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Home My WebLink About146004.River Terrace Park Phase 3.6th Submittal.2024-10-21 RIVER TERRACE PARK PHASE 3 TL 100 , 200 , & 400 TOWNSHIP 2 SOUTH , RANGE 1 WEST , SEC . 8 W . M . CITY OF TIGARD WASHINGTON COUNTY, OREGON _ _ _ 1 GROSS ACREAGE : 9.06 AC (62 LOTS) • - I l l l l l l l i U,1,.LLI11. 1111111/ BENCHMARK: u��m �� _ _ • T II104 WO■ jr WASHINGTON COUNTY BENCHMARK NO. 938, A BRASS SW MAYBELLE LN Priiii —o I - = ""' - 4100 DISK SET IN CONCRETE, NE CORNER OF INTERSECTION SW EVERTON ST — __� ImTmilJsw eu��_nnouNTAw Ro. ■ PACIr COMMUNITY DESIGN p l I I I I I I _ _ . ®� 12564 SW Main Street Tigard, OR m1111111 ` uuuuuu - 97223 OF SW ROY ROGERS ROAD AND SW BEEF BEND ROAD. A - 1111111 11111111 - ► �111�� [T] 503-941-9484 ELEVATION DATUM: NGVD 29, ELEVATION = 180.657 0) 1111111 111111. imUr ""1„""1 w = 1111111 11111� uu11111V 1ST SUBMITTAL: 04/15/2024 nu1111111 - I- w o )Hffl[juffl _ �� 2ND SUBMITTAL: 06/17/2024 - uuuuu� 3RD SUBMITTAL: 08/28/2024 UTILITIES & SERVICES . a Q - r _ _ �/��e 4TH SUBMITTAL: 10/04/2024 a 0 Z SW ROSLYN LN 4 I I I l i ra II WATER: CITY OF TIGARD WATER, [P] 503-718-2591 w = 111�1 1111111 REVISIONS STORM: CITY OF TIGARD [P] 503-639-4171 N N N < . l �ui� NO. DATE DESCRIPTION SEWER: CITY OF TIGARD [P] 503-639-4171 v) -- 1°�� -- ��uum umw POWER: PORTLAND GENERAL ELECTRIC, [P] 503-736-5450 I ii► _� """"" ' GAS: NORTHWEST NATURAL, [P] 503-721 -2512 SW PERTH RD _ N I •` �� PROJECT FIRE: TUALATIN VALLEY FIRE a RESCUE, [P] 503-649-8577 SW BLACKSTONE LN SITE POLICE: CITY OF TIGARD, [P] 503-629-0111 1 SCHOOL: TIGARD-TUALATIN SCHOOL DISTRICT, [P] 503-431 -4000 VICINITY MAP PARKS: CITY OF TIGARD, [P] 503-645-6433 `" PHONE: FRONTIER, [P] 503-277-2383 SW PERTH RD rt- (g) WASTE DISPOSAL: PRIDE DISPOSAL, [P] 503-625-6177 CABLE: COMCAST, [P] 800-266-2278 7- 0) o z APPLICANT: LANDSCAPE ARCHITECT: SCALE co 150 0 75 150 11."Ill TOLL BROS, INC PACIFIC COMMUNITY DESIGN, INC SW HAWKRIDGE RD m m m 8815 122ND AVE NE, SUITE 200 12564 SW MAIN ST. 1 INCH = 150 FEET KI RKLAN D, WA 98033 TIGARD, OR 97223 [P] 425-825-5310 [P] 503-941 -9484 CONTACT: AARON HOLLINGBERY CONTACT: BEN HOLMES, RLA a, OWNERS : NATURAL RESOURCE SHEET INDEX: :cveA,E CONSULTANT: HUNT RIVER TERRACE LAND, LLC 100 COVER SHEET FG2 FINE GRADING L2.01 OPEN SPACE MATERIALS a LAYOUT PLAN O SWCA ENVIRONMENTAL CONSULTANTS 101 GENERAL CONSTRUCTION NOTES FG3 FINE GRADING L2.02 OPEN SPACE PLANTING PLAN ,r PLANNER: 434 NW SIXTH AVENUE, STE 304 102 GENERAL CONSTRUCTION NOTES 301 SDLN-1 PLAN Et PROFILE L2.03 IRRIGATION SERVICE PLAN PORTLAND, OR 97209 103 EXISITING CONDITIONS 302 SDLN-1 PLAN Et PROFILE L3.01 PLANTING DETAILS RIVER TERRACE 4' PACIFIC COMMUNITY DESIGN, INC [P] 503-224-0333 104 SITE PLAN 303 SDLN-2 PLAN Et PROFILE L3.02 CONSTRUCTION DETAILS CONTACTS: JESSALYN SPEARS PARK 12564 SW MAIN ST. 105 STREET SECTIONS 304 SDLN-3 PLAN Et PROFILE IL-1 ILLUMINATION LEGEND a DETAILS 0 TIGARD, OR 97223 TRAFFIC ENGINEER: 106 GRADING PLAN 305 SDLN-4 PLAN Et PROFILE IL-2 ILLUMINATION TABLES PHASE 3 iL [P] 503-941 -9484 107 GRADING PLAN 306 SDLN-5 PLAN Et PROFILE IL-3 ILLUMINATION PLANS LA CONTACT: STACY CONNERY, AICP KITTELSON & ASSOCIATES, INC , 610 SW ALDER STREET, STE 700 108 GRADING PLAN 307 SDLN-6 PLAN Et PROFILE EC1 .1 COVER SHEET w CIVIL ENGINEER: PORTLAND, OR 97205 109 WALL GRADING PLAN D3.01 STORM DETAILS EC1 .2 NOTES V p PROFF f 0 110 WALL GRADING PLAN D3.02 STORM DETAILS (2) EC2 EXISTING CONDITIONS Et DEMOLITION PLAN I NE /z [P] 503-228-5230 957PE� ' f PACIFIC COMMUNITY DESIGN, INC CONTACT: JULIA KUHN, PE 111 WALL GRADING PLAN D3.03 STORM DETAILS (3) EC3 RUNOFF CONTROL PLAN w 0 12564 SW MAIN ST. 112 WALL GRADING PLAN 401 SSLN-A PLAN Et PROFILE EC4 SITE IMPROVEMENT PLAN O EG N �� TIGARD, OR 97223 GEOTECHNICAL ENGINEER: 112.1 WALL DETAILS 402 SSLN-A PLAN Et PROFILE EC5.1 VERTICAL CONSTRUCTION a SITE STABILIZATION PLAN ,�9�r 8, Z\ o O [P] 503-941 -9484 NV5 112.2 WALL DETAILS 403 SSLN-B PLAN Et PROFILE EC5.2 VERTICAL CONSTRUCTION a SITE STABILIZATION PLAN FA. ARE CONTACT: BLAKE ARELLANO, PE EXPIRES: 12-31-25 • 703 BROADWAY ST, SUITE 650 112.3 WALL DETAILS 404 SSLN-C PLAN a PROFILE EC6 EROSION Et SEDIMENT CONTROL DETAILS cp cp SURVEYOR: VANCOUVER, WA 98660 112.4 WALL DETAILS 405 SSLN-D PLAN a PROFILE [P] 503-726-3111 113 COMP UTIL D4.01 SANITARY DETAILS PACIFIC COMMUNITY DESIGN, INC CONTACT: ZANE ROGERS 114 UTILITIES a EASEMENTS D4.02 SANITARY DETAILS (2) 11, 12564 SW MAIN ST. 201 SW BLACKSTONE LN PLAN Et PROFILE 501 WATERLINE PLAN TIGARD, OR 97223 ��N0T/`� COVER SHEET o .. y 202 SW 162ND TER PLAN a PROFILE 502 WATERLINE PLAN a PROFILE CONSTRUCTION NOTES [P] 503-941 -9484 I DigrSafnly i 203 SW MAYBELLE LN PLAN a PROFILE 503 WATERLINE PLAN a PROFILE BASED ON OUR REVIEW THE GRADING PLANS ARE IN CONTACT: TRAVIS JANSEN, PLS, PE o Call before Oregon. ACCORDANCE WITH OUR GEOTECHNICAL RECOMMENDATIONS. 204 SW ROSLYN LN PLAN a PROFILE 504 WATERLINE PLAN a PROFILE ALL GRADING SHOULD CONDUCTED AS DESCRIBED IN THE a, ARBORIST: \ 8111 f 205 SW 163RD PLAN a PROFILE D5.01 WATER DETAILS OCTOBER 24, 2016 GEOTECHNICAL REPORT AND JULY 3, 2023 •0►;8 f re'l GEOTECHNICAL REPORT FOR PAVEMENT ENGINEERING ATTENTION: D2.01 STREET DETAILS SS1 SIGNAGE a STRIPING DESIGN. LOCK+LOAD RETAINING WALLS SHOULD BE PROJECT NO.: 146-004 MORGAN HOLEN & ASSOCIATES DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE o OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY D2.02 STREET DETAILS (2) SS2 SIGNAGE a STRIPING DETAILS FEBRUARY 8, 2024 RETAINING WALL DESIGN MEMO FOR THE TYPE: CONSTRUCTION ., 3 MONROE PARKWAY, SUITE P220 NOTIFICATION CENTER. THOSE RULES ARE SET FORTH IN OAR 952-001-0001 THROUGH LAKE OSWEGO, OR 97035 952-001-0100. YOU MAY OBTAIN COPIES OF THE RULES BY CALLING THE CENTER. CR1 CURB RETURNS SS3 SIGNAGE a STRIPING DETAILS (2) SITE. REVIEWED BY: PRE 971 -409-9354 CR2 CURB RETURNS SS4 SIGNAGE Et STRIPING DETAILS (3) BY: [P] THE TELEPHONE NUMBER FOR THE OREGON UTILITY NOTIFICATION CENTER IS (503) 232-1987 o 4 CONTACT: MORGAN HOLEN CR3 CURB RETURNS L1 .01 TREE CANOPY SITE PLAN Nv5 1 0 0 o THIS DESIGN COMPLIES WITH ORS 92.044 (7) IN THAT NO UTILITY INFRASTRUCTURE IS DESIGNED TO BE WITHIN ONE (1) FOOT OF A SURVEY MONUMENT LOCATION SHOWN ON CR4 CURB RETURNS L1 .02 TREE CANOPY NOTES a DETAILS o SUBDIVISION OR PARTITION PLAT. NO DESIGN EXCEPTIONS NOR FINAL FIELD LOCATION FG1 FINE GRADING L1 .03 TREE CANOPY NOTES a DETAILS CHANGES SHALL BE PERMITTED IF THAT CHANGE WOULD CAUSE ANY UTILITY - INFRASTRUCTURE TO BE PLACES WITHIN THE PROHIBITED AREA. z GENERAL STORM AND SANITARY SEWERS CONTINUED CITY OF TIGARD GENERAL CONDITIONS CITY OF TIGARD GENERAL CONDITIONS 1. ALL PUBLIC STREETS SHALL BE CONSTRUCTED AS PER THE APPLICABLE SECTIONS OF THE CITY OF 8. NOTIFY CITY OF TIGARD INSPECTOR 48 HOURS PRIOR TO PERFORMING ANY WORK. 1. THE PERMIT HOLDER MUST COMPLY WITH ALL APPLICABLE PROVISIONS OF FEDERAL AND 22. CONTRACTOR MUST VERIFY ALL EXISTING UTILITIES FOR BOTH VERTICAL ELEVATION TIGARD PUBLIC IMPROVEMENT DESIGN STANDARDS AND OREGON STANDARD SPECIFICATIONS FOR STATE LAW, THE TIGARD MUNICIPAL CODE, AND THE TERMS OF ANY AGREEMENT WITH AND HORIZONTAL LOCATION PRIOR TO START OF WORK (POTHOLE BEFORE DIGGING IF CONSTRUCTION, 2008. 9. STORM LATERALS WILL BE 4" DIAMETER, WHITE IN COLOR AND HAVE A MINIMUM SLOPE OF 2.00% THE CITY OF TIGARD REGARDING WORK TO BE DONE PURSUANT TO THIS PERMIT. NECESSARY). SHOULD CONFLICTS ARISE AND REDESIGN OR RELOCATION OF FACILITIES UNLESS OTHERWISE NOTED ON PLANS. BE NECESSARY, IT SHALL BE DONE AT THE PERMIT HOLDERS EXPENSE. CHANGES MUST 2. THE CONTRACTOR SHALL DO ALL THE WORK SHOWN ON THE DRAWINGS AND ALL INCIDENTAL WORK 2. THE CITY'S STANDARD SPECIFICATION FOR TRAFFIC CONTROL IS "MANUAL ON UNIFORM BE APPROVED BY THE CITY IN ADVANCE OF WORK PERFORMANCE. CONTRACTOR SHALL CONSIDERED NECESSARY TO COMPLETE THE PROJECT IN AN ACCEPTABLE MANNER. TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS", U.S. DEPT. OF COORDINATE THE WORK WITH AFFECTED UTILITY AGENCIES. . 10.ALL STORM LATERAL LOCATIONS SHALL BE STAMPED "D" IN THE CURB. TRANSPORTATION, FHWA, CURRENT EDITION. 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. 23. A TEMPORARY HARD-SURFACE PATCH (COLD MIX A.C. OR HOT MIX BASE PAVING) SHALL 11.SANITARY LATERALS SHALL BE TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF CHAPTER 8 3. TRAFFIC CONTROL SHALL BE PROVIDED FOR BY THE CONTRACTOR IN ACCORDANCE WITH BE PLACED ON TRENCHES WITHIN ROADWAYS AT THE END OF EACH DAYS WORK. NO 4. ALL MATERIAL SUPPLIER(S) SHALL SUBMIT TO THE ENGINEER PROOF OF MATERIAL(S)TESTED IN (TECHNICAL SPECIFICATIONS FOR CONVEYANCE SYSTEMS) OF THE CLEAN WATER SERVICES THE CITY'S STANDARD SPECIFICATIONS AND, ALSO, IN ACCORDANCE WITH A CITY (JOB TRENCH, ON SITE OR OFF-SITE, SHALL BE LEFT AT ANY TIME IN AN UN-SAFE CONDITION. ACCORDANCE WITH THE ABOVE SPECIFICATIONS AND SHALL CERTIFY THAT ALL MATERIAL DELIVERED "DESIGN AND CONSTRUCTION STANDARDS". SPECIFIC) APPROVED TRAFFIC CONTROL PLAN. A COPY OF THE APPROVED TRAFFIC THE PERMIT HOLDER IS RESPONSIBLE FOR AND IS LIABLE FOR HAZARDS OR DAMAGE TO THE JOB SITE MEET OR EXCEED WASHINGTON COUNTY SPECIFICATIONS PRIOR TO DELIVERY OF CONTROL PLAN SHALL BE AVAILABLE AT THE WORK AREA. RESULTING FROM THE PROSECUTION OF THE WORK. MATERIAL TO THE SITE. ANY MATERIAL NOT CERTIFIED BY THE SUPPLIER SHALL BE REMOVED FROM 12.SANITARY LATERALS WILL BE 4" DIAMETER, GREEN IN COLOR AND HAVE A MINIMUM SLOPE OF THE JOB SITE AT NO ADDITIONAL COST TO THE OWNER. 2.00% UNLESS OTHERWISE NOTED ON PLANS. 4. PUBLIC ROADWAY SHALL NOT BE CLOSED TO TRAFFIC, AT ANY TIME, WITHOUT HAVING 24. WORK PROVIDED FOR UNDER THE PERMIT SHALL INCLUDE REPAIR OF EXISTING 5. A PRE CONSTRUCTION MEETING MUST BE HELD PRIOR TO COMMENCING WORK, WITH YOUR CWS FIRST OBTAINED WRITTEN APPROVAL FROM THE CITY ENGINEER. THE PERMIT HOLDER IS FACILITIES (ROADS, DITCHES, ETC.) AS MAY BE NECESSARY, IN THE CITY INSPECTOR'S INSPECTOR. (INSPECTION HOT LINE# (503) 681 4444) a CITY OF TIGARD ENGINEERING a 13.ALL SANITARY LATERALS SHALL BE STAMPED "S" IN THE CURB RESPONSIBLE FOR PROVISION OF TIMELY NOTIFICATION OF TRAFFIC FLOW DISRUPTIONS OPINION, TO OVERCOME DETERIORATION OR DAMAGE WHICH OCCURRED IN CONSTRUCTION SERVICES INSPECTOR. TO AREA WIDE EMERGENCY SERVICES (TIGARD POLICE DEPT., TUALATIN FIRE a RESCUE) CONJUNCTION WITH THE WORK AUTHORIZED BY THE PERMIT. CORRECTIVE WORK SHALL AND TO TRI-MET AND TIGARD SCHOOL DISTRICT AND OTHER SERVICE PROVIDERS. BE DONE AT THE PERMIT HOLDERS EXPENSE. 6. ABANDON WELLS AND DRAIN FIELDS ONSITE MUST COMPLY WITH OREGON DEPT. OF WATER 14.THE ENDS OF SANITARY SERVICE LATERALS OR PIPE STUBS SHALL BE MARKED WITH A ONE PIECE RESOURCES' REQUIREMENTS. 2"X4"MARKER EXTENDING A MINIMUM 12" ABOVE THE GROUND WITH THE END PAINTED GREEN. 5. ADVANCE WARNING OF IMMINENT TRAFFIC DISRUPTION SHALL BE PROVIDED TO THE 25. ONE AS-BUILT DRAWING AND PDF SHOWING ALL NEW PUBLIC IMPROVEMENTS, ATTACH MAGNETIC TAPE ALONSIDE THE 2X4 MARKER (SEE DETAIL 290-ST) GENERAL MOTORING PUBLIC BY PLACEMENT OF AN ADVANCE NOTIFICATION SIGN AT INCLUDING ANY REVISION MADE TO THE PREVIOUSLY APPROVED CONSTRUCTION PLANS 7. CONSTRUCTION RELATED TO CWS PERMITTING TO BE IN ACCORDANCE WITH Ra0 07-20 (CWS). EACH END OF THE CONSTRUCTION AREA 72 HOURS (MIN.) BEFORE INITIATION OF AND, ALSO, ANY IMPROVEMENT WHICH MAY IMPACT AN EXISTING PUBLIC SYSTEM OR 15.ONLY STANDARD RISERS WILL PER PERMITTED ON ALL STORM AND SANITRAY MANHOLE IN PAVED CONSTRUCTION WORK. FACILITY, SHALL BE PROVIDED TO THE CITY BY A REGISTERED CIVIL ENGINEER ALONG PACIFIC COMMUNITY DESIGN .051, AREAS WITH AN ENGINEER'S CERTIFICATION OF INSTALLATION COMPLIANCE (FORM ATTACHED). 12564 SW Main Street Tigard, OR STREETS 6. ACCESS TO EXISTING PROPERTIES SHALL BE MAINTAINED AT ALL TIMES, INCLUDING IN ADDITION, THE APPLICANTS AS-BUILT DRAWINGS SHALL BE TIED TO THE GPS 97223 NORMAL DELIVERY SERVICE AND MAIL SERVICE AND IF NOT, SHALL BE CAUSE FOR WORK NETWORK. THE APPLICANTS ENGINEER SHALL PROVIDE THE CITY WITH AN ELECTRONIC [T] 503-941-9484 1. ALL TREES, BRUSH AND DEBRIS WITHIN LIMITS OF THE RIGHT-OF-WAY AND ON THE LOTS TO BE STOPPAGE UNTIL EFFECTIVE ACCESS IS ESTABLISHED. FILE WITH POINTS FOR EACH STRUCTURE (MANHOLES, CATCH BASINS, WATER VALVES, FILLED SHALL BE REMOVED AND DISPOSED OF BY THE CONTRACTOR. WATER CONSTRUCTION NOTES HYDRANTS AND OTHER WATER SYSTEM FEATURES) IN THE DEVELOPMENT, AND THEIR 1ST SUBMITTAL: 04/15/2024 7. TRAFFIC CONTROL DEVICES, FLAG PERSONS, ETC., SHALL BE IN PLACE PRIOR TO RESPECTIVE X AND Y STATE PLANE COORDINATES, REFERENCED TO NAD 83 (91). 2ND SUBMITTAL: 06/17/2024 2. ALL AREAS OF CONSTRUCTION SHALL BE STRIPPED. STRIPPING SHALL CONSIST OF REMOVING 1. ALL JOINTS TO BE RESTRAINED. INITIATION OF CONSTRUCTION WORK AND SHALL BE EFFECTIVELY MAINTAINED. INCLUDE ACROBAT ( ' .PDF) FILE AND ONE 11X17 COPY OF AS BUILTS. 3RD SUBMITTAL: 08/28/2024 THE TOPSOIL HUMUS. STRIPPING MATERIALS SHALL BE DISPOSED OF ON THE SITE IN AREAS 4TH SUBMITTAL: 10/04/2024 DESIGNATED BY THE ENGINEER. PER GEOTECH'S RECOMMENDATIONS. 2.OPERATION OF VALVES BY TIGARD WATER PERSONNEL ONLY. 3.OPERATION OF VALVES IN THE TIGARD WATER SERVICE AREA IS PROHIBITED. 8. PURSUANT TO TIGARD MUNICIPAL CODE SECTION 7.40.180, WORK IS PERMITTED 3. IF SPRINGS OR GROUND WATER IS ENCOUNTERED DURING CONSTRUCTION, THE CONTRACTOR BETWEEN THE HOURS OF 7:00 A.M. TO 7:00 P.M. DAILY UNLESS OTHERWISE AUTHORIZED 26. A SEWER SYSTEM AIR-TEST AND A VIDEO TEST REPORT AND ONE SET OF BLUELINE REVISIONS SHALL ADVISE THE SOILS AND CIVIL ENGINEER OF THE CONDITIONS FOUND AND COORDINATE HIS 4.THE CONTRACTOR SHALL MAINTAIN ONE SET OF STAMPED APPROVED PLAN ON THE BY THE CITY MANAGER. "AS-BUILTS" (OF EITHER OR BOTH THE STORM AND SANITARY SEWER SYSTEMS) SHALL BE NO. DATE DESCRIPTION ACTIVITIES IN A MANNER THAT WILL ALLOW THE ENGINEERS TIME TO REVIEW THE SITUATION CONSTRUCTION SITE AT ALL TIMES. REQUIRED BY THE CITY FOR REVIEW AND APPROVAL PRIOR TO CONNECTION OF ANY AND PREPARE A PLAN TO PROPERLY DISPOSE OF THE WATER ENCOUNTERED. 9. HOURS OF CONSTRUCTION WORK ON COLLECTOR AND ARTERIAL ROADS WILL BE LIMITED BUILDINGS TO THE SEWER SYSTEM. 5. ALL WORK SHALL BE IN ACCORDANCE WITH AWWA (AMERICAN WATER WORKS ASSOCIATION) TO 9:00 A.M.-3:00 P.M. UNLESS AUTHORIZED BY THE CITY ENGINEER. NO WORK WILL BE 4. MATERIAL IN SOFT SPOTS WITHIN THE ROADWAY SHALL BE REMOVED TO THE DEPTH REQUIRED STANDARDS. PERMITTED ON COLLECTOR AND ARTERIAL ROADS BETWEEN 3:30 P.M. AND 9:00 A.M. 26. THE PERMIT HOLDERS ENGINEER/INSPECTOR SHALL SUBMIT DAILY INSPECTION TO PROVIDE A FIRM FOUNDATION AND SHALL BE REPLACED WITH 11/2 -0"CRUSHED ROCK. THE 6.ALL WORK SHALL BE APPROVED BY THE CITY PROJECT INSPECTOR. UNLESS AUTHORIZED BY THE CITY ENGINEER. REPORTS, ON A WEEKLY BASIS, TO THE CITY'S INSPECTOR. (SEE DEVELOPER - ENGINEER ENTIRE SUBGRADE SHALL BE THOROUGHLY COMPACTED PER GEOTECHNICAL RECOMMENDATIONS. 7.ALL PIPE AND FITTINGS SHALL BE DUCTILE IRON, CEMENT LINED, OF NEW MANUFACTURE AND MADE AGREEMENT NOTE#5.) 10. TEMPORARY TRENCH PATCHING ON ARTERIALS AND COLLECTORS SHALL BE PAVED 5. CONTRACTOR SHALL NOTIFY THE ENGINEER WHEN SUBGRADE IS COMPLETE AND 24 HOURS IN THE USA. PIPE SHALL BE "TYTON" JOINT DUCTILE IRON, CLASS 52. ALL FITTINGS SHALL BE MJ WITH AT LEAST 2" OF HOT MIX ASPHALT. 27. THE CITY'S INSPECTOR MAY, AT HIS DISCRETION, REQUIRE PROVISION OF TESTS AND PRIOR TO PLACEMENT OF ROCK BASE MATERIAL AND 24 HOURS PRIOR TO FINAL PAVING FOR AN (MECHANICAL JOINT) UNLESS OTHERWISE SPECIFIED. OR REPORTS FROM THE PERMIT HOLDER, THE PERMIT HOLDERS ENGINEER OR INSPECTION OF THE WORK. FAILURE TO DO SO WILL MAKE ANY SUBGRADE FAILURE OR DRAINAGE 8.COVER FOR ALL WATER MAINS IN THE STREET AND RIGHTS-OF-WAY SHALL BE 36". BACKFILL SHALL 11. MINIMUM TRAVEL LANE WIDTH SHALL BE TWELVE (121 FEET; PEDESTRIAN TRAVEL CONTRACTOR TO VALIDATE CLAIMS OF MATERIAL OR CONSTRUCTION PROBLEMS THE RESPONSIBILITY OF THE CONTRACTOR. BE 3/a"-0" GRAVEL. SHALL ALSO BE PROVIDED FOR. ADEQUACY/COMPLIANCE. SUCH TESTS/REPORTS SHALL BE PROVIDED AT THE PERMIT HOLDER'S EXPENSE. GRADING NOTES 9.ALL VALVE-OPERATING NUTS SHALL BE WITHIN 36" OF FINISHED GRADE, OTHERWISE VALVE 12. THE CITY RESERVES THE RIGHT TO ADD TO OR MODIFY TRAFFIC CONTROL OPERATING NUT EXTENSIONS WILL BE REQUIRED. REQUIREMENTS AS MAY BE NECESSARY TO EFFECTIVELY CONTROL TRAFFIC AND TO 28. THE PERMIT HOLDER SHALL PROVIDE A COPY OF A PROPERLY EXECUTED RELEASE AND 1. THE GRADING PERMIT IS NOT TO BE CONSTRUED AS FINAL APPROVAL OF SITE GRADING, 10. POURED CONCRETE THRUST BLOCKS OF AT LEAST EIGHT SQUARE FEET OF BEARING SURFACE ARE ASSURE PUBLIC SAFETY. WAIVER DOCUMENT TO THE CITY FOR EACH OWNERSHIP DISTURBED BY CONSTRUCTION EMBANKMENT OR STRUCTURAL FILL WORK; IT MERELY PROVIDES FOR INITIATION OF WORK AND REQUIRED AT EACH TEE, CROSS AND BEND LOCATIONS (SEE DETAILS FOR MINIMUM BEARING AREAS.) ACTIVITY, AS EVIDENCE OF DISTURBANCE RESOLUTION AND OWNER SATISFACTION. IS SUBJECT TO CHANGE PENDING CITY APPROVAL OF THE ENTIRE 13. BEFORE INITIATING ANY CONSTRUCTION ACTIVITY, THE PERMIT HOLDER SHALL BE CONSTRUCTION DEVELOPMENT PLAN SET. 11. A 4X4X8' 0", PAINTED BLUE, SHALL BE INSTALLED IN FRONT OF EVERY 2"WATER SERVICE CONTACTED BY THE CITY'S PRIVATE DEVELOPMENT INSPECTOR, (503/639-4171) TO 29. EXISTING MONUMENTS, PROPERTY CORNERS, AND SURVEY MARKERS SHALL BENi im• 2. SPREADING OF MUD OR DEBRIS UPON ANY PUBLIC ROAD IS PROHIBITED. THE CITY MAY ORDER LOCATION AND REMAIN THERE UNTIL THE WATER METER IS INSTALLED. ALL 2-INCH WATER SERVICES ESTABLISH A PLACE, TIME, AND DATE FOR A PRECONSTRUCTION MEETING. PROTECTED. REPLACEMENT SHALL BE AT THE PERMIT HOLDERS EXPENSE. STOPPAGE OF WORK TO EFFECT CORRECTIVE ACTION, AT ANY TIME. SHALL CONSIST OF A MJ X 2" IPT TEE AND 2" IPT X 110 COMPRESSION FITTING AS MANUFACTURED BY MUELLER COMPANY. 14. THE PERMIT HOLDER OR HIS CONTRACTOR SHALL NOTIFY THE CITY'S INSPECTOR AT 30. THE ENGINEER SHALL NOTIFY THE WASHINGTON COUNTY SURVEYOR WHEN THE INITIAL 3. EFFECTIVE EROSION CONTROL, DUST CONTROL, AND DRAINAGE CONTROL IS REQUIRED AT ALL 503/639-4171 TWENTY-FOUR (24) HOURS PRIOR TO COMMENCING WORK, TWENTY-FOUR AND FINAL LIFT OF ASPHALT HAVE BEEN PLACED. TIMES. THE CITY MAY ORDER STOPPAGE OF WORK TO EFFECT CORRECTIVE ACTION, AT ANY 12. FIRE HYDRANT ASSEMBLY CONSISTS OF A MJ X 6" FLG. (FLANGE) TEE, 6" FLG. X MJ GATE VALVE, TIME. 6" MJ X MJ HOLDING SPOOL AND A MODERN MUELLER CENTURION FIRE HYDRANT, A-442, 6"MJ, 5 (24) HOURS PRIOR TO ANY STAGED INSPECTION AND AFTER COMPLETING WORK 1/4" MVO, 3 PORT (2-2 1/2" NST HOSE CONNECTION, 1-4 1/2" NST PUMPER,) 1 1" PENTAGON COVERED BY THE PERMIT. III4. EMBANKMENTS OR STRUCTURAL FILLS FOR ROADWAY CONSTRUCTION OR FILLS TO BE 31. THE PERMIT HOLDER SHALL PROVIDE TO THE CITY INSPECTOR, IN WRITING, THE NAMES CONSTRUCTED ON BUILDABLE LOTS SHALL BE CONSTRUCTED FROM EXCAVATED MATERIALS OPERATING NUT OPENING LEFT, COLOR BEING YELLOW OR APPROVED EQUAL: MUELLER CENTURIONVP ACCEPTABLE TO THE SOILS ENGINEER AND SHALL BE BROUGHT TO GRADE IN LIFTS NOT TO A 423, WATERIOUS PACER 6790, CLOW MEDALLION. 15. A COPY OF THE PERMIT AND ALL ATTACHMENTS, AND A COPY OF THE APPROVED AND 24 HOUR EMERGENCY TELEPHONE NUMBER OF TWO (2) PERSONS WHO HAVE EXCEED 8" LOOSE MEASURE. EACH LIFT SHALL BE COMPACTED TO 90 PERCENT OF MAXIMUM CONSTRUCTION PLAN AND ALL AMENDMENTS SHALL BE AVAILABLE AT THE WORK AREA. AUTHORITY TO RESOLVE PROBLEMS, TAKE CORRECTIVE ACTION AND, IN GENERAL, WILL } 13. EACH FIRE HYDRANT SHALL BE INSTALLED UPON A PRE-FORMED CONCRETE BLOCK WITH 1 1/2 CUBIC ALL WORK SHALL CONFORM TO THE PERMIT TERMS, CONDITIONS AND PROVISIONS AND BE RESPONSIBLE IN CASE OF ANY EMERGENCY. THE PERMIT HOLDER SHALL NOTIFY THE DENSITY AS OBTAINED BY AASTHO T_180 COMPACTION TEST. YARDS OF CRUSHED 2"-3/4" DRAIN ROCK. TARPAPER WILL BE LAID ON TOP OF THE DRAIN ROCK TO TO THE CITY APPROVED PERMIT PLANS, AND APPROVED PLAN AMENDMENTS AND TO THE CITY INSPECTOR, IN WRITING, OF ANY/ALL ASSIGNMENT CHANGES. 5. STRUCTURAL FILLS SHALL COMPLY WITH CHAPTER 70APPENDIX CHAPTER 33 OF THE UNIFORM SEPARATE THE ROCK FROM THE EARTH COVER. CITY'S STANDARDS AND SPECIFICATIONS AND TO THESE GENERAL CONDITIONS. CHANGES a) BUILDING CODE. CONSTRUCTION ON EXISTING SLOPES GREATER THAN 5:1 SHALL BE ACHIEVED TO ANY OF THE AFORESAID MUST BE APPROVED BY THE CITY, IN ADVANCE OF WORK 32. THE PERMIT HOLDER SHALL CAUSE HIS CONTRACTOR TO PROVIDE TO THE CITY BY BENCHING INTO THE EXISTING BANK A MINIMUM OF TEN FEET. IF THE BENCH EXPOSES SAND 14. ALL SANITARY SEWER LINES WITHIN 10 FEET LATERALLY OR 3 FEET VERTICALLY OF A WATER MAIN ro SOIL AN UNDERDRAIN MUST BE PROVIDED. THE UNDERDRAIN, IF REQUIRED, WILL BE SHALL BE INCASED IN A REINFORCED CONCRETE JACKET 6"THICK FOR A DISTANCE OF 10 FEET ON PERFORMANCE. INSPECTOR, IN WRITING, THE NAME AND 24 HOUR EMERGENCY TELEPHONE NUMBER OF �1^� ievtace, E CONSTRUCTED BY LYING INSTALLING NONWOVEN FILTER FABRIC, EQUIVALENT TO EXXON GTF BOTH SIDES OF THE CROSSING. WHERE CROSSINGS ARE NECESSARY, THEY MUST BE MADE AT A DESIGNATED "COMPETENT PERSON" RESPONSIBLE FOR CONSTRUCTION SAFETY AS PER (�J(�J(� co 12500, ALONG THE BOTTOM OF THE STARTING BENCH, THEN PLACING A SIX INCH LAYER OF 1' " OR OSHA, CHAP. 437, DIV. 3 CONSTRUCTION, SUB DIVISION P EXCAVATIONS. THE 0 -- 03/4" DRAIN ROCK, AND FINALLY COVERING THE DRAIN ROCK WITH THE NONWOVEN FILTER APPROXIMATELY 90 DEGREES WITH AT LEAST 18" OF SEPARATION BELOW THE WATER LINE. CONTRACTOR SHALL NOTIFY THE CITY INSPECTOR OF ANY/ALL ASSIGNMENT CHANGES. FABRIC. SUCCESSIVE BENCHES WILL BE CONSTRUCTED WITH VERTICAL FILL BETWEEN TWO TO 15. ALL MAINS WITH A STATIC PRESSURE UP TO 100 PSI (POUNDS PER SQUARE INCH) SHALL BE TESTED 16. MAINTENANCE OF THE WORK AREA AND APPROACH ROADS IS THE RESPONSIBILITY OF v FIVE FEET AND BE COMPACTED IN LAYERS NOT TO EXCEED 8 INCHES. EACH 8-INCH LAYER AT 150 PSI FOR 1 HOUR WITH A MAXIMUM LOSS OF 5 PSI. WATER MAINS WITH A STATIC PRESSURE THE PERMIT HOLDER. THE WORK AREA AND APPROACH ROADS SHALL BE MAINTAINED IN 33. IT IS THE SOLE RESPONSIBILITY OF THE PERMIT HOLDER TO PROVIDE FOR PROPER o SHALL BE COMPACTED TO A MINIMUM OF 90 PERCENT AASHTO T 180 DENSITY. THE FILL GREATER THAN 100 PSI SHALL BE PRESSURE TESTED AT 1.5 TIMES THE STATIC PRESSURE FOR 1 A CLEAN CONDITION, FREE FROM OBSTRUCTIONS AND HAZARDS. A COPY OF THE PERMIT RIGHT-OF-ENTRY AND/OR EASEMENTS PRIOR TO STARTING WORK. PROOF OF SLOPES SHALL NOT EXCEED 2:1 AT FINISH GRADE. NO ROCK OR SIMILAR MATERIAL EXCEEDING HOUR WITH A MAXIMUM LOSS OF 5 PSI. HOLDERS CERTIFICATE OF INSURANCE SHALL BE AVAILABLE AT THE WORK AREA. RIGHT-OF-ENTRY OR PROPERLY EXECUTED EASEMENTS, SHALL BE PROVIDED TO THE RIVER TERRACE A 12 INCH DIAMETER SHALL BE ALLOWED IN THE STRUCTURAL FILL. CITY. THE CITY SHALL IN NO WAY BE CONSTRUED TO BE LIABLE FOR THE PERMIT Ou 6. THE GEOTECHNICAL ENGINEER FOR STRUCTURAL FILL SHALL BE NOTIFIED 24 HOURS IN 16. UPON SATISFACTORY COMPLETION OF TESTING, THE NEW MAINS AND CONNECTIONS TO EXISTING 17. THE SPREADING OF MUD OR DEBRIS OR STORAGE OF MATERIALS OR EQUIPMENT OF HOLDERS FAILURE TO OBTAIN OR PROVIDE FOR PROOF OF RIGHT-OF-ENTRY OR PARK ADVANCE, BY THE CONTRACTOR, OF STARTING BENCHWORK TO DETERMINE THE NEED FOR AN MAINS SHALL BE CLEANED AND FLUSHED WITH POTABLE WATER PRIOR TO DISINFECTION. FLUSHING ANY KIND UPON ANY PUBLIC ROADWAY IS STRICTLY PROHIBITED AND VIOLATION SHALL EASEMENTS. 5 UNDERDRAIN LAYER AND TO VERIFY EXISTING CONDITIONS. VELOCITIES SHALL BE AT LEAST 2.5 FEET PER SECOND. DISINFECTION SHALL BE IN ACCORDANCE BE CAUSE FOR IMMEDIATE CANCELLATION OF THE PERMIT. THE CITY MAY AT ANY TIME WITH AWWA STANDARD C651-92, THE STATE HEALTH DIVISION AND CITY REQUIREMENTS. THE ORDER IMMEDIATE CLEAN-UP AND THE STOPPAGE OF WORK TO ACCOMPLISH CLEAN-UP. 34. BEFORE PLACEMENT OF ASPHALT, THE PERMIT HOLDER SHALL CLEAN AND COMPLETE A P I--I AS E 3 IL 7. THE CITY SHALL BE PROVIDED WITH A COPY OF THE GEOTECHNICAL ENGINEER'S w REPORT/RECOMMENDATION CHANGES. CONTINUOUS FEED METHOD OF DISINFECTION SHALL BE USED. DISINFECTING MIXTURE SHALL BE A PRE-ACCEPTANCE VIDEO INSPECTION OF ALL NEW SEWER LINES. THE PERMIT HOLDER I CHLORINE-WATER SOLUTION HAVING A FREE CHLORINE RESIDUAL OF 40 - 50 MG/L (MILLIGRAMS PER 18. EFFECTIVE EROSION CONTROL IS REQUIRED. EROSION CONTROL DEVICES MUST BE SHALL PROVIDE THE CITY WITH 30 DAYS OF NOTICE FOR THE VIDEO INSPECTION. ANY 8. IF SPRINGS OR GROUND WATER ARE ENCOUNTERED DURING CONSTRUCTION, THE CONTRACTOR LITER.)THE DISINFECTION MIXTURE WILL BE PREPARED BY INJECTING A CALCIUM/SODIUM INSTALLED AND MAINTAINED MEETING THE CLEAN WATER SERVICES AND DEQ DEFICIENCIES SHALL BE REPAIRED BEFORE PLACEMENT OF FINAL LIFT. 3 SHALL NOTIFY THE SOILS AND CIVIL ENGINEERS OF THE CONDITIONS FOUND AND COORDINATE HYPOCHLORITE AND WATER SOLUTION INTO THE PIPELINE AT A MEASURED RATE WHILE FRESH REQUIREMENTS. THE CITY MAY AT ANY TIME ORDER CORRECTIVE ACTION AND -a HIS ACTIVITIES IN A MANNER THAT WILL ALLOW THE ENGINEERS TIME TO REVIEW THE Ui SITUATION AND PREPARE A PLAN TO PROPERLY MITIGATE THE WATER ENCOUNTERED. (POTABLE)WATER IS ALLOWED TO FLOW THROUGH THE PIPELINE SO THAT THE CHLORINE WATER STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE EROSION CONTROL. 35. (PRIVATE SYSTEMS) THE DEVELOPER SHALL MAINTAIN THE WATER QUALITY FACILITY �� PROFF , 1- SOLUTION IS OF THE SPECIFIED STRENGTH. TREATED (CHLORINATED)WATER SHALL BE RETAINED IN AND CORRECT ANY DEFECTIVE WORK, AND SHALL PERFORM ALL SCHEDULED V_ `U O 9. THE CONTRACTOR SHALL HAVE THE SOILS ENGINEER TAKE COMPACTION TESTS. A MINIMUM OF THE PIPELINE LONG ENOUGH TO DESTROY ALL NONSPORE-FORMING BACTERIA. TYPICAL RETENTION 19. PROPERTY DISTURBED BY CONSTRUCTION ACTIVITY SHALL BE SEEDED WITH A MAINTENANCE TO ASSURE PROPER FUNCTIONING OF THE FACILITY. ��G I Ali--- ,.. �� LtiTHREE TESTS WILL BE REQUIRED FOR EACH 2 FEET OF FILL. PERIOD IS 24 HOURS. AT THE END OF THE 24 HOUR PERIOD, THE PIPELINE IS TO HAVE A FREE STANDARD GRASS MIX; SHRUBS, FLOWERS, BARK DUST, EXISTING SIGNS, PAVEMENT 8957PE cc 10. EXCAVATOR MUST COMPLY WITH ORS 757.541 THROUGH 757.571 (UTILITY PRE-NOTIFICATION, CHLORINE RESIDUAL OF AT LEAST 10 MG/L. AFTER SATISFACTORY CHLORINATION, FLUSH THE MARKINGS, MAILBOXES, ETC. SHALL BE REESTABLISHED, REINSTALLED OR REPLACED, 36. (PUBLIC SYSTEMS) THE DEVELOPER SHALL CREATE AND PROVIDE TO THE CITY A a-gi's' O ETC.). WATER FROM THE LINE UNTIL THE WATER THROUGHOUT THE PIPELINE IS EQUAL CHEMICALLY AND WITH LIKE KIND AND MATERIAL. SCHEDULE FOR PERIODIC (QUARTERLY) MAINTENANCE OF THE WATER QUALITY FACILITY. OREGON v BACTERIOLOGICALLY TO THE PERMANENT SOURCE OF SUPPLY. THE DEVELOPER SHALL MAINTAIN SAID FACILITY FOR A PERIOD OF THREE (3) YEARS *9Y 0�� R 20. EFFECTIVE DRAINAGE CONTROL IS REQUIRED. DRAINAGE SHALL BE CONTROLLED FROM THE DATE OF CITY CONDITIONAL ACCEPTANCE OF THE PUBLIC IMPROVEMENTS. 9 . 2 P� c. STORM AND SANITARY SEWERS WITHIN THE WORK SITE AND SHALL BE SO ROUTED THAT ADJACENT PRIVATE PROPERTY, ON OCTOBER 1ST OF EACH YEAR DURING THIS THREE (3) YEARS PERIOD, THE DEVELOPER �FA . ARE�� o DISPOSE OF THE DISINFECTION WATER IN AN APPROVED MANNER. DO NOT ALLOW DISINFECTION PUBLIC PROPERTY AND THE RECEIVING SYSTEM IS NOT ADVERSELY IMPACTED. THE CITY SHALL REPORT, IN WRITING, MAINTENANCE ACTIVITIES TO THE DIRECTOR OF PUBLIC 1. ALL STORM DRAIN CONNECTIONS ARE TO BE FACTORY TEES UNLESS OTHERWISE NOTED WATER TO FLOW INTO A WATERWAY WITHOUT ADEQUATE DILUTION OR OTHER SATISFACTORY MAY AT ANY TIME ORDER CORRECTIVE ACTION AND STOPPAGE OF WORK TO ACCOMPLISH WORKS. CITY CREWS SHOULD MONITOR PROPER REMOVAL AND DISPOSAL OF SILT AND EXPIRES: 12-31-25 o METHODS OF REDUCING CHLORINE RESIDUALS TO A SAFE LEVEL AS MANDATED BY DEQ. AFTER EFFECTIVE DRAINAGE CONTROL. DEBRIS. PRIOR TO CITY FINAL ACCEPTANCE OF THE FACILITY, THE DEVELOPER SHALL 2.ALL RAIN DRAINS OR FOOTING DRAINS SHALL BE PIPED OR CONNECTED TO A DRAINAGE SYSTEM, DISPOSAL AND FLUSHING OF THE DISINFECTION SOLUTION, THERE WILL BE ANOTHER 24 HOUR PROVIDE A WRITTEN EVALUATION OF THE OPERATION AND MAINTENANCE NEEDS OF THE M DRAINAGE BLOCKOUTS SHALL BE PLACED IN CURBING FOR THOSE LOTS ONLY INDICATED ON PERIOD PRIOR TO BACTERIOLOGICAL TESTING. BACTERIOLOGICAL TESTS WILL BE TAKEN BY A 21. OREGON LAW REQUIRES FOLLOWING THE RULES ADOPTED BY THE OREGON UTILITY FACILITY AND CORRECT ANY DEFICIENCIES IDENTIFIED IN THE EVALUATION. a) NOTIFICATION CENTER. SAID RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH GENERAL ro THE PLANS. BLOCKOUTS ARE TO BE LOCATED 5' FROM PROPERTY LINES. TRAINED TIGARD WATER WORKER. OAR 952 001 0080. COPIES OF SAID RULES MAY BE OBTAINED FROM THE CENTER BY a CALLING 503-246-1987. IF YOU HAVE ANY QUESTION ABOUT THE RULES, CONTACT THE rroo 3. ALL STORM SEWER PIPE SHALL BE INSTALLED WITH WATERTIGHT JOINTS IN EASEMENT AREAS. CENTER. NOTE: DAMAGE TO UTILITIES SHALL BE CORRECTED AT THE PERMIT HOLDERS 17. PROVIDE AN ECLIPSE NO. 88 SAMPLING STATION MANUFACTURED BY KUPFERTE FOUNDRY, ST. CONSTRUCTION E LOUIS, MO 63102. THE SAMPLING STATION SHALL BE 2"-0" BURY, WITH A 3/4" FIPT (FEMALE IRON EXPENSE. NOTES N 3/4 4.STORM SEWER PIPE, UNLESS OTHERWISE NOTED ON PLANS, SHALL BE PVC PER ASTM D-3034 PIPE THREAD) INLET, AND A " UNTHREADED HOSE NOZZLE. ALL SAMPLING STATIONS SHALL BE -a (SDR 35). 0 ENCLOSED IN A LOCKABLE, NON-REMOVABLE, ALUMINUM-CAST HOUSING. WHEN OPENED, THE N SAMPLING STATION SHALL REQUIRE NO KEY FOR OPERATION AND THE WATER WILL FLOW IN AN tii 5.BACKFILL MUST BE COMPACTED TO A DENSITY OF 95% PER ASSHTO T-99 IN PAVED OR ALL-BRASS WATERWAY. ALL WORKING PARTS WILL BE OF BRASS AND BE REMOVABLE FROM ABOVE a) N STRUCTURAL FULL AREAS. MINIMUM COMPACTION IN UNPAVED OR NON-STRUCTUAL FILL GROUND WITH NO DIGGING. A COPPER VENT TUBE (STANDARD) WILL ENABLE THE SAMPLING AREAS IS 90%. STATION TO BE PUMPED FREE OF STANDING WATER TO PREVENT FREEZING AND TO MINIMIZE U BACTERIA GROWTH. THE EXTERIOR PIPING WILL BE BRASS AND A'/4" BALL VALVE SHALL BE PROJECT NO.: 146-004 0 6.STORM DRAIN LINES SHALL BE WHITE IN COLOR AND TESTED ACCORDING TO THE PROVIDED IN PLACE OF THE PET COCK ON THE VENT PIPE. TYPE: CONSTRUCTION on REQUIREMENTS OF CLEAN WATER SERVCES. TESTING SHALL BE PERFORMED AFTER w 18. WATER METERS WILL BE INSTALLED BY TPW UPON INDIVIDUAL REQUEST AND PAYMENT BY OTHERS CONSTRUCTION IS COMPLETED INCLUDING BACKFILLING AND COMPACTION OF BASE ROCK. REVIEWED BY: PRE T THE DEFLECTION TEST AS DESCRIBED IN THE AMERICAN PUBLIC WORKS ASSOCIATION MANUAL (OWNERS.) ALL WATER METERS CONNECTED TO AN IRRIGATION SYSTEM MUST HAVE THE PROPER OREGON CHAPTER IS REQUIRED. ALL SOTRM SEWER LINES MUST BE THOROUGHLY CLEANED OREGON STATE APPROVED BACKFLOW PREVENTION DEVICE, MINIMUM OF A DCVA (DOUBLE CHECK o PRIOR TO DOING ANY TESTING OR VIDEO TAPING. 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 0 SIZE, SHALL HAVE THE PROPER OREGON STATE APPROVED BACKFLOW PREVENTION DEVICE MINIMUM 7.THE ENDS OF STORM DRAIN SERVICE LATERAL OR PIPE STUBS SHALL BE MARKED WITH A ONE OF A DCVA INSTALLED ON THE PROPERTY SIDE OF THE METER. THE BACKFLOW PREVENTION DEVICE o PIECE 2"X4" MARKER EXTENDING A MINIMUM 12"ABOVE THE GROUND WITH THE END PAINTED SHALL BE INSTALLED AND TESTED BY THE OWNER, WITH THE RESULTS FORWARDED TO THE TPW a IN WHITE. ATTACH MAGNETIC TAPE ALONSIDE THE 2X4 MARKER (SEE DETAIL 290-ST). WATER DIVISION BEFORE WATER SERVICE CAN BEGIN. z CONDITIONS OF APPROVAL CONDITIONS OF APPROVAL THE FOLLOWING CONDITIONS SHALL BE SATISFIED PRIOR TO COMMENCING ANY SITE WORK: THE PARTITION PLAT". 93. PRIOR TO ANY SITE WORK FOR PHASE 3, THE PROJECT ARBORIST MUST PERFORM A SITE INSPECTION FOR 115. PRIOR TO FINAL PLAT APPROVAL FOR PHASE 3, THE APPLICANT MUST PAY AN ADDRESSING FEE FOR TREE PROTECTION MEASURES, DOCUMENT COMPLIANCE/NON-COMPLIANCE WITH THE URBAN FORESTRY ADDRESSES WITHIN PHASE 3 IN ACCORDANCE WITH THE CURRENT MASTER FEE SCHEDULE. (STAFF PLAN AND SEND WRITTEN VERIFICATION WITH A SIGNATURE OF APPROVAL DIRECTLY TO THE CITY CONTACT: OSCAR CONTRERAS, 503-718-2687). MANAGER OR DESIGNEE WITHIN ONE WEEK OF THE SITE INSPECTION. 