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Polygon at West River Terrace242526 27 21 22 23 TR A C T F TR A C T R 13 0 13 1 13 2 13 3 13 4 13 5 13 6 SW S A B R I N A A V E N U E SW 1 7 2 N D A V E N U E SW 1 7 1 S T A V E N U E SW 1 7 4 T H L O O P SW 1 7 5 T H A V E N U E SW R O Y R O G E R S R O A D ( C . R . N O . 3 1 5 0 ) SW UMBER SPRINGS LANE SW JEAN LOUISE ROAD 129 137 4 5 6 7 8 1 9 2 3 49 4248 41 47 40 46 39 45 3852 44 51 43 50 TRACT A 2 028 128127126125124120123122121 49 4248 41 47 40 46 39 45 3852 44 51 43 50 TR A C T I 60 53 616263 116 120118114115117 99 112 818079 123122121119 89 88 96 87 94 93 92 91 90 95 110 102 109 101 108 100 107 106105 104 111 103 77 TRACT L 76 75 85 74 84 73 83 TRACT K 78 82 86 60 53 61626364 9897 113 TRACT S TRACT Q TRACT PTRACT OTRACT N TRACT T TRACT B TRACT M SW 174TH LOOP SW 1 7 5 T H CO U R T 65 67 66 71 70 69 68 72 54 56 57 58 59 55 TR A C T J 36 34 TRACT G 33 32 31 TRACT H 30 37 29 35 TR A C T C TRACT E 14 13 TRACT W 12 18 11 17 10 16 TRACT D 15 19 TRACT V 1 COVER SHEET SCALE 1 INCH = 100 FEET 100 50 1000 Construction Documents N: \ p r o j \ 3 9 5 - 0 2 9 \ 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 \ 3 9 5 0 2 9 . ( 1 ) C O V E R . d w g - S H E E T : 1 Oc t . 1 7 , 1 6 - 10 : 3 8 A M Bo b 10/17/2016 ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design Polygon at West River Terrace 1ST SUBMITTAL DATE REVISIONS DATE DESCRIPTION EXPIRES: JUNE 30, 2018 10/17/2016 TL 2900, 3000, 3200 TOWNSHIP 2 SOUTH, RANGE 1 WEST, SEC. 8 W.M. CITY OF TIGARD WASHINGTON COUNTY, OREGON POLYGON AT WEST RIVER TERRACE CONSTRUCTION PLANS SHEET INDEX CONT.: CR1 CURB RETURN DETAILS DTL1 STREET DETAILS DTL2 STREET DETAILS (2) DTL3 SEWER DETAILS DTL4 SEWER DETAILS (2) DTL5 SEWER DETAILS (3) DTL6 SEWER DETAILS (4) DTL7 WATER DETAILS DTL8 TREATMENT VAULT DETAILS DTL9 WATER DETAILS SS1 SIGNAGE AND STRIPING PLAN SS2 SIGNAGE AND STRIPING DETAILS L1.01 TREE CANOPY - PLANTING PLAN L1.02 TREE CANOPY - PLANTING PLAN L1.03 TREE CANOPY - LEGEND, DETAILS, NOTES L1.04 TREE CANOPY - SOIL VOLUMES, NOTES & DETAILS L2.01 OPEN SPACE - PLANTING PLAN L2.02 OPEN SPACE - PLANTING PLAN L2.03 OPEN SPACE - MITIGATION & VEGETATED CORRIDOR PLANTING PLAN L2.04 OPEN SPACE - PLANTING LEGENDS & DETAILS L2.05 OPEN SPACE - STANDARD DETAILS L3.01 POND - LAYOUT PLAN L3.02 POND - GRADING PLAN L3.03 POND - PLANTING PLAN L3.04 POND - LEGEND AND DETAILS L3.05 POND - CONDITIONS AND DETAILS L3.06 -POND - CONSTRUCTION DETAILS L3.11 EC1 EROSION & SEDIMENT CONTROL COVER SHEET EC2 EXISTING CONDITIONS & DEMOLITION PLAN EC3 EROSION AND SEDIMENT CONTROL PLAN EC4 EROSION AND SEDIMENT CONTROL DETAILS 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 GROSS ACREAGE: 19.01 AC WASHINGTON COUNTY BENCHMARK NO. 938, A BRASS DISK SET IN CONCRETE, NE CORNER OF INTERSECTION OF SW ROY ROGERS ROAD AND SW BEEF BEND ROAD. ELEVATION DATUM: NGVD 29, ELEVATION = 180.657 CITY OF TIGARD WATER CLEAN WATER SERVICES CLEAN WATER SERVICES PORTLAND GENERAL ELECTRIC NORTHWEST NATURAL TUALATIN VALLEY FIRE & RESCUE WASHINGTON COUNTY SHERIFF BEAVERTON SCHOOL DISTRICT TUALATIN HILLS PARK & RECREATION FRONTIER WALKER GARBAGE SERVICE COMCAST UTILITIES & SERVICES: WATER: STORM: SEWER: POWER: GAS: FIRE: POLICE: SCHOOL: PARKS: PHONE: WASTE DISPOSAL: CABLE: BENCHMARK: POLYGON NORTHWEST COMPANY 109 E. 13TH ST. VANCOUVER, WA 98660 [P] 503-221-1920 CONTACT: FRED GAST APPLICANT: PACIFIC COMMUNITY DESIGN, INC 12564 SW MAIN STREET TIGARD, OR 97223 [P] 503-941-9484 CONTACT: KC SCHWARTZKOPH, P.E. CIVIL ENGINEER: PACIFIC COMMUNITY DESIGN, INC 12564 SW MAIN STREET TIGARD, OR 97223 [P] 503-941-9484 CONTACT: STACY CONNERY, AICP PLANNER: PACIFIC COMMUNITY DESIGN, INC 12564 SW MAIN STREET TIGARD, OR 97223 [P] 503-941-9484 CONTACT: KERRY LANKFORD, RLA, CLARB LANDSCAPE ARCHITECT: GEOTECHNICAL ENGINEER: PACIFIC COMMUNITY DESIGN, INC 12564 SW MAIN STREET TIGARD, OR 97223 [P] 503-941-9484 CONTACT: TRAVIS JANSEN, PLS, P.E. SURVEYOR: GEODESIGN, INC. 15575 SW SEQUOIA PARKWAY, SUITE 100 PORTLAND, OR 97224 [P] 503-968-8787 CONTACT: SHAWN DIMKE, G.E., P.E. MULTIPLE PROPERTY OWNERS (SEE PFI APPLICATION FORM) OWNERS: KITTELSON & ASSOCIATES, INC 610 SW ALDER STREET, STE 700 PORTLAND, OR 97205 [P] 503-228-5230 CONTACT: JULIA KUHN, P.E. TRAFFIC ENGINEER: NATURAL RESOURCE CONSULTANT: SWCA ENVIRONMENTAL CONSULTANTS 434 NW SIXTH AVENUE, STE 304 PORTLAND, OR 97209 [P] 503-224-0333 CONTACT: MIRTH WALKER, PWS, CWD 1 COVER SHEET 2 GENERAL CONSTRUCTION NOTES 3 EXISTING CONDITIONS & DEMOLITION PLAN 4 PROPOSED SITE PLAN 5 PROPOSED GRADING PLAN 6 LOT GRADING SECTIONS 7 NOT USED 8 COMPOSITE UTILITY PLAN 9.1 SW JEAN LOUISE RD STREET & STORM PLAN & PROFILE 9.2 SW JEAN LOUISE RD STREET & STORM PLAN & PROFILE 9.3 SW JEAN LOUISE RD STREET & STORM PLAN & PROFILE 10.1 SW 175TH AVE STREET & STORM PLAN & PROFILE 10.2 SW 175TH AVE STREET & STORM PLAN & PROFILE 11.1 SW 174TH LOOP STREET & STORM PLAN & PROFILE 11.2 SW 174TH LOOP STREET & STORM PLAN & PROFILE 12 SW 174TH LOOP STREET & STORM PLAN & PROFILE 13.1 SW SABRINA AVE STREET & STORM PLAN & PROFILE 13.2 SW SABRINA AVE STREET & STORM PLAN & PROFILE 14.1 SW 172ND AVE STREET & STORM PLAN & PROFILE 14.2 SW 172ND AVE STREET & STORM PLAN & PROFILE 15.1 SW 171ST AVE STREET & STORM PLAN & PROFILE 15.2 SW 171ST AVE STREET & STORM PLAN & PROFILE 16 SW UMBER SPRINGS LN STREET & STORM PLAN & PROFILE 17.1 SW ROCKY RAMBLE LN & ALLEY A STREET & STORM PLAN & PROFILE 17.2 SW SILENT FOX TER STREET & STORM PLAN & PROFILE 18 ALLEY B1 & B2 STREET & STORM PLAN & PROFILE 19.1 ALLEY C1 & ALLEY C2 STREET & STORM PLAN & PROFILE 19.2 ALLEY C3 & SDLN-2 STREET & STORM PLAN & PROFILE 20.1 ALLEY D & SDLN-1 STREET & STORM PLAN & PROFILE 20.2 ALLEY E STREET & STORM PLAN & PROFILE 21 ALLEY F, ALLEY G & ALLEY H STREET & STORM PLAN & PROFILE 22.1 WATER QUALITY FACILITY PLAN 22.2 WATER QUALITY FACILITY PLAN 23.1 SW JEAN LOUISE RD SANITARY SEWER & WATER PLAN & PROFILE 23.2 SW JEAN LOUISE RD SANITARY SEWER & WATER PLAN & PROFILE 23.3 SW JEAN LOUISE RD SANITARY SEWER & WATER PLAN & PROFILE 24.1 SW 175TH AVE SANITARY SEWER & WATER PLAN & PROFILE 24.2 SW 175TH AVE SANITARY SEWER & WATER PLAN & PROFILE 25.1 SW 174TH LOOP SANITARY SEWER & WATER PLAN & PROFILE 25.2 SW 174TH LOOP SANITARY SEWER & WATER PLAN & PROFILE 26 SW 174TH LOOP SANITARY SEWER & WATER PLAN & PROFILE 27.1 SW SABRINA AVE SANITARY SEWER & WATER PLAN & PROFILE 27.2 SW SABRINA AVE SANITARY SEWER & WATER PLAN & PROFILE 28.1 SW 172ND AVE SANITARY SEWER & WATER PLAN & PROFILE 28.2 SW 172ND AVE SANITARY SEWER & WATER PLAN & PROFILE 29.1 SW 171ST AVE SANITARY SEWER & WATER PLAN & PROFILE 29.2 SW 171ST AVE SANITARY SEWER & WATER PLAN & PROFILE 30 SW UMBER SPRINGS LN SANITARY SEWER & WATER PLAN & PROFILE 31.1 SW ROCKY RAMBLE LN SANITARY SEWER & WATER PLAN & PROFILE 31.2 SW SILENT FOX TER SANITARY SEWER & WATER PLAN & PROFILE 32 SSLN-B SANITARY SEWER & WATER PLAN & PROFILE 33 SSLN-F SANITARY SEWER & WATER PLAN & PROFILE 34 TREE PROTECTION AND REMOVAL PLAN SHEET INDEX: SW BULL MOUNTAIN RD. SW SCHOLLS FERRY RD. S W R O Y R O G E R S R D . PROJECT SITE VICINITY MAP These As-Built Drawings have been prepared based upon red-lined plan information provided by the construction contractor, field survey of manholes, mainlines and service lateral location markers for both sanitary and storm utilities, construction staking field notes (when applicable) and field changes noted during construction inspections. The location and elevation of underground utilities shown herein are approximate only and must be field verified prior to any connection thereto or excavation in the immediate vicinity thereof. 2 CONSTRUCTION NOTES Construction Documents N: \ p r o j \ 3 9 5 - 0 2 9 \ 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 \ 3 9 5 0 2 9 . ( 2 ) N O T E S . d w g - S H E E T : 2 Oc t . 1 7 , 1 6 - 10 : 3 8 A M Bo b 10/17/2016 ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design Polygon at West River Terrace 1ST SUBMITTAL DATE REVISIONS DATE DESCRIPTION EXPIRES: JUNE 30, 2018 10/17/2016 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.AN ESTIMATED 12 PERCENT OF THE WATER SYSTEM COST MUST BE ON DEPOSIT PRIOR TO BEGINNING CONSTRUCTION ON WATER LINES, AND TO RECEIVE A TPW (CITY OF TIGARD PUBLIC WORKS, WATER DIVISION) STAMPED APPROVAL ON CONSTRUCTION PLANS. 2.THE CONTRACTOR SHALL MAINTAIN ONE SET OF TPW STAMPED APPROVED PLANS ON THE CONSTRUCTION SITE AT ALL TIMES. 3.ALL WORK SHALL BE IN ACCORDANCE WITH AWWA (AMERICAN WATER WORKS ASSOCIATION) STANDARDS. 4.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. 5.COVER FOR ALL WATER MAINS IN STREET AND RIGHTS-OF-WAY SHALL BE 36". BACKFILL SHALL BE ¾"-0" GRAVEL. 6.ALL VALVE-OPERATING NUTS SHALL BE WITHIN 36" OF FINISHED GRADE, OTHERWISE VALVE OPERATING NUT EXTENSIONS WILL BE REQUIRED. 7.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). 8.A 4" X 4" X 8'-0", PAINTED BLUE, SHALL BE INSTALLED IN FRONT OF EVERY 2-INCH 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. 9.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 (2-2½" NST HOSE CONNECTION, 1-4½" NST PUMPER), 1½" PENTAGON OPERATING NUT, OPENING LEFT, COLOR: YELLOW; APPROVED EQUAL: MUELLER CENTURION A-423, WATERIOUS PACER 6790, CLOW MEDALLION 10.EACH FIRE HYDRANT SHALL BE INSTALLED UPON A PRE-FORMED CONCRETE BLOCK WITH 1½ CUBIC YARDS OF CRUSHED 2" - ¾" DRAIN ROCK. TARPAPER WILL BE LAID ON TOP OF THE DRAIN ROCK TO SEPARATE THE ROCK FROM EARTH COVER. 11.ALL SANITARY SEWER LINES WITHIN 10 FEET LATERALLY OR 3 FEET VERTICALLY OF A WATER MAIN SHALL BE ENCASED IN A REINFORCED CONCRETE JACKET 6" THICK FOR A DISTANCE OF 10 FEET ON BOTH SIDE 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. 12.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. 13.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 A 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 RETENTION PERIOD PRIOR TO BACTERIOLOGICAL TESTING. BACTERIOLOGICAL TESTS WILL BE TAKEN BY TPW. 14.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. 15.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 TPW WATER DIVISION, BEFORE WATER SERVICES CAN BEGIN. 16.UPON COMPLETION OF INSTALLATION OF THE WATER SYSTEM, THE CONTRACTOR OR OWNER SHALL ADVISE TPW OF THE TOTAL CONSTRUCTION COSTS TO WHICH WILL BE ADDED 10% FOR TPW INSPECTIONS, WATER LOSS, OVERHEAD, ADMINISTRATION, SAMPLING, ETC. AND 2% FOR ENGINEERING REVIEW, INCLUDING "AS-BUILTS" DRAWINGS, UPDATING MASTER MAP, INTERSECTION MAPS, ETC. OPERATION OF VALVES IN THE TIGARD WATER SERVICE AREA IS PROHIBITED 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.OWNER OR DESIGNATED PERSON SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL MEASURES, IN ACCORDANCE WITH LOCAL, STATE, AND FEDERAL REGULATIONS. 2.PRIOR TO ANY LAND DISTURBING ACTIVITIES, THE BOUNDARIES OF THE CLEARING LIMITS, VEGETATED BUFFERS, AND ANY SENSITIVE AREAS SHOWN ON THIS PLAN SHALL BE CLEARLY DELINEATED IN THE FIELD. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE IS PERMITTED BEYOND THE CLEARING LIMITS. THE OWNER/PERMITTEE MUST MAINTAIN THE DELINEATION FOR THE DURATION OF THE PROJECT. NOTE: VEGETATED CORRIDORS TO BE DELINEATED WITH ORANGE CONSTRUCTION FENCE OR APPROVED EQUAL. 3.PRIOR TO ANY LAND DISTURBING ACTIVITIES, THE BMP's THAT MUST BE INSTALLED ARE A GRAVEL CONSTRUCTION ENTRANCE, PERIMETER SEDIMENT CONTROL, AND INLET PROTECTION. THESE BMP's MUST BE MAINTAINED FOR THE DURATION OF THE PROJECT. 4.IF VEGETATIVE SEED MIXES ARE SPECIFIED, SEEDING MUST TAKE PLACE NO LATER THAT SEPTEMBER 1; THE TYPE AND PERCENTAGES OF SEED IN THE MIX MUST BE IDENTIFIED ON THE PLANS. 5.ALL PUMPING OF SEDIMENT LADEN WATER SHALL BE DISCHARGED OVER AN UNDISTURBED, PREFERABLY VEGETATED AREA, AND THROUGH A SEDIMENT CONTROL BMP i.e. (FILTER BAG). 6.THE ESC PLAN MUST BE KEPT ON SITE. ALL MEASURES SHOWN ON THE PLAN MUST BE INSTALLED PROPERLY TO ENSURE THAT SEDIMENT OR SEDIMENT LADEN WATER DOES NOT ENTER A SURFACE WATER SYSTEM, ROADWAY, OR OTHER PROPERTIES. 7.THE ESC MEASURES SHOWN ON THIS PLAN ARE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE MEASURES SHALL BE UPGRADED AS NEEDED TO COMPLY WITH ALL APPLICABLE LOCAL, STATE, AND FEDERAL EROSION CONTROL REGULATIONS. CHANGES TO THE APPROVED ESC PLAN MUST BE SUBMITTED IN THE FORM OF AN ESC REVISION TO CWS PER THE 1200 C PERMIT. 8.IN AREAS SUBJECT TO WIND EROSION, APPROPRIATE BMP's MUST BE USED WHICH MAY INCLUDE THE APPLICATION OF FINE WATER SPRAYING, PLASTIC SHEETING, MULCHING, OR OTHER APPROVED MEASURES. 9.ALL EXPOSED SOILS MUST BE COVERED DURING THE WET WEATHER PERIOD, OCTOBER 01 - MAY 31. CLEAN WATER SERVICES - SPECIFIC EROSION CONTROL NOTES 1.ALL PERMIT REGISTRANTS MUST IMPLEMENT THE ESCP. FAILURE TO IMPLEMENT ANY OF THE CONTROL MEASURES OR PRACTICES DESCRIBED IN THE ESCP IS A VIOLATION OF THE PERMIT. (SCHEDULE A 8.A) 2.THE ESCP MEASURES SHOWN ON THIS PLAN ARE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, UPGRADE THESE MEASURES AS NEEDED TO COMPLY WITH ALL APPLICABLE LOCAL, STATE, AND FEDERAL EROSION AND SEDIMENT CONTROL REGULATIONS. (SCHEDULE A.8.C.II.(1)(C)) 3.SUBMISSION OF ALL ESCP REVISIONS IS NOT REQUIRED. SUBMITTAL OF THE ESCP REVISIONS IS ONLY UNDER SPECIFIC CONDITIONS. SUBMIT ALL NECESSARY REVISION TO DEQ OR AGENT. (SCHEDULE A.12.C.III) 4.PHASE CLEARING AND GRADING TO THE MAXIMUM EXTENT PRACTICAL TO PREVENT EXPOSED INACTIVE AREAS FROM BECOMING A SOURCE OF EROSION. (SCHEDULE A 8.C.II.(1)(D)) 5.IDENTIFY, MARK, AND PROTECT (BY FENCING OFF OR OTHER MEANS) CRITICAL RIPARIAN AREAS AND VEGETATION INCLUDING IMPORTANT TREES AND ASSOCIATED ROOTING ZONES, AND VEGETATION AREAS TO BE PRESERVED. IDENTIFY VEGETATIVE BUFFER ZONES BETWEEN THE SITE AND SENSITIVE AREAS (E.G., WETLANDS), AND OTHER AREAS TO BE PRESERVED, ESPECIALLY IN PERIMETER AREAS. (SCHEDULE A.8.C.I.(1) & (2)) 6.PRESERVE EXISTING VEGETATION WHEN PRACTICAL AND RE-VEGETATE OPEN AREAS. RE-VEGETATE OPEN AREAS WHEN PRACTICABLE BEFORE AND AFTER GRADING OR CONSTRUCTION. IDENTIFY THE TYPE OF VEGETATIVE SEED MIX USED. (SCHEDULE A.7.B.III(1) AND A.7.B.III(3)) 7.EROSION AND SEDIMENT CONTROL MEASURES INCLUDING PERIMETER SEDIMENT CONTROL MUST BE IN PLACE BEFORE VEGETATION IS DISTURBED AND MUST REMAIN IN PLACE AND BE MAINTAINED, REPAIRED, AND PROMPTLY IMPLEMENTED FOLLOWING PROCEDURES ESTABLISHED FOR THE DURATION OF CONSTRUCTION, INCLUDING PROTECTION FOR ACTIVE STORM DRAIN INLETS AND CATCH BASINS AND APPROPRIATE NON-STORMWATER POLLUTION CONTROLS. (SCHEDULE A.7.D.I AND A.8.C) 8.ESTABLISH CONCRETE TRUCK AND OTHER CONCRETE EQUIPMENT WASHOUT AREAS BEFORE BEGINNING CONCRETE WORK. (SCHEDULE A.8.C.I.(6)) 9.APPLY TEMPORARY AND/OR PERMANENT SOIL STABILIZATION MEASURES IMMEDIATELY ON ALL DISTURBED AREAS AS GRADING PROGRESSES AND FOR ALL ROADWAYS INCLUDING GRAVEL ROADWAYS. (SCHEDULE A.8.C.II.(2)) 10.ESTABLISH MATERIAL AND WASTE STORAGE AREAS, AND OTHER NON-STORMWATER CONTROLS. (SCHEDULE A.8.C.I.(7)) 11.PREVENT TRACKING OF SEDIMENT ONTO PUBLIC OR PRIVATE ROADS USING BMPS SUCH AS: GRAVELED (OR PAVED) EXITS AND PARKING AREAS, GRAVEL ALL UNPAVED ROADS LOCATED ONSITE, OR USE AN EXIT TIRE WASH. THESE BMPS MUST BE IN PLACE PRIOR TO LAND-DISTURBING ACTIVITIES. (SCHEDULE A 7.D.II.(1) AND A.8.C.I(4)) 12.WHEN TRUCKING SATURATED SOILS FROM THE SITE, EITHER USE WATER-TIGHT TRUCKS OR DRAIN LOADS ON SITE. (SCHEDULE A.7.D.II.(3)) 13.USE BMPS TO PREVENT OR MINIMIZE STORMWATER EXPOSURE TO POLLUTANTS FROM SPILLS; VEHICLE AND EQUIPMENT FUELING, MAINTENANCE, AND STORAGE; OTHER CLEANING AND MAINTENANCE ACTIVITIES; AND WASTE HANDLING ACTIVITIES. THESE POLLUTANTS INCLUDE FUEL, HYDRAULIC FLUID, AND OTHER OILS FROM VEHICLES AND MACHINERY, AS WELL AS DEBRIS, LEFTOVER PAINTS, SOLVENTS, AND GLUES FROM CONSTRUCTION OPERATIONS. (SCHEDULE A.7.E.I.(2)) 14.IMPLEMENT THE FOLLOWING BMPS WHEN APPLICABLE: WRITTEN SPILL PREVENTION AND RESPONSE PROCEDURES, EMPLOYEE TRAINING ON SPILL PREVENTION AND PROPER DISPOSAL PROCEDURES, SPILL KITS IN ALL VEHICLES, REGULAR MAINTENANCE SCHEDULE FOR VEHICLES AND MACHINERY, MATERIAL DELIVERY AND STORAGE CONTROLS, TRAINING AND SIGNAGE, AND COVERED STORAGE AREAS FOR WASTE AND SUPPLIES. (SCH A 7.E.III.) 15.USE WATER, SOIL-BINDING AGENT OR OTHER DUST CONTROL TECHNIQUE AS NEEDED TO AVOID WIND-BLOWN SOIL. (SCHEDULE A 7.B.II) 16.THE APPLICATION RATE OF FERTILIZERS USED TO REESTABLISH VEGETATION MUST FOLLOW MANUFACTURER'S RECOMMENDATIONS TO MINIMIZE NUTRIENT RELEASES TO SURFACE WATERS. EXERCISE CAUTION WHEN USING TIME-RELEASE FERTILIZERS WITHIN ANY WATERWAY RIPARIAN ZONE. (SCHEDULE A.9.B.III) 17.IF A STORMWATER TREATMENT SYSTEM (FOR EXAMPLE, ELECTRO-COAGULATION, FLOCCULATION, FILTRATION, ETC.) FOR SEDIMENT OR OTHER POLLUTANT REMOVAL IS EMPLOYED, SUBMIT AN OPERATION AND MAINTENANCE PLAN (INCLUDING SYSTEM SCHEMATIC, LOCATION OF SYSTEM, LOCATION OF INLET, LOCATION OF DISCHARGE, DISCHARGE DISPERSION DEVICE DESIGN, AND A SAMPLING PLAN AND FREQUENCY) BEFORE OPERATING THE TREATMENT SYSTEM. OBTAIN PLAN APPROVAL BEFORE OPERATING THE TREATMENT SYSTEM. OPERATE AND MAINTAIN THE TREATMENT SYSTEM ACCORDING TO MANUFACTURER'S SPECIFICATIONS. (SCHEDULE A.9.D) 18.TEMPORARILY STABILIZE SOILS AT THE END OF THE SHIFT BEFORE HOLIDAYS AND WEEKENDS, IF NEEDED. THE REGISTRANT IS RESPONSIBLE FOR ENSURING THAT SOILS ARE STABLE DURING RAIN EVENTS AT ALL TIMES OF THE YEAR. (SCHEDULE A 7.B) 19.AT THE END OF EACH WORKDAY SOIL STOCKPILES MUST BE STABILIZED OR COVERED, OR OTHER BMPS MUST BE IMPLEMENTED TO PREVENT DISCHARGES TO SURFACE WATERS OR CONVEYANCE SYSTEMS LEADING TO SURFACE WATERS. (SCHEDULE A 7.E.II.(2)) 20.CONSTRUCTION ACTIVITIES MUST AVOID OR MINIMIZE EXCAVATION AND CREATION OF BARE GROUND DURING WET WEATHER. (SCHEDULE A.7.A.I) 21.SEDIMENT FENCE: REMOVE TRAPPED SEDIMENT BEFORE IT REACHES ONE THIRD OF THE ABOVE GROUND FENCE HEIGHT AND BEFORE FENCE REMOVAL. (SCHEDULE A.9.C.I) 22.OTHER SEDIMENT BARRIERS (SUCH AS BIOBAGS): REMOVE SEDIMENT BEFORE IT REACHES TWO INCHES DEPTH ABOVE GROUND HEIGHT. AND BEFORE BMP REMOVAL. (SCHEDULE A.9.C.II) 23.CATCH BASINS: CLEAN BEFORE RETENTION CAPACITY HAS BEEN REDUCED BY FIFTY PERCENT. SEDIMENT BASINS AND SEDIMENT TRAPS: REMOVE TRAPPED SEDIMENTS BEFORE DESIGN CAPACITY HAS BEEN REDUCED BY FIFTY PERCENT AND AT COMPLETION OF PROJECT. (SCHEDULE A.9.C.III & IV) 24.WITHIN 24 HOURS, SIGNIFICANT SEDIMENT THAT HAS LEFT THE CONSTRUCTION SITE, MUST BE REMEDIATED. INVESTIGATE THE CAUSE OF THE SEDIMENT RELEASE AND IMPLEMENT STEPS TO PREVENT A RECURRENCE OF THE DISCHARGE WITHIN THE SAME 24 HOURS. ANY IN-STREAM CLEAN UP OF SEDIMENT SHALL BE PERFORMED ACCORDING TO THE OREGON DIVISION OF STATE LANDS REQUIRED TIMEFRAME. (SCHEDULE A.9.B.I) 25.THE INTENTIONAL WASHING OF SEDIMENT INTO STORM SEWERS OR DRAINAGE WAYS MUST NOT OCCUR. VACUUMING OR DRY SWEEPING AND MATERIAL PICKUP MUST BE USED TO CLEANUP RELEASED SEDIMENTS. (SCHEDULE A.9.B.II) 26.THE ENTIRE SITE MUST BE TEMPORARILY STABILIZED USING VEGETATION OR A HEAVY MULCH LAYER, TEMPORARY SEEDING, OR OTHER METHOD SHOULD ALL CONSTRUCTION ACTIVITIES CEASE FOR 30 DAYS OR MORE. (SCHEDULE A.7.F.I) 27.PROVIDE TEMPORARY STABILIZATION FOR THAT PORTION OF THE SITE WHERE CONSTRUCTION ACTIVITIES CEASE FOR 14 DAYS OR MORE WITH A COVERING OF BLOWN STRAW AND A TACKIFIER, LOOSE STRAW, OR AN ADEQUATE COVERING OF COMPOST MULCH UNTIL WORK RESUMES ON THAT PORTION OF THE SITE. (SCHEDULE A.7.F.II) 28.PROVIDE PERMANENT EROSION CONTROL MEASURES ON ALL EXPOSED AREAS. DO NOT REMOVE TEMPORARY SEDIMENT CONTROL PRACTICES UNTIL PERMANENT VEGETATION OR OTHER COVER OF EXPOSED AREAS IS ESTABLISHED. HOWEVER, DO REMOVE ALL TEMPORARY EROSION CONTROL MEASURES AS EXPOSED AREAS BECOME STABILIZED, UNLESS DOING SO CONFLICTS WITH LOCAL REQUIREMENTS. PROPERLY DISPOSE OF CONSTRUCTION MATERIALS AND WASTE, INCLUDING SEDIMENT RETAINED BY TEMPORARY BMPS. (SCHEDULE A.7.B.III(2) AND A.8.C.III) STANDARD EROSION AND SEDIMENT CONTROL PLAN (ESCP) DRAWING NOTES 1. ALL PUBLIC STORM SEWER CONSTRUCTION AND ALL MATERIALS SHALL CONFORM CWS DESIGN AND CONSTRUCTION STANDARDS - R&O 07-20. 2. PUBLIC STORM SEWER PIPE SHALL BE THE SIZE AND MATERIALS SHOWN ON THE PLANS. 3.INSTALLATION OF THE STORM SEWER SYSTEM SHALL BE IN ACCORDANCE WITH STANDARD PRACTICES. ALL TRENCH BACKFILL IN PUBLIC RIGHT-OF-WAY SHALL BE 3/4"-0 COMPACTED CRUSHED ROCK, (CLASS "B"). 4.ALL SERVICE LATERALS TO BE CONSTRUCTED AT A MINIMUM SLOPE OF 1/4" (2%) PER LINEAR FOOT UNLESS OTHERWISE SHOWN ON THE PLANS. LATERALS SHALL BE 4" DIAMETER. SIDE STORM SEWER PIPE TO BE WHITE IN COLOR AND CONFORM TO CWS STANDARD DWG NO. 170. 5.SERVICE LATERALS SHALL EXTEND A MINIMUM OF 10 FEET FROM THE MAIN AND TWO FEET PAST THE P.U.E. INTO THE LOT. THE END OF EACH LATERAL SHALL BE MARKED WITH A 2"x4" PAINTED WHITE, EXTENDING FROM THE INVERT TO A MINIMUM OF THREE FEET ABOVE THE GROUND SURFACE, WITH THE DEPTH FROM THE TOP OF THE 2"x4" TO THE INVERT WRITTEN THEREON. 6.ALL SANITARY & STORM SEWER LINES MUST BE THOROUGHLY CLEANED PRIOR TO MANDRELLING OF PVC PIPE AND TELEVISING THE SYSTEM FOR ACCEPTANCE. 7.COMPACTION SHALL BE 95% T-99 FOR TRENCH BACKFILL IN STREET AND PARKING AREA. CONTRACTOR TO DETERMINE TYPE OF EQUIPMENT AND METHOD USED TO ACHIEVE REQUIRED COMPACTION. 8.PRIVATELY MAINTAINED STORM SEWER SYSTEMS SHALL BE CONSTRUCTED TO THE STANDARDS AND SPECIFICATIONS OF THE 1994 EDITION OF THE U.P.C. AS AMENDED BY THE STATE OF OREGON, TITLED THE 1996 OREGON PLUMBING SPECIALTY CODE 918-701-0040(1)] STORM SEWERS 1.ALL PUBLIC SANITARY SEWER CONSTRUCTION AND ALL MATERIALS SHALL CONFORM WITH THE APPLICABLE SECTIONS OF THE SPECIFICATIONS OF THE CWS OF WASHINGTON COUNTY, OREGON. DESIGN AND CONSTRUCTION STANDARDS - R&O 07-20. ALL BACKFILL IN RIGHT-OF-WAY SHALL COMPLY WITH CWS R&O 07-20. 2.MAIN LINE PIPE SHALL BE 8" PVC AND SERVICE LATERALS SHALL BE 4" PVC CONFORMING TO ASTM D-3034. SIDE SANITARY SEWER PIPE TO BE GREEN IN COLOR UNLESS OTHERWISE SHOWN. 3.SERVICE LATERALS SHALL EXTEND A MINIMUM OF 10 FEET FROM THE MAIN AND TWO FEET PASSED THE P.U.E. INTO THE LOT. THE END OF EACH LATERAL SHALL BE MARKED WITH A 2"x4" PAINTED GREEN, EXTENDING FROM THE INVERT TO A MINIMUM OF THREE FEET ABOVE THE GROUND SURFACE, WITH THE DEPTH FROM THE TOP OF THE 2"x4" TO THE INVERT WRITTEN THEREON. 4.SERVICE LATERALS SHALL BE CONSTRUCTED AT A MINIMUM GRADE OF 2% WITH A MAXIMUM GRADE OF 100% (45°) AND CONFORM TO CWS STANDARD DWG NO. 170. 5.ALL MAIN SEWERS SHALL BE BALLED, FLUSHED, THOROUGHLY CLEANED, MANDRELLED, AND AIR-TESTED AFTER THE BACKFILL IS PLACED AND COMPACTED. A V.H.S. T.V. VIDEO TAPE AND REPORT AND AIR-TEST RESULTS SHALL BE PROVIDED TO CITY OF HILLSBORO. MANHOLES SHALL BE HYDROSTATIC OR VACUUM TESTED. 6.TRENCH BACKFILL IN STREET AREAS SHALL BE WITH 3/4"-0" ROCK, COMPACTED TO 95% T-99. 7.PRIVATELY MAINTAINED SANITARY SEWER SYSTEMS SHALL BE CONSTRUCTED TO THE STANDARDS AND SPECIFICATIONS OF THE 1994 EDITION OF THE U.P.C. AS AMENDED BY THE STATE OF OREGON, TITLED THE 1996 OREGON PLUMBING SPECIALTY CODE [OAR 918-701-0040(1)]. SANITARY SEWERS 25 5 260 26 5 25 4 2 5 4 2 5 4 256 257 258 259 261 262 263 26 4 26 6 26 7 245 250 255 260 265 270 246 24 7 24 8 249 251 252 253 254 256 257 258 259 261 262 263 264 266 267 268 269 271 272 2 7 3 274 240 245 250 255 260 265 241242 24 3 244 246 247 248 249 251 252 253 254 256 257 258 259 261 262 2 6 3 26 4 235 240 245 250 233 234 236 237 238 239 241 242 243 244 246 247 248 249 215215 220 220 225 22 5 23 0 230 235 225225 230 235 240 EX. FENCE TO BE RELOCATED EX. FENCE TO BE RELOCATED GRAVEL PATH TO BE REMOVED GRAVEL PATH TO BE REMOVED DRIVEWAY PAVEMENT TO BE REMOVED GRAVEL PATH TO BE REMOVED EXISTING STRUCTURES TO BE REMOVED TYP. EXISTING STRUCTURES TO BE REMOVED TYP. EXISTING SIDEWALK TO BE REMOVED EXISTING STRUCTURES TO BE REMOVED TYP. EXISTING STRUCTURES TO BE REMOVED TYP. EXISTING SIDEWALK TO BE REMOVED EXISTING STRUCTURES TO BE REMOVED TYP. WETLAND FLAGS A1-A8 0.01 ACRES (364.4 SF) WETLAND FLAGS B1-B5 0.00 ACRES (107.5 SF) STREAM CHANNEL SURVEYED EX. PATH TO BE REMOVED VEGETATED CORRIDOR S W R O Y R O G E R S R O A D ( C . R . N O . 3 1 5 0 ) TAX MAP 2S 1 06 TAX LOT: 3200 TAX MAP 2S 1 06 TAX LOT: 3000 TAX MAP 2S 1 06 TAX LOT: 2900 RELOCATE EXISTING PGE POLES. COORDINATE WITH PGE. 12" CONCRETE CULVERT COORDINATE WITH NW NATURAL TO RELOCATE GAS LEGEND SIDEWALK PAVEMENT GRAVEL BUILDING WETLANDS POND FENCE OVERHEAD WIRES SANITARY SEWER LINE STORM DRAIN LINE WATER LINE UTILITY POLE LIGHT POLE ELECTRICAL RISER GUY WIRE BOLLARD SANITARY SEWER MANHOLE STORM DRAIN MANHOLE FIRE HYDRANT SIGN CATCHBASIN WATER METER WATER VALVE CURB INLET MAILBOX TELEPHONE RISER DITCH INLET VERIZON ELECTRICAL BOX IRRIGATION CONTROL VALVE GAS RISER UTILITY RISER GAS VALVE PAV'T PAVEMENT TREE PROTECTION FENCE X X D S DYH P XOH XSS XSD XW T G M I VZ U 3 EXISTING CONDITIONS/ DEMOLITION PLAN SCALE 1 INCH = 60 FEET 60 30 600 Construction Documents N: \ p r o j \ 3 9 5 - 0 2 9 \ 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 \ 3 9 5 0 2 9 . ( 3 ) E X S T . d w g - S H E E T : 3 Oc t . 1 7 , 1 6 - 10 : 3 9 A M Bo b 10/17/2016 ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design Polygon at West River Terrace 1ST SUBMITTAL DATE REVISIONS DATE DESCRIPTION EXPIRES: JUNE 30, 2018 10/17/2016 SW R O Y R O G E R S R O A D ( C . R . N O . 3 1 5 0 ) 6.00' PUE, TYP 8.00' PUE, TYP 3.00' PUE, TYP 3.00' PUE, TYP 6.00' PUE, TYP 6.00' PUE, TYP 6.00' PUE, TYP 8.00' PUE, TYP 8.00' PUE, TYP 3.00' PUE, TYP 6.00' PUE, TYP 8.00' PUE, TYP 0+001+002+003+004+005+006+007+008+009+0010+0011+0012+0013+00 13 + 0 0 14 + 0 0 15 + 0 0 16 + 0 0 17 + 0 0 18 + 0 0 19 + 0 0 19 + 2 7 13 + 0 0 14 + 0 0 15 + 0 0 16 + 0 0 17 + 0 0 13 + 0 0 14 + 0 0 15 + 0 0 16 + 0 0 17 + 0 0 18 + 0 0 19 + 0 0 13 + 0 0 14 + 0 0 15 + 0 0 16 + 0 0 17 + 0 0 13 + 0 0 14 + 0 0 15 + 0 0 16 + 0 0 17 + 0 0 0+ 0 0 1+002+002+55 0+00 1+00 2+00 2+13 0+ 0 0 1+ 0 0 2+ 0 0 2+ 2 3 0+00 1+00 2+00 2+30 0+00 1+ 0 0 1+ 2 8 0+ 0 0 1+ 0 0 2+ 0 0 2+ 9 1 0+00 1+00 2+00 2+34 0+00 1+00 2+00 2+34 2+34 0+00 1+00 2+00 2+34 0+00 1+00 2+00 0+00 1+00 2+00 2+30 0+00 1+00 2+00 2+17 0+00 1+00 2+00 2+23 2+ 0 0 3+ 0 0 3+ 4 4 0+ 0 0 1+002+00 2+ 7 5 TRACT A 77 TRACT L 76 75 85 74 84 73 83 TRACT K 78 82 86 246025 53 61 TRACT B 2662 2027632128642223 TR A C T F 130 131 132 133 TR A C T R 134 135129 136 128127126125124 4 5 6 7 8 1 9 2 3 137 116 120118114115117 99 112 818079 123122121119 98 89 97 88 TRACT S 96 87 94 93 TRACT O 92 TRACT N 91 113 90 TRACT T 95 TRACT M 49 4248 41 47 40 46 39 45 3852 44 51 43 50 TR A C T I 110 102 109 101 108 100 107 106105 104 111 103 6.00' PUE, TYP 8.00' PUE, TYP 8.00' PUE, TYP 3.00' PUE, TYP 6.00' PUE, TYP 8.00' PUE, TYP 3.00' PUE, TYP 6.00' PUE, TYP 3.00' PUE, TYP 8.00' PUE, TYP6.00' PUE, TYP 3.00' PUE, TYP 3.00' PUE, TYP 6.00' PUE, TYP 3.00' PUE, TYP L3 C 1C2 L1 6 L2 L4 L5 L6 C3 L7 L8 C 4 L9 L10 L11 L12 L13 C5 C6 L15 L26 L25L24L23 L19 L1 8 L2 0 TRACT Q L1 4 L17L21 L22 SW S A B R I N A A V E N U E SW 1 7 2 N D A V E N U E SW 1 7 1 S T A V E N U E SW 1 7 4 T H L O O P SW 1 7 5 T H A V E N U E SW R O Y R O G E R S R O A D ( C . R . N O . 3 1 5 0 ) SW UMBER SPRINGS LANE SW JEAN LOUISE ROAD TRACT P SW S I L E N T F O X T E R R A C E SW RO C K Y R A M B L E L A N E 10 + 0 0 11 + 0 0 12 + 0 0 13 + 0 0 14 + 0 0 15 + 0 0 1 6 + 0 0 L1 SW 1 7 5 T H C O U R T CONSTRUCT STAIRCASE, REFER TO LANDSCAPE PLANS FOR DESIGN CONSTRUCT STAIRCASE, REFER DETAIL ON SHEET DTL9 54 56 57 58 59 55 65 67 66 71 70 69 68 72 36 34 TRACT G 33 32 31 30 37 29 35 TRACT H TRACT E 14 13 TRACT W 12 18 11 17 16 15 19 10 TRACT D TR A C T J TR A C T C TRACT V CURVE TABLE CURVE # C1 C2 C3 C4 C5 C6 C7 RADIUS 39.00' 39.00' 250.00' 39.00' 35.00' 105.00' 1131.89' LENGTH 61.26' 61.26' 65.25' 61.26' 9.43' 9.11' 329.59' CHORD DIRECTION N45° 39' 36"W S44° 20' 24"W N6° 49' 04"E N45° 39' 36"W N81° 36' 50"E N71° 24' 39"E N10° 06' 02"W LINE TABLE LINE # L1 L2 L3 L4 L5 L6 L7 L8 L9 L10 L11 L12 L13 L14 LENGTH 1630.00' 778.52' 152.00' 778.65' 826.00' 177.46' 804.01' 194.00' 926.65' 41.88' 6.67' 90.57' 65.46' 254.22' BEARING S89° 20' 24"W N0° 39' 36"W S89° 20' 24"W N0° 39' 36"W N0° 39' 36"W N14° 17' 43"E N0° 39' 36"W S89° 20' 24"W N0° 39' 36"W N63° 17' 54"E N89° 19' 53"E N73° 53' 46"E N68° 55' 33"E S0° 39' 36"E LINE TABLE LINE # L15 L16 L17 L18 L19 L20 L21 L22 L23 L24 L25 L26 LENGTH 212.50' 223.26' 230.00' 43.49' 93.06' 295.99' 234.00' 234.00' 234.00' 234.00' 230.00' 216.76' BEARING N89° 20' 24"E S0° 39' 36"E N89° 20' 24"E S58° 38' 15"E N89° 20' 24"E S0° 39' 36"E N89° 20' 24"E N89° 20' 24"E N89° 20' 24"E N89° 20' 24"E N89° 20' 24"E N89° 20' 24"E 4 SITE PLAN SCALE 1 INCH = 50 FEET 50 25 500 Construction Documents N: \ p r o j \ 3 9 5 - 0 2 9 \ 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 \ 3 9 5 0 2 9 . ( 4 ) S I T E . d w g - S H E E T : 4 Oc t . 1 7 , 1 6 - 10 : 4 1 A M Bo b 10/17/2016 ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design Polygon at West River Terrace 1ST SUBMITTAL DATE REVISIONS DATE DESCRIPTION EXPIRES: JUNE 30, 2018 10/17/2016 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 BUILDING SETBACK 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 26 5265 2 7 0 270263264 26626626 72672 6 8268 26 9 269 2 7 1271 240 245 250 25 5 236 237 238 239 241 242 243 244 246 247 248 249 251 252 253 254 256 25 7 25 8 235 240 245 250 255 260 265 234 236 237 238 239 241 242 243 244 246 247 248 249 251 252 253 254 256 257 25 8 25 9 261 262 2 6 3 26 4 245 250 25 5 260 2 6 0 260 265 243 244 246 247 248 249 251 252 25 3 25 4 25 6 2 5 7 258 259 261 261 26 1 262 262 26 2 263264 220 225 230 235 240 250 255 260 265 246 247 248 249 25 1 252 253 254 256 257 258 259 261 262 263 264 266 225225 2 3 0 2 3 5 240 245 250 255 26 0 2 6 5 241 242 243 244 246 247 248 249 2 5 1 252 253 254 256 257 258 259 261 26 2 263 263 26 3 26 4 SW JEAN LOUISE ROAD SW S A B R I N A A V E N U E SW 1 7 4 T H L O O P SW 1 7 5 T H A V E N U E SW UMBER SPRINGS LANE SW 1 7 1 S T A V E N U E SW 1 7 2 N D A V E N U E SW RO C K Y R A M B L E L A N E SW R O Y R O G E R S R O A D ( C . R . N O . 3 1 5 0 ) SW S I L E N T F O X T E R R A C E TRACT A 77 TRACT L 76 75 85 74 84 73 83 TRACT K 78 82 86 246025 53 61 TRACT B 2662 2027632128642223 TR A C T F 130 131 132 133 TRACT R 134 135129 136 128127126125124 4 5 6 7 8 1 9 2 3 137 116 120118114115117 99 112 818079 123122121119 98 89 97 88 TRACT S 96 87 TRACT Q 94 TRACT P 93 TRACT O 92 TRACT N 91 113 90 TRACT T 95 TRACT M 49 4248 41 47 40 46 39 45 3852 44 51 43 50 TRACT I 110 102 109 101 108 100 107 106105 104 111 103 TW FG'0.7 268.9 268.2 3 1 1 2 2 4 4 5 5 6 6 7 7 8 8 TW FG'3.2 270.0 266.8 TW FG'0.5 266.2 265.7 TW FG'2.0 262.0 260.0 TW FG'4.5 271.5 267.0 TW FG'1.0 252.0 251.0 TW FG'2.0 251.8 249.8 TW FG'14.0 244.7 230.7 TW FG'10.0 241.3 231.3 TW FG'7.3 241.3 234.0 TW FG'9.0 245.0 236.0 TW FG'8.7 254.5 245.8 TW FG'10.2 254.5 244.3 TW FG'6.2 254.5 248.3 TW FG'4.3 241.3 237.0 TW FG'0.8 245.6 244.8 TW FG'0.5 240.5 240.0 TW FG'6.0 248.0 242.0 TW FG'6.0 248.0 242.0 TW FG'6.0 249.0 243.0 TW FG'1.0 255.0 254.0 TW FG'6.0 244.0 238.0 A A B B A B A B A 245 245 25 0 255 260 26 0 26 0 265 26 5 24 6 2 4 6 24 7 24 7 24 8 249 251 25 2 253 254 256 25 7 25 8 259 26 1 261 26 1 26 2 263 26 3 264 26 4 26626 6 255 260 25 6 25 7 258 259 261 26 2 26 3 2 6 4 245 250 255 26 0 265 2 4 1 24 2 243 244 246 247 248 249 251 252 253 254 256 257 258 259 2 6 1 262 262 26 2 263 264 250 255 260 2 6 0 2 6 0 248 24 9 251 252 253 254 256 257 25 8 2 5 9 25 5 260 2 6 5 26 5 2 6 5 25 6 257 258 259 261 262 26 3 2 6 4 26 6 26 7 BUFFER LINE BUFFER LINE TW FG'3.0 243.0 240.0 TW FG'1.0 255.0 254.0 SW 1 7 5 T H C O U R T TW FG'11.0 245.7 234.7 TW FG'1.0 267.8 266.8 TW FG'8.8 240.8 232.0 TW FG'4.4 241.0 236.6 TW FG'1.5 241.1 239.6 TW FG'7.7 240.6 232.9 TW FG'4.1 240.8 236.7 TW FG'0.9 241.0 240.1 TW FG'10.6 240.4 229.8 54 56 57 58 59 55 65 67 66 71 70 69 68 72 TR A C T J TRACT V TRACT E 14 13 TRACT W 12 18 11 17 10 16 TRACT D 15 19 36 34 TRACT G 33 32 31 TRACT H 30 37 29 35 TRACT C TW FG'8.4 254.5 246.1 TW FG'11.2 254.5 243.3 245 TW FG'11.5 254.5 243.0 TW FG'10.2 254.5 244.3 TW FG'11.9 254.5 242.6 TW FG'1.0 254.5 253.5 TW FG'0.8 254.5 253.8 TW FG'8.4 252.0 243.6 TW FG'5.2 249.5 244.3 TW FG'8.1 252.0 243.9 TW FG'6.9 250.8 243.9 TW FG'0.5 243.6 243.1 TW FG'0.5 250.7 250.2 Slopes Table Number 1 2 3 Minimum Slope 0.00% 10.00% 20.00% Maximum Slope 9.99% 19.99% 100.00% Area 665857.00 34387.14 84173.85 Color 5.1" 6.7"1.7" VARIES 10.2" 10.0" 25.0" 5.0" 8.3" CIP CONC. WALL - LIGHT FINISHC ALL EXPOSED SIDES. 3/4" CHAMFER, TYP. FILTER FABRIC 3" PERFORATED PIE, SEE UTILITY PLAN FOR CONNECTION LOCATION #5 REBAR 16" OC. A MINIMUM OF 3" CLEAR FROM CONC. EDGES #5 REBAR A MINIMUM OF 3" CLEAR FROM CONC. EDGES #5 REBAR A MINIMUM OF 3" CLEAR FROM CONC. EDGES (3/4"-0) CRUSHED ROCK BASE, COMPACTED TO 95% COMPACT SUBGRADE TO 95% 4" THICK CONCRETE SIDEWALK EXPANSION JOINT 5 GRADING PLAN SCALE 1 INCH = 50 FEET 50 25 500 Construction Documents N: \ p r o j \ 3 9 5 - 0 2 9 \ 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 \ 3 9 5 0 2 9 . ( 5 ) G R A D . d w g - S H E E T : 5 Oc t . 1 7 , 1 6 - 10 : 4 2 A M Bo b 10/17/2016 ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design Polygon at West River Terrace 1ST SUBMITTAL DATE REVISIONS DATE DESCRIPTION EXPIRES: JUNE 30, 2018 10/17/2016 *SEE SHEETS 6.1-6.2 FOR LOT SECTIONS 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 EX 1-FT CONTOUR EX 5-FT CONTOUR PROPOSED RETAINING WALL LEGEND 187 185 FG 1-FT CONTOUR FG 5-FT CONTOUR 187 185 PROPOSED GEOGRID REINFORCEMENT TYPE A RETAINING WALLS - LOCK AND LOAD TYPE B RETAINING WALLS - CAST IN PLACE CONSTRUCTION NOTES BASED ON OUR REVIEW THE GRADING PLANS ARE IN ACCORDANCE WITH OUR GEOTECHNICAL RECOMMENDATIONS. ALL GRADING SHOULD CONDUCTED AS DESCRIBED IN THE GEOTECHNICAL REPORT FOR THE SITE. LOCK+LOAD RETAINING WALLS SHOULD ALSO BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE RETAINING WALL DESIGN MEMO FOR THE SITE. BY: GEODESIGN, INC WA S H I N G T O N C O U N T Y C A S E F I L E # 1 5 - 9 2 0 WALL NOT CONSTRUCTED WALL NOT CONSTRUCTED 220 230 240 250 260 270 220 230 240 250 260 270 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 TRACT M FINISH GRADE RETAINING WALL TR A C T L LOT 81 TR A C T K LOT 74 SW JEAN LOUISE ROAD LOT 117 TR A C T O EXISTING GRADE 2-YR STORM WATER ELEVATION=237.5' FREEBOARD ELEVATION=240.0' 25-YR STORM WATER ELEVATION=239.0' 6.5'8.00'3:1 MAX SLOPE 3:1 MAX SLOPE 3:1 MAX SLOPE POND BOTTOM =231.0 WATER QUALITY SWALE 2:1 MAX SLOPE 210 220 230 240 250 260 270 210 220 230 240 250 260 270 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 TRACT A SW UMBER SPRINGS LANE LOT 52 LOT 51 LOT 50 LOT 49 LOT 48 TR A C T I LOT 46 SW JEAN LOUISE ROAD LOT 125 TR A C T Q FINISH GRADE 2:1 MAX SLOPE EXISTING GRADE 240 250 260 270 240 250 260 270 0+00 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 LOT 93 SW 175TH AVENUE LOT 102 LOT 109 SW 174TH LOOP LOT 78 LOT 79 LOT 80 LOT 81 LOT 82 SW SABRINA AVENUE LOT 65 TR A C T J LOT 59 SW 172ND AVENUE LOT 48 TR A C T I LOT 42 SW 171ST AVENUE LOT 30 SW S I L E N T FO X TE R R A C E LOT 19 TR A C T B SW ROY ROGERS ROAD FINISH GRADEEXISTING GRADE 230 240 250 230 240 250 0+00 1+00 2+002+25 LOT 88 SW 175TH AVENUE LOT 86 FINISH GRADE 2:1 MAX SLOPE EXISTING GRADE 230 240 250 230 240 250 0+00 1+00 2+00 2+50 LOT 85 SW 174TH LOOP LOT 105 FINISH GRADE 2:1 MAX SLOPE EXISTING GRADE 225 230 240 250 260 225 230 240 250 260 0+00 1+00 2+00 3+00 4+00 LOT 106 SW 174TH LOOP TRACT M SW SABRINA AVENUE LOT 69 FINISH GRADE RETAINING WALL EXISTING GRADE RETAINING WALL 3:1 MAX SLOPE 2-YR STORM WATER ELEVATION=237.5' FREEBOARD ELEVATION=240.0' 25-YR STORM WATER ELEVATION=239.0' 6.5' POND BOTTOM =231.0 3:1 MAX SLOPE 230 240 250 260 230 240 250 260 0+00 1+00 1+50 TRACT A LOT 72 LOT 71 LOT 70 FINISH GRADE 2:1 MAX SLOPE EXISTING GRADE 220 230 240 250 260 220 230 240 250 260 0+00 1+00 2+00 TRACT A LOT 5 SW R O C K Y RA M B L E L A N E TR A C T D LO T 1 0 FINISH GRADE RETAINING WALL EXISTING GRADE 6 TYPICAL LOT SECTIONS Construction Documents N: \ p r o j \ 3 9 5 - 0 2 9 \ 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 \ 3 9 5 0 2 9 . ( 6 ) L O T S E C . d w g - S H E E T : 6 Oc t . 1 7 , 1 6 - 10 : 4 5 A M Bo b 10/17/2016 ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design Polygon at West River Terrace 1ST SUBMITTAL DATE REVISIONS DATE DESCRIPTION EXPIRES: JUNE 30, 2018 10/17/2016 SECTION 1 HORIZONTAL SCALE: 1" = 60', VERTICAL SCALE: 1" = 10' SECTION 2 HORIZONTAL SCALE: 1" = 60', VERTICAL SCALE: 1" = 10' SECTION 3 HORIZONTAL SCALE: 1" = 60', VERTICAL SCALE: 1" = 10' SECTION 4 HORIZONTAL SCALE: 1" = 60', VERTICAL SCALE: 1" = 10' SECTION 5 HORIZONTAL SCALE: 1" = 60', VERTICAL SCALE: 1" = 10' SECTION 6 HORIZONTAL SCALE: 1" = 60', VERTICAL SCALE: 1" = 10' SECTION 8 HORIZONTAL SCALE: 1" = 60', VERTICAL SCALE: 1" = 10' SECTION 7 HORIZONTAL SCALE: 1" = 60', VERTICAL SCALE: 1" = 10' W W SD SD SD SD SD SD SD SS SS SS SS S S S S S S SDLN SEE SHEET PUBLIC 9 9.1 SDLN SEE SHEET PUBLIC 1 9.1 SDLN SEE SHEET PUBLIC 1 9.2 SDLN SEE SHEET PUBLIC 1 9.2 SDLN SEE SHEET PUBLIC 1 9.3 SDLN SEE SHEET PUBLIC 3 10.1 SDLN SEE SHEET PUBLIC 3 10.2 SDLN SEE SHEET PUBLIC 10 11.1 SDLN SEE SHEET PUBLIC 1 11.2 SDLN SEE SHEET PUBLIC 3 12 SDLN SEE SHEET PUBLIC 11 13.1 SDLN SEE SHEET PUBLIC 5 13.2 SDLN SEE SHEET PUBLIC 12 14.1 SDLN SEE SHEET PUBLIC 6 14.2 SDLN SEE SHEET PUBLIC 13 15.1 SDLN SEE SHEET PUBLIC 7 15.2 SDLN SEE SHEET PUBLIC 2 17.1 SDLN SEE SHEET PUBLIC 1 20.1 SDLN SEE SHEET PUBLIC POND 22 S D S D S D S D S D S D S D S D S D S D S D S D SD SD SD SD SD S D S D S D S D S D S D S D S D S D SD SD SD SD S D S D S D S D S D 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 S S S S S S S S S S S S S S SS S S S S SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS S S S S S S S S SS SS SS SS SSLN SEE SHEET PUBLIC A 23.3 SSLN SEE SHEET PUBLIC B 30 SSLN SEE SHEET PUBLIC B 31.1 SSLN SEE SHEET PUBLIC C 28.2 SW JEAN LOUISE ROAD SW S A B R I N A A V E N U E SW 1 7 4 T H L O O P SW 1 7 5 T H A V E N U E SW UMBER SPRINGS LANE SW 1 7 1 S T A V E N U E SW 1 7 2 N D A V E N U E SW RO C K Y R A M B L E L A N E SW R O Y R O G E R S R O A D ( C . R . N O . 3 1 5 0 ) SW S I L E N T F O X T E R R A C E SSLN SEE SHEET PUBLIC G 26 SDMH #3B SDMH #1C SDMH #15C SDMH #3A SDMH #15A SDMH #12A SDMH #11A SDMH #13A SDMH #1G SDMH #1H SDMH #1I SDMH #7A SDMH #1FSDMH #3D SDMH #3E SDMH #10A SDMH #1D SDMH #6A SDMH #9A SDMH #5A SDMH #2J SDMH #3C SDMH #2H SDMH #2F SDMH #1A SDMH #4A SSMH #N1 SSMH #B6 SSMH #B4 S D S D S D SD SD SD SD S D S D S D SD SD SD SS SS SS SS SS SS SS S S S S S S S S S S S S S S S S S S SSMH #M1 SDMH #2B SDMH #2C SDLN SEE SHEET PUBLIC 2 19.2 SDMH #2GSDLN SEE SHEET PUBLIC 2 16 SDMH #8A SDMH #1J SDLN SEE SHEET PUBLIC 8 17.2 SSMH #H2 S D SDMH #1B SSMH #A9 SSMH #G3 SSMH #F1 SSMH #G2 SSMH #B1 SSMH #B2 SSMH #B3 SSMH #C1 SSMH #D1 SSMH #E1 SSMH #B5 SSMH #A15 SSMH #A13 SSMH #L1 SSMH #K1SSMH #J1 SSMH #I3 SSMH #I2 SSMH #G1 SSMH #I1 SSMH #A10 SSMH #A12 SSMH #A11 SSMH #H1 SDMH #1E SSMH #A8 SDLN SEE SHEET PUBLIC 4 10.2 SSLN SEE SHEET PUBLIC H 24.2 SSLN SEE SHEET PUBLIC I 23.1 SSLN SEE SHEET PUBLIC G 25.2 SSLN SEE SHEET PUBLIC J 24.1 SSLN SEE SHEET PUBLIC K 25.1 SSLN SEE SHEET PUBLIC F 33 SSLN SEE SHEET PUBLIC A 27.2 SDLN SEE SHEET PUBLIC 1 13.2 SSLN SEE SHEET PUBLIC L 27.1 SSLN SEE SHEET PUBLIC B 32 SSLN SEE SHEET PUBLIC A 23.2 SSLN SEE SHEET PUBLIC M 28.1 SSLN SEE SHEET PUBLIC N 29.1 SSLN SEE SHEET PUBLIC D 29.2 SSLN SEE SHEET PUBLIC E 31.2 S D SD SD SDLN SEE SHEET PUBLIC 15 22 SDMH #2I SDMH #15B SDMH #2E SDMH #2D 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 SW 1 7 5 T H C O U R T W W W W W W W W W W W W W W W S D S S S S S S S S SS SSMH #A14 8 COMPOSITE UTILITY PLAN SCALE 1 INCH = 50 FEET 50 25 500 Construction Documents N: \ p r o j \ 3 9 5 - 0 2 9 \ 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 \ 3 9 5 0 2 9 . ( 8 ) C O M P . d w g - S H E E T : 8 Oc t . 