 0 0 ' (S D L N - 2 9 ) 12 " I E I N = 2 8 1 . 4 4 ( N E ) 12 " I E O U T = 2 8 1 . 2 4 ( S W ) ST A = 3 + 2 4 . 6 7 ( A L L E Y 2 P H 2 ) RI M = 2 8 6 . 7 4 53.92 LF 12" (PVC) @ S=0.0423 SD M H 2 9 C ST A = 4 + 2 6 . 6 8 , 0 . 0 0 ' (S D L N - 2 9 ) 12 " I E I N = 2 8 3 . 9 2 ( E ) 12 " I E O U T = 2 8 3 . 7 2 ( S W ) ST A = 3 + 7 9 . 2 5 ( A L L E Y 2 P H 2 ) RI M = 2 8 9 . 2 2 93.62 LF 12" (PVC) @ S=0.0164 SD M H 2 9 D ST A = 5 + 2 0 . 3 0 , 0 . 0 0 ' (S D L N - 2 9 ) 12 " I E O U T = 2 8 5 . 4 6 ( W ) ST A = 4 + 7 3 . 7 1 ( A L L E Y 2 P H 2 ) RI M = 2 9 3 . 6 0 SDMH 29C SD SD SD SD SD SS SS 1 14O.2 SDL N - 2 5 SDLN - 1 4 W 8. 0 0 ' PU E , T Y P . WW W W W W W W SW P E R T H R O A D SW R I V E R T E R R B L V D SD L N - 2 0 23+00 24+ 0 0 13+0 0 14+0 0 2+ 0 0 3+ 0 0 4+ 0 0 1+0 0 2+0 0 67 + 0 0 68 + 0 0 W W W 95 96 109 TR A C T V TRACT AA SD SDSDSD SD SS SSSSSS SS SS 99 104 103 105 101 102 100TR A C T T 97 98 108 107 106 TRACT U1+00 2+00 3+00 4+00 5+0 0 5+2 0 1+00 2+00 3+00 4+00 5+00 6+00 6+21 7+14 SDMH 29D SDMH 29B SDMH 29A SDMH 20A.3 1 1 1 SS SS 1 5B SDAD 29A.1 STORM LATERAL TABLE LOT # 95 96 97 98 **99 100 101 102 103 104 105 106 107 108 109 STATION 1+90.64 (SDLN-29) 2+26.91 (SDLN-29) 2+58.91 (SDLN-29) 2+90.93 (SDLN-29) 3+25.56 (SDLN-29) 3+61.06 (SDLN-29) 3+89.19 (SDLN-29) 4+22.32 (SDLN-29) 4+48.04 (SDLN-29) 4+79.65 (SDLN-29) 5+16.14 (SDLN-29) 3+85.11 (SDLN-29) 3+33.21 (SDLN-29) 2+86.49 (SDLN-29) 2+51.49 (SDLN-29) LENGTH 19.50' 19.50' 19.50' 19.50' 20.63' 19.94' 19.46' 17.98' 20.65' 21.59' 17.98' 11.70' 10.11' 11.50' 11.50' SLOPE 2.00% 2.00% 2.00% 2.00% 2.00% 2.00% 2.00% 6.49% 8.75% 12.16% 20.45% 2.00% 2.00% 2.00% 2.00% IE @ LOT 275.85 276.49 277.05 277.61 279.24 281.42 283.03 285.21 286.58 287.92 289.57 282.70 279.52 277.37 276.76 276.7 277.7 277.9 278.3 7.60% 9.22% 7.63% 5.56%18.48' 12.05%278.3 3+58.89 (SDLN-29)282.810.83% 11.02%280.2 7.35% 7.12% 284.0 285.1 8.45%283.2 16.62% 25.74% 288.6 290.3 220 230 240 250 260 270 220 230 240 250 260 270 0+50 1+00 2+00 3+00 106.85 LF 12" (PVC) @ S=0.0050 SD M H 1 4 B ST A = 1 + 0 5 . 0 0 , 0 . 0 0 ' (S D L N - 3 0 ) 21 " I E I N = 2 4 5 . 9 2 ( E ) 12 " I E I N = 2 4 6 . 6 7 ( S ) 21 " I E O U T = 2 4 5 . 7 2 ( W ) ST A = ? ? ? ( A L L E Y 3 P H 2 ) RI M = 2 6 1 . 1 6 SD M H 3 0 A ST A = 2 + 1 1 . 8 5 , 0 . 0 0 ' (S D L N - 3 0 ) 12 " I E I N = 2 4 7 . 4 0 ( S E ) 12 " I E O U T = 2 4 7 . 2 0 ( N ) ST A = 1 + 8 0 . 9 6 ( A L L E Y 3 P H 2 ) RI M = 2 5 4 . 2 6 6. 0 0 ' PU E , T Y P . SD SD SD SS SS 5A W SW P E R T H R O A D SD L N - 1 4 SDLN-15 SW 168TH AV E N U E 14 + 0 0 15 + 0 0 4+ 0 0 5+ 0 0 1+00 2+00 SD TRACT CC TR A C T B B 124 TRACT DD 125 126 3.00' PUE, TYP. 3.00' PUE, TYP. 6.00' PUE, TYP. 1+00 2+0 0 3+ 0 0 SS SDCB 30A.1SDMH 30A SDMH 14B 1 1 1+00 2+00 2+55 SW R O Y R O G E R S R D . ( C . R . N O . 3 1 5 0 ) SW R I V E R T E R R A C E B L V D SW PERTH ROAD SW 1 6 5 T H A V E N U E KEY MAP N: \ p r o j \ 3 9 5 - 1 0 3 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s - C D S u b m i t t a l P H 2 A s b u i l t s \ 3 9 5 1 0 3 . ( 3 2 0 ) S D - S D L N - 2 9 3 0 - P H 2 P D M O D . d w g - S H E E T : 32 0 Fe b . 1 3 , 2 3 - 4: 4 6 P M br e t t REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KCS CONSTRUCTION 395-103 01/04/20221ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 2 RENEWS: JUNE 30, 2024 1 INCH = 50 FEET 50 25 50 SCALE 0 GENERAL NOTES: 1.ITALIC STATION LABELS INDICATE PIPE STATIONING. 2.ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE NOTED. SDLN2 PLAN SCALE: 1" = 50' SDLN2 PROFILE HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 10' INLET DATA: 5A STORM NOTES: INSTALL STORM MANHOLE PER CWS NO. 010, SHEET D3.01. INSTALL CG-2 CATCH BASIN PER CWS DWG NO. 300, 310, & 320, SHEET D3.04. SEE TABLE THIS SHEET FOR INLET INFORMATION. 1 5 SDLN-20 SEE SHEET 308 SDLN-20 SEE SHEET 308 SDLN-29 SDLN-30 STORM PLAN & PROFILE 320 SDLN-14 SEE SHEET 301 SDLN-14 SEE SHEET 302 SDLN0 PLAN SCALE: 1" = 50' SDLN0 PROFILE HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 10' SD L N - 1 4 SE E S H E E T 30 2 5B **BROKEN/MISSING LATERAL BOARD N: \ p r o j \ 3 9 5 - 1 0 3 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s - C D S u b m i t t a l P H 2 A s b u i l t s \ 3 9 5 1 0 3 . ( D 3 . 0 1 ) S T O R M D E T A I L S - P H 2 P D M O D . d w g - S H E E T : D3 . 0 1 Fe b . 1 3 , 2 3 - 4: 4 7 P M br e t t REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KCS CONSTRUCTION 395-103 01/04/20221ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 2 RENEWS: JUNE 30, 2024 STORM DETAILS D3.01 N: \ p r o j \ 3 9 5 - 1 0 3 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s - C D S u b m i t t a l P H 2 A s b u i l t s \ 3 9 5 1 0 3 . ( D 3 . 0 1 ) S T O R M D E T A I L S - P H 2 P D M O D . d w g - S H E E T : D3 . 0 2 Fe b . 1 3 , 2 3 - 4: 4 7 P M br e t t REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KCS CONSTRUCTION 395-103 01/04/20221ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 2 RENEWS: JUNE 30, 2024 DISSIPATION TRENCH DETAIL N.T.S.1 2:1 MAX SLOPE WRAP BOTTOM AND SIDES OF TRENCH WITH NON-WOVEN POLYPROPYLENE GEOTEXTILE FABRIC WRAP PERFORATED PIPE WITH NON-WOVEN POLYPROPYLENE GEOTEXTILE FABRIC 6" PERFORATED PVC DRAIN PIPE (ASTM D-3034) @ S=0.00% FOR ENTIRE LENGTH OF TRENCH FILL DITCH WITH CLASS 100 RIPRAP 1.50' 1.50' 4.5% SLOPE ALONG TREATMENT AREA IN BUFFER STEEL PIPE CASING DETAIL NO LONGER USED. REMOVED FROM SHEET. STORM DETAILS D3.02 N: \ p r o j \ 3 9 5 - 1 0 3 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s - C D S u b m i t t a l P H 2 A s b u i l t s \ 3 9 5 1 0 3 . ( D 3 . 0 1 ) S T O R M D E T A I L S - P H 2 P D M O D . d w g - S H E E T : D3 . 0 3 Fe b . 1 3 , 2 3 - 4: 4 7 P M br e t t REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KCS CONSTRUCTION 395-103 01/04/20221ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 2 RENEWS: JUNE 30, 2024 STORM DETAILS D3.03 N: \ p r o j \ 3 9 5 - 1 0 3 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s - C D S u b m i t t a l P H 2 A s b u i l t s \ 3 9 5 1 0 3 . ( D 3 . 0 1 ) S T O R M D E T A I L S - P H 2 P D M O D . d w g - S H E E T : D3 . 0 4 Fe b . 1 3 , 2 3 - 4: 4 7 P M br e t t REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KCS CONSTRUCTION 395-103 01/04/20221ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 2 RENEWS: JUNE 30, 2024 STORM DETAILS D3.04 N: \ p r o j \ 3 9 5 - 1 0 3 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s - C D S u b m i t t a l P H 2 A s b u i l t s \ 3 9 5 1 0 3 . ( D 3 . 0 1 ) S T O R M D E T A I L S - P H 2 P D M O D . d w g - S H E E T : D3 . 0 5 Fe b . 1 3 , 2 3 - 4: 4 7 P M br e t t REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KCS CONSTRUCTION 395-103 01/04/20221ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 2 RENEWS: JUNE 30, 2024 2.52' 3.5' MIN. DEPTH FRENCH DRAIN NOT TO SCALE 1 SHT SIDEWALK 4" CONCRETE SIDEWALK PER CITY OF TIGARD DETAIL DWG NO. 120, SEE SHEET D2.01 WRAP BOTTOM AND SIDES OF TRENCH WITH NON-WOVEN POLYPROPYLENE GEOTEXTILE FABRIC WRAP PERFORATED PIPE WITH NON-WOVEN POLYPROPYLENE GEOTEXTILE FABRIC 10" PERFORATED PVC DRAIN PIPE (ASTM D-3034 SDR 35) @ S=0.0100 3" CLEAN RIVER ROCK PLACE 2.0' X 1.0' X 14" PVC PLATE WITH 1.3' X 0.28' NOTCH AT TOP OF PLATE ON UPSTREAM SIDE OF WEIR WALL. SECURE PLATE TO WEIR WALL USING SS HARDWARE (6 EA.) CUT 1.5' X 0.5' NOTCH IN CONCRETE WEIR WALL ELEV 241.00' EXISTING WEIR WALL WEIR WALL DETAIL NOT TO SCALE 2 D3.05 STORM DETAILS D3.05 1+00 2+00 3+00 4+00 4+49 X X X SC S S XSS XSS XSS XSS XSS XS S XS S SC SD SD SD XW XW XW XWXW XW XW PGE644 PGE1730 PGE1730PGE1730PGE1730 T PGE1730 T PGE1730 TPGE644 PGE1730 T PGE1730 T W WWW SW 165TH AVENUE XS S W SS SS 53 54 57565552 58 51 29 + 0 0 30 + 0 0 5+ 0 0 SS L N - P SSLN-E 1 XSD XSD XSD SD SD SD SD SSMH E2 EX SSCO #E1 5 2 TYP.6.00' PUE, TYP. 6.00' PUE, TYP. WWW PGE644 PG E1730T 97 98 SS SS 50 SANITARY LATERAL TABLE LOT # **55 56 57 STATION 3+11.83 (SSLN-E) 3+72.83 (SSLN-E) 4+36.55 (SSLN-E) LENGTH 40.00' 40.00' 40.00' SLOPE 8.17% 5.93% 3.16% IE @ LOT 302.57 305.60 308.60 2.35% 7.42% 303.9 310.042.19' 260 270 280 290 300 310 320 260 270 280 290 300 310 320 0+50 1+00 2+00 3+00 4+00 5+00 5+50 CLASS 'B' GRANULAR BACKFILL & BEDDING FINISH GRADE @ SANITARY CENTERLINE EXISTING GROUND @ SANITARY CENTERLINE SANITARY LATERAL, TYP 192.00 L F 8 " @ S=0.06 4 4 151.55 L F 8 " ( P V C ) @ S=0.06 4 4 EX S S M H E 1 ST A = 1 6 + 3 7 . 2 0 , 7 . 0 0 L ' (1 6 5 T H S ) ST A + 2 + 9 2 . 0 0 ( S S L N - E ) RI M = 3 0 8 . 4 4 8" I E O U T = 2 9 7 . 8 6 ( N ) SS M H E 2 ST A = 1 4 + 8 5 . 6 5 , 7 . 0 0 ' L (1 6 5 T H S ) 8" I E O U T = 3 0 7 . 6 2 ( N ) ST A = 4 + 4 3 . 5 5 ( S S L N - E ) RI M = 3 1 5 . 1 1 EXISTING GROUND @ SANITARY CENTERLINE 10" SD/8" SS 4.18' CLR 30 7 . 1 0.0609 SW R O Y R O G E R S R D . ( C . R . N O . 3 1 5 0 ) SW R I V E R T E R R A C E B L V D SW PERTH ROAD SW 1 6 5 T H A V E N U E KEY MAP N: \ p r o j \ 3 9 5 - 1 0 3 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s - C D S u b m i t t a l P H 2 A s b u i l t s \ 3 9 5 1 0 3 . ( 4 0 1 ) S S - S S L N - E - P H 2 P D M O D . d w g - S H E E T : 40 1 Fe b . 1 3 , 2 3 - 4: 4 8 P M br e t t REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KCS CONSTRUCTION 395-103 01/04/20221ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 2 RENEWS: JUNE 30, 2024 SSLN-E SANITARY PLAN & PROFILE 4011 INCH = 50 FEET 50 25 50 SCALE 0 GENERAL NOTES: 1.ITALIC STATION LABELS INDICATE PIPE STATIONING. 2. ALL PVC PIPE TO BE ASTM D3034 UNLESS OTHERWISE NOTED. INSTALL SANITARY MANHOLE PER CWS DWG NO 010, SHEET D4.01. INSTALL 4" PVC SANITARY SEWER LATERAL @ S=0.0200 MIN. PER CWS DWG NO. 520, SHEET D4.01. SEE TABLE THIS SHEET FOR LATERAL INFORMATION. REMOVE CLEANOUT AND CONNECT TO EXISTING PIPE. MAINTAIN EXISTING SLOPE AND ALIGNMENT. CONTRACTOR TO FIELD VERIFY EXISTING SLOPE AND ALIGNMENT AND REPORT DISCREPANCIES TO ENGINEER. SANITARY NOTES: 1 2 SSLNE PLAN SCALE: 1" = 50' * NOTE: PROVIDE BACKFLOW PREVENTER DEVICE PER OREGON PLUMBING SPECIALTY CODE. SSLNE PROFILE HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 10' 5 ** BROKEN/MISSING LATERAL BOARD PGE1730 PGE1730 DCO DCO DCO DCO PGE1730 PG E 644 PGE1730 PGE1730 PGE1730 PGE1730 W W W W W W W W W W S SS SS SS SS SS SS SS SS SS SD SD SD SD SD SDTYP. XS S XS S XS S XS S 10.00' 10+00 11+00 12+00 SSMH 833957 SSMH G2 SSMH G3 SSMH G1 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 2 1 1 5 4 6 12' WIDE MAINTENANCE ACCESS ROAD SEE SHEET 204 1 15' PUBLIC SANITARY SEWER EASEMENT SD SS SS SS SS SS SS SS SS SSMH G2.1 SW N O O S A C O U R T SSLN-G SSLN-G TRACT EE TRACT DD TRACT Z 111 112 110 TR A C T C C TRACT BB 116 115 113 TRACT Y 114 SANITARY LATERAL TABLE LOT # 110 **111 112 STATION 10+02.45 (SSLN-G) 10+43.30 (SSLN-G) 10+75.30 (SSLN-G) LENGTH 20.50' 20.50' 20.50' SLOPE 41.43% 45.56% 46.04% IE @ LOT 269.71 272.90 274.84 35.14% 45.29% 268.7 274.0 200 210 220 230 240 250 260 270 280 290 200 210 220 230 240 250 260 270 280 290 0+75 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 FINISH GRADE @ SANITARY CENTERLINE EXISTING GROUND @ SANITARY CENTERLINE CLASS 'B' GRANULAR BACKFILL & BEDDING SANITARY LATERAL, TYP CLASS 'A' NATIVE BACKFILL & BEDDING 298.36 LF 12 " ( P V C ) @ S=0.0372 29.85 LF 12" (PVC) @ S=0.0573 425.66 L F 1 2 " ( P V C ) @ S=0.05 7 5 FINISH GRADE @ SANITARY CENTERLINE EXISTING GROUND @ SANITARY CENTERLINE 35.00 LF 12" @ S=0.0040 8" PROPO S E D W A T E R 12" PROP O S E D S T O R M EX S S M H 8 3 3 9 5 7 ST A : 1 + 0 0 . 0 0 ( S S L N - G ) RI M = 2 3 4 . 5 7 12 " I E I N = 2 2 7 . 6 9 ( E ) 24 " I E I N = 2 2 6 . 7 0 ( N ) 24 " I E O U T = 2 2 6 . 6 0 ( S ) SS M H G 2 12 " I E I N = 2 3 9 . 3 4 ( N E ) 12 " I E O U T = 2 3 9 . 1 4 ( W ) ST A = 4 + 3 3 . 3 6 ( S S L N - G ) RI M = 2 5 0 . 3 6 SS M H G 3 12 " I E I N = 2 5 7 . 2 0 ( N E ) 12 " I E O U T = 2 5 7 . 0 0 ( W ) ST A = 9 + 3 8 . 5 2 ( S S L N - G ) RI M = 2 7 4 . 5 5 SS M H G 1 12 " I E I N = 2 2 8 . 0 3 ( E ) 12 " I E O U T = 2 2 7 . 8 3 ( W ) ST A = 1 + 3 5 . 0 0 ( S S L N - G ) RI M = 2 3 7 . 6 4 475.31 LF 12" ( P V C ) @ S=0.0331 SS M H G 2 . 1 ST A = 4 + 6 3 . 2 1 , 0 . 0 0 ' (S S L N - G ) 12 " I E I N = 2 4 1 . 2 5 ( E ) 12 " I E O U T = 2 4 1 . 0 5 ( S W ) ST A = 4 + 6 3 . 2 1 ( S S L N - G ) RI M = 2 5 0 . 9 3 25 6 . 5 0.0572 25 6 . 3 21.79 SW R O Y R O G E R S R D . ( C . R . N O . 3 1 5 0 ) SW R I V E R T E R R A C E B L V D SW PERTH ROAD SW 1 6 5 T H A V E N U E KEY MAP N: \ p r o j \ 3 9 5 - 1 0 3 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s - C D S u b m i t t a l P H 2 A s b u i l t s \ 3 9 5 1 0 3 . ( 4 0 2 - 4 0 3 ) S S - S S L N - G - P H 2 P D M O D . d w g - S H E E T : 40 2 Fe b . 1 3 , 2 3 - 4: 5 0 P M br e t t REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KCS CONSTRUCTION 395-103 01/04/20221ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 2 RENEWS: JUNE 30, 2024 SSLN-G SANITARY PLAN & PROFILE 4021 INCH = 50 FEET 50 25 50 SCALE 0 SS L N - G SE E SH E E T 4 0 3 GENERAL NOTES: 1.ITALIC STATION LABELS INDICATE PIPE STATIONING. 2. ALL PVC PIPE TO BE ASTM D3034 UNLESS OTHERWISE NOTED. SSLNG PLAN SCALE: 1" = 50' SSLNG PROFILE HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 10' * NOTE: PROVIDE BACKFLOW PREVENTER DEVICE PER OREGON PLUMBING SPECIALTY CODE. STRUCTURE NOTE: ALL SANITARY AND STORM DRAIN MANHOLES OUTSIDE OF STREET AREA TO BE SET MINIMUM 6" ABOVE GRADE WITH WATERTIGHT/BOT DOWN FRAME AND COVER. SEE CWS DRAWING NO 130, SHEET D4.01. INSTALL SANITARY MANHOLE PER CWS DWG NO 010, SHEET D4.01. INSTALL 4" PVC SANITARY SEWER LATERAL @ S=0.0200 MIN. PER CWS DWG NO. 520, SHEET D4.01. SEE TABLE THIS SHEET FOR LATERAL INFORMATION. EXISTING SANITARY MANHOLE PER WASHINGTON COUNTY MSTIP. PROTECT IN PLACE. REMOVE CLEANOUT AND INSTALL SANITARY MANHOLE PER CWS DWG NO 010, SHEET D4.01. MAINTAIN EXISTING SLOPE AND ALIGNMENT. CONTRACTOR TO FIELD VERIFY EXISTING SLOPE AND ALIGNMENT AND REPORT DISCREPANCIES TO ENGINEER. EXISTING 12" SEWER STUB AND CLEANOUT PER ROY ROGERS WIDENING MSTIP. REMOVE CLEANOUT SANITARY NOTES: 1 2 4 5 6 **BROKEN/MISSING LATERAL BOARD PGE1730 PGE1730 PGE1730 PGE1730 PGE1730 PG E644 PG E644 PGE1730 PGE1730 PG E5106 WWWWWWWW SS SS SS SS SS SS SD SD SD 3.00' PUE, TYP. 3.00' PUE, TYP. 8.00' PUE, TYP. 2 TYP. 1 SSMH G4 SS W W W W W W W 1 8.00' PUE, TYP. FUTURE SANITARY SEWER EXTENSION BY OTHERS SS W W 12+00 13+00 14+00 INSTALL AN INLET WINDOW TOWARD THE FUTURE EXTENSION TO THE SOUTH THAT SHALL BE BLOCKED AT INSTALLATION AND OPENED WHEN THE LINE IS EXTENDED IN THE FUTURE. SSMH G5 11+00 12+00 13+00 14 + 0 0 15+ 0 0 16+ 0 0 SSLN-G TRACT X TRACT Z 118 117116115113 119120121122 TRACT Y 123 114 SW NOOSA COURT SW R I V E R T E R R A C E B L V D 70 + 0 0 71 + 0 0 72 + 0 0 73+ 0 0 SANITARY LATERAL TABLE LOT # 113 **114 115 116 117 118 **119 120 **121 **122 **123 STATION 11+07.30 (SSLN-G) 11+39.30 (SSLN-G) 11+71.30 (SSLN-G) 12+03.30 (SSLN-G) 12+35.30 (SSLN-G) 12+67.30 (SSLN-G) 12+72.69 (SSLN-G) 12+40.69 (SSLN-G) 12+08.69 (SSLN-G) 11+76.69 (SSLN-G) 11+36.63 (SSLN-G) LENGTH 20.50' 20.50' 20.50' 20.50' 20.50' 20.50' 24.50' 24.50' 24.50' 24.50' 24.50' SLOPE 46.52% 46.99% 47.47% 47.95% 48.42% 47.26% 43.30% 42.90% 42.50% 42.10% 41.60% IE @ LOT 276.78 278.72 280.66 282.60 284.53 286.14 287.37 285.43 283.49 281.55 279.12 12+69.75 (SSLN-G) 40.46% 44.08% 82.56% 42.47% 32.97% 274.8 279.2 288.9 283.8 284.5 282.2 240 250 260 270 280 290 300 310 320 240 250 260 270 280 290 300 310 320 11+00 12+00 13+00 14+00 15+00 16+00 16+50 CLASS 'B' GRANULAR BACKFILL & BEDDING FINISH GRADE @ SANITARY CENTERLINE EXISTING GROUND @ SANITARY CENTERLINE SANITARY LATERAL, TYP STORM LATERAL, TYP 88.17 LF 12" (PVC) @ S=0.0050 425.66 L F 1 2 " ( P V C ) @ S=0.057 5 FUTURE SANITARY SEWER EXTENSION BY OTHERS 93.52 LF 12" (PVC) @ S=0.0026 8" PROPOSED WATER 18" PROPOSED WATER SS M H G 4 ST A = 7 0 + 8 8 . 3 4 , 4 . 9 9 ' R (R I V E R T E R R A C E ( S ) ) 12 " I E I N = 2 8 1 . 8 9 ( S E ) 12 " I E O U T = 2 8 1 . 6 9 ( S W ) ST A = 1 3 + 6 4 . 1 7 ( S S L N - G ) RI M = 2 9 6 . 2 3 SS M H G 5 ST A = 7 1 + 7 5 . 2 2 , 8 . 7 8 ' L (R I V E R T E R R A C E ( S ) ) 12 " I E I N = 2 8 2 . 5 1 ( S ) 12 " I E O U T = 2 8 2 . 3 3 ( N W ) ST A = 1 4 + 5 5 . 7 1 ( S S L N - G ) RI M = 3 0 3 . 1 3 28 0 . 9 0.0572 28 1 . 1 0.0140 30 2 . 2 SW R O Y R O G E R S R D . ( C . R . N O . 3 1 5 0 ) SW R I V E R T E R R A C E B L V D SW PERTH ROAD SW 1 6 5 T H A V E N U E KEY MAP N: \ p r o j \ 3 9 5 - 1 0 3 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s - C D S u b m i t t a l P H 2 A s b u i l t s \ 3 9 5 1 0 3 . ( 4 0 2 - 4 0 3 ) S S - S S L N - G - P H 2 P D M O D . d w g - S H E E T : 40 3 Fe b . 1 3 , 2 3 - 4: 5 0 P M br e t t REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KCS CONSTRUCTION 395-103 01/04/20221ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 2 RENEWS: JUNE 30, 2024 SSLN-G SANITARY PLAN & PROFILE 4031 INCH = 50 FEET 50 25 50 SCALE 0 GENERAL NOTES: 1.ITALIC STATION LABELS INDICATE PIPE STATIONING. 2. ALL PVC PIPE TO BE ASTM D3034 UNLESS OTHERWISE NOTED. INSTALL SANITARY MANHOLE PER CWS DWG NO 010, SHEET D4.01. INSTALL 4" PVC SANITARY SEWER LATERAL @ S=0.0200 MIN. PER CWS DWG NO. 520, SHEET D4.01. SEE TABLE THIS SHEET FOR LATERAL INFORMATION. SANITARY NOTES: 1 2 SSLNG PLAN SCALE: 1" = 50' * NOTE: PROVIDE BACKFLOW PREVENTER DEVICE PER OREGON PLUMBING SPECIALTY CODE. SSLNG PROFILE HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 10' SS L N - G SE E S H E E T 4 0 2 **BROKEN/MISSING LATERAL BOARD DCO DCO W PG E 644 PGE1730 PGE1730 PGE1730 PGE1730 PGE1730 PGE644 W W W W W W PGE 5106PG E 510 6 W W W S SS SS SS SS SS SS SS SS SS SD SD SD SD SD SD SD SD SD SD SD TRACT EE TRACT DD 8.00' PUE, TYP. 3.00' PUE, TYP. 8.00' PUE, TYP. 4 10 + 0 0 11 + 0 0 10+00 11+00 12+00 13+00 14+00 15+00 16+0 0 17+ 0 0 18+ 0 0 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+0 0 1+ 0 0 2+ 0 0 1+ 0 0 2+ 0 0 SSMH H1 SSMH H2 SSMH H3 SSMH H4 1 1 1 1 8.00' PUE, TYP. 2 XS S XS S XS S W W W 7 SW DEVLIN COURT SW PERTH ROAD SW 1 6 8 T H A V E N U E 127 128 129 130 131 132 133 126125124 SD SSMH H5 1 SS SS SSMH H1.1 1 2 SSLN- H SSLN-H SS L N - M SS L N - I SSL N - H TYP. TYP. FUTURE ALIGNMENTS FUTURE ALIGNMENTS SANITARY LATERAL TABLE LOT # 124 125 **126 127 128 129 130 131 132 133 140 139 **138 STATION 4+88.94 (SSLN-H) 5+23.26 (SSLN-H) 5+53.09 (SSLN-H) 5+82.63 (SSLN-H) 6+11.16 (SSLN-H) 6+42.06 (SSLN-H) 6+72.88 (SSLN-H) 7+01.40 (SSLN-H) 7+23.98 (SSLN-H) 7+49.33 (SSLN-H) 1+83.04 (SSLN-H) 2+03.05 (SSLN-H) 2+61.04 (SSLN-H) LENGTH 45.64' 45.35' 46.94' 49.11' 50.15' 49.03' 45.27' 46.87' 46.76' 45.09' 44.26' 44.24' 44.19' SLOPE 11.28% 13.34% 9.07% 9.73% 11.39% 13.81% 18.00% 17.75% 17.97% 18.98% 5.95% 6.90% 12.55% IE @ LOT 256.88 258.21 256.99 257.88 259.17 260.62 263.15 263.97 265.02 266.25 242.66 243.58 247.54 5.05% 8.46% 41.66' 46.72' 253.5 255.7 50.60' 6.06% 15.24% 257.5 256.3 261.5 48.23'11.86%261.2 18.64% 19.95% CLASS 'B' GRANULAR BACKFILL & BEDDING 200 210 220 230 240 250 260 270 280 200 210 220 230 240 250 260 270 280 0+50 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 8+50 SS M H H 1 ST A = 1 0 + 6 0 . 0 0 , 6 . 7 0 ' L (P E R T H ) 8" I E I N = 2 3 8 . 6 4 ( E ) 8" I E O U T = 2 3 8 . 4 4 ( W ) ST A = 1 + 3 5 . 0 0 ( S S L N - H ) RI M = 2 4 6 . 4 9 SS M H H 2 ST A = 1 3 + 9 0 . 6 2 , 7 . 0 0 ' L (P E R T H ) 8" I E I N = 2 5 1 . 2 7 ( E ) 8" I E O U T = 2 5 1 . 0 7 ( W ) ST A = 4 + 6 5 . 6 2 ( S S L N - H ) RI M = 2 6 0 . 8 7 SS M H H 3 ST A = 1 4 + 6 6 . 1 5 , 7 . 0 0 ' L (P E R T H ) 8" I E I N = 2 5 2 . 4 0 ( N E ) 8" I E O U T = 2 5 2 . 2 0 ( W ) ST A = 5 + 3 9 . 6 1 ( S S L N - H ) RI M = 2 6 2 . 3 6 SS M H H 4 ST A = 1 6 + 0 3 . 0 6 , 9 . 0 2 ' L (P E R T H ) 8" I E I N = 2 5 4 . 2 7 ( N E ) 4" I E I N = 2 5 5 . 0 0 ( S E ) 8" I E O U T = 2 5 4 . 0 7 ( S W ) ST A = 6 + 7 2 . 8 8 ( S S L N - H ) RI M = 2 6 8 . 2 0 SS M H H 5 ST A = 1 6 + 9 7 . 0 7 , 7 . 0 0 ' L (P E R T H ) 8" I E I N = 2 5 8 . 3 8 ( N E ) 8" I E O U T = 2 5 8 . 1 8 ( S W ) ST A = 7 + 6 4 . 6 6 ( S S L N - H ) RI M = 2 7 3 . 0 6 EX S S M H 8 3 3 9 6 0 ST A : 1 0 + 2 5 . 0 0 , 7 . 0 0 L ' (P E R T H ) ST A : RI M = 2 4 6 . 1 6 8" I E I N = 2 3 8 . 3 0 ( E ) 15 " I E I N = 2 3 7 . 8 0 ( N ) 24 " I E O U T = 2 3 7 . 3 0 ( S ) 91.78 LF 8" ( P V C ) @ S=0.0427 133.26 LF 8" (PVC) @ S=0.0125 74.00 LF 8" (PVC) @ S=0.0125 203.89 LF 8" (PVC) @ S=0.0253 35.00 LF 8" @ S=0.0040 ST A : 1 + 0 0 . 0 0 ( S S L N - H ) 180.58 LF 8 " ( P V C ) @ S=0.052 7 SS M H H 1 . 1 ST A = 1 2 + 6 3 . 8 9 , 6 . 8 8 ' L (P E R T H ) 8" I E I N = 2 4 4 . 0 0 ( E ) 8" I E O U T = 2 4 3 . 8 0 ( W ) ST A = 3 + 3 8 . 8 9 ( S S L N - H ) RI M = 2 5 4 . 3 3 126.73 LF 8 " ( P V C ) @ S=0.05 5 8 10" SD/8" SS 1.69' CLR 12" SD/8" SS 4.16' CLR 12" SD/8" SS 2.72' CLR 10" SD/8" SS 4.54' CLR FINISH GRADE @ SANITARY CENTERLINE EXISTING GROUND @ SANITARY CENTERLINE SANITARY LATERAL, TYP STORM LATERAL, TYP 23 7 . 5 24 5 . 8 24 3 . 6 24 3 . 4 0.0233 25 0 . 9 25 0 . 5 0.0544 25 1 . 8 25 2 . 0 0.0155 25 7 . 6 25 8 . 0 0.0365 SW R O Y R O G E R S R D . ( C . R . N O . 3 1 5 0 ) SW R I V E R T E R R A C E B L V D SW PERTH ROAD SW 1 6 5 T H A V E N U E KEY MAP N: \ p r o j \ 3 9 5 - 1 0 3 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s - C D S u b m i t t a l P H 2 A s b u i l t s \ 3 9 5 1 0 3 . ( 4 0 4 - 4 0 6 ) S S - S S L N - H - P H 2 P D M O D . d w g - S H E E T : 40 4 Ma r . 2 2 , 2 3 - 1: 2 9 P M br e t t REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KCS CONSTRUCTION 395-103 01/04/20221ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 2 RENEWS: JUNE 30, 2024 SSLN-H SANITARY PROFILE 4041 INCH = 50 FEET 50 25 50 SCALE 0 GENERAL NOTES: 1.ITALIC STATION LABELS INDICATE PIPE STATIONING. 2. ALL PVC PIPE TO BE ASTM D3034 UNLESS OTHERWISE NOTED. INSTALL SANITARY MANHOLE PER CWS DWG NO 010, SHEET D4.01. INSTALL 4" PVC SANITARY SEWER LATERAL @ S=0.0200 MIN. PER CWS DWG NO. 520, SHEET D4.01. SEE TABLE THIS SHEET FOR LATERAL INFORMATION. EXISTING SANITARY MANHOLE PER WASHINGTON COUNTY MSTIP. PROTECT IN PLACE. EXISTING 8" SANITARY SEWER STUB PER ROY ROGERS WIDENING MSTIP AND CLEANOUT. REMOVE CLEANOUT. SANITARY NOTES: 1 2 SSLN-H - PLAN SCALE: 1" = 50' * NOTE: PROVIDE BACKFLOW PREVENTER DEVICE PER OREGON PLUMBING SPECIALTY CODE. SSLN-H - PROFILE HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 10' SSLNH SEE SHEET 05 4 7 SSMH H4 ** BROKEN/MISSING LATERAL BOARDS PGE1730 PGE644 PGE577 PGE1730 PGE1730 PGE1730 PGE1730 PGE644 PGE1730 PGE1730 PGE1730 PGE644 PGE1730 PGE1730 PGE1730 PGE644 W W W W W WW W W W W W W W W W W W PGE5106 W W W W W WW SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SD SD SD SD SD SD SD SD SD SD SD SD SD 90 TRACT Q 91TRA C T R TRA C T S 89 8.00 ' PUE , T Y P . 8.00' PUE, TYP. 6.00' PUE, TYP. 6.00' PUE, TYP.11 + 0 0 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+ 0 0 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+0 0 1+ 0 0 1+ 0 0 2+0 0 SSMH H5 SSMH H6 SSMH H7 SSMH H8 SSMH H9 SSMH H10 1 1 1 1 1 1 8.00' PUE, TYP. 8.00' PUE, TYP. W W W W W W W W W W W SW R I V E R T E R R A C E B L V D SW P E R T H R O A D SW C H E T C O C O U R T SW R I V E R T E R R A C E BL V D SW PER T H R O A D SW R U B I C O N L A N E 132 133 99 104 103 105 101 102 100TRACT T979596 109 108 107 106 TR A C T V TRACT U TRACT AA SD SD SDSDSD SD SS SSSSSS SS SS 98 8.00' PUE, TYP. SS SS SSLN-H SSL N - Q SSL N - R SSLN-H SS L N - S SS L N - N SSL N - T 230 240 250 260 270 280 290 300 310 230 240 250 260 270 280 290 300 310 7+50 8+00 9+00 10+00 11+00 12+00 13+00 14+00 14+50 CLASS 'B' GRANULAR BACKFILL & BEDDING SS M H H 1 0 ST A = 2 3 + 3 2 . 7 3 , 1 2 . 3 1 ' L (P E R T H ) 8" I E I N = 2 9 1 . 6 0 ( N ) 8" I E I N = 2 9 1 . 6 0 ( E ) 8" I E O U T = 2 9 1 . 4 0 ( S W ) ST A = 1 4 + 0 4 . 9 9 ( S S L N - H ) RI M = 3 0 0 . 7 0 SS M H H 9 ST A = 2 2 + 3 2 . 8 9 , 9 . 0 0 ' L (P E R T H ) 8" I E I N = 2 8 5 . 8 0 ( N E ) 8" I E O U T = 2 8 5 . 6 0 ( S W ) ST A = 1 3 + 0 3 . 3 1 ( S S L N - H ) RI M = 2 9 4 . 4 8 SS M H H 8 ST A = 2 1 + 5 4 . 8 6 , 7 . 0 0 ' L (P E R T H ) 8" I E I N = 2 8 0 . 5 0 ( N E ) 8" I E O U T = 2 8 0 . 3 0 ( S W ) ST A = 1 2 + 2 3 . 7 3 ( S S L N - H ) RI M = 2 8 9 . 1 9 SS M H H 7 ST A = 2 0 + 9 0 . 8 3 , 6 . 9 8 ' L (P E R T H ) 8" I E I N = 2 7 5 . 2 0 ( N E ) 8" I E I N = 2 7 5 . 8 7 ( W ) 8" I E O U T = 2 7 5 . 0 0 ( S W ) ST A = 1 1 + 5 8 . 6 1 ( S S L N - H ) RI M = 2 8 5 . 6 4 SS M H H 6 ST A = 1 8 + 7 7 . 6 4 , 8 . 8 9 ' L (P E R T H ) 8" I E I N = 2 6 8 . 0 9 ( N E ) 8" I E I N = 2 6 8 . 0 9 ( N W ) 8" I E I N = 2 6 9 . 4 5 ( S E ) 8" I E O U T = 2 6 7 . 8 9 ( S W ) ST A = 9 + 4 5 . 2 4 ( S S L N - H ) RI M = 2 8 2 . 3 7 SS M H H 5 ST A = 1 6 + 9 7 . 0 7 , 7 . 0 0 ' L (P E R T H ) 8" I E I N = 2 5 8 . 3 8 ( N E ) 8" I E O U T = 2 5 8 . 1 8 ( S W ) ST A = 7 + 6 4 . 6 6 ( S S L N - H ) RI M = 2 7 3 . 0 6 180.58 L F 8 " ( P V C ) @ S=0.05 2 7 213.38 LF 8" ( P V C ) @ S=0.0324 65.11 L F 8 " ( P V C ) @ S=0.0 7 8 4 79.58 L F 8 " ( P V C ) @ S=0.06 4 0 101.68 LF 8 " ( P V C ) @ S=0.05 5 1 149.77 LF 8" (PVC) @ S=0.0227 12" SD/8" SS 0.79' CLR 10" SD/8" SS 1.67' CLR 12" SD/8" SS 2.74' CLR 10" SD/8" SS 1.64' CLR 10" SD/8" SS 1.64' CLR FINISH GRADE @ SANITARY CENTERLINE EXISTING GROUND @ SANITARY CENTERLINE 25 8 . 0 25 7 . 6 28 1 . 0 26 7 . 7 26 7 . 9 26 7 . 5 27 4 . 4 27 5 . 3 27 4 . 9 28 0 . 2 27 9 . 8 28 5 . 1 28 5 . 4 29 0 . 8 29 1 . 0 0.0533 0.0616 0.0753 0.0314 SW R O Y R O G E R S R D . ( C . R . N O . 3 1 5 0 ) SW R I V E R T E R R A C E B L V D SW PERTH ROAD SW 1 6 5 T H A V E N U E KEY MAP N: \ p r o j \ 3 9 5 - 1 0 3 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s - C D S u b m i t t a l P H 2 A s b u i l t s \ 3 9 5 1 0 3 . ( 4 0 4 - 4 0 6 ) S S - S S L N - H - P H 2 P D M O D . d w g - S H E E T : 40 5 Fe b . 1 3 , 2 3 - 4: 5 2 P M br e t t REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KCS CONSTRUCTION 395-103 01/04/20221ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 2 RENEWS: JUNE 30, 2024 SSLN-H SANITARY PLAN & PROFILE 4051 INCH = 50 FEET 50 25 50 SCALE 0 GENERAL NOTES: 1.ITALIC STATION LABELS INDICATE PIPE STATIONING. 2. ALL PVC PIPE TO BE ASTM D3034 UNLESS OTHERWISE NOTED. INSTALL SANITARY MANHOLE PER CWS DWG NO 010, SHEET D4.01. SANITARY NOTES: 1 SSLNH PLAN SCALE: 1" = 50' SSLNH PROFILE HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 10' SSLN-N SEE SHEET 412 SS L N - H SE E S H E E T 4 0 4 SSL N - H SEE S H E E T 4 0 6 SSLN- SEE SHEET 416 SS L N - S SE E S H E E T 4 1 7 SS L N - T SE E S H E E T 4 1 8 PG E577 PGE644 PG E1730 PG E1730PG E1730PG E1730 PGE1730 PGE1730 PGE233PGE233 W W W W WWWW WW W W SS SS SS SS SS SS SS SD SD SD SD SD SD SD SD SD SD 90 7177 6.00' PUE, TYP. 6.00' PUE, TYP. 6.00' PUE, TYP. 29 + 0 0 30 + 0 0 31 + 0 0 23 + 0 0 24 + 0 0 14 + 0 0 15+00 16+00 17+00 17+60 5+ 0 0 1+ 0 0 1 1 1 2 TYP. 6.00' PUE, TYP.W W WWWW WW SSMH H11 SSMH H12 SW P E R T H R O A D SW 165TH AVENUE SW E V E R T O N ST R E E T SW P E R T H R O A D SW R U B I C O N L A N E 74 SSMH H10 SC SS SS SSLN-H SS L N - R SS L N - P SS L N - T SS SS 76 75 7273 SANITARY LATERAL TABLE LOT # 72 73 74 75 76 STATION 17+41.57 (SSLN-H) 16+65.91 (SSLN-H) 15+80.91 (SSLN-H) 15+15.90 (SSLN-H) 14+62.67 (SSLN-H) LENGTH 40.00' 40.00' 40.00' 40.00' 40.00' SLOPE 4.87% 7.55% 10.55% 9.68% 6.77% IE @ LOT 308.54 305.06 301.16 298.18 295.83 9.37% 5.70% 309.9 303.7 300.6 14+64.99 (SSLN-H) 45.27' 46.84' 12.32% 9.68% 299.3 297.1 250 260 270 280 290 300 310 320 330 250 260 270 280 290 300 310 320 330 13+50 14+00 15+00 16+00 17+00 18+00 SS M H H 1 0 ST A = 1 0 + 1 0 . 9 3 , 6 . 9 7 ' L (1 6 5 T H S ) 8" I E I N = 2 9 1 . 6 0 ( N ) 8" I E I N = 2 9 1 . 6 0 ( E ) 8" I E O U T = 2 9 1 . 4 0 ( S W ) ST A = 1 4 + 0 4 . 9 9 ( S S L N - H ) RI M = 3 0 0 . 7 0 SS M H H 1 1 ST A = 1 1 + 6 0 . 7 0 , 7 . 0 0 ' L (1 6 5 T H S ) 8" I E I N = 2 9 5 . 2 0 ( N ) 8" I E I N = 2 9 5 . 2 0 ( W ) 8" I E O U T = 2 9 5 . 0 0 ( S ) ST A = 1 5 + 5 4 . 7 6 ( S S L N - H ) RI M = 3 0 6 . 4 1 SS M H H 1 2 ST A = 1 3 + 5 4 . 5 1 , 7 . 0 0 ' L (1 6 5 T H S ) 8" I E O U T = 3 0 6 . 8 4 ( S ) ST A = 1 7 + 4 8 . 5 7 ( S S L N - H ) RI M = 3 1 5 . 4 0 CLASS 'B' GRANULAR BACKFILL & BEDDING 101.68 LF 8" (PVC) @ S=0.0551 149.77 LF 8" (PVC) @ S=0.0227 193.81 L F 8 " ( P V C ) @ S=0.06 0 1 12" SD/8" SS 1.72' CLR 10" SD/8" SS 2.85' CLR FINISH GRADE @ SANITARY CENTERLINE EXISTING GROUND @ SANITARY CENTERLINE SANITARY LATERAL, TYP 8" PROPOSED WATER 10" PROPOSED STORM 29 1 . 0 29 0 . 8 29 4 . 4 29 4 . 6 29 4 . 6 30 6 . 2 0.0533 SW R O Y R O G E R S R D . ( C . R . N O . 3 1 5 0 ) SW R I V E R T E R R A C E B L V D SW PERTH ROAD SW 1 6 5 T H A V E N U E KEY MAP N: \ p r o j \ 3 9 5 - 1 0 3 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s - C D S u b m i t t a l P H 2 A s b u i l t s \ 3 9 5 1 0 3 . ( 4 0 4 - 4 0 6 ) S S - S S L N - H - P H 2 P D M O D . d w g - S H E E T : 40 6 Fe b . 1 3 , 2 3 - 4: 5 2 P M br e t t REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KCS CONSTRUCTION 395-103 01/04/20221ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 2 RENEWS: JUNE 30, 2024 SSLN-H SANITARY PLAN & PROFILE 4061 INCH = 50 FEET 50 25 50 SCALE 0 GENERAL NOTES: 1.ITALIC STATION LABELS INDICATE PIPE STATIONING. 2. ALL PVC PIPE TO BE ASTM D3034 UNLESS OTHERWISE NOTED. INSTALL SANITARY MANHOLE PER CWS DWG NO 010, SHEET D4.01. INSTALL 4" PVC SANITARY SEWER LATERAL @ S=0.0200 MIN. PER CWS DWG NO. 520, SHEET D4.01. SEE TABLE THIS SHEET FOR LATERAL INFORMATION. SANITARY NOTES: 1 2 SSLNH PLAN SCALE: 1" = 50' * NOTE: PROVIDE BACKFLOW PREVENTER DEVICE PER OREGON PLUMBING SPECIALTY CODE. SSLNH PROFILE HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 10' SSLN-R SEE SHEET 416 SSLN-H SEE SHEET 405 SSLN-P SEE SHEET 415 PGE1730 PGE577 PGE 5106 PG E1730PG E1730 PG E1730 PG E1730 WWW W WWWWWWWWW WW W W W WWWW WWWW W W W SW R U B I C O N L A N E WWW W WWWWWWWWW W SS SS SS SS SS SSSSSSSSSSSSSSSS SS SS SS SD SD SD SDSDSDSD SD SD SDSDSD SD SD 84 85 TRACT S 9464 63 66 83 9382 65 SW R U B I C O N L A N E SW P E R T H R O A D SW E V E R T O N S T R E E T PU E , T Y P . 10 + 0 0 24 + 0 0 25 + 0 0 26 + 0 0 18+ 0 0 19+ 0 0 14 + 0 0 15 + 0 0 8+0 0 9+0 0 10+ 0 0 1+00 2+00 3+00 4+005+006+007+008+00 9+ 0 0 1+ 0 0 1+ 0 0 2+ 0 0 2+ 0 0 2+ 5 0 4+ 8 1 SSLN-N SS L N - R SSLN - H SSMH N5 SSMH N4 SSMH N3 SSMH N2 SSMH N1 SSMH H6 1 1 1 111 8.00' PUE, TYP. 8.00' PUE, TYP. 8.00' PUE, TYP. 8.00' PUE, TYP. SS L N - P SW RIVER TERRACE BOULEVARD W W W W WWWW WWWW W W W SS CLASS 'B' GRANULAR BACKFILL & BEDDING FINISH GRADE @ SANITARY CENTERLINE EXISTING GROUND @ SANITARY CENTERLINE 240 250 260 270 280 290 300 310 320 330 240 250 260 270 280 290 300 310 320 330 0+001+002+003+004+005+006+007+008+008+50 SS M H H 6 ST A = 6 5 + 5 3 . 6 4 , 7 . 0 0 ' R (R I V E R T E R R A C E o l d ) 8" I E I N = 2 6 8 . 0 9 ( N E ) 8" I E I N = 2 6 8 . 0 9 ( N W ) 8" I E I N = 2 6 9 . 4 5 ( S E ) 8" I E O U T = 2 6 7 . 8 9 ( S W ) ST A = 1 + 0 0 . 0 0 ( S S L N - N ) RI M = 2 8 2 . 3 7 SS M H N 1 ST A = 6 4 + 8 4 . 2 6 , 8 . 0 0 ' R (R I V E R T E R R A C E o l d ) 8" I E I N = 2 6 9 . 9 8 ( N W ) 8" I E O U T = 2 6 9 . 7 8 ( S E ) ST A = 1 + 7 0 . 6 0 ( S S L N - N ) RI M = 2 7 9 . 4 8 SS M H N 2 ST A = 6 3 + 7 8 . 3 8 , 1 8 . 7 0 ' R (R I V E R T E R R A C E o l d ) 8" I E I N = 2 7 9 . 0 9 ( N ) 8" I E O U T = 2 7 8 . 8 9 ( S E ) ST A = 2 + 8 0 . 2 1 ( S S L N - N ) RI M = 2 8 7 . 8 2 SS M H N 3 ST A = 6 2 + 8 2 . 8 6 , 1 0 . 7 6 ' R (R I V E R T E R R A C E o l d ) 8" I E I N = 2 8 9 . 4 6 ( N ) 8" I E O U T = 2 8 9 . 0 1 ( S ) ST A = 3 + 7 9 . 3 2 ( S S L N - N ) RI M = 2 9 7 . 8 7 SS M H N 4 ST A = 6 1 + 0 8 . 5 0 , 7 . 0 0 ' R (R I V E R T E R R A C E o l d ) 8" I E I N = 2 9 3 . 1 1 ( N ) 8" I E O U T = 2 9 2 . 9 1 ( S ) ST A = 5 + 5 4 . 1 3 ( S S L N - N ) RI M = 3 0 9 . 9 4 SS M H N 5 ST A = 5 8 + 4 6 . 5 0 , 7 . 0 0 ' R (R I V E R T E R R A C E o l d ) 8" I E I N = 2 9 8 . 2 0 ( E ) 8" I E O U T = 2 9 8 . 0 0 ( S ) ST A = 8 + 1 6 . 1 3 ( S S L N - N ) RI M = 3 0 9 . 1 4 70.60 LF 8" (PV C ) @ S=0.0239 109.6 1 L F 8 " ( P V C ) @ S=0. 0 8 1 3 99.11 L F 8 " ( P V C ) @ S=0 . 1 0 0 1 174.80 LF 8" (PVC) @ S=0.0198 262.00 LF 8" (PVC) @ S=0.0187 12" SD/8" SS 2.44' CLR 10" PROPOSED STORM 10" SD/8" SS 1.28' CLR 27 8 . 5 30 9 . 7 0.077 7 28 1 . 0 26 7 . 5 26 7 . 7 SW R O Y R O G E R S R D . ( C . R . N O . 3 1 5 0 ) SW R I V E R T E R R A C E B L V D SW PERTH ROAD SW 1 6 5 T H A V E N U E KEY MAP N: \ p r o j \ 3 9 5 - 1 0 3 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s - C D S u b m i t t a l P H 2 A s b u i l t s \ 3 9 5 1 0 3 . ( 4 1 2 - 4 1 3 ) S S - S S L N - N - P H 2 P D M O D . d w g - S H E E T : 41 2 Fe b . 1 3 , 2 3 - 4: 5 3 P M br e t t REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KCS CONSTRUCTION 395-103 01/04/20221ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 2 RENEWS: JUNE 30, 2024 SSLN-N SANITARY PLAN & PROFILE 4121 INCH = 50 FEET 50 25 50 SCALE 0 GENERAL NOTES: 1.ITALIC STATION LABELS INDICATE PIPE STATIONING. 2. ALL PVC PIPE TO BE ASTM D3034 UNLESS OTHERWISE NOTED. INSTALL SANITARY MANHOLE PER CWS DWG NO 010, SHEET D4.01. SANITARY NOTES: 1 SSLNN PLAN SCALE: 1" = 50' SSLNN PROFILE HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 10' SSLN-R SEE SHEET 416 SSLN-H SEE SHEET 405 SS L N - H SE E S H E E T 4 0 5 SSLN-P SEE SHEET 415 SANITARY LATERAL TABLE LOT # 58 **59 60 **61 62 63 64 **65 66 67 **68 69 70 71 STATION 4+87.00 (SSLN-P) 4+28.00 (SSLN-P) 3+82.53 (SSLN-P) 3+35.94 (SSLN-P) 2+68.00 (SSLN-P) 2+18.00 (SSLN-P) 1+82.74 (SSLN-P) 1+87.74 (SSLN-P) 2+23.00 (SSLN-P) 2+73.00 (SSLN-P) 3+40.99 (SSLN-P) 3+80.53 (SSLN-P) 4+33.00 (SSLN-P) 4+90.00 (SSLN-P) LENGTH 28.00' 28.00' 28.00' 28.00' 28.00' 28.00' 28.00' 42.00' 42.00' 42.00' 42.00' 42.08' 42.00' 42.00' SLOPE 7.33% 6.74% 6.28% 12.96% 12.28% 4.64% 5.70% 4.20% 8.51% 8.84% 4.53% 9.54% 5.14% 5.52% IE @ LOT 308.36 306.99 305.93 306.84 305.25 302.09 301.66 301.93 304.46 305.63 305.22 308.14 307.36 308.69 26.62' 29.91' 12.90% 13.77% 14.54% 13.57% 11.12% 9.54% 7.35% 9.93% 309.8 308.3 305.9 304.6 303.2 304.9 307.2 310.6 270 280 290 300 310 320 330 270 280 290 300 310 320 330 0+00 1+00 2+00 3+00 4+00 5+00 6+00 CLASS 'B' GRANULAR BACKFILL & BEDDING FINISH GRADE @ SANITARY CENTERLINE EXISTING GROUND @ SANITARY CENTERLINE SANITARY LATERAL, TYP STORM LATERAL, TYP 394.82 LF 8" (PVC) @ S=0.0205 SS M H N 5 ST A = 2 4 + 8 2 . 2 0 , 7 . 0 0 ' L (E V E R T O N ) 8" I E I N = 2 9 8 . 2 0 ( E ) 8" I E O U T = 2 9 8 . 0 0 ( S ) ST A = 1 + 0 0 . 0 0 ( S S L N - P ) RI M = 3 0 9 . 1 4 SS M H P 1 ST A = 2 8 + 7 7 . 0 2 , 7 . 0 0 ' L (E V E R T O N ) 8" I E I N = 3 0 6 . 5 1 ( E ) 8" I E O U T = 3 0 6 . 3 1 ( W ) ST A = 4 + 9 4 . 8 2 ( S S L N - P ) RI M = 3 1 5 . 1 2 10" SD/8" SS 2.44' CLR 16" WT/8" SS 5.11' CLR 18" WT/8" SS 4.22' CLR 30 9 . 7 SS SS SS SS SS SS PGE644 PGE644PGE1730PGE1730 PGE1730 PGE1730 PGE1730 PGE1730 PGE1730 PGE1730 PG E233 PGE1730 T W W W W W W W W W W W W W WW W W W W W W W W W SS SS SS SS SD SD SD SD SD SD SD SD SD SD SD SD 62 61 60 59 586463 66 716967686570 SW R I V E R T E R R A C E B O U L E V A R D SW 1 6 5 T H A V E N U E SW EVERTON STREET 6.00' PUE, TYP. 6.00' PUE, TYP. 4+ 0 0 4+ 4 9 25+00 26+00 27+00 28+00 29+00 17 + 0 0 17 + 6 0 7+ 0 0 8+ 0 0 1+00 2+00 3+00 4+00 5+00 4+ 0 0 4+ 4 9 SSLN-P SS L N - H SS L N - S 2 TYP. SSMH N5 SSMH P1 1 W W W W W W W W W WW W W W W W 1 SSSS SW R O Y R O G E R S R D . ( C . R . N O . 3 1 5 0 ) SW R I V E R T E R R A C E B L V D SW PERTH ROAD SW 1 6 5 T H A V E N U E KEY MAP N: \ p r o j \ 3 9 5 - 1 0 3 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s - C D S u b m i t t a l P H 2 A s b u i l t s \ 3 9 5 1 0 3 . ( 4 1 5 ) S S - S S L N - P - P H 2 P D M O D . d w g - S H E E T : 41 5 Fe b . 1 3 , 2 3 - 4: 5 4 P M br e t t REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KCS CONSTRUCTION 395-103 01/04/20221ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 2 RENEWS: JUNE 30, 2024 SSLN-P SANITARY PLAN & PROFILE 4151 INCH = 50 FEET 50 25 50 SCALE 0 GENERAL NOTES: 1.ITALIC STATION LABELS INDICATE PIPE STATIONING. 2. ALL PVC PIPE TO BE ASTM D3034 UNLESS OTHERWISE NOTED. INSTALL SANITARY MANHOLE PER CWS DWG NO 010, SHEET D4.01. INSTALL 4" PVC SANITARY SEWER LATERAL @ S=0.0200 MIN. PER CWS DWG NO. 520, SHEET D4.01. SEE TABLE THIS SHEET FOR LATERAL INFORMATION. SANITARY NOTES: 1 2 SSLNP PLAN SCALE: 1" = 50' * NOTE: PROVIDE BACKFLOW PREVENTER DEVICE PER OREGON PLUMBING SPECIALTY CODE. SSLNP PROFILE HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 10' SSLN-H SEE SHEET 406 SSLN-E SEE SHEET 401 SS L N - N SE E S H E E T 4 1 3 SSLN-N SEE SHEET 412 **BROKEN/MISSING LATERAL BOARD SANITARY LATERAL TABLE LOT # **77 **78 **79 **80 81 **82 **83 84 85 86 87 88 **89 **90 91 **92 **93 94 STATION 1+35.44 (SSLN-R) 1+94.00 (SSLN-R) 2+54.00 (SSLN-R) 3+04.00 (SSLN-R) 3+54.00 (SSLN-R) 4+14.00 (SSLN-R) 4+64.00 (SSLN-R) 4+66.00 (SSLN-R) 4+16.00 (SSLN-R) 3+56.00 (SSLN-R) 3+06.00 (SSLN-R) 2+56.00 (SSLN-R) 1+96.00 (SSLN-R) 1+38.44 (SSLN-R) 1+37.80 (SSLN-Q) 1+56.13 (SSLN-Q) 2+01.20 (SSLN-Q) 2+49.65 (SSLN-Q) LENGTH 26.00' 26.00' 26.00' 26.00' 26.00' 26.00' 26.00' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 22.44' 19.62' 21.17' 13.78' SLOPE 13.96% 12.78% 12.87% 12.94% 13.02% 13.11% 20.88% 7.01% 6.96% 6.90% 6.85% 6.80% 6.75% 6.83% 12.72% 22.56% 14.33% 34.20% IE @ LOT 299.35 299.63 300.26 300.78 301.29 301.92 304.44 301.83 301.31 300.69 300.17 299.65 299.03 298.49 279.74 282.56 282.15 285.78 3+56.42 (SSLN-R)10.01%300.0 4+14.70 (SSLN-R)42.65' 43.57' 42.90' 6.47% 1.80% 12.71% 10.45% 10.00% 301.2 298.8 303.0 301.4 300.4 23.76'19.73%281.0 47.53%287.6 270 280 290 300 310 320 270 280 290 300 310 320 0+001+002+003+004+005+00 CLASS 'B' GRANULAR BACKFILL & BEDDING FINISH GRADE @ SANITARY CENTERLINE EXISTING GROUND @ SANITARY CENTERLINE SANITARY LATERAL, TYP STORM LATERAL, TYP SS M H H 1 1 ST A = 1 0 + 0 7 . 0 0 , 7 . 0 0 ' R (R U B I C O N ) 8" I E I N = 2 9 5 . 2 0 ( N ) 8" I E I N = 2 9 5 . 2 0 ( W ) 8" I E O U T = 2 9 5 . 0 0 ( S ) ST A = 1 + 0 0 . 0 0 ( S S L N - R ) RI M = 3 0 6 . 4 1 SS M H R 1 ST A = 1 3 + 8 0 . 0 0 , 7 . 0 0 ' R (R U B I C O N ) 8" I E O U T = 2 9 8 . 9 3 ( E ) ST A = 4 + 7 3 . 0 0 ( S S L N - R ) RI M = 3 0 8 . 5 2 373.00 LF 8" (PVC) @ S=0.0100 10" SD/8" SS 3.87' CLR 29 4 . 4 29 4 . 6 29 4 . 6 29 8 . 5 PGE1730 PGE1730 PGE 644 PG E5106 W W W W SW P E R T H R O A D W SS SS SS SD SD SD TRACT Q 91 TRACT R TRACT S 94 9293 10+00 11+00 11+ 7 2 20+ 0 0 21+ 0 0 11+ 0 0 12+0 0 2+ 0 0 1+00 2+002+50 SSLN-Q 2 TYP. 1 1 1SSMH Q2 SSMH Q1 SSMH H7 3.00' PUE, TYP. 2.00' PRIVATE UTILITY EASEMENT 6.00' PUE, TYP. W SW CHETCO CT W W SS PG E577 PGE644 PGE644 PG E644 PGE1730 PGE1730 PGE1730 PGE1730 PGE1730PGE1730PGE1730PGE1730 PGE1730 PGE1730 PGE233 W W W W W W W W W W W W W WW W W W W W W SS SS SS SS SS SS SS SS SSSSSSSSSSSS SD SD SD SD SD SD SDSDSDSDSD SD 90848586878889 83 78 7782818079 SW R I V E R T E R R A C E B O U L E V A R D SW 1 6 5 T H A V E N U E 6.00' PUE, TYP. 6.00' PUE, TYP. 9+7510+0011+0012+0013+0014+0015+00 15 + 0 0 16 + 0 0 5+ 0 0 6+ 0 0 1+00 1+002+003+004+004+81 SS L N - N SSLN-R SS L N - H 2 TYP. 1 SSMH H11 SSMH R1 1 SW RUBICON LANE W W W W W W W W W WW W W 250 260 270 280 290 300 250 260 270 280 290 300 0+001+002+003+00 80.64 LF 8 " ( P V C ) @ S=0.0359 56.13 LF 8" (PVC) @ S=0.0226 SS M H Q 2 ST A = 1 0 + 0 4 . 4 9 , 7 . 2 4 ' L (C H E T C O ) 4" I E I N = 2 8 1 . 0 7 ( W ) 8" I E O U T = 2 8 0 . 2 3 ( E ) ST A = 2 + 3 6 . 7 6 ( S S L N - Q ) RI M = 2 8 9 . 3 5 SS M H Q 1 ST A = 1 0 + 8 3 . 9 4 , 9 . 0 1 ' L (C H E T C O ) 8" I E I N = 2 7 7 . 3 3 ( W ) 4" I E I N = 2 7 8 . 1 3 ( N ) 8" I E O U T = 2 7 7 . 1 3 ( E ) ST A = 1 + 5 6 . 1 3 ( S S L N - Q ) RI M = 2 8 6 . 2 5 SS M H H 7 ST A = 1 1 + 3 7 . 4 8 , 7 . 0 0 ' L (C H E T C O ) 8" I E I N = 2 7 5 . 2 0 ( N E ) 8" I E I N = 2 7 5 . 8 7 ( W ) 8" I E O U T = 2 7 5 . 0 0 ( S W ) ST A = 1 + 0 0 . 0 0 ( S S L N - Q ) RI M = 2 8 5 . 6 4 CLASS 'B' GRANULAR BACKFILL & BEDDING FINISH GRADE @ SANITARY CENTERLINE EXISTING GROUND @ SANITARY CENTERLINESANITARY LATERAL, TYP STORM LATERAL, TYP 27 6 . 7 27 6 . 6 27 9 . 2 0.0310 0.0232 27 4 . 4 27 5 . 3 27 4 . 9 SW R O Y R O G E R S R D . ( C . R . N O . 3 1 5 0 ) SW R I V E R T E R R A C E B L V D SW PERTH ROAD SW 1 6 5 T H A V E N U E KEY MAP N: \ p r o j \ 3 9 5 - 1 0 3 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s - C D S u b m i t t a l P H 2 A s b u i l t s \ 3 9 5 1 0 3 . ( 4 1 6 ) S S - S S L N - Q R - P H 2 P D M O D . d w g - S H E E T : 41 6 Fe b . 1 3 , 2 3 - 4: 5 5 P M br e t t REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KCS CONSTRUCTION 395-103 01/04/20221ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 2 RENEWS: JUNE 30, 2024 SSLN-Q & SSLN-R SANITARY PLAN & PROFILE 4161 INCH = 50 FEET 50 25 50 SCALE 0 GENERAL NOTES: 1.ITALIC STATION LABELS INDICATE PIPE STATIONING. 2. ALL PVC PIPE TO BE ASTM D3034 UNLESS OTHERWISE NOTED. INSTALL SANITARY MANHOLE PER CWS DWG NO 010, SHEET D4.01. INSTALL 4" PVC SANITARY SEWER LATERAL @ S=0.0200 MIN. PER CWS DWG NO. 520, SHEET D4.01. SEE TABLE THIS SHEET FOR LATERAL INFORMATION. SANITARY NOTES: 1 2 SSLNQ PLAN SCALE: 1" = 50' * NOTE: PROVIDE BACKFLOW PREVENTER DEVICE PER OREGON PLUMBING SPECIALTY CODE. SSLNR PROFILE HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 10' SSLN-H SEE SHEET 405 SSLNR PLAN SCALE: 1" = 50' SSLN-H SEE SHEET 406 SSLN-H SEE SHEET 406 SS L N - O SE E S H E E T 4 1 4 SSLN-N SEE SHEET 412 SS L N - H SE E S H E E T 4 0 5 SSLN-N SEE SHEET 412 SSLNQ PROFILE HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 10' SSMH Q2 SSMH Q1 **BROKEN/MISSING LATERAL BOARD PGE577 DCO PGE1730 PGE1730 PGE1730 PGE644 PGE1730 PGE1730 PGE1730 PGE644 PGE1730 PGE1730 W WW W W W W W W W W SS SD SD SD SD SD 23+00 24+ 0 0 14+00 2 1 WW W W W W W W W SW R I V E R T E R R A C E B L V D SW P E R T H R O A D 99 104 103 105 102 100TRACT T979596 109 108 107 106 TR A C T V TRAC T U SD SDSDSD SD SS SSSSSS SS SS 98 8.00' PUE, TYP. SSMH S2 SSMH S3 SSMH S4 SSMH S5 SSMH S6 1 1 101 1 1 2+ 0 0 3+00 4+00 5+00 6+0 0 7+0 0 7+1 2 7+14 1+00 2+00 3+00 4+00 5+00 6+00 6+2 1 67 + 0 0 68+ 0 0 TYP.SS L N - S SSLN-S SS SS SANITARY LATERAL TABLE LOT # 95 96 97 98 99 100 101 102 103 104 105 106 107 108 109 STATION 3+52.23 (SSLN-S) 3+88.50 (SSLN-S) 4+20.50 (SSLN-S) 4+52.52 (SSLN-S) 4+88.68 (SSLN-S) 5+24.17 (SSLN-S) 5+54.29 (SSLN-S) 5+87.46 (SSLN-S) 6+15.64 (SSLN-S) 6+47.20 (SSLN-S) 6+78.70 (SSLN-S) 5+50.83 (SSLN-S) 4+96.87 (SSLN-S) 4+48.08 (SSLN-S) 4+13.08 (SSLN-S) LENGTH 11.50' 11.50' 11.50' 11.50' 11.06' 12.02' 11.71' 11.70' 13.57' 14.84' 12.20' 19.65' 19.36' 19.50' 19.50' SLOPE 13.09% 6.46% 6.50% 14.15% 19.16% 11.98% 8.60% 8.62% 25.27% 28.63% 43.73% 2.46% 7.54% 5.63% 0.92% IE 275.10 274.97 275.54 276.98 278.62 280.12 281.51 282.91 286.25 287.58 289.19 280.84 278.47 276.37 274.84 29.51% 19.98% 25.30% 25.06% 15.40% 276.3 275.8 276.9 277.4 277.5 12.26'25.13% 21.09% 16.90% 279.0 281.0 279.8 11.93% 17.03% 6.84% 281.9 283.9 281.7 14.63' 10.74' 24.6% 15.79% 22.97% 286.4 285.7 286.3 CLASS 'B' GRANULAR BACKFILL & BEDDING245 250 260 270 280 290 300 245 250 260 270 280 290 300 3+00 4+00 5+00 6+00 7+00 7+50 211.73 LF 8" (PVC) @ S=0.0174 SS M H S 3 ST A = 2 + 6 4 . 8 4 , 5 . 3 4 ' L (A L L E Y 2 P H 2 ) 8" I E I N = 2 7 5 . 8 9 ( N E ) 8" I E O U T = 2 7 5 . 6 9 ( S W ) ST A = 4 + 8 1 . 4 0 ( S S L N - S ) RI M = 2 8 4 . 2 6 60.71 LF 8" (PVC) @ S=0.0614 SS M H S 4 ST A = 3 + 2 4 . 4 4 , 4 . 9 4 ' L (A L L E Y 2 P H 2 ) 8" I E I N = 2 7 9 . 8 2 ( N E ) 8" I E O U T = 2 7 9 . 6 2 ( S W ) ST A = 5 + 4 2 . 1 1 ( S S L N - S ) RI M = 2 8 6 . 9 3 55.02 LF 8" (PVC) @ S=0.0423 SS M H S 5 ST A = 3 + 7 8 . 4 9 , 4 . 6 8 ' L (A L L E Y 2 P H 2 ) 8" I E I N = 2 8 2 . 3 5 ( E ) 8" I E O U T = 2 8 2 . 1 5 ( S W ) ST A = 5 + 9 7 . 1 3 ( S S L N - S ) RI M = 2 8 9 . 3 6 86.69 LF 8" (PVC) @ S=0.0164 SS M H S 6 ST A = 4 + 6 4 . 1 6 , 4 . 1 7 ' L (A L L E Y 2 P H 2 ) 8" I E O U T = 2 8 3 . 7 7 ( W ) ST A = 6 + 8 3 . 8 2 ( S S L N - S ) RI M = 2 9 3 . 2 4 FINISH GRADE @ SANITARY CENTERLINE EXISTING GROUND @ SANITARY CENTERLINE SANITARY LATERAL, TYP STORM LATERAL, TYP 27 5 . 2 27 4 . 8 0.0728 PGE5106 PGE1730 PGE1730 PG E 644 W W W W W W W W W WW W W W W SS SS SS SS SS SS SD SD SD SD SD 12+ 0 0 18 + 0 0 19 + 0 0 20 + 0 0 8+ 0 0 9+0 0 10 + 0 0 1+00 2+00 SSMH H6 W W W W W WW SW RIVER TERR A C E B L V D SW RIV E R T E R R A C E BLVD SW P E R T H R O A D 95 96 SD SD SD SS SS SS SSSS 8.0 0 ' PU E , T Y P . SSMH S1 1 1 SSMH S2 1 WALL EASEMENT 1+0 0 2+00 3+ 0 0 4+ 0 0 7+ 0 0 7+ 1 4 1+ 0 0 2+ 0 0 64+0 0 65+00 65+63 65+62 66+00 67+00 SS L N - H SS L N - H SSLN- N SSLN-S CLASS 'B' GRANULAR BACKFILL & BEDDING240 250 260 270 280 290 300 240 250 260 270 280 290 300 0+50 1+00 2+00 3+00 119.31 LF 8" (PVC) @ S=0.0159 50.36 LF 8" (PVC) @ S=0.0050 FINISH GRADE @ SANITARY CENTERLINE EXISTING GROUND @ SANITARY CENTERLINE SS M H H 6 ST A = 6 5 + 5 5 . 0 4 , 2 2 . 0 4 ' R (R I V E R T E R R A C E ( N ) ) 8" I E I N = 2 6 8 . 0 9 ( N E ) 8" I E I N = 2 6 8 . 0 9 ( N W ) 8" I E I N = 2 6 9 . 4 5 ( S E ) 8" I E O U T = 2 6 7 . 8 9 ( S W ) ST A = 9 + 4 5 . 2 4 ( S S L N - H ) RI M = 2 8 2 . 3 7 SS M H S 1 ST A = 6 6 + 0 0 . 1 7 , 2 1 . 7 2 ' R (R I V E R T E R R A C E ( S ) ) 8" I E I N = 2 6 9 . 9 0 ( S E ) 8" I E O U T = 2 6 9 . 7 0 ( N W ) ST A = 1 + 5 0 . 3 6 ( S S L N - S ) RI M = 2 7 8 . 8 2 SS M H S 2 ST A = 6 7 + 1 4 . 8 9 , 5 . 9 9 ' R (R I V E R T E R R A C E ( S ) ) 8" I E I N = 2 7 2 . 0 0 ( N E ) 8" I E O U T = 2 7 1 . 8 0 ( N W ) ST A = 2 + 6 9 . 6 7 ( S S L N - S ) RI M = 2 8 0 . 8 3 27 1 . 5 27 1 . 2 26 7 . 7 26 7 . 5 28 1 . 0 0.0109 SW R O Y R O G E R S R D . ( C . R . N O . 3 1 5 0 ) SW R I V E R T E R R A C E B L V D SW PERTH ROAD SW 1 6 5 T H A V E N U E KEY MAP N: \ p r o j \ 3 9 5 - 1 0 3 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s - C D S u b m i t t a l P H 2 A s b u i l t s \ 3 9 5 1 0 3 . ( 4 1 7 ) S S - S S L N - S - P H 2 P D M O D . d w g - S H E E T : 41 7 Fe b . 1 3 , 2 3 - 4: 5 6 P M br e t t REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KCS CONSTRUCTION 395-103 01/04/20221ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 2 RENEWS: JUNE 30, 2024 SSLN-S SANITARY PLAN & PROFILE 4171 INCH = 50 FEET 50 25 50 SCALE 0 GENERAL NOTES: 1.ITALIC STATION LABELS INDICATE PIPE STATIONING. 2. ALL PVC PIPE TO BE ASTM D3034 UNLESS OTHERWISE NOTED. INSTALL SANITARY MANHOLE PER CWS DWG NO 010, SHEET D4.01. INSTALL 4" PVC SANITARY SEWER LATERAL @ S=0.0200 MIN. PER CWS DWG NO. 520, SHEET DTL4. SEE TABLE THIS SHEET FOR LATERAL INFORMATION. SANITARY NOTES: 1 SSLNS PLAN SCALE: 1" = 50' * NOTE: PROVIDE BACKFLOW PREVENTER DEVICE PER OREGON PLUMBING SPECIALTY CODE. SSLNS PROFILE HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 10' SSLN-S SEE THIS SHEET 2 SSLNS PLAN SCALE: 1" = 50' SSLNS PROFILE HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 10' SSLN-S SEE THIS SHEET SSLN-H SEE SHEET 405 SS L N - N SE E S H E E T 4 1 2 SSLN-H SEE SHEET 405 PGE577 W W W WSS SS SD SD SD 90 23+00 24+00 25+0014+00 W W 104103 105 102101 3 5+0 0 6+ 0 0 6+ 2 1 SCSSSS SSLN-T 1 2+47 1+00 2+00 SSLN-H SW PERTH ROAD SW 1 6 5 T H A V E SSCO T1 SSMH H10 260 270 280 290 300 310 320 260 270 280 290 300 310 320 0+75 1+00 2+00 3+00 CLASS 'B' GRANULAR BACKFILL & BEDDING FINISH GRADE @ SANITARY CENTERLINE EXISTING GROUND @ SANITARY CENTERLINE 8" PROPOSED WATER SS M H H 1 0 ST A = 2 3 + 3 2 . 7 3 , 1 2 . 3 1 ' L (P E R T H ) 8" I E I N = 2 9 1 . 6 0 ( N ) 8" I E I N = 2 9 1 . 6 0 ( E ) 8" I E O U T = 2 9 1 . 4 0 ( S W ) ST A = 1 + 1 0 . 0 0 ( S S L N - T ) RI M = 3 0 0 . 7 0 SS C O T 1 ST A = 2 4 + 6 4 . 2 5 , 4 . 0 0 ' L (P E R T H ) 8" I E O U T = 2 9 2 . 2 7 ( W ) ST A = 2 + 4 3 . 9 7 ( S S L N - T ) RI M = 3 0 2 . 3 4 133.97 LF 8" (PVC) @ S=0.0050 PGE1730 PGE1730 PGE1730 T W W W W WSDSD 57 58 71 6.00' PUE, TYP. 6.00' PUE, TYP. 4+ 4 9 29+00 30+00 31+00 17 + 6 0 W W W SSSS 1 1 1 3+00 1+00 2+00 SW 1 6 5 T H A V E SW EVERTON ST SSMH H12 SSMH E2SSMH P1 SSMH U2 SSMH U1 280 290 300 310 320 330 280 290 300 310 320 330 0+50 1+00 2+00 3+00 3+50 8"WT/8"SS 1.25' CLR FINISH GRADE @ SANITARY CENTERLINE EXISTING GROUND @ SANITARY CENTERLINE 8" PROPOSED WATER CLASS 'B' GRANULAR BACKFILL & BEDDING SS M H P 1 ST A = 2 8 + 7 7 . 0 2 , 7 . 0 0 ' L (E V E R T O N ) 8" I E I N = 3 0 6 . 5 1 ( E ) 8" I E O U T = 3 0 6 . 3 1 ( W ) ST A = 1 + 0 2 . 4 0 ( S S L N - U ) RI M = 3 1 5 . 1 2 134.19 LF 8" (P V C ) @ S=0.0325 SS M H U 2 ST A = 3 0 + 1 1 . 7 5 , 6 . 4 7 ' L (E V E R T O N ) 8" I E I N = 3 1 1 . 0 7 ( E ) 8" I E O U T = 3 1 0 . 8 7 ( W ) ST A = 2 + 3 6 . 5 9 ( S S L N - U ) RI M = 3 1 8 . 6 4 57.04 L F 8 " ( P V C ) @ S=0.0 6 8 9 SS M H U 1 ST A = 3 0 + 7 0 . 7 2 , 6 . 7 8 ' L (E V E R T O N ) 8" I E O U T = 3 1 5 . 0 0 ( W ) ST A = 2 + 9 3 . 6 3 ( S S L N - U ) RI M = 3 2 2 . 3 0 31 4 . 7 SW R O Y R O G E R S R D . ( C . R . N O . 3 1 5 0 ) SW R I V E R T E R R A C E B L V D SW PERTH ROAD SW 1 6 5 T H A V E N U E KEY MAP N: \ p r o j \ 3 9 5 - 1 0 3 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s - C D S u b m i t t a l P H 2 A s b u i l t s \ 3 9 5 1 0 3 . ( 4 1 8 ) S S - S S L N - T - P H 2 P D M O D . d w g - S H E E T : 41 8 Fe b . 1 3 , 2 3 - 4: 5 7 P M br e t t REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KCS CONSTRUCTION 395-103 01/04/20221ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 2 RENEWS: JUNE 30, 2024 SSLN-T & SSLN-U SANITARY PLAN & PROFILE 4181 INCH = 50 FEET 50 25 50 SCALE 0 GENERAL NOTES: 1.ITALIC STATION LABELS INDICATE PIPE STATIONING. 2. ALL PVC PIPE TO BE ASTM D3034 UNLESS OTHERWISE NOTED. INSTALL SANITARY MANHOLE PER CWS DWG NO 010, SHEET D4.01. INSTALL 4" PVC SANITARY SEWER LATERAL @ S=0.0200 MIN. PER CWS DWG NO. 520, SHEET DTL4. SEE TABLE THIS SHEET FOR LATERAL INFORMATION. INSTALL STANDARD CLEANOUT PER CWS DWG 500 & 510, SHEET D4.02. SANITARY NOTES: 1 SSLNT PLAN SCALE: 1" = 50' SSLNT PROFILE HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 10' SSLN-S SEE THIS SHEET 2 3 SS L N - H SE E S H E E T 4 0 5 SSLNU PLAN SCALE: 1" = 50' SSLNU PROFILE HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 10' SSLN-E SEE SHEET 401 SSLN-H SEE SHEET 406 SS L N - P SE E S H E E T 4 1 5 SSSSSS SS SSSSSS SS XX PGE1730 T XW XW XW XW XW XWXW XW XW SW K E S S L E R L A N E D D D D XSD XSD XSD XSD XS D XSD XSD XSD SC S S SC S S S XSS XSS XSS XSS XSS XS S XS S XSS XSS XSS 53 54 555152 W SW 165TH AVENUE SW D A R L I N G LA N E EX SSMH #A11SSLN-A1 1A15.00' SANITARY SEWER EASEMENT SSSSSSSSMH A12 SSMH A13SITE BOUNDARY LINE PHASE BOUNDARY LINE EXISTING TREES TO BE REMOVED, TYP. EXISTING TREES TO REMAIN, TYP.EXISTING FENCE TO REMAIN EXISTING FENCE TO REMAIN MEYERS FARM SANITARY SEWER PUMP STATION EX SSMH #27855 IE OUT 284.13 S TW FG'8.0 288.5 296.5 TW FG'9.0 287.4 296.4 TW FG'6.8 289.8 296.6 TW FG'9.3 289.8 299.1 TW FG'8.9 290.1 299.0 TW FG'6.3 292.7 299.0 TW FG'8.2 288.3 296.5 17 + 0 0 18+0 0 19+0020+00 250 260 270 280 290 300 250 260 270 280 290 300 18+2519+0020+0021+00 94.84 LF 8" @ S=0.0040 EX S S M H A 1 1 ST A : 1 9 + 6 3 . 