116. PRIOR TO FINAL PLAT APPROVAL FOR PHASE 3, ALL PUBLIC INFRASTRUCTURE IMPROVEMENTS APPROVED 94. THE PROJECT ARBORIST MUST PERFORM SEMIMONTHLY (TWICE MONTHLY) SITE INSPECTIONS FOR TREE AND DIRECTED IN THE PFI PERMIT FOR PHASE 3 MUST BE CONSTRUCTED, COMPLETED AND/OR SATISFIED. PROTECTION MEASURES DURING PERIODS OF ACTIVE SITE DEVELOPMENT AND CONSTRUCTION, DOCUMENT COMPLIANCE/NON-COMPLIANCE WITH THE URBAN FORESTRY PLAN AND SEND WRITTEN 117. PRIOR TO FINAL PLAT APPROVAL FOR PHASE 3, THE APPLICANT MUST PREPARE CONDITIONS, COVENANTS VERIFICATION WITH A SIGNATURE OF APPROVAL DIRECTLY TO THE PROJECT PLANNER WITHIN ONE WEEK AND RESTRICTIONS (CCEtR'S) FOR THIS PROJECT, TO BE RECORDED WITH THE FINAL PLAT, THAT OF THE SITE INSPECTION. CLEARLY LAYS OUT A MAINTENANCE PLAN AND AGREEMENT FOR THE PROPOSED PRIVATE STREETS, PATHWAYS AND OPEN SPACE TRACTS. THE STREET LIGHTS REQUIRED FOR PRIVATE STREETS AND 95. PRIOR TO ANY SITE WORK FOR PHASE 3, THE APPLICANT MUST SUBMIT A SOIL VOLUME PLAN TO PATHWAYS MUST BE MAINTAINED AND PAID FOR BY THE HOA AND METERED SEPARATELY FROM THE DEMONSTRATE THE SOIL VOLUME STANDARD IS MET FOR PROPOSED STREET TREES. PUBLIC STREET LIGHT SYSTEM. THE CCEtR'S MUST OBLIGATE THE PRIVATE PROPERTY OWNERS WITHIN THE SUBDIVISION TO CREATE A HOMEOWNER'S ASSOCIATION TO ENSURE REGULATION OF MAINTENANCE 96. PRIOR TO ANY SITE WORK FOR PHASE 3, THE FINAL TREE CANOPY PLANTING PLAN MUST REMOVE TREE FOR THE STREET(S)AND ALLEYS. THE APPLICANT MUST SUBMIT A COPY OF THE CCEtR'S TO THE #9208. ENGINEERING DEPARTMENT (OSCAR CONTRERAS) PRIOR TO APPROVAL OF THE FINAL PLAT. 97. PRIOR TO ANY SITE WORK FOR PHASE 3, THE APPLICANT MUST INCLUDE DESIGN FOR ALL RETAINING 118. PRIOR TO FINAL PLAT APPROVAL FOR PHASE 3, THE APPLICANT MUST DEMONSTRATE THAT THEY HAVE WALLS TO BE CONSTRUCTED WITHIN PHASE 3 OF THE PFI SUBMITTAL. FORMED AND INCORPORATED A HOMEOWNER'S ASSOCIATION. 98. PRIOR TO COMMENCING SITE IMPROVEMENTS FOR PHASE 3, A PUBLIC FACILITY IMPROVEMENT (PFI) 119. PRIOR TO FINAL PLAT APPROVAL FOR PHASE 3, THE APPLICANT'S FINAL PLAT MUST CONTAIN STATE PERMIT IS REQUIRED FOR THIS PROJECT TO COVER ALL INFRASTRUCTURE WORK AND ANY OTHER WORK PLANE COORDINATES [NAD 83 (91)] ON TWO MONUMENTS WITH A TIE TO THE CITY'S GLOBAL rilliili:11:1 IN THE PUBLIC RIGHT-OF-WAY. SIX (6) SETS OF DETAILED PUBLIC IMPROVEMENT PLANS MUST BE POSITIONING SYSTEM (GPS) GEODETIC CONTROL NETWORK (GC 22). THESE MONUMENTS MUST BE ON THE SUBMITTED FOR REVIEW TO THE ENGINEERING DEPARTMENT. NOTE: THESE PLANS ARE IN ADDITION TO SAME LINE AND MUST BE OF THE SAME PRECISION AS REQUIRED FOR THE SUBDIVISION PLAT BOUNDARY ANY DRAWINGS REQUIRED BY THE BUILDING DIVISION AND SHOULD ONLY INCLUDE SHEETS RELEVANT TO (PER ORS 92.050). ALONG WITH THE COORDINATES, THE PLAT MUST CONTAIN THE SCALE FACTOR TO PUBLIC IMPROVEMENTS. PUBLIC FACILITY IMPROVEMENT PERMIT PLANS MUST CONFORM TO CITY OF CONVERT GROUND MEASUREMENTS TO GRID MEASUREMENTS AND THE ANGLE FROM NORTH TO GRID PACIFIC COMMUNITY DESIGN TIGARD PUBLIC IMPROVEMENT DESIGN STANDARDS, WHICH ARE AVAILABLE AT CITY HALL AND THE CITY'S NORTH. THESE COORDINATES CAN BE ESTABLISHED BY: 12564 SW Main Street Tigard, OR WEB PAGE (WWW.TIGARD-OR.GOV). • GPS TIE NETWORKED TO THE CITY'S GPS SURVEY. 97223 • BY RANDOM TRAVERSE USING CONVENTIONAL SURVEYING METHODS. 99. PRIOR TO COMMENCING SITE IMPROVEMENTS FOR PHASE 3, THE APPLICANT MUST SUBMIT THE EXACT FINAL PLAT APPLICATION SUBMISSION REQUIREMENTS ARE AS FOLLOWS: [T] 503-941-9484 LEGAL NAME, ADDRESS AND TELEPHONE NUMBER OF THE INDIVIDUAL OR CORPORATE ENTITY WHO WILL A. SUBMIT FOR CITY REVIEW FOUR (4) PAPER COPIES OF THE FINAL PLAT PREPARED BY A LAND 1ST SUBMITTAL: 04/15/2024 BE DESIGNATED AS THE "PERMITTEE", AND WHO WILL PROVIDE THE FINANCIAL ASSURANCE FOR THE SURVEYOR LICENSED TO PRACTICE IN OREGON, AND NECESSARY DATA OR NARRATIVE. 2ND SUBMITTAL: 06/17/2024 PUBLIC IMPROVEMENTS. FOR EXAMPLE, SPECIFY IF THE ENTITY IS A CORPORATION, LIMITED • FINAL PLAT AND DATA/NARRATIVE MUST BE DRAWN TO THE MINIMUM STANDARDS SET FORTH BY 3RD SUBMITTAL: 08/28/2024 PARTNERSHIP, LLC, ETC. ALSO SPECIFY THE STATE WITHIN WHICH THE ENTITY IS INCORPORATED AND THE OREGON REVISED STATUTES (ORS 92.050), WASHINGTON COUNTY, AND BY THE CITY OF 4TH SUBMITTAL: 10/04/2024 PROVIDE THE NAME OF THE CORPORATE CONTACT PERSON. FAILURE TO PROVIDE ACCURATE TIGARD. INFORMATION TO THE ENGINEERING DEPARTMENT WILL DELAY PROCESSING OF PROJECT DOCUMENTS. • FINAL PLAT MUST SHOW THE RIGHT-OF-WAY DEDICATION FOR ALL PUBLIC STREETS. • SUBDIVISION PLATS WILL INCLUDE SIGNATURE LINES FOR CITY ENGINEER AND COMMUNITY REVISIONS 100. PRIOR TO COMMENCING SITE IMPROVEMENTS FOR PHASE 3, THE APPLICANT MUST PROVIDE A DEVELOPMENT DIRECTOR. NO. DATE DESCRIPTION CONSTRUCTION VEHICLE ACCESS AND PARKING PLAN FOR APPROVAL BY THE CITY ENGINEER. THE • PARTITION PLATS WILL INCLUDE A SIGNATURE LINE CITY ENGINEER. PURPOSE OF THIS PLAN IS FOR PARKING AND TRAFFIC CONTROL DURING THE PUBLIC IMPROVEMENT NOTE: WASHINGTON COUNTY WILL NOT BEGIN THEIR REVIEW OF THE FINAL PLAT UNTIL THEY CONSTRUCTION PHASE. ALL CONSTRUCTION VEHICLE PARKING MUST BE PROVIDED ON-SITE. NO RECEIVE NOTICE FROM THE CITY OF TIGARD ENGINEERING DEPARTMENT INDICATING THAT THE CITY CONSTRUCTION VEHICLES OR EQUIPMENT WILL BE PERMITTED TO PARK ON THE ADJOINING RESIDENTIAL HAS REVIEWED THE FINAL PLAT AND SUBMITTED COMMENTS TO THE APPLICANT'S SURVEYOR. PUBLIC STREETS. CONSTRUCTION VEHICLES INCLUDE THE VEHICLES OF ANY CONTRACTOR OR AFTER THE CITY AND COUNTY HAVE REVIEWED THE FINAL PLAT, SUBMIT ONE MYLAR OF THE FINAL SUBCONTRACTOR INVOLVED IN THE CONSTRUCTION OF SITE IMPROVEMENTS OR BUILDINGS PROPOSED BY PLAT FOR CITY ENGINEER SIGNATURE (FOR PARTITIONS), OR CITY ENGINEER AND COMMUNITY THIS APPLICATION, AND MUST INCLUDE THE VEHICLES OF ALL SUPPLIERS AND EMPLOYEES ASSOCIATED DEVELOPMENT DIRECTOR SIGNATURES (FOR SUBDIVISIONS). SUBMIT A CHECK IN THE AMOUNT OF WITH THE PROJECT. THE CURRENT FINAL PLAT REVIEW FEE (CONTACT PLANNING/ENGINEERING PERMIT TECHNICIANS, AT 503-718-2421) 101. PRIOR TO COMMENCING SITE IMPROVEMENTS FOR PHASE 3, THE APPLICANT'S CITY OF TIGARD PUBLIC FACILITY IMPROVEMENT PERMIT CONSTRUCTION DRAWINGS MUST INDICATE THAT STREET THE FOLLOWING CONDITIONS SHALL BE SATISFIED PRIOR TO ISSUANCE OF BUILDING PERMITS: IMPROVEMENTS, INCLUDING TRAFFIC CONTROL DEVICES, MAILBOX CLUSTERS, CONCRETE SIDEWALKS, DRIVEWAY APRONS, CURBS, ASPHALTIC CONCRETE PAVEMENT, SANITARY SEWERS, STORM DRAINAGE, 120. PRIOR TO ISSUANCE OF BUILDING PERMITS FOR PHASE 3, THE APPLICANT MUST PROVIDE THE PLANNING STREET TREES, STREETLIGHTS, AND UNDERGROUND UTILITIES MUST BE INSTALLED WITHIN THE INTERIOR DEPARTMENT WITH A PAPER COPY OF THE RECORDED FINAL PLAT. SUBDIVISION STREETS. LOCAL STREETS MUST BE DESIGNED AND CONSTRUCTED TO LOCAL STREET STANDARDS. REQUIREMENTS PRIOR TO COMMENCING SITE IMPROVEMENTS FOR SPECIFIC STREETS ARE AS 121. UNLESS EXPRESSLY PROVIDED OTHERWISE IN THIS APPROVAL, THIS PROPOSED DEVELOPMENT IS FOLLOWS: CONDITIONED ON THE APPLICANT FULLY COMPLYING WITH THE PLANS, SPECIFICATIONS AND • YUKON/EVERTON STREET, 164TH AVENUE, SWALLOW TERRACE, 163RD AVENUE, 162ND AVENUE, COMMITMENTS SET FORTH IN THE APPLICATION DATED AND RECEIVED BY THE CITY JANUARY 18, 2017 162ND TERRACE, MAYBELLE LANE, ROSLYN LANE, AND BLACKSTONE LANE, LOCAL RESIDENTIAL AND ALL RELATED SUBMITTALS. SKINNY STREETS, PER TDC FIGURE 18.810.4.B, MUST BE SHOWN TO HAVE: i - - RIGHT-OF-WAY DEDICATION OF 50 FEET MINIMUM 122. PRIOR TO ISSUANCE OF BUILDING PERMITS FOR PHASE 3, THE APPLICANT MUST PROVIDE THE - PAVEMENT WIDTH OF 28 FEET CURB TO CURB ENGINEERING DEPARTMENT WITH A PAPER COPY OF THE RECORDED FINAL PLAT. - CONCRETE CURB OR CURB AND GUTTER AS NEEDED - SANITARY SEWER 123. PRIOR TO ISSUANCE OF BUILDING PERMITS FOR PHASE 3, THE CITY ENGINEER MUST DEEM THE - STORM DRAINAGE STORMWATER MANAGEMENT FACILITY COMPLETED, INCLUDED ALL PLANTINGS AND CONTROL - UNDERGROUND UTILITIES STRUCTURES. - 5-FOOT SIDEWALK WITH 5-FOOT PLANTER STRIP - STREET TREES, LIGHTING, STRIPING, SIGNS 124. PRIOR TO ISSUANCE OF BUILDING PERMITS FOR PHASE 3, THE APPLICANT MUST SUBMIT AND OBTAIN - TRAFFIC CONTROL DEVICES APPROVAL OF A CONSTRUCTION ACCESS AND PARKING PLAN FOR THE HOME BUILDING PHASE. - PARKING ON BOTH SIDES OF THE STREET 125. PRIOR TO ISSUANCE OF BUILDING PERMITS FOR PHASE 3, THE APPLICANT MUST SUBMIT A FINAL 102. PRIOR TO COMMENCING SITE IMPROVEMENTS FOR PHASE 3, THE APPLICANT MUST SUBMIT PROFILES OF CONSTRUCTION SUPERVISION REPORT PREPARED BY THE PROJECT GEOTECHNICAL ENGINEER. ALL STREETS WITH THEIR PERMIT APPLICATION(S). Il 126. PRIOR TO ISSUANCE OF BUILDING PERMITS FOR PHASE 3, THE CITY ENGINEER MUST DEEM THE PUBLIC ad 103. PRIOR TO COMMENCING SITE IMPROVEMENTS FOR PHASE 3, THE APPLICANT MUST SUBMIT A PRELIMINARY IMPROVEMENTS SUBSTANTIALLY COMPLETE. SUBSTANTIAL COMPLETION MUST BE WHEN: 1) ALL UTILITIES co CERTIFICATION OF ADEQUATE SIGHT DISTANCE FOR EACH PUBLIC STREET INTERSECTION CREATED WITH ARE INSTALLED AND INSPECTED FOR COMPLIANCE, INCLUDING FRANCHISE UTILITIES, 2) ALL LOCAL R:Cvexielvtace,E THIS DEVELOPMENT, PREPARED AND STAMPED BY A REGISTERED PROFESSIONAL ENGINEER, AS WELL AS A RESIDENTIAL STREETS MUST BE FULLY PAVED, 3) ANY OFF-SITE STREET AND/OR UTILITY IMPROVEMENTS co DETAILED LIST OF IMPROVEMENTS NECESSARY TO OBTAIN ADEQUATE INTERSECTION SIGHT DISTANCE. ARE SUBSTANTIALLY COMPLETED, AND 4)ALL PUBLIC STREET LIGHTS ARE INSTALLED AND READY TO BE ENERGIZED. (NOTE: THE CITY APART FROM THIS CONDITION AND IN ACCORDANCE WITH THE CITY'S 104. PRIOR TO COMMENCING SITE IMPROVEMENTS FOR PHASE 3, THE APPLICANT MUST PROVIDE A FINAL MODEL HOME POLICY, MAY ISSUE MODEL HOME PERMITS). GRADING PLAN SHOWING THE EXISTING AND PROPOSED CONTOURS. THE PLAN MUST DETAIL THE No PROVISIONS FOR SURFACE DRAINAGE OF ALL LOTS, AND SHOW THAT THEY WILL BE GRADED TO INSURE 127. PRIOR TO ISSUANCE OF BUILDING PERMITS FOR PHASE 3, THE APPLICANT MUST PROVIDE THE CITY WITH N THAT SURFACE DRAINAGE IS DIRECTED TO THE STREET OR A PUBLIC STORM DRAINAGE SYSTEM APPROVED AS-BUILT DRAWINGS OF THE PUBLIC IMPROVEMENTS AS FOLLOWS: 1) PAPER, 2) AN ELECTRONIC COPY, RIVER TERRACE BY THE ENGINEERING DEPARTMENT. FOR SITUATIONS WHERE THE BACK PORTIONS OF LOTS DRAIN AWAY AND 3)THE AS-BUILT DRAWINGS MUST BE TIED TO THE CITY'S GPS NETWORK. THE APPLICANT'S FROM A STREET AND TOWARD ADJACENT LOTS, APPROPRIATE PRIVATE STORM DRAINAGE LINES MUST BE ENGINEER MUST PROVIDE THE CITY WITH AN ELECTRONIC FILE WITH POINTS FOR EACH STRUCTURE O PROVIDED TO SUFFICIENTLY CONTAIN, CONVEY AND TREAT RUNOFF FROM EACH LOT. (MANHOLES, CATCH BASINS, WATER VALVES, HYDRANTS AND OTHER WATER SYSTEM FEATURES) IN THE PARK (.1DEVELOPMENT, AND THEIR RESPECTIVE X AND Y STATE PLANE COORDINATES, REFERENCED TO NAD 83 0 105. PRIOR TO COMMENCING SITE IMPROVEMENTS FOR PHASE 3, THE APPLICANT MUST INCORPORATE THE (91). AS BUILT SUBMITTAL MUST INCLUDE AN ACROBAT ( ` .PDF) FILE, ONE 11X17 PAPER COPY AND THE PHASE 3 RECOMMENDATIONS FROM THE SUBMITTED GEOTECHNICAL REPORT BY GEODESIGN, DATED OCTOBER 24, ELECTRONIC POINT FILE AS STATE ABOVE AND SHOWN IN THE EXAMPLE BELOW. iL iw 2016, INTO THE FINAL GRADING PLAN. THE GEOTECHNICAL ENGINEER MUST BE EMPLOYED BY THE EXCEL SPREADSHEET/POINT DATABASE FILE EXAMPLE: = APPLICANT THROUGHOUT THE ENTIRE CONSTRUCTION PERIOD TO ENSURE THAT ALL GRADING, "FEATURE"; "TYPE"; "XCOORD"; "YCOORD"; "ZCOORD": "' INCLUDING CUTS AND FILLS, ARE CONSTRUCTED IN ACCORDANCE WITH THE APPROVED PLAN AND "SSMH02"; "MH"; "7456892.234"; "6298769.879"; "192.45" 3 APPENDIX J OF THE OREGON STRUCTURAL SPECIALTY CODE. "WV03", "WV", "7456956.654", "6298723.587", "214.05 LA 106. PRIOR TO COMMENCING SITE IMPROVEMENTS FOR PHASE 3, THE DESIGN ENGINEER MUST INDICATE ON 128. PRIOR TO ISSUANCE OF BUILDING PERMITS FOR PHASE 3, THE APPLICANT MUST PROVIDE INTERSECTIONLu C �,�C� PRO; ~O THE GRADING PLAN WHICH LOTS WILL HAVE NATURAL SLOPES BETWEEN 10 PERCENT AND 20 PERCENT, SIGHT DISTANCE CERTIFICATION MEETING WASHINGTON COUNTY STANDARDS. �c�\' o I NeF` z AS WELL AS LOTS THAT WILL HAVE NATURAL SLOPES IN EXCESS OF 20 PERCENT. THIS INFORMATION WILL Lt1 BE NECESSARY IN DETERMINING IF SPECIAL GRADING INSPECTIONS AND/OR PERMITS WILL BE NECESSARY THE FOLLOWING CONDITIONS SHALL BE SATISFIED PRIOR TO ISSUANCE OF BUILDING OCCUPANCY: 8957PE ce LLI WHEN THE LOTS DEVELOP. C�A��✓" ia > 129. PRIOR TO ISSUANCE OF OCCUPANCY FOR PHASE 3, THE APPLICANT MUST HAVE APPROVAL FROM CWS TO 8 107. PRIOR TO COMMENCING SITE IMPROVEMENTS FOR PHASE 3, THE FINAL CONSTRUCTION PLANS MUST BE CONNECT TO AN OPERABLE PUMP STATION. OREGON RISIGNED BY THE GEOTECHNICAL ENGINEER TO ENSURE THAT THEY HAVE REVIEWED AND APPROVED THE m� 5 - 8 9- $? PLANS. THE GEOTECHNICAL ENGINEER MUST ALSO SIGN THE AS-BUILT GRADING PLAN AT THE END OF 130. PRIOR TO ISSUANCE OF OCCUPANCY FOR PHASE 3, THE CITY ENGINEER MUST DEEM THE PUBLIC c. 9/rFA.'pRE��P o THE PROJECT. IMPROVEMENTS IN WASHINGTON COUNTY RIGHT-OF-WAY SUBSTANTIALLY COMPLETE. SUBSTANTIAL COMPLETION MUST BE WHEN: 1) ALL UTILITIES ARE INSTALLED AND INSPECTED FOR COMPLIANCE, EXPIRES: 12-31-25 108. PRIOR TO COMMENCING SITE IMPROVEMENTS FOR PHASE 3, THE APPLICANT MUST OBTAIN A CWS INCLUDING FRANCHISE UTILITIES, 2) ALL PUBLIC STREETS MUST BE FULLY PAVED, 3)ANY OFF-SITE o STORMWATER CONNECTION AUTHORIZATION PRIOR TO ISSUANCE OF THE CITY OF TIGARD PFI PERMIT. STREET AND UTILITY IMPROVEMENTS ARE SUBSTANTIALLY COMPLETED, AND 4) ALL STREET LIGHTS ARE PLANS MUST BE SUBMITTED TO THE CITY OF TIGARD FOR REVIEW. THE CITY WILL FORWARD PLANS TO INSTALLED AND READY TO BE ENERGIZED. CWS AFTER PRELIMINARY REVIEW. 131. PRIOR TO ISSUANCE OF OCCUPANCY FOR PHASE 3, OBTAIN A FINALED WASHINGTON COUNTY FACILITY co 109. PRIOR TO COMMENCING SITE IMPROVEMENTS FOR PHASE 3, THE APPLICANT MUST PROVIDE AN EROSION PERMIT. CONTINGENT UPON THE FOLLOWING: GENERAL a CONTROL PLAN THAT INCLUDES ALL ON AND OFF SITE WORK CONFORMING TO THE "CWS EROSION A. THE ROAD IMPROVEMENTS COMPLETED TO COUNTY STANDARDS. co PREVENTION AND SEDIMENT CONTROL DESIGN AND PLANNING MANUAL" (CURRENT EDITION) AS PART OF B. UPON COMPLETION OF NECESSARY IMPROVEMENTS, SUBMIT FINAL CERTIFICATION OF ADEQUATE CONSTRUCTION THE PFI PERMIT DRAWINGS. SIGHT DISTANCE IN ACCORDANCE WITH COUNTY CODE, PREPARED AND STAMPED BY A REGISTERED E PROFESSIONAL ENGINEER. D 110. PRIOR TO COMMENCING SITE IMPROVEMENTS FOR PHASE 3, ANY EXTENSION OF PUBLIC WATER LINES NOTES -o MUST BE SHOWN ON THE PROPOSED PFI PERMIT CONSTRUCTION AND MUST BE REVIEWED AND APPROVED 132. PRIOR TO ISSUANCE OF OCCUPANCY FOR PHASE 3, THE DEVELOPER WILL INSTALL A 5-FOOT-HIGH BY THE CITY AS A PART OF THE ENGINEERING DEPARTMENT PLAN REVIEW. NOTE: AN ESTIMATED 12 MINIMUM CHAIN LINK FENCE AT THE TOP OF ALL RETAINING WALLS ADJACENT TO THE SOUTHERN PERCENT OF THE WATER SYSTEM COST WILL BE ASSESSED PRIOR TO APPROVAL OF THE CITY OF TIGARD'S BOUNDARY OF PARCEL 2. ai PFI PERMIT. 111. PRIOR TO COMMENCING SITE IMPROVEMENTS FOR PHASE 3, THE APPLICANT WILL BE REQUIRED TO ✓ PROVIDE WRITTEN APPROVAL FROM TUALATIN VALLEY FIRE AND RESCUE (TVFEtR) FOR FIRE FLOW, PROJECT NO.: 146-004 1- HYDRANT PLACEMENT AND ACCESS PRIOR TO ISSUANCE OF THE CITY OF TIGARD'S SITE PERMIT. TYPE: CONSTRUCTION on c THE FOLLOWING CONDITIONS SHALL BE SATISFIED PRIOR TO FINAL PLAT APPROVAL: REVIEWED BY: PRE 3 T 112. PRIOR TO FINAL PLAT APPROVAL FOR PHASE 3, THE APPLICANT MUST SUBMIT A REVISED PARKING PLAN o TO REFLECT ANY CHANGES DUE TO HYDRANT PLACEMENT PER TUALATIN VALLEY FIRE AND RESCUE. 1- 0o 113. PRIOR TO FINAL PLAT APPROVAL FOR PHASE 3, THE FINAL SUBDIVISION MUST CONTAIN AN EXPRESS GRANT OF AN EASEMENT OVER THE ENTIRE TRACT K, FOR THE BENEFIT OF PARCEL 2, FOR ACCESS AND 1 02 _ ALL UNDERGROUND UTILITIES INSTALLED IN SUBDIVISION. 2 a 114. PRIOR TO FINAL PLAT APPROVAL FOR PHASE 3, REVISE FINAL PLANS TO SHOW "NO PUE ON PARCEL 2 OF z LEGEND . :. EXISTING SIDEWALK EASEMENT LINES EX SANITARY SEWER OS EX SANITARY MANHOLE X EX LIGHT POLE = EXISTING RIGHT-OF-WAY EX STORM DRAIN , EX SANITARY CLEANOUT EX TREES ',=!!!!!!!!!! EXISTING GRAVEL •••• •••• •• i — EXISTING CENTERLINE EX WATER LINE © EX STORM MANHOLE EXISTING PAVEMENT EXISTING PROPERTY LINE X EX FENCE ❑ EX AREA DRAIN % A EXISTING BUILDING EXISTING BOUNDARY LINE ❑ EX CURB INLET PHASE LINE O EX STORM CLEANOUT I 1 EXISTING WETLAND EX 2-FOOT CONTOURS EX FIRE HYDRANT r EXISTING WETLAND BUFFER EX 10-FOOT CONTOURS ® EX WATER METER ® EX WATER VALVE ® EX BUTTERFLY/GATE VALVE SITE BOUNDARY EXISTING DRIVEWAY CONTRACTOR TO MAINTAIN EXISTING ACCESS UNTIL THE COMPLETION EXISTING INLETS EXISTING SS Et SD MANHOLES TO REMAIN TO REMAIN OF THE CONNECTION OFF OF SW 162ND TER. SEE SHEET FG1 TO REMAIN — EXISTING WATER � o �� - , .-.— �--- X X ,. X .. X .. ...� tni .�. - T — —= SERVICE TO REMAIN I \ jk It 40 40 I I 1 J 1- II \ 1 jet _ . 64� ill . — I� '• II // /© I II \ — 1 I IEXISTING BUILDING � ltO.. i'� aII I I )11ITAX LOT 500 TO REMAIN . Oil I 25.00' TEMPORARY ACCESS �►;. /� ��__�� 1II I 11111 III / �`f� � —J AND UTILITY EASEMENT PER / I / /E■�■a I 1 I II II I TAX MAP 2S108CB A% DOCUMENT NO. 2016-085344 / �' �: Jr -► I I I \� . JI i x I —— 1 Ii�� ; EXISTING INLET 1 ,� EXISTING BLOWOFF TO `^ IIIII I III 1 1~ .litA \ / IPACIFIC COMMON' " DESIGN - 17.......--fii EXISTING STORM AND SANITARY LATERALS TO fIPRIVATE ACCESS TO BE TO REMAIN �� o� /I BE REMOVED I I 1 I ) Ili ,ii/ a \ REMOVED AFTER ALTERNATE ) � \ 12564 SW Main Street Tigard, OR J L 7 Ii 1� / I 1 / 1_— I REMAIN. CONTRACTOR TO INTERCEPT LATERAL % /, �i — L — — — — — — /' '' \-- ACCESS IS CONSTRUCTED r / 97223 _ L 7 . i - 7 \ / AT PL AND CONNECT TO STORM SYSTEM BUILT �: f.+ �� I i L— /\ I ;� �IE�liseeeeba� � ; sl�il ��ae�eeeee �ee�aysee �� L [T] 503 941 9484 WITH PHASE 3. SANITARY SEWER TO CONNECT -, \ �;,� / / ,-•- li I -' IId9i�l►�}li�l�lt II�■1d9�fP■■ LJ@i��_1dB®1!a_��I L .� a o •W 1 O 1 N `P -b •A �� / © 'I' Iii.M - lia s ivAmi © , TO PHASE 1 INFRASTRUCTURE. LATERAL WORK 1� ra ` v �� / 1ST SUBMITTAL: 04/15/2024 fi .� I 0!,�1'='�im 0 1iAU • o4impi ! ON ADJACENT PROPERTY WILL BE PERFORMED 0� I ( ( c EXISTING BARRICADES _ _ \ / 2ND SUBMITTAL: 06/17/2024 °ii fr1i�� \I gni= UNDER SEPARATE BUILDING PERMIT. a �+ I <_ �� 3RD SUBMITTAL: 08/28/2024 \ w SW EVERTON ST v� - \ � I TO BE REMOVED -\._ ,,�� ( _ !. 4TH SUBMITTAL: 10/04/2024 V s� 3 ` r y N. r' / _ \ t I\ �� r� .��C ®9 �® �. \ - � I o \ / / / REVISIONS \� � II 1 1 -= 1 1 I �� ::-:::-----"&.----------::::_ij1-1 1 III 1( -- - I .1 ---- �` f o ` ' I --, 11 � ,IIIII( \\__=�'�_• II" iI I 1 \ �--- — sI II I II © , IIIII 1 III I - a © 1IIII 1 II \ I 1 I Ili i L-�J-4/g. I =_- \ _-�- - _ - -__ \° \kt, NO. DATE DESCRIPTION 11 I 1 �I ■I� ! III I I ®I ICI I I III I I \ ��1\ - I I 1 I I \�__ �\_- �—- -_ _ -�� 1 \ 1 l l I ■NrimillI y 11 III �IUii■; l I I 1 I iI ILL-_ ii `- I I I ,hI I Coo— ll \ll EXISTING TREES 1 I I EXISTING INLET I t, ' E WI ` E 1 / \ \ 1 I 1 IMI I TO REMAIN, TYP. I I TO REMAIN ` o I I 1111 I I I 1111 1 II II 1 III 1 1111 11I 11 / V? I M1 I I!MI� I I I �� ` 1 1 I I I `L\�� 11 I III I , I I ,F�►. I I I I I I I I r I 1111:41 `r - Thl I / �-- ��rll 11 . I . I _ 1 .386 IIII I II\�// III I I =► N ■.,�i4. 11�I IIII -_ l -- ■I■CC- - 1 I IIII i m1 . TAX LOT 400 _, \ L-� 1j111�--II II 11 I I \�� \�\\ --�f��fi -, 1 ll`.� - 1� ' �, 1 ► III ► \ I I 1 1 IIII isi I 1 11 1 I TAX MAP 2S108CB x I I 1 , I I I J��- L l III M I I�I I I II I TAX LOT 100 I - I 1III 6mIN11■ill . . III 1 I l I I I I d V I II 1 1 11111 1- ===�y` -L I I I I I I I I\ I 1 11111 III ■ ��v _-- � a 11 II IIIII I 11 TAX MAP 2S108CB + L111 II L II I_J I 1 i ■.ray,► II I -,_ \ N 11 I I 1 +11I_�. 11_ ' \\ 1 II 1-- .. , ia_ \ 1 IIII) r ✓_,. M1 I I11`_ I llllj_-f Z--JI I ° ` I .II'_-- \\ I L _ .� 1 1 lg. '� r I IIII 1 I I lao \�—1\ �-\ J I I 1 EXISTING BLOWOFF TO 1_ 11�1 I ji I I _ �IIIII 111 II IIII - 11 o IIii / I ^1I � - 111 EXISTING BARRICADES "'tills— .__. - - I_ ll / EXISTINGSTORMLATERAL I I -�1 1\_\ I 1 '� N. TO BE REMOVED �' �� ■ t� 11 1 I 1 / 1 ■o u11 ilk 1[—_ I I Ill ■1 ! ` Il/ I 1 TO BE REMOVEDI I /'—1 l ,11 I1 I -I L L ` fi i - I 1l - .4.4■I� — r l I e\\ \ E,. t,, I�— ,I 1 - a I ILL \ f I IIII 1 \, --- _ \ \ \\``_/ `s�' \ 1 1 \ \ \ M jli ',. - 1111 _ II 11I I cn I \ I f j l \� \\\\\`_ o N Q p ! _ I _ \ �-� 1 P i� _ SW ROSLYN LN xss o °o I I 1111 I I I �1 I1I PHASE 2 / PHASE 3 'L J� 1 \ o o o �,�— \\ \ COZ v a e• v v a a ao _�� ram' ��I� 11 :I .I.�4. I 11IIIIIII i . [ L II I �� II \ II I I I I I / JI II r— l l I l , I I — IBOUNDARY1 . 11 I / I �`1\ _ 11 III' \ I 1 I IIIII — --—�—� — r-—— 4 as a a�xaa axazaxoaxaoa �eaee�m >� „Y _))_, EIN' -^ - -- -= ` ---1 r- __ ` I IIII A°° l /• / \ I I— - - - 11 I I I I 11 L� Z r 362;\\ II` ``\\« —� L I l—_�I�—_--_\ I 1� — ---_ 11 _ EXISTING SD MANHOLE � 11 1 1 1 im I III PHASE 1 / PHASE 2 1 I I 1 11 1\ \\ 1 ( — _ -- -� 1111 I �) ■I■iee. 111 I 1 IIII BOUNDARY' I I I I I I j 1 IIII IIII 1\ 1 I \\ `�-_-_ -_ \�--- — — - TO REMAIN ——- I y_ \ �1 �� 11 ` 1 I Ill\ _ I � __ L I I 11I /1= `I I I I IIII tiJ 398,�� -- ��\- --� - - - - - �i _ - \\` ...... !?4■1 �11 --_ \\ _ �- �I ill; \�-- II1)1L1,1_ Ii lIIII IIII I I I I /` 1IEXISTING SS MANHOLE 1�'II i l - I ^ 11 J - i /� \ \\ III I TAX LOT 200 TO REMAINI I 11 II !III IIIIIII1 'IIIIIIr= / = �- � •�1�\\` I 11 Il_ �J 396 L TAX MAP 2S108CB I I`--- 1 ' - 'IIII I III 1 1 I I _lc I if \ \ 11 I l�—�\ \\ - \ — _ —' _ -- s �1 �■IIII I CI �I�?4!► I I 21:mg , i 1 L I I I 111 \ \ --- - - -_ = J _ *+��„ :1.1�■ I _I, I I ` 1 11111 ,■ I l_J I I 1 \ 11 11 1 \ - -- -- A '� -l0 I I`i , 1I.■_F.III A - - Lt -— ll�_ j11■�'i pw�- -_ A \ I III EXISTING SS CLEANOUT I \\ IIII I J��•394-` - -I— ——- �\`-- - -/ I �� - 111 I _ a11 -- I I I 111 . air■II� J I 1 I I I I I L TO BE REMOVED _ .I \l ,I I II \I \ \ 1 . _ �) I I I I ��©�� I 11 1 I 1 I ,..I� 11 , / Y\ ., 1( 1 � �� I iejthrtke, II �1,�.1.�.� �I I I I IIIII F1, ��,I 1 I , I 1 I l)� -, I I _J I I 1 1 I ; I R*97ex „_ �=J11�L�/ � II o I ��, J 11I - - J14 �, aaa �o�1IN ��..0 J 1 ` , 1 \ EXISTING SD MANHOLE 1 I I 1 I I \ I H EXISTING BLOWOFFTO � I- - rI Y1 _ —11I I BE REMOVED �i :;. h o o — �ril � T EXISTING BLOWOFF TO J �^ / 1 ;It! xss -1 �_ I C (/ / // / l \ -- EXISTING BARRICADES / �� — I I • XSS o .�, BE REMOVED I / \ - �i E ■� •° ■ -- s — �,__� —�° , 9 I TO BE REMOVED - QCCCCSCCa444aaaaa�caxxcaeaax�xaonnonl�eeee�>��eeeeeEec�ceeee2�1� �'��`/ r:S `, XSD� 'o SW PERTH RD 1 1 `"; " — �•— �� -- � o M i© / I I I ° '_�a■S!N■E■� ■z!tI■I,!MENI NIEWI►■MENII■ ► �, °_ r _ .. M Nam; �� I 7 I� - _ xv� -_ RIVER TERRACE - =`' = � �s - ■■ramp 'o NI7 >1U.-Im P �� M X I I I I �M 1 �-• rV Q .O \g �' �.'1 � — tta �'_t � ,�� oEXISTING SD CLEANOUT 9 a 9 q M� —_ � - � I ' ° "�� ^ �^ �� ' © ,SW BLACKSTONE LN 71- —1 , - - - - �J` �,� � - ` °�` TO BE REMOVED 1 I I I II - r,.� r fir`/ 1 — imarA��a�ai�®11211 1 e�ae =,. PARK p 9- rr` *v< ,t. r I -- ��: © \ I /.milli icvN 5�5444445' +74444E►XXCSOMCC 4k 7G:X►744b:C0 R eN, '�1 ‘•� �. = �� 1 0 t l /l IIII I I I _J — o �> �: '� ,r' - - I 0 1/A- 1� ' ., \ / IM 1 EXISTING SS CLEANOUT /- c, — _ �l 1 N,• • • • t - - j• ' • 4., r - - / ti 4k, / I r r TO BE REMOVED r PHASE 3 r \ , ` ,// ' Iq� rn \ IM C EXISTING SANITARY a EXISTING SS MANHOLE \1, I®1: '' v �� N` 1�.. \ �8 - ——— - = TO REMAIN - —�I o • • - r • • • \< .\ . „ ('6, \— LATERAL TO REMAIN, TYP. - -_ ___ 4 0 1 i. ;� . EXISTING WETLAND - /. //// ,��,. ..�� \. s -\ \\_—— _ — -.\-—__,� -- — — iN —— —� EXISTING SD MANHOLE _/ ___ ..1 1 I �°itl BUFFER TO REMAIN / � s �' ��\ \ 11 I TO REMAIN 11 I I . • ��„_ - - �- •� / / / / /+• � \ .� � �� \ �\� EXISTING STORM LATERAL I 1 I � �I� 0 PROFw / I II ak - -• g� �1 � �\ \ TO REMAIN TYP. l —— ——— _ I I III F z �� ;� h ,.,. �� / ll Spy ' A\\ — � ` - - --- — --- _— o� �� / 40,„ Z `G I , r ,, �/ / / 1 \ 441: C ti v ® �� d ■ 8957PE 3 r • • • • 7 .7 / .. "N. % R� ©� ter, mow_ z • f r: rr ,� 7 x : y / / +$ �� © �. ■ ■ © I OREGON cb Ou ' ' ' - -,,- 4 j • l .� I I o 1.. XSS x• X55\ © XSS XSS yx ��. .� -.• -�:1'� �� / / `'�isir �/ to 4ftr- 0 0 �csD — -. 0 xs° xsD �oi�� o l �,9 � 8Zo Pao M . a• • • l l l I I /I \ i ��±� \, `�. ,6 y.� 68 „� Z1�t� Mi:1t,'im :c. �f 'A \,. # _ / ° / / l l I III �111=i 6g I �!_ IIIIIIlIIIIIIIlIIIIIIlsI��mI■IIIIII! ,, FA. RED ,t11I pa - ' .� "Y,. � l l l Y'. I l I II III 9 �� h ieeeec »»> »> --- ------------- --_.._._----- _ o -1 _,,�i. �� / ,g�l Q — — e —•_ _ � �, — EXPIRES: 12-31-25 N .1 ' ��11�. EXISTING WETLANDS / ,, — I dY�O' ThafVel±•:‘ _ - - — — -- I_ _ _ / TO REMAIN / / / y ,1g / I �"� =S — — - rlar I r, �i �N" / l l - l IV l ,,`` 7 IIII lia '� 7 Ai tt4 / // l I / / l lI �� l / _I\1 1\ 1 EXISTING al /"It �. 7 At 111/47. �,� �, �� CONDITIONS -. -i14 / j �f • • I 114 I jili/ 1 l ' !��j - - - r =- °\ iti /// . 1 ..._............:. ,, ,,., ,,-. 4 / 764,, l Ill .11 rir* , ... „ , , 11 . . 11 ``MI , I _c / ' / ' // : Ak � I , IIIII // i . 11111151 �■ - - ' Hit ,I I ` ( ' — i` l =.--.. - PROJECT NO.: 146 004 on- it - 11 \ ` �i i , �NI� 11 vgits, isa454444snr �rtrnYnnnnr.i.mi- - -Y-t,. ..- �, TYPE: CONSTRUCTION 3 (;) \ \ \ `i i j II' �1�°�� w Xw —i X°�^� r- w C -- -XW — xw I REVIEWED BY: PRE coT,� r a I i i i ' O X I — XSD — . i O_ I © �� aill, o,g. -xsD — xsC —SW HAWK RIDGE RD� \ maw 1 ,`, o /II �1 /�I�1\ \11�C3 „, ' .r i,g,i:`-1-Z-��d 'Ili r,n\r ' iv ., �' �\irr i \I/ "�` -- S ' - . TA7 `fit _ .CALE l� le% i `�' �� ` r 60 0 30 60I 03 o / — — — ._ 1 INCH = 60 FEET \ \ \ \ c. t Ii‘i WASHINGTON COUNTY IMPROVEMENTS I \ 1 1 UNDER SEPARATE FACILITIES PERMIT GENERAL NOTE: 1 FOR LINE AND CURVE INFORMATION, SEE TABLES THIS SHEET I I I o — 1 o I (.1 LEGEND 1 I 1 - - PROPOSED RIGHT-OF-WAY I I 152 153 154 155 156 157 158 EXISTING RIGHT-OF-WAY PROPOSED CURB AND GUTTER \ �� — PROPOSED CENTERLINE I I i , EXISTING CENTERLINE I I 1 —— \ —— - - PROPOSED PUBLIC UTILITY EASEMENT v — — o / ov �L` °°° � \ — PROPOSED BUILDING SETBACK PROPOSED PROPERTY LINE 17......00fill) ST 1 SITE BOUNDARY \ EXISTING PROPERTY LINE PAS`"- COMMUNITY DESIGN AyBELLE_ B1,:ly 12564 SW Main Street Tigard, OR — — - I EMERGENCY VEHICLE HAMMERHEAD � ��,; EXISTING BOUNDARY LINE TURNAROUND. SEE CURB RETURN SHEETS \ -1� _ 97223 FOR DIMENSIONS AND ELEVATIONS .mi-�-®G, �l�/-�r�I �� ® e PROPOSED HANDICAP RAMP 41 9 :.: CIGGGC'�CGCGd�G4445 .� :: 5�444�:4444i.?x444� i�44 '�IX . . . . . . . . . . . _. . . . . . . M. —�\ L 1ST SUBMITTAL: 04/15/2024 y \ \ \ PROPOSED A.C. PAVING 2ND SUBMITTAL: 06/17/2024 I o ch•i• ( i ----———— 3RD SUBMITTAL: 08/28/2024 ( ) I �� \ , \ W : • PROPOSED SIDEWALK 4TH SUBMITTAL: 10/04/2024 I. 134 I \� REVISIONS \ PROPOSED GRAVEL a Dcz, I \ a 151 135 I o 103 102 101 98 97 \\ \ NO. DATE DESCRIPTION avadv vi''.7,,ayavavovv vvv ov� \\\ a a vav-vv -vvv..vvvv\ \\ iavvaavaavavavvvaovvvv PROPOSED SIDEWALK BY OTHERS °�v a av av av �� >- EXISTING SIDEWALK ✓ V v ;v ' 133 v. va��aooaaQovva ao ao oav B 1-1 ?vvv;pOa_as EXISTING SIDEWALK BY OTHERS v vv ev < t!4S v I i PROPOSED STREET SECTION, v '11111 1.1,,, o �� SEE SHEET 105 ii L.L.I li 136 e o 150 . [I. PHASE BOUNDARY v- 132 v. 06 0; 0. I LINE TABLE d 137 vLINE # LENGTH BEARING j i 8 ill, 1_1; 8.00'3149PUE, TYP. L1 87.35' N18° 30' 36"E NE NE.- 1_ il 138 131 L i .- 7vv" ` L2 281.03' NO° 26' 59"W -.0* I �4Y�444: �'nnnnnnnn��44R 5� I q ggqqq L3 220.32' N89° 33' 1"E • 1+ p SW ROSLYN LN I L4 370.00' NO° 26' 59"W TRACT J 1L7 — ififi r 'ftll�tfLlIillNfflll I me 11NINtlNf 8 — I — I \B 3 — �— — — I — L5 301.01' N89° 33' 01"E 2+00 3+00 I, + \ , . ., ,.. ' ... .. .,, 1- MN ��F �OM l I L6 18.74' N80° 53' 4"E `1 J v.vvvvwvvvvvvvvIjj\\I]]vvvvv-vvvvvvvvvvvv vvvvv • ppvvvvvvvvvvvv-vvvvv vvvvvvvvvv vvvvv v - -I 147 il • •.: 1; {l''�000O Osv 0000000VO�VV°V°V VOO OOVOOVOq VOq qOq OOVOOq V°vv°vv - 1 ;y�y� �,,yy y � \ . ' FILX4lag I ...... ... Y7YXIMCIR '.•x.•.'.'.'.'.'.'.'.'.'.'.•.'-' '_'_'' '_� i'_''_' ',-�'k.4M'J1AA.AA�J '; le••••• ——— �, L7 275.27' N89° 33' 1"E I o . s.00' RIVER TERRACE PARK `O T II H PUE, TYP. 1 QW�, PHASE 2 00ievtace, ip - o 4. I CURVE TABLE Z N 114 113 112 111 CURVE # RADIUS LENGTH CHORD DIRECTION co Y Cl 166.00' 54.93' N9° 01'49"E E 4RIVER TERRACE O 43Y ii o. 166.00' 25.11' N85° 13' 02"E PHASE 3 • v, v v v- v Q v +•+ _ 145 v v o v. o l I 115 116 117 118 v. Q PRIF�+,, 119 w 8.00' I N �4��G I NFF`�/ v i _ PUE, TYP. I 8957PE//� W1 ° if / //, , n • ° ° j —J—— — OREGON w _ _ i o i' O ' ® RAMMAWAWA �1IINIM Y. .XI .,K;'YINCY�k�YY. .YI. . ' . . ' . .ii' '0= .Gi •. x.�.....C......y...;i..O.� '' ' '�...'...'.".'.'., � �, _ /q�� , If 143 ! II O "IWAI —i —lid—�fi —� /��— —�11="1 �9 8' P ;72 .. 1_____ �FA. ARE��" 1. WNW �Siii --� , C2` SSW BLACKSTONE LN — — — ___,T — EXPIRES: 12-31-25 yRD a Q „ „i' \ 1400 13+00 - - r1�1 �E —I�!®i=i �i ► ! '. . . r. 1 ` I 1 I► 1 F 1 1 M � .�� p. ., vovvvvvvv vvvv ovv vvvvv •vvvvv vovv owwowwvowv vwwwov via:':: •r � .�YYY'YYr �� . ��fi�iMi4.Y ' '�' " '� �14�iAAiY� �� •��•••.v v °��-�• ....... ... ... ...... --- -- a ,,. . , - .J N . .....„ /407 8.00' oz, E liacN_o /. / .�`\ PUE, TYP. • SITE PLAN /�� 'I \ ' ' 124 122 121 120 a) Vittli_,. \ N A. . / a) • . . A . ...S.40 //,') PROJECT NO.: 146-004 on o / TYPE: CONSTRUCTION / _® � (ii) REVIEWED BY: PRE __ / 1 04 s l i1'cam/ t' ' 74 E_ cz) — — — SW PERTH RD — — — — — — ,b /A ifiti • • _ A j SCALE :. / �: �\ - - 40 0 20 40 o 1 INCH = 40 FEET 17......00-fill) PACIFIC COMMUN'-_ " DESIGN R/W R/W 12564 SW Main Street Tigard, OR 50' R.O.W. 97223 8' 28' PAVEMENT 8' [T] 503-941-9484 PUE 5' 5' 7' 14' 7' 5' 5' I PUE 1ST SUBMITTAL: 04/15/2024 2ND SUBMITTAL: 06/17/2024 SW PLANT. PARKING TRAVEL PARKING PLANT. SW , 3RD SUBMITTAL: 08/28/2024 0.5'- 7 CL 7 0.5' 4TH SUBMITTAL: 10/04/2024 51 0.5' - TC = CL + 0.10' TC = CL + 0.10' - 0.5' yT AX Mqx. 2.50% 2.50% 5.1 M REVISIONS �-- �- -� �� NO. DATE DESCRIPTION 1 CONCRETE SIDEWALK 105 CONCRETE CURB AND GUTTER DENSE GRADED HMAC PER DETAIL 120, SHEET D2.01. PER DETAIL 126, SHEET D2.01. ALL COURSES COMPACTED TO 92% MAMD SEE PAVEMENT SECTION TABLE i - CROWN LOCAL RESIDENTIAL •� • • • B ' CITY OF TIGARD SKINNY STREET OPTION •�•s�••t••��•�••�•+�•• ••• '' BASE ROCK \ i PARKING BOTH SIDES • ,••f�•�� i�•�••ir•i�•i•'•i�'•i4i'•it BASE 95% OF MODIFIED ' PROCTOR ASTM D1557 NOT TO SCALE / yyv yyy SEE PAVEMENT SECTION TABLE \AA�/V�/V�/V�/VXV/ COMPACTED SUBGRADE SOILS 95% OF MODIFIED PROCTOR WET WEATHER SECTION: 6" OVER-EXCAVATION TO ACCOMMODATE A WORKING SUBBASE OF ADDITIONAL 1-1/2"-0 CRUSHED ROCK. MIRAFI 500X GEOTEXTILE FABRIC OR EQUIV. SHALL BE PLACED ON SUBGRADE PRIOR TO ROCK. PAVEMENT SECTION OWN. R/W R/W 50' R.O.W. NOT TO SCALE 8' : 28' PAVEMENT I 8' PUE 5' 5' 7' 7' Q. 7' 7' 5' 5' I P U EIl SW PLANT. PARK TRAVEL TRAVEL PARK PLANT. SW 0.5'- 7 — 0.5' Temace, 51 0.5' - - TC = CL + 0.90' TC = CL + 0.10' - - 0.5' T MAX• ' 2.50% 2.50% 5'.1 MAX WV v E g 1 CONCRETE CURB AND GUTTER o CONCRETE SIDEWALK 105 PER DETAIL 120, SHEET D2.01. PER DETAIL 126, SHEET D2.01. N SHED LOCAL RESIDENTIAL RIVER TERRACE B3 CITY OF TIGARD SKINNY STREET OPTION , PARKING ON BOTH SIDES PARK o NOT TO SCALE PHASE 3 uJ w w 2 on • c PROFF , oz /�8957Pe I PAVEMENT SECTION TABLE i ca,,t�- w OREGON , ce PAVEMENT BASE ROCK THICKNESS �I— q�F 8 z��P�� 20' EASEMENT ROAD CLASSIFICATION HMAC HMAC TOTAL (3/4 -0) LEVELING (1 1 /2 -0) a• ARE CLASSIFICATION THICKENESS COURSE AGGREGATE BASE EXPIRES: 12-31-25 20' PAVEMENT0 LOCAL (PROPOSED SECTION 8'-16' rn ASPHALT BERM PER PAVEMENT PER GEOTECHNICAL LEVEL 2, 1 /2" DENSE 5" TWO LIFTS 10" 2" 8" N DETAIL, SHEET D2.01. ro I RECOMMENDATIONS) VARIES, 1.5°/6.0% as. VARIES,r_1.5% co STREET 0 EMERGENCY VEHICLE LEVEL 2, 1 /2" DENSE 3" ONE LIFT 10" 2" 8" N ©pgVEMENT TURNAROUND SECTIONS -0 105 SECTION AIPAVEMENT 105 SECTION U, a) 0 EMERGENCY VEHICLE PAVED ACCESS LEVEL 2, 1 /2" DENSE 3" - ONE LIFT 10" 2" 8" N ' D �� PAVED ACCESS TURNAROUND v PROJECT NO.: 146-004 o NOT TO SCALE NOT TO SCALE OP TYPE: CONSTRUCTION 3 REVIEWED BY: PRE 12 rn 0 4 0 0 7r 0 1 05 a z 1 0 o _ + rn B I\ -rr.r- 152 0 153 154 155 156 157 1581111 i' � 1/1' 4 ,021 i`1 It 17 eii .„,.....A. p °0°° 4° • •v I° .,_ �► v v o vw• vvvvvv vvvvvv vvovpov vvvvovvovvo vvovvvv vvv ��\ v—.11:1:. \ . - •vv- ,J__ �_ '° ovovvoy vvv vvov vovv4,,,,„„„.,_,,L_ vovvovvvvvvvvvvvvv vvvvvv vvvvvvvvvvvvovovv vvov747.7 gvv4vvvvovvovvv o ov. LA\TRACT K \ \ •o o ` °�" `� -` �- 1 • _ PAS`°'°^ COMMUNITY DESIGN r _�/ v 6 a 434 434 \ 12564 SW Main Street Tigard, OR M—M �/ / t co '14 \ \ \ \ SW MAYBELLE LN 97223 wriort. ..., \ [T] 503 941 9484 �W/ ..' : ^/ �►� :, , ��` = �l-_-- 1 , 4� 432 1ST SUBMITTAL: 04/15/2024 _ .I i °vvov vv°vv°v '°vvvvvv°.vvov°vvvv,,vvv°.vvovvvv°vvv°•vv v• •vvov vvv°v� v•vvvov vvv vvvvv°vv°v°°vvvvvv w-- •7��,/ ', v°vvv v•vvovvvv vvvvvv° v°vvvvvvvv,vvvvv.vevv°v°°°000.o 2ND SUBMITTAL 06/17/2024 4 —! eo / ��0 ' \ ` 3RD SUBMITTAL: 08/28/2024 °° , �43� 4TH SUBMITTAL: 10/04/2024 v 4 -414.4- - - - 4 -1Nompi �� ' �\ °• � /11A � - Mr i— 4za REVIS1 . .IONS " 134 IG ==.1, \ "41s1 ': / \ 2 NO. DATE DESCRIPTION 135 1' 104 103 100 99 98 97 ._. C 1 Ikea r ) :''. - .06--i .,. 133 f� v` , •v ` I leP . 136 `\�°�� 0 Al All \.... +I, _,„,, .0 PHASE 3 PHASE 2 GENERAL NOTES 150 rn we < 31' AT, v : � . .► M 132 0 410 0 1. REFER TO SHEETS 107-108 FOR LOT SECTIONS A B 0 0 - °° • aoI o o co Cr v o�_ o 0 0 0 Ili IIIII •v, �I� 105 106 �I� 107 �� 108 1092. REFER TO SHEETS 109-112 FOR RETAINING WALL ' 137 4os INFORMATION AND DETAILS 111E! 37� ', I ,....—n _ i . 1149 ' i t I IN >36S �hir 0 406L _ 41tr .. — �v . t I II. LEGEND -,,...* -.4.1...........114...4�j ® • ill is 138 M v°� */� ��/. ' �tl�l , vv°v °v° v000000eeee.e e vvvvvv o 00 °o vvvvvv° . .... — — - — — EX 2-FT CONTOUR JI � vvvvv.vv v . vvvv°vv° ::::,7v vv \ . . . . . . . . . . . . . . F'� ov. .vvvavv� pv v vv v v'•�.