1 7 , 1 6 - 10 : 4 7 A M Bo b 10/17/2016 ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design Polygon at West River Terrace 1ST SUBMITTAL DATE REVISIONS DATE DESCRIPTION EXPIRES: JUNE 30, 2018 10/17/2016 PROPOSED THRUST BLOCK EX 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 EX GAS VALVE EX CABLE RISER EX TELEPHONE RISERTR C HY D DYH D C D S C S XCOM XE XW XG LEGEND XOH XSD SS W XSS SD SW 1 7 4 T H L O O P SW 1 7 5 T H A V E N U E SW JEAN LOUISE ROAD S D S S SD SD SS S D SD SD SS SD SS SD SS SS S D S D S S S D S S 9+0010+0011+0012+0013+00 14 + 0 0 15 + 0 0 14 + 0 0 15 + 0 0 SD SD SD SD SD SD SD SD SD SD SD SD SD SS SS SS SS SS SS SS S S S S S S S S S S S S S S S S S S S S SS SS SS SS SS SS SS S S 8 + 0 0 7 + 0 0 8+00 1 + 0 0 SDMH 9A SDMH 3D SDMH 1D 8.00' PUE 8.00' PUE 2 (TYP) 1 1C SDLN-9 1D SDLN-1 SD L N - 1 SD L N - 3 SD L N - 3 SD L N - 1 0 3B SDCI 9A.2 3A SDCI 9A.1 3D 3E SDCI 1E.2 SDCI 1E.1 2 1A 1A 1A1A 2 S D S D S D 1C SDMH 1E SD S D S D S D S D SDCI 3D.1 SDCI 3D.2 SDCI 3D.3 3C SDCI 1D.1 SDCI 1D.2 (TYP) (TYP) (TYP) (TYP) 1+001+59 8.00' PUE 8.00' PUE 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 114 115 99 11296 95 100 111 77 76 #06D174C #06D172 #06D173C #06D170C #06D169C #06D168 #06D202C #06D175 #06D177C #06D176C #06D181C #06D180C #06D179 SDCI 1E.1 8+92.67, 18.50' R (JEAN LOUISE) RIM/TC = 260.31 10" IE OUT = 255.48 21.50 LF (PVC) @S=0.0389 SDCI 1E.2 8+92.67, 18.50' L (JEAN LOUISE) RIM/TC = 260.31 10" IE OUT = 255.48 15.50 LF (PVC) @S=0.0540 SDCI 9A.1 12+60.23, 18.51' R (JEAN LOUISE) RIM/TC = 258.75 10" IE OUT = 253.88 21.51 LF (PVC) @S=0.0221 SDCI 9A.2 12+60.57, 18.52' L (JEAN LOUISE) RIM/TC = 258.82 10" IE OUT = 253.87 15.52 LF (PVC) @S=0.0306 SDCI 3D.3 11+67.30, 18.57' R (JEAN LOUISE) RIM/TC = 260.11 10" IE OUT = 255.27 40.43 LF (PVC) @S=0.0806 259.30 259.36 260.60 254.72 255.24 0.0372 0.0772 25.41 11.61 0.0665 0.1111 10" SD 0.74' CLR 235 240 250 260 270 235 240 250 260 270 8+759+0010+0011+0012+0013+0013+35 58.81 LF 12" (PVC) @ S=0.0221 1.00% 1.00% -2.00% -2.01%1.00% PV I S T A = 9 + 7 1 . 5 0 EL E V = 2 6 0 . 9 6 PV I S T A = 1 2 + 0 4 . 5 0 EL E V = 2 5 9 . 9 9 PV I S T A = 1 3 + 2 7 . 7 8 EL E V = 2 5 9 . 8 5 LOW PT STA: 8+93.04 LOW PT ELEV: 260.28 PVI STA:8+87.65 PVI ELEV:260.13 K:20.00 LVC:50.66 EV C S : 9 + 1 2 . 9 8 EV C E : 2 6 0 . 3 8 LOW PT STA: 12+60.40 LOW PT ELEV: 259.27 PVI STA:12+50.34 PVI ELEV:259.07 K:20.00 LVC:60.23 BV C S : 1 2 + 2 0 . 2 2 BV C E : 2 5 9 . 6 8 EV C S : 1 2 + 8 0 . 4 6 EV C E : 2 5 9 . 3 8 HIGH PT STA: 10+79.53 HIGH PT ELEV: 261.89 PVI STA:10+94.53 PVI ELEV:262.19 K:30.00 LVC:90.00 BV C S : 1 0 + 4 9 . 5 3 BV C E : 2 6 1 . 7 4 EV C S : 1 1 + 3 9 . 5 3 EV C E : 2 6 1 . 2 9 CLASS 'B' GRANULAR BACKFILL & BEDDINGCLASS 'B' GRANULAR BACKFILL & BEDDING 8" DI WATER FINISH GRADE @ STREET CENTERLINE EXISTING GROUND @ STREET CENTERLINE 75.83 LF 12" (PVC) @ S=0.0090 EN D S T R E E T C O N S T R U C T I O N ST A = 1 3 + 1 8 . 3 3 ( J E A N L O U I S E ) EL E V = 2 5 9 . 7 6 IN T E R S E C T I O N ST A = 1 4 + 2 9 . 0 1 ( 1 7 5 T H ) ( J E A N L O U I S E ) IN T E R S E C T I O N ST A = 1 4 + 2 9 . 0 1 ( 1 7 4 T H ) ( J E A N L O U I S E ) 10" SD 0.82' CLR SD M H 9 A ST A = 1 2 + 6 0 . 3 1 , 3 . 0 0 ' L (J E A N L O U I S E ) 10 " I E I N = 2 5 3 . 4 0 ( N ) 10 " I E I N = 2 5 3 . 4 0 ( S ) 12 " I E O U T = 2 5 3 . 2 0 ( E ) ST A = 1 + 5 8 . 8 1 ( S D L N - 9 ) RI M = 2 5 9 . 2 0 SD M H 3 D ST A = 1 2 + 0 1 . 5 0 , 3 . 0 0 ' L (J E A N L O U I S E ) 12 " I E I N = 2 4 8 . 2 5 ( S ) 12 " I E I N = 2 5 1 . 9 0 ( W ) 10 " I E I N = 2 5 2 . 0 2 ( N E ) 10 " I E I N = 2 5 2 . 0 2 ( S W ) 10 " I E I N = 2 5 1 . 3 4 ( S ) 12 " I E O U T = 2 4 8 . 0 5 ( N ) ST A = 1 + 0 0 . 0 0 ( S D L N - 9 ) ST A = 8 + 4 1 . 5 0 ( S D L N - 3 ) RI M = 2 5 9 . 9 7 SD M H 1 D ST A = 9 + 6 8 . 5 0 , 3 . 0 0 ' L (J E A N L O U I S E ) 12 " I E I N = 2 5 0 . 0 5 ( E ) 12 " I E I N = 2 5 1 . 0 0 ( S ) 10 " I E I N = 2 5 4 . 8 9 ( S W ) 10 " I E I N = 2 5 3 . 0 6 ( S ) 12 " I E O U T = 2 4 9 . 8 5 ( N ) ST A = 7 + 2 4 . 9 7 ( S D L N - 1 ) ST A = 1 + 0 0 . 0 0 ( S D L N - 1 0 ) RI M = 2 6 0 . 8 5 SD M H 1 E ST A = 8 + 9 2 . 6 7 , 3 . 0 0 ' L (J E A N L O U I S E ) 12 " I E I N = 2 5 0 . 9 4 ( E ) 10 " I E I N = 2 5 4 . 6 4 ( N ) 10 " I E I N = 2 5 4 . 6 4 ( S ) 12 " I E O U T = 2 5 0 . 7 4 ( W ) ST A = 8 + 0 0 . 8 0 ( S D L N - 1 ) RI M = 2 6 0 . 2 1 STA:12+61.24 ELEV:253.64 25 3 . 0 9 25 2 . 8 9 25 9 . 7 6 24 7 . 9 2 25 1 . 2 8 25 1 . 6 0 25 1 . 6 6 24 7 . 7 4 24 9 . 4 0 25 0 . 2 6 25 4 . 5 3 25 2 . 6 1 24 9 . 2 6 25 0 . 3 1 25 3 . 7 9 25 3 . 9 5 24 9 . 9 6 8+ 0 1 . 4 3 8+ 9 2 . 1 4 , 6 . 9 1 ' L 0.0274 0.0073 76.46 #0 6 D 1 7 9 #0 6 D 1 7 5 #0 6 D 1 6 8 #0 6 D 1 7 2 2.50% TRAVEL 17' SWTRAVEL 17' 6' 58' R.O.W. 34' PAVEMENT LC R/W N.T.S. COLLECTOR ROAD - SW JEAN LOUISE ROAD PUE 8' PLANT. 5' 2.50% R/W PUE 8' PLANT. 5' SW 6' 2 DTL16' WIDE CONCRETE SIDEWALK PER DETAIL 120, SHEET DTL1. CONCRETE CURB AND GUTTER PER DETAIL 126, SHEET DTL1. PAVEMENT SECTION 5:1 MA X .5:1 MAX. B 0.50'0.50'0.50' CURB 0.50' CURB SDMH 3D PLAN SDMH 3D ROLLOUT DETAIL 248.00 250.00 255.00 1.54' 2.92' 1.85' 0.24' 3.73' 0.11' 1.13' 12" OUT N IE: 248.05 10" IN NE IE: 252.02 10" IN S IE: 251.34 12" IN S IE: 248.25 10" IN SW IE: 252.02 12" IN W IE: 251.90 60" SD 3D RIM: 259.97 12" OUT N IE: 248.05 10" IN NE IE: 252.02 10" IN S IE: 251.34 12" IN S IE: 248.25 10" IN SW IE: 252.02 12" IN W IE: 251.90 247.92247.74 251.60 251.66 251.28 247.92 247.74 251.28 251.60 251.66 259.76 #06D168 SDMH 1D PLAN SDMH 1D ROLLOUT DETAIL 249.00 250.00 255.00 60" SD 1D RIM: 260.86 5.77' 2.92' 2.19' 0.24'0.11' 12" OUT N IE: 249.85 10" IN S IE: 253.06 10" IN SW IE: 254.89 12" IN S IE: 251.00 12" IN E IE: 250.05 1.22' 1.85' 12" OUT N IE: 249.85 12" IN E IE: 250.05 10" IN S IE: 253.06 12" IN S IE: 251.00 10" IN SW IE: 254.89 256.00 249.26 250.26 254.53 252.61 249.40 249.40 249.26 250.26 254.53 252.61 #06D175 9.1 SW JEAN LOUISE RD STREET & STORM PLAN & PROFILE SCALE 1 INCH = 20 FEET 20 10 200 Construction Documents N: \ p r o j \ 3 9 5 - 0 2 9 \ 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 \ 3 9 5 0 2 9 . ( 9 ) S T - J E A N L O U I S E . d w g - S H E E T : 9. 1 Oc t . 1 7 , 1 6 - 10 : 5 0 A M Bo b 10/17/2016 ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design Polygon at West River Terrace 1ST SUBMITTAL DATE REVISIONS DATE DESCRIPTION KEY MAP EXPIRES: JUNE 30, 2018 JEAN LOUISE RD 17 4 T H L O O P 17 2 N D A V E 17 1 S T A V E RO Y R O G E R S R D 17 5 T H A V E SA B R I N A A V E UMBER SPRINGS 10/17/2016 SW JEAN LOUISE RD - PROFILE HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 5' SW JEAN LOUISE RD - PLAN SCALE: 1" = 20' STORM LATERAL TABLE LOT#STATION LENGTH SLOPE I.E.MAT. 76 7+94.47 SDLN-1 40.00 0.0879 254.33 D3034 77 6+84.97 SDLN-1 40.00 0.1071 254.10 D3034 114 7+64.85 SDLN-1 34.00 0.1719 256.39 D3034 115 7+91.47 SDLN-1 34.00 0.1822 256.98 D3034 INLET DATA: 3A GENERAL NOTES: 1.CONSTRUCT SW JEAN LOUISE RD PER TYPICAL STREET SECTION B, THIS SHEET. 2.REFER TO CR SHEETS FOR CURB RETURN INFORMATION. 3.ITALIC STATION LABELS INDICATE PIPE STATIONING. 4.ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE NOTED. LEGEND: SIDEWALK BUILT BY DEVELOPMENT SIDEWALK BUILT BY HOME BUILDER 3B 3C 3D INSTALL STORM MANHOLE PER CWS DWG NO. 010. INSTALL 60" STORM MANHOLE W/ INSIDE DROP PER CWS DWG NO. 010, SHEET DTL3 AND DWG NO. 080, SHEET DTL6. INSTALL 60" STORM MANHOLE W/ INSIDE DROP PER CWS DWG NO. 010, SHEET DTL3 AND DWG NO. 090, SHEET DTL6. INSTALL 4" PVC STORM SEWER LATERAL @ S=0.0200 MIN. PER CWS DWG NO. 520. SEE TABLE, THIS SHEET, FOR LATERAL INFORMATION. INSTALL INLET CATCH BASIN (CG-30) PER CWS DWG NO. 330. SEE TABLE, THIS SHEET, FOR CATCH BASIN INFORMATION. STORM NOTES: 1 2 3 STREET NOTES: INSTALL STANDARD ADA ACCESSIBLE RAMP PER DETAIL 3, SHEET DTL1. INSTALL MONUMENT BOX TYPE PER DETAIL 170, SHEET DTL2. 1A 2 175TH AVE SEE SHEET 10.1 175TH AVE SEE SHEET 10.2 174TH LP SEE SHEET 11.1 174TH LP SEE SHEET 11.2 JE A N L O U I S E R D SE E S H E E T 9 . 2 3E 1C 1D 7+96.0 45.4 0.0955 254.6 6+82.5 37.6 0.1450 254.9 36.6 0.1969 257.2 7+93.0 33.4 0.1611 255.6 SW JEAN LOUISE ROAD SW S A B R I N A A V E N U E SW 1 7 2 N D A V E N U E SD SS SS SD SS SD SS SS S S S D S D S S S S S D SD SS SS SD SS SS SD SS SS SD SS SS SD SS SS S D S S S D S S S D S S S D S D S S SD SS SS S S S D S S 5+006+007+008+00 14 + 0 0 15 + 0 0 14 + 0 0 15 + 0 0 S D S D S D S D S D S D S D S D S D S D S D S D S D SD SD SD SD SD SD S D S D S D S D S D S D 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 9+00 10+00 11+00 12+001 + 0 0 SDMH 1F SDMH 1G SDLN-1 1D 2 (TYP) 2 (TYP) 8.00' PUE 8.00' PUE 8.00' PUE 1C SD L N - 1 1 SD L N - 1 2 8.00' PUE S D S D S D S D SDCI 1F.2 SDCI 1F.1 SDCI 1G.1 SDCI 1G.2 1A 1A 2 1A 2 SD SDCI 1F.3 3A (TYP) (TYP) 1A (TYP) (TYP) 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 1 + 0 0 124116120118117123122121119 477574736061626364 125 #06D184C #06D185C #06D182 #06D183C #06D188C #06D189C #06D187 235 240 250 260 270 280 235 240 250 260 270 280 4+255+006+007+008+008+75 158.17 LF 12" (PVC) @ S=0.0092 234.00 LF 12" (PVC) @ S=0.0073 230.00 LF 12" (PVC) @ S=0.0050 -1.54% -1.50% -1.48% PV I S T A = 5 + 0 3 . 5 0 EL E V = 2 6 5 . 9 0 PV I S T A = 7 + 3 7 . 5 0 EL E V = 2 6 2 . 4 3 LOW PT STA: 8+93.04 LOW PT ELEV: 260.28 PVI STA:8+87.65 PVI ELEV:260.13 K:20.00 LVC:50.66 BV C S : 8 + 6 2 . 3 2 BV C E : 2 6 0 . 5 2 HIGH PT STA: 3+98.39 HIGH PT ELEV: 267.15 PVI STA:3+94.82 PVI ELEV:267.53 K:28.85 LVC:93.93 EV C S : 4 + 4 1 . 7 8 EV C E : 2 6 6 . 8 3 CLASS 'B' GRANULAR BACKFILL & BEDDING 8" DI WATER FINISH GRADE @ STREET CENTERLINE EXISTING GROUND @ STREET CENTERLINE IN T E R S E C T I O N ST A = 1 4 + 2 9 . 0 1 ( S A B R I N A ) ( J E A N L O U I S E ) IN T E R S E C T I O N ST A = 1 4 + 2 9 . 0 1 ( 1 7 2 N D ) ( J E A N L O U I S E ) SD M H 1 F ST A = 7 + 3 4 . 5 0 , 3 . 0 0 ' L (J E A N L O U I S E ) 12 " I E I N = 2 5 2 . 5 9 ( E ) 12 " I E I N = 2 5 2 . 5 9 ( S ) 10 " I E I N = 2 5 4 . 6 9 ( S W ) 10 " I E I N = 2 5 6 . 5 2 ( S E ) 10 " I E I N = 2 5 4 . 6 9 ( N E ) 12 " I E O U T = 2 5 2 . 3 9 ( W ) ST A = 9 + 5 8 . 9 7 ( S D L N - 1 ) ST A = 1 + 0 0 . 0 0 ( S D L N - 1 1 ) RI M = 2 6 2 . 3 9 SD M H 1 G ST A = 5 + 0 0 . 5 0 , 3 . 0 0 ' L (J E A N L O U I S E ) 12 " I E I N = 2 5 4 . 5 0 ( E ) 10 " I E I N = 2 5 8 . 1 1 ( S W ) 12 " I E I N = 2 5 4 . 5 0 ( S ) 10 " I E I N = 2 5 8 . 1 1 ( S ) 12 " I E O U T = 2 5 4 . 3 0 ( W ) ST A = 1 1 + 9 2 . 9 7 ( S D L N - 1 ) ST A = 1 + 0 0 . 0 0 ( S D L N - 1 2 ) RI M = 2 6 5 . 8 6 20" DI WATER 25 2 . 3 7 25 2 . 3 2 25 5 . 0 1 25 5 . 3 4 26 5 . 9 8 25 4 . 2 6 25 4 . 3 6 25 4 . 1 1 9+ 5 9 . 1 2 11 + 9 3 . 1 2 157.69 0.0132 0.0074 0.0052 #0 6 D 1 8 7 #0 6 D 1 8 2 SDCI 1F.3 6+96.30, 18.57' R (JEAN LOUISE) RIM/TC = 262.41 10" IE OUT = 257.58 43.87 LF (PVC) @S=0.0660 262.99 257.24 0.0433 SDMH 1F PLAN SDMH 1F ROLLOUT DETAIL 252.00 255.00 60" SD 1F RIM: 262.40 5.59' 0.41' 1.96' 0.13'0.44' 1.64' 12" OUT N IE: 252.39 12" IN S IE: 252.59 12" IN E IE: 252.59 10" IN NE IE: 254.69 10" IN SW IE: 254.69 10" IN SE IE: 256.52 12" OUT N IE: 252.39 10" IN NE IE: 254.69 12" IN E IE: 252.59 10" IN SE IE: 256.52 12" IN S IE: 252.59 10" IN SW IE: 254.691.50'1.52' 259.00 252.37 252.32 255.34 255.01 252.37 252.32 255.34 255.01 #06D182 SDMH 1G PLAN SDMH 1G ROLLOUT DETAIL 254.00 255.00 60" SD 1G RIM: 265.87 261.00 6.85' 2.19' 0.11'0.23' 1.84' 12" OUT W IE: 254.30 12" IN E IE: 254.50 12" IN S IE: 254.50 10" IN SW IE: 258.11 10" IN S IE: 258.11 260.00 12" OUT W IE: 254.30 12" IN E IE: 254.50 10" IN S IE: 258.11 12" IN S IE: 254.50 10" IN SW IE: 258.11 1.11' 254.11 254.26 254.36 254.11 254.26 254.36 265.98 #06D187 9.2 SW JEAN LOUISE RD STREET & STORM PLAN & PROFILE SCALE 1 INCH = 20 FEET 20 10 200 Construction Documents N: \ p r o j \ 3 9 5 - 0 2 9 \ 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 \ 3 9 5 0 2 9 . ( 9 ) S T - J E A N L O U I S E . d w g - S H E E T : 9. 2 Oc t . 1 7 , 1 6 - 10 : 5 1 A M Bo b 10/17/2016 ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design Polygon at West River Terrace 1ST SUBMITTAL DATE REVISIONS DATE DESCRIPTION KEY MAP EXPIRES: JUNE 30, 2018 JEAN LOUISE RD 17 4 T H L O O P 17 2 N D A V E 17 1 S T A V E RO Y R O G E R S R D 17 5 T H A V E SA B R I N A A V E UMBER SPRINGS 10/17/2016 SW JEAN LOUISE RD - PROFILE HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 5' SW JEAN LOUISE RD - PLAN SCALE: 1" = 20' STORM LATERAL TABLE LOT#STATION LENGTH SLOPE I.E.MAT. 47 12+44.47 SDLN-1 40.00 0.1066 259.27 D3034 60 11+35.47 SDLN-1 40.00 0.1150 258.73 D3034 61 11+01.47 SDLN-1 40.00 0.1037 258.03 D3034 62 10+67.47 SDLN-1 40.00 0.0924 257.33 D3034 63 10+36.12 SDLN-1 40.00 0.0819 265.68 D3034 64 10+00.97 SDLN-1 40.00 0.0701 255.95 D3034 73 8+97.47 SDLN-1 40.00 0.0583 254.41 D3034 74 8+63.47 SDLN-1 40.00 0.0654 254.38 D3034 75 8+29.47 SDLN-1 40.00 0.0709 254.29 D3034 LEGEND: SIDEWALK BUILT BY DEVELOPMENT SIDEWALK BUILT BY HOME BUILDERJE A N L O U I S E R D SE E S H E E T 9 . 1 INSTALL STORM MANHOLE PER CWS DWG NO. 010. INSTALL 60" STORM MANHOLE W/ INSIDE DROP PER CWS DWG NO. 010, SHEET DTL3 AND DWG NO. 080, SHEET DTL6. INSTALL 60" STORM MANHOLE W/ INSIDE DROP PER CWS DWG NO. 010, SHEET DTL3 AND DWG NO. 090, SHEET DTL6. INSTALL 4" PVC STORM SEWER LATERAL @ S=0.0200 MIN. PER CWS DWG NO. 520. SEE TABLE, THIS SHEET, FOR LATERAL INFORMATION. INSTALL INLET CATCH BASIN (CG-30) PER CWS DWG NO. 330. SEE TABLE, THIS SHEET, FOR CATCH BASIN INFORMATION. STORM NOTES: 1 2 3 STREET NOTES: INSTALL STANDARD ADA ACCESSIBLE RAMP PER DETAIL 3, SHEET DTL1. INSTALL MONUMENT BOX TYPE PER DETAIL 170, SHEET DTL2. 1A 2 SABRINA AVE SEE SHEET 13.1 SABRINA AVE SEE SHEET 13.2 172ND AVE SEE SHEET 14.1 172ND AVE SEE SHEET 14.2 JE A N L O U I S E R D SE E S H E E T 9 . 3 INLET DATA: 3A STORM LATERAL TABLE LOT#STATION LENGTH SLOPE I.E.MAT. 116 8+26.47 SDLN-1 34.00 0.1854 257.73 D3034 117 8+60.47 SDLN-1 34.00 0.2004 258.55 D3034 118 8+94.47 SDLN-1 34.00 0.2156 259.38 D3034 119 10+03.97 SDLN-1 34.00 0.1880 259.56 D3034 120 10+30.47 SDLN-1 34.00 0.1914 259.87 D3034 121 10+64.47 SDLN-1 34.00 0.1959 260.27 D3034 122 10+98.47 SDLN-1 34.00 0.2000 260.66 D3034 123 11+32.47 SDLN-1 34.00 0.2042 261.05 D3034 124 12+36.47 SDLN-1 34.00 0.1830 261.19 D3034 GENERAL NOTES: 1.CONSTRUCT SW JEAN LOUISE RD PER TYPICAL STREET SECTION B, SHEET 9.1. 2.REFER TO CR SHEETS FOR CURB RETURN INFORMATION. 3.ITALIC STATION LABELS INDICATE PIPE STATIONING. 4.ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE NOTED. 1C 1D 12+46.5 41.5 0.1388 260.6 10+68.0 11+03.0 41.0 0.1091 258.5 40.3 0.1183 258.5 40.6 0.1148 258.2 9+01.5 41.0 0.1145 258.0 40.9 0.1523 259.2 44.2 0.0627 254.7 8+64.5 8+31.5 42.7 0.0853 255.1 44.7 0.0801 254.6 8+24.0 32.8 0.1627 256.3 8+58.5 8+93.0 32.5 0.1331 255.7 32.8 0.1313 256.2 35.4 0.1486 258.3 34.9 0.1612 258.9 34.9 0.1553 258.9 35.2 0.1921 260.5 11+34.5 12+35.0 35.0 0.1808 260.3 35.0 0.1891 261.4 SW 1 7 1 S T A V E N U E SW R O Y R O G E R S R O A D ( C . R . N O . 3 1 5 0 ) SS SS SD SS SS SD SS SS SD SD SS SS S S S D S D S S S D S S S D S S SS SS SD SS SS SS SS SS SS SD SS SS SD SS SS SS SS SS SS SS SS SD S D S S S S S S S S S D S S S D S S S S S S S D S S 0+00 1+002+003+004+00 14 + 0 0 15 + 0 0 11 + 0 0 12 + 0 0 S D S D S D S D S D S D S D S D SW JEAN LOUISE ROAD S D S D S D S D S D S D S D SD SD SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS 13+00 14+00 15+00 16+00 1 7 + 0 0 SDMH 1H SDMH 1I SDLN-1 SD L N - 1 3 1D 1 2 (TYP) 2 (TYP) 8.00' PUE 8.00' PUE S D S D S D S D SD 1A 1A 1A 9B 9A 1 SDCB 1I.1 SDCB 1I.2 SDMH 1J SDCI 1H.2 SDCI 1H.1 2 (TYP) (TYP) (TYP) 6 W W W W W W W W W W W W W W W W W W W W W 1 + 0 0 W W W 130 131 132 133 TRACT R 134 135129 136 128127126125 137 46 45 44 43 242526 202721282223TRACT F S S S S S S SS SS SS #06D192C #06D193C #06D191 #06D196C#06D195 #06D198 #06D197C 235 240 250 260 270 280 235 240 250 260 270 280 -0+250+001+002+003+004+004+25 230.00 LF 12" (PVC) @ S=0.0050 191.84 LF 12" (PVC) @ S=0.0050 -2.00% 1.48% 1.75% 2.80%-2.50% PV I S T A = 2 + 7 3 . 5 0 EL E V = 2 6 5 . 4 1 LOW PT STA: 0+78.65 LOW PT ELEV: 262.68 PVI STA:0+75.00 PVI ELEV:262.47 K:14.00 LVC:48.70 BV C S : 0 + 5 0 . 6 5 BV C E : 2 6 2 . 9 6 EV C S : 0 + 9 9 . 3 5 EV C E : 2 6 2 . 8 3 HIGH PT STA: 3+98.39 HIGH PT ELEV: 267.15 PVI STA:3+94.82 PVI ELEV:267.53 K:28.85 LVC:93.93 BV C S : 3 + 4 7 . 8 6 BV C E : 2 6 6 . 7 1 CLASS 'B' GRANULAR BACKFILL & BEDDING 20" DI WATER FINISH GRADE @ STREET CENTERLINE EXISTING GROUND @ STREET CENTERLINE IN T E R S E C T I O N ST A = 1 4 + 2 9 . 0 1 ( 1 7 1 S T ) ( J E A N L O U I S E ) BE G I N S T R E E T C O N S T R U C T I O N ST A = 0 + 1 8 . 3 1 ( J E A N L O U I S E ) EL E V = 2 6 3 . 7 0 IN T E R S E C T I O N ST A = - 0 + 0 0 . 1 9 ( J E A N L O U I S E ) ST A = 1 1 + 2 8 . 8 2 ( R O Y R O G E R S ) EL E V = 2 6 4 . 1 6 41.40 LF 12" (PVC) @ S=0.0050 SD M H 1 H ST A = 2 + 7 0 . 5 0 , 3 . 0 0 ' L (J E A N L O U I S E ) 12 " I E I N = 2 5 5 . 8 5 ( E ) 10 " I E I N = 2 5 9 . 7 5 ( S ) 12 " I E I N = 2 5 5 . 8 5 ( S ) 10 " I E I N = 2 5 8 . 1 1 ( S ) 12 " I E O U T = 2 5 5 . 6 5 ( W ) ST A = 1 4 + 2 2 . 9 7 ( S D L N - 1 ) ST A = 1 + 0 0 . 0 0 ( S D L N - 1 3 ) RI M = 2 6 5 . 3 0 SD M H 1 I ST A = 0 + 7 8 . 6 6 , 3 . 0 0 ' L (J E A N L O U I S E ) 12 " I E I N = 2 5 7 . 0 1 ( E ) 10 " I E I N = 2 5 7 . 0 1 ( N ) 10 " I E I N = 2 5 7 . 6 2 ( S ) 12 " I E O U T = 2 5 6 . 8 1 ( W ) ST A = 1 6 + 1 4 . 8 1 ( S D L N - 1 ) RI M = 2 6 2 . 6 1 SD M H 1 J ST A = 0 + 3 7 . 2 6 , 3 . 0 0 ' L (J E A N L O U I S E ) 12 " I E I N = 2 5 7 . 4 2 ( S ) 12 " I E O U T = 2 5 7 . 2 2 ( W ) ST A = 1 6 + 5 6 . 2 1 ( S D L N - 1 ) RI M = 2 6 3 . 0 2 12" SD 0.60' CLR 10" SD 0.55' CLR 6" SD 0.68' CLR 6" SD 1.10' CLR 25 5 . 5 5 25 7 . 6 0 25 5 . 6 5 25 7 . 8 2 25 5 . 4 5 25 7 . 3 6 25 7 . 3 6 25 6 . 6 3 NO T I N S T A L L E D Y E T 25 7 . 6 3 14 + 2 3 . 1 2 16 + 1 4 . 9 6 26 3 . 2 0 16 + 5 6 . 3 5 0.0052 0.0056 0.0063 #0 6 D 1 9 8 #0 6 D 1 9 5 #0 6 D 1 9 1 SDCB 1I.1 0+78.66, 22.00' R (JEAN LOUISE) RIM = 262.11 10" IE OUT = 257.58 25.00 LF (PVC C900) @S=0.0229 SDCB 1I.2 0+78.66, 22.00' L (JEAN LOUISE) RIM = 262.11 10" IE OUT = 257.98 19.00 LF (PVC C900) @S=0.0188 262.48 257.23 0.0088 262.50 258.45 0.0574 SDMH 1H PLAN SDMH 1H ROLLOUT DETAIL 255.00 60" SD 1H RIM: 265.29262.00 260.00 6.85' 2.31' 0.24' 2.01' 12" OUT W IE: 255.65 12" IN E IE: 255.85 12" IN S IE: 255.85 10" IN SW IE: 259.75 10" IN SW IE: 258.11 1.51' 1.36' 12" OUT W IE: 255.65 12" IN E IE: 255.85 10" IN SW IE: 258.11 12" IN S IE: 255.85 10" IN SW IE: 259.75 0.06' 255.45 255.55 255.65 257.82 257.60 255.45 255.55 255.65 #06D191 9.3 SW JEAN LOUISE RD STREET & STORM PLAN & PROFILE SCALE 1 INCH = 20 FEET 20 10 200 Construction Documents N: \ p r o j \ 3 9 5 - 0 2 9 \ 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 \ 3 9 5 0 2 9 . ( 9 ) S T - J E A N L O U I S E . d w g - S H E E T : 9. 3 Oc t . 1 7 , 1 6 - 10 : 5 1 A M Bo b 10/17/2016 ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design Polygon at West River Terrace 1ST SUBMITTAL DATE REVISIONS DATE DESCRIPTION KEY MAP EXPIRES: JUNE 30, 2018 JEAN LOUISE RD 17 4 T H L O O P 17 2 N D A V E 17 1 S T A V E RO Y R O G E R S R D 17 5 T H A V E SA B R I N A A V E UMBER SPRINGS 10/17/2016 SW JEAN LOUISE RD - PROFILE HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 5' SW JEAN LOUISE RD - PLAN SCALE: 1" = 20' STORM LATERAL TABLE LOT#STATION LENGTH SLOPE I.E.MAT. 20 16+25.94 SDLN-1 40.86 0.0200 258.13 D3034 23 15+62.45 SDLN-1 40.00 0.0200 257.60 D3034 24 15+36.55 SDLN-1 40.00 0.0280 257.79 D3034 28 14+65.97 SDLN-1 40.00 0.0589 258.67 D3034 43 13+67.72 SDLN-1 40.00 0.0819 258.9 D3034 44 13+46.67 SDLN-1 40.00 0.0881 259.04 D3034 45 13+12.47 SDLN-1 40.00 0.0938 259.10 D3034 46 12+78.47 SDLN-1 40.00 0.0976 259.08 D3034 JE A N L O U I S E R D SE E S H E E T 9 . 2 CATCH BASIN DATA: 9A 9B LEGEND: SIDEWALK BUILT BY DEVELOPMENT SIDEWALK BUILT BY HOME BUILDER INSTALL STORM MANHOLE PER CWS DWG NO. 010. INSTALL 60" STORM MANHOLE W/ INSIDE DROP PER CWS DWG NO. 010, SHEET DTL3 AND DWG NO. 090, SHEET DTL6. INSTALL 4" (6" FOR TOWNHOMES) PVC STORM SEWER LATERAL @ S=0.0200 MIN. PER CWS DWG NO. 520. SEE TABLE, THIS SHEET, FOR LATERAL INFORMATION. INSTALL INLET CATCH BASIN (CG-2) PER CWS DWG NO. 300. SEE TABLE, THIS SHEET, FOR CATCH BASIN INFORMATION. STORM NOTES: 1 2 9 STREET NOTES: INSTALL STANDARD ADA ACCESSIBLE RAMP PER DETAIL 3, SHEET DTL1. INSTALL MONUMENT BOX TYPE PER DETAIL 170, SHEET DTL2. SAWCUT AND REMOVE EXISTING PAVEMENT. CONSTRUCT NEW PAVEMENT SECTION. MATCH EXISTING GUTTER OR PAVEMENT. REFER TO SHEET RD1 FOR DETAIL. 1A 2 171ST AVE SEE SHEET 15.1 171ST AVE SEE SHEET 15.2 6 STORM LATERAL TABLE LOT#STATION LENGTH SLOPE I.E.MAT. 125 12+81.47 SDLN-1 34.00 0.1611 260.67 D3034 126 13+15.47 SDLN-1 34.00 0.1446 260.28 D3034 127 13+49.47 SDLN-1 34.00 0.1282 259.89 D3034 128 13+71.97 SDLN-1 34.00 0.1172 259.63 D3034 129 14+73.60 SDLN-1 34.00 0.1123 260.17 D3034 133 15+32.55 SDLN-1 34.00 0.0868 259.60 D3034 134 15+65.45 SDLN-1 34.00 0.0200 257.49 D3034 137 16+90.79 SDLN-1 34.58 0.0702 259.77 D3034 GENERAL NOTES: 1.CONSTRUCT SW JEAN LOUISE RD PER TYPICAL STREET SECTION B, SHEET 9.1. 2.REFER TO CR SHEETS FOR CURB RETURN INFORMATION. 3.ITALIC STATION LABELS INDICATE PIPE STATIONING. 4.ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE NOTED. 1D 41.0 0.0280 258.8 41.3 0.0604 259.1 41.3 0.0526 258.6 41.2 0.0696 258.9 13+69.0 42.0 0.0942 259.5 40.4 0.1176 260.1 41.0 0.1145 259.9 40.6 0.1268 260.2 35.8 0.1838 261.6 36.8 0.1401 260.4 35.5 0.1403 260.4 34.9 0.1240 259.9 34.7 0.0919 259.3 35.2 0.0715 258.9 16+92.0 35.0 0.0646 258.9 28.4 0.0396 259.2 SD SD SS S D S S S S S D SS 1A2 (TYP) SDLN-3 6.00' PUE SW J E A N L O U I S E R O A D SW 175TH AVENUE 12 + 0 0 10+00 11+00 12+00 13+00 14+00 SD SD SD SD SD S D S D SS SS SS SS SS SS SS SS S S S S S S SDMH 3E SDMH 3D 1 1C 8+009+009+53 SD L N - 9 6.00' PUE SDCI 9A.2 SDMH 9A SDCI 9A.1 2 S D S D S D SDCI 3D.3SDCI 3D.2 SDCI 3D.1 3A 3B (TYP) 3 (TYP) 7 POSSIBLE FUTURE SW 175TH AVENUE POTENTIAL FUTURE PROPERTY LINES 8 SD SD SD SD SD SD SD SD SD SD SD SD SD SS SS SS SS S S S S S S W W W W W W W W W W W 11 (TYP) 11 (TYP) 9998 97 96 #06D171 #06D168#06D169C #06D170C #06D202C 233 240 250 260 270 233 240 250 260 270 10+00 11+00 12+00 13+00 14+00 14+60 116.71 LF 12" (PVC) @ S=0.0050 182.00 LF 12" (PVC) @ S=0.0184 CLASS 'B' GRANULAR BACKFILL & BEDDING 3.04% -2.50%2.50% -3.49% PVI STA = 10+00.00 ELEV = 254.50 PV I S T A = 1 4 + 4 7 . 0 1 EL E V = 2 5 9 . 5 4 PV I S T A = 1 4 + 2 9 . 0 1 EL E V = 2 5 9 . 9 9 PVI STA: 13+86.37 PVI ELEV: 258.93 K: 5.00 LVC: 29.93 BV C S : 1 3 + 7 1 . 4 1 BV C E : 2 5 9 . 4 5 EV C S : 1 4 + 0 1 . 3 4 EV C E : 2 5 9 . 3 0 LOW PT. STA: 13+88.84 LOW PT ELEV: 259.15 PVI STA: 12+74.20 PVI ELEV: 262.84 K: 20.00 LVC: 130.56 BV C S : 1 2 + 0 8 . 9 2 BV C E : 2 6 0 . 8 5 EV C S : 1 3 + 3 9 . 4 8 EV C E : 2 6 0 . 5 6 HIGH PT. STA: 12+69.75 HIGH PT ELEV: 261.78 8" DI WATER FINISH GRADE @ STREET CENTERLINE EXISTING GROUND @ STREET CENTERLINE IN T E R S E C T I O N ST A = 1 2 + 0 4 . 5 0 ( J E A N L O U I S E ) ( 1 7 5 T H ) BE G I N S T R E E T C O N S T R U C T I O N ST A = 1 3 + 0 6 . 0 0 ( 1 7 5 T H ) EL E V = 2 6 1 . 8 0 SD M H 3 E ST A = 1 3 + 0 9 . 3 0 , 3 . 0 0 ' R (1 7 5 T H ) 12 " I E O U T = 2 4 8 . 8 3 ( N ) ST A = 9 + 5 3 . 2 1 ( S D L N - 3 ) RI M = 2 6 1 . 2 9 SD M H 3 D ST A = 1 4 + 2 6 . 0 1 , 3 . 0 0 ' R (1 7 5 T H ) 12 " I E I N = 2 4 8 . 2 5 ( S ) 12 " I E I N = 2 5 1 . 9 0 ( W ) 10 " I E I N = 2 5 2 . 0 2 ( N E ) 10 " I E I N = 2 5 2 . 0 2 ( S W ) 10 " I E I N = 2 5 1 . 3 4 ( S ) 12 " I E O U T = 2 4 8 . 0 5 ( N ) ST A = 8 + 3 6 . 5 0 ( S D L N - 3 ) RI M = 2 5 9 . 9 7 26 1 . 5 5 24 8 . 6 7 25 9 . 7 6 24 7 . 9 2 25 1 . 2 8 25 1 . 6 0 25 1 . 6 6 24 7 . 7 4 0.0064 0.0167 #0 6 D 1 6 8 #0 6 D 1 7 1 2.50% TRAVEL 14' SWTRAVEL 14' 5' 50' R.O.W. 28' PAVEMENT LC R/W N.T.S. LOCAL STREET - SW 175TH AVENUE PUE 6' A PLANT. 5' 2.50% R/W PUE 6' PLANT. 5' SW 5' 1 DTL15' WIDE CONCRETE SIDEWALK PER DETAIL 120, SHEET DTL1. CONCRETE CURB AND GUTTER PER DETAIL 126, SHEET DTL1. PAVEMENT SECTION 5:1 MAX .5:1 MAX. 0.50'0.50'0.50' CURB 0.50' CURB SDCI 3D.1 13+88.84, 15.57' L (175TH) RIM/TC = 258.69 10" IE OUT = 254.66 41.55 LF (PVC) @S=0.0637 SDCI 3D.2 13+88.81, 15.57' R (175TH) RIM/TC = 258.77 10" IE OUT = 254.73 39.26 LF (PVC) @S=0.0863 259.28 254.18 0.0606 0.0833 259.33 254.61 SDMH 3D PLAN SDMH 3D ROLLOUT DETAIL 248.00 250.00 255.00 1.54' 2.92' 1.85' 0.24' 3.73' 0.11' 1.13'12" OUT N IE: 248.05 10" IN NE IE: 252.02 10" IN S IE: 251.34 12" IN S IE: 248.25 10" IN SW IE: 252.02 12" IN W IE: 251.90 60" SD 3D RIM: 259.97 12" OUT N IE: 248.05 10" IN NE IE: 252.02 10" IN S IE: 251.34 12" IN S IE: 248.25 10" IN SW IE: 252.02 12" IN W IE: 251.90 247.74 247.92 251.60 251.66 251.28 247.74 247.92 251.60 251.66 251.28 259.76 #06D168 10.1 SW 175TH AVE STREET & STORM PLAN & PROFILE SCALE 1 INCH = 20 FEET 20 10 200 Construction Documents N: \ p r o j \ 3 9 5 - 0 2 9 \ 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 \ 3 9 5 0 2 9 . ( 1 0 ) S T - 1 7 5 T H . d w g - S H E E T : 10 . 1 Oc t . 1 7 , 1 6 - 11 : 0 0 A M Bo b 10/17/2016 ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design Polygon at West River Terrace 1ST SUBMITTAL DATE REVISIONS DATE DESCRIPTION KEY MAP EXPIRES: JUNE 30, 2018 JEAN LOUISE RD 17 4 T H L O O P 17 2 N D A V E 17 1 S T A V E RO Y R O G E R S R D 17 5 T H A V E SA B R I N A A V E UMBER SPRINGS 10/17/2016 SW 175TH AVE - PROFILE HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 5' SW 175TH AVE - PLAN SCALE: 1" = 20' STORM LATERAL TABLE LOT#STATION LENGTH SLOPE I.E.MAT. 96 8+79.52 SDLN-3 34.00 0.1534 253.93 D3034 97 9+35.33 SDLN-3 34.00 0.1847 255.27 D3034 98 9+38.33 SDLN-3 28.00 0.2273 255.37 D3034 99 8+86.00 SDLN-3 28.00 0.1901 254.07 D3034 PRIVATE DRIVEWAY STATIONS LOT#STREET STATION WIDTH 96 13+64.97, 14.00' LT 16.00 97 13+34.80, 14.00' LT 16.00 98 13+34.80, 14.00' RT 16.00 99 13+64.99, 14.00' RT 16.00 LEGEND: SIDEWALK BUILT BY DEVELOPMENT SIDEWALK BUILT BY HOME BUILDER * NOTE: PRIVATE DRIVEWAYS TO BE BUILT UNDER SEPARATE PERMIT 17 5 T H A V E SE E S H E E T 1 0 . 2 INSTALL STORM MANHOLE PER CWS DWG NO. 010. INSTALL 60" STORM MANHOLE W/ INSIDE DROP PER CWS DWG NO. 010, SHEET DTL3 AND DWG NO. 080, SHEET DTL6. INSTALL 4" PVC STORM SEWER LATERAL @ S=0.0200 MIN. PER CWS DWG NO. 520. SEE TABLE, THIS SHEET, FOR LATERAL INFORMATION. INSTALL INLET CATCH BASIN (CG-30) PER CWS DWG NO. 330. SEE TABLE, THIS SHEET, FOR CATCH BASIN INFORMATION. STORM NOTES: 2 INSTALL STANDARD ADA ACCESSIBLE RAMP PER DETAIL 3, SHEET DTL1. INSTALL MONUMENT BOX TYPE PER DETAIL 170, SHEET DTL2. CONSTRUCT CURB DROP FOR RESIDENTIAL DRIVEWAY WITH 3-FOOT WINGS. SEE TABLE, THIS SHEET, FOR LOCATION AND WIDTH. CONSTRUCT 3' ASPHALT BENCH AT END OF STREET IMPROVEMENTS. INSTALL 28' WIDE TYPE III STREET BARRICADE PER DETAIL 192, SHEET DTL2. CONSTRUCT 3' X 5' ROOT PATH PER DETAIL ON SHEET L1.04. 1A 2 3 STREET NOTES: JEAN LOUISE RD SEE SHEET 9.1 JEAN LOUISE RD SEE SHEET 9.1 3 INLET DATA: 3A 3B 7 9 GENERAL NOTES: 1.CONSTRUCT SW 175TH AVE PER TYPICAL STREET SECTION A, THIS SHEET. 2.REFER TO CR SHEETS FOR CURB RETURN INFORMATION. 3.ITALIC STATION LABELS INDICATE PIPE STATIONING. 4.ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE NOTED. 5."POSSIBLE FUTURE SW 175TH AVENUE" STREET EXTENSION WILL NOT BE CONSTRUCTED UNDER THIS PERMIT AND IS SHOWN FOR INFORMATIONAL PURPOSES ONLY. 1 1C 11 35.3 0.1081 252.4 36.0 0.1572 254.5 S D S D S D S D S D S D S D S D S D SD SD SD SD SD SD S D S S S S S S S S S S S S S S S S SS SS SS SS SS S D S D S S S S S S SW 175TH AVENUE SW 1 7 4 T H L O O P 15+00 16+00 17+00 18+00 19+00 2+ 0 0 6.00' PUE S D S D S D S D SD SD SD SD SD SD SS SS SS SD SD SD SD SD SD SD 2+051+00 2+00 SDMH 3C SDMH 3B SDMH 4A 5+006+007+008+00 SDLN-3 SDLN-4 1C 1C 1 SD L N - 3 6.00' PUE 6.00' PUE2 (TYP) S S S S S S S S S S S S S S S S S S S S S S S S S S S S S D S D 1A1A 1A SDCI 3C.1 SDCI 3C.2 SDCI 3B.1SDCI 3B.2 SDCI 4A.1 SDCI 4A.2 3B 3A 3D 3C2 (TYP) 3 (TYP) 3 (TYP) S S W W W W W W W W W W W W W W W W W SW 175TH COURT 101A W 11 (TYP) 11 (TYP) 89 88 87 94 93 92 91 9095 102101100 105104103 86 TRACT U #06D202C #06D166C #06D167C #06D165 #06D162C #06D163C #06D161 #06D164 225 230 240 250 260 270 225 230 240 250 260 270 14+60 15+00 16+00 17+00 18+00 19+00 19+30 -0.75% -2.00% -5.00% PV I S T A = 1 9 + 1 0 . 0 0 EL E V = 2 4 4 . 9 2 PVI STA:15+04.46 PVI ELEV:258.39 K:20.00 LVC:60.00 BV C S : 1 4 + 7 4 . 4 6 BV C E : 2 5 8 . 9 9 EV C S : 1 5 + 3 4 . 4 6 EV C E : 2 5 6 . 8 9 PVI STA:17+49.92 PVI ELEV:246.12 K:20.00 LVC:85.00 BV C S : 1 7 + 0 7 . 4 2 BV C E : 2 4 8 . 2 5 EV C S : 1 7 + 9 2 . 4 2 EV C E : 2 4 5 . 8 0 182.00 LF 12" (PVC) @ S=0.0184 182.00 LF 12" (PVC) @ S=0.0209 105.25 LF 12" (PVC C900) @ S=0.0030 CLASS 'B' GRANULAR BACKFILL & BEDDING FINISH GRADE @ STREET CENTERLINE EXISTING GROUND @ STREET CENTERLINE IN T E R S E C T I O N ST A = 1 7 + 9 3 . 0 1 ( 1 7 5 T H ) ST A = 2 + 5 5 . 2 6 ( 1 7 4 T H ) EL E V = 2 4 5 . 8 0 EN D S T R E E T C O N S T R U C T I O N ST A = 1 9 + 0 0 . 2 6 ( 1 7 5 T H ) EL E V = 2 4 5 . 0 0 8" DI WA T E R 10" SD 0.73' CLR 4" SS 1.72' CLR 6" SD 0.50' CLR 10" SD 0.83' CLR SD M H 3 C ST A = 1 6 + 0 8 . 0 1 , 3 . 0 0 ' R (1 7 5 T H ) 12 " I E I N = 2 4 4 . 7 0 ( S ) 10 " I E I N = 2 4 7 . 1 4 ( W ) 10 " I E I N = 2 4 7 . 1 4 ( E ) 12 " I E O U T = 2 4 4 . 5 0 ( N ) ST A = 6 + 5 4 . 5 0 ( S D L N - 3 ) RI M = 2 5 3 . 1 4 SD M H 3 B ST A = 1 7 + 9 0 . 0 1 , 3 . 0 0 ' R (1 7 5 T H ) 12 " I E I N = 2 4 0 . 7 0 ( N ) 12 " I E I N = 2 4 0 . 7 0 ( S ) 10 " I E I N = 2 4 2 . 3 6 ( N E ) 10 " I E I N = 2 4 2 . 3 6 ( E ) 12 " I E O U T = 2 4 0 . 6 0 ( E ) ST A = 1 + 0 0 . 0 0 ( S D L N - 4 ) ST A = 4 + 7 2 . 5 0 ( S D L N - 3 ) RI M = 2 4 5 . 7 5 SD M H 4 A ST A = 1 8 + 9 5 . 2 6 , 3 . 0 0 ' R (1 7 5 T H ) 10 " I E I N = 2 4 1 . 2 2 ( E ) 10 " I E I N = 2 4 1 . 2 2 ( W ) 12 " I E O U T = 2 4 1 . 0 2 ( S ) ST A = 2 + 0 5 . 2 5 ( S D L N - 4 ) RI M = 2 4 4 . 9 6 0.0167 24 6 . 9 5 24 7 . 5 2 24 5 . 5 6 24 0 . 5 9 24 0 . 5 0 0.0041 #0 6 D 1 6 4 #0 6 D 1 6 1 #0 6 D 1 6 5 SDCI 3C.1 16+08.01, 15.50' L (175TH) RIM/TC = 253.32 10" IE OUT = 248.49 18.50 LF (PVC) @S=0.0730 SDCI 3C.2 16+08.01, 15.50' R (175TH) RIM/TC = 253.32 10" IE OUT = 248.49 12.50 LF (PVC) @S=0.1081 SDCI 4A.1 18+98.51, 15.50' L (175TH) RIM/TC = 245.12 10" IE OUT = 241.77 18.78 LF (PVC C900) @S=0.0294 SDCI 4A.2 18+98.51, 15.50' R (175TH) RIM/TC = 245.12 10" IE OUT = 241.77 12.92 LF (PVC C900) @S=0.0427 248.23 0.0692 248.36 0.0672 241.61 0.0317 18+96.0 18+95.0, 15.31' R 18.44 240.89 -0.0179 12.31 SDMH 3B PLAN SDMH 3B ROLLOUT DETAIL 240.00 245.00 247.00 60" SD 3B RIM: 245.75 6.85' 1.95' 0.13' 0.49' 1.59' 12" IN N IE: 240.70 12" OUT E IE: 240.60 10" IN SE IE: 242.36 12" IN N IE: 240.70 10" IN NE IE: 242.36 1.06'1.27' 12" IN N IE: 240.70 12" IN N IE: 240.70 10" IN NE IE: 242.36 12" OUT E IE: 240.60 10" IN SE IE: 242.36 240.59 240.50 240.59 240.50 245.56 #06D161 10.2 SW 175TH AVE STREET & STORM PLAN & PROFILE SCALE 1 INCH = 20 FEET 20 10 200 Construction Documents N: \ p r o j \ 3 9 5 - 0 2 9 \ 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 \ 3 9 5 0 2 9 . ( 1 0 ) S T - 1 7 5 T H . d w g - S H E E T : 10 . 2 Oc t . 1 7 , 1 6 - 11 : 0 6 A M Bo b 10/17/2016 ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design Polygon at West River Terrace 1ST SUBMITTAL DATE REVISIONS DATE DESCRIPTION KEY MAP EXPIRES: JUNE 30, 2018 JEAN LOUISE RD 17 4 T H L O O P 17 2 N D A V E 17 1 S T A V E RO Y R O G E R S R D 17 5 T H A V E SA B R I N A A V E UMBER SPRINGS 10/17/2016 SW 175TH AVE - PROFILE HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 5' SW 175TH AVE - PLAN SCALE: 1" = 20' STORM LATERAL TABLE LOT#STATION LENGTH SLOPE I.E.MAT. 87 1+97.02 SDLN-4 34.00 0.0200 241.92 C900 88 1+66.50 SDLN-4 34.00 0.0200 241.83 C900 89 1+16.50 SDLN-4 34.00 0.0200 241.68 D3034 90 5+05.20 SDLN-3 34.00 0.0200 242.31 D3034 91 5+64.00 SDLN-3 34.00 0.0200 243.44 D3034 92 6+10.80 SDLN-3 34.00 0.0289 244.82 D3034 93 6+61.50 SDLN-3 34.00 0.0668 247.35 D3034 94 7+07.50 SDLN-3 34.00 0.1095 249.65 D3034 95 7+72.72 SDLN-3 34.00 0.1548 252.39 D3034 PRIVATE DRIVEWAY STATIONS LOT#STREET STATION WIDTH 87 18+78.22, 14.00' LT 16.00 88 18+28.22, 14.00' LT 16.00 89 17+78.22, 14.00' LT 16.00 90 17+28.22, 14.00' LT 16.00 91 16+77.97, 14.00' LT 16.00 92 16+28.22, 14.00' LT 16.00 93 15+78.22, 14.00' LT 16.00 94 15+27.97, 14.00' LT 16.00 95 14+97.80, 14.00' LT 16.00 * NOTE: PRIVATE DRIVEWAYS TO BE BUILT UNDER SEPARATE PERMIT 174TH LP SEE SHEET 12 INLET DATA: 3A LEGEND: SIDEWALK BUILT BY DEVELOPMENT SIDEWALK BUILT BY HOME BUILDER 3B 3C 3D INSTALL STORM MANHOLE PER CWS DWG NO. 010. INSTALL 60" STORM MANHOLE W/ INSIDE DROP PER CWS DWG NO. 010, SHEET DTL3 AND DWG NO. 080, SHEET DTL6. INSTALL 4" PVC STORM SEWER LATERAL @ S=0.0200 MIN. PER CWS DWG NO. 520. SEE TABLE, THIS SHEET, FOR LATERAL INFORMATION. INSTALL INLET CATCH BASIN (CG-30) PER CWS DWG NO. 330. SEE TABLE, THIS SHEET, FOR CATCH BASIN INFORMATION. INSTALL PRIVATE INLET CATCH BASIN (CG-30) PER CWS DWG NO. 330. SEE TABLE, THIS SHEET, FOR CATCH BASIN INFORMATION. STORM NOTES: 2 3 STREET NOTES: INSTALL STANDARD ADA ACCESSIBLE RAMP PER DETAIL 3, SHEET DTL1. INSTALL MONUMENT BOX TYPE PER DETAIL 170, SHEET DTL2. CONSTRUCT CURB DROP FOR RESIDENTIAL DRIVEWAY WITH 3-FOOT WINGS. SEE TABLE, THIS SHEET, FOR LOCATION AND WIDTH. CONSTRUCT 10' WIDE THICKENED AND REINFORCED CONCRETE APRON FLUSH WITH ASPHALT. CONCRETE COMPRESSIVE STRENGTH SHALL BE A MINIMUM OF 3000 PSI AFTER 28 DAYS. DEFORMED #3 REBAR AT 12" EACH WAY. PLACE 3" CLEAR OF AGGREGATE. TIE ALL BARS. CONSTRUCT 3' X 5' ROOT PATH PER DETAIL ON SHEET L1.04. 1A 2 3 1 17 5 T H A V E SE E S H E E T 1 0 . 1 STORM LATERAL TABLE LOT#STATION LENGTH SLOPE I.E.MAT. 100 7+75.72 SDLN-3 28.00 0.1892 252.48 D3034 101 7+04.50 SDLN-3 28.00 0.1296 249.50 D3034 102 6+63.50 SDLN-3 28.00 0.0777 247.20 D3034 103 6+07.80 SDLN-3 28.00 0.0320 244.67 D3034 104 5+61.00 SDLN-3 28.00 0.0200 243.25 C900 105 5+23.70 SDLN-3 28.00 0.0200 242.58 C900 PRIVATE DRIVEWAY STATIONS LOT#STREET STATION WIDTH 100 14+98.01, 14.00' RT 16.00 101 15+28.22, 14.00' RT 16.00 102 15+78.22, 14.00' RT 16.00 103 16+28.22, 14.00' RT 16.00 104 16+78.22, 14.00' RT 16.00 105 17+28.22, 14.00' RT 16.00 * NOTE: PRIVATE DRIVEWAYS TO BE BUILT UNDER SEPARATE PERMIT GENERAL NOTES: 1.CONSTRUCT SW 175TH AVE PER TYPICAL STREET SECTION A, SHEET 10.1. 2.REFER TO CR SHEETS FOR CURB RETURN INFORMATION. 3.ITALIC STATION LABELS INDICATE PIPE STATIONING. 4.ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE NOTED. 1C 10 11 1+95.0 36.7 37.9 0.0153 37.1 0.0387 243.2 5+58.5 6+10.0 36.7 0.0642 245.2 37.4 0.0743 246.7 36.6 0.0679 247.6 37.1 0.1124 250.1 36.9 0.1259 251.7 7+76.0 29.2 30.4 0.1099 249.2 6+58.0 30.6 0.0762 247.4 30.4 0.0699 246.0 5+55.5 30.5 0.0506 244.3 30.0 0.0484 243.6 14A 14B 14A 14B 14 S S S D 2 (TYP) SDLN-10 6.00' PUE SW 174TH LOOP 10+00 11+00 12+00 13+00 SD SD SD SS SS SS SDMH 10A 1 6.00' PUE 114 112113 3 (TYP) 2+002+21 5 POSSIBLE FUTURE SW 174TH LOOP POTENTIAL FUTURE PROPERTY LINES SD SD SD SD SD SD SD SD SD S S S S S S SS SS SS SS SS SS SS SS SS S D SDCB 10A.1 W W W W 11 (TYP) #06D178 #06D177C #06D176C 235 240 250 260 270 235 240 250 260 270 10+00 11+00 12+00 13+00 13+75 123.58 LF 12" (PVC) @ S=0.0204 CLASS 'B' GRANULAR BACKFILL & BEDDING FINISH GRADE @ STREET CENTERLINE EXISTING GROUND @ STREET CENTERLINE 2.28% -1.41%PVI STA = 10+00.00 ELEV = 257.25 PVI STA: 12+25.00 PVI ELEV: 262.37 K: 20.00 LVC: 73.70 BV C S : 1 1 + 8 8 . 1 5 BV C E : 2 6 1 . 5 3 EV C S : 1 2 + 6 1 . 8 5 EV C E : 2 6 1 . 8 5 HIGH PT. STA: 12+33.68 HIGH PT ELEV: 262.05 BE G I N S T R E E T C O N S T R U C T I O N ST A = 1 3 + 0 0 . 0 0 ( 1 7 4 T H ) EL E V = 2 6 1 . 6 2 8" DI WATER SD M H 1 0 A ST A = 1 3 + 0 2 . 4 3 , 3 . 0 0 ' R (1 7 4 T H ) 10 " I E I N = 2 5 3 . 7 2 ( N E ) 12 " I E O U T = 2 5 3 . 5 2 ( N ) ST A = 2 + 2 3 . 5 8 ( S D L N - 1 0 ) RI M = 2 6 1 . 2 1 25 3 . 1 8 25 2 . 9 8 2+ 2 0 . 9 8 13 + 0 5 . 0 3 120.98 0.0225 #0 6 D 1 7 8 2.50% TRAVEL 14' SWTRAVEL 14' 5' 50' R.O.W. 28' PAVEMENT LC R/W N.T.S. LOCAL STREET - SW 174TH LOOP PUE 6' A PLANT. 5' 2.50% R/W PUE 6' PLANT. 5' SW 5' 1 DTL15' WIDE CONCRETE SIDEWALK PER DETAIL 120, SHEET DTL1.CONCRETE CURB AND GUTTER PER DETAIL 126, SHEET DTL1. PAVEMENT SECTION 5:1 MA X .5:1 MAX. 0.50'0.50'0.50' CURB 0.50' CURB 11.1 SW 174TH LP STREET & STORM PLAN & PROFILE SCALE 1 INCH = 20 FEET 20 10 200 Construction Documents N: \ p r o j \ 3 9 5 - 0 2 9 \ 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 \ 3 9 5 0 2 9 . ( 1 1 ) S T - 1 7 4 T H . d w g - S H E E T : 11 . 1 Oc t . 1 7 , 1 6 - 11 : 1 4 A M Bo b 10/17/2016 ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design Polygon at West River Terrace 1ST SUBMITTAL DATE REVISIONS DATE DESCRIPTION KEY MAP EXPIRES: JUNE 30, 2018 JEAN LOUISE RD 17 4 T H L O O P 17 2 N D A V E 17 1 S T A V E RO Y R O G E R S R D 17 5 T H A V E SA B R I N A A V E UMBER SPRINGS 10/17/2016 SW 174TH LP - PROFILE HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 5' SW 174TH LP - PLAN SCALE: 1" = 20' STORM LATERAL TABLE LOT#STATION LENGTH SLOPE I.E.MAT. 113 2+07.50 SDLN-10 34.00 0.0526 255.23 D3034 PRIVATE DRIVEWAY STATIONS LOT#STREET STATION WIDTH 112 13+64.97, 14.00' LT 22.00 113 13+34.80, 14.00' LT 22.00 * NOTE: PRIVATE DRIVEWAYS TO BE BUILT UNDER SEPARATE PERMIT LEGEND: SIDEWALK BUILT BY DEVELOPMENT SIDEWALK BUILT BY HOME BUILDER INSTALL STORM MANHOLE PER CWS DWG NO. 010. INSTALL 4" PVC STORM SEWER LATERAL @ S=0.0200 MIN. PER CWS DWG NO. 520. SEE TABLE, THIS SHEET, FOR LATERAL INFORMATION. STORM NOTES: 2 1 17 4 T H L P SE E S H E E T 1 1 . 2 ALLEY E SEE SHEET 20.2 INSTALL STANDARD ADA ACCESSIBLE RAMP PER DETAIL 3, SHEET DTL1. INSTALL MONUMENT BOX TYPE PER DETAIL 170, SHEET DTL2. CONSTRUCT CURB DROP FOR RESIDENTIAL DRIVEWAY WITH 3-FOOT WINGS. SEE TABLE, THIS SHEET, FOR LOCATION AND WIDTH. CONSTRUCT 20' WIDE COMMERCIAL DRIVEWAY PER DETAIL 143, SEE SHEET DTL1. CL STA: 13+10.01, 14.00' RT (174TH) CONSTRUCT 3' X 5' ROOT PATH PER DETAIL ON SHEET L1.04. 1A 2 3 STREET NOTES: 5 GENERAL NOTES: 1.CONSTRUCT SW 174TH LP PER TYPICAL STREET SECTION A, THIS SHEET. 2.REFER TO CR SHEETS FOR CURB RETURN INFORMATION. 3.ITALIC STATION LABELS INDICATE PIPE STATIONING. 4.ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE NOTED. 5."POSSIBLE FUTURE SW 174TH LOOP" STREET EXTENSION WILL NOT BE CONSTRUCTED UNDER THIS PERMIT AND IS SHOWN FOR INFORMATIONAL PURPOSES ONLY. 11 2+09.0 36.6 0.1006 256.7 S D S S S D S S S D S S S D S S S D S S S D S S S D S D S S SD SS S D S S SD SS S D S D S D SD SD SD SD SD SD S S S S S S S S S S S S S S S S S S S S SW J E A N L O U I S E R O A D SW 174TH LOOP SW 1 7 4 T H L O O P 14+00 15+00 16+00 17+00 10 + 0 0 0+00 1A 2 (TYP) SDLN-1 6.00' PUE SD SD SD SD SD SD SD SD SDSDSD S S S S S S SS SS SS SS SS 5 + 0 0 6+007+00 SDMH 1D SDMH 3A 1D 3DSD L N - 1 SD L N - 2 1C 6.00' PUE 2 (TYP) SS SS SS SS SS SS SS SS SS 110 109 108 107 106111 77 78 112 1D 3C SDCI 3A.1 SDCI 1C.1 SDCI 1C.2 1A 2 SD SD S D S D SDCI 1D.2 SDCI 1D.1 3A 3B 3 (TYP)(TYP)(TYP) 1+00 2 5 SDLN-10 SDLN-31+00 2+00 3 + 0 0 SD L N - 1 S S S D S D W W W W W W W W W W W W SDMH 1C W W W W W W W W W W WW 11 (TYP) #06D177C #06D176C #06D175 #06D158C #06D159C#06D157 #06D160 #06D199C 225 230 240 250 260 270 225 230 240 250 260 270 13+75 14+00 15+00 16+00 17+00 18+00 123.58 LF 12" (PVC) @ S=0.0204 224.50 L F 1 2 " ( P V C ) @ S=0.04 6 5 139.50 LF 12" (PVC) @ S=0.0031 CLASS 'B' GRANULAR BACKFILL & BEDDING FINISH GRADE @ STREET CENTERLINE EXISTING GROUND @ STREET CENTERLINE -2.50%2.50% -1.00% -6.00% PV I S T A = 1 4 + 2 9 . 