8 7 , 7 . 0 0 L ' (K E S S L E R ) ST A = 1 8 + 9 5 . 7 2 ( S S L N - A ) RI M = 2 9 2 . 4 7 8" I E I N = 2 8 2 . 3 1 ( N ) 8" I E O U T = 2 8 2 . 1 1 ( W ) 3.60' COVER CLASS 'A' NATIVE BACKFILL WITH CLASS 'B' GRANULAR BEDDING & PIPE ZONE BACK FILL CLASS 'B' GRANULAR BACKFILL & BEDDING 182.71 LF 8" (PVC) @ S=0.0040 SS M H A 1 2 ST A = 2 0 + 6 9 . 1 5 , 0 . 0 0 ' (S S L N - A ) 8" I E O U T = 2 8 3 . 0 0 ( S ) ST A = 2 0 + 6 9 . 1 5 ( S S L N - A ) RI M = 2 8 7 . 2 6 SS M H A 1 3 ST A = 1 9 + 5 4 . 6 2 , 6 . 2 5 ' L (K E S S L E R ) 8" I E I N = 2 8 2 . 2 7 ( N ) 8" I E I N = 2 8 2 . 0 7 ( E ) 8" I E O U T = 2 8 2 . 0 7 ( W ) ST A = 1 8 + 8 6 . 4 5 ( S S L N - A ) RI M = 2 9 1 . 5 8 EXISTING GROUND @ SANITARY CENTERLINE RETAINING WALL ZONE OF INFLUENCE @ PIPE CENTERLINE 4.09' CLEAR 1 INCH = 50 FEET 50 25 50 SCALE 0 SW R O Y R O G E R S R D . ( C . R . N O . 3 1 5 0 ) SW R I V E R T E R R A C E B L V D SW PERTH ROAD SW 1 6 5 T H A V E N U E KEY MAP N: \ p r o j \ 3 9 5 - 1 0 3 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s - C D S u b m i t t a l P H 2 A s b u i l t s \ 3 9 5 1 0 3 . ( 4 1 9 ) S S - S S L N - A - P H 2 P D M O D . d w g - S H E E T : 41 9 Fe b . 1 3 , 2 3 - 4: 5 8 P M br e t t REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KCS CONSTRUCTION 395-103 01/04/20221ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 2 RENEWS: JUNE 30, 2024 SSLN-A SANITARY PLAN & PROFILE 419 GENERAL NOTES: 1.ITALIC STATION LABELS INDICATE PIPE STATIONING. 2. ALL PVC PIPE TO BE ASTM D3034 UNLESS OTHERWISE NOTED. INSTALL SANITARY MANHOLE PER CWS DWG NO 010, SHEET D4.01. CONSTRUCT SANITARY MANHOLE OVER EXISTING PIPE. CONTRACTOR TO FIELD VERIFY EXISTING INVERT ELEVATIONS AND REPORT DISCREPANCIES TO ENGINEER. MAINTAIN EXISTING SLOPE AND ALIGNMENT. CONTRACTOR TO FIELD VERIFY EXISTING SLOPE AND ALIGNMENT AND REPORT DISCREPANCIES TO ENGINEER. SANITARY NOTES: 1 SSLNA PLAN SCALE: 1" = 50' SSLNA PROFILE HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 10' SS L N - E SE E S H E E T 4 0 1 1A TREE PRESERVATION NOTES: 1.TREE PROTECTION FENCING SHALL BE INSTALLED AT THE LIMIT OF SANITARY SEWER EASEMENT PRIOR TO BEGINNING CONSTRUCTION. STRAW WATTLES SHALL BE PLACED ALONG THE OUTSIDE EDGE OF THE PROTECTION FENCING. NOTIFY THE PROJECT ARBORIST, MORGAN HOLEN & ASSOCIATES, BEFORE CONDUCTING ANY WORK WITHIN THE CRITICAL WORK ZONE OF TREES PROPOSED TO REMAIN. 2.REFER TO SOUTH RIVER TERRACE PHASE 1 SUBDIVISION IMPROVEMENT PLAN SET SHEET L3.01 FOR VEGETATED CORRIDOR MITIGATION AREA REPLANTING PLAN. N: \ p r o j \ 3 9 5 - 1 0 3 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s - C D S u b m i t t a l P H 2 A s b u i l t s \ 3 9 5 1 0 3 . ( D 4 . 0 1 ) S A N I T A R Y D E T A I L S - P H 2 P D M O D . d w g - S H E E T : D4 . 0 1 Fe b . 1 3 , 2 3 - 4: 5 8 P M br e t t REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KCS CONSTRUCTION 395-103 01/04/20221ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 2 RENEWS: JUNE 30, 2024 SEWER DETAILS D4.01 N: \ p r o j \ 3 9 5 - 1 0 3 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s - C D S u b m i t t a l P H 2 A s b u i l t s \ 3 9 5 1 0 3 . ( D 4 . 0 1 ) S A N I T A R Y D E T A I L S - P H 2 P D M O D . d w g - S H E E T : D4 . 0 2 Fe b . 1 3 , 2 3 - 4: 5 9 P M br e t t REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KCS CONSTRUCTION 395-103 01/04/20221ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 2 RENEWS: JUNE 30, 2024 SEWER DETAILS D4.02 550.00' SC SS SS SS SS SC SD SD SD PG E577 PGE644 PGE644 PGE644 PGE644 PGE644 PG E 644 PG E 644 PGE1730 PGE1730 PGE1730 PGE1730 PGE1730 PGE1730 PGE1730 PGE1730 PGE1730 PGE1730 PGE1730 PGE1730 PGE1730PGE1730 PGE1730PGE1730 PGE1730 PGE1730 PGE1730 PGE1730PGE1730 T PGE1730 T PG E1730 T PG E 644 PGE233 PGE233 PGE1730 PGE233 PG E233 T PG E1730 T W W W W W W W W W W W W W W W W W W W W W W WW W W W W W W W W W W W W W W W SC XW XW XW XW XW XW XW XW XW XW XW XW XW XW TYP. SW DARLING LANE SW R I V E R T E R R A C E B O U L E V A R D SD SDSDSD SS SS SS SS SS W W W W W W W W W TYP. TYP. SW R O Y R O G E R S R D . ( C . R . N O . 3 1 5 0 ) SW 1 6 5 T H A V E N U E SW RUBICON LANE SW EVERTON STREET 11 + 0 0 12 + 0 0 13 + 0 0 14 + 0 0 15 + 0 0 16 + 0 0 17 + 0 0 20 + 6 5 21+ 0 0 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 9+7510+0011+0012+0013+0014+0015+0016+0017+00 18+00 18 + 8 3 0+ 0 0 1+ 0 0 2+ 0 0 3+ 0 0 4+ 0 0 5+ 0 0 0+ 0 0 1+ 0 0 2+ 0 0 3+ 0 0 4+ 0 0 5+ 0 0 W W W W W W W W W W W W W WW W W W W W W W W W W W W W W W 55 + 0 0 56 + 0 0 57 + 0 0 58 + 0 0 59 + 0 0 60 + 0 0 61 + 0 0 62 + 0 0 56+38.10, 12.11' L (RIVER TERRACE (N)) 1 1 1 1F 3 6 10 12 14A 5 6A 6A 14B 14C 10A10B 56+96.73, 19.00' L (RIVER TERRACE (N))56+87.07, 13.00' L (RIVER TERRACE (N)) 56+73.75, 10.35' L (RIVER TERRACE (N)) 58+62.50, 19.00' L (RIVER TERRACE (N)) 61+24.50, 19.00' L (RIVER TERRACE (N)) 29+98.20, 9.00' R (EVERTON) 30+70.97, 10.14' R (EVERTON) 16+37.20, 9.00' R (165TH S) 14+59.94, 16.50' R (165TH S) 11+44.70, 9.00' R (165TH S) 56+73.35, 14.35' L (RIVER TERRACE (N)) 56+38.08, 16.14' L (RIVER TERRACE (N)) 29+58.20, 9.00' R (EVERTON) 10A 10B 1G 61+73.25, 19.00' L (RIVER TERRACE (N)) 59+13.26, 19.00' L (RIVER TERRACE (N)) 14+11.72, 9.00' L (RUBICON) 15+07.85, 9.00' L (RUBICON) 24+41.20, 9.00' R (EVERTON) 25+37.21, 9.00' R (EVERTON) 29+10.20, 9.00' R (EVERTON) 14+56.70, 9.00' R (165TH S) 13+74.70, 9.00' R (165TH S) 10+49.43, 9.00' R (165TH S) 10+39.00, 9.00' L (RUBICON) 4 4A 4 4 4 4 4 4 4 4A 4 4 30+69.73, 9.97' R (EVERTON) 15 15 59+80.89, 3.38' L (RIVER TERRACE (N)) 59+80.89, 27.63' L (RIVER TERRACE (N)) 3 12+00.00, 16.50' L (RUBICON) 24+62.25, 13.54' R 3 25+40.21, 18.50' R (EVERTON) 62 61 60 59 586463 TRACT H 53 54 57 56 55 52 90 84 85 86 87 88 89 66 83 71 696768 78 7782 81 80 65 70 79 5508" 55 0 8" 55 0 8" 55 0 8" 55 0 5508" 5508" 55 0 16 " 41 0 18 " 55 0 16 " 41 0 18 " 59+13.26, 13.00' L (RIVER TERRACE (N))4B 48 6665 74 103 101102104 971059810699107100108 109 TRACT G TRACT F N: \ p r o j \ 3 9 5 - 1 0 3 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s - C D S u b m i t t a l P H 2 A s b u i l t s \ 3 9 5 1 0 3 . ( 5 0 1 ) W T - P H 2 P D M O D . d w g - S H E E T : 50 1 Fe b . 1 3 , 2 3 - 4: 5 9 P M br e t t REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KCS CONSTRUCTION 395-103 01/04/20221ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 2 RENEWS: JUNE 30, 2024 WATER PLAN 5011 INCH = 50 FEET 50 25 50 SCALE 0 RIVER TERRACE BLVD MATCH SHEET 502 GENERAL NOTES: 1.ALL WATERLINE BENDS TO BE INSTALLED WITH THRUST BLOCKING PER DETAIL 560, SHEET D5.02 OR MECHANICAL RESTRAINMENT WITH PROJECT ENGINEER'S APPROVAL. WATER NOTES: INSTALL 1" WATER SERVICE WITH 3/4" WATER METER PER DETAIL 520, SHEET D5.01. INSTALL 1 1/2" WATER SERVICES WITH 1" WATER METER TO SERVE TRACT D IRRIGATION PER DETAILS 520 & 530, SHEET D5.01. INSTALL 1" WATER SERVICE WITH 1" WATER METER TO SERVE PRIVATE STREET TREE IRRIGATION EAST OF RIVER TERRACE BLVD PER DETAILS 520 & 530, SHEET D5.01. INSTALL FIRE HYDRANT ASSEMBLY PER DETAIL 542, SHEET D5.01. INSTALL 8" MJ GATE VALVE INSTALL 16" MJ BUTTERFLY VALVE INSTALL 18" MJ BUTTERFLY VALVE 1 3 4 4A 4B 1F INSTALL 8"X 8" MJ TEE INSTALL 8" MJ CROSS INSTALL 16" X 8" MJ CROSS INSTALL 8" 45° MJ BEND INSTALL 8" 11.25° MJ BEND INSTALL 16" 11.25° MJ BEND INSTALL 18" 11.25° MJ BEND INSTALL 2" STANDARD BLOWOFF PER DETAIL 570, SHEET D5.01. 10 12 10A 10B REMOVE EXISTING PLUG AND CONNECT TO EXISTING 8" WATER LINE. CONTRACTOR TO VERIFY DEPTH AND LOCATION OF EXISTING WATER MAIN PRIOR TO CONNECTION. REPORT CONFLICTS TO ENGINEER. COORDINATE WITH CITY OF TIGARD WATER DEPT. REMOVE EXISTING PLUG AND CONNECT TO EXISTING 16" WATER LINE. CONTRACTOR TO VERIFY DEPTH AND LOCATION OF EXISTING WATER MAIN PRIOR TO CONNECTION. REPORT CONFLICTS TO ENGINEER. COORDINATE WITH CITY OF TIGARD WATER DEPT. REMOVE EXISTING PLUG AND CONNECT TO EXISTING 18" WATER LINE. CONTRACTOR TO VERIFY DEPTH AND LOCATION OF EXISTING WATER MAIN PRIOR TO CONNECTION. REPORT CONFLICTS TO ENGINEER. COORDINATE WITH CITY OF TIGARD WATER DEPT. 14A 14B 1G 8 14C 5 6 6A INSTALL 2" COMBINATION AIR AND VACUUM VALVE PER DETAIL 591, SHEET D5.02. INSTALL 1" COMBINATION AIR AND VACUUM VALVE PER DETAIL 590, SHEET 5.02. 15 17 FUTURE DEVELOPMENT PGE1730 PGE1730 PGE1730 PGE1730 PGE1730 PGE1730 PGE644 PGE644 PGE1730 PGE1730 PGE644 PGE577 PG E510 6 DCO DCO DCO DCO DCO DCO DCO DCO DCO W PGE1730 PGE1730 PGE1730 PGE644 PGE1730 PGE1730 PGE1730 PGE 644 PGE1730 PGE1730 PGE1730 PGE1730 PG E 644 PGE1730 PGE1730 PGE1730 PGE1730 PGE1730 PGE 644 W W W W W W W W W W W W W W W W W W WW W W W W W W W W W W W W W W W W W W PGE5106PGE 5106 PG E 510 6 W W W W W W W W W W W W W W W W W TYP. SW R O Y R O G E R S R D . ( C . R . N O . 3 1 5 0 ) SW R I V E R T E R R A C E B O U L E V A R D SW PE R T H R O A D SW N O O S A C O U R T SW CHETCO CT SW PERTH ROAD R460.00' 2.00' 2. 0 0 ' W WW R343.00 R339.00 9+ 7 1 10 + 0 0 10+00 11+00 12+00 13+00 14+00 15+00 16+0 0 17+ 0 0 18+ 0 0 19+ 0 0 20+ 0 0 21+ 0 0 22+00 23+00 24+00 25+00 10 + 0 0 11 + 0 0 12 + 0 0 13 + 0 0 14+0014+50 10+00 11+00 12+00 13+00 14+0 0 14+63 PRIVATE UTILITY EASEMENT PRIVATE UTILITY EASEMENT PRIVATE UTILITY EASEMENT 15 + 8 1 6+ 0 0 7+ 0 0 8+0 0 9+0 0 10+ 0 0 11+00 12+00 13+0 0 14+ 0 0 15 + 0 0 15+09 6+ 0 0 7+ 0 0 8+0 0 9+0 0 10+ 0 0 11+00 12+00 13+0 0 14+ 0 0 15 + 0 0 0+00 1+00 2+00 3+00 4+00 5+00 6+0 0 7+00 8+0 0 8+8 1 W W W W W W W W W W W TYP. W W 63 + 0 0 64 + 0 0 65+ 0 0 65+ 6 3 65+ 6 2 66+0 0 67+00 68+00 69+00 70+0 0 71+ 0 0 72 + 0 0 73 + 0 0 3 3 3 1 10+20.36, 9.00' R (165TH S)63+54.64, 11.08' L (RIVER TERRACE (N)) 63+54.24, 17.19' L (RIVER TERRACE (N)) 64+93.33, 10.43' L (RIVER TERRACE (N)) 65+23.29, 0.27' R (RIVER TERRACE (N)) 65+97.14, 33.43' L (RIVER TERRACE (S)) 71+43.48, 19.00' L (RIVER TERRACE (S)) 5 10 9 10A 10B 10A 12 5 10A 1I 10 11 66+30.83, 19.30' L (RIVER TERRACE (S)) 10A 10C 9C 5B 10B 10A 10C 8C 8C 12 5A 14+82.03, 11.00' R (PERTH) 14+91.73, 11.36' R (PERTH) 16+24.42, 15.50' R (PERTH) 19+02.22, 3.05' R (PERTH) 19+15.86, 15.03' R (PERTH) 20+76.57, 8.78' R (PERTH) 21+08.48, 50.26' L (PERTH) 21+61.55, 20.50' R (PERTH) 23+35.44, 11.71' R (PERTH) 23+49.57, 11.99' R (PERTH) 23+62.73, 11.54' R (PERTH) 24+65.25, 13.54' R (PERTH) 10+07.48, 6.00' R (NOOSA) 10+07.49, 19.00' L (NOOSA) 72+19.68, 0.98' L (RIVER TERRACE (S)) 1C 1D 9C 10B 10B 5B 10C 10C 10C 10B 10B 10B 10C 10B 10B 9B 66+17.05, 20.03' L (RIVER TERRACE (S)) 66+28.39, 14.88' L (RIVER TERRACE (S)) 66+52.90, 7.74' L (RIVER TERRACE (S)) 68+99.50, 4.00' L (RIVER TERRACE (S)) 69+38.78, 5.89' L (RIVER TERRACE (S)) 69+77.99, 5.63' L (RIVER TERRACE (S)) 70+49.51, 5.52' L (RIVER TERRACE (S)) 70+91.06, 5.85' L (RIVER TERRACE (S)) 70+99.25, 5.03' L (RIVER TERRACE (S)) 66+53.51, 12.82' L (RIVER TERRACE (S)) 68+99.13, 9.01' L (RIVER TERRACE (S)) 69+38.68, 10.92' L (RIVER TERRACE (S)) 69+78.15, 10.66' L (RIVER TERRACE (S))70+49.36, 10.55' L (RIVER TERRACE (S)) 70+82.94, 10.29' L (RIVER TERRACE (S)) 70+89.19, 17.78' L (RIVER TERRACE (S)) 71+24.47, 23.10' L (RIVER TERRACE (S)) 1B 19+96.87, 11.88' R (PERTH) 66+56.72, 8.08' L (RIVER TERRACE (S)) 66+57.14, 13.04' L (RIVER TERRACE (S)) 10+44.14, 9.00' R (168TH)4 4B 4C 4A 5B 63+86.13, 10.20' L (RIVER TERRACE (N)) 4 9 63+83.63, 14.14' R (RIVER TERRACE (N)) 4A 24+62.25, 13.54' R (PERTH) 15+29.09, 20.50' L (PERTH) 1 71+29.79, 21.83' L (RIVER TERRACE (S))4C 4B 72+03.37, 0.33' L (RIVER TERRACE (S)) 3A 66+66.15, 22.96' L (RIVER TERRACE (S)) 10A 10B 10A 10B 63+94.57, 9.18' L (RIVER TERRACE (N)) 63+95.53, 15.20' L (RIVER TERRACE (N)) 64+17.67, 14.83' L (RIVER TERRACE (N)) 64+16.00, 8.90' L (RIVER TERRACE (N)) 13+45.32, 6.00' R (NOOSA) 4 92 TRACT Z TRACT EE TRACT DD TRACT Q 91 TRACT R TRACT S 94 TRACT W TRACT X 93 W 550 16" 55016" 410 8" 410 8" 55 0 8"55 0 16 " 41 0 18 " 410 18" 550 12" 55012" 410 18" 410 18" 550 12" 10B 71+55.15, 4.08' L (RIVER TERRACE (S)) W W W W 4B 64+84.38, 6.11' L (RIVER TERRACE (N)) 4A 23+09.37, 10.99' R (PERTH) 4B63+70.58, 11.24' L (RIVER TERRACE (N)) 4 18+16.11, 4.74' R (PERTH) 70+55.95, 17.98' R (RIVER TERRACE (S))3 12 SW R I V E R TERR A C EBOUL E V A R D TRACT BB 125 128 129 130 131 132 133 126 TRACT AA TRACT Y 118117 116 115 111 112 113 110 119 120 121 122 123 114 99 104 103 105101 102 100 TRACT T 97 98 95 96 109 108 107 106 TRA C T V TRACT U 127 1 TYP. 12 124 14+35.12, 12.90' R (PERTH) TRACT CC 1E N: \ p r o j \ 3 9 5 - 1 0 3 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s - C D S u b m i t t a l P H 2 A s b u i l t s \ 3 9 5 1 0 3 . ( 5 0 1 ) W T - P H 2 P D M O D . d w g - S H E E T : 50 2 Fe b . 1 3 , 2 3 - 5: 0 0 P M br e t t REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KCS CONSTRUCTION 395-103 01/04/20221ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 2 RENEWS: JUNE 30, 2024 WATER PLAN 5021 INCH = 50 FEET 50 25 50 SCALE 0 RIVER TERRACE BLVD MATCH SHEET 501 WATER NOTES: INSTALL 1" WATER SERVICE WITH 3/4" WATER METER PER DETAIL 520, SHEET D5.01. INSTALL 1" WATER SERVICE WITH 1" WATER METER TO SERVE TRACT T IRRIGATION AND PRIVATE STREET TREE IRRIGATION WEST OF RIVER TERRACE BLVD PER DETAILS 520 &530, SHEET D5.01. INSTALL 1" WATER SERVICE WITH 1" WATER METER TO SERVE TRACTS N & P IRRIGATION, ROUNDABOUT IRRIGATION, AND PRIVATE STREET TREE IRRIGATION ON RIVER TERRACE BLVD PER DETAILS 520 & 530, SHEET D5.01. INSTALL 1" WATER SERVICE WITH 1" WATER METER TO SERVE TRACTS HH & GG IRRIGATION AND PRIVATE STREET TREE IRRIGATION ON RIVER TERRACE BLVD PER DETAILS 520 & 530, SHEET D5.01. 1 3 4 INSTALL FIRE HYDRANT ASSEMBLY PER DETAIL 542, SHEET D5.01. INSTALL FIRE HYDRANT ASSEMBLY PER DETAIL 542, SHEET D5.01. ROLL 8"x 6" MJ TEE DOWNWARD AND USE 6" 45° BEND TO DEFLECT FIRE HYDRANT LEAD UNDER 8" 550 ZONE WATERLINE. INSTALL 8" MJ GATE VALVE INSTALL 16" MJ BUTTERFLY VALVE INSTALL 18" MJ BUTTERFLY VALVE INSTALL 12" MJ BUTTERFLY VALVE 10 1H INSTALL 1" WATER SERVICE WITH 1" WATER METER TO SERVE PRIVATE STREET TREE IRRIGATION ON RIVER TERRACE BLVD PER DETAILS 520 & 530, SHEET D5.01. INSTALL 1" WATER SERVICE WITH 1" WATER METER TO SERVE PUBLIC POND IRRIGATION, TRACT EE & FF IRRIGATION, AND PRIVATE STREET TREE IRRIGATION WEST OF RIVER TERRACE BLVD PER DETAILS 520 & 530, SHEET D5.01. INSTALL WATER METER BANK 3-1" WATER SERVICE WITH 3/4" WATER METERS PER DETAIL 520, SEE DETAIL SHEET D5.01. INSTALL WATER METER BANK 4-1" WATER SERVICE WITH 3/4" WATER METERS PER DETAIL 520, SEE DETAIL SHEET D5.01. 9B INSTALL 8" 22.5° MJ BEND INSTALL 16" 22.5° MJ BEND INSTALL 18" 22.5° MJ BEND INSTALL 12" 22.5° MJ BEND INSTALL 8" 11.25° MJ BEND INSTALL 16" 11.25° MJ BEND INSTALL 18" 11.25° MJ BEND GENERAL NOTES: 1.ALL WATERLINE BENDS TO BE INSTALLED WITH THRUST BLOCKING PER DETAIL 560, SHEET D5.02 OR MECHANICAL RESTRAINMENT WITH PROJECT ENGINEER'S APPROVAL. 1I 9A 4A 1A 1B 1C 1D 1E INSTALL 18" 11.25° MJ BEND INSTALL 8" 90° MJ BEND FULLY RESTRAINED. INSTALL 2" STANDARD BLOWOFF PER DETAIL 570, SHEET D5.01. 10A 10C9 4B 5 INSTALL 8"x 8" MJ TEE INSTALL 16"x 16" MJ TEE W/ 12" REDUCER INSTALL 18"x 18" MJ TEE W/ 8" REDUCER INSTALL 18"x 18" MJ TEE INSTALL 8" 45° MJ BEND INSTALL 16" 45° MJ BEND INSTALL 12" 45° MJ BEND 5E 5A 8 5B 8A 10B 3A 4C 8C 9C 11 12 FUTURE DEVELOPMENT SS SS SC SD PGE1730 PGE577 PGE 5106 PGE1730PGE1730PGE1730 PGE1730 PGE233 WWW WWWWWWWWW W W W W W W WWWW WWWW W WXW XW XW XW XW SD SS 64 63 84 85 TRACT S 94 66 83 9382 65 WWW WWWWWWWWW W W W W WWWW WWWW W W W 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 56+00 57+00 58+00 59+00 60+00 61+00 62+00 63+00 64+00 65+ 0 0 W 55016" 41018"41018" 55016" 41018"55016" 270 280 290 300 310 320 270 280 290 300 310 320 56+00 57+00 58+00 59+00 60+00 61+00 62+00 63+00 64+00 64+50 FINISH GRADE @ STREET CENTERLINE EXISTING GROUND @ STREET CENTERLINE 3.00' MINIMUM COVER 3.00' TYPICAL COVER 0.50' MINIMUM SEPARATION WITH STORM CROSSINGS 16 I N X 1 6 I N X 8 I N X 8 I N C R O S S 0. 0 ° V E R T . D E F L . IE = 3 0 5 . 1 4 2+ 2 6 . 6 0 , ( W T L N - 2 P H 2 ) 58 + 6 2 . 5 0 , 1 9 . 0 0 ' L ( R I V E R T E R R A C E ) 16 I N X 1 6 I N X 8 I N X 8 I N C R O S S 0. 0 ° V E R T . D E F L . IE = 3 0 4 . 2 3 4+ 8 8 . 6 0 , ( W T L N - 2 P H 2 ) 61 + 2 4 . 5 0 , 1 9 . 0 0 ' L ( R I V E R T E R R A C E ) 11 . 2 5 ° B E N D IE = 2 9 3 . 2 4 0+ 6 0 . 8 4 ( W T L N - 2 P H 2 ) 56 + 9 6 . 7 3 , 1 9 . 0 0 ' L ( R I V E R T E R R A C E ) 11 . 2 5 ° B E N D IE = 2 9 1 . 5 4 0+ 3 7 . 0 0 ( W T L N - 2 P H 2 ) 56 + 7 3 . 3 5 , 1 4 . 3 5 ' L ( R I V E R T E R R A C E ) CLASS 'B' GRANULAR BACKFILL & BEDDING 11 . 2 5 ° B E N D IE = 2 8 5 . 7 9 7+ 1 5 . 8 1 ( W T L N - 2 P H 2 ) 63 + 5 4 . 2 4 , 1 7 . 1 9 ' L ( R I V E R T E R R A C E ( N ) ) 11 . 2 5 ° B E N D IE = 2 8 1 . 9 5 7+ 5 3 . 6 5 ( W T L N - 2 P H 2 ) 63 + 9 5 . 5 3 , 1 5 . 2 0 ' L ( R I V E R T E R R A C E ( N ) ) 11 . 2 5 ° B E N D IE = 2 7 9 . 8 3 7+ 7 4 . 0 7 ( W T L N - 2 P H 2 ) 64 + 1 7 . 6 7 , 1 4 . 8 3 ' L ( R I V E R T E R R A C E ( N ) ) 270 280 290 300 310 320 270 280 290 300 310 320 56+00 57+00 58+00 59+00 60+00 61+00 62+00 63+00 64+00 64+50 11 . 2 5 ° B E N D IE = 2 9 0 . 5 8 0+ 3 6 . 9 2 ( W T L N - 1 P H 2 ) 56 + 7 3 . 7 5 , 1 0 . 3 5 ' L ( R I V E R T E R R A C E ( N ) ) 11 . 2 5 ° B E N D IE = 2 9 1 . 5 2 0+ 5 0 . 5 1 ( W T L N - 1 P H 2 ) 56 + 8 7 . 0 7 , 1 3 . 0 0 ' L ( R I V E R T E R R A C E ( N ) ) 3.00' MINIMUM COVER 4.00' TYPICAL COVER 0.50' MINIMUM SEPARATION WITH STORM CROSSINGS DEFLECT 18" PIPE VERTICAL TO 3.00' TYPICAL FOR LOT 131 STORM LATERAL CROSSING MAINTAIN 3.00' COVER 11 . 2 5 ° B E N D IE = 2 8 4 . 7 7 7+ 1 6 . 3 9 ( W T L N - 1 P H 2 ) 63 + 5 4 . 6 4 , 1 1 . 0 8 ' L ( R I V E R T E R R A C E ( N ) ) 11 . 2 5 ° B E N D IE = 2 8 0 . 7 4 7+ 5 4 . 2 2 ( W T L N - 1 P H 2 ) 63 + 9 4 . 5 7 , 9 . 1 4 ' L ( R I V E R T E R R A C E ( N ) ) 11 . 2 5 ° B E N D IE = 2 7 8 . 6 2 7+ 7 4 . 6 5 ( W T L N - 1 P H 2 ) 64 + 1 6 . 0 0 , 8 . 9 0 ' L ( R I V E R T E R R A C E ( N ) ) 18 I N X 1 8 I N X 8 I N T E E X. X ° V E R T . D E F L . IE = 2 8 1 . 5 8 7+ 4 5 . 6 1 , ( W T L N - 2 P H 2 ) 63 + 8 6 . 1 3 , 1 0 . 2 0 ' L ( R I V E R T E R R A C E ( N ) ) SW R O Y R O G E R S R D . ( C . R . N O . 3 1 5 0 ) SW R I V E R T E R R A C E B L V D SW PERTH ROAD SW 1 6 5 T H A V E N U E KEY MAP N: \ p r o j \ 3 9 5 - 1 0 3 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s - C D S u b m i t t a l P H 2 A s b u i l t s \ 3 9 5 1 0 3 . ( 5 0 3 ) W T - P H 2 P D M O D . d w g - S H E E T : 50 3 Fe b . 1 3 , 2 3 - 5: 0 1 P M br e t t REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KCS CONSTRUCTION 395-103 01/04/20221ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 2 RENEWS: JUNE 30, 2024 SW RIVER TERRACE BOULEVARD 16 IN & 18 IN PLAN & PROFILE 5031 INCH = 50 FEET 50 25 50 SCALE 0 RI V E R T E R R A C E B L V D MA T C H S H E E T 5 0 4 GENERAL NOTES: 1.ALL WATERLINE BENDS TO BE INSTALLED WITH THRUST BLOCKING PER DETAIL 560, SHEET D5.02 OR MECHANICAL RESTRAINMENT WITH PROJECT ENGINEER'S APPROVAL. 2.WATER PIPE SHALL NOT EXCEED MAXIMUM JOINT DEFLECTION, PER MANUFACTURER SPECIFICATIONS. SW RIVER TERRACE BOULEVARD PLAN SCALE: 1" = 50' SW RIVER TERRACE BOULEVARD 1 550 WTLN PROFILE HORIZ SCALE: 1" = 50', VERT SCALE: 1" = 10' SW RIVER TERRACE BOULEVARD 18 410 WTLN PROFILE HORIZ SCALE: 1" = 50', VERT SCALE: 1" = 10' PGE1730 PGE1730 PGE1730 PGE1730 PGE644 PGE644 DCO DCO DCO DCO DCO PGE1730 PG E644 PGE1730 W W W W W W W W WW W W W W WW W W W W W PGE5106 TRACT W TRACT X 114W W W W W W W TYP. W WW W W W W WW W W W W W 17 + 0 0 18 + 0 0 19 + 0 0 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+0 0 15+ 8 1 15+09 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+ 0 0 7+ 0 0 8+ 0 0 8+ 8 1 0+ 0 0 64+0 0 65+00 65+63 65+62 66+00 67+00 68+00 69+00 70+00 71+0 0 72+ 0 0 73+ 0 0 550 8" 55016" 41018" 41 0 8" 550 12"550 12" 41018" 410 18" 41018"55012" 118 117 119 120 95 240 250 260 270 280 290 300 310 240 250 260 270 280 290 300 310 64+50 65+00 66+00 67+00 68+00 69+00 70+00 71+00 72+00 73+00 16 I N X 1 6 I N X 1 6 I N T E E 1. 8 ° V E R T . D E F L . IE = 2 7 4 . 9 1 9+ 2 9 . 6 1 , ( W T L N - 2 P H 2 ) 65 + 7 5 . 7 7 , 3 2 . 6 5 ' L ( R I V E R T E R R A C E ) FINISH GRADE @ STREET CENTERLINE EXISTING GROUND @ STREET CENTERLINE3.00' MINIMUM COVER 3.00' TYPICAL COVER FOR 8" 4.00' TYPICAL COVER FOR 18" 0.50' MINIMUM SEPARATION WITH STORM CROSSINGS CLASS 'B' GRANULAR BACKFILL & BEDDING 18 I N X 1 8 I N X 1 8 I N T E E 0. 8 ° V E R T . D E F L . IE = 2 7 4 . 3 3 9+ 2 2 . 3 2 , ( W T L N - 1 P H 2 ) 65 + 6 3 . 6 0 , 1 8 . 5 1 ' L ( R I V E R T E R R A C E ) 22 . 5 0 ° B E N D IE = 2 7 3 . 3 8 9+ 7 3 . 1 9 ( W T L N - 1 P H 2 ) 66 + 1 7 . 0 5 , 2 0 . 0 3 ' L ( R I V E R T E R R A C E ) 11 . 2 5 ° B E N D IE = 2 7 3 . 6 7 9+ 8 5 . 1 9 ( W T L N - 1 P H 2 ) 66 + 2 8 . 3 9 , 1 4 . 8 8 ' L ( R I V E R T E R R A C E ) 11 . 2 5 ° B E N D IE = 2 7 4 . 5 0 10 + 0 7 . 2 7 ( W T L N - 1 P H 2 ) 66 + 5 0 . 2 0 , 8 . 5 9 ' L ( R I V E R T E R R A C E ) 11 . 2 5 ° B E N D IE = 2 8 0 . 8 0 12 + 5 5 . 8 5 ( W T L N - 1 P H 2 ) 68 + 9 9 . 4 9 , 4 . 0 0 ' L ( R I V E R T E R R A C E ) 11 . 2 5 ° B E N D IE = 2 8 1 . 3 2 12 + 9 5 . 8 5 ( W T L N - 1 P H 2 ) 69 + 3 8 . 7 8 , 5 . 8 9 ' L ( R I V E R T E R R A C E ) 11 . 2 5 ° B E N D IE = 2 8 2 . 9 9 13 + 3 5 . 8 5 ( W T L N - 1 P H 2 ) 69 + 7 7 . 9 9 , 5 . 6 3 ' L ( R I V E R T E R R A C E ) 11 . 2 5 ° B E N D IE = 2 8 7 . 3 3 14 + 0 8 . 6 1 ( W T L N - 1 P H 2 ) 70 + 4 9 . 5 0 , 5 . 5 2 ' L ( R I V E R T E R R A C E ) 11 . 2 5 ° B E N D IE = 2 9 0 . 8 5 14 + 5 0 . 9 7 ( W T L N - 1 P H 2 ) 70 + 9 1 . 0 4 , 5 . 8 5 ' L ( R I V E R T E R R A C E ) 18 I N X 1 8 I N X 1 8 I N T E E 0. 5 ° V E R T . D E F L . IE = 2 9 1 . 6 0 14 + 5 9 . 3 9 , ( W T L N - 1 P H 2 ) 70 + 9 9 . 2 5 , 5 . 0 3 ' L ( R I V E R T E R R A C E ) DEFLECT 18" PIPE VERTICAL TO 3.00' TYPICAL FOR CATCH BASIN LEAD CROSSING AND CULVERT CROSSING MAINTAIN 3.00' COVER 11 . 2 5 ° B E N D IE = 2 9 5 . 8 9 15 + 1 6 . 1 2 , ( W T L N - 1 P H 2 ) 71 + 5 5 . 1 7 , 0 . 0 0 ' ( R I V E R T E R R A C E ) 260 270 280 290 300 310 260 270 280 290 300 310 64+50 65+00 66+00 67+00 68+00 69+00 70+00 71+00 72+00 73+00 FINISH GRADE @ STREET CENTERLINE EXISTING GROUND @ STREET CENTERLINE 3.00' MINIMUM COVER 0.50' MINIMUM SEPARATION WITH STORM CROSSINGS CLASS 'B' GRANULAR BACKFILL & BEDDING SW R O Y R O G E R S R D . ( C . R . N O . 3 1 5 0 ) SW R I V E R T E R R A C E B L V D SW PERTH ROAD SW 1 6 5 T H A V E N U E KEY MAP N: \ p r o j \ 3 9 5 - 1 0 3 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s - C D S u b m i t t a l P H 2 A s b u i l t s \ 3 9 5 1 0 3 . ( 5 0 3 ) W T - P H 2 P D M O D . d w g - S H E E T : 50 4 Fe b . 1 3 , 2 3 - 5: 0 1 P M br e t t REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KCS CONSTRUCTION 395-103 01/04/20221ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 2 RENEWS: JUNE 30, 2024 SW RIVER TERRACE BOULEVARD 12 & 18 IN PLAN & PROFILE 5041 INCH = 50 FEET 50 25 50 SCALE 0 RIV E R T E R R A C E B L V D MA T C H S H E E T 5 0 3 SW RIVER TERRACE BOULEVARD PLAN SCALE: 1" = 50' SW RIVER TERRACE BOULEVARD 18 PROFILE HORIZ SCALE: 1" = 50', VERT SCALE: 1" = 10' PERTH ROAD MATCH SHEET 505 GENERAL NOTES: 1.ALL WATERLINE BENDS TO BE INSTALLED WITH THRUST BLOCKING PER DETAIL 560, SHEET D5.02 OR MECHANICAL RESTRAINMENT WITH PROJECT ENGINEER'S APPROVAL. 2.WATER PIPE SHALL NOT EXCEED MAXIMUM JOINT DEFLECTION, PER MANUFACTURER SPECIFICATIONS. SW RIVER TERRACE BOULEVARD 12 PROFILE HORIZ SCALE: 1" = 50', VERT SCALE: 1" = 10' PGE1730 PGE1730 PGE644 PGE577 PG E 5106 PGE1730 PGE1730 PGE 233 PGE1730 PGE1730 PGE1730 PGE644 PGE1730 PGE1730 PGE1730 PGE644 PGE1730 PGE1730 W W W W W W W W W W W W W W W W W W 92 90 TRACT Q91 TRACT RTRACT S 94 88 89 93 W W W W W W W W W W W W W W W W W W 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 7+0 0 8+ 0 0 9+ 0 0 10 + 0 0 7+0 0 8+ 0 0 9+ 0 0 10 + 0 0 8+00 8+81 0+00 1+00 2+00 3+00 4+00 5+00 5+53 64 + 0 0 65 + 0 0 65 + 6 3 65 + 6 2 66 + 0 0 67+ 0 0 550 8" 55 0 16 " 41 0 18 " 4108" 55 0 12 " 41 0 18 " 55016" 550 16" 99 104 103 105 101 102100 TR A C T T 97 98 95 96 TRACT U 250 260 270 280 290 300 310 320 330 250 260 270 280 290 300 310 320 330 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 FINISH GRADE @ STREET CENTERLINE EXISTING GROUND @ STREET CENTERLINE 3.00' MINIMUM COVER 3.00' TYPICAL COVER FOR 0.50' MINIMUM SEPARATION WITH STORM CROSSINGS CLASS 'B' GRANULAR BACKFILL & BEDDING 16 I N X 1 6 I N X 1 6 I N T E E 0. 0 ° V E R T . D E F L . IE = 2 7 4 . 9 1 9+ 2 9 . 6 1 , ( W T L N - 2 P H 2 ) 19 + 1 5 . 8 6 , 1 5 . 0 3 ' R ( P E R T H ) 16 I N X 1 6 I N X 8 I N T E E 1. 3 ° V E R T . D E F L . IE = 2 9 6 . 2 0 4+ 3 7 . 4 5 , ( W T L N - 4 P H 2 ) 23 + 4 9 . 5 7 , 1 1 . 9 9 ' R ( P E R T H ) 11 . 2 5 ° B E N D IE = 2 8 0 . 3 2 1+ 7 0 . 8 3 ( W T L N - 4 P H 2 ) 20 + 7 6 . 5 7 , 8 . 7 8 ' R ( P E R T H ) 11 . 2 5 ° B E N D IE = 2 9 5 . 7 6 4+ 2 4 . 0 3 ( W T L N - 4 P H 2 ) 23 + 3 5 . 4 4 , 1 1 . 7 1 ' R ( P E R T H ) 11 . 2 5 ° B E N D IE = 2 9 6 . 5 3 4+ 4 9 . 9 7 ( W T L N - 4 P H 2 ) 23 + 6 2 . 7 3 , 1 1 . 5 4 ' R ( P E R T H ) SW R O Y R O G E R S R D . ( C . R . N O . 3 1 5 0 ) SW R I V E R T E R R A C E B L V D SW PERTH ROAD SW 1 6 5 T H A V E N U E KEY MAP N: \ p r o j \ 3 9 5 - 1 0 3 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s - C D S u b m i t t a l P H 2 A s b u i l t s \ 3 9 5 1 0 3 . ( 5 0 3 ) W T - P H 2 P D M O D . d w g - S H E E T : 50 5 Fe b . 1 3 , 2 3 - 5: 0 1 P M br e t t REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KCS CONSTRUCTION 395-103 01/04/20221ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 2 RENEWS: JUNE 30, 2024 SW PERTH ROAD 16 IN PLAN & PROFILE 5051 INCH = 50 FEET 50 25 50 SCALE 0 SW PERTH ROAD PLAN SCALE: 1" = 50' SW PERTH ROAD PROFILE HORIZ SCALE: 1" = 50', VERT SCALE: 1" = 10' RIVER TERRACE MATCH SHEET 50 3 RIVE R T E R R A C E MATC H S H E E T 5 0 4 GENERAL NOTES: 1.ALL WATERLINE BENDS TO BE INSTALLED WITH THRUST BLOCKING PER DETAIL 560, SHEET D5.02 OR MECHANICAL RESTRAINMENT WITH PROJECT ENGINEER'S APPROVAL. 2.WATER PIPE SHALL NOT EXCEED MAXIMUM JOINT DEFLECTION, PER MANUFACTURER SPECIFICATIONS. 1" X 1" X 1" 12" 24" N: \ p r o j \ 3 9 5 - 1 0 3 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s - C D S u b m i t t a l P H 2 A s b u i l t s \ 3 9 5 1 0 3 . ( D 5 . 0 1 ) W A T E R D E T A I L S - P H 2 P D M O D . d w g - S H E E T : D5 . 0 1 Fe b . 1 3 , 2 3 - 5: 0 1 P M br e t t REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KCS CONSTRUCTION 395-103 01/04/20221ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 2 RENEWS: JUNE 30, 2024 WATER DETAILS D5.01 N: \ p r o j \ 3 9 5 - 1 0 3 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s - C D S u b m i t t a l P H 2 A s b u i l t s \ 3 9 5 1 0 3 . ( D 5 . 0 1 ) W A T E R D E T A I L S - P H 2 P D M O D . d w g - S H E E T : D5 . 0 2 Fe b . 1 3 , 2 3 - 5: 0 2 P M br e t t REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KCS CONSTRUCTION 395-103 01/04/20221ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 2 RENEWS: JUNE 30, 2024 WATER DETAILS D5.02 X X X X X X X X X 4 15 1S 4 15 1S 2 15 1S 4 6 1S 6 11 1 S 11 12 1S 6 2 1S A A 2 15 1S 7 11 1S 8 15 1S R I JC B 6 2 1S U U N U U R R E E EE E 19BS19AS 18S 18S 18 S H H H 123 114 66 83 716967 93 68 78 77828180 65 70 79 62 61 60 59 58 64 63 92 90 TRACT Q 84 91 85 TRACT R 86 TRACT S 87 94 88 89 TRACT W TRACT X 53 TRACT Z 54 57 56 55 TRACT EE TRACT DD 52 51 SEE SS2-SS4 SHEETS FOR SIGNAGE & STRIPING DETAILS FOR ROUNDABOUT TRACT Y 48 74 TRACT W TRACT AA TRACT BB 124 125 127 128 129 130 131 132 133 126 118117 116 115 111 112 113 110 119120 121 122 99 104103 105 101 102 100TRA C T T 97 98 95 96 109 108 107 106 TRACT V TRACT U SW R I V E R T E R R A C E B O U L E V A R D SW RUBICON LANE SW P E R T H R O A D SW PERTH ROAD SW N O O S A C O U R T SW RIVE R T E R R A C E BOULEV A R D SW 1 6 5 T H A V E N U E SW EVERTON STREET SW DARLING LANE SW CHETCO COURT SW R I V E R T E R R B L V D A A A N: \ p r o j \ 3 9 5 - 1 0 3 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s - C D S u b m i t t a l P H 2 A s b u i l t s \ 3 9 5 1 0 3 . ( S S ) S I G N - P H 2 P D M O D . d w g - S H E E T : SS 1 Ma r . 2 2 , 2 3 - 1: 4 4 P M br e t t REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KCS CONSTRUCTION 395-103 01/04/20221ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 2 RENEWS: JUNE 30, 2024 SIGNAGE AND STRIPING PLAN SS11 INCH = 80 FEET 80 40 80 SCE 0 SEE SHEET SS3 FOR STREET SIGNING DETAILS AND NOTES. INSTALL 28' WIDE TYPE III STREET BARRICADE PER DWG NO. 6010 ON SHEET SS3. STREET SIGN NOTES: A 1-26 N N M STREET SIGN LETTERING NAME LETTERING: 4" UPPERCASE PREFIXES: 3" UPPERCASE SUFFIXES: 3" UPPERCASE NOTE: ALL CHARACTERS ARE CENTERED VERTICALLY ON SIGN. N = SIGN NUMBER M = MATERIALS, OPTIONS ARE: S = STEEL "TELESPAR" INSTALL NEW SIGN INSTALL NEW SIGN (N) ON NEW (M) SUPPORT PERMANENT SIGNING LEGEND STOP HI INTENSITY SIGN 30" X 30" TYPE R1-1 1 SIGN PUBLIC 2 SIDED 2 SW Everton St SW Rubicon Ln SIGN PUBLIC 2 SIDED 4 SIGN PUBLIC 2 SIDED 6 SW 165TH Ave SW River Terrace Blvd River Terrace SIGN PUBLIC 2 SIDED 16 SW Perth Rd River Terrace SIGN PUBLIC 2 SIDED 17 12" X 18" TYPE R7-1 SIGN 18 SIGN 19A 24" X 30" TYPE R2-1 STREET RRICE PER ETI ON SHEET SS A SIGN PUBLIC 2 SIDED 7 SW Chetco Ct SIGN PUBLIC 2 SIDED 8 SW Noosa Ct SIGN PUBLIC 2 SIDED 11 SW Perth Rd SIGN PUBLIC 2 SIDED 12 SW 168TH Ave 24" X 30" TYPE R4-7 "W" SIGN 20 24" X 12" TYPE W16-7 "Y1" SIGN 21 30" X 30" TYPE W11-2 "Y1" SIGN 22 30" X 24" TYPE R6-4 SIGN 25 30" X 30" TYPE W2-6 "Y1" SIGN 23 30" X 30" TYPE R1-2 SIGN 24 SIGN TYPE D1-1D 1 SIDED 14 SW Perth Rd SIGN TYPE D1-1D 1 SIDED 13 SW River Terrace Blvd SIGN PUBLIC 2 SIDED 15 SW River Terrace Blvd STRIPING NOTES: SEE SHEET SS4 FOR DETAILSA-X 24" X 12" TYPE W16-7R "Y1" SIGN 26 SIGN 19B 24" X 30" TYPE W13-1P NO RING N TIE 21S 26S 14 S 14S 21 S 26 S 21S 13 S 26 S 21S 13 S 21S 21S 21 S 21S 25S 24S 24S 24 S 24S 22 22 22 22 22 22 22 22 O O O T T T T H Y V V Y Y V H V Y H H H H H 95.17' 12.00'11.44' 12.14' 19BS 19AS 19A S 19BS 19BS 19AS 62.08' 12.00'12.00' 80.88' 12.00' 12.00' 17.00' 17.00' 17.00' 17.00' N N N H H O 93 92 TRACT R TRACT S 133 97 98 95 96 1 INCH = 20 FEET 20 10 20 SCALE 0 RIVER TERRACE BLVD ROUNDABOUT PLAN SCALE: 1" = 20' RIVER TERRACE BLVD PE R T H R O A D PE R T H R O A D SEE SHEET SS1 FOR STREET SIGNING DETAILS AND NOTES. INSTALL 28' WIDE TYPE III STREET BARRICADE PER DWG NO. 6010 ON SHEET SS3. STREET SIGN NOTES: A 1-26 N N M STREET SIGN LETTERING NAME LETTERING: 4" UPPERCASE PREFIXES: 3" UPPERCASE SUFFIXES: 3" UPPERCASE NOTE: ALL CHARACTERS ARE CENTERED VERTICALLY ON SIGN. N = SIGN NUMBER M = MATERIALS, OPTIONS ARE: S = STEEL "TELESPAR" INSTALL NEW SIGN INSTALL NEW SIGN (N) ON NEW (M) SUPPORT PERMANENT SIGNING LEGEND STRIPING NOTES: SEE SHEET SS4 FOR DETAILS SEE SHEET SS3, DETAIL 2 A-X ROUNDABOUT SIGNAGE AND STRIPING PLAN SS2 Y SW R O Y R O G E R S R D . ( C . R . N O . 3 1 5 0 ) SW R I V E R T E R R A C E B L V D SW PERTH ROAD SW 1 6 5 T H A V E N U E KEY MAP N: \ p r o j \ 3 9 5 - 1 0 3 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s - C D S u b m i t t a l P H 2 A s b u i l t s \ 3 9 5 1 0 3 . ( S S ) S I G N - P H 2 P D M O D . d w g - S H E E T : SS 2 Fe b . 1 3 , 2 3 - 5: 0 2 P M br e t t REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KCS CONSTRUCTION 395-103 01/04/20221ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 2 RENEWS: JUNE 30, 2024 N: \ p r o j \ 3 9 5 - 1 0 3 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s - C D S u b m i t t a l P H 2 A s b u i l t s \ 3 9 5 1 0 3 . ( S S ) S I G N - P H 2 P D M O D . d w g - S H E E T : SS 3 Fe b . 1 3 , 2 3 - 5: 0 2 P M br e t t REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KCS CONSTRUCTION 395-103 01/04/20221ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 2 RENEWS: JUNE 30, 2024 SIGNAGE AND STRIPING DETAILS SS3 STREET SIGN DETAIL N.T.S.1 STREET SIGNS TO BE WHITE WITH BLACK LETTERING AS SHOWN USE V-LOC BREAKAWAY ROUND POST ANCHOR MODEL No. 30-VR3 AS SPECIFIED BY POLE MANUFACTURER. STREET SIGN DETAIL NOTE: STREET NAMES ARE NOT ACTUAL, FOR VISUAL PURPOSES ONLY 42" 39" 13 "6" 7" 7" 42" Y YIELD LINE DETAIL N.T.S.2 VARIES 0M4 MARKER END OF STREET MARKER N.T.S.3 * DEVELOPER TO PROVIDE THE CITY WITH A DOZEN POLES AND BRACKETS PER STREET SIGN DETAIL, FOR MAINTENANCE PURPOSES. CO U N T Y F I L E : 1 6 - 9 2 3 N: \ p r o j \ 3 9 5 - 1 0 3 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s - C D S u b m i t t a l P H 2 A s b u i l t s \ 3 9 5 1 0 3 . ( S S ) S I G N - P H 2 P D M O D . d w g - S H E E T : SS 4 Fe b . 1 3 , 2 3 - 5: 0 2 P M br e t t REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KCS CONSTRUCTION 395-103 01/04/20221ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 2 RENEWS: JUNE 30, 2024 STRIPING DETAILS SS4 3' (TYP.) TYPICAL STREET LIGHT DETAIL (SIDEWALK W/ LANDSCAPE STRIP) NOT TO SCALE 1 JB POLE LIGHT #10 3C 1 CU R B F A C E SI D E W A L K ROAD 8' (TYP) VARIES LC ILLUMINATION NOTES AND DETAILS 1' (TYP.) TYPICAL STREET LIGHT DETAIL (CURB TIGHT SIDEWALK) NOT TO SCALE 1 JB POLELIGHT #10 3C 1 CU R B F A C E ROAD 8' (TYP) VARIES LC SI D E W A L K LEGEND LP (N) Install decorative light pole (LP), pole number (N) project. JB 1 Install 17" x 30" x 18" precast concrete junction box for street lighting per P.G.E. Requirement. EX LP Retain and protect existing light pole. IL-1 H: \ 2 3 \ 2 3 5 7 3 - S o u t h R i v e r T e r r a c e D e v e l o p m e n t \ d e s i g n \ _ C D \ 2 3 5 7 3 - p h 2 I l l u m i n a t i o n p l a n s _ v 2 . d w g - S H E E T : IL - 1 Fe b . 2 , 2 2 - 1: 0 9 P M jh e n r i k s e n ELEVATION DATUM: NGVD 29 REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION WES CONSTRUCTION 395-103 2/02/2022DATE: NO. TYPE: SOUTH RIVER TERRACE PHASE 2 EXPIRES: 06/30/22 . Y 65552PE OREGON N D D WA E E UJL SIERG E RETE 1 RS 9 , BRA 020 GUO ISEENIGR OPREFSO LAN C H ILLUMINATION PLAN 0.5' TYPICAL STREET LIGHT DETAIL NOT TO SCALE 1 JB POLELIGHT #10 3C 1 CU R B F A C E 8' (TYP) SH A R E D P A T H (CURB TIGHT SHARED PATH, POLE NO. 14 & 15) 12' GENERAL NOTES 1.All materials and workmanship shall conform to P.G.E. Option "B" specifications. All materials and installation shall be approved by P.G.E. 2.All electrical equipment shall conform to the current standards of the National Electrical Manufacturers Association (NEMA) and the Underwriters Laboratories, inc. (U.L.) wherever applicable. In addition to the requirements of the plans, standard specifications, and the special provisions, all materials and workmanship shall conform to the current requirements of the National Electrical Code (NEC) the National Electrical Safety Code, standards of the American National Standards Institute (ANSI), and any local ordinances which may apply. 3.Location of illumination conduits and junction boxes are approximate. Coordinate with other utilities to ensure proper installation. 4.Coordinate work with Chung Lam of P.G.E. at (503) 736-5785 to obtain conduit plan. 2. Junction boxes shall be PGE-approved splice boxes. PGE-approved boxes to be supplied and installed by the Contractor are: MANUFACTURER:JB-1 Catolog Number: Junction box covers shall be marked as follows: "ELECTRIC" OR "POWER" on all roadways (PGE Option "B") Newbasis (Associated Plastics) Armorcast Highline Quazite (Hubbell) Oldcastle Ripley DTL Intermactic RD8645 DLL 1271.5 J50 EK4536SB FCA173018T-90026 A6001640TAX18PGE CHA173018HE1 A42173018A017 17301620 4. The photoelectric control shall be PGE-approved extended life twistlock, electronic, 105 to 300 volt. The PGE-approved photoelectric control is: 5. #10 AWG, 600 volt, 3-conductor, class B stranding, THPE TC, with sunlight-resistant PVC jacket. suitable for direct burial installations. Insulation to be black, and green per NEMA WC-7 for NEC applications (TFN, THWN, THHN), with fillers or tape added to produce round outer jacket, rated 90 degree C dry and 75 C wet, 1000 ft NR reels. Jacket to display sequential footage markings. 2 labels, one attached to the outside flange surface, one attached to the drum each to detail total footage, inside or starting footage. Manufacturer:Catalog Number: APPROVED STREET LIGHTING EQUIPMENT: 3. Luminaire shall be PGE approved cobrahead-style. The approved luminaires are: Shakespeare BHT3099S1BL9901 1. Light pole for cobrahead-style fixtures shall be PGE-approved 30-foot direct buried, black composite with 25 foot mounting height. The approved cobrahead light pole is: Manufacturer:Top Piece: OPAR-6-BK 6-Ft Arm: 25-STUB-UP Stub Piece: Style:Manufacturer: Cobrahead (Poles 1-69)Leotek, 45 Watt LED GCJ2-20H-MV-WW-2R-BK-700-PCR7-RWG-WL-FDC-PGE Product Code: Cobrahead (Poles 70-78)Leotek, 25 Watt LED GCJ1-20H-MV-WW-2R-BK-350-PCR7-RWG-WL-FDC-PGE IL-2 H: \ 2 3 \ 2 3 5 7 3 - S o u t h R i v e r T e r r a c e D e v e l o p m e n t \ d e s i g n \ _ C D \ 2 3 5 7 3 - p h 2 I l l u m i n a t i o n p l a n s _ v 2 . d w g - S H E E T : IL - 2 Fe b . 2 , 2 2 - 1: 0 9 P M jh e n r i k s e n ELEVATION DATUM: NGVD 29 REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION WES CONSTRUCTION 395-103 2/02/2022DATE: NO. TYPE: SOUTH RIVER TERRACE PHASE 2 EXPIRES: 06/30/22 . Y 65552PE OREGON N D D WA E E UJL SIERG E RETE 1 RS 9 , BRA 020 GUO ISEENIGR OPREFSO LAN C H ILLUMINATION PLAN 6006 6007 6042 6338 6336633563346333633163306329632863276325 6347 6346 6343 6342 6341 6340 6339 6337 6069606860676066606560646063 6062 6061 6060 6059 6058 6057 6056 6055 6054 6053 6052 6051 6050 6049 6048 6047 6045 6044 6043 6046 6091 6090 6089 6076 607360746075 6077 6080 6081 6082 6083 6084 6085 6087 6088 6217 6218 6219 6220 6221 6223 6224 6225 6226 6239 6240 6241 6242 62306231623262336234623562366237 6313 6314 6315 6316 6317 6318 6319 6320 6321 6322 6109 6110 6112 6113 6114 6115 6116 6123 6124 6125 6126 6128 6129 6130 6134 6135 6136 6137 6138 6139 6140 6141 6118 6119 6120 6121 6122 6367 6366 6353 6352 6351 6350 6365 6364 6349 6363 6092 6093 6094 6369 6370 6371 6372 6096 6097 6098 6373 6099 6100 6345 607060716072 6228 6227 6243 6117 6238 6095 6079 6078 PG E577 PG E577 PGE644 PGE644 PGE644 PG E644 PGE644 PGE644 PGE644 PGE644 PGE644 PG E644 PG E644 PGE1730 PGE1730 PGE1730 PGE1730 PGE1730 PGE1730 PGE1730 PGE1730 PGE1730 PGE1730 PGE1730PGE1730PGE1730 PGE1730 PGE1730 PGE1730 PGE1730 PGE1730 PGE1730 PGE1730 PGE1730 PGE1730 PGE1730PGE1730PGE1730 PGE1730 PGE1730PGE1730 PGE1730 PGE1730 PGE1730 PGE1730 PGE1730 PGE1730 PGE1730 PGE1730 PGE1730 PG E1730 PGE1730PGE1730PGE1730PGE1730 SD SC SD SD SS SS SS SS SS SS SS SS SS SS W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W SD SD SD SD SDSDSDSDSDSD SD SDSDSDSDSD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SDSDSD SD SD SS SS SS SS SS SS SS SS SS SS SS SSSSSSSSSS SS SS SS SS SS SS SS SS SS SSSSSSSSSSSS SSSSSS SS SS SD SD SD SD SD SC SD SD SD SC SS SS SS SS W W W W W W W W W W SC 55 + 0 0 56 + 0 0 57 + 0 0 58 + 0 0 59 + 0 0 60 + 0 0 61 + 0 0 62 + 0 0 11+00 12+00 13+00 14+00 11 + 0 0 12 + 0 0 13 + 0 0 14 + 0 0 15 + 0 0 16 + 0 0 17 + 0 0 17 + 8 5 W SD SDSDSD SS SS SS SS SS 1 INCH = 50 FEET 50 25 50 SCALE 0 SW R I V E R T E R R A C E B L V D MATCH LINE - SEE SHEET IL-4 SW DARLING LN SW 1 6 5 T H A V E SW A L B A N Y T E R R SW EVERTON ST SW RUBICON LN EX LP EX LP EX LP EX LP EX LP EX LP EX LP 1. SEE SHEET IL-1 FOR ILLUMINAION LEGEND, NOTES AND DETAILS. NOTES: 2. SEE P.G.E. PLAN FOR CONDUIT PLAN NOT SHOWN LP 2 LP 43 LP 45 LP 57 LP 47 LP 48 LP 46 LP 58 LP 44 LP 4 LP 5 LP 42 LP 3 LP 1 LP 40 LP 39 LP 50 LP 51 LP 52 LP 53 LP 7 LP 6 LP 54 LP 55 LP 56 LP 60 LP 59 JB 1 JB 1 JB 1 JB 1 JB 1 JB 1 JB 1 JB 1 JB 1 JB 1 JB 1 JB 1 JB 1 JB 1 JB 1 JB 1 JB 1 JB 1 JB 1 JB 1 JB 1 JB 1 JB 1 JB 1 JB 1 JB 1 JB 1 IL-3 LP 8 JB 1 LP 49 JB 1 LP 41JB 1 SW R O Y R O G E R S R D . ( C . R . N O . 3 1 5 0 ) SW R I V E R T E R R A C E B L V D SW PERTH ROAD SW 1 6 5 T H A V E N U E KEY MAP H: \ 2 3 \ 2 3 5 7 3 - S o u t h R i v e r T e r r a c e D e v e l o p m e n t \ d e s i g n \ _ C D \ 2 3 5 7 3 - p h 2 I l l u m i n a t i o n p l a n s _ v 2 . d w g - S H E E T : IL - 3 Fe b . 2 , 2 2 - 1: 0 9 P M jh e n r i k s e n ELEVATION DATUM: NGVD 29 REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION WES CONSTRUCTION 395-103 2/02/2022DATE: NO. TYPE: SOUTH RIVER TERRACE PHASE 2 EXPIRES: 06/30/22 . Y 65552PE OREGON N D D WA E E UJL SIERG E RETE 1 RS 9 , BRA 020 GUO ISEENIGR OPREFSO LAN C H ILLUMINATION PLAN MATCH LINE - SEE SHEET IL-4 6000 6001 6002 6003 6004 6005 6008 6009 6149 6150 6151 6152 6153 6154 6155 6156 6157 6158 6159 6160 6162 6163 6164 6165 6166 6167 6168 6169 6170 6171 6172 6173 6174 6175 6176 6177 6178 6179 6180 61816183618261846185618661876188 6189 6190 6191 6305 6306 6307 62526251625062496248 6273 6272 6271 6270 6269 6268 6267 6287 6286 6285 6284 6283 6281 6296 6297 6298 6299 6300 6301 6302 6303 6304 6311 6310 6309 6308 6254625562566257 6274 6260 6261 6262 6263 6275 6277 6278 6279 6280 6192 6193 6194 6195 6196 6197 6198 6199 6200 6201 6202 6203 620462056206 6207 6208 6209 6210 6212 6213 6214 6215 6216 6133 6368 6356 6355 6354 6357 6358 6374 6375 6376 6101 6377 6378 6379 6102 6103 6104 6359 6360 6361 6211 6161 6247 6246 6244 6245 6264 6265 6266 6253 6276 6282 6288 6289 6290 6295 6294 62936292 6142 6143 6144 6145 6146 6147 6148 PGE1730 PGE1730 PGE1730 PGE1730 PGE1730 PGE1730 PGE644 PGE644 PGE577 PGE1730 PGE1730 PGE 644 PGE577 PGE577 PG E577 PG E644 PGE644 PGE644 PGE644 PG E644 PGE644 PG E5106 PG E1730 PGE1730 PG E1730 PGE1730 PGE1730 PGE1730 PGE1730 PGE1730 PGE1730 PGE1730 PGE1730 PGE1730 PGE1730 PGE1730 PGE1730 PGE1730 PG E1730 PGE1730 PGE1730 PG E1730 DCO DCO DCO DCO DCO DCO DCO DCO DCO W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SDSDSD SDSDSD SD SD SDSD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SS SS SS SS SS SS SS SS SS SS SS SSSSSSSSSS SS SS SS SSSS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS WWWWWWW SD SD SD SD SD SD SD SS SS W W W 62 + 0 0 63 + 0 0 64 + 0 0 65+ 0 0 66+ 0 0 67+00 68+00 69+00 70+0 0 71+ 0 0 72 + 0 0 73 + 0 0 9+ 7 1 10 + 0 0 1 INCH = 50 FEET 50 25 50 SCALE 0 SW RIV E R T E R R A C E B L V D SW P E R T H R D MATCH LINE - SEE SHEET IL-3 SW 1 6 5 T H A V E SW 1 6 9 T H A V E SW 1 6 8 T H A V E SW YARRA LN SW RIVERDELL LNSW RIVERDELL LN SW YARRA LN SW 1 6 9 T H A V E SW CHETCO CT SW N O O S A C T 1. SEE SHEET IL-1 FOR ILLUMINAION LEGEND, NOTES AND DETAILS. GENERAL NOTES: 2. SEE P.G.E. PLAN FOR CONDUIT PLAN NOT SHOWN LP 36 LP 38 LP 37 LP 35 LP 34 LP 33LP 21 LP 22 LP 25 LP 24 LP 13 LP 14 LP 15 LP 16 LP 17 LP 18 LP 19 LP 32 LP 31 LP 30 LP 67LP 29LP 27 JB 1 LP 28 LP 66 LP 69 LP 68 LP 61 LP 62 LP 63 LP 64 LP 65 LP 12 LP 11 LP 10 LP 9 JB 1 JB 1JB 1 JB 1 JB 1 JB 1 JB 1 JB 1 JB 1 JB 1 JB 1 JB 1 JB 1 JB 1 JB 1 JB 1 JB 1 JB 1 JB 1 JB 1 JB 1 JB 1 JB 1 JB 1 JB 1 JB 1 JB 1 JB 1 JB 1 JB 1 JB 1 JB 1 JB 1 JB 1 JB 1 LP 71 LP 70 LP 72 LP 75 JB 1 JB 1 JB 1 JB 1 IL-4 LP 26 LP 20 JB 1 LP 23 JB 1 F LP F LP F LP SW R O Y R O G E R S R D . ( C . R . N O . 3 1 5 0 ) SW R I V E R T E R R A C E B L V D SW PERTH ROAD SW 1 6 5 T H A V E N U E KEY MAP H: \ 2 3 \ 2 3 5 7 3 - S o u t h R i v e r T e r r a c e D e v e l o p m e n t \ d e s i g n \ _ C D \ 2 3 5 7 3 - p h 2 I l l u m i n a t i o n p l a n s _ v 2 . d w g - S H E E T : IL - 4 Fe b . 2 , 2 2 - 1: 0 9 P M jh e n r i k s e n ELEVATION DATUM: NGVD 29 REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION WES CONSTRUCTION 395-103 2/02/2022DATE: NO. TYPE: SOUTH RIVER TERRACE PHASE 2 EXPIRES: 06/30/22 . Y 65552PE OREGON N D D WA E E UJL SIERG E RETE 1 RS 9 , BRA 020 GUO ISEENIGR OPREFSO LAN C H ILLUMINATION PLAN MATCH LINE - SEE SHEET IL-3 EX LP EX LP LP 73 JB 1 LP 74 JB 1 TR A C T " Z " LP 76JB 1 LP 77JB 1 LP 78 JB 1 CONSTRUCTION NOTE: POLE NOS. 70-78 LOCATED ON PRIVATE STREETS, WILL BE OWNED AND MAINTAINED BY THE H.O.A. AND METERED SEPERATELY FROM THE PUBLIC LIGHTING SYSTEM. 