•ovvovo�ovv vvovvvv ovvvvvvv�,��a; ,.,� • �� -................J.: / � 366 ' vv 404 ®� �; . . . . . 1 324 320- EX 10-FT CONTOUR 148 I ��/�� ill N : !: I�tluuiiu�nu 1. i TRACT 1GI`'.■ ��`," ` oo — v o m o c� v o m v i O _, 7 a� o_ _v _ v 364 �V��C� �R 402 A a a — `v `e a �° % a v a �^ 324 FG 2-FT CONTOUR � SW I�OSL N L 139 II i — 320 FG 10 FT CONTOUR p 362 �11‘, � �� w ��■i��i9��fi� �\ � I ��l��■. hI LLAN BLOCK WALL ON W I . . . . I.-vo v v v v v v vQ ll-- - --11Y• 4AMA�.A � 147 � MM A �I — a, °° ZEL GRADING LIMITS \` J N -ail , Oil8+00 _, N 1+00 'I t". R:CAVA, Telt/Mee 00 """, 5+(� 11 ��r� . ea G0 Alli#11111!--2- �' I ill I e / Slopes Table - 113 112 ` 111 0 1111:1110/). — 146 1 � I 140 129 114:. ' I Number Minimum Slope Maximum Slope Area Color N \\\_c___4 I I 356 I �� •366� a �396 i o1 111 ~_ 1 0.00% 10.00% 695363.83 RIVER TERRACE gu ,tI , � , I - - - - — 2 10.00% 20.00% 131771.71'� i R--- �:� , , PARK . . 354 /I �� I o / � '' 141 0 3qa 1 I 0 / \ 3 20.00% 51.00% 266426.63 IIII IL / 128 PHASE 3 w / 352th. 466618....._ I 3 kw 145 / o ,, / — i :: ina�� w I 39� • 350 11 Z , I 142 115 116 117 118 119 SIII �,� � 130-?1 J / v• v 8957PE 4 — .v vv o — / ° 127 Z \ I o° 348 ;fiti o v. o _MEM�4 +� �� l / � ,' 6. OREGON v. v. o �, �� QQ47: „ / �9 !I �i. 111141 v v vim ,9 8, 2 P� :... � ,►� Al143 w fiit o ._�i 4444444iiSi'.9I.'44444441Y �4 4 rii4N' 4X ea I k .. . .. ... ....... vvv°°v• � �F ,\'c rs.�� / ... �■Pi� . . . . . !: ;. `rlw A. ARE 4 M M o '•.., C „, <,� �- - EXPIRES: 12-31-25o 126 ( cv o- .0 // -4- C.4 0 c0 .0 V R �, O ^� M M 3 B — ---F- — — c^ M M c� c^ M M �Iir M �� 'O �� 0� �� SW ��ACKST�NE LN - a45��X_AIM. _ ® �44►X+�iCO4Q�IrQ►'r000�rG�. . . . . . . . . . . . . .� . . . . . . o o o o v.o o .. !�■P��®if .rlIN / / ,,,,vvvvvv°ova .• . • 411111i M \� 1 •�i 7 —� / —� �� —� �i�� ! 44444X+�� /-,--...„.NN rah6 144 -� or- - --- -- -- GRADING N \\ �' ( � ► PLAN \'')Ikk LOCK N' LOAD IIAtt, / TRACT I .:• • 1 tir 122 121 120 ✓ irk Ny 125 124 :. a, ; > / ``` ;!!,°i \ PROJECT NO.: 146-004 v•a / / / / \ �� \� ` � �� TYPE: CONSTRUCTION c co / ` M\ I — — — __ _ ——,,, 4/57. / ,; REVIEWED BY: PRE V� M ® . .. rrt� - 4 ,.. (Ing) co /i6;1 / Nisii `\ \ M� � _ _ — — — SCALEI 06 3:1 MAX o& •.,..\\ — — 64 — �66 SW PERTH RD 4,9 - - - 370 40 0 20 40 d Inr-I! K1' Innn Z 1 INCH = 40 FEET 17......00"fill) PACIFIC COMMUN', " DESIGN 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 1ST SUBMITTAL: 04/15/2024 2ND SUBMITTAL: 06/17/2024 3RD SUBMITTAL: 08/28/2024 4TH SUBMITTAL: 10/04/2024 REVISIONS NO. DATE DESCRIPTION 440 I 440 LOT 147 SW 163RD LOT 139 LOT 130 SW 162ND LOT 114 LOT 113 LOT 112 LOT 111 LOT 110 AVENUE TERRACE >- a 0 z D 430 o 430 — N ce a>- I i./ a a z I I I �/ 420 ' o I ,...„_--...._ 420 M EXISTI G GRADE PRE-MASS I a GRADING, TYP. - _ _ ,� /— 410 // 2:1 MAX SLOPE 410 / 2:1 MAX SLOPEIIIWNII . / I I // • 400 I I / ` 3:1 SLOPE 400 Il / — FINISH GRADE, TYP. a) I / . 390 / 3:1 SLOPE 390 R.Lvex Te/titaCe E Lf1 / O N /1..../..............,.._ 380 2:1 MAX SLOPE 380 RIVER TERRACE I I PARKv / I I // RE-AINING WALL 0 w 370 / 370 PHASE 3 w / / PROFF g360 / 2:1 MAX SLOPE 360 : --csk -_\)jI NFF`1/ / 8957PE z / J C�A� o ce OREGON , �� 2:' MAX SLOPE 9y 8 20\ o 070- 3 50 , 350 ',fir, . A RE��P� o — EXPIRES: 12-31-25 4 o / 21:1 MAX SLOPE so M 340 340 ra 1 +00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 co GRADING PLAN D SECTION A-A v y HORIZ SCALE: 1" = 60', VERT SCALE: 1" = 10' a, a) U, N v PROJECT NO.: 146-004 o TYPE: CONSTRUCTION on 3 REVIEWED BY: PRE 12 I- rn 4 0 0 7r 0 I 0 7 a z 17......00"---fill) PAC"' COMMUNITY DESIGN 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 1ST SUBMITTAL: 04/15/2024 2ND SUBMITTAL: 06/17/2024 3RD SUBMITTAL: 08/28/2024 440 SW SW 440 4TH SUBMITTAL: 10/04/2024 LOT 124 BLACKSTONE LOT 115 1 LOT 114 SW ROSLYN LOT 105 LOT 104 MAYBELLE LOT 153 REVISIONS LANE LANE LANE NO. DATE DESCRIPTION / 430 L/ 430 a >-ce 1 - a z EXISTING GRADE PRE MASS \\_ 1 i' i 420 m GRADING, TYP. 1 2:1 MAX SLOPE m 420 LLI a a_ c,_ _ — � ' 1 1 _ If, / 410 // I RETAINING WALL 410 / / / / 2:1 MAX SLOPE NE NE.- / 400 // 400 / / 2:1 MAX SLOPE ---/ /// - 390 / 390 / FINISH GRADE, TYP. / a, / Qcvex Temace, 380 // 2:1 MAX SLOPE 380 NI / / / NICS / 370 3:1 SLOPE 370 RIVER TERRACE o RETAINING WALL PARK 0. 0 w IL 360 360 PHASE 3 N 1 +00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 aI SECTION B-B 0PR(FF , a a HORIZ SCALE: 1" = 60', VERT SCALE: 1" = 10' t. 4�G I Nk- 8957PE Z a a 0 OREGON q) o �Ni/r, 8' TO\,Pto A. ARE 0 EXPIRES: 12-31-25 4 0 0 sCo a, H 03 L a ms GRADING E PLAN U, a) a) > u PROJECT NO.: 146-004 o TYPE: CONSTRUCTION on REVIEWED BY: PRE 1 0, 0 4 1 0 8 0 ., Q Z I _I i _ I �`' �, . . • r FlILI ' -436 1 1 _ I MAYBELLE 1.\ --I 7 ill I, I N Ir I IZ l ROSLYN �� M M I I 152 153 154 v 155 156 157 158 �T M 1 _ MIV 1 \ IL CKSTONE1REFER TO ENLARGED 1* so PLAN PER SHEET 110 1) -- orI _ - -- ) KIEPYBI MAP • i JI ,. • ° °°° . .. 444 ,,444444�+445` 44444 ? C+� �r°°v° �� . . . .. ovvovoovvovvv vv, • TRACT®o°% �1��1�� I, � �� --vim - —\ o�� ■ ■ ' ■ ■ ' ■ ■ ■ ■ ■ ■ ■ �/ N N M N tl- b 4 * �® a a �, _ — �� Q 4 GENERAL NOTES: - I 12" KEYSTONE ' .: SW MAYBELLE LN 6 ti~ (HOA MAINTAINED) ■ W 10 ■ \ / � � , �r - aI - 1��► �� 1. FOR EROSION AND SEDIMENT CONTROL PLAN MI F1 ��i�►I�! m-11'�— �'�� «rr�eM' REFER TO EROSION CONTROL SHEETS. 17 eii . . . . . . . . . . . . . . . ....... it_ -vim. - 4 ii , fas / - - - - -- - �! �� a2 2. ALL CONSTRUCTION AND GRADING WITHIN PAC"'-"-: COMMUNITY DESIGN p linTREE PROTECTION ZONE IS TO B111 E ''�'� "�'' =`' (111111EAllial COMPLETED UNDER DIRECT SUPERVISION OFTigard, 1 12564 SW Main Street OR - � 436 _ PROJECT ARBORIST. 97223 ■ lirjot 134 434 q18 432 T 503 941 9484 ■ Ilk 428 97 3. FOR GENERAL LOT GRADING SECTIONS SEE 1ST SUBMITTAL: 04/15/2024 I 104 103 102 426-101 100 99 98 �� THE STREET Et PAVEMENT SECTIONS SHEETS. 21ND SUBMITTAL: 06/17/2024 �► 6 \I I REFER TO ENLARGED 3RD SUBMITTAL: 08/28/2024 `\" ` \'` '�� I,• =;�!I I 12" KEYSTONE 1\ 4TH SUBMITTAL: 10/04/2024 151 1/10 (HOA MAINTAINED) PLAN PER SHEET 112 I ■ a ®lv LEGEND REVISIONS • 11 ° 12 KEYSTONE . 3�4 t ° el �11 ...: = ;'' w-,_ -�.,4 ` 324 EG 2-FT CONTOUR NO. DATE DESCRIPTION `_ (HOA MAINTAINED) �I'' ,i �" (HOA MAINTAINED) ... - - 320- - EG 10-FT CONTOUR / (( II I 136 , ■I III ■ : I I I Illir 324 FG 2-FT CONTOUR 150 �,i ■I Val 1 ■ I NI 3, . ': 320 - 2 •:, FG 10 FT CONTOURN VsLO COON I V.O COONIN �sO COO N :''� COON�.O o00 I 0 III WINO .O 00 CnV .000 OI N MI-) IO W.O V �, tvIC,unb ebb^^ �1'�v ^ nn^CO W :j•p. 0�00000� IN O O O O N N N N \......„........„ II --A 11/ M MMMM M MMMMM °' M MMMM M Arn M��•�•�• D� �• VVV �V • �� or or o''I ' 11 132 I 105 106 107 108 109 12" KEYSTONE WALL 37 I 1 ®li �' I - 1 ■ I Ilm = Im Im m = GRADING LIMITS 011111 ■ I 149 5 j'..', - - ■ I � ' 406 f. ■ PHASE 3 BOUNDARY 3 w 131 2® - -- ......... J WALL GEOGRID MAILI11111111111 I Q R Lj le 138 I BE .r r I eassu ee ees` ato . r .! 4444444 . ° �� ir��111111�11111r� ABBREVIATION LEGEND: ■ 148 �i r� 111, `° I �111111111111111111111M® 1�111111111111110i111111l��®I111111111115111llllJ�l®R®IE — — I- - 36a _ �� i 4oz 'OSL L W ROS YN L 3 `� FG = FINISH GRADE SURFACE Ail .-� 362 •.z 139 130 1 ...ar Ell—4.r Air r ill-..I.Arl 1 TW = TOP OF WALL 1471 I EN ut �i IIii V* - 1 ooSW = SEWALK36t7 418 I 416SW NIME /1146 --/ TW _ ll VI II : 110 408 113 112 111 - 146 MI w�l140 129lIre 0- 114 12 KEYSTONE I Qcve),, 6 396 1 F M ■ ■ G _ei (HOA MAINTAINED) I - - - - - ■ I ft \ �i I 404 ® =III—III— _ ■ 3S4 1 II 1 ■ I ,i IIIq4 \\ t_ 400 c O_`' NI I �� we ' 141 1 398 `� / it 0 128 Ir�I 396 3Sz / ■ I ■ BOTTOM OF WALL, CAP STONE, BOTTOM OF SUBBASE, / AND SUB-DRAIN ELEVATION ARE NOT SPECIFIED BY THESE ■ 145 ,ic.:4-vwvv: ■ . I 6 r\ 3qL ■ �-- PLANS. REFER TO WALL DETAILS AND SPECIFICATIONS. RIVER TERRACE ii •.. o00N�.0 o00 ' O� .00OON d• .O fP �•v iiii;(. N V �Oo00N .Oi•- ° • 'cam M M a` D` ENO CO.OM MMMM ■ M ,.1, ,,,,,g,v.. SO / p, lA In lfl.0� �•p::4 I�CO COW00WT — / ° MM MMMM M f"1.:•••: ■ MM MMMM "v. M Mv , ov OnO,O� W W/ o / 142 I o 115 116 117 118 119 M MMM III PARK W o v o v "'• _ -- o° ■ ov. ■ REFER TO ENLARGED `n I / :i" ■ 127 ) ■ PLAN PER SHEET 111 PHASE 3 I �`Z1, / /, v ■ / 3 vv w -� \______ / vv I •v (1 v • v. Ti iii MI / v 1 ` I` r i - - I --- - -- - -' --mgr�� . (43 ■ I � 9WIa a �,�� PRIF o M M \, � A I ��°ill—� — � EL ■ C,I NF �f/ iii ■ ` ■ 8957 E� Q M M fil / \ v.�\ N P b d cJ O CO .O V M ■ / ■ 126 390 o M M M wM OM a "'■ M p�RTH l ■ \ '� SW BLACKSTONE LN SW BL/ACKSTO E LN ! OREGON q� 3 �r M RQ\ N 144 �� I v°vvvvvv°vv 8, `L N � INIIIVI � . . .�45r�444� f44444144��X�°°v°°v°° °vvv.i000G��°v° vv°vv ,v°vv.v. 4 ds PIR N r •:.) EXPIRES: 12-31-25 so 41/ /71., IMO '\-.\k,\44,14") 7 . . ., . i / 392 94 96 _ N.Nip.iiik rn 388 M • • , 125� 124- 123—��122 121 384386 120 ■ , i �1 a ®I —� RETAINING WALL TO BE EMBEDDED A MINIMUM OF 4' oz, h `� k ` 12" KE STON RETAINING WALL 7 TO BE BELOW THE FG TO AVOID FUTURE CONFLICTS W/ PUE. IWALL GRADING �N ,\�` (HOA MAINTAINED) CONSTRUCTED WITH PHASE 2 INSTALL FENCE ON TOP OF WALL W/ HOME / / `� \`� 382 II CONSTRUCTION. REFER TO WALL DETAIL SHEET 112.1. PLAN )` \ sO a h� --- I " / •oa.. .. ,..�e�sssrs w-,,srsel7�l�" J / M > ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ - ■ ■ ■ ■ ■ ■ - ■ ■ u-a- PROJECT NO.: 146-004 o (;) TYPE: CONSTRUCTION on REVIEWED BY: PRE 1 c" c• 4 o o SCALE 1 0 9 ,_ 40 0 20 40 0 1 INCH = 40 FEET z LIALELLE \\ I-I I / 1 = Ind lol I �� N ROSLYN TRACI - I C°I I d m 388.0 TW 378.0 FG 12" KEYSTONE I I 0372.0 TW 379.0 TW (HOA MAINTAINED) BLACKSTONE 6.0 2.0 384.0 TW 372 0 6.OTW FG - O 377.0 FG 8.0 376.0 FG W 10 ^ I j 04." 376.0 TW , 366.0 FG 384.0 TW 0 390.0 TW KEY MAP 2.0' 368.0 TW 370.0 FG 376.0 TW W 378.0 FG 378.0 FG i 366.0 FG ® 372.0 FG FG TW 377.0 FG ® 379.05 FG TW ® 374.0 FG - -� 367.o TW10 `r l 1, C� :4.',..111,- 1I II , I GENERAL NOTES: �- 366.0FG - �� i,�� •••• 134 1 �`" �•'.••`•�:�`••••�••" \ 1. FOR EROSION AND SEDIMENT CONTROL PLAN I�lTy�•:!�0�� i�. � .�i:•• 396.0 FG • 51 -�� `LIIIII,4 - - - REFER TO EROSION CONTROL SHEETS. • -o� •.. 2. ALL CONSTRUCTION AND GRADING WITHIN Am 37.8.0 TW 37i.0 I FG 1384.0 TW �� 396.0 TW •p; 376.0 Tw ;':❖: TREE PROTECTION ZONE IS TO BE \,.. 378.o FG 392.0 FG PISIN Iiiiiiii‘ , t_: M '•' ► 3�6 396.0 TW 1:-••)!.. _ PROJECT ARBORIST. 97223 � � 390.0 FG ;::, . . [T] 503 941 9484 1 1)1,1", I 3az o TW coo m 3. FOR GENERAL LOT GRADING SECTIONS SEE 1ST SUBMITTAL: 04/15/2024 151 ` 4.oTHE STREET 8 PAVEMENT SECTIONS SHEETS. 378.0 FG 135 I ii " ' 2ND SUBMITTAL: 06/17/2024 NI I an 394.0 TW li. 12" KEYSTONEiri 4TH SUBMITTAL: 10/04/2024 Mal 1390.0 FG :;: (HOA MAINTAINED) 3RD SUBMITTAL: 08/28/2024 II01 v 00 p W 9 133 LEGEND 12"KEYSTONE I� - '3' •o� REVISIONS (HOA MAINTAINED) ••• V -- -��i p` EG 2-FT CONTOUR NO. DATE DESCRIPTION 136I392.0 rw �� • INSTALL FENCE - - 320- - EG 10 FT CONTOUR BEHIND THE 388.o FG WALL W/ HOME o 324 FG 2-FT CONTOUR 150I I t`� II, CONSTRUCTION •v ( 372 • �� I I •v 320 FG 10-FT CONTOUR N V .O CO O N -• I NI V .O CO O N :V•••J: �7 .O •W O N V .O W O O -° ,IDsIDsIDr. r. �1'•p I� N. N. N. co W '.V.:.. 0s o• D` O O O O O N. v N M MMMMM p• Illeir I M MMMM M :.1`�•�I, M M M V 'Cr V 'Cr 'Cr 'Cr b` •° 12" KEYSTONE WALL • al 1••'•• 132 •° GRADING LIMITS "° I I 137 � 390.0 TW � � � � � � � ' 384.0 FG ,'.••� 3 I 388.0 TW •:o•• /1/ p IlliPit382.0 FG o - PHASE 3 BOUNDARY w II 4EDt..;,: WALL GEOGRID 386.0 TW i.iiiii?. p� o000000•. ' 382.0 FG •° �. 4384.0 TW {!:;:. 131 °` 0 il 138 , 3s2.o FG ,o` E1/1 co I I I M ,�� 411) 383.0 TW Ili o ABBREVIATION LEGEND: ,382.0 FG v .1 366----- mai V N cn FG = FINISH GRADE SURFACE , 148 �I ie V,, ,, �.. Y11l��IIi111i11111111M1111�� Illl11111 1111111111® 111M111IIIII11111III W � TW = TOP OF WALL Illr1411 364 ___ ; __ _____ \�I _� rorr � 3 0.o TW Yll379.0 FG SW = SIDEWALK ~ 380.0 TW tIl SW 111 TW�.FL 139 � I 130 �� a al \ .®I 378.0 TW 147374.0 FG 114 d, E INSTALL FENCE Ln`° BEHIND THE FG _...:. .0 \ I fWek. ielvtace, Ln o t - °'''iii pin I,[l (iLp I WALL W/ HOME 378.0 TW ,:• 1- r 111=111= - CONSTRUCTION • w 372.0 FG - _ _ I 1IPM o 12" KEYSTONE (.1 ` 146 111 Imo'• I 140 ihmmomiums (HOA MAINTAINED) 129 BOTTOM OF SUBBASE••• BOTTOM OF WALL, CAP STONE,`V I '•... AND SUB-DRAIN ELEVATION ARE NOT SPECIFIED BY THESE W 12 '•-4• o I PLANS. REFER TO WALL DETAILS AND SPECIFICATIONS. RIVER TERRACE • A1*11411 / PA3 141111 0•0. p dry% 374.0 TW ••:: 128 J v v v WO. 368.0 FG 1;::*; r 145 / /vv: 8t:•: F � OINE • 1-* 8957PE ;i'Ot' / v v ♦•♦ „Ivy C7 v o c ' O ° SO 4VVV N v .o co O N v .o c,.i. co O N 'Cr (_ in in in in .o .o .o .o..• • o� o� co < ,V,V a ne. v,v C' d" Q s 'J p �s` p ��.' M M M M J M ('�� ['/� � G17 p p O �, M M M M M M M ;..>�.•� N / o o 142 I �9�REGONo�q� O • :I. P o p p 372.0 TW :4 / prv.vvvv: / i ;:3. 127 Ahltri I EXPIRES: 12-31-25 - -..... v. ti$ ❖i� OZS AM.., N370.0 TW *••,••• •, A 143 364.0 FG O 368.0 TW 4��. 362.0 FG WALL G RA D I N G / 6.0 366.0 TW �.`, 17 PLAN VI362.0 FG r U ly, \ 364.0 T I %f 362.0 FG \ 144 /i \ f N \\ 363.0TW O1.0' 362.0 FG PROJECT NO.: 146-004 c TYPE: CONSTRUCTION \\ 3 N REVIEWED BY: PRE T L Q o 0. \ Ns. (:1 ) 0 1- SCALE 30 0 15 30 o Z 1 INCH = 30 FEET C 0 1ELLE \\ -I L Irm1 - 121- lol ROSLYN —��I i(calI I I BLACKSTONE I 1 KEY MAP v. I v .I vv I ,° �. . °-°°°°°• °° �• • GENERAL NOTES: vv 404 v. vvvvv• vvv � ,. . . . . . . . . 4 ) 1 I 1. FOR EROSION AND SEDIMENT CONTROL PLAN I REFER TO EROSION CONTROL SHEETS. �. II��I o I jet' 1 11- • 2. ALL CONSTRUCTION AND GRADING WITHIN I:ri i li i 40? SW ROS YN LN 111 TREE PROTECTION ZONE IS TO BE PACIFIC COMMUN', " DESIGN COMPLETED UNDER DIRECT SUPERVISION OF I i l�•W �-��-1� -�� A V 1 ° Is PROJECT ARBORIST. 12564 SW Main Street Tigard, OR 223 S ORENNHE N v°°\ ,,,0 0 °v°,-, v v [T] 503-941-9484 130 nn 3. FOR GENERAL LOT GRADING SECTIONS SEE — - - - - - THE STREET Et PAVEMENT SECTIONS SHEETS. 1ST SUBMITTAL: 04/15/2024 1111I - li__s 2ND SUBMITTAL: 06/17/2024 a !I Aoo - 3RD SUBMITTAL: 08/28/2024 4TH SUBMITTAL: 10/04/2024 1 q41 \\ )\ 416 LEGEND �� 414 REVISIONS 410 —- 410 324— EG 2-FT CONTOUR NO. DATE DESCRIPTION 129 w1 3. 114 111 110 4086 - 406 - 320- - EG 10-FT CONTOUR L I N 1 324 FG 2-FT CONTOUR 1 320 FG 10-FT CONTOUR im 39N \.� 12" KEYSTONE WALL Oil 1 404 394 1111 , ` 402400 GRADING LIMITS 398I all PHASE 3 BOUNDARY 128 \, 396 WALL GEOGRID II -Nowv 1 : A ° o N o � °° ABBREVIATION LEGEND: M M M M M M M v v '. M as M Os M M M ° 115 116 117 118 119 j Os °° = IH E v' a.vv TW = TOP OF WALL127 iv:: v vv / ,\, SW = SIDEWALK411 / vv :, / • v v SW vv a ----- - TW I, 4 \ M \ _---- - = Il ori E ° .l FG Qcvelt, Ln 126 \ vv., \ --, ,,, ,,, ^3 e 0- r, IL N 01, �\ *laSW B ACKSTONE LN _Oh N '4j• • . -W►�AIIIMI .I -, FMEW -ENIII- 5- BOTTOM OF WALL, CAP STONE, BOTTOM OF SUBBASE, �� AND SUB-DRAIN ELEVATION ARE NOT SPECIFIED BY THESE o / ,'. Milli Iiiin 111.1111.W.Iv Wr__ _ _ PLANS. REFER TO WALL DETAILS AND SPECIFICATIONS. RIVER TERRACE Fs_ PARK IL 396 a /1 . �4 394 PHASE 3 ��•� 390 392 0 3n / __ � .� 388 Z 386 124 123 122 121 384 120 ___I z_ a RETAINING WALL TO BE EMBEDDED A MINIMUM OF 4' RETAINING WALL 7 BE ` � PROFS' ��GINFF�/ o / •��. ® BELOW THE FG TO AVOID FUTURE CONFLICTS W/ PUE. CONSTRUCTED WITH PHASE 2 12" KEYSTONE INSTALL FENCE BEHIND THE WALL W/ HOME 8957PE J \� 370.0 TW (HOA MAINTAINED) CONSTRUCTION. REFER TO WALL DETAIL SHEET 112.1. Q �� ® 366.0 FG 380 IIIIMMIN Li A OREGON - ... '- _ a s• :7:-.---.-.......... r: !i!o!o�0�0�0�00�0�00!0�0!0!0�00�0�!�,��O o ••' \� _ D.�♦oo�.00�00000,00.o•.00.essiiiiiimilim,o..,.. :i�� N � �� - -�.uxxx. _...__..._._._.... ;irk... _ ..... ... �♦ • _ .. •.._ oft* iv. A. ARE 0 EXPIRES: 12-31-25 o 368.0 TW �u •�66` 374.0 TW �6c, �i 0 ® 366.0 FG . 370.0 TWND 368.0 FG ®i 376.0 FG 8.0 370.0FG 378.0 FG_372.0 TW M367.0 TW 366.0 FG368.0 FG 366.0 FG roN N ___ , SW PERTH RD WALL GRADING E PLAN v, v N 4J w L N v PROJECT NO.: 146-004 o on TYPE: CONSTRUCTION 3 (;) REVIEWED BY: PRE 12 rn 0 4 0 o SCALE 71- 30 0 15 30 o °- 1 INCH = 30 FEET z •r 6) 1ELLE \ _i r I I _ Ir I ROSLYN I I BLACKSTONE KEY MAP GENERAL NOTES: 1. FOR EROSION AND SEDIMENT CONTROL PLAN REFER TO EROSION CONTROL SHEETS. 2. ALL CONSTRUCTION AND GRADING WITHIN Pli Di:::0 TREE PROTECTION ZONE IS TO BE PACIFIC COMMUN'- " DESIGN COMPLETED UNDER DIRECT SUPERVISION OF 12564 SW Main Street Tigard, OR PROJECT ARBORIST. 97223 [T] 503-941-9484 3. FOR GENERAL LOT GRADING SECTIONS SEE 1ST SUBMITTAL: 04/15/2024 THE STREET it PAVEMENT SECTIONS SHEETS. 2ND SUBMITTAL: 06/17/2024 3RD SUBMITTAL: 08/28/2024 4TH SUBMITTAL: 10/04/2024 LEGEND REVISIONS -- 324— EG 2-FT CONTOUR NO. DATE DESCRIPTION — 320— - EG 10-FT CONTOUR 324 FG 2-FT CONTOUR / \ .-- SW\ MAYBELL211.•. . . . . . . 14444�� 320 FG 10-FT CONTOUR _ ;,„ otimmiiiiiirmm=m - _ 11556e l 1' M - • _ ! . . - - r CCO M 0000000 12" KEYSTONE WALL _ — iiiil GRADING LIMITS 420 PHASE 3 BOUNDARY ..❖•.••• •❖.❖.•• WALL G E 0 G R I D 'It ❖. • . I 462 1a ` 430 428 , 104 103 102 426-101 100 99 ABBREVIATION LEGEND:I q16 NE NE.- 12" KEYSTONE INSTALL FENCE ( BEHIND THE WALL W/ FG = FINISH GRADE SURFACE ® HOME CONSTRUCTION TW = TOP OF WALL IIIWNI EY 414vr_ lhi, SW = SIDEWALK el w 11100441 . -:❖:❖.:❖:❖.❖.❖.:e.❖.❖.❖.❖:❖ !._. SW Il Z —\ TW 412 a) il (c) CC5 FG 41Qcvex -re/mace o I W .0 .0 CO O N V .0 00 O N O — �, N (R- -9-) CD 0 105 106 107 108 109 _ii,,,_ _, ,__ oN q0a i - BOTTOM OF WALL, CAP STONE, BOTTOM OF SUBBASE, AND SUB-DRAIN ELEVATION ARE NOT SPECIFIED BY THESE o I I PLANS. REFER TO WALL DETAILS AND SPECIFICATIONS. RIVER TERRACE 1 `., 406 tillL ` PARK I- ._ - - - - - - - = .ir _ A\ A ,„ cm ‘111.111111111111COMMOMWMEWthilithEEMENEWSEEMENEMYAMMINNOMMX441 PHASE 3 Z I ,� PRO/4 , o �S �GINFF /� ce a 8957PE IOREGON cb c) EXPIRES: 12-31-25 0 0 4 M a) ra L d ra WALL GRADING E D PLAN N 17 v N 4J a) L N l>c) PROJECT NO.: 146-004 o on TYPE: CONSTRUCTION 3 (i) REVIEWED BY: PRE 12 rn 0 4 0 SCALE 1 1 2 4 30 0 15 30 o 1 INCH = 30 FEET m W fY u U- W m WaII # Type _ Phase S' k Jc, 3 18" Keystone 3 < o 3. 1 18" Keystone [ 1_ „, i= W 4 1 Keystone Z Fr', 5 Fir\.......-----fill11:0 12" Keystone PACIFIC COMMUNI, " DESIGN 6 1$' [Keystone ,,,', �� 12564 SW Main Street Tigard, OR [T] 503-941-9484 w 7 * 12"_Keystone !2, 1ST SUBMITTAL: 04/15/2024 8Sce - r 2ND SUBMITTAL: 06/17/2024 LL t yst0 n e �' A 3RD SUBMITTAL: 08/28/2024 g. 4TH SUBMITTAL: 10/04/2024 Jb 9 Keystone j REVISIONS ✓ 0 10 � "' [Keystone o o NO. DATE DESCRIPTION Y - } ci, cc az _111 r ' [keystone 8 El O pc w mto LL 12 12"' E'eystone 3 II ro 13 J� Keystone 3 r ao Q o „ *THE ENTIRETY OF WALL 7 TO BE CONSTRUCTED DURING PHASE 2 oe ,ng Tr- E N a N 9 \ n [� N o y r a, F 6 - b-1- 1:3 •• N C / r0 m IIWNI N ac Z y ` Base Leveling Pad Notes: Standard Ill Unit Cap Unit Ni 1.The leveling pad is to be Width: 18" Width: 18" pp Flimm511 constructed of crushed stone *Depth: 21" *Depth: 10 1/2" W or±2,000 psi unreinforced concrete. Height: 8" Height: 4" 3 *Weight: 921bs *Weight: 451bs Note: r0 2.The base foundation is to be approved bythe site geotechnical Concrete filled tube or form to be set during t.7 the wall construction,not drilled through E Finished grade per civil plans Keystone Cap Unit engineer prior to placement of the %40.1 LT afterwards,when directly behind units. leveling pad. Keystone Standard III Unit =1'ei •y�' f•_f 1/q" t Unit FaceQ.CAVA, ieltACLee O (Retained Soil) I��m ''�:',:- 1= •Iv I 7 8" Finished Grade = �i►�®►. �; Unit Drainage Fill - • 24" o , J� � ► �� in 3'Min. J_ (3/4"Crushed I11.1 Rw ,m /'`' �`.,� �p Rock or Stone) II 411111 11 I II It11=gipa=a-t.,_.. o :�®� � -,� Q tV 'r Irurllr-1 �or /1$tbI. Keystone I- Approximate Limits 411-1 � �� I�� Streetlight of Excavation UnreinfoCrushedrSt Stone Leveling Pad ��. P� •t1,s'►'.TlA,..,,,'.. ,.6#. ' CI ii��a 9 : • Al4 f /y0� O %, J v 4"Perforated PVC Drainage 1111 •,. • r, J Tile Wrapped in Filter Fabric !I\ .* �� ••�,: ' r� Minimum Depth Y' '■l'% (If Required) (Foundation Soil) �. � .,,,.,, �; y g G 'i>oluo RIVER TERRACE Excavation , , ip. Determined b En ine r: 'Geognd ■,1 Limits ,�. 3i .moo �� ••if.4." ?i q.i'T........ .. Typical Gravity Wall Section III 1,,]: rr„ BaddlllorConcrete; r,•.: `+Iliwi O Y H Standard III Unit-1"Setback 6"Crushed Rock or v I II 1 II �- PARK N Q LULL' Unreinforced Concrete 1 T R�` Keystone Standard Unit cd a = Leveling Pad W U N Y PHASE 3 Standard III Unit/Base Pad Isometric Section View Typical Streetlight Detail -1cc on *Dimensions&Weight May Vary by Region Standard Unit-Near Vertical Setback Shown U H < LD Z Place Additional Pieces of Geogrid II > > Q When Angle Exceeds 20° ` !:1 `fir i,� c 1 v I- o! J]`t' l/�� 16"l12" ,6" PROF n LD 3"of Soil Fill is Required Between 1 j11111{1�� 3 et (1 Z Overlapping Geogrid for Proper 1 6,; tJ Anchorage(Typ.) -- �G I N F Standard III Elevation Cap Unit Elevation Cap Unit Elevation E ,. Q Additional Drainage Fill • (2)-4"Cap Units or 4"Cap Unit p 8957PE Extend Wall Height r W ,,4 9 (1)-8"Cap Unit ` ` 8"KeystoneTil I� JW. • Drainage Fill • ,� ° 1 Unit ` L. `-' J .,: N. " [ uswaa �rawra �w . OREGON q, � '' •• ` � ;� c��.��i�-�—�ll 111 il:ililll ill,i{!f V I � � �0 ,2° '1 N III lif iI 111 it;II ill it it III it it a il` it III Ili _ t 9y 20\ o N w g 13 i1_ 1111111 ill 111 ii. 11111 it -ball it 41 f .O. l9 8 Q� 251 I I! I25I1 I III I.2II! 12%Ii N (V �, C). FA. ARE\- d �"!,� 1111 it i''I'it i'I!I il�•ilili ii ii'II it i"Ili! r �'�' o 0 p, ,2 H/2 '� ' uric, ' i, u ! }sri , ati !� ,;u 3fii I.=;ii �� © �' "� u j+ " ; r 1.Check with manufacturer specifications Note: /Geogrid is to be Placed on Level 18" 18" _ 18" EXPIRES: 12—31—25 • + tia v` f ' = on correct direction of orientation for 1. Secure all cap units with Keystone Backfill and Extended Over the L. O K�. a.^ y«':h" ;='-" geogrid to obtain proper strength. Kapseal or equal. Fiberglass Pins. Place Next Unit. O Pull Grid Taught and Backfill. Standard III Plan Cap Unit Plan Cap Unit Plan NO S Fi/2 - Stake as required. Top of Wall Steps Universal 3-Plane Split rn7W Geogrid Installation on Curves Grid & Pin Connection Standard III Unit Cap Unit Option Cap Unit Option N H0 *Dimensions May Vary *Dimensions&Availability *Dimensions&Availability r O 2Y by Region Will Vary by Region Will Vary by Region } d Q m Q `c WALL DETAILS L illli9llll21IIi11111IIi 122111114I'ilaiid lliif E m E3 11 I r 9 FAII II f��151§IIIIIiIfIIIIIIiiltlllllII�IIIIifr�I. � ee I I � � r Note: Note: Note: � i IIt:II II IIIII MN Concrete filled tube or form to be set during the wall Concrete filled tube or form to be set during the wall Concrete filled tube or form to be set during .11?.'hI '.. 1 ILI_III T-III construction,not drilled through geogrid afterwards, construction,not drilled through geogrid afterwards, the wall construction,not drilled through IIPII_PIT-III E liL=1T -IIII ' II-ii when directlybehind units. g g g when directlybehind units. 9 9 9 g CJ m m-m-m_T � �' geogrid afterwards,when directly behind units. c 6"or16" 0 2'Min.t �N-+ a 3"of Soil Fill is Required Between H/4 6"Leveling Pad Wall Step - - 1 5'± Y Overlapping Geogrid for Proper Excavation Limits a b Anchorage(Typ.) Additional Geogrid Overlap 3'Min. H co < Extend Wall Height/4 Elevation Steel Fence or Railing m ;:r.E ..._.. 1 Note: r Additional Drainage Fill 11 >_ .1 Extend Wall Heigh/2 Concrete Filled Tube or ��r Y a The leveling pad is to be instructed i Ke stone l> - r of crashed stone or t2,000 psi Concrete Filled Tube Form 8'o.c.Max. I( Ca unit PROJECT NO.: 146-004 N unreinforced concrete. P or Form 8 o.c.Max Guardrail Post P r O N v -.J H/4 mrsl Steel Fence or Railing � � , j��.mi. TYPE: CONSTRUCTION w, r � r T W 1/z"x s 1/a" / ill g• i/ mama Keystone 4" ms Keystone 4" Mill c ry-° Fiberglass Pins c �= ` s•Lveling ��' } �� Ca Unit Ca Unit Geogrid 1Mi REVIEWED BY: PRE 1 I/ P ,: P ro t. -: „ Drainage Fill Pad Front Face N • _ MIN y y ■ O// i m -' :II Note: 71 Keystone r III' Keystone i 0 1.Check with manufacturers specifications I IIIII III IIHI Standard Campo i MN �, d l- P �a u1=11 �' Iglu! U. _ 114II.1 O_ m H'-lc- 2 on correct direction of orientation for ii ii O Unit o p r Unit Backfill or Concrete y I11Illiir.•;.,:.:::1L+1-'11 - FC geogrid to obtain proper strength. 'I�IIYI m "Tr TT a ( Excavation Geogrid 8 ° N r2. ., .t , - n 2.Corner units recommended for outside Limits W+12 I Concrete Filled Tube or Geogrid Keystone Standard Unit .p i comers. Availability may vary. Form 8'o.c.Max. rt H/2 Section Fence Plan Fence Plan 1 Geogrid Installation at Corners Leveling Pad Detail Detail Fence Section &Plan Detail Detail Fence Section&Plan Detail Typical Guardrail Detail • 2,, Z Standard Unit-1"Setback Compac Ill Unit-Near Vertical Setback Standard Unit-Near Vertical Setback Shown 1 2 1 a .C_ d 0. ii Z Base Leveling Pad Notes: Compac III Unit Universal Cap Unit m 1.The leveling pad is to be Width: 18" Width: 18"/12" m constructed of crushed stone *Depth: 12" *Depth: 101/2" IJJ or±2,000 psi unreinforced Height: 8" Height: 4" Ie concrete *Weight 75 lbs *Weight: 49 lbs I/1 8"Min.Low Permeable Soil Keystone Cap Unit J_ 2.The b foundation is to be V base Keystone Compac III Unit Q I— approved by the site geotechnical Alb Il 1— 1"-1 1/4" .. t engineer prior to placement of the W Retained Soil leveling pad. Unit Face 0 7 8" Finished Grade = Unit Drainage Fill 24" `rr �,� Z Place Additional Pieces of Geogrid (3/4"Crushed When Angle Exceeds 20° : III p)(!11��l��'r)i y, Rock or Stone) .10j o Ii Q 3"of Soil Fill isReuiredBetween A�� III�� +'�� iggi/ �i rL'Ti -'- 'i--', -�- Z q � � r�rA�� nil(„il' r�l�l,� ri �lViii� Approximate iHl . L. 4 _O Overlapping Geogrid for Proper 704r, �� \� I,,I,;, i 111 ;/,y i/�� of Excavation unreinforced Concrete orAnchors e T �� ,' ,e �•/// :4111 g ( yp.) \� .,:$�� n ' �; Crushed Stone Leveling Pad - III� :,, �(,. -- 4"Perforated PVC Drainage Tile .e.$14114 , 6t U Additional Drainage Fili V �j // j Wrapped in Filter Fabric 'yExtend Wall Height/2 � ��//�• ( q ) (Foundation Soil) ` WRAP DRAIN ROCK ZONE WITH \' �7.,�y Ott�t'�z�� i If Re wired24"X 24"MIRAFI 140N ,`� --' yr__ \, Drainage Fill \ GEOTEXTILE OR EQUIVALENT 'IIIh.1't� � ip�0U =sa .,:.� - '�' ExcaLimit ation I� ;10 , 0 DiorQ Q. ' "` / Typical Gravity Wall Section I�r : 1' rt�% 2 Compac III Unit-1"Setback 6"Crushed Rock or s\r� �111�i.'�1 ZJJ11� � � unreinforced Concrete �1I141 �Ryr O UIs 1 h l l Leveling Pad II Q 1A'r I�I1,:!,'III,III,,,110 .. Note: J w 0O II 1!',II it 1.Check with manufacturer specifications Q tJ ✓� on correct direction of orientation for Compac III Unit/Base Pad Isometric Section View < o H 1 I .;� geogrid to obtain proper strength. Iyl ce < H/2 'Dimensions&Weight May Vary by Region Z Lu U Geogrid Installation on Curves I— to W (2)-4"Cap Units or 4"Cap Unit Y (,)-B"Cap Unit l U171.10110.1"fill11) Keystone Q PACIFIC COMMUN' " DESIGN I' unit 1 u 12564 SW Main Street Tigard, OR MM 111111111 111111111 I ;IIIiI— 97223 111111111 111111111 Compac III Elevation [T] 503-941-9484 Note: 1ST SUBMITTAL: 04/15/2024 E 1. Secure all cap units with Keystone IIIIIIIIII IIIIIIIIII2ND SUBMITTAL: 06/17/2024 cn Kapsealorequal. it IIIIIIIII IIIIIIIII 3RD SUBMITTAL: 08/28/2024 Top of Wall Steps I114 j j jmmi j11N WM11j„j 4TH SUBMITTAL: 10/04/2024 11111ll 1II1II111111141! o+ nr__ li.t1RI__e me_.>lh!il __er — D. Y:. rrl:r , "o REVISIONS Geogrid is to be Placed one Level a" v NO. DATE DESCRIPTION "' 3"of Soil Fill is Required Between Backfill and Extended Over the N Overlapping Geogrid for Proper H/4 -_____ Fiberglass Pins. Place Next Unit. O O a I Additional Geogdd Overlap Anchorage(Typ.) Pull Grid Taught and Backfill. Compac III Plan — } ......d Wall Height/4 I_____` cc a•_ Stake as required. o0 p Additional Drainage Fill e " s `•;: ,,.. :1° s• r:•. __ '+' �,a ,,�a 4'� Compac III Unit _1 Q V Extend Wall Height/2 q I I�I"4 �- t ,,• y, 1 — - ce o ��: i�wl n'I�,�III�1 I I IP r 1' ,; .X I III III III III Grid&Pin Connection *Dimensions May Vary m w.. _ I I I I I' — 11a a 1- H 1=1 1=I `� liF '; —�s's.ir I 1 I �I 1 — _II. 1 .11, . by Region LL 2 1 H/4 �t Wall t.. ��r Drainage6"Leveling PadStep I I lnra ' a. Fill I- o °'AExcavation Limits L. 18"/12" I 18" ll�llflUiI•i 3 Note. Elevation r —I i - 1.Check with manufacturer specifications H/2 Ih�llllu,lI�k; on correct direction of orientation for Cap Unit Elevation Cap Unit Elevation _ a p I ,mialY•011�Hf geogrid to obtain proper strength. Note. i = 1. The leveling pad is to be constructed of 12" c [+ 2.Corner units recommended for outside crushed stone or t2,000 psi unreinforced comers. Availability May Vary. '.1" 'o _ H/2 concrete. 41 +11 / 0 o Geogrid Installation at Corners w 1/2"x 51/4" N rsi c, _ 6" Fiberglass Pins I—o'n Pad 6"Leveling Front Face 18" L. 18" I D ii; o m 1=III=III=III=1I1=1I Cap Unit Plan Cap Unit Plan To I I=I I=I I=I I—I I I I 1 ; , 1 1=1 1=1 i=iii1,T -1,-,, Universal Straight Split Cap Unit Option Cap Unit Option Z b H Excavation 'D N W+12" *Dimensions&Availability *Dimensions&Availability • i Limits Will Vary by Region Will Vary by Region c .. in , Section m °� z Leveling Pad Detail ` iv mr I'M co D Cl V E = LI_ co U Li L / in e/t, ieVtrotte inw O Z No Geogrid Zone,4'From Finished - Fence Post,See Fence Q Grade Per Civil Drawings Section And Plan Detail N Finished Grade Z O CapUnit 0 t-V Per Civil Drawings _ %///%/ U +., Ifs UNI O II II,1 r Crushed Rock CV 1= ` Fence Post,See Fence Q RIVER TERRACE N It Geotextile Fabric j_ ,Ai ° ' `:�:•..'",— I Section And Plan Detail 0 a 1 2 Finished Grade Z PARK _�I :^"., ,:n� -!s^..• t;'- Wall Unit Per Civil Drawings Cap Unit Q Y H IIce �• uro„ t I- Q + w.r y 4. x w III :;'• �` ~>r` s '• 1 2 IIL• ,'LIfI Wall Unit • -I L o PHASE 3 K..a J r t .1. :....c'"f m Geotextile Fabric 1. " N II a\'?•�.'�'�' r ^•r I Unit Drainage Fill(3/4" .. _ „ .,,,9 o •II, I Unit Drainage Fill(3/4"24" J `"` Crushed Rock or Stone) I— —t Crushed Rock or Stone) t Qce ", 24" i i Crushed Rock 3 to II6.4 1 > :.' 1 .II. 1 tT W = '' 1/2"-1„ 1/2"-1" = W I— l-7 I`r. Grid Depth Per I g" II. Grid Depth Per 8^ Z (Retained Soil) Wall Design Table Finished Grade Per (Retained Soil, i Wall Design Table Finished Grade Per Z ; ~ i 9 1 Civil Drawings Minimum Il 9 1 Cwll Drawings Minimum p 0 Q ! I q 12"Embedment I~ : MU off 12"Embedment I— I cc — d 11. .�II I _%/ a ill a u=n =ii= i II11•t �',1 551E .ii ill—ill = 11. =F4— + Lu I ROFF II—II-11-1—1—II-11— —11 II --+i—II II II II 11—II=11= I II II 11 .II II III. I! —II. II=11 11 =II-11= W v" —11— — 11 11— ,.—kr11 II 11= -ii- -lt. II — . 11-11=11= Z --- $. 1=11= = I— -1-11 — I— Y G I NF 4"Diameters Perforated Drainpipe 4"Diameter Perforated Drainpipe- as Specified by Engineer/ Unreinforced Concrete as Specified by Engineer/ Unreinforced Concrete —I (</\. Fp Qce or Crushed Stone or Crushed Stone Q 0 WRAP DRAIN ROCK ZONE WITH CFoundation Soi� Leveling Pad WRAP DRAIN ROCK ZONE WITH _/(Foundation Soil) Leveling Pad v /// 8957PE J 24"X 24"MIRAFI 140N 24"X 24"MIRAFI 140N ♦Z A J GEOTEXTILE OR EQUIVALENT GEOTEXTILE OR EQUIVALENT > '1 Q Note: Note: I— i OREGON When site conditions require,wrap drainage tile in 3/4"aggregate and filter fabric with When site conditions require,wrap drainage tile in 3/4"aggregate and filter fabric with 9� O�� O Tr N drainage composite or aggregate back drain system,as directed by geotechnical engineer. drainage composite or aggregate back drain system,as directed by geotechnical engineer. 8 2 m See Wall Design Table for recommended geogrid lengths. See Wall Design Table for recommended geogrid lengths. �,9 , Q o LL Typical Reinforced Wall Section-Schedule A Typical Reinforced Wall Section-Schedule B -fir, . ARE�'� 4 b EXPIRES: 12-31-25 O - O 0 v inl- 1' N 0 co co,,, coo . Schedule A Schedule B 9 } a v Exposed Wall Height Minimum Embedment Total Wall Height Geogrid Length Block Depth Block Width Exposed Wall Height Minimum Embedment Total Wall Height Geogrid Length Block Depth Block Width m d' p Geogrid Type Backfill Type Geogrid Type Backfill Type -Ia. al v (feet) _ (feet) (feet) (feet) (inches) (inches) (feet) (feet) (feet) (feet) (inches) (inches) O .._ 8 1 9 6.5 Miragrid SXT 18 18 Crushed Rock 4 1 5 4.5 Miragrid SXT 18 18 Crushed Rock H W WALL DETAILS E m 6 1 7 5 Miragrid 5XT 18 18 Crushed Rock 3 1 4 3.5 Miragrid 5XT 18 18 Crushed Rock LL 4 1 5 3.5 Miragrid 5XT 18 18 Crushed Rock <3 1 <4 Not Required 18 18 Crushed Rock in To <4 1 <5 Not Required 18 18 Crushed Rock v a c 0 N 4J y H o V N O `m U — PROJECT NO.: 146-004 o N9 TYPE: CONSTRUCTION c - - REVIEWED BY: PRE N m ro c o O co i O T° i O 5 N . 7r ro - m 4; 112 . 2 , . a o_ 2 0. ii Z No Geogrid Zone,4'From Finished I Fence Post,See Fence in Grade Per Civil Drawings Section And Plan Detail 1:0 Finished Grade LU W Per Civil Drawings Cap Unit = <L' Z II il. Lu U UIII, C Crushed Rock toGeotextile fabric !Fence Post,See FenceIl..p'� ,:a .'_...... QSection And Plan Detail II:'z;` •.