0 1 EL E V = 2 6 0 . 9 6 PVI STA: 13+91.57 PVI ELEV: 260.03 K: 5.00 LVC: 19.54 BV C S : 1 3 + 8 1 . 8 0 BV C E : 2 6 0 . 1 6 EV C S : 1 4 + 0 1 . 3 4 EV C E : 2 6 0 . 2 7 LOW PT. STA: 13+88.84 LOW PT ELEV: 260.12 PVI STA: 14+51.04 PVI ELEV: 260.41 K: 5.00 LVC: 7.50 BV C S : 1 4 + 4 7 . 2 9 BV C E : 2 6 0 . 5 1 EV C S : 1 4 + 5 4 . 7 9 EV C E : 2 6 0 . 3 7 PVI STA: 17+63.26 PVI ELEV: 248.32 K: 13.80 LVC: 60.53 BV C S : 1 7 + 3 2 . 9 9 BV C E : 2 5 0 . 1 3 EV C S : 1 7 + 9 3 . 5 2 EV C E : 2 4 7 . 8 3 PVI STA: 15+83.94 PVI ELEV: 259.08 K: 20.00 LVC: 100.09 BV C S : 1 5 + 3 3 . 9 0 BV C E : 2 5 9 . 5 8 EV C S : 1 6 + 3 3 . 9 9 EV C E : 2 5 6 . 0 8 IN T E R S E C T I O N ST A = 9 + 7 1 . 5 0 ( J E A N L O U I S E ) ( 1 7 4 T H ) ST A = 1 7 + 5 4 . 0 1 ( 1 7 4 T H L O O P ) ST A = 0 + 0 0 . 0 0 ( 1 7 4 T H l O O P ) 8" DI WA T E R 10" SD 0.86' CLR SD M H 1 D ST A = 1 4 + 2 6 . 0 1 , 3 . 0 0 ' R (1 7 4 T H ) 12 " I E I N = 2 5 0 . 0 5 ( E ) 12 " I E I N = 2 5 1 . 0 0 ( S ) 10 " I E I N = 2 5 4 . 8 9 ( S W ) 10 " I E I N = 2 5 3 . 0 6 ( S ) 12 " I E O U T = 2 4 9 . 8 5 ( N ) ST A = 7 + 2 4 . 9 7 ( S D L N - 1 ) RI M = 2 6 0 . 8 5 SD M H 1 C ST A = 1 6 + 5 0 . 5 1 , 3 . 0 0 ' R (1 7 4 T H ) 12 " I E I N = 2 3 9 . 3 7 ( N ) 12 " I E I N = 2 3 9 . 4 0 ( S ) 10 " I E I N = 2 4 3 . 3 7 ( W ) 10 " I E I N = 2 4 3 . 3 7 ( E ) 12 " I E O U T = 2 3 9 . 2 7 ( E ) ST A = 5 + 0 0 . 4 7 ( S D L N - 1 ) RI M = 2 5 5 . 0 1 SD M H 3 A ST A = 0 + 2 7 . 6 4 , 1 6 . 3 2 ' R (1 7 4 T H - 2 ) 12 " I E I N = 2 3 9 . 9 0 ( W ) 10 " I E I N = 2 4 1 . 8 1 ( N ) 12 " I E O U T = 2 3 9 . 8 0 ( S ) ST A = 2 + 3 9 . 5 0 ( S D L N - 3 ) RI M = 2 4 7 . 7 7 120.98 0.0225 0.0457 0.0028 24 9 . 4 0 25 0 . 2 6 25 4 . 5 3 25 2 . 6 1 24 9 . 2 6 23 9 . 1 8 25 4 . 8 5 23 9 . 0 3 24 3 . 9 5 24 4 . 1 5 23 8 . 9 2 23 9 . 5 7 24 1 . 5 3 23 9 . 7 5 #0 6 D 1 6 0 #0 6 D 1 5 7 #0 6 D 1 7 5 SDCI 1C.1 16+45.51, 15.50' L (174TH) RIM/TC = 255.49 10" IE OUT = 250.25 19.16 LF (PVC) @S=0.3590 SDCI 1C.2 16+54.02, 15.50' R (174TH) RIM/TC = 254.98 10" IE OUT = 249.74 12.98 LF (PVC) @S=0.4906 SDCI 1D.1 13+88.84, 15.57' L (174TH) RIM/TC = 259.70 10" IE OUT = 255.45 41.55 LF (PVC) @S=0.0135 SDCI 1D.2 13+88.81, 15.57' R (174TH) RIM/TC = 259.65 10" IE OUT = 255.42 39.26 LF (PVC) @S=0.0601 260.25 0.0221 260.23 255.9842.18 13+85.73 255.18 248.8518.50 0.0799 0.2649 16+50.68 248.09 0.3035 SDMH 1D PLAN SDMH 1D ROLLOUT DETAIL 249.00 250.00 255.00 60" SD 1D RIM: 260.85 5.77' 2.92' 2.19' 0.24' 0.11' 12" OUT N IE: 249.85 10" IN S IE: 253.06 10" IN SW IE: 254.89 12" IN S IE: 251.00 12" IN E IE: 250.05 1.22' 1.85' 12" OUT N IE: 249.85 12" IN E IE: 250.05 10" IN S IE: 253.06 12" IN S IE: 251.00 10" IN SW IE: 254.89 256.00 249.26 249.40 250.26 252.61 254.53 249.26 249.40 250.26 252.61 254.53 #06D175 SDMH 1C PLAN SDMH 1C ROLLOUT DETAIL 239.00 240.00 245.00 60" SD 1C RIM: 254.90 246.00 2.34' 3.66' 2.32'2.92' 12" OUT E IE: 239.27 12" IN N IE: 239.37 12" IN S IE: 239.40 10" IN W IE: 243.37 10" IN E IE: 243.37 12" IN S IE: 239.40 10" IN W IE: 243.37 12" IN N IE: 239.37 10" IN E IE: 243.37 12" OUT E IE: 239.27 238.92 239.18 239.03 243.95 244.15 238.92 239.18 243.95 239.03 244.15 254.85 #06D157 11.2 SW 174TH LP STREET & STORM PLAN & PROFILE SCALE 1 INCH = 20 FEET 20 10 200 Construction Documents N: \ p r o j \ 3 9 5 - 0 2 9 \ 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 \ 3 9 5 0 2 9 . ( 1 1 ) S T - 1 7 4 T H . d w g - S H E E T : 11 . 2 Oc t . 1 7 , 1 6 - 11 : 2 1 A M Bo b 10/17/2016 ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design Polygon at West River Terrace 1ST SUBMITTAL DATE REVISIONS DATE DESCRIPTION KEY MAP EXPIRES: JUNE 30, 2018 JEAN LOUISE RD 17 4 T H L O O P 17 2 N D A V E 17 1 S T A V E RO Y R O G E R S R D 17 5 T H A V E SA B R I N A A V E UMBER SPRINGS 10/17/2016 SW 174TH LP - PROFILE HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 5' SW 174TH LP - PLAN SCALE: 1" = 20' JEAN LOUISE RD SEE SHEET 9.2 17 4 T H L P SE E S H E E T 1 1 . 1 STORM LATERAL TABLE LOT#STATION LENGTH SLOPE I.E.MAT. 106 2+00.39 SDLN-3 34.00 0.0915 243.04 D3034 107 1+56.00 SDLN-3 34.00 0.1793 245.89 D3034 108 1+06.00 SDLN-3 34.00 0.2721 248.89 D3034 109 5+44.47 SDLN-1 34.00 0.2939 251.69 D3034 110 5+94.47 SDLN-1 34.00 0.2772 253.45 C900 111 6+64.47 SDLN-1 34.00 0.2084 254.37 C900 112 1+42.08 SDLN-10 34.00 0.0727 254.58 D3034 PRIVATE DRIVEWAY STATIONS LOT#STREET STATION WIDTH 106 17+28.22, 14.00' LT 16.00 107 16+77.97, 14.00' LT 16.00 108 16+28.22, 14.00' LT 16.00 109 15+77.97, 14.00' LT 16.00 110 15+28.22, 14.00' LT 16.00 111 14+97.97, 14.00' LT 16.00 LEGEND: SIDEWALK BUILT BY DEVELOPMENT SIDEWALK BUILT BY HOME BUILDER * NOTE: PRIVATE DRIVEWAYS TO BE BUILT UNDER SEPARATE PERMIT INLET DATA: 3A 3B INSTALL STORM MANHOLE PER CWS DWG NO. 010. INSTALL 60" STORM MANHOLE W/ INSIDE DROP PER CWS DWG NO. 010, SHEET DTL3 AND DWG NO. 080, SHEET DTL6. INSTALL 60" STORM MANHOLE W/ INSIDE DROP PER CWS DWG NO. 010, SHEET DTL3 AND DWG NO. 090, SHEET DTL6. INSTALL 4" PVC STORM SEWER LATERAL @ S=0.0200 MIN. PER CWS DWG NO. 520. SEE TABLE, THIS SHEET, FOR LATERAL INFORMATION. INSTALL INLET CATCH BASIN (CG-30) PER CWS DWG NO. 330. SEE TABLE, THIS SHEET, FOR CATCH BASIN INFORMATION. STORM NOTES: 2 3 STREET NOTES: INSTALL STANDARD ADA ACCESSIBLE RAMP PER DETAIL 3, SHEET DTL1. INSTALL MONUMENT BOX TYPE PER DETAIL 170, SHEET DTL2. CONSTRUCT CURB DROP FOR RESIDENTIAL DRIVEWAY WITH 3-FOOT WINGS. SEE TABLE, THIS SHEET, FOR LOCATION AND WIDTH. CONSTRUCT 20' WIDE COMMERCIAL DRIVEWAY PER DETAIL 143, SEE SHEET DTL1. CL STA: 15+48.01, 14.00' RT (174TH) CONSTRUCT 3' X 5' ROOT PATH PER DETAIL ON SHEET L1.04. 1A 2 3 1 JEAN LOUISE RD SEE SHEET 9.1 ALLEY D SEE SHEET 20.1 174TH LP SEE SHEET 12 SDLN-9 SEE SHEET 20.1 3C 3D 5 GENERAL NOTES: 1.CONSTRUCT SW 174TH LP PER TYPICAL STREET SECTION A, SHEET 11.1. 2.REFER TO CR SHEETS FOR CURB RETURN INFORMATION. 3.ITALIC STATION LABELS INDICATE PIPE STATIONING. 4.ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE NOTED. 1D 1C 11 36.2 0.0634 242.1 36.3 0.1551 245.3 37.2 37.5 0.2318 250.0 5+93.5 36.2 0.2249 251.7 35.9 0.1847 253.5 37.1 0.0764 254.4 SD SD SD S D S D S S S D S S S D S S S D S S SD SS SS SS S S SD SD SD SD SD SD SD SD SD SD SD SD SD SS SS SS SS SS SS SS SS SS SS SW 1 7 4 T H L O O P SW 1 7 5 T H A V E N U E SW 174TH LOOP 2 (TYP) 6.00' PUE 18 + 0 0 0+ 0 0 1+002+00 S D S D S D SS SS SD SD 1 + 0 0 SDMH 3B SDMH 3A 1C 1C SDLN-3 SD L N - 3 SD L N - 3 SD L N - 4 6.00' PUE SS SS SS S S S S S S 85 84 8386 89 88 90 106105 SD SD 1A 1A SDCI 3B.1 SDCI 3B.2 SDCI 3A.1 3B 3A 3C 2 (TYP) (TYP) 3 (TYP) 2 2 + 0 0 3+004+00 5 + 0 0 W W W W W W W W W W W W W SW 1 7 5 T H C O U R T W W 11 (TYP) #06D161 #06D162C #06D163C #06D163C #06D160 220 230 240 250 260 220 230 240 250 260 0+001+002+002+65 233.00 LF 12" (PVC) @ S=0.0030 1.00%2.50% -1.62% PV I S T A = 2 + 5 5 . 2 6 EL E V = 2 4 5 . 8 0 PVI STA: 2+11.23 PVI ELEV: 245.08 K: 5.00 LVC: 13.09 BV C S : 2 + 0 4 . 6 9 BV C E : 2 4 5 . 1 8 EV C S : 2 + 1 7 . 7 8 EV C E : 2 4 5 . 1 4 LOW PT. STA: 2+12.78 LOW PT ELEV: 245.12 PVI STA: 2+36.41 PVI ELEV: 245.33 K: 5.00 LVC: 7.50 BV C S : 2 + 3 2 . 6 6 BV C E : 2 4 5 . 2 9 EV C S : 2 + 4 0 . 1 6 EV C E : 2 4 5 . 4 2 PVI STA: 0+09.25 PVI ELEV: 248.35 K: 13.80 LVC: 60.53 BV C S : - 0 + 2 1 . 0 2 BV C E : 2 5 0 . 1 6 EV C S : 0 + 3 9 . 5 1 EV C E : 2 4 7 . 8 6 CLASS 'B' GRANULAR BACKFILL & BEDDING FINISH GRADE @ STREET CENTERLINE EXISTING GROUND @ STREET CENTERLINE IN T E R S E C T I O N ST A = 1 7 + 9 3 . 0 1 ( 1 7 5 T H ) ( 1 7 4 T H ) 8" DI WATER SD M H 3 B ST A = 2 + 5 2 . 2 6 , 3 . 0 0 ' L (1 7 4 T H - 2 ) 12 " I E I N = 2 4 0 . 7 0 ( N ) 12 " I E I N = 2 4 0 . 7 0 ( S ) 10 " I E I N = 2 4 2 . 3 6 ( N E ) 10 " I E I N = 2 4 2 . 3 6 ( E ) 12 " I E O U T = 2 4 0 . 6 0 ( E ) ST A = 4 + 7 2 . 5 0 ( S D L N - 3 ) RI M = 2 4 5 . 7 5 SD M H 3 A ST A = 0 + 2 7 . 6 4 , 1 6 . 3 2 ' R (1 7 4 T H - 2 ) 12 " I E I N = 2 3 9 . 9 0 ( W ) 10 " I E I N = 2 4 1 . 8 1 ( N ) 12 " I E O U T = 2 3 9 . 8 0 ( S ) ST A = 2 + 3 9 . 5 0 ( S D L N - 3 ) RI M = 2 4 7 . 7 7 ST A = 0 + 0 0 . 0 0 ( 1 7 4 T H l O O P ) ST A = 1 7 + 5 4 . 0 1 ( 1 7 4 T H L O O P ) 10" SD 0.76' CLR 24 5 . 5 6 24 0 . 5 9 24 0 . 5 0 0.0036 23 9 . 7 5 24 1 . 5 3 23 9 . 5 7 #0 6 D 1 6 0 #0 6 D 1 6 1 SDCI 3B.1 2+11.01, 15.50' R (174TH-2) RIM/TC = 244.67 10" IE OUT = 242.57 45.21 LF (PVC C900) @S=0.0047 SDCI 3B.2 2+11.01, 15.44' L (174TH-2) RIM/TC = 244.68 10" IE OUT = 242.76 43.09 LF (PVC C900) @S=0.0093 SDCI 3A.1 0+37.53, 34.47' R (174TH-2) RIM/TC = 248.04 10" IE OUT = 243.35 24.28 LF (PVC) @S=0.0634 245.22 245.25 242.56 0.0046 247.73 243.00 0.0605 2.50% TRAVEL 14' SWTRAVEL 14' 5' 50' R.O.W. 28' PAVEMENT LC R/W N.T.S. LOCAL STREET - SW 174TH LOOP PUE 6' A PLANT. 5' 2.50% R/W PUE 6' PLANT. 5' SW 5' 1 DTL15' WIDE CONCRETE SIDEWALK PER DETAIL 120, SHEET DTL1. CONCRETE CURB AND GUTTER PER DETAIL 126, SHEET DTL1. PAVEMENT SECTION 5:1 MA X .5:1 MAX. 0.50'0.50'0.50' CURB 0.50' CURB SDMH 3B PLAN SDMH 3B ROLLOUT DETAIL 240.00 245.00 247.00 60" SD 3B RIM: 245.756.85' 1.95' 0.13' 0.49' 1.59' 12" IN N IE: 240.70 12" OUT E IE: 240.60 10" IN SE IE: 242.36 12" IN N IE: 240.70 10" IN NE IE: 242.36 1.06'1.27' 12" IN N IE: 240.70 12" IN N IE: 240.70 10" IN NE IE: 242.36 12" OUT E IE: 240.60 10" IN SE IE: 242.36 240.59 240.50 240.59 240.50245.56 #06D161 12 SW 174TH LP STREET & STORM PLAN & PROFILE SCALE 1 INCH = 20 FEET 20 10 200 Construction Documents N: \ p r o j \ 3 9 5 - 0 2 9 \ 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 \ 3 9 5 0 2 9 . ( 1 2 ) S T - 1 7 4 T H ( 2 ) . d w g - S H E E T : 12 Oc t . 1 7 , 1 6 - 11 : 2 2 A M Bo b 10/17/2016 ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design Polygon at West River Terrace 1ST SUBMITTAL DATE REVISIONS DATE DESCRIPTION KEY MAP EXPIRES: JUNE 30, 2018 JEAN LOUISE RD 17 4 T H L O O P 17 2 N D A V E 17 1 S T A V E RO Y R O G E R S R D 17 5 T H A V E SA B R I N A A V E UMBER SPRINGS 10/17/2016 SW 174TH LP - PROFILE HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 5' SW 174TH LP - PLAN SCALE: 1" = 20' 175TH AVE SEE SHEET 10.2 STORM LATERAL TABLE LOT#STATION LENGTH SLOPE I.E.MAT. 83 2+62.67 SDLN-3 35.60 0.0489 242.37 D3034 84 3+42.00 SDLN-3 34.00 0.0200 241.13 D3034 85 3+92.00 SDLN-3 34.00 0.0200 241.28 C900 86 4+32.56 SDLN-3 34.00 0.0200 241.40 C900 PRIVATE DRIVEWAY STATIONS LOT#STREET STATION WIDTH 83 0+59.07, 18.09' RT 16.00 84 0+87.97, 14.00' RT 16.00 85 1+58.05, 14.00' RT 16.00 86 1+88.47, 14.00' RT 16.00 LEGEND: SIDEWALK BUILT BY DEVELOPMENT SIDEWALK BUILT BY HOME BUILDER * NOTE: PRIVATE DRIVEWAYS TO BE BUILT UNDER SEPARATE PERMIT INLET DATA: 3A 3B 3C STORM NOTES: 1 2 3 STREET NOTES: INSTALL STANDARD ADA ACCESSIBLE RAMP PER DETAIL 3, SHEET DTL1. INSTALL MONUMENT BOX TYPE PER DETAIL 170, SHEET DTL2. CONSTRUCT CURB DROP FOR RESIDENTIAL DRIVEWAY WITH 3-FOOT WINGS. SEE TABLE, THIS SHEET, FOR LOCATION AND WIDTH. CONSTRUCT 3' X 5' ROOT PATH PER DETAIL ON SHEET L1.04. 1A 2 3 INSTALL STORM MANHOLE PER CWS DWG NO. 010. INSTALL 60" STORM MANHOLE W/ INSIDE DROP PER CWS DWG NO. 010, SHEET DTL3 AND DWG NO. 080, SHEET DTL6. INSTALL 4" PVC STORM SEWER LATERAL @ S=0.0200 MIN. PER CWS DWG NO. 520. SEE TABLE, THIS SHEET, FOR LATERAL INFORMATION. INSTALL INLET CATCH BASIN (CG-30) PER CWS DWG NO. 330. SEE TABLE, THIS SHEET, FOR CATCH BASIN INFORMATION. 175TH AVE SEE SHEET 10.2 174TH LP SEE SHEET 11.2 GENERAL NOTES: 1.CONSTRUCT SW 174TH LP PER TYPICAL STREET SECTION A, THIS SHEET. 2.REFER TO CR SHEETS FOR CURB RETURN INFORMATION. 3.ITALIC STATION LABELS INDICATE PIPE STATIONING. 4.ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE NOTED. 1C 11 2+61.0 42.5 0.0425 242.0 3+36.0 36.4 0.0273 241.4 3+86.5 36.1 0.0126 241.0 4+28.5 36.0 0.0144 241.2 SD SS SS S S S D SD SS SS S D S S SW J E A N L O U I S E R O A D SDLN-11 6.00' PUE SW SABRINA AVENUE 10+00 11+00 12+00 13+00 14+00 15+00 7+ 0 0 8+ 0 0 SD SD SD SD SD SD SD SD SD S S S S SS SS SS S S S S S S SS SS SS SS SS 9 + 0 0 1 0 + 0 0 SDMH 11A SDMH 1F 1D 6.00' PUE 1D S D S D 118 119 73 64 SDCI 1F.2 SDCI 1F.1 1A 1A3B 3A SD L N - 1 SD L N - 1 2 S D SDCI 1F.3 (TYP) (TYP) 5 5 1+002+002+19 POSSIBLE FUTURE SW SABRINA AVENUE POTENTIAL FUTURE PROPERTY LINES S D S D S D S D S D S D S D S D S D S D S D S D S D S S S S S S S S S S S S S S S S S S S S S S S S S S 9 S D SDCB 11A.1 W W W W W W W W W W W #06D186 #06D185C #06D184C #06D182 #06D183C 237 240 250 260 270 280 237 240 250 260 270 280 10+00 11+00 12+00 13+00 14+00 15+00 119.38 LF 1 2 " ( P V C ) @ S=0.04 2 2 CLASS 'B' GRANULAR BACKFILL & BEDDING 8" DI WATER 7.66% -2.50% -1.00% -6.75 % 1.00%2.50%PVI STA = 10+00.00 ELEV = 264.22 PV I S T A = 1 4 + 2 9 . 0 1 EL E V = 2 6 2 . 4 3 PVI STA: 13+74.47 PVI ELEV: 261.62 K: 5.00 LVC: 38.73 BV C S : 1 3 + 5 5 . 1 0 BV C E : 2 6 2 . 9 2 EV C S : 1 3 + 9 3 . 8 4 EV C E : 2 6 1 . 8 1 LOW PT. STA: 13+88.84 LOW PT ELEV: 261.79 PVI STA: 14+50.81 PVI ELEV: 261.89 K: 5.00 LVC: 7.50 BV C S : 1 4 + 4 7 . 0 6 BV C E : 2 6 1 . 9 8 EV C S : 1 4 + 5 4 . 5 6 EV C E : 2 6 1 . 8 5 PVI STA: 14+11.03 PVI ELEV: 261.98 K: 5.00 LVC: 7.50 BV C S : 1 4 + 0 7 . 2 8 BV C E : 2 6 1 . 9 5 EV C S : 1 4 + 1 4 . 7 8 EV C E : 2 6 2 . 0 8 PVI STA: 11+57.33 PVI ELEV: 276.27 K: 20.00 LVC: 288.05 BV C S : 1 0 + 1 3 . 3 1 BV C E : 2 6 5 . 2 4 EV C S : 1 3 + 0 1 . 3 6 EV C E : 2 6 6 . 5 5 HIGH PT. STA: 11+66.43 HIGH PT ELEV: 271.10 FINISH GRADE @ STREET CENTERLINE EXISTING GROUND @ STREET CENTERLINE BE G I N S T R E E T C O N S T R U C T I O N ST A = 1 3 + 0 0 . 0 0 ( S A B R I N A ) EL E V = 2 6 6 . 7 6 IN T E R S E C T I O N ST A = 7 + 3 7 . 5 0 ( J E A N L O U I S E ) ( S A B R I N A ) SD M H 1 1 A ST A = 1 3 + 0 6 . 6 3 , 3 . 0 0 ' R (S A B R I N A ) 10 " I E I N = 2 6 0 . 0 0 ( E ) 12 " I E O U T = 2 5 7 . 6 3 ( N ) ST A = 2 + 1 9 . 3 8 ( S D L N - 1 1 ) RI M = 2 6 6 . 1 2 SD M H 1 F ST A = 1 4 + 2 6 . 0 1 , 3 . 0 0 ' R (S A B R I N A ) 12 " I E I N = 2 5 2 . 5 9 ( E ) 12 " I E I N = 2 5 2 . 5 9 ( S ) 10 " I E I N = 2 5 4 . 6 9 ( S W ) 10 " I E I N = 2 5 6 . 5 2 ( S E ) 10 " I E I N = 2 5 4 . 6 9 ( N E ) 12 " I E O U T = 2 5 2 . 3 9 ( W ) ST A = 1 + 0 0 . 0 0 ( S D L N - 1 1 ) RI M = 2 6 2 . 3 9 25 9 . 3 8 25 7 . 0 0 0.0392 25 2 . 3 7 25 2 . 3 2 25 5 . 0 1 25 5 . 3 4 #0 6 D 1 8 2 #0 6 D 1 8 6 SDCI 1F.1 13+88.84, 19.57' L (SABRINA) RIM/TC = 261.22 10" IE OUT = 257.01 43.49 LF (PVC) @S=0.0534 SDCI 1F.2 13+88.81, 19.57' R (SABRINA) RIM/TC = 261.29 10" IE OUT = 257.06 40.72 LF (PVC) @S=0.0131 261.83 257.33 0.0607 261.88 256.56 0.0381 2.50% TRAVEL 18' SWTRAVEL 18' 5' 58' R.O.W. 36' PAVEMENT LC R/W N.T.S. NEIGHBORHOOD ROUTE - SW SABRINA AVENUE PUE 6' C1 PLANT. 5' 2.50% R/W PUE 6' PLANT. 5' SW 5' 2 DTL15' WIDE CONCRETE SIDEWALK PER DETAIL 120, SHEET DTL1. CONCRETE CURB AND GUTTER PER DETAIL 126, SHEET DTL1. PAVEMENT SECTION 5:1 MA X .5:1 MAX. 0.50'0.50'0.50' CURB 0.50' CURB SDMH 1F PLAN SDMH 1F ROLLOUT DETAIL 252.00 255.00 60" SD 1F RIM: 262.40 5.59' 0.41'1.96' 0.13' 0.44' 1.64' 12" OUT W IE: 252.39 12" IN S IE: 252.59 12" IN E IE: 252.59 10" IN NE IE: 254.69 10" IN SW IE: 254.69 10" IN SE IE: 256.52 12" OUT W IE: 252.39 10" IN NE IE: 254.69 12" IN E IE: 252.59 10" IN SE IE: 256.52 12" IN S IE: 252.59 10" IN SW IE: 254.691.50'1.52' 259.00 13.1 SW SABRINA AVE STREET & STORM PLAN & PROFILE SCALE 1 INCH = 20 FEET 20 10 200 Construction Documents N: \ p r o j \ 3 9 5 - 0 2 9 \ 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 \ 3 9 5 0 2 9 . ( 1 3 ) S T - S A B R I N A . d w g - S H E E T : 13 . 1 Oc t . 1 7 , 1 6 - 11 : 3 0 A M Bo b 10/17/2016 ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design Polygon at West River Terrace 1ST SUBMITTAL DATE REVISIONS DATE DESCRIPTION KEY MAP EXPIRES: JUNE 30, 2018 JEAN LOUISE RD 17 4 T H L O O P 17 2 N D A V E 17 1 S T A V E RO Y R O G E R S R D 17 5 T H A V E SA B R I N A A V E UMBER SPRINGS 10/17/2016 SW SABRINA AVE - PROFILE HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 5' SW SABRINA AVE - PLAN SCALE: 1" = 20' SA B R I N A A V E SE E S H E E T 1 3 . 2 GENERAL NOTES: 1.CONSTRUCT SW SABRINA AVE PER TYPICAL STREET SECTION C1, THIS SHEET. 2.REFER TO CR SHEETS FOR CURB RETURN INFORMATION. 3.ITALIC STATION LABELS INDICATE PIPE STATIONING. 4.ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE NOTED. 5."POSSIBLE FUTURE SW SABRINA AVENUE" STREET EXTENSION WILL NOT BE CONSTRUCTED UNDER THIS PERMIT AND IS SHOWN FOR INFORMATIONAL PURPOSES ONLY. LEGEND: SIDEWALK BUILT BY DEVELOPMENT SIDEWALK BUILT BY HOME BUILDER INSTALL STORM MANHOLE PER CWS DWG NO. 010. INSTALL 60" STORM MANHOLE W/ INSIDE DROP PER CWS DWG NO. 010, SHEET DTL3 AND DWG NO. 090, SHEET DTL6. INSTALL INLET CATCH BASIN (CG-30) PER CWS DWG NO. 330. SEE TABLE, THIS SHEET, FOR CATCH BASIN INFORMATION. STORM NOTES: 1 3 INLET DATA: 3A 3B JEAN LOUISE RD SEE SHEET 9.2 JEAN LOUISE RD SEE SHEET 9.2 STREET NOTES: INSTALL STANDARD ADA ACCESSIBLE RAMP PER DETAIL 3, SHEET DTL1. INSTALL MONUMENT BOX TYPE PER DETAIL 170, SHEET DTL2. CONSTRUCT 20' WIDE COMMERCIAL DRIVEWAY PER DETAIL 143, SEE SHEET DTL1. CL STA: 13+10.01, 18.00' LT (SABRINA) CL STA: 13+10.01, 18.00' RT (SABRINA) INSTALL 28' WIDE TYPE III STREET BARRICADE PER DETAIL 192, SHEET DTL2. 1A 2 ALLEY F SEE SHEET 21 ALLEY E SEE SHEET 20.2 5 9 1D #06D182 252.32 255.01 252.37 255.34 255.01 255.34 252.37 252.32 SD SS SD SS SD SS SD SS SD SS SD SS SD SS SD S D S D S D SW SABRINA AVENUE 15+00 16+00 17+00 18+00 19+00 6.00' PUE S D S D S D S D S D S D S D S D SD SD SD SD SD SS SS SS SS SS SS SS SS SS SS SS SS 0+791+002+00 3 + 0 0 SS SS SS SS SS SS SS SS SS SDMH 5A SDMH 15C 6.00' PUE2 (TYP) SDLN-1 1C 1 SDMH 1A S D S D S D S D S D S D S D S D 82 SDCI 5A.2 SDCI 5A.1 SDCI 2A SDCI 1A.1 SDMH 2B SDLN-5 SD L N - 1 4A 3C 1D3B 3A SD L N - 2 1 + 0 0 7 5 5 1+002+002+06 2 2 2+ 0 0 3+00 SD L N - 1 5 SD S D SDCB 5A.4 SDCB 5A.3 S D S D SD S D SD SS W W W W W W W W INSTALL 6" REINFORCED CONCRETE SIDEWALK SECTIONS ALIGNING WITH MAINTENANCE ACCESS W W W W W W CL STA: 19+28.66 (SABRINA) END CONSTRUCTION ROAD AND UTILITY IMPROVEMENTS NORTH OF THIS POINT UNDER SEPARATE PERMIT SDMH 1B 65 6766 71706968 72 #06D155C #06D156C #06D154 #06D153 #06D201C #06D200C #06D132 #06D133 #06D128FM SDMH 16A #06D131 220 230 240 250 260 270 220 230 240 250 260 270 15+00 16+00 17+00 18+00 19+00 19+50 105. 5 0 L F 1 2 " ( P V C ) @ S = 0 . 0 9 7 9 CLASS 'B' GRANULAR BACKFILL & BEDDING -1.00% -8.00 % PVI STA: 18+13.84 PVI ELEV: 241.35 K: 17.73 LVC: 124.00 BV C S : 1 7 + 5 1 . 8 4 BV C E : 2 4 6 . 3 1 EV C S : 1 8 + 7 5 . 8 4 EV C E : 2 4 0 . 7 3 PVI STA: 15+72.16 PVI ELEV: 260.67 K: 20.00 LVC: 139.90 BV C S : 1 5 + 0 2 . 2 1 BV C E : 2 6 1 . 3 7 EV C S : 1 6 + 4 2 . 1 1 EV C E : 2 5 5 . 0 8 FINISH GRADE @ STREET CENTERLINE EXISTING GROUND @ STREET CENTERLINE 10" SD 0.95' CLR 20" D I W A T E R SD M H 5 A ST A = 1 5 + 4 5 . 0 1 , 3 . 0 0 ' R (S A B R I N A ) 10 " I E I N = 2 5 4 . 6 3 ( S W ) 10 " I E I N = 2 5 3 . 1 3 ( S E ) 10 " I E I N = 2 5 5 . 0 5 ( W ) 10 " I E I N = 2 5 3 . 1 3 ( E ) 12 " I E O U T = 2 5 2 . 9 3 ( N ) ST A = 2 + 0 5 . 5 0 ( S D L N - 5 ) RI M = 2 6 0 . 3 9 SD M H 1 B ST A = 1 6 + 5 0 . 5 1 , 3 . 0 0 ' R (S A B R I N A ) 12 " I E I N = 2 4 2 . 6 0 ( S ) 12 " I E I N = 2 3 8 . 5 8 ( W ) 12 " I E O U T = 2 3 8 . 4 8 ( N ) ST A = 2 + 6 6 . 4 7 ( S D L N - 1 ) ST A = 0 + 0 0 . 0 0 ( S D L N - 5 ) RI M = 2 5 4 . 3 4 SD M H 1 A ST A = 1 8 + 3 8 . 3 8 , 2 . 7 3 ' R (S A B R I N A ) 12 " I E I N = 2 3 7 . 9 0 ( S ) 10 " I E I N = 2 3 7 . 9 0 ( S E ) 10 " I E I N = 2 3 7 . 9 0 ( S W ) 12 " I E I N = 2 3 7 . 9 0 ( N E ) 18 " I E O U T = 2 3 7 . 7 0 ( W ) SU M P = 2 3 2 . 8 1 ST A = 0 + 7 8 . 7 4 ( S D L N - 1 ) RI M = 2 4 1 . 4 3 SD M H 1 5 C ST A = 1 8 + 5 1 . 8 9 , 0 . 1 3 ' L (S A B R I N A ) 18 " I E I N = 2 3 0 . 2 8 ( N W ) 18 " I E O U T = 2 3 0 . 2 8 ( N ) SU M P = 2 2 7 . 5 0 ST A = 2 + 2 8 . 9 6 ( S D L N - 1 5 ) RI M = 2 4 1 . 1 3 6" SD 0.83' CLR 187.73 LF 12" (PVC) @ S=0.0031 10" SD 0.89' CLR 6" SD 2.47' CLR #0 6 D 1 2 8 F M #0 6 D 1 3 2 #0 6 D 1 5 3 #0 6 D 1 5 4 25 3 . 9 5 25 6 . 1 8 25 4 . 2 8 25 6 . 0 5 25 3 . 5 9 0.1 0 7 1 0.0027 1+ 0 0 . 0 0 25 4 . 4 6 24 2 . 2 9 23 8 . 1 9 23 8 . 1 7 18 + 4 8 . 0 9 , 2+ 3 0 . 0 3 0. 3 2 ' L 23 7 . 6 6 23 7 . 6 8 23 7 . 6 8 23 0 . 1 0 23 0 . 0 0 SDCI 5A.1 15+28.00, 19.50' L (SABRINA) RIM/TC = 260.71 10" IE OUT = 255.64 28.21 LF (PVC) @S=0.0357 SDCI 5A.2 15+28.00, 19.50' R (SABRINA) RIM/TC = 260.98 10" IE OUT = 254.30 23.70 LF (PVC) @S=0.0493 SDCI 2A 18+22.35, 15.20' R (SABRINA) RIM/TC = 241.67 10" IE OUT = 238.00 20.01 LF (PVC C900) @S=0.0050 SDCI 1A.1 18+22.54, 14.72' L (SABRINA) RIM/TC = 241.68 10" IE OUT = 237.97 23.69 LF (PVC C900) @S=0.0030 2.50% TRAVEL 12' SWTRAVEL 12' 5.5' 44' R.O.W. 24' PAVEMENT LC R/W N.T.S. NEIGHBORHOOD ROUTE - SW SABRINA AVENUE PUE 6' C2 2.50% R/W SW 12.5' 2 DTL1CONCRETE SIDEWALK PER DETAIL 120, SHEET DTL1. CONCRETE CURB AND GUTTER PER DETAIL 126, SHEET DTL1. PAVEMENT SECTION 5:1 MAX. 0.50'0.50'0.50' CURB 0.50' CURB 60" SD 5A RIM: 260.43 SDMH 5A PLAN 1.53' 2.24' 2.09' 2.07' 3.39' 12" OUT N IE: 254.43 10" IN E IE: 254.63 10" IN W IE: 255.0510" IN SW IE: 254.63 10" IN SE IE: 254.63 60" SD 2A RIM: 260.43 SDMH 1A PLAN 1.24' 4.74' 2.60' 0.71' 1.19' 10" IN SE IE: 237.90 10" IN SW IE: 237.90 12" IN S IE: 237.90 12" IN NE IE: 237.90 12" IN NE IE: 237.70 13.2 SW SABRINA AVE STREET & STORM PLAN & PROFILE SCALE 1 INCH = 20 FEET 20 10 200 Construction Documents N: \ p r o j \ 3 9 5 - 0 2 9 \ 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 \ 3 9 5 0 2 9 . ( 1 3 ) S T - S A B R I N A . d w g - S H E E T : 13 . 2 Oc t . 1 7 , 1 6 - 11 : 3 0 A M Bo b 10/17/2016 ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design Polygon at West River Terrace 1ST SUBMITTAL DATE REVISIONS DATE DESCRIPTION KEY MAP EXPIRES: JUNE 30, 2018 JEAN LOUISE RD 17 4 T H L O O P 17 2 N D A V E 17 1 S T A V E RO Y R O G E R S R D 17 5 T H A V E SA B R I N A A V E UMBER SPRINGS 10/17/2016 SW SABRINA AVE - PROFILE HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 5' SW SABRINA AVE - PLAN SCALE: 1" = 20' STORM LATERAL TABLE LOT#STATION LENGTH SLOPE I.E.MAT. 65 1+61.09 SDLN-5 32.00 0.1428 253.40 D3034 66 1+22.00 SDLN-5 32.00 0.1999 251.40 D3034 67 2+54.47 SDLN-1 32.00 0.3337 249.37 D3034 68 2+20.47 SDLN-1 32.00 0.2654 247.08 D3034 69 1+90.40 SDLN-1 32.00 0.2142 245.35 D3034 70 1+52.47 SDLN-1 32.00 0.0560 240.17 D3034 71 1+20.90 SDLN-1 32.00 0.0937 241.28 D3034 72 0+99.09 SDLN-1 32.00 0.0777 240.70 D3034 LEGEND: SIDEWALK BUILT BY DEVELOPMENT SIDEWALK BUILT BY HOME BUILDER GENERAL NOTES: 1.CONSTRUCT SW SABRINA AVE PER TYPICAL STREET SECTION C1 ON SHEET 13.1, AND SECTION C2 ON THIS SHEET. 2.REFER TO CR SHEETS FOR CURB RETURN INFORMATION. 3.ITALIC STATION LABELS INDICATE PIPE STATIONING. 4.ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE NOTED. INSTALL STORM MANHOLE PER CWS DWG NO. 010. INSTALL 60" STORM MANHOLE W/ INSIDE DROP PER CWS DWG NO. 010, SHEET DTL3 AND DWG NO. 080, SHEET DTL6. INSTALL 60" STORM MANHOLE W/ INSIDE DROP PER CWS DWG NO. 010, SHEET DTL3 AND DWG NO. 090, SHEET DTL6. INSTALL 4" PVC STORM SEWER LATERAL @ S=0.0200 MIN. PER CWS DWG NO. 520. SEE TABLE, THIS SHEET, FOR LATERAL INFORMATION. INSTALL INLET CATCH BASIN (CG-30) PER CWS DWG NO. 330. SEE TABLE, THIS SHEET, FOR CATCH BASIN INFORMATION. INSTALL INLET CATCH BASIN (CG-48) PER CWS DWG NO. 340. SEE TABLE, THIS SHEET, FOR CATCH BASIN INFORMATION. STORM NOTES: 1 2 3 4 STREET NOTES: 1A 2 INSTALL STANDARD ADA ACCESSIBLE RAMP PER DETAIL 3, SHEET DTL1. INSTALL MONUMENT BOX TYPE PER DETAIL 170, SHEET DTL2. CONSTRUCT 20' WIDE COMMERCIAL DRIVEWAY PER DETAIL 143, SEE SHEET DTL1. CL STA: 15+48.01, 18.00' LT (SABRINA) CL STA: 15+48.01, 18.00' RT (SABRINA) CONSTRUCT 3' ASPHALT BENCH AT END OF STREET IMPROVEMENTS. INLET DATA: 3A 3B ALLEY C3 SEE SHEET 19.2 SA B R I N A A V E SE E S H E E T 1 3 . 1 ALLEY D SEE SHEET 20.1 SDLN-9 SEE SHEET 20.1 SDLN-2 SEE SHEET 19.2 5 7 3C 1C 4A 1D 34.8 0.0691 251.5 35.3 0.1276 249.5 34.2 0.2414 246.7 34.1 0.1950 245.0 33.7 0.1837 244.5 1+48.5 34.9 0.1299 242.7 34.0 0.1174 242.1 1+00.5 34.8 0.0879 241.1 260.96 255.45 #06D154 254.28 253.59 256.05 256.18 253.95 #06D132 0.0532 242.21 238.19 0.0215 242.22 239.10 0.0710 256.42 0.0101 6.00' PUE SW 172ND AVENUE10+00 11+00 12+00 13+00 SD SD SD SS SS SS SDMH 12A SDLN-12 1 6.00' PUE 124 123 5 5 2+002+20 POSSIBLE FUTURE SW 172ND AVENUE POTENTIAL FUTURE PROPERTY LINES SD SD SD SD SD SD SD SD SD S S S S S S S S S S S S S S S S S S W W W #06D190 #06D189C #06D188C 240 250 260 270 280 240 250 260 270 280 10+00 11+00 12+00 13+00 13+75 120.3 3 L F 1 2 " ( P V C ) @ S=0. 0 6 4 4 CLASS 'B' GRANULAR BACKFILL & BEDDING 8" DI WATER 5.73% -3.42% PVI STA = 10+00.00 ELEV = 266.03 PVI STA:13+86.55 PVI ELEV:264.84 K:5.00 LVC:29.58 BV C S : 1 3 + 7 1 . 7 6 BV C E : 2 6 5 . 3 4 PVI STA:11+31.42 PVI ELEV:273.55 K:20.00 LVC:182.83 BV C S : 1 0 + 4 0 . 0 0 BV C E : 2 6 8 . 3 2 EV C S : 1 2 + 2 2 . 8 4 EV C E : 2 7 0 . 4 3 FINISH GRADE @ STREET CENTERLINE EXISTING GROUND @ STREET CENTERLINEBE G I N S T R E E T C O N S T R U C T I O N ST A = 1 3 + 0 0 . 0 0 ( 1 7 2 N D ) EL E V = 2 6 8 . 5 0 SD M H 1 2 A ST A = 1 3 + 0 5 . 6 8 , 3 . 0 0 ' R (1 7 2 N D ) 12 " I E O U T = 2 6 2 . 2 5 ( N ) ST A = 2 + 2 0 . 3 3 ( S D L N - 1 2 ) RI M = 2 6 7 . 5 3 #0 6 D 1 9 0 26 1 . 7 7 0.0616 2.50% TRAVEL 14' SWTRAVEL 14' 5' 50' R.O.W. 28' PAVEMENT LC R/W N.T.S. LOCAL STREET - SW 172ND AVENUE PUE 6' A PLANT. 5' 2.50% R/W PUE 6' PLANT. 5' SW 5' 1 DTL15' WIDE CONCRETE SIDEWALK PER DETAIL 120, SHEET DTL1. CONCRETE CURB AND GUTTER PER DETAIL 126, SHEET DTL1. PAVEMENT SECTION 5:1 MAX .5:1 MAX. 0.50'0.50'0.50' CURB 0.50' CURB 14.1 SW 172ND AVE STREET & STORM PLAN & PROFILE SCALE 1 INCH = 20 FEET 20 10 200 Construction Documents N: \ p r o j \ 3 9 5 - 0 2 9 \ 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 \ 3 9 5 0 2 9 . ( 1 4 ) S T - 1 7 2 N D . d w g - S H E E T : 14 . 1 Oc t . 1 7 , 1 6 - 11 : 5 3 A M Bo b 10/17/2016 ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design Polygon at West River Terrace 1ST SUBMITTAL DATE REVISIONS DATE DESCRIPTION KEY MAP EXPIRES: JUNE 30, 2018 JEAN LOUISE RD 17 4 T H L O O P 17 2 N D A V E 17 1 S T A V E RO Y R O G E R S R D 17 5 T H A V E SA B R I N A A V E UMBER SPRINGS 10/17/2016 SW 172ND AVE - PROFILE HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 5' SW 172ND AVE - PLAN SCALE: 1" = 20' LEGEND: SIDEWALK BUILT BY DEVELOPMENT SIDEWALK BUILT BY HOME BUILDER INSTALL STORM MANHOLE PER CWS DWG NO. 010. STORM NOTES: 1 ALLEY F SEE SHEET 21 ALLEY G SEE SHEET 21 17 2 N D A V E SE E S H E E T 1 4 . 2 INSTALL STANDARD ADA ACCESSIBLE RAMP PER DETAIL 3, SHEET DTL1. INSTALL MONUMENT BOX TYPE PER DETAIL 170, SHEET DTL2. CONSTRUCT 20' WIDE COMMERCIAL DRIVEWAY PER DETAIL 143, SEE SHEET DTL1. CL STA: 13+10.01, 14.00' RT (172ND) CL STA: 13+10.01, 14.00' LT (172ND) 1A 2 5 STREET NOTES: GENERAL NOTES: 1.CONSTRUCT SW 172ND AVE PER TYPICAL STREET SECTION A, THIS SHEET. 2.REFER TO CR SHEETS FOR CURB RETURN INFORMATION. 3.ITALIC STATION LABELS INDICATE PIPE STATIONING. 4.ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE NOTED. 5."POSSIBLE FUTURE SW 172ND AVENUE" STREET EXTENSION WILL NOT BE CONSTRUCTED UNDER THIS PERMIT AND IS SHOWN FOR INFORMATIONAL PURPOSES ONLY. SS SD SS SS S D S S S D SD S S S D S S S D S S S D S S S D S D S D S S SD SS SD SS SD SS SD SS SS S S S D SD SW U M B E R S P R I N G S L A N E SW 172ND AVENUE SW J E A N L O U I S E R O A D 14+00 15+00 16+00 17+00 5+ 0 0 6.00' PUE SD SD SD SD SD SD S D S D S D S D S D S D S D S D S DSDSD S S S S S S S S S S SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS S D S D SDMH 1G SDMH 6A SDMH 2F 1 2 + 0 0 SDLN-12 1C SD L N - 1 SD L N - 1 6.00' PUE 1 1 SDLN-6 SD L N - 2 2 (TYP) 2 (TYP) S D S D 1A 1A SDCI 6A.2 SDCI 6A.1SDCI 1G.1 SDCI 1G.2 SDCI 2F.1 4948 525150 60 47 53 3C 3D3B 3A 2 S D S D S D 1+00 (TYP) (TYP) 5 5 5 1+002+003+003+23 SD L N - 2 2 S S SS 2+ 0 0 2+75 W W W W W W W W W W W W W W W W W W W W W W SD W W 545657585955 #06D189C #06D188C #06D187 #06D141C #06D140C #06D139 #06D136 SDCI 2F.2 #06D137C #06D138C 235 240 250 260 270 280 235 240 250 260 270 280 13+75 14+00 15+00 16+00 17+00 17+75 -2.20%2.50%-1.00% -6.50% PV I S T A = 1 4 + 2 9 . 0 1 EL E V = 2 6 5 . 9 0 PVI STA:15+75.96 PVI ELEV:264.16 K:20.00 LVC:110.00 BV C S : 1 5 + 2 0 . 9 6 BV C E : 2 6 4 . 7 1 EV C S : 1 6 + 3 0 . 9 7 EV C E : 2 6 0 . 5 8 -2.20%2.50%-1.00% -6.50% PV I S T A = 1 4 + 2 9 . 0 1 EL E V = 2 6 5 . 9 0 PVI STA:15+75.96 PVI ELEV:264.16 K:20.00 LVC:110.00 BV C S : 1 5 + 2 0 . 9 6 BV C E : 2 6 4 . 7 1 EV C S : 1 6 + 3 0 . 9 7 EV C E : 2 6 0 . 5 8 PVI STA: 13+86.55 PVI ELEV: 264.84 K: 5.00 LVC: 29.58 BV C S : 1 3 + 7 1 . 7 6 BV C E : 2 6 5 . 3 4 EV C S : 1 4 + 0 1 . 3 4 EV C E : 2 6 5 . 2 1 LOW PT. STA: 13+88.84 LOW PT ELEV: 265.05 PVI STA: 14+51.47 PVI ELEV: 265.40 K: 5.00 LVC: 6.01 BV C S : 1 4 + 4 8 . 4 6 BV C E : 2 6 5 . 4 7 EV C S : 1 4 + 5 4 . 4 8 EV C E : 2 6 5 . 3 7 PVI STA: 17+32.27 PVI ELEV: 254.00 K: 13.80 LVC: 99.68 BV C S : 1 6 + 8 2 . 4 3 BV C E : 2 5 7 . 2 4 EV C S : 1 7 + 8 2 . 1 1 EV C E : 2 5 4 . 3 6 LOW PT. STA: 17+72.13 LOW PT ELEV: 254.32 120.3 3 L F 1 2 " ( P V C ) @ S=0. 0 6 4 4 221.26 L F 1 2 " ( P V C ) @ S=0.0 5 0 0 CLASS 'B' GRANULAR BACKFILL & BEDDING CLASS 'B' GRANULAR BACKFILL & BEDDING FINISH GRADE @ STREET CENTERLINE EXISTING GROUND @ STREET CENTERLINE ST A = 1 7 + 3 2 . 2 7 ( 1 7 2 N D ) ST A = 2 + 7 5 . 6 5 ( U M B E R S P R I N G S ) IN T E R S E C T I O N ST A = 5 + 0 3 . 5 0 ( J E A N L O U I S E ) ( 1 7 2 N D ) 8" DI W A T E R SD M H 1 G ST A = 1 4 + 2 6 . 0 1 , 3 . 0 0 ' R (1 7 2 N D ) 12 " I E I N = 2 5 4 . 5 0 ( E ) 10 " I E I N = 2 5 8 . 1 1 ( S W ) 12 " I E I N = 2 5 4 . 5 0 ( S ) 10 " I E I N = 2 5 8 . 1 1 ( S ) 12 " I E O U T = 2 5 4 . 3 0 ( W ) ST A = 1 + 0 0 . 0 0 ( S D L N - 1 2 ) RI M = 2 6 5 . 8 6 SD M H 6 A ST A = 1 5 + 4 5 . 0 1 , 3 . 0 0 ' R (1 7 2 N D ) 10 " I E I N = 2 5 8 . 4 2 ( S W ) 10 " I E I N = 2 5 8 . 4 2 ( S E ) 12 " I E O U T = 2 5 8 . 2 2 ( N ) ST A = 3 + 2 1 . 2 6 ( S D L N - 6 ) RI M = 2 6 4 . 2 2 SD M H 2 F ST A = 1 7 + 6 6 . 2 7 , 3 . 0 0 ' R (1 7 2 N D ) 12 " I E I N = 2 4 7 . 1 6 ( S ) 12 " I E I N = 2 4 7 . 1 6 ( E ) 10 " I E I N = 2 4 7 . 1 6 ( N W ) 10 " I E I N = 2 4 7 . 1 6 ( S E ) 12 " I E O U T = 2 4 6 . 9 6 ( W ) ST A = 1 + 0 0 . 0 0 ( S D L N - 6 ) RI M = 2 5 4 . 0 9 6" SD 1.00' CLR 6" SD 1.44' CLR #0 6 D 1 8 7 #0 6 D 1 3 9 #0 6 D 1 3 6 17 + 6 8 . 2 9 , 4 . 8 9 ' R 24 6 . 9 5 24 7 . 0 5 24 6 . 7 4 25 8 . 2 9 25 8 . 1 6 25 7 . 9 8 3+ 2 3 . 2 9 0.0494 223.29 26 5 . 9 8 25 4 . 2 6 25 4 . 3 6 25 4 . 1 1 0.0616 SDCI 1G.1 13+88.84, 15.57' L (172ND) RIM/TC = 264.60 10" IE OUT = 260.58 41.55 LF (PVC) @S=0.0595 SDCI 1G.2 13+88.81, 15.57' R (172ND) RIM/TC = 264.66 10" IE OUT = 260.63 39.26 LF (PVC) @S=0.0641 SDCI 6A.1 15+33.26, 15.50' L (172ND) RIM/TC = 264.47 10" IE OUT = 259.57 21.92 LF (PVC) @S=0.0525 SDCI 6A.2 15+33.26, 15.50' R (172ND) RIM/TC = 264.28 10" IE OUT = 259.31 17.16 LF (PVC) @S=0.0516 SDMH 1G PLAN SDMH 1G ROLLOUT DETAIL 254.00 255.00 60" SD 1G RIM: 265.87 261.00 6.85' 2.19' 0.11' 0.23' 1.84' 12" OUT W IE: 254.30 12" IN E IE: 254.50 12" IN S IE: 254.50 10" IN SW IE: 258.11 10" IN S IE: 258.11 260.00 12" OUT W IE: 254.30 12" IN E IE: 254.50 10" IN S IE: 258.11 12" IN S IE: 254.50 10" IN SW IE: 258.11 1.11' SDMH 2F PLAN 60" SD 2F RIM: 253.95 3.00' 2.84'3.07' 1.04' 1.01' 12" OUT W IE: 246.96 12" IN E IE: 247.16 12" IN S IE: 247.16 10" IN SE IE: 247.16 10" IN N IE: 247.16 14.2 SW 172ND AVE STREET & STORM PLAN & PROFILE SCALE 1 INCH = 20 FEET 20 10 200 Construction Documents N: \ p r o j \ 3 9 5 - 0 2 9 \ 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 \ 3 9 5 0 2 9 . ( 1 4 ) S T - 1 7 2 N D . d w g - S H E E T : 14 . 2 Oc t . 1 7 , 1 6 - 11 : 5 3 A M Bo b 10/17/2016 ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design Polygon at West River Terrace 1ST SUBMITTAL DATE REVISIONS DATE DESCRIPTION KEY MAP EXPIRES: JUNE 30, 2018 JEAN LOUISE RD 17 4 T H L O O P 17 2 N D A V E 17 1 S T A V E RO Y R O G E R S R D 17 5 T H A V E SA B R I N A A V E UMBER SPRINGS 10/17/2016 SW 172ND AVE - PROFILE HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 5' SW 172ND AVE - PLAN SCALE: 1" = 20' JEAN LOUISE RD SEE SHEET 9.3 LEGEND: SIDEWALK BUILT BY DEVELOPMENT SIDEWALK BUILT BY HOME BUILDER STORM LATERAL TABLE LOT#STATION LENGTH SLOPE I.E.MAT. 48 2+77.76 SDLN-6 28.00 0.0200 256.86 D3034 49 2+42.76 SDLN-6 28.00 0.0200 255.11 D3034 50 2+11.76 SDLN-6 28.00 0.0200 253.56 D3034 51 1+66.50 SDLN-6 28.00 0.0200 251.29 D3034 52 1+31.76 SDLN-6 28.00 0.0200 249.56 D3034 54 1+11.76 SDLN-6 43.97 0.0200 248.88 D3034 55 1+46.76 SDLN-6 34.00 0.0200 250.43 D3034 56 1+84.84 SDLN-6 34.00 0.0200 252.33 D3034 57 2+14.76 SDLN-6 34.00 0.0200 253.83 D3034 58 2+45.76 SDLN-6 34.00 0.0219 255.83 D3034 59 2+90.76 SDLN-6 34.00 0.0201 257.63 D3034 INLET DATA: 3A 3B INSTALL STORM MANHOLE PER CWS DWG NO. 010. INSTALL 60" STORM MANHOLE W/ INSIDE DROP PER CWS DWG NO. 010, SHEET DTL3 AND DWG NO. 080, SHEET DTL6. INSTALL 4" PVC STORM SEWER LATERAL @ S=0.0200 MIN. PER CWS DWG NO. 520. SEE TABLE, THIS SHEET, FOR LATERAL INFORMATION. INSTALL INLET CATCH BASIN (CG-30) PER CWS DWG NO. 330. SEE TABLE, THIS SHEET, FOR CATCH BASIN INFORMATION. STORM NOTES: 2 3 1 3C 3D JEAN LOUISE RD SEE SHEET 9.2 17 2 N D A V E SE E S H E E T 1 4 . 1 UMBER SPRINGS LN SEE SHEET 16 ALLEY C1 SEE SHEET 19.1 ALLEY C3 SEE SHEET 19.2 ALLEY B2 SEE SHEET 18 INSTALL STANDARD ADA ACCESSIBLE RAMP PER DETAIL 3, SHEET DTL1. INSTALL MONUMENT BOX TYPE PER DETAIL 170, SHEET DTL2. CONSTRUCT 20' WIDE COMMERCIAL DRIVEWAY PER DETAIL 143, SEE SHEET DTL1. CL STA: 15+48.01, 14.00' LT (172ND) CL STA: 15+48.01, 14.00' RT (172ND) CL STA: 2+51.59, 32.71' RT (UMBER SPRINGS) 1A 2 5 STREET NOTES: GENERAL NOTES: 1.CONSTRUCT SW 172ND AVE PER TYPICAL STREET SECTION A, SHEET 14.1. 2.REFER TO CR SHEETS FOR CURB RETURN INFORMATION. 3.ITALIC STATION LABELS INDICATE PIPE STATIONING. 4.ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE NOTED. 1C 2+80.0 30.3 0.0455 257.6 2+44.5 31.3 0.0461 255.9 2+13.0 30.7 0.0614 254.8 29.9 1+33.5 00.0 1+14.0 47.4 0.0251 249.2 1+49.0 37.3 0.0168 250.3 1+87.0 37.5 0.0183 252.3 2+17.0 37.0 0.0178 253.7 2+47.5 36.8 0.0304 255.7 2+92.0 36.4 0.0359 258.1 259.42 264.66 265.98 254.26 254.36 254.11 254.36254.11 254.26 #06D187#06D136 246.95 247.05 246.74 0.0734 260.81 265.21 0.0650 260.29 265.29 0.0555 264.65 0.0584 6.00' PUE SW 171ST AVENUE10+00 11+00 12+00 13+00 SD SD SS SS SS SDMH 13A SDLN-13 1C 6.00' PUE 130 129 128 5 5 2+002+17 POSSIBLE FUTURE SW 171ST AVENUE POTENTIAL FUTURE PROPERTY LINES S D S D S D S D S D S D S D S D S D S D S D S D S D S S S S S S S S S S S S S S S S S S S S S S S S S S 9 SD SDCB 13A.1 W W W #06D194 #06D193C #06D192C 243 250 260 270 280 243 250 260 270 280 10+00 11+00 12+00 13+00 13+75 116.64 LF 12" (PV C ) @ S=0.0232 CLASS 'B' GRANULAR BACKFILL & BEDDING 8" DI WATER 4.70% -3.50% -2.47% PVI STA: 13+12.21 PVI ELEV: 265.95 K: 19.34 LVC: 20.00 BV C S : 1 3 + 0 2 . 2 1 BV C E : 2 6 6 . 3 0 EV C S : 1 3 + 2 2 . 2 1 EV C E : 2 6 5 . 7 0 LVC: 24.83 BV C S : 1 3 + 6 9 . 4 3 BV C E : 2 6 4 . 5 4 EV C S : 1 3 + 9 4 . 2 6 EV C E : 2 6 4 . 5 4 PVI STA: 11+50.00 PVI ELEV: 271.62 K: 20.00 LVC: 163.93 BV C S : 1 0 + 6 8 . 0 4 BV C E : 2 6 7 . 7 8 EV C S : 1 2 + 3 1 . 9 6 EV C E : 2 6 8 . 7 6 HIGH PT. STA: 11+61.96 HIGH PT ELEV: 269.98 FINISH GRADE @ STREET CENTERLINE EXISTING GROUND @ STREET CENTERLINE BE G I N S T R E E T C O N S T R U C T I O N ST A = 1 3 + 0 0 . 0 0 ( 1 7 1 S T ) EL E V = 2 6 6 . 3 7 SD M H 1 3 A ST A = 1 3 + 0 9 . 3 8 , 3 . 0 0 ' R (1 7 1 S T ) 10 " I E I N = 2 6 1 . 0 0 ( W ) 12 " I E O U T = 2 5 8 . 5 6 ( N ) ST A = 2 + 1 6 . 6 4 ( S D L N - 1 3 ) RI M = 2 6 6 . 0 1 #0 6 D 1 9 4 25 8 . 9 0 25 8 . 3 3 0.0230 2.50% TRAVEL 14' SWTRAVEL 14' 5' 50' R.O.W. 28' PAVEMENT LC R/W N.T.S. LOCAL STREET - SW 171ST AVENUE PUE 6' A PLANT. 5' 2.50% R/W PUE 6' PLANT. 5' SW 5' 1 DTL15' WIDE CONCRETE SIDEWALK PER DETAIL 120, SHEET DTL1. CONCRETE CURB AND GUTTER PER DETAIL 126, SHEET DTL1. PAVEMENT SECTION 5:1 MA X .5:1 MAX. 0.50'0.50'0.50' CURB 0.50' CURB 15.1 SW 171ST AVE STREET & STORM PLAN & PROFILE SCALE 1 INCH = 20 FEET 20 10 200 Construction Documents N: \ p r o j \ 3 9 5 - 0 2 9 \ 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 \ 3 9 5 0 2 9 . ( 1 5 ) S T - 1 7 1 S T . d w g - S H E E T : 15 . 1 Oc t . 1 7 , 1 6 - 11 : 5 6 A M Bo b 10/17/2016 ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design Polygon at West River Terrace 1ST SUBMITTAL DATE REVISIONS DATE DESCRIPTION KEY MAP EXPIRES: JUNE 30, 2018 JEAN LOUISE RD 17 4 T H L O O P 17 2 N D A V E 17 1 S T A V E RO Y R O G E R S R D 17 5 T H A V E SA B R I N A A V E UMBER SPRINGS 10/17/2016 SW 171ST AVE - PROFILE HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 5' SW 171ST AVE - PLAN SCALE: 1" = 20' LEGEND: SIDEWALK BUILT BY DEVELOPMENT SIDEWALK BUILT BY HOME BUILDER INSTALL STORM MANHOLE PER CWS DWG NO. 010. INSTALL 60" STORM MANHOLE W/ INSIDE DROP PER CWS DWG NO. 010, SHEET DTL3 AND DWG NO. 080, SHEET DTL6. STORM NOTES: 1 17 1 S T A V E SE E S H E E T 1 5 . 2 ALLEY G SEE SHEET 21 ALLEY H SEE SHEET 21 CONSTRUCT 20' WIDE COMMERCIAL DRIVEWAY PER DETAIL 143, SEE SHEET DTL1. CL STA: 13+10.01, 14.00' LT (171ST) CL STA: 13+20.51, 14.00' RT (171ST) INSTALL 28' WIDE TYPE III STREET BARRICADE PER DETAIL 192, SHEET DTL2. 5 STREET NOTES: 9 GENERAL NOTES: 1.CONSTRUCT SW 171ST AVE PER TYPICAL STREET SECTION A, THIS SHEET. 2.REFER TO CR SHEETS FOR CURB RETURN INFORMATION. 3.ITALIC STATION LABELS INDICATE PIPE STATIONING. 4.ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE NOTED. 5."POSSIBLE FUTURE SW 171ST AVENUE" STREET EXTENSION WILL NOT BE CONSTRUCTED UNDER THIS PERMIT AND IS SHOWN FOR INFORMATIONAL PURPOSES ONLY. 1C S D S S SD SD SD SS SS S S S D SD S D S S S D S S S D S S S D SS SS SD S D S S SW U M B E R S P R I N G S L A N E SW 171ST AVENUE S W R O C K Y R A M B L E L A N E SW J E A N L O U I S E R O A D SD SD 14+00 15+00 16+00 17+00 3+ 0 0 0+ 0 0 6.00' PUE SD SD SD SD SD S D S D S D S D S D S D S D S D S D S D S D S D S S S S S S S S S S S S SS SS S S S S SS SS SS SS SS SS SS SS SS SS SS SDMH 1H SDMH 7A SDMH 2H 1 4 + 0 0 SDLN-13 1D SD L N - 1 SD L N - 1 6.00' PUE 6.00' PUE 6.00' PUE SDLN-7 SD L N - 2 S D L N - 2 1 1 2 (TYP) 2 (TYP) S D S D S D SD S D S D 28 1 2 42 41 40 39 38 43 SDCI 1H.1 SDCI 1H.2 SDCI 7A.1 SDCI 7A.2 SDCI 2H.1 1A 1A 3A 3B 3D 3C2 1+00 (TYP) (TYP) 25 5 1+002+003+003+33 5 S S 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 3634TRACT G33323130 372935 TRACT H S D #06D193C #06D192C #06D191 #06D147#06D149C #06D148C #06D146C #06D145 -2.50% -1.00% 2.50% -5.00% PV I S T A = 1 4 + 2 9 . 0 1 EL E V = 2 6 5 . 4 1 PVI STA:15+81.21 PVI ELEV:263.55 K:20.00 LVC:79.97 BV C S : 1 5 + 4 1 . 2 2 BV C E : 2 6 3 . 9 5 EV C S : 1 6 + 2 1 . 1 9 EV C E : 2 6 1 . 5 5 -2.50% -1.00% 2.50% -5.00% PV I S T A = 1 4 + 2 9 . 0 1 EL E V = 2 6 5 . 4 1 PVI STA:15+81.21 PVI ELEV:263.55 K:20.00 LVC:79.97 BV C S : 1 5 + 4 1 . 2 2 BV C E : 2 6 3 . 9 5 EV C S : 1 6 + 2 1 . 1 9 EV C E : 2 6 1 . 