1 1 1 1 1 1 1 1 1 1 6006 6007 6042 6338 6336633563346333633163306329632863276325 6347 6346 6343 6342 6341 6340 6339 6337 6069606860676066606560646063 6062 6061 6060 6059 6058 6057 6056 6055 6054 6053 6052 6051 6050 6049 6048 6047 6045 6044 6043 6046 6091 6090 6089 6076 607360746075 6077 6080 6081 6082 6083 6084 6085 6087 6088 6217 6218 6219 6220 6221 6223 6224 6225 6226 6239 6240 6241 6242 62306231623262336234623562366237 6313 6314 6315 6316 6317 6318 6319 6320 6321 6322 6109 6110 6112 6113 6114 6115 6116 6123 6124 6125 6126 6128 6129 6130 6134 6135 6136 6137 6138 6139 6140 6141 6118 6119 6120 6121 6122 6367 6366 6353 6352 6351 6350 6365 6364 6349 6363 6092 6093 6094 6369 6370 6371 6372 6096 6097 6098 6373 6099 6100 6345 607060716072 6228 6227 6243 6117 6238 6095 6079 6078 0.9 1.1 1.3 1.5 1.6 1.5 1.3 1.1 0.9 1.1 1.3 1.4 1.6 1.7 1.5 1.3 1.1 0.9 1.1 1.2 1.4 1.4 1.5 1.6 1.7 1.6 1.4 1.2 1.0 0.8 1.7 1.6 1.5 1.5 1.6 1.6 1.6 1.7 1.7 1.6 1.5 1.3 1.1 1.0 0.8 1.4 1.6 1.7 1.7 1.7 1.7 1.7 1.7 1.7 1.8 1.7 1.7 1.6 1.4 1.3 1.2 1.0 0.9 1.4 1.5 1.6 1.7 1.7 1.8 1.9 1.9 1.9 1.9 1.8 1.8 1.8 1.7 1.6 1.5 1.3 1.2 1.1 1.5 1.4 1.4 1.6 1.8 2.0 2.0 2.0 2.0 2.0 1.9 1.9 1.9 1.9 1.8 1.6 1.5 1.3 1.3 1.3 1.3 1.3 1.5 1.7 1.9 2.0 2.1 2.1 2.1 2.0 1.9 1.9 1.8 1.7 1.6 1.5 1.4 1.4 1.1 1.1 1.1 1.3 1.5 1.7 1.8 2.0 2.1 2.1 2.0 1.8 1.7 1.7 1.5 1.6 1.6 1.6 1.5 0.9 1.1 1.4 1.6 1.7 1.9 2.1 2.0 1.9 1.7 1.6 1.5 1.4 1.5 1.5 1.7 1.6 1.2 1.6 1.8 1.9 2.0 2.0 1.8 1.6 1.4 1.3 1.1 1.1 1.2 1.6 1.8 1.8 1.9 1.8 1.6 1.4 1.2 1.0 0.8 1.7 1.7 1.7 1.6 1.4 1.2 1.0 0.8 1.7 1.6 1.5 1.5 1.3 1.1 0.9 1.6 1.6 1.6 1.5 1.3 1.1 0.8 1.4 1.5 1.6 1.7 1.6 1.4 1.1 0.8 0.6 1.4 1.5 1.6 1.7 1.6 1.4 1.1 0.9 0.6 1.2 1.3 1.4 1.6 1.7 1.6 1.4 1.2 1.0 0.8 0.6 0.9 1.0 1.2 1.3 1.4 1.6 1.6 1.5 1.4 1.2 1.1 0.9 0.8 0.8 0.8 1.0 1.1 1.2 1.1 1.2 1.3 1.4 1.5 1.5 1.6 1.5 1.4 1.3 1.2 1.0 0.9 0.9 1.1 1.2 1.4 1.2 1.3 1.3 1.3 1.3 1.3 1.4 1.5 1.6 1.6 1.5 1.4 1.3 1.2 1.1 1.0 1.0 1.2 1.3 1.4 1.3 1.3 1.3 1.3 1.3 1.3 1.4 1.5 1.5 1.6 1.6 1.5 1.4 1.2 1.2 1.1 1.2 1.2 1.3 1.3 1.5 1.4 1.3 1.2 1.2 1.2 1.3 1.4 1.5 1.6 1.6 1.5 1.3 1.2 1.2 1.2 1.2 1.3 1.3 1.2 1.5 1.3 1.2 1.1 1.1 1.2 1.3 1.4 1.5 1.5 1.5 1.4 1.3 1.2 1.1 1.1 1.1 1.1 1.1 1.0 1.1 1.1 1.1 1.2 1.4 1.5 1.5 1.4 1.4 1.3 1.1 0.9 0.9 0.9 1.0 1.1 1.3 1.5 1.6 1.5 1.4 1.3 1.2 0.9 0.8 1.3 1.5 1.6 1.5 1.4 1.3 1.1 0.8 0.7 1.4 1.5 1.6 1.5 1.3 1.2 0.9 0.7 1.6 1.6 1.4 1.3 1.1 0.8 0.5 1.6 1.5 1.4 1.2 1.0 0.8 0.5 0.3 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.5 0.4 0.5 0.5 0.5 0.5 0.6 0.5 0.4 0.8 0.8 0.8 0.7 0.7 0.7 0.6 0.5 1.3 1.2 1.1 1.0 0.9 0.9 0.8 0.7 0.6 0.5 1.4 1.5 1.4 1.4 1.3 1.2 1.1 1.0 1.0 0.9 0.8 0.7 0.5 0.5 0.3 1.4 1.4 1.4 1.4 1.4 1.4 1.3 1.2 1.2 1.1 1.0 0.8 0.7 0.6 0.4 1.3 1.2 1.3 1.4 1.5 1.5 1.4 1.4 1.4 1.3 1.2 1.0 0.9 0.7 0.5 1.1 1.1 1.1 1.3 1.4 1.5 1.5 1.5 1.5 1.5 1.3 1.2 1.0 0.8 0.5 0.9 1.0 1.0 1.0 1.2 1.3 1.4 1.5 1.6 1.6 1.4 1.3 1.2 0.9 0.5 0.7 0.7 0.7 0.8 1.0 1.1 1.3 1.4 1.6 1.6 1.5 1.5 1.3 0.9 0.5 0.5 0.5 0.5 0.6 0.8 1.0 1.1 1.4 1.4 1.5 1.6 1.6 1.5 1.0 0.4 0.6 0.8 1.0 1.2 1.3 1.4 1.5 1.6 0.4 0.6 0.8 1.0 1.2 1.3 1.4 0.3 0.5 0.7 1.0 1.2 1.3 0.6 0.7 1.0 1.1 1.2 1.0 1.2 1.3 1.2 1.0 0.9 1.1 1.2 1.0 0.9 0.7 0.9 1.0 1.0 0.9 0.8 0.6 0.7 0.8 0.9 0.9 0.9 0.7 0.4 0.6 0.7 0.8 0.9 0.9 0.8 0.7 0.3 0.3 0.5 0.6 0.7 0.8 0.9 0.9 0.9 0.7 0.3 0.4 0.5 0.7 0.8 0.9 1.0 1.0 0.9 0.8 0.4 0.4 0.6 0.7 0.9 1.0 1.1 1.1 1.0 0.8 0.4 0.5 0.6 0.8 0.9 1.1 1.2 1.3 1.2 0.9 0.4 0.5 0.6 0.9 1.1 1.2 1.3 1.4 1.3 0.6 0.9 1.2 1.3 1.4 1.5 1.3 1.1 1.0 1.3 1.5 1.5 1.5 1.3 1.0 1.5 1.6 1.5 1.4 1.2 1.0 1.6 1.6 1.5 1.3 1.2 1.0 0.4 0.6 0.7 0.9 1.1 1.1 0.6 0.7 0.8 1.0 1.0 0.4 0.6 0.6 0.8 0.9 0.8 0.4 0.5 0.6 0.7 0.7 0.7 0.4 0.5 0.6 0.6 0.6 0.6 0.3 0.4 0.5 0.6 0.6 0.6 0.3 0.4 0.5 0.6 0.6 0.6 0.3 0.4 0.5 0.6 0.6 0.6 0.3 0.4 0.5 0.6 0.6 0.6 0.3 0.4 0.5 0.6 0.6 0.6 0.3 0.4 0.5 0.6 0.6 0.6 0.4 0.5 0.6 0.7 0.7 0.6 0.5 0.6 0.7 0.8 0.8 0.7 0.6 0.7 0.8 0.9 0.9 0.8 0.7 0.8 1.0 1.1 1.0 0.8 0.9 1.0 1.1 1.2 1.1 0.9 1.1 1.2 1.2 1.3 1.1 0.9 1.3 1.4 1.3 1.3 1.1 0.9 1.5 1.5 1.3 1.2 1.1 0.9 1.4 1.5 1.3 1.2 1.1 0.9 1.2 1.3 1.3 1.3 1.1 0.9 1.0 1.1 1.1 1.2 1.1 0.9 0.8 0.9 1.0 1.1 1.0 0.9 0.6 0.7 0.8 1.0 0.9 0.8 0.5 0.6 0.7 0.8 0.8 0.7 0.4 0.5 0.6 0.6 0.6 0.6 0.3 0.4 0.5 0.5 0.5 0.5 0.3 0.4 0.4 0.5 0.5 0.4 0.3 0.3 0.4 0.4 0.5 0.4 0.3 0.3 0.4 0.4 0.4 0.4 0.3 0.3 0.4 0.4 0.4 0.4 0.3 0.4 0.4 0.4 0.4 0.3 0.3 0.4 0.4 0.4 0.4 0.3 0.4 0.4 0.4 0.4 0.3 0.3 0.4 0.4 0.4 0.4 0.3 0.3 0.4 0.5 0.5 0.4 0.3 0.4 0.5 0.5 0.4 0.3 1.5 1.5 1.4 1.3 1.1 0.9 1.4 1.3 1.3 1.2 0.9 1.1 1.2 1.2 1.3 1.1 0.9 0.9 0.9 1.1 1.2 1.0 0.8 0.7 0.8 0.9 1.0 0.9 0.8 0.6 0.7 0.8 0.8 0.8 0.7 0.5 0.6 0.7 0.7 0.7 0.6 0.4 0.5 0.6 0.6 0.6 0.5 0.4 0.5 0.6 0.6 0.5 0.5 0.4 0.5 0.6 0.6 0.5 0.4 0.4 0.5 0.6 0.6 0.5 0.4 0.4 0.5 0.6 0.6 0.5 0.4 0.5 0.5 0.6 0.6 0.5 0.4 0.5 0.6 0.6 0.6 0.5 0.4 0.6 0.7 0.7 0.6 0.5 0.4 0.7 0.8 0.8 0.7 0.6 0.5 0.8 0.9 0.9 0.8 0.7 0.6 0.9 1.0 1.1 1.0 0.8 0.7 0.9 1.1 1.2 1.1 1.0 0.9 1.0 1.2 1.3 1.3 1.2 1.1 0.9 1.1 1.3 1.4 1.4 1.2 0.9 1.1 1.2 1.4 1.5 1.5 0.9 1.1 1.2 1.4 1.4 1.3 0.9 1.2 1.3 1.3 1.3 1.1 0.9 1.1 1.2 1.1 1.1 0.9 0.9 1.0 1.1 1.0 0.9 0.7 0.8 0.9 0.9 0.8 0.7 0.6 0.7 0.8 0.8 0.7 0.5 0.5 0.5 0.6 0.6 0.5 0.5 0.4 0.5 0.5 0.5 0.5 0.4 0.3 0.4 0.4 0.4 0.4 0.3 0.3 0.4 0.4 0.4 0.4 0.3 0.2 0.4 0.4 0.4 0.4 0.3 0.2 0.3 0.4 0.4 0.4 0.3 0.3 0.4 0.4 0.4 0.3 0.3 0.3 0.4 0.4 0.3 0.3 0.3 0.4 0.4 0.4 0.3 0.3 0.4 0.4 0.4 0.7 0.8 0.9 0.8 0.7 0.6 0.8 1.0 1.1 1.0 0.9 0.8 0.8 1.1 1.2 1.1 1.1 1.0 0.9 1.1 1.3 1.3 1.3 1.2 0.9 1.1 1.3 1.4 1.5 1.4 0.9 1.1 1.2 1.4 1.6 1.6 0.9 1.1 1.3 1.4 1.5 1.5 1.0 1.2 1.4 1.4 1.4 1.3 1.0 1.2 1.4 1.3 1.2 1.1 0.2 0.2 0.3 0.2 0.2 0.3 0.3 0.3 0.4 0.4 0.4 0.5 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.3 0.3 0.2 0.2 0.2 0.3 0.3 0.3 0.3 0.2 0.2 0.3 0.3 0.3 0.3 0.2 0.4 0.4 0.3 0.3 0.2 0.4 0.4 0.4 0.3 0.3 0.4 0.4 0.4 0.4 0.3 0.5 0.6 0.5 0.5 0.4 0.7 0.7 0.7 0.6 0.5 0.8 0.9 0.8 0.7 0.6 0.9 1.1 1.0 0.9 0.8 1.0 1.2 1.1 1.1 1.0 1.0 1.2 1.2 1.3 1.2 1.0 1.2 1.3 1.4 1.4 1.0 1.1 1.3 1.5 1.6 1.0 1.2 1.3 1.4 1.4 1.1 1.2 1.2 1.3 1.2 1.0 1.2 1.1 1.1 1.0 0.9 1.1 1.0 0.9 0.8 0.8 0.9 0.8 0.7 0.6 0.7 0.8 0.7 0.6 0.5 0.6 0.6 0.6 0.5 0.4 0.5 0.5 0.5 0.4 0.3 0.5 0.5 0.4 0.4 0.3 0.4 0.5 0.4 0.4 0.3 0.4 0.5 0.4 0.4 0.3 0.4 0.5 0.4 0.4 0.3 0.4 0.5 0.4 0.4 0.3 0.4 0.5 0.4 0.4 0.3 0.4 0.5 0.4 0.4 0.3 0.4 0.5 0.4 0.4 0.3 0.4 0.5 0.4 0.4 0.3 0.5 0.5 0.5 0.4 0.3 0.5 0.5 0.5 0.4 0.4 0.6 0.6 0.6 0.5 0.4 0.7 0.8 0.7 0.6 0.5 0.9 1.0 0.9 0.8 0.6 1.0 1.1 1.0 0.9 0.8 1.0 1.2 1.2 1.1 1.0 1.0 1.2 1.3 1.3 1.2 0.8 1.0 1.2 1.3 1.4 1.5 0.7 1.0 1.1 1.3 1.4 1.6 0.8 1.0 1.2 1.3 1.4 1.5 1.3 0.8 1.1 1.3 1.4 1.4 1.4 1.2 0.8 1.1 1.3 1.3 1.3 1.3 1.1 0.9 0.8 1.0 1.2 1.3 1.2 1.1 1.0 0.8 0.6 0.6 0.7 0.9 1.1 1.1 1.0 1.0 0.9 0.8 0.7 0.7 0.8 0.9 0.9 0.9 0.9 0.9 0.7 0.8 1.0 1.0 0.9 0.8 0.8 0.7 0.7 0.7 0.9 1.0 1.1 1.2 1.1 1.1 1.1 1.1 1.1 1.0 0.9 0.8 0.7 0.6 0.5 0.6 0.7 0.8 0.8 0.8 0.7 0.7 0.6 0.6 0.7 0.9 1.1 1.2 1.3 1.3 1.2 1.3 1.3 1.3 1.2 1.1 0.9 0.8 0.7 0.6 0.6 0.6 0.7 0.7 0.8 0.9 1.1 1.2 1.4 1.4 0.7 0.6 0.6 0.6 0.6 0.6 0.6 0.7 0.8 0.9 1.0 1.3 0.5 0.6 0.6 0.6 0.6 0.6 0.5 0.5 0.6 0.6 0.8 0.9 1.1 1.3 1.4 1.4 1.4 1.3 1.3 1.2 1.1 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1.0 1.2 1.3 1.4 1.3 1.2 1.1 0.9 0.7 0.6 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.6 0.7 0.9 1.0 1.2 1.2 1.2 1.2 1.2 1.3 1.2 1.1 1.0 0.8 0.6 0.5 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.5 0.6 0.7 0.9 1.0 1.2 1.3 1.2 1.2 1.2 1.3 1.2 1.1 1.0 0.8 0.7 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.7 0.8 1.0 1.1 1.2 1.3 1.4 1.3 1.1 0.9 0.8 0.6 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.6 0.7 0.8 0.9 1.1 1.1 1.1 1.0 1.0 1.1 1.1 1.0 0.9 0.8 0.6 0.5 0.5 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.5 0.6 0.8 0.9 1.1 1.2 1.3 1.3 1.3 1.3 1.2 1.0 0.9 0.7 0.6 0.6 0.5 0.5 0.5 0.6 0.6 0.6 0.6 0.6 0.7 0.8 0.9 1.0 1.1 1.1 1.4 1.3 1.0 0.8 0.7 0.5 0.5 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.5 0.5 0.6 0.7 0.8 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.8 0.7 0.6 0.5 0.5 0.4 0.4 0.4 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.4 0.4 0.5 0.7 0.8 1.0 1.2 1.4 1.5 1.4 1.3 1.1 0.9 0.7 0.6 0.5 0.5 0.4 0.4 0.4 0.5 0.5 0.5 0.5 0.5 0.6 0.6 0.7 0.8 0.9 0.9 0.6 0.6 0.5 0.5 0.4 0.4 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.4 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1.4 1.6 1.5 1.3 1.2 0.9 0.5 0.8 1.0 1.2 1.4 1.5 1.5 1.5 1.4 1.0 0.5 0.8 1.0 1.2 1.4 1.5 1.5 1.6 1.5 0.8 1.0 1.2 1.4 1.4 1.5 1.6 1.6 0.8 1.0 1.2 1.4 1.5 1.5 1.5 1.4 0.5 0.7 1.0 1.3 1.5 1.7 1.7 1.6 1.5 1.2 0.6 0.8 1.2 1.4 1.6 1.7 1.7 1.6 1.3 1.0 0.7 1.0 1.3 1.5 1.7 1.7 1.6 1.4 1.1 0.8 0.9 1.2 1.5 1.7 1.7 1.7 1.5 1.3 1.0 0.7 1.1 1.4 1.6 1.7 1.7 1.6 1.4 1.1 0.9 0.5 1.2 1.6 1.7 1.7 1.6 1.5 1.3 1.0 0.8 1.7 1.7 1.6 1.5 1.4 1.2 0.9 0.7 1.7 1.7 1.6 1.5 1.4 1.2 0.9 0.3 0.4 0.5 0.5 0.5 0.5 0.3 0.4 0.4 0.5 0.5 0.6 0.7 0.7 0.7 0.7 0.3 0.4 0.4 0.5 0.6 0.7 0.8 0.9 1.0 1.0 0.9 0.9 0.9 0.9 0.9 0.4 0.4 0.4 0.5 0.6 0.7 0.9 1.0 1.1 1.2 1.1 1.1 1.1 1.1 1.1 1.0 0.9 0.7 0.6 0.5 0.4 0.4 0.4 0.3 0.3 0.3 0.3 0.3 0.4 0.4 0.5 0.6 0.7 0.9 1.0 1.1 1.2 1.3 1.2 1.2 1.3 1.2 1.1 0.9 0.7 0.6 0.5 0.4 0.4 0.4 0.4 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.4 0.5 0.6 0.8 1.1 1.3 1.4 1.5 1.3 1.2 0.9 0.7 0.6 0.5 0.4 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.3 0.4 0.4 0.4 0.5 0.5 0.7 0.8 0.9 1.0 1.1 1.0 1.0 0.3 0.3 0.3 0.4 0.4 0.5 0.6 0.7 0.9 1.1 1.3 1.4 1.4 1.3 1.2 1.1 0.9 0.8 0.7 0.5 0.4 0.4 0.4 0.4 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.4 0.4 0.5 0.6 0.8 0.9 1.1 1.3 1.4 1.4 1.4 1.2 1.0 0.8 0.7 0.6 0.5 0.4 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.4 0.4 0.4 0.5 0.5 0.7 0.9 1.0 1.2 1.2 1.2 1.1 0.2 0.3 0.3 0.4 0.5 0.5 0.7 0.8 1.0 1.2 1.4 1.5 1.4 1.2 1.0 0.8 0.7 0.5 0.4 0.4 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.4 0.4 0.4 0.5 0.6 0.7 0.9 1.0 1.2 1.3 1.3 1.2 1.3 1.2 1.1 1.0 0.8 0.6 0.5 0.4 0.4 0.4 0.4 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.4 0.4 0.5 0.6 0.8 1.0 1.1 1.2 1.3 1.3 0.7 0.8 1.0 1.2 1.2 1.1 0.9 0.7 0.5 0.4 0.4 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.3 0.4 0.4 0.4 0.4 0.5 0.6 0.8 0.9 1.1 1.2 1.2 1.1 1.1 1.2 1.2 1.1 1.0 0.8 0.7 0.5 0.5 0.4 0.4 0.4 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.4 0.4 0.5 0.7 0.8 1.1 1.3 1.4 1.5 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.4 0.4 0.4 0.5 0.6 0.7 0.8 0.9 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.9 0.7 0.6 0.5 0.4 0.4 0.4 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.4 0.5 0.6 0.8 1.0 1.2 1.4 1.6 1.6 1.5 1.3 1.1 0.8 0.6 0.5 0.4 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.4 0.4 0.4 0.5 0.6 0.7 0.8 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.8 0.7 0.6 0.5 0.4 0.4 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.3 1.5 1.5 1.3 1.1 0.9 0.7 0.6 0.5 0.4 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.4 0.4 0.4 0.4 0.5 0.6 0.8 1.0 1.1 1.1 1.1 1.0 1.0 1.1 1.1 1.0 0.9 0.7 0.6 0.5 0.4 0.4 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.4 0.5 0.6 0.7 0.9 1.1 1.3 1.5 1.5 1.3 1.2 0.9 0.7 0.6 0.5 0.4 0.3 0.3 1.3 1.3 1.3 1.2 1.0 0.9 0.7 0.6 0.5 0.4 0.4 0.3 0.3 0.3 0.3 0.3 0.2 0.3 0.3 0.3 0.3 0.3 0.4 0.4 0.4 0.5 0.6 0.8 1.0 1.1 1.2 1.3 1.2 1.2 1.3 1.2 1.1 1.0 0.8 0.6 0.5 0.4 0.4 0.4 0.3 0.3 0.3 0.3 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.3 0.4 0.5 0.6 0.7 0.8 1.0 1.2 1.3 1.3 1.3 1.3 1.2 1.0 0.9 0.7 0.6 0.5 0.4 0.4 1.2 1.2 1.3 1.2 1.1 1.0 0.8 0.6 0.5 0.4 0.4 0.4 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.4 0.4 0.5 0.7 0.8 1.0 1.2 1.3 1.3 1.3 1.3 1.1 1.0 0.9 0.7 0.6 0.5 0.4 0.4 0.4 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.4 0.4 0.4 0.5 0.6 0.8 1.0 1.1 1.2 1.3 1.2 1.2 1.3 1.2 1.1 1.0 0.8 0.6 0.5 0.4 0.4 1.0 1.0 1.1 1.1 1.0 0.9 0.7 0.6 0.5 0.4 0.4 0.4 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.4 0.5 0.6 0.7 0.9 1.2 1.3 1.5 1.4 1.3 1.1 0.9 0.7 0.6 0.5 0.4 0.3 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.3 0.3 0.3 0.3 0.4 0.4 0.4 0.5 0.6 0.8 0.9 1.0 1.1 1.1 1.1 1.1 1.1 1.1 1.1 0.9 0.8 0.7 0.5 0.5 0.4 0.2 0.2 0.3 0.4 0.5 0.6 0.8 1.0 1.2 1.5 1.4 1.2 1.0 0.8 0.6 0.5 0.4 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.4 0.4 0.5 0.5 0.6 0.8 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.8 0.7 0.6 0.5 0.4 0.4 SC SD SD SD SC SS SS SS SS W W W W W W W W W W SC 55 + 0 0 56 + 0 0 57 + 0 0 58 + 0 0 59 + 0 0 60 + 0 0 61 + 0 0 62 + 0 0 11+00 12+00 13+00 14+00 11 + 0 0 12 + 0 0 13 + 0 0 14 + 0 0 15 + 0 0 16 + 0 0 17 + 0 0 17 + 8 5 W SD SDSDSD SS SS SS SS SS 1 INCH = 50 FEET 50 25 50 SCALE 0 SW R I V E R T E R R A C E B L V D MATCH LINE - SEE SHEET IL-4 SW DARLING LN SW 1 6 5 T H A V E SW A L B A N Y T E R R SW EVERTON ST SW RUBICON LN EX LP EX LP EX LP EX LP EX LP EX LP EX LP 1. SEE SHEET IL-1 FOR ILLUMINAION LEGEND, NOTES AND DETAILS. NOTES: 2. SEE P.G.E. PLAN FOR CONDUIT PLAN NOT SHOWN IL-5 SW R O Y R O G E R S R D . ( C . R . N O . 3 1 5 0 ) SW R I V E R T E R R A C E B L V D SW PERTH ROAD SW 1 6 5 T H A V E N U E KEY MAP H: \ 2 3 \ 2 3 5 7 3 - S o u t h R i v e r T e r r a c e D e v e l o p m e n t \ d e s i g n \ _ C D \ 2 3 5 7 3 - p h 2 I l l u m i n a t i o n p l a n s _ v 2 . d w g - S H E E T : IL - 5 Fe b . 2 , 2 2 - 1: 0 9 P M jh e n r i k s e n ELEVATION DATUM: NGVD 29 REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION WES CONSTRUCTION 395-103 2/02/2022DATE: NO. TYPE: SOUTH RIVER TERRACE PHASE 2 EXPIRES: 06/30/22 . Y 65552PE OREGON N D D WA E E UJL SIERG E RETE 1 RS 9 , BRA 020 GUO ISEENIGR OPREFSO LAN C H PHOTOMETRIC DIAGRAM MATCH LINE - SEE SHEET IL-4 LP 2 LP 43 LP 45 LP 57 LP 47 LP 48 LP 46 LP 58 LP 44 LP 4 LP 5 LP 42 LP 3 LP 1 LP 40 LP 39 LP 50 LP 51 LP 52 LP 53 LP 7 LP 6 LP 54 LP 55 LP 56 LP 60 LP 59 LP 8 LP 49 LP 41 6000 6001 6002 6003 6004 6005 6008 6009 6149 6150 6151 6152 6153 6154 6155 6156 6157 6158 6159 6160 6162 6163 6164 6165 6166 6167 6168 6169 6170 6171 6172 6173 6174 6175 6176 6177 6178 6179 6180 61816183618261846185618661876188 6189 6190 6191 6305 6306 6307 62526251625062496248 6273 6272 6271 6270 6269 6268 6267 6287 6286 6285 6284 6283 6281 6296 6297 6298 6299 6300 6301 6302 6303 6304 6311 6310 6309 6308 6254625562566257 6274 6260 6261 6262 6263 6275 6277 6278 6279 6280 6192 6193 6194 6195 6196 6197 6198 6199 6200 6201 6202 6203 620462056206 6207 6208 6209 6210 6212 6213 6214 6215 6216 6133 6368 6356 6355 6354 6357 6358 6374 6375 6376 6101 6377 6378 6379 6102 6103 6104 6359 6360 6361 6211 6161 6247 6246 6244 6245 6264 6265 6266 6253 6276 6282 6288 6289 6290 6295 6294 62936292 6142 6143 6144 6145 6146 6147 6148 0.8 0.7 1.1 1.0 1.0 1.0 1.0 1.5 1.4 1.4 1.3 1.3 1.4 1.4 1.6 1.6 1.6 1.5 1.7 1.7 1.7 1.7 1.7 1.7 1.7 1.7 1.8 1.9 1.8 1.9 1.9 1.9 2.0 2.0 2.0 1.9 1.9 1.8 1.8 1.7 2.0 2.0 2.0 2.0 2.1 2.2 2.2 2.1 2.0 1.8 1.7 1.7 1.9 2.1 2.0 2.0 1.9 1.9 2.0 1.9 1.8 1.7 1.6 1.6 1.9 1.8 1.8 1.7 1.6 1.6 1.6 1.5 1.4 1.4 1.4 1.4 1.4 1.5 1.4 1.3 1.2 1.2 1.2 1.2 1.1 1.0 1.1 1.1 1.0 1.0 0.9 0.9 0.8 0.9 0.6 0.6 0.7 0.7 0.7 0.6 0.6 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.5 0.5 0.6 0.7 0.7 0.7 0.7 0.7 0.7 0.6 0.7 0.7 0.8 0.8 0.8 0.8 0.8 0.8 0.7 0.6 0.5 0.5 0.9 0.9 0.9 1.0 1.0 1.0 1.0 0.9 0.8 0.7 0.7 0.6 0.6 0.6 0.7 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.1 0.9 0.8 0.8 0.8 0.7 0.8 0.9 1.1 1.2 1.2 1.1 1.2 1.3 1.2 1.2 1.0 0.9 0.9 0.9 0.9 1.0 1.0 1.0 1.1 1.1 1.2 1.3 1.4 1.3 1.2 1.1 1.0 1.0 1.0 1.0 1.1 0.9 0.9 1.0 1.1 1.2 1.3 1.4 1.4 1.2 1.1 1.0 0.9 0.9 1.0 1.1 0.8 0.8 0.9 1.0 1.2 1.3 1.4 1.4 1.3 1.2 1.1 0.9 0.8 0.9 0.6 0.7 0.8 1.0 1.2 1.3 1.5 1.4 1.4 1.3 1.1 0.9 0.7 0.7 0.5 0.7 0.9 1.1 1.3 1.4 1.4 1.4 1.2 0.9 0.6 0.9 1.1 1.2 1.3 1.5 1.5 1.2 0.9 1.1 1.2 1.3 1.5 1.6 1.4 1.3 1.0 1.2 1.3 1.4 1.3 0.8 1.0 1.2 1.3 1.4 1.5 0.6 0.8 1.0 1.2 1.3 1.5 1.6 0.5 0.7 0.9 1.1 1.3 1.3 1.4 1.4 0.2 0.3 0.5 0.7 0.9 1.1 1.3 1.3 1.3 1.2 0.3 0.4 0.6 0.7 0.9 1.1 1.2 1.2 1.1 1.0 0.3 0.5 0.6 0.7 0.9 1.0 1.1 1.1 0.9 0.8 0.3 0.5 0.6 0.7 0.8 0.9 1.0 0.9 0.8 0.6 0.3 0.4 0.6 0.6 0.7 0.8 0.8 0.8 0.6 0.5 0.4 0.5 0.5 0.6 0.7 0.7 0.6 0.6 0.5 0.5 0.5 0.6 0.6 0.6 0.5 0.4 0.5 0.5 0.6 0.6 0.5 0.4 0.4 0.5 0.6 0.6 0.5 0.4 0.3 0.4 0.3 0.4 0.4 0.4 0.3 0.2 0.3 0.4 0.4 0.4 0.3 0.2 0.4 0.4 0.4 0.4 0.3 0.3 0.4 0.5 0.5 0.4 0.4 0.3 0.5 0.6 0.6 0.5 0.5 0.4 0.6 0.7 0.7 0.7 0.6 0.5 0.7 0.8 0.9 0.8 0.7 0.6 0.4 0.5 0.6 0.6 0.5 0.4 0.5 0.5 0.6 0.5 0.4 0.4 0.5 0.6 0.5 0.4 0.4 0.5 0.5 0.5 0.5 0.4 0.5 0.5 0.5 0.5 0.5 0.5 0.6 0.6 0.5 0.4 0.5 0.6 0.7 0.7 0.6 0.5 0.6 0.7 0.8 0.8 0.7 0.6 0.7 0.9 1.0 1.0 0.8 0.8 0.9 1.0 1.1 1.1 0.9 1.0 1.1 1.2 1.2 1.2 1.0 1.2 1.3 1.3 1.3 1.2 0.9 1.3 1.4 1.3 1.2 1.1 0.9 1.4 1.5 1.3 1.2 1.1 0.9 1.2 1.3 1.3 1.3 1.1 0.9 1.0 1.2 1.2 1.3 1.1 0.9 0.8 1.0 1.0 1.1 1.1 0.9 0.6 0.8 0.9 1.0 1.0 0.8 0.5 0.6 0.7 0.8 0.8 0.7 0.4 0.5 0.6 0.7 0.7 0.6 0.3 0.4 0.5 0.5 0.5 0.5 0.3 0.3 0.4 0.4 0.5 0.4 0.2 0.3 0.3 0.4 0.4 0.4 0.2 0.2 0.3 0.4 0.4 0.4 0.2 0.2 0.3 0.4 0.4 0.4 0.2 0.2 0.3 0.4 0.5 0.4 0.2 0.3 0.4 0.5 0.5 0.5 0.2 0.4 0.5 0.5 0.5 0.5 0.4 0.5 0.6 0.6 0.6 0.6 0.6 0.7 0.8 0.8 0.8 0.7 0.8 1.0 1.0 0.9 0.9 1.2 1.3 1.2 1.1 1.1 1.5 1.4 1.3 1.3 1.2 0.8 1.0 0.8 1.1 1.2 1.3 1.3 0.8 1.0 1.2 1.2 1.1 1.1 0.8 1.0 1.1 1.0 0.9 0.8 0.7 0.9 0.9 0.8 0.7 0.7 0.7 0.7 0.7 0.6 0.6 0.6 0.6 0.5 0.4 0.5 0.6 0.6 0.5 0.5 0.4 0.6 0.6 0.6 0.5 0.4 0.3 0.6 0.6 0.6 0.5 0.3 0.6 0.6 0.6 0.4 0.3 0.6 0.6 0.5 0.4 0.3 0.6 0.6 0.5 0.4 0.3 0.6 0.6 0.6 0.6 0.5 0.4 0.6 0.7 0.7 0.6 0.5 0.4 0.7 0.8 0.8 0.7 0.6 0.5 0.8 0.9 0.9 0.8 0.7 0.9 1.1 1.1 1.0 0.8 1.0 1.2 1.2 1.1 1.0 1.0 1.2 1.3 1.3 1.2 0.9 0.8 0.7 0.6 0.5 1.0 1.0 0.8 0.7 0.6 0.4 1.1 1.1 1.0 0.9 0.8 1.2 1.2 1.2 1.2 1.0 1.0 1.1 1.3 1.3 1.3 1.1 0.9 1.1 1.2 1.4 1.5 1.3 0.9 1.1 1.2 1.4 1.5 1.3 1.0 1.2 1.3 1.3 1.3 1.1 1.0 1.2 1.3 1.2 1.2 1.0 0.9 1.1 1.1 1.0 0.9 0.8 0.8 1.0 1.0 0.9 0.7 0.6 0.7 0.9 0.8 0.7 0.6 0.5 0.6 0.7 0.7 0.6 0.5 0.4 0.6 0.6 0.6 0.5 0.4 0.3 0.5 0.6 0.5 0.5 0.4 0.3 0.5 0.5 0.5 0.5 0.4 0.3 0.5 0.5 0.5 0.5 0.3 0.2 0.5 0.6 0.5 0.4 0.3 0.5 0.6 0.5 0.4 0.3 0.5 0.5 0.5 0.4 0.3 0.5 0.5 0.5 0.4 0.3 0.5 0.5 0.5 0.4 0.4 0.6 0.6 0.5 0.5 0.4 0.6 0.7 0.6 0.5 0.5 0.7 0.8 0.7 0.6 0.5 0.8 1.0 0.9 0.8 0.7 0.9 1.1 1.1 0.9 0.8 1.0 1.2 1.2 1.1 1.1 1.0 1.2 1.3 1.3 1.3 1.0 1.1 1.3 1.4 1.4 1.2 1.0 1.1 1.2 1.4 1.5 1.3 1.0 1.1 1.3 1.4 1.4 1.1 0.7 0.5 0.5 0.4 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.4 0.5 0.6 0.6 0.6 0.6 0.4 0.3 0.2 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.4 0.6 0.7 0.7 0.7 0.7 0.7 0.8 0.8 0.8 0.7 0.6 0.5 0.4 0.3 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.3 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.4 0.5 0.6 0.7 0.8 0.8 0.8 0.8 0.8 0.7 0.6 0.5 0.4 0.3 0.3 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 0.9 0.9 0.8 0.7 0.5 0.5 0.4 0.3 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.3 0.4 0.5 0.6 0.8 0.9 0.9 0.8 0.7 0.6 0.5 0.4 0.3 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.3 0.5 0.5 0.3 0.3 0.3 0.3 0.4 0.4 0.5 0.2 0.2 0.2 0.3 0.4 0.4 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.4 0.4 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.4 0.4 0.5 0.2 0.2 0.3 0.4 0.5 0.5 0.6 0.7 0.6 0.6 0.6 0.7 0.6 0.6 0.5 0.4 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.4 0.4 0.5 0.2 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.7 0.7 0.7 0.8 0.7 0.6 0.5 0.4 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.3 0.3 0.2 0.2 0.3 0.4 0.5 0.6 0.7 0.7 0.8 0.8 0.8 0.8 0.7 0.6 0.5 0.4 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.4 0.5 0.6 0.8 0.8 0.9 0.9 0.8 0.7 0.5 0.4 0.4 0.3 0.2 0.2 0.2 0.2 0.3 0.3 0.4 0.5 0.7 0.8 0.9 0.9 0.8 0.6 0.5 0.4 0.4 0.3 0.3 0.2 0.3 0.3 0.4 0.5 0.6 0.8 0.9 0.9 0.9 0.8 0.7 0.6 0.5 0.4 0.4 0.4 0.4 0.5 0.3 0.3 0.4 0.5 0.6 0.7 0.7 0.8 0.8 0.8 0.8 0.7 0.6 0.6 0.5 0.5 0.4 0.5 0.5 0.3 0.3 0.4 0.5 0.6 0.7 0.8 0.8 0.7 0.7 0.8 0.8 0.7 0.6 0.5 0.5 0.5 0.5 0.2 0.3 0.4 0.5 0.5 0.6 0.7 0.7 0.6 0.6 0.7 0.7 0.6 0.6 0.5 0.5 0.5 0.5 0.6 0.7 0.7 0.6 0.6 0.7 0.8 0.7 0.7 0.6 0.6 0.8 0.8 0.8 0.7 0.7 0.7 0.6 0.6 0.8 0.9 0.9 0.8 0.8 0.7 0.6 0.5 0.4 0.9 0.9 0.8 0.7 0.7 0.6 0.5 0.4 0.3 0.3 0.7 0.7 0.6 0.5 0.5 0.4 0.3 0.3 0.2 0.5 0.4 0.4 0.3 0.3 0.3 0.3 0.3 0.2 0.3 0.3 0.3 0.2 0.2 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.4 0.5 0.5 0.2 0.2 0.3 0.3 0.4 0.5 0.5 0.6 0.6 0.2 0.3 0.4 0.5 0.6 0.7 0.7 0.7 0.6 0.3 0.4 0.5 0.6 0.7 0.8 0.8 0.7 0.6 0.6 0.5 0.6 0.7 0.8 0.8 0.8 0.7 0.7 0.6 0.5 0.7 0.8 0.9 0.8 0.8 0.7 0.7 0.6 0.5 0.4 0.9 0.8 0.8 0.7 0.6 0.6 0.5 0.4 0.3 0.7 0.6 0.5 0.5 0.4 0.4 0.3 0.3 0.3 0.4 0.4 0.4 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.3 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1.2 1.3 1.3 1.2 1.1 1.0 0.8 0.4 0.5 0.5 0.6 0.5 0.5 0.4 0.3 0.3 0.2 0.1 0.1 0.2 0.2 0.2 0.3 0.3 0.3 0.4 0.4 0.5 0.6 0.7 0.9 1.0 1.1 1.1 1.0 1.0 1.0 1.1 1.0 0.9 0.7 0.6 0.5 0.4 0.4 0.3 0.3 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.2 0.3 0.4 0.6 0.9 1.1 1.2 1.3 1.1 1.0 0.8 0.7 0.3 0.4 0.5 0.5 0.5 0.4 0.3 0.3 0.2 0.2 0.1 0.1 0.2 0.2 0.2 0.3 0.3 0.3 0.4 0.4 0.5 0.6 0.8 1.0 1.1 1.2 1.2 1.2 1.1 1.2 1.2 1.1 1.0 0.8 0.6 0.5 0.4 0.4 0.3 0.3 0.3 0.2 0.2 0.2 0.1 0.1 0.1 0.2 0.3 0.4 0.6 0.8 1.0 1.1 1.2 1.1 0.9 0.7 0.5 0.3 0.3 0.4 0.4 0.4 0.4 0.3 0.2 0.2 0.2 0.1 0.1 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.4 0.5 0.6 0.7 0.9 1.0 1.2 1.3 1.3 1.3 1.3 1.2 1.1 0.9 0.7 0.6 0.5 0.4 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.1 0.1 0.2 0.2 0.3 0.4 0.6 0.7 0.9 1.0 1.0 0.9 0.7 0.6 0.4 0.3 0.4 0.4 0.4 0.3 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.4 0.5 0.6 0.7 0.9 1.2 1.3 1.5 1.5 1.3 1.2 1.0 0.8 0.6 0.5 0.4 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.1 0.1 0.2 0.2 0.2 0.3 0.4 0.5 0.7 0.8 0.9 0.8 0.7 0.6 0.5 0.3 0.4 0.4 0.3 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.3 0.4 0.5 0.7 0.9 1.1 1.3 1.5 1.5 1.3 1.1 0.9 0.7 0.5 0.4 0.3 0.3 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.3 0.4 0.5 0.6 0.7 0.7 0.6 0.6 0.5 0.3 0.3 0.3 0.2 0.2 0.1 0.1 0.1 0.3 0.4 0.4 0.5 0.5 0.5 0.5 0.5 0.3 0.2 0.2 0.4 0.4 0.4 0.4 0.4 0.4 0.5 0.6 0.6 0.5 0.8 0.9 1.0 0.7 0.7 0.7 0.7 0.7 0.6 0.6 0.8 1.0 1.1 1.2 1.2 0.7 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.6 0.8 0.9 1.1 1.3 1.3 1.3 1.1 0.7 0.8 0.9 1.0 1.0 1.0 1.0 1.0 1.0 1.1 1.1 1.2 0.8 0.7 0.6 0.6 0.7 0.9 1.1 1.3 1.4 1.5 1.3 1.1 0.9 0.8 0.9 1.0 1.2 1.2 1.3 1.2 1.2 1.3 1.2 1.2 1.4 1.5 1.6 1.5 1.4 1.2 1.0 0.8 0.7 0.8 0.9 1.0 1.2 1.4 1.5 1.5 1.4 1.2 1.0 1.0 1.1 1.3 1.4 1.5 1.4 1.4 1.4 1.4 1.3 1.3 1.4 1.4 1.4 1.3 1.2 1.1 0.9 0.9 1.0 1.0 1.2 1.3 1.4 1.6 1.6 1.5 1.3 1.0 1.2 1.4 1.6 1.6 1.6 1.6 1.6 1.5 1.4 1.4 1.3 1.3 1.3 1.4 1.3 1.2 1.1 1.1 1.1 1.2 1.3 1.4 1.5 1.6 1.7 1.6 1.4 1.1 1.3 1.5 1.6 1.7 1.7 1.6 1.5 1.4 1.3 1.2 1.2 1.2 1.2 1.2 1.3 1.3 1.3 1.5 1.6 1.6 1.6 1.7 1.7 1.5 1.6 1.7 1.8 1.6 1.5 1.4 1.3 1.3 1.3 1.4 1.5 1.6 1.6 1.6 1.6 1.5 1.7 1.7 1.7 1.6 1.5 1.3 1.3 1.4 1.5 1.5 1.4 1.5 1.4 1.6 1.7 1.6 1.6 1.5 1.4 1.3 1.3 1.3 1.2 1.2 1.1 1.6 1.6 1.5 1.4 1.3 1.2 1.1 1.1 1.0 0.9 1.4 1.4 1.5 1.4 1.0 0.9 0.9 0.8 0.7 1.2 1.3 1.4 1.4 0.8 0.7 0.7 0.6 1.0 1.1 1.3 1.3 0.8 0.7 0.6 0.5 0.9 1.0 1.2 1.3 0.8 0.7 0.7 0.6 0.8 0.9 1.1 1.2 0.9 0.9 0.8 0.7 0.8 1.0 1.1 1.2 1.2 1.2 1.1 1.0 0.9 0.9 1.1 1.2 1.3 1.4 1.4 1.4 1.4 1.3 1.2 1.1 1.3 1.4 1.6 1.6 1.5 1.3 1.5 1.6 1.6 1.5 1.5 1.4 1.4 1.5 1.6 1.8 1.7 1.6 1.4 1.4 1.4 1.5 1.6 1.7 1.6 1.7 1.7 1.7 1.8 1.8 1.9 1.8 1.6 1.5 1.4 1.4 1.5 1.5 1.5 1.6 1.7 1.7 1.8 1.9 1.9 1.9 1.9 1.9 1.8 1.6 1.5 1.4 1.3 1.2 1.2 1.2 1.2 1.2 1.3 1.4 1.5 1.5 1.5 1.5 1.6 1.6 1.8 1.9 1.7 2.0 2.0 1.9 1.8 1.8 1.7 1.5 1.5 1.4 1.3 1.3 1.4 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.4 1.5 1.6 1.7 1.7 1.6 1.3 1.8 1.9 1.9 1.8 1.7 1.5 1.4 1.3 1.2 1.1 1.2 1.3 1.4 1.4 1.4 1.3 1.2 1.1 1.1 1.1 1.2 1.4 1.5 1.6 1.5 1.4 1.2 1.3 1.7 1.8 1.8 1.7 1.5 1.4 1.2 1.0 1.0 1.0 1.1 1.3 1.4 1.6 1.4 1.3 1.1 0.9 0.9 0.9 1.1 1.2 1.4 1.5 1.4 1.2 1.2 1.4 1.6 1.7 1.6 1.4 1.2 1.0 0.9 0.8 0.8 1.0 1.1 0.8 0.9 1.0 1.2 1.3 1.3 1.1 1.3 1.4 1.5 1.4 1.2 1.0 0.9 0.7 0.6 0.8 0.9 1.3 1.4 1.2 1.0 0.9 0.7 1.1 1.0 0.8 0.7 0.7 62 + 0 0 63 + 0 0 64 + 0 0 65+ 0 0 66+ 0 0 67+00 68+00 69+00 70+0 0 71+ 0 0 72 + 0 0 73 + 0 0 9+ 7 1 10 + 0 0 1 INCH = 50 FEET 50 25 50 SCALE 0 SW RIV E R T E R R A C E B L V D SW P E R T H R D MATCH LINE - SEE SHEET IL-3 SW 1 6 5 T H A V E SW 1 6 9 T H A V E SW 1 6 8 T H A V E SW YARRA LN SW RIVERDELL LN SW CHETCO CT SW N O O S A C T 1. SEE SHEET IL-1 FOR ILLUMINAION LEGEND, NOTES AND DETAILS. NOTES: 2. SEE P.G.E. PLAN FOR CONDUIT PLAN NOT SHOWN IL-6 SW R O Y R O G E R S R D . ( C . R . N O . 3 1 5 0 ) SW R I V E R T E R R A C E B L V D SW PERTH ROAD SW 1 6 5 T H A V E N U E KEY MAP H: \ 2 3 \ 2 3 5 7 3 - S o u t h R i v e r T e r r a c e D e v e l o p m e n t \ d e s i g n \ _ C D \ 2 3 5 7 3 - p h 2 I l l u m i n a t i o n p l a n s _ v 2 . d w g - S H E E T : IL - 6 Fe b . 2 , 2 2 - 1: 0 9 P M jh e n r i k s e n ELEVATION DATUM: NGVD 29 REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION WES CONSTRUCTION 395-103 2/02/2022DATE: NO. TYPE: SOUTH RIVER TERRACE PHASE 2 EXPIRES: 06/30/22 . Y 65552PE OREGON N D D WA E E UJL SIERG E RETE 1 RS 9 , BRA 020 GUO ISEENIGR OPREFSO LAN C H PHOTOMETRIC DIAGRAM MATCH LINE - SEE SHEET IL-3 EX LP EX LP SW RIVERDELL LN SW YARRA LN SW 1 6 9 T H A V E LP 36 LP 38 LP 37 LP 35 LP 34 LP 33LP 21 LP 22 LP 25 LP 24 LP 13 LP 14 LP 15 LP 16 LP 17 LP 18 LP 19 LP 32 LP 31 LP 30 LP 67LP 29LP 27 LP 28 LP 66 LP 69 LP 68 LP 61 LP 62 LP 63 LP 64 LP 65 LP 12 LP 11 LP 10 LP 9 LP 71 LP 70 LP 72 LP 75 LP 26 LP 20 LP 23 LP 73 LP 74 LP 76 LP 77 LP 78 I - GENERAL 1.0 STANDARDS AND DEFINITIONS 1.1 STANDARDS - All standards refer to latest edition unless otherwise noted. 1.1.1 ASTM A-761 "Corrugated Steel Structural Plate, Zinc Coated for Field-Bolted Pipe, Pipe-Arches and Arches" (AASHTO Designation M-167). 1.1.2 AASHTO LRFD Specification for Highway Bridges - Section 12. 1.1.3 AASHTO LRFD Specification for Highway Bridges - Section 26. 1.2 DEFINITIONS 1.2.1 Owner - In these specifications the word "Owner" shall mean Taylor Morrison Homes. 1.2.2 Engineer - In these specifications the word "Engineer" shall mean the Engineer of Record or Owner's designated engineering representative. 1.2.3 Manufacturer - In these specifications the word "Manufacturer" shall mean CONTECH Engineered Solutions, LLC 800-338-1122 Matthew Houser, Bridge Consultant. 1.2.4 Contractor - In these specifications the word "Contractor" shall mean the firm or corporation undertaking the execution of any installation work under the terms of these specifications. 1.2.5 Approved - In these specifications the word "approved" shall refer to the approval of the Engineer or his designated representative. 1.2.6 As Directed - In these specifications the words "as directed" shall refer to the directions to the Contractor from the Owner or his designated representative. 2.0 GENERAL CONDITIONS 2.1 The Contractor shall furnish all labor, material and equipment and perform all work and services except those set out and furnished by the Owner, necessary to complete in a satisfactory manner the site preparation, excavation, filling, compaction, grading as shown on the plans and as described therein. This work shall consist of all mobilization clearing and grading, grubbing, stripping, removal of existing material unless otherwise stated, preparation of the land to be filled, filling of the land, spreading and compaction of the fill, and all subsidiary work necessary to complete the grading of the cut and fill areas to conform with the lines, grades, slopes, and specifications. This work is to be accomplished under the observation of the Owner or his designated representative. 2.2 Prior to bidding the work, the Contractor shall examine, investigate and inspect the construction site as to the nature and location of the work, and the general and local conditions at the construction site, including without limitation, the character of surface or subsurface conditions and obstacles to be encountered on and around the construction site and shall make such additional investigation as he may deem necessary for the planning and proper execution of the work. If conditions other than those indicated are discovered by the Contractor, the Owner shall be notified immediately. The material which the Contractor believes to be a changed condition shall not be disturbed so that the owner can investigate the condition. 2.3 The construction shall be performed under the direction of the Engineer. 2.4 The structure design including foundations only, shall be performed by the Engineer. Any installation guidance provided herein shall be endorsed by the Engineer or superceded by the Engineer's plans and specifications. II - CONTECH BRIDGECOR ARCH 1.0 GENERAL 1.1 Manufacturer shall design and fabricate the Arch as shown on the plans. Fabrication shall conform to the requirements of ASTM A-761 and shall consist of plates, fasteners, and appurtenant items. Plate thickness, end treatment and type of invert and foundation shall be as indicated on the plans. All manufacturing processes including corrugating, punching, curving and required galvanizing shall be performed within the United States of America. 1.2 The contractor shall verify all field dimensions and conditions prior to ordering materials. 2.0 DIMENSIONS 2.1 The proposed structure shall be a CONTECH BRIDGECOR with the following dimensions: SW RIVER TERRACE BOULEVARD (as designed by CONTECH) Span:45'-0"Rise:10'-2" Gage: By Contech 2.2 All plan dimensions on the contract drawings are measured in a true horizontal plan unless otherwise noted. 3.0 ASSEMBLY AND INSTALLATION 3.1 Bolts and nuts shall conform to the requirements of ASTM A-449. The CONTECH BRIDGECOR Arch shall be assembled in accordance with the plate layout drawings provided by the manufacturer and per the manufacturer's recommendations. Bolts shall be tightened using an applied torque of between 100 and 300 ft.-lbs. 3.2 The arches shall be installed in accordance with the plans and specifications, the manufacturer's recommendations, and AASHTO LRFD Specification for Highway Bridges - Section 26. 3.3 Trench excavation shall be made in embankment material that is structurally adequate. The trench width shall be shown on the plans. Poor quality in situ embankment material must be removed and replaced with suitable backfill as directed by the Engineer. 3.4 Bedding preparation is critical to both structure performance and service life. The bed should be constructed to uniform line and grade to avoid distortions that may create undesirable stresses in the structure and/or rapid deterioration of the roadway. The bed should be free of rock formations, protruding stones, frozen lumps, roots, and other foreign matter that may cause unequal settlement. 3.5 Adequate soil bearing capacity or strength shall be provided to the Engineer. Foundation details shall be provided by the Engineer. 3.6 The structure shall be assembled in accordance with the Manufacturer's instructions. All plates shall be unloading and handled with reasonable care. Plates shall not be rolled or dragged over gravel rock and shall be prevented from striking rock or other hard objects during placement in trench or on bedding. The structure shall be assembled in the footing starting at the upstream end. Circumferential seams shall be installed with the plate laps shingled downstream as viewed from the inside of the structure. The structure shall be backfilled using clean well graded granular material that meets the requirements of AASHTO M-145 for soil classifications A-1, A-2-4, A-2-5 or A-3 Backfill must be placed symmetrically on each side of the structure in 6 to 8 inch loose lifts. Each lift shall be compacted to a minimum of 90 percent density per AASHTO T-180 3.7 Construction loads that exceed highway load limits are not allowed to cross the structure without approval from the Engineer. Normal highway traffic is not allowed to cross the structure until the structure has been backfilled and paved. If the road is unpaved, cover allowance to accommodate rutting shall be as directed by the Engineer. 3.8 CONTECH shall provide backfill design and inspection during construction GROUP CLASSIFICATION A-1-a A-1-b A-2-4 A-2-5 A-3* Sieve Analysis Percent Passing No. 10 (2.000 mm)50 max.---------------- No. 40 (0.425 mm)30 max.50 max.--------51 max. No. 100 (0.150 mm)--------50 max.50 max.---- No. 200 (0.075 mm)15 max.25 max.20 max.20 max.10 max. Atterberg Limits for Fraction Passing No., 40 (0.425 mm) Liquid Limits --------40 max.41 max.---- Plasticity Index 6 max.6 max.10 max.10 max. Non Plastic Usual Materials Stone Fragment, Gravel and Sand Silty or Clayey Gravel and Sand Sand NOTE: Atterberg Limits are modified to provide material that are primarily granular * Fine beach sands, windblown sands, stream deposited sands, etc., exhibiting fine, rounded particles excluded. GENERAL REQUIREMENTS ·THE STRUCTURAL NOTES SUPPLEMENT THE PLANS AND SPECIFICATIONS. ANY DISCREPANCY FOUND BETWEEN THE DRAWINGS, NOTES, SITE CONDITIONS, AND CIVIL PLANS SHALL BE REPORTED TO THE ENGINEER WHO SHALL CORRECT THE DISCREPANCY IN WRITING. ANY WORK COMPLETED AFTER DISCOVERY OF THE DISCREPANCY AND BEFORE CONTACTING THE ENGINEER SHALL BE DONE AT THE CONTRACTOR'S RISK. REFER TO CIVIL PLANS FOR OPENINGS, ARCHITECTURAL TREATMENTS, AND DIMENSIONS NOT SHOWN. ·THE CONTRACTOR SHALL PROVIDE BRACING AND SUPPORT REQUIRED FOR TEMPORARY CONSTRUCTION LOADS AND FOR STRUCTURAL COMPONENTS AS REQUIRED DURING ERECTION. BACKFILL BEHIND STRUCTURES SHALL NOT BE PLACED UNTIL THE STRUCTURES ARE PROPERLY SUPPORTED. ·THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF ALL WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF THE EXCAVATION, SHORING, AND OTHER WORK WITH ALL UTILITIES AND ADJACENT PROPERTIES. CALL THE UTILITY LOCATE SERVICE PRIOR TO ANY WORK AT (800) 332-2344 DESIGN LOADS LIVE LOADS HL93 VEHICLE LOADING EARTHQUAKE DESIGN DATA (BASED ON ASCE7-10 EQUIVALENT FORCE METHOD) SEISMIC IMPORTANCE FACTOR I = 1.0 SEISMIC SITE CLASS D GEOTECHNICAL INFORMATION ·EARTHWORK AND FOUNDATIONS ARE TO BE CONSISTENT WITH THE GEOTECHNICAL ENGINEERING RECOMMENDATIONS, AS FOUND IN REPORT OF GEOTECHINCAL ENGINEERING SERVICES BY GEODESIGN, INC. ANY FUTURE AMENDMENTS REFERENCING THIS REPORT SHALL GOVERN OVER THE ORIGINAL ABOVE REFERENCED MEMORANDUM. · ·CONVENTIONAL FOUNDATIONS HAVE BEEN DESIGNED WITH THE FOLLOWING PARAMETERS: ALLOWABLE BEARING PRESSURE 3,000 PSF ACTIVE EARTH PRESSURE (YIELDING)35 PSF/FT ACTIVE EARTH PRESSURE (AT-REST)55 PSF/FT PASSIVE EARTH PRESSURE 180 PSF/FT COEFFICIENT OF FRICTION 0.45 (WITH 3" BASE OF CRUSHED ROCK BETWEEN NATIVE SOIL AND FOUNDATION) SOIL SITE CLASS D SHOP DRAWING SUBMITTAL PROCESS ·SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD FOR APPROVAL PRIOR TO FABRICATION. IF SHOP DRAWINGS DIFFER FROM THE APPROVED DESIGN DRAWINGS, NEW DESIGN DRAWINGS BEARING THE SEAL AND SIGNATURE OF A LICENSED STATE OF OREGON ENGINEER COMPETENT IN STRUCTURAL DESIGN SHALL BE SUBMITTED ALONG WITH THE SHOP DRAWINGS TO THE APPROPRIATE JURISDICTION FOR APPROVAL PRIOR TO FABRICATION ·SHOP DRAWINGS ARE REQUIRED FOR THE ARCH PLATE STRUCTURES ·CALCULATIONS BEARING THE SEAL AND SIGNATURE OF A LICENSED STATE OF OREGON ENGINEER COMPETENT IN STRUCTURAL DESIGN SHALL BE SUBMITTED ALONG WITH THE SHOP DRAWINGS FOR ARCH PLATE STRUCTURES INSPECTIONS AND SPECIAL INSPECTIONS ·THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE ALL INSPECTIONS REQUIRED BY THE LOCAL BUILDING DEPARTMENT SITE CONSTRUCTION ·ALL SITE CONSTRUCTION SHALL BE CONSISTENT WITH THE GEOTECHNICAL ENGINEERING RECOMMENDATIONS AS NOTED IN THE GEOTECHNICAL ENGINEERING REPORT AND IN SUBSEQUENT DIRECTIVES EXCAVATION SUPPORT AND PROTECTION ·EXCAVATION FOR FOUNDATIONS SHALL BE PER PLAN DOWN TO UNDISTURBED NATIVE MATERIAL PER THE GEOTECHNICAL ENGINEERING RECOMMENDATIONS. OVER-EXCAVATED AREAS SHALL BE BACKFILLED WITH LEAN CONCRETE OR PER GEOTECHNICAL RECOMMENDATIONS AT THE CONTRACTOR'S EXPENSE ·EXCAVATION SLOPES SHALL BE SAFE AND SHALL NOTE BE GREATER THAN THE LIMITS SPECIFIED BY LOCAL, STATE, AND NATIONAL SAFETY REGULATIONS ·INSTALLATION OF CONSTRUCTION SHORING, IF REQUIRED, SHALL BE PER THE SHORING DRAWINGS, NOTES, AND SPECIFICATIONS BACKFILL AND COMPACTION ·BACKFILL SHALL NOT BE PLACED UNTIL THE REMOVAL OF FORMWORK AND OF ANY DEBRIS. BACKFILL BEHIND ALL STRUCTURES SHALL NOT BE PLACED UNTIL THE STRUCTURES ARE PROPERLY SUPPORTED. ALL BACKFILL MATERIAL AND PLACEMENT PROCEDURES SHALL BE CONSISTENT WITH THE GEOTECHNICAL ENGINEER'S RECOMMENDATIONS CONCRETE ·CONCRETE CONSTRUCTION SHALL CONFORM TO THE ACI 318-14 STANDARD ·CEMENT AND CONCRETE SHALL CONFORM TO IBC SECTION 1903. ADMIXTURES SHALL BE APPROVED BY THE ENGINEER OF RECORD AND SHALL COMPLY WITH ACI 318-11 SECTION 3.6. CONCRETE EXPOSED TO FREEZING AND THAWING SHALL HAVE AN AIR ENTRAINING ADMIXTURE CONFORMING TO IBC SECTION 1904.2. THE USE OF WATER SOLUBLE CHLORIDE ION SHALL NOT BE USED. ·CONCRETE MIX DESIGNS SHALL MEET THE FOLLOWING REQUIREMENTS: 28-DAY MAX. W/C MAX. SLUMP AIR ENTR.SPECIAL INSP. LOCATION/ STRENGTH (PSI)RATIO (INCHES)(PERCENT)REQUIRED?APPLICATION 3500 0.45 4 +/- 1 5 +/- 1 YES FOOTING, FOUNDATION RESHORING, WHERE REQUIRED, SHALL CONFORM TO ACI 301 SECTION 4.6. SUBMIT PROPOSED RESHORING PLANS TO THE ENGINEER OF RECORD FOR REVIEW. ·CHAMFER ALL EXPOSED CORNERS PER THE PLANS OR 34 INCH IF NOT SPECIFIED ·MAXIMUM AGGREGATE SIZE SHALL BE 34" REINFORCING STEEL ·REINFORCING STEEL DETAILING, FABRICATION, AND PLACEMENT SHALL BE PER ACI 318-11. ·#3 BARS SHALL BE ASTM A615 DEFORMED BARS, MINIMUM GRADE 40 ·#4 BARS AND LARGER SHALL BE ASTM A615 DEFORMED BARS, MINIMUM GRADE 60 ·ALL #3 BARS SHALL HAVE CLASS B SPLICES A MINIMUM 21" IN LENGTH, U.N.O. ·ALL #4 BARS SHALL HAVE CLASS B SPLICES A MINIMUM 28" IN LENGTH, U.N.O. ·ALL #5 BARS SHALL HAVE CLASS B SPLICES A MINIMUM 35" IN LENGTH, U.N.O. ·ALL #6 BARS SHALL HAVE CLASS B SPLICES A MINIMUM 42" IN LENGTH, U.N.O. ·REINFORCING STEEL COVER SHALL BE AS FOLLOWS: CAST AGAINST EARTH: 3" FORMED SURFACE EXPOSED TO EARTH OR WEATHER:1 1/2" CONCRETE NOT EXPOSED TO EARTH OR WEATHER:1" FOUNDATION PLAN DRAWING TITLE SHEET NUMBER JOB NO. 2512 DATE: 04-28-2020 04-28-2020 S0.0 14 7 1 8 N W D E L I A S T . ☼ PO R T L A N D , O R E G O N 9 7 2 2 9 OF F I C E : 9 7 1 . 6 4 5 . 0 9 0 1 ☼ MO B I L E : 9 7 1 . 6 4 5 . 0 9 0 1 ☼ ☼ DE N N I S @ V I S T A S T R U C T U R A L . C O M ☼ VI S T A S T R U C T U R A L . C O M 21 CL I E N T : PO L Y G O N N W C O M P A N Y JO B T I T L E : SO U T H R I V E R T E R R A C E P H A S E 2 JU R I S D I C T I O N : TI G A R D , O R E G O N ENGINEER: DMH CHECKED BY:DMH DRAWN BY:JTS CULVERT CROSSING SOUTH RIVER TERRACE PHASE 2 1"=20'-0" 1 S0.1 CULVERT CROSSINGSW RIVER TERRACE BOULEVARD N.T.S. 3 S0.1 45'-0" (VERIFY DIMENSION WITH CIVIL PLANS BEFORE CONSTRUCTION) *S E E C I V I L P L A N S F O R CU L V E R T O P E N I N G L E N G T H 2 S0.1 EDGE OF CONTINUOUS FOOTING CULVERT ARCH SECTION 1/4"= 1'-0" 2 S0.1 2 S0.1 EDGE OF CONTINUOUS FOOTING CULVERT OPENING CULVERT OPENING NOTE: IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL DIMENSIONS BETWEEN STRUCTURAL, CIVIL, AND CONTECH PLANS. ANY DISCREPANCY FOUND BETWEEN THESE DRAWINGS SHALL BE REPORTED TO THE ENGINEER WHO SHALL CORRECT THE DISCREPANCY IN WRITING. ANY WORK COMPLETED AFTER DISCOVERY OF THE DISCREPANCY AND BEFORE CONTACTING THE ENGINEER SHALL BE DONE AT THE CONTRACTOR'S RISK. 4 S0.1 TYP. @ CULVERT FOOTING 4 S0.1 TYP. @ CULVERT FOOTING ℄ ROAD SURFACE (ELEV. PER CIVIL) CIVIL PLAN VIEW; FOR FOOTING LOCATIONS AND DIMENSIONS. CONTRACTOR SHALL FIELD VERIFY DIMENSIONS BEFORE CONSTRUCTION 3 S0.1 *H E I G H T V A R I E S A S F O U N D A T I O N ST E P S . R E F E R T O C I V I L P L A N S FO R P R E C I S E D I M E N S I O N S APPROXIMATE (E) SOIL GRADE. SEE CIVIL PLAN FOR MORE INFORMATION ANCHOR HOOK BOLTS PER DESIGN BY CONTECH ENGINEERED SOLUTIONS CONTECH BRIDGECOR CULVERT, DESIGNED BY CONTECH 4 S0.1 4 S0.1 45'-0" (SPAN FROM INSIDE OF ARCH TO INSIDE OF ARCH - CONSTRUCT AND DIMENSION FOOTINGS ACCORDINGLY; DIMENSION TO BE VERIFIED WITH CIVIL PLANS - CONSULT WITH ENGINEER BEFORE CONSTRUCTION IF DIMENSIONS VARY) APPROXIMATE (E) SOIL GRADE. SEE CIVIL PLAN FOR MORE INFORMATION BACKFILL PER RECOMMENDATIONS BY GEODESIGN, INC 5' - 6 " NOTE: EXACT LOCATION OF CULVERT PER CIVIL PLANS BY PACIFIC COMMUNITY DESIGN. LOCK + LOAD WALL AT CULVERT OPENING, BY OTHERS LOCK + LOAD WALL AT CULVERT OPENING, BY OTHERS ELEVATION AT GRADE ABOVE CULVERT PER CIVIL PLANS BY PACIFIC COMMUNITY DESIGN 11'-6" 11'-6" 10"10" TERMINATE FOOTING A MINIMUM OF 6" BEYOND END OF CULVERT ARCH (TYP.) 10" WIDE x 4" DEEP SLOT IN TOP OF FOOTING, PER DETAIL 4/S0.1 11'-6" CULVERT FOOTING DETAIL 3/4"= 1'-0" 4 S0.1 ARCH BACKFILL PER RECOMMENDATIONS BY GEODESIGN, INC. LEAN, NON-SHRINK, NON-METALLIC GROUT 5'-4" 1' - 8 " 11'-6" 4" 10" 5'-4" #5 CONTINUOUS BARS @ 8 12" O.C. LONGITUDINAL (16 BARS) #5 BARS @ 4" O.C. OR #6 BARS @ 6" O.C. (TRANSVERSE) MIN. 3" CLEARANCE (TYP.) CONSULT WITH CONTECH FOR THIS DIMENSION 3" OF CRUSHED ROCK FOOTING BASE PER GEODESIGN, INC. GEOTECHNICAL MEMO ℄ 5" FIRM, UNDISTURBED NATIVE SOIL 8 1/2" (TYP.) FOUNDATION PLAN DRAWING TITLE SHEET NUMBER JOB NO. 2512 DATE: 04-28-2020 04-28-2020 S0.1 14 7 1 8 N W D E L I A S T . ☼ PO R T L A N D , O R E G O N 9 7 2 2 9 OF F I C E : 9 7 1 . 6 4 5 . 0 9 0 1 ☼ MO B I L E : 9 7 1 . 6 4 5 . 0 9 0 1 ☼ ☼ DE N N I S @ V I S T A S T R U C T U R A L . C O M ☼ VI S T A S T R U C T U R A L . C O M 21 CL I E N T : PO L Y G O N N W C O M P A N Y JO B T I T L E : SO U T H R I V E R T E R R A C E P H A S E 2 JU R I S D I C T I O N : TI G A R D , O R E G O N ENGINEER: DMH CHECKED BY:DMH DRAWN BY:JTS PGE577 PG E644 PG E644 PG E 644PG E644 PG E644 PGE 644PGE644 PG E1730 PG E1730 PG E1730 PG E1730 PG E1730 PG E1730 PG E1730 PG E1730 PG E1730 PG E1730 PG E1730 PG E1730 PGE1730 PGE1730 PGE1730 PGE1730 PGE1730PGE1730 PGE1730PGE1730PGE1730 T PGE1730 T PGE1730 TPGE644 PGE233 PGE233 PG E1730 PGE233 PGE233 T PGE1730 T W W W W WWWWWWW W W W W W W W W WWWW W W W W W W W W W W W W W W W W W W WWWWW W W WWWWWW X X X X X X X X X X X X X X X X X X X 625'=16B 1278'=32C 587'=15D 1223'=31F 1257'=32E ZO N E R - 1 2 ZO N E R - 7 ZO N E R - 1 2 ZO N E R - 7 IRR. SLEEVE IR R . S L E E V E IR R . S L E E V E IRR. SLEEVE IRR. SLEEVE IR R . S L E E V E IR R . S L E E V E IR R . S L E E V E IR R . S L E E V E IR R . S L E E V E IRR. SLEEVE IRR. SLEEVE IR R . S L E E V E IR R . S L E E V E PH A S E I PH A S E I I PH A S E I PH A S E I I PH A S E I PH A S E I I 6338 6336 6335 6334 6333 6331 6330 6329 6328 6327 63256347 6346 6343 6342 6341 6340 6339 6337 6217 6218 6219 6220 6221 6223 6224 6225 6226 6239 6240 6241 6242 6230 6231 6232 6233 6234 6235 6236 6313 6314 6315 6316 6317 6318 6319 6320 6321 6322 6105 6106 6107 6108 6109 6110 6112 6113 6114 6115 6116 6123 6124 6125 6126 6128 6129 6130 61336134613561366137613861396140614161186119612061216122 63546367636663536352635163506365636463496363 6092 6093 6094 6369 6370 6371 6372 6096 6097 6098 6373 6099 6100 6101 6345 6228 6227 6243 6117 6238 6095 SW E V E R T O N S T R E E T SW 165TH AVENUE SW R U B I C O N L A N E VEGETATED CORRIDOR MITIGATION AREA SEE PHASE I SHEET L3.01 & CIVIL DRAWINGS FOR ADDITIONAL INFORMATION 118 5,315 SF 119 5,291 SF 139 7,350 SF122 7,291 SF 121 5,250 SF 120 6,317 SF 116 7,064 SF 117 5,339 SF 112 7,350 SF 152 6,772 SF 146 6,258 SF 147 5,250 SF 148 6,300 SF 149 5,250 SF 150 5,250 SF 151 6,300 SF 131 5,250 SF 159 6,258 SF 136 6,783 SF 134 5,250 SF 132 6,300 SF 133 5,250 SF 154 6,300 SF 153 6,783 SF 158 5,250 SF 157 6,300 SF 156 5,250 SF 130 6,258 SF 135 6,300 SF 155 5,250 SF 127 6,300 SF 126 5,250 SF 125 5,250 SF 124 6,300 SF 123 6,783 SF 129 6,258 SF 128 5,250 SF 115 6,048 SF 114 5,250 SF 113 7,350 SF 110 8,103 SF 111 7,350 SF 137 9,128 SF 138 7,350 SF 140 7,350 SF SEE PHASE 1 STAND N-1 AREA: 6,398 SF CANOPY: 7,998 SF 141 6,269 SF SS STREET TREE LEGEND: NOTES: 1.SEE SHEET L2.05 FOR TREE CANOPY LEGEND & NOTES 2.SEE SHEET L2.06 FOR TREE CANOPY, SOIL VOLUMES - NOTES, DETAILS AND EXAMPLES. 3.PLANTERS UNDER STREET TREES UNLESS OTHERWISE NOTED ARE TO BE SEEDED WITH GRASS SEED SUPREME MIX (LAWN). SEE PLANT LEGEND AND GENERAL PLANTING SHEETS FOR ADDITIONAL INFORMATION. 4.A PERMANENT UNDERGROUND IRRIGATION SYSTEM WILL BE PROVIDED FOR ALL STREET TREE LAWN AREAS. 5.ALL STREET TREES ARE TO BE INSTALLED WITH A GEO TEXTILE ROOT CONTROL SYSTEM PER CITY OF TIGARD DETAIL 1 & 2 SHEET L2.05. 6.SEE CIVIL PLANS FOR TREE PRESERVATION & REMOVAL PLAN. LAWN- SEED WITH GRASS SEED SUPREME MIX SEE PLANT LEGEND FOR TYPE AND QUANTITY- SHEET L2.05 STREET TREE LEGEND: KATSURA TREE YELLOWWOOD GOLDENRAIN TREE JUNE SNOW DOGWOOD DOVE TREE FRONTIER ELM RED OAK AREA TO BE PLANTED PER RIVER TERRACE BOULEVARD LANDSCAPE DESIGN GUIDELINES. GREENSPIRE LINDEN TREE CANOPY ZONE LINE PHASE LINE L1.01 PHASE 2 & 3 TREE CANOPY PLANTING PLAN TREE CANOPY - PLANTING PLAN1 MA T C H L I N E S E E S H E E T - L 1 . 0 2 MATCHLINE SEE SHEET - L1.04 1 INCH 40 FEET 40 20 40 SCALE 0 SW ROY ROGERS RD. (C.R. NO. 3150) SW RIVER TERRACE BLVD SW P E R T H R O A D SW 165TH AVENUE KE Y M A P 1 2 34 N: \ p r o j \ 3 9 5 - 1 0 3 \ 0 9 D r a w i n g s \ 0 7 L a n d s c a p e \ S h e e t s \ P D M O D 2 0 2 2 \ P h 2 \ 3 9 5 1 0 3 . ( L 1 ) S T R E E T T R E E - P H 2 - P D M O D . d w g - S H E E T : L 1 . 0 1 J a n 1 3 , 2 0 2 2 - 3 : 3 7 p m m i c h e l l e . h u n d l e y TC TI E11/08/02 HCSDCRAEPA AL N EREREGIS OREGON T 513 D REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KMK CONSTRUCTION 395-103 01/14/20221ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 2 PGE1730 PGE1730 PGE1730 PGE1730 PGE1730 PGE1730 PGE 644 PGE 644 PGE 577 PG E1730 PGE1730 PGE644 PG E 577 PGE577 PGE 644 PGE 5106 PGE1730 PGE1730 PGE1730 PGE1730 PGE1730 PGE1730 PG E644 PGE1730 PGE1730 PGE1730 PGE644 PGE1730 PGE1730 PGE1730 PGE1730 PGE1730 PGE1730 PGE1730 PGE644 WWWW W W W W WWWW W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W SD SS1223'=31F 482'=12G 751'=19G 335'=8P IRR. SLEEVE IR R . S L E E V E IR R . S L E E V E IR R . S L E E V E IRR . S L E E V E IRR . S L E E V E IRR . S L E E V E IRR . S L E E V E IRR . S L E E V E IRR . S L E E V E IRR . S L E E V E IRR . S L E E V E 6000 6001 6002 6003 6004 6005 6166 6167 6168 6169 6170 6171 6172 6173 6174 6175 6176 6177 6192 6193 6194 6195 6196 6197 6198 6199 6200 6201 6202 6203 6204 6205 6206 6207 6208 6209 6210 6212 6213 6214 6215 6216 61336134 6368 6356635563546367 6357 6358 6099 6374 6375 637661006101 6377 6378 6379 6102 6103 6104 6359 6360 6361 6211 6293 6292 6142 6143 6144 6145 6146 6147 6148 PHASE II PHASE III SW R I V E R T E R R A C E B O U L E V A R D SW P E R T H R O A D SW N O O S A C O U R T SW C H E T C O C O U R T STAND MM-1 AREA: 20,366 SF CANOPY: 25,458 SF STAND HH-1 AREA: 8,187 SF CANOPY: 10,234 SF TREE BLVD-1 AREA: 707 SF CANOPY: 884 SF STAND BB-1 AREA: 30,051 SF CANOPY: 37,564 SF STAND NN-1 AREA: 114,613 SF CANOPY: 143,266 SF STAND P-1 AREA: 8,558 SF CANOPY: 10,698 SF STAND BLVD-6 AREA: 4,611 SF CANOPY: 5,764 SF STAND P-2 AREA: 1,413 SF CANOPY: 1,766 SF STAND NN-2 AREA: 1,409 SF CANOPY: 1,761 SF STAND BLVD-10 AREA: 1,295 SF CANOPY: 1,619 SF STAND BLVD-8 AREA: 1,198 SF CANOPY: 1,598 SF STAND BLVD-7 AREA: 1,781 SF CANOPY: 2,226 SF STAND AA-1 AREA: 3,479 SF CANOPY: 4,349 SF STAND BLVD-4 AREA: 3,700 SF CANOPY: 4,625 SF STAND BLVD-5 AREA: 4,814 SF CANOPY: 6,018 SF STAND BLVD-9 AREA: 992 SF CANOPY: 1,240 SF VEGETATED CORRIDOR MITIGATION AREA SEE PHASE I SHEET L3.01 & CIVIL DRAWINGS FOR ADDITIONAL INFORMATION VEGETATED CORRIDOR MITIGATION AREA SEE PHASE I SHEET L3.01 & CIVIL DRAWINGS FOR ADDITIONAL INFORMATION TRACT BB 32,671 SF 152 6,772 SF TRACT N 6,954 SF 146 6,258 SF 142 5,960 SF 147 5,250 SF 148 6,300 SF TRACT P 3,993 SF 149 5,250 SF 145 8,356 SF 150 5,250 SF 151 6,300 SF TRACT MM 43,179 SF TRACT HH 3,029 SF 225 7,454 SF 144 5,250 SF 143 5,300 SF 247 3,940 SF 242 3,136 SF 226 4,273 SF 227 4,278 SF TRACT AA 4,390 SF 189 233 232 3,281 SF 231 3,281 SF 230 3,281 SF 229 3,281 SF 228 3,231 SF 266 3,307 SF TRACT NN 105,061 SF 238 5,478 SF 239 3,136 SF 240 3,136 SF 241 3,136 SF 245 3,136 SF 244 3,136 SF 243 3,136 SF 246 4,003 SF 251 5,388 SF 250 3,148 SF 249 3,149 SF 248 3,150 SF 258 3,558 SF 253 3,669 SF 254 3,531 SF 252 3,420 SF 256 3,355 SF 255 3,370 SF 257 3,440 SF TRACT II 1,051 SF 260 3,159 SF 259 3,504 SF 262 5,619 SF 261 3,129 SF 263 2,800 SF 264 3,010 SF 265 3,307 SF STAND N-1 AREA: 6,398 SF CANOPY: 7,998 SF 188 6,691 SF 141 6,269 SF STREET TREE LEGEND: NOTES: 1.SEE SHEET L2.05 FOR TREE CANOPY LEGEND & NOTES 2.SEE SHEET L2.06 FOR TREE CANOPY, SOIL VOLUMES - NOTES, DETAILS AND EXAMPLES. 3.PLANTERS UNDER STREET TREES UNLESS OTHERWISE NOTED ARE TO BE SEEDED WITH GRASS SEED SUPREME MIX (LAWN). SEE PLANT LEGEND AND GENERAL PLANTING SHEETS FOR ADDITIONAL INFORMATION. 4.A PERMANENT UNDERGROUND IRRIGATION SYSTEM WILL BE PROVIDED FOR ALL STREET TREE LAWN AREAS. 5.ALL STREET TREES ARE TO BE INSTALLED WITH A GEO TEXTILE ROOT CONTROL SYSTEM PER CITY OF TIGARD DETAIL 1 & 2 SHEET L2.05. 6.SEE CIVIL PLANS FOR TREE PRESERVATION & REMOVAL PLAN. LAWN- SEED WITH GRASS SEED SUPREME MIX SEE PLANT LEGEND FOR TYPE AND QUANTITY- SHEET L2.05 STREET TREE LEGEND: KATSURA TREE YELLOWWOOD GOLDENRAIN TREE JUNE SNOW DOGWOOD DOVE TREE FRONTIER ELM RED OAK AREA TO BE PLANTED PER RIVER TERRACE BOULEVARD LANDSCAPE DESIGN GUIDELINES. GREENSPIRE LINDEN TREE CANOPY ZONE LINE PHASE LINE L1.02 PHASE 2 & 3 TREE CANOPY PLANTING PLAN TREE CANOPY - PLANTING PLAN1 MA T C H L I N E S E E S H E E T - L 1 . 0 1 MATCHLINE SEE SHEET - L1.03 1 INCH 40 FEET 40 20 40 SCALE 0 PROPOSED AND PRESERVED TREE STANDS TRACT N TRACT P TOTAL AREA TREE CANOPY AREA TOTAL AREA TREE CANOPY AREA PROPOSED 6,398 SF 7,998 SF 9,971 SF 12,464 SF TRACT MM TRACT HH TOTAL AREA TREE CANOPY AREA TOTAL AREA TREE CANOPY AREA PROPOSED 20,366 SF 25,458 SF 8,187 SF 10,234 SF TRACT NN TRACT BB TOTAL AREA TREE CANOPY AREA TOTAL AREA TREE CANOPY AREA PROPOSED 116,022 SF 145,028 SF 30,051 SF 37,564 SF 1 2 34 SW ROY ROGERS RD. (C.R. NO. 3150) SW RIVER TERRACE BLVD SW P E R T H R O A D SW 165TH AVENUE KE Y M A P N: \ p r o j \ 3 9 5 - 1 0 3 \ 0 9 D r a w i n g s \ 0 7 L a n d s c a p e \ S h e e t s \ P D M O D 2 0 2 2 \ P h 2 \ 3 9 5 1 0 3 . ( L 1 ) S T R E E T T R E E - P H 2 - P D M O D . d w g - S H E E T : L 1 . 0 2 J a n 1 3 , 2 0 2 2 - 3 : 3 8 p m m i c h e l l e . h u n d l e y TC TI E11/08/02 HCSDCRAEPA AL N EREREGIS OREGON T 513 D REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KMK CONSTRUCTION 395-103 01/14/20221ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 2 PGE577 PGE 577 PGE 644 PG E 644 PG E 644 PGE644 PGE644 PGE1730 PGE1730 PGE1730 PG E1730 PG E1730 PG E1730 PGE1730 PGE1730 PGE1730 PGE1730 PGE1730 PGE1730 PGE1730 PGE1730 PGE1730 W PGE644 PGE1730 PGE1730 PGE1730 PGE1730 PGE1730 PGE1730 PG E644 PGE1730PGE1730 PGE1730 PG E233 PG E 233 W W W W W W W WWWW W W W W WW W W W W W W W W W W W SD SD SD 854=21I 805'=20J 673'=17K 751'=19G ZON E R - 1 2 ZON E R - 7 ZO N E R - 1 2 ZO N E R - 7 IR R . S L E E V E IR R . S L E E V E IRR. SLEEVE IRR. SLEEVE IR R . S L E E V E IR R . S L E E V E IRR. SLEEVE IRR. SLEEVE IR R . S L E E V E IRR. SLEEVE 399'=10L 435=11 M 6008 6009 6149 6150 6151 6152 6153 6154 6155 6156 6157 6158 6159 6160 6162 6163 6164 6165 6166 6167 6168 6169 6170 6171 6172 6173 6174 6175 6176 6177 6178 6179 6180 6181 6183 6182 6184 6185 6186 6187 6188 6189 6190 6191 6305 63066307 6252 6251 6250 6249 6248 6273 627262716270 6269 62686267 6287 6286 6285 6284 6283 6281 6296 6297 6298 6299 6300 6301 6302 6303 6304 6311 6310 6309 6308 6254 6255 6256 6257 6274 62606261 6262 6263 6275 6277 6278 6279 6280 6356635563546367 6357 6358 6359 6161 6247 6246 6244 6245 6264 6265 6266 6253 6276 6282 6288 6289 6290 62956294 6293 6292 PHASE III PH A S E I I PH A S E I I I SW 169TH AVENUE SW 168TH AVENUE SW P E R T H R O A D SW R I V E R D E L L L A N E SW Y A R R A L A N E STAND EE-1 AREA: 52,315 SF CANOPY: 65,394 SF STAND EE-2 AREA: 8,797 SF CANOPY: 10,996 SF STAND X-1 AREA: 1,473 SF CANOPY: 1,841 SF STAND BLVD-6 AREA: 4,611 SF CANOPY: 5,764 SF STAND AA-1 AREA: 3,479 SF CANOPY: 4,349 SF STAND DD-1 AREA: 4,801 SF CANOPY: 6,001 SF STAND W-1 AREA: 27,849 SF CANOPY: 34,811 SF STAND T-1 AREA: 6,825 SF CANOPY: 8,531 SF STAND W-2 AREA: 12,782 SF CANOPY: 15,978 SF STAND BLVD-4 AREA: 3,700 SF CANOPY: 4,625 SF STAND BLVD-5 AREA: 4,814 SF CANOPY: 6,018 SF WATER QUALITY & DETENTION FACILITY SEE POND DRAWING SET AND CIVIL DRAWINGS FOR ADDITIONAL INFORMATION TRACT W 10,378 SF TRACT DD 1,917 SF TRACT EE 66,713 SF 225 7,454 SF TRACT X 1,428 SF 197 6,226 SF 198 6,306 SF 199 6,500 SF TRACT T 4,464 SF 204 6,864 SF 205 8,421 SF 196 6,136 SF 195 6,315 SF 194 6,318 SF 202 6,220 SF 200 6,754 SF 201 6,657 SF 203 6,867 SF 193 9,518 SF 186 7,089 SF 187 7,089 SF 185 7,023 SF 183 8,220 SF 184 5,646 SF 8,351 SF 226 4,273 SF 227 4,278 SF TRACT AA 4,390 SF 192 7,637 SF 189 10,629 SF 191 5,479 SF 211 3,473 SF 215 3,473 SF 214 3,040 SF 213 3,040 SF 212 3,040 SF 237 3,832 SF 236 3,281 SF 234 3,281 SF 233 3,281 SF 232 3,281 SF 231 3,281 SF 230 3,281 SF 229 3,281 SF 235 3,281 SF 206 3,473 SF 207 3,040 SF 208 3,040 SF 209 3,040 SF 210 3,473 SF 216 7,214 SF 217 3,086 SF 218 3,072 SF 219 3,072 SF 220 3,072 SF 223 3,072 SF 222 3,072 SF 224 3,534 SF 190 8,382 SF 221 3,072 SF TRACT U 6,705 SF 71756 71759 71757 188 6,691 SF STREET TREE LEGEND: NOTES: 1.SEE SHEET L2.05 FOR TREE CANOPY LEGEND & NOTES 2.SEE SHEET L2.06 FOR TREE CANOPY, SOIL VOLUMES - NOTES, DETAILS AND EXAMPLES. 3.PLANTERS UNDER STREET TREES UNLESS OTHERWISE NOTED ARE TO BE SEEDED WITH GRASS SEED SUPREME MIX (LAWN). SEE PLANT LEGEND AND GENERAL PLANTING SHEETS FOR ADDITIONAL INFORMATION. 4.A PERMANENT UNDERGROUND IRRIGATION SYSTEM WILL BE PROVIDED FOR ALL STREET TREE LAWN AREAS. 5.ALL STREET TREES ARE TO BE INSTALLED WITH A GEO TEXTILE ROOT CONTROL SYSTEM PER CITY OF TIGARD DETAIL 1 & 2 SHEET L2.05. 6.SEE CIVIL PLANS FOR TREE PRESERVATION & REMOVAL PLAN. LAWN- SEED WITH GRASS SEED SUPREME MIX SEE PLANT LEGEND FOR TYPE AND QUANTITY- SHEET L2.05 STREET TREE LEGEND: KATSURA TREE YELLOWWOOD GOLDENRAIN TREE JUNE SNOW DOGWOOD DOVE TREE FRONTIER ELM RED OAK AREA TO BE PLANTED PER RIVER TERRACE BOULEVARD LANDSCAPE DESIGN GUIDELINES. GREENSPIRE LINDEN TREE CANOPY ZONE LINE PHASE LINE L1.03 PHASE 2 & 3 TREE CANOPY PLANTING PLAN TREE CANOPY - PLANTING PLAN1 MA T C H L I N E S E E S H E E T - L 1 . 0 4 MATCHLINE SEE SHEET - L1.02 1 INCH 40 FEET 40 20 40 SCALE 0 PROPOSED AND PRESERVED TREE STANDS TRACT AA TOTAL AREA TREE CANOPY AREA PROPOSED 3,479 SF 4,349 SF TRACT T TOTAL AREA TREE CANOPY AREA PROPOSED 6,825 SF 8,531 SF TRACT W TOTAL AREA TREE CANOPY AREA PROPOSED 40,631 SF 50,789 SF TRACT EE TOTAL AREA TREE CANOPY AREA PROPOSED 61,112 SF 76,390 SF TRACT DD TOTAL AREA TREE CANOPY AREA PROPOSED 4,801 SF 6,001 SF TRACT X TOTAL AREA TREE CANOPY AREA PROPOSED 1,473 SF 1,841 SF SW ROY ROGERS RD. (C.R. NO. 3150) SW RIVER TERRACE BLVD SW P E R T H R O A D SW 165TH AVENUE KE Y M A P 1 2 34 N: \ p r o j \ 3 9 5 - 1 0 3 \ 0 9 D r a w i n g s \ 0 7 L a n d s c a p e \ S h e e t s \ P D M O D 2 0 2 2 \ P h 2 \ 3 9 5 1 0 3 . ( L 1 ) S T R E E T T R E E - P H 2 - P D M O D . d w g - S H E E T : L 1 . 0 3 J a n 1 3 , 2 0 2 2 - 3 : 3 8 p m m i c h e l l e . h u n d l e y TC TI E11/08/02 HCSDCRAEPA AL N EREREGIS OREGON T 513 D REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KMK CONSTRUCTION 395-103 01/14/20221ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 2 PG E 644 PG E644 PGE644 PG E644 PG E1730 PG E1730 PGE1730 PG E1730 PG E1730 PG E1730 PGE1730 PG E1730 PGE1730 PG E 1730 PG E1730 PGE1730 PGE1730 PGE1730 PGE1730 PGE1730 W WWWWWWWW W W W W W W W WW W W W W W W W W W W WWWWW W W WWWWWW SD X 930'=23O 1079'= 27 N IR R . S L E E V E IRR. SLEEVE IR R . S L E E V E IR R . S L E E V E IR R . S L E E V E IRR. SLEEVE IR R . S L E E V E IR R . S L E E V E IR R . S L E E V E PH A S E I PH A S E I I PH A S E I PH A S E I I PH A S E I PH A S E I I 60076042 6069 6068 6067 6066 6065 6064 6063 6062 6061 6060 6059605860576056605560546053 6052 6051 6050 6049 6048 6047 6045 6044 6043 6046 6091 6090 6089 6076 6073 6074 6075 6077 6080608160826083 6084 6085 6087 6088 63546367636663536352635163506365636463496363 6070 6071 6072 6079 6078 PHASE II PHASE III SW ALBANY TERRACE SW R U B I C O N L A N E SW E V E R T O N S T R E E T STAND S-1 AREA: 59,096 SF CANOPY: 73,870 SF STAND Q-1 AREA: 3,039 SF CANOPY: 3,799 SF STAND R-1 AREA: 2,332 SF CANOPY: 2,915 SF STAND W-1 AREA: 27,849 SF CANOPY: 34,811 SF AREA: 6,825 SF CANOPY: 8,531 SF STAND BLVD-4 AREA: 3,700 SF CANOPY: 4,625 SFSTAND BLVD-1 AREA: 4,711 SF CANOPY: 5,875 SF STAND BLVD-2 AREA: 2,028 SF CANOPY: 2,535 SF STAND BLVD-3 AREA: 3,736 SF CANOPY: 4,670 SF VEGETATED CORRIDOR MITIGATION AREA SEE PHASE I SHEET L3.01 & CIVIL DRAWINGS FOR ADDITIONAL INFORMATION WATER QUALITY FACILITY BY OTHERS 170 7,049 SF TRACT Q 3,044 SF TRACT S 59,275 SF TRACT W 10,378 SF 186 7,089 SF 177 6,249 SF 176 8,783 SF TRACT R 1,037 SF 175 5,537 SF 173 6,605 SF 187 7,089 SF171 7,201 SF 168 6,813 SF 174 5,702 SF 172 5,389 SF 185 7,023 SF 183 8,220 SF 184 5,646 SF 178 5,319 SF 179 6,528 SF 180 6,662 SF 181 5,417 SF 182 8,351 SF 167 6,717 SF 169 6,267 SF 160 6,063 SF 164 7,335 SF 163 6,217 SF 166 6,370 SF 162 6,210 SF 161 6,210 SF 165 7,354 SF 188 6,691 SF STREET TREE LEGEND: NOTES: 1.SEE SHEET L2.05 FOR TREE CANOPY LEGEND & NOTES 2.SEE SHEET L2.06 FOR TREE CANOPY, SOIL VOLUMES - NOTES, DETAILS AND EXAMPLES. 