•- c `'• I 4"Diameter Perforated Drainpipe-Non-woven separation geotextile fabric •• •- :v•::-r `; 2 Z Finished Grade , as Specified by Engineer (placed 1'above high water elevation) �i +r L 0 Per Civil Drawings Cap Unit I i I I Wall Unit of I I -1•rtil y •••?'-''' '.•iry,;rbr••:< I III �, .• ;• TO W °'•''' "'}•"�•, (Retained Soil) ! Unit Drainage Fill(3/4" o II Grid Depth Per I Crushed Rock or Stone) Geotextile fabric : ,•,a; z:'" ' I CC I~Wall Design Tab!: I r Q :'.."„•-.'••..<' t I".` Drain Rock r 1/2"-1" Finished Grade Per CI ll :} • t +4« •-•+t .. , I ` , I -Ig" Civil Drawings Minimum Z 71 s t hgr'L�•.,::`a"' x I Drain rock open graded with less than 3% _ +„s, �,,�A,,.�y,�„�''- 24"Embedment Non-woven separation geotextile fabric y 'i x, �� 4"Diameter Perforated Drainpipe- = fines to 1'above high water elevation I. I �� Q (placed 1'above high water elevation) TI ✓:: *; a • !! as Specified by Engineer i I 11=11 II u II fl II II IL"II u= N a I r ` • • �' • ",. Wall Unit o) II �'! I ��i i'i �ii i�,�JL11II ILII II uJ oC II . ` • '.'' ;", �` N 11-11-ii I i II 1 i .8 II d-It 848 II 11�. 11 .11= -I U O = _ -II- - -11 III]I= - 11=11 11= - J Q - 1= I Unit Drainage Fill(3/4" @ 4"Diameter Perforated Drainpipe- Q 2 II. - Crushed Rock or Stone) o as Specified by Engineer / Unreinforced Concrete or 3 w Q II Grid Depth PerCrushed Stone Leveling Pad U (Retained Soil) P I 1/2"-1^ WRAP DRAIN ROCK ZONE WITH 24"X 24" Foundation Soil) I+I cc I= II. Wall Design Tabl r -18" Note: MIRAFI 140N GEOTEXTILE OR EQUIVALENT 0 > I- > 11• I Finished Grade Per 1. When site conditions require,wrap drainage tile in 3/4"aggregate and filter fabric with drainage composite or aggregate I•. 1 I Civil Drawings Minimum back drain system,as directed by geotechnical engineer.See Wall Design Table for recommended geogrid lengths. VI 1!. �% TLT 24"Embedment 2. In areas of utility conflicts in the upper 7.5',geogrids may be shortened so as not to conflict with utilities such as curb 12:0110.1"Ii1111) Drain rock opengraded with less than 3% - I j II -,. W P - II II II II II-II-Ii=. inlets and light pole foundations however should not be shorter than 9'long. fines to 1'above high water elevation 1f1 1_i I ,i._n_u_ii II II I�II�I II 11-i l�i-Il-il- -ii-ii- IIIII1.-iI .ii=i1 11=1l=11=1i-11- Q PACIFIC ' DESIGN r u= = Typical Reinforced Wall Section-Schedule D-Greater Than 10'Total Height 4"Diameter Perforated Drainpipe Unreinforced Concrete a 12564 SW Main Street Tigard OR as Specified by Engineer or Crushed Stone >' 97223 [T] 503 941 9484 WRAP DRAIN ROCK ZONE WITH 24"X 24" -'(Foundation Soil) Leveling Pad MIRAFI 140N GEOTEXTILE OR EQUIVALENT wth Note: 1ST SUBMITTAL: 04/15/2024 cc When site conditions require,wrap drainage tile in 3/4"aggregate and filter fabric with drainage composite or aggregate Fence Post,See Fence 2 N D SUBMITTAL: 06/17/2024 u back drain system,as directed by geotechnical engineer.See Wall Design Table for recommended geogrid lengths. Section And Plan Detail 3RD SUBMITTAL: 08/28/2024 5 Flnlshed Grade wings Cap Unit 4TH SUBMITTAL: 10/04/2024 o Per CMI Drawings m Typical Reinforced Wall Section Schedule C , a IT :,'•.-'C::'�•:';�`.t:..,••. --= '...••.'..`: I Wall Unit 3 x, K REVISIONS Geotextile Fabric j l r;•,? s ` I Unit Drainage Fill(3/4" ? m o •: �� Crushed Rock or Stone) t eh k' II •-crushed Rock '••;•+' o _ t , 1/2"-1" 2 0 O x Retalnedsoll II °'. Grid Depth Per NO. DATE DESCRIPTION ` _ p SI • 78" Finished Grade Per J I Wall Design Table I Civil Drawings Minimum o m cc 0 =II 5, 12 Embedment I- J o WRAP DRAIN ROCK ZONE ° • T f "N p Schedule C WITH 24"X 24"MIRAFI 140N II it II II III II I It o 11 .,,_ II 11=11-11=11=11=11= w m GEOTEXTILE ORE EQUIVALENT -II- -1i 11 t=11= = '�1-n-11- o Exposed Wall Height Minimum Embedment Total Wall Height Geogrid Length Block Depth Block Width Q 4"Diameter Perforated Drainpipe- Geogrid Type (inches) (inches) Backfill Type as Specified by Engineer Unreinforced Concrete (feet) (feet) (feet) (feet) ro or Crushed Stone 20.5 2 22.5 18.5 Miragrid 8XT 18 18 Drain Rock and Crushed Rock (Foundation Soil) Leveling Pad = 19.5 2 21.5 18 Miragrid 8XT 18 18 Drain Rock and Crushed Rock Note: ° When site conditions require,wrap drainage tile in 3/4"aggregate and filter fabric with drainage composite or aggregate back v, 17.5 2 19.5 16.5 Miragrid 8XT 18 18 Drain Rock and Crushed Rock 15.5 2 17.5 15 Miragrid 8XT 18 18 Drain Rock and Crushed Rock drain system,as directed by geotechnical engineer.See Wall Design Table for recommended geogrid lengths. a a 13.5 2 15.5 13 Miragrid 8XT 18 18 Drain Rock and Crushed Rock N i 11.5 2 13.5 11.5 Miragrid 8XT 18 18 Drain Rock and Crushed Rock Typical Reinforced Wall Section-Schedule D-Less Than 10'Total Height oa ,.1g c LL Schedule D Ni a N o Exposed Wall Height Minimum Embedment Total Wall Height Geogrid Length Block Depth Block Width Geogrid Type Backfill Type N m (feet) (feet) (feet) (feet) (inches) (inches) NJ F 14.5 2 16.5 20 Miragrid 8XT 18 18 Drain Rock and Crushed Rock o - 13.5 2 15.5 14.5 Miragrid 8XT 18 18 Drain Rock and Crushed Rock m o 13 2 15 14.5 Miragrid 8XT 18 18 Drain Rock and Crushed Rock d m 11.5 2 13.5 14.5 Miragrid 8XT 18 18 Drain Rock and Crushed Rock , 9.5 2 11.5 14 Miragrid 8XT 18 18 Drain Rock and Crushed Rock ' a N 7.5 2 9.5 10 Miragrid 8XT 18 18 Crushed Rock 12i 5.5 2 7.5 7.5 Miragrid 8XT 18 18 Crushed Rock as 3.5 2 5.5 6 Miragrid 8XT 18 18 Crushed Rock 'a; E 1.5 2 3.5 4 Miragrid 8XT 18 18 Crushed Rock Z <1.5 2 <3.5 Not Required 18 18 Crushed Rock ` R. Lo m W WI Pliii co 0 IJ E Finished Grade per Civil Drawings Keystone Cap Unit Finished Grade per Civil Drawings Keystone Cap Unit = LL rcs inn vUi RI:LAVA, 0 iehh.C.A.Ce. o '�1E11�11111_I11 1 py_ O� 1 T=II�II I� �I I��O pyp� j Z r.i -111111 -1 '. � - I =III=1- yDy�y- ,; z N 1=111 11I ' I=I 11 X •'•� , • �.• 1 o 1 1=1- • • I I Keystone Compac III .1I I-I • I Keystone Compac III U o ;11111Is • • _ ' , j Unit 111111e'.:: . ,r • • 0 Unit Let • • • • ' + 1 RIVER TERRACE 'I-I I •;.. -•ti` 'I-11. pr fished Mock :� cc r t III 24" R I - Unit Drainage Fill -III ' . ' •�' • . :. 24"••- I I Unit Drainage Fill Q c.ij •• .;(.Crushed Rock) . •• ; (3/4"Crushed = �_ t • (3/4"Crushed Z ! '.•`.' .' 'I Rock or Stone) �I �' Rock or Stone) QIL PARK w Geotextile Fabric =1111 + '- ` I, Geotextile Fabric =1111�' •�° M1'• L I I ~ a N I(-I. "�.' t. • •j. _ �:�: ' Geogrid Reinf. = I�- Y _ fI. 1 j Geogrid Reinf. _ _i < o PHASE 3 75 ,file• • • •s • •,.•••••• w •.J• • ' i ,,ilea .•=;e :t ,•:••,.. + Q Ce ce 3 I I 01) t y r.• ,`i. . '` • . .. I II 1„- 1 1/4„ H , II t - _.: -• .' 1 I I/ 1„- 1 1/4" 1� 3 H u_ a I 1 e..•., • 8" TI - .•' Grid Depth Per Wall rII I- I (Retained Soil I • :: Grid Depth Per Wall I (Retained Soil - le ''' `- _ ,. Finished Grade Per Civil I I_ . ..' ' Finished Grade Per Civil w � PROF Design Table Design Table 0 1 ••. • t ,I'I Drawings, Minimum 48" 1- • �' ; Drawings, Minimum 24" �C cj��"-.G I NF.4.- $... ce I=I ce l z, •L.D . 'r . • I I I Embedment I e • • • • • •• • • II• I Embedment Q �'8957PE =file •` •• • illi%j1 111=111=1ii iirNl - 1111. ..; ! R�111=111=111= - } Came- a - III-III-III - . A� �!/ Imam -III-III=11 1 i I'=111-1 ill-i 1 r--111E-1 i i--i i - .a P' i':i •' 111E111E111E111E111E111-1111 I' -111=11-• - -1 - 1', Ii •' III=1 I 1=1 I 1=1 I I=1 I I-I I 1=1 I I=111- OREGON �' =111E111E1111 11=I I 1-III-I 11-III-11 I-1 11 '''' "" ''-' ''"=111=111-111=111E 111=111-. =111-111E11 I-11 I 111-I 11-111E111-11 I- .1- ''"''' =111=111=111=111-111=1 l 1-"' w ' -i1 E111=I I IEI I I=I T 1- I I-I I I=1 11- '' -► ,I I IEI I IEI 11=1 EWE I I-1 11=1 l 1- '' �e9 8 TONPao 4" Diameter Perforated Drainpipe- - .l, 4" Diameter Perforated Drainpipe- .e �,. o c as Specified by Engineer �(Foundation Soil) Unreinforced Concrete as Specified by Engineer ' (Foundation Soil) Unreinforced Concrete A. ARE WRAP DRAIN ROCK ZONE WITH 24"X 24" or Crushed Stone Leveling Pad WRAP DRAIN ROCK ZONE WITH 24"X 24" or Crushed Stone Leveling Pad EXPIRES: 12-31-25 o _1Note: MIRAFI 140N GEOTEXTILE OR EQUIVALENT Note: MIRAFI 140N GEOTEXTILE OR EQUIVALENT o - When site conditions require,wrap drainage tile in 3/4"aggregate When site conditions require,wrap drainage tile in 3/4"aggregate and filter fabric with drainage composite or aggregate back drain and filter fabric with drainage composite or aggregate back drain rn 1- system,as directed by geotechnical engineer. system,as directed by geotechnical engineer. v o o N O N L ,e } 0_ r, m cc 0 J Q `- a WALL DETAILS E m Typical Reinforced Wall Section-Schedule E Typical Reinforced Wall Section-Schedule F Compac III Unit- 1"Setback Compac III Unit- 1"Setback N - 3 LI a o - , Schedule E Schedule F N Exposed Wall Height Minimum Embedment Total Wall Height Geogrid Length Block Depth Block Width Exposed Wall Height Minimum Embedment Total Wall Height Geogrid Length Block Depth Block Width -c m o Geogrid Type Backfill Type Geogrid Type Backfill Type vi a. u (feet) (feet) (feet) (feet) (inches) (inches) (feet) (feet) (feet) (feet) (inches) (inches) N „ 8 4 12 6.5 Miragrid 5XT 12 18 Crushed Rock 6 2 8 8.5 Miragrid 5XT 12 18 Crushed Rock > o a l> 'P 6 4 10' 5 Miragrid 5XT lZ� 18 Crushed Rock 4 2 6 4.5 Miragrid 5XT 12 18 Crushed Rock I PROJECT NO.: 146-004 0 o a 4 _ _ 4 8, 3.5 Miragrid 5XT 121 18 [Crushed Rock 3 2 5 3.5 Miragrid 5XT 12 18 Crushed Rock i ^, o <4i 4 � Not Required 12 18 Crushed Rock <3 2 <5 Not Required 12 18 Crushed Rock TYPE: CONSTRUCTION in C ...... m _ ____ REVIEWED BY: PRE 3 vF O ,n O O .1 C 7r R co 12N Z 2 0 3 ._ - i i Z Finished Grade per Civil Drawings Keystone Cap Unit m T I I ETII O Adr Ar r A ��/� o u " � �j 1 1 Finished Grade per Civil Drawings Keystone Cap Unit = II -111I7111 I ° - - - • - I I Keystone Compac III 1I—1=1I I CI T- 11,%- -- - - -- - -- •P I , unit l ,IIII-II O�/Q/y/O// Q -III - • - _ - - _ .. -.. .•_ - 24 Unit Drainage Fill I I�IIII I I` -- /- r ZO III - ' - - _ _ --. I (3/4"Crushed III .. _ ;�'• ;1I >r 1=I (Crushed Rock - r 11=I I I Z ''�` I Keystone Compac III U 1I Rock or Stone) -I I I=I - - I I Y P =1I1� - - -= - - 1 I' a, �111 - Unit N 1I 1 • oc l i—X- _ - -•-- - II ' Geogrid Reinf. _ :` - _ i Geotextile Fabric ' s' @ 1 I 24" Unit Drainage Fill Q _ o —III` I I (3/4"Crushed 0 III - - - - I I I 1" 1 1/4" ~ I�I II t ___ _.; riisl�ed Rock` -: :III Rock or Stone) Z __p Grid Depth Per Walt. ; i `_- .__. = u (Retained Soil) 11 I' = P �— =- Geogrid Reinf. J a 1' - _ _ _ I Finished Grade Per Civil :".. II , �° Q 1 ;-- Design Table--- Geotextile Fabric Z o I I. '• ✓II ' Drawings, Minimum 24" LI v '-} :. ' i 1" 1 1/4" ~ W F- u . I I Embedment _1II` 71111, • �' I 1=1 I 1=1 I I= I - .. li :; 8„ o _ (Retained1 - • Grid Depth Per Wallcn Soil J 111 p Finished Grade Per Civil �,,I 71 l I—III=IIEI I I=1 I I=III=I 11=1 I El I I=I I I=1 . 1 ' '•�•' II1-1 I 1-1I1-1I1=1I1-1 I 1-1 114 I I -- •- -- ~ Design Table- -I I�1 11n 11 IT111�11—III=1 i i=I 11=11 [1—'.a.., •. —1 11=1 11—I I Inr1 I El I=I 1 i 1 I-'- _:: ::_ -. -_-•..- - I Drawings J tfi-1I1-JI1-1I1-1fi 1=_1Ti=1T�_ —_ ., = - _ I I Q PACIFIC COMMUN1- " DESIGN 4 Diameter Perforated Drainpipe i 1 `= -:- = .-` `'_:' .- - ~-_- �' U 12564 SW Main Street Tigard, OR as Specified by Engineer , Foundation Soil) Unreinforced Concrete 1 _ _ a g ' or Crushed Stone Leveling Pad lit n' ll 1 -llJ—JJ 1= I= I—" 97223 WRAP DRAIN ROCK ZONE WITH 24"X 24" 1-1 -_ :- r MI II _ _ _ _ _ _ Note: MIRAFI 140N GEOTEXTILE OR EQUIVALENT III-1 11-1 I E I I—I 11-111E 11-111—I 1 I-1 11-11 f ''.ii.z'f'`'7'�l I I-1 I I—I 11—I 11-1I1-111—I I 1�II I I- [T] 503-941-9484 N. 111-III-111=111_ 111-111-111-111-111- �I_ .• J1=1J1 I I-1 11=1 11=1 th When site conditions require,wrap drainage tile in 3/4"aggregate - -1 I1 III=III 1 I I-1I I—I I1= 1ST SUBMITTAL: 04/15/2024 L. th and filter fabric with drainage composite or aggregate back drain 4" Diameter Perforated Drainpipe- '— '—' 2ND SUBMITTAL: 06/17/2024 LL system, as directed by geotechnical engineer. as Specified by Engineer�( Foundation Soil) Unreinforced Concrete 3RD SUBMITTAL: 08/28/2024 WRAP DRAIN ROCK ZONE WITH 24"X 24" or Crushed Stone Leveling Pad 4TH SUBMITTAL: 10/04/2024 Note: MIRAFI 140N GEOTEXTILE OR EQUIVALENT J When site conditions require,wrap drainage tile in 3/4"aggregate REVISIONS 3 and filter fabric with drainage composite or aggregate back drain FTypical Reinforced Wall Section Schedule G and H system, as directed by geotechnical engineer. ° Compac III Unit- 1"Setback o 1- ›.. NO. DATE DESCRIPTION 0 a, m N 0 J 0 fi Typical Reinforced Wall Section Schedule JH Schedule G Compac Ill Unit- 1"Setback - Exposed Wall Height Minimum Embedment Total Wall Height Geogrid Length Block Depth Block Width 3 (feet) (feet) (feet) (feet) Geogrid Type (inches) (inches) Backfill Type v 0 8 2 10 6 Miragrid 5XT 12 18 Crushed Rock ✓ _ 6 2 8 4.5 Miragrid 5XT 12 18 Crushed Rock 0 4 2 6 3.5 Miragrid 5XT 12 18 Crushed Rock Schedule 1 d a 3 2 5 2.5 Miragrid 5XT 12 18 Crushed Rock m Exposed Wall Height Minimum Embedment Total Wall Height Geogrid Length o <3 2 <5 Not Required 12 18 Crushed Rock (ft) (ft) (ft) (ft) Geogrid Type Block Depth(in) Block Width(in) Backfill Type ' 16 1 17 14 Miragrid 5XT 12 18 Crushed Rock ✓ LL o 14 1 15 12 Miragrid 5XT 12 18 Crushed Rock n o 12 1 13 10 Miragrid 5XT 12 18 Crushed Rock ✓ F Schedule H 10 1 11 8.5 Miragrid 5XT 12 18 Crushed Rock I..r, — - 8 1 9 7 Mira nd 5XT 12 18 Crushed Rock a .' Exposed Wall Height Minimum Embedment Total Wall Height Geogrid Length Block Depth Block Width g o m Geogrid Type Backfill Type 6 1 7 5.5 Miragrid 5XT 12 18 Crushed Rock II) (feet) feet) (feet) feet) (feet) feet) (feet) feet) (inches) (inches) 2 4 1 5 3.5 Miragrid 5XT 12 18 Crushed Rock M d m 8 2 10 9.5 Miragrid 5XT 12 18 Crushed Rock F 6 2 8 8 Miragrid 5XT 12 18 Crushed Rock 1 <5 Not Required 12 18 Crushed Rock a N 4 2 6 6 Miragrid 5XT 12 18 Crushed Rock c % 3 2 5 6 Miragrid 5XT 12 18 Crushed Rock 4 m y 2 2 4 4 Miragrid 5XT 12 18 Crushed Rock -aC, <2 2 <4 Not Required 12 18 Crushed Rock c2,-, Z y a` u. 1 N r6 E ro W __ex_ ......moilirevtace4;1 O N RIVER TERRACE N iL PARK w ,„ PHASE 3 on z Q J �� PROFF , o � \"\G I IV FF $. -ce a8957PE o CiAlefr J 3 OREGON q� RI' 1)... 8, 20 $ a, q'c A. ARC-- 0 EXPIRES: 12-31-25 4 O O so 1- M N 05 -c o_ ms E WALL DETAILS LA o PROJECT NO.: 146-004 o TYPE: CONSTRUCTION OD --• REVIEWED BY: PRE co ,_ 0, O c) O qi 4 iZ112 . 4 Z I I - I SEE SHEET 4 1 ICONNECT TO < EXISTING WATER I LINE • SSMH 1 SDMH 1 PUBLIC I SSMH I I I ,•• ro• \ 1 4 i SEE SHEET 1 !1 — — — — — I•■►ia, >! u ■ _ III■M�■Ir . \ ,,‘ TRACT / �` i ■■m•Iwil ■\ .1 ■ ■__ _ — � 1 ■■ ■mir ■ ice■ ■��11� .:\ 1:11!,......"0 x s-- © i( Iffir,: sDss I■ sS: SDSS �' rSD liSS Willi)! PAri-" -: COMMUNITY' DESIGN . 12564 SW Main Street Tigard, OR xw w - BOUNDARY \ S•r '■■ 1■■ ■I■ �im ■■�1 ■ ■�'sr 1 WA —� 17111 �i■\ ►L'il■ �f ■\■■►L■■■ IIi► 1■ ■ 1�� I � ► �of'� 97223 O ��■■� ■�� ■1■ ■■■�■��■�■�� \ �° [T] 503-941-9484 9 \ 1ST SUBMITTAL: 04/15/2024 2ND SUBMITTAL: 06/17/2024 • I — I IN I_• 3RD SUBMITTAL: 08/28/2024 WATER 4TH SUBMITTAL: 10/04/2024 ' SSMH o SSMH SEE SHEET 11 1 \ 1a, A3 • , ovv, I i 134 I. _ 97 135 �, D3 o REVISIONS ■I■■■ 1 1 1 11 �� 1'°° *�`I■V \ \ NO. DATE DESCRIPTION 0 1 „, ii II X 1 1 I I I I I \ \ 11 ,, 1 SDMH 1 v+ ■ISEE SHEET 405 ■�I�_ 4F 133 ill ,,, 0 1 ■■ .,. I!IIiiPI 1 x wv ■1 ," 7 ■I■■. ,,, I I itI■ x I 136 ■■ v. x PHASE 3 BOUNDARY 1 ■111119 li NRimi 1111 KW iiii D 1 iii _ MH _ffIuIi • ii A2 C 1 -1 -li i - 1381�w_ II PUBLIC �' > t , ■■I■141 grr1. mm 1 ■■I■ �■■■■�■■■•M■■��■■��=UMW.. PISS x °°°°°°°°° ... . .. . ... . .wwwwww E _'- _ - " ■■I�_ I�I:�� tJ'■■■IMM■ / !!'■ � —■■II■ Y►� : ■ III■■I ■�1\�■L II I ■1■■I Jt�I SDMH �1 Off'li ■�C�■■_ SS j 1 1■ © xSS © ■ — '�'I�■■IIIIIIIIIIIIIIIIIIII■ ■IIIIIIIIIIIIIIIIIIIIIII■■■IIIIIIIIIIII 1 C v — — — — — — ,�! ��7 SD ■�!'=p w C trl OIMM xw xss O Mil xw •• •i.I III 1 139 ■tI mni. /1111M111111111-.■_-linumu _i_ s C.. . .. ..•.• ,44444440+ xw III ►xIeaC+a�aoiaodYad■I Itgi / / i I` I I to . : a ■■ II PUBLIC — 130 ■1111111 .. 1�11/ - CONNECT • EXISTING ■■■Ill�'' WATER ■ SDMH Qcve�i ■�iISEE SHEET 501I : III � h. Y ■■ i I 140 ' ■III� 129 III i MH ievtace SSMH ■■■I - PUBLIC113 _ D2 g - - - I IjIlli1,11711444:qiiiiii:: CONNECT TO EXISTING / ILIII - WATER I SEE SHEET 501 lilillin RIVER TERRACE SD o j SD o SD--0-1-0 . c, 141 - PUBLIC PARK - 2/ . PUBLIC 128 �� o I■■� ® Att , SDMH — — SDLN 1 '1 wl1 ■■I■■I / 4E SEE SHEET 301 ■� 1 PHASE 3 t 4 // SEE SHEET 1 I 0 IF - --Irn . ,w4 IL I Mir x rii , �/ 142 127 11111 IO K / ■i►'■ . I - - SSMH SDMH PROF(�,, tii „ SDMH - - �� G I NFF`O/ Asa � ��•• / 1 A / SEE SHEET 1ilk A - - 8957PE CiALUSK- XSS © AA4110 ilI iiiii ,tea• — — — OREGONd "�'. 143I■■ , ■= PiiY 5..�44 41 +�44MX0X—.1 OXCCQI■QI■QQ555:I'�+05 5tik�GII 1■1■� •�o O © �11� j SSMH ■ spL. \rl�li<7■■�!�■■■ AI■■!■■l11�■■�I■Y■�■�■■E■\■ ■i■!■ ■■e■1■1=I l 8, 2 I�, xso �4 ri aQ 126 A l \ ` ■ sp'MZE' ■�I` O ■ ■ ■P= . F F A. AREr'lit. \ — — \ ` / !"�l_j ■�� xss EXPIRES: 12-31-25 o llEMMIIII 1 -0_ _____ . - -Vs, �t0 `�� \ PUBLIC �� ■IEl a �_. 1�►imm r;_►ii��—f��1■�i 1�PI—■��i Ili / 1 ��'., \ �� ■■■��I��E .. ... ... . .. ... i !4444444444 �444�+45�4444444444�+45 SDLN 1 — — M ' , O��/ , •�` \N\\ 144 SEE SHEET 301 / // -17.-f ett 1 t — — — — —1 a CONNECT TO ,' \ �� AS • • Ico EXISTING STORMLINE 43: ;: SDMH1 WATER LINE - _ a / /..`,° ` ° COMP UTI L CONNECT TO CONNECT TO / 0.,o` SEE SHEET 1 1 N p EXISTING STORMLINE / EXISTING WATERLINE I ._,° 1 ' a'vi •` 0 PUBLIC . \'� , / o -I- \ : 4s, u o° / +'+. O. ifr4*1111\4% ----'"--""li"IMIMINIII -�„„_,- ,�,�-r, r�TT . . - - - —/ PROJECT NO.: 146-004 . /� `+,+ �� _■ �� EMI �� ■ ■®■:. TYPE: CONSTRUCTION N::' on , / © - 1/4 111111011111i■ ■—■ ': ' � ■ ■—■■III REVIEWED BY: PRE �►+� / *+ XS XSS I El SS G) o p i XSS o 4+ X . h , ••T, 0 SD- o e % 40‘ x �� SCALE CONNECT TO EXISTING Q °° � _ 40 0 20 40 •o / 1 1 3 SANITARY LINE ®�� / l0- .: •o . .1 � .. .. .. - ,.:.vvv °ovvvvvvvvvvvv ov°ovv-. . �.. ..., . ... ............. ..,•v°v `. . ■��" •° / / _I®�i■ °°°° °°°.°°°°°°°°°°°°°°°°°°°° ... ... . .. . ... ... ... .• _... ........ ............. ... .....z , �: 1 INCH = 40 FEET ._ _ 25.00' TEMPORARY ACCESS AND UTILITY EASEMENT TO BE VACATED PER DOCUMENT NO. 2016-085344 I I L 1 I 153 154 155 156 157 158 I 152 I v PARCEL 2 I I 0 — TRACT K n — 117— / , s im o Ln ------- 1:1!1•1101111:11) ACCESS AND PRIVATE UTILITY ss SS SS SS e SS Ss SS PAS`"- EASEMENT TO BENEFIT PARCEL 2 SD SD SD OO SD SD 11111 COMMUNITY' DESIGN EMERGENCY VEHICLE OVER ENTIRETY OF TRACT K4r1) w w w W w w Iw 12564 SW Main Street Tigard, OR ACCESS EASEMENT 11 � 11 + li �So 97223 o SW MAYBELLE LN o `� [T] 503 941 9484 I I i. Q — "° II \\ 1ST SUBMITTAL: 2ND SUBMITTAL: 04/15/2024 06/17/2024 11 I 50.00'TEMPORARY SEPTIC (/ 3RD SUBMITTAL: 08/28/2024 I I -I EASEMENT TO BE VACATED PER 4TH SUBMITTAL: 10/04/2024 E— -I— O - — r — —1 DOCUMENT NO. 2016-085344 \\ I I I 134 v o \\ a REVISIONS 151 L — — I ——_I 135 104 103 102 101 100 99 98 97 \\ \\ \ NO. DATE DESCRIPTION T a I I PRIVATE STORM I\ . 0 0 DRAINAGE EASEMENT TO 1 \ O PRIVI ATE STORM BENEFIT LOTS 98-100 I \ DRAINAGE EASEMENT TO 133 I� ® BENEFIT LOTS 146 151 II N ® © © ® XSD I1 �I 1 o f0 II �, o � 136 I I 150 1 1 LEGEND 132 N 1 I I EASEMENT LINES • SS PROPOSED SANITARY SEWER PROPOSED PUBLIC � n 105 106 107 108 109 � I I: O UTILITY EASEMENTS (II —XSS EX SANITARY SEWER NtO 137 g I i SD PROPOSED STORM DRAIN 149 d XSD EX STORM DRAIN ,^ o-■ ( _ — ) W PROPOSED WATER LINE A.PHASE 3 a 138 131 : �` TJ NI iEl XW EX WATER LINE BOUNDARY ° I D ® PROPOSED SANITARY MANHOLE i on " q _ - 148EX SANITARY MANHOLE TRACT J 0 O SS SS SS O OO L — xss Qs xss xss Q , I� O SD OO SD SD SD U 0 PROPOSED SANITARY CLEANOUT XSD DO XSS pW OO g PROPOSED STORM MANHOLE uPUBLIC PEDESTRIAN Et BIKE ACCESS o W w WW 1 —xw xw -XW EX STORM MANHOLE o I EASEMENT OVER ENTIRETY OF TRACT J y SW ROSLYN11 LN 1 I ■ PROPOSED CATCH BASIN IlLi a) I 130 an n — ——— —...-- as ❑ EX CATCH BASIN 147 I o 139 0 �( — 1 N Y PROPOSED FIRE HYDRANT E I m I I v x x ® PROPOSED WATER METER ris RIVER TERRACE PARK pp��77 I z o o g II PHASE 3 IA - N ® PROPOSED WATER VALVE © I I - QWen. ievtace, NI 146 I s 140 129 N 114 113 112 111 110 N N o PRIVATE STORM _ DRAINAGE EASEMENT TO N x x N o a BENEFIT LOTS 110 113 — _ _ RIVER TERRACE o C I 00 — — H / ' I SD 0-- 0 —SD o SD o ® o ® X D w / e / 141 I I d PARK xC PHASE 3 N x I / � � �� / 128 � 0 145 / . . z / M '♦ / I / 142 ,„ 115 116 117 118 119 L.,, �� , �, PROF w 127 ) , o 3 y o I / / II x x ��,GINFF�/ di / / 1 ) �� 8957PE ___y CiA161-0K- .: _ .,, . iie / 143 \ K.1).5.)REGON�q�� \ Q SD [.7 grLo �ov XSD ' y 126 \ O W W W w w xw xw xw xw xwPXQ \ / QQ SD SD— -SD• SD QD © XSD XSD _ Q OO OO A. ARE��" s 0 ss SS — SS — —ss s QQ sQ— XSS Qs XSS xss Q EXPIRES: 12-31-25 o —SIGHT DISTANCE \ SW BLACK TONE LN I so 'rSD 0 \ \ EASEMENT `' a ' N \ rXx�, OS0` \ c \ 0 x / --- - -�-� —'1 \\ a) \\\ 144 STORM AND SANITARY \ a ,' \ EASEMENT TO BENEFIT / + \\ CITY OF TIGARD / `'� so � / x UTILITIES Et E //: /' / I EASEMENTS Q . TRACT I / / G \ // 5� // 125 124 123 122 121 120 x -,-0 IP \ t\ \ / h / a) h ,_ 4_,I, \\� �/ // PUBLIC PEDESTRIAN Et BIKE ACCESS N / / \ / EASEMENT OVER ENTIRETY OF TRACT I i k > \ �\ — —1 (g) o ♦ \ 1 —+— x PROJECT NO.: 146-004 I TYPE: CONSTRUCTION 01)3 / N N\ , © SW PE, Rp x REVIEWED BY: PRE / 00. H / /Nc• XW XS\ 0 xss S xss XSS xsi XSS 13 o 'c a 0 ' Q XSS XSS XSS XSS O o / �� \ \ Xw �,O 'SD— Oa — XsD — Xs i= x5D — — XSD x O xsD — �cs� O SCALE 1 1 4 / , xw w xw xw xw xw xw xW xW xw Xw xw 40 0 20 40 p / // •a ` 1 n El ICJ 1 INCH = 40 FEET z I ca F. 111 1111 MAYBELLE l'i„\ R/W R/W _--iIw 50' R.O.W. 8' I 28' PAVEMENT I 8' I� I~I I , I " � ROSLYN PUE :N/V 5' 7' 14' 7' 5' 5' PUE -NCO PLANT. PARKING TRAVEL PARKING PLANT. SW �I 0.5' I CL 0.5' - 5.1 0.5' - TC = CL + 0.10' TC = CL + 0.10' - 0.5' y X BLACKSTONE 1 MAX' ' 2.50% 2.50% 5''1 MA 1 J KEY MAP 1 CONCRETE SIDEWALK 105 CONCRETE CURB AND GUTTER PER DETAIL 120, SHEET D2.01. PER DETAIL 126, SHEET D2.01. CROWN LOCAL RESIDENTIAL GENERAL NOTES: SW 162ND TER B CITY OF TIGARD SKINNY STREET OPTION 1. CONSTRUCT SW BLACKSTONE LN PER SEE SHEET 202 PARKING BOTH SIDES TYPICAL STREET SECTION B, THIS SHEET. 2. REFER TO CR SHEETS FOR CURB RETURN I �_; I NOT TO SCALE I I ; v, INFORMATION. I I:. �n • STA: 12+30.00 - 15+00.00 128 j 1 0 Pli Di:::0 3. DRY UTILITY CROSSINGS SHALL BE PLACED °1 p PRIOR TO PROOF ROLL TEST FOR CURB. THE PACIFIC COMMUN' " DESIGN o,1 N NUMBER OF CROSSINGS, EXACT LOCATIONS, 12564 SW Main Street Tigard, OR v I c) DEPTH, CONDUIT TYPE, ETC. SHALL BE 97223 IIa - SPECIFIED BY THE PRIVATE UTILITY [T] 503-941-9484 'vvvi N% 115 116 117 118 119 CARRIERS. CONTRACTOR SHALL 1ST SUBMITTAL: 04/15/2024 COORDINATE. 2ND SUBMITTAL: 06/17/2024 127 J o 3RD SUBMITTAL: 08/28/2024 "" (TYP) 8.00' 4TH SUBMITTAL: 10/04/2024 /0 4 O © PUE, TYP. © O v. ',� - + LEGEND: REVISIONS v.ovv 000vvvvvvvvvvvvvvvvv0000y VVvv vvvvvovvvvvov00000VVVVVVv0000000vvvv000� SIDEWALK BUILT BY DEVELOPMENT NO. DATE DESCRIPTION � �0 � �� vv vv vovoovvvvvvvvvvvovvvvvovgovvoo oovv q q a II a v` vvvvavvvvvv� a /I \ w y� w wSW BLACKSTONE LN w 126 SD SD SD s� O �DDDD SIDEWALK BUILT BY HOME BUILDER \•' - - - � !O SS I SS I ss + ss O 12+00 �� WOO 13 00 A' \ / \ / ,.� vovvv.vvvoo`pp000v. BEET NOTES. V VOVVOV . -.• '.'y'- - v vi v v O O av aV 7 V V 7 V V vv ova vvvvv VvaVVv r' �ese°e°e STREET - / / ,� O INSTALL STANDARD ADA ACCESSIBLE RAMP / `�s�' O © 0 0 PER DETAIL 1, SHEET D2.02. / o4� 8.00' / ` \`,� 125 PUE, TYP. PHASE BOUNDARY O INSTALL MONUMENT BOX PER DETAIL 170, / �s.// SHEET D2.01. // a` .. 124 123 122 RIVER TERRACE PARK RIVER TERRACE PARK O CONSTRUCT RESIDENTIAL DRIVEWAY PER PHASE 3 DETAIL 141, SHEET D2.01. SEE TABLE THIS / PHASE 2 /`'�' '�\ 121 120 SHEET FOR DRIVEWAY INFORMATION. N . O. SAWCUT MIN. OF 1-FOOT INSIDE SOUND SW BLACKSTONE LN - PLAN EXISTING ASPHALT CONCRETE PAVEMENT AND REMOVE. SEE PROFILE FOR STATIONING. IIIWNI SCALE: 1" = 40' OTIE-IN TO EXISTING CURB &t GUTTER. OREMOVE STREET &t SIDEWALK BARRICADES. 440 440 11 DRIVEWAY STATIONS I HIGH PT. STA: 12+86.53 HIGH PT ELEV: 398.31 . . LOT STREET STATION WIDTH ivvtace, 00 PVI STA: 12+69.79 ^ o Qcvex ID 1 co 00 -a-Lri PVI ELEV: 402.56 0 115 14+28.73 (BLACKSTONE), 14.00' RT 16.25' 430 M ' K: 9.00 - + M 430 M w 116 13+82.02 (BLACKSTONE), 14.00' RT 16.25' - w LVC: 178.17 Z - i_ • j w o j 117 13+32.69 (BLACKSTONE), 14.00' RT 16.25' 4 w Z l> oo 0 o m 118 12+82.29 (BLACKSTONE), 14.00' RT 16.25' RIVER TERRACE v 420 LOW PT. STA: 14+82.98 1 00 " 420 119 12+37.02 (BLACKSTONE), 14.00' RT 16.25' PARK Z rn sr; i LOW PT ELEV: 389.95 M 120 12+66.61 (BLACKSTONE), 14.00' LT 16.25' 0 0 o PVI STA: 14+86.73 1- r. Z " > PHASE 3 iL ,-- u•; PVI ELEV: 385.12 0 .- m I- w 121 12+97.36 (BLACKSTONE), 14.00' LT 16.25' w 410 � � K: 14.00 r. M 410 w122 13+47.46 (BLACKSTONE), 14.00' LT 16.25' N w LVC: 232. 9 w - - 3 > ``' > 0° I 123 13+97.36 (BLACKSTONE), 14.00' LT 16.25' w EXISTING GRADE m _ - - PROFS' STREET CENTERLINE a - - PRE MASS GRADING _ ` 124 14+64.58 (BLACKSTONE), 18.07' LT 16.25' ��G I NFc,,A 8957PE 0 400 \ FINISH GRADE @ ,7 ,\ 400 125 14+78.61 (BLACKSTONE), 26.58' LT 16.25' L� 1- STREET CENTERLINE i "' / OREGON 0 _ FA. ARE 390 -� - - 11. 6 390 EXPIRES: 12-31-25 o FINISH GRADE EXISTING --] L._ sto STREET CENTERLINE 8.00' PROPOSED a ADA CROSSING cc 4.5% MAX CROSS SLOPE a380 3116+25 16+00 15+00 14+00 13+00 12+00 11 +00 SW BLACKSTONE LN . PLAN Et. PROFILE U, N U v, SW BLACKSTONE LN - PROFILE v, v HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10' U, N 0 PROJECT NO.: 146-004 4 -- TYPE: CONSTRUCTION on (1i) 3 REVIEWED BY: PRE 12 rn 0 00 SCALE 201 40 0 20 40 '0 1 INCH = 40 FEET a z IIQ IJLLLE1X 111 R/W R/W - 1 ' I 11-) 50' R.O.W. --I _ Iw 8' : 28' PAVEMENT 8' I� ~1 _ 1 - "�� Io ROSLYN PUE 1 5' 5' 7' 14' 7' 5' 5' P U E -_.1.- cN• o SW PLANT. PARKING TRAVEL PARKING PLANT. SW , �I 0.5' 7 CL 0.5' Si, .5' - TC = CL + 0.10' TC = CL + 0.10' 0.5' y � BCKSTONE 1 1 MAX' ' 2.50% 2.50% I 5'1 MAX KEY MAP 1 CONCRETE SIDEWALK 105 CONCRETE CURB AND GUTTER PER DETAIL 120, SHEET D2.01. PER DETAIL 126, SHEET D2.01. CROWN LOCAL RESIDENTIAL GENERAL NOTES: / B 1. CONSTRUCTSW162NDTERPERTYPICAL CITY OF TIGARD SKINNY STREET OPTION N„ PARKING BOTH SIDES STREET SECTION B, THIS SHEET. � 2. REFER TO CR SHEETS FOR CURB RETURN NOT TO SCALE INFORMATION. SW MAYBELLE LN SW ROSLYN LN SW BLACKSTONE LN STA: 15+00.00 - 19+24.36 3. DRY UTILITY CROSSINGS SHALL BE PLACED Pli i li i SEE SHEET 203 SEE SHEET 204 SEE SHEET 201 PRIOR TO PROOF ROLL TEST FOR CURB. THE PACIFIC COMMON', " DESIGN I i NUMBER OF CROSSINGS, EXACT LOCATIONS, 12564 SW Main Street Tigard, OR D - fr D DEPTH, CONDUIT TYPE, ETC. SHALL BE 97223 DC .. C DpD DD D G SPECIFIED BY THE PRIVATE UTILITY DDo �, \pD N 3 .. P 4. Ln p [T] 503-941-9484 pD V1J pD Di,: T. Dp DC : 0 D v,�o 0 '"I z CARRIERS. CONTRACTOR SHALL 1ST SUBMITTAL: 04/15/2024 w jp� 106 Dp\` ,, J D COORDINATE. 2ND SUBMITTAL: 06/17/2024 103 ± ii 113 116 D�� cw 3RD SUBMITTAL: 08/28/2024 Dp cQ DD D� J pp pC CZ c 4TH SUBMITTAL: 10/04/2024 D° M DD `0,': Dp pC NO DD w DD D z >p D, ri- 0. N LEGEND: REVISIONS D .: + D D >DD • �/��/�� DD pp >D 1> ,„ 3 DD II DD J �D Dp Y DD .. v, I DD I I >D DD n V1 DD N , .: >p �, S'> DD T -I m .. SIDEWALK BUILT BY DEVELOPMENT NO. DATE DESCRIPTION J D DD • ° >D a D • P 104 105 'J N �, 114 115 •,DDDDD SIDEWALK BUILT BY HOME BUILDER � p 8.00' - 8.00' `' l POE\ \, ,,, ____,i_ _ , TYP. POE, TYP. J = sm 'D N VI NI...._ STREET NOTES: w / w WMg I , O INSTALL STANDARD ADA ACCESSIBLE RAMP °D, SD SD -�' S �D SD _ _ _ _ +■ _ _ �0 A PER DETAIL 1, SHEET D2.02. Q • ss SS 18+00 SS SS p7 +� ss SS 16+00 Ss SS 1 ` 0 / \ DD bkw, SW 162ND TER V�'f 0 INSTALL MONUMENT BOX PER DETAIL 170, r SHEET D2.01. ��TRACT K ,:. _ 7I73l 33NSI AA 1 '1 1 '''' i 1 :. . . p D c DD D DDD ‘I�/ D- D - - - - - - - _ - - - - - f - - � _D;o,..p.. O3 CONSTRUCT RESIDENTIAL DRIVEWAY PER PHASE BOUNDARY © i- © © O 8 00, © \ - - - SDHEET FOR DRIVEWAY NETAIL 141, SHEET IFORMATION. SEE TABLE THIS 8.00' (TYP) \\• POE, TYP. PUE, TYP. \ W -.,* 134 133 132 131 130 129 128 DRIVEWAY STATIONS S 127 126 LOT STREET STATION WIDTH SW 162ND TER - PLAN 126 15+03.47 (162ND), 27.57' LT 16.25' SCALE: 1" = 40' 127 15+42.69 (162ND), 14.00' LT 16.25' 128 15+88.70 (162ND), 14.00' LT 16.25' 129 16+38.70 (162ND), 14.00' LT 16.25' -remake 450 - QPVI STA: 16+44.39 450 130 16+88.90 (162ND), 14.00' LT 16.25' Weh. ✓ I PVI ELEV: 398.64 o K: 12.00 131 17+44.65 (162ND), 14.00' LT 16.25' LVC: 36.90 - NI-- NI- .0 132 17+94.24 (162ND), 14.00' LT 16.25' Ci 440 - I PVI STA: 17+02.48 Ni 0, N 440 133 18+43.97 (162ND), 14.00' LT 16.25' PVI ELEV: 401.76 .. .. RIVER TERRACE 134 18+70.11 (162ND), 14.00' LT 16.25' a K: 14.00 N > N -; PARK I., co NJ LVC: 56.42 w > TRACT K 19+18.49 (162ND), 26.37' LT 16.25' N N. c LOW PT. STA: 14+82.98 430 PHASE 3 0 430 - o + N a LAW PT ELEV: 389.95 N w ' ' `o w .o PVI STA: 14+86.73 o N u 1- ii N u I PVI ELEV: 385.12 IL u 9 zo a u m 1-- K: 14.00 ,w ``' v .,o Y S 00 N M LVC: 232.59 _ CI PROF v' 420 -� 0 coo ' m 0 420 � GIN �`"'/ Z O O �o pp co M I \ \�- 9 S3/ � 00 0 NI c, o � M S. �'� FF4' � 8957PE a u u i u ° w l7 w CA j ��aile,"s' \ w > u w OREGON 410 - - - _ 410 �F �' A. All-`- N EXPIRES: 12-31-25 o - 1 L5.50% - M 400 400 v, 5.50% \ ,_ a 4.50% 8 \ co o / 8.00' PROPOSED SW 1 N TE LAN ADA CROSSINq a PROFILE u, 390 - 4.5% CROSS SW IPE 390 u N 4J a) L N v 380 380 (rI51 PROJECT NO.: 146-004 N 19+50 19+00 18+00 17+00 16+00 15+00 14+50 TYPE: CONSTRUCTION OP 3 REVIEWED BY: PRE 12 SW 162ND TER - PROFILE rn HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10' O o SCALE 202 O 40 0 20 40 0 1 INCH = 40 FEET a z 11LHMAYBELLE R/W R/W I ri 50' R.O.W. I_ w 8' ' 28' PAVEMENT 8' - I�� I~1 - "� ° ROSLYN PUE :NA/ 5' 7' 14' 7' 5' 5' PUE -NCO I N, PLANT. PARKING TRAVEL PARKING PLANT. SW , col I 0.5' 0.5' 0.5' - TC = CL + 0.10' TC = CL + 0.10' - 0.5' y T BLACKSTONE 5 1 MAX. o o 5.1 MAX' 11 1 2.50/0 2.50/o f- -y .47 ) KEY MAP CONCRETE SIDEWALK Q CONCRETE CURB AND GUTTER PER DETAIL 120, SHEET D2.01. PER DETAIL 126, SHEET D2.01. CROWN LOCAL RESIDENTIAL GENERAL NOTES: B ; CITY OF TIGARD SKINNY STREET OPTION 1. CONSTRUCT SW MAYBELLE LN PER TYPICAL STREET SECTION B, THIS SHEET. '�f PARKING BOTH SIDES 2. REFER TO CR SHEETS FOR CURB RETURN NOT TO SCALE INFORMATION. STA: 19+24.36 - 23+04.56 Pli i li i I I 3. DRY UTILITY CROSSINGS SHALL BE PLACED PRIOR TO PROOF ROLL TEST FOR CURB. THE PACIFIC COMMUN', " DESIGN NUMBER OF CROSSINGS, EXACT LOCATIONS, 111 12564 SW Main Street Tigard, OR I DEPTH, CONDUIT TYPE, ETC. SHALL BE 97223 \ W \7 SPECIFIED BY THE PRIVATE UTILITY [T] 503-941-9484 CARRIERS. CONTRACTOR SHALL 152 153 154 155 156 157 158 1ST SUBMITTAL: 04/15/2024 11 N 1 COORDINATE. 2ND SUBMITTAL: 06/17/2024 3RD SUBMITTAL: 08/28/2024 PHASE BOUNDARY 4TH SUBMITTAL: 10/04/2024 (TYP) 8.00' 1 �� m LEGEND: RE / _ \ © © PUE, TYP. © © O o V S ONS / �- :4 SIDEWALK BUILT BY DEVELOPMENT NO. DATE DESCRIPTION \ ;�•vv- e ` °v•vvvvvvvvvvov vvvvvvvvvvvvv vvvv vvv>v vvvvvvvvvvvvovvvvvovv vvvvvvvvvvvvvvvvwvvvvvvvvv�vvvvvv v . . pv�pv�Dv vv SEE SHEET FG1 FOR TRACT K ov - '- \ - •:,.� l;��I► o SIDEWALK BUILT BY HOME BUILDER DRIVEWAY CONNECTION ° .: _ 23+00 TO THE EXISTING LOT At 20+00 SW MAYBELLE LN +� 22+ O SS - ss O ss 0� ss 0 4 AO SD I SD I SD- �� SD - SD I SD w w w w w 1111011, qf STREET NOTES: / � 00000 °vvv°°vwo°oo °°vv°vv°°vv VVVVVIVVV°v°°°°VVVVVVVVVVVvv°v° VVVV7Vvvovvvv ,vvvvvvvv°vvvvvvvvvvvvvv oo°.'