5 5 116.64 LF 12" (PV C ) @ S=0.0232 232.62 LF 1 2 " ( P V C ) @ S=0.04 2 0 230 240 250 260 270 230 240 250 260 270 13+75 14+00 15+00 16+00 17+00 17+75 CLASS 'B' GRANULAR BACKFILL & BEDDING CLASS 'B' GRANULAR BACKFILL & BEDDING 8" DI WA T E R FINISH GRADE @ STREET CENTERLINE EXISTING GROUND @ STREET CENTERLINE IN T E R S E C T I O N ST A = 2 + 7 3 . 5 0 ( J E A N L O U I S E ) ( 1 7 1 S T ) ST A = 1 7 + 3 2 . 2 7 ( 1 7 1 S T ) ST A = 0 + 0 0 . 0 0 ( U M B E R S P R I N G S ) SD M H 1 H ST A = 1 4 + 2 6 . 0 1 , 3 . 0 0 ' R (1 7 1 S T ) 12 " I E I N = 2 5 5 . 8 5 ( E ) 10 " I E I N = 2 5 9 . 7 5 ( S ) 12 " I E I N = 2 5 5 . 8 5 ( S ) 10 " I E I N = 2 5 8 . 1 1 ( S ) 12 " I E O U T = 2 5 5 . 6 5 ( W ) ST A = 1 + 0 0 . 0 0 ( S D L N - 1 3 ) RI M = 2 6 5 . 3 0 SD M H 7 A ST A = 1 5 + 3 3 . 2 6 , 3 . 0 0 ' R (1 7 1 S T ) 10 " I E I N = 2 5 8 . 2 2 ( W ) 10 " I E I N = 2 5 8 . 2 2 ( S E ) 10 " I E I N = 2 5 8 . 2 2 ( N E ) 12 " I E O U T = 2 5 8 . 0 2 ( N ) ST A = 3 + 3 2 . 6 2 ( S D L N - 7 ) RI M = 2 6 3 . 9 6 SD M H 2 H ST A = 1 7 + 6 5 . 8 8 , 3 . 0 0 ' R (1 7 1 S T ) 12 " I E I N = 2 4 8 . 2 5 ( E ) 12 " I E I N = 2 4 8 . 2 5 ( S ) 10 " I E I N = 2 4 8 . 2 5 ( N ) 12 " I E O U T = 2 4 8 . 0 5 ( W ) ST A = 1 + 0 0 . 0 0 ( S D L N - 7 ) RI M = 2 5 5 . 5 1 PVI STA: 17+32.29 PVI ELEV: 256.00 K: 13.80 LVC: 59.01 BV C S : 1 7 + 0 2 . 7 9 BV C E : 2 5 7 . 4 7 EV C S : 1 7 + 6 1 . 7 9 EV C E : 2 5 5 . 7 9 PVI STA: 13+81.84 PVI ELEV: 264.23 K: 5.00 LVC: 24.83 BV C S : 1 3 + 6 9 . 4 3 BV C E : 2 6 4 . 5 4 EV C S : 1 3 + 9 4 . 2 6 EV C E : 2 6 4 . 5 4 LOW PT. STA: 13+81.76 LOW PT ELEV: 264.38 PVI STA: 14+51.35 PVI ELEV: 264.85 K: 5.00 LVC: 7.50 BV C S : 1 4 + 4 7 . 6 0 BV C E : 2 6 4 . 9 4 EV C S : 1 4 + 5 5 . 1 0 EV C E : 2 6 4 . 8 1 #0 6 D 1 4 5 #0 6 D 1 4 7 #0 6 D 1 9 1 25 5 . 5 5 25 7 . 6 0 25 5 . 6 5 25 7 . 8 2 25 5 . 4 5 25 8 . 1 0 25 7 . 8 5 0.0406 25 5 . 8 1 24 8 . 4 1 0.0230 SDCI 1H.1 13+81.76, 15.50' L (171ST) RIM/TC = 264.49 10" IE OUT = 260.49 47.96 LF (PVC) @S=0.0156 SDCI 1H.2 13+81.76, 15.51' R (171ST) RIM/TC = 264.49 10" IE OUT = 260.50 45.98 LF (PVC) @S=0.0518 SDCI 7A.1 15+33.26, 15.50' L (171ST) RIM/TC = 264.14 10" IE OUT = 259.20 18.50 LF (PVC) @S=0.0532 SDCI 7A.2 15+27.76, 15.50' R (171ST) RIM/TC = 264.19 10" IE OUT = 259.26 13.66 LF (PVC) @S=0.0763 SDMH 1H PLAN SDMH 1H ROLLOUT DETAIL 255.00 60" SD 1H RIM: 265.29 262.00 260.00 6.85' 2.31' 0.24' 2.01'12" OUT W IE: 255.65 12" IN E IE: 255.85 12" IN S IE: 255.85 10" IN SW IE: 259.75 10" IN SW IE: 258.11 1.51' 1.36' 12" OUT W IE: 255.65 12" IN E IE: 255.85 10" IN SW IE: 258.11 12" IN S IE: 255.85 10" IN SW IE: 259.75 0.06' 15.2 SW 171ST AVE STREET & STORM PLAN & PROFILE SCALE 1 INCH = 20 FEET 20 10 200 Construction Documents N: \ p r o j \ 3 9 5 - 0 2 9 \ 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 \ 3 9 5 0 2 9 . ( 1 5 ) S T - 1 7 1 S T . d w g - S H E E T : 15 . 2 Oc t . 1 7 , 1 6 - 11 : 5 7 A M Bo b 10/17/2016 ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design Polygon at West River Terrace 1ST SUBMITTAL DATE REVISIONS DATE DESCRIPTION KEY MAP EXPIRES: JUNE 30, 2018 JEAN LOUISE RD 17 4 T H L O O P 17 2 N D A V E 17 1 S T A V E RO Y R O G E R S R D 17 5 T H A V E SA B R I N A A V E UMBER SPRINGS 10/17/2016 SW 171ST AVE - PROFILE HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 5' SW 171ST AVE - PLAN SCALE: 1" = 20' 17 1 S T A V E SE E S H E E T 1 5 . 1 LEGEND: SIDEWALK BUILT BY DEVELOPMENT SIDEWALK BUILT BY HOME BUILDER STORM LATERAL TABLE LOT#STATION LENGTH SLOPE I.E.MAT. 29 2+87.37 SDLN-7 28.00 0.0218 256.98 D3034 33 2+14.19 SDLN-7 28.00 0.0230 253.94 D3034 34 1+80.65 SDLN-7 28.00 0.0200 252.45 D3034 37 1+29.07 SDLN-7 34.50 0.0200 250.41 D3034 38 1+40.11 SDLN-7 34.00 0.0200 250.86 D3034 39 1+66.11 SDLN-7 34.00 0.0200 251.96 D3034 40 2+06.37 SDLN-7 34.00 0.0231 253.69 D3034 41 2+40.37 SDLN-7 34.00 0.0231 255.18 D3034 42 2+84.37 SDLN-7 34.00 0.0200 256.92 D3034 INLET DATA: 3A 3B INSTALL STORM MANHOLE PER CWS DWG NO. 010. INSTALL 60" STORM MANHOLE W/ INSIDE DROP PER CWS DWG NO. 010, SHEET DTL3 AND DWG NO. 090, SHEET DTL6. INSTALL 4" (6" FOR TOWNHOMES) PVC STORM SEWER LATERAL @ S=0.0200 MIN. PER CWS DWG NO. 520. SEE TABLE, THIS SHEET, FOR LATERAL INFORMATION. INSTALL INLET CATCH BASIN (CG-30) PER CWS DWG NO. 330. SEE TABLE, THIS SHEET, FOR CATCH BASIN INFORMATION. STORM NOTES: 2 3 1 3C 3D JEAN LOUISE RD SEE SHEET 9.3 JEAN LOUISE RD SEE SHEET 9.3 ALLEY B2 SEE SHEET 18 ALLEY A SEE SHEET 17.1 ROCKY RAMBLE LN SEE SHEET 17.1 UMBER SPRINGS LN SEE SHEET 16 STREET NOTES: INSTALL STANDARD ADA ACCESSIBLE RAMP PER DETAIL 3, SHEET DTL1. INSTALL MONUMENT BOX TYPE PER DETAIL 170, SHEET DTL2. CONSTRUCT 20' WIDE COMMERCIAL DRIVEWAY PER DETAIL 143, SEE SHEET DTL1. CL STA: 15+42.51, 14.00' RT (171ST) CL STA: 15+48.01, 14.00' LT (171ST) CL STA: 0+19.19, 31.24' RT (UMBER SPRINGS) 1A 2 5 GENERAL NOTES: 1.CONSTRUCT SW 171ST AVE PER TYPICAL STREET SECTION A, SHEET 15.1. 2.REFER TO CR SHEETS FOR CURB RETURN INFORMATION. 3.ITALIC STATION LABELS INDICATE PIPE STATIONING. 4.ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE NOTED. 1D 30.8 0.0268 254.1 0+00.5 00.0 0.0000 000.0 1+61.0 33.7 0.0288 252.2 2+04.5 38.0 0.0446 254.7 37.5 0.0537 256.4 2+83.5 37.7 0.0458 257.9 257.60 257.82 255.45 255.55 255.65 #06D191 255.45 257.60 255.65 257.82 255.55 0.0595 0.0681 295.15 0.0544 260.21 0.0428 259.79 SD SS S D S S SS SD SD SD SS S D SW UMBER SPRINGS LANE SW 1 7 1 S T A V E N U E SW 1 7 2 N D A V E N U E SW ROC K Y R A M B L E L A N E S D S D S D S D S D S D S D S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S SS SS SS SS SS SS 2+ 7 5 0+ 0 0 1+002+00 SD SD SD SDMH 2H SDMH 2F 6.00' PUE 1 1 SD SD SD SD SD SD SD SDCI 2F.1 SDCI 2G.1 SDCI 2G.2 SDCB 2G.3 SDCI 2H.1 SDLN-2 SD L N - 6 SD L N - 7 53 1 2 3852 4A 3A 3B 3C SD SD SD 4+00 5+00 6+00 7+00 2 2 5 5 5 SDLN-2 SDLN-2 1 SDMH 2G W W W W S D SDCI 2F.2 3D W W W W W W W W W W #06D136 #06D138C #06D137C #06D143C #06D142 #06D144C #06D146C #06D145 230 240 250 260 270 230 240 250 260 270 -0+250+001+002+003+00 86.82 LF 12" (PVC) @ S=0.0030 143.18 LF 12" (PVC) @ S=0.0030 CLASS 'B' GRANULAR BACKFILL & BEDDING 8" DI WATER -0.72% PVI STA: 2+75.65 PVI ELEV: 254.00 K: 13.80 LVC: 99.68 BV C S : 2 + 2 5 . 8 1 BV C E : 2 5 4 . 3 6 EV C S : 3 + 2 5 . 4 9 EV C E : 2 5 7 . 2 4 LOW PT. STA: 2+35.79 LOW PT ELEV: 254.32 PVI STA: -0+01.01 PVI ELEV: 256.00 K: 13.80 LVC: 58.99 BV C S : - 0 + 3 0 . 5 1 BV C E : 2 5 7 . 4 7 EV C S : 0 + 2 8 . 4 8 EV C E : 2 5 5 . 7 9 FINISH GRADE @ STREET CENTERLINE EXISTING GROUND @ STREET CENTERLINE IN T E R S E C T I O N ST A = 0 + 0 0 . 0 0 ( U M B E R S P R I N G S ) ST A = 1 7 + 3 2 . 2 7 ( 1 7 1 S T ) EL E V = 2 5 5 . 9 9 SD M H 2 F ST A = 2 + 4 5 . 0 1 , 1 0 . 5 2 ' R (U M B E R S P R I N G S ) 12 " I E I N = 2 4 7 . 1 6 ( S ) 12 " I E I N = 2 4 7 . 1 6 ( E ) 10 " I E I N = 2 4 7 . 1 6 ( N W ) 10 " I E I N = 2 4 7 . 1 6 ( S E ) 12 " I E O U T = 2 4 6 . 9 6 ( W ) ST A = 4 + 1 5 . 4 2 ( S D L N - 2 ) RI M = 2 5 4 . 0 9 SD M H 2 G ST A = 1 + 6 2 . 4 4 , 5 . 1 5 ' L (U M B E R S P R I N G S ) 12 " I E I N = 2 4 7 . 6 2 ( E ) 10 " I E I N = 2 4 7 . 6 2 ( N ) 10 " I E I N = 2 4 7 . 6 2 ( S ) 12 " I E O U T = 2 4 7 . 4 2 ( W ) ST A = 5 + 0 2 . 2 4 ( S D L N - 2 ) RI M = 2 5 4 . 6 9 SD M H 2 H ST A = 0 + 2 6 . 3 2 , 1 4 . 7 9 ' R (U M B E R S P R I N G S ) 12 " I E I N = 2 4 8 . 2 5 ( E ) 12 " I E I N = 2 4 8 . 2 5 ( S ) 10 " I E I N = 2 4 8 . 2 5 ( N ) 12 " I E O U T = 2 4 8 . 0 5 ( W ) ST A = 6 + 4 5 . 4 2 ( S D L N - 2 ) RI M = 2 5 5 . 5 1 ST A = 1 7 + 3 2 . 2 7 ( 1 7 2 N D ) ST A = 2 + 7 5 . 6 5 ( U M B E R S P R I N G S ) #0 6 D 1 4 5 #0 6 D 1 4 2 #0 6 D 1 3 6 2+ 4 2 . 8 3 , 1 0 . 6 0 ' R 4+ 1 7 . 2 0 24 6 . 9 5 24 7 . 0 5 24 6 . 7 4 0.0025 84.96 5+ 0 2 . 1 6 24 7 . 8 8 24 7 . 2 6 6+ 4 5 . 3 4 24 8 . 4 1 25 5 . 8 1 SDCI 2F.1 2+39.29, 35.47' R (UMBER SPRINGS) RIM/TC = 253.96 10" IE OUT = 247.37 26.49 LF (PVC) @S=0.0081 SDCI 2G.1 1+62.40, 15.51' R (UMBER SPRINGS) RIM/TC = 254.93 10" IE OUT = 249.93 20.66 LF (PVC) @S=0.1116 SDCI 2H.1 0+37.54, 34.49' R (UMBER SPRINGS) RIM/TC = 255.98 10" IE OUT = 250.29 26.70 LF (PVC) @S=0.0765 SDCI 2G.2 1+62.46, 15.50' L (UMBER SPRINGS) RIM/TC = 254.93 10" IE OUT = 249.93 10.35 LF (PVC) @S=0.2232 SDCI 2F.2 ???, ???' ??? (???) RIM/TC = 254.45 10" IE OUT = 248.72 27.92 LF (PVC) @S=0.0558 2.50% TRAVEL 14' SWTRAVEL 14' 5' 50' R.O.W. 28' PAVEMENT LC R/W N.T.S. LOCAL STREET - SW UMBER SPRINGS LANE PUE 6' A PLANT. 5' 2.50% R/W PUE 6' PLANT. 5' SW 5' 1 DTL15' WIDE CONCRETE SIDEWALK PER DETAIL 120, SHEET DTL1.CONCRETE CURB AND GUTTER PER DETAIL 126, SHEET DTL1. PAVEMENT SECTION 5:1 MA X .5:1 MAX. 0.50'0.50'0.50' CURB 0.50' CURB SDMH 2F PLAN 60" SD 2F RIM: 253.95 3.97' 1.84' 3.07' 1.04' 0.69' 12" OUT W IE: 246.96 12" IN E IE: 247.16 12" IN S IE: 247.16 10" IN SE IE: 247.16 10" IN N IE: 247.16 16 SW UMBER SPRINGS LN STREET & STORM PLAN & PROFILE SCALE 1 INCH = 20 FEET 20 10 200 Construction Documents N: \ p r o j \ 3 9 5 - 0 2 9 \ 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 \ 3 9 5 0 2 9 . ( 1 6 ) S T - U M B E R S P R I N G S . d w g - S H E E T : 16 Oc t . 1 7 , 1 6 - 11 : 5 8 A M Bo b 10/17/2016 ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design Polygon at West River Terrace 1ST SUBMITTAL DATE REVISIONS DATE DESCRIPTION KEY MAP EXPIRES: JUNE 30, 2018 JEAN LOUISE RD 17 4 T H L O O P 17 2 N D A V E 17 1 S T A V E RO Y R O G E R S R D 17 5 T H A V E SA B R I N A A V E UMBER SPRINGS 10/17/2016 SW UMBER SPRINGS LN - PROFILE HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 5' SW UMBER SPRINGS LN - PLAN SCALE: 1" = 20' LEGEND: SIDEWALK BUILT BY DEVELOPMENT SIDEWALK BUILT BY HOME BUILDER STORM NOTES: 1 3 4 STREET NOTES: INSTALL MONUMENT BOX TYPE PER DETAIL 170, SHEET DTL2. CONSTRUCT 20' WIDE COMMERCIAL DRIVEWAY PER DETAIL 143, SEE SHEET DTL1. CL STA: 0+19.19, 31.24' RT (UMBER SPRINGS) CL STA: 1+37.26, 14.00' LT (UMBER SPRINGS) CL STA: 2+51.59, 32.71' RT (UMBER SPRINGS) 2 5 INSTALL STORM MANHOLE PER CWS DWG NO. 010. INSTALL INLET CATCH BASIN (CG-30) PER CWS DWG NO. 330. SEE TABLE, THIS SHEET, FOR CATCH BASIN INFORMATION. INSTALL INLET CATCH BASIN (CG-48) PER CWS DWG NO. 340. SEE TABLE, THIS SHEET, FOR CATCH BASIN INFORMATION. INLET DATA: 3A 3B 3C RO C K Y R A M B L E L N SE E S H E E T 1 7 . 1 AL L E Y C 1 SE E S H E E T 1 9 . 1 172ND AVE SEE SHEET 14.2 171ST AVE SEE SHEET 15.2 ALLEY B1 SEE SHEET 18 4A GENERAL NOTES: 1.CONSTRUCT SW UMBER SRPINGS LN PER TYPICAL STREET SECTION A, THIS SHEET. 2.REFER TO CR SHEETS FOR CURB RETURN INFORMATION. 3.ITALIC STATION LABELS INDICATE PIPE STATIONING. 4.ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE NOTED. 3D 254.11 247.74 248.88 248.60 249.64 10" IE IN = 250.18 22.29 LF (PVC) @S=0.0197 2+35.77, 16.25' L (UMBER SPRINGS) 0.0219 0.0610 0.0516 0.2300 S S SD S D S D S D S D SW ROCKY RAMBLE LA N E SDLN-2 3.00' PUE 0+00 S D S D S D S D S D S D S D S D S D S S S S S S S S S S S S S S S S SS SS SS 0+00 1+00 2+00 2+23 0+ 0 0 4 5 6 7 8 1 9 2 3 TRACT B SDMH 2JSDMH 2H 1C 11 SD S D SD SD SDCI 2H.1 SDCB 2I.1 Standard 2J.1 DI S D SDMH 2I 1+ 0 0 7+00 8+00 8+82 W W W W W W W W W TRACT H TRACT C 10 TRACT D 5A SDCB 2H.2SW/G 256.35 SW/G 256.49 25.00' CROSS SLOPE TRANSITION G 254.97 G 254.49 PC/G 255.46 (1/2)/G 255.81 PT/G 256.15 PC/G 255.11 (1/2)/G 255.37 PT/G 255.62 #06D145 #06D146C #06D151 #06D150 2 (TYP) TRACT F SW 1 7 1 S T A V E N U E 15 + 0 0 S D S D 3.00' PUE 3+ 4 4 0+00 1+00 2+00 2+13 242526 202721282223 SDMH 7A ALLEY A SDCI 7A.2 SDCI 7A.1 CONSTRUCT STAIRCASE FOR PEDESTRIAN CONNECTION TO ROW. REFER TO DETAIL ON SHEET DTL9 W W W W W W W W W W W W W 29 TRACT W TRACT V S D 5B SDCB 7A.3 25.00' CROSS SLOPE TRANSITION SW/G 264.13 SW/G 264.34 G 264.05 G 264.50 #06D147 #06D149C#06D148C 230 240 250 260 270 230 240 250 260 270 0+00 1+00 2+00 2+35 PV I S T A = 0 + 4 1 . 3 6 EL E V = 2 5 5 . 7 5 PV I S T A = 1 + 2 4 . 3 9 EL E V = 2 5 4 . 6 8 PV I S T A = 2 + 2 3 . 1 2 EL E V = 2 5 5 . 1 7 0.50%-4.06% 1.00% PVI STA: 0+78.97 PVI ELEV: 254.22 K: 5.00 LVC: 25.34 BV C S : 0 + 6 6 . 3 0 BV C E : 2 5 4 . 7 4 EV C S : 0 + 9 1 . 6 4 EV C E : 2 5 4 . 3 5 LOW PT. STA: 0+86.61 LOW PT ELEV: 254.33 116.94 LF 12" (PVC) @ S=0.0030 85.24 LF 12" (PVC) @ S=0.0036 FINISH GRADE @ STREET CENTERLINEEXISTING GROUND @ STREET CENTERLINE 8" DI WATER CLASS 'B' GRANULAR BACKFILL & BEDDING IN T E R S E C T I O N ST A = 0 + 1 7 . 7 3 ( 1 7 1 S T ) ( R O C K Y R A M B L E ) IN T E R S E C T I O N ST A = 1 + 0 0 . 0 0 ( S I L E N T F O X ) ( R O C K Y R A M B L E ) EN D S T R E E T C O N S T R U C T I O N ST A = 2 + 1 8 . 7 3 ( R O C K Y R A M B L E ) EL E V = 2 5 5 . 1 5 SD M H 2 H ST A = 0 + 1 3 . 4 9 , 1 1 . 7 6 ' L (R O C K Y R A M B L E ) 12 " I E I N = 2 4 8 . 2 5 ( E ) 12 " I E I N = 2 4 8 . 2 5 ( S ) 10 " I E I N = 2 4 8 . 2 5 ( N ) 12 " I E O U T = 2 4 8 . 0 5 ( W ) ST A = 6 + 4 5 . 4 2 ( S D L N - 2 ) RI M = 2 5 5 . 5 1 SD M H 2 I ST A = 1 + 2 8 . 2 3 , 4 . 9 4 ' R (R O C K Y R A M B L E ) 12 " I E I N = 2 4 8 . 8 0 ( E ) 10 " I E I N = 2 5 0 . 0 2 ( S W ) 12 " I E I N = 2 4 8 . 8 0 ( S ) 12 " I E O U T = 2 4 8 . 6 0 ( W ) ST A = 7 + 6 2 . 3 6 ( S D L N - 2 ) RI M = 2 5 4 . 8 2 SD M H 2 J ST A = 2 + 1 3 . 1 3 , 2 . 7 4 ' R (R O C K Y R A M B L E ) 12 " I E I N = 2 4 9 . 2 6 ( E ) 12 " I E O U T = 2 4 9 . 1 1 ( W ) ST A = 8 + 4 7 . 6 0 ( S D L N - 2 ) RI M = 2 5 5 . 1 9 #0 6 D 1 5 0 #0 6 D 1 5 1 #0 6 D 1 4 5 6+ 4 5 . 3 4 24 8 . 4 1 25 5 . 8 1 7+ 6 2 . 2 8 8+ 4 7 . 5 2 24 9 . 6 4 25 5 . 0 4 255 260 270 255 260 270 0+00 1+00 2+00 2+25 PV I S T A = 0 + 2 4 . 5 0 EL E V = 2 6 4 . 1 8 PV I S T A = 2 + 1 2 . 5 0 EL E V = 2 6 5 . 1 1 0.50% FINISH GRADE @ STREET CENTERLINE EXISTING GROUND @ STREET CENTERLINE 8" DI WATER IN T E R S E C T I O N ST A = 1 + 1 3 . 6 8 ( A L L E Y A ) ST A = 3 + 4 4 . 2 2 ( S I L E N T F O X ) EL E V = 2 6 4 . 4 5 IN T E R S E C T I O N ST A = 1 5 + 4 2 . 5 1 ( 1 7 1 S T ) ( A L L E Y A ) EN D S T R E E T C O N S T R U C T I O N ST A = 2 + 0 3 . 0 4 ( A L L E Y A ) EL E V = 2 6 4 . 8 9 N.T.S. PRIVATE STREET - SIDEWALK BOTH SIDESD1 TRAVEL 10' TRAVEL 10' 31.0' TRACT 20' PAVEMENT LC 2.50% SW 5' 1 DTL15' WIDE CONCRETE SIDEWALK 6" THICK. PAVEMENT SECTION R/W SW 5' TYPE A MOUNTABLE CURB PER DETAIL ON SHEET DTL2TYPE B MOUNTABLE CURB PER DETAIL ON SHEET DTL2 R/W 0.50'0.50' N.T.S. PRIVATE STREET - SIDEWALK ONE SIDESD2 2.50% TRAVEL 9.5' TRAVEL 9.5' 25.0' TRACT 19' PAVEMENT LC R/W SW 5' 1 DTL1 PAVEMENT SECTION R/W 5' WIDE CONCRETE SIDEWALK 6" THICK. TYPE A MOUNTABLE CURB PER DETAIL ON SHEET DTL2 TYPE B MOUNTABLE CURB PER DETAIL ON SHEET DTL2 0.50'0.50' N.T.S. PRIVATE STREET - SIDEWALK BOTH SIDESD3 TRAVEL 9.5' TRAVEL 9.5' 30.0' TRACT 19' PAVEMENT LC 2.50% SW 5' 1 DTL15' WIDE CONCRETE SIDEWALK 6" THICK. PAVEMENT SECTION R/W SW 5' TYPE A MOUNTABLE CURB PER DETAIL ON SHEET DTL2TYPE B MOUNTABLE CURB PER DETAIL ON SHEET DTL2 R/W 0.50'0.50' SDCB 2H.2 0+86.61, 7.00' L (ROCKY RAMBLE) RIM = 254.15 10" IE OUT = 249.30 6.75 LF (PVC) @S=0.1097 SDCB 7A.3 0+32.50, 7.50' L (ALLEY A) RIM = 263.95 10" IE OUT = 259.27 6.00 LF (PVC) @S=0.0200 17.1 ROCKY RAMBLE LN & ALLEY A STREET & STORM PLAN & PROFILE SCALE 1 INCH = 20 FEET 20 10 200 Construction Documents N: \ p r o j \ 3 9 5 - 0 2 9 \ 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 \ 3 9 5 0 2 9 . ( 1 7 ) S T - A L L E Y 1 . d w g - S H E E T : 17 . 1 Oc t . 1 7 , 1 6 - 12 : 0 2 P M Bo b 10/17/2016 ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design Polygon at West River Terrace 1ST SUBMITTAL DATE REVISIONS DATE DESCRIPTION KEY MAP EXPIRES: JUNE 30, 2018 JEAN LOUISE RD 17 4 T H L O O P 17 2 N D A V E 17 1 S T A V E RO Y R O G E R S R D 17 5 T H A V E SA B R I N A A V E UMBER SPRINGS 10/17/2016 SW ROCKY RAMBLE LN - PROFILE HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 5' SILENT FOX TER SEE SHEET 17.2 STORM LATERAL TABLE LOT#STATION LENGTH SLOPE I.E.MAT. 1 6+90.93 SDLN-2 14.26 0.0200 248.92 D3034 4 7+46.04 SDLN-2 21.10 0.0200 249.22 D3034 5 7+82.55 SDLN-2 20.94 0.0200 249.54 D3034 8 8+31.18 SDLN-2 20.74 0.0200 249.72 D3034 INSTALL STORM MANHOLE PER CWS DWG NO. 010. INSTALL 60" STORM MANHOLE W/ INSIDE DROP PER CWS DWG NO. 010, SHEET DTL3 AND DWG NO. 080, SHEET DTL6. INSTALL 6" PVC STORM SEWER LATERAL @ S=0.0200 MIN. PER CWS DWG NO. 520. SEE TABLE, THIS SHEET, FOR LATERAL INFORMATION. INSTALL PRIVATE LYNCH STYLE AREA DRAIN IN ALLEY PER DETAIL, SEE SHEET DTL5. SEE TABLE, THIS SHEET, FOR AREA DRAIN INFORMATION. STORM NOTES: 1 LEGEND: SIDEWALK BUILT BY DEVELOPMENT SIDEWALK BUILT BY HOME BUILDER 2 ALLEY A - PROFILE HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 5' ALLEY A - PLAN SCALE: 1" = 20' 171ST AVE SEE SHEET 15.2 171ST AVE SEE SHEET 15.2 GENERAL NOTES: 1.CONSTRUCT SW ROCKY RAMBLE LN PER TYPICAL STREET SECTION D1, THIS SHEET. CONSTRUCT ALLEY A PER TYPICAL STREET SECTION D2 & D3, THIS SHEET. 2.MOUNTABLE CURBS UNLESS OTHEWISE NOTED. 3.REFER TO CR SHEETS FOR CURB RETURN INFORMATION. 4.ITALIC STATION LABELS INDICATE PIPE STATIONING. 5.ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE NOTED. 1C CATCH BASIN DATA: 5A 5 5B SILENT FOX TER SEE SHEET 17.2 SW ROCKY RAMBLE LN - PLAN SCALE: 1" = 20' 0+29.16 31.52 0.0333 23.2 0.0518 250.5 23.9 0.0690 250.8 24.0 0.0358 249.7 17.2 0.0305 249.2 SS S D S D S D SS SS SSSSSSSSSSSS S W R O C K Y R A M B L E L A N E SW SILENT FOX TERRACE 2 (TYP) SDLN-8 3.00' PUE S D S D S D S D S S S S S S S S S S SS SS SS SS SS SS SS SS 1 + 0 0 2+003+003+44 1+ 0 0 4 2 3 S D S D S D S D S D SDCB 2I.1 5A 1C 1 SDMH 8A S D SDMH 2I 1+002+002+26 7 + 0 0 8 + 0 0 AL L E Y A SS W W W W W W W W W W W 3634TRACT G33323130 372935 TRACT H TRACT C TRACT E 14 13 12 11 101615TRACT W 18 1719 TRACT V 25 6 . 1 6 PC 25 5 . 9 4 1/ 4 255 . 7 2 1/2 255 . 5 1 3/4 255.29 PT2% 254.90 PC 255.50 1/4 2 5 5 . 8 5 1/ 2 2 5 6 . 2 0 3 / 4 25 6 . 5 5 PT 255.22 GUT 255.30 2% 254.50 GUT 254.52 GUT 2%254.64 254.62 RAMP, 8.3% MAX SLOPE RAMP, 8.3% MAX SLOPE RAMP, 8.3% MAX SLOPE 254.64 255.06 GUT 255.18 255.34 255.42 255.84 254.76 254.86 254.74 RAMP, 8.3% MAX SLOPE 259.34 GUT RAMP, 8.3% MAX SLOPE 259.46 259.70 259.58 259.74 GUT 259.86 260.23 260.35 RAMP, 8.3% MAX SLOPE 26 3 . 0 6 PC 264.44PT 26 3 . 4 0 1/ 4 26 3 . 7 5 1/ 2 264.0 9 3/4 2 6 3 . 8 0 P T 26 4 . 7 2 PC 2 6 4 . 4 9 1 / 4 2 6 4 . 2 6 1 / 2 2 6 4 . 0 3 3 / 4 263.19 GUT 263.92 263.31 259.06 GUT259.26 GUT 259.18259.38 RAMP, 8.3% MAX SLOPERAMP, 8.3% MAX SLOPE 259.31259.87 259.19259.75 2% 2% 2% 2% 263.03 GUT 263.15 263.25 263.13 263.80 263.60 GUT 263.67 263.79 263.78 GUT 263.72 263.90 RAMP, 8.3% MAX SLOPE RAMP, 8.3% MAX SLOPE RAMP, 8.3% MAX SLOPE #06D152 #06D150 230 240 250 260 270 230 240 250 260 270 0+901+002+003+003+55 PV I S T A = 1 + 0 0 . 0 0 EL E V = 2 5 4 . 6 7 PV I S T A = 3 + 4 4 . 2 2 EL E V = 2 6 4 . 4 4 2.50% 4.05% 2.50% PVI STA:3+40.24 PVI ELEV:264.34 K:5.00 LVC:7.75 BV C S : 3 + 3 6 . 3 6 BV C E : 2 6 4 . 1 9 EV C S : 3 + 4 4 . 1 1 EV C E : 2 6 4 . 4 4 PVI STA:1+04.04 PVI ELEV:254.78 K:5.00 LVC:7.75 BV C S : 1 + 0 0 . 1 6 BV C E : 2 5 4 . 6 8 EV C S : 1 + 0 7 . 9 2 EV C E : 2 5 4 . 9 3 FINISH GRADE @ STREET CENTERLINE EXISTING GROUND @ STREET CENTERLINE 126.47 LF 1 2 " ( P V C ) @ S=0.041 2 CLASS 'B' GRANULAR BACKFILL & BEDDING IN T E R S E C T I O N ST A = 1 + 2 4 . 3 9 ( R O C K Y R A M B L E ) ( S I L E N T F O X ) IN T E R S E C T I O N ST A = 1 + 1 3 . 6 8 ( A L L E Y A ) ( S I L E N T F O X ) SD M H 8 A ST A = 2 + 3 0 . 2 1 , 5 . 0 0 ' L (S I L E N T F O X ) 6" I E I N = 2 5 4 . 2 1 ( W ) 6" I E I N = 2 5 4 . 2 1 ( E ) 12 " I E O U T = 2 5 4 . 0 1 ( N ) ST A = 2 + 2 6 . 4 7 ( S D L N - 8 ) RI M = 2 6 0 . 0 1 SD M H 2 I ST A = 1 + 0 3 . 7 4 , 5 . 0 0 ' L (S I L E N T F O X ) 12 " I E I N = 2 4 8 . 8 0 ( E ) 10 " I E I N = 2 5 0 . 0 2 ( S W ) 12 " I E I N = 2 4 8 . 8 0 ( S ) 12 " I E O U T = 2 4 8 . 6 0 ( W ) ST A = 1 + 0 0 . 0 0 ( S D L N - 8 ) RI M = 2 5 4 . 8 2 #0 6 D 1 5 2 #0 6 D 1 5 0 25 9 . 8 3 24 9 . 6 4 N.T.S. PRIVATE STREET - SIDEWALK BOTH SIDESD1 TRAVEL 10' TRAVEL 10' 31.0' TRACT 20' PAVEMENT LC 2.50% SW 5' 1 DTL15' WIDE CONCRETE SIDEWALK 6" THICK. PAVEMENT SECTION R/W SW 5' TYPE A MOUNTABLE CURB PER DETAIL ON SHEET DTL2TYPE B MOUNTABLE CURB PER DETAIL ON SHEET DTL2 R/W 0.50'0.50' SDCB 2I.1 1+27.50, 15.50' R (SILENT FOX) RIM = 255.54 10" IE OUT = 250.42 31.38 LF (PVC) @S=0.0128 17.2 SILENT FOX TER STREET & STORM PLAN & PROFILE SCALE 1 INCH = 20 FEET 20 10 200 Construction Documents N: \ p r o j \ 3 9 5 - 0 2 9 \ 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 \ 3 9 5 0 2 9 . ( 1 7 ) S T - A L L E Y 1 . d w g - S H E E T : 17 . 2 Oc t . 1 7 , 1 6 - 12 : 0 2 P M Bo b 10/17/2016 ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design Polygon at West River Terrace 1ST SUBMITTAL DATE REVISIONS DATE DESCRIPTION KEY MAP EXPIRES: JUNE 30, 2018 JEAN LOUISE RD 17 4 T H L O O P 17 2 N D A V E 17 1 S T A V E RO Y R O G E R S R D 17 5 T H A V E SA B R I N A A V E UMBER SPRINGS 10/17/2016 STORM LATERAL TABLE LOT#STATION LENGTH SLOPE I.E.MAT. 10 1+12.45 SDLN-8 14.23 0.0200 249.92 D3034 15 2+26.47 SDLN-8 13.00 0.0200 254.49 D3034 33 2+30.83 SDLN-8 23.00 0.0200 254.68 D3034 37 1+46.18 SDLN-8 23.00 0.0200 251.41 D3034 INSTALL STORM MANHOLE PER CWS DWG NO. 010. INSTALL 60" STORM MANHOLE W/ INSIDE DROP PER CWS DWG NO. 010, SHEET DTL3 AND DWG NO. 080, SHEET DTL6. INSTALL 6" PVC STORM SEWER LATERAL @ S=0.0200 MIN. PER CWS DWG NO. 520. SEE TABLE, THIS SHEET, FOR LATERAL INFORMATION. INSTALL PRIVATE LYNCH STYLE AREA DRAIN IN ALLEY PER DETAIL, SEE SHEET DTL5. SEE TABLE, THIS SHEET, FOR AREA DRAIN INFORMATION. STORM NOTES: 1 LEGEND: SIDEWALK BUILT BY DEVELOPMENT SIDEWALK BUILT BY HOME BUILDER 2 SW SILENT FOX TER - PROFILE HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 5' SW SILENT FOX TER - PLAN SCALE: 1" = 20' ALLEY A SEE SHEET 17.1 ALLEY A SEE SHEET 17.1 ROCKY RAMBLE LN SEE SHEET 17.1 ROCKY RAMBLE LN SEE SHEET 17.1 CATCH BASIN DATA: 5A GENERAL NOTES: 1.CONSTRUCT SW SILENT FOX TER PER TYPICAL STREET SECTION D1, THIS SHEET. 2.MOUNTABLE CURBS UNLESS OTHEWISE NOTED. 3.REFER TO CR SHEETS FOR CURB RETURN INFORMATION. 4.ITALIC STATION LABELS INDICATE PIPE STATIONING. 5.ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE NOTED. 1C 5 0.0249 17.5 0.0550 255.2 SD SD SW 1 7 1 S T A V E N U E SW 1 7 2 N D A V E N U E S D S D S D 3.00' PUE 15 + 0 0 15 + 0 0 0+00 1+00 2+00 2+30 4248 47 46 45 44 43 SDMH 6A SDCI 6A.1 SDCI 6A.2 SDCI 7A.1 SDMH 7A SDCI 7A.2 ALLEY B2 S S SS S D 25.00' CROSS SLOPE TRANSITION G 263.97 G 264.40 25.00' CROSS SLOPE TRANSITION SW/G 264.72 SW/G 264.33 SW/G 264.29 SW/G 264.03 G 264.39 G 263.94 G 264.24 G 263.82 2+ 0 0 2+ 2 3 #06D141C #06D139 #06D140C #06D148C #06D147 #06D149C SW U M B E R S P R I N G S L A N E ALLEY B1 3.00' PUE AL L E Y B 2 3 . 0 0 ' P U E S D SS SS SS SS SS SS 1+ 0 0 1+ 0 0 2+ 0 0 49 42 48 41 40 39 38 525150 TRACT I 3.00' PUE S D S D S D S D 5A SDCB 2G.3 SDCI 2G.2 SDMH 2G SDCI 2G.1 G 263.97G 264.40 25.00' CROSS SLOPE TRANSITION SW/G 255.26 SW/G 255.38G 257.36 G 256.91 26 2 . 4 4 PC 26 2 . 7 7 1/ 4 26 3 . 1 0 1/ 2 263.4 2 3/4 263.75PT 263.78PC 26 2 . 8 9 PT 263 . 5 6 1/4 2 6 3 . 3 4 1 / 2 2 6 3 . 1 1 3 / 4 0+001+002+002+23 #06D143C#06D142#06D144C 250 260 270 250 260 270 0+001+002+002+35 2.50% 8.00 % 3.69% PV I S T A = 0 + 2 4 . 5 0 EL E V = 2 5 5 . 4 8 7 PV I S T A = 2 + 2 3 . 2 6 EL E V = 2 6 3 . 5 3 0 HIGH PT STA: 2+22.67 HIGH PT ELEV: 263.52 PVI STA:2+19.70 PVI ELEV:263.44 K:5.00 LVC:5.93 BV C S : 2 + 1 6 . 7 3 BV C E : 2 6 3 . 3 3 EV C S : 2 + 2 2 . 6 7 EV C E : 2 6 3 . 5 2 HIGH PT STA: 0+52.87 HIGH PT ELEV: 257.29 PVI STA:0+42.09 PVI ELEV:256.89 K:5.00 LVC:21.56 BV C S : 0 + 3 1 . 3 1 BV C E : 2 5 6 . 0 3 EV C S : 0 + 5 2 . 8 7 EV C E : 2 5 7 . 2 9 FINISH GRADE @ STREET CENTERLINE EXISTING GROUND @ STREET CENTERLINE IN T E R S E C T I O N ST A = 1 + 1 5 . 0 0 ( A L L E Y B 2 ) ( A L L E Y B 1 ) IN T E R S E C T I O N ST A = 0 + 0 0 . 0 0 ( A L L E Y B 1 ) ST A = 1 + 3 7 . 2 6 ( U M B E R S P R I N G S ) EL E V = 2 5 5 . 0 0 260 270 260 270 0+00 1+00 2+00 2+50 -1.28%0.74% PV I S T A = 0 + 2 4 . 5 0 EL E V = 2 6 4 . 4 9 8 PV I S T A = 2 + 0 5 . 5 0 EL E V = 2 6 4 . 2 1 5 PVI STA:1+05.00 PVI ELEV:263.47 K:13.80 LVC:27.94 BV C S : 0 + 9 1 . 0 3 BV C E : 2 6 3 . 6 5 EV C S : 1 + 1 8 . 9 7 EV C E : 2 6 3 . 5 7 FINISH GRADE @ STREET CENTERLINE EXISTING GROUND @ STREET CENTERLINE IN T E R S E C T I O N ST A = 1 5 + 4 8 . 0 1 ( 1 7 2 N D ) ( A L L E Y B 2 ) IN T E R S E C T I O N ST A = 1 + 1 5 . 0 0 ( A L L E Y B 2 ) ST A = 2 + 2 3 . 2 6 ( A L L E Y B 1 ) EL E V = 2 6 1 . 1 4 IN T E R S E C T I O N ST A = 2 + 3 0 . 0 0 ( A L L E Y B 2 ) ST A = 1 5 + 4 8 . 0 1 ( 1 7 1 S T ) EL E V = 2 6 3 . 9 3 N.T.S. PRIVATE STREETD4 TRAVEL 9.5' TRAVEL 9.5' 20.0' TRACT 19' PAVEMENT LC 2.50% R/W 1 DTL1 TYPE A MOUNTABLE CURB PER DETAIL ON SHEET DTL2 PAVEMENT SECTION R/W TYPE B MOUNTABLE CURB PER DETAIL ON SHEET DTL2 0.50'0.50' SDCB 2G.3 0+26.50, 7.50' R (ALLEY B1) RIM = 255.46 10" IE OUT = 250.62 20.84 LF (PVC) @S=0.0235 18 ALLEY B1 & B2 STREET & STORM PLAN & PROFILE SCALE 1 INCH = 20 FEET 20 10 200 Construction Documents N: \ p r o j \ 3 9 5 - 0 2 9 \ 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 \ 3 9 5 0 2 9 . ( 1 8 ) S T - A L L E Y 2 . d w g - S H E E T : 18 Oc t . 1 7 , 1 6 - 12 : 0 3 P M Bo b 10/17/2016 ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design Polygon at West River Terrace 1ST SUBMITTAL DATE REVISIONS DATE DESCRIPTION KEY MAP EXPIRES: JUNE 30, 2018 JEAN LOUISE RD 17 4 T H L O O P 17 2 N D A V E 17 1 S T A V E RO Y R O G E R S R D 17 5 T H A V E SA B R I N A A V E UMBER SPRINGS 10/17/2016 ALLEY B1 - PROFILE HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 5' ALLEY B2 - PLAN SCALE: 1" = 20' UMBER SPRINGS LN SEE SHEET 16 LEGEND: SIDEWALK BUILT BY DEVELOPMENT SIDEWALK BUILT BY HOME BUILDER ALLEY B2 - PROFILE HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 5' ALLEY B1 - PLAN SCALE: 1" = 20' UMBER SPRINGS LN SEE SHEET 16 ALLEY B2 SEE THIS SHEET ALLEY B2 SEE THIS SHEET 172ND AVE SEE SHEET 14.2 172ND AVE SEE SHEET 14.2 171ST AVE SEE SHEET 15.2 171ST AVE SEE SHEET 15.2 ALLEY B1 SEE THIS SHEET CATCH BASIN DATA: 5A INSTALL PRIVATE LYNCH STYLE AREA DRAIN IN ALLEY PER DETAIL ON SHEET DTL5. SEE TABLE THIS SHEET FOR AREA DRAIN INFORMATION. STORM NOTES: 5 GENERAL NOTES: 1.CONSTRUCT ALLEY B1 & B2 PER TYPICAL STREET SECTION D4, THIS SHEET. 2.MOUNTABLE CURBS UNLESS OTHEWISE NOTED. 3.REFER TO CR SHEETS FOR CURB RETURN INFORMATION. 4.ITALIC STATION LABELS INDICATE PIPE STATIONING. 5.ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE NOTED. 0+29.0 0.0211 S D S S S D S S S D S S S D S S S D S D S D S S S D S D S D S D S D S D S D S D S D SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS 3.00' PUE 3.00' PUE 0+ 0 0 1+ 0 0 1+ 2 8 0+001+002+002+91 2+75 SDCB 2D 4A SDMH 6A SDCI 6A.1 3.00' PUE 3.00' PUE ALLEY C2 AL L E Y C 1 AL L E Y C 3 SDMH 2F SDCI 2F.1 S D S D S D S D S D S D S D S D 3 + 0 0 4 + 0 0 1+002+003+003+23 1 SDMH 2E SDLN-2 SD L N - 2 2 6" CURB AND GUTTER S S SW/G 254.53 SW/G 254.67 32.84' CROSS SLOPE TRANSITION25.29' CROSS SLOPE TRANSITION G 254.37 G 253.92 26 1 . 5 7 PC 262.16PT 26 2 . 0 2 PT 263.45PC 263 . 0 9 1/4 2 6 2 . 7 4 1 / 2 2 6 2 . 3 8 3 / 4 262.0 1 3/4 261 . 8 7 1/ 2 26 1 . 7 2 1/ 4 1+ 0 0 2+ 0 0 25 5 . 3 8 PC 25 2 . 9 0 PT 254.00PC254.45PT 254.6 8 3/4 25 4 . 9 1 1/2 25 5 . 1 5 1/ 4 253 . 7 2 1/4 2 5 3 . 4 5 1 / 2 2 5 3 . 1 7 3 / 4 #06D135 #06D136 5A 230 240 250 260 230 240 250 260 -0+25 0+00 1+00 1+30 1.00%-1.00% PV I S T A = 0 + 0 0 . 0 0 EL E V = 2 5 3 . 6 8 0 PV I S T A = 0 + 8 4 . 4 8 EL E V = 2 5 4 . 0 0 1 PVI STA:0+58.29 PVI ELEV:254.26 K:20.00 LVC:40.00 BV C S : 0 + 3 8 . 2 9 BV C E : 2 5 4 . 0 6 EV C S : 0 + 7 8 . 2 9 EV C E : 2 5 4 . 0 6 FINISH GRADE @ STREET CENTERLINE EXISTING GROUND @ STREET CENTERLINE IN T E R S E C T I O N ST A = 0 + 6 3 . 0 0 ( A L L E Y C 2 ) ( A L L E Y C 1 ) 122.22 LF 12" (PVC) @ S=0.0031 IN T E R S E C T I O N ST A = 1 + 2 7 . 5 5 ( A L L E Y C 1 ) ST A = 0 + 0 0 . 0 0 ( U M B E R S P R I N G S ) EL E V = 2 5 4 . 1 6 CLASS 'B' GRANULAR BACKFILL & BEDDING SD M H 2 F ST A = 1 + 1 8 . 0 0 , 9 . 7 4 ' L (A L L E Y C 1 ) 12 " I E I N = 2 4 7 . 1 6 ( S ) 12 " I E I N = 2 4 7 . 1 6 ( E ) 10 " I E I N = 2 4 7 . 1 6 ( N W ) 10 " I E I N = 2 4 7 . 1 6 ( S E ) 12 " I E O U T = 2 4 6 . 9 6 ( W ) ST A = 4 + 1 5 . 4 2 ( S D L N - 2 ) RI M = 2 5 4 . 0 9 SD M H 2 E ST A = - 0 + 0 4 . 0 0 , 2 . 3 9 ' R (A L L E Y C 1 ) 12 " I E I N = 2 4 6 . 5 9 ( E ) 12 " I E O U T = 2 4 6 . 3 9 ( N ) ST A = 2 + 9 3 . 2 0 ( S D L N - 2 ) RI M = 2 5 3 . 6 8 #0 6 D 1 3 5 #0 6 D 1 3 6 1+ 1 8 . 5 4 , 1 2 . 4 5 ' L 4+ 1 7 . 2 0 24 6 . 9 5 24 7 . 0 5 24 6 . 7 4 124.00 24 6 . 2 4 0.0012 228 230 240 250 260 270 228 230 240 250 260 270 -0+050+001+002+003+003+05 4.00% PV I S T A = 0 + 0 0 . 0 0 EL E V = 2 5 1 . 1 6 0 PV I S T A = 2 + 9 1 . 0 0 EL E V = 2 6 2 . 8 0 0 FINISH GRADE @ STREET CENTERLINE EXISTING GROUND @ STREET CENTERLINE IN T E R S E C T I O N ST A = 1 + 1 9 . 0 0 ( A L L E Y C 3 ) ( A L L E Y C 2 ) IN T E R S E C T I O N ST A = 0 + 6 3 . 0 0 ( A L L E Y C 2 ) ST A = 0 + 0 0 . 0 0 ( A L L E Y C 1 ) EL E V = 2 5 3 . 6 8 77.8 9 L F 1 2 " ( P V C ) @ S= 0 . 0 9 2 3 EN D S T R E E T C O N S T R U C T I O N ST A = 0 + 0 1 . 0 0 ( A L L E Y C 2 ) EL E V = 2 5 1 . 2 0 CLASS 'B' GRANULAR BACKFILL & BEDDING SD M H 2 E ST A = 0 + 6 5 . 3 9 , 4 . 0 0 ' R (A L L E Y C 2 ) 12 " I E I N = 2 4 6 . 5 9 ( E ) 12 " I E O U T = 2 4 6 . 3 9 ( N ) ST A = 2 + 9 3 . 2 0 ( S D L N - 2 ) RI M = 2 5 3 . 6 8 SD C I 2 D ST A = - 0 + 0 0 . 5 0 , 7 . 2 5 ' R (A L L E Y C 2 ) 12 " I E O U T = 2 4 5 . 6 0 ( E ) ST A = 2 + 2 7 . 3 1 ( S D L N - 2 ) RI M = 2 5 0 . 6 0 #0 6 D 1 3 5 24 6 . 2 4 0.1 1 0 2 25 1 . 6 8 N.T.S. PRIVATE STREETD4 TRAVEL 9.5' TRAVEL 9.5' 20.0' TRACT 19' PAVEMENT LC 2.50% 1 DTL1 TYPE A MOUNTABLE CURB PER DETAIL ON SHEET DTL2 PAVEMENT SECTION TYPE B MOUNTABLE CURB PER DETAIL ON SHEET DTL2 R/W R/W 0.50'0.50' SDCI 2D -0+00.50, 7.25' R (ALLEY C2) RIM/TC = 250.60 12" IE OUT = 245.60 3.25 LF (PVC C900) @S=1.6012 19.1 ALLEY C1 & C2 STREET & STORM PLAN & PROFILE SCALE 1 INCH = 20 FEET 20 10 200 Construction Documents N: \ p r o j \ 3 9 5 - 0 2 9 \ 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 \ 3 9 5 0 2 9 . ( 1 9 ) S T - A L L E Y 3 . d w g - S H E E T : 19 . 1 Oc t . 1 7 , 1 6 - 12 : 0 6 P M Bo b 10/17/2016 ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design Polygon at West River Terrace 1ST SUBMITTAL DATE REVISIONS DATE DESCRIPTION KEY MAP EXPIRES: JUNE 30, 2018 JEAN LOUISE RD 17 4 T H L O O P 17 2 N D A V E 17 1 S T A V E RO Y R O G E R S R D 17 5 T H A V E SA B R I N A A V E UMBER SPRINGS 10/17/2016 GENERAL NOTES: 1.CONSTRUCT ALLEY C1 & C2 PER TYPICAL STREET SECTION D4, THIS SHEET. 2.MOUNTABLE CURBS UNLESS OTHEWISE NOTED. 3.REFER TO CR SHEETS FOR CURB RETURN INFORMATION. 4.ITALIC STATION LABELS INDICATE PIPE STATIONING. 5.ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE NOTED. LEGEND: SIDEWALK BUILT BY DEVELOPMENT SIDEWALK BUILT BY HOME BUILDER ALLEY C2 - PLAN SCALE: 1" = 20' ALLEY C2 - PROFILE HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 5' ALLEY C1 - PROFILE HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 5' ALLEY C3 SEE SHEET 19.2 ALLEY C3 SEE SHEET 19.2 INSTALL STORM MANHOLE PER CWS DWG NO. 010. INSTALL 6" PVC STORM SEWER LATERAL @ S=0.0200 MIN. PER CWS DWG NO. 520. SEE TABLE, THIS SHEET, FOR LATERAL INFORMATION. INSTALL INLET CATCH BASIN (CG-48) PER CWS DWG NO. 340. SEE TABLE, THIS SHEET, FOR CATCH BASIN INFORMATION. STORM NOTES: 1 CATCH BASIN DATA: 4A 2 4 STORM LATERAL TABLE LOT#STATION LENGTH SLOPE I.E.MAT. 53 3+75.25 SDLN-1 20.36 0.0200 247.50 D3034 5 INSTALL PRIVATE LYNCH STYLE AREA DRAIN IN ALLEY PER DETAIL ON SHEET DTL5. SEE TABLE THIS SHEET FOR AREA DRAIN INFORMATION. 5A 3+76.5 0.0184 247.4 251.68 0+16.5 SD S D SW S A B R I N A A V E N U E SW 1 7 2 N D A V E N U E 3.00' PUE S D S D SS SS SS SS 2+ 9 1 S D S D S D SDMH 6A SDCI 6A.2 SDCI 6A.1 SDMH 5A SDCI 5A.2 SDCI 5A.1 ALLEY C3 3.00' PUE 3 + 0 0 3 + 2 3 S D 5A SD SDCB 5A.4 SS S S S S 25.00' CROSS SLOPE TRANSITION 25.00' CROSS SLOPE TRANSITION SW/G 260.85 SW/G 264.72 SW/G 264.33 G 261.65 G 261.20 SW/G 260.29 G 264.36 G 263.91 2 6 1 . 5 7 P C 26 2 . 1 6 PT 2 6 2 . 0 2 P T 26 3 . 4 5 PC 26 3 . 0 9 1/ 4 26 2 . 7 4 1/ 2 262.3 8 3/4 2 6 2 . 0 1 3 / 4 261.87 1/2 2 6 1 . 7 2 1 / 4 0+00 1+00 2+00 250 260 270 250 260 270 0+00 1+00 2+00 2+34 2.07%PV I S T A = 0 + 2 9 . 0 0 EL E V = 2 6 0 . 9 3 1 PV I S T A = 2 + 0 9 . 0 0 EL E V = 2 6 4 . 6 6 2 FINISH GRADE @ STREET CENTERLINE EXISTING GROUND @ STREET CENTERLINE IN T E R S E C T I O N ST A = 1 + 1 9 . 0 0 ( A L L E Y C 3 ) ST A = 2 + 9 1 . 0 0 ( A L L E Y C 2 ) EL E V = 2 6 2 . 8 0 IN T E R S E C T I O N ST A = 2 + 3 4 . 0 0 ( A L L E Y C 3 ) ST A = 1 5 + 4 8 . 0 1 ( 1 7 2 N D ) EL E V = 2 6 2 . 2 4 IN T E R S E C T I O N ST A = 0 + 0 0 . 0 0 ( A L L E Y C 3 ) ST A = 1 5 + 4 8 . 0 1 ( S A B R I N A ) EL E V = 2 6 2 . 2 4 N.T.S. PRIVATE STREETD4 TRAVEL 9.5' TRAVEL 9.5' 20.0' TRACT 19' PAVEMENT LC 2.50% 1 DTL1 TYPE A MOUNTABLE CURB PER DETAIL ON SHEET DTL2 PAVEMENT SECTION TYPE B MOUNTABLE CURB PER DETAIL ON SHEET DTL2 R/W R/W 0.50'0.50' S D S S SD S D SD SD SS SS SS S S S S S S S S S S SS 0+ 0 0 SD SD SD SD SDMH 2C SDMH 2B SDCB 2D SDCI 2A 1A SDLN-2 20.00' STORM & SANITARY EASEMENT 1ASDMH 1ASDCI 1A.1 SW S A B R I N A A V E N U E S D S D 1+00 2+00 0 + 7 9 1 + 0 0 S D L N - 2 SD L N - 1 SDMH 15C S D 2 5 2 . 9 0 #06D133 #06D132 #06D134 215 220 230 240 250 215 220 230 240 250 0+75 1+00 2+00 2+50 FINISH GRADE @ PIPE CENTERLINE EXISTING GROUND @ PIPE CENTERLINE 87.26 LF 12" (PVC) @ S=0.0086 28.05 LF 12" (PVC C900) @ S=0.0053 CLASS 'A' NATIVE BACKFILL & BEDDING CLASS 'B' GRANULAR BACKFILL & BEDDING SD M H 2 C ST A = 2 + 1 5 . 3 1 , 0 . 0 0 ' (S D L N - 2 ) 12 " I E I N = 2 3 9 . 2 0 ( S ) 12 " I E O U T = 2 3 9 . 0 0 ( W ) RI M = 2 4 3 . 6 9 SD M H 1 A ST A = 1 8 + 3 8 . 3 8 , 2 . 7 3 ' R (S A B R I N A ) 12 " I E I N = 2 3 7 . 9 0 ( S ) 10 " I E I N = 2 3 7 . 9 0 ( S E ) 10 " I E I N = 2 3 7 . 9 0 ( S W ) 12 " I E I N = 2 3 7 . 9 0 ( N E ) 18 " I E O U T = 2 3 7 . 7 0 ( W ) ST A = 1 + 0 0 . 0 0 ( S D L N - 2 ) RI M = 2 4 1 . 4 3 SD M H 2 B ST A = 1 + 2 8 . 0 5 , 0 . 0 0 ' (S D L N - 2 ) 12 " I E I N = 2 3 8 . 2 5 ( E ) 12 " I E O U T = 2 3 8 . 0 5 ( S W ) RI M = 2 4 1 . 8 7 #0 6 D 1 3 2 #0 6 D 1 3 3 #0 6 D 1 3 4 24 1 . 7 0 24 3 . 5 5 23 9 . 3 3 23 8 . 9 3 0.0078 23 7 . 6 6 23 7 . 6 8 23 7 . 6 8 SDCB 5A.4 0+30.50, 7.50' L (ALLEY C3) RIM = 260.72 10" IE OUT = 254.44 29.44 LF (PVC) @S=0.0444 19.2 ALLEY C3 & SDLN-2 STREET & STORM PLAN & PROFILE SCALE 1 INCH = 20 FEET 20 10 200 Construction Documents N: \ p r o j \ 3 9 5 - 0 2 9 \ 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 \ 3 9 5 0 2 9 . ( 1 9 ) S T - A L L E Y 3 . d w g - S H E E T : 19 . 2 Oc t . 1 7 , 1 6 - 12 : 0 6 P M Bo b 10/17/2016 ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design Polygon at West River Terrace 1ST SUBMITTAL DATE REVISIONS DATE DESCRIPTION KEY MAP EXPIRES: JUNE 30, 2018 JEAN LOUISE RD 17 4 T H L O O P 17 2 N D A V E 17 1 S T A V E RO Y R O G E R S R D 17 5 T H A V E SA B R I N A A V E UMBER SPRINGS 10/17/2016 ALLEY C3 - PROFILE HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 5' ALLEY C3 - PLAN SCALE: 1" = 20' ALLEY C2 SEE SHEET 19.1 INSTALL STORM MANHOLE PER CWS DWG NO. 010. INSTALL FLAT TOP STORM MANHOLE PER CWS DWG NO. 050. INSTALL PRIVATE LYNCH STYLE AREA DRAIN IN ALLEY PER DETAIL ON SHEET DTL5. SEE TABLE THIS SHEET FOR AREA DRAIN INFORMATION. STORM NOTES: 1 LEGEND: SIDEWALK BUILT BY DEVELOPMENT SIDEWALK BUILT BY HOME BUILDER SABRINA AVE SEE SHEET 13.2 172ND AVE SEE SHEET 14.2 172ND AVE SEE SHEET 14.2 SABRINA AVE SEE SHEET 13.2 SDLN-15 - PLAN SCALE: 1" = 20' SDLN-2 - PROFILE HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 5' ALLEY C2 SEE SHEET 19.1 SABRINA AVE SEE SHEET 13.2 SABRINA AVE SEE SHEET 13.2 1A 5ACATCH BASIN DATA: 5A GENERAL NOTES: 1.CONSTRUCT ALLEY C3 PER TYPICAL STREET SECTION D4, THIS SHEET. 2.MOUNTABLE CURBS UNLESS OTHEWISE NOTED. 3.REFER TO CR SHEETS FOR CURB RETURN INFORMATION. 4.ITALIC STATION LABELS INDICATE PIPE STATIONING. 5.ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE NOTED. 260.34 D.I. 258.63 0.0876 SD SD SD S S SD SS SS SD SS SD SS SS SD S S S S S S S S S S S S S D SD SD SD SD SD SD SS SS SS SS SS SS 3.00' PUE SS S S S S S S S S S S S S S S S S S S S S 0+00 1+00 2+00 77 76 75 74 73 TRACT K 78 82818079 SW S A B R I N A A V E N U E SW 1 7 4 T H L O O P S D S D S D S D SD SD SD SD SD SD SD SD SD SD SDLN-1 SDMH 1B SDMH 1C SDMH 5A 1D1D S D SDCI 5A.1 SDCI 1C.1 SDCI 1C.2 ALLEY D 3.00' PUE 3+004+005+00 6 + 0 0 SD L N - 1 1 + 0 0 2 + 0 0 2 + 0 6 SD L N - 5 S D 5A SDCB 5A.3 2 (TYP) 25.00' CROSS SLOPE TRANSITION 25.00' CROSS SLOPE TRANSITION SW/G 259.52 SW/G 260.86 SW/G 260.27 G 260.95 G 260.50 SW/G 259.83 G 261.26 G 260.81 #06D157 #06D153 250 260 270 250 260 270 0+00 1+00 2+00 2+34 7.50% -0.50% PV I S T A = 0 + 2 4 . 5 0 EL E V = 2 5 9 . 6 4 0 PV I S T A = 2 + 0 5 . 5 0 EL E V = 2 6 0 . 6 1 1 PVI STA:0+47.96 PVI ELEV:261.40 K:5.00 LVC:40.00 BV C S : 0 + 2 7 . 9 6 BV C E : 2 5 9 . 9 0 EV C S : 0 + 6 7 . 9 6 EV C E : 2 6 1 . 3 0 FINISH GRADE @ STREET CENTERLINE EXISTING GROUND @ STREET CENTERLINE IN T E R S E C T I O N ST A = 2 + 3 4 . 0 0 ( A L L E Y D ) ST A = 1 5 + 4 8 . 0 1 ( S A B R I N A ) EL E V = 2 6 0 . 4 2 IN T E R S E C T I O N ST A = 0 + 0 0 . 0 0 ( A L L E Y D ) ST A = 1 5 + 4 8 . 0 1 ( 1 7 4 T H ) EL E V = 2 5 9 . 3 5 FINISH GRADE @ PIPE CENTERLINE EXISTING GROUND @ PIPE CENTERLINE 220 230 240 250 260 220 230 240 250 260 2+503+004+005+005+25 234.00 LF 12" (PVC) @ S=0.0030 CLASS 'A' NATIVE BACKFILL & BEDDING CLASS 'B' GRANULAR BACKFILL & BEDDINGCLASS 'B' GRANULAR BACKFILL & BEDDING SD M H 1 C ST A = 1 6 + 5 0 . 5 1 , 3 . 0 0 ' R (1 7 4 T H ) 12 " I E I N = 2 3 9 . 3 7 ( N ) 12 " I E I N = 2 3 9 . 4 0 ( S ) 10 " I E I N = 2 4 3 . 3 7 ( W ) 10 " I E I N = 2 4 3 . 3 7 ( E ) 12 " I E O U T = 2 3 9 . 2 7 ( E ) ST A = 5 + 0 0 . 4 7 ( S D L N - 1 ) RI M = 2 5 5 . 0 1 SD M H 1 B ST A = 1 6 + 5 0 . 5 1 , 3 . 0 0 ' R (S A B R I N A ) 12 " I E I N = 2 4 2 . 6 0 ( S ) 12 " I E I N = 2 3 8 . 5 8 ( W ) 12 " I E O U T = 2 3 8 . 4 8 ( N ) ST A = 2 + 6 6 . 4 7 ( S D L N - 1 ) RI M = 2 5 4 . 3 4 23 9 . 1 8 25 4 . 8 5 23 9 . 0 3 24 3 . 9 5 24 4 . 1 5 23 8 . 9 2 #0 6 D 1 5 7 #0 6 D 1 5 3 25 4 . 4 6 24 2 . 2 9 23 8 . 1 9 23 8 . 1 7 N.T.S. PRIVATE STREET - SIDEWALK ONE SIDESD2 2.50% TRAVEL 10' TRAVEL 10' 26.0' TRACT 20' PAVEMENT LC R/W SW 5' 1 DTL1 PAVEMENT SECTION R/W 5' WIDE CONCRETE SIDEWALK 6" THICK. TYPE A MOUNTABLE CURB PER DETAIL ON SHEET DTL2 TYPE B MOUNTABLE CURB PER DETAIL ON SHEET DTL2 0.50'0.50' SDCB 5A.3 2+03.50, 7.50' L (ALLEY D) RIM = 260.43 10" IE OUT = 255.58 35.11 LF (PVC) @S=0.0150 20.1 ALLEY D & SDLN-1 STREET & STORM PLAN & PROFILE SCALE 1 INCH = 20 FEET 20 10 200 Construction Documents N: \ p r o j \ 3 9 5 - 0 2 9 \ 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 \ 3 9 5 0 2 9 . ( 2 0 ) S T - A L L E Y 4 & 5 . d w g - S H E E T : 20 . 1 Oc t . 