3.PLANTERS UNDER STREET TREES UNLESS OTHERWISE NOTED ARE TO BE SEEDED WITH GRASS SEED SUPREME MIX (LAWN). SEE PLANT LEGEND AND GENERAL PLANTING SHEETS FOR ADDITIONAL INFORMATION. 4.A PERMANENT UNDERGROUND IRRIGATION SYSTEM WILL BE PROVIDED FOR ALL STREET TREE LAWN AREAS. 5.ALL STREET TREES ARE TO BE INSTALLED WITH A GEO TEXTILE ROOT CONTROL SYSTEM PER CITY OF TIGARD DETAIL 1 & 2 SHEET L2.05. 6.SEE CIVIL PLANS FOR TREE PRESERVATION & REMOVAL PLAN. LAWN- SEED WITH GRASS SEED SUPREME MIX SEE PLANT LEGEND FOR TYPE AND QUANTITY- SHEET L2.05 STREET TREE LEGEND: KATSURA TREE YELLOWWOOD GOLDENRAIN TREE JUNE SNOW DOGWOOD DOVE TREE FRONTIER ELM RED OAK AREA TO BE PLANTED PER RIVER TERRACE BOULEVARD LANDSCAPE DESIGN GUIDELINES. GREENSPIRE LINDEN TREE CANOPY ZONE LINE PHASE LINE L1.04 PHASE 2 & 3 TREE CANOPY PLANTING PLAN SW ROY ROGERS RD. (C.R. NO. 3150) SW RIVER TERRACE BLVD SW P E R T H R O A D SW 165TH AVENUE KE Y M A P TREE CANOPY - PLANTING PLAN1 MATCHLINE SEE SHEET - L1.01 MA T C H L I N E S E E S H E E T - L 1 . 0 3 1 INCH 40 FEET 40 20 40 SCALE 0 PROPOSED AND PRESERVED TREE STANDS TRACT Q TOTAL AREA TREE CANOPY AREA PROPOSED 3,039 SF 3,799 SF TRACT R TOTAL AREA TREE CANOPY AREA PROPOSED 2,332 SF 2,915 SF TRACT S TOTAL AREA TREE CANOPY AREA PROPOSED 59,096 SF 73,870 SF 1 2 34 N: \ p r o j \ 3 9 5 - 1 0 3 \ 0 9 D r a w i n g s \ 0 7 L a n d s c a p e \ S h e e t s \ P D M O D 2 0 2 2 \ P h 2 \ 3 9 5 1 0 3 . ( L 1 ) S T R E E T T R E E - P H 2 - P D M O D . d w g - S H E E T : L 1 . 0 4 J a n 1 3 , 2 0 2 2 - 3 : 3 8 p m m i c h e l l e . h u n d l e y TC TI E11/08/02 HCSDCRAEPA AL N EREREGIS OREGON T 513 D REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KMK CONSTRUCTION 395-103 01/14/20221ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 2 NOTES: 1.PLANTERS UNDER STREET TREES TO BE SEEDED WITH GRASS SEED SUPREME MIX (LAWN). LAWN (SEEDED) PRO-TIME 309 (SUPREME MIX) GRASS SEED BY HOBBS AND HOPKINS, LTD. RATE: 8 LBS/1000 SQUARE FEET. 2.A PERMANENT UNDERGROUND IRRIGATION SYSTEM WILL BE PROVIDED FOR ALL STREET TREES & LAWN AREAS 3.ROOT BARRIERS SHALL BE INSTALLED ACCORDING TO MANUFACTURE'S SPECIFICATIONS WHEN A TREE IS PLANTED WITHIN 5 FEET OF ANY HARD SURFACE PAVING OR UTILITY BOX. SEE DETAILS 1 & 2 SHEET L1.06 4.ALL PLANTER STRIPS ARE AREAS OF POTENTIAL SOIL COMPACTION, LIMITING TREE GROWTH. IF SOIL CONDITION OCCURS BACKHOE TURNING SHOULD BE USED TO LOOSEN THE SOIL. 5.BACKHOE TURNING: REMOVE ANY LAYERS OF GOOD TOPSOIL. SPREAD 3-4" OF ORGANICS (HIGH-LIGNIN COMPOST) OR ESCS (EXPANDED SHALE/CALCINE CLAY) AMENDMENT OVER THE AREA, PRIOR TO TURNING THE SOIL. MAINTAIN A SAFE DISTANCE FROM PAVING, SIDEWALKS, AND STRUCTURES, USE BACKHOE TO TURN SOIL TO 36' DEPTH. BREAK SOIL INTO LARGE PEDS AND LOOSELY INCORPORATE THE SOIL AMENDMENT. MAINTAIN A SLOPE OF COMPACTED SOIL AT THE EDGE OF PAVING SO AS NOT TO UNDERMINE THE PAVING SUB-BASE. HAND TURNING MAY BE NECESSARY ALONG THE EDGE OF PAVING AND AT WALLS, DO NOT TILL TO A DEPTH GREATER THAN THE BOTTOM OF FOOTING. AFTER TURNING RE-SPRED TOPSOIL AND 3-5" OF YARD WASTE ORGANIC AMENDMENT OVER THE SURFACE AND LIGHTLY TILL TO BREAK THE SOIL TEXTURE SUITABLE TO FINE GRADE. GENERAL NOTES: LANDSCAPE PLAN 1.THE CONTRACTOR SHALL VERIFY WITH OWNER AND UTILITY COMPANIES THE LOCATIONS OF ALL UTILITIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL DETERMINE IN THE FIELD THE ACTUAL LOCATIONS AND ELEVATIONS OF ALL EXISTING UTILITIES WHETHER SHOWN ON THE PLANS OR NOT. THE CONTRACTOR SHALL CALL UTILITY PROTECTION SERVICE 72 HOURS PRIOR TO CONSTRUCTION. 2.THE CONTRACTOR SHALL EXAMINE FINISH SURFACE, GRADES, TOPSOIL QUALITY AND DEPTH. DO NOT START ANY WORK UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. VERIFY LIMITS OF WORK BEFORE STARTING. 3.CONTRACTOR TO REPORT ALL DAMAGES TO EXISTING CONDITIONS AND INCONSISTENCIES WITH PLANS TO ODR. 4.ALL PLANT MASSES TO BE CONTAINED WITHIN A BARK MULCH BED, UNLESS NOTED OTHERWISE. 5.BED EDGE TO BE NO LESS THAN 12" AND NO MORE THAN 18" FROM OUTER EDGE OF PLANT MATERIAL BRANCHING. WHERE GROUND-COVER OCCURS, PLANT TO LIMITS OF AREA AS SHOWN. 6.CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE IN ALL LANDSCAPE BEDS AND ALL LAWN AREAS. 7.CONTRACTOR TO FINE GRADE AND ROCK-HOUND ALL TURF AREAS PRIOR TO SEEDING, TO PROVIDE A SMOOTH AND CONTINUAL SURFACE, FREE OF IRREGULARITIES (BUMPS OR DEPRESSIONS) & EXTRANEOUS MATERIAL OR DEBRIS. 8.QUANTITIES SHOWN ARE INTENDED TO ASSIST CONTRACTOR IN EVALUATING THEIR OWN TAKE-OFFS AND ARE NOT GUARANTEED AS ACCURATE REPRESENTATIONS OF REQUIRED MATERIALS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR HIS BID QUANTITIES AS REQUIRED BY THE PLANS AND SPECIFICATIONS. IF THERE IS A DISCREPANCY BETWEEN THE NUMBER LABELED ON THE PLANT TAG AND THE QUANTITY OF GRAPHIC SYMBOLS SHOWN, THE GRAPHIC SYMBOL QUANTITY SHALL GOVERN 9.COORDINATE LANDSCAPE INSTALLATION WITH INSTALLATION OF UNDERGROUND SPRINKLER AND DRAINAGE SYSTEMS. 10.WITH THE EXCEPTION OF THOSE TREES INDICATED ON THE TREE REMOVAL PLAN, CONTRACTOR SHALL NOT REMOVE ANY TREES DURING CONSTRUCTION WITHOUT THE EXPRESS WRITTEN CONSENT OF THE ODR. EXISTING VEGETATION TO REMAIN SHALL BE PROTECTED AS DIRECTED BY THE ODR. 11.WHERE PROPOSED TREE LOCATIONS OCCUR UNDER EXISTING OVERHEAD UTILITIES OR CROWD EXISTING TREES, NOTIFY ODR TO ADJUST TREE LOCATIONS. 12.LANDSCAPE MAINTENANCE PERIOD BEGINS IMMEDIATELY AFTER THE COMPLETION OF ALL PLANTING OPERATIONS AND WRITTEN NOTIFICATION TO THE ODR. MAINTAIN TREES, SHRUBS, LAWNS AND OTHER PLANTS UNTIL FINAL ACCEPTANCE OR 90 DAYS AFTER NOTIFICATION AND ACCEPTANCE, WHICHEVER IS LONGER. 13.REMOVE EXISTING WEEDS FROM PROJECT SITE PRIOR TO THE ADDITION OF ORGANIC AMENDMENTS AND FERTILIZER. APPLY AMENDMENTS AND FERTILIZER PER THE RECOMMENDATIONS OF THE SOIL ANALYSIS FROM THE SITE. 14.BACK FILL MATERIAL FOR TREE AND SHRUB PLANTING SHALL CONTAIN: ONE PART FINE GRADE COMPOST TO ONE PART TOPSOIL BY VOLUME, BONE MEAL PER MANUFACTURE'S RECOMMENDATION, AND SLOW RELEASE FERTILIZER PER MANUFACTURER'S RECOMMENDATION. 15.GROUND COVERS AND PERENNIALS SHALL BE PLANTED WITH A MAXIMUM 2 INCH COVER OF BARK MULCH WITH NO FOLIAGE COVERED. 16.CONTRACTOR SHALL OBTAIN WRITTEN APPROVAL FOR ALL PLANT MATERIAL SUBSTITUTIONS FROM THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. PLANT SUBSTITUTIONS WITHOUT PRIOR WRITTEN APPROVAL THAT DO NOT COMPLY WITH THE DRAWINGS AND SPECIFICATIONS MAY BE REJECTED BY THE LANDSCAPE ARCHITECT AT NO COST TO THE OWNER. THESE ITEMS MAY BE REQUIRED TO BE REPLACED WITH PLANT MATERIALS THAT ARE IN COMPLIANCE WITH THE DRAWINGS. 17.ALL PLANT MATERIALS SHALL BE NURSERY GROWN WITH HEALTHY ROOT SYSTEMS AND FULL BRANCHING, DISEASE AND INSECT FREE AND WITHOUT DEFECTS SUCH AS SUN SCALD, ABRASIONS, INJURIES AND DISFIGUREMENT. 18.ALL PLANT MATERIAL SHALL BE INSTALLED AT THE SIZE AND QUANTITY SPECIFIED. THE LANDSCAPE ARCHITECT IS NOT RESPONSIBLE FOR SUB-STANDARD RESULTS CAUSED BY REDUCTION IN SIZE AND/OR QUANTITY OF PLANT MATERIALS. 1'- 0 " M i n . DE P T H - 2 " RO O T B A L L ROOTBALL 12" DIAMETER OF 30 " M I N . BACKFILL SOIL 3' UNDER FIRST LIMBS OR 5' HIGH. WHICH EVER IS LOWEST. TREE TIE (2) GLAV. STEEL WIRE; LOSE TO ALLOW 4" OFF MOVEMENT IN ALL DIRECTIONS FINISH GRADE CUT AND REMOVE TWINE BURLAP, AND WIRE BASKET FROM TOP AND SIDES OF ROOTBALL. 2"X2"X8' WOOD STAKES SET OUTSIDE ROOTBALL ON WINDWARD AXIS (REMOVE AFTER ONE YEAR) MULCH AS SPECIFIED. KEEP MULCH CLEAR OF TRUNK BASE. TREE STAKING L1.05 1 DEEPROOT GREEN INFRASTRUCTURE, LLC 101 MONTGOMERY STREET, SUITE 2850, SAN FRANCISCO, CA 94104 INFO@DEEPROOT.COM TEL: 415 781 9700 NOTE: 1.TIE BRIGHTLY COLORED P.V.C. RIBBON ON WIRE GUYS. (MIN. 1 PER GUY.) 2.IN LAWN AREAS CUT TREE CIRCLE AT 12' RADIUS FROM TRUNK. CURB GUTTER STREET PL A N T E R S T R I P WI D T H V A R I E S 6' 12' SIDEWALK MULCH TREE TRUNK TREE TIE STAKES DEEPROOT TREE ROOT BARRIER; UB24-2; INSTALL 2" BELOW CURB GRADE (BOTH SIDES) 12 LINEAR FEET MIN. FOR TREES WITHIN RIGHT OF WAY L1.05 2 2' TREE PLANTER AND BARRIER DETAIL STATEMENT: COMMON NAME / BOTANICAL NAME: SIZE AND DESCRIPTIONQTY.SYMBOL KATSURA TREE/ CERCIDIPHYLLUM JAPONICA: 1.5" CAL., B&B YELLOWWOOD / CLADRASTIS KENTUCKIA: 1.5" CAL., B&B GOLDENRAIN TREE / KOELREUTERIA PANICULATA: 1.5" CAL., B&B JUNE SNOW DOGWOOD / CORNUS CONTROVERSA 'JUNE SNOW': 1.5" CAL., B&B DOVE TREE / DAVIDIA INVOLUCRATA: 1.5" CAL., B&B 102 74 24 77 21 GROUNDCOVER I KRISTINA KOLTAVARY, ATTEST THAT THE TREE CANOPY SITE PLAN MEETS ALL OF THE REQUIREMENTS IN SECTION 10, PART 2 OF THE TIGARD URBAN FORESTRY MANUAL. KRISTINA KOLTAVARY REGISTERED LANDSCAPE ARCHITECT #513 ----------------------------------------------------------- STREET TREES BY STREET FRONTAGES FRONTAGE LENGTH / 40 = # REQUIRED STREET TREES 625' / 40 = 16 TREES 1278' / 40 = 32 TREES 587' / 40 = 15 TREES 1275' / 40 = 32 TREES 1223' / 40 = 31 TREES 482' / 40 = 12 TREES 854' / 40 = 21 TREES 805' / 40 = 20 TREES 673' / 40 = 17 TREES 399 / 40 = 10 TREES 435' / 40 = 11 TREES 1079' / 40 = 27 TREES 930' / 40 = 23 TREES 335 / 40 = 8 TREES TOTAL = 275 REQUIRED TREES STREET TREE PLANTING LEGEND LAWN (SEEDED) PRO-TIME 309 (SUPREME MIX) GRASS SEED BY HOBBS AND HOPKINS, LTD. RATE: 8 LBS/1000 SQUARE FEET. SYMBOL 190'=5 K STREET FRONTAGE IDENTIFIER FRONTAGE LENGTH REQUIRED STREET TREE QUANTITY LENGTH/40 FRONTIER ELM / ULMUS 'FRONTIER': 1.5" CAL., B&B GREENSPIRE LINDEN / TILIA CORDATA 'GREENSPIRE' : 1.5" CAL., B&B 6 11 RED OAK / QUERCUS RUBRA: 1.5" CAL., B&B13 AREA TO BE PLANTED PER - RIVER TERRACE BOULEVARD LANDSCAPE DESIGN GUIDELINES. SIZE AND DESCRIPTION: 328 TOTAL TREES 38,476 SF QTY. B C D E F G I J K L M N O P TREES L1.05 PHASE 2 & 3 TREE CANOPY PLANTING LEGEND & NOTES N: \ p r o j \ 3 9 5 - 1 0 3 \ 0 9 D r a w i n g s \ 0 7 L a n d s c a p e \ S h e e t s \ P D M O D 2 0 2 2 \ P h 2 \ 3 9 5 1 0 3 . ( L 1 ) S T R E E T T R E E - P H 2 - P D M O D . d w g - S H E E T : L 1 . 0 5 J a n 1 3 , 2 0 2 2 - 3 : 3 8 p m m i c h e l l e . h u n d l e y TC TI E11/08/02 HCSDCRAEPA AL N EREREGIS OREGON T 513 D REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KMK CONSTRUCTION 395-103 01/14/20221ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 2 STREET TREE WITH ROOT PATH L1.06 1 REMOVAL, STORING AND AMENDED SOILS FOR PLANTED AREAS: CONTRACTOR SHALL REMOVE ALL DEBRIS FROM PLANTER AREAS AND EXCAVATE TO A DEPTH OF 36 INCHES. SLOPE SLIDES OF EXCAVATIONS AT 1:1 SLOPE OR SHORE EDGES TO PREVENT UNDERMINING OF VEHICLE LOAD AREAS AND TO PROVIDE A SLOPED PROFILE TRANSITION BETWEEN SOIL TYPES AND STRUCTURAL FILL. DISPOSE OF DEBRIS AND SUBSOIL STOCKPILE EXCAVATED TOPSOIL IN APPROVED AREA OFF SITE. EXISTING AND IMPORTED TOPSOIL AMENDMENTS SHALL BE DETERMINED BY THE LANDSCAPE ARCHITECT AND APPROVED BY THE CITY ARBORIST. SOIL MIXING SHALL BE DONE IN DESIGNATED AREAS OR IN THE SUPPLIERS YARD. MIX AMENDMENTS WITH TOPSOIL WHEN SOIL IS IN A FRIABLE CONDITION ONLY ( DAMP AND NOT MUDDY WITH ADEQUATE MOISTURE TO BREAK INTO CLODS WHEN TURNED AND WILL NOT LEAVE A MUD STAIN ON THE AND PERCENT OF SOIL MIXES WITH ALL AMENDED SOIL TO THE CITY PRIOR TO INSTALLATION. BLENDED SOIL PLACEMENT AND COMPACTION: SOIL SHALL BE FRIABLE WHEN PLACED AND COMPACTED. PLACE SOIL IN LAYERS OF NOT MORE THAN 12" IN DEPTH. PROVIDE 3 PASSES WITH A 2" COMPACT PLATE VIBRATING COMPACTOR. COMPACT TO 80-85% MAXIMUM DRY DENSITY AS MEASURED BY THE PROCTOR TEST OR AS APPROVED FOR SPECIFIC BLENDED SOIL MIXES. 1.PART 1. COVERED SOIL MATERIALS A. COVERED SOIL SHALL CONSIST OF THE FOLLOWING MIXTURE OF GRAVEL, SOIL AND ADMIXTURES: 1. CRUSHED ROCK, GRADATION OF 100% PASSING 1.25 INCH, MAX. 30% PASSING 0.75 INCH 2. LOAM/ORGANIC TOPSOIL 3. SOIL BINDER SUCH AS “STABILIZER” 4. WATER PART 2. PROPORTIONS OF COVERED SOIL MATERIALS A. THE PROPORTIONS OF COVERED SOIL MATERIALS SHALL BE AS FOLLOWS: B. THE TARGET MOISTURE CONTENT IS 20% BY WEIGHT OF THE TOPSOIL WEIGHT. THE ABOVE WATER CONTENTS ASSUME THE TOP IS DRY. THE AMOUNT OF WATER THAT WILL NEED TO BE ADDED WILL BE DEPENDENT ON THE MOISTURE CONTENT OF THE RAW MATERIALS. ACTUAL AMOUNTS OF WATER USED SHALL BE DETERMINED DURING MIXING. PART 3. COVERED SOIL MIXING PROCEDURES A. MIX COVERED SOIL IN BATCHES OF AN APPROPRIATE SIZE FOR THE EQUIPMENT BEING USED. THE END RESULT IS TO BE A MATERIAL THAT IS UNIFORMLY BLENDED TOGETHER. DO NOT BATCH IN QUANTITIES THAT WILL NOT ALLOW THE EQUIPMENT TO COMPLETELY MIX THE MATERIAL. DETERMINE BATCH SIZE AND QUANTITIES OF EACH MATERIAL NEEDED FOR THE BATCH. B. START WITH HALF OF THE CRUSHED ROCK MATERIAL. C. ADD ALL OF THE TOPSOIL MATERIAL. D. ADD THE SOIL BINDER. E. ADD HALF OF THE ESTIMATED WATER. F. ADD THE OTHER HALF OF THE CRUSHED ROCK MATERIAL. G. MIX THE MATERIAL TOGETHER. H. SLOWLY ADD WATER TO THE MIXTURE AND CONTINUE TO MIX. THE FINAL AMOUNT OF WATER WILL VARY WITH MOISTURE CONTENT OF THE CRUSHED ROCK AND TOPSOIL. ADD WATER IN INCREMENTAL AMOUNTS AND MIX THE MATERIAL BETWEEN THE ADDITIONS OF WATER. I. STOP ADDING WATER AND MIXING WHEN THERE IS A MINUTE AMOUNT OF FREE TOPSOIL REMAINING. THE TOPSOIL WILL COAT THE CRUSHED ROCK AND NOT FALL OUT OF THE MATERIAL. ALL OF THE CRUSHED ROCK SHALL BE UNIFORMLY COATED WITH TOPSOIL. THERE SHALL BE NO CLUMPS OF TOPSOIL OR UNCOVERED CRUSHED ROCK IN THE MIXTURE. J. IF TOO MUCH WATER IS ADDED TO THE MIXTURE, WATER WILL DRAIN OUT OF THE MATERIAL AND THE TOPSOIL WILL WASH OFF OF THE CRUSHED ROCK. IF THIS OCCURS THE BATCH OF MATERIAL SHALL BE DISCARDED AND SHALL NOT BE INCORPORATED INTO THE COMPLETED WORK. PART 4. PLACEMENT OF COVERED SOIL A. PROTECT SOILS AND MIXES FROM ABSORBING EXCESS WATER AND FROM EROSION AT ALL TIMES. DO NOT STORE MATERIALS UNPROTECTED FROM RAINFALL EVENTS. DO NOT ALLOW EXCESS WATER TO ENTER SITE PRIOR TO COMPACTION. IF WATER IS INTRODUCED INTO THE MATERIAL AFTER GRADING, ALLOW MATERIAL TO DRAIN OR AERATE TO OPTIMUM COMPACTION MOISTURE CONTENT. B. ALL AREAS TO RECEIVE COVERED SOIL MIXTURE SHALL BE INSPECTED BY THE PROJECT LANDSCAPE ARCHITECT AND/OR PROJECT ENGINEER BEFORE STARTING PLACEMENT OF MIXTURE. ALL DEFECTS SUCH AS INCORRECT GRADING, COMPACTION AND INADEQUATE DRAINAGE, ETC., SHALL BE CORRECTED PRIOR TO BEGINNING PLACEMENT OF COVERED SOIL. C. CONFIRM THAT THE SUB-GRADE IS AT THE PROPER ELEVATION AND COMPACTED AS REQUIRED. SUB-GRADE ELEVATIONS SHALL SLOPE PARALLEL TO THE FINISHED GRADE. CLEAR THE EXCAVATION OF ALL CONSTRUCTION DEBRIS, TRASH, RUBBLE AND FOREIGN MATERIAL. FILL ANY OVER EXCAVATION WITH APPROVED FILL AND COMPACT TO THE REQUIRED SUB-GRADE COMPACTION. D. INSTALL COVERED SOIL IN 6-INCH LIFTS AND SPREAD UNIFORMLY OVER THE AREA. COMPACT EACH LIFT TO THE REQUIRED PERCENT OF MAXIMUM DENSITY. DELAY PLACEMENT 24 HOURS IF MOISTURE CONTENT EXCEEDS MAXIMUM ALLOWABLE, PROTECT COVERED SOIL WITH PLASTIC OR PLYWOOD DURING DELAY. TAKE PARTICULAR CARE NOT TO DAMAGE UTILITIES WHEN INSTALLING COVERED SOIL. COVERED SOIL THAT WILL BE THE BEDDING FOR UTILITY LINES SHALL BE COMPACTED TO CONFORM TO THE REQUIRED GRADE OF THE UTILITY LINE. DO NOT COMPACT THE IMMEDIATE VICINITY ABOVE A UTILITY LINE UNTIL A FILL DEPTH OF AT LEAST 12-INCHES ABOVE THE UTILITY LINE IS REACHED. E.BRING COVERED SOILS TO FINISHED GRADES AS SHOWN IN THE APPROVED DRAWINGS. IMMEDIATELY PROTECT THE COVERED SOIL MATERIAL FROM CONTAMINATION BY WATER BY COVERING WITH PLASTIC OR PLYWOOD. MATERIAL AMOUNT FOR 1 CY OF COVERED SOIL CRUSHED ROCK TOPSOIL SOIL BINDER WATER AMOUNT FOR 4.6 CY OF COVERED SOIL 23.2 CUBIC FEET 5.9 CUBIC FEET 13.7 CUBIC FEET 1.6 GALLON 4 CUBIC YARDS 1 CUBIC YARD 4 POUNDS 46 GALLONS STANDARD COVERED SOIL VOLUME SPECIFICATIONS STREET TREE WITHOUT ROOT PATH L1.06 2 L1.06 PHASE 2 & 3 TREE CANOPY PLANTING NOTES & DETAILS N: \ p r o j \ 3 9 5 - 1 0 3 \ 0 9 D r a w i n g s \ 0 7 L a n d s c a p e \ S h e e t s \ P D M O D 2 0 2 2 \ P h 2 \ 3 9 5 1 0 3 . ( L 1 ) S T R E E T T R E E - P H 2 - P D M O D . d w g - S H E E T : L 1 . 0 6 J a n 1 3 , 2 0 2 2 - 3 : 3 8 p m m i c h e l l e . h u n d l e y TC TI E11/08/02 HCSDCRAEPA AL N EREREGIS OREGON T 513 D REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KMK CONSTRUCTION 395-103 01/14/20221ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 2 R95'-6" 64 ' SW CAYENNE COURT SW CHETCO COURT SW P E R T H R O A D SW R I V E R T E R R A C E B O U L E V A R D C BA B C B A A B VEGETATED CORRIDOR MITIGATION AREA SEE PHASE 1 SHEET L3.01 CULTURED STONE RETAINING WALL CULTURED STONE FREESTANDING WALL OVERLOOK BENCH 4" CONCRETE SLAB CONCRETE / LANDSCAPE CONNECTION SCORE JOINT BOULDER RETAINING WALL ACCENT BOULDERS R48' R10 R14 ' - 0 " R11 ' - 6 " 69' - 6 " 28'-6 " 16' R35'34 ' - 6 " 34' 2'- 6 " 27' 3 EQ S P A C E S 2'-6 " R36 ' - 6 " 59'-6" TRASH RECEPTICAL L4.04 1 L4.01 9 L4.02 2 L4.01 1 L4.01 4 L4.01 2 L4.03 7 L4.03 1 L4.04 3 7' CULTURED STONE FREESTANDING WALLL4.04 2 R5 2 ' - 0 " R62 ' - 6 " 39' 51' L4 . 0 5 5 L4.04 2 SEE CIVIL DRAWINGS FOR ADDITIONAL WALL HEIGHT INFORMATION COORDINATE WALL HEIGHT TO PROVIDE FOR DECK CLEARANCE. 90'-6"L4.01 3 CULTURED STONE FREESTANDING WALL CULTURED STONE FREESTANDING WALL TW FG'1.5 285.5 287.0 TW FG'0 287.0 287.0 TW FG'0 285.5 285.5 TW FG'0 285.5 285.5 TW FG'2.5 283.0 285.5 TWFG'1.5 285.5287.0 TWFG'1.0 286.0287.0 TW FG'1.0 279.5 280.5 TW FG'2.0 278.5 280.5 TW FG'1.5 275.5 277.0 TW FG'3.0 274.0 277.0 283.75 HP TW FG'1.0 281.0 282.0 TW FG'2.1 279.9 282.0 TW FG'2.7 279.3 282.0 TW FG'1.0 282.0 283.0 TW FG'1.0 280.5 281.5 TWFG'1.0 282.25283.25 TW FG'2.5 279.0 281.5 TW FG'1.9 279.6 281.5 TWFG'2.3 279.7282.0 TW FG'1.5 279.0 280.5 TW FG'2.2 279.3 281.5 TW FG'0 285.5 285.5 TWFG'1.0 282.5283.5 TW FG'1.0 281.5 282.5 L4.04 2 L4.04 2 L4.04 2 TRACT "AA" TRACT "P" TRACT "AA" TRACT "P" NOTES: 1.SEE SHEET L1.01-L1.06 FOR STREET TREE PLANTING PLAN, DETAILS, NOTES, & LEGEND. 2.SEE SHEET L5.01-L5.11 FOR RIVER TERRACE BLVD PLANTING PLANS, DETAILS, NOTES, & LEGEND. 3.SEE SHEETS L3.01-L3.06 FOR OPEN SPACES PLANTING PLANS, DETAILS, NOTES, & LEGEND. 4.SEE SHEET L4.01-L4.06 FOR CONSTRUCTION DETAILS. 5.SEE CIVIL DRAWINGS FOR ROADWAY, PUBLIC SIDEWALK, & CURB ELEVATIONS. 6.SEE CIVIL DRAWINGS FOR UTILITY LOCATIONS AND AREA DRAIN VERTICAL CONTROL. 7.RETAINING WALLS ARE DIMENSIONED TO BACK OF WALL. 8.VERIFY HORIZONTAL AND VERTICAL LOCATION OF WALLS (TOP AND BOTTOM) AND SURVEY STAKING WITH LANDSCAPE ARCHITECT AND CIVIL ENGINEER. 9.THE PATH CENTERLINE IS FOR REFERENCE, HORIZONTAL CONTROL, AND ALIGNMENT PURPOSES ONLY. THE PATH CENTERLINE IS NOT TO BE INTERPRETED AS A SCORE JOINT UNLESS OTHERWISE NOTED. 10.CONTOURS ARE SHOWN AT 1' AND 5' INTERVALS. SW R O Y R O G E R S R D . ( C . R . N O . 3 1 5 0 ) SW R I V E R T E R R A C E B L V D SW PERTH ROAD SW 1 6 5 T H A V E N U E EY AP OPEN SPACE: AREA 6 - LAYOUT PLAN6 1 C EET 1 SCALE C: \ U s e r s \ m i c h e l l e . h u n d l e y \ A p p D a t a \ L o c a l \ T e m p \ A c P u b l i s h _ 1 9 9 2 0 \ 3 9 5 1 0 3 . ( L 2 ) O P E N S P A C E - L A Y O U T - P H 2 . d w g - S H E E T : L 2 . 0 1 J a n 1 3 , 2 0 2 2 - 3 : 5 5 p m m i c h e l l e . h u n d l e y TC TI E11/08/02 HCSDCRAEPA AL N EREREGIS OREGON T 513 D REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KMK CONSTRUCTION 395-103 01/14/20221ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 2 MA T C H L I N E S E E S H E E T L 2 . 0 2 1 2 4 3 6 7 8 5 L.1 OPE SPACE AREA 6 LAYOUT PLA 1% SUB G R A D E SLOPE TYP. 1% 1% 1% SW P E R T H R O A D SUB GR A D E SLOPE TYP. 0+ 0 0 0+48 BP: 0+00. 0 0 PCC: 0+34.71 PCC: 0+41.25 EP: 0+47.53 -0+00 0+42 C3 C4 C5 C6 FUTURE CONDOMINIUM SITE R1 4 7 ' CULTURED STONE RETAINING WALL - SIMILAR 8' OC TYP R15 9 ' - 0 " R1 4 3 ' - 0 " R1 3 7 ' - 0 " 5'- 6 " 6' R1 6 0 ' - 0 " 5' 4" CONCRETE SIDEWALK SCORE JOINT CONCRETE / LANDSCAPE CONNECTION PICNIC TABLE CULTURED STONE RETAINING WALL - SIMILAR WOODCHIP PLAY SURFACE CONCRETE STAIRS WITH HANDRAILING BENCH ADA ACCESSIBLE RAMP / PLAY SURFACE 4" PERFORATED PIPE 9' 6' 7' 7' 35' - 8 " 5 E Q S P A C E S PLAY IT SAFE SIGN 29'-2" 56'-8" PLAY AREA CONCRETE CURB L4.01 1 L4.01 2 L4.01 4 L4.02 4 L4.01 3 L4.01 8 L4.01 1 L4.02 6 L4.01 9 L4.03 3 L4.01 8 L4.02 7 L4.03 4 CLEAN-OUT SEE CIVIL DRAWINGS FOR PLAY AREA DRAIN - DAYLIGHT AND CONNECTION INTO STORM SYSTEM CULTURED STONE WALL / PLAY SURFACE TRASH RECEPTICAL L4.02 2 L4.01 6 L4.02 1 R74'- 1 1 " R30 ' - 0 " 6' 5'-6 "32'-10 " 7'-7" 20'-5" 22'- 9 " L4.01 3 L4.01 7 L4.01 3 L4.01 6 4" CONCRETE SIDEWALK GUARDRAIL L4.03 6 PATH CENTERLINE IS FOR REFERENCE ONLY L4.05 4 PLAY EQUIPMENT PER PROVIDED PLANS INSTALLED BY CONTRACTOR ALL PLAY EQUIPMENT AND SURFACES TO MEET THE MINIMUM CPSC SAFETY REQUIREMENTS OTE BP : - 0 + 0 0 . 0 0 EP: 0+42.03TRACT "N" 7' 1' NOTES: 1.SEE SHEET L1.01-L1.06 FOR STREET TREE PLANTING PLAN, DETAILS, NOTES, & LEGEND. 2.SEE SHEET L5.01-L5.11 FOR RIVER TERRACE BLVD PLANTING PLANS, DETAILS, NOTES, & LEGEND. 3.SEE SHEETS L3.01-L3.06 FOR OPEN SPACES PLANTING PLANS, DETAILS, NOTES, & LEGEND. 4.SEE SHEET L4.01-L4.06 FOR CONSTRUCTION DETAILS. 5.SEE CIVIL DRAWINGS FOR ROADWAY, PUBLIC SIDEWALK, & CURB ELEVATIONS. 6.SEE CIVIL DRAWINGS FOR UTILITY LOCATIONS AND AREA DRAIN VERTICAL CONTROL. 7.RETAINING WALLS ARE DIMENSIONED TO BACK OF WALL. 8.VERIFY HORIZONTAL AND VERTICAL LOCATION OF WALLS (TOP AND BOTTOM) AND SURVEY STAKING WITH LANDSCAPE ARCHITECT AND CIVIL ENGINEER. 9.THE PATH CENTERLINE IS FOR REFERENCE, HORIZONTAL CONTROL, AND ALIGNMENT PURPOSES ONLY. THE PATH CENTERLINE IS NOT TO BE INTERPRETED AS A SCORE JOINT UNLESS OTHERWISE NOTED. 10.CONTOURS ARE SHOWN AT 1' AND 5' INTERVALS. 10.CONTOURS ARE SHOWN AT 1' AND 5' INTERVALS. LINE & CURVE TABLE LINE # C3 C4 C5 C6 LENGTH 34.71' 6.53' 6.29' 42.03' BEARING N28° 01' 10"E N47° 31' 34"E N55° 03' 18"E S86° 50' 57"W SW P E R T H R O A D FUTURE CONDOMINIUM SITE TW FG'2.5 290.20 292.70 297.0 4.8% 295.05 SW 295.24 SW/PT 2% 294.93 SW/FG 294.86 SW 2% 1% 2% 2% 295.09 SW 295.03 1% 294.76 SW/FG 294.79 SW 290.20 FG 294.69 TS 290.20 FG 290.20 TC 290.20 TC 288.43 289.70 SW/FG 290.20 TC 289.70 SW 288.52 288.34 297.12 296.88 296.26 2% 4.8% 290.07 290.17 2% 8.3% 290.20 TC TW FG'0 295.50 295.50 TW FG'0 295.0 295.0 TW FG'2.5 292.5 295.0 TW FG'0.2 292.50 292.70 TW FG'2.5 290.20 292.70 295.03 SW/PT 296.38 TW FG'4.8 290.2 295.0 TW FG'2.5 290.2 292.7 TW FG'1.2 291.5 292.7 TW FG'2.5 292.5 295.0 TW FG'2.5 292.5 295.0 TW FG'2.5 293.0 295.5 TWFG'0.3 294.72295.50 290.22 BS SW R O Y R O G E R S R D . ( C . R . N O . 3 1 5 0 ) SW R I V E R T E R R A C E B L V D SW PERTH ROAD SW 1 6 5 T H A V E N U E EY AP OPEN SPACE: AREA 7 - LAYOUT PLAN7 C: \ U s e r s \ m i c h e l l e . h u n d l e y \ A p p D a t a \ L o c a l \ T e m p \ A c P u b l i s h _ 1 9 9 2 0 \ 3 9 5 1 0 3 . ( L 2 ) O P E N S P A C E - L A Y O U T - P H 2 . d w g - S H E E T : L 2 . 0 2 J a n 1 3 , 2 0 2 2 - 3 : 5 6 p m m i c h e l l e . h u n d l e y TC TI E11/08/02 HCSDCRAEPA AL N EREREGIS OREGON T 513 D REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KMK CONSTRUCTION 395-103 01/14/20221ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 2 MA T C H L I N E S E E S H E E T L 2 . 0 2 1 2 4 3 6 7 8 5 L. OPE SPACE AREA LAYOUT PLA GRADG PLA OPEN SPACE: AREA 7 - GRADING PLAN7 1 C EET 1 SCALE LEGEND EXISTING 1 FOOT CONTOURS PROPOSED 1 FOOT CONTOURS PROPOSED 5 FOOT CONTOURS 163 EXISTING 5 FOOT CONTOURS165 163 165 TC = TOP OF CURB TS = TOP OF STAIR BS = BOTTOM OF STAIR AD = AREA DRAIN TW = TOP OF WALL BW = BOTTOM OF WALL XXX.XX = PROPOSED GRADE (XXX.XX) = EXISTING GRADE SW A L B A N Y T E R R A C E SW R O Y R O G E R S R D . ( C . R . N O . 3 1 5 0 ) 105 BFES 205 SF 40 SWGR 214 SF UPLD 790 SF UPLD 24,058 SF UPLD 6,155 SF WATER QUALITY FACILITY BY OTHERS VEGETATED CORRIDOR MITIGATION AREA SEE PHASE 1 SHEET L3.01 FUTURE NEIGHBORHOOD PARK BY OTHERS SEE NEIGHBORHOOD PARK DRAWING SET FOR PLANTING PLAN AND LEGEND WOODCHIP TRAIL UNDER DIFFERENT CONTRACT LOCATION MAY VARY, FIELD VERIFY SEE NEIGHBORHOOD PARK DRAWING SET, SHEET L1.01 FOR ADDITIONAL INFORMATION PASSIVE NATURE ACTIVITY AREA UNDER SEPARATE CONTRACT LOCATION MAY VARY, FIELD VERIFY SEE NEIGHBORHOOD PARK DRAWING SET, SHEET L1.01 FOR ADDITIONAL INFORMATION TRACT "W" TRACT "R" TRACT "Q" TRACT "G" TRACT "F" NOTES: 1.SEE SHEETS L3.06 FOR PLANTING DETAILS. 2.SEE SHEET L3.06 FOR NOTES & LEGEND. 3.SEE SHEETS L2.01-L2.02 FOR OPEN SPACE AND ROUNDABOUT LAYOUT PLANS. 4.SEE SHEET L1.01-L1.06 FOR STREET TREE PLANTING PLANS. 5.LANDSCAPE AREAS WILL BE PROVIDED WITH AN AUTOMATIC UNDERGROUND IRRIGATION SYSTEM. SEE IRRIGATION DRAWING. 6.SEE CIVIL PLANS FOR IRRIGATION METER LOCATIONS. 7.SEE CIVIL DRAWINGS FOR POWER TO CONTROLLER. ELECTRICAL SERVICE TO BE A MOBILE HOME STAB IN. 8.CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE IN LAWN AREAS. SW R O Y R O G E R S R D . ( C . R . N O . 3 1 5 0 ) SW R I V E R T E R R A C E B L V D SW PERTH ROAD SW 1 6 5 T H A V E N U E KEY MAP OPEN SPACE: AREA 1- PLANTING PLAN1 1 INCH 20 FEET 20 10 20 SCALE 0 N: \ p r o j \ 3 9 5 - 1 0 3 \ 0 9 D r a w i n g s \ 0 7 L a n d s c a p e \ S h e e t s \ P D M O D 2 0 2 2 \ P h 2 \ 3 9 5 1 0 3 . ( L 3 ) O P E N S P A C E - P L A N T - P H 2 . d w g - S H E E T : L 3 . 0 1 J a n 1 3 , 2 0 2 2 - 3 : 3 9 p m m i c h e l l e . h u n d l e y TC TI E11/08/02 HCSDCRAEPA AL N EREREGIS OREGON T 513 D REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KMK CONSTRUCTION 395-103 01/14/20221ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 2 MATCHLINE SEE SHEET L3.02- AREA 2 1 2 4 3 7 6 8 5 L3.01 OPEN SPACE AREA 1 PLANTING PLAN SW R O Y R O G E R S R D . ( C . R . N O . 3 1 5 0 ) SW R I O P L A C E 28 SWGR 150 SF 107 THAI 209 SF 109 BFES 213 SF UPLD 16,977 SF UPLD 10,154 SF WOODCHIP TRAIL UNDER DIFFERENT CONTRACT LOCATION MAY VARY, FIELD VERIFY SEE NEIGHBORHOOD PARK DRAWING SET, SHEET L1.01 FOR ADDITIONAL INFORMATION PASSIVE NATURE ACTIVITY AREA UNDER SEPARATE CONTRACT LOCATION MAY VARY, FIELD VERIFY SEE NEIGHBORHOOD PARK DRAWING SET, SHEET L1.01 FOR ADDITIONAL INFORMATION TRACT "S" TRACT "W" NOTES: 1.SEE SHEETS L3.06 FOR PLANTING DETAILS. 2.SEE SHEET L3.06 FOR NOTES & LEGEND. 3.SEE SHEETS L2.01-L2.02 FOR OPEN SPACE AND ROUNDABOUT LAYOUT PLANS. 4.SEE SHEET L1.01-L1.06 FOR STREET TREE PLANTING PLANS. 5.LANDSCAPE AREAS WILL BE PROVIDED WITH AN AUTOMATIC UNDERGROUND IRRIGATION SYSTEM. SEE IRRIGATION DRAWING. 6.SEE CIVIL PLANS FOR IRRIGATION METER LOCATIONS. 7.SEE CIVIL DRAWINGS FOR POWER TO CONTROLLER. ELECTRICAL SERVICE TO BE A MOBILE HOME STAB IN. 8.CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE IN LAWN AREAS. SW 1 6 9 T H A V E N U E SW R I O P L A C E SW DEVLIN COURT SW R O Y R O G E R S R D . ( C . R . N O . 3 1 5 0 ) 40 SWGR 214 SF 63 THAI 124 SF 111 BFES 217 SF 24 THAI 46 SF TRACT "W" TRACT "X" SW R O Y R O G E R S R D . ( C . R . N O . 3 1 5 0 ) SW R I V E R T E R R A C E B L V D SW PERTH ROAD SW 1 6 5 T H A V E N U E KEY MAP OPEN SPACE: AREA 2 - PLANTING PLAN2 1 INCH 20 FEET 20 10 20 SCALE 0 N: \ p r o j \ 3 9 5 - 1 0 3 \ 0 9 D r a w i n g s \ 0 7 L a n d s c a p e \ S h e e t s \ P D M O D 2 0 2 2 \ P h 2 \ 3 9 5 1 0 3 . ( L 3 ) O P E N S P A C E - P L A N T - P H 2 . d w g - S H E E T : L 3 . 0 2 J a n 1 3 , 2 0 2 2 - 3 : 3 9 p m m i c h e l l e . h u n d l e y TC TI E11/08/02 HCSDCRAEPA AL N EREREGIS OREGON T 513 D REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KMK CONSTRUCTION 395-103 01/14/20221ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 2 MATCHLINE SEE SHEET L3.02-AREA 3 MATCHLINE SEE SHEET L3.01-AREA 1 OPEN SPACE: AREA 3 - PLANTING PLAN3 MATCHLINE SEE SHEET L3.03-AREA 4 MATCHLINE SEE SHEET L3.02-AREA 2 1 2 4 3 8 5 L3.02 OPEN SPACE AREA 2 & 3 PLANTING PLAN 7 6 NOTES: 1.SEE SHEETS L3.06 FOR PLANTING DETAILS. 2.SEE SHEET L3.06 FOR NOTES & LEGEND. 3.SEE SHEETS L2.01-L2.02 FOR OPEN SPACE AND ROUNDABOUT LAYOUT PLANS. 4.SEE SHEET L1.01-L1.06 FOR STREET TREE PLANTING PLANS. 5.LANDSCAPE AREAS WILL BE PROVIDED WITH AN AUTOMATIC UNDERGROUND IRRIGATION SYSTEM. SEE IRRIGATION DRAWING. 6.SEE CIVIL PLANS FOR IRRIGATION METER LOCATIONS. 7.SEE CIVIL DRAWINGS FOR POWER TO CONTROLLER. ELECTRICAL SERVICE TO BE A MOBILE HOME STAB IN. 8.CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE IN LAWN AREAS. SW PERTH ROAD SW R O Y R O G E R S R D . ( C . R . N O . 3 1 5 0 ) 89 THAI 173 SF 111 BFES 217 SF 52 BFES 102 SF 14 DAYL 74 SF 8 DAYL 42 SF TRACT "W" WATER QUALITY & DETENTION FACILITY SEE POND DRAWING SET AND CIVIL DRAWINGS FOR ADDITIONAL INFORMATION TRACT "DD" SW YARRA LANE SW RUBICON LANE 1 2" IRRIGATION METER WITH 2" SERVICE-HOA STAIRS SEE CIVIL DRAWINGS 145 BFES 283 SF 145 BFES 283 SF TRACT "T" SW P E R T H R O A D LAWN 1,355 SF LAWN 786 SF 179 STRW 618 SF 78 SEDG 421 SF TRACT "N" SW R O Y R O G E R S R D . ( C . R . N O . 3 1 5 0 ) SW R I V E R T E R R A C E B L V D SW PERTH ROAD SW 1 6 5 T H A V E N U E KEY MAP 1 INCH 20 FEET 20 10 20 SCALE 0 N: \ p r o j \ 3 9 5 - 1 0 3 \ 0 9 D r a w i n g s \ 0 7 L a n d s c a p e \ S h e e t s \ P D M O D 2 0 2 2 \ P h 2 \ 3 9 5 1 0 3 . ( L 3 ) O P E N S P A C E - P L A N T - P H 2 . d w g - S H E E T : L 3 . 0 3 J a n 1 3 , 2 0 2 2 - 3 : 4 0 p m m i c h e l l e . h u n d l e y TC TI E11/08/02 HCSDCRAEPA AL N EREREGIS OREGON T 513 D REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KMK CONSTRUCTION 395-103 01/14/20221ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 2 1 2 4 3 8 OPEN SPACE: AREA 4 - PLANTING PLAN4 MATCHLINE SEE SHEET L3.02-AREA 3 OPEN SPACE: AREA 5 - PLANTING PLAN5 5 L3.03 OPEN SPACE AREAS 4-6 PLANTING PLAN 7 6 OPEN SPACE: AREA 6 - PLANTING PLAN6 SW 1 6 8 T H A V E N U E SW CAYENNE COURT SW CHETCO COURT SW P E R T H R O A D SW R I V E R T E R R A C E B O U L E V A R D SEE RIVER TERRACE BLVD SHEET L5.05 FOR PLANTINGS THIS AREA 1 2" IRRIGATION METER WITH 2" SERVICE-CITY OF TIGARD LAWN 2366 SF 59 STRW 202 SF 6 DAYL 32 SF 104 STRW 359 SF 286 BFES 559 SF 439 BFES 858 SF 25 STRW 86 SF 181 SEDG 980 SF 53 STRW 182 SF 19 DAYL 104 SF VEGETATED CORRIDOR MITIGATION AREA SEE PHASE 1 SHEET L3.01 TRACT "AA" TRACT "O" TRACT "P" NOTES: 1.SEE SHEETS L3.06 FOR PLANTING DETAILS. 2.SEE SHEET L3.06 FOR NOTES & LEGEND. 3.SEE SHEETS L2.01-L2.02 FOR OPEN SPACE AND ROUNDABOUT LAYOUT PLANS. 4.SEE SHEET L1.01-L1.06 FOR STREET TREE PLANTING PLANS. 5.LANDSCAPE AREAS WILL BE PROVIDED WITH AN AUTOMATIC UNDERGROUND IRRIGATION SYSTEM. SEE IRRIGATION DRAWING. 6.SEE CIVIL PLANS FOR IRRIGATION METER LOCATIONS. 7.SEE CIVIL DRAWINGS FOR POWER TO CONTROLLER. ELECTRICAL SERVICE TO BE A MOBILE HOME STAB IN. 8.CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE IN LAWN AREAS. SW R O Y R O G E R S R D . ( C . R . N O . 3 1 5 0 ) SW R I V E R T E R R A C E B L V D SW PERTH ROAD SW 1 6 5 T H A V E N U E KEY MAP OPEN SPACE: AREA 7 - PLANTING PLAN7 1 INCH 20 FEET 20 10 20 SCALE 0 N: \ p r o j \ 3 9 5 - 1 0 3 \ 0 9 D r a w i n g s \ 0 7 L a n d s c a p e \ S h e e t s \ P D M O D 2 0 2 2 \ P h 2 \ 3 9 5 1 0 3 . ( L 3 ) O P E N S P A C E - P L A N T - P H 2 . d w g - S H E E T : L 3 . 0 4 J a n 1 3 , 2 0 2 2 - 3 : 4 0 p m m i c h e l l e . h u n d l e y TC TI E11/08/02 HCSDCRAEPA AL N EREREGIS OREGON T 513 D REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KMK CONSTRUCTION 395-103 01/14/20221ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 2 MATCHLINE SEE SHEET L3.05-AREA 8 1 2 4 3 7 6 8 5 L3.04 OPEN SPACE AREA 7 PLANTING PLAN SW N O O S A C O U R T SW R I V E R T E R R A C E B O U L E V A R D 12" IRRIGATION METER WITH 2" SERVICE-HOA 1 2" IRRIGATION METER WITH 2" SERVICE-CITY OF TIGARD STAIRS SEE CIVIL DRAWINGS, SHETT 216 MEAD 18,566 SF 134 STRW 463 SF VEGETATED CORRIDOR MITIGATION AREA SEE PHASE 1 SHEET L3.01 NOTES: 1.SEE SHEETS L3.06 FOR PLANTING DETAILS. 2.SEE SHEET L3.06 FOR NOTES & LEGEND. 3.SEE SHEETS L2.01-L2.02 FOR OPEN SPACE AND ROUNDABOUT LAYOUT PLANS. 4.SEE SHEET L1.01-L1.06 FOR STREET TREE PLANTING PLANS. 5.LANDSCAPE AREAS WILL BE PROVIDED WITH AN AUTOMATIC UNDERGROUND IRRIGATION SYSTEM. SEE IRRIGATION DRAWING. 6.SEE CIVIL PLANS FOR IRRIGATION METER LOCATIONS. 7.SEE CIVIL DRAWINGS FOR POWER TO CONTROLLER. ELECTRICAL SERVICE TO BE A MOBILE HOME STAB IN. 8.CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE IN LAWN AREAS. SW R O Y R O G E R S R D . ( C . R . N O . 3 1 5 0 ) SW R I V E R T E R R A C E B L V D SW PERTH ROAD SW 1 6 5 T H A V E N U E KEY MAP OPEN SPACE: AREA 8 - PLANTING PLAN8 1 INCH 20 FEET 20 10 20 SCALE 0 N: \ p r o j \ 3 9 5 - 1 0 3 \ 0 9 D r a w i n g s \ 0 7 L a n d s c a p e \ S h e e t s \ P D M O D 2 0 2 2 \ P h 2 \ 3 9 5 1 0 3 . ( L 3 ) O P E N S P A C E - P L A N T - P H 2 . d w g - S H E E T : L 3 . 0 5 J a n 1 3 , 2 0 2 2 - 3 : 4 0 p m m i c h e l l e . h u n d l e y TC TI E11/08/02 HCSDCRAEPA AL N EREREGIS OREGON T 513 D REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KMK CONSTRUCTION 395-103 01/14/20221ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 2 L3.05 OPEN SPACE AREA 8 PLANTING PLAN MATCHLINE SEE SHEET L3.04-AREA 7 1 2 4 3 7 6 8 5 INCENSE CEDAR / CALOCEDRUS DECURRENS: 8' HT., B&B COMMON NAME / BOTANICAL NAME: SIZE AND DESCRIPTIONQTYSYMBOL 31 OPEN SPACE PLANTING LEGEND COLUMNAR EASTERN WHITE PINE / PINUS STROBUS FASTIGIATA: 8' Ht., B&B2 SYMBOL SHRUBS COMMON NAME / BOTANICAL NAME: SIZE AND DESCRIPTIONQTY TREES KELSEY'S DWARF RED-OSIER DOGWOOD / CORNUS SERICEA 'KELSEYI' : 5 GAL.47 537 CRIMSON PYGMY BARBERRY / BERBERIS THUNBERGII 'CRIMSON PYGMY': 2 GAL. 69 ANTHONY WATERER SPIREA / SPIREA BUMALDA 'ANTHONY WATERER': 2 GAL. SYMBOL ORNAMENTAL GRASSES / LAWN QTY WHITE OAK / QUERCUS ALBA: 2" CAL., B&B45 28 OAKLEAF HYDRANGEA / HYDRANGEA QUERCIFOLIA: 2 GAL.104 OTTO LUYKEN CHERRY LAUREL / PRUNUS LAUROCERASUS 'OTTO LUYKEN' : 2 GAL.80 REDTWIG DOGWOOD /CORNUS STOLONIFERA: 2 GAL.24 552 SFTHAI STARBURST EVERGREEN DAYLILY / HEMEROCALLIS X 'MONOLD'': 1 GAL., 30" O.C.251 SFDAYL BOULDER BLUE FESCUE / FESTUCA GLAUCA 'BOULDER BLUE': 1 GAL, 18" O.C.2720 SFBFES 283 47 1,392 576 SFSWGR 107 181 RHODODENDRON 'JEAN MARIE DE MONTEGUE': 2 GAL. TUFTED HAIR GRASS / DESCHAMPSIA CESPITOSA': 1 GAL., 18" O.C. SWITCHGRASS / PANICUM VIRGATUM: 1 GAL., 30" O.C. FOERSTER'S FEATHER REED GRASS / CALAMAGROSTIS X ACUTIFLORA 'KARL FOERSTER': 1 Gal.376 LAWN 4,508 PRO-TIME 309 (SUPREME MIX) GRASS SEED BY HOBBS AND HOPKINS, LTD. AT A RATE OF 8 LBS/1000 SQUARE FEET. DWARF FOUNTAIN GRASS /PENNISETUM ALOPECUROIDES ' HAMLEN': 1 GAL.273 EASTERN REDBUD / CERCIS CANADENSIS: 2" Cal., B&B LELAND CYPRESS / CUPRESSOCYPARIS LEYLANDII: 8'-10' HT., B&B RIVERS PURPLE BEECH / FAGUS SYLVATICA 'RIVERSII': 2" Cal., B&B YOSHINO FLOWERING CHERRY / PRUNUS X YEDOENSIS: 2" CAL., B&B 18,566 SF SUNMARK SEEDS / NATIVE RIPARIAN MIX: 1-LB PER 1,000 S.F. - OR APPROVED EQUAL SUNMARK SEEDS / NATIVE POLLINATOR SEED MIX: 1-LB PER 1,000 S.F. - OR APPROVED EQUALMEAD RED FLOWERING CURRENT / RIBES SANGUINEUM: 2 GAL.67 SWEETGUM / LIQUIDAMBAR STYRACIFLUA : 2 Cal., B&B 9 14 24 3 COMMON NAME / BOTANICAL NAME: SIZE AND DESCRIPTIONCODE AMAZING RED NEW ZEALAND FLAX / PHORMIUM TENAX 'AMAZING RED' : 2 GAL.167 PACIFIC RHODODENDRON / RHODODENDRON MACROPHYLLUM: 2 GAL.20 WICHITA BLUE JUNIPER / JUNIPERUS SCOPULORUM 'WICHITA BLUE': 6' Ht. 36 DOUGLAS FIR / PSEUDOTSUGA MENZIESII: 6' Ht., B&B1 UPLND - NATIVE AREAS PLANTING LEGEND 97 TOTAL SF: 58,134 S.F. 97 97 97 97 Note: SEE DETAIL 4 SHEET L3.06 FOR RANDOM PLANTING DETAIL THUNBERG SPIREA / SPIREA THUNBERGII : 2 GAL.121 1910 SFSTRW 554 BEACH STRAWBERRY / FRAGERIA 'CHILOENSIS': 4" POT, 24" O.C. 1,405 SFSEDG 260 BOWLES GOLDEN SEDGE / CAREX ELATA 'AUREA': 1 GAL., 30" O.C. 75.0 75.1 UPLAND NATIVE AREA TYPICAL PLANTING PLAN BIGLEAF MAPLE / ACER MACROPHYLLUM: 3' HT., 7' O.C. DOUGLAS FIR / PSEUDOTSUGA MENZIESII: 3' HT., 7' O.C. RED ALDER / ALNUS RUBRA: 3' HT., 7' O.C. WESTERN RED CEDAR / THUJA PLICATA: 3' HT., 7' O.C. BITTER CHERRY / PRUNUS EMARGINATA: 3' HT., 7' O.C. CASCARA / RHAMNUS PURSHIANA: 3' HT., 7' O.C.96 TREES COMMON NAME / BOTANICAL NAME: SIZE AND DESCRIPTIONQTY. TOTAL:581 SF X .01 COMMON NAME / BOTANICAL NAME: SIZE AND DESCRIPTIONQTY.SHRUBS OCEANSPRAY / HOLODISCUS DISCOLOR: BARE ROOT CASCADE OREGON GRAPE / MAHONIA NERVOSA: BARE ROOT CLUSTERED ROSE / ROSA PISOCARPA: BARE ROOT SNOWBERRY / SYMPHORICARPUS ALBUS: BARE ROOT 291 291 291 291 COMMON NAME / BOTANICAL NAME: SIZE AND DESCRIPTIONQTY. SEED MIX: SPIKE BENTGRASS / AGROSTIS EXARATA 5 LBS PLS/ACRE BLUE WILDRYE / ELYMUS GLAUCUS 10 LBS PLS/ACRE 58,134 SF NATIVE GRASS MIX TOTAL:2907 RED FLOWERING CURRENT/ RIBES SANGUINEUM: 1 GAL. SERVICEBERRY / ALMELANCHIER ALNIFOLIA: 1 GAL. NOOTKA ROSE / ROSA NUTKANA: 1 GAL. INDAIN PLUM / OEMLERIA CERAISFORMIS: 1 GAL. TWINBERRY / LONICERA INVOLUCRATA: 1 GAL. 291 291 291 290 290 290 RED ELDERBERRY /SAMBUCUS RACEMOSA: 3 GAL. SF X .05 AND AS NEEDED FOR BARE SOIL AREAS < 25 SF IN PLANTED AREAS Note: SEE DETAIL 4 SHEET L3.06 FOR RANDOM PLANTING DETAIL N: \ p r o j \ 3 9 5 - 1 0 3 \ 0 9 D r a w i n g s \ 0 7 L a n d s c a p e \ S h e e t s \ P D M O D 2 0 2 2 \ P h 2 \ 3 9 5 1 0 3 . ( L 3 ) O P E N S P A C E - P L A N T - P H 2 . d w g - S H E E T : L 3 . 0 6 J a n 1 3 , 2 0 2 2 - 3 : 4 0 p m m i c h e l l e . h u n d l e y TC TI E11/08/02 HCSDCRAEPA AL N EREREGIS OREGON T 513 D REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KMK CONSTRUCTION 395-103 01/14/20221ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 2 GENERAL NOTES: OPEN SPACE PLAN 1.THE CONTRACTOR SHALL VERIFY WITH OWNER AND UTILITY COMPANIES THE LOCATIONS OF ALL UTILITIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL DETERMINE IN THE FIELD THE ACTUAL LOCATIONS AND ELEVATIONS OF ALL EXISTING UTILITIES WHETHER SHOWN ON THE PLANS OR NOT. THE CONTRACTOR SHALL CALL UTILITY PROTECTION SERVICE 72 HOURS PRIOR TO CONSTRUCTION. 2.THE CONTRACTOR SHALL EXAMINE FINISH SURFACE, GRADES, TOPSOIL QUALITY AND DEPTH. DO NOT START ANY WORK UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. VERIFY LIMITS OF WORK BEFORE STARTING. 3.CONTRACTOR TO REPORT ALL DAMAGES TO EXISTING CONDITIONS AND INCONSISTENCIES WITH PLANS TO ODR. 4.ALL PLANT MASSES TO BE CONTAINED WITHIN A BARK MULCH BED, UNLESS NOTED OTHERWISE. 5.BED EDGE TO BE NO LESS THAN 12" AND NO MORE THAN 18" FROM OUTER EDGE OF PLANT MATERIAL BRANCHING. WHERE GROUND-COVER OCCURS, PLANT TO LIMITS OF AREA AS SHOWN. 6.CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE IN ALL LANDSCAPE BEDS AND ALL LAWN AREAS. 7.CONTRACTOR TO FINE GRADE AND ROCK-HOUND ALL TURF AREAS PRIOR TO SEEDING, TO PROVIDE A SMOOTH AND CONTINUAL SURFACE, FREE OF IRREGULARITIES (BUMPS OR DEPRESSIONS) & EXTRANEOUS MATERIAL OR DEBRIS. 8.QUANTITIES SHOWN ARE INTENDED TO ASSIST CONTRACTOR IN EVALUATING THEIR OWN TAKE-OFFS AND ARE NOT GUARANTEED AS ACCURATE REPRESENTATIONS OF REQUIRED MATERIALS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR HIS BID QUANTITIES AS REQUIRED BY THE PLANS AND SPECIFICATIONS. IF THERE IS A DISCREPANCY BETWEEN THE NUMBER LABELED ON THE PLANT TAG AND THE QUANTITY OF GRAPHIC SYMBOLS SHOWN, THE GRAPHIC SYMBOL QUANTITY SHALL GOVERN. 9.COORDINATE LANDSCAPE INSTALLATION WITH INSTALLATION OF UNDERGROUND SPRINKLER AND DRAINAGE SYSTEMS. 10.WITH THE EXCEPTION OF THOSE TREES INDICATED ON THE TREE REMOVAL PLAN, CONTRACTOR SHALL NOT REMOVE ANY TREES DURING CONSTRUCTION WITHOUT THE EXPRESS WRITTEN CONSENT OF THE ODR. EXISTING VEGETATION TO REMAIN SHALL BE PROTECTED AS DIRECTED BY THE ODR. 11.WHERE PROPOSED TREE LOCATIONS OCCUR UNDER EXISTING OVERHEAD UTILITIES OR CROWD EXISTING TREES, NOTIFY ODR TO ADJUST TREE LOCATIONS. 12.LANDSCAPE MAINTENANCE PERIOD BEGINS IMMEDIATELY AFTER THE COMPLETION OF ALL PLANTING OPERATIONS AND WRITTEN NOTIFICATION TO THE ODR. MAINTAIN TREES, SHRUBS, LAWNS AND OTHER PLANTS UNTIL FINAL ACCEPTANCE OR 90 DAYS AFTER NOTIFICATION AND ACCEPTANCE, WHICHEVER IS LONGER. 13.REMOVE EXISTING WEEDS FROM PROJECT SITE PRIOR TO THE ADDITION OF ORGANIC AMENDMENTS AND FERTILIZER. APPLY AMENDMENTS AND FERTILIZER PER THE RECOMMENDATIONS OF THE SOIL ANALYSIS FROM THE SITE. 14.BACK FILL MATERIAL FOR TREE AND SHRUB PLANTING SHALL CONTAIN: ONE PART FINE GRADE COMPOST TO ONE PART TOPSOIL BY VOLUME, BONE MEAL PER MANUFACTURE'S RECOMMENDATION, AND SLOW RELEASE FERTILIZER PER MANUFACTURER'S RECOMMENDATION. 15.GROUND COVERS AND PERENNIALS SHALL BE PLANTED WITH A MAXIMUM 2 INCH COVER OF BARK MULCH WITH NO FOLIAGE COVERED. 16.CONTRACTOR SHALL OBTAIN WRITTEN APPROVAL FOR ALL PLANT MATERIAL SUBSTITUTIONS FROM THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. PLANT SUBSTITUTIONS WITHOUT PRIOR WRITTEN APPROVAL THAT DO NOT COMPLY WITH THE DRAWINGS AND SPECIFICATIONS MAY BE REJECTED BY THE LANDSCAPE ARCHITECT AT NO COST TO THE OWNER. THESE ITEMS MAY BE REQUIRED TO BE REPLACED WITH PLANT MATERIALS THAT ARE IN COMPLIANCE WITH THE DRAWINGS. 17.ALL PLANT MATERIALS SHALL BE NURSERY GROWN WITH HEALTHY ROOT SYSTEMS AND FULL BRANCHING, DISEASE AND INSECT FREE AND WITHOUT DEFECTS SUCH AS SUN SCALD, ABRASIONS, INJURIES AND DISFIGUREMENT. 18.ALL PLANT MATERIAL SHALL BE INSTALLED AT THE SIZE AND QUANTITY SPECIFIED. THE LANDSCAPE ARCHITECT IS NOT RESPONSIBLE FOR SUB-STANDARD RESULTS CAUSED BY REDUCTION IN SIZE AND/OR QUANTITY OF PLANT MATERIALS. 19.LANDSCAPE AREAS WILL BE PROVIDED WITH AN AUTOMATIC UNDERGROUND IRRIGATION SYSTEM DESIGNED BY CONTRACTOR. CONTRACTOR WILL PROVIDE MATERIALS AND INSTALL ALL IRRIGATION DOWNSTREAM OF THE WATER METER. L3.06 OPEN SPACE PLANTING LEGEND, DETAILS, & NOTES CONIFER TREE GUYING DETAIL L3.06 5SHRUB PLANTING DETAIL L3.06 2 TREE STAKING DETAIL L3.06 1 GROUNDCOVER PLANTING DETAIL L3.06 3 12" THOROUGHLY TILLED SUBSOIL NOTE: TILL SOIL SO THAT THERE ARE NO CLODS OR CLUMPS LARGER THAN 1 1/2" DIA. THOROUGHLY MIX INTO A DEPTH OF 6" 6" SPECIFIED BACKFILL SOIL FINISHED GRADE MULCH GROUNDCOVER PLANT RANDOM PLANTING PATTERN L3.06 4 RANDOMLY MIX PLANT SPECIES AND HEIGHTS OFFSET PLANTS TO AVOID STRAIGHT ROWS TYPICAL O.C. (o ceter) PLANTING GRID CLUMP & SCATTER PLANTS SO THAT AVERAGE PLANTING DENSITY IS EQUIVALENT TO GRID SPACING DIAMETER OF ROOT BALL 12" DE P T H RO O T B A L L 1' - 0 " M i n . DE P T H - 2 " RO O T B A L L ROOTBALL 12" DIAMETER OF 30 " M I N . OF ROOT BALL 2 X DIAMETER 1 1 / 2 X R O O T BA L L D E P T H NOTE: 1.TIE BRIGHTLY COLORED P.V.C. RIBBON ON WIRE GUYS. (MIN. 1 PER GUY.) 2.IN LAWN AREAS CUT TREE CIRCLE AT 12' RADIUS FROM TRUNK. BACKFILL SOIL NOTE: STAKE ALL EVERGREEN TREES LESS THAN 4" CALIPER. DO NOT STAKE VINE MAPLES. TREES 1 1/2" CALIPER AND LESS SHALL BE STAKED WITH A SINGLE WOOD STAKE UNLESS OTHERWISE SPECIFIED. 3' UNDER FIRST LIMBS OR 5' HIGH. WHICH EVER IS LOWEST. SCARIFY EDGES AND BOTTOM OF HOLE FINISH GRADE BACKFILL SOIL MULCH AS SPECIFIED, KEEP MULCH CLEAR OF SHRUB STEM BASE "CHAIN LOCK" TREE TIES OR BLACK FLEX GARDEN HOSE COVERING TWIST STRANDS AROUND EACH OTHER MIN. 3 GUYS @ 120° APART SET ROOT CROWN NO MORE THAN 4" ABOVE FINISH GRADE MULCH AS SPECIFIED KEEP MULCH CLEAR OF TRUNK BASE CUT AND REMOVE TWINE AND BURLAP FROM TOP AND SIDES OF ROOTBALL. (REMOVE ALL WIRE BASKET) 2"X2" WOOD STAKES OR METAL TREE ANCHORS AS APPROVED. AMENDED NATIVE SOIL/BACKFILL PLANTING MIX PER SPECIFICATIONS TILLED, AMENDED, AND MOUNDED NATIVE SUBSOIL TREE TIE (2) GLAV. STEEL WIRE; LOSE TO ALLOW 4" OFF MOVEMENT IN ALL DIRECTIONS FINISH GRADE CUT AND REMOVE TWINE BURLAP, AND WIRE BASKET FROM TOP AND SIDES OF ROOTBALL. 2"X2"X8' WOOD STAKES SET OUTSIDE ROOTBALL ON WINDWARD AXIS (REMOVE AFTER ONE YEAR) MULCH AS SPECIFIED. KEEP MULCH CLEAR OF TRUNK BASE. DEEPROOT GREEN INFRASTRUCTURE, LLC 101 MONTGOMERY STREET, SUITE 2850, SAN FRANCISCO, CA 94104 INFO@DEEPROOT.COM TEL: 415 781 9700 NOTE: 1.TIE BRIGHTLY COLORED P.V.C. RIBBON ON WIRE GUYS. (MIN. 1 PER GUY.) 2.IN LAWN AREAS CUT TREE CIRCLE AT 12' RADIUS FROM TRUNK. CONCRETE SIDEWALK / LANDSCAPE L4.01 4 4" 6" 2" 1" 2" 1/2" TYP. STAIR EDGE TREATMENT L4.01 5 CULTURED STONE WALL / CONCRETE L4.01 6 L4.01 1 SLOPE TO DRAIN COMPACTED SUBGRADE, DRAIN ROCK6" FILTER FABRIC PLAY AREA DRAINAGE L4.01 8 BENCH L4.01 9 4" CONCRETE SIDEWALK L4.01 1 SCORE JOINT DETAIL L4.01 2 4" 4" L4.01 2 4" CONCRETE, LIGHT BROOM FINISH SEE LAYOUT PLAN FOR SCORING SLOPE VARIES SEE GRADING PLAN SHEETS FOR ELEVATIONS 3/4" COMPACTED CRUSHED ROCK BASE COMPACTED SUBGRADE SCORE JOINT L4.01 1 SEE DETAIL 5 SHEET L4.02 FOR ADDITIONAL INFORMATION. 6"6" 10 " 4" 12 " M I N . 6" CULTURED STONE WALL/WOODCHIPS L4.01 7 6" MI N FINISH GRADE GRADE CHANGE VARIES SEE GRADING PLAN #4 BAR 24 INCHES O.C. EXTEND THRU VOIDS IN CMU BLOCK TO UPPER-MOST COURSE. #4 BAR "L" 24 INCHES O.C. EXTEND THRU VOIDS IN CMU BLOCK MANUFACTURED STONE VENEER 1 2" GROUT JOINTS FILL CMU VOIDS WITH GROUT ACCESSIBLE WOODCHIP COMPACTED 3 4" MINUS CRUSHED ROCK FILTER BLANKET (3) #4 BAR CONTINUOUS. 3" CLR. CENTER VERT. IN FOOTING. DRAIN ROCK L4.02 3 L4.02 3 L4.02 3 30 " M A X . 6"6" 10 " 4" CULTURED STONE RETAINING WALL L4.01 3 MI N . 6" SET LANDSCAPE 4" BELOW TOP OF WALL 6"X6"X12" HOLLOW CONCRETE MASONRY UNIT (CMU) BLOCKS (TYP.) #4 BAR 16 INCHES O.C. EXTEND THRU VOIDS IN CMU BLOCK TO UPPER-MOST COURSE. DRAIN ROCK WRAPPED IN GEOTEXTILE FABRIC. (3) #4 BAR CONTINUOUS. 3" CLR. CENTER VERT. IN FTG. #4 BAR "L" 24 INCHES O.C. EXTEND THRU VOID IN CMU BLOCK .3 4" MINUS COMPACTED CRUSHED ROCK FINSIH GRADE MANUFACTURED STONE VENEER 12" GROUT JOINTS. FILL CMU VOIDS WITH GROUT. 4" DIA. DRAIN TILE TO EXTEND TO DAYLIGHT. MI N . 6" 10 " 4" 6"6" VA R I E S 3 0 " M A X . MANUFACTURED STONE VENEER #4 BAR 16 INCHES O.C. EXTEND THRU VOIDS IN CMU BLOCK TO UPPER-MOST COURSE.1 2" GROUT JOINTS. FILL CMU VOIDS WITH GROUT. 6"X6"X12" HOLLOW CONCRETE MASONRY UNIT (CMU) BLOCKS (TYP.) FINSIH GRADE COMPACTED CRUSHED ROCK 4" CONCRETE, LIGHT BROOM FINISH, SEE LAYOUT PLAN FOR SCORING 4" CRUSHED ROCK BASE #4 BAR "L" 24 INCHES O.C. EXTEND THRU VOID IN CMU BLOCK . (3) #4 BAR CONTINUOUS. 3" CLR. CENTER VERT. IN FTG. GRADE CHANGE VARIES SEE GRADING PLAN GRADE CHANGE VARIES SEE GRADING PLAN L4.01 8 ACCESSIBLE WOOD CHIP PLAYGROUND SURFACING (MEETS ADA STANDARDS) IN ACCORDANCE WITH ASTM-F-1292 ASTM-F-1951 AND CPSC GUIDELINES BENCH MANUFACTURER: VICTOR STANLEY MODEL: THE GREENSITES SERIES CM-324 FINISH: RECYCLED PLASTIC SLATS- COLOR: RECYCLED MAPLE METAL: TITANIUM POWDERCOATED SIZE: 72" LENGTH VICTOR STANLEY P.O. DRAWER 330 - DUNKIRK, MD 20754 USA TOLL FREE: (800) 368-2573 (USA & CANADA) TEL (301) 855-8300 - FAX (410) 257-7579 WEB SITE: HTTP://WWW.VICTORSTANLEY.COM 4" O.D. PERFORATED DRAIN PIPE BY 'ADS', CAP END. SLOPE TO DRAIN, SEE PARK LAYOUT PLAN L2.02 FOR LAYOUT AND NOTES 3/4" MINUS COMPACTED, CRUSHED ROCK COMPACTED SUBGRADE SET CONCRETE 1/4" ABOVE FINISHED GRADEFINISHED GRADE CONCRETE SIDEWALK LIGHT BROOM FINISH SEE LAYOUT PLANS FOR SCORING PLANTING AREA VARIES SEE PLANTING PLAN AND LAYOUT PLANS SPECIFIED BACKFILL PLANTING MIX SCORE CONCRETE FULL LENGTH OF TREAD 1/4" DEPTH. CONCRETE STAIR W/ LIGHT BROOM FINISH. TREAD NOSE RADIUS EDGE OF 8' O.C.8' O.C. LC 12 " D E P T H NOTES: 1.NO SHINER BANDS ON TOOLED JOINTS. 2.PLACE SCORE JOINTS AT MAXIMUM 10' ON CENTER. FOR PAVING SCORING PATTERN SEE LAYOUT PLAN 1 4" 1 4D D 1 4" RADIUS TOOLED EDGES CONCRETE PAVING 1 - L4.01 OPEN SPACE CONSTRUCTION DETAILS N: \ p r o j \ 3 9 5 - 1 0 3 \ 0 9 D r a w i n g s \ 0 7 L a n d s c a p e \ S h e e t s \ P D M O D 2 0 2 2 \ P h 2 \ 3 9 5 1 0 3 . ( L 4 ) O P E N S P A C E - D E T A I L S - P H 2 . d w g - S H E E T : L 4 . 0 1 J a n 1 3 , 2 0 2 2 - 3 : 4 0 p m m i c h e l l e . h u n d l e y TC TI E11/08/02 HCSDCRAEPA AL N EREREGIS OREGON T 513 D REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KMK CONSTRUCTION 395-103 01/14/20221ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 2 CULTURED STONE VENEER L4.02 3 BENCH SURFACE MOUNT L4.02 5 L4.01 1 AREA DRAIN IN LANDSCAPE L4.02 8 PLAY IT SAFE SIGN L4.02 7 6"X6" P.T. POST 30"X30" ALUMINUM PANEL 1" CHAMFER ALL SIDES PLYWOOD 1/4" GALVANIZED COMPACTED SUBGRADE 1-3/4" TIMES ROMAN 3/4" TIMES ROMAN, TYP. 1/2" WHITE BOARDER BACKGROUND COLOR:RECREATIONAL BROWN TEXT AND BOARDER COLOR: WHITE 2" RADIUS, TYP. SIGN ELEVATION 30" 30 " 1' - 3 " 2' - 1 0 " 2' - 6 " 1/ 8 " 1/4" GALVANIZED LAG SCREW LAG SCREW SIGN GRAPHIC ON 3/4" MARINE PLAY IT SAFE PLAY IT SAFE THIS AREA IS DESIGNATED FORCHILDREN 5-12. ADULT SUPERVISION IS RECOMMENDEDPLEASE RESPECT OTHERS, HAVE FUN AND PLAY SAFELY. FUN AND PLAY SAFELY. PLEASE RESPECT OTHERS, HAVE IS RECOMMENDED ADULT SUPERVISION THIS AREA IS DESIGNATED FOR CHILDREN 5-12.CHILDREN 5-12. THIS AREA IS DESIGNATED FOR ADULT SUPERVISION IS RECOMMENDED PLEASE RESPECT OTHERS, HAVE FUN AND PLAY SAFELY. PLAY IT SAFE FRONT BACK SIGN GRAPHIC 3/4" COMPACTED, THE SIZE OF POST CONCRETE COLLAR 2 X CRUSHED ROCK DEPTH VARIES M:\Jurisdictional and Client CAD details\POLYGON\River Terrace Logos\River Terrace Logo Full.jpg M:\Jurisdictional and Client CAD details\POLYGON\River Terrace Logos\River Terrace Logo Full.jpg RIVER TERRACE LOGO PICNIC TABLE L4.02 4 VICTOR STANLEY P.O. DRAWER 330 - DUNKIRK, MD 20754 USA TOLL FREE: (800) 368-2573 (USA & CANADA) TEL (301) 855-8300 - FAX (410) 257-7579 WEB SITE: HTTP://WWW.VICTORSTANLEY.COM PICNIC TABLE MANUFACTURER: VICTOR STANLEY MODEL: THE HOMESTEAD COLLECTION ST-6 TABLE WITH BENCHES FINISH: RECYCLED PLASTIC SLATS, COLOR: RECYCLED MAPLE METAL: TITANIUM POWDERCOATED SIZE: 6' TABLE TOP / SURFACE MOUNT ACCESSIBLE PICNIC TABLE MANUFACTURER: VICTOR STANLEY MODEL: HOMESTEAD COLLECTION - MODEL ST-6, 8' TABLE WITH 6' BENCHES FINISH: RECYCLED PLASTIC SLATS - COLOR: RECYCLED MAPLE METAL: TITANIUM POWDERCOATED SIZE: 8' TABLE TOP, ADA COMPLIANT, SURFACE MOUNT SEE DETAIL 5 SHEET L4.03 FOR ADDITIONAL INFORMATION. L4.01 5 10 " 6" 6" 7" 1/2" 12" TYP.12" 6" 4" 2" 2" 2" 10" CONCRETE STAIR / WOODCHIPS L4.02 6 L4.02 1 1 2" EXPANSION JOINT TS SPOT ELEVATION PROVIDE TROWELED EDGE WITH GROOVES TO RESIST SLIPPERY EDGE HANDRAIL NOT SHOWN 13" TREAD WITH 12" EXPOSURE MIN. BS SPOT ELEVATION (2) #3 BAR #3 BAR CONT. #3 BAR AT 12" O.C. BOTH WAYS TYPICAL COMPACTED SUBGRADE FINISH GRADE VARIES 34" COMPACTED CRUSHED ROCK DEPTH VARIES CONCRETE SIDEWALK LIGHT BROOM FINISH SEE LAYOUT PLANTS FOR SCORING TRASH RECEPTACLE L4.02 2 TRASH RECEPTACLE MANUFACTURER: VICTOR STANLEY MODEL: THE GREENSITES SERIES RTH-SD-36 SIDE-DOOR-OPENING LITTER RECEPTACLE WITH RAIN BONNET LID FINISH: RECYCLED PLASTIC SLATS, COLOR: RECYCLED MAPLE METAL: TITANIUM POWDERCOATED SIZE: 36 GALLON CAPACITY, SURFACE MOUNT SEE DETAIL 2 SHEET L4.03 FOR ADDITIONAL INFORMATION. VICTOR STANLEY P.O. DRAWER 330 - DUNKIRK, MD 20754 USA TOLL FREE: (800) 368-2573 (USA & CANADA) TEL (301) 855-8300 - FAX (410) 257-7579 WEB SITE:VICTORSTANLEY.COM SEE DETAIL 6 SHEET L4.03 FOR ADDITIONAL INFORMATION. 