�'_ - _ \ O2 INSTALL MONUMENT BOX PER DETAIL 170, v. .., i : •'.:.VVVVVVVVVVV VVVVVVVVVV-VVVVV VVVVVVVVVV I. VVvvvvvvvvnv.vvo,vvvvvoo - ---- ----- •v • © O SHEET D2.01. vv �� O vv �.. I 8.00 3 CONSTRUCT RESIDENTIAL DRIVEWAY PER 134 ° PUE, TYP. DETAIL 141, SHEET D2.01. SEE TABLE THIS N SHEET FOR DRIVEWAY INFORMATION. ° N 0 97 F104 103 102 101 100 99 98 0SAWCUT MIN. OF 1-FOOT INSIDE SOUND � EXISTING ASPHALT CONCRETE PAVEMENT AND vv - REMOVE. SEE PROFILE FOR STATIONING. - SW 162ND TER 133 TIE IN TO EXISTING CURB EtGUTTER. N 7- 6 0 REMOVE STREET EtSIDEWALK BARRICADES. IIIWNIISEE SHEET 202 SW MAYBELLE LN - PLAN SCALE: 1" = 40' DRIVEWAY STATIONS LOT STREET STATION WIDTH 97 22+94.58 (MAYBELLE), 14.00' RT 16.25' 470 470 98 22+70.52 (MAYBELLE), 14.00' RT 16.25' Qcvex ivvtace, a) _ 99 21+98.20 (MAYBELLE), 14.00' RT 16.25' Zi E 100 21+71.99 (MAYBELLE), 14.00' RT 16.25' m O 460 - PVI STA: 21+04.91 LOW PT. STA. 22+82.52 L 460 101 21+26.20 (MAYBELLE), 14.00' RT I 16.25' PVI ELEV: 440.11 LOW PT ELEV: 433.81 W RIVER TERRACE N K: 12.00 PVI STA: 22+71.55 Z } 102 20+76.20 (MAYBELLE), 14.00' RT 16.25' oN - _ LVC7161.63 PVI ELEV: 433.55 0 1 o HIGH PT. STA: 21+38.46 N en 9.00 u ,p 103 20+27.01 (MAYBELLE), 14.00' RT 16.25' PARK -, v N HIGH PT ELEV: 437,86 Lr; .o LVC: 48.95 v 0 0 450 + co rn N. o I- 450 104 19+81.20 (MAYBELLE), 14.00' RT 16.25' PHASE 3 rn a N LLIu N Cyj 1:u Nr M ON M rn U N N N > cii > + + > 152 19+44.56 (MAYBELLE), 27.87' LT 16.25' IL m w I N w I N w Z I- J w m w N > vi I> w in w 153 19+90.73 (MAYBELLE), 14.00' LT 30.00' N > m > w 440 m w 440 154 20+44.41 (MAYBELLE), 14.00' LT 16.25' 0) PROFF a -FINISHGRADEC -3•g4y ��GINFF� a STREET CENTERLINE 1-50°A- 155 20+76.91 (MAYBELLE), 14.00' LT 30.00' 8957PE �v J _ _ - - 156 21+32.92 (MAYBELLE), 14.00' LT 30.00' �� Da 430 - _ - 430 OREGON < - _ _ _ _ _ 157 22+12.25 (MAYBELLE), 14.00' LT 30.00' �q�F g IC) �P�o A RE \--- EXISTING GRADE C� 158 22+50.67 (MAYBELLE), 14.00' LT 30.00' A oN / __- STREET CENTERLINE EXPIRES: 12-31-25 0 / PRE-MASS GRADING 420 420 M N / U,ro - L d ro SW MAYBELLE LN 410 410 PLAN Et PROFILE N 19+00 20+00 21 +00 22+00 23+00 23+25 v N SW MAYBELLE LN - PROFILE U, HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10' ✓ PROJECT NO.: 146-004 71- o TYPE: CONSTRUCTION on (;) 3 REVIEWED BY: PRE 12 I- rn 0 203 o SCALE O 40 0 20 40 ., 1 INCH = 40 FEET I- a z i F1 L1 R/W R/W MAYBELLE 50' R.O.W. -1 L 8' : 28' PAVEMENT I 8' - o IW I I PUE 5' 5' 7' 7' 7' 7' 5' 5' I PUE -__1 PUE rt. ROSLYN SW PLANT. PARK TRAVEL TRAVEL PARK PLANT. SW `I 0.5' 0.5' 5. Mq 0.5' - TC = CL°+ 0.90' TC = CL + 0.10' - 0.5' y T X BLACKSTONE 1 2.50/0 2.50% , 5'•1 MA 11 1 *---) /. . ) KEY MAP CONCRETE SIDEWALK C CONCRETE CURB AND GUTTER PER DETAIL 126, SHEET D2.01. PER DETAIL 120, SHEET D2.01. SHED LOCAL RESIDENTIAL GENERAL NOTES: B3CITY OF TIGARD SKINNY STREET OPTION 1. CONSTRUCT SW ROSLYN LN PER TYPICAL SW 162ND TER PARKING ON BOTH SIDES STREET SECTION B1, THIS SHEET. SEE SHEET 202 NOT TO SCALE 2. REFER TO CR SHEETS FOR CURB RETURN INFORMATION. v; 1 • o PHASE BOUNDARY I STA: 1+00.00 - 3+70.00 3. DRY UTILITY CROSSINGS SHALL BE PLACED Pli Di i o l : PRIOR TO PROOF ROLL TEST FOR CURB. THE PACIFIC COMMUN', " DESIGN ol111 132 a.. I NUMBER OF CROSSINGS, EXACT LOCATIONS, 12564 SW Main Street Tigard, OR V° o DEPTH, CONDUIT TYPE, ETC. SHALL BE 97223 °O 105 106 107 108 109 SPECIFIED BY THE PRIVATE UTILITY [T] 503-941-9484 E o CARRIERS. CONTRACTOR SHALL 1ST SUBMITTAL: 04/15/2024 w RIVER TERRACE COORDINATE. 2ND SUBMITTAL: 06/17/2024 o°� (TYP) 8.00' PARK PHASE 3 3RD SUBMITTAL: 08/28/2024 C {vv p 2 1 3 PUE, TYP. © O 4TH SUBMITTAL: 10/04/2024 v ZN vv I 131 �^ _../ LEGEND: .o° °vdvvvvvvvvov°��ppp ovvvvvovvvvov°°000°ovvvvvpvv000:oovovvovo. REVISIONS vv w'OPvvvvv vvvvvovvovvvvvo vOi vovovovvvv^}°vv Ovv�vvvOvvvvOvvva vovvodvvovvoyvvavvvvv xl�� vy cn F�° :: . �'�° III' �'�' '• 7' r , IN SIDEWALK BUILT BY DEVELOPMENT NO. DATE DESCRIPTION } + +s SW ROSLYN LN 3+00 4+00 "IIIIIIIWIIIIIIIN'lll '1.• °# �HII�:IIl111HN�11111f -a:'` ': '.•-• ss O - Ss - ss _ ss _ O �_ -� ____I__. �DDDDD SIDEWALK BUILT BY HOME BUILDER .•/ + I41) SD • SD SD SD W W w w w W A - • • � ~ Ail - ~ ';{ °vv VSOvvvv Ov vO VOv v v v v�vvv v v v v vv v�vvv�Ov vOvovvv v0 vvOvvQ ovvvv v Ov � vC- - \ / \ 130 ka. N v vv-- - o �vvee.v.�vev� STREET NOTES: : 1. *71.k' • 1O 0 0 1 INSTALL STANDARD ADA ACCESSIBLE RAMP : O 8.00' PER DETAIL 1, SHEET D2.02. 1 PUE, TYP. v, 0INSTALL MONUMENT BOX PER DETAIL 170, vv VN 114 113 112 111 110 RIVER TERRACE `^ 129 "v' PARK PHASE 2• SHEET D2.01. v• 4 p 40 CONSTRUCT RESIDENTIAL DRIVEWAY PER o` DETAIL 141, SHEET D2.01. SEE TABLE THIS 4 SHEET FOR DRIVEWAY INFORMATION. o o I - - SW 162ND TER 0 SAWCUT MIN. OF 1-FOOT INSIDE SOUND EXISTING ASPHALT CONCRETE PAVEMENT AND SEE SHEET 202 REMOVE. SEE PROFILE FOR STATIONING. SW ROSLYN LN - PLAN 0. TIE-IN TO EXISTING CURB &t GUTTER. SCALE: 1" = 40' 0 REMOVE STREET &t SIDEWALK BARRICADES. 460 460 DRIVEWAY STATIONS LOT STREET STATION WIDTH ? c7e?L_PVI STA: 3+55.69 105 1+66.60 (ROSLYN), 14.00' LT 16.25' ivvtace, a) PVI ELEV: 425.63 - PVI STA: 1+8 .55 450 PVI ELEV: 40 .28 K: 8.00 106 2+16.50 (ROSLYN), 14.00' LT 16.25' E LVC: 182.01- • • 450 cc K: 9.00 �'� o• 107 2+66.50 (ROSLYN), 14.00' LT 16.25' °; LVC: 92.5 .G O HIGH PT. STA: 3+66.84 ,o in o ' HIGH PT ELEV: 420.53 .d .o co °` 'Cr N- 108 3+16.60 (ROSLYN), 14.00' LT 16.25' RIVER TERRACE O en N W w 440 + '• > > > 440 109 3+66.39 (ROSLYN), 14.00' LT 16.25'- ww co z w PARK > m j > z N 110 3+56.04 (ROSLYN), 14.00' RT 16.25' ew PHASE 3 o `�' in - u 111 3+10.64 (ROSLYN), 14.00' RT 16.25' 112 2+60.64 (ROSLYN), 14.00' RT 16.25' I w 430 7 II , Z + - - - - - _ _ - - - o M II 430 =Lu w a `~" Tr i - o a w 113 2+11.31 (ROSLYN), 14.00' RT 16.25' PROFF N F- I- Y O• •o / ' Z N W \ NN w • LU o - - 114 1+65.64 (ROSLYN), 14.00' RT 16.25' �'��,\`G I NFF` i a ce m V 0 " w CL ELEV: 403.10 8957PE a_ w420 �O Ni-.0- o � - 21 - 420 5.00% a �>- � o o ,i L i -9.98% J , , � 5.00% ' ' °•_1 W OREGON coo �'' �+ v �7w ,'i u o __ o � qr 8, 2°� i_ a a > �• FINISH GRADE @ EXISTING 0 0 �FA. ARE�'� STREET CENTERLINE FULL SHED STA: 1+40.00 410 Z N N w '// 1��Ia -EXISTING GRADE C 410 EXPIRES: 12-31-25 0 ,• STREET CENTERLINE ..0 i CL ELEV: 404.00 1 i PRE-MASS GRADING -- 2.50% a) J - - 2.50% J 0 ro FINISH GRADE @ w �� w a_ 2.50%2.5°% ° STREET CENTERLINE o o 400 H C H SW ROSLYN LN PLAN c° 400 1.50% FULL SHED STA: 1+65.00 E a PROFILE L 8.00' PROPOSED v ADA CROSSING y 1.5% CROSS SLOPE SUPERELEVATION DIAGRAM 390 390 N 0+50 1 +00 2+00 3+00 4+00 4+75 PROJECT NO.: 146-004 -71- (SW ROSLYN LN - PROFILE 1i) o TYPE: CONSTRUCTION C' HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10' REVIEWED BY: PRE 12 rn 0 204 o SCALE 0 40 0 20 40 '0 1 INCH = 40 FEET I- a z R/W R/W 20' EASEMENT 50' R.O.W. 8' : 28' PAVEMENT I 8' CL ELEV: 346.39 20' PAVEMENT PUEPUE J N 4.50% w ' 5 5 7 14' 7 5 5 ,,, ‹ ° w Lfl ASPHALT BERM PER GENERAL NOTES: u M 4.50/ o N DETAIL, SHEET D2.01. SW PLANT. PARKING TRAVEL PARKING PLANT. SW E F1L o -- r, VARIES, 1.5%-6.0% 0.5' - 5' 1. CONSTRUCT SW 163RD AVE PER TYPICAL C illIL 5.1 0.5' - TC = CL + 0.10' TC = CL + 0.10' - -0.5' MAYBELLE STREET SECTION B, THIS SHEET. FULL SHED STA: 14+19.09 MAX• 2.50% 2.50% 5,=M F Ii 11/ �� I �� 2. REFER TO CR SHEETS FOR CURB RETURN ©PAVEMENT �� INFORMATION. 105 SECTION 1 1--' z ROSLYN CL ELEV: 3461..Li as .89 CONCRETE CURB AND GUTTER CONCRETE SIDEWALK 105 -I N 3. DRY UTILITY CROSSINGS SHALL BE PLACED w • 2.50% w PER DETAIL 120, SHEET D2.01.CT PER DETAIL 126, SHEET D2.01. col I PRIOR TO PROOF ROLL TEST FOR CURB. THE uo M 2.50% '- u I I NUMBER OF CROSSINGS, EXACT LOCATIONS, 1- o M D EMERGENCY VEHICLE CROWN LOCAL RESIDENTIAL DEPTH, CONDUIT TYPE, ETC. SHALL BE BILACKSTONE c TURNAROUND (6.71,:) CITY OF TIGARD SKINNY STREET OPTION I� 1 SPECIFIED BY THE PRIVATE UTILITY FULL SHED STA: 14+44.09 NOT TO SCALE PARKING BOTH SIDES ) CARRIERS. CONTRACTOR SHALL KEY MAP _ COORDINATE. NOT TO SCALE CL ELEV: 348.03 STA: 14+27.48 - 18+24.71 Ftei:::0 2.50% 0 J LEGEND: PAS`"' COMMUNITY DESIGN oo u M co `- u M SIDEWALK BUILT BY DEVELOPMENT 12564 SW Main Street Tigard, OR 0 0 - • :° 97223 1- - r. FLAT CROSS SLOPE STA: 14+69.09 FDDDDDD SIDEWALK BUILT BY HOME BUILDER [T] 503 941 9484 1ST SUBMITTAL: 04/15/2024 CL ELEV: 349.86 2ND SUBMITTAL: 06/17/2024 3RD SUBMITTAL: 08/28/2024 135 136 137 138 139 140 141 4TH SUBMITTAL: 10/04/2024 2.50% 2.50% , 142 STREET NOTES: 0 w w = 143 REVISIONS w e w •as (TYP) 8.00' 144 0 INSTALL MONUMENT BOX PER DETAIL 170, p M p M PUE, TYP, SHEET D2.01. NO. DATE DESCRIPTION 1- START TRANSITION STA: 14+94.09 I- 0 CI 0 0 0 L PHASE BOUNDARY / SUPERELEVATION DIAGRAM ' J� - - © .0 CONSTRUCT RESIDENTIAL DRIVEWAY PER DDD DDDDDDDDDDD D›DDD a Aa `;: / DETAIL 141, SHEET D2.01. SEE TABLE THIS ' ' ' ' ' ...i DD'DP°� 0�/ SHEET FOR DRIVEWAY INFORMATION. DDDR / D D�-� At D.D. 0 H -I _ I so _ _ s� _ _ _ _ SD ��'''° � \ © 0 / O SAWCUT MIN. OF 1-FOOT INSIDE SOUND 20+00 19+00 rl o- 18+06 SS WFOO - ss SS 16+00 'S DA" � T ,// EXISTING ASPHALT CONCRETE PAVEMENT AND - SW 163RD AVE V'� • REMOVE. SEE PROFILE FOR STATIONING. / Sx ��` DDDD / DDD DDDDDDDDDDDDD•DDDDDDDDDD.DDDDD D›DDDDDDDD . :mod r'••":'^ ��'... .°›DDDD °DDDDDDDD›CRIPI DDp ' OO\r(r 4 / O TIE-IN TO EXISTING CURB Et GUTTER. ZO° I . Awl. (CO ® 0 © - . \ \D\DDD ` ` 0REMOVE STREET Et SIDEWALK BARRICADES. PUE, TYP. O -41431111 1 O7 CONSTRUCT ASPHALT HAMMERHEAD FIRE o - i- O , \ �� TRUCK TURNAROUND. STRUCTURAL SECTION TO CONSIST OF: `�' 0 151 150 149 148 147 146 © i 3" CLASS 'C' ON: 2" (3/4" - 0) CRUSHED ROCK / > 145 , ON: 6" (1-1/2" - 0) CRUSHED ROCK ON: w SUBGRADE COMPACTED TO 95%AASHTO T-99. -� /1/ fl SEE CURB RETURN SHEETS FOR DIMENSIONS x00 N AND ELEVATIONS. / / I SD O8 INSTALL STREET BARRICADE PER DETAIL 192, SHEET D2.02. BARRICADE TO INCLUDE �� SW 163RD AVE - PLAN "FUTURE STREET EXTENSION" SIGNAGE. SCALE: 1" = 40' O9 CONSTRUCT MOUNTABLE CURB TYPE 'B', PER DETAIL, SHEET D2.01. STA: 17+89.33 - 18+28.28 410 1 410 10 INSTALL SIDEWALK BARRICADE PER CITY OF QcvexTemace PVI STA: 18+20.16 TIGARD DETAIL 192, SHEET D2.02. v PVI ELEV: 377.11 K: 12.00 PVI STA: 17+36.48 0MOUNTABLE CURB TRANSITION, PER DETAIL, SHEET Jo E LVC: 52.83 PVI ELEV: 372.67 o in M o ^ ^ K: 12.00 12 CONSTRUCT 2'ASPHALT BERM, PER DETAIL, 400 r, z en o M LVC: 49.34 400 SHEET D2.01. RIVER TERRACE / •"\ - M 0 " + Lfl CO Lf) ✓ ` L _ O H - w - 0, °O M _ wU CO U ' ,- 0 ✓ J > w ce od CO > m + M ^ M DRIVEWAY STATIONS PARK 0 - w z 00 M w w O ,- 11 �^ > "1 > LOT STREET STATION WIDTH 0 390 / oII ; w > m 390 PHASE 3 // �� \ w I- - w m 135 17+76.55 (163RD), 14.00' RT 16.25' o / IL -�/NI V 2:1 CATCH SLOPE -. PVI STA: 14+69.25 136 17+54.55 (163RD), 14.00' RT 16.25' w i �� N PVI ELEV: 347.50 N N -- / \\ L K: 9.00 380 137 17+09.37 (163RD), 14.00' RT 16.25' \,� � PRIFi 380 3 \- - \ co ,- ^ 138 16+82.56 (163RD), 14.00' RT 16.25' 8957 EP 5,31/ N + 0 139 16+31.66 (163RD), 14.00' RT 16.25' OREGON oc \ v w u >a 140 15+86.56 (163RD), 14.00' RT 16.25' .6! '7 8 20 PLO som 370 FUTURE FINISH GRADE @- - w m N N 370 kF ��, o STREET CENTERLINE "N a .cz•o . 141 15+45.18 (163RD), 14.00' RT 16.25' A. AR rn ce �I- .o EXPIRES: 12-31-25 4 - - N co `''u 142 15+08.33 (163RD), 14.00' RT 16.25' o N FINISH GRADE © w u D o \\ STREET CENTERLINE a >i- '1" M 360 - - N ' wZ N 360 143 14+62.27 (163RD), 14.00' RT 16.25' a, 9.4?0 uu _ rl (ci \ I \ z 11 a ii w 144 14+31.36 (163RD), 14.00' RT 16.25' - - 1 00 V) w 145 15+37.47 (163RD), 14.00' LT 16.25' SW 163RD PLAN Et EXISTING GRADE @ E STREET CENTERLINE N\ 146 15+83.69 (163RD), 14.00' LT 16.25' PROFILE va 350 - - - - PRE-MASS GRADING 350 \ 0 147 16+24.44 (163RD), 14.00' LT 16.25' 2.50% 1.50% a°1, - - - - - - 148 16+65.69 (163RD), 14.00' LT 16.25' �tr) -.--. 149 17+06.44 (163RD), 14.00' LT 16.25' u 340 - - - - - - \ 340 PROJECT NO.: 146-004 o - _ 150 17+47.69 (163RD), 14.00' LT 16.25' TYPE: CONSTRUCTION c - - - - - - - 151 17+73.35 (163RD), 14.00' LT 16.25' REVIEWED BY: PRE 330 330 21 +50 21 +00 20+00 19+00 18+00 17+00 16+00 15+00 14+00 205 SCALE SW 163RD AVE - PROFILE 40 0 20 40 cp HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10'z 1 INCH40 FEET l CURB JOINT DRAINAGE BLOCKOUT SEE STD 3" I.D. SCHEDULE 40 DETAIL NO. 146 DWV (ABS OR PVC) 5' MIN. SEE NOTE 5 ROW 1'� 6 1" BATTER I PIPE W/COUPLING ► % 1 r="="="V="=-T I-I�=I� 18 �- f 6' ROAD 1 ° 1I• 1° 6, R � FACE OF CURBROAD � . •� k°. . o' , � ., ;, 'A" `�. �' , ' � + � _ < 112" �� 6" 1' STREET WIDTH • '(=•�[Iul �][=W . -Iff-f1111• �IIX�' r ° - a Iln 12„ SEE NOTE 5. �'.• ... . -III=III=III=III-III- -I I-III- " • ° ° ,�= 1 1/2 = I_ I _-1 I I I-III- , IA R=1/2" m a ° MAX. a-B I 2" OF 3/4"-0" BASEROCK ° a ' a°nL o ROAD SURFACE ° w BATTER 1°°o 0000 0 00 0 0 00 40-1 /l COMPACTED SUBGRADE ° ° ° ° ° II=u a v 6" BASE COURSE�� uIIiI °R=1 R=3/4" 1„ , 24„ 4____. N SIDEWALK ADJACENT TO CURB COMPACTED SUBGRADE Z 1 R=3/4" f.V 012° j °, :1'1 vv vv ��qqa f 3/4'a . / o .. P. ° a a P p °. ° . p 6„ ° , °.. 1 II PLANTER �'� 5' MIN. ROW d Q4.1 4 a 1/8" o . STRIP ° P. ° p 0 p $ v p vD ap ° p v 2% 6 1. CONCRETE TO HAVE A BREAKING STRENGTH OF 3000 P.S.I. AFTER 28 DAYS. ° °na R1�a . .. ° a ' 4g ° P °i: , ° Ffojllq:ll) ROAD p . - � 6 't="fl(=1�t 11f=11�=1 .l r-ffl=f fl_III=' 2. EXPANSION JOINTS: Z � ��•1VIV 3" _ � � ��:.• BASE COURSE IIII�III1E11-IIIE1III�I- �IIII�IIII- '- A. TO BE PROVIDED: a.74Air• 24" PACIFIC - - DESIGN I I III III- 1) AT EACH POINT OF TANGENCY OF THE CURB. 12564 SW Main Street Tigard, OR 2) AT EACH COLD JOINT. 3) COMPACTED CRUSHED ROCK MOUNTABLE CURB TYPE 'A' 9223 2" OF 3/4"-O" il BASEROCK [T] 503 941 9484 COMPACTED SUBGRADE AT EACH SIDE OF INLET STRUCTURES. 1. CONCRETE SHALL BE COMMERCIAL MIX, MIN. COMPRESSIVE 4) AT EACH END OF DRIVEWAYS. 1s" 1ST SUBMITTAL: 04/15/2024 5) AT LOCATIONS NECESSARY TO LIMIT SPACING TO 45 FEET. STRENGTH OF 3300 psi AT 28 DAYS. 2ND SUBMITTAL: 06/17/2024 SIDEWALK AWAY FROM CURB - 12" 6-.1-6" 1" 3RD SUBMITTAL: 08/28/2024 NOESL B. MATERIAL TO BE PRE-MOLDED, ASPHALT IMPREGNATED, NON EXTRUDING, 1 1/2" 2. EXPANSION JOINTS. 4TH SUBMITTAL: 10/04/2024 CONCRETE SHALL BE 3000 P.S.I. AFTER 28 DAYS. WITH A THICKNESS OF 1/2 INCH AND SHALL COVER ENTIRE CROSS SECTION OF CONCRETE. R=1/2 ? A. TO BE PROVIDED: 01 u 1) AT EACH COLD JOINT. REVISIONS 2. PANELS TO BE 5 FEET LONG UNLESS OTHERWISE SPECIFIED. 3. CONTRACTION JOINTS: o I I 2) AT EACH END OF DRIVEWAYS. A. SPACING TO BE NOT MORE THAN 15 FEET. a 3) AT EACH SIDE OF INLET STRUCTURES. NO. DATE DESCRIPTION 3. EXPANSION JOINTS & CONTRACTION JOINTS SHALL BE 1/2" PREMOLDED ASPHALT B. THE DEPTH OF THE JOINT SHALL BE AT LEAST 1-1/2 INCHES. R=1" R=3/4" v N 4) AT EACH POINT OF TANGENCY OF THE CURB. IMPREGNATED MATERIAL OR EQUAL EXTENDING FROM SUBRADE TO FINISH GRADE AND M N N 5) AT LOCATIONS NECESSARY TO LIMIT SPACING TO 45 FEET. PLACED AT SIDES OF DRIVEWAY APPROACHES, UTILITY VAULTS, WHEELCHAIR RAMPS AND AT 4. BASE ROCK 2"-0" OR 3/4"-0", 95% COMPACTION. BASE ROCK SHALL BE TO R=3/4" SPACING NOT TO EXCEED 45 FEET. SUBGRADE OF STREET STRUCTURE OR 4" IN DEPTH, WHICHEVER IS GREATER. Z < I 3. CONSTRUCTION JOINTS. ° 4 a 1 A. SPACING TO BE NOT MORE THAN 15 FEET. 4. FOR SIDEWALK ADJACENT TO THE CURB AND POURED AT THE SAME TIME AS THE CURB, 5. DRAINAGE BLOCKOUT - 3" DIAMETER PIPE: 6, 4 ° d° 43°4. 1/2+ J a , B. THE DEPTH OF THE JOINT SHALL BE AT LEAST 1-1/2 INCHES. THE JOINT BETWEEN THEM SHALL BE A TROWELED JOINT WITH A MIN. 1/2" RADIUS. a N 4 to A. 3" I.D. PIPE WITH COUPLING. a 4 R=1/4" 4. BASE ROCK TO BE 2"-0" OR 3/4"-0" COMPACTED TO 95% OF AASHTO 5. SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 6 INCHES IF MOUNTABLE CURB IS USED B. DRAINAGE ACCESS THROUGH EXISTING CURBS SHALL BE CORE DRILLED OR CURB ° d ° .a 4 T-99 AND SHALL BE TO SUBGRADE, STREET STRUCTURE, OR 4" IN OR IF SIDEWALK IS INTENDED AS PORTION OF DRIVEWAY. OTHERWISE SIDEWALK SHALL HAVE ° 4 1 DEPTH, WHICHEVER IS GREATER. A MINIMUM THICKNESS OF 4 INCHES. SAW CUT VERTICALLY 18" EACH SIDE OF DRAIN AND REPOURED TO FULL DEPTH OF CURB. .-r ► t_ , TAT. - ••OA- a ASA; C. DRAINAGE ACCESS THROUGH NEW CURBS SHALL BE PLACED A MINIMUM OF 2.0' - Z 1*uL ., 1 _t 6. DRAIN BLOCKOUTS IN CURBS SHALL BE EXTENDED TO BACK OF SIDEWALK WITH 3" DIAMETER ��` 'P• �•• 5. DRAINAGE BLOCKOUT AND A MAXIMUM OF 3.0' FROM PROPERTY LINES. A. 3" I.D. PLASTIC PIPE WITH COUPLING. SCHEDULE 40 DWV (ABS OR PVC) PIPE AT 2% SLOPE. CONTRACTION JOINT TO BE PLACED 1- COMPACTED MOUNTABLE CURB TYPE 'B' B. DRAINAGE ACCESS THRU EXISTING CURB SHALL BE CORE DRILLED OVER PIPE. 6. FOR SUBDIVISIONS AN "S" FOR SANITARY AND A "D" FOR STORM DRAIN SHALL CRUSHED ROCK OR CURB SAW CUT VERTICALLY 18" EACH SIDE OF DRAIN AND 7. CONCRETE SHALL HAVE A MEDIUM BROOM FINISH AND TROWELED ON ALL FOUR SIDES BE STAMPED ON THE TOP OF THE CURB ABOVE THE LATERAL NOTE: REPOURED TO FULL DEPTH OF CURB. TRANSERVE CONTRACTION JOINTS APPROVED BY: APPROVED BY: ARE TO BE CONSTRUCTED AT INTERVALS CITY OF TIGARD NO SCALE CITY OF TIGARD NO SCALE NOT TO EXCEED 12 FEET. CONCRETE OREGON MICHAEL A. STONE, P.E. OREGON MICHAEL A. STONE, P.E. SHALL BE 3000 PSI, 2-4 INCH SLUMP. rip ENGINEERING DIVISION CITY ENGINEER CONCRETE DWG. NO. �� ENGINEERING DIVISION DWG. NO. ADVERSE CURB & GUTTER DETAIL PUBLIC WORKS DEPARTMENT '� CITY ENGINEER _ PUBLIC WORKS DEPARTMENT CURB & GUTTER _ NOT TO SCALE 13125 S.W.HALL BLVD. 1 20 - - TIGARD,OREGON 97223 JANUARY 2013 1 26 TIGARD 13125 S.W.HALL BLVD. TIGARD,OREGON 97223 JANUARY 2013 SIDEWALK � � VOICE: 503)639-4171 iIGARai VOICE:(503)639-4171 - FAX: (503)684-7297 APPROVAL DATE '' FAX: (503)684-7297 APPROVAL DATE MO I EXISTING DRIVEWAY - a) MATCH WIDTH & GRADE EXPANSION JOINTS A ✓✓ % STANDARD CURBW� iehh.G.C.e. E ' R/W LINE 6" EXP. oVARIES SEE NOTE 3 O•• -000.Q•ci P v v Ot • ::'y )................______ _________„.___t_p_/_2. �•:.,! ANOUNTABLE D GUTTERCURB I/ oq 5 MIN ° SIDEWALK / a �aNJ <7 •.. ,. • {• ?� • ••ti, r, ;•. .,.• . ':4 . . ' . . • 's• w . .r. ::••.....- t. . RIVER TERRACE SEE O • f •,- 00 C :•. • • ; :, .. '•'^: ,.1. ,� • •: • -: qII: • . .• „. LANDSCAPE � NOTE 3 LANDSCAPE 000., GUTTER iri : .4.••••/• •,.ti ..i. '•.•'�•••• • '• •... ». .• GUTTER FLOW.LINE t:,.. PARK o STRIP SEE NOTE 2 STRIP a0 ; .. •FLOW LINE '• 4 ••;r•::,:14;+.r r ti' .r'`� ,';... .. 1r .•.•4 •.::•�r. .:. .;, : (V as "AY•.• 'S.•...;V.... w. ••�1. •..rt'••.. is , : •.•• • '+; : i •�•..:f •• ':t •.•io �` • PHASE 3 O PO o = A , iMOUNTABLE CURB TRANSITION DETAIL - PROFILE J - 3 ...4 30' MAX -10' MIN - 3' --AO- MONUMENT CASE & COVER NTS S, c PROFF 1- PLAN �8957PE Lu o R/W s 6" ESP ui PROJECTED TOPL OR�� NOTES" OREGON et, N 3/4 OF CURB 2�MAX MOUNTABLE CURB AND GUTTER ��9qY O\Po 8, 2 � o ° 1. MONUMENT BOXES TO BE CAST IRON OR •,:,•••-,•1• �FA. ARC-`- o fy ° °°°° ` ` o° O ALLOY SUITABLE FOR HEAVEY TRAFFIC tr'••• a.:'!! , ` STREET °. °= 1III-III=I1 Ri�F LOADING 1036 OR 1033 SUPPLIED BY: i.:,r,;•:-"\ EXISTING GUTTER EXPIRES: 12-31-25 o °�o o ° ° I. a e d °° III- Y\a ;•, •. ..4" FLOW LINE 8 .� A o- ° I I1- ` ;.. ° 0 oo 0 oa • - -III IIOI I EAST JORDAN IRON WORKS, INC. �" •%a _ .�.s ': �+ 0 0 0 000 o P "00000vo 08000°°0>0o eooa00000:°°° =' (PART NUMBER 3680) i'`'<:�4�' ', a, o 0 o I III 1=1 I I-111-1°I -I i i i i I' 13127 STATE AVE " ••• o O o 0 o 0 _-� I-11 1-1 1 I- ,.. is 4. . N III=III=III=I1' MARYSVILLE WA 98271 PROPOSED TIE-IN 2" OF AGGREGATE (360)651-6144 . `. L SECTION A-A (3/4"-0") COMPACTED SALES REP: (503)367-7925 N TRANSITION STREET DETAILS :y: ? ` PROPOSED 6" ASPHALT BERM 2. ALTERNATIVE TYPES MUST BE APPROVED 74•y NOTES: BY THE CITY ENGINEERING DEPARTMENT. S DESTREET y PROPOSED /0.5' a 1. CONCRETE COMPRESSIVE STRENGTH SHALL BE A MINUMUM OF 3000 PSI AFTER 28 DAYS. 3. APPROVED FOR ALL STREET CLASSIFICATIONS. STANDARD CURB FINISH GRADE N &t GUTTER •E 2. CURB JOINT SHALL BE TROWELED WITH A MIN 1/2" RADIUS ALONG BACK OF CURB. 4. MONUMENT TO BE NO DEEPER THAN 6" PROPOSED STREET IMPROVEMENTS / / BELOW FINISH GRADE. , GUTTER PROJECT NO.: 146-004 3. EXPANSION & CONTRACTION JOINTS SHALL BE 1/2" PREMOLDED ASPHALT IMPREGNATED CURB END OF PAVEMENT TYPE: CONSTRUCTION on MATERIAL OR EQUAL EXTENDING FROM SUBGRADE TO FINISH GRADE. PROPOSED GUTTER 3 FLOW LINE - 2.00' I REVIEWED BY: PRE 12 4 APPROVED BY: APPROVED MOUNTABLE CURB TRANSITION DETAIL - PLAN ASPHALT BERM DETAIL OF NO SCALE CITY OF TIGARD NO SCALE a CITY OREGON LORI FAHA, P.E. pr, OREGON MICHAEL A. STONE, P.E. NTS NTS Ri ENGINEERING DIVISION STANDARD DRIVEWAY DWG. NO. ENGINEERING DIVISION CITY ENGINEER MONUMENT DWG, NO• �,. , PUBLIC WORKS DEPARTMENT CITY ENGINEER % PUBLIC WORKS DEPARTMENT • 13125 S.W.HALL BLVD. 13125 S.W.HALL BLVD. BOX A O L 0 1 TIGARD,OREGON 97223 JANUARY 201 3 BOA I O D2 0 - TIGARD,OREGON 97223 JANUARY 2o,e w/LANDSCAPE STRIPS ^-s71 fl "I I♦<i D VOICE:(503)6394171 141 TIGARD VOICE:(503)639-4171 FAX: (503)684-7297 APPROVAL DATE FAX: (503)684-7297 APPROVAL DATE • Z � STOP SIGN LOCATION (INSTALL 4" PVC SLEEVE UNTIL CROSSWALK Turning Space — GENERAL NOTES FOR ALL DETAILS ON THIS SHEET: PERMANENT SIGN INSTALLATION) STRIPING 1. Detectable warning surface details&locations are based on ODOT applicable Standards. + PC PT Sidewalk Curb ramp i—Turning Space Sidewalk Sidewalk 1 / \ PC/PT See project plans for details not shown. Curb ramp See Std.Dwgs.RD700&RD701 for curbs. , /.. •6 _~"� — - , See Std.Dwg.RD720 for sidewalks. SIDEWALK 41r * ,• See Std.Dwgs.TM503&TM530 for crosswalk markings,widths,etc. CURBSIDE ti 2, i See Std.Dwgs.RD705&RD710 for islands. 3. 141:4 . 2'min. 3. The Detectable Warning Surface shall extend the full width of the curb ramp,or other roadway Q T �pE P R '\ �� y , ^` � entrance as applicable.A gap of up to 2 inches an each side of the Detectable warning surface Ns41.1 ........... A. is permitted(Measured at the leading corners of the detectable warning surface panel). o S� 444, � Back of curb Curb ramp _ — �� Curb and gutter`�` -- -2'min. _ Width of 4. Detectable warning surface shall be placed at the back of curb for a minimum depth of 2 ft.at Curb andgutter (See general note 10) curb ramp" curb ramps that adjacent to traffic.Detectable warning surface may be radial or rectangular, � :. 6'. (See general note 10) 11, , , Back of curb but must comply with the truncated dome size and spacing standards.Detectable warning TRUNCATED DOME I y. cur. ramp surface may be cut to meet necessary shape as shown In plans.Color to be safety yellow If no DETAIL s< color specified In construction note.For detectable warning surface on or along state highway, Qp PARALLEL CURB RAMP PERPENDICULAR CURB RAMP alternative colors must be approved. ♦ �� 0 r .t 5. Detectable warning surface shall be used In the following locations: `!. ) O O O ( VP �_. I� 0, Curb and gutter a)Curb ramps(See Std.Dwgs.RD755,RD751i,&RD757). Q-- Gj Width of shared use path See general note 10) b)Crossing islands(Accessible Route Islands),(See Std.Dwg.RD710). N Buffer strip ( 9 c)Rail crossings(See Std.Dwg.RD758). \ �° �° 0° ( oo �� \•P� EXPANSION zQ' z`min. .- Z1J \\ �e JOINT (TYP) 1 .1 6. Where public transportation stations(rail,bus,etc.)use platform boarding,detectable warning D QQ Q Q ( 6 w • w' Back of curb surface shall be placed along the full edge length of the station,when not protected by E. Q Q-P Y Shared use path Blended transition ,�' a„ s+ platform screens or guards(See Std.Dwg.RD758). O © ( w 5%rnax.running slope Q PC/PT rn � — 7. Detectable warning surface shall not be used on the following locations: CURB o Li J 1— owe Paved shoulder Width of r' a)End of sidewalk transitions that are not at a crosswalk,(See Std.Dwg.RD754). p U) of Edge of pavement- .......... ..a„ b)Driveways,unless constructed with curb return,(See Std.Dwgs.RD725,RD730, _ c� PACIFIC COMMU N r " DESIGN r. 2'min. curb ramp RD735,RD740,RD745,&RD750). i ..... i "" , c)Parking lots. 12564 SW Main Street Tigard, OR <' x w/...., 5 5' "-.1:: Sidewalk 8. Grade breaks at the top and bottom of curb ramp runs shall be perpendicular to the direction Curb ramp Level landing of the ramp run.Grade breaks shall not be permitted on the surface of ramp runs and turning RAMP TEXTURE spaces.Surface slopes that meet at grade breaks shall be flush. [T] 503 941 9484 Es PATTERN DETAIL PLAN VIEW 1ST SUBMITTAL: 04/15/2024 La 9. Where no curb Is present,the detectable warning surface shall be placed at the edge of 2ND SUBMITTAL: 06/17/2024 SHARED-USE PATH CONNECTION CURB RAMP CROSSING the roadway. 3RD SUBMITTAL: 08/28/2024 GRADE BREAK 5 5 FT. FROM BACK OF CURB 10.On or along state highways,curb and gutter is required at curb ramps. 4TH SUBMITTAL: 10/04/2024 (Detectable warning surface shall be placed on the h. 4' -- 4' 6" — 1 1.Detectable warning surface placement for perpendicular ramps vary as shown. REVISIONS bottom of the curb ramp directly above the grade break) FLUSH Curb and gutter III III=_- -� —� NO. DATE DESCRIPTION ; (See general note 10) Curb and gutter 1-III—III I I,, o °0 12. 1 (See general note 10) �° y_p q o°q ° °- �„�°,.�° .o a o.� Buffer strip Detectable warning surface — I I—III=IfI �I I—I I_, II II III—I II II I I� II _I`� -° ° L 2'min. Buffer strip I=1 I I— I° i o a o oueo°o Blended transition — l —III I I , ii_ ° ` 8�,"°' �_�''� °e°� 5%max.runningslopeHEM l °'ate O 00 0 0 0 0 o O Back of curb „ III I I o o° o° O o 0 Slope 1.5%max. 4 P.C. CONCRETE _ ° o 0 0 0 0 0 4�, s 5' 2'min. 'Ir 4, d (Max.2.0%finished surface slope) I I II I —�I o 00 D o 00 0 00 0 a., u. sn IL s„ i. �„ a„ Back of curb , '_d 4., 4„ u, Ii-1II1I o 0 0 0 00000� o0 Sidewalk j —' t+ Slope 7.5%max. 2 3/4 -0 AGG. BASEROCK Width of lAilill Width of (Max.8.3%finished surface slope) — 1 /i i' H CALL.BOOK NO.__WA AS__ __ ___ BEUNEREPORT DATE 1 b;_AN-2O19ll . Tic SECTION A—A 1 NOTE All material and workmanship shall be In accordance with NO'G`�' curb ramp curb ramp/ /7 A Level landing <' Sidewalk the current Oregon Standard Specifications 1. CONCRETE SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 3000 P.S.I. IN 28 DAYS. �x> 5' 1 ' X� 5' �� 1 Levellanding The selection and use of this OREGON STANDARD DRAWINGS 2. CONTRACTION JOINTS SHALL BE SCRIBED 3/4" DEEP AND RAMP PANELS SHALL BE BE Curb ramp Curb ramp Standard Drawing, while de- EDGED ON 4 SIDES. Blended transition 5%max.running slope u u signed in accordance with DETECTABLE WARNING SURFACE 3. EXPANSION JOINTS SHALL BE 1/2" ASPHALT IMPREGNATED MATERIAL OR EQUAL. generally accepted engineer- DETAILS & PLACEMENT 4. SURFACE SHALL HAVE A MEDIUM BROOM FINISH WITH TROWLED EDGES ON ALL SIDES.. x CURB RAMP CROSSING CURB RAMP CROSSING ing principles and practices, LOCATIONS 5. COLOR OF DOME AREA SHALL BE COLONIAL RED OR AS APPROVED BY ENGINEER. o is the sole responsibility of 6. SEE STD DETAIL NO. 146 GRADE BREAK>5 FT. FROM BACK OF CURB GRADE BREAK>5 FTIJDVI . FROM BACK OF CURB the user and should not be 2018 APPROVED BY: OPTION I. OPTION 2 used without consulting a , DATE REVISION DESCRIPTION _ CITY OF TIGARD NO SCALE Registered Professional En- 07-zms RENA®DMWINGIITI$RF OEDDETAIIS&NVnS OREGON MICHAEL A. STONE, P.E. (Detectable warning surface shall be placed in area from (Detectable warning surface shall be placed in the lower 2'of k 09-201II REVISED DETAIL&NDTa ENGINEERING DIVISION WHEELCHAIR RAMP DWG. NO. curb ramp grade break to within 5'of curb) curb ramp that Is adjacent to traffic) grocer. o1-2019 REmsED DETAIL&NOTE ■ ,. PUBLIC WORKS DEPARTMENT CITY ENGINEER 13125 S.W.HALL BLVD. 1 /1^ 28 -- TIGARD,OREGON 97223 JANUARY 2013 STANDARD CORNER IIIWNII Effective Date:June 1 , 2019 - November 30, 2019 RD759 TIGARD F FAX:(503)684-729771 APPROVAL DATE • As required in 32' Off /ypical sections - Street f construction IIENIII 16' 16' _ 8" �- Streetlans 4' MIN. Area 20"j- I` I ' T—cut (see rcs ote 1 )E5 MIN. Weh. ievtace y Topsoil or a o GROUND ►`�`�a`�_a� it rrrrrAr A 45° ....,�\V. �\`�\:—\%�� "\\��%� >, ' directed -18'-- ,\\>\� i \�� 6Base Material _ yi_ _ 12'' -0 `,1 SEE POST �o — RIVER TERRACE z. a✓ SUPPORT DETAIL o 0 0 v o O � 0_ 0 0 PARK cNi 5, o ° � � PHASE 3 N PT(HIGH SIDE) w I 0 0 PEDESTRIAN O 1. MATERIALS: CROSSWALK 0 U 3 3/40 0 2" X 2" X 63' , 12 GA. GALV. PERFORATED STEEL P -0 — el a.) E ;DAMN POST. ,�:. _c ccn T (:.. ------G PROFS, a CONCRETE PEDESTRIAN , '°°° (� i i■ �� 0 0 0 +d U 0 I NaLa3" 2 1/2 X 2 1/2 X 18 12 GA. GALV. PERFORATED o 0 ' U) 0 0_ �� FFp o CURB (TYP.) xo STEEL STIFFNER POST. N I -c o' 8957PE GROUND N a) .E_ - (n a) I- 1/2A • \ j�� \\ 0pr �" 2 1/4" X 2 1/4" X 36", 12 GA. GALV. PERFORATED o Q\U OREGON� I- SEE PLANS FOR SIDEWALK WIDTH �= �N ` , STEEL ANCHOR. < :t, o Q 9y O'� ? o z o (REFER TO DETAIL BY JURISDICTION) I c L �. , 3/8" X 3 1/2", GALVANIZED HEX HEAD BOLT WITH 6" Min bedding , 9�FA8'gR-��,P o a I • I 0 LOCK WASHER, OR 5/16" CORNER BOLT. below outside of _ 6Ol _ 6 O 0 7/16" X 5 GALVANIZED CARRIAGE WITH FLAT AND pipe bell 3/4" — 0" MINN EXPIRES: 12-31-25 1 ' LOCK WASHER, 2 BOLTS PER RAIL PER POST. crushed aggregate '-) ,z LANDING 0 2" X 8" CROSSRAILS WITH REFLECTORIZED RED AND 'I NI 1/4A 5' X 5' MIN. '�e�i,w. S o rou'wWHITE CROSS RAILS. • OS � ci_ PEDESTRIAN al CROSSWALK 0 2' Min Trench \ice i�%�iy�� 2. SEE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES �� \//�/\�jAj/��j STREET DETAILS E ! r 0 FOR STREETS AND HIGHWAYS AND THE OREGON foundation \� ii�i \� _ _ (2) N °o°0 2iMAx. SUPPLEMENT. stabilization -o ''0000gRg as ~ 0 3F-1 BARRICADES if required 0000-� :,� 4 �1�P�• I 6C-8 BARRICADE DESIGN 0000. -y. LANDING 6C-9 BARRICADE APPLICATION PC — — _ 5' X 5' MIN. POST SUPPORT DETAIL NOTE: .- (LOW SIDE) 3. ALL MATERIALS AND WORKMANSHIP SHALL BE IN 1. 1' T-CUT FOR PIPE ONLY PROJECTS. v ACCORDANCE WITH THE CURRENT STATE OF OREGON PROJECT NO.: 146-004 o STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION 2. JOINTS TO BE TACK AND SANDED. TYPE: CONSTRUCTION on A4 OPTIONAL PARALLEL RAMP 3. SAWCUT SHALL BE TACK COATED WITH BITUMINUS ASPHALT EMULSION. •3 AS NEEDED 4. BARRICADE FOR SIDEWALK IS SIMILAR. REVIEWED BY: PRE ra 0 APPROVED BY: APPROVED BY: CITY OF TIGARD NO SCALE CITY OF TIGARD NO SCALE o1-1) P.E. , CURB RAMP OREGON MICHAEL A. STONE, P.E. ENGINEERING DIVISIONII OREGON STONE, CITY ENGINEER STREET DWG. NO. ENGINEERING DIVISION CITY ENGINEER TRENCH DWG. NO. PUBLIC WORKS DEPARTMENT PUBLIC WORKS DEPARTMENT i 13125 S.W.HALL BLVD. 13125 S.W.HALL BLVD. o NOT TO SCALE �r TIGARD,OREGON97223 JANUARY 2013 BARRICADE 1 g TIGARD,OREGON97223 JANUARY 2013 BACKFILL 180 D2 . 02 i TIGARD VOICE:(503) -729771 - 1 TIG1.ABD VOICE:(503)639-4171 V 02 �" FAX: (503)684-7297 APPROVAL DATE FAX: (503)684-7297 APPROVAL DATE Z •C Q EIL 1 MAYBELLE I E I w — IR I— Io L ROSLYN -J(I t, • BLACKSTONE / H I KEY MAP 1 1 17 eii I I PAC"' COMMUNITY DESIGN I 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 1ST SUBMITTAL: 04/15/2024 I 2ND SUBMITTAL: 06/17/2024 3RD SUBMITTAL: 08/28/2024 4TH SUBMITTAL: 10/04/2024 MOUNTABLE CURB TYPE 'B', REVISIONS PER DETAIL, S HEET D2.01. — NO. DATE DESCRIPTION I CURB RETURN TABLE CURVE LENGTH RADIUS DELTA CHORD BEARING START STATION END STATION 60.00' 1111114111111111111111111 ••••,••• ••••I�•••••••••••10 Cl 27.89' 28.00' 57°03'53" 26.75' S61°55'02"E 18+05.03, 33.88'L(163RD) 17+89.06, 14.50'R(163RD) r f- f— C2 27.89' 28.00' 57°03'53" 26.75' N61°01'04"E 17+89.47, 14.50'L(163RD) 18+04.62, 34.12'R(163RD) - —� 2.5% i 2.5% 1.0% II 1.0% 2.5% J �377.35 377.16J i 376.90 STA= 18+28.2g 376.90 1\ 377.55 378.03 I ELEV=377.051101' I , I o I I ■ N I�N �1 III N�1 ■ 20.00 20.00 C 0 1 M M IIII im I I I 1 I/376.71 376.52 � + � 376.90 377.38 Ill 1 2.5% \ 135 1.0% �— i , 151 I _ III- 19.00' 0�0 19.00' ■ 1 1 1 : 1_ 00 RADIUS = 28' RADIUS = 28' 1pro---L.ji I 375.58 STA= 17+89.33 ELEV=375.48 \ v v 375.58N\I 2.5% 2.5% ° ° wejt, - 26.50'- - ° G 26.50'--I �1 Qievtace. co ° ° / TRANSITION Tb MOUNTABLE U 7 ° CURB TYPE 'B', PER DETAIL, 7 ° 03 ° ° SHEET D2.01. v ° 7 V �° 7 ° RIVER TERRACE ° °i ° PARK o ° I 7 ° ° ° / ° � PHASE3 u 7 ° > <77 ° ° o ° v u ' ° \ in 7 ° to w ° ° I ° 7 Q�� PRE _ � ° � N 7 ° t.�'��J�OINFF�f/ IO 8957PE• 3 ° \ v 7 ° a j ° V 4 ° V OREGON N� I- L.LJ ' ° \. + 7 ° 136 .69gr 8, TO Pao cc ° ° ° 7 kFA. ARV- u V Na 7 ° EXPIRES: 12-31-25 o ° ° ° ° so V \. .a 7 ° M 150 ° ° \ I ° ° VI CZ ' ° \' 7 ° ' a ors o� �o CURB RETURNS VP U CURB RETURNS - SW 163RD AVE HAMMERHEAD a)a) SCALE: 1" = 10' '• 4 PROJECT NO.: 146-004 o TYPE: CONSTRUCTION on (Ii) REVIEWED BY: PRE L 0, C) o SCALE R 1 C) 4 10 0 5 10 0 L 1 INCH = 10 FEET Q Z •r (ii) 0,_. L I MAYBELLE o IW _ IR I ROSLYN JI t°I — I I BLACKSTONE � iN. 11 152 153 154 KEY MAP CURB RETURN TABLE CURVE LENGTH RADIUS DELTA CHORD BEARING START STATION END STATION ------ C3 15.93' 29.00' 31°28'01" 15.73' N74°42'59"W 19+75.20, 14.00'L(BLACKSTONE 162ND TER MAYBELL) 19+60.06, 18.26'L(BLACKSTONE 162ND TER MAYBELL) i C4 82.68' 39.00' 121°28'01" 68.04' S60°17'01"W 19+60.06, 18.26'L(BLACKSTONE 162ND TER MAYBELL) 19+10.18, 21.19'L(BLACKSTONE 162ND TER MAYBELL) / \ C5 48.69' 31.00' 90°00'00" 43.84' S44°33'01"W 18+89.02, 14.00'R(BLACKSTONE 162ND TER MAYBELL) 19+59.70, 14.00'R(BLACKSTONE 162ND TER MAYBELL) 1:74iims0011i) // _ _ _ I PAS`"' COMMUNITY DESIGN // - ° ° ° ° ° �. ° ° ° , - 12564 SW Main Street Tigard, OR 97223 /// VVVVV ° ° ° ° ° ` SW 426.77 [T] 503 941 9484 '• V V V ' a / / • 1ST SUBMITTAL: 04/15/2024 _ a I V V V 72.2o SW 428.00 2ND SUBMITTAL: 06/17/2024 V VA V ,;,---.2..._ 3RD SUBMITTAL: 08/28/2024 • ° ° SW 426.69 V V V V ,f� V V V V V V V V V V V V V V V V V V V V V V ° 4TH SUBMITTAL: 10/04/2024 / TRACT K 'V V' �/ k- 9_6V vV SWT93\7 VVVVVVVVVVVVVVVVVV 7 f V V Q q V p REVISIONS V V �/ .s tib��M�^ _� n ..p. ° V NO. DATE DESCRIPTION j - 4 C4 N M vCV INr .141/ ©3 I I I o i[, I I,x, N I IN d 4 5,,,,,,.? I I .19 ; SW MAYBELLE LN I 201100 d .Q 1— _7) __/1 _ _ _ d ,22 STA= 19+75.20 / 1 ELEV=427.75 STA=20+00.20 N ELEV=430.13 Ln Ln N N PT 21.25 STA= 19+24.36 ELEV=422.90 / A 4 NE SW 421.04 1.5% i. �,a 0 a a Z1 4 . „r SW 420.96 / 7 V V V V V V V V V V V V V V V V V V V V V V V V V V V V V 4 4 V V V V V V V V V V V V V V V V V V V V V V V V V V V V V l l 4 1 II III d I V V / 77 N Nl 4 I 7 1.5% /(� O a d —— SW 420.27J 17 ° // SW 420.20 / Q Temace, W� V i / 4 d a) I V Y I / a) L I as V V I 2.5%E r V N TC-419.63 `� 4 co cr VNI- V \ ° STA= 18+89.02 RIVER TERRACE ELEV=419.53 PARK O 134 ° ° j ° ° Z z PHASE 3 d ,r, o / V N O. cNo a V V C u / V ,, cn L.u V V 0 PROFer N I V' , d4 8957PE /� V V a TC 417.25 104 103 2.5% 2.5% v q� � z V STA= 18+64.02 OREGON V V ELEV=417.15 4 d .