1 7 , 1 6 - 12 : 1 6 P M Bo b 10/17/2016 ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design Polygon at West River Terrace 1ST SUBMITTAL DATE REVISIONS DATE DESCRIPTION KEY MAP EXPIRES: JUNE 30, 2018 JEAN LOUISE RD 17 4 T H L O O P 17 2 N D A V E 17 1 S T A V E RO Y R O G E R S R D 17 5 T H A V E SA B R I N A A V E UMBER SPRINGS 10/17/2016 SDLN-1 - PROFILE HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 5' STORM LATERAL TABLE LOT#STATION LENGTH SLOPE I.E.MAT. 78 4+51.97 SDLN-1 7.50 0.0200 239.53 D3034 79 4+32.97 SDLN-1 7.50 0.0200 239.47 D3034 80 3+98.97 SDLN-1 7.50 0.0200 239.37 D3034 81 3+64.97 SDLN-1 7.50 0.0200 239.27 D3034 82 3+30.97 SDLN-1 7.50 0.0200 239.17 D3034 INSTALL STORM MANHOLE PER CWS DWG NO. 010. INSTALL 60" STORM MANHOLE W/ INSIDE DROP PER CWS DWG NO. 010, SHEET DTL3 AND DWG NO. 090, SHEET DTL6. INSTALL 6" PVC STORM SEWER LATERAL @ S=0.0200 MIN. PER CWS DWG NO. 520. SEE TABLE, THIS SHEET, FOR LATERAL INFORMATION. INSTALL PRIVATE LYNCH STYLE AREA DRAIN IN ALLEY PER DETAIL ON SHEET DTL5. SEE TABLE THIS SHEET FOR AREA DRAIN INFORMATION. STORM NOTES: 1 LEGEND: SIDEWALK BUILT BY DEVELOPMENT SIDEWALK BUILT BY HOME BUILDER 2 ALLEY D - PROFILE HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 5' SABRINA AVE SEE SHEET 13.2 SABRINA AVE SEE SHEET 13.2 174TH LP SEE SHEET 11.2 174TH LP SEE SHEET 11.2 ALLEY D & SDLN-1 - PLAN SCALE: 1" = 20' CATCH BASIN DATA: 5A 5 GENERAL NOTES: 1.CONSTRUCT ALLEY D PER TYPICAL STREET SECTION D2, THIS SHEET. 2.MOUNTABLE CURBS UNLESS OTHEWISE NOTED. 3.REFER TO CR SHEETS FOR CURB RETURN INFORMATION. 4.ITALIC STATION LABELS INDICATE PIPE STATIONING. 5.ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE NOTED. 1D 4+53.5 22.6 0.6449 253.7 22.4 0.6120 252.7 4+00.5 22.8 0.6045 252.7 3+67.0 23.5 0.6056 253.1 3+33.5 22.3 0.6368 252.9 0.0370 SS SD SD SD SD SD SD SD SS SS SS SS 3.00' PUE 0+00 1+00 2+00 2+34 114 115 117 TRACT N 116 118 SW S A B R I N A A V E N U E SW 1 7 4 T H L O O P SDMH 10A SDMH 11A ALLEY E SDSD 5A SDCB 10A.1 25.00' CROSS SLOPE TRANSITION 25.00' CROSS SLOPE TRANSITION SW/G 261.38 SW/G 261.62 SW/G 265.62 G 265.51 SW/G 266.77G 265.96 G 262.20 G 262.65 255 260 270 280 255 260 270 280 0+00 1+00 2+00 2+34 2.53% PV I S T A = 0 + 2 4 . 5 0 EL E V = 2 6 1 . 8 1 1 PV I S T A = 2 + 0 5 . 5 0 EL E V = 2 6 6 . 3 8 3 FINISH GRADE @ STREET CENTERLINE EXISTING GROUND @ STREET CENTERLINE IN T E R S E C T I O N ST A = 2 + 3 4 . 0 0 ( A L L E Y E ) ST A = 1 3 + 1 0 . 0 1 ( S A B R I N A ) EL E V = 2 6 6 . 1 9 IN T E R S E C T I O N ST A = 0 + 0 0 . 0 0 ( A L L E Y E ) ST A = 1 3 + 1 0 . 0 1 ( 1 7 4 T H ) EL E V = 2 6 1 . 5 2 N.T.S. PRIVATE STREETD6 TRAVEL 9.5' TRAVEL 9.5' 19.5' TRACT 19' PAVEMENT LC 2.50% 1 DTL1 TYPE A MOUNTABLE CURB PER DETAIL ON SHEET DTL2 PAVEMENT SECTIONTYPE B MOUNTABLE CURB PER DETAIL ON SHEET DTL2 R/W 0.50' R/W SDCB 10A.1 0+26.50, 7.50' L (ALLEY E) RIM = 261.67 10" IE OUT = 256.93 27.92 LF (PVC) @S=0.1150 20.2 ALLEY E STREET & STORM PLAN & PROFILE SCALE 1 INCH = 20 FEET 20 10 200 Construction Documents N: \ p r o j \ 3 9 5 - 0 2 9 \ 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 \ 3 9 5 0 2 9 . ( 2 0 ) S T - A L L E Y 4 & 5 . d w g - S H E E T : 20 . 2 Oc t . 1 7 , 1 6 - 12 : 1 6 P M Bo b 10/17/2016 ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design Polygon at West River Terrace 1ST SUBMITTAL DATE REVISIONS DATE DESCRIPTION KEY MAP EXPIRES: JUNE 30, 2018 JEAN LOUISE RD 17 4 T H L O O P 17 2 N D A V E 17 1 S T A V E RO Y R O G E R S R D 17 5 T H A V E SA B R I N A A V E UMBER SPRINGS 10/17/2016 LEGEND: SIDEWALK BUILT BY DEVELOPMENT SIDEWALK BUILT BY HOME BUILDER ALLEY E - PLAN SCALE: 1" = 20' ALLEY E - PROFILE HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 5' SABRINA AVE SEE SHEET 13.2 SABRINA AVE SEE SHEET 13.2 174TH LP SEE SHEET 11.1 174TH LP SEE SHEET 11.2 INSTALL PRIVATE LYNCH STYLE AREA DRAIN IN ALLEY PER DETAIL ON SHEET DTL5. SEE TABLE THIS SHEET FOR AREA DRAIN INFORMATION. STORM NOTES: 5 CATCH BASIN DATA: 5A GENERAL NOTES: 1.CONSTRUCT ALLEY E PER TYPICAL STREET SECTION D6, THIS SHEET. 2.MOUNTABLE CURBS UNLESS OTHEWISE NOTED. 3.REFER TO CR SHEETS FOR CURB RETURN INFORMATION. 4.ITALIC STATION LABELS INDICATE PIPE STATIONING. 5.ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE NOTED. 261.45 0.1343 13 + 0 0 SD SD SD SD SS SS SS SS 3.00' PUE 0+00 SW S A B R I N A A V E N U E SW 1 7 2 N D A V E N U E 120 123122121119 TRACT O ALLEY F SDMH 12A SDMH 11A SD SDCB 11A.1 5B 0+00 1+00 2+00 2+34 25.00' CROSS SLOPE TRANSITION 25.00' CROSS SLOPE TRANSITION SW/G 266.77 SW/G 265.62 G 266.88 G 266.43 G 268.40 G 267.95 SW/G 267.48 SW/G 268.06 #06D186 #06D190 13 + 0 0 SD SD SD SD SS SS SS SS 3.00' PUE 0+00 0+00 1+00 2+00 2+30 SW 1 7 1 S T A V E N U E SW 1 7 2 N D A V E N U E 128127126125124 TRACT P ALLEY G SDMH 13A SDMH 12A S D 5C SDCB 13A.1 2+34 25.00' CROSS SLOPE TRANSITION 25.00' CROSS SLOPE TRANSITION SW/G 266.64SW/G 268.06 TC 267.03 TC 267.02 SW/G 267.48 G 268.18 G 267.73 G 266.87 G 266.42 SW/G 266.13 #06D190 #06D194 13 + 0 0 SD SD SS SS SS 3.00' PUE 0+00 1+00 2+00 2+17 2+30 SW 1 7 1 S T A V E N U E SW R O Y R O G E R S R O A D ( C . R . N O . 3 1 5 0 ) 130 131 132 133 TRACT R 134 135129 136 137 TR A C T S TRACT Q TRACT T ALLEY H S D S D S D SDMH 13A S D S D 5A SDCB 1J.2.1 R=7.5' R=7.5' R=7.5' R=7.5' 25.00' CROSS SLOPE TRANSITION TC 267.14TC 267.03 TC 267.04 TC 267.12 TC 267.14TC 267.02 TC 265.45 TC 265.48 TC 265.52TC 265.66 TC 265.72 TC 265.76 SW/G 266.32 SW/G 265.85 G 266.15 G 265.70 #06D194 260 270 280 260 270 280 0+00 1+00 2+00 2+34 1.16% PV I S T A = 0 + 2 8 . 5 0 EL E V = 2 6 6 . 3 8 3 PV I S T A = 2 + 0 9 . 5 0 EL E V = 2 6 8 . 4 8 4 FINISH GRADE @ STREET CENTERLINE EXISTING GROUND @ STREET CENTERLINE IN T E R S E C T I O N ST A = 2 + 3 4 . 0 0 ( A L L E Y F ) ST A = 1 3 + 1 0 . 0 1 ( 1 7 2 N D ) EL E V = 2 6 8 . 2 0 IN T E R S E C T I O N ST A = 0 + 0 0 . 0 0 ( A L L E Y F ) ST A = 1 3 + 1 0 . 0 1 ( S A B R I N A ) EL E V = 2 6 6 . 1 9 260 270 260 270 0+00 1+00 2+00 2+25 -0.93% PV I S T A = 0 + 2 4 . 5 0 EL E V = 2 6 6 . 1 7 3 PV I S T A = 2 + 1 6 . 7 6 EL E V = 2 6 4 . 3 8 5 FINISH GRADE @ STREET CENTERLINE EXISTING GROUND @ STREET CENTERLINE IN T E R S E C T I O N ST A = 0 + 0 0 . 0 0 ( A L L E Y H ) ST A = 1 3 + 2 0 . 5 1 ( 1 7 1 S T ) EL E V = 2 6 5 . 8 8 EN D S T R E E T C O N S T R U C T I O N ST A = 2 + 1 2 . 3 4 ( A L L E Y H ) EL E V = 2 6 4 . 4 3 260 270 280 260 270 280 0+00 1+00 2+00 2+30 -1.00% PV I S T A = 0 + 2 4 . 5 0 EL E V = 2 6 8 . 2 1 8 PV I S T A = 2 + 0 5 . 5 0 EL E V = 2 6 6 . 4 0 9 FINISH GRADE @ STREET CENTERLINEEXISTING GROUND @ STREET CENTERLINE IN T E R S E C T I O N ST A = 2 + 3 0 . 0 0 ( A L L E Y G ) ST A = 1 3 + 1 0 . 0 1 ( 1 7 1 S T ) EL E V = 2 6 6 . 1 2 IN T E R S E C T I O N ST A = 0 + 0 0 . 0 0 ( A L L E Y G ) ST A = 1 3 + 1 0 . 0 1 ( 1 7 2 N D ) EL E V = 2 6 8 . 2 0 N.T.S. PRIVATE STREETD6 TRAVEL 9.5' TRAVEL 9.5' 19.5' TRACT 19' PAVEMENT LC 2.50% 1 DTL1 PAVEMENT SECTION N.T.S. PRIVATE STREET - PARKING ONE SIDESD5 2.50% TRAVEL 9.5' TRAVEL 9.5' 25.5' TRACT 19' PAVEMENT LC R/W PARKING 8' 1 DTL1 PAVEMENT SECTION TYPE A MOUNTABLE CURB PER DETAIL ON SHEET DTL2 TYPE B MOUNTABLE CURB PER DETAIL ON SHEET DTL2 TYPE A MOUNTABLE CURB PER DETAIL ON SHEET DTL2 TYPE B MOUNTABLE CURB PER DETAIL ON SHEET DTL2 5.5' TRACT B/L 1 DTL1PAVEMENT SECTION CONCRETE CURB PER DETAIL 125, SHEET DTL1 0.50' R/W R/W 0.50' R/W 0.50' SDCB 1J.2.1 2+10.84, 7.50' L (ALLEY H) RIM = 264.35 10" IE OUT = 261.00 26.78 LF (PVC) @S=0.0319 SDCB 11A.1 0+30.50, 7.50' L (ALLEY F) RIM = 266.33 10" IE OUT = 261.00 29.57 LF (PVC) @S=0.0338 SDCB 13A.1 2+03.50, 7.50' L (ALLEY G) RIM = 266.24 10" IE OUT = 261.41 30.60 LF (PVC) @S=0.0134 21 ALLEY F, G & H STREET & STORM PLAN & PROFILE SCALE 1 INCH = 20 FEET 20 10 200 Construction Documents N: \ p r o j \ 3 9 5 - 0 2 9 \ 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 \ 3 9 5 0 2 9 . ( 2 1 ) S T - A L L E Y 6 - 8 . d w g - S H E E T : 21 Oc t . 1 7 , 1 6 - 12 : 1 7 P M Bo b 10/17/2016 ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design Polygon at West River Terrace 1ST SUBMITTAL DATE REVISIONS DATE DESCRIPTION KEY MAP EXPIRES: JUNE 30, 2018 JEAN LOUISE RD 17 4 T H L O O P 17 2 N D A V E 17 1 S T A V E RO Y R O G E R S R D 17 5 T H A V E SA B R I N A A V E UMBER SPRINGS 10/17/2016 ALLEY G - PROFILE HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 5' ALLEY G - PLAN SCALE: 1" = 20' STREET NOTES: INSTALL MONUMENT BOX TYPE PER DETAIL 170, SHEET DTL2.2 LEGEND: SIDEWALK BUILT BY DEVELOPMENT SIDEWALK BUILT BY HOME BUILDER ALLEY F - PLAN SCALE: 1" = 20' ALLEY H - PLAN SCALE: 1" = 20' ALLEY F - PROFILE HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 5' ALLEY H - PROFILE HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 5' 172ND AVE SEE SHEET 14.2 171ST AVE SEE SHEET 15.2 SABRINA AVE SEE SHEET 13.2 172ND AVE SEE SHEET 14.2 172ND AVE SEE SHEET 14.1 SABRINA AVE SEE SHEET 13.1 171ST AVE SEE SHEET 15.1 172ND AVE SEE SHEET 14.1 171ST AVE SEE SHEET 15.2 171ST AVE SEE SHEET 15.1 CATCH BASIN DATA: 5A INSTALL PRIVATE LYNCH STYLE AREA DRAIN IN ALLEY PER DETAIL ON SHEET DTL5. SEE TABLE THIS SHEET FOR AREA DRAIN INFORMATION. STORM NOTES: 5 5B 5C GENERAL NOTES: 1.CONSTRUCT ALLEY F AND ALLEY G PER TYPICAL STREET SECTION D6, THIS SHEET. 2.CONSTRUCT ALLEY H PER TYPICAL STREET SECTION D5, THIS SHEET. 3.MOUNTABLE CURBS UNLESS OTHEWISE NOTED. 4.REFER TO CR SHEETS FOR CURB RETURN INFORMATION. 5.ITALIC STATION LABELS INDICATE PIPE STATIONING. 6.ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE NOTED. 264.09 265.85 0+32.36 31.31 0.0517 266.12 0.0820 S D S S S D S S S D S S S D S S S D S S S D S S S D S S SD SS SS SD SS SD SS SS SD SD SD SD SD SD SD SD SD S S SW S A B R I N A A V E N U E SW 1 7 4 T H L O O P S D S D S D S D S D S D S D S D SD SD SD SD SD SD SS SS SS SS SS S S SS SS SS SS SS SS SS SS SS SS SS SS SS SS S S S S S S S S S S S S S S S S S S S S 1+00 0 + 7 9 1 + 0 0 2 + 0 0 3+004+005+00 0+ 0 0 17 + 0 0 17 + 0 0 18 + 0 0 19 + 0 0 S D SD SD SD SD SD SD SD SD SD SD SD 1 SDMH 3A SDCI 3A.1 SDLN-2 SD L N - 1 SDCI 1A.1 SDMH 1A SDCI 2A SDMH 2B SDL N - 1 5 SD L N - 1 5 SD L N - 1 1+00 2+ 0 0 3+ 0 0 3+ 4 5 SDMH 15C 6A 1C 235 240 24 0 240 231 232 233 234 236 237 238 239 2 4 0 11 12 S D S D 7 SDMH 15B REFER TO LANDSCAPE PLANS FOR SOIL AND PLANTING INFORMATION INSTALL 6" REINFORCED CONCRETE SIDEWALK SECTIONS ALIGNING WITH MAINTENANCE ACCESS SDCI 15A 20' WIDE RIP RAP OVERFLOW. TAP AT 239' ELEVATION S D S D 1 1 8 SDLN-1 6 SDMH 16A INSTALL 10' WIDE WEIR TW=233.00 STA 1+11.46, OC INSTALL 10' WIDE WEIR TW=232.15 STA 1+88.97, OC CORE BASE OF WALL AND DAYLIGHT PERF. PIPE 235 240 245 250 231 232 233 234 236 237 238 239 241 242 243 244 246 247 248 249 251 252 253 254 245 250 255 242 243 244 246 247 248 249 251 252 253 254 250 255 24 9 251 252 253 254 256 0+00 1 + 0 0 1+96 232.50' SWALE 232.15' SWALE 233.40' SWALE 0 . 5 % 0 . 5 % 233.00' SWALE TW FG'0.5 240.5 240.0 TW FG'5.0 248.0 243.0 TW FG'5.0 248.0 243.0 TW FG'5.0 248.0 243.0 TW FG'0.0 255.0 255.0 TW FG'5.0 244.0 239.0 TW FG'4.0 243.0 239.0 TW FG'0.0 255.0 255.0 INSTALL 10' X 5' RIVER ROCK SPLASH PAD INSTALL 10' X 10' RIVER ROCK SPLASH PAD TW FG'5.0 252.0 247.0 TW FG'5.0 253.0 248.0 TW FG'3.0 242.0 239.0 TW FG'2.0 242.0 240.0 10 10.00' 12.00' 2 3 6 . 0 ' T W 2 3 4 . 5 ' T W 2 3 3 . 5 ' T W P1 P1 P2 P2 S D P3P3 TRACT L P4 P4 1+ 0 0 1+40 13 #06D129 #06D129N #06D131 #06D128FM #06D132 #06D128F 233.61 FINISH GRADE EXISTING GROUND -0.50% OUTFALL TO POND POND ELEV=231.00' CONSTRUCT CHECK DAM PER DETAIL, THIS SHEET. 135' RIVER ROCK OUTFALL PROTECTION (10.00' WIDE x 5.00' LONG x 1.5' THICK) END OF SWALE ELEV=232.15' 225 230 240 250 225 230 240 250 0+001+002+002+25 INSTALL 10' WIDE WEIR TW=233.00 INSTALL 10' WIDE WEIR TW=232.15 -0.50% SDCI 15A 1+00.00, 0.00' (SDLN-15) RIM = 234.20 18 IE IN = 231.00 50.41 LF (D.I.) @S=0.0000 231.17 FINISH GRADE @ PIPE CENTERLINE EXISTING GROUND @ PIPE CENTERLINE CLASS 'B' GRANULAR BACKFILL & BEDDING PR I M A R Y T R E A T M E N T V A U L T SE E S T O R M N O T E 1 0 ST A = 0 + 7 4 . 1 5 ( S D L N - 1 6 ) RI M = 2 4 0 . 0 0 18 " I E I N 2 3 5 . 0 ( S E ) 18 " I E O U T 2 3 4 . 7 ( S ) 10 " I E O U T 2 3 3 . 7 ( W ) SD M H 1 6 A ST A = 1 8 + 4 4 . 5 3 , 3 2 . 1 9 ' L (S A B R I N A ) 18 " I E I N = 2 3 7 . 6 0 ( E ) 18 " I E O U T = 2 3 7 . 4 5 ( N ) ST A = 1 + 0 4 . 3 0 ( S D L N - 1 6 ) RI M = 2 4 1 . 5 9 SD M H 1 A ST A = 1 8 + 3 8 . 3 8 , 2 . 7 3 ' R (S A B R I N A ) 12 " I E I N = 2 3 7 . 9 0 ( S ) 10 " I E I N = 2 3 7 . 9 0 ( S E ) 10 " I E I N = 2 3 7 . 9 0 ( S W ) 12 " I E I N = 2 3 7 . 9 0 ( N E ) 18 " I E O U T = 2 3 7 . 7 0 ( W ) ST A = 1 + 3 9 . 8 1 ( S D L N - 1 6 ) RI M = 2 4 1 . 4 3 213 220 230 240 250 213 220 230 240 250 0+25 1+00 1+75 1.07' CLR IE=233.4 36.31 LF 10" ( P V C A S T M F 6 7 9 ) @ S=0.0358 24.23 LF 18" (PVC C905) @ S=0.1011 35.51 LF 18" (PVC C900) @ S=0.0028 2.45' CLR 3.65' CLR #0 6 D 1 3 1 #0 6 D 1 3 2 0.0025 233.61 24 0 . 9 2 24 1 . 1 8 23 7 . 6 6 23 7 . 6 8 23 7 . 6 8 229.00 2.37' SDMH 15B ROLLOUT DETAIL 18" IN E IE: 234.70 18" OUT SE IE: 230.80 18" OUT SW IE: 231.00 2.42' 230.00 235.00 240.00 22.1 WATER QUALITY FACILITY AND SWALE PLAN & PROFILE SCALE 1 INCH = 20 FEET 20 10 200 Construction Documents N: \ p r o j \ 3 9 5 - 0 2 9 \ 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 \ 3 9 5 0 2 9 . ( 2 2 ) W Q F A C I L I T Y . d w g - S H E E T : 22 . 1 Oc t . 1 7 , 1 6 - 12 : 1 9 P M Bo b 10/17/2016 ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design Polygon at West River Terrace 1ST SUBMITTAL DATE REVISIONS DATE DESCRIPTION EXPIRES: JUNE 30, 2018 10/17/2016 6" FINISHED GRADE FINISHED GRADE 1" CONCRETE BREAKING STRENGTH TO BE 3000 PSI AFTER 28 DAYS. SWALE MEDIA SECTION CHECK DAM DETAIL N.T.S. 12" MIN. SWALE PROFILE HORIZONTAL SCALE: 1" = 20', VERTICAL SCALE: 1" = 5' WATER QUALITY FACILITY & SDLN-15 - PLAN SCALE: 1" = 20' NOTES: 1.SWALE LENGTH TO BE 135 FT 2.SWALE SLOPE TO BE 0.5% 3.INSTALL 2 CONCRETE FLOW SPREADERS ONE ON EACH LEVEL PER DETAIL, THIS SHEET 4.REFER TO STRUCTURAL PLANS FOR WATER QUALITY SWALE RETAINING STRUCTURE DESIGN PROVIDE HIGH DENSITY JUTE MAT (COCONUT FIBER OR GEOJUTE PLUS) WITHIN TREATMENT AREA WQ FLOW WIDTH = 10.00' WQ-STORM ELEVATION 1.00' MIN TREATMENT DEPTH: 0.50' (TYPICAL CROSS SECTION) WATER QUALITY SWALE 8" CAST IN PLACE WALL HEIGHT VARIES BETWEEN 2.5' TO 3' PER GRADING PLAN 18" MIN AMENDED TOP SOIL MIX, SEEDED AND PLANTED PER LANDSCAPE PLANS 2.50' MAX 2.50' 4" PERFORATED PIPE WITH DRAIN ROCK AND GEOTEXTILE FABRIC 1.00' MIN 231.00' BOTTOM OF POND 233.50' TOP OF WALL 234.50' TOP OF WALL 236.00' TOP OF WALL TREATMENT DEPTH: 0.50' WQ-STORM ELEVATION 18" MIN AMENDED TOP SOIL MIX, SEEDED AND PLANTED PER LANDSCAPE PLANS 1.00' MIN WQ FLOW WIDTH = 10.00' INSTALL STORM MANHOLE PER CWS DWG NO. 010. INSTALL 72" FLOW CONTROL STRUCTURE PER CWS DWG NO. 270 AND NOTCH WEIR WALL PER WEIR PLATE DETAIL, SHEET DTL5. INSTALL 30" STANDPIPE PER DETAIL SHEET DTL 8. INSTALL CHECK DAM PER DETAIL 1 SHEET 22.1. CONSTRUCT PAVED ACCESS ROAD. 3" LEVEL 2, 1/2 DENSE GRADED HMAC OVER 8" AGGREGATE BASE (2" OF 3/4"-0 LEVELING COURSE OVER 6" OF 1-1/2"-0 BASE COURSE). SUBGRADE COMPACTED TO 95% AASHTO T-99. CROSS-SLOPE 3% MAX. INSTALL PRIMARY TREATMENT VAULT PER DETAIL, SHEET DTL 8. CONSTRUCT 12" MIN WIDE GRAVEL ACCESS ROAD. 2" OF 2/4"-0" CRUSHED GRAVEL OVER 9" OF 1-1/2"-0" CRUSHED GRAVEL COMPACTED TO 95% T-99. CONSTRUCT 5.00' WIDE X 10.00' LONG X 1.5' THICK RIP-RAP OUTFALL INSTALL DISSIPATION TEE AT OUTFLOW PIPE, RUN PIPE ALONG LENGTH OF CULVERT WALL. REFER TO DETAIL PER SHEET DTL6. STORM NOTES: 1C 6A 7 8 10 1 GENERAL NOTES: 1.ITALIC STATION LABELS INDICATE PIPE STATIONING. 2.ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE NOTED. 3.SEE SHEET 22.2 FOR CROSS SECTIONS. INLET DATA DATA: 6A 11 WATER QUALITY FACILITY - PROFILE HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 5' 1.00' MIN REFER TO STRUCTURAL PLANS FOR REINFORCEMENT DESIGN, TYP. 1.00' MIN 12 13 #06D129N FINISH GRADE @ PIPE CENTERLINE EXISTING GROUND @ PIPE CENTERLINE 203 210 220 230 240 250 203 210 220 230 240 250 0+90 1+00 2+00 3+00 3+50 111. 1 3 L F 1 8 " ( P V C A S T M F 6 7 9 ) @ S = 0 . 0 9 7 8 78.55 LF 18" (PVC ASTM F679) @ S=0.0066 CLASS 'A' NATIVE BACKFILL & BEDDING CLASS 'B' GRANULAR BACKFILL & BEDDING 50.41 LF 18" (D.I.) @ S=0.0000 SD M H 1 5 B ST A = 1 8 + 6 9 . 8 3 , 7 5 . 9 6 ' L (S A B R I N A ) 18 " I E I N = 2 3 4 . 7 0 ( E ) 18 " I E O U T = 2 3 0 . 8 0 ( S E ) 18 " I E O U T = 2 3 1 . 0 0 ( S W ) ST A = 1 + 5 0 . 4 1 ( S D L N - 1 5 ) RI M = 2 4 0 . 0 0 SD M H 1 5 C ST A = 1 8 + 5 1 . 8 9 , 0 . 1 3 ' L (S A B R I N A ) 18 " I E I N = 2 3 0 . 2 8 ( N W ) 18 " I E O U T = 2 3 0 . 2 8 ( N ) SU M P = 2 2 7 . 5 0 ST A = 2 + 2 8 . 9 6 ( S D L N - 1 5 ) RI M = 2 4 1 . 1 3 SD M H H E A D W A L L - 2 ST A = 1 9 + 6 3 . 1 5 , 2 . 0 0 ' R (S A B R I N A ) 18 " I E I N = 2 1 9 . 4 1 ( S ) ST A = 3 + 4 0 . 0 9 ( S D L N - 1 5 ) RI M = 2 2 0 . 9 3 2.45' CLR 3.65' CLR 3.56' CLR 7.78' CLR #0 6 D 1 2 9 #0 6 D 1 2 8 F M #0 6 D 1 2 8 F 18 + 4 8 . 0 9 , 2+ 3 0 . 0 3 0. 3 2 ' L 3+ 4 4 . 9 4 114 . 9 1 79.62 0.0099 23 4 . 2 3 23 0 . 3 4 23 0 . 6 7 23 0 . 1 0 23 0 . 0 0 0.0030 220 230 240 250 260 220 230 240 250 260 0+00 1+00 2+00 3+00 3+50 TRACT L LOT 79 WETLANDS FINISH GRADE @ CROSS SECTION EXISTING GROUND @ CROSS SECTION 8" SANITARY SEWER 12" STORM SEWER LINER @ CROSS SECTION 3.00' 2-YR STORM WATER ELEVATION=237.5' POND BOTTOM =231.0 6.50' 25-YR STORM WATER ELEVATION=239.0' FREEBOARD ELEVATION=240.0' 225 230 240 250 225 230 240 250 0+00 1+00 2+00 2+50 TRACT L SW SABRINA AVENUE SW 174TH LOOP FINISH GRADE @ CROSS SECTION EXISTING GROUND @ CROSS SECTION LINER @ CROSS SECTION 3.00' 2-YR STORM WATER ELEVATION=237.5' POND BOTTOM =231.0 6.50' 25-YR STORM WATER ELEVATION=239.0' FREEBOARD ELEVATION=240.0' 230 240 250 230 240 250 -0+25 0+00 1+00 1+25 FINISH GRADE @ CROSS SECTION EXISTING GROUND @ CROSS SECTION LINER @ CROSS SECTION 3.00' 225 230 240 250 225 230 240 250 0+00 1+00 1+25 TRACT L SW SABRINA AVENUE FINISH GRADE @ CROSS SECTION EXISTING GROUND @ CROSS SECTION LINER @ CROSS SECTION 3.00' 22.2 WATER QUALITY FACILITY AND SDLN-15 PLAN & PROFILE Construction Documents N: \ p r o j \ 3 9 5 - 0 2 9 \ 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 \ 3 9 5 0 2 9 . ( 2 2 ) W Q F A C I L I T Y . d w g - S H E E T : 22 . 2 Oc t . 1 7 , 1 6 - 12 : 2 2 P M Bo b 10/17/2016 ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design Polygon at West River Terrace 1ST SUBMITTAL DATE REVISIONS DATE DESCRIPTION EXPIRES: JUNE 30, 2018 10/17/2016 SDLN-15 - PROFILE HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 5' POND 1 - PROFILE HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 5' POND 2 - PROFILE HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 5' POND 3 - PROFILE HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 5' POND 4 - PROFILE HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 5' SW 1 7 4 T H L O O P SW 1 7 5 T H A V E N U E SW JEAN LOUISE ROAD S D S S SD SD SS S D SD SD SS SD SS SD SS SS S D S D S S S D S S 14 + 0 0 15 + 0 0 14 + 0 0 15 + 0 0 SD SD SD SD SD SD SD SD SD SD SD SD SD SS SS SS SS SS SS SS S S S S S S S S S S S S S S S S S S S S SS SS SS SS SS SS SS S S 2+003+004+005+005+70 0 + 0 0 0 + 0 0 8.00' PUE 8.00' PUE 8.00' PUE 8.00' PUE SSMH I3 SSMH I2 SSMH I1 SSLN-I SS L N - K SS L N - J 99 11296 95 100 111 77 76 114 115 (TYP) 1 1 1 2 (TYP) SSMH H2 10 4 6 3 4 6 1 SSMH G1 S D S D S D SD S D S D S D S D SS SS 9+0010+0011+0012+0013+00 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 19 #SS06D083 #SS06D081 #SS06D079 10" SD 1.02' CLR 230 240 250 260 270 230 240 250 260 270 8+759+0010+0011+0012+0013+0013+30 102.83 LF 8" (PVC) @ S=0.0094 233.00 LF 8" (PVC) @ S=0.0154 234.00 LF 8" (PVC) @ S=0.0040 FINISH GRADE @ STREET CENTERLINE EXISTING GROUND @ STREET CENTERLINE 8" DI WATER 3.00' MIN COVER CLASS 'B' GRANULAR BACKFILL & BEDDING 10" SD 0.50' CLR 4" SS 1.36' CLR 4" SS 1.76' CLR EN D S T R E E T C O N S T R U C T I O N ST A = 1 3 + 1 8 . 3 3 ( J E A N L O U I S E ) EL E V = 2 5 9 . 7 6 SS M H I 3 ST A = 1 3 + 1 4 . 3 3 , 7 . 0 0 ' R (J E A N L O U I S E ) 8" I E O U T = 2 5 1 . 5 4 ( E ) ST A = 5 + 6 9 . 8 3 ( S S L N - I ) RI M = 2 5 9 . 5 4 SS M H I 2 ST A = 1 2 + 1 1 . 5 0 , 7 . 0 0 ' R (J E A N L O U I S E ) 8" I E I N = 2 5 0 . 5 7 ( S ) 8" I E I N = 2 5 0 . 5 7 ( W ) 8" I E O U T = 2 5 0 . 3 7 ( E ) ST A = 4 + 6 7 . 0 0 ( S S L N - I ) ST A = 0 + 0 0 . 0 0 ( S S L N - J ) RI M = 2 5 9 . 6 6 SS M H I 1 ST A = 9 + 7 8 . 5 0 , 7 . 0 0 ' R (J E A N L O U I S E ) 8" I E I N = 2 4 6 . 7 9 ( S ) 8" I E I N = 2 4 6 . 7 9 ( W ) 8" I E O U T = 2 4 6 . 5 9 ( E ) ST A = 2 + 3 4 . 0 0 ( S S L N - I ) ST A = 0 + 0 0 . 0 0 ( S S L N - K ) RI M = 2 6 0 . 8 4 #S S 0 6 D 0 8 3 #S S 0 6 D 0 8 1 25 9 . 4 6 25 0 . 0 1 25 0 . 0 4 24 9 . 8 4 0.0144 #S S 0 6 D 0 7 9 24 6 . 5 3 24 6 . 4 9 24 6 . 2 4 0.0041 23.1 SW JEAN LOUISE RD SANITARY SEWER & WATER PLAN & PROFILE SCALE 1 INCH = 20 FEET 20 10 200 Construction Documents N: \ p r o j \ 3 9 5 - 0 2 9 \ 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 \ 3 9 5 0 2 9 . ( 2 3 ) S S - J E A N L O U I S E . d w g - S H E E T : 23 . 1 Oc t . 1 7 , 1 6 - 1: 4 4 P M Bo b 10/17/2016 ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design Polygon at West River Terrace 1ST SUBMITTAL DATE REVISIONS DATE DESCRIPTION KEY MAP EXPIRES: JUNE 30, 2018 JEAN LOUISE RD 17 4 T H L O O P 17 2 N D A V E 17 1 S T A V E RO Y R O G E R S R D 17 5 T H A V E SA B R I N A A V E UMBER SPRINGS 10/17/2016 SW JEAN LOUISE RD - PROFILE HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 5' SW JEAN LOUISE RD - PLAN SCALE: 1" = 20' 175TH AVE SEE SHEET 24.2 175TH AVE SEE SHEET 24.1 1 INSTALL SANITARY MANHOLE PER CWS DWG NO. 010, SEE SHEET DTL3. INSTALL 4" PVC D-3034 SANITARY SEWER LATERAL @ S=0.0200 MIN. PER CWS DWG NO. 520, SEE SHEET DTL5, AND LATERAL TABLE, THIS SHEET. SANITARY NOTES: 2 SANITARY LATERAL TABLE LOT#STATION LENGTH SLOPE I.E. 76 1+44.17 SSLN-I 30.00 0.2648 254.34 77 1+79.06 SSLN-I 30.00 0.2648 254.48 114 1+76.06 SSLN-I 44.00 0.2270 256.51 115 1+41.17 SSLN-I 44.00 0.2476 257.28 WATER NOTES: INSTALL 1" WATER SERVICE PER DETAIL 520, SEE SHEET DTL7. INSTALL FIRE HYDRANT ASSEMBLY PER DETAIL 542, SEE SHEET DTL7 STA: 11+65.50, 20.50' LT. (JEAN LOUISE) INSTALL 8" MJ GATE VALVE STA: 10+10.50, 11.00' LT. (JEAN LOUISE) STA: 13+13.67, 11.00' LT. (JEAN LOUISE) INSTALL 8" MJ CROSS STA: 9+62.50, 11.00' LT. (JEAN LOUISE) STA: 11+95.50, 11.00' LT. (JEAN LOUISE) INSTALL TEMPORARY BLOW OFF VALVE PER DETAIL 570, SEE SHEET DTL7. STA: 13+16.83, 11.00' LT. (JEAN LOUISE) INSTALL 1" COMBINATION AIR AND VACUUM VALVE PER DETAIL 1, SEE SHEET DTL9. STA: 10+82.50, 21.00' LT. (JEAN LOUISE) 3 4 1 6 10 174TH LP SEE SHEET 25.1 174TH LP SEE SHEET 25.2 JE A N L O U I S E R D SE E S H E E T 2 3 . 2 GENERAL NOTES: 1.ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE NOTED. 19 30.7 0.2188 252.8 31.2 0.2138 252.9 1+77.0 44.6 0.1745 254.0 1+40.9 46.2 0.1718 254.0 SW JEAN LOUISE ROAD SW S A B R I N A A V E N U E SW 1 7 2 N D A V E N U E SD SS SS SD SS SD SS SS S S S D S D S S S S S D SD SS SS SD SS SS SD SS SS SD SS SS SD SS SS S D S S S D S S S D S S S D S D S S SD SS SS S S S D S S 14 + 0 0 15 + 0 0 14 + 0 0 15 + 0 0 S D S D S D S D S D S D S D S D S D S D S D S D S D SD SD SD SD SD SD S D S D S D S D S D S D 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 0+001+00 0 + 0 0 15+00 16+00 17+00 18+00 0 + 0 0 8.00' PUE 8.00' PUE 8.00' PUE SSMH A11 SSMH A12 SSLN-I SSLN-A SS L N - M SS L N - L SS L N - A 75 74 73 116 118117 6061626364 124120123122121119 47 (TYP) 1 (TYP) 1A 1A 2 (TYP) 2 (TYP) 3 18 13 17 (TYP) 1 (TYP) 1 S D S D S D S D SD 5+006+007+008+00 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 17+0018+0019+00 2 0 + 0 0 4 #SS06D077 #SS06D084 2 NOT CONSTRUCTED 230 240 250 260 270 280 230 240 250 260 270 280 4+255+006+007+008+008+75 234.00 LF 8" (PVC) @ S=0.0040 234.00 LF 12" (PVC) @ S=0.0030 230.00 LF 12" (PVC) @ S=0.0030 FINISH GRADE @ STREET CENTERLINE EXISTING GROUND @ STREET CENTERLINE 8" DI WATER CLASS 'B' GRANULAR BACKFILL & BEDDING 3.00' MIN COVER SS M H A 1 1 ST A = 7 + 4 4 . 5 0 , 7 . 0 0 ' R (J E A N L O U I S E ) 8" I E I N = 2 4 5 . 6 5 ( W ) 12 " I E I N = 2 4 5 . 5 0 ( E ) 8" I E I N = 2 5 0 . 1 1 ( S ) 12 " I E O U T = 2 4 5 . 3 0 ( N ) ST A = 1 4 + 7 8 . 8 7 ( S S L N - A ) ST A = 0 + 0 0 . 0 0 ( S S L N - I ) ST A = 0 + 0 0 . 0 0 ( S S L N - L ) RI M = 2 6 2 . 1 3 SS M H A 1 2 ST A = 5 + 1 0 . 5 0 , 7 . 0 0 ' R (J E A N L O U I S E ) 12 " I E I N = 2 4 6 . 4 0 ( E ) 8" I E I N = 2 5 3 . 0 0 ( S ) 12 " I E O U T = 2 4 6 . 2 0 ( W ) ST A = 1 7 + 1 2 . 8 7 ( S S L N - A ) ST A = 0 + 0 0 . 0 0 ( S S L N - M ) RI M = 2 6 5 . 6 0 18" DI WATER 18 I N X 1 8 I N X 8 I N X 8 I N C R O S S 0. 9 ° V E R T . D E F L . IE = 2 6 1 . 0 3 17 + 5 7 . 2 1 ( W T L N ) 4+ 9 4 . 5 0 , 1 1 . 0 0 ' L ( J E A N L O U I S E ) BU T T E R F L Y V A L V E 0. 0 ° V E R T . D E F L . IE = 2 6 1 . 1 5 18 + 0 5 . 2 1 ( W T L N ) 5+ 4 2 . 5 0 , 1 1 . 0 0 L ( J E A N L O U I S E ) 18 I N X 1 8 I N X 1 8 I N X 1 8 I N C R O S S 0. 0 ° V E R T . D E F L . IE = 2 5 7 . 4 0 19 + 8 9 . 2 1 ( W T L N ) 7+ 2 6 . 5 0 , 1 1 . 0 0 ' L ( J E A N L O U I S E ) S = 1.6% S = 1.6% 0.0041 #S S 0 6 D 0 7 7 24 5 . 2 7 24 5 . 1 7 24 9 . 6 6 24 5 . 0 7 0.0035 #S S 0 6 D 0 8 4 5+ 1 2 . 9 4 , 8 . 7 3 ' R 17 + 1 0 . 0 6 26 5 . 7 1 24 6 . 2 1 25 2 . 6 4 24 5 . 9 8 0.0037231.57 232.45 23.2 SW JEAN LOUISE RD SANITARY SEWER & WATER PLAN & PROFILE SCALE 1 INCH = 20 FEET 20 10 200 Construction Documents N: \ p r o j \ 3 9 5 - 0 2 9 \ 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 \ 3 9 5 0 2 9 . ( 2 3 ) S S - J E A N L O U I S E . d w g - S H E E T : 23 . 2 Oc t . 1 7 , 1 6 - 1: 4 4 P M Bo b 10/17/2016 ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design Polygon at West River Terrace 1ST SUBMITTAL DATE REVISIONS DATE DESCRIPTION KEY MAP EXPIRES: JUNE 30, 2018 JEAN LOUISE RD 17 4 T H L O O P 17 2 N D A V E 17 1 S T A V E RO Y R O G E R S R D 17 5 T H A V E SA B R I N A A V E UMBER SPRINGS 10/17/2016 SW JEAN LOUISE RD - PROFILE HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 5' SW JEAN LOUISE RD - PLAN SCALE: 1" = 20' JE A N L O U I S E R D SE E S H E E T 2 3 . 1 1 INSTALL SANITARY MANHOLE PER CWS DWG NO. 010, SEE SHEET DTL3. INSTALL SANITARY MANHOLE W/ INSIDE DROP PER CWS DWG NO. 010, SHEET DTL3 AND DWG NO. 090, SHEET DTL6. INSTALL 4" PVC D-3034 SANITARY SEWER LATERAL @ S=0.0200 MIN. PER CWS DWG NO. 520, SEE SHEET DTL5, AND LATERAL TABLE, THIS SHEET. SANITARY NOTES: 2 WATER NOTES: INSTALL 1" WATER SERVICE PER DETAIL 520, SEE SHEET DTL7. INSTALL FIRE HYDRANT ASSEMBLY PER DETAIL 542, SEE SHEET DTL7 STA: 7+83.50, 20.50' LT. (JEAN LOUISE) INSTALL 8" MJ GATE VALVE STA: 7+80.50, 11.00' LT. (JEAN LOUISE) INSTALL 18" MJ GATE VALVE STA: 5+42.50, 11.00' LT. (JEAN LOUISE) INSTALL 18" X 8" MJ CROSS STA: 4+94.50, 11.00' LT. (JEAN LOUISE) INSTALL 18" MJ CROSS W/ 2, 18" X 8" REDUCERS (SOUTH, WEST) STA: 7+26.50, 11.00' LT. (JEAN LOUISE) 13 1 17 SABRINA AVE SEE SHEET 27.1 SABRINA AVE SEE SHEET 27.2 JE A N L O U I S E R D SE E S H E E T 2 3 . 3 172ND AVE SEE SHEET 28.1 172ND AVE SEE SHEET 28.2 SANITARY LATERAL TABLE LOT#STATION LENGTH SLOPE I.E. 47 17+68.37 SSLN-A 30.00 0.4145 259.18 60 16+76.08 SSLN-A 30.00 0.4179 258.96 61 16+37.37 SSLN-A 30.00 0.3948 258.15 62 16+03.37 SSLN-A 30.00 0.3748 257.45 63 15+72.02 SSLN-A 30.00 0.3563 256.80 64 15+42.87 SSLN-A 30.00 0.3392 256.20 73 0+41.39 SSLN-I 30.00 0.2812 254.42 74 0+79.50 SSLN-I 30.00 0.2738 254.35 75 1+13.50 SSLN-I 30.00 0.2662 254.26 SANITARY LATERAL TABLE LOT#STATION LENGTH SLOPE I.E. 116 1+16.50 SSLN-I 44.00 0.2638 257.89 117 0+82.50 SSLN-I 44.00 0.2853 258.70 118 0+48.50 SSLN-I 44.00 0.3070 259.52 119 15+39.87 SSLN-A 44.00 0.3094 259.63 120 15+69.02 SSLN-A 44.00 0.3152 259.97 121 16+00.37 SSLN-A 44.00 0.3212 260.33 122 16+40.37 SSLN-A 44.00 0.3292 260.80 123 16+68.37 SSLN-A 44.00 0.3345 261.12 124 17+71.37 SSLN-A 44.00 0.3267 261.13 GENERAL NOTES: 1.ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE NOTED. 1A 18 3 3 4 1+17.5 46.2 0.1903 254.7 44.4 0.2440 256.6 0+50.0 44.9 0.2273 255.9 45.2 0.2573 257.3 15+67.0 48.7 0.2540 258.2 47.5 0.2504 257.8 50.6 0.2808 260.3 46.5 0.2936 259.8 45.6 0.2912 260.1 30.8 0.4108 259.4 30.6 0.3491 256.9 16+38.5 27.1 0.4007 256.9 31.0 0.3637 257.2 15+74.0 31.3 0.3378 256.4 29.0 0.3676 256.4 31.4 0.2209 252.6 31.8 0.2015 252.2 1+12.0 31.5 0.1972 252.1 NOT CONSTRUCTED SW 1 7 1 S T A V E N U E SW R O Y R O G E R S R O A D ( C . R . N O . 3 1 5 0 ) SS SS SD SS SS SD SS SS SD SD SS SS S S S D S D S S S D S S S D S S SS SS SD SS SS SS SS SS SS SD SS SS SD SS SS SS SS SS SS SS SS SD S D S S S S S S S S S D S S S D S S S S S S S D S S 14 + 0 0 15 + 0 0 11 + 0 0 12 + 0 0 S D S D S D S D S D S D S D S D S D S D S D S D S D S D S D SD SD SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS 22+4718+00 19+00 20+00 21+00 22+00 0 + 0 0 8.00' PUE 8.00' PUE 8.00' PUE SSMH A13 SSMH A15 SSLN-A SS L N - N 128127126125 46 45 44 43 242526 202721282223TRACT F 130 131 132 133 TRACT R 134 135129 136 137 1A 1 2 (TYP) 2 (TYP) S D S D 13 17 (TYP) 1 (TYP) 1 138.00' PUE S D S D SD 0+001+002+003+004+00 SW JEAN LOUISE ROAD W W W W W W W W W W W W W W W W W W 13+0014+0015+0016+00 W W W 20 16 W W W S S S S S S SS SS SS #SS06D086 #SS06D088 1 SSMH A14 NOT CONSTRUCTED NOT CONSTRUCTED 235 240 250 260 270 280 235 240 250 260 270 280 -0+500+001+002+003+004+004+25 230.00 LF 12" (PVC) @ S=0.0030 304.15 LF 12" (PVC) @ S=0.0030 FINISH GRADE @ STREET CENTERLINE EXISTING GROUND @ STREET CENTERLINE 18" DI WATER CLASS 'B' GRANULAR BACKFILL & BEDDING 3.00' MIN COVER BE G I N S T R E E T C O N S T R U C T I O N ST A = 0 + 1 8 . 3 1 ( J E A N L O U I S E ) EL E V = 2 6 3 . 7 0 SS M H A 1 3 ST A = 2 + 8 0 . 5 0 , 7 . 0 0 ' R (J E A N L O U I S E ) 12 " I E I N = 2 4 7 . 2 8 ( E ) 8" I E I N = 2 5 4 . 0 0 ( S ) 12 " I E O U T = 2 4 7 . 0 8 ( W ) ST A = 1 9 + 4 2 . 8 7 ( S S L N - A ) ST A = 0 + 0 0 . 0 0 ( S S L N - N ) RI M = 2 6 5 . 3 4 SS M H A 1 4 ST A = - 0 + 2 3 . 5 6 , 7 . 2 7 ' R (J E A N L O U I S E ) 12 " I E O U T = 2 4 8 . 2 0 ( W ) ST A = 2 2 + 4 7 . 0 2 ( S S L N - A ) RI M = 2 6 3 . 3 9 S = 0.7% S = 2.6% S = 1.7%S = 0.0%BU T T E R F L Y V A L V E 1. 2 ° V E R T . D E F L . IE = 2 5 6 . 2 1 13 + 3 3 . 5 1 ( W T L N ) 0+ 7 0 . 8 0 , 1 1 . 0 0 L ( J E A N L O U I S E ) 18 I N X 1 8 I N X 8 I N X 8 I N C R O S S 0. 2 ° V E R T . D E F L . IE = 2 6 0 . 2 7 15 + 2 7 . 2 1 ( W T L N ) 2+ 6 4 . 5 0 , 1 1 . 0 0 ' L ( J E A N L O U I S E ) BU T T E R F L Y V A L V E 1. 0 ° V E R T . D E F L . IE = 2 6 1 . 9 2 15 + 7 5 . 2 1 ( W T L N ) 3+ 1 2 . 5 0 , 1 1 . 0 0 L ( J E A N L O U I S E ) 2. 0 ° V E R T . D E F L . IE = 2 5 5 . 8 6 13 + 5 2 . 8 2 ( W T L N ) 0+ 9 0 . 1 2 , 1 1 . 0 0 ' L ( J E A N L O U I S E ) S = 6.1 % S = 3.6% S = 1.3% 12" SD 0.60' CLR 10" SD 0.55' CLR 6" SD 0.56' CLR 1. 4 ° V E R T . D E F L . IE = 2 5 8 . 0 8 13 + 8 8 . 8 2 ( W T L N ) 1+ 2 6 . 1 2 , 1 1 . 0 0 ' L ( J E A N L O U I S E ) 1. 3 ° V E R T . D E F L . IE = 2 5 8 . 7 2 14 + 0 6 . 8 2 ( W T L N ) 1+ 4 4 . 1 2 , 1 1 . 0 0 ' L ( J E A N L O U I S E ) 84.03 LF 12" (PVC) @ S=0.0030 SS M H A 1 4 ST A = 0 + 6 0 . 3 8 , 7 . 0 0 ' R (J E A N L O U I S E ) 12 " I E I N = 2 4 8 . 1 5 ( E ) 12 " I E O U T = 2 4 7 . 9 5 ( W ) ST A = 2 1 + 6 2 . 9 9 ( S S L N - A ) RI M = 2 6 2 . 5 8 0.0037 232.45 #S S 0 6 D 0 8 6 19 + 4 2 . 5 0 26 5 . 5 0 25 2 . 9 8 0.0022 21 + 6 2 . 6 2 #S S 0 6 D 0 8 8 A1 5 22 + 4 6 . 6 5 NO T I N S T A L L E D Y E T NOT INSTALLED YET NOT INSTALLED YET 23.3 SW JEAN LOUISE RD SANITARY SEWER & WATER PLAN & PROFILE SCALE 1 INCH = 20 FEET 20 10 200 Construction Documents N: \ p r o j \ 3 9 5 - 0 2 9 \ 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 \ 3 9 5 0 2 9 . ( 2 3 ) S S - J E A N L O U I S E . d w g - S H E E T : 23 . 3 Oc t . 1 7 , 1 6 - 1: 4 4 P M Bo b 10/17/2016 ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design Polygon at West River Terrace 1ST SUBMITTAL DATE REVISIONS DATE DESCRIPTION KEY MAP EXPIRES: JUNE 30, 2018 JEAN LOUISE RD 17 4 T H L O O P 17 2 N D A V E 17 1 S T A V E RO Y R O G E R S R D 17 5 T H A V E SA B R I N A A V E UMBER SPRINGS 10/17/2016 SW JEAN LOUISE RD - PROFILE HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 5' SW JEAN LOUISE RD - PLAN SCALE: 1" = 20' 171ST AVE SEE SHEET 29.2 ROY ROGERS RD SEE SHEET RD2 JE A N L O U I S E R D SE E S H E E T 2 3 . 2 1 INSTALL SANITARY MANHOLE PER CWS DWG NO. 010, SEE SHEET DTL3. INSTALL SANITARY MANHOLE W/ INSIDE DROP PER CWS DWG NO. 010, SHEET DTL3 AND DWG NO. 090, SHEET DTL6. INSTALL 4" PVC D-3034 SANITARY SEWER LATERAL @ S=0.0200 MIN. PER CWS DWG NO. 520, SEE SHEET DTL5, AND LATERAL TABLE, THIS SHEET. SANITARY NOTES: 2 SANITARY LATERAL TABLE LOT#STATION LENGTH SLOPE I.E. 130 20+16.46 SSLN-A 44.00 0.2776 260.05 131 20+32.62 SSLN-A 44.00 0.2726 259.88 132 20+47.12 SSLN-A 44.00 0.2684 259.74 133 20+68.45 SSLN-A 44.00 0.2624 259.54 134 21+01.35 SSLN-A 44.00 0.2531 259.23 135 21+13.18 SSLN-A 44.00 0.2498 259.12 136 21+28.51 SSLN-A 44.00 0.2453 258.97 137 21+49.84 SSLN-A 44.00 0.2396 258.78 WATER NOTES: INSTALL 1" WATER SERVICE PER DETAIL 520, SEE SHEET DTL7. INSTALL 18" MJ BUTTERFLY VALVE STA: 0+70.80, 11.00' LT. (JEAN LOUISE) STA: 3+12.50, 11.00' LT. (JEAN LOUISE) INSTALL 18" - 45° MJ BEND STA: -0+24.98, 10.71' LT. (JEAN LOUISE) INSTALL 18" X 8" MJ CROSS STA: 2+64.50, 11.00' LT. (JEAN LOUISE) INSTALL 2" COMBINATION AIR AND VACUUM VALVE PER DETAIL 2, SEE SHEET DTL9. STA: 3+95.44, 21.00' LT. (JEAN LOUISE) 13 16 1 17 ROY ROGERS RD SEE SHEET RD1 171ST AVE SEE SHEET 29.1 SANITARY LATERAL TABLE LOT#STATION LENGTH SLOPE I.E. 43 19+04.87 SSLN-A 30.00 0.3877 258.90 44 18+70.37 SSLN-A 30.00 0.3968 259.04 45 18+36.37 SSLN-A 30.00 0.4038 259.12 46 18+02.37 SSLN-A 30.00 0.4088 259.14 125 17+99.37 SSLN-A 44.00 0.3170 260.81 126 18+39.37 SSLN-A 44.00 0.3030 260.35 127 18+73.37 SSLN-A 44.00 0.2912 259.96 128 19+07.87 SSLN-A 44.00 0.2912 259.56 129 19+97.50 SSLN-A 44.00 0.2825 260.21 SANITARY LATERAL TABLE LOT#STATION LENGTH SLOPE I.E. 20 21+47.10 SSLN-A 30.00 0.3423 258.50 21 21+31.51 SSLN-A 30.00 0.3412 258.42 22 21+16.18 SSLN-A 30.00 0.3407 258.36 23 20+98.35 SSLN-A 30.00 0.3412 258.32 24 20+71.45 SSLN-A 30.00 0.3409 258.23 25 20+50.12 SSLN-A 30.00 0.3407 258.16 26 20+35.62 SSLN-A 30.00 0.3399 258.09 27 20+19.46 SSLN-A 30.00 0.3405 258.06 28 19+90.87 SSLN-A 30.00 0.3400 257.96 GENERAL NOTES: 1.ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE NOTED. 1A 2028.6 0.3057 257.0 29.4 0.2871 256.6 28.8 20+97.0 28.5 0.3167 257.1 29.1 0.3315 257.6 29.1 0.3264 257.5 29.1 0.3407 257.8 28.4 0.3232 257.0 19+89.0 27.9 0.3014 256.2 27.7 0.4141 258.8 18+69.0 29.9 0.3914 258.8 30.3 0.3870 258.8 28.8 0.4174 258.9 47.9 0.3036 261.4 47.2 0.2703 259.8 47.0 0.2642 259.6 48.5 0.2528 259.5 19+96.5 47.2 0.2246 258.4 45.5 0.2327 258.4 20+30.5 46.4 0.2248 258.3 46.0 0.2188 258.0 45.8 0.2135 257.8 46.3 0.2018 257.4 46.7 0.2088 257.9 21+27.5 47.2 0.1906 257.2 46.5 SD SD SS S D S S S S S D SS 6.00' PUE SW J E A N L O U I S E R O A D SW 175TH AVENUE 12 + 0 0 SD SD SD SD SD SD S D S D SS SS SS SS SS SS SS SS S S S S S S 6.00' PUE 2 (TYP) (TYP) 4 + 0 0 5 + 0 0 1+26 0+001+00 SSMH J1 SSMH I2 1 1 SSLN-J SS L N - I SS L N - I 9998 97 96 10 1 6 4 S D S D S D 13+00 14+00 W W W W W W W W W W W 19 #SS06D082 #SS06D081 235 240 250 260 270 235 240 250 260 270 12+75 13+00 14+00 15+00 SS M H J 1 ST A = 1 3 + 0 9 . 7 6 , 7 . 0 0 ' L (1 7 5 T H ) 8" I E O U T = 2 5 1 . 2 0 ( N ) ST A = 1 + 2 6 . 2 5 ( S S L N - J ) RI M = 2 6 1 . 1 8 126.25 LF 8" (PVC) @ S=0.0050 SS M H I 2 ST A = 1 4 + 3 6 . 0 1 , 7 . 0 0 ' L (1 7 5 T H ) 8" I E I N = 2 5 0 . 5 7 ( S ) 8" I E I N = 2 5 0 . 5 7 ( W ) 8" I E O U T = 2 5 0 . 3 7 ( E ) ST A = 0 + 0 0 . 0 0 ( S S L N - J ) ST A = 0 + 0 0 . 0 0 ( S S L N - I ) RI M = 2 5 9 . 6 6 FINISH GRADE @ STREET CENTERLINE EXISTING GROUND @ STREET CENTERLINE 8" DI WATER CLASS 'B' GRANULAR BACKFILL & BEDDING 3.00' MIN COVER 6" SD 1.00' CLR 6" SD 1.00' CLR 10" SD 1.00' CLR #S S 0 6 D 0 8 1 25 9 . 4 6 25 0 . 0 1 25 0 . 0 4 24 9 . 8 4 #S S 0 6 D 0 8 2 26 1 . 4 9 25 1 . 0 5 0.0082 24.1 SW 175TH AVE SANITARY SEWER & WATER PLAN & PROFILE SCALE 1 INCH = 20 FEET 20 10 200 Construction Documents N: \ p r o j \ 3 9 5 - 0 2 9 \ 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 \ 3 9 5 0 2 9 . ( 2 4 ) S S - 1 7 5 T H . d w g - S H E E T : 24 . 1 Oc t . 1 7 , 1 6 - 1: 4 6 P M Bo b 10/17/2016 ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design Polygon at West River Terrace 1ST SUBMITTAL DATE REVISIONS DATE DESCRIPTION KEY MAP EXPIRES: JUNE 30, 2018 JEAN LOUISE RD 17 4 T H L O O P 17 2 N D A V E 17 1 S T A V E RO Y R O G E R S R D 17 5 T H A V E SA B R I N A A V E UMBER SPRINGS 10/17/2016 SW 175TH AVE - PROFILE HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 5' SW 175TH AVE - PLAN SCALE: 1" = 20' JEAN LOUISE RD SEE SHEET 23.1 JEAN LOUISE RD SEE SHEET 23.1 17 5 T H A V E SE E S H E E T 2 4 . 2 1 INSTALL SANITARY MANHOLE PER DWG NO. 010, SEE SHEET DTL3. INSTALL 4" PVC D-3034 SANITARY SEWER LATERAL @ S=0.0200 MIN. PER CWS DWG NO. 520, SEE SHEET DTL5, AND LATERAL TABLE, THIS SHEET. SANITARY NOTES: 2 SANITARY LATERAL TABLE LOT#STATION LENGTH SLOPE I.E. 96 0+62.50 SSLN-J 24.00 0.1288 254.14 97 1+14.83 SSLN-J 24.00 0.1692 255.37 98 1+17.83 SSLN-J 38.00 0.1091 255.47 99 0+65.50 SSLN-J 38.00 0.0831 254.22 WATER NOTES: INSTALL 1" WATER SERVICE PER DETAIL 520, SEE SHEET DTL7. INSTALL 8" MJ GATE VALVE STA: 14+72.01, 9.00' LT. (175TH) INSTALL 8" MJ CROSS STA: 14+18.01, 9.00' RT. (175TH) INSTALL BLOW TEMPORARY OFF VALVE PER DETAIL 570, SEE SHEET DTL7. STA: 13+10.80, 9.00' LT. (175TH) INSTALL 1" COMBINATION AIR AND VACUUM VALVE PER DETAIL 1, SEE SHEET DTL9. COORDINATE WITH CITY INSPECTOR. STA: 13+12.05, 17.00' RT. (175TH) 4 1 6 10 GENERAL NOTES: 1.ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE NOTED. 19 26.5 0.0620 252.3 1+12.5 26.3 0.1204 254.3 1+19.0 39.3 0.0890 254.7 S D S D S D S D S D S D S D S D S D SD SD SD SD SD SD S D S S S S S S S S S S S S S S S S SS SS SS SS SS S D S D S D S S S S S S S S SW 175TH AVENUE SW 1 7 4 T H L O O P 2+ 0 0 6.00' PUE S D S D S D S DSDSDSDSDSD SS SS SS SD SD SD SD SD SD SD 6.00' PUE 6.00' PUE S S S S S S S S S S S S S S S S S S S S S S S S S S S S 4+12 0+00 1+002+003+00 4+00 5 + 5 3 5 + 0 0 SSMH H2 SSMH G3 SSMH H12 (TYP) 1 2 (TYP) 1 1 SSLN-H SSLN-H SS L N - G 89 88 87929190949395 102101100 105104103 86 4 5 3(TYP) 1 S D S D 12 S S 15+00 16+00 17+00 18+00 19+00 W W W W W W W W W W W W W W W W W W SW 175TH COURT W #SS06D073 #SS06D075 #SS06D074 215 220 230 240 250 260 270 215 220 230 240 250 260 270 14+75 15+00 16+00 17+00 18+00 19+00 19+30 SS M H H 2 ST A = 1 4 + 8 0 . 5 1 , 7 . 0 0 ' L (1 7 5 T H ) 4" I E I N = 2 4 5 . 7 9 ( W ) 4" I E I N = 2 4 8 . 7 5 ( E ) 8" I E O U T = 2 4 5 . 4 5 ( N ) ST A = 4 + 1 1 . 5 2 ( S S L N - H ) RI M = 2 5 8 . 6 9 SS M H G 3 ST A = 1 8 + 0 0 . 0 1 , 7 . 0 0 ' L (1 7 5 T H ) 8" I E I N = 2 3 9 . 5 3 ( N ) 8" I E I N = 2 3 9 . 5 3 ( S ) 4" I E I N = 2 3 9 . 5 3 ( W ) 8" I E O U T = 2 3 9 . 3 3 ( E ) ST A = 0 + 9 2 . 0 2 ( S S L N - H ) ST A = 5 + 5 2 . 5 0 ( S S L N - G ) RI M = 2 4 5 . 5 7 SS M H H 1 ST A = 1 8 + 9 2 . 0 3 , 7 . 0 0 ' L (1 7 5 T H ) 8" I E O U T = 2 3 9 . 9 0 ( S ) ST A = 0 + 0 0 . 0 0 ( S S L N - H ) RI M = 2 4 4 . 8 8 319.50 LF 8" (PVC) @ S=0.0185 92.02 LF 8" (PVC) @ S=0.0040 FINISH GRADE @ STREET CENTERLINE EXISTING GROUND @ STREET CENTERLINE 8" DI WA T E R CLASS 'B' GRANULAR BACKFILL & BEDDING 3.00' MIN COVER 4" SS 1.72' CLR 10" SD 0.73' CLR 10" SD 0.83' CLR 6" SD 0.50' CLR 4" SS 0.39' CLR #S S 0 6 D 0 7 4 #S S 0 6 D 0 7 3 #S S 0 6 D 0 7 5 4+ 1 1 . 6 1 24 5 . 3 2 24 8 . 3 6 24 5 . 1 5 0.0176 319.52 10 . 6 0 ' 0+ 9 2 . 0 9 5+ 5 6 . 1 0 24 5 . 1 9 24 4 . 