12" 2' - 1 0 " 12" 1/4 HANDRAIL AT STAIR L5.07 3 N.T.S (4) 3/8"x3" WEDGE ANCHORS 4"x4"x3 8" THICK BASE PLATE 11 2" RAIL O.D. PIPE SCHD. 40 STEEL GLAVANIZED AND FINISHED WITH HIGH PERFORMANCE COATING ALL POSTS TO BE VERTICAL AND PLUMB 12 " M I N . 6" ACCESSIBLE WOODCHIP FILTER BLANKET DRAIN ROCK L4.01 8 CULTURED STONE WALL BEYOND CULTURED STONE WALL BEYOND FINISH GRADE VARIES COMPACTED SUBGRADE CONCRETE STAIR BASE ACCESSIBLE WOODCHIP L4.01 8 CONCRETE STAIRSL4.02 6 FINISH GRADE AT PLAY SURFACE. SURFACE MATERIAL TO BE FLUSH WITH TREAD OF STAIR. 11 2" RAIL O.D. PIPE SCHD. 40 STEEL GLAVANIZED AND FINISHED WITH HIGH PERFORMANCE COATING COLOR-BLACK 4" O.D. PERFORATED PIPE L4.01 8 4" O.D. PERFORATED PIPE L4.01 8 STONE VENEER WALL MANUFACTURE: CULTURED STONE SUPPLIER: MUTUAL MATERIALS MATERIAL: CHARDONNAY OLD COUNTRY FIELD STONE CONCRETE PAVEMENT PLANS FOR LOCATION AS SPECIFIED SEE LAYOUT BENCH USE TAMPER RESISTANT NUT IN LEAD SLEEVE 3/4" DIAMETER ANCHOR BOLT 6" TOPSOIL CATCH BASIN INLET FINISHED GRADE CATCH BASIN BY: NDS 1-800-726-1998 WWW.NDSPRO.COM 1200NGB NEXT GENERATION CATCH BASIN WITH UNIVERSAL OUTLET AS NECESSARY 12" X 12" SQUARE CAST IRON GRATE NDS # 1213 ADA COMPLIANT SOLID PIPE SIZE VARIES SEE CIVIL DRAWINGS UNIVERSAL OUTLET OPTIONAL WITH HIGH, MIDDLE AND LOW WITH OFFSET UNIVERSAL OUTLET PART NUMBER 1245 AS NECESSARY PVC PIPE RISER W/ GASKETED JOINT (SEE MANUFACTURER'S REC.) PIPE SIZE VARIES SEE CIVIL DRAWINGS L4.02 OPEN SPACE CONSTRUCTION DETAILS N: \ p r o j \ 3 9 5 - 1 0 3 \ 0 9 D r a w i n g s \ 0 7 L a n d s c a p e \ S h e e t s \ P D M O D 2 0 2 2 \ P h 2 \ 3 9 5 1 0 3 . ( L 4 ) O P E N S P A C E - D E T A I L S - P H 2 . d w g - S H E E T : L 4 . 0 2 J a n 1 3 , 2 0 2 2 - 3 : 4 1 p m m i c h e l l e . h u n d l e y TC TI E11/08/02 HCSDCRAEPA AL N EREREGIS OREGON T 513 D REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KMK CONSTRUCTION 395-103 01/14/20221ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 2 BURY A MIN. OF 13 OF OVERALL MASS OF BOULDER BELOW GRADE. BOULDER MUST REST IN STABLE POSITION FULLY SUPPORTING ITS OWN WEIGHT. SUBGRADE AND SURROUNDING SOIL MUST BE STABLE AND CAPABLE OF SUPPORTING BOULDERS WITHOUT SETTLING. 4" O.D. PERFORATED DRAIN PIPE BY 'ADS', CAP END. SLOPE TO DRAIN, SEE OPEN SPACE LAYOUT PLAN L2.02 FOR LAYOUT AND NOTES. SEE GRADING PLANS FOR ADDITIONAL INFORMATION. CONCRETE (ADA) ACCESS. TO CREATE A SMOOTH TRANSITION BETWEEN CONCRETE CURB, WALKWAY, AND NOTE: FEATHER OUT PLAY SURFACE MATERIAL CRUSHED ROCK 4" OF 3/4"-0" COMPACTED COMPACTED SUBGRADE 4" THICK CONCRETE SIDEWALK CURB BEYOND PLAY AREA ADA ACCESS RAMP L4.03 3 ASTM-F-1951 AND CPSC GUIDELINES IN ACCORDANCE WITH ASTM-F-1292 (MEETS ADA STANDARDS) ACCESSIBLE WOOD CHIP PLAYGROUND SURFACING 4" 4" DOWEL ACCENT BOULDER PLACEMENT L4.03 1 GUARDRAIL ANCHOR IN CONCRETE L4.03 6 CONCRETE CURB / PLAY SURFACE L4.03 4 CONCRETE CURB NOTES: 5. CURBS TO HAVE TROWEL FINISH. 95% OF MAX. DRY DENSITY. 4. COMPACT SUBGRADE & AGGREGATE TO 3. CURB SHALL BE PLACED ON 4"(MIN) AT 15' MAXIMUM SPACING. 1-1/2" DEEP CUT JOINTS TO BE PLACED AT PLAY AREA CURBS. PLACED AT 45' MAXIMUM SPACING 2. EXPANSION JOINTS SHALL BE 3-1/2" SLUMP (MAX). 1. CONCRETE CURBS SHALL BE 3000 PSI MIN. CRUSHED AGGREGATE (3/4"- 0") L4.01 8 SEE DETAIL 4 SHEET L4.02 FOR ADDITIONAL INFORMATION PICNIC TABLE SEE LAYOUT PLANS FOR LOCATION ANCHOR PLATE SIZE VARIES 12" DIA. ANCHOR BOLT W/ TAMPER RESISTANT HEAD IN LEAD SLEEVE CONCRETE SIDEWALK PICNIC TABLE SURFACE MOUNT L4.03 5TRASH RECEPTACLE/ CONCRETE L4.03 2 NOTE: ALL METAL FASTENERS SHALL BE FULLY GALVANIZED. SEE DETAIL 2 SHEET L4.02 FOR ADDITIONAL INFORMATION. TRASH RECEPTACLE AS SPECIFIED INSTALL PLUMB 3 4" SQ CENTER ANCHOR BOLT (1), SECURE PER MANUFACTERS SPECIFICATION CONCRETE PAD SEE LAYOUT PLAN LEVELING FEET WITH A 3 8" DIAM. THREADED STEEL SHAFT 4" DEPTH CRUSHED SURFACING BASE COURSECOMPACTED SUBRGRADE L4.01 1 L4.01 8 F.G. 90° BURY A MIN. OF 13 OF OVERALL MASS OF BOULDER BELOW GRADE. BOULDER MUST REST IN STABLE POSITION FULLY SUPPORTING ITS OWN WEIGHT. SUBGRADE AND SURROUNDING SOIL MUST BE STABLE AND CAPABLE OF SUPPORTING BOULDERS WITHOUT SETTLING. MULCH OR EXISTING DUFF LAYER 4" COMPACTED 3 4" MINUS CRUSHED ROCK UNDISTURBED OR COMPACTED SUBGRADE ANGLE NOT TO BE LESS THAN 90 DEGREES FOR THE TOP 2/3 BOULDER EXPOSURE SIZES TO VARY SIZES TO VARY NOTES: 1. FIELD COORDINATE SELECTION AND PLACEMENT OF BOULDERS WITH LANDSCAPE ARCHITECT. AS MANY SQUARE, FLAT SURFACES AS POSSIBLE, HAND TIGHT JOINTS WITH 3/4" MAX. JOINT BETWEEN BLOCKS. NATURAL GRAY-BROWN COLOR. SEE LAYOUT PLAN 2. PLACEMENT IS TO BE NATURAL AND RANDOM IN APPEARANCE. SIZES SHALL BE PER THE BOULDER SCHEDULE. 3. PLACED BOULDERS SHALL BE INCAPABLE OF ROLLING, PITCHING OR MOVING AFTER PLACEMENT. McGREGOR LAKE BOULDERS - OR APPROVED EQUAL MANUFACTURER: SMITH ROCK INC. 6001 SE JOHNSON CREEK BLVD. PORTLAND, OR 97206 503.771.3110 BOULDER SCHEDULE BOULDER PLACEMENT NOTES: 1. FIELD COORDINATE SELECTION AND PLACEMENT OF STONES WITH LANDSCAPE ARCHITECT. NATURAL GRAY-BROWN COLOR. 2. PLACEMENT IS TO BE NATURAL AND RANDOM IN APPEARANCE. SIZES SHALL BE PER THE BOULDER SCHEDULE. 3. PLACED BOULDERS SHALL BE INCAPABLE OF ROLLING, PITCHING OR MOVING AFTER PLACEMENT. BOULDER WALL MATRIX BOULDER RETAINING WALL L4.03 7 PLACE VARIED SIZED BOULDERS HAND TIGHT PER MATRIX TO CREATE A BOULDER WALL. SEE DETAIL LAYOUT PLAN FOR BOULDER PLACEMENT PLANTING AREA VARIES SEE PLANTING PLAN AND LAYOUT PLANS FINISH GRADE 6" SPECIFIED BACKFILL PLANTING MIX 6" COMPACTED 34" MINUS CRUSHED ROCK COMPACTED SUBGRADE SIZES TO VARY FINISH GRADE VARIES 6" COMPACTED 3 4" MINUS CRUSHED ROCK UNDISTURBED OR COMPACTED SUBGRADE FINISH GRADE VARIES BURY A MIN. OF 13 OF OVERALL MASS OF BOULDER BELOW GRADE. BOULDER MUST REST IN STABLE POSITION FULLY SUPPORTING ITS OWN WEIGHT. SUBGRADE AND SURROUNDING SOIL MUST BE STABLE AND CAPABLE OF SUPPORTING BOULDERS WITHOUT SETTLING. DRAINAGE GEOTEXTILE FABRIC DRAINAGE GEOTEXTILE FABRIC 6"SET FINISHED GRADE FOR LAWN 1/2" BELOW TOP OF CURB FINISH GRADE AT PLAY SURFACE. SURFACE MATERIAL TO BE FLUSH WITH TOP OF CURB. ACCESSIBLE WOODCHIP PLAYGROUND SURFACING DRAIN ROCK 34" COMPACTED CRUSHED ROCK COMPACTED SUBGRADE 12 " 6" 7 3/4" 1" R1 2" R CAST-IN-PLACE CONCRETE CURB. CONDITION VARIES SEE LAYOUT PLANS. WHERE LAWN OCCURS, HOLD FINISHED LAWN 1 2" BELOW TOP OF CURB FILTER BLANKET McGREGOR LAKE BOULDERS - OR APPROVED EQUAL MANUFACTURER: SMITH ROCK INC. 6001 SE JOHNSON CREEK BLVD. PORTLAND, OR 97206 503.771.3110 ANCHOR BOLTS5/8" HOLES FOR 5/8" X 6" FLANGE 6" 1/2" DIA. ANCHOR BOLT W/ TAMPER RESISTANT HEAD IN LEAD SLEEVE 5/8" X 6" FLANGE 4" GUARDRAIL 4" L4.01 1 L4.05 4 6'-0" 1:12 MAX. SLOPE 12 " 6" 4" CONCRETE (ADA) ACCESS ROUTE, LIGHT BROOM FINISH PERPENDICULAR TO RAMP DIRECTION (NO SHINERS), SEE LAYOUT PLAN FOR LOCATION. C B A B HEIGHT DIAMETER QUANTITY A 2'18"-24"4 2'-6"24"-30"3 TOTAL 9 KEY C 1'-6"12"-18"2 B HEIGHT DIAMETER QUANTITY A 31 2'18"-24"16 2'-6"24"-30" 47TOTAL BA L4.03 OPEN SPACE CONSTRUCTION DETAILS N: \ p r o j \ 3 9 5 - 1 0 3 \ 0 9 D r a w i n g s \ 0 7 L a n d s c a p e \ S h e e t s \ P D M O D 2 0 2 2 \ P h 2 \ 3 9 5 1 0 3 . ( L 4 ) O P E N S P A C E - D E T A I L S - P H 2 . d w g - S H E E T : L 4 . 0 3 J a n 1 3 , 2 0 2 2 - 3 : 4 1 p m m i c h e l l e . h u n d l e y TC TI E11/08/02 HCSDCRAEPA AL N EREREGIS OREGON T 513 D REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KMK CONSTRUCTION 395-103 01/14/20221ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 2 TYP. 3" AL I G N W I T H R A D I U S PO I N T RA D I U S V A R I E S 10" 8'-0" MAX. EQUAL SP A C I N G EQ. EQ. 36" MAX. 36" MAX. VA R I E S CU R B A L L D E C K E D G E S OVERLOOK SECTION L4.04 1 OVERLOOK PLAN L4.04 3 30 " M A X . NOTE: 1. ALL NAILS, FASTENERS, AND HANGERS ARE TO BE GALVANIZED OR HAVE "Z-MAX" COATING. 2. ALL WOOD - PRESERVATIVE - TREATED MATERIALS ARE TO COMPLY WITH APPLICABLE REQUIREMENTS OF AWPA C2. 3. DO NOT USE CHEMICALS CONTAINING CHROMIUM OR ARSENIC. 4. PRESSURE TREAT ABOVEGROUND ITEMS WITH WATERBORNE PRESERVATIVES TO A MINIMUM RETENTION OF 0.25 LB/CU. FT. (4.0 KG/CU. M) AFTER TREATMENT, KILN - DRY. 5. PRESSURE TREAT WOOD MEMBERS IN CONTACT WITH GROUND WITH WATERBORNE PRESERVATIVES TO A MINIMUM RETENTION OF 0.40 LB/CU. FT. (6.4 KG/CU. M) BENCH OUTLINE AS SPECIFIED SEE LAYOUT PLANS FOR LOCATION L4.01 9 FREESTANDING WALL / LANDSCAPE L4.04 2 MI N . 6" 10 " 4" 6"6" L4.02 3 MANUFACTURED STONE VENEER #4 BAR 16 INCHES O.C. EXTEND THRU VOIDS IN CMU BLOCK TO UPPER-MOST COURSE. VA R I E S 3 0 " M A X . 1 2" GROUT JOINTS. FILL CMU VOIDS WITH GROUT. 6"X6"X12" HOLLOW CONCRETE MASONRY UNIT (CMU) BLOCKS (TYP.) FINSIH GRADE COMPACTED CRUSHED ROCK #4 BAR "L" 24 INCHES O.C. EXTEND THRU VOID IN CMU BLOCK . (3) #4 BAR CONTINUOUS. 3" CLR. CENTER VERT. IN FTG. GRADE CHANGE VARIES SEE GRADING PLAN CULTURED STONE PLAN WITH HANDRAIL RAILING CORNER DETAIL PLAN TRIM END TO MAKE FLUSH WITH SIDE RAIL SEE RAILING CORNER DETAIL ABOVE ANGLE TO MEET POST CORNER SECURE RAILING WITH #10 X 3 1/2" DECK SCREWS SECURE WITH #10 X 2 1/2" DECK SCREWS 1 X 3 TRIM 1/2" X 10 1/2" GALV. HEX BOLT, NUTS AND WASHERS 2 X 4 X 12 BLOCK 4 X 4 CURB SECURE RAILING WITH #10 X 3 1/2" DECK SCREWS 6X6 POST BELOW. EXTEND TO RAILING HEIGHT. SEE DETAIL 1 / L5.05 1 X 4 DECK TRIM RAILING BUTT JOINT 2- 1 / 4 " 3" EQUAL SP A C I N G 8'-0" MAX . 10" 2 X 4 RAIL 5'-0" 2 X 8 RAIL CAP 2 X 4 TOE KICK 42 " NOTES: EQ EQ EQ 1.SEE STRUCTURAL FOR CONNECTIONS OF DECKING AND RAILING NOT NOTED IN THIS DETAIL. EASE RAIL EDGES TO 1/4" RADIUS 1'-6" 3/4" CHAMFER BOTH CORNERS AT RAIL ENDS (TYP.) 2 X 4 RAIL SECURE WITH 1/4" X 7 1/2" GALV. HEX HEAD BOLTS, NUTS AND WASHERS. TYPICAL ALL RAILS. TWO BOLTS PER CONNECTION MIN. SECURE WITH #10 X 3 1/2" DECK SCREWS BENCH AS SPECIFIED SEE LAYOUT PLANS FOR LOCATION 1/2" X 6" GALV. HEX BOLT, NUTS AND WASHERS 6 X 6 POST (TYP.) TYP. 2 X 6 DECKING, EXISTING SOILS EXISTING GRADE (VARIES) 4 X 10 BEAM 6 X 6 POST, MAX. 8' O.C. EQ EQ SIMPSON LU26 JOIST HANGER, (TYP.) 2 X 8 BLOCKING, USE (3) 16d GALV. NAILS PER SIDE, TYP. 2 X 8 HEADER, NOTE: ALL WOOD TO BE PRESERVATIVE TREATED (PT). ALL DECKING AND RAILING CAPS TO BE RECYCLED MATERIAL: PRODUCT DURAWOOD 2 X 8 JOIST, CONNECT TO 4 X 8 BEAM W/ SIMPSON - LUS26 JOIST HANGER, (TYP.) 1 X 4 DECK TRIM 2 X 8 JOISTS DF #1 (TYP) EDGE OF DECK W/ 4 X 4 CURB AND BLOCKING, TYP.2 X 6 DECKING SECURE WITH #10 X 3" GALV. DECK SCREWS EQ THICKENED SIDEWALK EDGE AT DECK EDGE 45 4" 8" 4" FINISH GRADE BEYOND 4" HANGER AT POST SIMPSON HUSC48 4 X 10 BEAM TYP EMBED POST IN FOOTING SIMPSON EPC CAP, PREDRILL CAP FOR HANGER NAILS. NOTE: 1.ALL BOLTED CONNECTIONS TO HAVE FLAT WASHERS BOTH SIDES AND HEX NUT TYPICAL. 2.HDPE 2 X 6 DECKING AS SUPPLIED BY TIMBERTECH DOCKSIDER COLLECTION PHONE 1-800-307-7780 WWW.TIMBERTECH.COM 888 N.KEYSER AVE. SCRANTON, PA 18504 COLOR: CEDAR DECK SCREW- 2X6:#10, 2 3/4" FLAT HEAD MIN. STAINLESS STEEL CAST IN PLACE (W/SONO TUBE) CONC. FOOTING 14" DIA X 36" DEPTH 6" DEPTH, 3/4" MINUS COMPACTED CRUSHED ROCK MI N . 14" 36 " MI N . 9" MI N . 6" 1 X 3 TRIM SECURE WITH #10 X 2 1/2" DECK SCREWS L4.04 OPEN SPACE CONSTRUCTION DETAILS N: \ p r o j \ 3 9 5 - 1 0 3 \ 0 9 D r a w i n g s \ 0 7 L a n d s c a p e \ S h e e t s \ P D M O D 2 0 2 2 \ P h 2 \ 3 9 5 1 0 3 . ( L 4 ) O P E N S P A C E - D E T A I L S - P H 2 . d w g - S H E E T : L 4 . 0 4 J a n 1 3 , 2 0 2 2 - 3 : 4 1 p m m i c h e l l e . h u n d l e y TC TI E11/08/02 HCSDCRAEPA AL N EREREGIS OREGON T 513 D REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KMK CONSTRUCTION 395-103 01/14/20221ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 2 ROUNDABOUT ELEVATION A-A L4.05 5 BOULDER RETAINING WALL L4.03 7 FINISH GRADE ACCENT BOULDERS L4.03 1 FINISH GRADE ™ ® ™ TRASH DETAIL - MANUFACTURER L4.05 2BENCH DETAIL - MANUFACTURER L4.05 1 2.7241 3.7800 (10) 5/8" I.D. anchor bolt holes (Anchor bolts provided by others) * All dimensions are in Inches * TM Standard 6 Foot Length Standard Surface Mount Shown With Optional Recycled Second Site Systems 2" x 4"'s PRODUCT SPECIFICATIONS P.O. DRAWER 330 - DUNKIRK, MD 20754 USAVictor Stanley, Inc. CADD Department PICNIC TABLE - MANUFACTURER L4.05 3 4 Slats are installed in the same configuration as wood slats. U.S. Patent Pending 3 The holes are covered with filler material. The steel bar is inserted and the fasteners are driven into precisely- located countersunk holes. 2 1 Each slat is precision- machined to receive a steel spine and fasteners. TM SECOND SITE SYSTEMS DETAIL RECYCLED CUT SECTION All fabricated components are steel shot-blasted, etched, phosphatized and electrostatically powder-coated with TGIC polyester powder coatings. The ST-6 Rectangular table top is comprised of (8) 2" x 4" (nominal) recycled woodslats are thru-bolted to steel support braces Each seat consists of (3) 2" x 4" (nominal) recycled woodslats * For your convenience and economy, this table is shipped partially unassembled * Copyright 1998 Victor Stanley, Inc. All Rights Reserved. Finished grade All specifications are subject to change. Please contact factory for details. FRONT VIEW ST-6 PERSPEC T I V E TEL (301) 855-8300 - FAX (410) 257-7579 DRAWN R.D.N.REV. 8/6/98 VIEWS 6 PG 1 OF 2 GUARDRAIL L4.05 4 STANDARD RAIL STYLE WITH WIDE SLATS AND A CONTEMPORARY SQUARE TOP RAIL MATERIAL- EXTRUDED ALUMINUM FINISH- GALVANIZED ALLAN BLOCK WALL SEE DETAILS SHEET L3.06 L4.05 OPEN SPACE FURNITURE DETAILS N: \ p r o j \ 3 9 5 - 1 0 3 \ 0 9 D r a w i n g s \ 0 7 L a n d s c a p e \ S h e e t s \ P D M O D 2 0 2 2 \ P h 2 \ 3 9 5 1 0 3 . ( L 4 ) O P E N S P A C E - D E T A I L S - P H 2 . d w g - S H E E T : L 4 . 0 5 J a n 1 3 , 2 0 2 2 - 3 : 4 1 p m m i c h e l l e . h u n d l e y TC TI E11/08/02 HCSDCRAEPA AL N EREREGIS OREGON T 513 D REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KMK CONSTRUCTION 395-103 01/14/20221ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 2 L4.06 OPEN SPACE PLAYGROUND EQUIPMENT DETAILS N: \ p r o j \ 3 9 5 - 1 0 3 \ 0 9 D r a w i n g s \ 0 7 L a n d s c a p e \ S h e e t s \ P D M O D 2 0 2 2 \ P h 2 \ 3 9 5 1 0 3 . ( L 4 ) O P E N S P A C E - D E T A I L S - P H 2 . d w g - S H E E T : L 4 . 0 6 J a n 1 3 , 2 0 2 2 - 3 : 4 1 p m m i c h e l l e . h u n d l e y TC TI E11/08/02 HCSDCRAEPA AL N EREREGIS OREGON T 513 D REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KMK CONSTRUCTION 395-103 01/14/20221ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 2 PLAY CRITTERS NORTHWEST PLAYGROUND EQUIPMENT MANUFACTURER: CRE8PLAY 612.670.8195 WWW.CRE8PLAY.COM OR APPROVED EQUAL LS- (3) LADYBUG STEPPERS LS- (3) 16" LOG STEPPERS- 5-12 LINK LS- (5) 24" LOG STEPPERS- 5-12 LINK LB- (2) 48" LOG BALANCE BEAM- 5-12 LINK PLAY EQUIPMENT DETAIL L4.06 1 PLAY CRITTERS PLACE AND INSTALL PER MANUFACTURER'S RECOMMENDATIONS 138 STRW 118 SF 141 STRW 123 SF 121 STRW 105 SF 39 STRW 34 SF 209 STRW 182 SF 366 STRW 317 SF 31 STRW 26 SF 12 MOND 10 SF 9 MOND 8 SF 205 MOND 178 SF 99 MOND 87 SF 75 MOND 65 SF 29 BLIL 25 SF 11 THAI 21 SF 20 THAI 40 SF 23 BFES 45 SF 59 BFES 113 SF 20 IRIS 40 SF 17 DAYL 94 SF 10 DAYL 53 SF 6 DAYL 33 SF 24 IRIS 47 SF 14 IRIS 27 SF 16 DAYL 89 SF 13 DAYL 68 SF 5 OATS 26 SF 6 OATS 31 SF 17 BFES 33 SF 15 OATS 80 SF 2 OATS 12 SF 8 OATS 42 SF 8 FOUN 42 SF 15 FOUN 79 SF 11 FOUN 62 SF 5 FOUN 28 SF 3 FOUN 12 SF 3 FOUN 17 SF 6 FOUN 35 SF 36 MOND 31 SF 36 STRW 31 SF 68 STRW 8 OATS 44 SF 22 STRW 19 SF CRUSHED ROCK PATH 19 BLIL 17 SF SW RIVER TERRACE BOULEVARD NEIGHBORHOOD PARK SEE PLANTING SET FOR PLANTINGS THIS AREA NOTES: 1.SEE SHEET L1.01-L1.06 FOR STREET TREE PLANTING PLANS. 2.SEE SHEET L5.10 FOR PLANTING CONSTRUCTION DETAILS, NOTES, & LEGEND. 3.SEE CIVIL DRAWINGS FOR GRADING OF SIDEWALK & BUILDING FINISHED ELEVATIONS. 4.QUANTITIES ARE TO MATCHLINES. 5.SEE SHEET L2.01 FOR ROUNDABOUT LAYOUT PLAN 7.LANDSCAPE AREAS WILL BE PROVIDED WITH AN AUTOMATIC UNDERGROUND IRRIGATION SYSTEM. SEE IRRIGATION DRAWING. 8.SEE CIVIL PLANS FOR IRRIGATION METER LOCATIONS. 9.SEE CIVIL DRAWINGS FOR POWER TO CONTROLLER. ELECTRICAL SERVICE TO BE A MOBILE HOME STAB IN. SW ROY ROGERS RD. (C.R. NO. 3150) SW RIVER TERRACE BLVD SW P E R T H R O A D SW 165TH AVENUE KE Y M A P RIVER TERRACE BLVD - PLANTING PLAN1 N: \ p r o j \ 3 9 5 - 1 0 3 \ 0 9 D r a w i n g s \ 0 7 L a n d s c a p e \ S h e e t s \ P D M O D 2 0 2 2 \ P h 2 \ 3 9 5 1 0 3 . ( L 5 ) B L V D - P L A N T - P H 2 . d w g - S H E E T : L 5 . 0 1 J a n 1 3 , 2 0 2 2 - 3 : 4 1 p m m i c h e l l e . h u n d l e y TC TI E11/08/02 HCSDCRAEPA AL N EREREGIS OREGON T 513 D REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KMK CONSTRUCTION 395-103 01/14/20221ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 2 MA T C H L I N E S E E S H E E T L 5 . 0 2 1 2 L5.01 RIVER TERRACE BLVD AREA 1 PLANTING PLAN 3 4 5 6 7 8 9 1 INCH 10 FEET SCALE 010 5 10 NOTE: THE IRRIGATION SYSTEM IS DESIGN BUILD. ALL IRRIGATION COMPONENTS ARE TO BE SUPPLIED AND INSTALLED PER THE IRRIGATION SPECIFICATIONS. FOR SOUTH RIVER TERRACE BOULEVARD STREET TREES, SEE DRAWINGS L1.01- L1.07 SOUTH RIVER TERRACE CONSTRUCTION DOCUMENTS. COORDINATE. 39 STRW 34 SF 209 STRW 182 SF 366 STRW 317 SF 31 STRW 26 SF 43 STRW 37 SF 51 STRW 44 SF102 STRW 89 SF 29 STRW 25 SF 430 STRW 372 SF 185 STRW 161 SF 283 STRW 246 SF 9 MOND 8 SF 205 MOND 178 SF 53 MOND 46 SF 11 MOND 10 SF 37 MOND 32 SF 238 MOND 207 SF 29 BLIL 25 SF 22 BLIL 19 SF 7 THAI 13 SF 16 THAI 32 SF 8 THAI 16 SF 20 THAI 40 SF 23 THAI 45 SF 23 BFES 45 SF 46 BFES 89 SF 91 THAI 180 SF 140 BLIL 123 SF 27 BFES 54 SF 23 BFES 45 SF 33 IRIS 64 SF 9 IRIS 17 SF 7 IRIS 13 SF 13 DAYL 68 SF 17 DAYL 90 SF 10 DAYL 53 SF 7 DAYL 36 SF 2 OATS 12 SF 8 OATS 42 SF 8 OATS 41 SF 9 OATS 48 SF 15 FOUN 80 SF 12 FOUN 67 SF 7 FOUN 38 SF 8 FOUN 42 SF 5 FOUN 28 SF 7 FOUN 37 SF 7 FOUN 32 SF 9 FOUN 48 SF 7 FOUN 36 SF 20 FOUN 107 SF 68 STRW 59 SF 8 OATS 44 SF 22 STRW 19 SF 8 THAI 16 SF 48 STRW 42 SF 116 BLIL 101 SF CRUSHED ROCK PATH19 BLIL 17 SF SW E V E R T O N S T R E E T SW RIVER TERRACE BOULEVARD SW RIVER TERRACE BOULEVARD NOTES: 1.SEE SHEET L1.01-L1.06 FOR STREET TREE PLANTING PLANS. 2.SEE SHEET L5.10 FOR PLANTING CONSTRUCTION DETAILS, NOTES, & LEGEND. 3.SEE CIVIL DRAWINGS FOR GRADING OF SIDEWALK & BUILDING FINISHED ELEVATIONS. 4.QUANTITIES ARE TO MATCHLINES. 5.SEE SHEET L2.01 FOR ROUNDABOUT LAYOUT PLAN 7.LANDSCAPE AREAS WILL BE PROVIDED WITH AN AUTOMATIC UNDERGROUND IRRIGATION SYSTEM. SEE IRRIGATION DRAWING. 8.SEE CIVIL PLANS FOR IRRIGATION METER LOCATIONS. 9.SEE CIVIL DRAWINGS FOR POWER TO CONTROLLER. ELECTRICAL SERVICE TO BE A MOBILE HOME STAB IN. SW ROY ROGERS RD. (C.R. NO. 3150) SW RIVER TERRACE BLVD SW P E R T H R O A D SW 165TH AVENUE KE Y M A P RIVER TERRACE BLVD - PLANTING PLAN2 N: \ p r o j \ 3 9 5 - 1 0 3 \ 0 9 D r a w i n g s \ 0 7 L a n d s c a p e \ S h e e t s \ P D M O D 2 0 2 2 \ P h 2 \ 3 9 5 1 0 3 . ( L 5 ) B L V D - P L A N T - P H 2 . d w g - S H E E T : L 5 . 0 2 J a n 1 3 , 2 0 2 2 - 3 : 4 2 p m m i c h e l l e . h u n d l e y TC TI E11/08/02 HCSDCRAEPA AL N EREREGIS OREGON T 513 D REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KMK CONSTRUCTION 395-103 01/14/20221ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 2 MA T C H L I N E S E E S H E E T L 5 . 0 3 L5.02 RIVER TERRACE BLVD AREA 2 PLANTING PLAN MA T C H L I N E S E E S H E E T L 5 . 0 1 1 2 3 4 5 6 7 8 9 1 INCH 10 FEET SCALE 010 5 10 NOTE: THE IRRIGATION SYSTEM IS DESIGN BUILD. ALL IRRIGATION COMPONENTS ARE TO BE SUPPLIED AND INSTALLED PER THE IRRIGATION SPECIFICATIONS. FOR SOUTH RIVER TERRACE BOULEVARD STREET TREES, SEE DRAWINGS L1.01- L1.07 SOUTH RIVER TERRACE CONSTRUCTION DOCUMENTS. COORDINATE. 2 DAYL 9 SF 51 STRW 44 SF 49 STRW 43 SF 5 BFES 10 SF 18 STRW 16 SF 185 STRW 161 SF 283 STRW 246 SF 41 STRW 36 SF 45 STRW 39 SF 29 STRW 24 SF 213 STRW 185 SF 163 STRW 142 SF 11 MOND 10 SF 37 MOND 32 SF 33 MOND 29 SF 125 MOND 109 SF 20 THAI 40 SF 20 THAI 40 SF 102 THAI 200 SF 35 THAI 68 SF 15 THAI 30 SF 14 THAI 28 SF 23 THAI 45 SF 7 THAI 13 SF 140 BLIL 123 SF 75 BFES 146 SF 24 BFES 47 SF 13 BFES 25 SF 24 BLIL 21 SF 7 IRIS 14 SF 7 IRIS 13 SF 7 DAYL 37 SF 23 DAYL 121 SF 21 DAYL 118 SF 10 DAYL 53 SF 12 OATS 65 SF 10 OATS 56 SF 9 OATS 48 SF 8 OATS 41 SF 3 FOUN 18 SF 9 FOUN 48 SF 15 FOUN 80 SF 10 FOUN 55 SF 11 FOUN 58 SF 9 FOUN 48 SF 16 FOUN 85 SF 9 FOUN 48 SF 15 FOUN 80 SF 7 FOUN 32 SF 7 FOUN 36 SF 4 FOUN 23 SF 263 STRW 229 SF 8 THAI 16 SF 135 MOND 117 SF 48 STRW 42 SF 116 BLIL 101 SF 47 STRW 41 SF 26 IRIS 50 SF93 MOND 81 SF 369 STRW 321 SF 374 STRW 325 SF 298 STRW 259 SF 5 OATS 25 SF 2 FOUN 8 SF CRUSHED ROCK PATH19 BLIL 17 SF 28 BLIL 24 SF 248 MOND 216 SF SW R U B I C O N L A N E SW RIVER TERRACE BOULEVARD NOTES: 1.SEE SHEET L1.01-L1.06 FOR STREET TREE PLANTING PLANS. 2.SEE SHEET L5.10 FOR PLANTING CONSTRUCTION DETAILS, NOTES, & LEGEND. 3.SEE CIVIL DRAWINGS FOR GRADING OF SIDEWALK & BUILDING FINISHED ELEVATIONS. 4.QUANTITIES ARE TO MATCHLINES. 5.SEE SHEET L2.01 FOR ROUNDABOUT LAYOUT PLAN 7.LANDSCAPE AREAS WILL BE PROVIDED WITH AN AUTOMATIC UNDERGROUND IRRIGATION SYSTEM. SEE IRRIGATION DRAWING. 8.SEE CIVIL PLANS FOR IRRIGATION METER LOCATIONS. 9.SEE CIVIL DRAWINGS FOR POWER TO CONTROLLER. ELECTRICAL SERVICE TO BE A MOBILE HOME STAB IN. SW ROY ROGERS RD. (C.R. NO. 3150) SW RIVER TERRACE BLVD SW P E R T H R O A D SW 165TH AVENUE KE Y M A P RIVER TERRACE BLVD - PLANTING PLAN3 N: \ p r o j \ 3 9 5 - 1 0 3 \ 0 9 D r a w i n g s \ 0 7 L a n d s c a p e \ S h e e t s \ P D M O D 2 0 2 2 \ P h 2 \ 3 9 5 1 0 3 . ( L 5 ) B L V D - P L A N T - P H 2 . d w g - S H E E T : L 5 . 0 3 J a n 1 3 , 2 0 2 2 - 3 : 4 2 p m m i c h e l l e . h u n d l e y TC TI E11/08/02 HCSDCRAEPA AL N EREREGIS OREGON T 513 D REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KMK CONSTRUCTION 395-103 01/14/20221ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 2 MA T C H L I N E S E E S H E E T L 5 . 0 4 MA T C H L I N E S E E S H E E T L 5 . 0 2 1 2 3 4 5 6 7 8 9 L5.03 RIVER TERRACE BLVD AREA 3 PLANTING PLAN 1 INCH 10 FEET SCALE 010 5 10 NOTE: THE IRRIGATION SYSTEM IS DESIGN BUILD. ALL IRRIGATION COMPONENTS ARE TO BE SUPPLIED AND INSTALLED PER THE IRRIGATION SPECIFICATIONS. FOR SOUTH RIVER TERRACE BOULEVARD STREET TREES, SEE DRAWINGS L1.01- L1.07 SOUTH RIVER TERRACE CONSTRUCTION DOCUMENTS. COORDINATE. 94 STRW 82 SF 227 STRW 199 SF 45 STRW 39 SF 213 STRW 185 SF 79 STRW 69 SF 32 STRW 28 SF 33 MOND 29 SF 31 MOND 27 SF 35 MOND 30 SF 125 MOND 109 SF 59 MOND 51 SF 84 MOND 73 SF 30 MOND 26 SF 77 BLIL 67 SF 77 BLIL 67 SF 51 BLIL 44 SF 49 THAI 95 SF 27 THAI 53 SF 35 THAI 68 SF 15 THAI 29 SF 32 THAI 62 SF 20 THAI 40 SF 8 THAI 16 SF 87 THAI 169 SF 27 BFES 53 SF 8 THAI 16 SF 29 BFES 58 SF 120 BLIL 104 SF 26 IRIS 51 SF 8 IRIS 16 SF 22 BFES 43 SF 9 IRIS 17 SF 7 IRIS 14 SF 7 IRIS 14 SF 18 IRIS 35 SF 5 IRIS 9 SF 20 DAYL 108 SF 30 DAYL 160 SF 7 DAYL 36 SF 3 DAYL 18 SF 4 DAYL 23 SF 9 DAYL 46 SF 5 DAYL 34 SF 8 OATS 41 SF 24 OATS 127 SF 16 OATS 86 SF 11 OATS 58 SF 10 FOUN 53 SF 7 FOUN 38 SF 10 FOUN 54 SF 20 FOUN 107 SF 12 FOUN 66 SF 11 THAI 22 SF 4 FOUN 21 SF 7 FOUN 37 SF 7 FOUN 34 SF4 FOUN 22 SF 9 FOUN 48 SF 9 FOUN 48 SF 11 FOUN 57 SF 22 FOUN 119 SF 14 FOUN 73 SF 36 FOUN 193 SF 26 FOUN 143 SF 4 FOUN 21 SF 16 THAI 33 SF 9 OATS 50 SF 5 OATS 27 SF 47 STRW 41 SF 26 IRIS 50 SF 369 STRW 321 SF 374 STRW 325 SF 298 STRW 259 SF 5 OATS 25 SF 2 FOUN 8 SF 11 FOUN 57 SF 343 STRW 298 SF CRUSHED ROCK PATH 13 OATS 248 MOND 216 SF 150 STRW 130 SF 136 STRW SW RIVER TERRACE BOULEVARD NOTES: 1.SEE SHEET L1.01-L1.06 FOR STREET TREE PLANTING PLANS. 2.SEE SHEET L5.10 FOR PLANTING CONSTRUCTION DETAILS, NOTES, & LEGEND. 3.SEE CIVIL DRAWINGS FOR GRADING OF SIDEWALK & BUILDING FINISHED ELEVATIONS. 4.QUANTITIES ARE TO MATCHLINES. 5.SEE SHEET L2.01 FOR ROUNDABOUT LAYOUT PLAN 7.LANDSCAPE AREAS WILL BE PROVIDED WITH AN AUTOMATIC UNDERGROUND IRRIGATION SYSTEM. SEE IRRIGATION DRAWING. 8.SEE CIVIL PLANS FOR IRRIGATION METER LOCATIONS. 9.SEE CIVIL DRAWINGS FOR POWER TO CONTROLLER. ELECTRICAL SERVICE TO BE A MOBILE HOME STAB IN. SW ROY ROGERS RD. (C.R. NO. 3150) SW RIVER TERRACE BLVD SW P E R T H R O A D SW 165TH AVENUE KE Y M A P RIVER TERRACE BLVD - PLANTING PLAN4 N: \ p r o j \ 3 9 5 - 1 0 3 \ 0 9 D r a w i n g s \ 0 7 L a n d s c a p e \ S h e e t s \ P D M O D 2 0 2 2 \ P h 2 \ 3 9 5 1 0 3 . ( L 5 ) B L V D - P L A N T - P H 2 . d w g - S H E E T : L 5 . 0 4 J a n 1 3 , 2 0 2 2 - 3 : 4 2 p m m i c h e l l e . h u n d l e y TC TI E11/08/02 HCSDCRAEPA AL N EREREGIS OREGON T 513 D REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KMK CONSTRUCTION 395-103 01/14/20221ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 2 MA T C H L I N E S E E S H E E T L 5 . 0 5 MA T C H L I N E S E E S H E E T L 5 . 0 3 1 2 3 4 5 6 7 8 9 L5.04 RIVER TERRACE BLVD AREA 4 PLANTING PLAN 1 INCH 10 FEET SCALE 010 5 10 NOTE: THE IRRIGATION SYSTEM IS DESIGN BUILD. ALL IRRIGATION COMPONENTS ARE TO BE SUPPLIED AND INSTALLED PER THE IRRIGATION SPECIFICATIONS. FOR SOUTH RIVER TERRACE BOULEVARD STREET TREES, SEE DRAWINGS L1.01- L1.07 SOUTH RIVER TERRACE CONSTRUCTION DOCUMENTS. COORDINATE. 38 RUSH 33 SF 23 RUSH 19 SF 37 RUSH 32 SF 36 ASTR 31 SF 31 ASTR 27 SF 435LM 30 SF 22 ASTR 19 SF 17 COLM 15 SF 45 STRW 38 SF 31 STRW 26 SF 6 FOUN 30 SF 11 FOUN 62 SF 29 STRW 24 SF 7 FOUN 33 SF 14 IRIS 27 SF 14 IRIS 27 SF 227 STRW 199 SF 55 MOND 48 SF 22 FOUN 119 SF 134 THAI 262 SF 118 THAI 234 SF 23 BFES 44 SF 33 BFES 65 SF 19 DAYL 104 SF 7 DAYL 39 SF 8 DAYL 44 SF 10 FOUN 53 SF 7 FOUN 38 SF 14 FOUN 22 FOUN 120 SF19 OATS 110 SF 45 STRW 39 SF 11 FOUN 57 SF 61 STRW 53 SF 343 STRW 298 SF 7 YARR 14 SF 11 YARR 20 SF 17 YARR 35 SF 11 YARR 21 SF 33 RUSH 29 SF 10 YARR 20 SF 12 FOUN 68 SF 10 FOUN 54 SF 13 OATS 69 SF 20 OATS 110 SF 36 THAI 70 SF 120 MOND 104 SF 83 MOND 72 SF 37 THAI 71 SF 5 IRIS 16 SF 4 DAYL 23 SF LAWN 748 SF LAWN 1243 SF 61 SF 5 THAI 10 SF 11 THAI 22 SF 6 IRIS 11 SF 24 THAI 46 SF 84 MOND 73 SF 62 MOND 54 SF 6 IRIS 11 SF LAWN 1017 SF 33 THAI 65 SF 7 FOUN 40 SF LAWN 45 SF 6 OATS 33 SF 123 STRW 107 SF117 MOND 102 SF 21 BLIL 18 SF 53 MOND 46 SF 136 STRW 122 SF SW P E R T H R O A D SW R I V E R T E R R A C E BOU L E V A R D NOTES: 1.SEE SHEET L1.01-L1.06 FOR STREET TREE PLANTING PLANS. 2.SEE SHEET L5.10 FOR PLANTING CONSTRUCTION DETAILS, NOTES, & LEGEND. 3.SEE CIVIL DRAWINGS FOR GRADING OF SIDEWALK & BUILDING FINISHED ELEVATIONS. 4.QUANTITIES ARE TO MATCHLINES. 5.SEE SHEET L2.01 FOR ROUNDABOUT LAYOUT PLAN 7.LANDSCAPE AREAS WILL BE PROVIDED WITH AN AUTOMATIC UNDERGROUND IRRIGATION SYSTEM. SEE IRRIGATION DRAWING. 8.SEE CIVIL PLANS FOR IRRIGATION METER LOCATIONS. 9.SEE CIVIL DRAWINGS FOR POWER TO CONTROLLER. ELECTRICAL SERVICE TO BE A MOBILE HOME STAB IN. SW ROY ROGERS RD. (C.R. NO. 3150) SW RIVER TERRACE BLVD SW P E R T H R O A D SW 165TH AVENUE KE Y M A P RIVER TERRACE BLVD - PLANTING PLAN5 N: \ p r o j \ 3 9 5 - 1 0 3 \ 0 9 D r a w i n g s \ 0 7 L a n d s c a p e \ S h e e t s \ P D M O D 2 0 2 2 \ P h 2 \ 3 9 5 1 0 3 . ( L 5 ) B L V D - P L A N T - P H 2 . d w g - S H E E T : L 5 . 0 5 J a n 1 3 , 2 0 2 2 - 3 : 4 2 p m m i c h e l l e . h u n d l e y TC TI E11/08/02 HCSDCRAEPA AL N EREREGIS OREGON T 513 D REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KMK CONSTRUCTION 395-103 01/14/20221ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 2 MATCHLINE SEE SHEET L5.06 MA T C H L I N E S E E S H E E T L 5 . 0 4 1 2 3 4 5 6 7 8 9 L5.05 RIVER TERRACE BLVD AREA 5 PLANTING PLAN 1 INCH 10 FEET SCALE 010 5 10 NOTE: THE IRRIGATION SYSTEM IS DESIGN BUILD. ALL IRRIGATION COMPONENTS ARE TO BE SUPPLIED AND INSTALLED PER THE IRRIGATION SPECIFICATIONS. FOR SOUTH RIVER TERRACE BOULEVARD STREET TREES, SEE DRAWINGS L1.01- L1.07 SOUTH RIVER TERRACE CONSTRUCTION DOCUMENTS. COORDINATE. MATCHLINE SEE SHEET L5.07 326 THAI 637 SF 46 FOUN 249 SF 25 FOUN 136 SF 113 THAI 225 SF 7 YARR 5 IRIS 16 SF 11 OATS 61 SF 5 THAI 10 SF 11 THAI 22 SF 5 IRIS 10 SF 16 BFES 32 SF 11 THAI 22 SF 13 FOUN 63 SF 10 FOUN 53 SF 62 MOND 54 SF 6 IRIS 11 SF 139 STRW 121 SF SW C H E T C O C O U R T SW P E R T H R O A D FUTURE CONDOMINIUM SITE NOTES: 1.SEE SHEET L1.01-L1.06 FOR STREET TREE PLANTING PLANS. 2.SEE SHEET L5.10 FOR PLANTING CONSTRUCTION DETAILS, NOTES, & LEGEND. 3.SEE CIVIL DRAWINGS FOR GRADING OF SIDEWALK & BUILDING FINISHED ELEVATIONS. 4.QUANTITIES ARE TO MATCHLINES. 5.SEE SHEET L2.01 FOR ROUNDABOUT LAYOUT PLAN 7.LANDSCAPE AREAS WILL BE PROVIDED WITH AN AUTOMATIC UNDERGROUND IRRIGATION SYSTEM. SEE IRRIGATION DRAWING. 8.SEE CIVIL PLANS FOR IRRIGATION METER LOCATIONS. 9.SEE CIVIL DRAWINGS FOR POWER TO CONTROLLER. ELECTRICAL SERVICE TO BE A MOBILE HOME STAB IN. SW ROY ROGERS RD. (C.R. NO. 3150) SW RIVER TERRACE BLVD SW P E R T H R O A D SW 165TH AVENUE KE Y M A P RIVER TERRACE BLVD - PLANTING PLAN6 N: \ p r o j \ 3 9 5 - 1 0 3 \ 0 9 D r a w i n g s \ 0 7 L a n d s c a p e \ S h e e t s \ P D M O D 2 0 2 2 \ P h 2 \ 3 9 5 1 0 3 . ( L 5 ) B L V D - P L A N T - P H 2 . d w g - S H E E T : L 5 . 0 6 J a n 1 3 , 2 0 2 2 - 3 : 4 2 p m m i c h e l l e . h u n d l e y TC TI E11/08/02 HCSDCRAEPA AL N EREREGIS OREGON T 513 D REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KMK CONSTRUCTION 395-103 01/14/20221ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 2 MA T C H L I N E S E E S H E E T L 5 . 0 7 1 2 3 4 5 6 7 8 9 L5.06 RIVER TERRACE BLVD AREA 6 PLANTING PLAN 1 INCH 10 FEET SCALE 010 5 10 NOTE: THE IRRIGATION SYSTEM IS DESIGN BUILD. ALL IRRIGATION COMPONENTS ARE TO BE SUPPLIED AND INSTALLED PER THE IRRIGATION SPECIFICATIONS. FOR SOUTH RIVER TERRACE BOULEVARD STREET TREES, SEE DRAWINGS L1.01- L1.07 SOUTH RIVER TERRACE CONSTRUCTION DOCUMENTS. COORDINATE. MATCHLINE SEE SHEET L5.05 38 RUSH 33 SF 17 COLM 15 SF 31 STRW 26 SF11 FOUN 62 SF 19 FOUN 104 SF 22 FOUN 121 SF 46 FOUN 249 SF 25 FOUN 136 SF 7 YARR 14 SF 11 YARR 21 SF 6 IRIS 11 SF 3 DAYL 15 SF 84 MOND 73 SF 33 THAI 65 SF 7 FOUN 40 SF LAWN 45 SF 6 OATS 33 SF 60 MOND 52 SF 60 MOND 52 SF 61 BLIL 53 SF 61 STRW 155 SF SW R I V E R T E R R A C E B O U L E V A R D VEGETATED CORRIDOR MITIGATION AREA SEE PHASE 1 SHEET L3.01 FUTURE CONDOMINIUM SITE NOTES: 1.SEE SHEET L1.01-L1.06 FOR STREET TREE PLANTING PLANS. 2.SEE SHEET L5.10 FOR PLANTING CONSTRUCTION DETAILS, NOTES, & LEGEND. 3.SEE CIVIL DRAWINGS FOR GRADING OF SIDEWALK & BUILDING FINISHED ELEVATIONS. 4.QUANTITIES ARE TO MATCHLINES. 5.SEE SHEET L2.01 FOR ROUNDABOUT LAYOUT PLAN 7.LANDSCAPE AREAS WILL BE PROVIDED WITH AN AUTOMATIC UNDERGROUND IRRIGATION SYSTEM. SEE IRRIGATION DRAWING. 8.SEE CIVIL PLANS FOR IRRIGATION METER LOCATIONS. 9.SEE CIVIL DRAWINGS FOR POWER TO CONTROLLER. ELECTRICAL SERVICE TO BE A MOBILE HOME STAB IN. SW ROY ROGERS RD. (C.R. NO. 3150) SW RIVER TERRACE BLVD SW P E R T H R O A D SW 165TH AVENUE KE Y M A P RIVER TERRACE BLVD - PLANTING PLAN7 N: \ p r o j \ 3 9 5 - 1 0 3 \ 0 9 D r a w i n g s \ 0 7 L a n d s c a p e \ S h e e t s \ P D M O D 2 0 2 2 \ P h 2 \ 3 9 5 1 0 3 . ( L 5 ) B L V D - P L A N T - P H 2 . d w g - S H E E T : L 5 . 0 7 J a n 1 3 , 2 0 2 2 - 3 : 4 2 p m m i c h e l l e . h u n d l e y TC TI E11/08/02 HCSDCRAEPA AL N EREREGIS OREGON T 513 D REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KMK CONSTRUCTION 395-103 01/14/20221ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 2 MATCHLINE SEE SHEET L5.05 MA T C H L I N E S E E S H E E T L 5 . 0 6 1 2 3 4 5 6 7 8 9 L5.07 RIVER TERRACE BLVD AREA 7 PLANTING PLAN 1 INCH 10 FEET SCALE 010 5 10 NOTE: THE IRRIGATION SYSTEM IS DESIGN BUILD. ALL IRRIGATION COMPONENTS ARE TO BE SUPPLIED AND INSTALLED PER THE IRRIGATION SPECIFICATIONS. FOR SOUTH RIVER TERRACE BOULEVARD STREET TREES, SEE DRAWINGS L1.01- L1.07 SOUTH RIVER TERRACE CONSTRUCTION DOCUMENTS. COORDINATE. 164 STRW 143 SF 107 STRW 93 SF 52 MOND 45 SF 39 MOND 34 SF 273 THAI 534 SF 38 THAI 75 SF 10 THAI 19 SF 36 BFES 69 SF 54 BFES 106 SF 35 IRIS 68 SF 15 DAYL 80 SF 22 FOUN 118 SF 138 STRW 120 SF 185 STRW 161 SF 300 THAI 592 SF 100 THAI 196 SF SW N O O S A C O U R T SW RIVE R T E R R A C E B O U L E V A R D STAIRS SEE CIVIL DRAWINGS, SHEET 216 NOTES: 1.SEE SHEET L1.01-L1.06 FOR STREET TREE PLANTING PLANS. 2.SEE SHEET L5.10 FOR PLANTING CONSTRUCTION DETAILS, NOTES, & LEGEND. 3.SEE CIVIL DRAWINGS FOR GRADING OF SIDEWALK & BUILDING FINISHED ELEVATIONS. 4.QUANTITIES ARE TO MATCHLINES. 5.SEE SHEET L2.01 FOR ROUNDABOUT LAYOUT PLAN 7.LANDSCAPE AREAS WILL BE PROVIDED WITH AN AUTOMATIC UNDERGROUND IRRIGATION SYSTEM. SEE IRRIGATION DRAWING. 8.SEE CIVIL PLANS FOR IRRIGATION METER LOCATIONS. 9.SEE CIVIL DRAWINGS FOR POWER TO CONTROLLER. ELECTRICAL SERVICE TO BE A MOBILE HOME STAB IN. SW ROY ROGERS RD. (C.R. NO. 3150) SW RIVER TERRACE BLVD SW P E R T H R O A D SW 165TH AVENUE KE Y M A P RIVER TERRACE BLVD - PLANTING PLAN8 N: \ p r o j \ 3 9 5 - 1 0 3 \ 0 9 D r a w i n g s \ 0 7 L a n d s c a p e \ S h e e t s \ P D M O D 2 0 2 2 \ P h 2 \ 3 9 5 1 0 3 . ( L 5 ) B L V D - P L A N T - P H 2 . d w g - S H E E T : L 5 . 0 8 J a n 1 3 , 2 0 2 2 - 3 : 4 2 p m m i c h e l l e . h u n d l e y TC TI E11/08/02 HCSDCRAEPA AL N EREREGIS OREGON T 513 D REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KMK CONSTRUCTION 395-103 01/14/20221ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 2 MA T C H L I N E S E E S H E E T L 5 . 0 9 1 2 3 4 5 6 7 8 9 L5.08 RIVER TERRACE BLVD AREA 8 PLANTING PLAN 1 INCH 10 FEET SCALE 010 5 10 NOTE: THE IRRIGATION SYSTEM IS DESIGN BUILD. ALL IRRIGATION COMPONENTS ARE TO BE SUPPLIED AND INSTALLED PER THE IRRIGATION SPECIFICATIONS. FOR SOUTH RIVER TERRACE BOULEVARD STREET TREES, SEE DRAWINGS L1.01- L1.07 SOUTH RIVER TERRACE CONSTRUCTION DOCUMENTS. COORDINATE. 164 STRW 143 SF 273 THAI 534 SF 185 STRW 161 SF 300 THAI 592 SFSW RIVE R T E R R A C E B O U L E V A R D STAIRS SEE CIVIL DRAWINGS, SHEET 216 NOTES: 1.SEE SHEET L1.01-L1.06 FOR STREET TREE PLANTING PLANS. 2.SEE SHEET L5.10 FOR PLANTING CONSTRUCTION DETAILS, NOTES, & LEGEND. 3.SEE CIVIL DRAWINGS FOR GRADING OF SIDEWALK & BUILDING FINISHED ELEVATIONS. 4.QUANTITIES ARE TO MATCHLINES. 5.SEE SHEET L2.01 FOR ROUNDABOUT LAYOUT PLAN 7.LANDSCAPE AREAS WILL BE PROVIDED WITH AN AUTOMATIC UNDERGROUND IRRIGATION SYSTEM. SEE IRRIGATION DRAWING. 8.SEE CIVIL PLANS FOR IRRIGATION METER LOCATIONS. 9.SEE CIVIL DRAWINGS FOR POWER TO CONTROLLER. ELECTRICAL SERVICE TO BE A MOBILE HOME STAB IN. SW ROY ROGERS RD. (C.R. NO. 3150) SW RIVER TERRACE BLVD SW P E R T H R O A D SW 165TH AVENUE KE Y M A P RIVER TERRACE BLVD - PLANTING PLAN9 1 INCH 10 FEET SCALE 010 5 10 N: \ p r o j \ 3 9 5 - 1 0 3 \ 0 9 D r a w i n g s \ 0 7 L a n d s c a p e \ S h e e t s \ P D M O D 2 0 2 2 \ P h 2 \ 3 9 5 1 0 3 . ( L 5 ) B L V D - P L A N T - P H 2 . d w g - S H E E T : L 5 . 0 9 J a n 1 3 , 2 0 2 2 - 3 : 4 3 p m m i c h e l l e . h u n d l e y TC TI E11/08/02 HCSDCRAEPA AL N EREREGIS OREGON T 513 D REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KMK CONSTRUCTION 395-103 01/14/20221ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 2 MA T C H L I N E S E E S H E E T L 5 . 0 8 1 2 3 4 5 6 7 8 9 L5.09 RIVER TERRACE BLVD AREA 9 PLANTING PLAN NOTE: THE IRRIGATION SYSTEM IS DESIGN BUILD. ALL IRRIGATION COMPONENTS ARE TO BE SUPPLIED AND INSTALLED PER THE IRRIGATION SPECIFICATIONS. FOR SOUTH RIVER TERRACE BOULEVARD STREET TREES, SEE DRAWINGS L1.01- L1.07 SOUTH RIVER TERRACE CONSTRUCTION DOCUMENTS. COORDINATE. COMPACTED 3/4" MINUS CRUSHED ROCK BASE 2" 4" COMPACTED SUBGRADE COMPACTED 14" MINUS TOP LAYER. COVER PANEL AND SMOOTH SURFACE CRUSHED ROCK PATH L5.09 1 SUBGRADE GEOTEXTILE BARRIER COMPACTED 1/4" MINUS FILL PANEL COREgravel GRAVEL STABILIZER PANEL 38-25 R, COLOR BLACK AS PROVIDED BY: HONEYCOMB CORE CO. 866.922.6736 WWW.CORE6SYSTEMS.COM PLANTINGS VARY TREES HARBOR BELLE HEAVENLY BAMBOO / NANDINA DOMESTICA 'GULF STREAM': 2 GAL. WHITE GROUND ROSE / ROSA X 'NOASCHNEE' P.P. #9573: 2 GAL. YELLOW YUCCA / HESPERALOE PARVIFLORA 'PERPA': 2 GAL. BAGATELLE DWARF JAPANESE BARBERRY / BERBERIS THUNBERGII 'BAGATELLA': 2 GAL. NORTHERN LIGHTS HAIR GRASS / DESCHAMPSIA CESPITOSA 'NORTHERN LIGHTS'': 1 GAL. BOULEVARD / ROUNDABOUT PLANTING LEGEND SYMBOL COMMON NAME / BOTANICAL NAME: SIZE AND DESCRIPTIONQUANTITY SHRUBS SYMBOL COMMON NAME / BOTANICAL NAME: SIZE AND DESCRIPTIONQUANTITY 431 617 410 210 802 PRINCETON SENTRY GINKGO / GINKGO BILOBA 'PRINCETON SENTRY': 2" CAL., B&B21 BRAKELIGHTS RED YUCCA / HESPERALOE PARVIFLORA 'PERPA': 2 GAL.201 BIRCH LEAF SPIREA / SPIRAEA BETULIFOLIA 'TOR': 2 GAL.364 210 OREGON BOXWOOD / PACHISTIMA MYRSINITES: 2 GAL. 622 DWARF RED TWIG DOGWOOD / CORNUS SERICEA 'KELSEYII': 2 GAL. 235 LAVENDER MIST SUN DAISY/ OSTEOSPERMUM 'P006S': 1 GAL. 10 SHERWOOD COMPACT MUGO PINE / PINUS MUGO 'SHERWOOD COMPACT': 2 GAL. 18 CHOKECHERRY / PRUNUS VIRGINIANA: 2" CAL., B&B19 HOGAN CEDAR / THUJA PLICATA 'HOGAN': 8'-10' HT., B&B6 181 DWARF ENGLISH LAUREL / PRUNUS LAUROCERASUS 'MOUNT VERNON': 2 GAL. 16 PACIFIC SUNSET MAPLE MAPLE / ACER TRUNCATUM X ACER PLATANOIDES 'WARRENRED': 2" CAL., B&B EDDIE'S WHITE WONDER DOGWOOD / CORNUS 'EDDIE'S WHITE WONDER: 2" CAL. RED FLOWERING CURRENT / RIBES SANGUINEUM: 2 GAL.10 47 ARCTIC FIRE RED TWIG DOGWOOD / CORNUS SERICEA 'FARROW': 2 GAL. 28 RUBUS PARVIFLORUS / THIMBLEBERRY: 2 GAL. CASCARA / RHAMNUS PURSHIANA: 2" CAL.6 VINE MAPLE / ACER CIRCINATUM: 2" CAL., B&B9 INCENSE CEDAR / CALOCEDRUS DECURRENS: 8' HT., B&B3 ORNAMENTAL GRASS, LAWN AND GROUNDCOVER SYMBOL COMMON NAME / BOTANICAL NAME: SIZE AND DESCRIPTIONQUANTITYCODE BEACH STRAWBERRY / FRAGERIA 'CHILOENSIS': 4" POT, 12" O.C.4386 SF STRW CASSIAN'S CHOICE FOUNTAIN GRASS / PENNISETUM ALOPECUROIDES 'CASSIAN'S'': 1 GAL., 30" O.C.3729 SF FOUN STARBURST EVERGREEN DAYLILY / HEMEROCALLIS X 'MONOLD'': 1 GAL., 30" O.C.1602 SFDAYL TUFTED HAIRGRASS / DESCHAMPSIA CAESPITOSA: 1 GAL, 18" O.C.4464 SFTHAI BIG BLUE LILYTURF / LIRIOPE MUSCARI 'BIG BLUE': 4" POT, 12" O.C.675 SFBLIL BOULDER BLUE FESCUE / FESTUCA GLAUCA 'BOULDER BLUE': 1 GAL, 18" O.C.1075 SFBFES BLACK MONDO GRASS / OPHIOPOGON NIGRESCENS': 4" POT,12" O.C.2144 SFMOND TOUGH LEAF IRIS / IRIS TENAX: 4" POT, 18" O.C.588 SFIRIS 5043 690 296 2285 804 550 2465 301 RIVER MIST NORTHERN SEA OATS / CHASMANTHIUM LATIFOLIUM 'RIVER MIST': 1 GAL., 30" O.C.1404 SFOATS 260 NOTE: 1. LANDSCAPE AREAS WILL BE PROVIDED WITH AN AUTOMATIC UNDERGROUND IRRIGATION SYSTEM DESIGNED BY CONTRACTOR. CONTRACTOR WILL PROVIDE MATERIALS AND INSTALL ALL IRRIGATION DOWNSTREAM OF THE WATER METER. RED COLUMBINE / AQUILEGIA FORMOSA: 4" POT, 12" O.C.45 SFCOLM 52 DOUGLAS ASTER / ASTER SUBSPOICATUS: 1 GAL., 12" O.C.77 SFASTR 89 COMMON RUSH / JUNCUS EFFUSUS: 4" POT, 12" O.C.114 SFRUSH 131 BLACK-EYED SUSAN / RUDBECKIA HIRTA: 1 GAL., 12" O.C.30 PURPLE CONEFLOWER / ECHINACEA PURPUREA: 1 GAL., 18" O.C.30 ADDITIONAL ROUNDABOUT PERENNIALS TO BE PLACED BY LANDSCAPE ARCHITECT COMMON NAME / BOTANICAL NAME: SIZE AND DESCRIPTIONQUANTITY JACK SNIPE DAFFODIL / NARCISSUS 'JACK SNIPE': BULB, 8" O.C.30 FEBRUARY GOLD MINIATURE DAFFODIL / NARCISSUS 'FEBRUARY GOLD': BULB, 8" O.C.30 OERTEL'S ROSE YARROW ACHILLEA MILLEFOLIUM 'OERTEL'S ROSE': 1 GAL., 18" O.C.110 SFYARR 56 3008 SF LAWN PRO-TIME 309 (SUPREME MIX) GRASS SEED BY HOBBS AND HOPKINS, LTD. AT A RATE OF 8 LBS/1000 SF N: \ p r o j \ 3 9 5 - 1 0 3 \ 0 9 D r a w i n g s \ 0 7 L a n d s c a p e \ S h e e t s \ P D M O D 2 0 2 2 \ P h 2 \ 3 9 5 1 0 3 . ( L 5 ) B L V D - P L A N T - P H 2 . d w g - S H E E T : L 5 . 1 0 J a n 1 3 , 2 0 2 2 - 3 : 4 3 p m m i c h e l l e . h u n d l e y TC TI E11/08/02 HCSDCRAEPA AL N EREREGIS OREGON T 513 D REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KMK CONSTRUCTION 395-103 01/14/20221ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 2 L5.10 RIVER TERRACE BLVD PLANTING LEGEND, NOTES, & DETAILS CONIFER TREE GUYING DETAIL L5.10 1 SHRUB PLANTING DETAIL L5.10 3 TREE STAKING DETAIL L5.10 2 GROUNDCOVER PLANTING DETAIL L5.10 4 **NOTE: PROVIDE ADDITIONAL PLANT MATERIAL NOT SHOWN ON DRAWING. INSTALL IN FIELD AS DIRECTED BY THE LANDSCAPE ARCHITECT DIAMETER OFROOT BALL 12" DE P T H RO O T B A L L 1' - 0 " M i n . DE P T H - 2 " RO O T B A L L ROOTBALL 12" DIAMETER OF 30 " M I N . OF ROOT BALL 2 X DIAMETER 1 1 / 2 X R O O T BA L L D E P T H NOTE: 1.TIE BRIGHTLY COLORED P.V.C. RIBBON ON WIRE GUYS. (MIN. 1 PER GUY.) 2.IN LAWN AREAS CUT TREE CIRCLE AT 12' RADIUS FROM TRUNK. BACKFILL SOIL NOTE: STAKE ALL EVERGREEN TREES LESS THAN 4" CALIPER. DO NOT STAKE VINE MAPLES. TREES 1 1/2" CALIPER AND LESS SHALL BE STAKED WITH A SINGLE WOOD STAKE UNLESS OTHERWISE SPECIFIED. 3' UNDER FIRST LIMBS OR 5' HIGH. WHICH EVER IS LOWEST. SCARIFY EDGES AND BOTTOM OF HOLE FINISH GRADE BACKFILL SOIL MULCH AS SPECIFIED, KEEP MULCH CLEAR OF SHRUB STEM BASE "CHAIN LOCK" TREE TIES OR BLACK FLEX GARDEN HOSE COVERING TWIST STRANDS AROUND EACH OTHER MIN. 3 GUYS @ 120° APART SET ROOT CROWN NO MORE THAN 4" ABOVE FINISH GRADE MULCH AS SPECIFIED KEEP MULCH CLEAR OF TRUNK BASE CUT AND REMOVE TWINE AND BURLAP FROM TOP AND SIDES OF ROOTBALL. (REMOVE ALL WIRE BASKET) 2"X2" WOOD STAKES OR METAL TREE ANCHORS AS APPROVED. AMENDED NATIVE SOIL/BACKFILL PLANTING MIX PER SPECIFICATIONS TILLED, AMENDED, AND MOUNDED NATIVE SUBSOIL TREE TIE (2) GLAV. STEEL WIRE; LOSE TO ALLOW 4" OFF MOVEMENT IN ALL DIRECTIONS FINISH GRADE CUT AND REMOVE TWINE BURLAP, AND WIRE BASKET FROM TOP AND SIDES OF ROOTBALL. 2"X2"X8' WOOD STAKES SET OUTSIDE ROOTBALL ON WINDWARD AXIS (REMOVE AFTER ONE YEAR) MULCH AS SPECIFIED. KEEP MULCH CLEAR OF TRUNK BASE. DEEPROOT GREEN INFRASTRUCTURE, LLC 101 MONTGOMERY STREET, SUITE 2850, SAN FRANCISCO, CA 94104 INFO@DEEPROOT.COM TEL: 415 781 9700 NOTE: 1.TIE BRIGHTLY COLORED P.V.C. RIBBON ON WIRE GUYS. (MIN. 1 PER GUY.) 2.IN LAWN AREAS CUT TREE CIRCLE AT 12' RADIUS FROM TRUNK. NOTE: TILL SOIL SO THAT THERE ARE NO CLODS OR CLUMPS LARGER THAN 1 1/2" DIA. THOROUGHLY MIX TO A DEPTH OF 6" GROUNDCOVER PLANT MULCH FINISH GRADE 6" SPECIFIED BACKFILL SOIL 12" THOROUGHLY TILLED SUBSOIL GENERAL NOTES: LANDSCAPE PLAN 1.THE CONTRACTOR SHALL VERIFY WITH OWNER AND UTILITY COMPANIES THE LOCATIONS OF ALL UTILITIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL DETERMINE IN THE FIELD THE ACTUAL LOCATIONS AND ELEVATIONS OF ALL EXISTING UTILITIES WHETHER SHOWN ON THE PLANS OR NOT. THE CONTRACTOR SHALL CALL UTILITY PROTECTION SERVICE 72 HOURS PRIOR TO CONSTRUCTION. 2.THE CONTRACTOR SHALL EXAMINE FINISH SURFACE, GRADES, TOPSOIL QUALITY AND DEPTH. DO NOT START ANY WORK UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. VERIFY LIMITS OF WORK BEFORE STARTING. 3.CONTRACTOR TO REPORT ALL DAMAGES TO EXISTING CONDITIONS AND INCONSISTENCIES WITH PLANS TO ODR. 4.ALL PLANT MASSES TO BE CONTAINED WITHIN A BARK MULCH BED, UNLESS NOTED OTHERWISE.USE MEDIUM AGED DARK FIR MULCH. APPLY A UNIFORM 3-4 INCH LAYER OF BARK MULCH AROUND TREES AND SHRUBS IN GENERAL LANDSCAPE, AND 2-3 INCH LAYER IN STORMWATER FACILITIES. KEEP MULCH AT LEAST 6 INCHES AWAY FROM THE TRUNKS OF TREES. PLACE AFTER SOIL BLEND AND VEGETATION INSTALLATION. 5.BED EDGE TO BE NO LESS THAN 11.5" AND NO MORE THAN 18" FROM OUTER EDGE OF PLANT MATERIAL BRANCHING. WHERE GROUND-COVER OCCURS, PLANT TO LIMITS OF AREA AS SHOWN. 6.CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE IN ALL LANDSCAPE BEDS AND ALL LAWN AREAS. 7.CONTRACTOR TO FINE GRADE AND ROCK-HOUND ALL TURF AREAS PRIOR TO SEEDING, TO PROVIDE A SMOOTH AND CONTINUAL SURFACE, FREE OF IRREGULARITIES (BUMPS OR DEPRESSIONS) & EXTRANEOUS MATERIAL OR DEBRIS. 8.QUANTITIES SHOWN ARE INTENDED TO ASSIST CONTRACTOR IN EVALUATING THEIR OWN TAKE-OFFS AND ARE NOT GUARANTEED AS ACCURATE REPRESENTATIONS OF REQUIRED MATERIALS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR HIS BID QUANTITIES AS REQUIRED BY THE PLANS AND SPECIFICATIONS. IF THERE IS A DISCREPANCY BETWEEN THE NUMBER LABELED ON THE PLANT TAG AND THE QUANTITY OF GRAPHIC SYMBOLS SHOWN, THE GRAPHIC SYMBOL QUANTITY SHALL GOVERN 9.COORDINATE LANDSCAPE INSTALLATION WITH INSTALLATION OF UNDERGROUND SPRINKLER AND DRAINAGE SYSTEMS. 10.WITH THE EXCEPTION OF THOSE TREES INDICATED ON THE TREE REMOVAL PLAN, CONTRACTOR SHALL NOT REMOVE ANY TREES DURING CONSTRUCTION WITHOUT THE EXPRESS WRITTEN CONSENT OF THE ODR. EXISTING VEGETATION TO REMAIN SHALL BE PROTECTED AS DIRECTED BY THE ODR. 11.WHERE PROPOSED TREE LOCATIONS OCCUR UNDER EXISTING OVERHEAD UTILITIES OR CROWD EXISTING TREES, NOTIFY ODR TO ADJUST TREE LOCATIONS. 12.LANDSCAPE MAINTENANCE PERIOD BEGINS IMMEDIATELY AFTER THE COMPLETION OF ALL PLANTING OPERATIONS AND WRITTEN NOTIFICATION TO THE ODR. MAINTAIN TREES, SHRUBS, LAWNS AND OTHER PLANTS UNTIL FINAL ACCEPTANCE OR 90 DAYS AFTER NOTIFICATION AND ACCEPTANCE, WHICHEVER IS LONGER. 13.REMOVE EXISTING WEEDS FROM PROJECT SITE PRIOR TO THE ADDITION OF ORGANIC AMENDMENTS AND FERTILIZER. APPLY AMENDMENTS AND FERTILIZER PER THE RECOMMENDATIONS OF THE SOIL ANALYSIS FROM THE SITE. 14.BACK FILL MATERIAL FOR TREE AND SHRUB PLANTING SHALL CONTAIN: ONE PART FINE GRADE COMPOST TO ONE PART TOPSOIL BY VOLUME, BONE MEAL PER MANUFACTURE'S RECOMMENDATION, AND SLOW RELEASE FERTILIZER PER MANUFACTURER'S RECOMMENDATION. 15.GROUND COVERS AND PERENNIALS SHALL BE PLANTED WITH A MAXIMUM 2 INCH COVER OF BARK MULCH WITH NO FOLIAGE COVERED. 16.CONTRACTOR SHALL OBTAIN WRITTEN APPROVAL FOR ALL PLANT MATERIAL SUBSTITUTIONS FROM THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. PLANT SUBSTITUTIONS WITHOUT PRIOR WRITTEN APPROVAL THAT DO NOT COMPLY WITH THE DRAWINGS AND SPECIFICATIONS MAY BE REJECTED BY THE LANDSCAPE ARCHITECT AT NO COST TO THE OWNER. THESE ITEMS MAY BE REQUIRED TO BE REPLACED WITH PLANT MATERIALS THAT ARE IN COMPLIANCE WITH THE DRAWINGS. 17.ALL PLANT MATERIALS SHALL BE NURSERY GROWN WITH HEALTHY ROOT SYSTEMS AND FULL BRANCHING, DISEASE AND INSECT FREE AND WITHOUT DEFECTS SUCH AS SUN SCALD, ABRASIONS, INJURIES AND DISFIGUREMENT. 18.ALL PLANT MATERIAL SHALL BE INSTALLED AT THE SIZE AND QUANTITY SPECIFIED. THE LANDSCAPE ARCHITECT IS NOT RESPONSIBLE FOR SUB-STANDARD RESULTS CAUSED BY REDUCTION IN SIZE AND/OR QUANTITY OF PLANT MATERIALS. 19.STORMWATER FACILITY BLENDED SOIL PER CITY OF PORTLAND SECTION 01040.14. 20.SOIL PREPARATION SHOULD COMPLY WITH SPECIFICATION SECTION 329113. GENERAL NOTES: IRRIGATION PLAN CONTRACTOR SHALL PLACE A COLOR CODED ZONE MAP OF THE IRRIGATION SYSTEM INSIDE OF IRRIGATION CONTROLLER. CONTRACTOR SHALL PROVIDE A REPRODUCIBLE AS-BUILT IRRIGATION PLAN. PLAN SHALL BE PREPARED, UPON FINAL ACCEPTANCE OF IRRIGATION INSTALLATION, ON A REPRODUCIBLE SITE PLAN (PROVIDED TO CONTRACTOR BY LANDSCAPE ARCHITECT). AS-BUILT PLAN SHALL BE SUBMITTED TO LANDSCAPE ARCHITECT FOR REVIEW AND APPROVAL. CONTRACTOR SHALL OBTAIN WRITTEN APPROVAL FOR ALL PRODUCT SUBSTITUTIONS BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. PRODUCTS, MANUFACTURERS, AND MODELS NOT IN COMPLIANCE WITH THE SPECIFICATIONS MAY BE REJECTED BY THE LANDSCAPE ARCHITECT WITHOUT PRIOR WRITTEN APPROVAL. AT NO COST TO THE OWNER THESE ITEMS MAY BE REQUIRED TO BE REPLACED WITH PRODUCTS THAT ARE IN COMPLIANCE WITH THE MANUFACTURERS AND MODELS WITHIN THE SPECIFICATIONS. THE CONTRACTOR IS TO PROVIDE A WORKING DRAWING SUBMITTAL FOR REVIEW AND APPROVAL TO THE CITY OF TIGARD BEFORE BEGINNING ANY CONSTRUCTION. THE IRRIGATION SYSTEM INDICATED IS TO COMPLY WITH PERFORMANCE REQUIREMENTS AND DESIGN CRITERIA AS SPECIFIED HERE-IN. THE IRRIGATION SHOP DRAWING IS TO BE DRAWN TO SCALE, ON WHICH COMPONENTS ARE SHOWN AND COORDINATED WITH EACH OTHER. SHOW SCHEMATIC CIRCUIT DIAGRAMS, OR OTHER DRAWINGS AS NECESSARY OR REQUESTED FOR THE CITY REVIEW AND APPROVAL. NOTE: N: \ p r o j \ 3 9 5 - 1 0 3 \ 0 9 D r a w i n g s \ 0 7 L a n d s c a p e \ S h e e t s \ P D M O D 2 0 2 2 \ P h 2 \ 3 9 5 1 0 3 . ( L 5 ) B L V D - I R R G A T I O N S P E C - P H 2 . d w g - S H E E T : L 5 . 1 1 J a n 1 3 , 2 0 2 2 - 3 : 4 3 p m m i c h e l l e . h u n d l e y TC TI E11/08/02 HCSDCRAEPA AL N EREREGIS OREGON T 513 D REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KMK CONSTRUCTION 395-103 01/14/20221ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 2 L5.11 RIVER TERRACE BOULEVARD IRRIGATION SPECIFICATIONS IRRIGATION SYSTEMS RIVER TERRACE - CITY OF TIGARD PART 1 GENERAL 1.1 SUMMARY A.IRRIGATION SYSTEM TO BE INSTALLED BY A LICENSED AND BONDED IRRIGATION OR LANDSCAPE CONTRACTING FIRM. B.THE FIRM HAS BEEN OREGON LANDSCAPE CONTRACTOR ASSOCIATION (OLCA) CERTIFIED WITH A CERTIFIED LANDSCAPE TECHNICIAN IN IRRIGATION INSTALLATION AND HAS AT LEAST FOUR YEARS' EXPERIENCE IN IRRIGATION SYSTEM INSTALLATION. C.THE IRRIGATION SYSTEM SHALL BE A COMPLETE AND OPERABLE LANDSCAPE IRRIGATION SYSTEM, CONSTRUCTED TO GRADES, AND COMPLY IN ALL RESPECTS WITH THESE SPECIFICATIONS AND THE SITE LANDSCAPE PLAN. D.CONTRACTOR SHALL CONFIRM THE STATIC WATER PRESSURE AS PER DESIGN. IF THE STATIC WATER PRESSURE IS NOT WITHIN FIVE (5) PSI OF THE DESIGN SPECIFIED PRESSURE THE IRRIGATION CONTRACTOR WILL COMMUNICATE THIS READING TO THE GENERAL CONTRACTOR, THE IRRIGATION DESIGNER AND CITY OF TIGARD. E.IRRIGATION CONTRACTOR TO INSTALL CONTROLLER AS PER MANUFACTURER'S INSTRUCTIONS AND AS NOTED ON DRAWINGS. ELECTRICAL POWER (120V) FROM AN APPROVED SOURCE TO THE CONTROLLER LOCATION(S) SHALL BE PROVIDED BY THE GENERAL CONTRACTOR. F.SLEEVING - INSTALL SLEEVING PRIOR TO PAVING. COORDINATE SLEEVE INSTALLATION WITH GENERAL CONTRACTOR. G.ALL WORK SPECIFIED AND DETAILED WILL CONFORM TO THE “UNIFORM PLUMBING CODE” AND THE “NATIONAL ELECTRIC CODE” AS MODIFIED BY THE STATE OF OREGON UNLESS MORE STRINGENT REQUIREMENTS ARE SPECIFIED. H.THE CONTRACTOR WILL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY ELECTRICAL AND PLUMBING PERMITS AND INCLUDES THOSE COSTS INTO THE PRICE BID. 1.1 SYSTEM DESCRIPTION A.ELECTRIC SOLENOID CONTROLLED UNDERGROUND IRRIGATION SYSTEM. B.SOURCE POWER: 120 VOLT, SINGLE PHASE. C.CENTRAL CONTROL: HUNTER IMMS 1.2 WORK DETAILED A.FURNISH LABOR, EQUIPMENT, AND MATERIAL FOR A COMPLETE AND OPERATIONAL IRRIGATION SYSTEM INSTALLATION. B.CONTRACTOR SHALL CONFIRM THE STATIC WATER PRESSURE AS PER DESIGN. C.PROTECT EXISTING EQUIPMENT, BUILDINGS, UTILITIES, SIDEWALKS, TREES, MONUMENTS, MARKERS, ADJACENT PROPERTY, AND WORK BY OTHERS. D.REPAIR ANY EXISTING ITEMS, NOT PART OF ANY DEMOLITION DETAIL, DAMAGED DURING CONSTRUCTION TO THE APPROVAL AND AT NO COST TO THE CITY OF TIGARD. E.SITE RESTORATION WILL BE COMPLETED BY THE CONTRACTOR WITH MULCHING OR SEEDING OF TRENCHES WITH A CERTIFIED BLUE TAG ALLIANCE PERENNIAL RYEGRASS BLEND OR CURRENT TURF GRASS BLEND REQUIRED BY CITY OF TIGARD. 