�� I- 9y To 0 cc r V \ ciir, 8' ��\P, ( V V A. AR D ' V \ EXPIRES: 12-31-25 o V V sCo t 4 0 NI- V 1 a M aai V V 4 4 0 ° d 133 V V CURB RETURNS V \ a I - d ., V V . d 17 a) N CURB RETURNS - SW 162ND TER & SW MAYBELLE LN SCALE: 1" = 10' PROJECT NO.: 146-004 o TYPE: CONSTRUCTION on REVIEWED BY: PRE I GI) 0. 0 R2 o SCALE 0 10 0 5 10 •0 1 INCH = 10 FEET L Q Z LQF11L I MAYBELLE 1 o IW l I �7 ° a I -JI�AI °1 RSSLYN o C a �I ..........j_---- -410.48-TC 7 ° STA= 17+93.02 BLACKSTONE ° C .0 ELEV=410.38 a Il J 132 7 ° _ o V\ KEY MAP 7 ° I c1 7 ° , a ° V ° a 105 CURB RETURN TABLE o V STA= 17+68.02 I CURVE LENGTH RADIUS DELTA CHORD BEARING START STATION END STATION 7 ° ELEV=408.00- y 408.10-TC 4 C6 39.27' 25.00' 90°00'00" 35.36' S45°26'59"E 1+39.00, 14.00'L(ROSLYN) 17+43.02, 14.00'R(BLACKSTONE 162ND TER MAYBELL) 17•001111i) o ° as C7 39.27' 25.00' 90°00'00" 35.36' S44°33'01"W 16+65.02, 14.00'R(BLACKSTONE 162ND TER MAYBELL) 1+39.00, 14.00'R(ROSLYN) PAC': COMMUNITY DESIGN 7 ° 12564 SW Main Street Tigard, OR ✓ V 97223 [T] 503-941-9484 7 V I a , d. V' ° 1ST SUBMITTAL: 04/15/2024 12ND SUBMITTAL: 06/17/2024 7 V '/ 3RD SUBMITTAL: 08/28/2024 ° ° 4TH SUBMITTAL: 10/04/2024 7 V ' a 106 ° o a - REVISIONS I a 7 ° , a \„ SW 406.11 NO. DATE DESCRIPTION STA= 17+43.02 0 406.18 TC a. SW 406.19 MEMMEMMEMMEMMEMMI V V ELEV=405.62��- / 1 --406.04 PC 7 V 1.5% d . \ 131 V V a a, 7 ° A r117.66' ✓ V IA ' 7 V ' 0 A�550 SW 404.28 SW 404.53 o ° 1.1% SW 404.23 7 V ` a a a 2. VVV VVV V VVV V VVV V VVV V VVV V VVV ' � N �S 2.1% d o ° ° I ^ ' ,q�.�� 2.0% a. ,Ln� V V V V V V V V V V V V V V V V V V V V V V V V V V V b �� 7 ° o�q SW 404.22 1 ~ 4 W 1x ,v rn a� 6 SW 404.17 SW 403.44 ° °75W403.36 Q C6 �`o oC.co SW 404.46 d L d d d �7 WEE 1 5R 0 1.5% rn inNIZ co -cr N v 2.3% v 6.3% ..6 as o I GUT 403.87 GUT 403.79 v v „r TRACT J SW 402.81 c' °' SW 402.76 I I I 1.1% 2.5% N 1 lei ` l a a' a �a� STC -402.69 I I p c.i I c,i I d a a a a a I S� STA= 1+39.00 STA= 1+64.00a d SW402.76 � \ 1 ELEV=403.06 1 ELEV=403.94 I 11\_STA= 17+09.43 1 1 I 2+00 A° a4. J a 4 a 1 Q ELEV=402_58 - - - - - - - - �SW 402.71 (LT1 U I I 1 I SW ROSLYN LN I :STA= 1+89.00 • a :t3rI I I I • I ELEV=405.51 I p 11� lu-1 N1 n111i I GUT 402.35 I I I I I a d ielvtace, I GUT 402.29 ° 4.8% 6.3% W� JP- O 0 0 a) a < of 1.5% v ), .o '0-0-of u u U u U 7 34.42' ^ C7 E v ��• SW 40�2.00 SW 403.57 ~ Q d Q a (Ts d a ��9 SW 401.94 a p f ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ` RIVER TERRACE O 1.1% . l 10.5/ o I '-� "� , 1- a 1�4% . �.� ° VV ° ° 77 .7 ° ° ° ° ° ° VV ° ° ° ° ° ° VV ° ° ° 130 a a - v - - - a /04, - PARKo 12 - -SW 401.94 15.00SW 403.65- d STA= 16+70.02 ?9 ELEV=399.99 / � . SW0188 PHASE 3 o a SW 400.26 SW 400.88 d 1.2% 2.5% GUT 400.68 1.2% - ri i ~ ~ / u U SW 400.32 I ,, 3.8%,g `, GUT 400.07 i7g).��9 SW 400.94 f' w � o- Q$a 7.5%g 1 GUT 399.84 �1 5% 1540 w 10- --400.95 f C� ,= SW 400.27 1 2 1.2% . SW 400.89 I 01 PROZ, SW 400.21 GUT 400.45 ��F,�O I NFF.p °n a STA= 16+65.02 SW 400.83 8957PE ELEV=399.77Lri ; Z .co I ig, d' .o 0 OREGON�q� w a' qY 20 c lg 9kF 8' \ ' jSW 399.121.5% .6 I:1 5% A. AREA..Q f EXPIRES: 12-31-25 oSW 399.04� I SW 399.80 SW 399.871 ° A a M V ° . a a) a ° C 2.5% 2.5% a ° `TC -398.28- -399.07- TC a.a Vms I STA= 16+40.02 a CURB RETURNS E ELEV=398.18 ° a 0 114 113 -0 V C a u 129 ,_, UV \ U a) cyl ° d. _> 7 ° I a u V PROJECT NO.: 146-004 7 ° .. TYPE: CONSTRUCTION on C ° V a .d REVIEWED BY: PRE STA= 16+15.02 ° ELEV=396.12� Q.0% (i) - -396.54- TC a co ° V I CR3 o SCALE 0 10 0 5 10 CURB RETURNS - SW 162ND TER & SW ROSLYN LN o SCALE: 1" = 10' 1 INCH = 10 FEET L 0. Z •L Q [I 1 L 1 _ ill I A ..\ Iw I Il _ I� I ROSLYN I I BLACKSTONE KEY MAP V V 44 V STA= 15+69.02 ELEV=392.60 y V V -392.70 TC v i ✓ V V p STA= 15+58.77 . 12:1•100.1"fill) PAC"- COMMUNITY DESIGN ✓ V 2 5% ELEV=392.00 TC -392.10- v V I N 12564 SW Main Street Tigard, OR ✓ V 'ri 44 97223 V p `/ a [T] 503 941 9484 1ST SUBMITTAL: 04/15/2024 p p A 2ND SUBMITTAL: 06/17/2024 c STA= 15+44.02 3RD SUBMITTAL: 08/28/2024 V o ELEV=391.28 , .4 4TH SUBMITTAL: 10/04/2024 ✓ V 4i I y r p ° 391.38 TC a 115 116 REVISIONS p pI NO. DATE DESCRIPTION V' `. STA= 15+33.77 ELEV=390.87 .i a ✓ V CURB RETURN TABLE r p PC 1 390.98 CURVE LENGTH RADIUS DELTA CHORD BEARING START STATION END STATION ✓ V j / IliM C8 48.69' 31.00' 90°00'00" 43.84' S45°26'59"E 14+48.33, 14.00'R(BLACKSTONE 162ND TER MAYBELL) 15+19.02, 14.00'R(BLACKSTONE 162ND TER MAYBELL) 127 / r p 1/4 390.82 ✓ V Q a C9 15.56' 29.00' 30°43'58" 15.37' S14°55'00"W 15+33.77, 14.00'L(BLACKSTONE 162ND TER MAYBELL) 15+18.97, 18.07'L(BLACKSTONE 162ND TER MAYBELL) //2 39p Z a C10 82.18' 39.00' 120'43'58" 67.80' S30°05'00"E 15+18.97, 18.07'L(BLACKSTONE 162ND TER MAYBELL) 14+69.22, 20.99'L(BLACKSTONE 162ND TER MAYBELL) V V / 49 N V V 3j4 C9 CO I SW 390.60 / V V °Q 39 O (n y �5% SW 390.67 C//9°. 390.51 PT / V V `290 v I / ♦ V •Z� / , V • STA= 15+19.02 a / ELEV=390.41 \ I V ♦ I \ .° \ INE I • V V 31 \\ I ♦ p 4 I p 3`�3 1 v I I V V7.4.11g/ r a -SW 390.26 I I V V `S 0.8% SW 390.30 se/-SW 390.97 1/4 389.88 O� V Q� o v ppp� a o ; d.r .0*,,,,, . N ,`��a , s%1.. V V V V V V V V V V V V V V V V V V V V V V V l 1� �1 p p p p p p p p p V. p p p p p p p V. p p p p p 43 q \� 0.8% 5.7%. v� 1 V V C8 �' qo SW 390.20 _44. - �° • SW 390.24 V . Q \ ". N SW 390.90 a 4 a 1261 �..0,-4, � 4 �� I I I VV Do 3.2% � Wen. TeAACApee 3.4% "'• 5.1 V p \ GUT 389.82 F. rn Y \ 1 GUT 389.98 j M p . I I I 1b STA= 14+83.67 0 o I I _a \ \♦ p 3"Oq:�b ELEV=389.95 \ un I I Ln I O • E `\ V V N �``Q� N I N I Ni I p I I I RIVER TERRACE \ - - - - - N \ V , I I 14+00 PARK i STA= 14+48.33 STA= 14+23.33 STA= 13+98.33 _ V ELEV=390I .38 ELEV=391.22 V v . ^Q bf I bf ELEV=392.51 PHASE 3 o \\ NCO NlLn I Nl Ln I SW BLACKSTONE LN a I I 71: \ v � � GUT 389.98 M u GUT 389.87 rn \ 4 M 2.2% �' w a L� . ♦ . a L! v o"o"o"v v 4-\:,\.,\G PRIG'N VVV • - ai^� j,,��.-SW I- Fce a .off in 390.25 SW 391.02 I NE ,.. - SW • 390.25 SW 390.20� / V V V V V V V V V V V V V V V V V V V V \ C� a . a 0.5% 5.1%in 1L0.9% rd. a �� V V V V V V V V V V V V V V V V V V V V V v R / \ .. 0.6% so 5.2% OREGON et, • cc // v SW 390.32 SW 390.26 0.9% SW 390.31 SW 391.09 9,r \P m / a ., FA. AREA D / u / a a a a _ EXPIRES: 12-31-25 o // v 125 / a) vi / a / 124 123 a v ms CURB RETURNS V a CURB RETURNS - SW 162ND TER & SW BLACKSTONE LN , SCALE: 1" = 10' a) a) VP v, . u PROJECT NO.: 146-004 4 o TYPE: CONSTRUCTION on .' I) REVIEWED BY: PRE ,_ 0, o SCALE R4 CD 10 0 5 10 4 0 1 INCH = 10 FEET ,_ Q Z t Q 1L1 _ MAYBELLE ___1 I__, ' Fli I . 1 X x I�, �0L — 1 v L— X x X X X X X X X X X x X u u u u u X_ X X X X X y ==�I Z ROSLYN �I I I I _T Mrr My _ _ - BLACKSTONE 7211/ ) \ \ KEY MAP ciD ciD ` ciD ciD ciD -------A • Opt 4 I•i •Opc%. c/. • CONTRACTOR TO MAINTAIN EXISTING ACCESS UNTIL THE COMPLETION OF THE GENERAL NOTES: Pli i li i CONNECTION OFF OF SW 162ND AVE. SEE SHEET 103 FOR EXISTING CONDITIONS. 1. CONSTRUCT GRAVEL ACCESS PER TYPICAL , ciD ciD cD ciD cliD ciD ciD STREET SECTION E, THIS SHEET. I PAS`"'"'' COMMUNITY DESIGN ► / 11, , . 12564 SW Main Street Tigard, OR ft&LI O , 97223 [T] 503-941-9484 r /7/ 1ST SUBMITTAL: 04/15/2024 8'-16' 2ND SUBMITTAL: 06/17/2024 I 4 PAVEMENT 3RD SUBMITTAL: 08/28/2024 4TH SUBMITTAL: 10/04/2024 a . 441111111// — clip C::::::;) VARIES, 0.5%-1.5% REVISIONS 4 a Q `2.AA It 111 152 153 NO. DATE DESCRIPTION a AI PAVEMENT 4 105 SECTION L//// d z1 I I O 0 PAVED ACCESS 1///// 4/ 4 NOT TO SCALE I . EXISTING GRAVEL 4 TO REMAIN a a // /// TIE-IN TO d A EX 420.05 TIE-IN TO 1//// I _ r. EX 420.37 a „r ° Q a 25.17', I w // \ v • 420.98 / . . — a ° a I I ; /// f V V V V V V 7 V V V / i �� / V V V V V V v . v V V V V V V / ° RADIUS = 25' //I 4 I Q5°� % // - V V V- V °V—V—V v A 4 ° IF VVV . i %� 5 PROPOSED A.C. PAVING ' Ilk - V V V V . / ° Tema ce, L420.91 /1 I ♦ V V w V V V V V V V V V Qcvelt, a) GRADING BOUNDARY I s TRACT K V. V (rs ' o\ �/1422.29 7 V Itii , 5.13' L RIVER TERRACE ' 422.55 RADIUS = 25' \o,o / ° 422.48 N , ��/ '� ° PARK . / /� Qa �O / 19+23.28 BLACKSTONE 162ND TER MAYBELL: SW MAYBELLE LN i / /`'. GUTTER ELEV = 421.89 PHASE 3 1 / / a / 421.57 9.23' a iw REMOVE EXISTING GRAVEL PRIFF , • z I A. �� '�� GIN `0/ „ • , 421.66 . 8957PE Q6 I' - / 421.58 �q�FAREGAREO O��A O ce 0 A / a l9k 8.• 2 �P� z a 19+13.35 BLACKSTONE 162ND TER MAYBELL: L GUTTER ELEV = 420.75 7 V V V V V V V V V V EXPIRES: 12-31-25 o ° Q V V V V V V V V V V s rn --- 4 Illii a V V / a V V V - FINE GRADING V / V / U V V7 ad / J a / a) a) V V I LA V w X, 4 oV G PROJECT NO.: 146-004 yl V V , z TYPE: CONSTRUCTION (Ii) V REVIEWED BY: PRE 134 r A a 1 N o V V o 1 V a a SCALE FG 1 10 0 5 10 V V •0 1 INCH = 10 FEET ,_ Q Z li o o rQ Ft 1 L I 11 _ MAYBELL1 v p ° /I pp N I � � I� ' _ oir� /' p. , d - I� IZl ROSLYN • 0 /' I p \\ -�‘ I °I I /i 1 p V N ' 4 \\ �I I /' p °, \ _-_ IN LACKSTONE. j /i pp p �� a KEY MAP LI # p p ° /i ► p ° , d /' p p Al - /I p •♦ a /I 1 p\ A V ' \ _0.0 II 1 /� 1 p p .1\ N Ftiiii /� 1 ' p ♦ PAr.„'' COMMUNITY DESIGN /i 126 p ` 12564 SW Main Street Tigard, OR 9223 /' \\ p ` \____________ [T] 503-941-9484 p 1ST SUBMITTAL: 04/15/2024 ,'' \\ y v -� 2ND SUBMITTAL: 06/17/2024 3RD SUBMITTAL: 08/28/2024 /� \\ p . / V p ° . 4TH SUBMITTAL: 10/04/2024 ' \ SW BLACKSTONE LN ,' \ REVISIONS d ,' SW 389.92 ° NO. DATE DESCRIPTION NI- if \\ 4 °o°oc ° \\4 p V. V. v 4 o a \ V VVVV 'I . . . „ „ °d d / °4.. N\ SW 389.93 - .. V V V V V V V V ` •4 ° / ,SW 388.60 / ° a q�\� \ ° SW 388.58 / 4 `\ 4 RISERS TS 388.58 / d ° 4 4 TS 387.08 / ✓Oo. o.3s BS386.58 /� .Q. =\� . SW 386.58 / in o� a A IN SW 386.50 \o \ 337 SW 388.65 TS 386.50 �� boo r / / °. �000 SW 388.58 24 RISERS // t TS 388.58° n �TS 387.08 / / BS 386.58 / SW 386.58 / SW 386.50 / / TS 386.50Fill TS 375.00 / / BS 374.50 / \site:4%7/ SW 374.50 ° 4 CONCRETE STAIRS WITH 4,5 / / Qwejt, o ° ° / CHEEKWALL AND HANDRAILS L3.02 levtace. TRACT I SW 374.35 / N• o / TS 375.00 :* 4 OS° d1.1% o A, si, / BS 374.50 _ci0 CHEEKWALL NOTCH // \' SW 374.50 125 124 E L3.02 AT LOW POINT SW 374.68 Ln / •6o ' ° ° RIVER TERRACE INSTALL RIP-RAP, PROVIDE CLASS 50 RIP RAP // SW 374.40 �O S ° PROTECTION (2.5'WIDE X 2.5' LONG X 1.5' / SW 374.58 ./.-- 4,1 SW 374.73 PARK o THICK), ON WOVEN 80Z GEOTEXTILE FABRIC. / 24 RISERS TS 374.58 00° h�° N / * . �o �. ° ' PHASE 3 \ / SW 374.58 e u_ \ \ / TS 363.08 \ / 2 \\\ ��\ // BS 362.58 4DPROFer NE-,---GIN 4 \ >` SW 362.58 °/\\*\:\41% 8957PE \ / ---..SW 362.51 ^• OY " z OREGON cb ° o �o�_ ° (o TS 363.08 EX SW362.08 /rya .d So 2--0. 9i 8, 2 \P- BS 362.58 F A. A RE- LI .4 ° g� SW 362.58 0 4 ° °jl SW 362.56 _-....... EXPIRES: 12-31-25 ° EX SW 362.19 -- _ M ° d N d in L ° FINE GRADING ° 4 ° ° Q . ° • ° 4 ° -0 11 \ in 00000 N 0.0 0in Sw PERTH RD (Ii) PROJECT NO.: 146-004 o \ v, TYPE: CONSTRUCTION on \ REVIEWED BY: PRE rn FG2 o SCALE 0 10 0 5 10 O 1 INCH = 10 FEET L Q Z tQ Fl1L11,.\ MAYBELLE I- I. T Ii ��i q l ROSLYN ............" toi I I I BLACKSTONE � TN. fl KEY MAP v v \ I v 7 V ` 137 7 p . p p , p • . 7 p ` 7 p p p p v . °' 7 7 ' 7 V I 17....00011i11) p p p v PAC"' COMMUNITY DESIGN 7 p ' 7 V 12564 SW Main Street Tigard, OR p V V V 97223 7 V ` 7 V T 503-941-9484 p V V V d I 1ST SUBMITTAL: 04/15/2024 2ND SUBMITTAL: 06/17/2024 V V 7 V ' a 3RD SUBMITTAL: 08/28/2024 V V p p 4TH SUBMITTAL: 10/04/2024 7 p 7 7 V REVISIONS pp 131 pp ° • 7 V 7 p I NO. DATE DESCRIPTION p p 138 V V �pp pp p 7 7 p p p 1 p p I II 7 p , V V Lu> d° 21 RISERS 24 RISERS 24 RISERS 7 p Q a ct a I BS 365.22 -TS 365.72 BS 377.00 SW 389.50A BS 389.50 ad N I SW 377.00 TS 389.00 d SW 365.22 TS 377.50 N- C.0 I TS 375.72 TRACT J SW 389.45 TS 390.00 TS 401.50 � f � � 5 � SW W 402.81 SW 364.44\ SW 365.17� /ls% SW 375.80 SW 376.95� 1.0% 1.5/ �SW 389.08� SW 401.60 d, aa4.2% Q o .� a CI < ° °° � Lin oo/,( d ° 4.5/ d Lil .�\° o o da" d Lr, d o a loa r ./ 0od.4.2% qd Q. < d o/ o a 4 4.2%fa a4 1.0/ 4.6% ° ^^\° g a d . % 0 0 d 7 I_° SW 365.15 1.5% m 1.0% SW 375.77 4.5%--.0- ° ° ° SW 376.927 1.5% . pW ' ~e� . <l d 1. % SW 401.58 SW a . � N 'N Q d °\° 1 a4 da d 4.21 <7 d IPPNII -SW 389.42SW389.50 TS 390.00 TS 401.50 SW 364.397 I TS 377.50 TS 389.00 SW 377.00 BS 389.50\_--S 365.72 TS 375.72 BS 377.00 A . SW 365.22- -BS 365.22 a IICONCRETE STAIRS WITH 4,5 " CHEEK WALL AND HANDRAILS L3.01 a IS d d a '' d 4 v _ 7 II ° 11 d d °.. R:97 eX �I � I a, `� 139 4 II130 ° a p � 11 al o Ln Ln IIII RIVER TERRACE p p d III Ni 7 I PARK N �� , > 0 V IId d )°O PHASE 3 o p p II M d p / , Li- I = p d N 0 4�0►NFF�/ I 8957PE �, 7 p 3 p C z . 7 7 , 7 7 OREGON� a .6 9- 8 20� �O w 9�FA �ARV"- z LI EXPIRES: 12-31-25 4 0 0 so M 0, H L a ors FINE GRADING _Q vi v, a) a.) LA PROJECT NO.: 146-004 on TYPE: CONSTRUCTION REVIEWED BY: PRE 1 g) 0, 0 o FG3 SCALE 0 10 0 5 10 0 1 INCH = 10FEET L Q Z NE I N SDLN-1 SDLN-3 SDLN-6 SDLN-2 10" I E n0.04 12" IN E IE: I8 N IE: 382.46 SEE SHEET 302 SEE SHEET 304 SEE SHEET 307 SEE SHEET 303 IE: 382.46 IE: 380.85 386.00 D ', w pD �'m- DD Li: .-1- D I of f� I '�; 123 r10.87 1 10" IN SW ID w D I ,I> I--. DD . pD ,.. 12" INN \ -�� D NIT- R z DD- D w P �.� �• i 0.72' IE: 382.56 Dz.. >' �� a z D ,� r12.75 IE: 380.85� ' 0.68'�Qi SDCB DJ•. ,`. >Dr. J• •. > V) D _ D l`' DD >D ,' o • ' >D SDCB I DD::.: N O p \ 1 1F.2 D �� .. ID, in, '48" SDMH 1 (O1 0) P �; N D SDCB ,D .' �', 1B.2 Z °�':' u El �� - IM: 389.78 �� ,--� �Di SDMH D 3 .✓�D SDMH o SDCI 12" INN 4iiiirV A gP' _ 1F.11048.00' 105 SDCB �� N� � .� 86 E PUE, TYP. 1 D.1 „ 8D 1 g 114 115 1A.1 00 °°' IE: 380.85 .•A/ 12A 1 0 3A --�PD / \ 8C �, o I#: , ` 124 12" OUT SW jD - - - - - - - - - - ® � �12.53r10.52 IE. 380.65 377.00t1/4 N 1210" IN SW1IE: 88IE: 380.65 -1� �* - � °� .�, 404 � � �,� � IE: 382.56 7 7+00 W W 6�OdN ;; W 4-FOOW W w I s� I SD =gl 1 I SD I SD $D \ oo PHASE 3 'D\ SDLN 1 SW 162ND TE SDLN 1 _ pG N. I SDMH 1 A PLAN SDMH 1 A ROLLOUT DETAIL 1 C ss ss ss �p�l ss ss ss 1 Q BOUNDARY ':\, . 0 18+00 1 + SDMH \ �}�� 17+00 .4 125 1F 4'�►/ r. la UU J ' "D'D'"p'p'"p'D f�'D D D DDVD"DDD VD VDV D D D1 DD'D ' / V L•V DAD/ D D DD p bD"D ' D� �/1.1 . .... _ � _ _ CONNECT TO EXISTING12" IN E 12" IN SE DD�D�D�>�DVD'D6DVDVDDD D D > D D D D D D D D D D �//•,DDDDDpDDDD , pDDD�DD .DDDDDDDDD DDDDDDDDDDDDDD_ � •DD DD � � ' > D D D D D " D D D D > D D D D D D DAD D > D C DD D �/�� /`0.52 are in 1 �� WALL 7 LATERAL IE: 417.45 IE: 419.33 �� p•pDl %�' IE=359.72' 12" IN SE 424.00 y� 1 8E 2 - --- _ 3B \s �� r12.10 IE: 419.33 y y TRACT K 8.00' SDMH SDMH SDCB (TYP) 1 SDCI •/ f \\1C . SDMH 1A.2 ••%.4 . \ ./.11 Friiii - \ ' `��`'� • y PAS`"� COMMUNITY DESIGN 1A \ �``%��%j� 6" INN 8 SDMH1F (12.29 0.68' c. y 134 133 132 131 = 130 129 128 \ x'� i y 4 12564 SW Main Street Tigard, OR 127 �� fil IE: 417.75 - RIM: 424.71 6" IN N� ,�.\ " k 12" OUT SW\. �' f, : IE: 417.75 4��\ /( y 4IE: 417.25 97223 SITE s ,�" �,/ 4 �i y y.. lO [T] 503-941-9484 TAX LOT 500 BOUNDARY 126 'pc� � , 4 y y y \ ' y4 yy ` > i 1ST SUBMITTAL: 04/15/2024 �° 2ND SUBMITTAL: 06/17/2024 TAX MAP 2S108CB g .:' EX SDCO \\ r13.23 �12" OUT SW 11A 415.00 `' 3RD SUBMITTAL: 08/28/2024 \ .T V IE: 417.25 12" IN E 4TH SUBMITTAL: 10/04/2024 I ....I u_ IE: 417.45 // REVISIONS i/ / :. / SDMH 1 F PLAN SDMH 1 F ROLLOUT DETAIL NO. DATE DESCRIPTION SDLN-1 - PLAN= : / 0 TEE INTO EXISTING �? s' SCALE: 1" 40' WALL 12 LATERAL ''' _ IE=350.05' T (a I L I INLET DATA: MAYBELLE- 430 430 3A SDCI 1A.1 3B SDCI 1A.2 mi Iw 3+12.72, 21.95' R 2+80.24, 9.93' L 33.07 LF - IR I l - ] I (SDLN-1) ( ) 0 SDLN 1 SDLN-1 12" (PVC) - r4) z ROSLYN RIM/TC = 390.07 RIM/TC = 390.21 @ S=0.0672 -J�I •CCV OI I 10" IE OUT = 384.71 10" IE OUT = 384.42 24.05 LF (PVC) 24.74 LF (PVC) IL ` AII I @S=0.0936 @S=0.0751 420 �` -•• 420 BLACKSTONE. 14+79.98, 15.55' R 14+93.37, 31.15 L • \�I 12" (PVC) 1 (162ND TER) (162ND TER) @ S=0.0927 ` 44.75 LF 8A SDCB 1 F.2 8B SDCB 1 F.1 , WATER - 12" (PVC) 32.75 LF KEY MAP - 12" (PVC) EXISTING GROUND @ �� LIVE, TYP. @ 5=0.0776 5=0.0776 PIPE CENTERLINE (SD- 7+85.67, 16.72' L 7+75.43, 8.50' R) -w 410 - �� STORM LATERAL, - RIM = 2 - RIM(SD = 2 410 RIM = 427.16 RIM = 426.12 �� __ - - _ _ _ _ _ _ __ TYP. STORM NOTES: 10" IEOUT 421.80 10IEIN - 420.80 _ 27.22 LF (PVC) 27.22 LF (PVC) N , ' _ - _ 180.53 LF n INSTALL STORM MANHOLE PER CWS NO. 010, @S=0.0367 CAS=0.0367 ov z Ir, \ - 12" (PVC) SHEET D3.01. 19+71.69, 12.72' L 12" IE OUT = 420.60 v ^M • I !� ��'_ ® S=0.0673 FINISH GRADE C� (162ND TER) 19.28 LF (PVC) 400 06 M M 04 v � PIPE CENTERLINE 400 2 INSTALL 6" PVC STORM SEWER LATERAL @ @S=0.0658 r.; ri - II � 8C SDCB 1 D.1 19+61.45, 12.50' R w 1- •°, ^ I j \ 5=0.0100 MIN. PER CWS DWG NO. 520, 5+60.93, 8.50' R Q, 0 + NI w z w O A \ SHEET D3.02. SEE TABLE THIS SHEET FOR SDLN-1 ( TER) 2 it N u II - w - - STORM LINE, p LATERAL INFORMATION. ( ) 162ND RIM = 405.76 8D SDCB 16.2 L9 a 7 a E : - - I 10" IE OUT = 400.41 1+40.25, 8.50' R iir vi v, ;o TYP. 12"SD/8"SS - - 2A INSTALL 6" PVC STORM SEWER LATERAL @ 390 J w v 2.29' CLR `_' 390 5=0.0100 MIN. TO CONNECT TO 6" WALL 8.50 LF (PVC) (SDLN-3) Qcvemt, ievtace, a, "' Z `� UNDERDRAIN PER CWS DWG NO. 520, @S=0.0925 RIM = 402.64 r oLn o 111 I• I SHEET D3.02. SEE TABLE THIS SHEET FOR 17+44.77, 12.50' R 10" IE OUT = 397.28 M ,o ,r; _ (162ND TER) 46.99 LF (PVC) ii 1'29.25 LF LATERAL INFORMATION. (Eoo w o ~ I / \\ 12" (PVC) @S=0.0867 w + . N x- z 8E SDCB 1B.1 1+44.25, 12.50' R L?? = 7 N ^ `� w Ow ce 3 w N @ S=0.1815 3 INSTALL INLET CATCH BASIN (CG-30) PER 4+91.18 16.50' L 380 IQI IQI " - - o 380 CWS DWG NO. 330, SHEET D3.01. SEE TABLE (ROSLYN LN) 0 � �, �, o Z ??? \ SDLN 1 RIVER TERRACE ,.„ ,.„ L„ E .- o 0o SANITARY �' \ THIS SHEET FOR INLET INFORMATION. ( ) No " o 0 o CV CV CV rn LINE, TYP. �I \ RIM = 399.93 N N M MMM M N \ _ 10" IEOUT = 394.58 • w o M M M 7 REMOVE EXISTING CLEANOUT AND EXTEND 18.23 LF (PVC) PARK L 7 7 7 II 12.75 CLR STORM DRAIN LINE. CONTRACTOR TO cc m � • 00ozzz = 0.75' CLR .o + o@5=0.0752 u b 0 0 - - - N IDENTIFY I.E. AT END AND NOTIFY ENGINEER O 370 o z w NI o � z Q z Q I w w w w N 370 OF ANY DISCREPANCIES. 16+75.02, 12.50' L PHASE 3 No .00 Os CDOs z w LenN. � '- v~i � � � � � \ iN (162ND TER) os Ni rn oa M M `n N rn rn rn 8 INSTALL CG-2 GUTTER AND CURB INLET W0 O II II O 00 Ln Ln M \ w ,o ,n z z o ce ,- N. M M w CATCH BASIN PER CWS DWG NO'S. 300, 310 N 2 N. z T l- w w Ow u o+ `SO• o' 'I I _ z z w z 3 �, \ Ft 320, SHEET D3.02. SEE TABLE THIS SHEET GENERAL NOTES: D FOR INLET INFORMATION. '`fit N 4 N II - - - ^ 0 + O� z z O N 0 / a `oa � - - - z 'r' � www Inln .o .o 0 1- ,- f- N O N 2 7 " o0 co In O �e 3 360 �, �, _ �, � � � 0a .- a - . o� o ooNN 360 � �,G'NEF Ln v~i v~i `" os w •°� °�° °M° °M° °M° °M° �� \� 9 INSTALL 18" WIDE FRENCH DRAIN PER 1. ITALIC STATION LABELS INDICATE PIPE �$9 1714 PE o�tic�i II II II t II DETAIL, SHEET D3.03. / /� a�m o- a +co i_ O a: z z z z = STATIONING. � Q�_ M M z I O H ,- H - N N O O N '9 '� Q N Q it w w w w w 2. ALL PIPE TO BE PVC ASTM D3034 UNLESS OREGON q� o N Ln -- Ln cc OTHERWISE NOTED. �Ln II �8 20 �O -- 350 II 350 9�FA. AR��-�'P 0 rn I EXPIRES: 12-31-25 I STORM LATERAL TABLE o so I M I LOT # STATION LENGTH SLOPE IE AT MAIN IE AT LOT DEPTH 340 l 340 SDLN-6 4+10.18 (SDLN-1) 70.00' 5.15% 388.32 391.93 3.51 I b z 126 3+08.29 (SDLN-1) 48.15' 6.27% 381.47 384.48 5.00 SDLN- 1 PLAN Et o Ln a M�, 127 3+52.22 (SDLN-1) 39.00' 1.36% 384.42 384.95 5.00 PROFILE 330 0 'C.i o z 3303 128 3+78.25 (SDLN-1) 39.00' 3.36% 386.17 387.48 6.00 LAN '- z en w ✓ w N o - N 129 4+34.54 (SDLN-1) 39.00' 6.46% 389.96 392.48 5.00 130 4+98.78 (SDLN-1) 39.00' 4.71% 394.65 396.48 5.00 u PROJECT NO.: 146-004 O 320 I 320 131 5+44.02 (SDLN-1) 39.00' 4.51% 398.36 400.12 5.00 TYPE: CONSTRUCTION CLASS 'B' GRANULAR BACKFILL Ft BEDDING 40 SCALE0 20 40 132 5+93.78 (SDLN-1) 39.00' 4.71% 402.92 404.75 5.00 REVIEWED BY: PRE . 315 315 -. 8+00 7+00 6+00 5+00 4+00 3+00 2+00 1 +00 - 1 m mmm 133 6+39.17 (SDLN 1) 39.00' 4.87% 407.12 409.02 6.00 o, 1 INCH = 40 FEET O 0 134 6+79.32 (SDLN-1) 39.00' 4.72% 410.84 412.68 5.00 c. SDLN-1 - PROFILE 3 0 1 ., HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10' 0 ,_ Q z [ @ IliJELLE 1,,\AY-- _1 I � ��_ I lROSLYN I i • - I I I I BLACKSTONE. KEY MAP GENERAL NOTES: • 1. ITALIC STATION LABELS INDICATE PIPE • STATIONING. 2. ALL PIPE TO BE PVC ASTM D3034 UNLESS Pli i li i 152 153 154 155 156 157 158 OTHERWISE NOTED. PACIFIC COMMUN', DESIGN 12564 SW Main Street Tigard, OR SEE SHEET 301 1111 FOR CURB INLET SDMH8.00 SDMH SDCI ,:1 \, 97223 1F.1 AND 1F.2 1G PUE, TYP. 1H 1H.1 ` C Aa� STORM NOTES: 1ST SUBMITTAL;941 9484 04/15/2024 aiiii, - - _ �, 1 1 3A )", 2ND SUBMITTAL: 06/17/2024 K I _ _ _ _ -r 1 STORM MANHOLE PER CWS NO. 01 , o INSTALL3RD SUBMITTAL: 08/28/2024 •v• I' SHEET D3 01 SUBMITTAL: 0 0 202_ d1\ ►�jj� _ �� 4TH 1 / 4/ 4 ••o?- v �� j•o-ov ovo 004004V°4040 vovv vvv. . ... ... . ...... ... -vvvvvvvovvovv vovvovovvo•vc°o vovvovvovc vo• vv vvvvvvv:,. ,v vv Fj .UMJ0 / .\ram ��/;.. \� p 23+5' 2 INSTALL 6" PVC STORM SEWER LATERAL @ �� 0 1S+'� ss 20+00 ss SW MAYBELLE LNS _ 21+00 ss 22+ SS 00 - S=0.0100 MIN. PER CWS DWG NO. 520, REVISIONS -i r _ _ SHEET D3.02. SEE TABLE THIS SHEET FOR NO. DATE DESCRIPTION 111. SDI H -se- I -SDLN-1 H I- ; - 513 li� 11+25 LATERAL INFORMATION. W W . .. \V W . _._. W W • � WI�, °I �fi'_I _L'M �� ®��.�_.�saw ,� 3 INSTALL INLET CATCH BASIN (CG-30) PER 00 00000 00000v�000 00000.vvvoovvvvoovvovv.°oov0000v000°000.vvvvvvv°000.00000 .o-G04044040 0�0000000000o.rr '► a CWS DWG NO. 330, SHEET D3.01. SEE TABLE \ 00 + �;° - THIS SHEET FOR INLET INFORMATION. v Q. \ - 1 2 F 3B \ rv, g 10 8.00' SDMH (TYP) SDCI o f Ir- 1 F PUE, TYP. 1 H.2 \ \ INLET DATA: vi. 104 103 102 101 100 99 98 97 \ a o \ 3A SDCI 1H.1 3B SDCI 1H.2 o- N 10+86.05 19.99' L 10+96.61 11.45' R v, '. 0 vv v, z PHASE 3 (SDLN-1) (SDLN-1) o`er BOUNDARY \ RIM/TC = 434.27 RIM/TC = 433.93 o, I10" IE OUT = 428.92 10" IE OUT = 428.57 o-® -® -� -\ b 20.05 LF (PVC) 14.59 LF (PVC) I I 1 -.4 5 0 SDLN-1 22+73.26, 15.50' L 22+82.30,415.50' R SEE SHEET 301 SDLN-1 - PLAN (MAYBELLE LN) (MAYBELLE LN) SCALE: 1" = 40' IIIWNII STORM LATERAL TABLE 450 450 LOT # STATION LENGTH SLOPE IE AT MAIN IE AT LOT DEPTH 98 10+54.68 (SDLN-1) 31.00' 6.66% 428.42 430.48 5.00 -WATER EXISTING GROUND @STORM INE, PIPE CENTERLINE 99 10+28.52 (SDLN-1) 31.00' 7.72% 428.34 430.73 5.00 TYP, LINE, TYP. 440 167.55 LF 12" (PVC) -12"SD/4"SS Qweit,440 100 9+63.79 (SDLN-1) 31.00' 14.01% 428.14 432.49 5.00FINISH GRADE @ STORM LATERAL, @ S=0.0030 PIPE CENTERLINE TYP. kiliol _ 0.64'CLR 101 9+28.95 (SDLN-1) 31.00' 14.33% 428.04 432.48 5.00 161.89 LF _012" (PVC) __ -_ _ 102 8+60.62 (SDLN-1) 31.00' 20.58% 424.10 430.48 5.00 E @ S=0.3624 ........."ftioull Lin430 10"SD/i2"SD _ 430 103 8+21.71 (SDLN-1) 31.00' 15.51% 421.67 426.48 5.00 0.8T CLR _ 1 _� - =1mm,- 104 7+81.55 (SDLN-1) 31.00' 8.44% 419.17 421.78 5.00 RIVER TERRACE " ./4"SS 4.,SS / ' W 0.65' CLR 0.59' CLR 0.62' CLR 152 7+58.13 (SDLN-1) 49.08' 4.64% 417.75 420.03 5.00 PARK J 12"SD 4 SS m SANITARY , 420 , i� 0.54' LR LATERAL P. 420 153 7+71.03 (SDLN-1) 46.36' 9.91% 418.51 423.10 6.00 12"SD/4"ss PHASE 3 --- (.10 0.72' CLR w m 154 8+31.71 (SDLN-1) 39.00' 15.29% 422.30 428.26 5.00 M .- 12"SD/4"SAS SANITARY- ce I- ^ 3 >- 0 0.67' CLR LINE, TYP. v z z w , 155 9+00.20 (SDLN-1) 39.00' 14.17% 426.58 432.10 5.00 ww •No .o W .-- N 410 - L ^ Q 1 o 2 - 410 156 9+66.79 (SDLN-1) 39.00' 11.19% 428.15 432.52 5.00 ,`� PROFF , Z O ^N II � Z J Z � .-. on r� 0 0 0 _, ii H N O N � �G I NFF /Ce cc I- 3 Y +' M z p = 1- Nr 157 10+04.80 (SDLN-1) 39.00' 10.32% 428.27 432.29 5.00 gg57PE En ZZ N � = NI Q ti v W W 45.Z L) der} n� / rZcid o z " N 0 H m H -cq iv n O co n 158 10+76.78 (SDLN-1) 39.02' 4.39% 428.48 430.20 5.00 Lbw 1 Z �w � � � M . v, N - inW � �• .- csi c) c'., zz =O �9OREGON cb J �"1 Z ='-' N O� N V W W W )- 8 O\ \O 0 400 M p ^ I - - Q Q 7 - - 400 LOT 97 STORM LATERAL WAS INSTALLED WITH PHASE 2 l9 , 2 P` v, WAY � z z - oNmNce --- �FA. ARE\- "' N - z - v EXPIRES: 12-31-25 rn oageWwWW 0 cn to ,- v~i cc � :o ,- ,- so CLASS 'B' GRANULAR BACKFILL &t BEDDING 390 390 M N 7+50 8+00 9+00 10+00 11 +00 y SDLN- 1 PLAN Et SDLN-1 - PROFILE PROFILE N HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10' v t/, y') 4J c L N V PROJECT NO.: 146-004 o TYPE: CONSTRUCTION on 3 (i) REVIEWED BY: PRE 12 rn O 4 302 o SCALE 40 0 20 40 o a 1 INCH = 40 FEET z 10" IN NE 12" INE (13.07 IE: 385.32 IE: 383.70 388.00 4\ 10" IN NE 10" IN SE y r ILI 12" INW11111114.. .A IE: 385.32 12" INW 4 4 --,A i/-��` IE: 384.92 IE: 383.50� r10.02 -y . ,k44` M ��J " MAYBELLE IE: 383.50 I 148" SDMH 2Ai 12" IN E `4\1 , ' yf1.69' \- ` ° f � O9` 4 H . l1 RIM: 390.09�_ IE: 383.70 y.4. . 4 - !,__, '� r10.34 - I� I~l ROSLYN �`M° z • I (13.80 COI "-10" IN SE 379.00 TI IE: 384.92 BLACKSTONE SDMH 2A PLAN SDMH 2A ROLLOUT DETAIL KEY MAP 1 SDLN-1 GENERAL NOTES: SEE SHEET 301 17......ofill) ( 1. ITALIC STATION LABELS INDICATE PIPE °° STATIONING. PACIFIC COMMUNI-'' DESIGN vv : Op 115 °;i + 2. ALL PIPE TO BE PVC ASTM D3034 UNLESS 12564 SW Main Street Tigard, OR c w °° r" 0 l� ` SEE SHEET 301 116 117 118 119 86 97223 �� OTHERWISE NOTED. v°� N� FOR INLET DATA [ ] T 503-941-9484 `O0 SDCI 1ST SUBMITTAL: 04/15/2024 3 z • 2A.1 (TYP) j 7 wv 2ND SUBMITTAL: 06/17/2024 o 3A 2 LI STORM NOTES: 4TD SUBMITTAL: 08/28/2024 110/04/2024 v `� " 1 INSTALL STORM MANHOLE PER CWS NO. 010, REVISIONS o} �. j o;ao°oo 0O40pO 44OCO_0 z, .... ?.4°0Oo vv°°v ° °°vd°vov 000000vlovvvvvovowow•owww000w •�vovcovvvv°ovowowoowwwwcow SHEET D3.01. ov ISD Oii /. ilghb \ v, 1 1 NO. DATE DESCRIPTION w�xoo I w SD 2 0 SD SDLN 2 w +�D• w sb 3 I �,• O a© XSD- 2 INSTALL 6" PVC STORM SEWER LATERAL I I - I - I - - I - 4 S=0.0100 MIN. PER CWS DWG NO. 520, SS SS SS - SS S r'` SQ �, :.� I. 9+ 18+00 +OU O„ SW BLACKSTONE LN THIS SHEET FOR O''`' �, ��„ ,= .r LATERAL INFORMATION. VV JJyyN�, / �,.� v vvvvvvvvv •vvvvvvvvvvvvpvvvvv4vvv\vvvvv vvvvvvvvvvvlvvvvvvvvv5vvvvv7vvvvvvvvvt ��'� �� .......•.•.„ v'vv'v < vvv � � �1l •' �vll ii \ \ '. '. - v� �;vvovoovvov�vv000•oovvovvvvvov• •vvvvovvvvvoo vvovo vvvvoovoovy�vvvvvvvvvv vvovoovvobvv vvv vvovvvovoo �j`'. - - - - - - - - - Q n 3 INSTALL INLET CATCH BASIN (CG-30) PER 1 CWS DWG NO. 330, SHEET D3.01. SEE TABLE I I 8A 1 THIS SHEET FOR INLET INFORMATION. SDMH SDMH PHASE 3 1A SDMH SDCB BOUNDARY 8 INSTALL CG-2 GUTTER AND CURB INLET 2A 2A.2 2B CATCH BASIN PER CWS DWG NO'S. 300, 310 125 124 123 122 121 120 85 Et 320, SHEET D3.02. SEE TABLE THIS SHEET FOR INLET INFORMATION. IINLET DATA: • ... ,.. . ,: :� 3A 8A SDCB 2A.2 ,,..:. . ,;...:....:...; d 1 50 L 6.50 R x 1+47 19, 1 1+47 20, 1 - (SDLN-2) (SDLN-2) IIIWNI SW PERTH RD RIM/TC = 390.63 RIM = 390.20 QS XSS XSo XSS XSS © -XSS 10" IE OUT = 385.39 10" IE OUT = 385.01 ei D XSD I I XSD - XSD Q XSD 1 XSD XI) - 18.70 LF (C-900) 22.13 LF (PVC) I I @S=0.0040 CAS=0.0040 18+91.65, 12.50' L 18+91.65, 15.50' R (BLACKSTONE LN) (BLACKSTONE LN) SDLN-2 - PLAN ILI SCALE: 1" = 40' STORM LATERAL TABLE Qcvex Temace, 420 420 LOT # STATION LENGTH SLOPE IE AT MAIN IE AT LOT DEPTH 115 1+61.14 (SDLN-2) 31.00' 4.52% 385.22 386.62 5.00 E • • cc co 116 2+16.47 (SDLN-2) 31.00' 7.75% 387.67 390.07 5.00 _ _ _ 117 2+54.16 (SDLN-2) 31.00' 10.51% 389.34 392.59 5.00 RIVER TERRACE N 410 FINISH GRADE @ 410 118 2+78.57 (SDLN 2) 31.00' 11.71% 390.42 394.04 5.00 PIPE CENTERLINE _ _--- PARK 119 3+32.53 (SDLN-2) 31.00' 1.52% 393.05 393.52 5.00 PHASE 3 o EXI►TING GR�UND @ _ _ -_ WATER rn PI'E CENTERLINE Ni- - LINE, TYP.400 LOTS 120 125 STORM LATERALS WERE INSTALLED WITH PHASE 2. en 00.08 LF 400 w 32.4' LF / 12" (PVC)- w / C 5=0.0442 MEM � @ S=0.1816 Ln �� PROFs, / ��+ 8957P $. 390 390 Lill D/6'SS L� Z I , 12"SD/6"SS 0.55' CLR w OREGON�� Ii .�/ STORM LATERAL, L,I 380 �� •.�� E, TYP. o o N 380 EXPIRES: 12-31-25 o TYP. SANITARY, LINE, ..0 o ? ,'r; sto TYP. Ln Ni J M w PICDM a m m LATERAL, -YP. o 1- N on „I- v) } m + Y A rnz 370 s a `" w 370 co w W _ aJ a � - - SDLN-2 PLAN _ o � m � --, J I- N N j V1 t/� to Q' �O Et WZ J _ �O J w t..3 Z z Z z z" LE)DROFILE I� Ci `� NiNi .O O -� L'I W W Lun • O M On W I I I V M rn w 0 O O N N M Z2 w Ln M I.n M v, 360 .-`? �°° � � c . � o � ts 'A � � 360 ,--' a M N O 4` Z Z Z Z = a O IL 1 M O Z Z Z N 0` Y + 00 - - - - O N O` Y + O` - - - H = �I J a M w w w w w Z Q J a M w w w w a - O N A- N N N O O N cc LA N m N ( CD CD CV v PROJECT NO.: 146-004 CLASS 'B' GRANULAR BACKFILL Et BEDDING ►I (7) 350 350 TYPE: CONSTRUCTION OD •• 0+75 1 +00 2+00 3+00 3+75 REVIEWED BY: PRE 12 rn o 4 3 SDLN-2 - PROFILE o SCALE 0 3 HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10' 40 0 20 40 ao 1 INCH = 40 FEET z IC 0 L1LLELLE Iw� m _ , SDLN-1 = Irn Ion - SEE SHEET 301 _J �I ROSLYN i vv °v I I i- BLACKSTONE vv ,, • ry _� KEY MAP v � N v° Vl 40 105 106 107 108 109 94 vv lV vv -11-°° Pliii, -SEE SHEET 301 8.00' SDMH GENERAL NOTES: FOR INLET DATA PUE, TYP. (TYP) 3B rV vv • vv ' l 2 1 1. ITALIC STATION LABELS INDICATE PIPE N STATIONING. v v.':. 1:23 . ‘; ,...... .. . .. ... .. ... . .. . . MIMMIP l .• . . .,YRINI NIMIN. . Pith 0 0 o 'I�� l ®HIL MI l� A -CAM INW ! 2. ALL PIPE TO BE PVC ASTM D3034 UNLESS -'-- III OTHERWISE NOTED. PACIFIC COMMUN' " DESIGN r. - CII s ss IM� I I i 0 / 13+00 12564 SW Main Street Tigard, OR 97223 ��;••, SDim SD +P. • W [T] 503 941 9484 - l.�- - -! -- -! - I STORM NOTES: -- - - 1ST SUBMITTAL: 04/15/2024 J � . . ,�rr . .. . ... l000000000000000, 2ND SUBMITTAL: 06/17/2024 o 1,_ I 3RD SUBMITTAL: 08/28/2024 1 INSTALL STORM MANHOLE PER CWS NO. 010, }� 1 1 SHEET D3.01. 4TH SUBMITTAL: 10/04/2024 1 � 8.00' 2 SDMH SDMH PUE, TYP. PHASE 3 INSTALL 6" PVC STORM SEWER LATERAL C REVISIONS 1C 3A S=0.0100 MIN. PER CWS DWG NO. 520, 04 BOUNDARY NO. DATE DESCRIPTION VG SHEET D3.02. SEE TABLE THIS SHEET FOR vv 4` , `" 114 113 112 111 110 93 LATERAL INFORMATION. oToov to v, av 0o STORM LATERAL TABLE -Ell:, SDLN 6- - - - - • SD SD SD N LOT # STATION LENGTH SLOPE IE AT MAIN IE AT LOT DEPTH o v� I v I "' �� 105 1+54.04 (SDLN-3) 39.00' 6.67% 397.82 400.42 5.00 SDLN-1 SDLN-3 - PLAN 106 1+85.24 (SDLN-3) 39.00' 4.19% 400.36 401.99 6.00 SEE SHEET 301 SCALE: 1" = 40' 107 2+33.18 (SDLN-3) 39.00' 6.96% 404.84 407.56 6.00 108 2+81.87 (SDLN-3) 39.00' 11.47% 409.40 413.88 5.00 109 3+36.84 (SDLN-3) 39.00' 7.73% 414.50 417.51 5.00 110 3+25.22 (SDLN-3) 31.00' 3.56% 413.46 414.56 5.00 440 440 IIIWNII 111 2+84.87 (SDLN-3) 31.00' 9.03% 409.68 412.48 5.00 - - 112 2+30.18 (SDLN-3) 31.00' 7.80% 404.56 406.98 5.00 113 1+83.03 (SDLN-3) 31.00' 3.71% 400.15 401.30 6.00 Il 430 - -• 430 • FINISH GRADE ® - ti s _ 114 1+44.04 (SDLN-3) 31.00' 4.04% 397.52 398.77 5.00 PIPE CENTERLINE - EXISTING GROUND ® --' STORM LA-ERAL, PIPE CENTERLINE / TYP. Qcvex420 173.58 _Fa) 420 12" (PVC) ro i ® S=0.09 36 /' E , co / TYP. Lin / SANITARY 410 , 63.26--LF IPPF , 410 RIVER TERRACE I - 12" (PVC) LATERAL, TYP. o �/ (-.1 ® 5=0.0301 12"SD/4"SS - ! /4,,S ' �>r1.01' CLR PARK 3 0 400 �- _ a z_ 0 400 PHASE 3 M �- i 0.62' CLR SANITARY LINE, o o - /12"SD/4"SS `n TYP. L.Li - -x`�- 0.75' CLR _ STORM LINE, a 00 o = 12 SD/4 SS TYP' C° + z`° o Tr 1- Z M o ii O VI 0.99' CLR = ii -' M w w � ROFF�'( \��INFF "'‘ 390 0 a 6 Ce - N 1390 �, N N N 8957PE M o z w 3 M OREGON J O N1 4 O Ln co qr IC) O O z z w O l 8' J 380 o , ON ON Ln ry CV ry 0N 11 380 �FA. ARE��P OM O O Lfl L[• ON M 43 .-. N•j O N1 • O• N. a; M II M o+ Z .o N- z p EXPIRES: 12-31-25 O U O Z O �' II II - = II J 11 w w C ,- a >.+ _ _ 0 � Q0a � aNQwww � v~i v~irY � � enc 1 1- - fV iv fV U, 3 70 cn to �cn � .- .- � • - 370 ro L d_ ra E - SDLN-3 PLAN Et 360 360 N CLASS 'B' GRANULAR BACKFILL Et BEDDING PROFILE N 0+75 1 +00 2+00 3+00 4+00 N SDLN-3 - PROFILE PROJECT NO.: 146-004 o HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10' TYPE: CONSTRUCTION OP 3 REVIEWED BY: PRE IQ) rn 0 4- 0 0 SCALE 304 40 0 20 40 C m m a Z 1 INCH = 40 FEET 12" INN r ILL,"IE: 371.24 10" IN NEr10.31 6" IN NE354.00 IE: 350.28 _ �� r11.83 IE: 372.58 10" IN NE �.". 378.00 > D ° ° °,7 IE: 350.12 r14.67 °4 10" INW Uri � ° �' o , ' - I~I I IE: 372.04 . p D.'.p° F 4` z ROSLYN D p p.' D y`4. .. 4 ° ° ° °. ° °.D o r10.38 10" IN NW��i �' aDi. . " 4 -JAI piD.° 1 oIN W °> o. .° p � IE: 349.80 lQ '�._ `" 60" SDMH 4F Q ° 48" SDMH 4E .. , o..'° '. 1�: 372.Q4 : >. O. p ° . 354 y aO IE 3048 23W ° �I RIM `0.68' "4.. Y�12' RIM: 376.87 ° . ° 12' INN - i 4 ` p , p o " fo6">l`I`l NE #* --.1mig. .25% 4 w �w :� ��°5.22 12" OUT S - ° °�� :�� IE':. 3.72:5$ IE: 348.430.68' "/ , ,, D D4 °a . � Y 4 ." ,\¢ BLACKSTONE� IE: 371.04 ' rr _ii 0.6Zv r10.2112" OUT SW " 1 i ° y D. D :°D IE: 348.23 4 " 12"IN I�. . .� �° 10" IN NW r13.35 0 0 345.00 MAP D D° 371a:24 0 4. 369.00 ° IE: 349.80 12" INN KEY r12.69 IE: 348.43 12" OUT S IE: 371.04 GENERAL NOTES: SDMH 4F PLAN SDMH 4F ROLLOUT DETAIL SDMH 4E PLAN SDMH 4E ROLLOUT DETAIL 1. ITALIC STATION LABELS INDICATE PIPE STATIONING. 