7 4 92.09 24.2 SW 175TH AVE SANITARY SEWER & WATER PLAN & PROFILE SCALE 1 INCH = 20 FEET 20 10 200 Construction Documents N: \ p r o j \ 3 9 5 - 0 2 9 \ 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 \ 3 9 5 0 2 9 . ( 2 4 ) S S - 1 7 5 T H . d w g - S H E E T : 24 . 2 Oc t . 1 7 , 1 6 - 1: 4 6 P M Bo b 10/17/2016 ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design Polygon at West River Terrace 1ST SUBMITTAL DATE REVISIONS DATE DESCRIPTION KEY MAP EXPIRES: JUNE 30, 2018 JEAN LOUISE RD 17 4 T H L O O P 17 2 N D A V E 17 1 S T A V E RO Y R O G E R S R D 17 5 T H A V E SA B R I N A A V E UMBER SPRINGS 10/17/2016 SW 175TH AVE - PROFILE HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 5' SW 175TH AVE - PLAN SCALE: 1" = 20' 17 5 T H A V E SE E S H E E T 2 4 . 1 174TH LP SEE SHEET 26 1 INSTALL SANITARY MANHOLE PER DWG NO. 010, SEE SHEET DTL3. INSTALL 4" PVC D-3034 SANITARY SEWER LATERAL @ S=0.0200 MIN. PER CWS DWG NO. 520, SEE SHEET DTL5, AND LATERAL TABLE, THIS SHEET. SANITARY NOTES: 2 SANITARY LATERAL TABLE LOT#STATION LENGTH SLOPE I.E. 87 0+10.00 SSLN-H 24.00 0.0200 240.51 88 0+40.52 SSLN-H 24.00 0.0200 240.39 89 SSMH #G3 24.00 0.0200 240.01 90 1+41.52 SSLN-H 24.00 0.0200 241.09 91 1+94.52 SSLN-H 24.00 0.0390 242.53 92 2+46.32 SSLN-H 24.00 0.1069 245.12 93 2+96.02 SSLN-H 24.00 0.1719 247.60 94 3+45.02 SSLN-H 24.00 0.2362 250.05 95 SSMH #H2 24.00 0.2875 252.69 100 SSMH #H2 38.00 0.1026 252.65 101 3+42.02 SSLN-H 38.00 0.0200 245.08 102 2+93.02 SSLN-H 38.00 0.0200 244.18 103 2+43.32 SSLN-H 38.00 0.0200 243.26 104 1+91.52 SSLN-H 38.00 0.0200 242.30 105 1+46.22 SSLN-H 38.00 0.0200 241.46 WATER NOTES: INSTALL 1" WATER SERVICE PER DETAIL 520, SEE SHEET DTL7. INSTALL FIRE HYDRANT ASSEMBLY PER DETAIL 542, SEE SHEET DTL7. STA: 18+70.41, 16.50' RT. (175TH) INSTALL 8" MJ GATE VALVE STA: 17+54.01, 9.00' RT. (175TH) INSTALL 8" MJ TEE STA: 17+54.01, 9.00' RT. (175TH) CAP AND RESTRAIN PER DETAIL 560, SEE SHEET DTL7. STA: 18+72.41, 9.00' RT. (175TH) 4 5 1 12 3 GENERAL NOTES: 1.ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE NOTED. 0+13.0 26.1 0+42.0 25.9 0.0282 240.6 23.0 25.0 0.0393 241.5 24.8 0.0613 243.0 25.6 0.1418 246.0 25.7 25.2 0.2202 249.7 40.7 0.0958 248.0 41.6 0.0718 246.2 42.1 0.0593 244.9 1+93.5 42.2 0.0374 243.1 44.4 0.0188 241.5 25.4 0.2772 252.4 39.3 0.0925 252.0 S D S S S S S D SD SS S D S S SW J E A N L O U I S E R O A D 6.00' PUE SW 174TH LOOP 10 + 0 0 SD SDSDSDSDSDSD S S S S S S SS SS SS SS SS SS SS SS 6.00' PUE 2 (TYP) 1 (TYP) 114 112113 2 + 0 0 3 + 0 0 1+33 0+001+00 1 SSMH K1 SSMH I1 1 SSLN-K SS L N - I SS L N - I 10 6 4 SD SD SD S D S D S D W W W W WW W W W W W W 13+00 14+00 W 19 #SS06D080 #SS06D079 230 240 250 260 270 230 240 250 260 270 12+75 13+00 14+00 14+75 SS M H K 1 ST A = 1 3 + 0 3 . 4 1 , 7 . 0 0 ' L (1 7 4 T H ) 8" I E O U T = 2 4 7 . 3 2 ( N ) ST A = 1 + 3 2 . 6 0 ( S S L N - K ) RI M = 2 6 1 . 0 9 SS M H I 1 ST A = 1 4 + 3 6 . 0 1 , 7 . 0 0 ' L (1 7 4 T H ) 8" I E I N = 2 4 6 . 7 9 ( S ) 8" I E I N = 2 4 6 . 7 9 ( W ) 8" I E O U T = 2 4 6 . 5 9 ( E ) ST A = 0 + 0 0 . 0 0 ( S S L N - K ) ST A = 2 + 3 4 . 0 0 ( S S L N - I ) RI M = 2 6 0 . 8 4 132.60 LF 8" (PVC) @ S=0.0040 FINISH GRADE @ STREET CENTERLINE EXISTING GROUND @ STREET CENTERLINE 8" DI WATER 3.00' MIN COVER CLASS 'B' GRANULAR BACKFILL & BEDDING BE G I N C O N S T R U C T I O N ST A = 1 3 + 0 0 . 0 0 ( 1 7 4 T H ) EL E V = 2 6 1 . 6 2 #S S 0 6 D 0 8 0 13 + 0 7 . 6 5 1+ 2 8 . 3 6 24 6 . 8 9 0.0028 128.36 #S S 0 6 D 0 7 9 24 6 . 5 3 24 6 . 4 9 24 6 . 2 4 25.1 SW 174TH LP SANITARY SEWER & WATER PLAN & PROFILE SCALE 1 INCH = 20 FEET 20 10 200 Construction Documents N: \ p r o j \ 3 9 5 - 0 2 9 \ 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 \ 3 9 5 0 2 9 . ( 2 5 ) S S - 1 7 4 T H . d w g - S H E E T : 25 . 1 Oc t . 1 7 , 1 6 - 1: 4 7 P M Bo b 10/17/2016 ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design Polygon at West River Terrace 1ST SUBMITTAL DATE REVISIONS DATE DESCRIPTION KEY MAP EXPIRES: JUNE 30, 2018 JEAN LOUISE RD 17 4 T H L O O P 17 2 N D A V E 17 1 S T A V E RO Y R O G E R S R D 17 5 T H A V E SA B R I N A A V E UMBER SPRINGS 10/17/2016 SW 174TH LP - PROFILE HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 5' SW 174TH LP - PLAN SCALE: 1" = 20' JEAN LOUISE RD SEE SHEET 23.1 JEAN LOUISE RD SEE SHEET 23.1 1 INSTALL SANITARY MANHOLE PER DWG NO. 010, SEE SHEET DTL3. INSTALL 4" PVC D-3034 SANITARY SEWER LATERAL @ S=0.0200 MIN. PER CWS DWG NO. 520, SEE SHEET DTL5, AND LATERAL TABLE, THIS SHEET. SANITARY NOTES: 2 SANITARY LATERAL TABLE LOT#STATION LENGTH SLOPE I.E. 112 0+58.04 SSLN-K 24.00 0.3101 254.63 113 1+12.50 SSLN-K 24.00 0.3243 255.19 WATER NOTES: INSTALL 1" WATER SERVICE PER DETAIL 520, SEE SHEET DTL7. INSTALL 8" MJ GATE VALVE STA: 14+72.01, 9.00' RT. (174TH) INSTALL 8" MJ CROSS STA: 14+18.01, 9.00' RT. (174TH) INSTALL TEMPORARY BLOW OFF VALVE PER DETAIL 570, SEE SHEET DTL7. STA: 13+03.81, 9.00' RT. (174TH) INSTALL 1" COMBINATION AIR AND VACUUM VALVE PER DETAIL 1, SEE SHEET DTL9. COORDINATE WITH CITY INSPECTOR. STA: 13+06.66, 17.00' LT. (174TH) 4 1 6 10 17 4 T H L P SE E S H E E T 2 5 . 2 GENERAL NOTES: 1.ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE NOTED. 19 26.2 0.2205 252.6 1+14.5 25.2 0.2498 253.3 S D S S S D S S S D S S S D S S S D S S S D S S S D SD SS S D S D S D SD SD SD SD SD SD S S S S S S S S S S S S S S S S S S S S SW 174TH LOOP SW 1 7 4 T H L O O P 0+00 6.00' PUE SD SD SD SD SD SD SD 6.00' PUE SS SS SS SS SS SS SS SS SS SSLN-G 110 109 108 107 106111 77 78 0+00 1+00 2+00 3+002 + 3 4 2 + 0 0 SSMH G1 SSMH F1 SSMH G2 2 (TYP) 1 1A 1 SS L N - F SS L N - G S D S D S D 3 1 (TYP) 2 (TYP) S S W W W W 15+00 16+00 17+00 4 W W W W W W W W W W WW 7 1B1A #SS06D072 #SS06D070#SS06D071 22 220 230 240 250 260 270 220 230 240 250 260 270 14+75 15+00 16+00 17+00 18+00 18+25 SS M H G 1 ST A = 1 4 + 8 0 . 5 1 , 7 . 0 0 ' L (1 7 4 T H ) 4" I E I N = 2 5 3 . 3 3 ( W ) 8" I E O U T = 2 5 3 . 0 0 ( N ) ST A = 0 + 0 0 . 0 0 ( S S L N - G ) RI M = 2 5 9 . 9 2 SS M H F 1 ST A = 1 6 + 6 0 . 5 1 , 7 . 0 0 ' L (1 7 4 T H ) 8" I E I N = 2 4 5 . 0 0 ( S ) 8" I E I N = 2 3 7 . 6 4 ( N ) 8" I E O U T = 2 3 7 . 4 4 ( E ) ST A = 1 + 8 0 . 0 0 ( S S L N - G ) ST A = 2 + 3 4 . 0 0 ( S S L N - F ) RI M = 2 5 4 . 3 1 180.00 L F 8 " ( P V C ) @ S=0.04 4 4 139.50 LF 8" (PVC) @ S=0.0040 SS M H G 2 ST A = 0 + 3 7 . 5 6 , 1 7 . 0 4 ' R (1 7 4 T H - 2 ) 8" I E I N = 2 3 8 . 4 0 ( W ) 8" I E O U T = 2 3 8 . 2 0 ( S ) ST A = 3 + 1 9 . 5 0 ( S S L N - G ) RI M = 2 4 7 . 5 9 FINISH GRADE @ STREET CENTERLINE EXISTING GROUND @ STREET CENTERLINE 8" DI WA T E R 3.00' MIN COVER CLASS 'B' GRANULAR BACKFILL & BEDDING 10" SD 0.76' CLR #S S 0 6 D 0 7 1 25 2 . 9 4 25 2 . 3 6 0.0424 #S S 0 6 D 0 7 0 24 4 . 7 2 23 7 . 0 9 23 6 . 9 2 0.0044 #S S 0 6 D 0 7 2 23 8 . 0 1 23 7 . 7 1 25.2 SW 174TH LP SANITARY SEWER & WATER PLAN & PROFILE SCALE 1 INCH = 20 FEET 20 10 200 Construction Documents N: \ p r o j \ 3 9 5 - 0 2 9 \ 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 \ 3 9 5 0 2 9 . ( 2 5 ) S S - 1 7 4 T H . d w g - S H E E T : 25 . 2 Oc t . 1 7 , 1 6 - 1: 4 7 P M Bo b 10/17/2016 ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design Polygon at West River Terrace 1ST SUBMITTAL DATE REVISIONS DATE DESCRIPTION KEY MAP EXPIRES: JUNE 30, 2018 JEAN LOUISE RD 17 4 T H L O O P 17 2 N D A V E 17 1 S T A V E RO Y R O G E R S R D 17 5 T H A V E SA B R I N A A V E UMBER SPRINGS 10/17/2016 SW 174TH LP - PROFILE HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 5' SW 174TH LP - PLAN SCALE: 1" = 20' 174TH LP SEE SHEET 26 17 4 T H L P SE E S H E E T 2 5 . 1 1 INSTALL SANITARY MANHOLE PER DWG NO. 010, SEE SHEET DTL3. INSTALL SANITARY MANHOLE W/ INSIDE DROP PER CWS DWG NO. 010, SHEET DTL3 AND DWG NO. 090, SHEET DTL6. INSTALL 4" PVC D-3034 SANITARY SEWER LATERAL @ S=0.0200 MIN. PER CWS DWG NO. 520, SEE SHEET DTL5, AND LATERAL TABLE, THIS SHEET. SANITARY NOTES: 2 SANITARY LATERAL TABLE LOT#STATION LENGTH SLOPE I.E. 106 2+67.50 SSLN-G 24.00 0.2209 243.46 107 2+18.26 SSLN-G 24.00 0.3500 246.36 108 1+70.00 SSLN-G 24.00 0.1516 249.25 109 1+20.00 SSLN-G 24.00 0.1740 252.01 110 0+70.00 SSLN-G 24.00 0.1489 253.63 111 SSMH #G1 24.00 0.0200 253.81 WATER NOTES: INSTALL 1" WATER SERVICES PER DETAIL 520, SEE SHEET DTL7. INSTALL 1" WATER SERVICES TO SERVE PRIVATE STREET TREE IRRIGATION PER DETAIL 520, SEE SHEET DTL7. INSTALL 1" WATER SERVICES TO SERVE PUBLIC POND IRRIGATION PER DETAIL 520, SEE SHEET DTL7. INSTALL WATER METER BANK, 3-1" WATER SERVICES WITH 3/4" WATER METERS PER DETAIL 520, SEE SHEET DTL7. INSTALL FIRE HYDRANT ASSEMBLY PER DETAIL 542, SEE SHEET DTL7 STA: 17+08.17, 17.00' RT. (174TH) INSTALL 8" MJ GATE VALVE STA: 17+43.66, 9.00' RT. (174TH) INSTALL 8" - 45° MJ BEND STA: 00+19.65, 15.81' RT. (174TH) STA: 00+23.15, 14.64' RT. (174TH) 2 3 1 SSLN-F SEE SHEET 33 GENERAL NOTES: 1.ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE NOTED. 7 1A 4 1A 1B 2+64.0 27.0 0.1510 241.7 25.7 0.2802 244.6 1+68.0 26.6 0.0962 248.0 26.8 0.1018 250.2 26.3 27.4 0.0205 253.5 IRRIGATION METERS INSTALLED ON SABRINA, SEE SHEET 27.2 SD SD SD S D S D S S S D S S S D S S S D S S SD SS SS SS S S SD SD SD SD SD SD SD SD SD SD SD SD SD SS SS SS SS SS SS SS SS SS SS SW 1 7 4 T H L O O P SW 1 7 5 T H A V E N U E SW 174TH LOOP 6.00' PUE 18 + 0 0 0+ 0 0 1+002+00 S D S D S D SS SS SD SD 6.00' PUE SS SS SS S S S S S S SSLN-G 2 (TYP) 5+53 3 + 0 0 4+005+00 1 + 0 0 SSMH G2 SSMH G3 SS L N - H SS L N - H 1 1 SS L N - G 85 84 8386 89 88 90 106105 SD SD 1 (TYP) 77 45 W W W W W W W W W W W W W SW 1 7 5 T H C O U R T W W #SS06D073 #SS06D072 220 230 240 250 220 230 240 250 0+001+002+002+68 SS M H G 2 ST A = 0 + 3 7 . 5 6 , 1 7 . 0 4 ' R (1 7 4 T H - 2 ) 8" I E I N = 2 3 8 . 4 0 ( W ) 8" I E O U T = 2 3 8 . 2 0 ( S ) ST A = 3 + 1 9 . 5 0 ( S S L N - G ) RI M = 2 4 7 . 5 9 233.00 LF 8" (PVC) @ S=0.0040 8" DI WATER FINISH GRADE @ STREET CENTERLINE EXISTING GROUND @ STREET CENTERLINE 3.00' MIN COVER CLASS 'B' GRANULAR BACKFILL & BEDDING SS M H G 3 ST A = 2 + 6 2 . 2 6 , 7 . 0 0 ' R (1 7 4 T H - 2 ) 8" I E I N = 2 3 9 . 5 3 ( N ) 8" I E I N = 2 3 9 . 5 3 ( S ) 4" I E I N = 2 3 9 . 5 3 ( W ) 8" I E O U T = 2 3 9 . 3 3 ( E ) ST A = 5 + 5 2 . 5 0 ( S S L N - G ) ST A = 1 8 + 0 0 . 0 1 ( S S L N - H ) RI M = 2 4 5 . 5 7 10" SD 0.76' CLR #S S 0 6 D 0 7 3 10 . 6 0 ' 0+ 9 2 . 0 9 5+ 5 6 . 1 0 24 5 . 1 9 #S S 0 6 D 0 7 2 23 8 . 0 1 23 7 . 7 1 0.0056 236.60 26 SW 174TH LP SANITARY SEWER & WATER PLAN & PROFILE SCALE 1 INCH = 20 FEET 20 10 200 Construction Documents N: \ p r o j \ 3 9 5 - 0 2 9 \ 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 \ 3 9 5 0 2 9 . ( 2 6 ) S S - 1 7 4 T H ( 2 ) . d w g - S H E E T : 26 Oc t . 1 7 , 1 6 - 1: 5 0 P M Bo b 10/17/2016 ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design Polygon at West River Terrace 1ST SUBMITTAL DATE REVISIONS DATE DESCRIPTION KEY MAP EXPIRES: JUNE 30, 2018 JEAN LOUISE RD 17 4 T H L O O P 17 2 N D A V E 17 1 S T A V E RO Y R O G E R S R D 17 5 T H A V E SA B R I N A A V E UMBER SPRINGS 10/17/2016 SW 174TH LP - PROFILE HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 5' SW 174TH LP - PLAN SCALE: 1" = 20' 175TH AVE SEE SHEET 24.2 175TH AVE SEE SHEET 24.2 1 INSTALL SANITARY MANHOLE PER DWG NO. 010, SEE SHEET DTL3. INSTALL 4" PVC D-3034 SANITARY SEWER LATERAL @ S=0.0200 MIN. PER CWS DWG NO. 520, SEE SHEET DTL5, AND LATERAL TABLE, THIS SHEET. SANITARY NOTES: 2 SANITARY LATERAL TABLE LOT#STATION LENGTH SLOPE I.E. 83 3+27.67 SSLN-G 34.00 0.1124 242.42 84 4+02.00 SSLN-G 24.00 0.0864 240.97 85 4+52.00 SSLN-G 24.00 0.0448 240.17 86 4+92.56 SSLN-G 24.00 0.0105 239.51 WATER NOTES: INSTALL 2-1" WATER SERVICES PER DETAIL 520, SEE SHEET DTL7. INSTALL 8" MJ GATE VALVE STA: 2+16.26, 9.00' LT. (174TH) INSTALL 8" MJ TEE STA: 2+46.26, 9.00' RT. (174TH) INSTALL 8" - 45° MJ BEND STA:0+23.15, 14.64' RT. (174TH) STA:0+19.65, 15.81' RT. (174TH) 2 4 5 7 174TH LP SEE SHEET 25.2 GENERAL NOTES: 1.ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE NOTED. 35.4 0.0606 240.4 4+00.0 27.0 0.0605 240.3 25.3 0.0216 239.5 26.8 0.0186 239.6 SD SS SS S S S D SD SS SS S D S S SW J E A N L O U I S E R O A D SW SABRINA AVENUE 13+00 14+00 15+00 7+ 0 0 8+ 0 0 SD SD SD SD SD SD SD SD SD SD S S S S SS SS SS SS SS S S S S S S SS SS SS SS SS SSLN-L 1 6.00' PUE 6.00' PUE 6.00' PUE 6.00' PUE 14+00 1 5 + 0 0 0 + 0 0 1+29 0+00 1+00 SSMH L1 SSMH A11 1A SS L N - I SS L N - A SSLN-A 118 119 73 64 S D S D S D 10 18 13 S D S D SD S D W W W W W W W W W W W W W W 20+00 21+00 19 #SS06D078 #SS06D077 230 240 250 260 270 230 240 250 260 270 12+75 13+00 14+00 15+00 15+50 SS M H L 1 ST A = 1 3 + 0 6 . 6 3 , 7 . 0 0 ' L (S A B R I N A ) 8" I E O U T = 2 5 6 . 1 8 ( N ) ST A = 1 + 2 9 . 3 8 ( S S L N - L ) RI M = 2 6 6 . 0 2 129.38 L F 8 " ( P V C ) @ S=0.04 6 9 SS M H A 1 1 ST A = 1 4 + 3 6 . 0 1 , 7 . 0 0 ' L (S A B R I N A ) 8" I E I N = 2 4 5 . 6 5 ( W ) 12 " I E I N = 2 4 5 . 5 0 ( E ) 8" I E I N = 2 5 0 . 1 1 ( S ) 12 " I E O U T = 2 4 5 . 3 0 ( N ) ST A = 1 4 + 7 8 . 8 7 ( S S L N - A ) ST A = 0 + 0 0 . 0 0 ( S S L N - I ) ST A = 0 + 0 0 . 0 0 ( S S L N - L ) RI M = 2 6 2 . 1 3 148.41 LF 12" (PVC) @ S=0.0030 8" DI WATER FINISH GRADE @ STREET CENTERLINE EXISTING GROUND @ STREET CENTERLINE 3.00' MIN COVER CLASS 'B' GRANULAR BACKFILL & BEDDING S = 2.2% S = 0.9% BU T T E R F L Y V A L V E 0. 8 ° V E R T . D E F L . IE = 2 5 7 . 7 3 20 + 4 3 . 2 2 ( W T L N ) 14 + 7 2 . 0 2 , 1 1 . 0 0 R ( S A B R I N A ) 18 I N X 1 8 I N X 1 8 I N X 1 8 I N C R O S S 0. 0 ° V E R T . D E F L . IE = 2 5 7 . 4 0 19 + 8 9 . 2 1 ( W T L N ) 14 + 1 8 . 0 1 , 1 1 . 0 0 ' R ( S A B R I N A ) 18" DI WATER BE G I N CO N S T R U C T I O N ST A = 1 3 + 0 0 . 0 0 (S A B R I N A ) EL E V = 2 6 6 . 7 6 #S S 0 6 D 0 7 7 24 5 . 2 7 24 5 . 1 7 24 9 . 6 6 24 5 . 0 7 #S S 0 6 D 0 7 8 13 + 0 6 . 7 6 , 1+ 2 9 . 3 3 26 5 . 8 5 25 5 . 7 8 0.0473 0.0066 129.33 11 . 5 3 ' L 27.1 SW SABRINA AVE SANITARY SEWER & WATER PLAN & PROFILE SCALE 1 INCH = 20 FEET 20 10 200 Construction Documents N: \ p r o j \ 3 9 5 - 0 2 9 \ 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 \ 3 9 5 0 2 9 . ( 2 7 ) S S - S A B R I N A . d w g - S H E E T : 27 . 1 Oc t . 1 7 , 1 6 - 1: 5 1 P M Bo b 10/17/2016 ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design Polygon at West River Terrace 1ST SUBMITTAL DATE REVISIONS DATE DESCRIPTION KEY MAP EXPIRES: JUNE 30, 2018 JEAN LOUISE RD 17 4 T H L O O P 17 2 N D A V E 17 1 S T A V E RO Y R O G E R S R D 17 5 T H A V E SA B R I N A A V E UMBER SPRINGS 10/17/2016 SW SABRINA AVE - PROFILE HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 5' SW SABRINA AVE - PLAN SCALE: 1" = 20' JEAN LOUISE RD SEE SHEET 23.1 JEAN LOUISE RD SEE SHEET 23.2 1 INSTALL SANITARY MANHOLE PER DWG NO. 010, SEE SHEET DTL3. INSTALL SANITARY MANHOLE W/ INSIDE DROP PER CWS DWG NO. 010, SHEET DTL3 AND DWG NO. 090, SHEET DTL6. SANITARY NOTES: WATER NOTES: INSTALL TEMPORARY BLOW OFF VALVE PER DETAIL 570, SEE SHEET DTL7. STA: 13+06.50, 11.00' RT. (SABRINA) INSTALL 18" MJ BUTTERFLY VALVE STA: 14+72.02, 11.00' RT. (SABRINA) INSTALL 18" MJ CROSS W/ 2, 18" X 8" REDUCERS (SOUTH, WEST) STA: 14+18.01, 11.00' RT. (SABRINA) INSTALL 1" COMBINATION AIR AND VACUUM VALVE PER DETAIL 1, SEE SHEET DTL9. COORDINATE WITH CITY INSPECTOR. STA: 13+12.05, 17.00' RT. (SABRINA) 10 SA B R I N A A V E SE E S H E E T 2 7 . 2 GENERAL NOTES: 1.ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE NOTED. 1A 13 18 19 SD SS SD SS SD SS SD SS SD SS SD SS SD SS SD SS S D S D S D SW SABRINA AVENUE 16+00 17+00 18+00 19+00 S D S D S D S D S D S D S D S D SD SD SD SD SD SS SS SS SS SS SS SS SS SS SS 2 (TYP) 2 (TYP) SS SS SS SS SS SS SS SS SS6.00' PUE 6.00' PUE 10+ 0 0 11+0012+00 13+00 0 + 0 0 0 + 0 0 SSMH A10 SSMH A9 SSMH A8 SSLN-A SS L N - B SS L N - F 1 1 1 2 (TYP) 82 S D S D S D S D S D S D S D 1 1014 S D S D S D 1 (TYP) SD S D SS SD S D SD W W W W W W 22+00 23+00 24+00 25+00 W W W W W W 15 CL STA: 19+28.66 (SABRINA) END CONSTRUCTION ROAD AND UTILITY IMPROVEMENTS NORTH OF THIS POINT UNDER SEPARATE PERMIT 65 6766 71706968 72 #SS06D076 #SS06D069 #SS06D059 1A 1B 220 230 240 250 260 270 220 230 240 250 260 270 15+50 16+00 17+00 18+00 19+00 19+50 SS M H A 1 0 ST A = 1 5 + 8 4 . 4 2 , 7 . 0 0 ' L (S A B R I N A ) 12 " I E I N = 2 4 4 . 8 6 ( S ) 4" I E I N = 2 4 5 . 3 6 ( E ) 12 " I E O U T = 2 4 4 . 6 9 ( N ) ST A = 1 3 + 3 0 . 4 7 ( S S L N - A ) RI M = 2 5 8 . 6 5 SS M H A 9 ST A = 1 6 + 6 0 . 5 1 , 7 . 0 0 ' L (S A B R I N A ) 12 " I E I N = 2 3 6 . 3 7 ( S ) 8" I E I N = 2 3 6 . 5 1 ( W ) 12 " I E O U T = 2 3 6 . 1 7 ( N ) ST A = 1 2 + 5 4 . 3 7 ( S S L N - A ) ST A = 0 + 0 0 . 0 0 ( S S L N - F ) RI M = 2 5 3 . 4 4 76. 0 9 L F 1 2 " ( P V C ) @ S = 0 . 1 0 9 3 186.00 LF 12" (PVC) @ S=0.0032 148.41 LF 12" (PVC) @ S=0.0030 89.46 LF 12" (PVC) @ S=0.0032 FINISH GRADE @ STREET CENTERLINE EXISTING GROUND @ STREET CENTERLINE 18" D I W A T E R 3.00' MIN COVER CLASS 'B' GRANULAR BACKFILL & BEDDING S = 3.2% S = 5.0% S = 2.0%S = 0.1%S = 0.8% S = 102.2% S = 5.7 % S = 5.3% 22 . 5 0 ° B E N D 1. 1 ° V E R T . D E F L . IE = 2 3 2 . 7 0 24 + 4 7 . 4 3 ( W T L N ) 18 + 7 5 . 1 3 , 3 . 0 4 ' L ( S A B R I N A ) 11 . 2 5 ° B E N D 0. 5 ° V E R T . D E F L . IE = 2 3 2 . 6 9 23 + 9 5 . 9 6 ( W T L N ) 18 + 2 4 . 7 6 , 1 1 . 0 0 ' R ( S A B R I N A ) 1. 3 ° V E R T . D E F L . IE = 2 3 3 . 9 1 24 + 8 2 . 0 0 ( W T L N ) 19 + 0 9 . 5 0 , 3 . 7 4 ' L ( S A B R I N A ) 1. 7 ° V E R T . D E F L . IE = 2 3 3 . 0 2 24 + 6 4 . 0 0 ( W T L N ) 18 + 9 1 . 5 1 , 3 . 1 0 ' L ( S A B R I N A ) 1. 5 ° V E R T . D E F L . IE = 2 3 8 . 7 6 23 + 5 3 . 0 0 ( W T L N ) 17 + 8 1 . 8 3 ` , 1 1 . 0 0 ' R ( S A B R I N A ) 1. 7 ° V E R T . D E F L . IE = 2 5 2 . 0 0 21 + 9 3 . 0 0 ( W T L N ) 16 + 1 9 . 8 3 , 1 1 . 0 0 ' L ( S A B R I N A ) 1. 8 ° V E R T . D E F L . IE = 2 5 4 . 8 5 21 + 3 7 . 0 0 ( W T L N ) 15 + 6 5 . 8 3 , 1 1 . 0 0 ' L ( S A B R I N A ) 18" WT 0.93' CLR S = 8 . 3 %45 . 0 0 ° B E N D 0. 8 ° V E R T . D E F L . IE = 2 3 3 . 0 4 23 + 5 7 . 1 7 ( W T L N ) 7+ 2 6 . 5 1 , 3 5 6 . 9 6 ' R ( J E A N L O U I S E ) 45 . 0 0 ° B E N D 2. 0 ° V E R T . D E F L . IE = 2 3 8 . 8 0 23 + 5 0 . 7 9 ( W T L N ) 7+ 2 6 . 5 0 , 3 5 0 . 5 8 ' R ( J E A N L O U I S E ) EN D C O N S T R U C T I O N ST A = 1 9 + 2 8 . 6 6 (S A B R I N A ) EL E V = 2 4 0 . 2 0 SS M H A 8 ST A = 1 8 + 4 5 . 9 1 , 7 . 8 2 ' L (S A B R I N A ) 12 " I E I N = 2 3 5 . 5 8 ( S ) 8" I E I N = 2 3 5 . 7 2 ( E ) 12 " I E O U T = 2 3 5 . 3 8 ( N ) ST A = 1 3 + 3 4 . 6 0 ( S S L N - A ) RI M = 2 4 1 . 0 9 4" SS 0.55' CLR 4" SS 0.35' CLR 4" SS 0.28' CLR #S S 0 6 D 0 7 6 #S S 0 6 D 0 6 9 #S S 0 6 D 0 5 9 0.0066 24 4 . 0 9 24 3 . 9 9 0.1 0 8 0 23 5 . 7 7 23 5 . 6 8 23 5 . 5 2 183.72 18 + 4 3 . 7 4 , 10 + 7 0 . 2 7 94.04 7. 1 4 ' L 0.0031 0.0022 23 4 . 9 5 23 4 . 9 7 23 4 . 9 3 27.2 SW SABRINA AVE SANITARY SEWER & WATER PLAN & PROFILE SCALE 1 INCH = 20 FEET 20 10 200 Construction Documents N: \ p r o j \ 3 9 5 - 0 2 9 \ 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 \ 3 9 5 0 2 9 . ( 2 7 ) S S - S A B R I N A . d w g - S H E E T : 27 . 2 Oc t . 1 7 , 1 6 - 1: 5 2 P M Bo b 10/17/2016 ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design Polygon at West River Terrace 1ST SUBMITTAL DATE REVISIONS DATE DESCRIPTION KEY MAP EXPIRES: JUNE 30, 2018 JEAN LOUISE RD 17 4 T H L O O P 17 2 N D A V E 17 1 S T A V E RO Y R O G E R S R D 17 5 T H A V E SA B R I N A A V E UMBER SPRINGS 10/17/2016 SW SABRINA AVE - PROFILE HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 5' SW SABRINA AVE - PLAN SCALE: 1" = 20' SA B R I N A A V E SE E S H E E T 2 7 . 1 1 INSTALL SANITARY MANHOLE PER DWG NO. 010, SEE SHEET DTL3. INSTALL 4" PVC D-3034 SANITARY SEWER LATERAL @ S=0.0200 MIN. PER CWS DWG NO. 520, SEE SHEET DTL5, AND LATERAL TABLE, THIS SHEET. SANITARY NOTES: 2 SANITARY LATERAL TABLE LOT#STATION LENGTH SLOPE I.E. 65 SSMH #A10 42.00 0.1993 253.73 66 12+93.50 SSLN-A 42.00 0.2547 251.68 67 12+59.86 SSLN-A 42.00 0.2982 249.83 68 12+23.37 SSLN-A 42.00 0.2649 247.53 69 11+93.31 SSLN-A 42.00 0.2200 245.55 70 11+55.37 SSLN-A 42.00 0.1750 243.54 71 11+23.81 SSLN-A 42.00 0.1348 241.75 72 11+01.99 SSLN-A 42.00 0.1079 240.55 WATER NOTES: INSTALL 1" WATER SERVICES PER DETAIL 520, SEE SHEET DTL7. INSTALL 1" WATER SERVICES TO SERVE PRIVATE STREET TREE IRRIGATION PER DETAIL 520, SEE SHEET DTL7. INSTALL 1" WATER SERVICES TO SERVE PUBLIC POND IRRIGATION PER DETAIL 520, SEE SHEET DTL7. INSTALL WATER METER BANK, 2-1" WATER SERVICES PER DETAIL 520, SEE SHEET DTL7. INSTALL 8" - 45° MJ BEND STA: 18+08.31, 11.00' RT. (SABRINA) STA: 18+12.31, 7.00' RT. (SABRINA) INSTALL BLOW OFF VALVE PER DETAIL 570, SEE SHEET DTL7. STA: 19+27.49, 4.38' RT. (SABRINA) INSTALL 18" - 11.25° MJ BEND STA: 18+24.76, 11.00' RT (SABRINA) INSTALL 18" - 22.5° MJ BEND STA: 18+75.13, 3.04' LT (SABRINA) 7 10 1 2 SSLN-F SEE SHEET 33 SSLN-B SEE SHEET 32 GENERAL NOTES: 1.ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE NOTED. 14 15 12+92.0 43.7 0.2033 249.1 44.8 0.0469 247.5 12+61.5 42.3 0.1047 241.3 47.5 0.1005 240.5 42.7 0.0809 239.1 11+49.9 44.7 0.0248 236.6 42.5 0.0161 236.1 11+00.0 43.8 0.0257 236.5 1A 1B SD SS SS S D S S SD SS SS S S S D SW 172ND AVENUE SW J E A N L O U I S E R O A D 13+00 14+00 15+00 5+ 0 0 SD SD SD SD SD SD SD SD SD SD SD S S S S S S S S S S S S SS SS SS SS SSSSLN-M 10 1 7 + 0 0 1+32 0+001+00 SSMH M1 SSMH A12 6.00' PUE 6.00' PUE 1 1A SS L N - A SS L N - A 60 124 123 47 S D S D 3 17 4 W W W W W W W W W W W W W 19 #SS06D085 #SS06D084 230 240 250 260 270 230 240 250 260 270 12+75 13+00 14+00 15+00 SS M H M 1 ST A = 1 3 + 0 6 . 0 3 , 7 . 0 0 ' L (1 7 2 N D ) 8" I E O U T = 2 6 0 . 0 0 ( N ) ST A = 1 + 2 9 . 9 8 ( S S L N - M ) RI M = 2 6 7 . 4 1 129.98 L F 8 " ( P V C ) @ S=0.0 5 3 9 SS M H A 1 2 ST A = 1 4 + 3 6 . 0 1 , 7 . 0 0 ' L (1 7 2 N D ) 12 " I E I N = 2 4 6 . 4 0 ( E ) 8" I E I N = 2 5 3 . 0 0 ( S ) 12 " I E O U T = 2 4 6 . 2 0 ( W ) ST A = 0 + 0 0 . 0 0 ( S S L N - M ) ST A = 1 7 + 1 2 . 8 7 ( S S L N - A ) RI M = 2 6 5 . 6 0 FINISH GRADE @ STREET CENTERLINE EXISTING GROUND @ STREET CENTERLINE 8" DI WATER 3.00' MIN COVER CLASS 'B' GRANULAR BACKFILL & BEDDING BE G I N CO N S T R U C T I O N ST A = 1 3 + 0 0 . 0 0 (1 7 2 N D ) EL E V = 2 6 8 . 5 0 #S S 0 6 D 0 8 5 14 + 3 7 . 7 4 , 9 . 4 4 ' L 1+ 3 1 . 7 3 #S S 0 6 D 0 8 4 0.0522 131.73 17 + 1 0 . 0 6 26 5 . 7 1 24 6 . 2 1 25 2 . 6 4 24 5 . 9 8 25 9 . 6 1 28.1 SW 172ND AVE SANITARY SEWER & WATER PLAN & PROFILE SCALE 1 INCH = 20 FEET 20 10 200 Construction Documents N: \ p r o j \ 3 9 5 - 0 2 9 \ 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 \ 3 9 5 0 2 9 . ( 2 8 ) S S - 1 7 2 N D . d w g - S H E E T : 28 . 1 Oc t . 1 7 , 1 6 - 1: 5 3 P M Bo b 10/17/2016 ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design Polygon at West River Terrace 1ST SUBMITTAL DATE REVISIONS DATE DESCRIPTION KEY MAP EXPIRES: JUNE 30, 2018 JEAN LOUISE RD 17 4 T H L O O P 17 2 N D A V E 17 1 S T A V E RO Y R O G E R S R D 17 5 T H A V E SA B R I N A A V E UMBER SPRINGS 10/17/2016 SW 172ND AVE - PROFILE HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 5' SW 172ND AVE - PLAN SCALE: 1" = 20' JEAN LOUISE RD SEE SHEET 23.2 JEAN LOUISE RD SEE SHEET 23.3 1 INSTALL SANITARY MANHOLE PER DWG NO. 010, SEE SHEET DTL3. INSTALL SANITARY MANHOLE W/ INSIDE DROP PER CWS DWG NO. 010, SHEET DTL3 AND DWG NO. 090, SHEET DTL6. SANITARY NOTES: WATER NOTES: INSTALL FIRE HYDRANT ASSEMBLY PER DETAIL 542, SEE SHEET DTL7 STA: 13+81.93, 17.00' RT. (172ND) INSTALL 8" MJ GATE VALVE STA: 14+72.01, 9.00' RT. (172ND) INSTALL TEMPORARY BLOW OFF VALVE PER DETAIL 570, SEE SHEET DTL7. STA: 13+07.74, 9.00' RT. (172ND) INSTALL 18" X 8" MJ CROSS STA: 14+18.01, 11.00' RT. (172ND) INSTALL 1" COMBINATION AIR AND VACUUM VALVE PER DETAIL 1, SEE SHEET DTL9. COORDINATE WITH CITY INSPECTOR. STA: 13+24.86, 17.00' LT. (172ND) 4 10 17 2 N D A V E SE E S H E E T 2 8 . 2 GENERAL NOTES: 1.ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE NOTED. 17 1A 3 19 SS S D SD S S S D S S S D S S S D S S S D S D S D S S SD SS SD SS SD SS SD SW U M B E R S P R I N G S L A N E SW 172ND AVENUE 15+00 16+00 17+00 S D S D S D S D S D S D S D S D S D SS SS SS SS SS SS SS SS SS SS SS SS SS SS S D S D 3 + 0 0 1+92 0+001+00 SSMH C1 SSMH B3 6.00' PUE 6.00' PUE SSLN-C SS L N - B SS L N - B 1 1A 2 (TYP) 2 (TYP) 53 4948 525150 2+ 0 0 2+75 1 (TYP) S D S D S D S S SS W W W W W W W W W W W W 7 SD W W 3 545657585955 #SS06D062 #SS06D063 225 230 240 250 260 270 225 230 240 250 260 270 15+00 16+00 17+00 18+00 SS M H C 1 ST A = 1 5 + 8 3 . 5 1 , 7 . 0 0 ' L (1 7 2 N D ) 4" I E I N = 2 5 5 . 3 3 ( W ) 4" I E I N = 2 5 5 . 3 3 ( E ) 8" I E O U T = 2 5 5 . 0 0 ( N ) ST A = 1 + 9 1 . 7 6 ( S S L N - C ) RI M = 2 6 2 . 9 0 191.76 L F 8 " ( P V C ) @ S=0.0 5 2 1 SS M H B 3 ST A = 2 + 4 5 . 2 1 , 2 3 . 9 7 ' R (U M B E R S P R I N G S ) 8" I E I N = 2 4 3 . 0 0 ( E ) 8" I E I N = 2 4 5 . 0 0 ( S ) 8" I E O U T = 2 4 2 . 8 0 ( W ) ST A = 0 + 0 0 . 0 0 ( S S L N - C ) ST A = 2 + 9 7 . 7 3 ( S S L N - B ) RI M = 2 5 3 . 7 6 FINISH GRADE @ STREET CENTERLINE EXISTING GROUND @ STREET CENTERLINE 8" DI W A T E R 3.00' MIN COVER CLASS 'B' GRANULAR BACKFILL & BEDDING 4" SS 0.60' CLR 4" SS 0.55' CLR 4" SS 0.62' CLR 4" SS 0.72' CLR 4" SS 0.76' CLR#S S 0 6 D 0 6 3 25 4 . 8 7 25 4 . 9 7 25 4 . 5 0 0.0524 #S S 0 6 D 0 6 2 25 3 . 9 8 24 4 . 4 6 24 2 . 6 5 24 2 . 4 4 28.2 SW 172ND AVE SANITARY SEWER & WATER PLAN & PROFILE SCALE 1 INCH = 20 FEET 20 10 200 Construction Documents N: \ p r o j \ 3 9 5 - 0 2 9 \ 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 \ 3 9 5 0 2 9 . ( 2 8 ) S S - 1 7 2 N D . d w g - S H E E T : 28 . 2 Oc t . 1 7 , 1 6 - 1: 5 3 P M Bo b 10/17/2016 ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design Polygon at West River Terrace 1ST SUBMITTAL DATE REVISIONS DATE DESCRIPTION KEY MAP EXPIRES: JUNE 30, 2018 JEAN LOUISE RD 17 4 T H L O O P 17 2 N D A V E 17 1 S T A V E RO Y R O G E R S R D 17 5 T H A V E SA B R I N A A V E UMBER SPRINGS 10/17/2016 SW 172ND AVE - PROFILE HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 5' SW 172ND AVE - PLAN SCALE: 1" = 20' UMBER SPRINGS LN SEE SHEET 30 17 2 N D A V E SE E S H E E T 2 8 . 1 1 INSTALL SANITARY MANHOLE PER DWG NO. 010, SEE SHEET DTL3. INSTALL SANITARY MANHOLE W/ INSIDE DROP PER CWS DWG NO. 010, SHEET DTL3 AND DWG NO. 090, SHEET DTL6. INSTALL 4" PVC D-3034 SANITARY SEWER LATERAL @ S=0.0200 MIN. PER CWS DWG NO. 520, SEE SHEET DTL5, AND LATERAL TABLE, THIS SHEET. SANITARY NOTES: 2 SANITARY LATERAL TABLE LOT#STATION LENGTH SLOPE I.E. 48 SSMH #C1 38.00 0.0345 256.64 49 1+57.76 SSLN-C 38.00 0.0200 254.12 50 1+25.76 SSLN-C 38.00 0.0200 252.48 51 0+80.50 SSLN-C 38.00 0.0200 250.12 52 0+60.76 SSLN-C 38.00 0.0200 249.10 54 0+15.76 SSLN-C 33.91 0.0578 247.95 55 0+63.76 SSLN-C 24.00 0.0524 249.75 56 0+98.84 SSLN-C 24.00 0.0487 251.49 57 1+28.76 SSLN-C 24.00 0.0462 252.99 58 1+60.76 SSLN-C 24.00 0.0433 254.59 59 SSMH #C1 24.00 0.0271 255.98 WATER NOTES: INSTALL 1" WATER SERVICE PER DETAIL 520, SEE SHEET DTL7. INSTALL FIRE HYDRANT ASSEMBLY PER DETAIL 542, SEE SHEET DTL7 STA: 17+32.37, 17.00' RT. (172ND) INSTALL 8" - 45° MJ BEND STA: 2+41.47, 0.95' RT. (UMBER SPRINGS) STA: 2+46.31, 0.95' RT. (UMBER SPRINGS) 1 ALLEY SEE SHEET 32 GENERAL NOTES: 1.ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE NOTED. 1A 3 7 39.9 0.0433 256.7 1+56.5 40.7 0.2414 255.3 41.2 0.2003 253.6 0+81.0 40.7 0.1428 250.9 0+13.5 35.5 0.0332 245.9 25.8 0.1673 249.3 25.4 0.2329 251.1 1+27.5 25.9 0.2656 252.2 1+59.5 26.0 0.3180 253.8 27.8 0.0692 256.8 SD SD SS SS S S S D SS SS SD SS SS S S S D S S 6.00' PUE SW 171ST AVENUE SW J E A N L O U I S E R O A D SD SD SD 13+00 14+00 15+00 3+ 0 0 SD SD SD SD SD SD SD S S S S S S S S S S S S SS SS SS SS SS 1 10 1 9 + 0 0 2 0 + 0 0 1+30 0+001+00 6.00' PUE 6.00' PUE 6.00' PUE SSMH A13 SSMH N1 SSLN-N SS L N - A SS L N - A 1A 130 129 128 27 43 28 S D S D 17 4 SD W W W W W W W W W W 3 19 W W W #SS06D087 #SS06D086 235 240 250 260 270 235 240 250 260 270 12+75 13+00 14+00 15+00 SS M H N 1 ST A = 1 3 + 0 6 . 3 8 , 7 . 0 0 ' L (1 7 1 S T ) 8" I E O U T = 2 5 7 . 0 0 ( N ) ST A = 1 + 2 9 . 6 4 ( S S L N - N ) RI M = 2 6 6 . 0 0 SS M H A 1 3 ST A = 1 4 + 3 6 . 0 1 , 7 . 0 0 ' L (1 7 1 S T ) 12 " I E I N = 2 4 7 . 2 8 ( E ) 8" I E I N = 2 5 4 . 0 0 ( S ) 12 " I E O U T = 2 4 7 . 0 8 ( W ) ST A = 0 + 0 0 . 0 0 ( S S L N - N ) RI M = 2 6 5 . 3 4 129.64 LF 8" (PVC) @ S=0.0231 FINISH GRADE @ STREET CENTERLINEEXISTING GROUND @ STREET CENTERLINE 8" DI WATER 3.00' MIN COVER CLASS 'B' GRANULAR BACKFILL & BEDDING BE G I N C O N S T R U C T I O N ST A = 1 3 + 0 0 . 0 0 ( 1 7 1 S T ) EL E V = 2 6 6 . 3 7 26 5 . 5 0 25 2 . 9 8 #S S 0 6 D 0 8 6 #S S 0 6 D 0 8 7 25 6 . 0 4 0.0236 29.1 SW 171ST AVE SANITARY SEWER & WATER PLAN & PROFILE SCALE 1 INCH = 20 FEET 20 10 200 Construction Documents N: \ p r o j \ 3 9 5 - 0 2 9 \ 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 \ 3 9 5 0 2 9 . ( 2 9 ) S S - 1 7 1 S T . d w g - S H E E T : 29 . 1 Oc t . 1 7 , 1 6 - 1: 5 4 P M Bo b 10/17/2016 ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design Polygon at West River Terrace 1ST SUBMITTAL DATE REVISIONS DATE DESCRIPTION KEY MAP EXPIRES: JUNE 30, 2018 JEAN LOUISE RD 17 4 T H L O O P 17 2 N D A V E 17 1 S T A V E RO Y R O G E R S R D 17 5 T H A V E SA B R I N A A V E UMBER SPRINGS 10/17/2016 SW 171ST AVE - PROFILE HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 5' SW 171ST AVE - PLAN SCALE: 1" = 20' JEAN LOUISE RD SEE SHEET 23.3 JEAN LOUISE RD SEE SHEET 23.3 1 INSTALL SANITARY MANHOLE PER DWG NO. 010, SEE SHEET DTL3. INSTALL SANITARY MANHOLE W/ INSIDE DROP PER CWS DWG NO. 010, SHEET DTL3 AND DWG NO. 090, SHEET DTL6. SANITARY NOTES: WATER NOTES: INSTALL FIRE HYDRANT ASSEMBLY PER DETAIL 542, SEE SHEET DTL6 STA: 14+77.01, 17.00' RT. (171ST) INSTALL 8" MJ GATE VALVE STA: 13+35.86, 9.00' RT. (171ST) STA: 14+80.37, 9.00' RT. (171ST) INSTALL TEMPORARY BLOW OFF VALVE PER DETAIL 570, SEE SHEET DTL7. STA: 13+10.70, 9.00' RT. (171ST) INSTALL 18" X 8" MJ CROSS STA: 14+18.01, 11.00' RT. (171ST) INSTALL 1" COMBINATION AIR AND VACUUM VALVE PER DETAIL 1, SEE SHEET DTL9. COORDINATE WITH CITY INSPECTOR. STA: 13+24.07, 17.00' LT. (171ST) 4 10 17 1 S T A V E SE E S H E E T 2 9 . 2 GENERAL NOTES: 1.ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE NOTED. 1A 17 3 19 S D S S SD SD S D S S S D S S S D S S S D SW U M B E R S P R I N G S L A N E SW 171ST AVENUE S W R O C K Y R A M B L E L A N E 15+00 16+00 17+00 6.00' PUE S D S D S D S D S D S D S D S D S D S D S D S D S S S S S S SS SS SS SS SS SS SS SS SS SS SS 2 (TYP) 5 (TYP) 1+89 0+001+00 5 + 0 0 6 + 0 0 6.00' PUE SSMH B4 SSMH D1 SSLN-D SS L N - B S S L N - B 1 1A 6.00' PUE 6.00' PUE 1 2 42 41 40 39 38 43 28 S D S D S D SD AL L E Y A 411 AL L E Y B 2 1 1 (TYP) 4 0+00 S S W W W W W W W W W W W W W W W W W W W 3634TRACT G33323130 372935 TRACT H S D #SS06D064 #SS06D065 230 240 250 260 270 230 240 250 260 270 15+00 16+00 17+00 18+00 SS M H D 1 ST A = 1 5 + 8 6 . 5 1 , 7 . 0 0 ' L (1 7 1 S T ) 4" I E I N = 2 5 2 . 3 3 ( W ) 8" I E O U T = 2 5 2 . 0 0 ( N ) ST A = 1 + 8 8 . 7 6 ( S S L N - D ) RI M = 2 6 2 . 7 7 188.76 LF 8" (PV C ) @ S=0.0265 8" DI WA T E R FINISH GRADE @ STREET CENTERLINE EXISTING GROUND @ STREET CENTERLINE SS M H B 4 ST A = 1 7 + 7 5 . 2 7 , 7 . 0 0 ' L (1 7 1 S T ) 8" I E I N = 2 4 5 . 0 0 ( E ) 8" I E I N = 2 4 7 . 0 0 ( S ) 8" I E O U T = 2 4 4 . 8 0 ( W ) ST A = 0 + 0 0 . 0 0 ( S S L N - D ) ST A = 5 + 2 7 . 2 3 ( S S L N - B ) RI M = 2 5 5 . 4 2 3.00' MIN COVER CLASS 'B' GRANULAR BACKFILL & BEDDING 25 1 . 9 5 25 1 . 6 4 #S S 0 6 D 0 6 5 0.0256 25 5 . 6 1 24 6 . 8 1 #S S 0 6 D 0 6 4 29.2 SW 171ST AVE SANITARY SEWER & WATER PLAN & PROFILE SCALE 1 INCH = 20 FEET 20 10 200 Construction Documents N: \ p r o j \ 3 9 5 - 0 2 9 \ 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 \ 3 9 5 0 2 9 . ( 2 9 ) S S - 1 7 1 S T . d w g - S H E E T : 29 . 2 Oc t . 1 7 , 1 6 - 1: 5 5 P M Bo b 10/17/2016 ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design Polygon at West River Terrace 1ST SUBMITTAL DATE REVISIONS DATE DESCRIPTION KEY MAP EXPIRES: JUNE 30, 2018 JEAN LOUISE RD 17 4 T H L O O P 17 2 N D A V E 17 1 S T A V E RO Y R O G E R S R D 17 5 T H A V E SA B R I N A A V E UMBER SPRINGS 10/17/2016 SW 171ST AVE - PROFILE HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 5' SW 171ST AVE - PLAN SCALE: 1" = 20' UMBER SPRINGS LN SEE SHEET 30 ROCKY RAMBLE LN SEE SHEET 31.1 17 1 S T A V E SE E S H E E T 2 9 . 1 1 INSTALL SANITARY MANHOLE PER DWG NO. 010, SEE SHEET DTL3. INSTALL SANITARY MANHOLE W/ INSIDE DROP PER CWS DWG NO. 010, SHEET DTL3 AND DWG NO. 090, SHEET DTL6. INSTALL 4" PVC D-3034 SANITARY SEWER LATERAL @ S=0.0200 MIN. PER CWS DWG NO. 520, SEE SHEET DTL5, AND LATERAL TABLE, THIS SHEET. SANITARY NOTES: 2 SANITARY LATERAL TABLE LOT#STATION LENGTH SLOPE I.E. 38 0+54.50 SSLN-D 24.00 0.1029 251.08 39 0+80.50 SSLN-D 24.00 0.1221 252.23 40 1+20.76 SSLN-D 24.00 0.1489 253.94 41 1+54.76 SSLN-D1 24.00 0.1718 255.39 42 SSMH #D1 24.00 0.1821 256.70 WATER NOTES: INSTALL 1" WATER SERVICE PER DETAIL 520, SEE SHEET DTL7. INSTALL 8" MJ GATE VALVE STA: 17+32.27, 9.00' RT. (171ST) STA: 17+62.27, 17.91' RT. (171ST) INSTALL 8" MJ TEE STA: 17+62.27, 9.00' RT. (171ST) INSTALL 8" FKG TEE, (3) 8" FL X MJ GATE VALVES STA: 15+37.51, 9.00' RT. (171ST) 4 5 1 11 ALLEY A SEE SHEET 31.1 GENERAL NOTES: 1.ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE NOTED. 1A 26.9 0.1433 252.9 27.3 0.1385 253.8 26.5 0.1906 256.0 26.0 0.1810 256.7 SD SS S D S S SS SD SD SD SS S D SW UMBER SPRINGS LANE SW 1 7 1 S T A V E N U E SW 1 7 2 N D A V E N U E SW ROC K Y R A M B L E L A N E S D S D S D S D S D S D S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S SS SS SS SS SS SS 2+ 7 5 0+ 0 0 1+002+00SDSD SD SSLN-B3+00 4+00 5+00 6+00 0 + 0 0 0 + 0 0 SSMH B3 SSMH B4 SSLN-B SSLN-B SS L N - D SS L N - C 1A 6.00' PUE 6.00' PUE 1 2 3852 53 SD SD SD SD SD SD SD 7 5 7 SD SD SD 1 W W W W 4 S D W W W W W W W W W W 4 #SS06D062 #SS06D064 225 230 240 250 260 225 230 240 250 260 0+001+002+002+75 SS M H B 3 ST A = 2 + 4 5 . 2 1 , 2 3 . 9 7 ' R (U M B E R S P R I N G S ) 8" I E I N = 2 4 3 . 0 0 ( E ) 8" I E I N = 2 4 5 . 0 0 ( S ) 8" I E O U T = 2 4 2 . 8 0 ( W ) ST A = 3 + 1 4 . 7 4 ( S S L N - B ) RI M = 2 5 3 . 7 6 SS M H B 4 ST A = 0 + 3 6 . 3 1 , 1 4 . 6 0 ' R (U M B E R S P R I N G S ) 8" I E I N = 2 4 5 . 0 0 ( E ) 8" I E I N = 2 4 7 . 0 0 ( S ) 8" I E O U T = 2 4 4 . 8 0 ( W ) ST A = 5 + 1 8 . 5 2 ( S S L N - B ) RI M = 2 5 5 . 4 2 230.00 LF 8" (PVC) @ S=0.0078 8" DI WATER FINISH GRADE @ STREET CENTERLINE EXISTING GROUND @ STREET CENTERLINE 3.00' MIN COVER CLASS 'B' GRANULAR BACKFILL & BEDDING #S S 0 6 D 0 6 2 #S S 0 6 D 0 6 4 25 3 . 9 8 24 2 . 6 5 24 4 . 4 6 24 2 . 4 4 25 5 . 6 1 24 6 . 8 1 0.0093 30 SW UMBER SPRINGS LN SANITARY SEWER & WATER PLAN & PROFILE SCALE 1 INCH = 20 FEET 20 10 200 Construction Documents N: \ p r o j \ 3 9 5 - 0 2 9 \ 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 \ 3 9 5 0 2 9 . ( 3 0 ) S S - U M B E R S P R I N G S . d w g - S H E E T : 30 Oc t . 1 7 , 1 6 - 1: 5 7 P M Bo b 10/17/2016 ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design Polygon at West River Terrace 1ST SUBMITTAL DATE REVISIONS DATE DESCRIPTION KEY MAP EXPIRES: JUNE 30, 2018 JEAN LOUISE RD 17 4 T H L O O P 17 2 N D A V E 17 1 S T A V E RO Y R O G E R S R D 17 5 T H A V E SA B R I N A A V E UMBER SPRINGS 10/17/2016 SW UMBER SPRINGS LN - PROFILE HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 5' SW UMBER SPRINGS LN - PLAN SCALE: 1" = 20' 172ND AVE SEE SHEET 28.2 AL L E Y C 1 SE E S H E E T 3 2 1 INSTALL SANITARY MANHOLE PER DWG NO. 010, SEE SHEET DTL3. INSTALL SANITARY MANHOLE W/ INSIDE DROP PER CWS DWG NO. 010, SHEET DTL3 AND DWG NO. 090, SHEET DTL6. SANITARY NOTES: WATER NOTES: INSTALL 8" MJ GATE VALVE STA: 0+18.92, 25.33' RT. (UMBER SPRINGS) INSTALL 8" MJ TEE STA: 0+21.79, 17.60' RT. (UMBER SPRINGS) STA: 2+13.26, 9.00' LT. (UMBER SPRINGS) INSTALL 8" - 45° MJ BEND STA:2+41.96, 1.01' RT. (UMBER SPRINGS) STA:2+46.33, 1.01' RT. (UMBER SPRINGS) 4 5 7 171ST AVE SEE SHEET 29.2 RO C K Y R A M B L E L N SE E S H E E T 2 9 . 2 GENERAL NOTES: 1.ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE NOTED. 1A S S SD S D S D S D S D SW ROCKY RAMBLE LA N E 0+00 S D S D S D S D S D S D S D S D S D S S S S S S S S S S S S S S S S SS SS SS 0+00 1+00 2+00 2+23 0+ 0 0 4 5 6 7 8 1 9 2 3 TRACT B 5+00 6+00 7+00 7+34 0+ 0 0 SSLN-B (TYP) SSMH B6SSMH B5 SSMH B4 1A 1 1 9 3 2 9 SD S D (TYP) 1 SD SD SD S D 2 (TYP) W W W W W W W W SS L N - E 0+ 0 0 SS L N - D W W TRACT H TRACT D TRACT C #SS06D068 #SS06D066 #SS06D064 225 230 240 250 260 225 230 240 250 260 0+00 1+00 2+00 2+35 SS M H B 4 ST A = 0 + 0 8 . 6 3 , 2 4 . 5 9 ' L (R O C K Y R A M B L E ) 8" I E I N = 2 4 5 . 0 0 ( E ) 8" I E I N = 2 4 7 . 0 0 ( S ) 8" I E O U T = 2 4 4 . 8 0 ( W ) ST A = 5 + 2 7 . 2 3 ( S S L N - B ) ST A = 0 + 0 0 . 0 0 ( S S L N - D ) RI M = 2 5 5 . 4 2 116.69 LF 8" (PVC) @ S=0.0086 SS M H B 5 ST A = 1 + 2 0 . 6 1 , 5 . 0 5 ' L (R O C K Y R A M B L E ) 8" I E I N = 2 4 6 . 2 0 ( E ) 8" I E I N = 2 4 6 . 2 0 ( S ) 4" I E I N = 2 4 6 . 3 3 ( N ) 8" I E O U T = 2 4 6 . 0 0 ( W ) ST A = 6 + 4 3 . 9 2 ( S S L N - B ) ST A = 0 + 0 0 . 0 0 ( S S L N - E ) RI M = 2 5 4 . 5 2 90.14 LF 8" (PVC) @ S=0.0089 SS M H B 6 ST A = 2 + 1 1 . 2 8 , 5 . 8 9 ' L (R O C K Y R A M B L E ) 4" I E I N = 2 4 7 . 2 0 ( N E ) 8" I E O U T = 2 4 7 . 0 0 ( W ) ST A = 7 + 3 4 . 0 6 ( S S L N - B ) RI M = 2 5 4 . 9 7 FINISH GRADE @ STREET CENTERLINE EXISTING GROUND @ STREET CENTERLINE 8" DI WATER 3.00' MIN COVER CLASS 'B' GRANULAR BACKFILL & BEDDING 25 5 . 6 1 24 6 . 8 1 #S S 0 6 D 0 6 4 #S S 0 6 D 0 6 6 #S S 0 6 D 0 6 8 24 6 . 1 3 0.0075 24 6 . 8 8 24 6 . 9 8 TRACT F SW 1 7 1 S T A V E N U E 15 + 0 0 S D S D 3+ 4 4 0+00 1+00 2+00 2+13 242526 202721282223 ALLEY A 3 2 5 4 W W W W W W W W W W W W 29 TRACT W S D 255 260 270 255 260 270 0+00 1+00 2+00 2+25 FINISH GRADE @ STREET CENTERLINE EXISTING GROUND @ STREET CENTERLINE 8" DI WATER CLASS 'B' GRANULAR BACKFILL & BEDDING 3.00' MIN COVER 31.1 ROCKY RAMBLE LN SANITARY SEWER & WATER PLAN & PROFILE SCALE 1 INCH = 20 FEET 20 10 200 Construction Documents N: \ p r o j \ 3 9 5 - 0 2 9 \ 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 \ 3 9 5 0 2 9 . ( 3 1 ) S S - R O C K Y R A M B L E . d w g - S H E E T : 31 . 1 Oc t . 1 7 , 1 6 - 1: 5 8 P M Bo b 10/17/2016 ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design Polygon at West River Terrace 1ST SUBMITTAL DATE REVISIONS DATE DESCRIPTION KEY MAP EXPIRES: JUNE 30, 2018 JEAN LOUISE RD 17 4 T H L O O P 17 2 N D A V E 17 1 S T A V E RO Y R O G E R S R D 17 5 T H A V E SA B R I N A A V E UMBER SPRINGS 10/17/2016 SW ROCKY RAMBLE LN - PROFILE HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 5' SILENT FOX TER SEE SHEET 31.2 SW ROCKY RAMBLE LN - PLAN SCALE: 1" = 20' 1 INSTALL SANITARY MANHOLE PER DWG NO. 010, SEE SHEET DTL3. INSTALL SANITARY MANHOLE W/ INSIDE DROP PER CWS DWG NO. 010, SHEET DTL3 AND DWG NO. 090, SHEET DTL6. INSTALL 4" PVC D-3034 SANITARY SEWER LATERAL @ S=0.0200 MIN. PER CWS DWG NO. 520, SEE SHEET DTL5, AND LATERAL TABLE, THIS SHEET. SANITARY NOTES: 2 SANITARY LATERAL TABLE LOT#STATION LENGTH SLOPE I.E. 1 5+86.88 SSLN-B 5.15 0.2097 246.76 2 6+04.75 SSLN-B 7.63 0.2577 247.80 3 6+20.68 SSLN-B 9.85 0.1881 247.82 4 SSMH #B5 12.95 0.1429 248.18 5 6+77.06 SSLN-B 10.93 0.1427 248.22 6 6+92.06 SSLN-B 11.20 0.1345 248.30 7 7+08.06 SSLN-B 11.87 0.1250 248.38 8 7+23.06 SSLN-B 11.87 0.1163 248.45 9 SSMH #B6 17.50 0.0857 248.70 WATER NOTES: INSTALL 1" WATER SERVICE PER DETAIL 520, SEE SHEET DTL7. INSTALL WATER METER BANK, 5-1" WATER SERVICES PER DETAIL 520, SEE SHEET DTL7. INSTALL FIRE HYDRANT ASSEMBLY PER DETAIL 542, SEE SHEET DTL7 STA: 2+17.23, 12.50' LT. (ROCKY RAMBLE) STA:2+07.04, 5.00' LT. (ALLEY A) INSTALL 8" MJ GATE VALVE STB:0+10.50, 5.00' LT. (ALLEY A) INSTALL 8" MJ TEE STA:0+09.00, 5.00' RT. (ALLEY A) INSTALL 8" - 11.5° MJ BEND STA:0+39.42, 4.93' LT. (ROCKY RAMBLE) STA:1+08.03, 9.77' LT. (ROCKY RAMBLE) 3 4 5 1 9 SILENT FOX TER SEE SHEET 31.2 ALLEY A - PROFILE HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 5' ALLEY A - PLAN SCALE: 1" = 20' 171ST AVE SEE SHEET 29 171ST AVE SEE SHEET 29 2 GENERAL NOTES: 1.ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE NOTED. 1A 6.7 0.1536 247.7 10.2 0.1452 247.3 12.1 0.1339 247.6 14.4 0.1174 247.8 13.0 0.0956 247.9 13.3 0.1375 248.6 7+05.8 13.4 0.0832 248.0 14.0 0.1594 249.2 19.8 0.0919 248.8 SS SD SD S D S D S D SS SS SSSSSSSSSSSS S W R O C K Y R A M B L E L A N E SW SILENT FOX TERRACE S D S D S D S D S D S D S D S S S S S S S S S S S S S S SS SS SS SS SS SS SS SS 1 + 0 0 2 + 0 0 2 + 2 3 2+003+003+44 1+ 0 0 2+ 0 0 2+ 1 3 4 5 6 1 2 3 SSLN-E 2 (TYP) 6 + 0 0 7 + 0 0 7 + 3 4 0+001+001+98 S S L N - B SSMH E1 SSMH B5 1 1 S D S D S D S D S D S D S D 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 WW 3634TRACT G333231 TRACT H 30 372935 TRACT E 14 13TRACT W 1218 1117 1016 TRACT D 1519 S D #SS06D067 #SS06D066 230 240 250 260 230 240 250 260 0+501+002+003+003+50 PVI STA: 3+40.24 PVI ELEV: 264.34 K: 5.00 LVC: 7.75 BV C S : 3 + 3 6 . 3 6 BV C E : 2 6 4 . 1 9 EV C S : 3 + 4 4 . 1 1 EV C E : 2 6 4 . 4 4 PVI STA: 1+04.04 PVI ELEV: 254.78 K: 5.00 LVC: 7.75 BV C S : 1 + 0 0 . 1 6 BV C E : 2 5 4 . 6 8 EV C S : 1 + 0 7 . 9 2 EV C E : 2 5 4 . 9 3 198.31 LF 8" ( P V C ) @ S=0.0292 SS M H E 1 ST A = 2 + 9 4 . 4 6 , 5 . 0 0 ' R (S I L E N T F O X ) 4" I E I N = 2 5 2 . 3 3 ( E ) 4" I E I N = 2 5 2 . 3 3 ( S W ) 8" I E O U T = 2 5 2 . 0 0 ( N ) ST A = 1 + 9 8 . 3 1 ( S S L N - E ) RI M = 2 6 2 . 3 6 SS M H B 5 ST A = 0 + 9 6 . 1 4 , 5 . 0 0 ' R (S I L E N T F O X ) 8" I E I N = 2 4 6 . 2 0 ( E ) 8" I E I N = 2 4 6 . 2 0 ( S ) 4" I E I N = 2 4 6 . 3 3 ( N ) 8" I E O U T = 2 4 6 . 0 0 ( W ) ST A = 0 + 0 0 . 0 0 ( S S L N - E ) ST A = 6 + 4 3 . 9 2 ( S S L N - B ) RI M = 2 5 4 . 5 2 FINISH GRADE @ STREET CENTERLINE EXISTING GROUND @ STREET CENTERLINE CLASS 'B' GRANULAR BACKFILL & BEDDING #S S 0 6 D 0 6 7 #S S 0 6 D 0 6 6 24 6 . 1 3 31.2 SILENT FOX TER SANITARY SEWER & WATER PLAN & PROFILE SCALE 1 INCH = 20 FEET 20 10 200 Construction Documents N: \ p r o j \ 3 9 5 - 0 2 9 \ 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 \ 3 9 5 0 2 9 . ( 3 1 . 2 ) S S - S I L E N T F O X . d w g - S H E E T : 31 . 2 Oc t . 1 7 , 1 6 - 1: 5 9 P M Bo b 10/17/2016 ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design Polygon at West River Terrace 1ST SUBMITTAL DATE REVISIONS DATE DESCRIPTION KEY MAP EXPIRES: JUNE 30, 2018 JEAN LOUISE RD 17 4 T H L O O P 17 2 N D A V E 17 1 S T A V E RO Y R O G E R S R D 17 5 T H A V E SA B R I N A A V E UMBER SPRINGS 10/17/2016 SW SILENT FOX TER - PROFILE HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 5' SW SILENT FOX TER - PLAN SCALE: 1" = 20' ROCKY RAMBLE LN SEE SHEET 31 ROCKY RAMBLE LN SEE SHEET 31 1 INSTALL SANITARY MANHOLE PER DWG NO. 010, SEE SHEET DTL3. INSTALL 4" PVC D-3034 SANITARY SEWER LATERAL @ S=0.0200 MIN. PER CWS DWG NO. 520, SEE SHEET DTL5, AND LATERAL TABLE, THIS SHEET. SANITARY NOTES: 2 SANITARY LATERAL TABLE LOT#STATION LENGTH SLOPE I.E. 10 0+25.05 SSLN-E 24.95 0.0990 249.57 11 0+40.97 SSLN-E 24.00 0.0990 249.94 12 0+56.78 SSLN-E 24.00 0.1059 250.57 13 0+71.63 SSLN-E 24.00 0.1128 251.17 14 0+86.96 SSLN-E 24.00 0.1200 251.79 15 1+28.57 SSLN-E 24.00 0.1397 253.48 16 1+49.50 SSLN-E 24.00 0.1492 254.32 17 1+64.83 SSLN-E 24.00 0.1564 254.94 18 1+80.16 SSLN-E 24.00 0.1635 255.56 19 SSMH #E1 24.00 0.1654 256.30 29 SSMH #E1 15.00 0.2638 256.29 30 1+90.49 SSLN-E 13.00 0.2779 255.55 31 1+75.16 SSLN-E 13.00 0.2646 254.93 32 1+59.83 SSLN-E 13.00 0.2514 254.31 33 1+43.90 SSLN-E 13.00 0.2373 253.66 34 1+05.36 SSLN-E 13.00 0.2040 252.10 35 0+89.96 SSLN-E 13.00 0.2679 252.48 36 0+74.63 SSLN-E 13.00 0.1777 250.86 37 0+58.78 SSLN-E 13.00 0.1634 250.21 GENERAL NOTES: 1.ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE NOTED. 220 230 240 250 260 220 230 240 250 260 -0+25 0+00 1+00 2+00 3+00 3+25 SS M H A 8 ST A = 1 8 + 4 5 . 9 1 , 7 . 8 2 ' L (S A B R I N A ) 12 " I E I N = 2 3 5 . 5 8 ( S ) 8" I E I N = 2 3 5 . 7 2 ( E ) 12 " I E O U T = 2 3 5 . 3 8 ( N ) ST A = 0 + 0 0 . 0 0 ( S S L N - B ) ST A = 1 0 + 6 8 . 3 7 ( S S L N - A ) RI M = 2 4 1 . 0 9 131.00 LF 8" (PVC) @ S=0.0040 SS M H B 1 ST A = 1 8 + 6 6 . 3 4 , 1 2 2 . 3 4 ' R (S A B R I N A ) 8" I E I N = 2 3 6 . 4 5 ( S ) 8" I E O U T = 2 3 6 . 2 5 ( W ) ST A = 1 + 3 1 . 0 0 ( S S L N - B ) RI M = 2 4 5 . 4 9 62.90 L F 8 " ( P V C ) @ S=0.0 8 5 1 SS M H B 2 ST A = 0 + 0 5 . 0 0 , 7 . 6 0 ' L (A L L E Y C 1 ) 8" I E I N = 2 4 2 . 0 0 ( E ) 8" I E O U T = 2 4 1 . 8 0 ( N ) ST A = 1 + 9 3 . 9 0 ( S S L N - B ) RI M = 2 5 3 . 5 0 103.34 LF 8" (PVC) @ S=0.0077 SS M H B 3 ST A = 1 + 0 4 . 7 5 , 1 2 . 0 7 ' L (A L L E Y C 1 ) 8" I E I N = 2 4 3 . 0 0 ( E ) 8" I E I N = 2 4 5 . 0 0 ( S ) 8" I E O U T = 2 4 2 . 8 0 ( W ) ST A = 2 + 9 7 . 2 3 ( S S L N - B ) RI M = 2 5 3 . 7 6 FINISH GRADE @ STREET CENTERLINE EXISTING GROUND @ STREET CENTERLINE CLASS 'B' GRANULAR BACKFILL & BEDDING #S S 0 6 D 0 5 9 18 + 4 3 . 7 4 , 10 + 7 0 . 2 7 7. 1 4 ' L #S S 0 6 D 0 6 2 25 3 . 9 8 24 2 . 6 5 24 4 . 4 6 24 2 . 4 4 #S S 0 6 D 0 6 0 #S S 0 6 D 0 6 1 130.51 23 4 . 9 5 23 4 . 9 7 23 4 . 9 3 0.0090 24 5 . 2 2 23 6 . 1 4 0.0712 24 1 . 1 5 24 0 . 9 3 0.0125 S D S S S D S S S D S S SD SD SS S D SD S D S D S D S D S D SD SS S S S S S S S S S S SS SS S S S S S S S S S S SS SS SS SS SS SS 2+ 7 5 TRACT A 0+00 1+ 0 0 1+ 2 8 0+ 0 0 1+ 0 0 53 18 + 0 0 SD SD SD SD S D S D S D SD SD SD SD SD SSLN-B 1 SSLN-B SS L N - A SSMH B3 SSMH B2 SSMH B1SSMH A8 1 SS S S S S S S S S S S SS SS S S S S S S S S S S SS SS SS SS SS SS 1A S D 0+00 1+00 2+00 3+00 1 1 + 0 0 S D 71 70 72 54 1 #SS06D060 #SS06D061 #SS06D062 #SS06D059 32 SSLN-B SANITARY SEWER & WATER PLAN & PROFILE SCALE 1 INCH = 20 FEET 20 10 200 Construction Documents N: \ p r o j \ 3 9 5 - 0 2 9 \ 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 \ 3 9 5 0 2 9 . ( 3 2 ) S S - S S L N B . d w g - S H E E T : 32 Oc t . 1 7 , 1 6 - 2: 0 1 P M Bo b 10/17/2016 ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design Polygon at West River Terrace 1ST SUBMITTAL DATE REVISIONS DATE DESCRIPTION KEY MAP EXPIRES: JUNE 30, 2018 JEAN LOUISE RD 17 4 T H L O O P 17 2 N D A V E 17 1 S T A V E RO Y R O G E R S R D 17 5 T H A V E SA B R I N A A V E UMBER SPRINGS 10/17/2016 SSLN-B - PROFILE HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 5' 172ND AVE SEE SHEET 28.2SSLN-B - PLAN SCALE: 1" = 20' 1 INSTALL SANITARY MANHOLE PER DWG NO. 010, SEE SHEET DTL3. INSTALL SANITARY MANHOLE W/ INSIDE DROP PER CWS DWG NO. 010, SHEET DTL3 AND DWG NO. 090, SHEET DTL6. SANITARY NOTES: UM B E R S P R I N G S L N SE E S H E E T 3 0 SABRINA AVE SEE SHEET 27.2 SABRINA AVE SEE SHEET 27.2 SANITARY LATERAL TABLE LOT#STATION LENGTH SLOPE I.E. 53 2+72.77 SSLN-B 11.80 0.4087 247.60 GENERAL NOTES: 1.ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE NOTED. 1A 2+71.7 12.8 0.3018 246.2 220 230 240 250 260 220 230 240 250 260 -0+250+001+002+002+75 SS M H A 9 ST A = 7 + 4 4 . 5 0 , 2 3 1 . 5 0 ' R (J E A N L O U I S E ) 12 " I E I N = 2 3 6 . 3 7 ( S ) 8" I E I N = 2 3 6 . 5 1 ( W ) 12 " I E O U T = 2 3 6 . 1 7 ( N ) ST A = 0 + 0 0 . 0 0 ( S S L N - F ) RI M = 2 5 3 . 4 4 234.00 LF 8" (PVC ) @ S=0.0040 SS M H F 1 ST A = 9 + 7 8 . 5 0 , 2 3 1 . 5 0 ' R (J E A N L O U I S E ) 8" I E I N = 2 4 5 . 0 0 ( S ) 8" I E I N = 2 3 7 . 6 4 ( N ) 8" I E O U T = 2 3 7 . 4 4 ( E ) ST A = 2 + 3 4 . 0 0 ( S S L N - F ) ST A = 1 + 8 0 . 0 0 ( S S L N - G ) RI M = 2 5 4 . 3 1 CLASS 'B' GRANULAR BACKFILL & BEDDING #S S 0 6 D 0 6 9 23 5 . 7 7 23 5 . 6 8 23 5 . 5 2 0.0053 #S S 0 6 D 0 7 0 24 4 . 7 2 23 7 . 0 9 23 6 . 9 2 SD SS SD SS SD SS S D S S S D S S S D S S S D SD SS SS SD SS SD SS SS SD SD SD S S S S S S SW S A B R I N A A V E N U E SW 1 7 4 T H L O O P S D S D S D SD SD SS SS SS SS SS SS SS SS S S S S S S S S S S S S S S S S S S S S 0+001+002+002+34 78 82818079 TRACT L S D S D S D SD SD SD SD SD SD SD SD SD SD SS L N - A 1A SS L N - G SSLN-F 1 SSMH A10 SSMH F1 SSMH A9 S S S S S S SS SS SS SS SS SS SS SS S S S S S S S S S S S S S S S S S S S S 2 (TYP) 2 + 0 0 #SS06D069 #SS06D070 33 SSLN-F SANITARY SEWER & WATER PLAN & PROFILE SCALE 1 INCH = 20 FEET 20 10 200 Construction Documents N: \ p r o j \ 3 9 5 - 0 2 9 \ 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 \ 3 9 5 0 2 9 . ( 3 3 ) S S - S S L N F . d w g - S H E E T : 33 Oc t . 1 7 , 1 6 - 2: 0 2 P M Bo b 10/17/2016 ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design Polygon at West River Terrace 1ST SUBMITTAL DATE REVISIONS DATE DESCRIPTION KEY MAP EXPIRES: JUNE 30, 2018 JEAN LOUISE RD 17 4 T H L O O P 17 2 N D A V E 17 1 S T A V E RO Y R O G E R S R D 17 5 T H A V E SA B R I N A A V E UMBER SPRINGS 10/17/2016 SSLN-F - PROFILE HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 5' SSLN-F - PLAN SCALE: 1" = 20' 1 INSTALL SANITARY MANHOLE PER DWG NO. 010, SEE SHEET DTL3. INSTALL SANITARY MANHOLE W/ INSIDE DROP PER CWS DWG NO. 010, SHEET DTL3 AND DWG NO. 090, SHEET DTL6. INSTALL 4" PVC D-3034 SANITARY SEWER LATERAL @ S=0.0200 MIN. PER CWS DWG NO. 520, SEE SHEET DTL5, AND LATERAL TABLE, THIS SHEET. SANITARY NOTES: SABRINA AVE SEE SHEET 27.2 SABRINA AVE SEE SHEET 27.2 174TH LP SEE SHEET 25.2 174TH LP SEE SHEET 25.2 SANITARY LATERAL TABLE LOT#STATION LENGTH SLOPE I.E. 78 1+69.50 SSLN-F 17.50 0.6206 248.20 79 1+50.50 SSLN-F 17.50 0.6249 248.20 80 1+16.50 SSLN-F 17.50 0.6320 248.20 81 0+82.50 SSLN-F 17.50 0.6397 248.20 82 0+48.50 SSLN-F 17.50 0.6480 248.20 2 GENERAL NOTES: 1.ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE NOTED. 1A 32.4 0.4795 252.3 32.2 0.4646 251.6 32.4 0.4607 251.4 0+84.4 32.7 0.4492 251.1 0+50.4 31.7 0.4868 251.5 130 131 132 133 134 135 136 TR A C T R 129128127126 125 124 4 5 6 7 8 1 9 2 3 137 116 120118114115117 99 112 818079 123122121119 98 89 97 88 TRACT S 96 87 TRACT Q 94 TRACT P 93 TRACT O 92 TRACT N 91 113 90 TRACT T 95 TRACT M 49 4248 41 47 40 46 39 45 3852 44 51 43 50 TR A C T I 110 102 109 101 108 100 107 106105 104 111 103 TRACT A 77 TRACT L 76 75 85 74 84 73 83 TRACT K 78 82 86 24602561 T R A C T B 2662 2027632128642223TRACT F 70663 7066470665 70666 70667 70668 70669 7067070671 70672 70673 70674 70675 70676 70677 70678 70680 70681 70682 706897071470715707167071770718 708237082470825 70930 70931 70934 70935 70936 70937 70938 70939 70940 70941 70942 70943 70944 70945 70946 70947 70948 70949 70950 70951 70952 70953 70954 70955 70956 70957 70958 7095970960 70961 70962 70963 70964 70965 70966 70967 70968 70969 70970 70971 70972 70973 70974 70975 70976 70977 7097870979 70980 7098170982 70983 70984 7098570986 70987 70988 70989 70990 70991 70992 70993 7099470995 70996 70997 70998 70999 71068 71069 71070 71071 71072 71074 71078 71079 71080 71081 71082 71083 71085 71086 71088 71089 71096 71097 71098 71099 71100 71101 71102 71103 71104 71105 71106 71107 71108 71109 71110 71111 71112 71113 71114 71115 71116 71117 71118 71119 71120 71121 71122 71123 71124 71125 71126 71127 71128 71129 71130 71131 71132 71601 71608 71609 716107161371616 71618 71619 71620 71621 71622 71623 71624 71625 71626 71627 71628 71629 71630 71631 71632 71633 71634 71635 71636 71637 71638 71639 7164071641 71642 71643 71644 71645 71646 71647 7164871649 71650 71651 71652 71653 71654 71655 71656 7165771658 71659 71660 71661 71662 71663 71664 71665 71666 71667 71668 71669 71670 71671 71672 71673 71674 71675 71676 71677 71678 71679 71680 71681 71682 71683 71684 71685 71686 71687 71688 65 67 66 71 70 69 68 72 54 56 57 58 59 55 53 TR A C T J TRACT V TRACT E 14 13 12 11 17 10 16 TRACT D 15 18 19 TRACT W TR A C T C 36 34 TRACT G 33 32 31 TRACT H 30 37 29 35 1 INCH = 60 FEET 60 30 60 SCALE 0 EXISTING TREE TO BE REMOVED LEGEND EXISTING TREE TO BE RETAINED WITH TREE PROTECTION FENCING PER DTL 1, THIS SHEET DECIDUOUS CONIFEROUS WETLAND STOCK POND 13124 TREE NUMBER (REFER TO "ATTACHMENT A: EXISTING TREE INVENTORY DATA" FOR TREE DETAILS) FENCES SHALL BE IN PLACE PRIOR TO BEGINNING CONSTRUCTION! DRIP LINE CRITICAL ROOT ZONE(NOT TO SCALE) 1 TREE PROTECTION DETAIL 8' TYP TO BE PROTECTED 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. ALL TREES TO BE RETAINED SHALL BE PROTECTED BY 5' CHAIN LINK FENCING OR OTHER FENCING AS APPROVED BY THE PROJECT ARBORIST. 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.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. 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 3 FOR EXISTING CONDITIONS AND TAX MAP INFORMATION. 4.SEE SHEET 5.1 FOR THE PROPOSED GRADING PLAN AND RETAINING WALL LOCATIONS. 5.SEE SHEET 8 FOR THE COMPOSITE UTILITY PLAN. 6.SEE SHEETS L1.01 -L3.03 FOR LANDSCAPE PLAN. TREE PROTECTION AND REMOVAL PLAN 34FENCE SHALL IDEALLY BE LOCATED AT THE OUTER PERIMETER OF THE CRITICAL ROOT ZONE. SEE TREE PROTECTION PLAN THIS SHEET NOTE: NOTIFY MORGAN HOLEN & ASSOCIATES BEFORE CONDUCTING ANY WORK WITHIN THE CRITICAL ROOT ZONE OF TREES PROPOSED TO REMAIN. 5' CHAIN LINK FENCING. 2" MESH CHAIN LINK SECURED TO 1-1/2" DIA STEEL OR ALUMINUM POSTS Construction Documents N: \ p r o j \ 3 9 5 - 0 2 9 \ 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 \ 3 9 5 0 2 9 . ( 3 4 ) T R E E . d w g - S H E E T : 22 x 3 4 Oc t . 1 7 , 1 6 - 2: 0 3 P M Bo b 10/17/2016 ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design Polygon at West River Terrace 1ST SUBMITTAL DATE REVISIONS DATE DESCRIPTION EXPIRES: JUNE 30, 2018 10/17/2016 257 260 270 257 260 270 0+301+001+20 0.90%3.00% 0.90%0.90%0.60%0.90% PV I S T A = 0 + 5 5 . 9 0 ( 1 / 4 ) EL E V = 2 6 1 . 6 4 T. O . C . = 2 6 2 . 1 4 PV I S T A = 0 + 4 0 . 0 0 ( P C ) EL E V = 2 6 1 . 5 0 T. O . C . = 2 6 2 . 0 0 PV I S T A = 0 + 7 1 . 8 0 ( 1 / 2 ) EL E V = 2 6 1 . 7 9 T. O . C . = 2 6 2 . 2 9 PV I S T A = 0 + 8 7 . 7 0 ( 3 / 4 ) EL E V = 2 6 1 . 9 3 T. O . C . = 2 6 2 . 4 3 PV I S T A = 1 + 0 3 . 6 0 ( P T ) EL E V = 2 6 2 . 0 7 T. O . C . = 2 6 2 . 5 7 EXISTING GROUND @ TOP OF CURB FINISHED GROUND @ GUTTER SW JEAN LOUISE ROAD SW ROY ROGERS ROAD 260 270 260 270 0+30 1+00 1+20 EXISTING GROUND @ TOP OF CURB FINISHED GROUND @ GUTTER SW JEAN LOUISE ROAD SW ROY ROGERS ROAD PV I S T A = 1 + 0 5 . 2 6 ( P C ) EL E V = 2 6 4 . 2 7 T. O . C . = 2 6 4 . 7 7 PVI STA = 0+42.14 ELEV = 262.06 T.O.C. = 262.56 PV I S T A = 0 + 4 3 . 1 9 ( P C ) EL E V = 2 6 2 . 0 6 T. O . C . = 2 6 2 . 5 6 PVI STA = 0+87.11(GB2) ELEV = 263.88 T.O.C. = 264.38 PV I S T A = 0 + 8 9 . 7 4 ( 3 / 4 ) EL E V = 2 6 3 . 9 3 T. O . C . = 2 6 4 . 4 3 PVI STA = 0+92.12(GB3) ELEV = 263.98 T.O.C. = 264.48 PV I S T A = 0 + 5 8 . 7 1 ( 1 / 4 ) EL E V = 2 6 3 . 0 0 T. O . C . = 2 6 3 . 5 0 PVI STA = 0+64.24(GB1) ELEV = 263.11 T.O.C. = 263.61 PV I S T A = 0 + 7 4 . 2 2 ( 1 / 2 ) EL E V = 2 6 3 . 2 0 T. O . C . = 2 6 3 . 7 0 2.21%2.40% -0.60%0.40% 5.31% 2.00% 6.00% 2.00%0.90% CURB RETURN TABLE CURVE C19 C20 LENGTH 63.60' 62.06' RADIUS 40.00' 40.00' DELTA 91°05'55" 88°54'05" CHORD 57.11' 56.02' BEARING N43°47'27"E N46°12'33"W START STATION END STATION 0+78.03, 23.00' R (JEAN LOUISE)11+93.31, 37.00' L (ROY ROGERS) 0+75.61, 23.00' L (JEAN LOUISE)10+67.29, 37.00' L (ROY ROGERS) 0+00 11 + 0 0 12 + 0 0 2 6 1 . 9 3 3 / 4 261. 6 4 1/4 261.50PC 26 3 . 0 0 1/ 4 263 . 2 0 1/2 263.9 3 3/4 264.27PT SW R O Y R O G E R S R O A D ( C . R . N O . 3 1 5 0 ) SW JEAN LOUISE ROAD 2.50% 2 . 4 0 % 2. 5 0 % 0.60% 3 . 0 0 % 2. 5 0 % 2 6 1 . 7 9 1 / 2 1 + 0 0 S D S D S D S D S D SD SD SD SD S D C19 C20 0+84 -0+00 264.44PC 263. 9 9 1/4 2 6 3 . 4 1 1 / 2 2 6 2 . 7 8 3 / 4 2 6 2 . 4 6 P T C21 C22 26 2 . 4 6 PC 26 2 . 2 9 1/ 4 262 . 1 3 1/2 261.9 6 3/4 261.80PT 3 . 0 0 % 2.00% 2.00% 2 . 4 0 % 2.5% 2.5% 0+00 BP : 0 + 0 0 . 0 0 0.60% 26 2 . 0 6 PC 2 6 2 . 0 7 P T 2.50% 263.88 GB2 FL 263.00 26 3 . 1 1 GB 1 FL 261.69 FL 261.88 FL 261.92 5.00' 2. 6 0 % SW 262.66 SW 263.81 SW 263.94 FL 263.44 SW 264.06 SW 264.93 SW 263.11 SW 263.21 SW 264.03 SW 264.14 2.0 0 % 2.0 0 % 8 . 0 0 % 2 . 0 0 % 3.33% 7. 8 0 % 0 . 5 1 % 2.00% 263.98 GB3 8.00' SW 262.48 FL 261.98 SW 262.31 FL 261.81 SW 262.26 FL 261.76 SW 262.07 FL 261.57 SW 262.58 SW 262.03 SW 261.99 SW 262.43 SW 262.38 SW 261.84 SW 261.79 SW 262.23 7.82% 0.80 % 2 . 0 0 % 7.58 % 8.2 6 % 1. 0 0 % 2.00 % 6. 9 5 % 5.00' 8.00' SW 263.70 FL 263.20 260 270 260 270 0+00 0+85 -2.40% -3.96%-2.00% -3.00%-2.00%-3.96% PV I S T A = 0 + 2 0 . 0 0 ( P C ) EL E V = 2 6 4 . 4 4 T. O . C . = 2 6 4 . 9 4 PV I S T A = 0 + 6 7 . 7 0 ( 3 / 4 ) EL E V = 2 6 2 . 7 8 T. O . C . = 2 6 3 . 2 8 PV I S T A = 0 + 8 3 . 6 0 ( P T ) EL E V = 2 6 2 . 4 6 T. O . C . = 2 6 2 . 9 6 PVI STA = 0+33.40(GB1) ELEV = 264.04 T.O.C. = 264.54 PV I S T A = 0 + 3 5 . 9 0 ( 1 / 4 ) EL E V = 2 6 3 . 9 9 T. O . C . = 2 6 4 . 4 9 PVI STA = 0+38.40(GB2) ELEV = 263.94 T.O.C. = 264.44 PV I S T A = 0 + 5 1 . 8 0 ( 1 / 2 ) EL E V = 2 6 3 . 4 1 T. O . C . = 2 6 3 . 9 1 EXISTING GROUND @ TOP OF CURB FINISHED GROUND @ GUTTER SW ROY ROGERS ROAD 260 270 260 270 0+000+85 -1.06% -1.06%-1.06%-1.06% -3.00% PVI STA = 0+00.00(PC) ELEV = 262.46 T.O.C. = 262.96 PV I S T A = 0 + 1 5 . 5 2 ( 1 / 4 ) EL E V = 2 6 2 . 2 9 T. O . C . = 2 6 2 . 7 9 PV I S T A = 0 + 3 1 . 0 3 ( 1 / 2 ) EL E V = 2 6 2 . 1 3 T. O . C . = 2 6 2 . 6 3 PV I S T A = 0 + 4 6 . 5 5 ( 3 / 4 ) EL E V = 2 6 1 . 9 6 T. O . C . = 2 6 2 . 4 6 PV I S T A = 0 + 6 2 . 0 6 ( P T ) EL E V = 2 6 1 . 8 0 T. O . C . = 2 6 2 . 3 0 PV I S T A = 0 + 8 2 . 0 0 EL E V = 2 6 1 . 2 0 T. O . C . = 2 6 1 . 7 0 EXISTING GROUND @ TOP OF CURBFINISHED GROUND @ GUTTER SW ROY ROGERS ROAD 10+64.29, 39.01' R (ROY ROGERS)11+04.29, 79.78' R (ROY ROGERS) 11+50.33, 78.24' R (ROY ROGERS)11+90.32, 39.01' R (ROY ROGERS) CURB RETURN TABLE CURVE C21 C22 LENGTH 63.60' 62.06' RADIUS 40.00' 40.00' DELTA 91°06'00" 88°54'00" CHORD 57.11' 56.02' BEARING S43°47'24"W S46°12'36"E START STATION END STATION Construction Documents N: \ p r o j \ 3 9 5 - 0 2 9 \ 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 R 1 . d w g - S H E E T : CR 1 Oc t . 1 7 , 1 6 - 2: 0 8 P M Bo b 10/17/2016 ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design Polygon at West River Terrace 1ST SUBMITTAL DATE REVISIONS DATE DESCRIPTION EXPIRES: JUNE 30, 2018 10/17/2016 CURB RETURN DETAILS CR1 CURB RETURN NO. 1 - PROFILE HORIZONTAL SCALE: 1" = 10' VERTICAL SCALE: 1" = 4' CURB RETURN NO. 2 - PROFILE HORIZONTAL SCALE: 1" = 10' VERTICAL SCALE: 1" = 4' SCALE 1 INCH = 10 FEET 010 5 10 CURB RETURN NO. 42 - PROFILE HORIZONTAL SCALE: 1" = 10' VERTICAL SCALE: 1" = 4' CURB RETURN NO. 41 - PROFILE HORIZONTAL SCALE: 1" = 10' VERTICAL SCALE: 1" = 4' CURB RETURN TABLE CURVE C3 C4 C5 C6 LENGTH 39.72' 39.27' 39.27' 39.64' RADIUS 25.00' 25.00' 25.00' 25.00' DELTA 91°01'35" 90°00'00" 90°00'00" 90°51'19" CHORD 35.67' 35.36' 35.36' 35.62' BEARING S46°10'23"E N44°20'24"E N45°39'36"W S44°46'04"W START STATION END STATION 2+34.05, 23.00' R (JEAN LOUISE)14+77.00, 14.00' R (171ST) 14+71.01, 14.00' L (171ST)3+12.50, 17.00' R (JEAN LOUISE) 3+12.50, 17.00' L (JEAN LOUISE)13+87.01, 14.00' L (171ST) 13+81.02, 14.00' R (171ST)2+34.13, 23.00' L (JEAN LOUISE) S D S D S D S D S D S D S D S D S D S D S D SD SD SD SD S D S D S D S D S D S D 3+00 SW JEAN LOUISE ROAD SW 1 7 1 S T A V E N U E 0+00 2. 5 0 % 2. 5 0 % 2.50%2.50% 2. 5 0 % 2. 5 0 % 2.50%2.50% 0+81 26 4 . 1 9 PC 26 4 . 3 4 1/ 4 264 . 4 0 1/2 ( H P ) 264.3 0 3/4 264.20PT 264.26PC 264 . 5 4 1/4 2 6 4 . 9 0 1 / 2 2 6 5 . 2 6 3 / 4 26 5 . 6 2 PT 26 5 . 5 6 PC 26 5 . 1 0 1/ 4 264 . 7 1 1/2 264.3 1 3/4 264.02PT 263.99PC 264 . 1 1 1/4 2 6 4 . 2 2 1 / 2 2 6 4 . 3 4 3 / 4 ( H P ) 26 4 . 1 9 PT 14 + 0 0 1.48% 1.48% 0. 2 9 % 1.75% 1.75% 1. 0 0 % 1. 0 0 % 0. 9 5 % 264.36 GB1 C3 C4 C5 C6 FL 265.36 FL 265.16 SW 264.70 SW 264.78 SW 264.86 SW 265.39 SW 265.31 GB 265.33 7.4 0 % 4. 0 3 % SW 265.44 2.00 % 1. 5 0 % 0 . 8 4 % 5.00' SW 264.78 8.00% 4.9 3 % 7.44% 264.20PCSW 264.91 2. 6 0 % 0. 5 2 % SW 266.49 6.00' 5.00' SW 266.37 7.00% FL 265.76 264.12GB2 GB 265.17 FL 265.00 0. 6 9 % 7.80% 8.30%SW 264.48 SW 264.64 SW 264.56 2. 0 0 % 8 . 3 0 % SW 265.11 1.45 % SW 265.27 0. 5 0 % 26 5 . 2 1 GB 1 SW 265.24 SW 264.56 6.00' 5.00' SW 266.49 8.13%SW 266.37 0. 5 % SW 264.69 2. 6 0 % FL 265.76 FL 263.98 SW 264.59 FL 264.20 FL 264.12 FL 264.30 8.00 % 2.0 0 % FL 264.20 SW 264.36 SW 264.84 SW 264.74 5.13 % 2 . 0 0 % SW 264.68 FL 264.18 SW 264.30 SW 264.79 8.00% SW 264.45 8.00% SW 264.612.00 % 4.1 7 % SW 264.53 SW 264.53 5.21% SW 264.705.00' 5.00' 2. 8 4 % SW 264.68 2.00% SW 264.57 FL 264.07 FL 264.20 SW 264.81 FL 264.29 FL 264.20 FL 264.31 FL 264.26 2 . 0 0 % SW 264.36 SW 264.30 SW 264.68 FL 264.18 SW 264.79 8.17% SW 264.84 8. 0 0 % SW 264.74 5.00' 5.00' SW 264.62 SW 264.62 5.84% 8.00% SW 264.54 2. 0 0 % SW 264.70 2 . 5 4 % SW 264.81 SW 264.91 4. 8 3 % 8.00% 8.17% SW 264.58 FL 264.08 SW 264.69 260 270 260 270 -0+100+001+00 PV I S T A = 0 + 2 4 . 6 4 ( P C ) EL E V = 2 6 4 . 2 6 T. O . C . = 2 6 4 . 7 6 PV I S T A = 0 + 2 9 . 6 7 ( G B 1 ) EL E V = 2 6 4 . 3 6 T. O . C . = 2 6 4 . 8 6 PV I S T A = 0 + 3 4 . 4 6 ( 1 / 4 ) EL E V = 2 6 4 . 5 4 T. O . C . = 2 6 5 . 0 4 PV I S T A = 0 + 4 4 . 2 7 ( 1 / 2 ) EL E V = 2 6 4 . 9 0 T. O . C . = 2 6 5 . 4 0 PV I S T A = 0 + 6 3 . 9 1 ( P T ) EL E V = 2 6 5 . 6 2 T. O . C . = 2 6 6 . 1 2 PV I S T A = 0 + 5 4 . 0 9 ( 3 / 4 ) EL E V = 2 6 5 . 2 6 T. O . C . = 2 6 5 . 7 6 EXISTING GROUND @ GUTTER FINISHED GROUND @ GUTTER SW JEAN LOUISE ROAD SW 171ST AVENUE 1.00%2.00%3.69%3.69% 3.69%3.69% 1.75% 260 270 260 270 -0+100+001+00 1.48%1.48%0.60%-1.00%-1.00%-1.00% PV I S T A = 0 + 2 3 . 0 7 ( P C ) EL E V = 2 6 4 . 1 9 T. O . C . = 2 6 4 . 6 9 PV I S T A = 0 + 3 3 . 0 0 ( 1 / 4 ) EL E V = 2 6 4 . 3 4 T. O . C . = 2 6 4 . 8 4 PV I S T A = 0 + 4 2 . 9 3 ( 1 / 2 ) H P EL E V = 2 6 4 . 4 0 T. O . C . = 2 6 4 . 9 0 PV I S T A = 0 + 5 2 . 8 6 ( 3 / 4 ) EL E V = 2 6 4 . 3 0 T. O . C . = 2 6 4 . 8 0 PV I S T A = 0 + 6 2 . 8 0 ( P T ) EL E V = 2 6 4 . 2 0 T. O . C . = 2 6 4 . 7 0 EXISTING GROUND @ GUTTER FINISHED GROUND @ GUTTER SW JEAN LOUISE ROADSW 171ST AVENUE 260 270 260 270 -0+10 0+00 1+00 PV I S T A = 0 + 2 3 . 6 3 ( P C ) EL E V = 2 6 5 . 6 2 T. O . C . = 2 6 6 . 1 2 PV I S T A = 0 + 5 3 . 0 8 ( 3 / 4 ) EL E V = 2 6 4 . 3 1 T. O . C . = 2 6 4 . 8 1 PV I S T A = 0 + 4 3 . 2 7 ( 1 / 2 ) EL E V = 2 6 4 . 7 1 T. O . C . = 2 6 5 . 2 1 PV I S T A = 0 + 5 7 . 8 6 ( G B 2 ) EL E V = 2 6 4 . 1 2 T. O . C . = 2 6 4 . 6 2 PV I S T A = 0 + 6 2 . 9 0 ( P T ) EL E V = 2 6 4 . 0 2 T. O . C . = 2 6 4 . 5 2 PV I S T A = 0 + 3 0 . 7 8 ( G B 1 ) EL E V = 2 6 5 . 2 1 T. O . C . = 2 6 5 . 7 1 PV I S T A = 0 + 3 3 . 4 5 ( 1 / 4 ) EL E V = 2 6 5 . 1 0 T. O . C . = 2 6 5 . 6 0 EXISTING GROUND @ GUTTER FINISHED GROUND @ GUTTER SW JEAN LOUISE ROAD SW 171ST AVENUE-1.75% -4.03% -4.03% -4.03%-2.00% -5.78% -0.95% 260 270 260 270 -0+10 0+00 1+00 PV I S T A = 0 + 1 8 . 4 5 ( P C ) EL E V = 2 6 3 . 9 9 T. O . C . = 2 6 4 . 4 9 PV I S T A = 0 + 4 8 . 1 8 ( 3 / 4 ) H P EL E V = 2 6 4 . 3 4 T. O . C . = 2 6 4 . 8 4 PV I S T A = 0 + 3 8 . 0 8 ( 1 / 2 ) EL E V = 2 6 4 . 2 2 T. O . C . = 2 6 4 . 7 2 PV I S T A = 0 + 5 8 . 0 9 ( P T ) EL E V = 2 6 4 . 1 9 T. O . C . = 2 6 4 . 6 9 PV I S T A = 0 + 2 8 . 3 6 ( 1 / 4 ) EL E V = 2 6 4 . 1 1 T. O . C . = 2 6 4 . 6 1 EXISTING GROUND @ GUTTER FINISHED GROUND @ GUTTER SW JEAN LOUISE ROAD SW 171ST AVENUE -0.29%1.17%1.17%-1.48%1.17%-1.48% Construction Documents N: \ p r o j \ 3 9 5 - 0 2 9 \ 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 R 2 . d w g - S H E E T : CR 2 Oc t . 1 7 , 1 6 - 2: 1 0 P M Bo b 10/17/2016 ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design Polygon at West River Terrace 1ST SUBMITTAL DATE REVISIONS DATE DESCRIPTION EXPIRES: JUNE 30, 2018 10/17/2016 CURB RETURN DETAILS CR2 CURB RETURN NO. 4 - PROFILE HORIZONTAL SCALE: 1" = 10' VERTICAL SCALE: 1" = 4' SCALE 1 INCH = 10 FEET 010 5 10 CURB RETURN NO. 3 - PROFILE HORIZONTAL SCALE: 1" = 10' VERTICAL SCALE: 1" = 4' CURB RETURN NO. 5 - PROFILE HORIZONTAL SCALE: 1" = 10' VERTICAL SCALE: 1" = 4' CURB RETURN NO. 6 - PROFILE HORIZONTAL SCALE: 1" = 10' VERTICAL SCALE: 1" = 4' 5+00 SW 1 7 2 N D A V E N U E SW JEAN LOUISE ROAD 2.50%2.50% 2.50% 2. 5 0 % 2.50% 2. 5 0 % 2. 5 0 % 2. 5 0 % C3 C4C5 C6 14 + 0 0 1. 0 0 % 1. 0 0 % 2. 0 0 % 1.50% 2. 0 0 % 1.50% 1.48% 1.48% S D S D S D S D S D S D S D S D S D S D SD SD SD SD S D S D S D S D S D S D FL 264.94 SW 265.30 SW 265.22 SW 265.42 FL 264.89 SW 265.25 FL 264.95 FL 264.91 5.00' SW 265.18 SW 265.29 5.00% 6 . 5 4 % 2 . 0 0 % 2.00% 2.00% SW 265.41 SW 265.51 3. 1 8 % 6.00' SW 265.57 SW 265.45 2.21% 6.00' FL 264.98 FL 264.91 SW 265.18 SW 265.14 SW 265.10 SW 265.23 SW 265.22 SW 265.34 5.00' FL 264.93 FL 264.80 2. 9 3 % 2. 0 0 % 7.23%2.00% 2 . 0 0 % SW 265.57 SW 265.45 SW 265.36 SW 265.26 0 . 5 0 % SW 265.56 SW 265.62 SW 265.69 SW 265.73 SW 265.49 SW 265.61 5.00' 6.00' 2.00 % 2.00%8.10% 0. 5 7 % SW 266.85 SW 266.73 1 . 3 3 % SW 265.51 SW 265.41 0. 5 7 % SW 265.48 SW 265.61 SW 265.56 SW 265.61 SW 265.72 SW 265.69 5.00' 6.00' 2.00% 0. 5 4 % 2.00%8.00% 7.52% SW 266.85 SW 266.73 SW 265.26 SW 265.36 3. 3 2 % 0. 5 4 % 26 6 . 0 2 PC 26 5 . 5 3 1/ 4 265 . 2 5 1/2 265.073/4 264.81PT 264.66PC (LP) 265.071/4 2 6 5 . 2 5 1 / 2 26 5 . 5 3 3/ 4 26 6 . 0 2 PT 26 4 . 8 5 PC 26 4 . 9 5 1/ 4 265 . 0 5 1/2 ( H P ) 264.8 6 3/4 264.66PT 264.81PC 264 . 9 1 1/4 2 6 5 . 0 1 1 / 2 ( H P ) 2 6 4 . 9 3 3 / 4 26 4 . 8 5 PT 26 5 . 3 9 GB 1 265.0 2 GB2 4.85% 7.47% 265 . 0 2 GB 1 2 6 5 . 3 9 G B 2 FL 265.12 FL 265.66 FL 265.12 FL 265.74 260 270 260 270 -0+100+001+00 1.00%-0.81%1.00%-0.81%1.00%-1.48% PV I S T A = 0 + 2 5 . 0 0 ( P C ) EL E V = 2 6 4 . 8 1 T. O . C . = 2 6 5 . 3 1 PV I S T A = 0 + 6 4 . 2 9 ( P T ) EL E V = 2 6 4 . 8 5 T. O . C . = 2 6 5 . 3 5 PV I S T A = 0 + 3 4 . 8 2 ( 1 / 4 ) EL E V = 2 6 4 . 9 1 T. O . C . = 2 6 5 . 4 1 PV I S T A = 0 + 5 4 . 4 5 ( 3 / 4 ) EL E V = 2 6 4 . 9 3 T. O . C . = 2 6 5 . 4 3 PV I S T A = 0 + 4 4 . 6 4 ( 1 / 2 ) H P EL E V = 2 6 5 . 0 1 T. O . C . = 2 6 5 . 5 1 EXISTING GROUND @ GUTTER FINISHED GROUND @ GUTTER SW JEAN LOUISE ROAD SW 172ND AVENUE 260 270 260 270 -0+100+001+00 PV I S T A = 0 + 2 5 . 0 0 ( P C ) EL E V = 2 6 6 . 0 2 T. O . C . = 2 6 6 . 5 2 PV I S T A = 0 + 3 4 . 8 2 ( 1 / 4 ) EL E V = 2 6 5 . 5 3 T. O . C . = 2 6 6 . 0 3 PV I S T A = 0 + 3 7 . 5 8 ( G B 1 ) EL E V = 2 6 5 . 3 9 T. O . C . = 2 6 5 . 8 9 PV I S T A = 0 + 4 4 . 6 4 ( 1 / 2 ) EL E V = 2 6 5 . 2 5 T. O . C . = 2 6 5 . 7 5 PV I S T A = 0 + 5 4 . 4 5 ( 3 / 4 ) EL E V = 2 6 5 . 0 7 T. O . C . = 2 6 5 . 5 7 PV I S T A = 0 + 5 7 . 1 2 ( G B 2 ) EL E V = 2 6 5 . 0 2 T. O . C . = 2 6 5 . 5 2 PV I S T A = 0 + 6 4 . 2 7 ( P T ) EL E V = 2 6 4 . 8 1 T. O . C . = 2 6 5 . 3 1 EXISTING GROUND @ GUTTER FINISHED GROUND @ GUTTER SW JEAN LOUISE ROAD SW 172ND AVENUE -1.50% -5.00% -1.91%-2.80%-1.00% 260 270 260 270 -0+10 0+00 1+00 1.48%-2.00%-2.00%1.02%1.02%1.07% PV I S T A = 0 + 2 5 . 0 0 ( P C ) EL E V = 2 6 4 . 8 5 T. O . C . = 2 6 5 . 3 5 PV I S T A = 0 + 5 4 . 4 5 ( 3 / 4 ) EL E V = 2 6 4 . 8 6 T. O . C . = 2 6 5 . 3 6 PV I S T A = 0 + 6 4 . 2 7 ( P T ) EL E V = 2 6 4 . 6 6 T. O . C . = 2 6 5 . 1 6 PV I S T A = 0 + 3 4 . 8 2 ( 1 / 4 ) EL E V = 2 6 4 . 9 5 T. O . C . = 2 6 5 . 4 5 PV I S T A = 0 + 4 4 . 6 4 ( 1 / 2 ) H P EL E V = 2 6 5 . 0 5 T. O . C . = 2 6 5 . 5 5 EXISTING GROUND @ GUTTER FINISHED GROUND @ GUTTER SW JEAN LOUISE ROAD SW 172ND AVENUE 262 270 262 270 -0+10 0+00 1+00 -2.00%4.98%1.90% 5.00% 1.50% PV I S T A = 0 + 2 5 . 0 0 ( P C ) EL E V = 2 6 4 . 6 6 T. O . C . = 2 6 5 . 1 6 PV I S T A = 0 + 6 4 . 2 7 ( P T ) EL E V = 2 6 6 . 0 2 T. O . C . = 2 6 6 . 5 2 PV I S T A = 0 + 4 4 . 6 4 ( 1 / 2 ) EL E V = 2 6 5 . 2 5 T. O . C . = 2 6 5 . 7 5 PV I S T A = 0 + 3 2 . 1 5 ( G B 1 ) EL E V = 2 6 5 . 0 2 T. O . C . = 2 6 5 . 5 2 PV I S T A = 0 + 3 4 . 8 2 ( 1 / 4 ) EL E V = 2 6 5 . 0 7 T. O . C . = 2 6 5 . 5 7 PV I S T A = 0 + 5 1 . 6 6 ( G B 2 ) EL E V = 2 6 5 . 3 9 T. O . C . = 2 6 5 . 8 9 PV I S T A = 0 + 5 4 . 4 5 ( 3 / 4 ) EL E V = 2 6 5 . 5 3 T. O . C . = 2 6 6 . 0 3 EXISTING GROUND @ GUTTER FINISHED GROUND @ GUTTER SW JEAN LOUISE ROAD SW 172ND AVENUE CURB RETURN TABLE CURVE C3 C4 C5 C6 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°39'36"W S45°39'36"E N44°20'24"E S44°20'24"W START STATION END STATION 4+64.50, 17.00' R (JEAN LOUISE)14+71.01, 14.00' R (172ND) 14+71.01, 14.00' L (172ND)5+42.50, 17.00' R (JEAN LOUISE) 5+42.50, 17.00' L (JEAN LOUISE)13+87.01, 14.00' L (172ND) 13+87.01, 14.00' R (172ND)4+64.50, 17.00' L (JEAN LOUISE) Construction Documents N: \ p r o j \ 3 9 5 - 0 2 9 \ 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 R 3 . d w g - S H E E T : CR 3 Oc t . 1 7 , 1 6 - 2: 1 1 P M Bo b 10/17/2016 ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design Polygon at West River Terrace 1ST SUBMITTAL DATE REVISIONS DATE DESCRIPTION EXPIRES: JUNE 30, 2018 10/17/2016 CURB RETURN DETAILS CR3 CURB RETURN NO. 8 - PROFILE HORIZONTAL SCALE: 1" = 10' VERTICAL SCALE: 1" = 4' SCALE 1 INCH = 10 FEET 010 5 10 CURB RETURN NO. 7 - PROFILE HORIZONTAL SCALE: 1" = 10' VERTICAL SCALE: 1" = 4' CURB RETURN NO. 9 - PROFILE HORIZONTAL SCALE: 1" = 10' VERTICAL SCALE: 1" = 4' CURB RETURN NO. 10 - PROFILE HORIZONTAL SCALE: 1" = 10' VERTICAL SCALE: 1" = 4' 7+00 8+00 SW JEAN LOUISE ROAD SW S A B R I N A A V E N U E 2. 5 0 % 2. 5 0 % 2.50%2.50% 2.50%2.50% 2. 5 0 % 2. 5 0 % 0+00 0+83 0+00 0+83 14 + 0 0 C7 C8 C9 C10 1.48% 1.48% 1. 0 0 % 1. 0 0 % 0. 6 7 % 0. 6 7 % 1.54% 1.54% S D S D S D S D S D SD SD SD SD S D S D S D S D S D S D S D S D S D S D S D S D SD SD SD FL 261.38 SW 261.89 SW 261.80 SW 261.97 6.00' FL 261.31 SW 261.81 FL 261.42 FL 261.38 5.00' SW 261.77 SW 261.84 FL 261.42 FL 261.42 SW 261.83 SW 261.83 SW 261.83 SW 261.96 SW 261.83 SW 261.95 5.00' FL 261.37 FL 261.37 26 2 . 6 0 PC 26 2 . 1 1 1/ 4 261 . 8 4 1/2 261.653/4 261.19PT261.19PC 261 . 3 6 1/4 2 6 1 . 4 6 1 / 2 ( H P ) 2 6 1 . 4 0 3 / 4 26 1 . 3 0 PT 26 1 . 3 0 PC 26 1 . 4 0 1/ 4 261 . 4 9 1/2 ( H P ) 261.3 9 3/4 261.30PC (LP) 261.661/4 2 6 1 . 8 3 1 / 2 26 2 . 1 1 3/ 4 26 2 . 6 0 PT 261.6 0 GB2 26 1 . 9 7 GB 1 261.30PT (LP) 261.6 1 GB1 2 6 1 . 9 6 G B 2 SW 262.07 SW 262.20 SW 262.14 SW 262.20 SW 262.31 SW 262.27 SW 262.13 SW 262.19 SW 262.27 SW 262.31 SW 262.06 SW 262.19 5.00' 5.00' 6.00' 6.00' 8.00% 8 . 0 0 % 2 . 0 0 % 2.00% 1.67% 8. 0 0 % 2. 0 0 % 8.00%2.00% 2.0 0 % 2.00% 0. 5 7 % 2.00%8.00% 2.0 0 % 2.00%8.00% 0. 5 3 % SW 263.42 SW 263.30 7.93% 3 . 9 8 % SW 261.89 SW 261.79 7.84% SW 263.42 SW 263.30 SW 261.79 SW 261.89 0. 2 8 % 6.00' SW 262.02 SW 261.90 0.83% SW 262.02 SW 261.90 SW 262.00 SW 261.90 0 . 9 7 % SW 261.90 SW 262.00 2. 6 5 % 0. 5 3 % 0. 5 7 % 0.97% FL 261.70 FL 262.24 FL 261.71 FL 262.24 255 260 270 255 260 270 -0+100+001+00 1.00%-1.03%1.68%1.01%-0.52%-1.54% PV I S T A = 0 + 2 3 . 6 4 ( P C ) EL E V = 2 6 1 . 1 9 T. O . C . = 2 6 1 . 6 9 PV I S T A = 0 + 6 2 . 9 1 ( P T ) EL E V = 2 6 1 . 3 0 T. O . C . = 2 6 1 . 8 0 PV I S T A = 0 + 3 3 . 4 6 ( 1 / 4 ) EL E V = 2 6 1 . 3 6 T. O . C . = 2 6 1 . 8 6 PV I S T A = 0 + 4 3 . 2 8 ( 1 / 2 ) H P EL E V = 2 6 1 . 4 6 T. O . C . = 2 6 1 . 9 6 PV I S T A = 0 + 5 3 . 0 9 ( 3 / 4 ) EL E V = 2 6 1 . 4 0 T. O . C . = 2 6 1 . 9 0 EXISTING GROUND @ GUTTER FINISHED GROUND @ GUTTER SW JEAN LOUISE ROAD SW SABRINA AVENUE 258 260 270 258 260 270 -0+150+001+00 EXISTING GROUND @ GUTTER FINISHED GROUND @ GUTTER SW JEAN LOUISE ROAD SW SABRINA AVENUE PV I S T A = 0 + 1 9 . 6 3 ( P C ) EL E V = 2 6 2 . 6 0 T. O . C . = 2 6 3 . 1 0 PV I S T A = 0 + 2 9 . 4 5 ( 1 / 4 ) EL E V = 2 6 2 . 1 1 T. O . C . = 2 6 2 . 6 1 PV I S T A = 0 + 3 2 . 2 1 ( G B 1 ) EL E V = 2 6 1 . 9 7 T. O . C . = 2 6 2 . 4 7 PV I S T A = 0 + 3 9 . 2 7 ( 1 / 2 ) EL E V = 2 6 1 . 8 4 T. O . C . = 2 6 2 . 3 4 PV I S T A = 0 + 4 9 . 0 8 ( 3 / 4 ) EL E V = 2 6 1 . 6 5 T. O . C . = 2 6 2 . 1 5 PV I S T A = 0 + 5 1 . 7 4 ( G B 2 ) EL E V = 2 6 1 . 6 0 T. O . C . = 2 6 2 . 1 0 PV I S T A = 0 + 5 8 . 9 0 ( P T ) EL E V = 2 6 1 . 1 9 T. O . C . = 2 6 1 . 6 9 -1.48% -5.00% -1.90% -5.71%-1.00% 258 260 270 258 260 270 -0+10 0+00 1+00 PV I S T A = 0 + 1 9 . 6 3 ( P C ) EL E V = 2 6 1 . 3 0 T. O . C . = 2 6 1 . 8 0 PV I S T A = 0 + 2 9 . 4 5 ( 1 / 4 ) EL E V = 2 6 1 . 4 0 T. O . C . = 2 6 1 . 9 0 PV I S T A = 0 + 3 9 . 2 7 ( 1 / 2 ) EL E V = 2 6 1 . 4 9 T. O . C . = 2 6 1 . 9 9 PV I S T A = 0 + 4 9 . 0 8 ( 3 / 4 ) EL E V = 2 6 1 . 3 9 T. O . C . = 2 6 1 . 8 9 PV I S T A = 0 + 5 8 . 9 0 ( P T ) EL E V = 2 6 1 . 3 0 T. O . C . = 2 6 1 . 8 0 EXISTING GROUND @ GUTTER FINISHED GROUND @ GUTTER SW JEAN LOUISE ROAD SW SABRINA AVENUE 1.54%0.96%0.96%-1.00%-1.00%0.67% 258 260 270 258 260 270 -0+10 0+00 1+00 EXISTING GROUND @ GUTTER FINISHED GROUND @ GUTTER SW JEAN LOUISE ROAD SW SABRINA AVENUE -0.67% 5.00% 4.75%1.70% 1.48% PV I S T A = 0 + 2 3 . 6 4 ( P C ) EL E V = 2 6 1 . 3 0 T. O . C . = 2 6 1 . 8 0 PV I S T A = 0 + 6 2 . 9 1 ( P T ) EL E V = 2 6 2 . 6 0 T. O . C . = 2 6 3 . 1 0 PV I S T A = 0 + 3 0 . 2 7 ( G B 1 ) EL E V = 2 6 1 . 6 1 T. O . C . = 2 6 2 . 1 1 PV I S T A = 0 + 3 3 . 4 6 ( 1 / 4 ) EL E V = 2 6 1 . 6 6 T. O . C . = 2 6 2 . 1 6 PV I S T A = 0 + 4 3 . 2 8 ( 1 / 2 ) EL E V = 2 6 1 . 8 3 T. O . C . = 2 6 2 . 3 3 PV I S T A = 0 + 4 9 . 7 2 ( G B 2 ) EL E V = 2 6 1 . 9 4 T. O . C . = 2 6 2 . 4 4 PV I S T A = 0 + 5 3 . 0 9 ( 3 / 4 ) EL E V = 2 6 2 . 1 1 T. O . C . = 2 6 2 . 6 1 CURB RETURN TABLE CURVE C7 C8 C9 C10 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°39'36"W N44°20'24"E S44°20'24"W S45°39'36"E START STATION END STATION 6+94.50, 17.00' R (JEAN LOUISE)14+71.01, 18.00' R (SABRINA) 14+71.01, 18.00' L (SABRINA)7+80.50, 17.00' R (JEAN LOUISE) 7+80.50, 17.00' L (JEAN LOUISE)13+87.01, 18.00' L (SABRINA) 13+87.01, 18.00' R (SABRINA)13+87.01, 18.00' R (SABRINA) Construction Documents N: \ p r o j \ 3 9 5 - 0 2 9 \ 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 R 4 . d w g - S H E E T : CR 4 Oc t . 1 7 , 1 6 - 2: 1 3 P M Bo b 10/17/2016 ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design Polygon at West River Terrace 1ST SUBMITTAL DATE REVISIONS DATE DESCRIPTION EXPIRES: JUNE 30, 2018 10/17/2016 CURB RETURN DETAILS CR4 CURB RETURN NO. 12 - PROFILE HORIZONTAL SCALE: 1" = 10' VERTICAL SCALE: 1" = 4' SCALE 1 INCH = 10 FEET 010 5 10 CURB RETURN NO. 11 - PROFILE HORIZONTAL SCALE: 1" = 10' VERTICAL SCALE: 1" = 4' CURB RETURN NO. 13 - PROFILE HORIZONTAL SCALE: 1" = 10' VERTICAL SCALE: 1" = 4' CURB RETURN NO. 14 - PROFILE HORIZONTAL SCALE: 1" = 10' VERTICAL SCALE: 1" = 4' SD SD SD SD SD SD SD SD SD S D S D S D S D S D S D S D S D S D S D 10+00 SW JEAN LOUISE ROAD SW 1 7 4 T H L O O P 2. 5 0 % 2. 5 0 % 2.50%2.50% 2.50%2.50% 2. 5 0 % 2. 5 0 % 0+89 0+00 26 0 . 1 0 PC 26 0 . 0 3 1/ 4 259 . 9 6 1/2 259.8 9 3/4 259.82PT259.82PC 260 . 0 4 1/4 2 6 0 . 3 0 1 / 2 2 6 0 . 5 9 3 / 4 26 0 . 8 8 PT 259.72PC 259 . 8 2 1/4 2 5 9 . 9 1 1 / 2 2 6 0 . 0 1 3 / 4 26 0 . 1 0 PT 26 0 . 8 8 PC 26 0 . 5 9 1/ 4 260 . 3 1 1/2 260.0 4 3/4 259.72PT 14 + 0 0 C11 C12 C13 C14 1.00% 1.00% 1. 4 1 % 1. 4 1 % 1. 0 0 % 1. 0 0 % 1.00% 1.00% 260 . 1 0 GB2 259 . 9 9 GB1 FL 260.05 SW 260.51 SW 260.62FL 259.87 SW 260.33 5.00' 6.00' SW 260.41 SW 260.45 SW 260.40 FL 260.01 FL 259.91 6. 7 0 % 1 . 1 1 % 1 . 8 1 % 2.0 0 % 8. 0 0 % 8.00% 7.50% SW 260.71 SW 260.83 4.12% SW 260.43 SW 260.53 2 . 2 6 % FL 260.00 FL 259.98 FL 259.85 FL 259.80 SW 260.26 SW 260.55 2.00% SW 260.34 SW 260.45 6.00' 5.00' 1.8 1 % 1.1 8 % SW 260.38 SW 260.33 7. 7 5 % 6. 0 8 % 7.92% 7.30% SW 260.71 SW 260.83 5.46% SW 260.43 SW 260.33 1. 7 8 % 260.1 0 GB1 259.9 9 GB2 SW 260.70 FL 260.67 SW 260.45 2.0 0 % SW 260.74 SW 260.53 1 . 8 1 % 1 . 5 5 % SW 260.54 6.69% 7.92% SW 260.61 SW 261.59 5.00' 6.00' SW 261.71 6.42% FL 260.98 SW 260.70 SW 260.45 SW 260.53 SW 260.74 2.00% 0. 6 0 % 1. 5 2 % 1 . 5 0 % 1.5 0 % 1. 5 0 % 1.50% 1.50% 0. 6 0 % 1.8 1 % 1.5 5 % SW 260.33 SW 260.43 1 . 8 8 % SW 260.61 SW 260.54 6.69% 7.92% 1. 5 2 % 0. 6 0 % SW 261.59 6.00' 5.00' FL 260.98 SW 260.53 SW 260.43 6.47% 0. 0 0 % 0 . 6 0 % 1.5 0 % FL 260.67 FL 260.51 SW 261.71 26 0 . 9 8 PT FL 260.51 255 260 270 255 260 270 -0+100+001+00 EXISTING GROUND @ GUTTER FINISHED GROUND @ GUTTER SW JEAN LOUISE ROAD SW 174TH LOOP 1.00%2.00% 2.95% 2.39% 1.00% PV I S T A = 0 + 2 5 . 0 0 ( P C ) EL E V = 2 5 9 . 8 2 T. O . C . = 2 6 0 . 3 2 PV I S T A = 0 + 3 7 . 6 6 ( G B 2 ) EL E V = 2 6 0 . 1 0 T. O . C . = 2 6 0 . 6 0 PV I S T A = 0 + 4 4 . 6 4 ( 1 / 2 ) EL E V = 2 6 0 . 3 0 T. O . C . = 2 6 0 . 8 0 PV I S T A = 0 + 3 2 . 1 8 ( G B 1 ) EL E V = 2 5 9 . 9 9 T. O . C . = 2 6 0 . 4 9 PV I S T A = 0 + 3 4 . 8 2 ( 1 / 4 ) EL E V = 2 6 0 . 0 4 T. O . C . = 2 6 0 . 5 4 PV I S T A = 0 + 6 4 . 2 7 ( P T ) EL E V = 2 6 0 . 8 8 T. O . C . = 2 6 1 . 3 8 PV I S T A = 0 + 5 4 . 4 5 ( 3 / 4 ) EL E V = 2 6 0 . 5 9 T. O . C . = 2 6 1 . 0 9 PV I S T A = 0 + 8 9 . 2 7 EL E V = 2 6 1 . 1 3 T. O . C . = 2 6 1 . 6 3 255 260 270 255 260 270 -0+100+001+00 PV I S T A = 0 + 2 5 . 0 0 ( P C ) EL E V = 2 6 0 . 1 0 T. O . C . = 2 6 0 . 6 0 PV I S T A = 0 + 4 4 . 6 4 ( 1 / 2 ) EL E V = 2 5 9 . 9 6 T. O . C . = 2 6 0 . 4 6 PV I S T A = 0 + 5 4 . 4 5 ( 3 / 4 ) EL E V = 2 5 9 . 8 9 T. O . C . = 2 6 0 . 3 9 PV I S T A = 0 + 6 4 . 2 7 ( P T ) EL E V = 2 5 9 . 8 2 T. O . C . = 2 6 0 . 3 2 PV I S T A = 0 + 3 4 . 8 2 ( 1 / 4 ) EL E V = 2 6 0 . 0 3 T. O . C . = 2 6 0 . 5 3 EXISTING GROUND @ GUTTER FINISHED GROUND @ GUTTER SW JEAN LOUISE ROADSW 174TH LOOP 1.00%-0.73%-0.73%-0.73%-0.73%-1.00% 255 260 270 255 260 270 -0+10 0+00 1+00 PV I S T A = 0 + 2 5 . 0 0 ( P C ) EL E V = 2 6 0 . 8 8 T. O . C . = 2 6 1 . 3 8 PV I S T A = 0 + 5 7 . 0 9 ( G B 2 ) EL E V = 2 5 9 . 9 9 T. O . C . = 2 6 0 . 4 9 PV I S T A = 0 + 6 4 . 2 7 ( P T ) EL E V = 2 5 9 . 7 2 T. O . C . = 2 6 0 . 2 2 PV I S T A = 0 + 5 1 . 6 6 ( G B 1 ) EL E V = 2 6 0 . 1 0 T. O . C . = 2 6 0 . 6 0 PV I S T A = 0 + 5 4 . 4 5 ( 3 / 4 ) EL E V = 2 6 0 . 0 4 T. O . C . = 2 6 0 . 5 4 PV I S T A = 0 + 4 4 . 6 4 ( 1 / 2 ) EL E V = 2 6 0 . 3 1 T. O . C . = 2 6 0 . 8 1 PV I S T A = 0 + 3 4 . 8 2 ( 1 / 4 ) EL E V = 2 6 0 . 5 9 T. O . C . = 2 6 1 . 0 9 EXISTING GROUND @ GUTTER FINISHED GROUND @ GUTTER SW JEAN LOUISE ROAD SW 174TH LOOP-1.00% -3.71%-2.00% -2.95% 1.41% 255 260 270 255 260 270 -0+10 0+00 1+00 -1.41%0.99%0.97%0.97%0.97%-1.00% PV I S T A = 0 + 2 4 . 9 3 ( P C ) EL E V = 2 5 9 . 7 2 T. O . C . = 2 6 0 . 2 2 PV I S T A = 0 + 6 4 . 2 7 ( P T ) EL E V = 2 6 0 . 1 0 T. O . C . = 2 6 0 . 6 0 PV I S T A = 0 + 3 4 . 8 2 ( 1 / 4 ) EL E V = 2 5 9 . 8 2 T. O . C . = 2 6 0 . 3 2 PV I S T A = 0 + 5 4 . 4 5 ( 3 / 4 ) EL E V = 2 6 0 . 0 1 T. O . C . = 2 6 0 . 5 1 PV I S T A = 0 + 4 4 . 6 4 ( 1 / 2 ) EL E V = 2 5 9 . 9 1 T. O . C . = 2 6 0 . 4 1 EXISTING GROUND @ GUTTER FINISHED GROUND @ GUTTER SW JEAN LOUISE ROAD SW 174TH LOOP CURB RETURN TABLE CURVE C11 C12 C13 C14 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°39'36"W S45°39'36"E N44°20'24"E S44°20'24"W START STATION END STATION 9+32.50, 17.00' R (JEAN LOUISE)14+71.01, 14.00' R (174TH) 14+71.01, 14.00' L (174TH) 13+87.01, 14.00' L (174TH) 13+87.01, 14.00' R (174TH) 10+10.50, 17.00' R (JEAN LOUISE) 10+10.50, 17.00' L (JEAN LOUISE) 9+32.50, 17.00' L (JEAN LOUISE) Construction Documents N: \ p r o j \ 3 9 5 - 0 2 9 \ 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 R 5 . d w g - S H E E T : CR 5 Oc t . 