1.3 CENTRAL CONTROL A.DUE TO THE CITY OF TIGARD'S GOAL OF WATER CONSERVATION, ALL IRRIGATION SYSTEMS WILL HAVE HUNTER IMMS CENTRAL CONTROL COMPONENTS INSTALLED. THESE COMPONENTS WILL NOT ONLY INCLUDE FLOW SENSOR, MASTER VALVE, GROUNDING AND SURGE EQUIPMENT, ACC CONTROLLER FOR HUNTER'S IMMS CENTRAL CONTROL SYSTEM. 1.4 EXISTING UTILITIES A.THE CONTRACTOR WILL, AT THEIR EXPENSE, HAVE ALL EXISTING UTILITIES LOCATED AT JOB SITES. CALL UTILITIES NOTIFICATION CENTER. B.THE CONTRACTOR WILL PROTECT ANY UTILITIES THAT REMAIN IN PLACE. ANY LOCATED UTILITIES DAMAGED DURING CONSTRUCTION WILL BE REPAIRED AT THE COST OF THE CONTRACTOR. C.IF UTILITIES NOT LOCATED ARE DAMAGED DURING CONSTRUCTION, THE CONTRACTOR WILL COOPERATE WITH UTILITY COMPANY DURING THE UTILITY COMPANY REPAIRS. 1.5 EXTRA MATERIAL A.THE CONTRACTOR WILL PROVIDE THE CITY OF TIGARD (AT NO EXTRA COST) WITH TWO CONTROLLER KEYS, TWO QUICK COUPLER KEYS WITH HOSE SWIVELS, TWO ADJUSTMENT / REMOVAL TOOLS FOR EACH DIFFERENT TYPE OF SPRINKLER HEAD AND TWO GATE VALVE KEYS. PART 2 PRODUCTS 2.1 GENERAL A.ALL PRODUCTS WILL BE NEW AND OF TYPES AND MODELS AS SPECIFIED HEREIN. B.ALL PRODUCTS WILL BE OBTAINED FROM IN STATE, LOCAL SUPPLIERS. 2.2 PIPE A.PLASTIC PIPE FOR MAIN LINE 4" AND SMALLER WILL BE PVC (POLYVINYL CHLORIDE) SCHEDULE 40, BELL END, CONTINUOUSLY BEARING THE SEAL OF THE NATIONAL SANITATION FOUNDATION AND COMPLYING WITH THE REQUIREMENTS OF ASTM D -1785. MAINLINE 6" AND LARGER WILL BE PVC (POLYVINYL CHLORIDE) CLASS 200, SDR 21, BELL END, CONTINUOUSLY BEARING THE SEAL OF THE NATIONAL SANITATION FOUNDATION AND COMPLYING WITH THE REQUIREMENTS OF ASTM D -1784, D-2241. B.DEPTH OF MAINLINES WILL BE 18" MIN. TO 24" MAX. (TOP OF PIPE). C.PLASTIC PIPE FOR LATERAL LINES WILL BE PVC (POLYVINYL CHLORIDE) CLASS 200, SDR 21, BELL END, CONTINUOUSLY BEARING THE SEAL OF THE NATIONAL SANITATION FOUNDATION AND COMPLYING WITH THE REQUIREMENTS OF ASTM D -1784, D-2241. D.DEPTH OF LATERAL LINES WILL BE 12" MIN. TO 18" MAX. LATERAL LINES SHOULD BE INSTALLED TO CONFORM TO THE DEPTH OF THE HEAD BEING INSTALLED. E.IN ALL PIPE INSTALLATIONS, THE MANUFACTURE'S PRINTED SEAL WILL BE VISIBLE. F.IN ALL CASES, INSTALLATION OF TWO OR MORE PIPES IN THE SAME TRENCH IS NOT PERMITTED. G.PLASTIC PIPE FOR SLEEVES UNDER PAVED AREAS, WILL BE PVC (POLYVINYL CHLORIDE) SCHEDULE 40, BELL END, CONTINUOUSLY BEARING THE SEAL OF THE NATIONAL SANITATION FOUNDATION AND COMPLYING WITH THE REQUIREMENTS OF ASTM, D -1785. SLEEVES WILL BE A MINIMUM OF 4” IN DIAMETER OR TWICE THE DIAMETER OF THE MAINLINE OR LATERAL LINE, WHICHEVER IS LARGER AND EXTEND A MINIMUM OF 24” BEYOND EDGE OF PAVEMENT OR GRAVEL SHOULDER. H.PLASTIC NIPPLES WILL BE PVC (POLYVINYL CHLORIDE) SCHEDULE 80, N.S.F. APPROVED PIPE, TBE AND TOE, COMPLYING WITH THE REQUIREMENTS OF ASTM D-1785. I.METAL PIPE WILL BE COPPER TUBE TYPE K. J.METAL NIPPLES WILL BE BRASS. K.NOTE: NO GALVANIZED PIPE WILL BE ALLOWED UNDERGROUND. L.SWING JOINTS WILL BE LASCO OR HUNTER HIS SWING JOINT OR SJ SWING JOINT FOR SMALLER HEADS 1 1/2”, 1” & ¾”. 2.3 FITTINGS A.PLASTIC FITTINGS WILL BE SOLVENT WELD PVC (POLYVINYL CHLORIDE) SCHEDULE 40, TYPE 1, I.P.S., N.S.F. APPROVED MEETING REQUIREMENTS OF ASTM D- 2466. B.METAL FITTINGS WILL BE 125-PSI BRONZE. C.NOTE: NO GALVANIZED FITTINGS WILL BE ALLOWED UNDERGROUND. 2.4 CEMENT AND PRIMER A.PVC SOLVENT CEMENT WILL BE USED ON ALL SOLVENT WELD FITTINGS. WELD-ON 711 OR APPROVED CEMENT EQUAL MEETING N.S.F. WITH APPROVAL FOR TYPE I AND II PVC THROUGH 6 INCH AND MEETING REQUIREMENTS OF ASTM D- 2564. B.PVC SOLVENT PRIMER WILL BE USED ON ALL SOLVENT WELD FITTINGS. WELD-ON P-70 OR APPROVED PRIMER EQUAL MEETING THE REQUIREMENTS OF ASTM F-656, WITH PURPLE COLOR. 2.5 THREAD SEALANT A.ALL PVC THREADS WILL BE SEALED WITH A TEFLON SEALANT. B.ON MAIN LINE THREADS (UNDER CONTINUOUS PRESSURE) RECTORSEAL T+2 OR APPROVED EQUAL FOR PVC. C.ON LATERAL LINES (AT HEADS) ALL THREADS WILL BE SEALED WITH THREE WRAPS OF TEFLON TAPE, MEETING REQUIREMENTS OF MIL-T-27730A. D.ONLY TEFLON TAPE WILL BE USED AT PLASTIC VALVES AND HEADS PER MANUFACTURER'S SPECIFICATIONS. 2.6 BACKFLOW PREVENTOR A.CONBRACO SERIES 40-100 TOP ENTRY DOUBLE-CHECK VALVE ASSEMBLY ARE SPECIFIED ON ALL IRRIGATION PROJECTS UNLESS THE WATER PURVEYOR REQUIRES A HIGHER LEVEL OF PROTECTION. B.INSTALL PVC OR BRASS UNIONS OR CAST IRON FLANGES ON BOTH SIDES OF THE DEVICE TO MATCH PIPE SIZE. C.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN PERMITS AND ALLOW INSPECTION BY THE WATER PURVEYOR AND THE PLUMBING INSPECTOR. D.THE CONTRACTOR WILL, AT THEIR COST, HAVE THE INITIAL BACKFLOW ASSEMBLY TEST REPORT PERFORMED BY A STATE CERTIFIED TESTER IMMEDIATELY AFTER INSTALLATION. COPIES OF THE TEST REPORT WILL THEN BE IMMEDIATELY SUBMITTED TO THE CITY OF TIGARD MAINTENANCE DEPARTMENT AND TO THE CITY OF TIGARD'S BACKFLOW PROGRAM. E.IF THE DEVICE FAILS ITS INITIAL TEST, THE CONTRACTOR WILL HAVE THE DEVICE REPAIRED AND RETESTED AT THE CONTRACTOR'S EXPENSE. F.VALVE BOX SIZES FOR DOUBLE-CHECK VALVE ASSEMBLIES: 1.3/4" & 1"- HIGHLINE (ARMOR) OR RAIN BIRD, OR EQUAL, JUMBO BOX WITH EXTENSIONS TO MEET GRADE. 2.1.25", 1.5" & 2"- BROOKS, OR EQUAL, GREEN PLASTIC 1730VB-18. A 1730 E8 EXTENSION WILL BE USED IF NEEDED TO SET TO GRADE. 3.2.5" OR 3"- UTILITY VAULT #664L WITH COVER #64-3660 (HINGED AND SPRING ASSISTED DOUBLE DIAMOND PLATE). G.DEPTH OF DEVICES: ON 3/4" TO 2" SIZES THE DEPTH OF THE DEVICES WILL BE 24". THE FINAL DETERMINATION WILL BE WITH THE CITY OF TIGARD AND/OR THE JURISDICTIONAL AUTHORITY. 2.7 VALVES A.ISOLATION VALVES: 1.2" AND SMALLER WILL BE HEAVY DUTY BRASS GATE VALVES. 125-PSI MIN. WITH STANDARD SEAT, THREADED PORTS AND A CROSS HANDLE ON THE STEM. 2.3" AND LARGER VALVES WILL BE 125 PSI MIN. CAST IRON, FLANGED AND HAVE SQUARE TOP NUT ON THE STEM. B.VALVE BOXES: 1.A HIGHLINE (ARMOR) OR RAIN BIRD, OR EQUAL, 12" STANDARD BOX WITH EXTENSIONS IS TO BE INSTALLED ON 3" AND SMALLER VALVES. 2.A HIGHLINE (ARMOR) OR RAIN BIRD, OR EQUAL, JUMBO BOX WITH EXTENSIONS IS TO BE INSTALLED ON 4" AND LARGER VALVES. C.MANUAL DRAINS WILL BE INSTALLED ON THE LOW POINTS OF THE MAINLINE WITH TWO (2) CUBIC FEET OF 3/4" DRAIN ROCK. CHAMPION 3/4" BRASS ANGLE VALVE WITH RISING SWIVEL (200RS-075) WILL BE USED. A 3/4" X 4" PVC NIPPLE WILL BE INSTALLED INTO THE DRAIN ROCK FROM THE BOTTOM OF THE VALVE. A HIGHLINE (ARMOR) OR RAIN BIRD, OR EQUAL, 10" ROUND BOX WILL BE USED OVER THIS VALVE. D.AUTOMATIC CONTROL VALVES WILL BE HUNTER ICV VALVES WITH FILTER SENTRY. A ACCU SYNC ADJUSTABLE PRESSURE REGULATOR WILL BE INSTALLED WHERE PRESSURE REGULATION IS REQUIRED. INSTALL WITH A HEAVY DUTY BRASS GATE VALVE. A HIGHLINE (ARMOR) OR RAIN BIRD 12" STANDARD BOX OR APPROVED EQUAL WILL BE INSTALLED ON 1” AUTOMATIC VALVES. A HIGHLINE (ARMOR) OR RAIN BIRD JUMBO BOX OR APPROVED EQUAL WILL BE INSTALLED ON 1½”, 2” AND 3” AUTOMATIC VALVES. E.QUICK COUPLER VALVES WILL BE HUNTER HQ3 OR 5, INSTALLED IN A HIGHLINE (ARMOR) OR RAIN BIRD, OR EQUAL, 10" ROUND BOX WITH ONE (1) CUBIC FOOT OF 3/4" DRAIN ROCK. QUICK COUPLERS WILL BE INSTALLED WITH PVC SWING JOINT FITTINGS AND NIPPLES OF THE SAME SIZE AS THE THREADING OF THE QUICK COUPLER. QUICK COUPLERS WILL BE SECURED TO A 1” OR 1½” ALUMINUM ANGLE IRON 30” LONG WITH #32 OR #36 STAINLESS STEEL CLAMPS. F.FLOW SENSOR WILL BE A HUNTER MODEL FCT PVC SIZED AS NEEDED AND APPROVED. SENSOR SIZE IS DETERMINED BY MINIMUM FLOWS AND SHOULD BE DETERMINED BY FLOW SENSOR SIZING CHART. A HIGHLINE (ARMOR) OR RAIN BIRD 12" STANDARD VALVE BOX WILL BE INSTALLED ON FLOW SENSOR. G.MASTER VALVE FOR FOUR (4) INCH AND LARGER MAINLINE SHALL BE A 24V AC CLASS 125 FLANGED, WITH SPEED CONTROL ALLOWING FOR MAINLINE SHUTOFF AND WATER USE RECORDING. INSTALL PVC UNIONS WITH CLOSE NIPPLES ON BOTH SIDES OF VALVES, MATCHING VALVE SIZE. A HIGHLINE (ARMOR) OR RAIN BIRD VALVE BOX WILL BE INSTALLED OVER MASTER VALVE. H.MASTER VALVE SHALL BE A RAIN BIRD, 24V AC INSTALLED FOR A NORMALLY CLOSED MASTER VALVE. INSTALL PVC UNIONS WITH CLOSE NIPPLES ON BOTH SIDES OF VALVES, MATCHING VALVE SIZE. A HIGHLINE (ARMOR) OR RAIN BIRD, OR EQUAL, STANDARD BOX WILL BE INSTALLED OVER RAIN BIRD MASTER VALVES. I.WHEN A NORMALLY OPEN MASTER VALVE IS REQUIRED, A BERMAD 410 24V AC VALVE SHALL BE USED. INSTALL PVC UNIONS WITH CLOSE NIPPLES ON BOTH SIDES OF VALVES, MATCHING VALVE SIZE. A HIGHLINE (ARMOR) OR RAIN BIRD JUMBO BOX WILL BE INSTALLED OVER LARGER MASTER VALVES. J.PRESSURE REGULATOR (AS NEEDED) SHALL BE WILKENS, WATTS, OR CONBRACO TOP ENTRY WITH DOUBLE UNIONS, AS APPROVED. 2.8 VALVE BOXES A.ALL VALVES, WIRE SPLICES AND GROUND RODS WILL HAVE VALVE BOXES WITH COVERS INSTALLED OVER THEM. B.ALL VALVE BOXES WILL BE FROM: 1.HIGHLINE PRODUCTS, 131 HARTWELL AVE., LEXINGTON, MA 02421 USA OR C.RAIN BIRD, OR EQUAL, CORPORATION 970 WEST SIERRA MADRE AVE. AZUSA, CA 91702. THE VALVES WILL HAVE COMPLETE ACCESS FOR MAINTENANCE. D.THE BOTTOM OF THE BOX WILL BE BELOW THE BOTTOM OF THE VALVE TO PREVENT SOIL FROM COVERING VALVE BODY. E.WOOD, BRICK OR BLOCK CRIBBING WILL NOT BE ALLOWED. F.ALL VALVE BOXES WILL HAVE A BASE OF 3/4" DRAIN ROCK. EACH SIZE OF BOX WILL HAVE A CORRESPONDING AMOUNT OF ROCK. 10" ROUND BOX: ONE (1) CUBIC FOOT 12" STANDARD BOX:TWO (2) CUBIC FEET JUMBO BOX:THREE (3) CUBIC FEET BROOKS 1730:FOUR (4) CUBIC FEET G.PROTECT ROCK FROM CONTAMINATION WITH FILTER FABRIC. H.INSTALL BOX WITH A 2" SPACE OVER THE PIPE. I.ALL BOXES IN TURF AREAS WILL BE INSTALLED FLUSH TO GRADE, AND USE EXTENSIONS IF NEEDED. J.ALL BOXES IN SHRUB AREAS WILL BE INSTALLED 2" ABOVE GRADE AND USE EXTENSIONS IF NEEDED, TO ACCOMMODATE THE APPLICATION OF BARK MULCH. 2.9 SPRINKLER HEADS A.ALL SPRINKLER HEADS WILL BE AS MANUFACTURED BY HUNTER AS INDICATED ON DRAWINGS. SEE SCHEDULE ON DRAWINGS FOR PROPER NOZZLE SIZES. WHERE THERE IS A 1% GRADE SLOPE OR GREATER ALL HEADS WILL HAVE A SEAL-A MATIC (SAM) CHECK DEVICE INSTALLED TO PREVENT LOW HEAD DRAINAGE. LOCATE HEADS NO CLOSER THAN THREE INCHES (3") FROM ANY ADJACENT WALK, DRIVE OR ROAD (PAVED OR GRAVEL). B.LARGE PARK AREAS WILL USE HUNTER I-20 OR I-25 ROTORS WITH STAINLESS STEEL RISER, USING THE FEWEST HEADS POSSIBLE WITH THE HIGHEST DISTRIBUTION OF UNIFORMITY POSSIBLE. C.ALL HUNTER ROTOR HEADS WILL HAVE SWING JOINTS OF THE SAME THREAD SIZE INSTALLED. SCH 40 LASCO OR HUNTER PRE-ASSEMBLED SWING JOINTS WILL BE USED. THE ANGLE OF THESE SWING JOINTS WILL BE 15 TO 30 DEGREES ABOVE HORIZONTAL, NOT STRAIGHT UP. NO MARLEX ELBOWS WILL BE ALLOWED. THE SWING JOINTS SHALL BE LEAK RESISTANT, HAND TIGHT WITH FREEDOM OF MOVEMENT AT RISERS TO HEADS. D.SMALL TURF AND SHRUB BED AREAS WILL USE HUNTER PRO SPRAY PRS 40 SERIES BODIES WITH HUNTER MP ROTATOR NOZZLES. 6-INCH POP-UP HEADS WILL BE INSTALLED IN TURF AREAS AND GROUND COVER (MATURING TO 6” HIGH MAXIMUM). 12-INCH POP-UP HEADS WILL BE INSTALLED IN SHRUB BEDS. E.ALL HUNTER PRO SPRAY BODIES WILL BE INSTALLED WITH MARLEX ELBOWS, HUNTER FLEX SG 100 TUBING, AND LASCO BLUE TWISTER SPIRAL BARB ELBOWS. ALL TUBING LENGTH SHALL NOT EXCEED 12-INCHES. PIPE SHALL BE FLEXIBLE BLACK TUBING OF LOW-DENSITY POLYETHYLENE MATERIAL. F.ALL HEADS IN SHRUB BEDS WILL BE INSTALLED 2" ABOVE GRADE TO ACCOMMODATE THE APPLICATION OF BARK MULCH. G.ALL HEADS IN TURF AREAS WILL BE INSTALLED TO GRADE PER MANUFACTURE'S SPECIFICATIONS. 2.10 CONTROLLERS A.DUE TO THE INSTALLATION OF CENTRAL CONTROL COMPONENTS, ALL CONTROLLERS WILL BE HUNTER IMMS CENTRAL CONTROL SYSTEM TO INCLUDE, ACC2 CONTROLLER IN STAINLESS STEEL PEDESTAL, WITH ACC2, CELLULAR MODULE; A2C-75D-SS + PED-SS. THE CONTROLLER WILL HAVE A SWITCHED POWER DISCONNECT IN THE ENCLOSURE. THE UNITS WILL BE INSTALLED PER MANUFACTURE'S SPECIFICATIONS. B.GROUNDING: 5/8" DIA. X 8' LONG COPPER OR COPPER CLAD RODS WILL BE INSTALLED. TOP TO BE 8" BELOW FINISH GRADE. INSTALL A HIGHLINE (ARMOR) OR RAIN BIRD 10" ROUND BOX AROUND GROUND ROD FOR LATER ACCESS. INSTALL A #10 BARE COPPER WIRE, ATTACHED WITH BRASS CLAMP TO ROD, IS THEN ATTACHED TO THE EARTH GROUND WIRE TO CONTROLLER GROUND BUSS BAR. THE CONTRACTOR WILL HAVE THE HUNTER DISTRIBUTOR VERIFY THE GROUND ROD WITH THE MEGGER RESISTANCE TEST AND SHOW 5 OHMS OR LESS. C.IF A SUITABLE BUILDING IS AVAILABLE, A WALL MOUNT UNIT IS ALLOWED, WITH AN NEMA 3R RATING. THE UNIT WILL BE INSTALLED IN A WALL MOUNT STRONG BOX ENCLOSURE. IF THE SITE HAS NO BUILDINGS, THAN A PEDESTAL ENCLOSURE WILL BE INSTALLED, WITH AN NEMA 3R RATING. THE CONTROLLER WILL BE INSTALLED IN SPECIFIED STRONG BOX ENCLOSURE. INSTALLATION OF CONCRETE PAD SHALL FOLLOW MANUFACTURER'S SPECIFICATIONS. ENCLOSURE WILL BE MANUFACTURED BY V.I.T. PRODUCTS, INC. 2063 WINERIDGE PLACE ESCONDIDO, CA 92029-1931 D.ELECTRICAL CONDUIT, SCH 40 PVC, NEMA TC-2, WILL BE INSTALLED INTO WALL MOUNT OR PEDESTAL MOUNT ENCLOSURES. 2.11 ELECTRICAL A.ALL WIRING SHALL FOLLOW THE “NATIONAL ELECTRIC CODE” AS MODIFIED BY THE STATE OF OREGON UNLESS MORE STRINGENT REQUIREMENTS ARE SPECIFIED. B.ALL PRIMARY POWER CONNECTIONS AND DISCONNECTS SHALL BE PERFORMED BY A STATE-CERTIFIED ELECTRICIAN AT THE CONTRACTORS' EXPENSE AND INSPECTED BY THE PROPER JURISDICTIONAL AUTHORITY. C.ALL AUTOMATIC REMOTE CONTROL VALVES, INCLUDING MASTER VALVES, SHALL BE WIRED WITH SINGLE STRAND COPPER, UL APPROVED FOR DIRECT BURIAL, AWG (UL) TYPE UF, 600 V, SIZED PER MANUFACTURER'S RECOMMENDATIONS -14 GAUGE MINIMUM. D.ALL VALVE WIRE CONNECTIONS SHALL BE 3M DBY / DBR. E.ALL VALVE WIRES SHALL BE COLORED, WITH THE COMMON WIRE BEING WHITE. F.INSTALL A SEPARATE COMMON FOR EACH CONTROLLER. G.IN EVERY WIRE RUN, A SPARE WIRE (BLACK) WILL BE INSTALLED UP INTO EACH VALVE BOX ALONG THAT RUN. H.AT EACH VALVE, A THREE (3) FOOT LENGTH OF WIRE SHALL BE PROVIDED NEATLY COILED. I.AN EXPANSION CURL OF 12" MIN. SHALL BE INSTALLED AT EACH BEND OF THE WIRE RUN, AT EACH REMOTE CONTROL VALVE AND BEFORE A SWEEP INTO CONDUIT FOR THE CONTROLLER. J.ALL 6 PAIR PE-89 CONNECTIONS FOR THE FLOW SENSOR WILL BE MADE WITH A RANGER SERVISEAL CLOSURE. 1.PE-89 CABLE WILL HAVE NO SPLICES IN THE FIELD. CONNECTIONS WILL BE ONLY AT THE CONTROLLER(S) AND AT THE FLOW SENSOR. K.IF A WALL MOUNT ENCLOSURE IS USED, A BUNDLE OF 18 AWG UL MULTI-STRAND IRRIGATION WIRE MAY BE USED FROM A TERMINAL STRIP INSTALLED IN THE ENCLOSURE TO A “HOME RUN” BOX AT THE BASE OF THE WALL. THE BOX SHALL BE A HIGHLINE (ARMOR) OR RAIN BIRD OR APPROVED EQUAL STANDARD VALVE BOX. L.THE WIRE RUN SHALL BE INSTALLED ALONG THE SIDE OF THE MAINLINE AT THE BOTTOM OF THE TRENCH, WITH A GAP OF SIX (6) INCHES BETWEEN PIPE AND WIRE. THE WIRE BUNDLE SHALL BE TAPED TOGETHER AT TEN (10) FOOT SPACES. M.ALL VALVE FIELD WIRE SPLICES MADE WILL BE INSTALLED IN VALVE BOXES, WITH NO SPLICES BETWEEN VALVE BOXES AND VALVE BOXES AND CONTROLLERS. 2.12 CONCRETE THRUST BLOCKS A.INSTALL CONCRETE THRUST BLOCKS WHERE THE MAINLINE CHANGES DIRECTION AT ELLS AND TEES AND WHERE THE IRRIGATION MAIN ENDS. B.INSTALL THRUST BLOCKS ON ALL MAINLINE 2 1/2" AND LARGER. POUR THRUST BLOCKS AGAINST PIPE AND FIRM UNDISTURBED SOIL WITH AT LEAST ONE CUBIC FOOT OF CONCRETE. C.THRUST BLOCKS MUST CURE FOR FIVE (5) DAYS BEFORE MAINLINE PRESSURE TEST. PART 3 EXECUTION 3.1 CLEANUP A.REMOVE ALL DEBRIS, BOXES, WRAPPINGS, EXCESS MATERIAL AND EQUIPMENT BEFORE FINAL WALK THROUGH AND LEAVE AREA IN A CLEAN AND NEAT CONDITION AS GOOD OR BETTER THAN BEFORE CONSTRUCTION. B.THE CONTRACTOR WILL COMPLETE SITE RESTORATION, INCLUDING REESTABLISHMENT OF TRENCHES AND ALL DISTURBED AREAS, WITH A BLUE TAG ALLIANCE PERENNIAL RYEGRASS BLEND. IF THE SEASON OF THE YEAR DOES NOT PERMIT VIABLE SEED ESTABLISHMENT, THEN RESTORATION WILL BE COMPLETED WITH SOD AS APPROVED. C.CLEAN UP AND RESTORATION WILL BE DONE AT CONTRACTOR'S EXPENSE. SW R O Y R O G E R S R D . ( C . R . N O . 3 1 5 0 ) SW R I O P L SW KESSLER LN SW DEVLIN CT SW R I V E R T E R R A C E B O U L E V A R D SW CAYENNE CT SW EVERTON STREET SW A L B A N Y T E R R A C E SW RUBICON LANE SW RUBICON LANE SW P E R T H R O A D SW PERTH ROAD SW N O O S A C O U R T SW RIV E R T E R R A C E B O U L E V A R D SW 1 6 5 T H A V E N U E SW EVERTON STREET SW RIVERDELL LN SW YARRA LANE SW 1 6 9 T H A V E SW 1 6 8 T H A V E SW DARLING LANE SW CHETCO CT 1 INCH = 200 FEET 200 100 200 SCALE 0 NEIGHBORHOOD PARK CITY OF TIGARD WASHINGTON COUNTY, OREGON SOUTH RIVER TERRACE PHASE 2 VICINITY MAP SW R O Y R O G E R S R D . SW BULL MOUNTAIN RD. PROJECT SITE WASHINGTON COUNTY BENCHMARK NO. 107, A BRASS DISK SET IN CONCRETE, SOUTH SIDE OF S.W. SCHOLLS FERRY RD NEAR PROJECTED CENTERLINE OF S.W. 175 AVE. ELEVATION DATUM: NGVD 29, ELEVATION = 306.552 BENCHMARK: GROSS ACREAGE: 41.48 AC (128 LOTS) L0.01 COVER SHEET L1.01 NATURE TRAILS LAYOUT PLAN L1.02 LAYOUT PLAN L2.01 PLANTING PLAN L2.02 PLANTING PLAN L2.03 PLANTING LEGEND, DETAILS, & NOTES L3.01 CONSTRUCTION DETAILS L3.02 CONSTRUCTION DETAILS L3.03 CONSTRUCTION DETAILS L3.04 CONSTRUCTION DETAILS L3.05 CONSTRUCTION DETAILS L3.06 CONSTRUCTION DETAILS L3.07 IRRIGATION SPECIFICATIONS L3.08 PLAY EQUIPMENT C1 GRADING PLAN SHEET INDEX NEIGHBORHOOD PARK SITE TAYLOR MORRISON, INC 703 BROADWAY ST VANCOUVER, WA 98660 P 360-695-7700 CONTACT: CHRIS WALTHER APPLICANT: PACIFIC COMMUNITY DESIGN, INC 12564 SW MAIN ST. TIGARD, OR 97223 P 503-941-9484 CONTACT: KC SCHWARTKOPH, PE CIVIL ENGINEER: PACIFIC COMMUNITY DESIGN, INC 12564 SW MAIN ST. TIGARD, OR 97223 P 503-941-9484 CONTACT: STACY CONNERY, AICP PLANNER: GEOTECHNICAL ENGINEER: TAYLOR MORRISON OWNERS: PACIFIC COMMUNITY DESIGN, INC 12564 SW MAIN ST. TIGARD, OR 97223 P 503-941-9484 CONTACT: TRAVIS ANSEN, PLS, PE SURVEYOR: PACIFIC COMMUNITY DESIGN, INC 12564 SW MAIN ST. TIGARD, OR 97223 P 503-941-9484 CONTACT: KRISTINA KOLTAVARY, RLA LANDSCAPE ARCHITECT: ATTENTION: OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. THOSE RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH 952-001-0090. YOU MAY OBTAIN COPIES OF THE RULES BY CALLING THE CENTER. THE TELEPHONE NUMBER FOR THE OREGON UTILITY NOTIFICATION CENTER IS (503) 232-1987 THIS DESIGN COMPLIES WITH ORS 92.044 (7) IN THAT NO UTILITY INFRASTRUCTURE IS DESIGNED TO BE WITHIN ONE (1) FOOT OF A SURVEY MONUMENT LOCATION SHOWN ON SUBDIVISION OR PARTITION PLAT. NO DESIGN EXCEPTIONS NOR FINAL FIELD LOCATION CHANGES SHALL BE PERMITTED IF THAT CHANGE WOULD CAUSE ANY UTILITY INFRASTRUCTURE TO BE PLACES WITHIN THE PROHIBITED AREA. CITY OF TIGARD WATER, [P] 503-718-2591 CITY OF TIGARD [P] 503-639-4171 CITY OF TIGARD [P] 503-639-4171 PORTLAND GENERAL ELECTRIC, [P] 503-736-5450 NORTHWEST NATURAL, [P] 503-721-2512 TUALATIN VALLEY FIRE & RESCUE, [P] 503-649-8577 CITY OF TIGARD, [P] 503-629-0111 TIGARD-TUALATIN SCHOOL DISTRICT, [P] 503-431-4000 CITY OF TIGARD, [P] 503-645-6433 FRONTIER, [P] 503-277-2383 WASTE MANAGEMENT, [P] 800-808-5901 COMCAST, [P] 800-266-2278 UTILITIES & SERVICES: WATER: STORM: SEWER: POWER: GAS: FIRE: POLICE: SCHOOL: PARKS: PHONE: WASTE DISPOSAL: CABLE: GEODESIGN, INC. 15575 SW SEQUOIA PARKWAY, SUITE 100 PORTLAND, OR 97224 [P] 503-968-8787 CONTACT: SHAWN DIMKE, G.E., P.E. L0.01 NEIGHBORHOOD PARK COVER SHEET C: \ U s e r s \ m i c h e l l e . h u n d l e y \ A p p D a t a \ L o c a l \ T e m p \ A c P u b l i s h _ 1 9 9 2 0 \ 3 9 5 1 0 3 . ( L 0 ) P A R K - C O V E R - P H 2 . d w g - S H E E T : L 0 . 0 1 J a n 1 3 , 2 0 2 2 - 4 : 1 3 p m m i c h e l l e . h u n d l e y TC TI E11/08/02 HCSDCRAEPA AL N EREREGIS OREGON T 513 D REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KMK CONSTRUCTION 395-103 01/14/20221ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 2 NOTE: FINAL APPROVAL OF NEIGHBORHOOD PARK PLANS PER CITY OF TIGARD PARKS DEPARTMENT. X X WATER QUALITY FACILITY BY OTHERS VEGETATED CORRIDOR MITIGATION AREA SEE PHASE 1 SHEET L3.01 WOODCHIP TRAIL LOCATION MAY VARY, FIELD VERIFY SEE DETAIL 5 SHEET L3.01 AND DETAIL 3 SHEET L3.03 FOR ADDITIONAL INFORMATION ACTIVE NATURE ACTIVITY AREA LOCATION MAY VARY, FIELD VERIFY PASSIVE NATURE ACTIVITY AREA LOCATION MAY VARY, FIELD VERIFY EXISTING ASPHALT ROAD TO REMAIN SEE PHASE II OPEN SPACE PLANTING PLAN SHEET L3.01 NOTES: 1.SEE SHEETS L2.01-L2.03 FOR PLANTING PLANS, DETAILS, NOTES, & LEGEND. 2.SEE SHEET L3.01-L3.08 FOR CONSTRUCTION DETAILS. 3.SEE CIVIL DRAWINGS FOR GRADING. 4.SEE CIVIL DRAWINGS FOR UTILITY LOCATIONS. 5.LANDSCAPE AREAS WILL BE PROVIDED WITH AN AUTOMATIC UNDERGROUND IRRIGATION SYSTEM. 6.RETAINING WALLS ARE DIMENSIONED TO BACK OF WALL. 7.VERIFY HORIZONTAL AND VERTICAL LOCATION OF WALLS (TOP AND BOTTOM) AND SURVEY STAKING WITH LANDSCAPE ARCHITECT AND CIVIL ENGINEER. 8.THE PATH CENTERLINE IS FOR REFERENCE, HORIZONTAL CONTROL, AND ALIGNMENT PURPOSES ONLY. THE PATH CENTERLINE IS NOT TO BE INTERPRETED AS A SCORE JOINT UNLESS OTHERWISE NOTED. SW R O Y R O G E R S R D . ( C . R . N O . 3 1 5 0 ) SW R I V E R T E R R A C E B L V D SW PERTH ROAD SW 1 6 5 T H A V E N U E KEY MAP NATURE TRAILS - LAYOUT PLAN1 1 INCH 50 FEET 50 25 50 SCALE 0 N: \ p r o j \ 3 9 5 - 1 0 3 \ 0 9 D r a w i n g s \ 0 7 L a n d s c a p e \ S h e e t s \ P D M O D 2 0 2 2 \ P h 2 \ 3 9 5 1 0 3 . ( L 1 ) P A R K - L A Y O U T - P H 2 . d w g - S H E E T : L 1 . 0 1 J a n 1 4 , 2 0 2 2 - 8 : 0 9 a m m i c h e l l e . h u n d l e y TC TI E11/08/02 HCSDCRAEPA AL N EREREGIS OREGON T 513 D REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KMK CONSTRUCTION 395-103 01/14/20221ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 2 L1.01 NEIGHBORHOOD PARK NATURE TRAILS LAYOUT PLAN 1 ACTIVE AREAS Stump seating Obstacle walk Story telling pole Benches Listening Station Spring/Autumn color Smell Garden Butterfly observation Bird houses Nature art Find the 13 worms Plant ID lables Playground Stump Steppers Covered net climber Log climber Musical instruments See-saws Log fort Tee-pee Rope bridge Crawl-through log Digging areas Tree cookies NATURE TRAIL ACTIVITY AREA NATURE TRAIL NATURE ACTIVITY AREA (PASSIVE) NATURE ACTIVITY AREA (ACTIVE) NATURE TRAIL ACTIVITY AREAS: NATURE TRAIL ACTIVITY AREAS ARE A NEIGHBORHOOD AMENITY LOCATED ALONG NATURE PATHS THROUGHOUT THE PARK. THERE ARE TWO TYPES OF NATURE TRAIL ACTIVITY AREAS: ACTIVE AND PASSIVE. ACTIVE AREAS ARE DESIGNED FOR CHILDREN OF DIFFERENT AGE GROUPS AND INCLUDE PHYSICAL CHALLENGE ACTIVITIES. PASSIVE AREAS ARE INTENDED FOR ALL AGES. DESIGN CONCEPTS FOR ACTIVE AND PASSIVE AREAS ARE LISTED IN THE TABLE ON THIS SHEET. THESE AREAS PROVIDE OPPORTUNITIES TO EXPLORE AND ENGAGE WITH THE NATURAL RESOURCES IN THE LOCAL RESIDENTIAL NEIGHBORHOOD. CHILDREN BENEFIT FROM OPPORTUNITIES FOR BOTH STRUCTURED AND UNSTRUCTURED ENVIRONMENTAL EDUCATION. HANDS-ON INTERACTION WITH NATURAL AREAS PROMOTES HEALTHY CHILDHOOD DEVELOPMENT. SAFETY WILL BE ENSURED THROUGH REGULAR MAINTENANCE AND COMPLIANCE WITH THE REQUIRED RULES AND SPECIFICATIONS. NATURE TRAIL ACTIVITY AREAS ARE DESIGNATED LOCATIONS, MARKED BY ENTRY SIGNS AND/OR PHYSICAL MARKERS. THE PRESERVATION OF THE EXISTING VEGETATED CORRIDOR AREAS WILL BE CAREFULLY CONSIDERED IN THE DESIGN OF ACTIVITY AREAS. NATURAL MATERIALS, ON-SITE MATERIALS, NATURE-THEMED MATERIALS, AND SOFT SURFACES ARE USED TO CONSTRUCT THE ACTIVITY AREAS IN ORDER TO BLEND ACTIVITY AREAS WITH THE NATURAL SURROUNDINGS AND TO LIMIT IMPACT TO HEALTHY HABITAT. RULES & SPECIFICATIONS: THE FOLLOWING RULES AND SPECIFICATIONS ARE INTENDED TO GUIDE NATURE TRAIL ACTIVITY AREA DEVELOPMENT AND MAINTENANCE TO ENSURE THE SAFETY OF ACTIVITY AREAS AND THE PROTECTION OF NATURAL RESOURCES. ·PHYSICAL CHALLENGE ACTIVITIES SHALL BE COMPOSED OF NATURAL OR ON-SITE MATERIALS TO THE EXTENT FEASIBLE. OTHER MATERIALS SHALL BE NATURE-THEMED AND SHALL BE DESIGNED TO BLEND INTO THE NATURAL LANDSCAPED WITH MINIMAL IMPACT TO HEALTHY HABITAT. ·INVASIVE NON-NATIVE OR NOXIOUS VEGETATION SHALL BE REMOVED. ·STATIONS MUST BE ANCHORED. NO TRAIL ACTIVITY STRUCTURES INSTALLED ON-SITE MAY BE MOBILE, E.G. HAVE THE ABILITY TO ROLL OR TIP. ·BALANCE STATIONS SHALL BE LESS THAN 30” IN HEIGHT. ·FALL ZONE SHALL BE BARK OR WOOD CHIPS (NO TREATMENT). PASSIVE AREAS NEIGHBORHOOD PARK SEE LAYOUT PLAN SHEET L1.02 FOR ADDITIONAL INFORMATION CONSTRUCTION PROCESS 1.SITE REVIEW MEETING: PRIOR TO CONSTRUCTION, AS WELL AS, INTERIM AND FINAL INSPECTIONS, THE CONTRACTOR, LANDSCAPE ARCHITECT, AND THE CITY OF TIGARD WILL MEET ON SITE TO REVIEW EACH NATURE TRAIL ACTIVITY AREA LOCATION AND PROPOSED ACTIVITY. CONTRACTOR TO PROVIDE SKETCH FOR EACH ACTIVITY AREA. 2.CONTRACTOR WILL COORDINATE WITH LANDSCAPE ARCHITECT TO ESTABLISH SAFETY MEASURES IN CONSTRUCTION OF ACTIVITY AREAS. 3.FOLLOWING APPROVAL FROM LANDSCAPE ARCHITECT AND THE CITY OF TIGARD, THE CONTRACTOR WILL CONSTRUCT NATURE TRAIL ACTIVITY AREAS. 4.SAFETY INSPECTIONS BY THE LANDSCAPE ARCHITECT WILL OCCUR DURING CONSTRUCTION AS IDENTIFIED DURING SITE REVIEW MEETING AND FOLLOWING CONSTRUCTION NOTE: COVERED NET, ROPE BRIDGE, AND DIGGING AREAS SHALL COMPLY WITH NPSI, CPSC SAFETY REGULATIONS. C B A A B B B B B C CC C C C R29'-6 " -0+ 0 0 0+ 5 8 BP: - 0 + 0 0 . 0 0 PCC: 0+01.40 EP: 0+58.2 7 C1 C2 L3. 0 5 1 L3.05 2 1% SU B G R A D E SLO P E TYP . 1% 8' O C TYP 1% 1% 1% SU B G R A D E SLO P E TY P . R22'- 3 " R24'-6" R24 ' - 0 " R24 ' - 6 " R24'-6" R2 4 ' - 6 " R5 ' R3' R3' R9 ' - 0 " R42 ' - 6 " R31'- 0 " 5'-3" 10 ' 10' -0 + 0 0 1+00 1+05 BP: -0+00.00 EP : 1 + 0 5 . 4 7 PC C : 0 + 9 1 . 0 2 C4 C5 8'-6 " 33 ' - 6 " 53' 58' 67 ' 40 ' - 1 0 " 34'-3 " R2 5 'R40 ' - 0 " CULTURED STONE FREESTANDING WALL WITH CONCRETE MOW STRIP CULTURED STONE FREESTANDING SEATWALL CULTURED STONE RETAINING SEATWALL ALLAN BLOCK RETAINING WALL LANDSCAPE BOULDERS CONCRETE SIDEWALK CONCRETE PLAZA 4" CONCRETE PAVING WITH MONOLYTHIC CURB AT PLAY SURFACE PLAY AREA CONCRETE CURB TIMBER STAIRS CONCRETE / WOODCHIP CONNECTION CONCRETE / LANDSCAPE CONNECTION TRASH RECEPTACLE PET WASTE STATION CONCRETE / WOODCHIP TRAIL CONNECTION WOODCHIP TRAIL SHELTER PICNIC TABLE ADA PICNIC TABLE BENCH SCORE JOINT DOWN WOODY DEBRIS WOODCHIP PLAY SURFACE EXISTING ASPHALT ROAD TO REMAIN (2) BIKE RACK CONCRETE PLAZA 4" PERFORATED PIPESLEEVE CLASS 200 PVC 2X LINE SIZE SEE CIVIL DRAWINGS FOR DRAIN DAYLIGHT AND CONNECTION INTO SEWER SYSTEM AREA DRAIN B B A A CULTURED STONE RETAINING WALL L3.02 5 L3.02 3 L3.02 6 L3.02 8 L3.03 1 L3.01 1 L3.01 1 L3.04 5 L3.02 1 L3.04 6 L3.02 6 L3.01 3 L3.01 4 L3.04 5 L3.03 7 L3.02 9 L3.01 3 L3.01 5 L3.03 2 L3.03 6 L3.03 6 L3.03 4 L3.01 2 L3.02 2 L3.01 7 L3.04 4 L3.03 3 L3.01 1 L3.01 7 L3.03 9 2' 4'-6"3' CONCRETE MOW STRIP L3.02 5 CULTURED STONE WALL / CONCRETE CONNECTION L3.02 3 3''6 " TY P R66'-0 " WALL BY OTHERS TRAIL BY OTHERS CULTURED STONE RETAINING WALL AT PLAY AREA L3.04 2 5' 4" CONCRETE PAVING WITH MONOLYTHIC CURB AT PLAY SURFACE WALL STEP-TYP. 9 EQ STEPS 34'-4" PLAY IT SAFE SIGN L3.01 8 3' ADA AREA ACCESS RAMP 23' 3 EQUA L S T E P S L3.01 9 6'2 EQ S P A C E S 25' - 6 " L3.09 3 15'-6" 21'- 9 " 17 ' - 3 " 6'-11" R10'- 6 " 8' O CTY P R8 ' - 6 " R8' - 6 " R8 ' - 6 " R12'-0"10 ' 10' 47' R10'- 6 " R61'-6" PATH CENTERLINE IS FOR REFERENCE ONLY SW R I V E R T E R R A C E B O U L E V A R D 4" PERFORATED PIPE CONNECTION SEE CIVIL DRAWINGS FOR ADDITIONAL INFORMATION 5' 6' 1.PLAY EQUIPMENT PER PROVIDED PLANS INSTALLED BY CONTRACTOR ALL PLAY EQUIPMENT AND SURFACES TO MEET THE MINIMUM CPSC SAFETY REQUIREMENTS. NOTES: WOODCHIP TRAIL L3.01 5 L3.03 3 R4' - 0 " NOTES: 1.SEE SHEETS L2.01-L2.03 FOR PLANTING PLANS, DETAILS, NOTES, & LEGEND. 2.SEE SHEET L3.01-L3.08 FOR CONSTRUCTION DETAILS. 3.SEE CIVIL DRAWINGS FOR GRADING. 4.SEE CIVIL DRAWINGS FOR UTILITY LOCATIONS. 5.LANDSCAPE AREAS WILL BE PROVIDED WITH AN AUTOMATIC UNDERGROUND IRRIGATION SYSTEM. 6.RETAINING WALLS ARE DIMENSIONED TO BACK OF WALL. 7.VERIFY HORIZONTAL AND VERTICAL LOCATION OF WALLS (TOP AND BOTTOM) AND SURVEY STAKING WITH LANDSCAPE ARCHITECT AND CIVIL ENGINEER. 8.THE PATH CENTERLINE IS FOR REFERENCE, HORIZONTAL CONTROL, AND ALIGNMENT PURPOSES ONLY. THE PATH CENTERLINE IS NOT TO BE INTERPRETED AS A SCORE JOINT UNLESS OTHERWISE NOTED. SW R O Y R O G E R S R D . ( C . R . N O . 3 1 5 0 ) SW R I V E R T E R R A C E B L V D SW PERTH ROAD SW 1 6 5 T H A V E N U E KEY MAP NEIGHBORHOOD PARK - LAYOUT PLAN1 1 INCH 10 FEET SCALE 010 5 10 N: \ p r o j \ 3 9 5 - 1 0 3 \ 0 9 D r a w i n g s \ 0 7 L a n d s c a p e \ S h e e t s \ P D M O D 2 0 2 2 \ P h 2 \ 3 9 5 1 0 3 . ( L 1 ) P A R K - L A Y O U T - P H 2 . d w g - S H E E T : L 1 . 0 2 J a n 1 4 , 2 0 2 2 - 8 : 0 9 a m m i c h e l l e . h u n d l e y TC TI E11/08/02 HCSDCRAEPA AL N EREREGIS OREGON T 513 D REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KMK CONSTRUCTION 395-103 01/14/20221ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 2 L1.02 NEIGHBORHOOD PARK LAYOUT PLAN 1 NOTES: 1.SEE SHEET L1.01-L1.07 FOR STREET TREE PLANTING PLAN, DETAILS, NOTES, & LEGEND. 2.SEE SHEET L2.01-L2.04 FOR RIVER TERRACE BLVD PLANTING PLANS, DETAILS, NOTES, & LEGEND. 3.SEE SHEETS L1.01-L1.02 FOR PARK LAYOUT PLAN AND LEGEND. 4.SEE SHEET L3.01-L3.08 FOR CONSTRUCTION DETAILS. 5.SEE CIVIL DRAWINGS FOR UTILITY LOCATIONS. 6.LANDSCAPE AREAS WILL BE PROVIDED WITH AN AUTOMATIC UNDERGROUND IRRIGATION SYSTEM. 7.CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE IN LAWN AREAS. 8.SEE CIVIL DRAWINGS FOR POWER TO THE IRRIGATION CONTROLLER. ELECTRICAL SERVICE TO BE A MOBILE HOME STAB IN. 9.SEE CIVIL PLANS FOR IRRIGATION METER LOCATION. T T X X X X X X SW EVERTON STRE E T WATER QUALITY FACILITY BY OTHERS VEGETATED CORRIDOR MITIGATION AREA SEE PHASE 1 SHEET L3.01 SEE OPEN SPACE PLANTING SET FOR PLANTINGS THIS AREA WOODCHIP TRAIL SEE SHEET L1.01 FOR LAYOUT INFORMATION ACTIVE NATURE ACTIVITY AREA SEE SHEET L1.01 FOR ADDITIONAL INFORMATION PASSIVE NATURE ACTIVITY AREA SEE SHEET L1.01 FOR ADDITIONAL INFORMATION SW R I V E R T E R R A C E B O U L E V A R D SEE RIVER TERRACE BLVD PLANTING SET FOR PLANTINGS THIS AREA EXISTING TREE CANOPY TO REMAIN EXISTING TREE CANOPY TO REMAIN EXISTING TREE CANOPY TO REMAIN POCKET PLANT AREAS DISTURBED BY TRAIL CONSTRUCTION AND INVASIVES REMOVAL. PLANT PER NATIVE AREAS PLANTING LEGEND THIS SHEET. SEE DETAIL 2 SHEET L2.03 FOR PLANT SPACING. PRIOR TO PLANTING, VERIFY FIELD CONDITION AND IDENTIFY AREAS PROPOSED TO BE PLANTED. PROVIDE FOR AND SCHEDULE FOR THE LANDSCAPE ARCHITECT TO REVIEW PLACEMENT. POCKET PLANT DISTURBED EDGE ALONG TRAIL NATIVE AREAS PLANTING LEGEND NOOTKA ROSE / Rosa nutkana: OREGON GRAPE / Mahonia nervosa: SNOWBERRY / Symphorocarpus alba: SWORD FERN /Polystichum munitum: BIRCHLEAF SPIRAEA / Spiraea betulifolia: RED FLOWERING CURRENT /Ribes sanguineum: COMMON NAME / Botanical name: RED TWIG DOGWOOD / Cornus sericea: PACIFIC NINE BARK /Physocarpus capitatus: PLANT FORM / SIZE CLUSTERS OF 3-4 PLANTS; 2' O.C. PLANT SPACING BAREROOT /18" HEIGHT CLUSTERS OF 3-4 PLANTS; 2' O.C. CLUSTERS OF 3-4 PLANTS; 2' O.C. CLUSTERS OF 3-4 PLANTS; 2' O.C. CLUSTERS OF 3-4 PLANTS; 2' O.C. CLUSTERS OF 3-4 PLANTS; 2' O.C. CLUSTERS OF 3-4 PLANTS; 2' O.C. CLUSTERS OF 3-4 PLANTS; 2' O.C. BAREROOT /18" HEIGHT BAREROOT /18" HEIGHT BAREROOT /18" HEIGHT BAREROOT /18" HEIGHT BAREROOT /18" HEIGHT BAREROOT /18" HEIGHT BAREROOT /18" HEIGHT TOTAL QTY: 5,520 S.F. 200 NOTE: TRAIL SF IMPACTS USED TO DETERMINE REVEGETATION QUANTITIES. "MASSACHUSETTS KINNIKINICK' / Arctostaphylos uva-ursi 'mass.'CLUSTERS OF 3-4 PLANTS; 18" O.C.1 GAL 2,989 200 200 200 200 200 200 200 C: \ U s e r s \ m i c h e l l e . h u n d l e y \ A p p D a t a \ L o c a l \ T e m p \ A c P u b l i s h _ 1 1 4 2 0 \ 3 9 5 1 0 3 . ( L 2 ) P A R K - P L A N T I N G - P H 2 . d w g - S H E E T : L 2 . 0 1 J a n 1 4 , 2 0 2 2 - 8 : 1 0 a m m i c h e l l e . h u n d l e y TC TI E11/08/02 HCSDCRAEPA AL N EREREGIS OREGON T 513 D REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KMK CONSTRUCTION 395-103 01/14/20221ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 2 SW R O Y R O G E R S R D . ( C . R . N O . 3 1 5 0 ) SW R I V E R T E R R A C E B L V D SW PERTH ROAD SW 1 6 5 T H A V E N U E KEY MAP NEIGHBORHOOD PARK - PLANTING PLAN1 1 INCH 30 FEET 30 15 30 SCALE 0 L2.01 NEIGHBORHOOD PARK PLANTING PLAN NEIGHBORHOOD PARK SEE PLANTING PLAN SHEET L2.02 FOR PLANTING THIS AREA. 1 NOTES: 1.SEE SHEET L1.01-L1.07 FOR STREET TREE PLANTING PLAN, DETAILS, NOTES, & LEGEND. 2.SEE SHEET L2.01-L2.04 FOR RIVER TERRACE BLVD PLANTING PLANS, DETAILS, NOTES, & LEGEND. 3.SEE SHEETS L1.01-L1.02 FOR PARK LAYOUT PLAN AND LEGEND. 4.SEE SHEET L3.01-L3.08 FOR CONSTRUCTION DETAILS. 5.SEE CIVIL DRAWINGS FOR UTILITY LOCATIONS. 6.LANDSCAPE AREAS WILL BE PROVIDED WITH AN AUTOMATIC UNDERGROUND IRRIGATION SYSTEM. 7.CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE IN LAWN AREAS. 8.SEE CIVIL DRAWINGS FOR POWER TO THE IRRIGATION CONTROLLER. ELECTRICAL SERVICE TO BE A MOBILE HOME STAB IN. 9.SEE CIVIL PLANS FOR IRRIGATION METER LOCATION. SW R I V E R T E R R A C E B O U L E V A R D LIMIT OF WORK LIMIT OF WORK 1 2" IRRIGATION METER WITH 2" SERVICE COORDINATE WITH CIVIL DRAWINGS EXISTING TREE CANOPY TO REMAIN EXISTING TREE CANOPY TO REMAIN EXISTING TREE CANOPY TO REMAIN PLAY AREA PLAY AREA PLAZA SEATING AREA LAWN 2,286 SF C: \ U s e r s \ m i c h e l l e . h u n d l e y \ A p p D a t a \ L o c a l \ T e m p \ A c P u b l i s h _ 1 1 4 2 0 \ 3 9 5 1 0 3 . ( L 2 ) P A R K - P L A N T I N G - P H 2 . d w g - S H E E T : L 2 . 0 2 J a n 1 4 , 2 0 2 2 - 8 : 1 0 a m m i c h e l l e . h u n d l e y TC TI E11/08/02 HCSDCRAEPA AL N EREREGIS OREGON T 513 D REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KMK CONSTRUCTION 395-103 01/14/20221ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 2 SW R O Y R O G E R S R D . ( C . R . N O . 3 1 5 0 ) SW R I V E R T E R R A C E B L V D SW PERTH ROAD SW 1 6 5 T H A V E N U E KEY MAP NEIGHBORHOOD PARK - PLANTING PLAN1 1 INCH 10 FEET SCALE 010 5 10 L2.02 NEIGHBORHOOD PARK PLANTING PLAN 1 COMMON NAME / BOTANICAL NAME: SIZE AND DESCRIPTIONQTYSYMBOL NEIGHBORHOOD PARK PLANTING LEGEND COLUMNAR EASTERN WHITE PINE / PINUS STROBUS FASTIGIATA: 8' Ht., B&B3 TREES KELSEY'S DWARF REDOSIER DOGWOOD / CORNUS SERICEA 'KELSEYI' : 2 GAL. 'CRIMSON PYGMY' BARBERRY / BERBERIS THUNBERGII 'CRIMSON PYGMY': 2 GAL. ANTHONY WATERER SPIREA / SPIREA BUMALDA 'ANTHONY WATERER': 2 GAL. WHITE OAK / QUERCUS ALBA: 2" CAL., B&B6 OAKLEAF HYDRANGEA / HYDRANGEA QUERCIFOLIA: 2 GAL. FOERSTER'S FEATHER REED GRASS / CALAMAGROSTIS X ACUTIFLORA 'KARL FOERSTER': 1 GAL.121 122 YOSHINO FLOWERING CHERRY / PRUNUS X YEDOENSIS: 2" CAL., B&B 7 COMMON NAME / BOTANICAL NAME: SIZE AND DESCRIPTIONQTYSYMBOL 22 105 SHRUBS 47 6 18 14 21 9 COMMON NAME / BOTANICAL NAME: SIZE AND DESCRIPTIONQTYSYMBOL ORNAMENTAL GRASSES CODE 2,286 SF LAWN PRO-TIME 309 (SUPREME MIX) GRASS SEED BY HOBBS AND HOPKINS, LTD. AT A RATE OF 8 LBS/1000 SF REDTWIG DOGWOOD /CORNUS STOLONIFERA: 2 GAL. RHODODENDRON 'JEAN MARIE DE MONTEGUE': 2 GAL. RED FLOWERING CURRENT / RIBES SANGUINEUM: 2 GAL. SUNDANCE MEXICAN ORANGE / CHOISYA TERNATA 'SUNDANCE': 2 GAL. DWARF FOUNTAIN GRASS / PENNISETUM ALOPECUROIDES 'HAMELN': 1 GAL. COMMON NAME / BOTANICAL NAME: SIZE AND DESCRIPTIONQTYSYMBOL LAWN CODE C: \ U s e r s \ m i c h e l l e . h u n d l e y \ A p p D a t a \ L o c a l \ T e m p \ A c P u b l i s h _ 1 1 4 2 0 \ 3 9 5 1 0 3 . ( L 2 ) P A R K - P L A N T I N G - P H 2 . d w g - S H E E T : L 2 . 0 3 J a n 1 4 , 2 0 2 2 - 8 : 1 0 a m m i c h e l l e . h u n d l e y TC TI E11/08/02 HCSDCRAEPA AL N EREREGIS OREGON T 513 D REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KMK CONSTRUCTION 395-103 01/14/20221ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 2 L2.03 NEIGHBORHOOD PARK PLANTING LEGEND, DETAILS, & NOTES CONIFER TREE GUYING DETAIL L2.03 3 SHRUB PLANTING DETAIL L2.03 4 TREE STAKING DETAIL L2.03 1 GROUNDCOVER PLANTING DETAIL L2.03 5 12" THOROUGHLY TILLED SUBSOIL NOTE: TILL SOIL SO THAT THERE ARE NO CLODS OR CLUMPS LARGER THAN 1 1/2" DIA. THOROUGHLY MIX INTO A DEPTH OF 6" 6" SPECIFIED BACKFILL SOIL FINISHED GRADE MULCH GROUNDCOVER PLANT RANDOM PLANTING PATTERN L2.03 2 RANDOMLY MIX PLANT SPECIES AND HEIGHTS OFFSET PLANTS TO AVOID STRAIGHT ROWS TYPICAL O.C. (on center) PLANTING GRID CLUMP & SCATTER PLANTS SO THAT AVERAGE PLANTING DENSITY IS EQUIVALENT TO GRID SPACING DIAMETER OF ROOT BALL 12" DE P T H RO O T B A L L 1'- 0 " M i n . DE P T H - 2 " RO O T B A L L ROOTBALL 12" DIAMETER OF 30 " M I N . OF ROOT BALL 2 X DIAMETER 1 1 / 2 X R O O T BA L L D E P T H NOTE: 1.TIE BRIGHTLY COLORED P.V.C. RIBBON ON WIRE GUYS. (MIN. 1 PER GUY.) 2.IN LAWN AREAS CUT TREE CIRCLE AT 12' RADIUS FROM TRUNK. BACKFILL SOIL NOTE: STAKE ALL EVERGREEN TREES LESS THAN 4" CALIPER. DO NOT STAKE VINE MAPLES. TREES 1 1/2" CALIPER AND LESS SHALL BE STAKED WITH A SINGLE WOOD STAKE UNLESS OTHERWISE SPECIFIED. 3' UNDER FIRST LIMBS OR 5' HIGH. WHICH EVER IS LOWEST. SCARIFY EDGES AND BOTTOM OF HOLE FINISH GRADE BACKFILL SOIL MULCH AS SPECIFIED, KEEP MULCH CLEAR OF SHRUB STEM BASE "CHAIN LOCK" TREE TIES OR BLACK FLEX GARDEN HOSE COVERING TWIST STRANDS AROUND EACH OTHER MIN. 3 GUYS @ 120° APART SET ROOT CROWN NO MORE THAN 4" ABOVE FINISH GRADE MULCH AS SPECIFIED KEEP MULCH CLEAR OF TRUNK BASE CUT AND REMOVE TWINE AND BURLAP FROM TOP AND SIDES OF ROOTBALL. (REMOVE ALL WIRE BASKET) 2"X2" WOOD STAKES OR METAL TREE ANCHORS AS APPROVED. AMENDED NATIVE SOIL/BACKFILL PLANTING MIX PER SPECIFICATIONS TILLED, AMENDED, AND MOUNDED NATIVE SUBSOIL TREE TIE (2) GLAV. STEEL WIRE; LOSE TO ALLOW 4" OFF MOVEMENT IN ALL DIRECTIONS FINISH GRADE CUT AND REMOVE TWINE BURLAP, AND WIRE BASKET FROM TOP AND SIDES OF ROOTBALL. 2"X2"X8' WOOD STAKES SET OUTSIDE ROOTBALL ON WINDWARD AXIS (REMOVE AFTER ONE YEAR) MULCH AS SPECIFIED. KEEP MULCH CLEAR OF TRUNK BASE. DEEPROOT GREEN INFRASTRUCTURE, LLC 101 MONTGOMERY STREET, SUITE 2850, SAN FRANCISCO, CA 94104 INFO@DEEPROOT.COM TEL: 415 781 9700 NOTE: 1.TIE BRIGHTLY COLORED P.V.C. RIBBON ON WIRE GUYS. (MIN. 1 PER GUY.) 2.IN LAWN AREAS CUT TREE CIRCLE AT 12' RADIUS FROM TRUNK. GENERAL NOTES: LANDSCAPE PLAN 1.THE CONTRACTOR SHALL VERIFY WITH OWNER AND UTILITY COMPANIES THE LOCATIONS OF ALL UTILITIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL DETERMINE IN THE FIELD THE ACTUAL LOCATIONS AND ELEVATIONS OF ALL EXISTING UTILITIES WHETHER SHOWN ON THE PLANS OR NOT. THE CONTRACTOR SHALL CALL UTILITY PROTECTION SERVICE 72 HOURS PRIOR TO CONSTRUCTION. 2.THE CONTRACTOR SHALL EXAMINE FINISH SURFACE, GRADES, TOPSOIL QUALITY AND DEPTH. DO NOT START ANY WORK UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. VERIFY LIMITS OF WORK BEFORE STARTING. 3.CONTRACTOR TO REPORT ALL DAMAGES TO EXISTING CONDITIONS AND INCONSISTENCIES WITH PLANS TO ODR. 4.ALL PLANT MASSES TO BE CONTAINED WITHIN A BARK MULCH BED, UNLESS NOTED OTHERWISE.USE MEDIUM AGED DARK FIR MULCH. APPLY A UNIFORM 3-4 INCH LAYER OF BARK MULCH AROUND TREES AND SHRUBS IN GENERAL LANDSCAPE, AND 2-3 INCH LAYER IN STORMWATER FACILITIES. KEEP MULCH AT LEAST 6 INCHES AWAY FROM THE TRUNKS OF TREES. PLACE AFTER SOIL BLEND AND VEGETATION INSTALLATION. 5.BED EDGE TO BE NO LESS THAN 11.5" AND NO MORE THAN 18" FROM OUTER EDGE OF PLANT MATERIAL BRANCHING. WHERE GROUND-COVER OCCURS, PLANT TO LIMITS OF AREA AS SHOWN. 6.CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE IN ALL LANDSCAPE BEDS AND ALL LAWN AREAS. 7.CONTRACTOR TO FINE GRADE AND ROCK-HOUND ALL TURF AREAS PRIOR TO SEEDING, TO PROVIDE A SMOOTH AND CONTINUAL SURFACE, FREE OF IRREGULARITIES (BUMPS OR DEPRESSIONS) & EXTRANEOUS MATERIAL OR DEBRIS. 8.QUANTITIES SHOWN ARE INTENDED TO ASSIST CONTRACTOR IN EVALUATING THEIR OWN TAKE-OFFS AND ARE NOT GUARANTEED AS ACCURATE REPRESENTATIONS OF REQUIRED MATERIALS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR HIS BID QUANTITIES AS REQUIRED BY THE PLANS AND SPECIFICATIONS. IF THERE IS A DISCREPANCY BETWEEN THE NUMBER LABELED ON THE PLANT TAG AND THE QUANTITY OF GRAPHIC SYMBOLS SHOWN, THE GRAPHIC SYMBOL QUANTITY SHALL GOVERN 9.COORDINATE LANDSCAPE INSTALLATION WITH INSTALLATION OF UNDERGROUND SPRINKLER AND DRAINAGE SYSTEMS. 10.WITH THE EXCEPTION OF THOSE TREES INDICATED ON THE TREE REMOVAL PLAN, CONTRACTOR SHALL NOT REMOVE ANY TREES DURING CONSTRUCTION WITHOUT THE EXPRESS WRITTEN CONSENT OF THE ODR. EXISTING VEGETATION TO REMAIN SHALL BE PROTECTED AS DIRECTED BY THE ODR. 11.WHERE PROPOSED TREE LOCATIONS OCCUR UNDER EXISTING OVERHEAD UTILITIES OR CROWD EXISTING TREES, NOTIFY ODR TO ADJUST TREE LOCATIONS. 12.LANDSCAPE MAINTENANCE PERIOD BEGINS IMMEDIATELY AFTER THE COMPLETION OF ALL PLANTING OPERATIONS AND WRITTEN NOTIFICATION TO THE ODR. MAINTAIN TREES, SHRUBS, LAWNS AND OTHER PLANTS UNTIL FINAL ACCEPTANCE OR 90 DAYS AFTER NOTIFICATION AND ACCEPTANCE, WHICHEVER IS LONGER. 13.REMOVE EXISTING WEEDS FROM PROJECT SITE PRIOR TO THE ADDITION OF ORGANIC AMENDMENTS AND FERTILIZER. APPLY AMENDMENTS AND FERTILIZER PER THE RECOMMENDATIONS OF THE SOIL ANALYSIS FROM THE SITE. 14.BACK FILL MATERIAL FOR TREE AND SHRUB PLANTING SHALL CONTAIN: ONE PART FINE GRADE COMPOST TO ONE PART TOPSOIL BY VOLUME, BONE MEAL PER MANUFACTURE'S RECOMMENDATION, AND SLOW RELEASE FERTILIZER PER MANUFACTURER'S RECOMMENDATION. 15.GROUND COVERS AND PERENNIALS SHALL BE PLANTED WITH A MAXIMUM 2 INCH COVER OF BARK MULCH WITH NO FOLIAGE COVERED. 16.CONTRACTOR SHALL OBTAIN WRITTEN APPROVAL FOR ALL PLANT MATERIAL SUBSTITUTIONS FROM THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. PLANT SUBSTITUTIONS WITHOUT PRIOR WRITTEN APPROVAL THAT DO NOT COMPLY WITH THE DRAWINGS AND SPECIFICATIONS MAY BE REJECTED BY THE LANDSCAPE ARCHITECT AT NO COST TO THE OWNER. THESE ITEMS MAY BE REQUIRED TO BE REPLACED WITH PLANT MATERIALS THAT ARE IN COMPLIANCE WITH THE DRAWINGS. 17.ALL PLANT MATERIALS SHALL BE NURSERY GROWN WITH HEALTHY ROOT SYSTEMS AND FULL BRANCHING, DISEASE AND INSECT FREE AND WITHOUT DEFECTS SUCH AS SUN SCALD, ABRASIONS, INJURIES AND DISFIGUREMENT. 18.ALL PLANT MATERIAL SHALL BE INSTALLED AT THE SIZE AND QUANTITY SPECIFIED. THE LANDSCAPE ARCHITECT IS NOT RESPONSIBLE FOR SUB-STANDARD RESULTS CAUSED BY REDUCTION IN SIZE AND/OR QUANTITY OF PLANT MATERIALS. 19.STORMWATER FACILITY BLENDED SOIL PER CITY OF PORTLAND SECTION 01040.14. 20.SOIL PREPARATION SHOULD COMPLY WITH SPECIFICATION SECTION 329113. 4" CONCRETE SIDEWALK L3.01 1 CONCRETE SIDEWALK / LANDSCAPE L3.01 4 SCORE JOINT DETAIL L3.01 2 4" 6" 4" 4" CONCRETE WALK / WOODCHIP TRAIL L3.01 3 L3.01 2 4" CONCRETE, LIGHT BROOM FINISH SEE LAYOUT PLAN FOR SCORING SLOPE VARIES SEE GRADING PLAN SHEETS FOR ELEVATIONS 3/4" COMPACTED CRUSHED ROCK BASE COMPACTED SUBGRADE SCORE JOINT FINISH GRADE OF PLANTING AREA 1 4" BELOW FINISH GRADE OF SIDEWALK SEE PLANTING PLAN AND LAYOUT PLANS SPECIFIED BACKFILL PLANTING MIX 4" CONCRETE, LIGHT BROOM FINISH SEE LAYOUT PLAN FOR SCORING 3 4" MINUS COMPACTED CRUSHED ROCK BASE COMPACTED SUBGRADE L3.01 1 1. REMOVE ALL ORGANIC MATERIAL AND TOPSOIL TO SUBGRADE DEPTH PRIOR TO PLACING WOODCHIPS. FINISH GRADE4" DEPTH ACCESSIBLE WOODCHIP TRAIL EXISTING SUBGRADE FILTER FABRIC SET WOODCHIP TRAIL 14" BELOW FINISH GRADE CONCRETE SIDEWALK L3.01 1 4" WOODCHIP TRAIL L3.01 5 NOTE: 1. REMOVE ALL ORGANIC MATERIAL AND TOPSOIL TO SUBGRADE DEPTH PRIOR TO PLACING WOODCHIPS.4" DEPTH ACCESSIBLE WOODCHIP TRAIL 5' FINISH GRADE FILTER FABRIC PLAY SURFACE DRAINAGE DETAIL L3.01 7 6" ACCESSIBLE WOODCHIP PLAYGROUND SURFACING (MEETS ADA STANDARDS) IN ACCORDANCE WITH ASTM-F-1292, ASTM-F-1951, AND CPSC GUIDELINES 4" O.D. PERFORATED DRAIN PIPE BY 'ADS', CAP END. SLOPE TO DRAIN SEE GRADING PLANS FOR ADDITIONAL INFORMATION DRAIN ROCK COMPACTED SUBGRADE SLOPE TO DRAIN8' O.C.8' O.C. LC BY 'ADS' ADVANCED DRAINAGE SYSTEMS, INC. 204 SE STONEMILL DRIVE, SUITE 225 VANCOUVER, WA 98684 WWW.ADS-PIPE.COM 360-601-2790 12 " M I N 6'-0" 1:12 MAX. SLOPE CRUSHED ROCK 4" OF 3/4"-0" COMPACTED COMPACTED SUBGRADE 12 " 6" CURB BEYOND 4" CONCRETE (ADA) ACCESS ROUTE, LIGHT BROOM FINISH PERPENDICULAR TO RAMP DIRECTION (NO SHINERS), SEE LAYOUT PLAN FOR LOCATION. PLAY AREA ADA ACCESS RAMP L3.01 9 ASTM-F-1951 AND CPSC GUIDELINES IN ACCORDANCE WITH ASTM-F-1292 (MEETS ADA STANDARDS) ACCESSIBLE WOOD CHIP PLAYGROUND SURFACING 4" 4" DOWEL PLAY IT SAFE SIGN L3.01 8 6"X6" P.T. POST 30"X30" ALUMINUM PANEL 1" CHAMFER ALL SIDES PLYWOOD 1/4" GALVANIZED COMPACTED SUBGRADE 1-3/4" TIMES ROMAN 3/4" TIMES ROMAN, TYP. 1/2" WHITE BOARDER BACKGROUND COLOR:RECREATIONAL BROWN TEXT AND BOARDER COLOR: WHITE 2" RADIUS, TYP. SIGN ELEVATION 30" 30 " 1" 2' - 1 0 " 2' - 6 " 1/ 8 " 1/4" GALVANIZED LAG SCREW LAG SCREW SIGN GRAPHIC ON 3/4" MARINE PLAY IT SAFE PLAY IT SAFE THIS AREA IS DESIGNATED FOR CHILDREN 5-12. ADULT SUPERVISIONIS RECOMMENDED PLEASE RESPECT OTHERS, HAVEFUN AND PLAY SAFELY. FUN AND PLAY SAFELY. PLEASE RESPECT OTHERS, HAVE IS RECOMMENDED ADULT SUPERVISION THIS AREA IS DESIGNATED FOR CHILDREN 5-12.CHILDREN 5-12. THIS AREA IS DESIGNATED FOR ADULT SUPERVISION IS RECOMMENDED PLEASE RESPECT OTHERS, HAVE FUN AND PLAY SAFELY. PLAY IT SAFE FRONT BACK SIGN GRAPHIC 3/4" COMPACTED, THE SIZE OF POST CONCRETE COLLAR 2 X CRUSHED ROCK DEPTH VARIES M:\Jurisdictional and Client CAD details\POLYGON\River Terrace Logos\River Terrace Logo Full.jpg M:\Jurisdictional and Client CAD details\POLYGON\River Terrace Logos\River Terrace Logo Full.jpg RIVER TERRACE LOGO 4" THICK CONCRETE SIDEWALK NOTE: FEATHER OUT PLAY SURFACE MATERIAL TO CREATE A SMOOTH TRANSITION BETWEEN CONCRETE CURB, WALKWAY, AND CONCRETE (ADA) ACCESS. 12"8'-0". REMOVE UPPERMOST ORGANIC MATERIAL ONLY GEOTEXTILE FABRIC 4" of 3/4" COMPACTED, CRUSHED ROCK SECTION AT P.T. TIMBER STEP L3.01 6 EXISTING GRADE TO REMAIN FILTER FABRIC NOTES: 1.NO SHINER BANDS ON TOOLED JOINTS. 2.PLACE SCORE JOINTS AT MAXIMUM 10' ON CENTER. FOR PAVING SCORING PATTERN SEE LAYOUT PLAN 1 4" 1 4D D 14" RADIUS TOOLED EDGES CONCRETE PAVING 1 - N: \ p r o j \ 3 9 5 - 1 0 3 \ 0 9 D r a w i n g s \ 0 7 L a n d s c a p e \ S h e e t s \ P D M O D 2 0 2 2 \ P h 2 \ 3 9 5 1 0 3 . ( L 3 ) P A R K - D E T A I L S - P H 2 . d w g - S H E E T : L 3 . 0 1 J a n 1 3 , 2 0 2 2 - 4 : 2 5 p m m i c h e l l e . h u n d l e y TC TI E11/08/02 HCSD CRAEPA AL N EREREGIS OREGON T 513 D REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KMK CONSTRUCTION 395-103 01/14/20221ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 2 L3.01 NEIGHBORHOOD PARK CONSTRUCTION DETAILS LOG PLACEMENT ON GROUND L3.02 2 NOTE: DOWN WOODY DEBRIS (LOG) 14" TO 18" DIAMETER BY 20 TO 32 FEET LONG DECIDUOUS OR CONIFEROUS TREES WITH ROOTWAD SALVAGED FROM THE CLEARING AND GRUBBING OPERATION- REMOVE HAARDOUS BRANCHES. MI N . 6" 10 " 4" 6"6" VA R I E S 3 0 " M A X . CULTURED STONE / CONCRETE L3.02 3 SEE DETAIL 7 THIS SHEET FOR STONE VENEER INFORMATION L3.01 1 MANUFACTURED STONE VENEER AS SPECIFIED. 4 BAR 16 INCHES O.C. EXTEND THRU VOIDS IN CMU BLOCK TO UPPER-MOST COURSE.1 2" GROUT OINTS. FILL CMU VOIDS WITH GROUT. 6"X6"X12" HOLLOW CONCRETE MASONRY UNIT (CMU) BLOCKS (TYP.) FINSIH GRADE COMPACTED CRUSHED ROCK 4" CONCRETE, LIGHT BROOM FINISH, SEE LAYOUT PLAN FOR SCORING 4" CRUSHED ROCK BASE 4 BAR "L" 24 INCHES O.C. EXTEND THRU VOID IN CMU BLOCK . (3) 4 BAR CONTINUOUS. 3" CLR. CENTER VERT. IN FTG. CULTURED STONE VENEER L3.02 7 STONE VENEER WALL MANUFACTURE: CULTURED STONE SUPPLIER: MUTUAL MATERIALS MATERIAL: CHARDONNAY OLD COUNTRY FIELD STONE 6"6" 10 " 4" FREESTANDING WALL IN LANDSCAPE L3.02 5 MI N . 6" 30 " M A X . 6" MANUFACTURED STONE VENEER AS SPECIFIED. 4 BAR 16 INCHES O.C. EXTEND THRU VOIDS IN CMU BLOCK TO UPPER-MOST COURSE. 4 BAR "L" 24 INCHES O.C. EXTEND THRU VOID IN CMU BLOCK . (3) 4 BAR CONTINUOUS. 3" CLR. CENTER VERT. IN FTG. CONCRETE MOW STRIP LIGHT BROOM FINISH 12" GROUT OINTS. FILL CMU VOIDS WITH GROUT. 6"X6"X12" HOLLOW CONCRETE MASONRY UNIT (CMU) BLOCKS (TYP.) FINSIH GRADE 34" MINUS COMPACTED CRUSHED ROCK 30 " M A X . 6"6" 10 " 4" CULTURED STONE RETAINING WALL L3.02 6 MI N . 6" SET LANDSCAPE 4" BELOW TOP OF WALL 6"X6"X12" HOLLOW CONCRETE MASONRY UNIT (CMU) BLOCKS (TYP.) 4 BAR 16 INCHES O.C. EXTEND THRU VOIDS IN CMU BLOCK TO UPPER-MOST COURSE. DRAIN ROCK WRAPPED IN GEOTEXTILE FABRIC. (3) 4 BAR CONTINUOUS. 3" CLR. CENTER VERT. IN FTG. 4 BAR "L" 24 INCHES O.C. EXTEND THRU VOID IN CMU BLOCK .34" MINUS COMPACTED CRUSHED ROCK GRADE CHANGE VARIES SEE GRADING PLAN FINSIH GRADE MANUFACTURED STONE VENEER 12" GROUT OINTS. FILL CMU VOIDS WITH GROUT. 4" DIA. DRAIN TILE TO EXTEND TO DAYLIGHT. ALLAN BLOCK GRAVITY WALL DETAIL L3.02 8 PET WASTE STATION SIGN AND POST MANUFACTURER: PET WASTE ELIMINATOR POST MODEL: STEEL SIGN POST 8' HT. COLOR: GREEN SIGN MODEL: PLEASE CLEAN UP AFTER YOUR PET NOTE: PET WASTE BAGS AND DISPENSER TO BE PROVIDED BY CITY OF TIGARD. PET WASTE STATION L3.02 9 NOTE: POSITION LOG BETWEEN PROPOSED PLANTS TO APPEAR NATURAL. DO NOT DISTURB SURROUNDING AREA. 2 EX P O S E D W A L L H T . ALLAN BLOCK WALL BATTER FROM VERTICAL ALLAN BLOCK UNIT SEE SHEET L3.06 FOR ADDITIONAL INFORMATION FINISH GRADE EM B E D M E N T DE P T H 4" 12" RETAINED SOIL WELL-GRADED GRANULAR WALL ROCK 14" TO 1 12" LESS THAN 10 FINES 4" TOE DRAIN PIPE VENTED TO DAYLIGHT SEE DETAIL 7 THIS SHEET FOR STONE VENEER INFORMATION SEE DETAIL 7 THIS SHEET FOR STONE VENEER INFORMATION 6" CONCRETE CURB / PLAY SURFACE L3.02 1 SET FINISHED GRADE FOR LAWN 1/2" BELOW TOP OF CURB FINISH GRADE AT PLAY SURFACE. SURFACE MATERIAL TO BE FLUSH WITH TOP OF CURB. ACCESSIBLE WOODCHIP PLAYGROUND SURFACING L3.01 7 4" O.D. PERFORATED DRAIN PIPE BY 'ADS', CAP END. SLOPE TO DRAIN, SEE PARK LAYOUT PLAN L1.02 FOR LAYOUT AND NOTES. SEE GRADING PLANS FOR ADDITIONAL INFORMATION. DRAIN ROCK 3 4" COMPACTED CRUSHED ROCK COMPACTED SUBGRADE 12 " 6" 7 3/4" 1" R1 2" R CAST-IN-PLACE CONCRETE CURB. CONDITION VARIES SEE LAYOUT PLANS. WHERE LAWN OCCURS, HOLD FINISHED LAWN 12" BELOW TOP OF CURB FILTER BLANKET CONCRETE CURB NOTES: 1.CONCRETE CURBS SHALL BE 3000 PSI MIN. 3-1/2" SLUMP (MAX). 2.EXPANSION OINTS SHALL BE PLACED AT 45' MAXIMUM SPACING AT PLAY AREA CURBS. 1-1/2" DEEP CUT OINTS TO BE PLACED AT 15' MAXIMUM SPACING. 3.CURB SHALL BE PLACED ON 4"(MIN) CRUSHED AGGREGATE (3/4"- 0") 4.COMPACT SUBGRADE & AGGREGATE TO 95 OF MAX. DRY DENSITY. 