2. ALL PIPE TO BE PVC ASTM D3034 UNLESS I I I - I I OTHERWISE NOTED. 1:11:00,0 PACIFIC COMMUNITY DESIGN STORM NOTES: 12564 SW Main Street Tigard, OR 97223 H. / 1 INSTALL STORM MANHOLE PER CWS NO. 010, [T] 503 941 9484 135 136 137 138 u • 139 140 141 PHASE 3 // SHEET D3.01. 1ST SUBMITTAL: 04/15/2024 �r 142 BOUNDARY 2ND SUBMITTAL: 06/17/2024 143 4TH SUBMITTAL: 13RD SUBMITTAL: 08/28/2024 /2024 W 1B INSTALL 60" DIA STORM MANHOLE PER CWS SDMH `_ SDCB SDMH DWG N0. 010, SHEET D3.01 PARCEL 2 4F 4E.2 4E 144 1B 8B 1 2 INSTALL 6" PVC STORM SEWER LATERAL @ REVISIONS // 5=0.0100 MIN. PER CWS DWG NO. 520 �/ NO. DATE DESCRIPTION � I. � �•' � 6� SHEET D3.02. SEE TABLE THIS SHEET FOR DDi>;:. D°>°DD; DDDDDDD°D i> ., DDDDD ;DDDD°C D°DDD • D D ,,, , Dp ,D•D . D SDCI // D D D D D D" D D D D D D C D D . \ / ,' . :V : -- -- ____--- --- LATERAL INFORMATION. D D D D D D D D D D D D a��a��,DD D 4D 2 /�/ XW XW XW• kW XW X R� °D'D . \ / 5 4+Uo t+uo SDLN-4 �1' �.1 3B / - SO - SD I - SO I SD - SD - I SD - I SD !t ;;♦ DDDD / / 2A INSTALL 6" PVC STORM SEWER LATERAL ® $ � (S SS SS SS O \\� D D D D . /� // 19+00 18+0 / +00 16+00, 7 \_:L 'Z_. . ,111 ..-77---Iltillasia- oS41 �� • 5=0.0100 MIN. TO CONNECT TO 6" WALL SW 163RD AVE �� _ / UNDERDRAIN PER CWS DWG N0. 520, m ° mmp S , , ��4=�'+� �� / SHEET D3.02. SEE TABLE THIS SHEET FOR DDD°D°'D DDDDDDDDDD>°DDDDDDD°°'°DD Dp Dp Dp DDi DDDD >DDDD°D'DDD•D°DDD.»D° D ' D°DDD DD 11_ \_ ° ° .�� c LATERAL INFORMATION. _ 41441VDDDDD O 3 INSTALL INLET CATCH BASIN (CG-30) PER 2A�� 8C 2 8A a D- °DDDD° ,~EX SDMH�X c- SDCB (TYP) \ D °DDDDD 4D CWS DWG NO. 330, SHEET D3.01. SEE TABLE SDCB ..DDDD /4,�0 THIS SHEET FOR INLET INFORMATION. 4F.1 4E.114' , - 7 00 5 \ < ik 5 CONNECT TO EXISTING MANHOLE, CORE 151 150 149 148 147 146 3A DRILL MANHOLE AND INSTALL SAND COLLAR I 145 / � c- PER CWS DWG 030, SHEET D3.01. SDCl/ CONTRACTOR TO RELOCATE MANHOLE 4D.1 STEPS AS NECESSARY. c -SDLN 5 -1 8 INSTALL CG-2 GUTTER AND CURB INLET ® ® 0 ® 0 ® ® SD • O CATCH BASIN PER CWS DWG NO'S. 300, 310 - l -_ /'7 / a 320, SHEET D3.02. SEE TABLE THIS SHEETI SDLN-4 - PLAN FOR INLET INFORMATION. SCALE: 1" = 40' INLET DATA: 390 390 3A SDCI 4D.1 3B SDCI 4D.2 8A SDCB 4E.1 8B SDCB 4E.2 8C SDCB 4F.1 1+06.88, 16.50' L 1+14.89, 14.37' R 2+28.13, 15.75' L 2+30.24, 9.44' R 5+00.92, 19.85' L (SDLN-4) (SDLN-4) (SDLN-4) (SDLN-4) (SDLN-4) I :Lve)t, SANITARY EXISTING GROUND ® RIM/TC = 346.19 RIM/TC = 347.88 RIM = 355.42 RIM = 355.78 RIM = 376.66 R -reit/tam PIPE CENTERLINE LATERAL, TYP. 10" IE OUT = 341.40 10" IE OUT = 342.52 10" IE OUT = 350.06 10" IE OUT = 350.20 10" IE OUT = 372.12 (1) c° 380 ,_ 380 16.50 LF (PVC) 16.32 LF (PVC) 22.46 LF (C-900) 20.44 LF (C-900) 20.76 LF (PVC) I 28.33 LF ' ®S=0.0988 ®S=0.1687 @5=0.0210 @5=0.0040 @5=0.0040 E 14+38.09, 15.50' L 14+45.59, 15.50' R 15+56.62, 12.50 L 15+60.43, 12.50 R 18+30.48, 17.04' L S60(505� (163RD AVE) (163RD AVE) (163RD AVE) (163RD AVE) (163RD AVE) '� , \ WAlimip, FTER LINE, RIVER TERRACE N 370 _1r v6"WYE�w - �82.68 370 STORM LATERAL TABLE FITTING - 12" (PVC) FINISH GRADE @ PARK c:i IE=371.28 @ S=0.0800 PIPE CENTERLINE LOT # STATION LENGTH SLOPE IE AT MAIN IE AT LOT DEPTH gu 3.99 LF 12"SD/4"SS PHASE 3 0 12" (PVC) 0.75' CLR � 135 4+45.41 (SDLN-4) 32.23' 9.77% 367.34 370.49 5.00 rn 360 @ 5=0.0100 12"SD/4"SS\, W\1111% STORM LATERAL, 360 IL w � v 0.88' CLR �� TYP. 136 4+05.53 (SDLN-4) 32.23' 12.38% 364.15 368.14 4.73 _ ; z w 3 Z 12"S II/4"SS u' c-i 0 z ,r 0 0.7',' CLR �_ 137 3+75.75 (SDLN-4) 32.23' 11.87% 361.77 365.60 5.00 PROF �^ I GO a °O o N r ' • 1, 104.96 LF M M M C.77' CLR \\ ` 12" (PVC) 138 3+36.40 (SDLN-4) 32.23' 12.24% 358.62 362.57 5.00 �F.�G I NeF.j 8 957PE w `+ �rn �u z '� � 12"SD/4"SSA `� ' �� @ 5=0.0806 2+80.90 SDLN-4 di 350 CO 0 ? - - STORM - - 350 G � ' = n ii w w wLINE, 0.75' CLR 139 (SDLN-4) 32.23' 11.33% 354.18 357.83 5.00 1 a a `" - - - TYP. 12" D/4"SS �� OREGON 0 SANIT,RY LINE, 0. 1' CLR -�I ��_ 140 2+38.28 (SDLN-4) 32.22' 6.87% 350.77 352.99 5.00 .3 '1)- 8 ZOO PLO o TYP' 12"SD/4"SS 141 2+03.38 (SDLN-4) 31.51' 6.64% 347.78 349.87 5.00 �FA. ARE�� 0.58' CLR rn 4 340 - - � _ - 340 142 1+66.20 (SDLN-4) 33.03' 4.67% 344.78 346.32 5.00 EXPIRES: 12-31-25 ritir'S- 1 ' CLR 12"SD/4"SS 0.79' CLR 143 1+31.52 (SDLN-4) 33.60' 4.47% 341.98 343.48 5.00 - o J ZZZM 'tu n 0 NI o� - 145 1+20.43 (SDLN-4) 36.22' 1.80% 341.09 341.74 5.00 N rn 330 - - - - - • N N M TM 330 146 2+35.28 (SDLN-4) 37.86' 5.58% 350.53 352.65 5.00 SDLN-4 PLAN � EC �, o+ � zzz o a a M w_ w_ w_ w_ ° N 147 2+77.90 (SDLN-4) 37.77' 7.22% 353.94 356.67 5.00 PROFILE cn - - - < < - OO fV 3 Z3N 0 cr, n � cn d' - - - - 0 N. N. N. 3+27.55 (SDLN-4) 37.77' 8.79% 357.92 361.24 5.00 v 320 •- _ - ^ • r. rn rn M1. 320 149 3+54.90 (SDLN-4) 37.77' 11.60% 360.10 364.48 5.00 '� NNr C n n w_ w_ w_ u 150 4+20.53 (SDLN-4) 37.77' 10.02% 365.35 369.14 5.00 v x H ° H o iv o it PROJECT NO.: 146 004 o w v, " v, E .- .- .- .- 151 4+41.90 (SDLN-4) 37.77' 8.19% CLASS 'B' GRANULAR BACK ILL Et BEpDING 367.06 370.15 5.00 I � TYPE: CONSTRUCTION c 310 310 PARCEL 2 4+98.78 (SDLN-4) 28.33' 50.56% 371.53 385.86 5.00 REVIEWED BY: PRE 3 5+50 5+00 4+00 3+00 2+00 1 +00 0+75 a TRACT J 3+24.27 (SDLN-4) 30.23' 6.15% 357.65 359.51 5.00 o SCALE 4 40 0 20 40 WALL 10 4+94.79 (SDLN-4) 9.21' 2.00% 372.58 372.76 7.10 SDLN-4 - PROFILE3 HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10' 1 INCH = 40 FEET 0 3 0 5 z [C QkJkALBELLEt l ' _____i I-- Iw - Io I I ' . — „) o, ROSLYN I I BLACKSTONE 1 135 136 137 138 139 140 141 142 KEY MAP 143 144 • pvp;p D•Dv DDDDDp DDDD DD DD>DDDDDD DDDDD DDDPDDDp Dp DpC p> '°"D D"D D D D D D D D D D SDCBp X D D DAD D , D D D D > D D D D„ .D D.D.D D D D C >R' L'._• D DDDSDDDDD D D�D-D Fr7 D•D • . \ / J� I . 4E•2'"D.D.D_, GE! fDss RAL 12:0001i1111) SDCB BING PERMIT. [T] 503-941-9484 \ • ,.;.' ' 4D � 1ST SUBMITTAL: 04/15/2024 \ -SDCI /4x 0 \ 4. ALL ROOFS DRAINS TO BE CONNECTED 2ND SUBMITTAL: 06/17/2024 4 4D.1i; TO FRONT LATERAL AND LOW POINT 3RD SUBMITTAL: 08/28/2024 ,• DRAIN TO BE CONNECTED TO REAR 4TH SUBMITTAL: 10/04/2024 151 150 149 148 147 146 ) \ LATERAL. / j 5G 5F 5E 5D (TYP) 5C 5B (TYP) 5A 13A /DCO SDCO SDCO SDCO SDCO SDCO SDCO 145 EX SDCO ' �° REVISIONS 2C o_ 6 6 6 2 6 6 2B 6 4 / �, NO. DATE DESCRIPTION — X STORM NOTES:�l � — � L d - - I—SDLN- SD EXSDMH r ro cq 2.00 / f a 1 D ' 2 INSTALL 6" PVC STORM SEWER LATERAL @ DOUBLE WYE } :: S=0.0100 MIN. PER CWS DWG NO. 520, IE = 359.93 5' PRIVATE SD EASEMENT SHEET D3.02. PHASE 3 TO BENEFIT LOTS 146 151 I BOUNDARY o / 2B INSTALL 6" C-900 WYE. i RIVER TERRACE o, /,,c) `PARK PHASE 2 I N 2C INSTALL 6" C-900 DOUBLE WYE. 4 CONNECT TO EXISTING CLEANOUT. SDLN-5 - PLAN (PRIVATE) 6 INSTALL STANDARD CLEANOUT PER CWS SCALE: 1" = 40' DWG NO. 500 Et 510, SHEET D3.02. NE NE.- 370 370 56.26 LF 15.00 LF I FINISH GRADE @ L — 6" (C-900) 6" (C-900) 41.00 LF PIPE CENTERLINE el � 5=0.0100 6" (C-90C) 41.00 LF @ 5=0.3175 AFTER HOME @ 5=0.0583 6" (C 900) CONSTRUCTION — ` @ S=0.0616 EXISTING GROUND @ 360 ——' __ — e0 LF PIPE CENTERLINE 360 6" (C-900) —\ @ 5=0.1064 Fl ISH GRADE CONNECT T A' ER SITE QcvexWALL DRAIN -- — CoC��NSTRUCT ON 350 STORM LINE, 350 :0(7TYP. E In [n °°- z z -- 6 °� • —— ■ o — 0 Z o ZM Z sC 9°0 \ \� W J \ ,,,, � T� �•� EI z Z E. M 7z48 4' °° �' 4' , 340 RIVER TERRACE 340 � M � M = a 6'�� F T— J • I Nr ON 0`- Nf = ui ` Mo rii Z = • M, u 0 v • Ln •S�0 097), — 5=0.0457 4 M — O � MO .oz - 0.,� �; J zv - -_ _ - - _ _' PARK � II S W W O Q I�LI W W [�O` II M Z _ H - - - ['; Os.,", IL p `... p -1 - o :o :o v~i a :o :o o II w w M M z =O o 0 87.90 L' 6" (C-90Q) — va W W � ,o M J - CAS=0.0 84 PHASE 3 en 330 oN � � L, "' o Z _ 330 L~LJ u IQI 1" J W O O O M 2' `� W _ _ � PROFF on N `i1 W_ w_ ci o u oho ZNI- vim. o Z �G I NFF /$ 320 — — • IA 2 M in 0 M °° co 320 �"8957PE t� O N M W W II M _ O_ 0 - M Nr rn =M = OO • p M = u, vi VI 2 :o :o + Ni- 0 Z o. _ + Z Z O OREGON 0 ON 0 oN ce :o:o x H a 1- e* 00 l9� 8, 2\\,P' `O 310 - CLASS 'A' NATIVE BACKFILL Ei BEDDING _I I W N v N 310 o FA. ARE EXPIRES: 12-31-25 5+25 5+00 4+00 3+00 2+00 1 +00 0+50 0so 1- M a) ra SDLN-5 - PROFILE (PRIVATE) SDLN-5 PLAN Et ea HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10' PROFILE N v (PRIVATE) N 4J a) L N v PROJECT NO.: 146-004 TYPE: CONSTRUCTION OD 3 REVIEWED BY: PRE 3 12 rn 0 4 0 0 SCALE 306 40 0 20 40 a 1 INCH = 40 FEET ,C 0 pL ,WTF« SDLN-1 SEE SHEET 301 — �� ° _ . , — 0 Il ROSLYN _ � Y I Y _JC°1 N ;—� , - vvvvv vvvvvvvvvvvvovvvvvv vvv vvvvvvvv vvvvvv 5 vvvvv`vv vvv ovo• �(' vovo ovvvv000vv o{ o• ..� oovvv�vv vvv vv vvvv-�vvvvvv vo�v�vvvovvv�vovvvv ovvv vv7vovov vvvvv vvvvv v vvv v __ • +CO SDMH +00 SW ROSLYN LN 12+0 SDMH % 13+00 BLACKSTONE ss > ss ss �s -0 — .,.,..,g' .; SDMH— — 3A -SDLN-3 I — I — I — — . I — 1 1 C 0—5D '1 . 15D Sb 5D 1 : il 90F I a 11 • 2+00 w w �� 3 w KEY MAP ICIi QDCBr. �vdvvvv vvvvvvvvv\s6 vvvj/vvvbvvvvvvvv vvvvv/vvvvvvvvvvv vvvvv•VVOIOVVVV SVVVVOVV •Ivvvvvvvvvvv SDCB vovvvvcovov vovcvvv•ovvvvvovo ovvvov vvovvv vvv vvv \b N J 1B.2I / TIn 1 SDMH 1 f GENERAL NOTES: Eil 1B 8.00' PUE, TYP. PHASE 3 1. ITALIC STATION LABELS INDICATE PIPE BOUNDARY `" 114 113 112 111 110 93 STATIONING. N :: A. 2. ALL PIPE TO BE PVC ASTM D3034 UNLESS o SDCO SDCO SDCO SDCO SDCO OTHERWISE NOTED. Pli Di:::0 PACIFIC COMMUN', " DESIGN NE 6A (TYP) (TYP) 6B 6C 6D 6E 12564 SW[TM, Street Tigard, OR • 6 2B 2 6 6 6 6 3. PRIVATE STORM LINE TO BE PERMITTED 223 I — — UNDER SEPARATE PLUMBING PERMIT. [T] 50ain397 941 9484 - — — 7 ) SDLN-6 N �+ ice♦ 2I sD I sipI 1ST SUBMITTAL: 04/15/2024 -F-- 3100 3+30 4. ALL ROOFS DRAINS TO BE CONNECTED 2ND SUBMITTAL: 06/17/2024 66'. IE = 388.32 TO FRONT LATERAL AND LOW POINT 3RD SUBMITTAL: 08/28/2024 ::;I 10' PRIVATE SD EASEMENT DRAIN TO BE CONNECTED TO REAR 4TH SUBMITTAL: 10/04/2024 MN w TO BENEFIT LOTS 110-113 LATERAL. _ �I REVISIONS 1 g 0 N NO. DATE DESCRIPTION .oM -.. 115 116 117 118 119 86 STORM NOTES: I `I �N 2 INSTALL 6" PVC STORM SEWER LATERAL ® 00 / I S=0.0100 MIN. PER CWS DWG NO. 520, j / ` SHEET D3.02. / SDCI\ - - - - — - - - - — - - - v 6 N 1A•1 Im 2B INSTALL 6" PVC WYE. ISD \ W • • ' vvvvvvvvvv vaO. , v .v.°ov vvv O eOvvv vv03v�v O�v�O�v vVO•VvVvVOv VOvj vvvvv v�vvo�v�v�v o�v o�c 4016., • 6 INSTALL STANDARD CLEANOUT PER CWS SDCI SDMH D �i :D D SDMH II DWG NO. 500 &t 510, SHEET D3.02. \1A.2 • 1A �M —55 — s —S�—SDLN 2 ss 0 2B f °„0��'j4- 2A SW BLACKSTONE LN �EMILMI it . < . <4 \' . :'/ I V., •.7/ \ °vvvv°°v°°Vovvvv °°vvvv°v°vvv°vvvvv°�.,vv°v°°v°°gqv°vvv°v°°.. fs vv vvv ovovvcovovvv ovvv vvv ovovv�ovoovo ovvv vovovoovv vvoovvovo vvvovoo vvvvovv � ovvvovoovbvvvov av ov• SDLN-6 - PLAN (PRIVATE) SCALE: 1" = 40' IIIWNII 430 430 EXISTING GROUND @ _ PIPE CENTERLINE 420 — - 420Q WQ1L ievtace - - — / FINISH GRADE C _ _ — — PIPE CENTERLINE STORM LINE, FTER SITE TYP. 410 / — — ONSTRUCTION 410 N �/ FINISH GRADE @— RIVER TERRACE N / PIPE CENTERLINE o AFTER HOME / — ---) 1CONSTRUCTION 4 —L-A II - PARK 400 400 o WATER ,\ LINE TYP. ° 5 .00 LF 6" (PVC)' ..........._____ PHASE 3 M `c 6, 1C-90 S=e.033 15.00 LF w ° 5°.°° ° 0612 — 6" (PVC) N 390 - o�F 6' l�5° 5" @ s=0.0332 _ 390 PROF 6oiC-9°°l �5 ��"�G1NFF-‘ 8"WT/6"SD 5=0.05�5 _ 8957PE ii .35' co(___ z — o w N `9 3 L �i m�o_ J C v N N J ,o .o o N• 0 ^ OREGON cb al 380 > Z w3 0 ° M1 o 380• 6) -4. 2°� cil Z > 0 Li" N N. I j M II .0 + p Z O N rl l�1 �C` I� .o J w M (Ni Ni U so II M v — F A. A RED o Z M o 00 M `0 + � Z 0 Oua w w .o + o0 _ ^' 0 II w w 0 i o n V w EXPIRES: 12-31-25 0 w O M m � en OH — — VI � �o �o lUQ Q IA M C • M H o so N M — 0 NN .o .o LnN Q' .o so 00 N °O .Qo + •`n II 0 ii u w w °° - 370 0 0 M 37 �M • 0 u "" w w V1 N 2 tnw 2 a 1±j H CLASS 'B' GRANULAR SDLN-6 PLAN Et co BACKFILL Et_ CLAS 'A' NATIVE BACKFILL &t BEDDING --(0-•I PROFILE 360 360 0+75 1 +00 2+00 3+00 4+00 (PRIVATE) v -' �r 4J _ SDLN-6 - PROFILE (PRIVATE) v HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10' PROJECT NO.: 146-004 c on TYPE: CONSTRUCTION 3 REVIEWED BY: PRE 12 (i) 0 4 0 0 SCALE 307 40 0 20 40 o a Z 1 INCH = 40 FEET I MANHOLE STEPS SEE I -=-' LOCATE FRAME AND COVER 61 8" MIN. BETWEEN STD DRAWING NO. 100 SANITARY OVER LEDGE OF AT LEAST KNOCKOUT - �- --�` ENCAPSULATED WATERTIGHT SEAL ��1 12" IN WIDTH ��"'!w RUBBER GASKET N7USING NON-SHRINKING �: �� +' ZO ;� •� GROUT. �.,*Ilk F 48" MINIMUM PRECAST PIPE PROJECTING ►• . w • -"' •.�;. BEYOND INTERIOR �� }' WATERTIGHT SEAL cn `-� ••. . SURFACE OF MANHOLE USING NON-SHRINKING • ... . PVC WALL IS NOT ALLOWED ; GROUT BS . L ____da) I • Zr �r PIPE • CONSTRUCT CHANNEL .• SEE DRAWING 030 PIPE En • AND MIN 12" SHELF IN • 12" MAXIMUM - ----- - �' 5" MINIMUM •_ FIELD, 1"/FT SLOPE • FOR SANITARY I ___0 w I.D. SMOOTH FINISH •• -- ••• :a:••' WATERTIGHT SEAL • It r Q •. ... •• '' '•••:.•• GROUT. -►:, 5" MINIMUM HEIGHT OF PIPE �.: PIPE r •.' PIPE TYPE, SIZE, CONSTRUCT CHANNEL AND :: • Y.•••,• AND CONNECTION STEP TO TOP OF CASTING WATERTIGHT FRAME AND COVER.SEE � ',•'.• +;',; 12 MINIMUM SHELF IN FIELD •• •" •I.D. 5L°�.• a• PER PLAN, AS STD. DRAWING NO. 110, 120, OR 130 :.! :..a ; -- -- PIPE a' ; • SET FRAME IN NON-SHRINK GROUTI.D. • s : APPROVED 6"MIN. ° IIA � ' 44. "° :. a CSP °n °' .° '' ` •" •.=-.�� CONSTRUCT ■ u 'i'�'.'.'4'�'1'.'.'. �'�'�'.'.'.':'.' ':'.':':'.'. D. .PI ' ,ti• ' t •. a CHANNEL AND SLIDE NOTES: , •, • • • •�! • • • ••ti••� •• „�••• •_ SMOOTH FINAL CHANNEL TO PVC SANDED BELL 2• •, •i 'a .. o f• SIMULTANEOUSLY • g ,•• - -- • •�i•• ••.• • • ••••• • • •i•• • • •i •• •••. • 3/4 VERTICAL HEIGHT OF PIPE. -- - �° ° •- 1. ALL PRE-CAST MANHOLE SECTIONS SHALL CONFORM .• : i. °'••• i i0• • • •i.• • i.i.i i'r' •• •• • :-';. • • ••• • • • • • ••••• ••• • • . • • ••• • •- • GRADE RINGS 2',4',OR 6' .-_.. "_._ - •=i • • •• • • • • •• • • • • • • • • • •_. • TO THE REQUIREMENTS OF ASTM C-478. ( ) ' ° 8' • ° _.••••• • • ••• • • • ••i • • • ••i • • ••••• - ° • ' ' - PACIFIC COMMUN' " DESIGN • !1 •• • MAXIMUM 12" SET IN 12" MINIMUM OF 3/4"-0" _ . ' •••i •`r:•••• • . •=• • • ••• 2. SEE STD DRAWING 020 FOR POURED IN PLACE NON SHRINK GROUT .t COMPACTED BASE MATERIAL 12564 SW Main Street Tigard, OR CONCRETE MANHOLE BASE. _• • • 6" MIN. 3. ALL JOINTS AND RUBBER GASKETS SHALL CONFORM • STANDARD ECCENTRIC • • •••••••••••••••••••••••••• OPEN INSIDE DROP 97223 • /•/•/•I••••III••••I•I•I•I•I•I•• •I••••••••••••••• TO THE REQUIREMENTS OF ASTM C 443. 36• " CONE MANHOLE STEPS SEE • ••••••••••••••••••••••••••••=• [T] 503 941 9484 ; --• STD DRAWING NO. 100 • • ••�••�•�•�•�•�•�•�•�•�••�•�•�•_-•••••••••••� WITH BEAVER SLIDE 4. SEE STD DRAWING 030. ALL PIPE CONNECTIONS TO •..!'!t_• '•••...'. • ••.-....i°• MANHOLE SHALL BE WATERTIGHT. • - -�; KOR-N-BAND :•, .;. 1ST SUBMITTAL: 04/15/2024 �'•- • POURED INTERNAL iii 5. PIPE CONNECTIONS OF 24" OR GREATER SHALL ••' SMOOTH FINISH CHANNEL 2ND SUBMITTAL: 06/17/2024 48" MINIMUM z r ' TAINLESS TO 3/4 VERTICAL HEIGHT 3RD SUBMITTAL: 08/28/2024 REQUIRE A MANHOLE AND CHANNEL DETAIL. 0 48" MINIMUM y' I N PLACE -EEL BAND OF PIPE 4TH SUBMITTAL: 10/04/2024 6. PIPE CONNECTIONS OF FOUR OR MORE MAINLINES m • U 12" MINIMUM OF 3/4"-0" SHALL REQUIRE A MANHOLE CONNECTION AND CHANNEL • uW J-� COMPACTED BASE ROCK REVISIONS DETAIL. z •' .. r MANHOLE SECTION STORM INTERCEPT :•+•' (VARIABLE HEIGHT) Zr �r PIPE III® NO, DATE DESCRIPTION 7. PROVIDE A MINIMUM OF 8" OF INTACT (UNDISTURBED) •• ' MANHOLE WALL BETWEEN PIPE BREAKOUTS AS • ,'• z to �.. 5" MINIMUM IL MEASURED ON THE INSIDE FACE OF THE MANHOLE. co - U __PIPE WATERTIGHT SEAL 8. BREAKOUT OF WALL FOR PIPE SHALL BE 2" MINIMUM •• twi: f� °:•'. USING NON-SHRINKING AND 4" MAXIMUM CLEAR OF PIPE WALL. +• ' r I.D. 6" MINIMUM AND GROUT. + . f 5" MINIMUM • 24" MAXIMUM OVERLAP +• + _ WATERTIGHT SEAL FLEXIBLE "..,..,• 9. THIS DETAIL LIMITED TO MAXIMUM INTERIOR DROP OF .' 4• ' ' •• :'.' -••'• CONNECTOR •: USING NON-SHRINKING 12" FOR SANITARY CONNECTION AND 48' FOR STORM MANHOLE STEPS SEE •; '•'4•:'' CONSTRUCT CHANNEL AND SEE DRAWING 030. • • I?�° GROUT 12" MINIMUM OF 3/4"-0" :;+'..• " N CONNECTION. STD DRAWING NO. 100 • COMPACTED BASE MATERIAL •; .: • • `r" ;': '• :M•':.••,•.;• 12" MINIMUM SHELF IN FIELD CONSTRUCT "a ''~• ••• • • • • • RIBBED Sill d 10. WATERTIGHT/TAMPER PROOF MANHOLE FRAME AND ••-� • :8" MINIMUM CONCRETE', COVER SHALL BE USED IN ALL EASEMENT AND OFF ' ' CHANNEL AND MIN • PIPE 48" MAXIMUM , I STREET AREAS. SEE STD DRAWING 130. 12' SHELF IN FIELD -• •• •• • •• •• •• • •• •• • • • • •• • • • •• • • • • • K0R-N-SEAL B00TFOR STORM w I• •• ••• •• ••••• •• •• • • •• V' •V • • • • • • ••,• -'o# ' ,jfi&•fi0-fijfi fi fiifi fi•1 fi fi fi fi••fi•-i`i••fi• • • •fib wz II PIPE '�'.'•'�'i'•'•'•'.••'�••'••'•'• •'••'•'• • • • •'• ••• •••'• ,• SMOOTH FINAL CHANNEL TO • ;i• •• •�•••• •• •• • •• •• • • • •.•• •• •• � 3/4 VERTICAL HEIGHT OF PIPE SMOOTH FINISH I.D. • - s AFTER VACUUM TESTING GASKETS �• CHANNEL TO PIPE TYPE, SIZE, BEE: NOTES: 3/4 VERTICAL AND CONNECTION E- :..: 1. ALL PRE-CAST MANHOLE SECTIONS SHALL :.•...... • HEIGHT OF PIPE `,;\ PIPE IPE PER PLAN, AS - --- y• •_ •' �J !'• �• a • �� w 'a •' • APPROVED CONFORM TO THE REQUIREMENTS OF ASTM 3 :' I.D. ,i • r. .:,_ NOTES: :.0 . '• •'l �-; ' ' .�.:, C-478 AND APPLICABLE PROVISIONS OF •' .;•; ;. +' ;�•, '- .• • 1. ALL MANHOLE SECTIONS SHALL CONFORM TO THE REQUIREMENTS OF • !,•i• =• .• • WATERTIGHT SEAL. SEE NOTE 4 •,; SMOOTH FINISH STANDARD DRAWING NO. 010. ..t:; -•1:.a•. •, ASTM C-478 AND APPLICABLE PROVISIONS OF STANDARD MANHOLE, 2. ALTERNATE METHODS TO BE APPROVED BY CHANNEL TO *•n'•r ••• DRAWING NO. 010. •'•'. •; . .•' '•�' < i,,,, ,,,,',,,, •••, •••i„„ 3/4 VERTICAL CITY/DISTRICT. RIBBED PIPE WITH GASKETS "' • • ` CONSTRUCT 12" MINIMUM OF 3/4"-0" COMPACTED • •••••••.•••••••• •••..•••••••••••••••.• HEIGHT OF 2. ALL POURED IN PLACE CONCRETE SHALL HAVE A 28 DAY STRENGTH 3. BOOTS TO BE SIZED PER MANUFACTURER'S CHANNEL AND SLIDE =�-:=•' ' id-..;'.-,•' -•:!:•:•:i_i_:i_: PIPE SIMULTANEOUSLY BASE MATERIAL OF 3000 PSI AND A SLUMP OF 2" TO 4". RECOMMENDATIONS/SPECIFICATIONS. STANDARD IvA\ - OLE PRE- CAST/POUED IN PEACE IV ANHOEE CO\ \ ECTIO\ S OPE\ INSIDE DROP C1eanWate\ IIWNII Services V A\ HOLE BASE C1eanWate\ Services C1eanWate\ Services MANHOLE C1eanWate\ Services DRAWING NO. 010 REVISED 10-31-19 DRAWING NO. 020 REVISED 10-31-19 DRAWING NO. 030 REVISED 10-31-19 DRAWING NO. 080 REVISED 10-31-19 1 r• - .• • • : �' __ ' •_ - ,•_ SEE STD. DRAWING NO. 370 FOR TOP MANHOLE LID FACE OF CURB � •, '.■ •• SECTION DETAILS la _ Ill A AS APPROVED W/ 6:1 BATTER 1/4" PER FT. I I •• = SLOPE • ' ao 6= (TYP) f 1'' _ •• ar SEE NOTE 4 � • 6" GUTTER PAN (12" WIDTH TYP) ap,....i, •a• 1-'A . . 1" FLAT FACE LETTERING SEE NOTE 4 i . IFL.5 (RECESSED FLUSH) • I � . i I : - 4 . FACE OF CURB MI 60" 48"� • T.,��(It c6 O O 1-1 4" _ 36" -- 3" WEEP HOLE LOCATED O r MAX esl .• : Qavt, 1010_ 9 1-1/8" (t01 QvN�.�q s2`� =� r- BACK OF CURB AT BASAGGREGATEE OF G(TYP)�' 24" 6. i .. i _ __Jr. 0 O• 1 �..�,.� IrcoBoz 1�cz' s:ST�'ad O W I O V 'O' t \/''\s• O / 6/, l'- O O \ a a a• • ••. a ,! �� 18" Q I• I -- ' MATERIALS. �", '/�', • ,FACE O'� • WATERTIGHT SEAL /1 billid ' , .- 'GUTTER •: a p ° SEE DRAWING 030 SUMP j ° SO f 0� O AM618 0 66• O PLASTIC: 1 1/2" PICKHOLE CL956 I. • � �' [...._36. 42" ► 1/2" PRE MOLDED :-�48"� 10-3/4" MUST CONFORM WITH ASTM ��'� _ ,�'1� OO OO ~ I 3s" � 36"� RIVER TERRACE � , EXPANSION JOINT B �, B 12" C-478. STEEL REINFORCING �� `� FILLER TYP. •. a ., BAR MINIMUM 1/2" GRADE 60. ,1'� '�� 0 ' �','�•1t, r�0 OY"RX A (TYP.) SECTION A-A ._: O MEETING REQUIREMENTS OF �0;' /��t�/�V��At'' ' PLAN VIEW �, a • • PARK 0 r) ASTM A-615 ENCAPSULATED '9� iU��*'��P • •a \\,.. o v� i� WITH INJECTION MOLDED NS TO S� (16) 3/4' / , �� er o n HOLES AS SHOWN PROJECTED •• + t w IL0. COPOLYMER POLYPROPYLENE BOTTOM-FACE GUTTER LINE A PHASE 3 IL COPOLYMER POLYPROPYLENE PLASTIC WITH SERRATED SURFACES. QF GUTTER WIT OUT s" w j COVER TOP COVER BACK DEPRESSION 4" MIN. CURB INLET OPENING LULL' TOP-FACE OF CURB SECTION B-B PLAN VIEW N 1/2" GRADE 60 REINFORCEMENT / - 1 1/2" BOTTOM FACE OF CURB 6" pi/ MAXIMUM 27" FROM TOP OF FIRST on �•� ��i�ii�i-I çFi O TOP OF LID. PRO? a ��A� Fillirilli�GPly+g-©:�d��i��o�i►��R.,irlG,�01 �i�� • SLOPE TO MATCH SIDEWALK �'(� PROJECTED GUTTER LINE • � G I N - -• "� H 3" WEEP HOLE 1 0cii WITHOUT DEPRESSION �, •: .. SEE STANDARD \ w NOTES: AT LOCATED • a4 PAVED ROAD SURFACE o • , 1. ALL STEPS SHALL CONFORM TO SUB-GRADE : ' 8957PE • • 5-3/4" THE REQUIREMENTS OF ASTM �� `• • ' •Z DRAWING 100 ° e .. UPPER SECTION TO BE 48" CURB Ci1M� "'� 24 3/4" DIA. AGGREGATE f=„ ca FOR STEPS INLET. SEE STD. DRAWING 370. G • • TYP az� • `� , �\ / r •a a -.1--4 AT BASE OFLAGGREGATE �9 OREGON\93 �, .• C-478. (TYP) H 3 ��` 54" ► 20 O `_� • : • ,• 2. MANHOLE STEPS MUST BE 1/4" 7/a 4. �� • ° l9 8' P� O • �IIIIII�III TIGHT AND FIRMLY EMBEDDED. J • `�� „ F �6" MIN. TO 10" MAX. FOR POURED IN PLACE lip, ��, I,� 8' • ••• •+• 30" • `s • w • 5" WITH REINFORCEMENT FOR PRECAST A• AR • , a • ■ ' 3• . ALL STEPS WITHIN A MANHOLE �ii�-� ♦ � WPIPE SIZES EXPIRES: 12-31-25 o •••• SHALL BE OF THE SAME -� I 30" 1 1/2" 36" m _�' VARIABLE NOTES: o :.• DESIGN, TYPE, AND SIZE. 0 F N • ,•• • a 1. PRECAST CATCH BASIN SHALL BE CONSTRUCTED IN ACCORDANCE 1- a .4' • 12" (MIXING OF UNMATCHED STEPS 2 7/s" 6„ SQ' 1 1/2"- A WITH ASTM C-478. M •4 a;:a'■r IS NOT PERMITTED). FRONT VIEW GUTTER LINE "E 3"MIN. . . 2. NON-SUMP INLET MANHOLE SHALL BE CHANNELED. 3. ALL POURED IN PLACE CONCRETE SHALL HAVE A 28 DAY eclw !�,I IIIIIIIIIIIi 4. STEPS ADJUSTED OR ADDED 7 1/2" SQ. • • STRENGTH OF 3000 PSI. AND A SLUMP OF 2" TO 4" ,�m SHALL BE EPDXIED IN HOLES PERSPECTIVE VIEW SHOWING =-=1 �_ a•.: : . - THAT ARE FREEPOF MOISTURED ET 22 1/2" DIA. 18" • coDEPRESSED GUTTER AT CURB INLETt• e STORM • ASTM C881). SECTION VIEW NOTES: 1 a SUMP . 6" BENCH SLOPED TO CENTER TO FACILITATE CLEANING. DETAILS 1. ALL POURED IN PLACE CONCRETE SHALL HAVE A 28 DAY STRENGTH OF 3000 P.S.I. • a " N AND A SLUMP OF 2" TO 4". •• 6 • • • ° -0 2. INSTALL STRUCTURE ON MINIMUM OF 8" OF 3/4"-0" COMPACTED BASE MATERIAL. • • • ._• • • • • • •• • •,.., v 3. NON-SUMP INLET CATCH BASINS SHALL BE CHANNELED (E.G. FLOW THROUGH CBs). T •_. • • . .=• • • • _• • • • • • •.. • • .�' 12" MINIMUM OF 3'4" TO 0" COMPACTED BASE MATERIAL. 3-3/8" FOR PLASTIC N SAFETY STEP 4. WALL THICKNESS SHALL BE 6" MIN. TO 10" MAX. FOR POURED IN PLACE STRUCTURES. •_•_•_•:• ...............:....!_•_•_:•__•__•__•_�:• 5. PRECAST STRUCTURE TO BE APPROVED BY DISTRICT OR CITY, REINFORCEMENT FOR PRECAST CATCH BASIN SEE DETAIL #110 FOR MANHOLE FRAME SPECIFICATIONS. SHALL BE REBAR MEETING ASTM A-615, GRADE 60 OR WELDED WIRE MEETING ASTM A-497. SECTION A-A V7 IvA\ HOLE STEP STORM WATER MANHOLE LID INLET CATCH BASIN ( CG- 30) CURB INLET IvANHOEE PROJECT NO.: 146004 C1eanWater Services C1eanWate\ Services C1eanWate\ Services (CC- 48 V . H . C1eanWat\ Services TYPE: CONSTRUCTION an DRAWING NO. 100 REVISED 10 31 19 DRAWING NO. 120 REVISED 10-31-19 DRAWING NO. 330 REVISED 10 31 19 DRAWING NO. 350 REVISED 10-31-19 REVIEWED BY: PRE 12 rn 0 4 0 co IR D3 . 01 PROPERTY 1. ALL STORM AND SANITARY SERVICE ''B'' "A" PIPE LINE OR LATERALS SHALL BE MARKED ON THE CLASS CLASS A SIZE AS UTILITY TOP FACE OF CURB AS FOLLOWS: 3�4" SQUARE SPECIFIED EASEMENT SURFACE RESTORATION - � •STORM DRAIN LATERALS "D" AS SPECIFIED A A B B •SANITARY SEWER LATERALS "S" SEE STD MOUND EXCESS NATIVE MATERIAL CONCRETE COLLAR 2. LETTERS SHALL HAVE Y2" MAX. WIDTH OVER TRENCH TO ALLOW FOR :Ipri M DRAWING 600 ANDAMAX HEIHTOF4" SETTLEMENTSTANDARD CAST IRON ❑ I 1I �� T-CUT ASPHALT FRAME AND COVER 3. LETTER SHALL BE CENTERED ON TOP "MIN DETAIL Tff=1I1=1I-_ ff DRAWING 510 STANDARD MANHOLE 4 ❑ _ GRADE RING '+ A FACE OF CURB. I=I - =II-ICE'..,-- Yrj, S SECURE 2X4 IN PLACE c d 11 �� II 11 IIF 11 "' "' • 11�III 1�� "��I I I"I I I11 (NON-TRAFFIC APPLICATIONS) 4 ❑ Litz: ❑ D AGAINST PLUG W/ CURB STAMP DETAIL _• •° ° lIIIIII ' 1:1BACKFILL TO PREVENT - °' - ° c II I�I-. I�I IIEI 1 I I PLUG BLowoFF ;III III III-III-III- J III-1 �12" 3/4" �_;=_ 1J-]J l=-I 11 Jll 111 / 111 c NATIVE TOP SOIL ,. :___ __ __ 4" MIN. - 11' I1' IF TOP SOIL EXISTED Ili FINISH GRADE 1 i i i i-i T r i ii III- J J]ll] 95� COMPACTION COMPACTION -_' PRIOR TO EXCAVATION. -III _ I I=1 -1I1 J-JJ-IIII WITHIN3s" of . 7/9/0% .I I (ASPHALT, CONCRETE, OR OTHER) =I I=I -- I=III-I L��J J� 111 • SURF _- 1=I =I I= ':4T-•_ III=1 WATERTIGHT PIPE PLUG HEIGHT _ PROPERTY LINE OR I I- b / ACE _ -1z- WITH STOPS OR 7 g OF HEIGHT: TOTAL UTILITY EASEMENT UNDISTURBED -I I-I 1-I "'_=-� WATERTIGHT THREADED / " STORM 12" 2X4 LENGTH OF 2X4 -III °' a . / I I EARTH '1 I-I I- ', ;'III-III= CAP AS APPROVED BY 10" OR LOT#: AS SHOWN ON �� UNDISTURBED �1 I �90% COMPACTION /MATERIANATIVE L -• I II I -1 1 I-1 1 1- �1�i=III=, LOT# • ' BELOW 36"OF --I I IIII--L _.:: - - LOCAL JURISDICTION. SANITARY PLANS MARKNGSFTO 2X4 EARTH i i ° SURFACE / al Pliii:0 E l. _••-I 11-I 1 I- 1 MIN -III-III _-III=11 MAIN 36" 11 PACIFIC COMMUN' " DESIGN k.�T-_, 1 I 1=I 1 I- _.-- _ PLAN FACE STREET a c ' / -1I" I _12" MIN. CLEARANCE -III-III= • • 1-III- PROVIDE 3/4"-0 FOR 6" SECTION B-B ,- 12564 SW Main Street Tigard, OR Altr�� I 1 I- ��C �+!I I-I I i COLOR CODE SURFACE I / / _ �� • A MINIMUM OF 6" (GREEN-SANITARY) DEPTH •/ / 97223 3 4" - 0 CRUSHED / -I - '`'•-� -1 AROUND CLEANOUT GROUND A_ (WHITE-STORM) 12 VARIES ° ROCK.... a: / I 1• [T] 503 941 9484 1" MIN. Cal 1 �' OVERLAP um 6 1 MIN. 1-'1- 1 n Y�9" / / 2ND SUBMITTAL: 06/17/2024 - 1ST SUBMITTAL: 04/15/2024 ;,. 1a" 36" m ° •° 3RD SUBMITTAL: 08/28/2024 PROVIDE 1/2"GAP (MAX.) =I - v �' - NOTES: I / / �' BETWEEN CLEANOUT PIPE 1I1E1 1:I11-11 I n AND GROUT COLLAR. ,I-III- -1: I I h 1. FOR NEW CONSTRUCTION ALL SIDE SEWER a f ° °a e iIIII-I III= SECTION A-A AND SIDE STORM PIPELINE CONNECTIONS GROUND a I °°- 4TH SUBMITTAL: 10/04/2024 1=III-III= •'„ I: TO 8" AND 10" MAINS SHALL BE WITH SURFACE MAGNETIC- j 3/4"-0 CRUSHED d • SEE NOTE #1 _ ROCK PIPE ZONE • - . 1 =I I= � _I -_ FACTORY FABRICATED "TEE" FITTINGS TAPE ° • 1 2 PIPE I I-1I wl=III=I_ SEE NOTE #2 , c O.D. PLUS 6" ____L __ UNLESS OTHERWISE APPROVED. d c I • d REVISIONS I-1 1 III-r II I •►_I -I I- 1 2. PIPE MATERIAL SHALL BE ONE OF THE 111=1 1= Ni( •• d ° a II-ICI-I�1= 11-ICI-III. \ `� r __ _ �I1II"II1= Al=1I1 •� �'II1=1I1=1 \ FOLLOWING II1=1II�III1= o ,11I`'i= `�`i`% i`'� ' NO. DATE DESCRIPTION I=1II=1 I-I I-I III-I I= •'-•'-I I-I �\ A. PVC ASTM-D3034, ASTM-csoo -I 1- _ . . . . .._•_.. JJl i I I�I IIIIIII III1I IIII-I Y • 111-11I=11 \ B. DUCTILE IRON CLASS-50 LABEL MAGNETIC TAPE WITH BLACK LETTERING STATING 111= I �� _��_��• �•f_�o•�•e, �-i (STORM ONLY) _ IIIIII ` ! L ! L _• . . • . ,- T.• •:Z •gA •'•.• •-•'- it:NI 1E1I1E1II- NOTES THE FOLLOWING -II w PIPE/BEDDING llll _ �• �•� �•- -�Ii= illEiiC. A-2000 PVC ASTM 949 FOR SANITARY: "CAUTION SEWER BURIED BELOW." 1 1 1- _I I.I•I•I•I.IlI• . •�:�•�•�� - I=I I=1 I r- , ,• err L-L • L ..:-.•: •r - D. PVC RIB MEETING ASTM D 1784 11_ ...•.. • .-.•=..r-.•:_..:_ • . .. . . .• zei 1 ,e ftrei 141ft--C 1•I=I 1I�1=I. 1. Y4" ALLEN HEAD BOLTS FOR STORM: "CAUTION STORM DRAIN BURIED BELOW." I-I I=��1�1.1�1�1 1�1 1� I�L1�1.1.1�. =I I= I=I 1- , - �_1�1=1 11= 1" LONG RECESSED. E. CPP MEETING AASHTO M252 PLACE 18" ABOVE TOP OF PIPE AND AGAINST 2X4. III F _ I III <�i 1•• � - _ -III=1 1-l . . I 1=III-I 1 TO HAVE BOLT DOWN COVERS. 6 -� ;I I=I I III III-III=III I-III I III III-III-I I- -I 11=T= III-_ -111-I 1 I=I 1 I-1 11_I 1 I-1 I I I I I-I I I-I I 11 I I=III-111- + 3. MATERIAL SHALL BE GRAY / _ - - ��zr•zr-. _ • - i M -III. -111-1 1=111 -� 1=11I TRENCH STABILIZATION: dtO O�10.;:• a;i• •• •• 111-I I I-11 CAST-IRON, ASTM A-48, -I 1/2 PIPE O.D. PLUS 4" MIN. FOR PIPE SMALLER THAN 18" IF REQUIRED, TRENCH STABILIZATION .=1.=1..=1 ••• ra•j = 1=11I I CLASS 30. III- 1/2 PIPE O.D. PLUS 6" MIN. FOR PIPE 18" AND LARGER SHALL BE SPECIFIED SEPARATELY I= CAP/ AND PLACED PRIOR TO PLACEMENT 1 Atli �'�'-_- PLUG ' OF BEDDING MATERIAL. Div3 4"-0 CONCRETE ENCASED . A �,'�. -� 18" .." •� ��- �ti-•:_- -A::�.I..► I -I .1 NOTE• / BOTTOM OF WYE 3/4"-0 1�1z.- +'.'.�-•. .''_��'� � �I:�i....=- FOR PLASTIC PIPE MMMMMMMI ,.: �`• • z .. !- �•��• • • 1. ALL COMPACTION 2. THE TRENCH WIDTH EATIR THE ESURFACE OF THEGROUND NSHALL OBEA KEPT STO AOM MINIMUM NECESSARY TO 'L•"•-•!• ••'-L�-••"-,t1-•••--' MINIMUM SLOPE FOR 3/4"-0 PIPE ZONE INSTALL THE PIPE IN A SAFE MANNER. NOTES: I�.��•. pjez0%'01- 3. THE MINIMUM TRENCH WIDTH IN THE PIPE ZONE SHALL PROVIDE A CLEAR WORKING SPACE OF SIX .. L L L •r 6" PIPE = 0.010 MATERIAL AS SPECIFIED 1. CONCRETE ENCASE ENTIRE WYE SECTION AND 45 DEGREE BEND IF CONCRETE OR DETAIL '-'•'•►- • '-'` 4" PIPE = 0.02o INCHES OUTSIDE THE MAXIMUM OUTSIDE DIAMETER OF THE PIPE BEING INSTALLED. *! ! L-_� ! �-L 4. IN ALL CASES, TRENCHES SHALL BE OF SUFFICIENT WIDTH TO ALLOW FOR SHORING, PROPER JOINING DUCTILE IRON PIPE. 'V! • ��• Ze' I OF PIPE, AND BACKFILLING OF MATERIAL ALONG THE SIDES OF THE PIPE. 2. STANDPIPE TO BE SAME SIZE AS MAINLINE UP TO AND INCLUDING 8" PIPE. MAINLINE GREATER THAN 8" SHALL HAVE A 8" STANDPIPE. ELEVATION STANDARD CLEANOUT CLEANOUT FRAME SIDE SEWER / SIDE STORM TRENCH BACKFILL IIIWNI CleanWater Services AND COVER CleanWater Services PIPELINE CleanWater Services DETAILS CleanWater Services DRAWING NO. 500 REVISED 10-31-19 DRAWING NO. 510 REVISED 10-31-19 DRAWING NO. 520 REVISED 10-31-19 DRAWING NO. 590 REVISED 10-31-19 EXPANSION JOINT B SEE STANDARD RECESSED SEVEN NO. 3 BARS 28 3/4" A DRAWING 320 EXPANSION JOINT ONE NO. 5 TWO NO. 3 AREA AT 5" O.C. STANDARD MANHOLE FRAME FOR FRAME BAR BARS 27 3/8" AND COVER (TYPICAL) 1 -I -t-\L I 1 AND COVER A 58" DIA. SEE STD DRAWING 110, 120, 130. WillIMIEW ��O60� IN ■ CO • IMAMM .d . r . „, : 12" a .. • . o• • • i111111 °, a G 'a OTYPR . ° •1■1■1■1■1i1■1■1i1■1■1■1■1■1■1■1■1■1■1.1■ . • i- d • ' ° -�11 ° n TYP. 5/8 EACHEND S L2 1/2 ��- - -- R:avt, moj m • BY RSOICTAILON IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII ,/4 X BOLT TYP 8 �r:, 25"�,:: MAX. NO • ° d C '4 o. b • TYP °' a '.a N d IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 321/2" ---- • ° •2 1/2" x 1/2" CONSTRUCT CHANNEL a%. ° TaperIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII . ` SQ. EDGE FLAT BAR- AND MIN 12" SHELF IN 1I �1 SECTION A-A FIELD. 0 2 2 a.d 48" MINIMUM m a' ` ' ■1■1■1■�■1■1■1■1,11II \I■1■1■1■1■1■1■1■1■ WATERTIGHT SEAL a RIVER TERRACE B USING NON-SHRINKING o SEE PLAN VIEW - STANDARD CURB AND GUTTER PLAN ;4;,' ANGLE OUDRAWING 030. in PARK A SEE STD DRAWING NO. 320 ■ ■I RECESSED CURB INLETS TO BE FOR FRAME AND COVER. 0 1 1/2" OF FALL , z PROJECTED REINFORCED CONCRETE INSTALLED IN SMOOTH FINISH CHANNEL � P HAS E 3 c 1 GUTTER ACCORDANCE WITH DRAWING 310. VARIES TO 0 UNE -7 1/2" MATCH CURB TO 3/4 VERTICAL HEIGHT M IL TYPE OF PIPE PIPE • n ° 13 1 2' <d I.D. w TOP OF 1 1/2 6"± / = 6„ . . ° PAVEMENT N a �1 1�2 1/2" B 0- - - � �'. 3/8" X 2 1/2" FLAT • �''a� .a. BARS AT 1 7/8" ON .•��" �� a. . • C °a „/, ,,�/, 5�/n - rI If II II' II If 'I Emis■inimmiI� 12" MINIMUM OF "B PR on d' d. } 1 1/2" 2" I� CENTER y N No. 5 BAR 1� ; 0' y'r4 ?: .:•.. OFF • J �I� 11 3/4"-0" COMPACTED ` •: 4. . 3" IIII��/I/I'1/I BASE ROCK '. ` I"FF A 6" MIN. .p $. H -••- • . WV NORMAL SLOPE 3 1/4" • �I� ~ 8957PE -m-1 0 • OF PAVEMENT . �:' 111111��111111 . . . . .. . . . .. . . . . . . . .'. • • • ._ MINX ° • ,:-_- """ s• a . . . ... . . . ... . . .-• • • • • • • • •-.,• • .- 0 3" �� 1 ROUND IIIIIIIIIIIIII SS m � 2 BARS 3 8" • •:• •- - co WEEP ( M a r 1 1/2" 16" 1/2" / <w OREGON N o HOLES O MT "''�� 32" 32„ Z v 6) 9r $ ZOO �c. ° a 6" MIN. TO 10" MAX. 4 f IIIIIIIIIIIIII FLAT TOP -fir, . ��,�. 11111111111111 A. AR o - . :°� FOR POURED IN f 18, < 2 5/:" .• PLACE OR 5" WITH o z EXPIRES: 12-31-25 0 ' + REINFORCEMENT SUMP , ,�:d.: �o O WATERTIGHT SEAL FOR PRECAST a • _ IIIIIIIIIIIIII o SEE DRAWING 030. :• :a „ a 4 6„ NO. 3 BARS OPTION: CONST. JOINT= NO. 3 1/3 OF SURFACE AREA BAR---..........„. 25 1/2" i_ 11111111111111 28 27 M I 2" L JI 11 JI II Al 111 ' 1IEI,IEIEIEI j NOTES: - SECTION A-A SECTION B-B •' 9 MIN. 1 1/2" 1--2 1/2" 1 B 1. ALL JOINTS AND RUBBER GASKETS SHALL CONFORM TO THE REQUIREMENTS OF ASTM C-433. • SEE HOOK BAR 2. ALL MANHOLE SECTIONS SHALL CONFORM TO THE REQUIREMENTS OF ASTM C-478 AND co NOTES: " • A DETAIL /13/16" APPLICABLE PROVISIONS OF STANDARD MANHOLE, SEE STD DRAWING NO. 010. STORM v' SECTION B-B FLAT EACH END TYPICAL BOTH ENDS OUTER E 1. CATCH BASIN SHALL BE CONSTRUCTED IN ACCORDANCE WITH ASTM C-478. i BARS AND EVERY SECOND 3. STEPS REQUIRED ON FLAT TOP MANHOLES DEEPER THAN 48" FROM FINISHED GRADE TO I.E. DETAILS (2) 2. INSTALL STRUCTURE ON MINIMUM OF 8" OF 3/4"-0" COMPACTED BASE MATERIAL. INNER BAR - OUT. vv) 3. PRECAST STRUCTURE TO BE APPROVED BY DISTRICT OR CITY. REINFORCEMENT FOR PRECAST CATCH BASIN SHALL BE d• -p REBAR MEETING ASTM A-615 GRADE 60 OR WELDED WIRE MEETING ASTM A-497. SECTION A-A MIN. 1 1/2" NOTE: 4. SEE DRAWING 030 FOR WATERTIGHT MANHOLE CONNECTIONS. v 4. ALL POURED IN-PLACE CONCRETE SHALL HAVE A 28 DAY STRENGTH OF 3000 PSI AND A SLUMP OF 2" TO 4". HOOK BAR FRAME AND GRATE TO BE NEW STRUCTURAL ASTM A-36 FLAT BAR STEEL OR APPROVED EQUAL. N 5. CHANNEL REQUIRED IN FLOW THROUGH APPLICATIONS, AS APPROVED. ALL OTHER APPLICATIONS REQUIRE AN 18" SUMP • 5. ALL MANHOLE FLAT TOPS SHALL CONFORM TO ASTM C-478 AND ARE DESIGNED TO MEET N BELOW LOWEST PIPE INVERT. DETAIL H-20 TRAFFIC LOADING. 