1 7 , 1 6 - 2: 1 4 P M Bo b 10/17/2016 ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design Polygon at West River Terrace 1ST SUBMITTAL DATE REVISIONS DATE DESCRIPTION EXPIRES: JUNE 30, 2018 10/17/2016 CURB RETURN DETAILS CR5 CURB RETURN NO. 16 - PROFILE HORIZONTAL SCALE: 1" = 10' VERTICAL SCALE: 1" = 4' SCALE 1 INCH = 10 FEET 010 5 10 CURB RETURN NO. 15 - PROFILE HORIZONTAL SCALE: 1" = 10' VERTICAL SCALE: 1" = 4' CURB RETURN NO. 17 - PROFILE HORIZONTAL SCALE: 1" = 10' VERTICAL SCALE: 1" = 4' CURB RETURN NO. 18 - PROFILE HORIZONTAL SCALE: 1" = 10' VERTICAL SCALE: 1" = 4' 12+00 SW JEAN LOUISE ROAD SW 1 7 5 T H A V E N U E 2. 5 0 % 2. 5 0 % 2.50%2.50% 2.50%2.50% 2. 5 0 % 2. 5 0 % 0+00 C15 C16C17 C18 14 + 0 0 2.00% 2.00% 2. 0 0 % 2. 0 0 % 1. 5 3 % 1. 5 3 % 0.60% 0.60% SD SD SD SD SD SD SD SD SD SD SD SD SD SD S D SD SD SD S D S D S D S D S D S D FL 258.74 SW 259.30 SW 259.20 SW 259.41 FL 258.71 SW 259.24 FL 258.81 FL 258.84 5.00' SW 259.17 SW 259.28 8.00% 7 . 5 8 % 2 . 0 0 % 2.00% 2.00% SW 259.27 SW 259.37 1. 3 8 % 6.00' SW 259.60 SW 259.48 2.76% 26 0 . 3 0 PC 25 9 . 8 2 1/ 4 259 . 4 7 1/2 259.203/4 258.67PT258.67PC 258 . 7 2 1/4 2 5 8 . 7 7 1 / 2 ( H P ) 2 5 8 . 8 2 3 / 4 25 8 . 8 8 PT 258.75PC (LP) 259.211/4 2 5 9 . 4 7 1 / 2 2 5 9 . 8 2 3 / 4 26 0 . 3 0 PT 25 8 . 8 8 PC 25 8 . 9 7 1/ 4 259 . 0 7 1/2 258.9 1 3/4 258.75PT (LP) 259.14 GB3 6.00' FL 259.00 FL 259.36 SW 259.83 SW 259.38 SW 259.41 SW 259.54 SW 259.33 SW 259.43 5.00' FL 258.95 FL 258.87 8. 0 0 % 2. 0 0 % 8.00%1.63% 2.0 0 % SW 259.60 SW 259.48 0.97% SW 259.45 SW 259.35 0 . 2 8 % 259.28 GB2 SW 259.72 SW 259.81 SW 259.93 SW 259.86 SW 259.60 SW 259.72 5.00' 6.00' 2.00 % 2.00%8.00% 1. 0 7 % SW 261.22 SW 261.10 4 . 7 7 % SW 259.37 SW 259.27 SW 259.62 SW 259.72 SW 259.74 SW 259.83 SW 259.86 SW 259.95 5.00' 6.00' 2.00% 1. 3 8 % 2.00%8.00% 6.86% SW 261.30 SW 261.18 SW 259.35 SW 259.45 7.59% FL 259.27 3. 7 4 % FL 259.95 259.25 GB2 25 9 . 6 9 GB 1 FL 259.96 2 5 9 . 6 6 G B 3 259.1 5 GB1 FL 259.16 FL 259.68 255 260 270 255 260 270 -0+100+001+00 2.00% 0.53%0.53%0.53%0.53% PV I S T A = 0 + 2 4 . 6 0 ( P C ) EL E V = 2 5 8 . 6 6 T. O . C . = 2 5 9 . 1 6 PV I S T A = 0 + 6 4 . 2 8 ( P T ) EL E V = 2 5 8 . 8 8 T. O . C . = 2 5 9 . 3 8 PV I S T A = 0 + 3 4 . 8 2 ( 1 / 4 ) EL E V = 2 5 8 . 7 2 T. O . C . = 2 5 9 . 2 2 PV I S T A = 0 + 4 4 . 6 4 ( 1 / 2 ) EL E V = 2 5 8 . 7 7 T. O . C . = 2 5 9 . 2 7 PV I S T A = 0 + 5 4 . 4 5 ( 3 / 4 ) EL E V = 2 5 8 . 8 2 T. O . C . = 2 5 9 . 3 2 EXISTING GROUND @ GUTTER FINISHED GROUND @ GUTTER SW JEAN LOUISE ROAD SW 175TH AVENUE-0.60% 255 260 270 255 260 270 -0+100+001+00 PV I S T A = 0 + 2 5 . 0 0 ( P C ) EL E V = 2 6 0 . 3 0 T. O . C . = 2 6 0 . 8 0 PV I S T A = 0 + 3 4 . 8 2 ( 1 / 4 ) EL E V = 2 5 9 . 8 2 T. O . C . = 2 6 0 . 3 2 PV I S T A = 0 + 5 7 . 1 0 ( G B 3 ) EL E V = 2 5 9 . 1 4 T. O . C . = 2 5 9 . 6 4 PV I S T A = 0 + 6 4 . 2 7 ( P T ) EL E V = 2 5 8 . 6 7 T. O . C . = 2 5 9 . 1 7 PV I S T A = 0 + 3 7 . 5 8 ( G B 1 ) EL E V = 2 5 9 . 6 9 T. O . C . = 2 6 0 . 1 9 PV I S T A = 0 + 4 4 . 6 4 ( 1 / 2 ) EL E V = 2 5 9 . 4 7 T. O . C . = 2 5 9 . 9 7 PV I S T A = 0 + 5 1 . 6 9 ( G B 2 ) EL E V = 2 5 9 . 2 5 T. O . C . = 2 5 9 . 7 5 PV I S T A = 0 + 5 4 . 4 5 ( 3 / 4 ) EL E V = 2 5 9 . 2 0 T. O . C . = 2 5 9 . 7 0 EXISTING GROUND @ GUTTER FINISHED GROUND @ GUTTER SW JEAN LOUISE ROAD SW 175TH AVENUE -2.00% -4.90% -2.00%-6.63% -4.90%-3.09%-3.09%-2.00% -2.00% 255 260 270 255 260 270 -0+10 0+00 1+00 PV I S T A = 0 + 2 5 . 0 0 ( P C ) EL E V = 2 5 8 . 8 8 T. O . C . = 2 5 9 . 3 8 PV I S T A = 0 + 4 4 . 6 4 ( 1 / 2 ) EL E V = 2 5 9 . 0 7 T. O . C . = 2 5 9 . 5 7 PV I S T A = 0 + 5 4 . 4 5 ( 3 / 4 ) EL E V = 2 5 8 . 9 1 T. O . C . = 2 5 9 . 4 1 PV I S T A = 0 + 3 4 . 8 2 ( 1 / 4 ) EL E V = 2 5 8 . 9 8 T. O . C . = 2 5 9 . 4 8 PV I S T A = 0 + 6 4 . 2 7 ( P T ) EL E V = 2 5 8 . 7 5 T. O . C . = 2 5 9 . 2 5 EXISTING GROUND @ GUTTER FINISHED GROUND @ GUTTER SW JEAN LOUISE ROAD SW 175TH AVENUE 0.60%1.00%-1.63%1.00%-1.63%1.53% 255 260 270 255 260 270 -0+10 0+00 1+00 EXISTING GROUND @ GUTTER FINISHED GROUND @ GUTTER SW JEAN LOUISE ROAD SW 175TH AVENUE -1.53%2.00% 4.93% 5.93% 2.91%4.93% 2.00% 2.91%2.00% PV I S T A = 0 + 2 4 . 8 8 ( P C ) EL E V = 2 5 8 . 7 5 T. O . C . = 2 5 9 . 2 5 PV I S T A = 0 + 3 4 . 8 2 ( 1 / 4 ) EL E V = 2 5 9 . 2 1 T. O . C . = 2 5 9 . 7 1 PV I S T A = 0 + 6 4 . 2 7 9 P T ) EL E V = 2 6 0 . 3 0 T. O . C . = 2 6 0 . 8 0 PV I S T A = 0 + 3 1 . 6 3 ( G B 1 ) EL E V = 2 5 9 . 1 5 T. O . C . = 2 5 9 . 6 5 PV I S T A = 0 + 5 1 . 0 9 ( G B 3 ) EL E V = 2 5 9 . 6 6 T. O . C . = 2 6 0 . 1 6 PV I S T A = 0 + 5 4 . 4 5 ( 3 / 4 ) EL E V = 2 5 9 . 8 2 T. O . C . = 2 6 0 . 3 2 PV I S T A = 0 + 3 8 . 1 5 ( G B 2 ) EL E V = 2 5 9 . 2 8 T. O . C . = 2 5 9 . 7 8 PV I S T A = 0 + 4 4 . 6 4 ( 1 / 2 ) EL E V = 2 5 9 . 4 7 T. O . C . = 2 5 9 . 9 7 CURB RETURN TABLE CURVE C15 C16 C17 C18 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°39'36"W S45°39'36"E N44°20'24"E S44°20'24"W START STATION END STATION 11+65.50, 17.00' R (JEAN LOUISE) 12+43.50, 17.00' R (JEAN LOUISE) 12+43.50, 17.00' L (JEAN LOUISE) 11+65.50, 17.00' L (JEAN LOUISE) 14+71.01, 14.00' R (175TH) 14+71.01, 14.00' L (175TH) 13+87.01, 14.00' L (175TH) 13+87.01, 14.00' R (175TH) Construction Documents N: \ p r o j \ 3 9 5 - 0 2 9 \ 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 R 6 . d w g - S H E E T : CR 6 Oc t . 1 7 , 1 6 - 2: 1 6 P M Bo b 10/17/2016 ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design Polygon at West River Terrace 1ST SUBMITTAL DATE REVISIONS DATE DESCRIPTION EXPIRES: JUNE 30, 2018 10/17/2016 CURB RETURN DETAILS CR6 CURB RETURN NO. 20 - PROFILE HORIZONTAL SCALE: 1" = 10' VERTICAL SCALE: 1" = 4' SCALE 1 INCH = 10 FEET 010 5 10 CURB RETURN NO. 19 - PROFILE HORIZONTAL SCALE: 1" = 10' VERTICAL SCALE: 1" = 4' CURB RETURN NO. 21 - PROFILE HORIZONTAL SCALE: 1" = 10' VERTICAL SCALE: 1" = 4' CURB RETURN NO. 22 - PROFILE HORIZONTAL SCALE: 1" = 10' VERTICAL SCALE: 1" = 4' SD SD SD SD SD SD SD SD SD SD SD SD SD SD S D S D S D S D SW 1 7 5 T H A V E N U E SW 174TH LOOP 2. 5 0 % 2. 5 0 % 2.50% 246.11PC 245. 7 9 1/4 2 4 5 . 3 9 1 / 2 2 4 4 . 9 8 3 / 4 24 4 . 7 8 PT 24 4 . 7 8 PC 24 4 . 9 3 1/ 4 245 . 0 0 1/2 245.1 0 3/4 245.16PT (HP) 18 + 0 0 2. 6 9 % 0.50% 0.50% 0. 7 5 % C23 C24 2.50% FL 244.88 SW 245.30 7. 7 9 % SW 245.228. 0 0 % SW 245.37 2.0 0 % SW 245.30 SW 245.38 SW 245.48 2. 0 0 % 3.60% SW 246.72 SW 246.82 5.00' 8.2 1 % FL 244.86 SW 245.29 SW 245.22 SW 245.30 FL 245.00 FL 245.04 SW 245.39 SW 245.53 2 . 0 0 % SW 245.46 7. 7 9 % 8. 0 0 % 6.87 % 7.63 % 1.3 3 % 1.7 3 % SW 245.71 SW 245.81 7 . 4 3 % CURB RETURN TABLE CURVE C23 C24 C29 C30 C31 C32 LENGTH 39.27' 39.27' 6.74' 6.74' 6.74' 6.74' RADIUS 25.00' 25.00' 7.00' 7.00' 7.00' 7.00' DELTA 90°00'00" 90°00'00" 55°09'00" 55°09'00" 55°09'00" 55°09'00" CHORD 35.36' 35.36' 6.48' 6.48' 6.48' 6.48' BEARING S45°39'36"E S44°20'24"W N26°54'55"E S26°54'55"W S28°14'06"E N28°14'06"W START STATION END STATION 2+16.26, 14.00' R (174TH-2) 2+16.26, 14.00' L (174TH-2) 18+32.01, 14.00' R (175TH) 17+54.01, 14.00' R (175TH) 18+26.00, 12.00' L (SABRINA)18+20.25, 15.00' L (SABRINA) 18+20.25, 15.00' L (SABRINA)18+14.51, 18.00' L (SABRINA) 18+26.00, 12.00' R (SABRINA)18+20.25, 15.00' R (SABRINA) 18+20.25, 15.00' R (SABRINA)18+14.51, 18.00' R (SABRINA) 235 240 250 235 240 250 -0+100+001+00 PV I S T A = 0 + 2 5 . 0 0 ( P C ) EL E V = 2 4 4 . 7 8 T. O . C . = 2 4 5 . 2 8 PV I S T A = 0 + 6 4 . 2 7 ( P T ) EL E V = 2 4 5 . 1 6 T. O . C . = 2 4 5 . 6 6 PV I S T A = 0 + 3 4 . 8 2 ( 1 / 4 ) EL E V = 2 4 4 . 9 3 T. O . C . = 2 4 5 . 4 3 PV I S T A = 0 + 5 4 . 4 5 ( 3 / 4 ) EL E V = 2 4 5 . 1 0 T. O . C . = 2 4 5 . 6 0 PV I S T A = 0 + 4 4 . 6 4 ( 1 / 2 ) EL E V = 2 4 5 . 0 0 T. O . C . = 2 4 5 . 5 0 EXISTING GROUND @ GUTTER FINISHED GROUND @ GUTTER SW 174TH LOOPSW 175TH AVENUE 0.50%0.56%1.50%1.00%0.78%-0.75% 240 250 240 250 -0+10 0+00 1+00 PV I S T A = 0 + 2 5 . 0 0 ( P C ) EL E V = 2 4 6 . 1 1 T. O . C . = 2 4 6 . 6 1 PV I S T A = 0 + 6 4 . 2 7 ( P T ) EL E V = 2 4 4 . 7 8 T. O . C . = 2 4 5 . 2 8 PV I S T A = 0 + 5 4 . 4 5 ( 3 / 4 ) EL E V = 2 4 4 . 9 8 T. O . C . = 2 4 5 . 4 8 PV I S T A = 0 + 4 4 . 6 4 ( 1 / 2 ) EL E V = 2 4 5 . 3 9 T. O . C . = 2 4 5 . 8 9 PV I S T A = 0 + 3 4 . 8 2 ( 1 / 4 ) EL E V = 2 4 5 . 7 9 T. O . C . = 2 4 6 . 2 9 EXISTING GROUND @ GUTTER FINISHED GROUND @ GUTTER SW 174TH LOOP SW 175TH AVENUE -2.69% -2.00%-4.25% -4.00% -3.30% -0.50% S D S D S D S D S D SD S D SW S A B R I N A A V E N U E 2.50%2.50% 2.50%2.50% 0+ 0 0 0+ 3 3 0+ 0 0 0+ 3 3 18 + 0 0 3. 5 0 % 3. 5 0 % 4. 7 7 % 4. 7 7 % 241.58PC 2 4 1 . 7 6 P R C 241.58PC 241 . 7 4 PR C C29 C30 C31 C32 241.91PT241.91PT 238 240 250 238 240 250 -0+10 0+00 0+45 3.50%2.67%2.23%4.77% PV I S T A = 0 + 1 0 . 0 0 ( P C ) EL E V = 2 4 1 . 5 8 T. O . C . = 2 4 2 . 0 8 PV I S T A = 0 + 1 6 . 7 4 ( P R C ) EL E V = 2 4 1 . 7 6 T. O . C . = 2 4 2 . 2 6 PV I S T A = 0 + 2 3 . 4 8 ( P T ) EL E V = 2 4 1 . 9 1 T. O . C . = 2 4 2 . 4 1 SW SABRINA AVENU E SW SABRINA AV E N U E 238 240 250 238 240 250 -0+10 0+00 0+45 3.50%2.37%2.52%4.77% PV I S T A = 0 + 1 0 . 0 0 ( P C ) EL E V = 2 4 1 . 5 8 T. O . C . = 2 4 2 . 0 8 PV I S T A = 0 + 1 6 . 7 4 ( P R C ) EL E V = 2 4 1 . 7 4 T. O . C . = 2 4 2 . 2 4 PV I S T A = 0 + 2 3 . 4 8 ( P T ) EL E V = 2 4 1 . 9 1 T. O . C . = 2 4 2 . 4 1 SW SABRINA AVENU E SW SABRINA AVE N U E Construction Documents N: \ p r o j \ 3 9 5 - 0 2 9 \ 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 R 7 . d w g - S H E E T : CR 7 Oc t . 1 7 , 1 6 - 2: 1 8 P M Bo b 10/17/2016 ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design Polygon at West River Terrace 1ST SUBMITTAL DATE REVISIONS DATE DESCRIPTION EXPIRES: JUNE 30, 2018 10/17/2016 CURB RETURN DETAILS CR7SCALE 1 INCH = 10 FEET 010 5 10 CURB RETURN NO. 23 - PROFILE HORIZONTAL SCALE: 1" = 10' VERTICAL SCALE: 1" = 4' CURB RETURN NO. 24 - PROFILE HORIZONTAL SCALE: 1" = 10' VERTICAL SCALE: 1" = 4' CURB RETURN NO. 29&30 - PROFILE HORIZONTAL SCALE: 1" = 10' VERTICAL SCALE: 1" = 4' CURB RETURN NO. 31&32 - PROFILE HORIZONTAL SCALE: 1" = 10' VERTICAL SCALE: 1" = 4' SW 1 7 4 T H L O O P SW 174TH LOOP 2. 5 0 % 2. 5 0 % 2.50% 2.50% 1 + 0 0 0+ 0 0 1.57% 1.57% 6. 0 0 % 6. 0 0 % 24 7 . 1 1 PC 24 7 . 3 5 1/ 4 247 . 6 4 1/2 248.0 7 3/4 248.67PT 24 6 . 9 3 PC 247.853/4 24 8 . 7 0 PR C 2 4 7 . 0 2 P R C 24 7 . 1 8 1/ 4 249.15PT SD SD SD SD SD SD SD SD SD SD SD 24 7 . 2 6 (G B 1 ) C25 C26 C27 C28 247 . 4 5 1/2 243 250 243 250 -0+10 0+00 1+00 1.57%2.44%2.95%4.38% 6.11% 6.00% PV I S T A = 0 + 2 5 . 0 0 ( P C ) EL E V = 2 4 7 . 1 1 T. O . C . = 2 4 7 . 6 1 PV I S T A = 0 + 3 4 . 8 2 ( 1 / 4 ) EL E V = 2 4 7 . 3 5 T. O . C . = 2 4 7 . 8 5 PV I S T A = 0 + 4 4 . 6 3 ( 1 / 2 ) EL E V = 2 4 7 . 6 4 T. O . C . = 2 4 8 . 1 4 PV I S T A = 0 + 5 4 . 4 5 ( 3 / 4 ) EL E V = 2 4 8 . 0 7 T. O . C . = 2 4 8 . 5 7 PV I S T A = 0 + 6 4 . 2 7 ( P T ) EL E V = 2 4 8 . 6 7 T. O . C . = 2 4 9 . 1 7 EXISTING GROUND @ GUTTER FINISHED GROUND @ GUTTER SW 174TH LOOP 240 250 260 240 250 260 -0+10 0+00 1+00 2+00 1.57%0.60%0.60% 1.51% 3.21% 3.21% 6.00% 0.60%1.51% PV I S T A = 0 + 2 5 . 0 0 ( P C ) EL E V = 2 4 6 . 9 3 T. O . C . = 2 4 7 . 4 3 PV I S T A = 0 + 3 9 . 1 6 ( P R C ) EL E V = 2 4 7 . 0 2 T. O . C . = 2 4 7 . 5 2 PV I S T A = 0 + 6 5 . 5 2 ( 1 / 4 ) EL E V = 2 4 7 . 1 8 T. O . C . = 2 4 7 . 6 8 PV I S T A = 1 + 1 8 . 2 5 ( 3 / 4 ) EL E V = 2 4 7 . 8 5 T. O . C . = 2 4 8 . 3 5 PV I S T A = 1 + 4 4 . 6 2 ( P R C ) EL E V = 2 4 8 . 7 0 T. O . C . = 2 4 9 . 2 0 PV I S T A = 1 + 5 8 . 7 8 ( P T ) EL E V = 2 4 9 . 1 5 T. O . C . = 2 4 9 . 6 5 PV I S T A = 0 + 7 9 . 2 5 ( G B 1 ) EL E V = 2 4 7 . 2 6 T. O . C . = 2 4 7 . 7 6 PV I S T A = 0 + 9 1 . 8 9 ( 1 / 2 ) EL E V = 2 4 7 . 4 5 T. O . C . = 2 4 7 . 9 5 EXISTING GROUND @ GUTTER FINISHED GROUND @ GUTTER SW 174TH L O O P SW 174TH LOOP CURB RETURN TABLE CURVE C25 C26 C27 C28 LENGTH 39.27' 14.16' 105.45' 14.16' RADIUS 25.00' 25.00' 39.00' 25.00' DELTA 90°00'00" 32°27'42" 154°55'25" 32°27'42" CHORD 35.36' 13.98' 76.14' 13.98' BEARING N45°39'36"W N73°06'33"E N45°39'36"W S15°34'15"W START STATION END STATION 0+61.26, 14.00' L (174TH-2)0+00.00, 14.00' L (174TH-2) 0+71.61, 14.00' R (174TH-2)0+59.16, 17.99' R (174TH-2) 0+59.16, 17.99' R (174TH-2)0+02.10, 17.99' R (174TH-2) 0+02.10, 17.99' R (174TH-2)17+43.66, 14.00' R (174TH) Construction Documents N: \ p r o j \ 3 9 5 - 0 2 9 \ 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 R 8 . d w g - S H E E T : CR 8 Oc t . 1 7 , 1 6 - 2: 1 9 P M Bo b 10/17/2016 ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design Polygon at West River Terrace 1ST SUBMITTAL DATE REVISIONS DATE DESCRIPTION EXPIRES: JUNE 30, 2018 10/17/2016 CURB RETURN DETAILS CR8SCALE 1 INCH = 10 FEET 010 5 10 CURB RETURN NO. 25 - PROFILE HORIZONTAL SCALE: 1" = 10' VERTICAL SCALE: 1" = 4' CURB RETURN NO. 26-28 - PROFILE HORIZONTAL SCALE: 1" = 10' VERTICAL SCALE: 1" = 4' SW 1 7 2 N D A V E N U E SW UMBER SPRINGS LANE 2.50% 2.50% 2. 5 0 % 2. 5 0 % 1+00 2+00 2+ 7 5 3. 5 7 % 4. 3 6 % 0.72% 0.72% 254.46PC 254 . 1 1 1/4 2 5 3 . 9 4 1 / 2 2 5 3 . 9 3 3 / 4 25 4 . 0 4 PT 25 4 . 1 1 PT 254. 3 4 PRC 253.971/4 2 5 3 . 7 6 1 / 2 2 5 3 . 8 2 3 / 4 25 4 . 0 1 PR C S D S D S D S D S D SD SD SD SD SD S D SD SD SD S D S D 2 5 3 . 6 9 ( L P ) 2 5 3 . 9 1 ( L P ) 253 . 8 6 3/8 254.07 1/8 2 5 3 . 7 3 5 / 8 25 3 . 9 2 7/ 8 25 4 . 0 6 1/ 2 254.53 1/2 254.84PC C33 C34 C35 C36 248 250 260 248 250 260 -0+10 0+00 1+00 -3.57% -3.56%1.08%0.72% -1.73%-0.58%0.53% PV I S T A = 0 + 2 5 . 0 0 ( P C ) EL E V = 2 5 4 . 4 6 T. O . C . = 2 5 4 . 9 6 PV I S T A = 0 + 3 4 . 8 2 ( 1 / 4 ) EL E V = 2 5 4 . 1 1 T. O . C . = 2 5 4 . 6 1 PV I S T A = 0 + 6 4 . 2 7 ( P T ) EL E V = 2 5 4 . 0 4 T. O . C . = 2 5 4 . 5 4 PV I S T A = 0 + 4 4 . 6 3 ( 1 / 2 ) EL E V = 2 5 3 . 9 4 T. O . C . = 2 5 4 . 4 4 PV I S T A = 0 + 4 9 . 8 4 ( L P ) EL E V = 2 5 3 . 9 1 T. O . C . = 2 5 4 . 4 1 PV I S T A = 0 + 5 4 . 4 5 ( 3 / 4 ) EL E V = 2 5 3 . 9 3 T. O . C . = 2 5 4 . 4 3 EXISTING GROUND @ GUTTER FINISHED GROUND @ GUTTER SW UMBER SPRINGS LANE SW 172ND AVENUE 245 250 260 245 250 260 -0+10 0+00 1+00 2+00 -4.36% 0.72% 0.72%-0.79%0.72%0.72%0.72%-0.79%-0.79% -2.07%-0.79% -4.36%-2.66% 0.72%0.72% PV I S T A = 0 + 2 5 . 0 0 ( P C ) EL E V = 2 5 4 . 8 4 T. O . C . = 2 5 5 . 3 4 PV I S T A = 1 + 1 8 . 2 5 ( 3 / 4 ) EL E V = 2 5 3 . 8 2 T. O . C . = 2 5 4 . 3 2 PV I S T A = 1 + 0 0 . 3 0 ( L P ) EL E V = 2 5 3 . 6 9 T. O . C . = 2 5 4 . 1 9 PV I S T A = 1 + 0 5 . 0 7 ( 5 / 8 ) EL E V = 2 5 3 . 7 3 T. O . C . = 2 5 4 . 2 3 PV I S T A = 1 + 3 1 . 4 4 ( 7 / 8 ) EL E V = 2 5 3 . 9 2 T. O . C . = 2 5 4 . 4 2 PV I S T A = 1 + 4 4 . 6 2 ( P R C ) EL E V = 2 5 4 . 0 1 T. O . C . = 2 5 4 . 5 1 PV I S T A = 0 + 7 8 . 7 1 ( 3 / 8 ) EL E V = 2 5 3 . 8 6 T. O . C . = 2 5 4 . 3 6 PV I S T A = 0 + 9 1 . 8 9 ( 1 / 2 ) EL E V = 2 5 3 . 7 6 T. O . C . = 2 5 4 . 2 6 PV I S T A = 0 + 5 2 . 3 4 ( 1 / 8 ) EL E V = 2 5 4 . 0 7 T. O . C . = 2 5 4 . 5 7 PV I S T A = 0 + 6 5 . 5 3 ( 1 / 4 ) EL E V = 2 5 3 . 9 7 T. O . C . = 2 5 4 . 4 7 PV I S T A = 0 + 3 2 . 0 8 ( 1 / 2 ) EL E V = 2 5 4 . 5 3 T. O . C . = 2 5 5 . 0 3 PV I S T A = 0 + 3 9 . 1 6 ( P R C ) EL E V = 2 5 4 . 3 4 T. O . C . = 2 5 4 . 8 4 PV I S T A = 1 + 5 1 . 7 0 ( 1 / 2 ) EL E V = 2 5 4 . 0 6 T. O . C . = 2 5 4 . 5 6 PV I S T A = 1 + 5 8 . 7 8 ( P T ) EL E V = 2 5 4 . 1 1 T. O . C . = 2 5 4 . 6 1 EXISTING GROUND @ GUTTER FINISHED GROUND @ GUTTER SW 172ND AVE N U E SW UMBER SPRINGS LANE CURB RETURN TABLE CURVE C33 C34 C35 C36 LENGTH 14.16' 105.45' 14.16' 39.27' RADIUS 25.00' 39.00' 25.00' 25.00' DELTA 32°27'42" 154°55'25" 32°27'42" 90°00'00" CHORD 13.98' 76.14' 13.98' 35.36' BEARING N16°53'27"W N44°20'24"E S74°25'45"E S44°20'24"W START STATION END STATION 17+21.92, 14.00' L (172ND)2+72.42, 17.99' R (UMBER SPRINGS) 2+72.42, 17.99' R (UMBER SPRINGS)2+15.36, 17.99' R (UMBER SPRINGS) 2+15.36, 17.99' R (UMBER SPRINGS)2+02.91, 14.00' R (UMBER SPRINGS) 2+74.52, 14.00' L (UMBER SPRINGS)2+13.26, 14.00' L (UMBER SPRINGS) Construction Documents N: \ p r o j \ 3 9 5 - 0 2 9 \ 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 R 9 . d w g - S H E E T : CR 9 Oc t . 1 7 , 1 6 - 2: 2 0 P M Bo b 10/17/2016 ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design Polygon at West River Terrace 1ST SUBMITTAL DATE REVISIONS DATE DESCRIPTION EXPIRES: JUNE 30, 2018 10/17/2016 CURB RETURN DETAILS CR9SCALE 1 INCH = 10 FEET 010 5 10 CURB RETURN NO. 36 - PROFILE HORIZONTAL SCALE: 1" = 10' VERTICAL SCALE: 1" = 4' CURB RETURN NO. 33-35 - PROFILE HORIZONTAL SCALE: 1" = 10' VERTICAL SCALE: 1" = 4' SW UMBER SPRINGS LANE SW 1 7 1 S T A V E N U E 2. 5 0 % 2. 5 0 % 2.50% 2.50% 1 + 0 0 0.72% 3. 1 3 % 4. 3 0 % 0.72% 25 5 . 1 4 PC 25 5 . 2 5 1/ 4 255 . 3 6 1/2 255.6 1 3/4 255.91PT 25 5 . 3 5 1/ 4 255 . 5 4 1/2 255.743/4 256.24PT 25 5 . 9 3 PR C 25 5 . 0 6 PC 2 5 5 . 1 6 P R C S D S D S D S D S D S D S D SD SD SD SD SD SD SD 25 5 . 4 5 3/ 8 256.0 4 1/2 255.83 7/8 255.6 4 5/8 2 5 5 . 2 6 1 / 8 2 5 5 . 1 1 1 / 2 C37 C38 C39 C40 250 260 250 260 -0+10 0+00 1+00 0.72%1.11%1.20%2.48%3.07% 3.13% PV I S T A = 0 + 2 5 . 0 0 ( P C ) EL E V = 2 5 5 . 1 4 T. O . C . = 2 5 5 . 6 4 PV I S T A = 0 + 3 4 . 8 2 ( 1 / 4 ) EL E V = 2 5 5 . 2 5 T. O . C . = 2 5 5 . 7 5 PV I S T A = 0 + 4 4 . 6 3 ( 1 / 2 ) EL E V = 2 5 5 . 3 6 T. O . C . = 2 5 5 . 8 6 PV I S T A = 0 + 5 4 . 4 5 ( 3 / 4 ) EL E V = 2 5 5 . 6 1 T. O . C . = 2 5 6 . 1 1 PV I S T A = 0 + 6 4 . 2 7 ( P T ) EL E V = 2 5 5 . 9 1 T. O . C . = 2 5 6 . 4 1 EXISTING GROUND @ GUTTER FINISHED GROUND @ GUTTER SW UMBER SPRINGS LANE SW 171ST AVENUE 250 260 270 250 260 270 -0+10 0+00 1+00 2+00 0.72% 4.30% 0.72%0.72% 1.57%2.87%0.72%0.72%0.72%0.72% 0.72%0.72%0.72%0.72% PV I S T A = 0 + 2 5 . 0 0 ( P C ) EL E V = 2 5 5 . 0 6 T. O . C . = 2 5 5 . 5 6 PV I S T A = 0 + 7 8 . 7 1 ( 3 / 8 ) EL E V = 2 5 5 . 4 5 T. O . C . = 2 5 5 . 9 5 PV I S T A = 0 + 9 1 . 8 9 ( 1 / 2 ) EL E V = 2 5 5 . 5 4 T. O . C . = 2 5 6 . 0 4 PV I S T A = 1 + 5 1 . 7 0 ( 1 / 2 ) EL E V = 2 5 6 . 0 4 T. O . C . = 2 5 6 . 5 4 PV I S T A = 1 + 5 8 . 7 8 ( P T ) EL E V = 2 5 6 . 2 4 T. O . C . = 2 5 6 . 7 4 PV I S T A = 1 + 3 1 . 4 4 ( 7 / 8 ) EL E V = 2 5 5 . 8 3 T. O . C . = 2 5 6 . 3 3 PV I S T A = 1 + 4 4 . 6 2 ( P R C ) EL E V = 2 5 5 . 9 3 T. O . C . = 2 5 6 . 4 3 PV I S T A = 1 + 0 5 . 0 7 ( 5 / 8 ) EL E V = 2 5 5 . 6 4 T. O . C . = 2 5 6 . 1 4 PV I S T A = 1 + 1 8 . 2 5 ( 3 / 4 ) EL E V = 2 5 5 . 7 4 T. O . C . = 2 5 6 . 2 4 PV I S T A = 0 + 5 2 . 3 5 ( 1 / 8 ) EL E V = 2 5 5 . 2 6 T. O . C . = 2 5 5 . 7 6 PV I S T A = 0 + 6 5 . 5 3 ( 1 / 4 ) EL E V = 2 5 5 . 3 5 T. O . C . = 2 5 5 . 8 5 PV I S T A = 0 + 3 2 . 0 8 ( 1 / 2 ) EL E V = 2 5 5 . 1 1 T. O . C . = 2 5 5 . 6 1 PV I S T A = 0 + 3 9 . 1 6 ( P R C ) EL E V = 2 5 5 . 1 6 T. O . C . = 2 5 5 . 6 6 EXISTING GROUND @ GUTTER FINISHED GROUND @ GUTTER SW UMBER SPRINGS LANE SW 171ST AVENUE CURB RETURN TABLE CURVE C37 C38 C39 C40 LENGTH 39.27' 14.16' 105.45' 14.16' RADIUS 25.00' 25.00' 39.00' 25.00' DELTA 90°00'00" 32°27'42" 154°55'23" 32°27'40" CHORD 35.36' 13.98' 76.14' 13.98' BEARING N45°39'35"W N73°06'33"E N45°39'37"W S15°34'14"W START STATION END STATION 0+61.26, 14.00' L (UMBER SPRINGS)0+00.00, 14.00' L (UMBER SPRINGS) 0+71.61, 14.03' R (UMBER SPRINGS)0+59.16, 18.02' R (UMBER SPRINGS) 0+59.16, 18.02' R (UMBER SPRINGS)0+02.12, 17.99' R (UMBER SPRINGS) 0+02.12, 17.99' R (UMBER SPRINGS)17+21.84, 14.00' R (171ST) Construction Documents N: \ p r o j \ 3 9 5 - 0 2 9 \ 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 R 1 0 . d w g - S H E E T : CR 1 0 Oc t . 1 7 , 1 6 - 2: 2 2 P M Bo b 10/17/2016 ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design Polygon at West River Terrace 1ST SUBMITTAL DATE REVISIONS DATE DESCRIPTION EXPIRES: JUNE 30, 2018 10/17/2016 CURB RETURN DETAILS CR10SCALE 1 INCH = 10 FEET 010 5 10 CURB RETURN NO. 37 - PROFILE HORIZONTAL SCALE: 1" = 10' VERTICAL SCALE: 1" = 4' CURB RETURN NO. 38-40 - PROFILE HORIZONTAL SCALE: 1" = 10' VERTICAL SCALE: 1" = 4' PT 3/4Δ 1/2Δ 1/4Δ (HIGH SIDE) (LOW SIDE) 2 % 2%LANDING 5' X 5' MIN. 5% 2% 8 . 3 % M A 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 DTL1 STREET DETAILS Construction Documents N: \ p r o j \ 3 9 5 - 0 2 9 \ 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 \ 3 9 5 0 2 9 . ( D T L ) D E T A I L S . d w g - S H E E T : DT L 1 - S T R E E T Oc t . 1 7 , 1 6 - 2: 2 2 P M Bo b 10/17/2016 ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design Polygon at West River Terrace 1ST SUBMITTAL DATE REVISIONS DATE DESCRIPTION EXPIRES: JUNE 30, 2018 10/17/2016 PAVEMENT SECTION NOT TO SCALE 2 COMPACTED SUBGRADE SOILS 95% OF MODIFIED PROCTOR 15" BASE ROCK 2"- (3/4"-0) LEVELING COURSE 13"- (1 1/2"-0) AGGREGATE BASE 95% OF MODIFIED PROCTOR ASTM D1557 4" ASPHALT CONCRETE LEVEL 3, 1/2" DENSE GRADED HMAC - TWO LIFTS COMPACTED TO 92% OF MAMD SABRINA AVE & JEAN LOUISE RD WHEELCHAIR RAMP STANDARD CORNER NOT TO SCALE 3 PAVEMENT SECTION NOT TO SCALE 1 COMPACTED SUBGRADE SOILS 95% OF MODIFIED PROCTOR 9" BASE ROCK 2"- (3/4"-0) LEVELING COURSE 7"- (1 1/2"-0) AGGREGATE BASE 95% OF MODIFIED PROCTOR ASTM D1557 3-1/2" ASPHALT CONCRETE LEVEL 3, 1/2" DENSE GRADED HMAC - TWO LIFTS COMPACTED TO 92% OF MAMD DTL2 STREET DETAILS (2) Construction Documents N: \ p r o j \ 3 9 5 - 0 2 9 \ 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 \ 3 9 5 0 2 9 . ( D T L ) D E T A I L S . d w g - S H E E T : DT L 2 - S T R E E T Oc t . 1 7 , 1 6 - 2: 4 2 P M Bo b 10/17/2016 ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design Polygon at West River Terrace 1ST SUBMITTAL DATE REVISIONS DATE DESCRIPTION EXPIRES: JUNE 30, 2018 10/17/2016 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 DTL3 SEWER DETAILS Construction Documents N: \ p r o j \ 3 9 5 - 0 2 9 \ 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 \ 3 9 5 0 2 9 . ( D T L ) D E T A I L S . d w g - S H E E T : DT L 3 - S E W E R Oc t . 1 7 , 1 6 - 2: 2 3 P M Bo b 10/17/2016 ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design Polygon at West River Terrace 1ST SUBMITTAL DATE REVISIONS DATE DESCRIPTION EXPIRES: JUNE 30, 2018 10/17/2016 SECTION VIEW COVER BACK PICKHOLE DETAIL PLAN VIEW S T O R M D R A I N D U M P N O WAST E ! D RAINS TO S T R E A M SEE DETAIL #110 FOR MANHOLE FRAME SPECIFICATIONS. DTL4 SEWER DETAILS (2) Construction Documents N: \ p r o j \ 3 9 5 - 0 2 9 \ 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 \ 3 9 5 0 2 9 . ( D T L ) D E T A I L S . d w g - S H E E T : DT L 4 - S E W E R Oc t . 1 7 , 1 6 - 2: 2 3 P M Bo b 10/17/2016 ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design Polygon at West River Terrace 1ST SUBMITTAL DATE REVISIONS DATE DESCRIPTION EXPIRES: JUNE 30, 2018 10/17/2016 DTL5 SEWER DETAILS (3) Construction Documents N: \ p r o j \ 3 9 5 - 0 2 9 \ 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 \ 3 9 5 0 2 9 . ( D T L ) D E T A I L S . d w g - S H E E T : DT L 5 - S E W E R Oc t . 1 7 , 1 6 - 2: 2 3 P M Bo b 10/17/2016 ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design Polygon at West River Terrace 1ST SUBMITTAL DATE REVISIONS DATE DESCRIPTION EXPIRES: JUNE 30, 2018 10/17/2016 NOTE: ALL COMPACTTION REQUIREMENTS PER AASHTO T-99 AND ODOT/APWA SPEC 00405. STANDARD CAST IRON GRATE THE LYNCH CO. 27" 27 " SECTION STANDARD CATCH BASIN PLAN VIEW 1. 2. 3. 4. 5. 6. 7. SUPPORT UNDER GRATE FRAME. LOADING CATCH BASINS WITHOUT PROPER MANUFACTURER DOES NOT RECOMMEND STANDARD DEPTHS : 30", 36", 42", 48" TO BE GREATER OR EQUAL TO AREA OPENING ON BOTTOM OF WATERSEAL COATED INSIDE AND OUT WITH 2" THICK HEAVY DUTY CAST IRON 10 GA STEEL MINIMUM THICKNESS. ALL WELDED STEEL CONSTRUCTION. IN OUTLET PIPE. SPECIFICATIONS ASPHALTIC PAINT. GRATE. 24" x 24" 21 2" 48 " 6" M i n 12 " 12" No Hub 24 " M i n C o d e 12 " 28 " 28" 1/4" Pl STEEL ALTERNATE THICKNESS. DWG#REV CLIFF BEHREND DATE REV ph (503)-236-3825 fax (503)-238-4550 D JOB# THE DWG# SHEET CO INC. INVERT ELEVATION D R A I N A G E D E T A I L S 2B - 2 1" R o d O r T u b i n g Le v e l L i n e Li f t H a n d l e At t a c h m e n t F. L . ( I n ) F. L . ( O u t ) Ou t l e t P i p e D i a m e t e r ( I n . ) Nu m b e r O f O r i f i c e Di a m e t e r O f O r i f i c e A ( I n . ) Di a m e t e r O f O r i f i c e B ( I n . ) Ov e r f l o w E l e v a t i o n Ri m E l e v a t i o n Ri s e r D i a m e t e r ( I n . ) NT S LI F T H A N D L E D E T A I L FR O N T SH E A R G A T E AS M A N U F A C T U R E D B Y K E N N E D Y V A L V E O R E Q U A L SI D E MA X I M U M O P E N I N G OF G A T E D E T A I L L e v e l L i n e Di a m e t e r O f M a n h o l e ( I n . ) Di a m e t e r O f O r i f i c e C ( I n ) Or i f i c e A E l e v a t i o n Or i f i c e B E l e v a t i o n Or i f i c e C E l e v a t i o n Ad j u s t a b l e L o c k Ho o k W i t h L o c k Sc r e w FL O W C O N T R O L ST R U C T U R E T A B L E FL O W C O N T R O L S T R U C T U R E D E T A I L M i n St e p s o r la d d e r Re m o v a b l e Wa t e r t i g h t Co u p l i n g Gr o u t e d BB A A M i n Ma n h o l e R i n g A n d C o v e r Wi t h L o c k i n g B o l t s , M a r k e d " D R A I N " Se e E L B O W D E T A I L 2 4 " 2 4 " 6" M I N 6" M I N 4 " M i n 12 " M a x Re s t r i c t o r P l a t e W i t h Or i f i c e B & C (W h e n S p e c i f i e d ) Ba f f l e W a l l Or i f i c e A E l e v a t i o n Ov e r f l o w El e v a t i o n Sh e a r G a t e Li f t H a n d l e 8" S h e a r G a t e Se e D e t a i l Ba f f l e W a l l Or i f i c e C E l e v a t i o n (W h e n S p e c i f i e d ) Or i f i c e B E l e v a t i o n (W h e n S p e c i f i e d ) 18 " x 1 8 " x ‚ " S t a i n l e s s St e e l P l a t e †" D i a . H o l e F o r " S t a i n l e s s St e e l E x p a n s i o n B o l t s , 1ƒ " E m b d e d m e n t In l e t / O u t p i p e Se e P l a n A n d P r o f i l e s Re s t r i c t o r P l a t e O r i f i c e " A " (S e e T a b l e A n d D e t a i l ) Di a . - S e e T a b l e Di a / 2 1" T y p . 1" T y p . Or i f i c e " A " (S e e T a b l e ) PL A N RE S T R I C T O R P L A T E , O R I F I C E " A " EL B O W D E T A I L EL E V A T I O N SE C T I O N A - A SE C T I O N B - B 12 " D i a m e t e r H o l e NO T E S : 1. BA F F L E W A L L S H A L L H A V E # 4 B A R A T 1 2 " S P A C I N G E A C H W A Y . 2. PR E C A S T B A F F L E S H A L L B E K E Y E D A N D G R O U T E D I N P L A C E . JO I N T B E T W E E N C O N C R E T E B A F F L E A N D M A N H O L E W A L L S H A L L B E W A T E R T I G H T . 3. UP P E R F L O W O R I F I C E S H A L L B E A L U M I N U M , A L U M I N I Z E D S T E E L O R G A L V A N I Z E D ST E E L . G A L V A N I Z E D S T E E L S H A L L H A V E T R E A T M E N T 1 . 4. FR A M E A N D L A D D E R O R S T E P S A R E T O B E O F F S E T S O T H A T : S H E A R G A T E IS V I S I B L E F R O M T H E T O P ; C L I M B - D O W N S P A C E I S C L E A R O F R I S E R A N D G A T E ; F R A M E I S C L E A R O F C U R B . 5. MU L T I - O R I F I C E E L B O W S S H A L L B E P R E I N S T A L L E D T O I N S U R E L A D D E R C L E A R A N C E . 6. RE S T R I C T O R P L A T E W I T H O R I F I C E A S S P E C I F I E D I N T H E C O N T R A C T . O P E N I N G I S T O B E CU T R O U N D A N D S M O O T H . N E O P R E N E G A S K E T S H A L L B E I N S T A L L E D B E T W E E N T H E OR I F I C E P L A T E A N D C O N C R E T E B A F F L E T O P R O V I D E A W A T E R T I G H T S E A L . 7. SH E A R G A T E S H A L L B E M A D E O F A L U M I N U M A L L O Y I N A C C R D A N C E W I T H A S T M B 2 6 M A N D A S T M B 2 7 5 , D E S I G N A T I O N Zg 3 2 A 0 R C A S T I R O N I N A C C O R D A N C E W I T H A S T M A 4 8 , C L A S S 3 0 B . L I F T H A N D L E M A Y B E S O L I D R O D O R H O L L O W TU B I N G W I T H A D J U S T A B L E H O O K A S R E Q U I R E D . N E O P R E N E R U B B E R G A S K E T R E R Q U I R E D B E T W E E N R I S E R MO U N T I N G F L A N G E A N D G A T E F L A N G E . M A T I N G S U R F A C E S O F L I D A N D B O D Y S H A L L B E M A C H I N E D F O R P R O P E R F I T . FL A N G E M O U N T I N G B O L T S S H A L L B E . . . . . " D I A M E T E R S T A I N L E S S S T E E L . 8. SH E A R G A T E M A X I M U M O P E N I N G S H A L L B E C O N T R O L L E D B Y L I M I T E D H I N G E M O V E M E N T , S T O P T A B OR S O M E O T H E R D E V I S E . 9. AL T E R N A T E S H E A R G A T E S D E S I G N S A R E A C C E P T A B L E , I F M A T E R I A L S P E C I F I C A T I O N S A R E M E T A N D F L A N G E BO L T P A T T E R N M A T C H E S . 10 . MA N H O L E C E R T I F I C A T I O N R E Q U I R E D F O R T R A F F I C L O A D I N G . F. L . I N F. L . O U T 72 23 0 . 2 8 22 9 . 5 4 18 1 22 7 . 5 4 2. 2 8 5 23 9 . 0 0 24 1 . 0 9 2 19 . 8 1. 8 No t c h H e i g h t ( i n ) No t c h W i d t h ( i n ) 1.8" WIDE x 19.8" LONG NOTCH CUT IN STEEL PLATE CENTERED OVER NOTCH IN CONCRETE BAFFLE WALL TOP OF WIER WALL ELEV=239.00' WEIR PLATE DETAIL NOT TO SCALE 4" WIDE x 24" LONG NOTCH CUT IN CONCRETE WEIR WALL ** T H E T O P O F T H E B A F F L E W A L L S H A L L B E N O T C H E D A N D H A V E A W E I R P L A T E P E R D E T A I L , T H I S S H E E T . 12" WIDE x 30" LONG STAINLESS STEEL PLATE BOLT STEEL PLATE TO WALL WITH STAINLESS STEEL HARDWARE - 6 EA 23 0 . 1 0 23 0 . 0 0 24 1 . 1 3 18" Ø PERFORATED STORM OUTLET DISSIPATOR PIPE ALONG TOP OF FOOTING REFER TO CONTECH "CONTRACTOR INSTALLED PIPE THROUGH BRIDGECOR STRUCTURE" DETAIL PER SHEET DTL6 BRIDGECOR STRUCTURE FOOTING REFER TO SHEET 22.1 FOR OUTFALL PIPE CONTINUATION A A SECTION A-A18" Ø PERFORATED STORM OUTLET DISSIPATOR PIPE ALONG TOP OF FOOTING. CAP AND RESTRAIN PIPE ENDS. FOOTING 18" Ø OUTFALL PIPE TEE FOOTING NO CORED HOLES OPPOSITE OF TEE DRILL HOLES ALONG 18" PIPE ·3" DIAMETER HOLES ·4 1/2" SPACING 3'-0"3'-0"BRIDGECOR STRUCTURE CONCRETE COLLAR DTL6 SEWER DETAILS (4) Construction Documents N: \ p r o j \ 3 9 5 - 0 2 9 \ 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 \ 3 9 5 0 2 9 . ( D T L ) D E T A I L S . d w g - S H E E T : DT L 6 - S E W E R Oc t . 1 7 , 1 6 - 2: 2 3 P M Bo b 10/17/2016 ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design Polygon at West River Terrace 1ST SUBMITTAL DATE REVISIONS DATE DESCRIPTION EXPIRES: JUNE 30, 2018 10/17/2016 PIPE DISSIPATOR TEE DETAIL NOT TO SCALE DTL7 WATER DETAILS Construction Documents N: \ p r o j \ 3 9 5 - 0 2 9 \ 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 \ 3 9 5 0 2 9 . ( D T L ) D E T A I L S . d w g - S H E E T : DT L 7 - W A T E R Oc t . 1 7 , 1 6 - 2: 2 3 P M Bo b 10/17/2016 ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design Polygon at West River Terrace 1ST SUBMITTAL DATE REVISIONS DATE DESCRIPTION EXPIRES: JUNE 30, 2018 10/17/2016 1" X 1" 12"12" SECTION A-A SECTION B-B TOP VIEW VAULT FLOOR ELEV=229.5' 8'-0" NOMINAL 18" 30" MIN 2'-3" 2'-3" 4'-0" 6'-93 4" 8"8" MIN 1'-0" 6'-6" 6'-10" 16' NOMINAL 6'-93 4" 2'-31 2" TYP 2'-81 2" HALF CIRCLE LOUVER SCREEN 15 INCH RADIUS2' DIA CORE 2 EA 2'-3" 2'-3" 3 4" x 7" KEY EA. WALL 6" THICK PARTITION WALL ACCESS FRAME AND GRATES EACH HOLDS 6 GRATES (TYP) B B A NON-SHRINK GROUT LEVELING COURSE 8"8" MIN 9" NOMINAL 10'-0" 9" NOMINAL TOP PARTITION WALL A 3" X 5/8" Ø THREADED INSERT CAST IN WALL AT 12" ON CENTER ALL 4 SIDES OF VAULT #5 GRADE 60 REBAR AROUND PERIMETER OF VAULT 5/8" X 16" THREADED ROD TOP OF GRATE (ALL THREE) ELEV=241.0' GRATE SLABS TOP PARTITION WALL ELEV=238.5' NON-SHRINK GROUT LEVELING COURSE INSTALL 30F SNOUT WITH 1" ANTI-SIPHON PER DETAIL THIS SHEET 10" Ø STORM OUTLET TO WATER QUALITY SWALE USE OVERSIZED CORE HOLE TO ACCOMMODATE PIPE ANGLE 18" Ø STORM HIGH FLOW OUTLET 18"Ø STORM 235.0' INVERT IN VAULT FLOOR ELEV=229.5' HALF CIRCLE LOUVER SCREEN 15 INCH RADIUS 9' TALL 2-EACH SEE DETAIL THIS SHEET SEDIMENT STORAGE = 374 FT3 TOP OF GRATE (ALL THREE) ELEV=240.0' 2' DIA CORE 10"Ø STORM OUTLET TO WATER QUALITY SWALE 233.7' INVERT OUT STATIC POOL ELEV=233.7'10" TEE & 2-10" CAPS. CUT 7-11/16" DIAMETER ORIFICE IN BOTTOM CAPSEDIMENT STORAGE = 156 FT3 1"Ø ANTI-SYPHON. DRILL AND TAP 10" TEE. INSTALL 1" THREADED 10" LONG PVC RISER WITH 2- 90° BENDS SHIM AND STRAP RISER TO VAULT WALL 18"Ø STORM HIGH FLOW OUTLET 234.7' INVERT OUT 18" Ø INLET 2'-0" 24" CORE 2 EACH IN PARTITION WALL 9'-0" 4'-0" 10"Ø STORM OUT 240.92 240.92 1/4" TYP.5/8" X 3" BOLTS 2 EACH END 2 1/2" 3" SECTION A-A SECTION B-BPLAN B B 13 1/2" CROSS BARS 3/8" ROUND 2' - 8 " 2 1/2" 2" 8 R O U N D B A R S ON 4 " C E N T E R S 2" 2" 3/8" X 2 1/2" FLAT BARS AT 1 7/8" ON CENTER 3/8" X 2" FLAT BARS EACH END 3/16" TYPICAL BOTH ENDS OUTER BARS AND EVERY SECOND INNER BAR 2 1/2" x 1/2" SQ. EDGE FLAT BAR 6'-10 3/4" 2' - 8 1 / 2 " 3/ 4 " TYP. 3" X 2 1/2" X 3/8" ANGLE 3/4" PLAN A A 2' - 8 " NOTE: FRAME AND GRATE TO BE NEW STRUCTURAL ASTM A-36 FLAT BAR STEEL OR APPROVED EQUAL. 6 SPACES @ 13 5/8"=81 3/4" (6 GRATES REQ'D PER FRAME) 2 1/2" x 1/2" SQ. EDGE FLAT BAR 6'-11 3/4" DTL8 TREATMENT VAULT DETAILS Construction Documents N: \ p r o j \ 3 9 5 - 0 2 9 \ 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 \ 3 9 5 0 2 9 . ( D T L ) D E T A I L S . d w g - S H E E T : DT L 8 - V A U L T Oc t . 1 7 , 1 6 - 2: 2 3 P M Bo b 10/17/2016 ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design Polygon at West River Terrace 1ST SUBMITTAL DATE REVISIONS DATE DESCRIPTION EXPIRES: JUNE 30, 2018 10/17/2016 HORIZONTAL SCALE: 1"=3' 8'x16' VAULT DETAIL NOT TO SCALE Ø30" - HALF PIPE SCREEN 1. ALL BASE PIPE MANUFACTURED ACCORDING TO ASTM A778-1 2. ALL MATERIALS TO BE 304 SS UNLESS OTHERWISE NOTED 3. ALL WELDING PROCEDURES TO FOLLOW GENERAL SHOP PRACTICES 4. ALL DIMENSIONS IN INCHES UNLESS OTHERWISE NOTED 5. LOUVERS TO BE ORIENTED TO FACE DOWNWARD 6. FRACTIONAL TOLERANCES ± 1 16" X.X ± 1 16" X.XX ± 1 32" GENERAL NOTES: 1-1 2" ID LIFTING EYELETS HALF PIPE Ø30"-1 2 OD, 1 4 WALL 304 S.S. PIPE TEN ROWS OF LOUVERS AT 22.5° APART 0.200" OPENING SIZE, 2-1 2" MINIMUM LENGTH LAST LOUVER NEAR TO GROUND LEVEL 2" 6" Ø 9 16" 10" TYP 108" 2 1 2" 4" 15 1 4" 38 1 2" 1 1 2" 1 4" TOP VIEW FRONT VIEW HORIZONTAL SCALE: 1"=2' VAULT ACCESS GRATE & FRAME 1 8 2 8 3 8 4 8 SNOUT DETAIL NOT TO SCALE 30-INCH DIAMETER HALF-ROUND STAINLESS STEEL SCREEN MANUFACTURED BY: ROSCOE MOSS COMPANY OR APPROVED EQUAL. ROSCOE MOSS 4360 WORTH STREET LOS ANGELES, CA 90063 TEL: 323-263-4111 CELL: 323-791-0389 FAX: 323-263-4497 ATTENTION KEVIN MCGILLICUDDY, P.G. kmc@roscoemoss.com 3 SCALE 1 INCH = 3 FEET 0 4.5 6 3 SCALE 1 INCH = 3 FEET 0 4.5 6 LOCATE LIFTING EYELETS SO SCREEN HANGS VERTICALLY DURING INSTALLATIONS 2-1/2" X 2-1/2" X 1/2" WELDED ANGLE TOP AND BOTTOM OF SCREEN REMOVABLE STRUT AT TOP OF SCREEN IF NEEDED DURING SHIPPING. STRUT AT BASE OF SCREEN TO REMAIN. NOT TO SCALE Ø30" - STANDPIPE 1. ALL BASE PIPE MANUFACTURED ACCORDING TO ASTM 2. ALL MATERIALS TO BE COR-TEN UNLESS OTHERWISE NOTED 3. ALL WELDING PROCEDURES TO FOLLOW GENERAL SHOP PRACTICES 4. ALL DIMENSIONS IN INCHES UNLESS OTHERWISE NOTED 5. LOUVERS TO BE ORIENTED TO FACE DOWNWARD 6. FRACTIONAL TOLERANCES ± 1 16" X.X ± 1 16" X.XX ± 1 32" GENERAL NOTES: PIPE Ø30" OD, 5 16" WALL COR-TEN STEEL PIPE 20 ROWS OF LOUVERS 0.200" OPENING SIZE, 2-1 2" MINIMUM LENGTH LAST LOUVER NEAR TO GROUND LEVEL 8' 2 1 2" 15 1 4"1 1 2" 1 4" TOP VIEW FRONT VIEW 5 8 30-INCH DIAMETER ROUND STAINLESS STEEL SCREEN MANUFACTURED BY: ROSCOE MOSS COMPANY OR APPROVED EQUAL. ROSCOE MOSS 4360 WORTH STREET LOS ANGELES, CA 90063 TEL: 323-263-4111 CELL: 323-791-0389 FAX: 323-263-4497 ATTENTION KEVIN MCGILLICUDDY, P.G. kmc@roscoemoss.com 4' X 4' X 1' CONCRETE FOUNDATION. ORIENT EDGE OF FOUNDATION PERPENDICULAR TO INLET PIPE LOCATE LIFTING EYELETS SO SCREEN HANGS VERTICALLY DURING INSTALLATIONS 4" X 4" X 1/2" ANGLE WITH 9/16" Ø HOLE WELDED TO BASE OF STANDPIPE (4 EA) 1-1 2" ID LIFTING EYELETS WELD 3' LONG, 25.8" O.D. PIPE STUB TO BASE OF STANDPIPE. MINIMUM WALL THICKNESS OF STUB TO BE 0.34". INSTALL BEEHIVE GRATE ON TOP OF STANDPIPE. MODIFY GRATE AS NEEDED TO ACCOMMODATE LIFTING LUGS DTL9 WATER DETAILS Construction Documents N: \ p r o j \ 3 9 5 - 0 2 9 \ 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 \ 3 9 5 0 2 9 . ( D T L ) D E T A I L S . d w g - S H E E T : DT L 9 - S T A I R Oc t . 1 7 , 1 6 - 2: 2 4 P M Bo b 10/17/2016 ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design Polygon at West River Terrace 1ST SUBMITTAL DATE REVISIONS DATE DESCRIPTION EXPIRES: JUNE 30, 2018 10/17/20161" COMBINATION AIR AND VACUUM VALVE NOT TO SCALE 1 2" COMBINATION AIR AND VACUUM VALVE NOT TO SCALE 2 SW S A B R I N A A V E N U E SW 1 7 2 N D A V E N U E SW 1 7 1 S T A V E N U E SW 1 7 4 T H L O O P SW 1 7 5 T H A V E N U E SW R O Y R O G E R S R O A D ( C . R . N O . 3 1 5 0 ) SW UMBER SPRINGS LANE SW 174TH LOOP SW JEAN LOUISE ROAD SW S I L E N T F O X T E R R A C E SW RO C K Y R A M B L E L A N E B 2 1 S 3 B 3 1 S 4 B 3 1 S 6 B 3 1 S 7 B 3 1 S 8 B 3 1 S 10 3 1 S 43 1 S 6 3 1 S 7 3 1 S 83 1 S 10 A A A 5 14 S 14 S 14 S 14 S 13 S 13 S 4 S56 S 13 S 13 S 13 S 13 S 13 S 13 S 98 S910 S 124 S 1211 S 11 S 13 S 13 S 13 S 13 S 13 S 13 S 13 S13 S A A A A SW 1 7 5 T H CO U R T SS1 SIGNAGE AND STRIPING PLAN SCALE 1 INCH = 50 FEET 50 25 500 Construction Documents N: \ p r o j \ 3 9 5 - 0 2 9 \ 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 \ 3 9 5 0 2 9 . ( S S 1 ) S I G N . d w g - S H E E T : SS 1 Oc t . 1 7 , 1 6 - 2: 2 4 P M Bo b 10/17/2016 ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design Polygon at West River Terrace 1ST SUBMITTAL DATE REVISIONS DATE DESCRIPTION EXPIRES: JUNE 30, 2018 10/17/2016 SEE SHEET SS2 FOR STREET SIGNING DETAILS AND NOTES. INSTALL 28' WIDE TYPE III STREET BARRICADE PER DWG NO. 6010 ON SHEET SS2. INSTALL STOP BAR PER DETAIL ON SHEET SS2. STREET SIGN NOTES: A 1-16 B N N M STOP HI INTENSITY SIGN 30" X 30" 15 REQUIRED TYPE R1-1 SIGN 30" PUBLIC 2 SIDED 2 REQUIRED SW UMBER SPRINGS LN 1 5 SIGN PUBLIC 2 SIDED 1 REQUIRED 2 SW ROY ROGERS RD 24" SIGN PUBLIC 2 SIDED 3 REQUIRED 6 SW 172ND AVE 24" 8" 8" 8" SIGN PUBLIC 2 SIDED 11 REQUIRED 3 SW JEAN LOUISE RD 24" SIGN PUBLIC 2 SIDED 2 REQUIRED 7 SW SABRINA AVE 24" 8" 8" SIGN PUBLIC 2 SIDED 3 REQUIRED 4 SW 171ST AVE 24" 8" SIGN PUBLIC 2 SIDED 2 REQUIRED 9 SW 174TH LP 24" 8" SIGN PUBLIC 2 SIDED 3 REQUIRED 10 SW 175TH AVE 24" 8" SIGN PUBLIC 2 SIDED 3 REQUIRED 8 SW 174TH LP 30" 8" ANY TIME 12" X 18" 20 REQUIRED TYPE R7-1 SIGN 13 STREET SIGN LETTERING NAME LETTERING: 4" UPPERCASE FIRST LETTER & 3" LOWERCASE ALL OTHER LETTERS PREFIXES: 3" UPPERCASE SUFFIXES: 3" UPPERCASE FIRST LETTER & 2.25" LOWERCASE ALL OTHER LETTERS NOTE: ALL CHARACTERS ARE CENTERED VERTICALLY ON SIGN. P SIGN 14 24" X 30" 4 REQUIRED TYPE R2-1 SIGN PRIVATE 2 SIDED 2 REQUIRED 11 SW SILENT FOX TER 30" 8" SIGN PRIVATE 2 SIDED 2 REQUIRED 12 SW ROCKY RAMBLE LN 30" 8" 12" MIN STOP BAR - SHALL BE 120 mil. WHITE THERMOPLASTIC PAVEMENT MARKING MATERIAL. B STREET BARRICADE PER DETAIL ON SHEET SS2 A N = SIGN NUMBER M = MATERIALS, OPTIONS ARE: S = STEEL "TELESPAR" INSTALL NEW SIGN INSTALL NEW SIGN (N) ON NEW (M) SUPPORT PERMANENT SIGNING LEGEND SS2 SIGNAGE AND STRIPING DETAILS Construction Documents N: \ p r o j \ 3 9 5 - 0 2 9 \ 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 \ 3 9 5 0 2 9 . ( S S 1 ) S I G N . d w g - S H E E T : SS 2 Oc t . 1 7 , 1 6 - 2: 2 5 P M Bo b 10/17/2016 ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design Polygon at West River Terrace 1ST SUBMITTAL DATE REVISIONS DATE DESCRIPTION EXPIRES: JUNE 30, 2018 10/17/2016