5.CURBS TO HAVE TROWEL FINISH. LOG WITH ROOTWAD UNDISTURBED OR COMPACTED SUBGRADE PICNIC TABLE SEE LAYOUT PLANS FOR LOCATION ANCHOR PLATE SIE VARIES 1 2" DIA. ANCHOR BOLT W/ TAMPER RESISTANT HEAD IN LEAD SLEEVE CONCRETE SIDEWALK PICNIC TABLE SURFACE MOUNT L3.02 4 SEE DETAIL 6 SHEET L3.03 FOR ADDITIONAL INFORMATION. 4" 4" N: \ p r o j \ 3 9 5 - 1 0 3 \ 0 9 D r a w i n g s \ 0 7 L a n d s c a p e \ S h e e t s \ P D M O D 2 0 2 2 \ P h 2 \ 3 9 5 1 0 3 . ( L 3 ) P A R K - D E T A I L S - P H 2 . d w g - S H E E T : L 3 . 0 2 J a n 1 3 , 2 0 2 2 - 4 : 1 4 p m m i c h e l l e . h u n d l e y TC TI E11/08/02 HCSDCRAEPA AL N EREREGIS OREGON T 513 D REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KMK CONSTRUCTION 395-103 01/14/20221ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 2 L3.02 NEIGHBORHOOD PARK CONSTRUCTION DETAILS F.G. 90° C B B A BURY A MIN. OF 13 OF OVERALL MASS OF BOULDER BELOW GRADE. BOULDER MUST REST IN STABLE POSITION FULLY SUPPORTING ITS OWN WEIGHT. SUBGRADE AND SURROUNDING SOIL MUST BE STABLE AND CAPABLE OF SUPPORTING BOULDERS WITHOUT SETTLING. MULCH OR EXISTING DUFF LAYER 4" COMPACTED 34" MINUS CRUSHED ROCK UNDISTURBED OR COMPACTED SUBGRADE ANGLE NOT TO BE LESS THAN 90 DEGREES FOR THE TOP 2/3 BOULDER EXPOSURE SIES TO VARY SIES TO VARY NOTES: 1. FIELD COORDINATE SELECTION AND PLACEMENT OF BOULDERS WITH LANDSCAPE ARCHITECT. STONES ARE TO BE SMOOTH WITH NO ANGULAR FACES. REMOVE AND EASE ALL SHARP EDGES AND CORNERS. NATURAL GRAY-BROWN COLOR.SEE LAYOUT PLAN 2. PLACEMENT IS TO BE NATURAL AND RANDOM IN APPEARANCE. SIES SHALL BE PER THE BOULDER SCHEDULE. 3. PLACED BOULDERS SHALL BE INCAPABLE OF ROLLING, PITCHING OR MOVING AFTER PLACEMENT. McGREGOR LAKE BOULDERS - OR APPROVED EQUAL MANUFACTURER: SMITH ROCK INC. 6001 SE OHNSON CREEK BLVD. PORTLAND, OR 97206 503.771.3110 B HEIGHT DIAMETER QUANTITY A BOULDER SCHEDULE 2'18"-24"6 2'-6"24"-30"2 TOTAL 15 KEY C 1'-6"12"-18"7 LANDSCAPE BOULDERS L3.03 1 BENCH L3.03 4 PICNIC TABLE L3.03 6 VICTOR STANLEY P.O. DRAWER 330 - DUNKIRK, MD 20754 USA TOLL FREE: (800) 368-2573 (USA & CANADA) TEL (301) 855-8300 - FAX (410) 257-7579 WEB SITE: HTTP://WWW.VICTORSTANLEY.COM PICNIC TABLE MANUFACTURER: VICTOR STANLEY MODEL: THE HOMESTEAD COLLECTION ST-6 TABLE WITH BENCHES FINISH: RECYCLED PLASTIC SLATS, COLOR: RECYCLED MAPLE METAL: TITANIUM POWDERCOATED SIE: 6' TABLE TOP / SURFACE MOUNT ACCESSIBLE PICNIC TABLE MANUFACTURER: VICTOR STANLEY MODEL: HOMESTEAD COLLECTION - MODEL ST-6, 8' TABLE WITH 6' BENCHES FINISH: RECYCLED PLASTIC SLATS - COLOR: RECYCLED MAPLE METAL: TITANIUM POWDERCOATED SIE: 8' TABLE TOP, ADA COMPLIANT, SURFACE MOUNT SEE DETAIL 4 SHEET L3.02 FOR ADDITIONAL INFORMATION. 12"5' SLOPE WOODCHIP TRAIL SECTION WITH SLOPE L3.03 3 ORIGINAL GRADE REMOVE ONLY UPPERMOST ORGANIC MATERIAL ON BACK SLOPE 4" DEPTH ACCESSIBLE WOODCHIP TRAIL SHOVEL CUT EDGES (TYP) COMPACTED SHOULDER GEOTEXTILE FABRIC AS SPECIFIED SHELTER L3.03 2 NORTHWEST PLAYGROUND EQUIPMENT, INC. P.O. BOX 2410 ISSAQUAH, WA 98027 T: 1-800-726.0031' WWW.NWPLAYGROUND.COM SHELTER: BY POLIGON POLIGON: MODEL: SQR-20 - 20' SQUARE STEEL SHELTER, MULTI RIB PRIMARY ROOF. ROOF COLOR: COLONIAL RED FRAME COLOR: SURREY BEIGE 1 ELECTRICAL CUTOUT FOR SECURITY LIGHT, ANCHOR BOLTS WIND SPEED 115, GROUND SNOW LOAD 10 PSI, IBC 2012, MIN CLEARANCE HEIGHT 7.5, UPPER ROOF SLOPE 6.0/12 BENCH SURFACE MOUNT L3.03 5 L3.01 1 BENCH AS SPECIFIED SEE LAYOUT PLANS FOR LOCATION CONCRETE PAVING 34" DIAMETER ANCHOR BOLD IN LEAD SLEEVE USE TAMPER RESISTANT NUT TRASH RECEPTACLE/ CONCRETE L3.03 8 NOTE: ALL METAL FASTENERS SHALL BE FULLY GALVANIED. SEE DETAIL 7 THIS SHEET FOR ADDITIONAL INFORMATION. TRASH RECEPTACLE L3.03 7 TRASH RECEPTACLE MANUFACTURER: VICTOR STANLEY MODEL: THE GREENSITES SERIES RTH-SD-36 SIDE-DOOR-OPENING LITTER RECEPTACLE WITH RAIN BONNET LID FINISH: RECYCLED PLASTIC SLATS, COLOR: RECYCLED MAPLE METAL: TITANIUM POWDERCOATED SIE: 36 GALLON CAPACITY, SURFACE MOUNT VICTOR STANLEY P.O. DRAWER 330 - DUNKIRK, MD 20754 USA TOLL FREE: (800) 368-2573 (USA & CANADA) TEL (301) 855-8300 - FAX (410) 257-7579 WEB SITE: HTTP://WWW.VICTORSTANLEY.COM SEE DETAIL 8 THIS SHEET FOR ADDITIONAL INFORMATION. TRASH RECEPTACLE AS SPECIFIED INSTALL PLUMB 3 4" SQ CENTER ANCHOR BOLT (1), SECURE PER MANUFACTERS SPECIFICATION CONCRETE PAD SEE LAYOUT PLAN LEVELING FEET WITH A 38" DIAM. THREADED STEEL SHAFT 4" DEPTH CRUSHED SURFACING BASE COURSECOMPACTED SUBRGRADE SEE DETAIL 1 SHEET L3.04 FOR FOOTING INFORMATION AREA DRAIN IN LANDSCAPE L3.03 9 CATCH BASIN BY: NDS 1-800-726-1998 WWW.NDSPRO.COM CATCH BASIN INLET 6" TOPSOIL FINISH GRADE UNIVERSAL OUTLET OPTIONAL WITH HIGH, MIDDLE AND LOW WITH OFFSET UNIVERSAL OUTLET PART NUMBER 1245 AS NECESSARY SOLID PIPE SIE VARIES SEE CIVIL DRAWINGS 12" X 12" SQUARE CAST IRON GRATE NDS 1213 ADA COMPLIANT 1200NGB NEXT GENERATION CATCH BASIN WITH UNIVERSAL OUTLET AS NECESSARY PVC PIPE RISER W/ GASKETED OINT (SEE MANUFACTURER'S REC.) PIPE SIE VARIES SEE CIVIL DRAWINGS L3.01 1 SEE DETAIL 5 SHEET L3.03 FOR ADDITIONAL INFORMATION. BENCH MANUFACTURER: VICTOR STANLEY MODEL: THE GREENSITES SERIES CM-324 FINISH: RECYCLED PLASTIC SLATS- COLOR: RECYCLED MAPLE METAL: TITANIUM POWDERCOATED SIE: 72" LENGTH VICTOR STANLEY P.O. DRAWER 330 - DUNKIRK, MD 20754 USA TOLL FREE: (800) 368-2573 (USA & CANADA) TEL (301) 855-8300 - FAX (410) 257-7579 WEB SITE: HTTP://WWW.VICTORSTANLEY.COM N: \ p r o j \ 3 9 5 - 1 0 3 \ 0 9 D r a w i n g s \ 0 7 L a n d s c a p e \ S h e e t s \ P D M O D 2 0 2 2 \ P h 2 \ 3 9 5 1 0 3 . ( L 3 ) P A R K - D E T A I L S - P H 2 . d w g - S H E E T : L 3 . 0 3 J a n 1 3 , 2 0 2 2 - 4 : 1 4 p m m i c h e l l e . h u n d l e y TC TI E11/08/02 HCSDCRAEPA AL N EREREGIS OREGON T 513 D REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KMK CONSTRUCTION 395-103 01/14/20221ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 2 L3.03 NEIGHBORHOOD PARK CONSTRUCTION DETAILS SHELTER FOOTING DETAIL L3.04 1 4" 4" 4" 4" FINISH GRADE NOTES: SHELTER FOOTING COMPONENTS ARE SHOWN FOR BASIS-OF-DESIGN LAYOUT AND REFERENCE ONLY. SEE POLIGON SHELTER PROVIDED CONSTRUCTION AND STRUCTURAL DRAWINGS. COORDINATE WITH POLIGON SHELTERS TO PROVIDE BLOCK-OUTS FOR (1) ELECTRICAL OUTLET AND (1) SECURITY LIGHT. POWER SOURCE, POWER OUTLET, CONDUIT, AND SECURITY LIGHT BY OTHERS. 2'-6" 1' - 6 " 3" C L R 3" C L R 3" CLR SHELTER COLUMN TOP OF FOOTING LIGHT BROOM FINISH (NO SHINERS) EXISTING 4" CONCRETE SLAB PROTECT 4" DEPTH 3 4" MINUS COMPACTED CRUSHED BASE ROCK (4) 5 HORIONTAL BARS (EQUALLY SPACED) EACH WAY, TOP AND BOTTOM (QUANTITY OF REINFORCING SHOWN IN DRAWINGS MAY NOT REFLECT REQUIREMENTS) VERIFY, INSTALL PER MANUFACTURES DIRECTION 34" MINUS COMPACTED CRUSHED BASE ROCK DRILLED PIER FOOTING PER STRUCTURAL DRAWING VERIFY COMPACTED SUBGRADE ANCHOR BOLTS 0 12" X 10" LONG (4) PLACES PER MANUFACTURES RECOMMENDATION EXISTING 4" CONCRETE SLAB PROTECT GALVANIED STEEL BASES HOE VERIFY FOOTING SIE PER MANUFACTURES RECOMMENDATION BIKE RACK L3.04 4 BICYCLE RACK MANUFACTURER: SECURE SITE DESIGNS, LLC MODEL: BRWS-101 FINISH: POWDERCOATED PAINT, TITANIUM SURFACE MOUNT SECURE SITE DESIGNS VICTOR STANLEY P.O. BOX 307 - DUNKIRK, MD 20754 USA TOLL FREE: (888) 268-4726 (USA & CANADA) TEL (410) 286-3375 - FAX (410) 479-0175 WEB SITE: SECURESITEDESIGN.COM SEE DETAIL 3 THIS SHEET FOR ADDITIONAL INFORMATION. 2'-6" 32 " 18" BIKE RACK SURFACE MOUNT L3.04 3 1 14" SCH. 40 STEEL PIPE SURFACE MOUTN, 4 1 2" DIA. X 1 4" THICK BASE PLATE, TWO ANCHOR HOLES IN EACH FINISH GRADE 6"6" 10 " 4" 12 " M I N . 6" SEE DETAIL 7 SHEET L3.02 FOR STONE VENEER INFORMATION RETAINING WALL / WOODCHIPS L3.04 2 4 BAR 24 INCHES O.C. EXTEND THRU VOIDS IN CMU BLOCK TO UPPER-MOST COURSE. 4 BAR "L" 24 INCHES O.C. EXTEND THRU VOIDS IN CMU BLOCK ACCESSIBLE WOODCHIP SURFACE FILTER BLANKET (3) 4 BAR CONTINUOUS. 3" CLR. CENTER VERT. IN FOOTING. DRAIN ROCK MANUFACTURED STONE VENEER 1 2" GROUT OINTS FILL CMU VOIDS WITH GROUT ACCESSIBLE WOODCHIP SURFACE COMPACTED 34" MINUS CRUSHED ROCK 4" DEPTH WOOD CHIP TRAIL 1. REMOVE ALL ORGANIC MATERIAL AND TOPSOIL TO SUBGRADE DEPTH PRIOR TO PLACING WOOD CHIPS. FILTER FABRIC NOTES: 7" 9" 8' PRESSURE TREATED TIMBER ANCHOR WITH (2) 58" DIA. GALV. STEEL REBAR 18" LENGHT DRIVEN THROUGH DRILLED HOLES IN TIMBER 3/4" COMPACTED, CRUSHED ROCK 3'-6" 1" 1" PRESSURE TREATED TIMBER STEP L3.04 6 SEE DETAIL 6 SHEET L3.01 FOR ADDITIONAL INFORMATION. MONOLITHIC CURB AT PLAY AREA L3.04 5 COLD OINT L3.01 7 FINISH GRADE AT PLAY AREA SURFACE SURFACE MATERIAL IT SO BE FLUSH WITH TOP OF WALL 12 " M I N . 6" L3.01 7 DRAIN ROCK WRAPPED IN GEOTEXTILE FABRIC. 4" DIA. DRAIN TILE TO EXTEND TO DAYLIGHT. 6"X6"X12" HOLLOW CONCRETE MASONRY UNIT (CMU) BLOCKS (TYP.) 6" MI N VA R I E S 3 0 " M A X . DRAIN ROCK 6" 12 " 7 3/4" 4" 4" DE P T H 6" 12 " M I N . SCORE OINT NO SHINERS CONCRETE PAVEMENT SEE LAYOUT PLANS FOR SCORING AND FINISH 12" 1" R FINISH GRADE AT PLAY SURFACE. HOLD SURFACE MATERIAL FLUSH WITH TOP OF CURB. FILTER BLANKET 3 4" COMPACTED CRUSHED ROCK COMPACTED SUBGRADE N: \ p r o j \ 3 9 5 - 1 0 3 \ 0 9 D r a w i n g s \ 0 7 L a n d s c a p e \ S h e e t s \ P D M O D 2 0 2 2 \ P h 2 \ 3 9 5 1 0 3 . ( L 3 ) P A R K - D E T A I L S - P H 2 . d w g - S H E E T : L 3 . 0 4 J a n 1 3 , 2 0 2 2 - 4 : 1 4 p m m i c h e l l e . h u n d l e y TC TI E11/08/02 HCSDCRAEPA AL N EREREGIS OREGON T 513 D REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KMK CONSTRUCTION 395-103 01/14/20221ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 2 L3.04 NEIGHBORHOOD PARK CONSTRUCTION DETAILS SECTION A-A L3.05 1 SECTION B-B L3.05 2 WOODCHIP PLAY SURFACE CULTURED STONE FREESTANDING WALL WITH CONCRETE MOW STRIP DOWN WOODY DEBRIS L3.02 2 CONCRETE SIDEWALK L3.01 1 ALLAN BLOCK RETAINING WALL CULTURED STONE RETAINING WALL CULTURED STONE RETAINING WALL L3.04 2 CONCRETE PLAA L3.01 1 WOODCHIP PLAY SURFACE WOODCHIP PLAY SURFACEL3.01 7 CULTURED STONE FREESTANDING WALL WITH CONCRETE MOW STRIP L3.02 5ALLAN BLOCK RETAINING WALL L3.02 8 L3.01 7 L3.02 5 L3.01 7L3.04 2 L3.02 6 L3.02 8 L3.02 6 N: \ p r o j \ 3 9 5 - 1 0 3 \ 0 9 D r a w i n g s \ 0 7 L a n d s c a p e \ S h e e t s \ P D M O D 2 0 2 2 \ P h 2 \ 3 9 5 1 0 3 . ( L 3 ) P A R K - D E T A I L S - P H 2 . d w g - S H E E T : L 3 . 0 5 J a n 1 3 , 2 0 2 2 - 4 : 1 4 p m m i c h e l l e . h u n d l e y TC TI E11/08/02 HCSDCRAEPA AL N EREREGIS OREGON T 513 D REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KMK CONSTRUCTION 395-103 01/14/20221ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 2 L3.05 NEIGHBORHOOD PARK CONSTRUCTION DETAILS NOT U S E D NOT U S E D ALLAN BLOCK WALL L3.06 1 RAILING NOT USED THIS PROJECT N: \ p r o j \ 3 9 5 - 1 0 3 \ 0 9 D r a w i n g s \ 0 7 L a n d s c a p e \ S h e e t s \ P D M O D 2 0 2 2 \ P h 2 \ 3 9 5 1 0 3 . ( L 3 ) P A R K - D E T A I L S - P H 2 . d w g - S H E E T : L 3 . 0 6 J a n 1 3 , 2 0 2 2 - 4 : 1 4 p m m i c h e l l e . h u n d l e y TC TI E11/08/02 HCSDCRAEPA AL N EREREGIS OREGON T 513 D REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KMK CONSTRUCTION 395-103 01/14/20221ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 2 L3.06 NEIGHBORHOOD PARK CONSTRUCTION DETAILS N: \ p r o j \ 3 9 5 - 1 0 3 \ 0 9 D r a w i n g s \ 0 7 L a n d s c a p e \ S h e e t s \ P D M O D 2 0 2 2 \ P h 2 \ 3 9 5 1 0 3 . ( L 3 ) P A R K - I R R G A T I O N S P E C - P H 2 . d w g - S H E E T : L 3 . 0 7 J a n 1 3 , 2 0 2 2 - 4 : 1 5 p m m i c h e l l e . h u n d l e y TC TI E11/08/02 HCSDCRAEPA AL N EREREGIS OREGON T 513 D REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KMK CONSTRUCTION 395-103 01/14/20221ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 2 L3.07 NEIGHBORHOOD PARK IRRIGATION SPECIFICATIONS GENERAL NOTES: IRRIGATION PLAN CONTRACTOR SHALL PLACE A COLOR CODED ZONE MAP OF THE IRRIGATION SYSTEM INSIDE OF IRRIGATION CONTROLLER. CONTRACTOR SHALL PROVIDE A REPRODUCIBLE AS-BUILT IRRIGATION PLAN. PLAN SHALL BE PREPARED, UPON FINAL ACCEPTANCE OF IRRIGATION INSTALLATION, ON A REPRODUCIBLE SITE PLAN (PROVIDED TO CONTRACTOR BY LANDSCAPE ARCHITECT). AS-BUILT PLAN SHALL BE SUBMITTED TO LANDSCAPE ARCHITECT FOR REVIEW AND APPROVAL. CONTRACTOR SHALL OBTAIN WRITTEN APPROVAL FOR ALL PRODUCT SUBSTITUTIONS BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. PRODUCTS, MANUFACTURERS, AND MODELS NOT IN COMPLIANCE WITH THE SPECIFICATIONS MAY BE REJECTED BY THE LANDSCAPE ARCHITECT WITHOUT PRIOR WRITTEN APPROVAL. AT NO COST TO THE OWNER THESE ITEMS MAY BE REQUIRED TO BE REPLACED WITH PRODUCTS THAT ARE IN COMPLIANCE WITH THE MANUFACTURERS AND MODELS WITHIN THE SPECIFICATIONS. THE CONTRACTOR IS TO PROVIDE A WORKING DRAWING SUBMITTAL FOR REVIEW AND APPROVAL TO THE CITY OF TIGARD BEFORE BEGINNING ANY CONSTRUCTION. THE IRRIGATION SYSTEM INDICATED IS TO COMPLY WITH PERFORMANCE REQUIREMENTS AND DESIGN CRITERIA AS SPECIFIED HERE-IN. THE IRRIGATION SHOP DRAWING IS TO BE DRAWN TO SCALE, ON WHICH COMPONENTS ARE SHOWN AND COORDINATED WITH EACH OTHER. SHOW SCHEMATIC CIRCUIT DIAGRAMS, OR OTHER DRAWINGS AS NECESSARY OR REQUESTED FOR THE CITY REVIEW AND APPROVAL. NOTE: IRRIGATION SYSTEMS RIVER TERRACE - CITY OF TIGARD PART 1 GENERAL 1.1 SUMMARY A.IRRIGATION SYSTEM TO BE INSTALLED BY A LICENSED AND BONDED IRRIGATION OR LANDSCAPE CONTRACTING FIRM. B.THE FIRM HAS BEEN OREGON LANDSCAPE CONTRACTOR ASSOCIATION (OLCA) CERTIFIED WITH A CERTIFIED LANDSCAPE TECHNICIAN IN IRRIGATION INSTALLATION AND HAS AT LEAST FOUR YEARS' EXPERIENCE IN IRRIGATION SYSTEM INSTALLATION. C.THE IRRIGATION SYSTEM SHALL BE A COMPLETE AND OPERABLE LANDSCAPE IRRIGATION SYSTEM, CONSTRUCTED TO GRADES, AND COMPLY IN ALL RESPECTS WITH THESE SPECIFICATIONS AND THE SITE LANDSCAPE PLAN. D.CONTRACTOR SHALL CONFIRM THE STATIC WATER PRESSURE AS PER DESIGN. IF THE STATIC WATER PRESSURE IS NOT WITHIN FIVE (5) PSI OF THE DESIGN SPECIFIED PRESSURE THE IRRIGATION CONTRACTOR WILL COMMUNICATE THIS READING TO THE GENERAL CONTRACTOR, THE IRRIGATION DESIGNER AND CITY OF TIGARD. E.IRRIGATION CONTRACTOR TO INSTALL CONTROLLER AS PER MANUFACTURER'S INSTRUCTIONS AND AS NOTED ON DRAWINGS. ELECTRICAL POWER (120V) FROM AN APPROVED SOURCE TO THE CONTROLLER LOCATION(S) SHALL BE PROVIDED BY THE GENERAL CONTRACTOR. F.SLEEVING - INSTALL SLEEVING PRIOR TO PAVING. COORDINATE SLEEVE INSTALLATION WITH GENERAL CONTRACTOR. G.ALL WORK SPECIFIED AND DETAILED WILL CONFORM TO THE “UNIFORM PLUMBING CODE” AND THE “NATIONAL ELECTRIC CODE” AS MODIFIED BY THE STATE OF OREGON UNLESS MORE STRINGENT REQUIREMENTS ARE SPECIFIED. H.THE CONTRACTOR WILL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY ELECTRICAL AND PLUMBING PERMITS AND INCLUDES THOSE COSTS INTO THE PRICE BID. 1.1 SYSTEM DESCRIPTION A.ELECTRIC SOLENOID CONTROLLED UNDERGROUND IRRIGATION SYSTEM. B.SOURCE POWER: 120 VOLT, SINGLE PHASE. C.CENTRAL CONTROL: HUNTER IMMS 1.2 WORK DETAILED A.FURNISH LABOR, EQUIPMENT, AND MATERIAL FOR A COMPLETE AND OPERATIONAL IRRIGATION SYSTEM INSTALLATION. B.CONTRACTOR SHALL CONFIRM THE STATIC WATER PRESSURE AS PER DESIGN. C.PROTECT EXISTING EQUIPMENT, BUILDINGS, UTILITIES, SIDEWALKS, TREES, MONUMENTS, MARKERS, ADJACENT PROPERTY, AND WORK BY OTHERS. D.REPAIR ANY EXISTING ITEMS, NOT PART OF ANY DEMOLITION DETAIL, DAMAGED DURING CONSTRUCTION TO THE APPROVAL AND AT NO COST TO THE CITY OF TIGARD. E.SITE RESTORATION WILL BE COMPLETED BY THE CONTRACTOR WITH MULCHING OR SEEDING OF TRENCHES WITH A CERTIFIED BLUE TAG ALLIANCE PERENNIAL RYEGRASS BLEND OR CURRENT TURF GRASS BLEND REQUIRED BY CITY OF TIGARD. 1.3 CENTRAL CONTROL A.DUE TO THE CITY OF TIGARD'S GOAL OF WATER CONSERVATION, ALL IRRIGATION SYSTEMS WILL HAVE HUNTER IMMS CENTRAL CONTROL COMPONENTS INSTALLED. THESE COMPONENTS WILL NOT ONLY INCLUDE FLOW SENSOR, MASTER VALVE, GROUNDING AND SURGE EQUIPMENT, ACC CONTROLLER FOR HUNTER'S IMMS CENTRAL CONTROL SYSTEM. 1.4 EXISTING UTILITIES A.THE CONTRACTOR WILL, AT THEIR EXPENSE, HAVE ALL EXISTING UTILITIES LOCATED AT JOB SITES. CALL UTILITIES NOTIFICATION CENTER. B.THE CONTRACTOR WILL PROTECT ANY UTILITIES THAT REMAIN IN PLACE. ANY LOCATED UTILITIES DAMAGED DURING CONSTRUCTION WILL BE REPAIRED AT THE COST OF THE CONTRACTOR. C.IF UTILITIES NOT LOCATED ARE DAMAGED DURING CONSTRUCTION, THE CONTRACTOR WILL COOPERATE WITH UTILITY COMPANY DURING THE UTILITY COMPANY REPAIRS. 1.5 EXTRA MATERIAL A.THE CONTRACTOR WILL PROVIDE THE CITY OF TIGARD (AT NO EXTRA COST) WITH TWO CONTROLLER KEYS, TWO QUICK COUPLER KEYS WITH HOSE SWIVELS, TWO ADJUSTMENT / REMOVAL TOOLS FOR EACH DIFFERENT TYPE OF SPRINKLER HEAD AND TWO GATE VALVE KEYS. PART 2 PRODUCTS 2.1 GENERAL A.ALL PRODUCTS WILL BE NEW AND OF TYPES AND MODELS AS SPECIFIED HEREIN. B.ALL PRODUCTS WILL BE OBTAINED FROM IN STATE, LOCAL SUPPLIERS. 2.2 PIPE A.PLASTIC PIPE FOR MAIN LINE 4" AND SMALLER WILL BE PVC (POLYVINYL CHLORIDE) SCHEDULE 40, BELL END, CONTINUOUSLY BEARING THE SEAL OF THE NATIONAL SANITATION FOUNDATION AND COMPLYING WITH THE REQUIREMENTS OF ASTM D -1785. MAINLINE 6" AND LARGER WILL BE PVC (POLYVINYL CHLORIDE) CLASS 200, SDR 21, BELL END, CONTINUOUSLY BEARING THE SEAL OF THE NATIONAL SANITATION FOUNDATION AND COMPLYING WITH THE REQUIREMENTS OF ASTM D -1784, D-2241. B.DEPTH OF MAINLINES WILL BE 18" MIN. TO 24" MAX. (TOP OF PIPE). C.PLASTIC PIPE FOR LATERAL LINES WILL BE PVC (POLYVINYL CHLORIDE) CLASS 200, SDR 21, BELL END, CONTINUOUSLY BEARING THE SEAL OF THE NATIONAL SANITATION FOUNDATION AND COMPLYING WITH THE REQUIREMENTS OF ASTM D -1784, D-2241. D.DEPTH OF LATERAL LINES WILL BE 12" MIN. TO 18" MAX. LATERAL LINES SHOULD BE INSTALLED TO CONFORM TO THE DEPTH OF THE HEAD BEING INSTALLED. E.IN ALL PIPE INSTALLATIONS, THE MANUFACTURE'S PRINTED SEAL WILL BE VISIBLE. F.IN ALL CASES, INSTALLATION OF TWO OR MORE PIPES IN THE SAME TRENCH IS NOT PERMITTED. G.PLASTIC PIPE FOR SLEEVES UNDER PAVED AREAS, WILL BE PVC (POLYVINYL CHLORIDE) SCHEDULE 40, BELL END, CONTINUOUSLY BEARING THE SEAL OF THE NATIONAL SANITATION FOUNDATION AND COMPLYING WITH THE REQUIREMENTS OF ASTM, D -1785. SLEEVES WILL BE A MINIMUM OF 4” IN DIAMETER OR TWICE THE DIAMETER OF THE MAINLINE OR LATERAL LINE, WHICHEVER IS LARGER AND EXTEND A MINIMUM OF 24” BEYOND EDGE OF PAVEMENT OR GRAVEL SHOULDER. H.PLASTIC NIPPLES WILL BE PVC (POLYVINYL CHLORIDE) SCHEDULE 80, N.S.F. APPROVED PIPE, TBE AND TOE, COMPLYING WITH THE REQUIREMENTS OF ASTM D-1785. I.METAL PIPE WILL BE COPPER TUBE TYPE K. J.METAL NIPPLES WILL BE BRASS. K.NOTE: NO GALVANIZED PIPE WILL BE ALLOWED UNDERGROUND. L.SWING JOINTS WILL BE LASCO OR HUNTER HIS SWING JOINT OR SJ SWING JOINT FOR SMALLER HEADS 1 1/2”, 1” & ¾”. 2.3 FITTINGS A.PLASTIC FITTINGS WILL BE SOLVENT WELD PVC (POLYVINYL CHLORIDE) SCHEDULE 40, TYPE 1, I.P.S., N.S.F. APPROVED MEETING REQUIREMENTS OF ASTM D- 2466. B.METAL FITTINGS WILL BE 125-PSI BRONZE. C.NOTE: NO GALVANIZED FITTINGS WILL BE ALLOWED UNDERGROUND. 2.4 CEMENT AND PRIMER A.PVC SOLVENT CEMENT WILL BE USED ON ALL SOLVENT WELD FITTINGS. WELD-ON 711 OR APPROVED CEMENT EQUAL MEETING N.S.F. WITH APPROVAL FOR TYPE I AND II PVC THROUGH 6 INCH AND MEETING REQUIREMENTS OF ASTM D- 2564. B.PVC SOLVENT PRIMER WILL BE USED ON ALL SOLVENT WELD FITTINGS. WELD-ON P-70 OR APPROVED PRIMER EQUAL MEETING THE REQUIREMENTS OF ASTM F-656, WITH PURPLE COLOR. 2.5 THREAD SEALANT A.ALL PVC THREADS WILL BE SEALED WITH A TEFLON SEALANT. B.ON MAIN LINE THREADS (UNDER CONTINUOUS PRESSURE) RECTORSEAL T+2 OR APPROVED EQUAL FOR PVC. C.ON LATERAL LINES (AT HEADS) ALL THREADS WILL BE SEALED WITH THREE WRAPS OF TEFLON TAPE, MEETING REQUIREMENTS OF MIL-T-27730A. D.ONLY TEFLON TAPE WILL BE USED AT PLASTIC VALVES AND HEADS PER MANUFACTURER'S SPECIFICATIONS. 2.6 BACKFLOW PREVENTOR A.CONBRACO SERIES 40-100 TOP ENTRY DOUBLE-CHECK VALVE ASSEMBLY ARE SPECIFIED ON ALL IRRIGATION PROJECTS UNLESS THE WATER PURVEYOR REQUIRES A HIGHER LEVEL OF PROTECTION. B.INSTALL PVC OR BRASS UNIONS OR CAST IRON FLANGES ON BOTH SIDES OF THE DEVICE TO MATCH PIPE SIZE. C.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN PERMITS AND ALLOW INSPECTION BY THE WATER PURVEYOR AND THE PLUMBING INSPECTOR. D.THE CONTRACTOR WILL, AT THEIR COST, HAVE THE INITIAL BACKFLOW ASSEMBLY TEST REPORT PERFORMED BY A STATE CERTIFIED TESTER IMMEDIATELY AFTER INSTALLATION. COPIES OF THE TEST REPORT WILL THEN BE IMMEDIATELY SUBMITTED TO THE CITY OF TIGARD MAINTENANCE DEPARTMENT AND TO THE CITY OF TIGARD'S BACKFLOW PROGRAM. E.IF THE DEVICE FAILS ITS INITIAL TEST, THE CONTRACTOR WILL HAVE THE DEVICE REPAIRED AND RETESTED AT THE CONTRACTOR'S EXPENSE. F.VALVE BOX SIZES FOR DOUBLE-CHECK VALVE ASSEMBLIES: 1.3/4" & 1"- HIGHLINE (ARMOR) OR RAIN BIRD, OR EQUAL, JUMBO BOX WITH EXTENSIONS TO MEET GRADE. 2.1.25", 1.5" & 2"- BROOKS, OR EQUAL, GREEN PLASTIC 1730VB-18. A 1730 E8 EXTENSION WILL BE USED IF NEEDED TO SET TO GRADE. 3.2.5" OR 3"- UTILITY VAULT #664L WITH COVER #64-3660 (HINGED AND SPRING ASSISTED DOUBLE DIAMOND PLATE). G.DEPTH OF DEVICES: ON 3/4" TO 2" SIZES THE DEPTH OF THE DEVICES WILL BE 24". THE FINAL DETERMINATION WILL BE WITH THE CITY OF TIGARD AND/OR THE JURISDICTIONAL AUTHORITY. 2.7 VALVES A.ISOLATION VALVES: 1.2" AND SMALLER WILL BE HEAVY DUTY BRASS GATE VALVES. 125-PSI MIN. WITH STANDARD SEAT, THREADED PORTS AND A CROSS HANDLE ON THE STEM. 2.3" AND LARGER VALVES WILL BE 125 PSI MIN. CAST IRON, FLANGED AND HAVE SQUARE TOP NUT ON THE STEM. B.VALVE BOXES: 1.A HIGHLINE (ARMOR) OR RAIN BIRD, OR EQUAL, 12" STANDARD BOX WITH EXTENSIONS IS TO BE INSTALLED ON 3" AND SMALLER VALVES. 2.A HIGHLINE (ARMOR) OR RAIN BIRD, OR EQUAL, JUMBO BOX WITH EXTENSIONS IS TO BE INSTALLED ON 4" AND LARGER VALVES. C.MANUAL DRAINS WILL BE INSTALLED ON THE LOW POINTS OF THE MAINLINE WITH TWO (2) CUBIC FEET OF 3/4" DRAIN ROCK. CHAMPION 3/4" BRASS ANGLE VALVE WITH RISING SWIVEL (200RS-075) WILL BE USED. A 3/4" X 4" PVC NIPPLE WILL BE INSTALLED INTO THE DRAIN ROCK FROM THE BOTTOM OF THE VALVE. A HIGHLINE (ARMOR) OR RAIN BIRD, OR EQUAL, 10" ROUND BOX WILL BE USED OVER THIS VALVE. D.AUTOMATIC CONTROL VALVES WILL BE HUNTER ICV VALVES WITH FILTER SENTRY. A ACCU SYNC ADJUSTABLE PRESSURE REGULATOR WILL BE INSTALLED WHERE PRESSURE REGULATION IS REQUIRED. INSTALL WITH A HEAVY DUTY BRASS GATE VALVE. A HIGHLINE (ARMOR) OR RAIN BIRD 12" STANDARD BOX OR APPROVED EQUAL WILL BE INSTALLED ON 1” AUTOMATIC VALVES. A HIGHLINE (ARMOR) OR RAIN BIRD JUMBO BOX OR APPROVED EQUAL WILL BE INSTALLED ON 1½”, 2” AND 3” AUTOMATIC VALVES. E.QUICK COUPLER VALVES WILL BE HUNTER HQ3 OR 5, INSTALLED IN A HIGHLINE (ARMOR) OR RAIN BIRD, OR EQUAL, 10" ROUND BOX WITH ONE (1) CUBIC FOOT OF 3/4" DRAIN ROCK. QUICK COUPLERS WILL BE INSTALLED WITH PVC SWING JOINT FITTINGS AND NIPPLES OF THE SAME SIZE AS THE THREADING OF THE QUICK COUPLER. QUICK COUPLERS WILL BE SECURED TO A 1” OR 1½” ALUMINUM ANGLE IRON 30” LONG WITH #32 OR #36 STAINLESS STEEL CLAMPS. F.FLOW SENSOR WILL BE A HUNTER MODEL FCT PVC SIZED AS NEEDED AND APPROVED. SENSOR SIZE IS DETERMINED BY MINIMUM FLOWS AND SHOULD BE DETERMINED BY FLOW SENSOR SIZING CHART. A HIGHLINE (ARMOR) OR RAIN BIRD 12" STANDARD VALVE BOX WILL BE INSTALLED ON FLOW SENSOR. G.MASTER VALVE FOR FOUR (4) INCH AND LARGER MAINLINE SHALL BE A 24V AC CLASS 125 FLANGED, WITH SPEED CONTROL ALLOWING FOR MAINLINE SHUTOFF AND WATER USE RECORDING. INSTALL PVC UNIONS WITH CLOSE NIPPLES ON BOTH SIDES OF VALVES, MATCHING VALVE SIZE. A HIGHLINE (ARMOR) OR RAIN BIRD VALVE BOX WILL BE INSTALLED OVER MASTER VALVE. H.MASTER VALVE SHALL BE A RAIN BIRD, 24V AC INSTALLED FOR A NORMALLY CLOSED MASTER VALVE. INSTALL PVC UNIONS WITH CLOSE NIPPLES ON BOTH SIDES OF VALVES, MATCHING VALVE SIZE. A HIGHLINE (ARMOR) OR RAIN BIRD, OR EQUAL, STANDARD BOX WILL BE INSTALLED OVER RAIN BIRD MASTER VALVES. I.WHEN A NORMALLY OPEN MASTER VALVE IS REQUIRED, A BERMAD 410 24V AC VALVE SHALL BE USED. INSTALL PVC UNIONS WITH CLOSE NIPPLES ON BOTH SIDES OF VALVES, MATCHING VALVE SIZE. A HIGHLINE (ARMOR) OR RAIN BIRD JUMBO BOX WILL BE INSTALLED OVER LARGER MASTER VALVES. J.PRESSURE REGULATOR (AS NEEDED) SHALL BE WILKENS, WATTS, OR CONBRACO TOP ENTRY WITH DOUBLE UNIONS, AS APPROVED. 2.8 VALVE BOXES A.ALL VALVES, WIRE SPLICES AND GROUND RODS WILL HAVE VALVE BOXES WITH COVERS INSTALLED OVER THEM. B.ALL VALVE BOXES WILL BE FROM: 1.HIGHLINE PRODUCTS, 131 HARTWELL AVE., LEXINGTON, MA 02421 USA OR C.RAIN BIRD, OR EQUAL, CORPORATION 970 WEST SIERRA MADRE AVE. AZUSA, CA 91702. THE VALVES WILL HAVE COMPLETE ACCESS FOR MAINTENANCE. D.THE BOTTOM OF THE BOX WILL BE BELOW THE BOTTOM OF THE VALVE TO PREVENT SOIL FROM COVERING VALVE BODY. E.WOOD, BRICK OR BLOCK CRIBBING WILL NOT BE ALLOWED. F.ALL VALVE BOXES WILL HAVE A BASE OF 3/4" DRAIN ROCK. EACH SIZE OF BOX WILL HAVE A CORRESPONDING AMOUNT OF ROCK. 10" ROUND BOX: ONE (1) CUBIC FOOT 12" STANDARD BOX:TWO (2) CUBIC FEET JUMBO BOX:THREE (3) CUBIC FEET BROOKS 1730:FOUR (4) CUBIC FEET G.PROTECT ROCK FROM CONTAMINATION WITH FILTER FABRIC. H.INSTALL BOX WITH A 2" SPACE OVER THE PIPE. I.ALL BOXES IN TURF AREAS WILL BE INSTALLED FLUSH TO GRADE, AND USE EXTENSIONS IF NEEDED. J.ALL BOXES IN SHRUB AREAS WILL BE INSTALLED 2" ABOVE GRADE AND USE EXTENSIONS IF NEEDED, TO ACCOMMODATE THE APPLICATION OF BARK MULCH. 2.9 SPRINKLER HEADS A.ALL SPRINKLER HEADS WILL BE AS MANUFACTURED BY HUNTER AS INDICATED ON DRAWINGS. SEE SCHEDULE ON DRAWINGS FOR PROPER NOZZLE SIZES. WHERE THERE IS A 1% GRADE SLOPE OR GREATER ALL HEADS WILL HAVE A SEAL-A MATIC (SAM) CHECK DEVICE INSTALLED TO PREVENT LOW HEAD DRAINAGE. LOCATE HEADS NO CLOSER THAN THREE INCHES (3") FROM ANY ADJACENT WALK, DRIVE OR ROAD (PAVED OR GRAVEL). B.LARGE PARK AREAS WILL USE HUNTER I-20 OR I-25 ROTORS WITH STAINLESS STEEL RISER, USING THE FEWEST HEADS POSSIBLE WITH THE HIGHEST DISTRIBUTION OF UNIFORMITY POSSIBLE. C.ALL HUNTER ROTOR HEADS WILL HAVE SWING JOINTS OF THE SAME THREAD SIZE INSTALLED. SCH 40 LASCO OR HUNTER PRE-ASSEMBLED SWING JOINTS WILL BE USED. THE ANGLE OF THESE SWING JOINTS WILL BE 15 TO 30 DEGREES ABOVE HORIZONTAL, NOT STRAIGHT UP. NO MARLEX ELBOWS WILL BE ALLOWED. THE SWING JOINTS SHALL BE LEAK RESISTANT, HAND TIGHT WITH FREEDOM OF MOVEMENT AT RISERS TO HEADS. D.SMALL TURF AND SHRUB BED AREAS WILL USE HUNTER PRO SPRAY PRS 40 SERIES BODIES WITH HUNTER MP ROTATOR NOZZLES. 6-INCH POP-UP HEADS WILL BE INSTALLED IN TURF AREAS AND GROUND COVER (MATURING TO 6” HIGH MAXIMUM). 12-INCH POP-UP HEADS WILL BE INSTALLED IN SHRUB BEDS. E.ALL HUNTER PRO SPRAY BODIES WILL BE INSTALLED WITH MARLEX ELBOWS, HUNTER FLEX SG 100 TUBING, AND LASCO BLUE TWISTER SPIRAL BARB ELBOWS. ALL TUBING LENGTH SHALL NOT EXCEED 12-INCHES. PIPE SHALL BE FLEXIBLE BLACK TUBING OF LOW-DENSITY POLYETHYLENE MATERIAL. F.ALL HEADS IN SHRUB BEDS WILL BE INSTALLED 2" ABOVE GRADE TO ACCOMMODATE THE APPLICATION OF BARK MULCH. G.ALL HEADS IN TURF AREAS WILL BE INSTALLED TO GRADE PER MANUFACTURE'S SPECIFICATIONS. 2.10 CONTROLLERS A.DUE TO THE INSTALLATION OF CENTRAL CONTROL COMPONENTS, ALL CONTROLLERS WILL BE HUNTER IMMS CENTRAL CONTROL SYSTEM TO INCLUDE, ACC2 CONTROLLER IN STAINLESS STEEL PEDESTAL, WITH ACC2, CELLULAR MODULE; A2C-75D-SS + PED-SS. THE CONTROLLER WILL HAVE A SWITCHED POWER DISCONNECT IN THE ENCLOSURE. THE UNITS WILL BE INSTALLED PER MANUFACTURE'S SPECIFICATIONS. B.GROUNDING: 5/8" DIA. X 8' LONG COPPER OR COPPER CLAD RODS WILL BE INSTALLED. TOP TO BE 8" BELOW FINISH GRADE. INSTALL A HIGHLINE (ARMOR) OR RAIN BIRD 10" ROUND BOX AROUND GROUND ROD FOR LATER ACCESS. INSTALL A #10 BARE COPPER WIRE, ATTACHED WITH BRASS CLAMP TO ROD, IS THEN ATTACHED TO THE EARTH GROUND WIRE TO CONTROLLER GROUND BUSS BAR. THE CONTRACTOR WILL HAVE THE HUNTER DISTRIBUTOR VERIFY THE GROUND ROD WITH THE MEGGER RESISTANCE TEST AND SHOW 5 OHMS OR LESS. C.IF A SUITABLE BUILDING IS AVAILABLE, A WALL MOUNT UNIT IS ALLOWED, WITH AN NEMA 3R RATING. THE UNIT WILL BE INSTALLED IN A WALL MOUNT STRONG BOX ENCLOSURE. IF THE SITE HAS NO BUILDINGS, THAN A PEDESTAL ENCLOSURE WILL BE INSTALLED, WITH AN NEMA 3R RATING. THE CONTROLLER WILL BE INSTALLED IN SPECIFIED STRONG BOX ENCLOSURE. INSTALLATION OF CONCRETE PAD SHALL FOLLOW MANUFACTURER'S SPECIFICATIONS. ENCLOSURE WILL BE MANUFACTURED BY V.I.T. PRODUCTS, INC. 2063 WINERIDGE PLACE ESCONDIDO, CA 92029-1931 D.ELECTRICAL CONDUIT, SCH 40 PVC, NEMA TC-2, WILL BE INSTALLED INTO WALL MOUNT OR PEDESTAL MOUNT ENCLOSURES. 2.11 ELECTRICAL A.ALL WIRING SHALL FOLLOW THE “NATIONAL ELECTRIC CODE” AS MODIFIED BY THE STATE OF OREGON UNLESS MORE STRINGENT REQUIREMENTS ARE SPECIFIED. B.ALL PRIMARY POWER CONNECTIONS AND DISCONNECTS SHALL BE PERFORMED BY A STATE-CERTIFIED ELECTRICIAN AT THE CONTRACTORS' EXPENSE AND INSPECTED BY THE PROPER JURISDICTIONAL AUTHORITY. C.ALL AUTOMATIC REMOTE CONTROL VALVES, INCLUDING MASTER VALVES, SHALL BE WIRED WITH SINGLE STRAND COPPER, UL APPROVED FOR DIRECT BURIAL, AWG (UL) TYPE UF, 600 V, SIZED PER MANUFACTURER'S RECOMMENDATIONS -14 GAUGE MINIMUM. D.ALL VALVE WIRE CONNECTIONS SHALL BE 3M DBY / DBR. E.ALL VALVE WIRES SHALL BE COLORED, WITH THE COMMON WIRE BEING WHITE. F.INSTALL A SEPARATE COMMON FOR EACH CONTROLLER. G.IN EVERY WIRE RUN, A SPARE WIRE (BLACK) WILL BE INSTALLED UP INTO EACH VALVE BOX ALONG THAT RUN. H.AT EACH VALVE, A THREE (3) FOOT LENGTH OF WIRE SHALL BE PROVIDED NEATLY COILED. I.AN EXPANSION CURL OF 12" MIN. SHALL BE INSTALLED AT EACH BEND OF THE WIRE RUN, AT EACH REMOTE CONTROL VALVE AND BEFORE A SWEEP INTO CONDUIT FOR THE CONTROLLER. J.ALL 6 PAIR PE-89 CONNECTIONS FOR THE FLOW SENSOR WILL BE MADE WITH A RANGER SERVISEAL CLOSURE. 1.PE-89 CABLE WILL HAVE NO SPLICES IN THE FIELD. CONNECTIONS WILL BE ONLY AT THE CONTROLLER(S) AND AT THE FLOW SENSOR. K.IF A WALL MOUNT ENCLOSURE IS USED, A BUNDLE OF 18 AWG UL MULTI-STRAND IRRIGATION WIRE MAY BE USED FROM A TERMINAL STRIP INSTALLED IN THE ENCLOSURE TO A “HOME RUN” BOX AT THE BASE OF THE WALL. THE BOX SHALL BE A HIGHLINE (ARMOR) OR RAIN BIRD OR APPROVED EQUAL STANDARD VALVE BOX. L.THE WIRE RUN SHALL BE INSTALLED ALONG THE SIDE OF THE MAINLINE AT THE BOTTOM OF THE TRENCH, WITH A GAP OF SIX (6) INCHES BETWEEN PIPE AND WIRE. THE WIRE BUNDLE SHALL BE TAPED TOGETHER AT TEN (10) FOOT SPACES. M.ALL VALVE FIELD WIRE SPLICES MADE WILL BE INSTALLED IN VALVE BOXES, WITH NO SPLICES BETWEEN VALVE BOXES AND VALVE BOXES AND CONTROLLERS. 2.12 CONCRETE THRUST BLOCKS A.INSTALL CONCRETE THRUST BLOCKS WHERE THE MAINLINE CHANGES DIRECTION AT ELLS AND TEES AND WHERE THE IRRIGATION MAIN ENDS. B.INSTALL THRUST BLOCKS ON ALL MAINLINE 2 1/2" AND LARGER. POUR THRUST BLOCKS AGAINST PIPE AND FIRM UNDISTURBED SOIL WITH AT LEAST ONE CUBIC FOOT OF CONCRETE. C.THRUST BLOCKS MUST CURE FOR FIVE (5) DAYS BEFORE MAINLINE PRESSURE TEST. PART 3 EXECUTION 3.1 CLEANUP A.REMOVE ALL DEBRIS, BOXES, WRAPPINGS, EXCESS MATERIAL AND EQUIPMENT BEFORE FINAL WALK THROUGH AND LEAVE AREA IN A CLEAN AND NEAT CONDITION AS GOOD OR BETTER THAN BEFORE CONSTRUCTION. B.THE CONTRACTOR WILL COMPLETE SITE RESTORATION, INCLUDING REESTABLISHMENT OF TRENCHES AND ALL DISTURBED AREAS, WITH A BLUE TAG ALLIANCE PERENNIAL RYEGRASS BLEND. IF THE SEASON OF THE YEAR DOES NOT PERMIT VIABLE SEED ESTABLISHMENT, THEN RESTORATION WILL BE COMPLETED WITH SOD AS APPROVED. C.CLEAN UP AND RESTORATION WILL BE DONE AT CONTRACTOR'S EXPENSE. PLAY EQUIPMENT RENDERINGS L3.08 1 PLAY EQUIPMENT PLAN VIEW L3.08 2 N: \ p r o j \ 3 9 5 - 1 0 3 \ 0 9 D r a w i n g s \ 0 7 L a n d s c a p e \ S h e e t s \ P D M O D 2 0 2 2 \ P h 2 \ 3 9 5 1 0 3 . ( L 3 ) P A R K - D E T A I L S - P H 2 . d w g - S H E E T : L 3 . 0 8 J a n 1 3 , 2 0 2 2 - 4 : 1 4 p m m i c h e l l e . h u n d l e y TC TI E11/08/02 HCSDCRAEPA AL N EREREGIS OREGON T 513 D REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KMK CONSTRUCTION 395-103 01/14/20221ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 2 L3.08 NEIGHBORHOOD PARK PLAY EQUIPMENT TW FG'1.1 295.2 296.6 TW FG'0 296.6 296.6 TW FG'1.5 296.61 298.11 TW FG'1.6 296.49 298.11 TW FG'1.3 296.80 298.11 TW FG'1.9 297.13 299.0 TW FG'1.5 297.45 299.0 TW FG'.23 298.78 299.0 TW FG'1.7 297.30 299.0 TW FG'.13 298.87 299.0 TW FG'1.7 397.32299.0 TW FG'.2 296.69 296.86 TW FG'.2 296.69 296.86TW FG'2.5 294.40 296.86 TW FG'1.0 295.86 296.86 TW FG'3.5 294.45 298.0 TW FG'.2 296.69 296.86TW FG'2.5 294.40296.86 297.40 SW 297.06 SW 297.11 PT/SW 296.49 SW 296.86 TW 294.40 SW 303.94 TW 280.96 BS 282.12 BS 283.28 BS 284.44 BS 285.60 BS 286.76 BS 287.92 BS 289.08 BS 290.24 BS 291.40 BS 281.54 TS 283.86 TS 285.02 TS 282.70 TS 286.18 TS 287.34 TS 288.50 TS 289.66 TS 290.82 TS 291.92 TS 292.56 BS 293.14 TS 294.88 FG/SW 280.20 294.30 TS293.72 BS 298.66 TW 299.32 TW 299.98 TW 300.64 TW 301.3 TW 301.96 TW 294.36 FG/SW 294.25 SW 294.50 PT/SW 296.69 TC/SW 296.69 TC/FG 280.38 BS 280.96 TS 296.69 TC/FG 295.0 294.64 PT/SW 295.04 SW 294.96 SW 294.54 FG/SW 294.68 FG/SW 297.24 PT/SW 297.0 SW302.62 TW 303.28 TW 303.94 TW 303.28 TW 302.62 TW 301.96 TW 294.51 FG/SW 2% 4.5% 2% 2% 1% 1.5% 2% 2% 1.3% 1% 2% EX 2.8% 1.3% 3.2% 4.8% 294.40 SW C1 NEIGHBORHOOD PARK GRADING PLAN NEIGHBORHOOD PARK - GRADING PLAN1 1 INCH = 10 FEET SCALE 010 5 10 SW R O Y R O G E R S R D . ( C . R . N O . 3 1 5 0 ) SW R I V E R T E R R A C E B L V D SW PERTH ROAD SW 1 6 5 T H A V E N U E KEY MAP N: \ p r o j \ 3 9 5 - 1 0 3 \ 0 9 D r a w i n g s \ 0 7 L a n d s c a p e \ S h e e t s \ P D M O D 2 0 2 2 \ P h 2 \ 3 9 5 1 0 3 . ( C 1 ) P A R K - G R A D I N G - P H 2 . d w g - S H E E T : C1 Ja n . 1 3 , 2 2 - 4: 1 5 P M mi c h e l l e . h u n d l e y REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KCS CONSTRUCTION 395-103 06/21/20211ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 2 RENEWS: JUNE 30, 2022 LEGEND EXISTING 1 FOOT CONTOURS PROPOSED 1 FOOT CONTOURS PROPOSED 5 FOOT CONTOURS 163 EXISTING 5 FOOT CONTOURS165 163 165 TC = TOP OF CURB TS = TOP OF STAIR BS = BOTTOM OF STAIR AD = AREA DRAIN TW = TOP OF WALL BW = BOTTOM OF WALL XXX.XX = PROPOSED GRADE (XXX.XX) = EXISTING GRADE SW R O Y R O G E R S R D . ( C . R . N O . 3 1 5 0 ) SW R I O P L SW KESSLER LN SW DEVLIN CT SW R I V E R T E R R A C E B O U L E V A R D SW CAYENNE CT SW EVERTON STREET SW A L B A N Y T E R R A C E SW RUBICON LANE SW RUBICON LANE SW P E R T H R O A D SW PERTH ROAD SW N O O S A C O U R T SW RIV E R T E R R A C E B O U L E V A R D SW 1 6 5 T H A V E N U E SW EVERTON STREET SW RIVERDELL LN SW YARRA LANE SW 1 6 9 T H A V E SW 1 6 8 T H A V E SW DARLING LANE SW CHETCO CT 1 INCH = 200 FEET 200 100 200 SCALE 0 POND COMMUNITY AMENITIES CITY OF TIGARD WASHINGTON COUNTY, OREGON SOUTH RIVER TERRACE PHASE 2 VICINITY MAP SW R O Y R O G E R S R D . SW BULL MOUNTAIN RD. PROJECT SITE WASHINGTON COUNTY BENCHMARK NO. 107, A BRASS DISK SET IN CONCRETE, SOUTH SIDE OF S.W. SCHOLLS FERRY RD NEAR PROJECTED CENTERLINE OF S.W. 175 AVE. ELEVATION DATUM: NGVD 29, ELEVATION = 306.552 BENCHMARK: GROSS ACREAGE: 41.48 AC (128 LOTS) L0.01 COVER SHEET L1.01 LAYOUT PLAN L2.01 PLANTING PLAN L2.02 PLANTING LEGEND & DETAILS L2.03 WATER QUALITY SWALE NOTES & DETAIL L3.01 CONSTRUCTION DETAILS L3.02 CONSTRUCTION DETAILS L3.03 CONSTRUCTION DETAILS L3.04 CONSTRUCTION DETAILS L3.05 CONSTRUCTION DETAILS L3.06 CONSTRUCTION DETAILS L3.07 IRRIGATION SPECIFICATIONS C1 GRADING PLAN SHEET INDEX POND SITE N: \ p r o j \ 3 9 5 - 1 0 3 \ 0 9 D r a w i n g s \ 0 7 L a n d s c a p e \ S h e e t s \ P D M O D 2 0 2 2 \ P h 2 \ 3 9 5 1 0 3 . ( L 0 ) P O N D - C O V E R - P H 2 . d w g - S H E E T : L 0 . 0 1 J a n 1 3 , 2 0 2 2 - 4 : 1 5 p m m i c h e l l e . h u n d l e y TC TI E11/08/02 HCSDCRAEPA AL N EREREGIS OREGON T 513 D REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KMK CONSTRUCTION 395-103 01/14/20221ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 2 TAYLOR MORRISON, INC 703 BROADWAY ST VANCOUVER, WA 98660 P 360-695-7700 CONTACT: CHRIS WALTHER APPLICANT: PACIFIC COMMUNITY DESIGN, INC 12564 SW MAIN ST. TIGARD, OR 97223 P 503-941-9484 CONTACT: KC SCHWARTKOPH, PE CIVIL ENGINEER: PACIFIC COMMUNITY DESIGN, INC 12564 SW MAIN ST. TIGARD, OR 97223 P 503-941-9484 CONTACT: STACY CONNERY, AICP PLANNER: GEOTECHNICAL ENGINEER: TAYLOR MORRISON OWNERS: PACIFIC COMMUNITY DESIGN, INC 12564 SW MAIN ST. TIGARD, OR 97223 P 503-941-9484 CONTACT: TRAVIS ANSEN, PLS, PE SURVEYOR: PACIFIC COMMUNITY DESIGN, INC 12564 SW MAIN ST. TIGARD, OR 97223 P 503-941-9484 CONTACT: KRISTINA KOLTAVARY, RLA LANDSCAPE ARCHITECT: ATTENTION: OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. THOSE RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH 952-001-0090. YOU MAY OBTAIN COPIES OF THE RULES BY CALLING THE CENTER. THE TELEPHONE NUMBER FOR THE OREGON UTILITY NOTIFICATION CENTER IS (503) 232-1987 THIS DESIGN COMPLIES WITH ORS 92.044 (7) IN THAT NO UTILITY INFRASTRUCTURE IS DESIGNED TO BE WITHIN ONE (1) FOOT OF A SURVEY MONUMENT LOCATION SHOWN ON SUBDIVISION OR PARTITION PLAT. NO DESIGN EXCEPTIONS NOR FINAL FIELD LOCATION CHANGES SHALL BE PERMITTED IF THAT CHANGE WOULD CAUSE ANY UTILITY INFRASTRUCTURE TO BE PLACES WITHIN THE PROHIBITED AREA. CITY OF TIGARD WATER, [P] 503-718-2591 CITY OF TIGARD [P] 503-639-4171 CITY OF TIGARD [P] 503-639-4171 PORTLAND GENERAL ELECTRIC, [P] 503-736-5450 NORTHWEST NATURAL, [P] 503-721-2512 TUALATIN VALLEY FIRE & RESCUE, [P] 503-649-8577 CITY OF TIGARD, [P] 503-629-0111 TIGARD-TUALATIN SCHOOL DISTRICT, [P] 503-431-4000 CITY OF TIGARD, [P] 503-645-6433 FRONTIER, [P] 503-277-2383 WASTE MANAGEMENT, [P] 800-808-5901 COMCAST, [P] 800-266-2278 UTILITIES & SERVICES: WATER: STORM: SEWER: POWER: GAS: FIRE: POLICE: SCHOOL: PARKS: PHONE: WASTE DISPOSAL: CABLE: GEODESIGN, INC. 15575 SW SEQUOIA PARKWAY, SUITE 100 PORTLAND, OR 97224 [P] 503-968-8787 CONTACT: SHAWN DIMKE, G.E., P.E. L0.01 POND COMMUNITY AMENITIES COVER SHEET 0+ 0 0 1+ 0 0 1+9 6 BP: 0+00.00 PC: 0+96.06 EP: 1+96.26 L4 C3 SW R O Y R O G E R S R O A D SW PERTH ROAD 0+00 1+ 0 0 2+00 3+00 4+00 4+05 L5 L6 L7 L8 C4 C5 BP : 0 + 0 0 . 0 0 PC : 0 + 0 4 . 5 5 PT: 0+23.36 PI: 0+39.77 PC: 1+40.60 PT : 1 + 8 5 . 1 4 EP : 4 + 0 5 . 0 9 VEGETATED CORRIDOR MITIGATION AREA SEE PHASE I SHEET L3.01 FOR ADDITIONAL INFORMATION WOODCHIP / CONCRETE CONNECTIONL3.01 4 BLOCK RETAINING WALL L3.01 9 INTERPRETIVE SIGN L3.02 5 CONCRETE OVERLOOK L3.01 1 BENCH L3.01 6 CONCRETE / LANDSCAPE CONNECTIONL3.01 8 SCORE JOINT L3.01 2 PRESSURE TREATED TIMBER STAIRSL3.01 5 WOODCHIP TRAIL L3.01 3 ROCK GABION BASKET WALL - AL3.02 1 L3.05 2 REMOVABLE BOLLARD L3.03 1 BOTTOM OF POND ROCK GABION BASKET WALL - BL3.02 2 ROCK GABION BASKET WALL - CL3.02 3 WOODCHIP TRAIL L3.01 3 R7 7 ' 1' 165 ' - 2 " 33'-1" 32' 128 ' - 4 " 98'- 8 " 44'-11" 95' 90 ' 21' 15' 21' 10 ' R75'- 6 " R7 5 ' - 6 " R4 0 ' - 0 " R75'-6" 3' 5' R5 ' 22'- 2 " 4 E Q S P A C E S R125'- 0 " R27'- 5 " 5' 5' 10 ' 20' 4'-7" 3' INLET STILLING BASIN L3.05 3 ROCK OUTFALL CLASS 50 RIP-RAP AT 3" DEPTH L3.05 1 PRETREATMENT VAULT SEE CIVIL DRAWINGS STAND PIPE SEE CIVIL DRAWINGS ASPHALT MAINTENANCE DRIVE SEE CIVIL DRAWINGS 9'-4 " 8'-1 0 " L3.04 1 L3.0 3 4 L3 . 0 42 PET WASTE STATIONL3.03 5 WOODCHIP / CONCRETE CONNECTION L3.01 4 BLENDED SOIL L3.03 3 WATER QUALITY SWALE L3.04 2 METAL WEIR PLATE L3.01 11 WOODCHIP TRAIL WITH SLOPE L3.01 10 EMERGENCY OVERFLOW CHANNEL SEE CIVIL DRAWINGS L3.03 6 R10'-6 " CONCRETE FLOW SPREADER L3.04 1 R3 9 ' - 6 " R60 ' - 6 " R58 ' - 0 " R79 ' - 0 " L3.0 6 1 6'-4 " 5' L3. 0 6 2 44'-9 " 20'-10 " 28'-7 " R2 9 ' - 0 " 4'-5 " BLOCK WALL / CHAINLINK FENCE CONNECTIONL3.06 3 NOTES 1.SEE CIVIL PLANS FOR ROADWAY AND CURB ELEVATIONS 2.SEE SHEET L2.01-L2.03 FOR POND PLANTING PLAN. 3.WALLS ARE DIMENSIONED TO INSIDE FACE OF WALL. 4.SEE SHEETS L3.01-L3.06 FOR POND CONSTRUCTION DETAILS. 5.CONTOURS SHOWN AT 1' AND 5'. 6.SEE CIVIL DRAWINGS AND SHEET C1 FOR POND GRADING. 7.LANDSCAPE AREAS WILL BE PROVIDED WITH AN AUTOMATIC UNDERGROUND IRRIGATION SYSTEM. 8.VERIFY HORIZONTAL AND VERTICAL LOCATION OF WALLS (TOP AND BOTTOM) AND SURVEY STAKING WITH LANDSCAPE ARCHITECT AND CIVIL ENGINEER. LINE & CURVE TABLE LINE # C3 C4 C5 L4 L6 L7 L8 LENGTH 100.20' 18.81' 44.54' 96.06' 16.40' 100.84' 219.95' BEARING S22° 19' 40"W S48° 39' 53"E S46° 20' 03"E S0° 29' 45"E S0° 03' 43"W S1° 41' 55"E N89° 33' 35"E SW R O Y R O G E R S R D . ( C . R . N O . 3 1 5 0 ) SW R I V E R T E R R A C E B L V D SW PERTH ROAD SW 1 6 5 T H A V E N U E KEY MAP L1.01 POND COMMUNITY AMMENITIES LAYOUT PLAN 1 1 POND COMMUNITY AMENITIES - LAYOUT PLAN 1 INCH = 20 FEET 20 10 20 SCALE 0 N: \ p r o j \ 3 9 5 - 1 0 3 \ 0 9 D r a w i n g s \ 0 7 L a n d s c a p e \ S h e e t s \ P D M O D 2 0 2 2 \ P h 2 \ 3 9 5 1 0 3 . ( L 1 ) P O N D - L A Y O U T - P H 2 . d w g - S H E E T : L 1 . 0 1 J a n 1 3 , 2 0 2 2 - 4 : 1 6 p m m i c h e l l e . h u n d l e y TC TI E11/08/02 HCSDCRAEPA AL N EREREGIS OREGON T 513 D REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KMK CONSTRUCTION 395-103 01/14/20221ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 2 DCO DCO 12" IRRIGATION METER WITH 2" SERVICE-CWS COORDINATE WITH CIVIL DRAWINGS EXISTING TREE REFERENCE TREE PRESERVATION PLAN AND COORDINATE EXISTING TREE REFERENCE TREE PRESERVATION PLAN AND COORDINATE EXISTING TREE REFERENCE TREE PRESERVATION PLAN AND COORDINATE VEGETATED CORRIDOR MITIGATION AREA SEE PH I SHEET L3.01 SW R O Y R O G E R S R O A D SW PERTH ROAD 22 TUFT 22 MANN 22 DWAR 518 SF 11 TUFT 12 MANN 12 DWAR 262 SF 33 TUFT 32 MANN 32 DWAR 757 SF 23 TUFT 23 MANN 24 DWAR 547 SF 30 TUFT 30 MANN 29 DWAR 693 SF 7 TUFT 6 MANN 6 DWAR 146 SF 6 TUFT 7 MANN 6 DWAR 145 SF 7 TUFT 7 MANN 7 DWAR 164 SF 11 TUFT 11 MANN 12 DWAR 265 SF 29 TUFT 30 MANN 30 DWAR 697 SF31 TUFT 30 MANN 30 DWAR 713 SF 33 TUFT 33 MANN 34 DWAR 781 SF 17 TUFT 17 MANN 17 DWAR 401 SF 50 TUFT 50 MANN 50 DWAR 1170 SF 13 TUFT 13 MANN 12 DWAR 298 SF 15 TUFT 15 MANN 14 DWAR 346 SF 5 TUFT 4 MANN 5 DWAR 113 SF POND SIDE SLOPE GRSS 30,408 SF POND BOTTOM NATV 12,410 SF 585 RUSH 1142 SF 564 RUSH 1102 SF 304 RUSH 593 SF 287 RUSH 561 SF 255 SEDG 499 SF POND BOTTOM NATV 2132 SF 604 SEDG 1179 SF 502 SEDG 980 SF 270 SEDG 527 SF EMRG 2288 SF NOTES 1.SEE SHEET L2.02-L2.03 FOR POND PLANTING LEGEND, DETAILS, & NOTES. 2.SEE SHEETS L3.01-L3.06 FOR POND CONSTRUCTION DETAILS. 3.CONTOURS SHOWN AT 1' AND 5'. 4.SEE CIVIL DRAWINGS & SHEET C1 FOR POND GRADING. 5.LANDSCAPE AREAS WILL BE PROVIDED WITH A PERMANANT AUTOMATIC UNDERGROUND IRRIGATION SYSTEM. L2.01 POND COMMUNITY AMMENITIES PLANTING PLAN 1 1 POND COMMUNITY AMENITIES - PLANTING PLAN THE IRRIGATION SYSTEM IS DESIGN BUILD. ALL IRRIGATION COMPONENTS ARE TO BE SUPPLIED AND INSTALLED PER THE IRRIGATION SPECIFICATIONS. SEE SHEET L3.07. NOTE: 1 INCH = 20 FEET 20 10 20 SCALE 0 N: \ p r o j \ 3 9 5 - 1 0 3 \ 0 9 D r a w i n g s \ 0 7 L a n d s c a p e \ S h e e t s \ P D M O D 2 0 2 2 \ P h 2 \ 3 9 5 1 0 3 . ( L 2 ) P O N D - P L A N T - P H 2 . d w g - S H E E T : L 2 . 0 1 J a n 1 3 , 2 0 2 2 - 4 : 1 6 p m m i c h e l l e . h u n d l e y TC TI E11/08/02 HCSDCRAEPA AL N EREREGIS OREGON T 513 D REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KMK CONSTRUCTION 395-103 01/14/20221ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 2 SW R O Y R O G E R S R D . ( C . R . N O . 3 1 5 0 ) SW R I V E R T E R R A C E B L V D SW PERTH ROAD SW 1 6 5 T H A V E N U E KEY MAP SNOWBERRY / SYMPHORICARPUS ALBUS: 2 CONTAINER. DOUGLAS SPIREA / SPIREA DOUGLASII: 2 CONTAINER ISANTI REDOSER DOGWOOD / CORNUS SERICEA 'ISANTI' : 2 CONTAINER BLACK HAWTHORNE / CRATAEGUS DOUGLASII: 3 GAL / 4' HT. RED ALDER / ALNUS RUBRA : 2" CALIPER, B&B PACIFIC NINEBARK / PYSOCARPUS CAPITATUS: 2 CONTAINER OREGON REDSTEM CEANOTHUS / CEANOTHUS SANGUINEAS: 2 CONTAINER SITKA WILLOW / SALIX SITCHENSIS: 2 CONTAINER TREES REDTWIG DOGWOOD /CORNUS STOLONIFERA: 2 CONTAINER POND PLANTING LEGEND SYMBOL COMMON NAME / BOTANICAL NAME: SIE AND DESCRIPTIONQUANTITY SHRUBS SYMBOL COMMON NAME / BOTANICAL NAME: SIE AND DESCRIPTIONQUANTITY 17 17 28 20 25 118 182 51 48 279 53 214 185 45 137 MOCK-ORANGE / PHILADELPHUS LEWISII: 2 CONTAINER SERVICEBERRY / ALMELANCHIER ALNIFOLIA: 1 GAL. CLUSTERED ROSE / ROSA PISOCARPA: 2 CONTAINER WESTERN RED CEDAR / THUA PLICATA: 3 GAL. / 4' HT. OREGON ASH / FRAXINUS LATIFOLIA: 3 GAL. / 4' HT. BIGLEAF MAPLE / ACER MACROPHYLLUM: 3 GAL. / 4' HT. WESTERN WHITE PINE / PINUS MONTICOLA : 3 GAL. / 4' HT. 15 29 MALUS FUSCA / OREGON CRABAPPLE: 3 GAL. / 4' HT. 14,542 S.F. (0.33 ACRES) SYMBOL COMMON NAME / BOTANICAL NAME: SIE AND DESCRIPTIONQUANTITYCODE NATV SUNMARK SEEDS / NATIVE SWALE MIX: 1-LB PER 1,000 S.F. SUNMARK SEEDS / SHRUB SWAMP MIX: 1-LB PER 1,000 S.F. OR APPROVED EQUAL DENSE SEDGE / CAREX DENSA: 1 CONTAINER 18" O.C. POND NATIVE GRASS MIXES COMMON NAME / BOTANICAL NAME: SIE AND DESCRIPTIONSYMBOL WESTERN MANNA-GRASS / GLYCERIA ELATA: 1 CONTAINER 3' O.C. DWARF TALL FESCUE / FESTUCA ARUNDINACEA: 1 CONTAINER 3' O.C. 573 573 573 QUANTITY 9101S.F. GRASS MIX COVERS ENTIRE POND SIDE SLOPES COMMON NAME / BOTANICAL NAME: SIE AND DESCRIPTION GRASSES SYMBOL 1740 3397 SF 1720 TOTAL QUANTITYCODE CODE TUFT MANN DWAR SEDG POND SIDE SLOPE CLUMPING NATIVE GRASS MIX POND BOTTOM NATIVE SEED MIX TUFTED HAIRGRASS / DESCHAMPSIA CESPITOSA: 1 CONTAINER 3' O.C. 1617 3185 SF SPREADING RUSH / UNCUS PATENS: 1 CONTAINER 18" O.C.RUSH DWARF TALL FESCUE / FESTUCA ARUNDINACEA: 2 LBS. / ACRE NATIVE CALIFORNIA BROME / BROMUS CARINATUS: 10 LBS. / ACRE CREEPING RED FESCUE / FESTUCA RUBRA: 8 LBS. / ACRE 32,737 S.F. (0.75 ACRES) GRSS EMERGENT PLANTS COMMON NAME / BOTANICAL NAME: SIE AND DESCRIPTIONSYMBOL SLOUGH SEDGE / CAREX OBNUPTA: P 1" 6", (6) PER S.F. SPREADING RUSH / UNCUS PATENS: PLUGS 1"X 6", (6) PER S.F. SLENDER RUSH / UNCUS TENUIS: PLUGS 1"X 6", (6) PER S.F. QUANTITY 4576 4576 4576 2,288 S.F. CODE EMRG CWS REQUIREMENT: 2288 X 6 = 13,728TOTAL: 13,728 L2.02 POND COMMUNITY AMMENITIES PLANTING LEGEND & DETAILS RANDOM PLANTING PATTERN L2.02 6 RANDOMLY MIX PLANT SPECIES AND HEIGHTS OFFSET PLANTS TO AVOID STRAIGHT ROWS TYPICAL O.C. (on center) PLANTING GRID 6" 6" EXISTING SUBGRADE 18" Dia. CIRCLE 2" BARK MULCK AT #1 CONTAINER PLANTING DETAIL L2.02 5 LOOSEN SOIL PRIOR TO PLANTING FIRMLY PACK SOIL WITH FOOT DO NOT BEND OR BREAK ROOTS. NO "" OR "L" ROOTS PLACE ROOT COLLAR ABOVE GRADE MOUND FOR TEMPORARY WATER BASIN 2-3" PLANTING PITS TO BE 12" GREATER THAN THE ROOTBALL 12 " MI N I M U M REMOVE BURLAP OR CONTAINER CLUMP & SCATTER PLANTS SO THAT AVERAGE PLANTING DENSITY IS EQUIVALENT TO GRID SPACING SHRUB PLANTING DETAIL L2.02 3 GROUNDCOVER PLANTING DETAIL L2.02 4 12" THOROUGHLY TILLED SUBSOIL NOTE: TILL SOIL SO THAT THERE ARE NO CLODS OR CLUMPS LARGER THAN 1 1/2" DIA. THOROUGHLY MIX INTO A DEPTH OF 6" 6" SPECIFIED BACKFILL SOIL FINISHED GRADE MULCH GROUNDCOVER PLANT NOTE: PROVIDE BROWSE PROTECTION FOR ALL SHRUBS AND TREES - INSTALL PER MANUFACTURERS SPECIFICATIONS. CONIFER TREE GUYING DETAIL L2.02 2TREE STAKING DETAIL L2.02 1 N: \ p r o j \ 3 9 5 - 1 0 3 \ 0 9 D r a w i n g s \ 0 7 L a n d s c a p e \ S h e e t s \ P D M O D 2 0 2 2 \ P h 2 \ 3 9 5 1 0 3 . ( L 2 ) P O N D - P L A N T - P H 2 . d w g - S H E E T : L 2 . 0 2 J a n 1 3 , 2 0 2 2 - 4 : 1 7 p m m i c h e l l e . h u n d l e y TC TI E11/08/02 HCSDCRAEPA AL N EREREGIS OREGON T 513 D REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KMK CONSTRUCTION 395-103 01/14/20221ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 2 DIAMETER OF ROOT BALL + 12" DE P T H RO O T B A L L 1' - 0 " M i n . DE P T H - 2 " RO O T B A L L DIAMETER OF 30 " M I N . OF ROOT BALL 2 X DIAMETER 1 1 / 2 X R O O T BA L L D E P T H NOTE: 1.TIE BRIGHTLY COLORED P.V.C. RIBBON ON WIRE GUYS. (MIN. 1 PER GUY.) 2.IN LAWN AREAS CUT TREE CIRCLE AT 12' RADIUS FROM TRUNK. BACKFILL SOIL NOTE: STAKE ALL EVERGREEN TREES LESS THAN 4" CALIPER. DO NOT STAKE VINE MAPLES. TREES 1 1/2" CALIPER AND LESS SHALL BE STAKED WITH A SINGLE WOOD STAKE UNLESS OTHERWISE SPECIFIED. 3' UNDER FIRST LIMBS OR 5' HIGH. WHICH EVER IS LOWEST. SCARIFY EDGES AND BOTTOM OF HOLE FINISH GRADE BACKFILL SOIL MULCH AS SPECIFIED, KEEP MULCH CLEAR OF SHRUB STEM BASE "CHAIN LOCK" TREE TIES OR BLACK FLEX GARDEN HOSE COVERING TWIST STRANDS AROUND EACH OTHER MIN. 3 GUYS 120 APART SET ROOT CROWN NO MORE THAN 4" ABOVE FINISH GRADE MULCH AS SPECIFIED KEEP MULCH CLEAR OF TRUNK BASE CUT AND REMOVE TWINE AND BURLAP FROM TOP AND SIDES OF ROOTBALL. (REMOVE ALL WIRE BASKET) 2"X2" WOOD STAKES OR METAL TREE ANCHORS AS APPROVED. AMENDED NATIVE SOIL/BACKFILL PLANTING MIX PER SPECIFICATIONS TILLED, AMENDED, AND MOUNDED NATIVE SUBSOIL TREE TIE (2) GLAV. STEEL WIRE LOSE TO ALLOW 4" OFF MOVEMENT IN ALL DIRECTIONS FINISH GRADE CUT AND REMOVE TWINE BURLAP, AND WIRE BASKET FROM TOP AND SIDES OF ROOTBALL. 2"X2"X8' WOOD STAKES SET OUTSIDE ROOTBALL ON WINDWARD AXIS (REMOVE AFTER ONE YEAR) MULCH AS SPECIFIED. KEEP MULCH CLEAR OF TRUNK BASE. DEEPROOT GREEN INFRASTRUCTURE, LLC 101 MONTGOMERY STREET, SUITE 2850, SAN FRANCISCO, CA 94104 INFODEEPROOT.COM TEL: 415 781 9700 NOTE: 1.TIE BRIGHTLY COLORED P.V.C. RIBBON ON WIRE GUYS. (MIN. 1 PER GUY.) 2.IN LAWN AREAS CUT TREE CIRCLE AT 12' RADIUS FROM TRUNK. ROOTBALL + 12" GENERAL NOTES: LANDSCAPE PLAN 1.THE CONTRACTOR SHALL VERIFY WITH OWNER AND UTILITY COMPANIES THE LOCATIONS OF ALL UTILITIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL DETERMINE IN THE FIELD THE ACTUAL LOCATIONS AND ELEVATIONS OF ALL EXISTING UTILITIES WHETHER SHOWN ON THE PLANS OR NOT. THE CONTRACTOR SHALL CALL UTILITY PROTECTION SERVICE 72 HOURS PRIOR TO CONSTRUCTION. 2.THE CONTRACTOR SHALL EXAMINE FINISH SURFACE, GRADES, TOPSOIL QUALITY AND DEPTH. DO NOT START ANY WORK UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. VERIFY LIMITS OF WORK BEFORE STARTING. 3.CONTRACTOR TO REPORT ALL DAMAGES TO EXISTING CONDITIONS AND INCONSISTENCIES WITH PLANS TO ODR. 4.ALL PLANT MASSES TO BE CONTAINED WITHIN A BARK MULCH BED, UNLESS NOTED OTHERWISE.USE MEDIUM AGED DARK FIR MULCH. APPLY A UNIFORM 3-4 INCH LAYER OF BARK MULCH AROUND TREES AND SHRUBS IN GENERAL LANDSCAPE, AND 2-3 INCH LAYER IN STORMWATER FACILITIES. KEEP MULCH AT LEAST 6 INCHES AWAY FROM THE TRUNKS OF TREES. PLACE AFTER SOIL BLEND AND VEGETATION INSTALLATION. 5.BED EDGE TO BE NO LESS THAN 11.5" AND NO MORE THAN 18" FROM OUTER EDGE OF PLANT MATERIAL BRANCHING. WHERE GROUND-COVER OCCURS, PLANT TO LIMITS OF AREA AS SHOWN. 6.CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE IN ALL LANDSCAPE BEDS AND ALL LAWN AREAS. 7.CONTRACTOR TO FINE GRADE AND ROCK-HOUND ALL TURF AREAS PRIOR TO SEEDING, TO PROVIDE A SMOOTH AND CONTINUAL SURFACE, FREE OF IRREGULARITIES (BUMPS OR DEPRESSIONS) & EXTRANEOUS MATERIAL OR DEBRIS. 8.QUANTITIES SHOWN ARE INTENDED TO ASSIST CONTRACTOR IN EVALUATING THEIR OWN TAKE-OFFS AND ARE NOT GUARANTEED AS ACCURATE REPRESENTATIONS OF REQUIRED MATERIALS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR HIS BID QUANTITIES AS REQUIRED BY THE PLANS AND SPECIFICATIONS. IF THERE IS A DISCREPANCY BETWEEN THE NUMBER LABELED ON THE PLANT TAG AND THE QUANTITY OF GRAPHIC SYMBOLS SHOWN, THE GRAPHIC SYMBOL QUANTITY SHALL GOVERN 9.COORDINATE LANDSCAPE INSTALLATION WITH INSTALLATION OF UNDERGROUND SPRINKLER AND DRAINAGE SYSTEMS. 10.WITH THE EXCEPTION OF THOSE TREES INDICATED ON THE TREE REMOVAL PLAN, CONTRACTOR SHALL NOT REMOVE ANY TREES DURING CONSTRUCTION WITHOUT THE EXPRESS WRITTEN CONSENT OF THE ODR. EXISTING VEGETATION TO REMAIN SHALL BE PROTECTED AS DIRECTED BY THE ODR. 11.WHERE PROPOSED TREE LOCATIONS OCCUR UNDER EXISTING OVERHEAD UTILITIES OR CROWD EXISTING TREES, NOTIFY ODR TO ADUST TREE LOCATIONS. 12.LANDSCAPE MAINTENANCE PERIOD BEGINS IMMEDIATELY AFTER THE COMPLETION OF ALL PLANTING OPERATIONS AND WRITTEN NOTIFICATION TO THE ODR. MAINTAIN TREES, SHRUBS, LAWNS AND OTHER PLANTS UNTIL FINAL ACCEPTANCE OR 90 DAYS AFTER NOTIFICATION AND ACCEPTANCE, WHICHEVER IS LONGER. 13.REMOVE EXISTING WEEDS FROM PROECT SITE PRIOR TO THE ADDITION OF ORGANIC AMENDMENTS AND FERTILIER. APPLY AMENDMENTS AND FERTILIER PER THE RECOMMENDATIONS OF THE SOIL ANALYSIS FROM THE SITE. 14.BACK FILL MATERIAL FOR TREE AND SHRUB PLANTING SHALL CONTAIN: ONE PART FINE GRADE COMPOST TO ONE PART TOPSOIL BY VOLUME, BONE MEAL PER MANUFACTURE'S RECOMMENDATION, AND SLOW RELEASE FERTILIER PER MANUFACTURER'S RECOMMENDATION. 15.GROUND COVERS AND PERENNIALS SHALL BE PLANTED WITH A MAXIMUM 2 INCH COVER OF BARK MULCH WITH NO FOLIAGE COVERED. 16.CONTRACTOR SHALL OBTAIN WRITTEN APPROVAL FOR ALL PLANT MATERIAL SUBSTITUTIONS FROM THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. PLANT SUBSTITUTIONS WITHOUT PRIOR WRITTEN APPROVAL THAT DO NOT COMPLY WITH THE DRAWINGS AND SPECIFICATIONS MAY BE REECTED BY THE LANDSCAPE ARCHITECT AT NO COST TO THE OWNER. THESE ITEMS MAY BE REQUIRED TO BE REPLACED WITH PLANT MATERIALS THAT ARE IN COMPLIANCE WITH THE DRAWINGS. 17.ALL PLANT MATERIALS SHALL BE NURSERY GROWN WITH HEALTHY ROOT SYSTEMS AND FULL BRANCHING, DISEASE AND INSECT FREE AND WITHOUT DEFECTS SUCH AS SUN SCALD, ABRASIONS, INURIES AND DISFIGUREMENT. 18.ALL PLANT MATERIAL SHALL BE INSTALLED AT THE SIE AND QUANTITY SPECIFIED. THE LANDSCAPE ARCHITECT IS NOT RESPONSIBLE FOR SUB-STANDARD RESULTS CAUSED BY REDUCTION IN SIE AND/OR QUANTITY OF PLANT MATERIALS. 19.STORMWATER FACILITY BLENDED SOIL PER CITY OF PORTLAND SECTION 01040.14. 20.SOIL PREPARATION SHOULD COMPLY WITH SPECIFICATION SECTION 329113. L2.03 POND COMMUNITY AMMENITIES WATER QUALITY SWALE NOTES & DETAIL CWS WATER QUALITY SWALE L2.03 2 CWS CONSTRUCTION NOTES L2.03 1 C.W.S. CONDITIONS FOR SWALES: 1.CLEAN WATER SERVICES SHALL BE NOTIFIED 72 HOURS PRIOR TO THE START AND COMPLETION OF ENHANCEMENT/RESTORATION ACTIVITIES. ENHANCEMENT/RESTORATION ACTIVITIES SHALL COMPLY WITH THE GUIDELINES PROVIDED IN APPENDIX A: LANDSCAPE REQUIREMENTS (R&O 19-05: APPENDIX A). 2.PRIOR TO INSTALLATION OF PLANT MATERIALS, ALL INVASIVE VEGETATION SUCH AS HIMALAYAN BLACKBERRY, ENGLISH IVY, AND ENGLISH HAWTHORN, WITHIN THE VEGETATED CORRIDOR SHALL BE REMOVED. DURING REMOVAL OF INVASIVE VEGETATION CARE SHALL BE TAKEN TO MINIMIE IMPACTS TO EXISTING NATIVE TREES AND SHRUB SPECIES. 3.PLANTINGS SHALL BE TAGGED FOR DORMANT SEASON IDENTIFICATION. TAGS TO REMAIN ON PLANT MATERIAL AFTER PLANTING FOR MONITORING PURPOSES. 4.AN APPROVED OREGON DEPARTMENT OF FORESTRY NOTIFICATION IS REQUIRED FOR ONE OR MORE TREES HARVESTED FOR SALE, TRADE, OR BARTER, ON ANY NON-FEDERAL LANDS WITHIN THE STATE OF OREGON. 5.APPROPRIATE BEST MANAGEMENT PRACTICES (BMP') FOR EROSION CONTROL, IN ACCORDANCE WITH THE CWS EROSION CONTROL TECHNICAL GUIDANCE MANUAL SHALL BE USED PRIOR TO, DURING, AND FOLLOWING EARTH DISTURBING ACTIVITIES. 6.PRIOR TO CONSTRUCTION, A STORM WATER CONNECTION PERMIT FROM THE DISTRICT OR ITS DESIGNEE IS REQUIRED PURSUANT TO ORDINANCE 27, SECTION 4.B. 7.REMOVAL OF NATIVE, WOODY VEGETATION SHALL BE LIMITED TO THE GREATEST EXTENT PRACTICABLE. 8.SHOULD FINAL DEVELOPMENT PLANS DIFFER SIGNIFICANTLY FROM THOSE SUBMITTED FOR REVIEW BY THE DISTRICT, THE APPLICANT SHALL PROVIDE UPDATED DRAWINGS, AND IF NECESSARY, OBTAIN A REVISED SERVICE PROVIDER LETTER. 9.MAINTENANCE AND MONITORING REQUIREMENTS SHALL COMPLY WITH SECTION 2.5 TABLE A-1 OF R&O 19-05. IF AT ANY TIME DURING THE WARRANTY PERIOD THE LANDSCAPING FALLS BELOW THE 80 SURVIVAL LEVEL, THE OWNER SHALL REINSTALL ALL DEFICIENT PLANTING AT THE NEXT APPROPRIATE PLANTING OPPORTUNITY AND THE TWO YEAR MAINTENANCE PERIOD SHALL BEGIN AGAIN FROM THE DATE OF REPLANTING. 10.THE WATER QUALITY SWALE SHALL BE PLANTED WITH DISTRICT APPROVED NATIVE SPECIES, AND DESIGNED TO BLEND INTO THE NATURAL SURROUNDINGS. 11.DEEP ROOTING TREES AND SHRUBS ARE NOT TO BE PLANTED ON TOP OF CONCRETE PIPES, OR WITHIN 10 FEET OF RETAINING WALLS, INLET/OUTLET STRUCTURES OR OTHER CULVERTS. 12.LARGE TREES OR SHRUBS ARE NOT TO BE PLANTED ON BERMS OVER FOUR FEET TALL THAT IMPOUND WATER. SMALL TREES OR SHRUBS WITH FIBROUS ROOT SYSTEMS MAY BE INSTALLED ON BERMS THAT IMPOUND WATER AND ARE LESS THAN FOUR FEET TALL. 25.SOIL PREPARATION: TO ENHANCE ORGANIC MATTER, LEAF COMPOST MAYBE PLACED UNIFORMLY ON TOPSOIL. OTHER AMENDMENT, CONDITIONERS, BIO-AMENDMENTS MAY BE ADDED AS NEEDED TO SUPPORT THE SPECIFIED PLANTS OR ADUST THE SOIL PH. TRADITIONAL FERTILIATION TECHNIQUES (APPLYING N-P-K) ARE NOT NECESSARY FOR NATIVE PLANTS AND SHOULD NOT BE USED. 26.TIMING: CONTAINER STOCK SHALL BE INSTALLED ONLY FROM FEBRUARY 1 THROUGH MAY 1 AND OCTOBER 1 THROUGH NOVEMBER 15. BARE ROOT STOCK SHALL BE INSTALLED ONLY FROM DECEMBER 15 THOUGH APRIL 15. PLANTINGS OUTSIDE THESE TIMES MAY REQUIRE, ADDITIONAL MEASURES TO ENSURE SURVIVAL. 27.EROSION CONTROL: GRADING, SOIL PREPARATION, AND SEEDING SHALL BE PERFORMED DURING OPTIMAL WEATHER CONDITIONS AND AT LOW FLOW LEVELS TO MINIMIE SEDIMENT IMPACTS. SITE DISTURBANCE SHALL BE MINIMIED AND DESIRABLE VEGETATION RETAINED, WHERE POSSIBLE. SLOPES SHALL BE GRADED TO SUPPORT THE ESTABLISHMENT OF VEGETATION. WHERE SEEDING IS USED FOR EROSION CONTROL, AN APPROPRIATE NATIVE GRASS, REGREEN (OR ITS EQUIVALENT), OR STERILE WHEAT SHALL BE USED TO STABILIE SLOPES UNTIL PERMANENT VEGETATION IS ESTABLISHED. BIODEGRADABLE FABRICS (COIR, COCONUT OR APPROVED UTE MATTING (MINIMUM 1/4" SQUARE HOLES) MAY BE USED TO STABILIE SLOPES AND CHANNELS. FABRICS SUCH AS BURLAP MAY BE USED TO SECURE PLANT PLUGS IN PLACE AND TO DISCOURAGE FLOATING UPON INUNDATION. NO PLASTIC MESH THAT CAN ENTANGLE WILDLIFE IS PERMITTED. CONSULT CHAPTER 6 - EROSION PREVENTION AND SEDIMENT CONTROL FOR ADDITIONAL INFORMATION. 28.MULCHING: TREES, SHRUBS, AND GROUNDCOVERS PLANTED IN UPLAND AREAS SHALL BE MULCHED A MINIMUM OF THREE INCHES IN DEPTH AND 18 INCHES IN DIAMETER, TO RETAIN MOISTURE AND DISCOURAGE WEED GROWTH AROUND NEWLY INSTALLED PLANT MATERIAL. APPROPRIATE MULCHES ARE MADE FROM COMPOSTED BARK OR LEAVES THAT HAVE NOT BEEN CHEMICALLY TREATED. THE USE OF MULCH IN FREQUENTLY INUNDATED AREAS SHALL BE LIMITED, TO AVOID ANY POSSIBLE WATER QUALITY IMPACTS INCLUDING THE LEACHING OF TANNINS AND NUTRIENTS, AND THE MIGRATION OF MULCH INTO WATERWAYS. 29.PLANT PROTECTION FROM WILDLIFE: DEPENDING ON SITE CONDITIONS, APPROPRIATE MEASURES SHALL BE TAKEN TO LIMIT WILDLIFE-RELATED DAMAGE (SEE IVAM GUIDANCE). 30.IRRIGATION: APPROPRIATE PLANT SELECTION, ALONG WITH ADEQUATE SITE PREPARATION AND MAINTENANCE, REDUCES THE NEED FOR IRRIGATION. HOWEVER, UNLESS SITE HYDROLOGY IS CURRENTLY ADEQUATE, A DISTRICT/CITY APPROVED IRRIGATION SYSTEM OR EQUIVALENT (I.E., POLYMER, PLUS WATERING) SHALL BE USED DURING THE TWO-YEAR PLANT ESTABLISHMENT PERIOD. WATERING SHALL BE AT A MINIMUM RATE OF AT LEAST ONE INCH PER WEEK FROM UNE 15 THROUGH OCTOBER 15. OTHER IRRIGATION TECHNIQUES, SUCH AS DEEP WATERING, MAY BE ALLOWED WITH PRIOR APPROVAL BY DISTRICT STAFF. VEGETATED SWALE PLANTING NOTES: 1.ALL NEW PLANTING MATERIAL WILL BE PROVIDED WITH A TEMPORARY AUTOMATIC IRRIGATION SYSTEM DESIGNED BY CONTRACTOR IN CONFORMANCE TO ALL LOCAL CITY AND STATE CODES. CONTRACTOR WILL PROVIDE MATERIALS AND INSTALL ALL IRRIGATION DOWNSTREAM OF THE EXISTING WATER METER. TEMPORARY IRRIGATION SYSTEM SHALL BE MAINTAINED FOR A MINIMUM OF (2) GROWING SEASONS. 2.SEE ENGINEERING DRAWINGS FOR EROSION CONTROL FENCING AND DETAILS. 3.THE LANDSCAPE CONTRACTOR IS TO THOROUGHLY REVIEW THE SITE. IF THERE ARE ANY DISCREPANCIES BETWEEN THE PLAN AND THE EXISTING CONDITIONS THE LANDSCAPE ARCHITECT IS TO BE NOTIFIED IMMEDIATELY. 4.IF THE LANDSCAPE CONTRACTOR STARTS WORK BEFORE SITE CONDITIONS ARE READY, THEY WILL BE RESPONSIBLE FOR ANY ADDITIONAL COSTS RELATING TO THE CONDITION. 5.SWALE TOPSOIL: USE 12" OF CLEAN COMPOST-AMENDED TOPSOIL. THE COMPOST-AMENDED TOPSOIL SHALL HAVE THE FOLLOWING CHARACTERISTICS. A) TEXTURE- MATERIAL PASSES THROUGH ONE-INCH SCREEN B0 FERTILITY- 35 ORGANIC MATTER 6.PLANT QUANTITIES SHOWN ARE INTENDED TO ASSIST THE CONTRACTOR IN EVALUATING THEIR OWN TAKE OFFS. IF THERE IS A DISCREPANCY BETWEEN PLANT QUANTITIES AND SYMBOLS SHOWN ON THE PLAN, USE THE LARGER OF THE TWO AMOUNTS. CONTRACTOR IS RESPONSIBLE FOR ALL FINAL QUANTITIES 7.ALL VEGETATED SWALE PLANTING IS TO BE PLANTED PER CLEAN WATER SERVICES LANDSCAPE REQUIREMENTS. 8.PLANTING IS SPECIFIED AS PER CLEAN WATER SERVICES RECOMMENDATIONS FOR THE VEGETATED SWALE, LOW IMPACT DEVELOPMENT HANDBOOK, U NE 2016. 9.THE TREATMENT AREA HAS 3 4" TO 2-INCH RIVER RUN ROCK PLACED 2.5 TO 3 INCHES DEEP ON HIGH DENSITY UTE OR COCONUT MATTING OVER 12 INCHES OF NATIVE TOPSOIL. THE RIVER ROCK, TOPSOIL AND HIGH DENSITY UTE OR COCONUT MATTING EXTENDS TO THE TOP OF THE TREATMENT AREA, TOPSOIL AND LOW DENSITY UTE MATTING EXTENDS TO THE EDGE OF THE WATER QUALITY TRACT OR EASEMENT AREA. 10.BARE ROOT STOCK SHALL BE INSTALLED ONLY FROM DECEMBER 15 THROUGH APRIL 15. CONTAINERIED STOCK SHALL BE INSTALLED ONLY FROM FEBRUARY 1 THOUGH MAY 1 AND OCTOBER 1 THROUGH NOVEMBER 15. CLUSTER = GROUPS OF 3-7 PLANTS IN SAME AREA WITH GRASS IN BETWEEN. SEEDING RATE: PURE LIVE SEED (PLS) POUNDS PER ACRE. PLANTING NOTES (PER CWS DESIGN & CONSTRUCTION STANDARDS, APPENDIX A PLANTING REQUIREMENTS, APRIL 2019): 11.TREE PLANTINGS SHOULD BE PROTECTED FROM WILDLIFE DAMAGE (DEER BROWSE) BY INSTALLING TREE-PROTECTOR TUBES OR WIRE MESH CYLINDERS AROUND NEWLY INSTALLED PLANTINGS. (SEE IVAM GUIDELINES) MAINTENANCE AND MONITORING: 1.BI-ANNUAL MONITORING OF THE SITE WILL BE CONDUCTED BY OWNER IN THE SPRING (BY UNE 1) AND FALL (BY SEPTEMBER 30), FOLLOWING THE FIRST GROWING SEASON AFTER THE PLANT INSTALLATION. ENSURE A MINIMUM OF 80 SURVIVAL RATE OR BETTER WITH 90 FACILITY COVERAGE OF THE REQUIRED VEGETATION. NOTES ON THE PLANT MORTALITY AND HERBACEOUS COVER WILL BE NOTED. NECESSARY MAINTENANCE WILL BE DETERMINED TO REDUCE INVASIVE PLANT SPECIES OR OTHER MEASURES TO AID IN THE SURVIVAL OF THE INSTALLED PLANT MATERIAL. ENSURE THAT NO MORE THAN 20 NON-NATIVES OCCUPY THE SITE . IF IT IS DETERMINED DURING THE MAINTENANCE PERIOD THAT THE PLANT COVERAGE OF THE HERBACEOUS SPECIES OR THE INSTALLED PLANTINGS DO NOT MEET THE CONDITIONS REQUIRED BY C.W.S. OUTLINED IN THE SERVICE PROVIDER LETTER, A PLAN WILL BE DEVELOPED AND IMPLEMENTED TO MEET THOSE CONDITIONS. N: \ p r o j \ 3 9 5 - 1 0 3 \ 0 9 D r a w i n g s \ 0 7 L a n d s c a p e \ S h e e t s \ P D M O D 2 0 2 2 \ P h 2 \ 3 9 5 1 0 3 . ( L 2 ) P O N D - P L A N T - P H 2 . d w g - S H E E T : L 2 . 0 3 J a n 1 3 , 2 0 2 2 - 4 : 1 7 p m m i c h e l l e . h u n d l e y TC TI E11/08/02 HCSDCRAEPA AL N EREREGIS OREGON T 513 D REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KMK CONSTRUCTION 395-103 01/14/20221ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 2 CONCRETE PAVING / LANDSCAPE L3.01 8 SCORE JOINT DETAIL L3.01 2 3/4" MINUS COMPACTED, CRUSHED ROCK 4" COMPACTED SUBGRADE 6" SET CONCRETE 1/4" ABOVE FINISHED GRADE PLANTING MIX SPECIFIED BACKFILL FINISHED GRADE CONCRETE SIDEWALK LIGHT BROOM FINISH SEE LAYOUT PLANS FOR SCORING PLANTING AREA VARIES SEE PLANTING PLAN AND LAYOUT PLANS 30" MAX BLOCK WALL L3.01 9 SEE CIVIL GRADING PLANS & SHEET C1 FOR ADDITIONAL INFORMATION 4" 4" FINISHED GRADE CONCRETE PAVEMENT LIGHT BROOM FINISH SEE LAYOUT PLANS FOR SCORING 4"DEPTH, 3/4" MINUS COMPACTED CRUSHED ROCK GEOTEXTILE FABRIC AS SPECIFIED COMPACTED SUBGRADE 2.5" WOODCHIP TRAIL L3.01 3 4" CONCRETE OVERLOOK L3.01 1 4" 4" L3.01 2 4" CONCRETE, LIGHT BROOM FINISH SEE LAYOUT PLAN FOR SCORING SLOPE VARIES SEE GRADING PLAN SHEETS FOR ELEVATIONS 3/4" COMPACTED CRUSHED ROCK BASE COMPACTED SUBGRADE SCORE OINT 1. REMOVE ALL ORGANIC MATERIAL AND TOPSOIL TO SUBGRADE DEPTH PRIOR TO PLACING WOODCHIPS. FINISH GRADE4" DEPTH ACCESSIBLE WOODCHIP TRAIL EXISTING SUBGRADE FILTER FABRIC SET WOODCHIP TRAIL 14" BELOW FINISH GRADE CONCRETE SIDEWALK L3.01 1 NOTE: 1. REMOVE ALL ORGANIC MATERIAL AND TOPSOIL TO SUBGRADE DEPTH PRIOR TO PLACING WOODCHIPS.4" DEPTH ACCESSIBLE WOODCHIP TRAIL 5' FINISH GRADE FILTER FABRIC EXISTING GRADE TO REMAIN CONCRETE / WOODCHIP TRAIL L3.01 4 BENCH SURFACE MOUNT L3.01 7 L3.01 1 BENCH AS SPECIFIED SEE LAYOUT PLANS FOR LOCATION CONCRETE PAVING 3 4" DIAMETER ANCHOR BOLD IN LEAD SLEEVE USE TAMPER RESISTANT NUT BENCH L3.01 6 SEE DETAIL 2 SHEET L3.03 FOR ADDITIONAL INFORMATION. BENCH MANUFACTURER: VICTOR STANLEY MODEL: THE GREENSITES SERIES CM-324 FINISH: RECYCLED PLASTIC SLATS- COLOR: RECYCLED MAPLE METAL: TITANIUM POWDERCOATED SIE: 72" LENGTH VICTOR STANLEY P.O. DRAWER 330 - DUNKIRK, MD 20754 USA TOLL FREE: (800) 368-2573 (USA & CANADA) TEL (301) 855-8300 - FAX (410) 257-7579 WEB SITE: HTTP://WWW.VICTORSTANLEY.COM 4" DEPTH WOODCHIP TRAIL 1. REMOVE ALL ORGANIC MATERIAL AND TOPSOIL TO SUBGRADE DEPTH PRIOR TO PLACING WOODCHIPS. FILTER FABRIC NOTES: 7" 9" 8' PRESSURE TREATED TIMBER ANCHOR WITH (2) 58" DIA. GALV. STEEL REBAR 18" LENGTH DRIVEN THROUGH DRILLED HOLES IN TIMBER 3/4" COMPACTED, CRUSHED ROCK 3'-0" 7" 7" PRESSURE TREATED TIMBER STEP L3.01 5 SEE DETAIL 2 SHEET L3.03 FOR ADDITIONAL INFORMATION. L3.01 1 12"8'-0". SLOPE COMPACTED SHOULDER ORIGINAL GRADE SHOVEL CUT EDGES (TYP) REMOVE UPPERMOST ORGANIC MATERIAL ONLY REMOVE ONLY UPPERMOST ORGANIC MATERIAL ON BACK SLOPE. 4" o 3/4" COMPACTED, CRUSHED ROCK 7" 9" 8' RAILROAD TIE ANCHOR WITH (2) 58" DIA. GALV. STEEL REBAR 18" LENGTH DRIVEN THROUGH DRILLED HOLES IN TIMBER SECTION AT P.T. TIMBER STEP L3.01 11 12"5'-0" . SLOPE WOODCHIP TRAIL SECTION WITH SLOPE L3.01 10 ORIGINAL GRADE REMOVE ONLY UPPERMOST ORGANIC MATERIAL ON BACK SLOPE 4" DEPTH ACCESSIBLE WOODCHIP TRAIL SHOVEL CUT EDGES (TYP) COMPACTED SHOULDER GEOTEXTILE FABRIC GEOTEXTILE FABRIC NOTES: 1.NO SHINER BANDS ON TOOLED OINTS. 2.PLACE SCORE OINTS AT MAXIMUM 10' ON CENTER. FOR PAVING SCORING PATTERN SEE LAYOUT PLAN 1 4" 1 4D D 14" RADIUS TOOLED EDGES CONCRETE PAVING 1 - L3.01 POND COMMUNITY AMMENITIES CONSTRUCTION DETAILS N: \ p r o j \ 3 9 5 - 1 0 3 \ 0 9 D r a w i n g s \ 0 7 L a n d s c a p e \ S h e e t s \ P D M O D 2 0 2 2 \ P h 2 \ 3 9 5 1 0 3 . ( L 3 ) P O N D - D E T A I L S - P H 2 . d w g - S H E E T : L 3 . 0 1 J a n 1 3 , 2 0 2 2 - 4 : 1 7 p m m i c h e l l e . h u n d l e y TC TI E11/08/02 HCSDCRAEPA AL N EREREGIS OREGON T 513 D REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KMK CONSTRUCTION 395-103 01/14/20221ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 2 B L3 . 0 2 SECTION- TYPE B 3' VA R I E S MIDWEST GABION WELDED MESH 12' LENGTH POND BANK SLOPE FINISH GRADE VARIES SEE CIVIL DRAWINGS & SHEET C1 GABION SET INTO GRADE - B L3.02 2 NOTE 1.GABION CONSTRUCTED FROM ROLL STOCK MAY UTILIE CONTINUOUS SECTIONS OF WELDED WIRE MESH UP TO 300' LONG. 2.CUT PANELS TO APPROPRIATE SIES IN FIELD. 3.ENDS, DIAPHRAGMS, FRONT AND BACK PANELS ARE PLACED UPRIGHT ON THE BOTTOM SECTION OF WIRE MESH. 4.SECURE PANELS BY SCREWING SPIRAL BINDERS THROUGH THE MESH OPENINGS IN ADACENT PANELS. 5.GRADED STONE- 4"-8" CLEAN, ANGULAR QUARRIED BASALT, 12" LIFTS COMPACTED MANUFACTURER OR APPROVED EQUAL: MIDWEST CONSTRUCTION PRODUCTS 1-800-843-6175 GABIONBASKETS.NET ERIC HARRISON- FIELD REP. Ericietcontrct.co 800.532.2381 GABION BASKET L3.02 4 UNDISTURBED OR COMPACTED SUBGRADE. VA R I E S MIDWEST GABION 3" X 3" WELDED MESH 12' LENGTH GABION LID CLOSE AFTER FILLING AND SECURE WITH SPIRAL BINDERS AT THE DIAPHRAGMS, ENDS, FRONT AND BACK. PLACE 18" CORNER STIFFENERS AT 12" INTERVALS (4 PER CELL). CRIMP OVER THE LINE AND CROSSWIRE ON THE FRONT AND SIDE FACES. DIAPHRAGMS 3' O.C. HEIGHT VARIES FILL GABION WITH GRADED STONE BY HAND OR MACHINE IN 12" LIFTS, CROSS OR CORNER TYING EACH LIFT. MAINTAIN A CONSTANT INSIDE DIMENSION IN ORDER TO HAVE THE LID FIT CORRECTLY. EXISTING GRADE TO REMAIN GABION SET ON GRADE- TYPE A L3.02 1 SECTION- TYPE C 3' VA R I E S POND BOTTOM FINISH GRADE POND BANK SLOPE FINISH GRADE VARIES SEE CIVIL DRAWINGS & SHEET C1 A L3 . 0 2 SECTION- TYPE A 3' 18 " 193' 30 " 95' GABION SET INTO GRADE - C L3.02 3 C L3 . 0 2 90' POND BOTTOM FINISH GRADE POND BOTTOM FINISH GRADE POND BANK SLOPE FINISH GRADE VARIES SEE CIVIL DRAWINGS & SHEET C1 POND BOTTOM FINISH GRADE 2' x 3' INTERPRETATIVE PANEL L3.02 5 1/8 1/4" X 3" GALV. HEX HEAD BOLTS, NUTS AND WASHERS. COUNTER SINK INTERPRETIVE PANEL POST 4" 4" 59" GALVANIED TUBULAR STEEL POST WITH 30 DEGREE ANGLED TOP TOWARD PLAA. INTERPRETIVE PANEL 6" DEPTH, 3/4" MINUS COMPACTED CRUSHED ROCK 4" 4" 4" CONCRETE, LIGHT BROOM FINISH, SEE LAYOUT PLAN FOR SCORING SEE DETAIL 2 SHEET L3.01 COMPACTED OR UNDISTURBED SUBGRADE 2- ' 8 " CAST IN PLACE CONCRETE FOOTING 12" 36 " 2' INTERPRETIVE PANEL POST 4" 4" 59" GALVANIED TUBULAR STEEL POST WITH 30 DEGREE ANGLED TOP TOWARD PLAA. 9" 1' - 6 " 34" PHENOLIC RESIN PANEL MOUNTED TO A STEEL PLATE WHICH IS AT A 35 DEGREE ANGLE TO THE POST 2' HIGH X 3' WIDE INTERPRETIVE PANEL 3 " PHENOLIC RESIN PANEL MOUNTED 4 TO A STEEL PLATE WHICH IS AT A 35 DEGREE ANGLE TO THE POST 2' HIGH X 3' WIDE 1/4" X 12" X 18" FLATSTOCK STEEL PLATE WELD TO GALVANIED TUBULAR STEEL POST L3.02 4 MIDWEST GABION WELDED MESH 12' LENGTH L3.02 4 MIDWEST GABION WELDED MESH 12' LENGTH L3.02 4 18 " DIAPHRAGMS 3' O.C. HEIGHT VARIES DIAPHRAGMS 3' O.C. HEIGHT VARIES DIAPHRAGMS 3' O.C. HEIGHT VARIES L3.02 POND COMMUNITY AMMENITIES CONSTRUCTION DETAILS N: \ p r o j \ 3 9 5 - 1 0 3 \ 0 9 D r a w i n g s \ 0 7 L a n d s c a p e \ S h e e t s \ P D M O D 2 0 2 2 \ P h 2 \ 3 9 5 1 0 3 . ( L 3 ) P O N D - D E T A I L S - P H 2 . d w g - S H E E T : L 3 . 0 2 J a n 1 3 , 2 0 2 2 - 4 : 1 7 p m m i c h e l l e . h u n d l e y TC TI E11/08/02 HCSDCRAEPA AL N EREREGIS OREGON T 513 D REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KMK CONSTRUCTION 395-103 01/14/20221ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 2 GABION SWALE SECTION B-B L3.03 4 BOLLARD L3.03 1 NOTE: COLOR: BLACK BENCH DETAIL - MANUFACTURER L3.03 2 INLETWATER QUALITY STORM ELEVATION OUTFALL L3.04 1 L3.05 3 L3.05 1 L3.05 2 BLENDED SOIL SPECIFICATION L3.03 3 PET WASTE STATION L3.03 5 PET WASTE STATION SIGN AND POST MANUFACTURER: PET WASTE ELIMINATOR POST MODEL: STEEL SIGN POST 8' HT. COLOR: GREEN SIGN MODEL: PLEASE CLEAN UP AFTER YOUR PET NOTE: PET WASTE BAGS AND DISPENSER TO BE PROVIDED BY CITY OF TIGARD. METAL WEIR CONCRETE END WALL MIDWEST GABION WELDED MESH 12' LENGTH COMPACTED OR UNDISTURBED SUBGRADE AMEND TOP SOIL MIX, SEED AND PLANT PER LANDSCAPE PLANS EXISTING PIPE STILLING BASINRIP RAP OUTFALL L3.02 4 CONCRETE SPILLWAY GEOTEXTILE FABRIC- FACE GABION WALL AND FLOOR, SECURE FABRIC TO WIRE FRAME USING SPIRAL BINDERS AT 12" INTERVALS. CRIMP OVER THE LINE AND CROSSWIRE ON THE SIDE FACES. L3.03 3 WOOD CHIP PATH OVER EMERGENCY L3.03 6OVERFLOW CHANNEL EXISTING SUBGRADE 4" FINISHED GRADE EXISTING EMERGENCY OVERFLOW ROCK - SEE CIVIL DRAWINGS 1. REMOVE ALL ORGANIC MATERIAL AND TOPSOIL TO SUBGRADE DEPTH PRIOR TO PLACING WOOD CHIPS. 4" DEPTH ACCESSIBLE WOOD CHIP FILTER FABRIC COMPACTED 14" MINUS TOP LAYER. COVER EMERGENCY OVERFLOW ROCK TO CREATE A SMOOTH SURFACE AT TRAIL CROSSING ONLY 3" MIN. DEPTH ACCESSIBLE WOOD CHIP TRAIL PLACED OVER 1 4" MINUS L3.01 3 CONCRETE BASIN BOTTOM CONCRETE BASIN BOXCONCRETE FACE WALL NOTES: 1. ALL FITTINGS, FASTENERS, & AND FABRIC TIES SHALL BE HOT DIP GALV. 2. CONC SHALL BE MIN 2500 PSI @ 28 DAYS. 3. PROVIDE BRACE RAIL BETWEEN END POSTS AND LINE POSTS. LENGTHS AS REQ'D. 4. PROVIDE GATE STOPS AND DROP RECEIVERS SET IN CONCRETE, EACH GATE. 5. PROVIDE EXTENSION ARMS ON LINE, END AND CORNER POSTS & GATE POSTS AS REQ'D. 6. PROVIDE SIGHT OBSCURING SLATS WITH ALL WASTEWATER PUMP STATIONS. 7. CENTER BRACE RAIL NOT REQUIRED WITH FENCE HEIGHT OF 5' OR LESS. 8. ALL POSTS AND RAILS TO MATCH FENCE COLOR. CHAINLINK FENCE L3.03 7 L3.03 POND COMMUNITY AMMENITIES CONSTRUCTION DETAILS N: \ p r o j \ 3 9 5 - 1 0 3 \ 0 9 D r a w i n g s \ 0 7 L a n d s c a p e \ S h e e t s \ P D M O D 2 0 2 2 \ P h 2 \ 3 9 5 1 0 3 . ( L 3 ) P O N D - D E T A I L S - P H 2 . d w g - S H E E T : L 3 . 0 3 J a n 1 3 , 2 0 2 2 - 4 : 1 7 p m m i c h e l l e . h u n d l e y TC TI E11/08/02 HCSDCRAEPA AL N EREREGIS OREGON T 513 D REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KMK CONSTRUCTION 395-103 01/14/20221ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 2 NOTES: 1.SWALE LENGTH TO BE 145 FT 2.SWALE SLOPE TO BE 0.5 3.REFER TO STRUCTURAL PLANS FOR WATER QUALITY SWALE RETAINING STRUCTURE DESIGN WQ FLOW WIDTH = 15.00'3'-0"3'-0" 4'-0" 232.00' BOTTOM OF POND 236.00' TOP OF WALL AMENDED TOP SOIL MIX, SEEDED AND PLANTED PER LANDSCAPE PLANS 6" PLANTED AREA VARIES SEE PLANTING PLAN PROVIDE HIGH DENSITY UTE MAT (COCONUT FIBER OR GEOUTE PLUS) WITHIN TREATMENT AREA MIDWEST GABION WELDED MESH 12' LENGTH UNDISTURBED OR COMPACTED SUBGRADE. DE P T H V A R I E S 8" SWALE WALL WITH METAL WEIR L3.04 1 CONCRETE END WALL METAL WEIR SEE SECTION A-A AND DETAIL 2 SHEET L3.05 FOR ADDITIONAL INFORMATION 232.0 236.0 234.0 3'-0" 4 BAR "L" 24 INCHES O.C. 4 BAR HORIONTAL TOP, MIDDLE, AND BOTTOM OF WALL (3) 4 BAR CONTINUOUS. 3" CLR. CENTER VERT. IN FOOTING. SOIL MIX / CLEAN SOIL - AS SPECIFIED PROVIDE HIGH DENSITY UTE MAT (COCONUT FIBER OR GEOUTE PLUS) WITHIN TREATMENT AREA MIDWEST GABION WELDED MESH 12' LENGTH 4'-6" 1 4" 2" 1/4" WEIR BASE PLATE WELD ALL CONNECTIONS WALL CONCRETE 1/4" X 6" SST WEIR ANCHOR FLANGE WITH TWO ROWS 5/8" DIA. HOLES AT 18" O.C., ROWS 3" APART. SECURE WITH 3/8" DIA. SST EXPANSION ANCHOR, MIN. 3" EMBED. SECTION A-A' 3"8" GABION BASKET BEYOND 6" 1/4 1/16 SWALE WALL SECTION L3.04 2 IRRIGATION SYSTEM NOT SHOWN FOR CLARITY SOIL MIX / CLEAN SOIL - AS SPECIFIED DEPTH VARIES IRRIGATION SYSTEM NOT SHOWN FOR CLARITY WQ-STORM ELEVATION L3.02 4 L3.02 4 WQ-STORM ELEVATION L3.03 3 L3.03 3 ROCK OUTFALL RIP-RAP AREA PROVIDE CLASS 50 RIP-RAP WITH A 3" DEPTH. L3.03 3 L3.03 3 COMPOST MULCH - AS SPECIFIED A A COMPOST MULCH -AS SPECIFIED EDGE OF SST WEIR WITH A 1/2" RETURN DRIP EDGE ADHERE WEIR PLATE TO TOP OF GABION BASKET AND ROCKS WITH MARINE EPOXY OR NEOPRENE HIGH PERFORMANCE CONTACT ADHESIVE 8" 8" 2'-4" 12"8" 3 4" COMPACTED MINUS CRUSHED ROCK 4" SLOPE 0.5 1' - 9 " 4" PERFORATED PIPE WITH DRAIN ROCK AND GEOTEXTILE FABRIC SEE CIVIL DRAWINGS 40 MIL PVC OR HPDM LINER- FACE INTERIOR GABION WALL AND FLOOR. AS NECESSARY, OVERLAP 6" MIN. ADHERE OVERLAP WITH BODIED ADHESIVE PER MANUFACTURER'S INSTRUCTIONS. 40 ML PVC OR HPDM LINER- FACE INTERIOR GABION WALL AND FLOOR LINER TO BE CONTINUOUS. CUT BASKET REMOVING A STRIP OF BASKET BOTTOM, PLACE LINER. LINER TO EXTEND ABOVE THE WQ-STORM ELEVATION COVER EXPOSED FABRIC WITH A MIN. 6" OF ROCK 4" PERFORATED PIPE WITH DRAIN ROCK AND GEOTEXTILE FABRIC SEE CIVIL DRAWINGS CONCRETE FLOW SPREADER SEE SHEET L1.01 FOR LOCATION. 8" 12 " 4" PVC SOLID PIPE SEE CIVIL DRAWINGS FOR DRAIN DAYLIGHT 6" MIN SLEEVE 2 X LINE SIE, GROUT SEAL SLEEVE 2 X LINE SIE, GROUT SEAL 7" START SOLID PIPE 6" MIN. FROM CONCRETE END WALL L3.04 POND COMMUNITY AMMENITIES CONSTRUCTION DETAILS N: \ p r o j \ 3 9 5 - 1 0 3 \ 0 9 D r a w i n g s \ 0 7 L a n d s c a p e \ S h e e t s \ P D M O D 2 0 2 2 \ P h 2 \ 3 9 5 1 0 3 . ( L 3 ) P O N D - D E T A I L S - P H 2 . d w g - S H E E T : L 3 . 0 4 J a n 1 3 , 2 0 2 2 - 4 : 1 7 p m m i c h e l l e . h u n d l e y TC TI E11/08/02 HCSDCRAEPA AL N EREREGIS OREGON T 513 D REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KMK CONSTRUCTION 395-103 01/14/20221ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 2 FINISHED GRADE 234.7 CONCRETE BASIN BOX 5'-0" 8" 8" VA R I E S PLANTED AREA VARIES SEE PLANTING PLAN GABION BASKET BEYOND PROVIDE HIGH DENSITY UTE MAT (COCONUT FIBER OR GEOUTE PLUS) WITHIN TREATMENT AREA EXISTING PVC PIPE, CAST WALL AROUND EXISTING PIPE. INSTALL 2 RUBBER GASKETS. CUT END FLUSH WITH WALL AND GROUT. RIP-RAP IS TO BE LAID FLUSH TO THE SWALE BANK AND PIPE. PROVIDE CLASS 50 RIP RAP WITH A 3" DEPTH. GROUT INLET- STILLING BASIN - SECTION L3.05 1 INLET- STILLING BASIN- PLAN L3.05 3OUTFALL WITH METAL WEIR-PLAN L3.05 2 MIDWEST GABION WELDED MESH 12' LENGTH SOIL MIX / CLEAN SOIL - AS SPECIFIED DEPTH VARIES SOIL MIX / CLEAN SOIL - AS SPECIFIED MIDWEST GABION WELDED MESH 12' LENGTH METAL WEIR SEE SECTION A-A & DETAIL 1 SHEET L3.04 FOR ADDITIONAL INFORMATION EXISTING PVC PIPE, CAST WALL AROUND EXISTING PIPE. CUT END FLUSH WITH WALL AND GROUT BASIN BOX TW 238.00 FACE WALL TW 236.00 TOP OF PIPE 236.50 BOTTOM OF PIPE 235.0 BASIN BOX FLOOR 234.33 TW GABION 236.0 TW GABION 236.00 TW GABION 236.00 TW GABION 236.00 POND BOTTOM 232.0 WEIR 234.00 TW LOWER GABION BASKET 233.5 FINISHED GRADE 234.00 40 ML PVC OR HPDM LINER- FACE INTERIOR GABION WALL AND FLOOR SEE STRUCTURAL DRAWINGS PROVIDED BY VISTA STRUCTURAL FOR WALL REINFORCEMENT SCHEDULE CONCRETE WALLS SEE LAYOUT PLAN FOR LOCATION. PLYWOOD FORMED SURFACE. SEE CIVIL DRAWINGS FOR FOR ELEVATIONS. CONCRETE END WALL AMENDED TOP SOIL MIX, SEEDED AND PLANTED PER LANDSCAPE PLANS / CLEAN SOIL - SPECIFIED DEPTH VARIES . IRRIGATION SYSTEM NOT SHOWN FOR CLARITY SLOPE TOP TO DRAIN PROVIDE SWIRL FINISH CONCRETE RETAINING WALL SEE LAYOUT PLAN FOR LOCATION. PLYWOOD FORMED SURFACE. SEE CIVIL DRAWINGS FOR FOR ELEVATIONS. L3.02 4 L3.05 1 L3.02 4 L3.03 3 L3.03 3 L3.03 3 L3.02 4 L3.03 3 COMPOST MULCH - AS SPECIFIED RIP-RAP IS TO BE LAID FLUSH TO THE SWALE BANK AND PIPE. PROVIDE CLASS 50 RIP-RAP WITH A 3" DEPTH. L3.04 1 BASIN BOX TW 238.00 FACE WALL TW 236.00 FACE WALL BLOCK OUT 235.2 CONCRETE BASIN BOX FLOOR 234.33 BASIN BOX TW 238.00 40 ML PVC OR HPDM LINER- FACE INTERIOR GABION WALL AND FLOOR 4" PERFORATED PIPE WITH DRAIN ROCK AND GEOTEXTILE FABRIC SEE CIVIL DRAWINGS BASIN BOX TW 238.00 GABION WALL TOP 236.00 FACE WALL TOP 236.00 TOP OF FACE WALL BLOCK OUT 235.2 BASIN BOX FLOOR 234.33 BASIN BOX TW 238.00 40 ML PVC OR HPDM LINER- FACE INTERIOR GABION WALL AND FLOOR, SECURE FABRIC TO WIRE FRAME USING SPIRAL BINDERS AT 12" INTERVALS. CRIMP OVER THE LINE AND CROSSWIRE ON THE SIDE FACES. 21'- 0 " 5'-0 " 8' 6" 3' 3' 3' 3' 6" BASIN BOX TW 238.00 21 ' 15 ' L3.05 POND COMMUNITY AMMENITIES CONSTRUCTION DETAILS N: \ p r o j \ 3 9 5 - 1 0 3 \ 0 9 D r a w i n g s \ 0 7 L a n d s c a p e \ S h e e t s \ P D M O D 2 0 2 2 \ P h 2 \ 3 9 5 1 0 3 . ( L 3 ) P O N D - D E T A I L S - P H 2 . d w g - S H E E T : L 3 . 0 5 J a n 1 3 , 2 0 2 2 - 4 : 1 7 p m m i c h e l l e . h u n d l e y TC TI E11/08/02 HCSDCRAEPA AL N EREREGIS OREGON T 513 D REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KMK CONSTRUCTION 395-103 01/14/20221ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 2 FACE WALL TOP 236.00 BASIN BOX TW 238.00 TOP OF FACE WALL BLOCK OUT 235.2 234.7 21'-0" TOP OF PIPE 236.5 3'-0"3'-0" BASIN BOX FLOOR 234.33 SOIL BOTTOM OF BASIN BOX 233.33 3'-6"3'-6" BOTTOM OF PIPE 235.0 2' - 0 " 8" 1' - 0 " FACE WALL BLOCK OUT 235.2 GABION WALL TOP 236.00 FACE WALL TOP 236 GABION WALL TOP 236 GABION GABION BASIN BOX TW 238.00 BASIN BOX TW 238.00 15' 8"8" 14' 10 " INLET- STILLING BASIN- ELEVATION L3.06 1 VA R I E S BOTTOM OF FACE WALL FINISHED GRADE OVERLOOK SECTION L3.06 2 CONCRETE OVERLOOK L3.01 1 BLOCK WALLL3.01 9 POND SIDE SLOPE FINISHED GRADE BENCH L3.01 6 CONNECTION L3.06 3 SEE CIVIL PLANS FOR WALL LOCATIONS, DETAILS & ELEVATIONS SPECIFIED BACKFILL PLANTING MIX PLANTED AREA VARIES SEE PLANTING PLAN CHAINLINK FENCE EMBED POST IN 8" DIA PVC SLEEVE OR SONO TUBE 32" MIN, 48" MAX OR SPECIFIED BY ENGINEER L3.03 7 FINISHED GRADE PLANTED AREA VARIES GEOTEXTILE FABRIC AS SPECIFIED COMPACTED SUBGRADE BLOCK WALL / SPLIT RAIL FENCE L3.06 POND COMMUNITY AMMENITIES CONSTRUCTION DETAILS N: \ p r o j \ 3 9 5 - 1 0 3 \ 0 9 D r a w i n g s \ 0 7 L a n d s c a p e \ S h e e t s \ P D M O D 2 0 2 2 \ P h 2 \ 3 9 5 1 0 3 . ( L 3 ) P O N D - D E T A I L S - P H 2 . d w g - S H E E T : L 3 . 0 6 J a n 1 3 , 2 0 2 2 - 4 : 1 7 p m m i c h e l l e . h u n d l e y TC TI E11/08/02 HCSDCRAEPA AL N EREREGIS OREGON T 513 D REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KMK CONSTRUCTION 395-103 01/14/20221ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 2 L3.07 POND COMMUNITY AMENITIES IRRIGATION SPECIFICATIONS N: \ p r o j \ 3 9 5 - 1 0 3 \ 0 9 D r a w i n g s \ 0 7 L a n d s c a p e \ S h e e t s \ P D M O D 2 0 2 2 \ P h 2 \ 3 9 5 1 0 3 . ( L 3 ) P O N D - I R R G A T I O N S P E C - P H 2 . d w g - S H E E T : L 3 . 0 6 J a n 1 3 , 2 0 2 2 - 4 : 1 7 p m m i c h e l l e . h u n d l e y TC TI E11/08/02 HCSDCRAEPA AL N EREREGIS OREGON T 513 D REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KMK CONSTRUCTION 395-103 01/14/20221ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 2 GENERAL NOTES: IRRIGATION PLAN CONTRACTOR SHALL PLACE A COLOR CODED ZONE MAP OF THE IRRIGATION SYSTEM INSIDE OF IRRIGATION CONTROLLER. CONTRACTOR SHALL PROVIDE A REPRODUCIBLE AS-BUILT IRRIGATION PLAN. PLAN SHALL BE PREPARED, UPON FINAL ACCEPTANCE OF IRRIGATION INSTALLATION, ON A REPRODUCIBLE SITE PLAN (PROVIDED TO CONTRACTOR BY LANDSCAPE ARCHITECT). AS-BUILT PLAN SHALL BE SUBMITTED TO LANDSCAPE ARCHITECT FOR REVIEW AND APPROVAL. CONTRACTOR SHALL OBTAIN WRITTEN APPROVAL FOR ALL PRODUCT SUBSTITUTIONS BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. PRODUCTS, MANUFACTURERS, AND MODELS NOT IN COMPLIANCE WITH THE SPECIFICATIONS MAY BE REJECTED BY THE LANDSCAPE ARCHITECT WITHOUT PRIOR WRITTEN APPROVAL. AT NO COST TO THE OWNER THESE ITEMS MAY BE REQUIRED TO BE REPLACED WITH PRODUCTS THAT ARE IN COMPLIANCE WITH THE MANUFACTURERS AND MODELS WITHIN THE SPECIFICATIONS. THE CONTRACTOR IS TO PROVIDE A WORKING DRAWING SUBMITTAL FOR REVIEW AND APPROVAL TO THE CITY OF TIGARD BEFORE BEGINNING ANY CONSTRUCTION. THE IRRIGATION SYSTEM INDICATED IS TO COMPLY WITH PERFORMANCE REQUIREMENTS AND DESIGN CRITERIA AS SPECIFIED HERE-IN. THE IRRIGATION SHOP DRAWING IS TO BE DRAWN TO SCALE, ON WHICH COMPONENTS ARE SHOWN AND COORDINATED WITH EACH OTHER. SHOW SCHEMATIC CIRCUIT DIAGRAMS, OR OTHER DRAWINGS AS NECESSARY OR REQUESTED FOR THE CITY REVIEW AND APPROVAL. NOTE: IRRIGATION SYSTEMS RIVER TERRACE - CITY OF TIGARD PART 1 GENERAL 1.1 SUMMARY A.IRRIGATION SYSTEM TO BE INSTALLED BY A LICENSED AND BONDED IRRIGATION OR LANDSCAPE CONTRACTING FIRM. B.THE FIRM HAS BEEN OREGON LANDSCAPE CONTRACTOR ASSOCIATION (OLCA) CERTIFIED WITH A CERTIFIED LANDSCAPE TECHNICIAN IN IRRIGATION INSTALLATION AND HAS AT LEAST FOUR YEARS' EXPERIENCE IN IRRIGATION SYSTEM INSTALLATION. C.THE IRRIGATION SYSTEM SHALL BE A COMPLETE AND OPERABLE LANDSCAPE IRRIGATION SYSTEM, CONSTRUCTED TO GRADES, AND COMPLY IN ALL RESPECTS WITH THESE SPECIFICATIONS AND THE SITE LANDSCAPE PLAN. D.CONTRACTOR SHALL CONFIRM THE STATIC WATER PRESSURE AS PER DESIGN. IF THE STATIC WATER PRESSURE IS NOT WITHIN FIVE (5) PSI OF THE DESIGN SPECIFIED PRESSURE THE IRRIGATION CONTRACTOR WILL COMMUNICATE THIS READING TO THE GENERAL CONTRACTOR, THE IRRIGATION DESIGNER AND CITY OF TIGARD. E.IRRIGATION CONTRACTOR TO INSTALL CONTROLLER AS PER MANUFACTURER'S INSTRUCTIONS AND AS NOTED ON DRAWINGS. ELECTRICAL POWER (120V) FROM AN APPROVED SOURCE TO THE CONTROLLER LOCATION(S) SHALL BE PROVIDED BY THE GENERAL CONTRACTOR. F.SLEEVING - INSTALL SLEEVING PRIOR TO PAVING. COORDINATE SLEEVE INSTALLATION WITH GENERAL CONTRACTOR. G.ALL WORK SPECIFIED AND DETAILED WILL CONFORM TO THE “UNIFORM PLUMBING CODE” AND THE “NATIONAL ELECTRIC CODE” AS MODIFIED BY THE STATE OF OREGON UNLESS MORE STRINGENT REQUIREMENTS ARE SPECIFIED. H.THE CONTRACTOR WILL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY ELECTRICAL AND PLUMBING PERMITS AND INCLUDES THOSE COSTS INTO THE PRICE BID. 1.1 SYSTEM DESCRIPTION A.ELECTRIC SOLENOID CONTROLLED UNDERGROUND IRRIGATION SYSTEM. B.SOURCE POWER: 120 VOLT, SINGLE PHASE. C.CENTRAL CONTROL: HUNTER IMMS 1.2 WORK DETAILED A.FURNISH LABOR, EQUIPMENT, AND MATERIAL FOR A COMPLETE AND OPERATIONAL IRRIGATION SYSTEM INSTALLATION. B.CONTRACTOR SHALL CONFIRM THE STATIC WATER PRESSURE AS PER DESIGN. C.PROTECT EXISTING EQUIPMENT, BUILDINGS, UTILITIES, SIDEWALKS, TREES, MONUMENTS, MARKERS, ADJACENT PROPERTY, AND WORK BY OTHERS. D.REPAIR ANY EXISTING ITEMS, NOT PART OF ANY DEMOLITION DETAIL, DAMAGED DURING CONSTRUCTION TO THE APPROVAL AND AT NO COST TO THE CITY OF TIGARD. E.SITE RESTORATION WILL BE COMPLETED BY THE CONTRACTOR WITH MULCHING OR SEEDING OF TRENCHES WITH A CERTIFIED BLUE TAG ALLIANCE PERENNIAL RYEGRASS BLEND OR CURRENT TURF GRASS BLEND REQUIRED BY CITY OF TIGARD. 1.3 CENTRAL CONTROL A.DUE TO THE CITY OF TIGARD'S GOAL OF WATER CONSERVATION, ALL IRRIGATION SYSTEMS WILL HAVE HUNTER IMMS CENTRAL CONTROL COMPONENTS INSTALLED. THESE COMPONENTS WILL NOT ONLY INCLUDE FLOW SENSOR, MASTER VALVE, GROUNDING AND SURGE EQUIPMENT, ACC CONTROLLER FOR HUNTER'S IMMS CENTRAL CONTROL SYSTEM. 1.4 EXISTING UTILITIES A.THE CONTRACTOR WILL, AT THEIR EXPENSE, HAVE ALL EXISTING UTILITIES LOCATED AT JOB SITES. CALL UTILITIES NOTIFICATION CENTER. B.THE CONTRACTOR WILL PROTECT ANY UTILITIES THAT REMAIN IN PLACE. ANY LOCATED UTILITIES DAMAGED DURING CONSTRUCTION WILL BE REPAIRED AT THE COST OF THE CONTRACTOR. C.IF UTILITIES NOT LOCATED ARE DAMAGED DURING CONSTRUCTION, THE CONTRACTOR WILL COOPERATE WITH UTILITY COMPANY DURING THE UTILITY COMPANY REPAIRS. 1.5 EXTRA MATERIAL A.THE CONTRACTOR WILL PROVIDE THE CITY OF TIGARD (AT NO EXTRA COST) WITH TWO CONTROLLER KEYS, TWO QUICK COUPLER KEYS WITH HOSE SWIVELS, TWO ADJUSTMENT / REMOVAL TOOLS FOR EACH DIFFERENT TYPE OF SPRINKLER HEAD AND TWO GATE VALVE KEYS. PART 2 PRODUCTS 2.1 GENERAL A.ALL PRODUCTS WILL BE NEW AND OF TYPES AND MODELS AS SPECIFIED HEREIN. B.ALL PRODUCTS WILL BE OBTAINED FROM IN STATE, LOCAL SUPPLIERS. 2.2 PIPE A.PLASTIC PIPE FOR MAIN LINE 4" AND SMALLER WILL BE PVC (POLYVINYL CHLORIDE) SCHEDULE 40, BELL END, CONTINUOUSLY BEARING THE SEAL OF THE NATIONAL SANITATION FOUNDATION AND COMPLYING WITH THE REQUIREMENTS OF ASTM D -1785. MAINLINE 6" AND LARGER WILL BE PVC (POLYVINYL CHLORIDE) CLASS 200, SDR 21, BELL END, CONTINUOUSLY BEARING THE SEAL OF THE NATIONAL SANITATION FOUNDATION AND COMPLYING WITH THE REQUIREMENTS OF ASTM D -1784, D-2241. B.DEPTH OF MAINLINES WILL BE 18" MIN. TO 24" MAX. (TOP OF PIPE). C.PLASTIC PIPE FOR LATERAL LINES WILL BE PVC (POLYVINYL CHLORIDE) CLASS 200, SDR 21, BELL END, CONTINUOUSLY BEARING THE SEAL OF THE NATIONAL SANITATION FOUNDATION AND COMPLYING WITH THE REQUIREMENTS OF ASTM D -1784, D-2241. D.DEPTH OF LATERAL LINES WILL BE 12" MIN. TO 18" MAX. LATERAL LINES SHOULD BE INSTALLED TO CONFORM TO THE DEPTH OF THE HEAD BEING INSTALLED. E.IN ALL PIPE INSTALLATIONS, THE MANUFACTURE'S PRINTED SEAL WILL BE VISIBLE. F.IN ALL CASES, INSTALLATION OF TWO OR MORE PIPES IN THE SAME TRENCH IS NOT PERMITTED. G.PLASTIC PIPE FOR SLEEVES UNDER PAVED AREAS, WILL BE PVC (POLYVINYL CHLORIDE) SCHEDULE 40, BELL END, CONTINUOUSLY BEARING THE SEAL OF THE NATIONAL SANITATION FOUNDATION AND COMPLYING WITH THE REQUIREMENTS OF ASTM, D -1785. SLEEVES WILL BE A MINIMUM OF 4” IN DIAMETER OR TWICE THE DIAMETER OF THE MAINLINE OR LATERAL LINE, WHICHEVER IS LARGER AND EXTEND A MINIMUM OF 24” BEYOND EDGE OF PAVEMENT OR GRAVEL SHOULDER. H.PLASTIC NIPPLES WILL BE PVC (POLYVINYL CHLORIDE) SCHEDULE 80, N.S.F. APPROVED PIPE, TBE AND TOE, COMPLYING WITH THE REQUIREMENTS OF ASTM D-1785. I.METAL PIPE WILL BE COPPER TUBE TYPE K. J.METAL NIPPLES WILL BE BRASS. K.NOTE: NO GALVANIZED PIPE WILL BE ALLOWED UNDERGROUND. L.SWING JOINTS WILL BE LASCO OR HUNTER HIS SWING JOINT OR SJ SWING JOINT FOR SMALLER HEADS 1 1/2”, 1” & ¾”. 2.3 FITTINGS A.PLASTIC FITTINGS WILL BE SOLVENT WELD PVC (POLYVINYL CHLORIDE) SCHEDULE 40, TYPE 1, I.P.S., N.S.F. APPROVED MEETING REQUIREMENTS OF ASTM D- 2466. B.METAL FITTINGS WILL BE 125-PSI BRONZE. C.NOTE: NO GALVANIZED FITTINGS WILL BE ALLOWED UNDERGROUND. 2.4 CEMENT AND PRIMER A.PVC SOLVENT CEMENT WILL BE USED ON ALL SOLVENT WELD FITTINGS. WELD-ON 711 OR APPROVED CEMENT EQUAL MEETING N.S.F. WITH APPROVAL FOR TYPE I AND II PVC THROUGH 6 INCH AND MEETING REQUIREMENTS OF ASTM D- 2564. B.PVC SOLVENT PRIMER WILL BE USED ON ALL SOLVENT WELD FITTINGS. WELD-ON P-70 OR APPROVED PRIMER EQUAL MEETING THE REQUIREMENTS OF ASTM F-656, WITH PURPLE COLOR. 2.5 THREAD SEALANT A.ALL PVC THREADS WILL BE SEALED WITH A TEFLON SEALANT. B.ON MAIN LINE THREADS (UNDER CONTINUOUS PRESSURE) RECTORSEAL T+2 OR APPROVED EQUAL FOR PVC. C.ON LATERAL LINES (AT HEADS) ALL THREADS WILL BE SEALED WITH THREE WRAPS OF TEFLON TAPE, MEETING REQUIREMENTS OF MIL-T-27730A. D.ONLY TEFLON TAPE WILL BE USED AT PLASTIC VALVES AND HEADS PER MANUFACTURER'S SPECIFICATIONS. 2.6 BACKFLOW PREVENTOR A.CONBRACO SERIES 40-100 TOP ENTRY DOUBLE-CHECK VALVE ASSEMBLY ARE SPECIFIED ON ALL IRRIGATION PROJECTS UNLESS THE WATER PURVEYOR REQUIRES A HIGHER LEVEL OF PROTECTION. B.INSTALL PVC OR BRASS UNIONS OR CAST IRON FLANGES ON BOTH SIDES OF THE DEVICE TO MATCH PIPE SIZE. C.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN PERMITS AND ALLOW INSPECTION BY THE WATER PURVEYOR AND THE PLUMBING INSPECTOR. D.THE CONTRACTOR WILL, AT THEIR COST, HAVE THE INITIAL BACKFLOW ASSEMBLY TEST REPORT PERFORMED BY A STATE CERTIFIED TESTER IMMEDIATELY AFTER INSTALLATION. COPIES OF THE TEST REPORT WILL THEN BE IMMEDIATELY SUBMITTED TO THE CITY OF TIGARD MAINTENANCE DEPARTMENT AND TO THE CITY OF TIGARD'S BACKFLOW PROGRAM. E.IF THE DEVICE FAILS ITS INITIAL TEST, THE CONTRACTOR WILL HAVE THE DEVICE REPAIRED AND RETESTED AT THE CONTRACTOR'S EXPENSE. F.VALVE BOX SIZES FOR DOUBLE-CHECK VALVE ASSEMBLIES: 1.3/4" & 1"- HIGHLINE (ARMOR) OR RAIN BIRD, OR EQUAL, JUMBO BOX WITH EXTENSIONS TO MEET GRADE. 2.1.25", 1.5" & 2"- BROOKS, OR EQUAL, GREEN PLASTIC 1730VB-18. A 1730 E8 EXTENSION WILL BE USED IF NEEDED TO SET TO GRADE. 3.2.5" OR 3"- UTILITY VAULT #664L WITH COVER #64-3660 (HINGED AND SPRING ASSISTED DOUBLE DIAMOND PLATE). G.DEPTH OF DEVICES: ON 3/4" TO 2" SIZES THE DEPTH OF THE DEVICES WILL BE 24". THE FINAL DETERMINATION WILL BE WITH THE CITY OF TIGARD AND/OR THE JURISDICTIONAL AUTHORITY. 2.7 VALVES A.ISOLATION VALVES: 1.2" AND SMALLER WILL BE HEAVY DUTY BRASS GATE VALVES. 125-PSI MIN. WITH STANDARD SEAT, THREADED PORTS AND A CROSS HANDLE ON THE STEM. 2.3" AND LARGER VALVES WILL BE 125 PSI MIN. CAST IRON, FLANGED AND HAVE SQUARE TOP NUT ON THE STEM. B.VALVE BOXES: 1.A HIGHLINE (ARMOR) OR RAIN BIRD, OR EQUAL, 12" STANDARD BOX WITH EXTENSIONS IS TO BE INSTALLED ON 3" AND SMALLER VALVES. 2.A HIGHLINE (ARMOR) OR RAIN BIRD, OR EQUAL, JUMBO BOX WITH EXTENSIONS IS TO BE INSTALLED ON 4" AND LARGER VALVES. C.MANUAL DRAINS WILL BE INSTALLED ON THE LOW POINTS OF THE MAINLINE WITH TWO (2) CUBIC FEET OF 3/4" DRAIN ROCK. CHAMPION 3/4" BRASS ANGLE VALVE WITH RISING SWIVEL (200RS-075) WILL BE USED. A 3/4" X 4" PVC NIPPLE WILL BE INSTALLED INTO THE DRAIN ROCK FROM THE BOTTOM OF THE VALVE. A HIGHLINE (ARMOR) OR RAIN BIRD, OR EQUAL, 10" ROUND BOX WILL BE USED OVER THIS VALVE. D.AUTOMATIC CONTROL VALVES WILL BE HUNTER ICV VALVES WITH FILTER SENTRY. A ACCU SYNC ADJUSTABLE PRESSURE REGULATOR WILL BE INSTALLED WHERE PRESSURE REGULATION IS REQUIRED. INSTALL WITH A HEAVY DUTY BRASS GATE VALVE. A HIGHLINE (ARMOR) OR RAIN BIRD 12" STANDARD BOX OR APPROVED EQUAL WILL BE INSTALLED ON 1” AUTOMATIC VALVES. A HIGHLINE (ARMOR) OR RAIN BIRD JUMBO BOX OR APPROVED EQUAL WILL BE INSTALLED ON 1½”, 2” AND 3” AUTOMATIC VALVES. E.QUICK COUPLER VALVES WILL BE HUNTER HQ3 OR 5, INSTALLED IN A HIGHLINE (ARMOR) OR RAIN BIRD, OR EQUAL, 10" ROUND BOX WITH ONE (1) CUBIC FOOT OF 3/4" DRAIN ROCK. QUICK COUPLERS WILL BE INSTALLED WITH PVC SWING JOINT FITTINGS AND NIPPLES OF THE SAME SIZE AS THE THREADING OF THE QUICK COUPLER. QUICK COUPLERS WILL BE SECURED TO A 1” OR 1½” ALUMINUM ANGLE IRON 30” LONG WITH #32 OR #36 STAINLESS STEEL CLAMPS. F.FLOW SENSOR WILL BE A HUNTER MODEL FCT PVC SIZED AS NEEDED AND APPROVED. SENSOR SIZE IS DETERMINED BY MINIMUM FLOWS AND SHOULD BE DETERMINED BY FLOW SENSOR SIZING CHART. A HIGHLINE (ARMOR) OR RAIN BIRD 12" STANDARD VALVE BOX WILL BE INSTALLED ON FLOW SENSOR. G.MASTER VALVE FOR FOUR (4) INCH AND LARGER MAINLINE SHALL BE A 24V AC CLASS 125 FLANGED, WITH SPEED CONTROL ALLOWING FOR MAINLINE SHUTOFF AND WATER USE RECORDING. INSTALL PVC UNIONS WITH CLOSE NIPPLES ON BOTH SIDES OF VALVES, MATCHING VALVE SIZE. A HIGHLINE (ARMOR) OR RAIN BIRD VALVE BOX WILL BE INSTALLED OVER MASTER VALVE. H.MASTER VALVE SHALL BE A RAIN BIRD, 24V AC INSTALLED FOR A NORMALLY CLOSED MASTER VALVE. INSTALL PVC UNIONS WITH CLOSE NIPPLES ON BOTH SIDES OF VALVES, MATCHING VALVE SIZE. A HIGHLINE (ARMOR) OR RAIN BIRD, OR EQUAL, STANDARD BOX WILL BE INSTALLED OVER RAIN BIRD MASTER VALVES. I.WHEN A NORMALLY OPEN MASTER VALVE IS REQUIRED, A BERMAD 410 24V AC VALVE SHALL BE USED. INSTALL PVC UNIONS WITH CLOSE NIPPLES ON BOTH SIDES OF VALVES, MATCHING VALVE SIZE. A HIGHLINE (ARMOR) OR RAIN BIRD JUMBO BOX WILL BE INSTALLED OVER LARGER MASTER VALVES. J.PRESSURE REGULATOR (AS NEEDED) SHALL BE WILKENS, WATTS, OR CONBRACO TOP ENTRY WITH DOUBLE UNIONS, AS APPROVED. 2.8 VALVE BOXES A.ALL VALVES, WIRE SPLICES AND GROUND RODS WILL HAVE VALVE BOXES WITH COVERS INSTALLED OVER THEM. B.ALL VALVE BOXES WILL BE FROM: 1.HIGHLINE PRODUCTS, 131 HARTWELL AVE., LEXINGTON, MA 02421 USA OR C.RAIN BIRD, OR EQUAL, CORPORATION 970 WEST SIERRA MADRE AVE. AZUSA, CA 91702. THE VALVES WILL HAVE COMPLETE ACCESS FOR MAINTENANCE. D.THE BOTTOM OF THE BOX WILL BE BELOW THE BOTTOM OF THE VALVE TO PREVENT SOIL FROM COVERING VALVE BODY. E.WOOD, BRICK OR BLOCK CRIBBING WILL NOT BE ALLOWED. F.ALL VALVE BOXES WILL HAVE A BASE OF 3/4" DRAIN ROCK. EACH SIZE OF BOX WILL HAVE A CORRESPONDING AMOUNT OF ROCK. 10" ROUND BOX: ONE (1) CUBIC FOOT 12" STANDARD BOX:TWO (2) CUBIC FEET JUMBO BOX:THREE (3) CUBIC FEET BROOKS 1730:FOUR (4) CUBIC FEET G.PROTECT ROCK FROM CONTAMINATION WITH FILTER FABRIC. H.INSTALL BOX WITH A 2" SPACE OVER THE PIPE. I.ALL BOXES IN TURF AREAS WILL BE INSTALLED FLUSH TO GRADE, AND USE EXTENSIONS IF NEEDED. J.ALL BOXES IN SHRUB AREAS WILL BE INSTALLED 2" ABOVE GRADE AND USE EXTENSIONS IF NEEDED, TO ACCOMMODATE THE APPLICATION OF BARK MULCH. 2.9 SPRINKLER HEADS A.ALL SPRINKLER HEADS WILL BE AS MANUFACTURED BY HUNTER AS INDICATED ON DRAWINGS. SEE SCHEDULE ON DRAWINGS FOR PROPER NOZZLE SIZES. WHERE THERE IS A 1% GRADE SLOPE OR GREATER ALL HEADS WILL HAVE A SEAL-A MATIC (SAM) CHECK DEVICE INSTALLED TO PREVENT LOW HEAD DRAINAGE. LOCATE HEADS NO CLOSER THAN THREE INCHES (3") FROM ANY ADJACENT WALK, DRIVE OR ROAD (PAVED OR GRAVEL). B.LARGE PARK AREAS WILL USE HUNTER I-20 OR I-25 ROTORS WITH STAINLESS STEEL RISER, USING THE FEWEST HEADS POSSIBLE WITH THE HIGHEST DISTRIBUTION OF UNIFORMITY POSSIBLE. C.ALL HUNTER ROTOR HEADS WILL HAVE SWING JOINTS OF THE SAME THREAD SIZE INSTALLED. SCH 40 LASCO OR HUNTER PRE-ASSEMBLED SWING JOINTS WILL BE USED. THE ANGLE OF THESE SWING JOINTS WILL BE 15 TO 30 DEGREES ABOVE HORIZONTAL, NOT STRAIGHT UP. NO MARLEX ELBOWS WILL BE ALLOWED. THE SWING JOINTS SHALL BE LEAK RESISTANT, HAND TIGHT WITH FREEDOM OF MOVEMENT AT RISERS TO HEADS. D.SMALL TURF AND SHRUB BED AREAS WILL USE HUNTER PRO SPRAY PRS 40 SERIES BODIES WITH HUNTER MP ROTATOR NOZZLES. 6-INCH POP-UP HEADS WILL BE INSTALLED IN TURF AREAS AND GROUND COVER (MATURING TO 6” HIGH MAXIMUM). 12-INCH POP-UP HEADS WILL BE INSTALLED IN SHRUB BEDS. E.ALL HUNTER PRO SPRAY BODIES WILL BE INSTALLED WITH MARLEX ELBOWS, HUNTER FLEX SG 100 TUBING, AND LASCO BLUE TWISTER SPIRAL BARB ELBOWS. ALL TUBING LENGTH SHALL NOT EXCEED 12-INCHES. PIPE SHALL BE FLEXIBLE BLACK TUBING OF LOW-DENSITY POLYETHYLENE MATERIAL. F.ALL HEADS IN SHRUB BEDS WILL BE INSTALLED 2" ABOVE GRADE TO ACCOMMODATE THE APPLICATION OF BARK MULCH. G.ALL HEADS IN TURF AREAS WILL BE INSTALLED TO GRADE PER MANUFACTURE'S SPECIFICATIONS. 2.10 CONTROLLERS A.DUE TO THE INSTALLATION OF CENTRAL CONTROL COMPONENTS, ALL CONTROLLERS WILL BE HUNTER IMMS CENTRAL CONTROL SYSTEM TO INCLUDE, ACC2 CONTROLLER IN STAINLESS STEEL PEDESTAL, WITH ACC2, CELLULAR MODULE; A2C-75D-SS + PED-SS. THE CONTROLLER WILL HAVE A SWITCHED POWER DISCONNECT IN THE ENCLOSURE. THE UNITS WILL BE INSTALLED PER MANUFACTURE'S SPECIFICATIONS. B.GROUNDING: 5/8" DIA. X 8' LONG COPPER OR COPPER CLAD RODS WILL BE INSTALLED. TOP TO BE 8" BELOW FINISH GRADE. INSTALL A HIGHLINE (ARMOR) OR RAIN BIRD 10" ROUND BOX AROUND GROUND ROD FOR LATER ACCESS. INSTALL A #10 BARE COPPER WIRE, ATTACHED WITH BRASS CLAMP TO ROD, IS THEN ATTACHED TO THE EARTH GROUND WIRE TO CONTROLLER GROUND BUSS BAR. THE CONTRACTOR WILL HAVE THE HUNTER DISTRIBUTOR VERIFY THE GROUND ROD WITH THE MEGGER RESISTANCE TEST AND SHOW 5 OHMS OR LESS. C.IF A SUITABLE BUILDING IS AVAILABLE, A WALL MOUNT UNIT IS ALLOWED, WITH AN NEMA 3R RATING. THE UNIT WILL BE INSTALLED IN A WALL MOUNT STRONG BOX ENCLOSURE. IF THE SITE HAS NO BUILDINGS, THAN A PEDESTAL ENCLOSURE WILL BE INSTALLED, WITH AN NEMA 3R RATING. THE CONTROLLER WILL BE INSTALLED IN SPECIFIED STRONG BOX ENCLOSURE. INSTALLATION OF CONCRETE PAD SHALL FOLLOW MANUFACTURER'S SPECIFICATIONS. ENCLOSURE WILL BE MANUFACTURED BY V.I.T. PRODUCTS, INC. 2063 WINERIDGE PLACE ESCONDIDO, CA 92029-1931 D.ELECTRICAL CONDUIT, SCH 40 PVC, NEMA TC-2, WILL BE INSTALLED INTO WALL MOUNT OR PEDESTAL MOUNT ENCLOSURES. 2.11 ELECTRICAL A.ALL WIRING SHALL FOLLOW THE “NATIONAL ELECTRIC CODE” AS MODIFIED BY THE STATE OF OREGON UNLESS MORE STRINGENT REQUIREMENTS ARE SPECIFIED. B.ALL PRIMARY POWER CONNECTIONS AND DISCONNECTS SHALL BE PERFORMED BY A STATE-CERTIFIED ELECTRICIAN AT THE CONTRACTORS' EXPENSE AND INSPECTED BY THE PROPER JURISDICTIONAL AUTHORITY. C.ALL AUTOMATIC REMOTE CONTROL VALVES, INCLUDING MASTER VALVES, SHALL BE WIRED WITH SINGLE STRAND COPPER, UL APPROVED FOR DIRECT BURIAL, AWG (UL) TYPE UF, 600 V, SIZED PER MANUFACTURER'S RECOMMENDATIONS -14 GAUGE MINIMUM. D.ALL VALVE WIRE CONNECTIONS SHALL BE 3M DBY / DBR. E.ALL VALVE WIRES SHALL BE COLORED, WITH THE COMMON WIRE BEING WHITE. F.INSTALL A SEPARATE COMMON FOR EACH CONTROLLER. G.IN EVERY WIRE RUN, A SPARE WIRE (BLACK) WILL BE INSTALLED UP INTO EACH VALVE BOX ALONG THAT RUN. H.AT EACH VALVE, A THREE (3) FOOT LENGTH OF WIRE SHALL BE PROVIDED NEATLY COILED. I.AN EXPANSION CURL OF 12" MIN. SHALL BE INSTALLED AT EACH BEND OF THE WIRE RUN, AT EACH REMOTE CONTROL VALVE AND BEFORE A SWEEP INTO CONDUIT FOR THE CONTROLLER. J.ALL 6 PAIR PE-89 CONNECTIONS FOR THE FLOW SENSOR WILL BE MADE WITH A RANGER SERVISEAL CLOSURE. 1.PE-89 CABLE WILL HAVE NO SPLICES IN THE FIELD. CONNECTIONS WILL BE ONLY AT THE CONTROLLER(S) AND AT THE FLOW SENSOR. K.IF A WALL MOUNT ENCLOSURE IS USED, A BUNDLE OF 18 AWG UL MULTI-STRAND IRRIGATION WIRE MAY BE USED FROM A TERMINAL STRIP INSTALLED IN THE ENCLOSURE TO A “HOME RUN” BOX AT THE BASE OF THE WALL. THE BOX SHALL BE A HIGHLINE (ARMOR) OR RAIN BIRD OR APPROVED EQUAL STANDARD VALVE BOX. L.THE WIRE RUN SHALL BE INSTALLED ALONG THE SIDE OF THE MAINLINE AT THE BOTTOM OF THE TRENCH, WITH A GAP OF SIX (6) INCHES BETWEEN PIPE AND WIRE. THE WIRE BUNDLE SHALL BE TAPED TOGETHER AT TEN (10) FOOT SPACES. M.ALL VALVE FIELD WIRE SPLICES MADE WILL BE INSTALLED IN VALVE BOXES, WITH NO SPLICES BETWEEN VALVE BOXES AND VALVE BOXES AND CONTROLLERS. 2.12 CONCRETE THRUST BLOCKS A.INSTALL CONCRETE THRUST BLOCKS WHERE THE MAINLINE CHANGES DIRECTION AT ELLS AND TEES AND WHERE THE IRRIGATION MAIN ENDS. B.INSTALL THRUST BLOCKS ON ALL MAINLINE 2 1/2" AND LARGER. POUR THRUST BLOCKS AGAINST PIPE AND FIRM UNDISTURBED SOIL WITH AT LEAST ONE CUBIC FOOT OF CONCRETE. C.THRUST BLOCKS MUST CURE FOR FIVE (5) DAYS BEFORE MAINLINE PRESSURE TEST. PART 3 EXECUTION 3.1 CLEANUP A.REMOVE ALL DEBRIS, BOXES, WRAPPINGS, EXCESS MATERIAL AND EQUIPMENT BEFORE FINAL WALK THROUGH AND LEAVE AREA IN A CLEAN AND NEAT CONDITION AS GOOD OR BETTER THAN BEFORE CONSTRUCTION. B.THE CONTRACTOR WILL COMPLETE SITE RESTORATION, INCLUDING REESTABLISHMENT OF TRENCHES AND ALL DISTURBED AREAS, WITH A BLUE TAG ALLIANCE PERENNIAL RYEGRASS BLEND. IF THE SEASON OF THE YEAR DOES NOT PERMIT VIABLE SEED ESTABLISHMENT, THEN RESTORATION WILL BE COMPLETED WITH SOD AS APPROVED. C.CLEAN UP AND RESTORATION WILL BE DONE AT CONTRACTOR'S EXPENSE. EMERGENCY SPILLWAY ELEV = 241.0 TOP OF BERM ELEV = 242.0 DCO DCO SW R O Y R O G E R S R O A D SW PERTH ROAD 2% TW FG'1.5 232.0 233.5 TW FG'1.5 232.0 233.5 TW FG'0 234.5 234.5 TW FG'2.5 232.0 234.5 TW FG'0 234.5 234.5 TW FG'2.0 239.5 241.5 TW FG'0.8 240.7 241.5 TW FG'1.0 240.5 241.5 TW FG'0 241.5 241.5 TWFG'1.5 240.0241.5 TW FG'0.5 241.0 241.5 261.17 FG 261.11 TS 260.47 TS 259.83 TS 259.19 TS 258.55 TS 257.91 TS 257.27 TS 256.69 BS TW FG'4.0 232.0 236.0 255.40 SW 255.60 SW 255.50 SW 255.60 SW TW FG'0 255.3 256.0 255.80 SW/FG 255.80 SW/FG TW FG'0.7 255.3 256.0 TW FG'2.0 254.0 256.0 255.80 SW/FG 242.80 FG 242.60 FG 242.50 2% 2% 257.33 BS 257.97 BS 258.49 BS 259.25 BS 259.89 BS 260.53 BS TW FG'4.0 232.0 236.0 C1 POND COMMUNITY AMMENITIES GRADING PLAN 1 POND COMMUNITY AMENITIES - GRADING PLAN LEGEND EXISTING 1 FOOT CONTOURS PROPOSED 1 FOOT CONTOURS PROPOSED 5 FOOT CONTOURS 163 EXISTING 5 FOOT CONTOURS165 163 165 TC = TOP OF CURB TS = TOP OF STAIR BS = BOTTOM OF STAIR AD = AREA DRAIN TW = TOP OF WALL BW = BOTTOM OF WALL XXX.XX = PROPOSED GRADE (XXX.XX) = EXISTING GRADE 1 INCH = 20 FEET 20 10 20 SCALE 0 SW R O Y R O G E R S R D . ( C . R . N O . 3 1 5 0 ) SW R I V E R T E R R A C E B L V D SW PERTH ROAD SW 1 6 5 T H A V E N U E KEY MAP 1 N: \ p r o j \ 3 9 5 - 1 0 3 \ 0 9 D r a w i n g s \ 0 7 L a n d s c a p e \ S h e e t s \ P D M O D 2 0 2 2 \ P h 2 \ 3 9 5 1 0 3 . ( C 1 ) P O N D - G R A D I N G - P H 2 . d w g - S H E E T : C 1 J a n 1 3 , 2 0 2 2 - 4 : 1 8 p m m i c h e l l e . h u n d l e y REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KCS CONSTRUCTION 395-103 05/19/20211ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 2 EXPIRES: JUNE 30, 2020