6. FULL CURB EXPOSURE REQUIRED CANNOT BE LOCATED IN SIDEWALK RAMPS OR RAMP WINGS. U, y7 o GUTTER 8c CURB I \ LET GUTTER & CURB INLET CATCH LATCH BAST \ FAVVE A\ D GRATE PROJECT NO.: 146004 FLAT TOP MANHOLE CATCH B A S I \ ( CG- 2) C1eanWate\ Services BASIN (CG- 2) REINFORCEMENT C1eanWate\ Services 1 (C G 2) C1eanWate Services C1eanWate\ Services TYPE. CONSTRUCTION on '3 DRAWING NO. 300 REVISED 10-31-19 DRAWING NO. 310 REVISED 10 31 19 DRAWING NO. 320 REVISED 10 31 19 DRAWING NO. 050 REVISED 10 31 19 REVIEWED BY: PRE n3 rn 0 4 0 0 IR D3 . 02 z 18", TYP. 6" MIN. ° ° n n O 0 ° O 00 O ° o o ° o o0 ° o - z 0 0_,(-GEOTEXTILE FILTER FABRIC o o o O o o MIRAFI 140N OR EQUAL 5 ° 0 0 ° o O ° ( DRAINAGE MATTING c oO ° oO ° C 6" ° o (Di 0 3/4"-1 1/2" ROCK, TYP. 0 0 , ° o o WASHED Et FREE DRAINING 0, ^ o ` 0 9 4" PERF. PIPE � �� PACIFIC COMMON', " DESIGN 12564 SW Main Street Tigard, OR 2" BEDDING MIN. 97223 [T] 503-941-9484 1ST SUBMITTAL: 04/15/2024 2ND SUBMITTAL: 06/17/2024 0 FRENCH DRAIN 3RD SUBMITTAL: 08/28/2024 NOT TO SCALE 4TH SUBMITTAL: 10/04/2024 REVISIONS NO. DATE DESCRIPTION NE 'OWN' a, co Wei, lehhace, a N O N O RIVER TERRACE U 0 PARK O 0 PHASE 3 0 w on -74 J 8957PE w ��a-lirf✓'u" e OREGON cb 0 g 20 F A �A M EXPIRES: 12-31-25 so o aJ L d STORM U, DETAILS (3) N 0 v N aJ a) L N PROJECT NO.: 146-004 TYPE: CONSTRUCTION on REVIEWED BY: PRE n3 D 3 ID 0 3 0 rn O O O z r 0 1ELLE \_ SSLN-A SSLN-C SSLN-B 1 r- L ii SEE SHEET 402 SEE SHEET 404 SEE SHEET 403 _ I I�� IL:p > Ja p �� J �I ROSLYN � „ o I >P... z• D P� o ; w I ��>° D DD to O I DD n ' DD J D I D N D D�a 1.1-E1 /PI' 104 8.00 105 �� 114 115 . ` BLACKSTONE PUE, TYP. T 1 11 l o I r �o , i w+ - - - - � - �- saa N 1 co � 124 1raj - KEY MAP \ D a • • s i SD W W 18+00 SE weif w SD .+1U SD SD Ali 411w \\ °\` ss ss -SW 162ND TER ss ss SDLN51 ss s o Al O O T �_ o, 0 SSMH �D 3ib 7+00 - SSLN-A - 6+00 -- - ,- 5+00 . 4+00 3+ii / 125 - ., D D ,;- > D-,!% D-D D'D'D;..: 'D.�.D:.°v°�D:':';, vpv.. D°D° PPL°D , p"DDp DpD D°D°°D Dp>>>: pD>D°D°CDD. >›>, DpDp DD>.° Altzw; AN ..'� DpDp DDD°DpD>D°D�Dp^DDDD D D D D D D D D D D D D D D D D °D D D D D D D D �. . .'.'- . ''�".r D D > D D D D D D D D > D D D D,DD -_� e • S•� s GENERAL NOTES: D -El b b b E. , \°°DDp DPp;.:p>DDpD°�',/ Plei:0 .... OO fO © - .x„, 1. ITALIC STATION LABELS INDICATE PIPE PACIFIC COMMUN' " DESIGN 12564 SW Main Street Tigard, OR TRACT K SSMH 8.00' k \ PHASE 3 g , SSMH Ix-SITE SSMH \ 9 '�, BOUNDARY �� STATIONING. 97223 A4 A3 BOUNDARY PUE, TYP. A2 \ /i �� A \ -%�''•Ai*/ 2. ALL PIPE TO BE PVC ASTM D3034 UNLESS [T] 503 941 9484 \ ��`''��`�! OTHERWISE NOTED. 1ST SUBMITTAL: 04/15/2024 134 133 132 131 130 129 128 127 \\Vey '/ - / _ 2ND SUBMITTAL: 06/17/2024 f , SUBMITTAL: TAX LOT 500 126 \ pf ss A4TDH SUBMITTAL: 100/04/2024 8/28/2024 TAX MAP 2S108CB TRACT I \ \ 11 SANITARY NOTES: \ ►,� 0INSTALL SANITARY MANHOLE PER CWS NO. 010, NO. DATE DESCRIPTION O/ SHEET D4.01. REVISIONS / / � SSLN-A - PLAN O INSTALL 4" PVC SANITARY SEWER LATERAL @ SCALE: 1" 40' // e- S=0.0200 MIN. PER CWS DWG NO. 520, SHEET /7 D4.01. SEE TABLE THIS SHEET FOR LATERAL INFORMATION. 0 ME I CO SANITARYREOV EX Xs LINE.LEAN CONTRACTOR UTANDEXTEND TO IDENTIFY I.E. AT END AND EXISTING PIPE SLOPE AND NOTIFY ENGINEER OF ANY DISCREPANCIES. CONTRACTOR O VIDEO INSPECT 440 440 DOWNSTREAM SANITARY LINE 20' FROM CONNECTION. CONTRACTOR TO PROVIDE A VIDEO TO THE CWS INSPECTOR FOR REVIEW AND APPROVAL. 430 41.42 LF 430 8" (PVC) SANITARY LATERAL TABLE IIIWNI @ S=0.0571 _ ,o\ \ LOT # STATION LENGTH SLOPE IE AT MAIN IE AT LOT DEPTH 420 \, wraiii libi 420 126 2+97.71 (SSLN-A) 39.52' 15.36% 378.58 384.65 5.00 u I SANITARY 127 3+31.64 (SSLN-A) 30.47' 13.18% 380.94 384.95 5.00 _- LATERAL, TYP. Il WATER EXISTING GROLND @ 128 3+68.66 (SSLN-A) 30.00' 17.16% 383.50 388.65 5.00 %Ii%.-410 ` __ LINE, TYP. PIPE CENTERLINE 410 129 4+13.96 (SSLN-A) 30.00' 20.03% 386.64 392.65 5.00 W ievtace cal 130 4+88.20 (SSLN A) 30.00' 16.21% 391.79 396.65 5.00 Qcvex i . ,,, ry w ,__ _ 131 5+23.44 (SSLN-A) 30.00' 18.08% 394.81 400.23 5.00 ra Zi J H } 20p)r _ STORM LATERAL, A �_ � � Ea 400 �' Z z 8" �F TYP. 132 5+73.19 (SSLN-A) 30.00' 16.82% 399.61 404.65 5.00 M N I1F 400 J NA `��96$ �� 9 ( 30.00' 19.44% 403.98 409.82 500o a PIPECTERLINE_ d z z_ w v - RIVER TERRACE D o: s0 N -- , ` ; 6+68.74 (SSLN A) 30.00' 14.14% 408.82 413.06 500 CO cs•4 PARK w uw •O z r, ,r, c,i 7 SANITARY ,� \ 390 m N M o o o LINE, TYP. I ` 390 PHASE3 Es, �p v, v, Ln E2 o0 00 238 w 8"(P��F N N STORM LINE, = o o Z - ®S;0 0693 "Iiiii - \ TYP. 380 PROF ,,, 380 c, N J zw � o oIS \\ ��J�G I NFF"� \ 8957PE N W M M M a 0 I- � H \ di N O+ Lc) O N M M z iavaww �w - N �9OREGON��N370 NNN � � � � �� 30.9' LI 370 �� r o ES g, 2N \ 8" (PVC)- q�F ��Qo @ S=0.2107A. AREwEXPIRES: 12-31-25 01- 360 - JTJ\ /,,c 360 M # o a , °� cJ I rcl J Z v Q 7�� N-INF z M SSLN-A PLAN OM M i +I NI 350 a PROFILE € 350 a � Y + % ZZo = II Q N M _ W w W 17 _ N � im � o000000 II \CII II N\ N 340 - I I1 \ 340 v PROJECT NO.: 146-004 o 1 TYPE: CONSTRUCTION IREVIEWED BY: PRE CLASS 'B' GRANULAR BACKFILL Et BEDDING (5112 330 - 330 8+00 7+00 6+00 5+00 4+00 3+00 2+00 1 +00 4 O SCALE 40 1 SSLN-A - PROFILE 40 0 20 40 ° HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10' m�� Z 1 INCH = 40 FEET r0 1, 1LI MAYBELLE i__I ip.i FlJ i- _ i I� IROSLYN i I °I I BLACKSTONE 11 KEY MAP 152 153 154 155 156 157 158 I SSMH I A4 SSMH 8.00' SSMH �1 ��, O _ A5 A6 C o \ PUE, TYP. TRACT K e O O •• vv°°-•vv - - - - v vv sikovvv . . [�..'f GENERAL NOTES: •v v •ov v "" """ •"• •"• --vo vvo vvvovo v vvvvvvvvvvv vvvvvvvvvv Q � 111101. vvvvvovvvvvvvvv vvovvvvv vvv ovovvvovv ovvv vvv ovvv vvo vvovvov� � vo vvvvvvvvvvvwvvvvvovvvvv vvvvvvvvv vvv PACIFIC COMMUN ' DESIGN ° /� ,r �� 1. ITALIC STATION LABELS INDICATE PIPE • ' ,l�� - »+p8 12564 SW Main Street Tigard, OR /;i \ 8+00 SW MAYBELLE LN 9100 SSLN-A 10+00 - STATIONING. 97223 4f/ O ss I - ss - ss -I • - ss - ss I-ss I (�1 23+50 H H • F- -17+,o i0 [T] 503 941 9484 5� SD SD D 5 5D - 2. ALL PIPE TO BE PVC ASTM D3034 UNLESS �, +�� W �,� +�1. �,� +00 D,_ OTHERWISE NOTED. 1ST SUBMITTAL: 04/15/2024 �- I \ a/ \ a "UMI� !- 1 rD1 9 2ND SUBMITTAL: 06/17/2024 :. ., . vo7v�swvov vvvvv°vo�oovvovvv°°vo°v-°vvvvv°°vvv°°°°vvvvvvvv vs vvvvvv°ovvv°ovvv°vvo +�. .l .. . . . . . . . . . . .. ... . .. O vvv°°vvvvv°-ov°°°°vvvvv°ovvv�°°vvv°°vovvob \ 0 4TH SUBMITTAL: 10/04/2024 111 o SANITARY NOTES: 00 ( 8.00' © \ REVISIONS 7• ' (TYP.) PUE, TYP. \ O INSTALL SANITARY MANHOLE PER CWS NO. 010, NO. DATE DESCRIPTION vvvv, - N SHEET D4.01. W \\ 104 103 102 101 100 99 98 97 \\ •°• �, I O2 INSTALL 4" PVC SANITARY SEWER LATERAL C� ii ,' , \\ S=0.0200 MIN. PER CWS DWG NO. 520, SHEET o `vl � I\ D4.01. SEE TABLE THIS SHEET FOR LATERAL v` . i- v, z I INFORMATION. - to •v e a a XSD I�0-0x - .a :: SSLN-A SANITARY LATERAL TABLE SEE SHEET 401 SSLN-A - PLAN LOT # STATION LENGTH SLOPE IE AT MAIN IE AT LOT DEPTH SCALE: 1" = 40' 97 11+02.36 (SSLN-A) 37.91' 7.63% 427.04 429.94 5.00 98 10+58.44 (SSLN-A) 40.00' 4.71% 426.77 428.65 7.00 NE NE.- 99 10+22.28 (SSLN-A) 40.00' 6.22% 426.54 429.03 7.00 100 9+57.55 (SSLN-A) 40.00' 8.93% 426.13 429.70 8.00 460 460 101 9+34.71 (SSLN-A) 40.00' 9.15% 425.99 429.65 8.00 IIIWNI 102 8+64.38 (SSLN-A) 40.00' 14.06% 422.03 427.65 8.00 FINISH GRADE O 103 8+25.47 (SSLN-A) 40.00' 9.61% 419.80 423.65 8.00 PIPE CENTERLINEIl 450 - 450 104 7+88.31 (SSLN-A) 40.00' 7.94% 417.68 420.86 7.00 EXISTING GROUND @ 152 7+39.52 (SSLN-A) 45.34' 7.33% 414.70 418.02 5.00 SANITAR" i PIPE CENTERLINE LATERAL, TYP. STORM LATE' L, 153 7+76.34 (SSLN-A) 34.94' 18.93% 417.00 423.61 5.00 Qcvex 178.05 LF TYP. 8 STORM LINE, (PVC) 440 154 8+35.47 (SSLN-A) 30.00' 26.99% 420.38 428.47 5.00 440 ® s=0.0063 TYP. co SANITARY LINE, TYP. - - _ ----•__ 155 8+93.96 (SSLN-A) 30.00' 28.17% 423.71 432.16 5.00 rn Its - - - 0 178.06 LF 156 9+54.55 (SSLN-A) 30.00' 22.14% 426.11 432.76 5.00 WATER 8,• (PVC) ��lINIII --- - 430 @ S=0.0571 ■I 430 157 10+08.56 (SSLN-A) 30.00' 19.40% 426.45 432.27 5.00 RIVER TERRACE c.i 1' o 0 0 c.i /� - - 158 10+70.54 (SSLN A) 30.00' 11.88% 426.84 430.41 5.00 PARK J ii - f PHASE 3 ' i I I o 420 .. - J L a 420 W J L ^ in z _Lu .-. O 0 Q r- � v � - m o .0N - , Zoo � PROFF,�'(� � W � � � Oo � a ��GINFF "/ Q zI'll8957PE 410 . o . • 4 NI N QNY3 71-Mo 410 / //�f�/�� aw _ + v~ic� 1� aI J ~ Q - ' N v 6: z 0 N z Z . u , u u w w Ii so N N N .- N Ce 00 Eo 9 8 2 Q` owM r; iFA. ARC-- 4 400 0 r v _ 400 EXPIRES: 12-31-25 aY V Z 2 u Q a 1--1 IL-1� a � a � NIt71 2aoa M N CLASS 'B' GRANULAR BACKFILL EtBEDDING 390 390 ro E 7+25 8+00 9+00 10+00 11 +00 11 +50 SSLN-A PLAN a PROFILE N SSLN-A - PROFILE y HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10' a) v N v PROJECT NO.: 146-004 co TYPE: CONSTRUCTION on 3 REVIEWED BY: PRE (;) 12 rn 0 4- 0 0 SCALE 402 40 0 20 40 o a Z 1 INCH = 40 FEET e I. 1L 1 MAYBELLE 1.\ SSLN-A - — — --1 SEE SHEET 401 E N SD 0— 0 i SD SD — Imo[ Ion _ ,, ROSLYN . t 7oI i �v NI 1,1:2 I vv v BLACKSTONE' 1 P I vvv V. 0. •. 115 116 117 118 119 KEY MAP ) PHASE 3 a BOUNDARY z (TYP.) .v J 1 / •v L. L.)vv ::°::•:°:::::::°:: ° rv,aW;v:11:1:1, oao::°::: °b`v °vvr O00 0 ° SD (n • vvv: 'X v vo vv v v v v 7v v v vvv v v v v vvv v vZ' vvvv yv Y• \ o�°\ w �w w i' GENERAL NOTES: Frili:111111) ° OKSD SD D 13 --SD • IQC PACIFIC COMMUN' " DESIGN P I �� - I - - - 3+43- r 1. ITALIC STATION LABELS INDICATE PIPE \ �k��'`.� 55 55 2+00 s�SSLN-B 33+0 s� STATIONING. 0 12564 SW Main Street Tigard, OR � SW BLACKSTONE LN • 2. ASTM D3034 UNLESS 941 9 ALL PIPE TO BE PVC [T] 503 484 p' - vO vvvOVOvvvvv:ap:Ovvvvv:vvvvvOvv vv:: vvvOv:v{ 223 •.OOvv:OvvvO.OVOvv:vvvvvvv:vv Ovi:vvv:::Ovvvv::vvvv::a:v:V:Ovvvv::vvv0 vvvvv:: OVOv:vv — — — — — OTHERWISE NOTED. 1ST SUBMITTAL: 04/15/2024 kal - - - - - - 2ND SUBMITTAL: 06/17/2024 4# 1 O 3RD SUBMITTAL: 08/28/2024 SSMH SSMH 4TH SUBMITTAL: 10/04/2024 Al B1 SANITARY NOTES: REVISIONS 125 124 123 122 121 120 O INSTALL SANITARY MANHOLE PER CWS NO. 010, NO. DATE DESCRIPTION SHEET D4.01. 02 INSTALL 4" PVC SANITARY SEWER LATERAL S=0.0200 MIN. PER CWS DWG NO. 520, SHEET D4.01. SEE TABLE THIS SHEET FOR LATERAL 2. : -. 7:....w---pi INFORMATION. X 0 SANITARY LATERAL TABLE --_,____Q s xss -ss x: ss xss ss xss ss Op ss ;D OD XSD XSD - , XSD , XSD XSD - LOT # STATION LENGTH SLOPE IE AT MAIN IE AT LOT DEPTH SW PERTH RD 115 1+73.89 (SSLN-B) 38.71' 14.82% 381.69 387.43 5.00 ° 116 2+19.00 (SSLN-B) 39.05' 14.32% 384.21 389.80 5.00 117 2+56.69 (SSLN-B) 39.34' 15.83% 386.31 392.54 5.00 SSLN-B - PLAN . 118 2+91.37 (SSLN-B) 39.61' 12.99% 388.25 393.39 6.00 SCALE: 1" = 40' 119 3+34.72 (SSLN-B) 39.94' 8.23% 390.67 393.95 5.00 OWN' LOTS 120-125 SANITARY LATERALS WERE INSTALLED WITH PHASE 2. 420 420 —FINIS GRADE C Qcvex -re/mace 410 EXISTING GRO ND C PIPE ENTERLINE ro _ _ _ — 410 PIPE CENTERLINE ' a _ STORM LINE, o ' TYP. N i 400 , WATERNW 400RIVER TERRACE o // LINE, TYP. ,_ PARK 01111111111111, ! PHASE 3 M 390111111).11 w 390 IL ifiamil ui 242 6� IS $, k,VCl SANITARY I J o �� PROFF cm 5.0.05 LINE, TYP. o Z z 3 � �G I NF `�� 380 — �; o -i 380 �`y �'8957PE� �� a SANITARY Z aile./ m - w LATERAL, TYP. L1 o i NI ^ I- OREGON J 00 CO N M M O I Vq}' 8 IC) �O ul 370 w m 1 370 kF �� A. AR 7 J o m 3 EXPIRES: 12-31-25 4 � Zz oO 4 N J Z Cac, NO N ,O to - r- N w .O Z _ N 00 1- O N. N. M co 360 a4- Y � % ZZ8 - 360 ci_- = II Q II M II w (t 5) a J - - E �.� m a ( 60 6 - SSLN-B PLAN PROFILE 350 CLASS 'B' GRANULAR BACKFILL ± BEDDING 350 v y 0+75 1 +00 2+00 3+00 4+00 U, N _ SSLN-B - PROFILE v PROJECT NO.: 146-004 o HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10' �, TYPE: CONSTRUCTION on 3 REVIEWED BY: PRE (7) 12 rn 0 4 0 0 SCALE 403 40 0 20 40 o a Z 1 INCH = 40 FEET IC e EL M -I 1E5 1 r -_,- 0- ii-L - _1`O N ROSLYN SSLN-A - I COI _ I SEE SHEET 401 00 o BLACKSTONE II vv Li J 4 KEY MAP o°, A p 70 7 : �3 v �, .° I v» ov vv 00 105 106 107 108 109 )v vv °:4 �v a = SSMH GENERAL NOTES: Pliii:0 ,, 8.00' (TYP.) PHASE 3 4 A2 POE, TYP. BOUNDARY PACIFIC COMMON', " DESIGN vv'' �i� 7v T 0 _ i o v lh °, N 1. ITALIC STATION LABELS INDICATE PIPE 12564 SW Main Street Tigard, OR ° „�\ 1- - 6� - STATIONING. 97223 vv y'`�° oovoo VvvV 0�0° °000 oovo:000°000 0000000000; 000 0 ooQva°°°voo°o y °oo vo"v"� 41-9 °° 2. ALL PIPE TO BE PVC ASTM D3034 UNLESS [T] 503 9 484 \vv I \ � ��' ' OTHERWISE NOTED. 1ST SUBMITTAL: 04/15/2024 f' 1+70A 2�00 I SW ROSLYN LN -+00 3+59 _ 2ND SUBMITTAL: 06/17/2024 0 i0 s SS -SS O_ 3RD SUBMITTAL: 08/28/2024 a V.:� 10-� SDmi. ,+I ISD I Rwinri • I ! - 4TH SUBMITTAL: 10/04/2024 MTM W-I W -W SANITARY NOTES: �0000vpv°°Vvv°vVVVVVVVVvi°°° woo°o,00vovvv'v' REVISIONS v, � ovv•vcvovo•vvv• v•vvvovvvvvvcovvpvvc vvvvvv ovvvovovv ovc vvovv•vvoc� vovv N _ _ ri _ O INSTALL SANITARY MANHOLE PER CWS NO. 010, NO. DATE DESCRIPTION • O SHEET D4.01. 8.00' O 73 SSMH pUE TYP. SSMH 2 INSTALL 4" PVC SANITARY SEWER LATERAL @ -< T Cl C2 S=0.0200 MIN. PER CWS DWG NO. 520, SHEET v t - 1 vv D4.01. SEE TABLE THIS SHEET FOR LATERAL " ln 114 113 112 111 110 INFORMATION. vv v� N vv c V vc to C v° 0 * SANITARY LATERAL TABLE a vv O vv O Q 77 :� SD 0 SD LOT # STATION LENGTH SLOPE IE AT MAIN IE AT LOT DEPTH o° ° vvi SSLN-A HE105 1+55.04 (SSLN-C) 30.00' 16.40% 395.67 400.59 5.00 SEE SHEET 401 SSLN-C - PLAN 106 1+99.24 (SSLN-C) 30.00' 15.12% 398.64 403.18 5.00 SCALE: 1" = 40' NE NE.- 107 2+37.18 (SSLN-C) 30.00' 22.51% 401.97 408.73 5.00 108 2+96.87 (SSLN-C) 30.00' 23.74% 407.21 414.33 5.00 109 3+53.84 (SSLN-C) 30.00' 15.62% 412.21 416.90 5.00 IIIWNII 440 - 440 . 110 3+50.84 (SSLN-C) 40.00' 7.74% 411.95 415.04 5.00 111 2+99.87 (SSLN-C) 40.00' 12.94% 407.48 412.65 5.00 STORM 430 _ LATERAL, TYP. -_ _ 112 2+34.18 (SSLN C) 40.00' 12.97% 401.71 406.90 5.00 _ 430 Il FINISH GRADE @ 1 --- - 113 2+02.24 (SSLN-C) 40.00' 9.48% 398.91 402.70 5.00 PIPE CENTERLINE 114 1+58.04 (SSLN-C) 40.00' 3.19% 395.79 397.07 7.00 ��1x ievtace EKISTING GROUND @ (�/V rci420 PPE CENTERLINE --' 420 a Ln o STORM _INE, ci TYP. S NITARY - RIVER TERRACE N 410 -� 410 N f� PARK �$�a3,;c� o Z 3 PHASE 3 co ' s" lP " ! N 400- r 1 - - @ 5,- N v Ni 400 1 as N s- UJ_ SANITARY- z Ln D PROFF 1 ! LIN= TYP. } 3 - 78.1911 = aoT �'' _ \�� G I NFF � 8" l N � � � E �8957PE �� - � 0400 v, v, `. cn E Co 1111 390 . S-0 390 Gr V o ,- OREGON cb , V l!'f N M V jA�� 8, 2 \-A\� o z o� .o C'7 A. ARE C`` Os O co J Z W Q • ,-Cis oO M 4 380 0 o •o as - + z 00 M D 380 EXPIRES: 12-31-25 Q2 I I L.) Oa + OZO p NM en in O Q. O M M Q WsO1- OZO o = 5, HO f' W - + + Z Z N in N Co Co MH NO Q OW W W c6 v-, v~i C 00 00 00 L 370 370 E LN- PLAN a PROFILE `' I- CLASS 'B' GRANULAR BACKFILL Et BEDDING ►I 360 360 N 0+75 1 +00 2+00 3+00 4+00 G PROJECT NO.: 146-004 SSLN-C - PROFILE (;) TYPE: CONSTRUCTION �' HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10' REVIEWED BY: PRE 0, 0 4 Q o SCALE 404 40 0 20 40 o a Z 1 INCH = 40 FEET 1C Q LkLLLEL � - i ff-I - 0 CI- tol I ROSLYN _ CO_I cDI I I I BLACKSTONE' 11 RIVER TERRACE KEY MAP 135 136 137 138 139 140 141 142 PARK PHASE 3 ��/' / 143 (TYP.) � 144 � ; / - J © - - _ PHASE 3 // F� � �' �'' � - - BOUNDARY / � - �] ,I °�°D°D° Cp on.. eD°' D°D°D°D°D°D°D°D°D+D°•° °D°D° ` \ /••'•' '•• �• D D • •. .� ' / ,,� GENERAL NOTES: 17......00-11i) �� j / 18 'oIIMEmi ou WSW 163RD AVE xW •±11X �� : � \ / / PACIFIC COMMUN', " DESIGN _ / L SD SD �D SD ,,: °DpDD \ / / 1. ITALIC STATION LABELS INDICATE PIPE o• M T O / STATIONING. 12564 SW Main Street Tigard, OR 5 '8 5+0d' 4+00 r+00 t 0$ �� Ap�p°pp / Q 97223 Fill �.ti ti o.► ti ti .:. ti M S'',':' �$Pp� _ 2. ALL PIPE TO BE PVC ASTM D3034 UNLESS [T] 503-941 9484 • D D D D D D D D D D D D'. .. D°D°D°° D° °D°D°D>D°D°D°>°D°D°D°D D ®p . /\�`s. OTHERWISE NOTED. 1ST SUBMITTAL: 04/15/2024 ° ° D D D > D D D>D D'D D D ,:.:•i'r'•`3 > D.DD D D D \ Zx ' 2ND SUBMITTAL: 06/17/2024 �° � �- Q44, °DDD• �•� 3RD SUBMITTAL: 08/28/2024 O DD ° D D . ¢sX�4"°0 SSMH - e °DDDDD.D �i_= 4TH SUBMITTAL: 10/04/2024 D3 Sp2" r . Ds, ,© SANITARY NOTES: REVISIONS 4 l - INSTALL SANITARY MANHOLE PER CWS NO. 010, SHEET D4.01. NO. DATE DESCRIPTION 151 150 149 148 147 146 �} 145 i /�/ 2 INSTALL 4" PVC SANITARY SEWER LATERAL C / h� O S=0.0200 MIN. PER CWS DWG NO. 520, SHEET / -` D4.01. SEE TABLE THIS SHEET FOR LATERAL INFORMATION. i 04 REMOVE EXISTING CLEANOUT AND EXTEND SANITARY SEWER LINE. CONTRACTOR TO SSLN-D - PLAN IDENTIFY I.E. AT END AND EXISTING PIPE SLOPE SCALE: 1" = 40' AND NOTIFY ENGINEER OF ANY DISCREPANCIES. CONTRACTOR TO VIDEO INSPECT THE DOWNSTREAM SANITARY LINE 20' FROM CONNECTION. CONTRACTOR TO PROVIDE A 400 I 400 VIDEO TO THE CWS INSPECTOR FOR REVIEW AND APPROVAL. SANITARY LATERAL TABLE 390 390 LOT # STATION LENGTH SLOPE IE AT MAIN IE AT LOT DEPTH IIIWNI 135 4+89.03 (SSLN D) 40.00' 9.97% 365.89 369.88 6.00 1\ 136 4+47.14 (SSLN-D) 40.00' 8.29% 362.52 365.83 8.00 380 -, EXISTING GROU D CIl PIPE CENTERLINE380 137 4+07.36 (SSLN-D) 40.00' 9.99% 359.31 363.31 7.00 + _ 138 3+78.01 (SSLN-D) 40.00' 9.86% 356.95 360.89 7.00 t STOERMAL, TYP. TYP.WATER LINE, 139 3+24.03 (SSLN-D) 40.00' 10.13% 352.60 356.65 7.00Qcvex ivvtace,Y 370 370 140 2+82.06 (SSLN-D) 40.00' 10.75% 349.22 353.52 5.00 r - FINISH GRADE @ E PIPE CENTERLINE 141 2+37.10 (SSLN-D) 39.51' 10.39% 345.38 349.48 5.00 .o �- ,,,,,,,,,,, ,, % STORM LINE, 142 1+99.90 (SSLN-D) 40.00' 9.39% 342.33 346.08 5.00 N 360 0 �, P 360 143 1+65.21 (SSLN-D) 40.00' 10.58% 339.48 343.71 5.00 RIVER TERRACE °g Z7y4'tr 145 1+51.37 (SSLN-D) 30.00' 9.85% 338.35 341.30 5.00 PARK o� 00 v N o: \�'°806• �\ 43.89 LF 146 2+76.89 (SSLN-D) 30.00' 13.91% 348.80 352.97 5.00 o o . o i $" (PVC) PHASE 3 350 1 a ; w Nib, � ' 350 147 3+21.03 (SSLN-D) 30.00' 16.32% 352.36 357.25 5.00 71- NN " "' , SANITARY w LINE TYP. -� _ 148 3+59.17 (SSLN-D) 30.00' 18.39% 355.43 360.95 5.00 N . 1 . • PROF LATERAL, TYP. 149 3+96.51 (SSLN-D) 30.00' 20.70% 358.44 364.65 5.00 ` GIN '� II I I I I I.I I 340 /°6•°3 � � �� FF� �'• J aQ S 0 08 (p�C� �� - ' 340 150 4+52.14 (SSLN-D) 30.00' 20.50% 362.92 369.07 5.00 8957PE 8 ai o ^ Z Z 2° \\� _ 151 4+73.51 (SSLN-D) 30.00' 18.57% 364.64 370.21 5.00 OREGON I _ .o \ \ Z N - N \ "9J' O\ O N Nl 8. 2 'd- ui I ' rII P �F A. A RE�� 330 0 ,I, 0 N M z o O 0 v 330 EXPIRES: 12-31-25 _ II II 11 LL, w O Z 0 I s v) l/l to E ao 00 �i .0 0' rn en a) en M i_ 320 1I o a a 320 ra N N � N ceO0 - SSLN-D PLAN Et PROFILE D 17 CLASS 'B' GRANULAR BACKFILL E BEDDING 310 310 U, 5+75 5+00 4+00 3+00 2+00 1 +00 0+75 N SSLN-D - PROFILE PROJECT NO.: 146-004 0 HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10' TYPE: CONSTRUCTION on 3 (1.31 REVIEWED BY: PRE ra rn 0 4 0 SCALE 405 40 0 20 40 o a Z 1 INCH = 40 FEET LOCATE FRAME AND COVER MANHOLE STEPS SEE 8" MIN. BETWEEN STD DRAWING NO. 100 OVER LEDGE OF AT LEAST \ KNOCKOUT --0-- -,(,_ ENCAPSULATED WATERTIGHT SEAL /� MI al MI12" IN WIDTH '��! --0-- RUBBER GASKET USING NON-SHRINKING GROUT. • Ix: 48" MINIMUM - _ M p�� w PRECAST �_ = M = 1•.L. _dol . . PVC ' Zr Z•'r PIPE IN CONSTRUCT CHANNEL 00 T 1-1 4"PIPE .... i AND MIN 12" SHELF IN 1 1-1/8" 1�h FIELD, 1"/FT SLOPE ,Ot '0' • 5" MINIMUM 4. : I.D. - 0 ..•• :r••'. WATERTIGHT SEAL L -n QO] • a. . SANDED BELL USING NON SHRINKING ° `. le 'O' MATERIALS- • FITTING �';,y.. ' GROUT. 5" MINIMUM 4011 MAXIMUM 27" FROM TOP OF FIRST- STANDARD FRAME AND COVER OR ... • • :a STD. DRAWING NO. 110, 120, OR 130 12' MINIMUM SHELF IN FIELD -- PIPE 14114. p. PLASTIC: SET FRAME IN NON-SHRINK GROUT �. ':�.'a I D 10-3/4" 6"MIN. CSP a I ° MUST CONFORM WITH ASTM �� - ...',.....4.;::: C-478. STEEL REINFORCING • • , •• • • • • �•• • • • • • • • • • • � �"• � SMOOTH FINAL CHANNEL TO PVC SANDED BELL D. .P I NOTES: .. •• . ,,_• • . • i•. .,i , • •,i • •"•,_• •,. a° �, 12 BAR MINIMUM 1/2" GRADE 60. ,•• - - - =••••i•• • • • i•• • •i • • • •i • •,.. ._• • •`* 3/4 VERTICAL HEIGHT OF PIPE. gigig - ��° ° �°- 1. ALL PRE-CAST MANHOLE SECTIONS SHALL CONFORM .• : i. • • • • • - I 0 MEETING REQUIREMENTS OF TO THE REQUIREMENTS OF ASTM C-478. GRADE RINGS (2",4",OR 6") '"- ASTM A-615Q ENCAPSULATED 12:1001i1111) !1 MAXIMUM 12" SET IN ' - , 8 4 . o •° • NON-SHRINK GROUT 12' MINIMUM OF 3/4"-0" v I�I WITH INJECTION MOLDED I_ 2. SEE STD DRAWING 020 FOR POURED IN PLACE * COMPACTED BASE MATERIAL ; • }' I I COPOLYMER POLYPROPYLENE PACIFIC COMMON DESIGN CONCRETE MANHOLE BASE. , •--� " ' COPOLYMER POLYPROPYLENE PLASTIC WITH SERRATED SURFACES, 12564 SW Main Street Tigard OR STANDARD ECCENTRIC • • • • • • • • • • • • • • • • • • • • • • • • • • • • • j/, ' 3. ALL JOINTS AND RUBBER GASKETS SHALL CONFORM '• • • • , •, • • , •• • • ,•, • • • • • , • • • • , • TO THE REQUIREMENTS OF ASTM C-443. 36" CONE MANHOLE STEPS SEE • • • •-• • • •'• • • • • • • • • • • • • • i-• • • •-• • j� 97223 :=-� STD DRAWING NO. 100 • • • •=• • • • • • • • • ' • • • •7 ' • •-•c• • • •-'-• •.'' 1/2" GRADE 60 REINFORCEMENT j� I [T] 503-941-9484 4. SEE STD DRAWING 030. ALL PIPE CONNECTIONS TO .. • MANHOLE SHALL BE WATERTIGHT. _ •• -� �� K INTERNALN BAND • �'• ••• • • • . •.• • • •'�,•••�.'• • • POURED •-• •: SMOOTH FINISH CHANNEL 1ST SUBMITTAL: 04/15/2024 5. PIPE CONNECTIONS OF 24" OR GREATER SHALL ' 48" MINIMUM Z STAINLESS TO 3/4 VERTICAL HEIGHT 2ND SUBMITTAL: 06/17/2024 REQUIRE A MANHOLE AND CHANNEL DETAIL. 0 -" 48" MINIMUM �'•"' OF PIPE 3RD SUBMITTAL: 08/28/2024 N PLACE STEEL BAND 6. PIPE CONNECTIONS OF FOUR OR MORE MAINLINES w •r " �� 12" MINIMUM OF 3/4"-0' 4TH SUBMITTAL: 10/04/2024 SHALL REQUIRE A MANHOLE CONNECTION AND CHANNEL cn COMPACTED BASE ROCK NOTES: DETAIL. .. MANHOLE SECTION = 1. ALL STEPS SHALL CONFORM TO - (VARIABLE HEIGHT) -�- INTERCEPTP •: 5-3/4"i THE REQUIREMENTS OF ASTM REVISIONS 7. PROVIDE A MINIMUM OF 8" OF INTACT (UNDISTURBED) _ Z •. ' I 4 • A. • !a•' C-478• MANHOLE WALL BETWEEN PIPE BREAKOUTS AS b �1 O .•. __ -- 5" MINIMUM ,_ : ••• ••• • • MEASURED ON THE INSIDE FACE OF THE MANHOLE. - II® NO. DATE DESCRIPTION I U PIPE WATERTIGHT SEAL w f� r'4- N7USING NON-SHRINKING • • t• 2. MANHOLE STEPS MUST BE 8. BREAKOUT OF WALL FOR PIPE SHALL BE 2" MINIMUM N • .. I.D. 6" MINIMUM AND GROUT. I�IIII�IIIIII,�� TIGHT AND FIRMLY EMBEDDED. AND 4" MAXIMUM CLEAR OF PIPE WALL. 4 . 5" MINIMUM ' • • 24" MAXIMUM OVERLAP •_• :•• , FLEXIBLE .., .,• •• •ai • 3. ALL STEPS WITHIN A MANHOLE 9. THIS DETAIL LIMITED TO MAXIMUM INTERIOR DROP OF : �• • •• •' .'• CONNECTOR + -� MANHOLE STEPS SEE •• • -• r ••�•:! ,.• •' ♦ %•.' SHALL BE OF THE SAME 12" FOR SANITARY CONNECTION AND 48" FOR STORM y ' • • CONSTRUCT CHANNEL AND STD DRAWING NO. 100 12" MINIMUM OF 3/4"-0" ;..•• t: ;.;: �; . •.. ••: • • CONNECTION. COMPACTED BASE MATERIAL • .• `•: . • • •` '': •• '+�:;,, - •.. 12" MINIMUM SHELF IN FIELD • ,.. ; DESIGN, TYPE, AND SIZE. CONSTRUCT •.• .'� • • RIBBED 101111 •.• . 12" (MIXING OF UNMATCHED STEPS 10. WATERTIGHT/TAMPER PROOF MANHOLE FRAME AND 8' MINIMUM CONCRETE a . CHANNEL AND MIN PIPE r a: IS NOT PERMITTEDCOVER SHALL BE USED IN ALL EASEMENT AND OFF • ..•i• •�'i_••••,;1•••1,i•••�'••• �_•• �'�'i KOR-N-SEAL B00T • �' )' STREET AREAS. SEE STD DRAWING 130. 12" SHELF IN FIELD • -w •r•r•i•-•r•r•r•-•:•-•r•-•••-••-•••-•-•r•••-••-••i•-••► •. �: •. • • • • •• •••"••••�••••�•••••••••••••.f- SMOOTH FINAL CHANNEL TO 4. STEPS ADJUSTED OR ADDED PIPE • • •'• • ••�-•••••••••••••f•••••••••.:* 3 4 VERTICAL HEIGHT OF PIPE •• r , ,,•_•,••,•••,•••••••••••••,;,; / a, 1IIIIIIII101111 SHALL BE EPDXIED IN HOLES _-_. I.D. _ AFTER VACUUM TESTING NOTES: GASKETS + THAT ARE FREE OF MOISTURE •'• • • 1. ALL PRE-CAST MANHOLE SECTIONS SHALL :: •; .• . . ' •••:• •• AND DEBRIS. (EPDXY TO MEET E__ _t _ - ::•,• .y . ;•':. '• •- • ASTM C881). :. . • . ' : � - IEEE NOTES: C-478 AND APPLICABLE PROVISIONS OF WATERTIGHT SEAL. SEE NOTE 4 a SMOOTH FINISH 1. ALL MANHOLE SECTIONS SHALL CONFORM TO THE REQUIREMENTS OF STANDARD DRAWING NO. 010. • -••• • • • • •• •••• ••• ASTM C-478 AND APPLICABLE PROVISIONS OF STANDARD MANHOLE, 2. ALTERNATE METHODS TO BE APPROVED BY r r r r CHANNEL TO ••.:••••. • • • . • ••.rrr,�•.••• DRAWING NO. 010. / RIBBED PIPE WITH GASKETS /0:0: ••• 07:Wi: O'410: •iXf:W •�� 3/4 VERTICAL CITY DISTRICT. 3-3 8" FOR PLASTIC 12" MINIMUM OF 3/4"-0" COMPACTED • !-!• • • • 0`• • I �`!••!�-••!�` HEIGHT OF 2. ALL POURED IN PLACE CONCRETE SHALL HAVE A 28 DAY STRENGTH 3. BOOTS TO BE SIZED PER MANUFACTURER'S SAFETY STEP 4.:.:i= = .••�• i i:•= v=•=i,4r,4•,44,�i,� PIPE BASE MATERIAL OF 3000 PSI AND A SLUMP OF 2" TO 4". RECOMMENDATIONS/SPECIFICATIONS. STANDARD MANHOLE PE- CAST/POUED I \ PLACE VANHOLE CONNECTIO\ S MANHOLE STEP C1eanWater Services V A\ HOLE 3 A S E C1eanWater Services C1eanWate\ Services C1eanWate\ Services DRAWING NO. 010 REVISED 10-31-19 DRAWING NO. 020 REVISED 10-31-19 DRAWING NO. 030 REVISED 10-31-19 DRAWING NO. 100 REVISED 10-31-19 11111 PROPERTY LINE 1. ALL STORM AND SANITARY SERVICE PIPE UTILITY LATERALS SHALL BE MARKED ON THE SIZE AS EASEMENT TOP FACE OF CURB AS FOLLOWS: 3/4" SQUARE SPECIFIED - •STORM DRAIN LATERALS "D" O A A B B •SANITARY SEWER LATERALS "S" O PRE CAST 4'4" CONICAL CONCRETE COLLAR 4 2. LETTERS SHALL HAVE N' MAX. WIDTH HOLES (2) SANITARY co STANDARD CAST IRON ❑ ❑ ❑ IIIIM MI'" AND A MAX HEIGHT OF 4" COVER ONLY111.4100 i FRAME AND COVER DRAWING 510 STANDARD MANHOLE Q ❑ P a ❑ 3. LETTER SHALL BE CENTERED ON TOP E GRADE RINGmmEmmm ^ A ❑ FACE OF CURB. R:97Atio • O 1 1/2" PICKHOLE ' (NON-TRAFFIC APPLICATIONS) ❑ ❑ b. a ❑ D AGAINST PLUG W/ CURB STAMP DETAIL "{/ Y V SECURE 2X4 IN PLACE N 1MHIMINPFAr 0 ❑ 0 0 , BACKFILL TO PREVENT 3/4" � Q D PLUG BLOWOFF N �. � 4• :IN.FINISH GRADE =III- _1I I-I. III- 1:1 :11: (ASPHALT, CONCRETE, OR OTHER) __�I I-I 1 III- I-I I I�I I- _I 1 1_I I WATERTIGHT PIPE PLUG HEIGHT _ PROPERTY LINE OR RIVER T E R RAC E +., WITH STOPS OR 9 7/8" OF HEIGHT: TOTAL UTILITY EASEMENT U -III I I-I WATERTIGHT THREADED p I I I�I I- !Ir CAP AS APPROVED BY 10" STORM 12" 2X4 LENGTH OF 2X4 I I-I 1 -III OR a� LOT#: AS SHOWN ON -� LOCAL JURISDICTION. SANITARY LOT# APPROVED SET OF PARK I�I I- -III L MIN o - N 1II-I I I=1I• f SEWER MAIN PLAN 36 PLANSACE SMR STREET TO 2X4 o COVER TOP w w II1IEII PROVIDE 3/4"-0 FOR 2" MIN. CLEARANCE I I-I II- 6" SECTION B-B COLOR CODE SURFACE - PHASE 3 z Z IE I I- �_� -I I A MINIMUM OF 6' wMIN. '-�i �i AROUND CLEANOUT (GREEN-SANITARY) N 24-3/4" vwi vwi OVERLAP MIN.1 �- - GROUND (WHITE-STORM) 12 ar) _ _ _ 9"� NOTES: w w / (MAX.)- .i =ice - m PROVIDE 1 2"GAP MAX. - � r 18" MIN a BETWEEN CLEANOUT PIPE III= ii-:� -II 36" bi N I I AND GROUT COLLAR. ,I-I •-"• I 1. FOR NEW CONSTRUCTION ALL SIDE SEWER ¢ �� PRO/45 J 22 1 2 zQ p0 i l I I-_ j-s� _ SECTION A-A AND SIDE STORM PIPELINE CONNECTIONS GROUND o Q m a 1=III-1 "A''' IL TO 8" AND 10" MAINS SHALL BE WITH SURFACE MAGNETIC-a-- > H cK o SEE NOTE #1 I I IE I I- •� ••" III _ FACTORY FABRICATED "TEE" FITTINGS TAPE . �o I NFF u_io 25" co z SEE NOTE #2 8957PE 1 1 m Q I I-I ?,I�I I-1. , D ~ I�I I-I I I� I _�•� I I I�I I- UNLESS OTHERWISE APPROVED. x N i i_ .i -I I�1 E 1 I- , �4 E I IE 1 I- \ � r 2. PIPE MATERIAL SHALL BE ONE OF THE - 11=111- N a / _ _ - \ FOLLOWING III-III-Ill- 0� H -III= I I-I I I- -I I =I I =I I E I I-1 I_ o 11=I IE I-I IE I I=I I IE I I=-! it �:.I-III-I 1 I-_ �`` A. PVC ASTM-D3034, ASTM-C900 I-III- OREGON Q 1 ihk 3" 7" - - - _i I • •;III-III-I1 \ p, B. DUCTILE IRON CLASS-50 LABEL MAGNETIC TAPE WITH BLACK LETTERING STATING III 9 '��„ J . .--. . . .� 1•Iy�� NOTES p (STORM ONLY) THE FOLLOWING: II-II1/2» / r ' - • . • • • - - - - I III=III- / � F o 0 ♦ ♦•�•Iy�•1•�y1y •••�•� III=III= C. A-2000 PVC ASTM 949 w $+ 2 ♦y♦ ♦y�• FOR SANITARY: "CAUTION SEWER BURIED BELOW." I I= 1 • 1 1•• �1=�1_�_I�~ x • I-III-I. 1. Y4' ALLEN HEAD BOLTS Ae D. PVC RIB MEETING ASTM D 1784 FOR STORM: "CAUTION STORM DRAIN BURIED BELOW." I= q� �-�'P 3" 3" =Y I I=III- 1" LONG RECESSED. E. CPP MEETING AASHTO M252 PLACE 18" ABOVE TOP OF PIPE AND AGAINST 2X4. III 1- A' All- - 4 '�'I-III-III- 2. ALL PERMANENT CLEANOUTS I-1 0 / EXPIRES: 12-31-25 •._ / 1I- _Y-g I II-III-I I TO HAVE BOLT DOWN COVERS. 6 _ g 23" 1 -••I=7=I 1 I- I-� •�-�=��• • • - t�!III�II-II 3. MATERIAL SHALL BE GRAY A/ III- sr) 24-1 2" •=� • �- i CAST-IRON, ASTM A-48, / • • � • • � • a. • •' III-I1 II=1 4. t.: --•••• '.. . . •'•a j I CLASS 30. I I I I= CAP M 31" I�I•�•I��y a.. - N • _ - PLUG co SECTION VIEW �- :fic. •r IIII Will 1111 CONCRETE ENCASED •-......+ -.� •-,�.-,_�._.•--•_- I_ 3/4"-0 BOTTOM OF WYE 3/4"-0 �� 1'-1- I 0= 1 • • I:• - SA N I TA RY ra' NOTES, FOR PLASTIC PIPE 7.�.1 .-i�•�dVA''- E 1. SUBURBAN TYPE FOR USE IN TRAFFIC AREAS OF LOCAL AND NEIGHBORHOOD STREETS. .._ ��" O gY t!=-�'-••=-" -' MINIMUM SLOPE FOR 3/4"-0 PIPE ZONE N 2. STANDARD TYPE FOR USE IN TRAFFIC AREAS OF COLLECTOR AND ARTERIAL STREETS. NOTES: !�!�__ �::��%��-� 6" PIPE = 0.010 MATERIAL AS SPECIFIED DETAILS 3. COVER AND FRAME SHALL BE GRAY CAST IRON ASTM A-48 CLASS 30. 1. CONCRETE ENCASE ENTIRE WYE SECTION AND 45 DEGREE BEND IF CONCRETE OR DETAIL ��•�•��.-�.•�.•�.� 4" PIPE = 0.020 U 4. COVER AND FRAME TO BE MACHINED TO A TRUE BEARING ALL AROUND. DUCTILE IRON PIPE. -•��:1W ' 5. 1 1/2" PICKHOLE IN LID FOR LIFTING HOOK. 2. STANDPIPE TO BE SAME SIZE AS MAINLINE UP TO AND INCLUDING 8" PIPE. N MAINLINE GREATER THAN 8" SHALL HAVE A 8" STANDPIPE. ELEVATION v SUBURBAN AND STANDARD �i CLEANOUT FRAME �r MANHOLE FRAME AND COVER STANDARD CLEANOUT SIDE SEWER / SIDE STORM PROJECT NO.: 146-004 4 C1eanWater Services C1eanWater Services AND C 0 V E R C1eanWaterr Services C1eanWater Services PIPELINE TYPE: CONSTRUCTION DRAWING NO. 110 SANITARY REVISED 10-31-19 DRAWING NO. 500 REVISED 10-31-19 DRAWING NO. 510 REVISED 10-31-19 DRAWING NO. 520 REVISED 10-31-19 REVIEWED BY: PRE f2 rn 0 4 o o qi 12 D4 . 01 z I • PACIFIC COMMUNI—" DESIGN CLASS "B" CLASS "A" 12564 SW Main Street Tigard, OR 97223 SURFACE RESTORATION [T] 503-941-9484 AS SPECIFIED 1ST SUBMITTAL: 04/15/2024 SEE STD I MOUND EXCESS NATIVE MATERIAL 2ND SUBMITTAL: 06/17/2024 DRAWING 600 OVER TRENCH TO ALLOW FOR 3RD SUBMITTAL: 08/28/2024 T-CUT ASPHALT SETTLEMENT DETAIL 4TH SUBMITTAL: 10/04/2024 EHEIIEII=-4=" .. ... '"=III="'—III 1 11-1 I REVISIONS S_ RE IONS ° III—III—III—III—III— I—111= III—III—III-11 I-110'r' '�- =1 111-1) I I III—I �J NO. DATE DESCRIPTION '—III—III—III—III—III= a � / / 1-111-1 12" NATIVE TOP SOIL '1 L-11' 1 1 1-1-11 • i f=1 I' IF TOP SOIL EXISTED III-� =111-IIIE 95% COMPACTION . /90% COMPACTION 1-_'' PRIOR TO EXCAVATION. � 11I1 11I11 • WITHIN 36" OF .. 11II1 _ SURFACE 1J_I=11' • . .. . 4 / III- Z � UNDISTURBED -1 11- ' " °' d . • 1-11 EARTH 1 -90% COMPACTION / NATIVE / . III- UNDISTURBED EARTH 1 1 c ' BELOW 36"OF • MATERIAL Llll SURFACE 1=11 a //. 1111� DEPTH d 3/4„ RUSHED / / 11 11' ' VARIES ROCK eI n ° a e 3/4"-0 CRUSHED • ROCK PIPE ZONE • v. d 1/2 PIPE •. ° O.D.v PLUS 6" ° I d ME ° d 4 v 4 .'4 • • • d 3 d , -1 • • 1 •�11 • 1 •V1 . 1II- 3/4"-0 III-I - .- - • -== III—II— =• • • • • •_ • ► i • • • • • • 1 _ PIPE BEDDING III G • • .- • . . • • • .: • • _• • . 1-111-111 —11-e-•-•Algae aeth- ilf./. f.A.A. .Agit • 111-111-11 ] fOic��fi n_0��.#Aitri1l lll=-1L1=-lll1=,,,, 1119 = — _ _ — — —III—III=1 I —III—III—III—I 11=1 11=1 11=1�1=1 11=1 11=1 11=1 11=1 11=1 11—' -I 11111 i 11111-1 I —1 11111 1 111 i1 i 1' 111 I I TRENCH STABILIZATION: 1 1 11 IF REQUIRED, TRENCH STABILIZATION 1/2 PIPE O.D. PLUS 4" MIN. FOR PIPE SMALLER THAN 18" SHALL BE SPECIFIED SEPARATELY 1/2 PIPE O.D. PLUS 6" MIN. FOR PIPE 18" AND LARGER AND PLACED PRIOR TO PLACEMENT OF BEDDING MATERIAL. NOTE: co 1. ALL COMPACTION REQUIREMENTS PER AASHTO T-99 AND ODOT/APWA SPEC 00405. 2. THE TRENCH WIDTH AT THE SURFACE OF THE GROUND SHALL BE KEPT TO A MINIMUM NECESSARY TO QhiejthaCe• E INSTALL THE PIPE IN A SAFE MANNER. We v 0 3. THE MINIMUM TRENCH WIDTH IN THE PIPE ZONE SHALL PROVIDE A CLEAR WORKING SPACE OF SIX INCHES OUTSIDE THE MAXIMUM OUTSIDE DIAMETER OF THE PIPE BEING INSTALLED. 4. IN ALL CASES, TRENCHES SHALL BE OF SUFFICIENT WIDTH TO ALLOW FOR SHORING, PROPER JOINING OF PIPE, AND BACKFILLING OF MATERIAL ALONG THE SIDES OF THE PIPE. TE\ C - 3ACKFILL RIVER TERRACE D -TAILS CleanWater Services REVISED 10-31-19 PARK DRAWING NO. 590 0 PHASE 3 on a cri PROFF , • 8957PE� ce OREGON 9�F A 'A c��,P EXPIRES: 12-31-25 N L d SANITARY DETAILS (2) N 4J L N v PROJECT NO.: 146-004 TYPE: CONSTRUCTION on REVIEWED BY: PRE f2 D 4 . 2 .1 / 1 GENERAL NOTES: 1. ALL PIPE AND FITTINGS SHALL BE DUCTILE IRON, ICEMENT LINED, OF NEW MANUFACTURE AND o T MADE IN THE USA. PIPE SHALL BE "TYTON" JOINT DUCTILE IRON, CLASS 52. ALL FITTINGS SHALL BE EXISTING FIRE I • i ., \Ili- MJ (MECHANICAL JOINT) UNLESS OTHERWISE HYDRANT SPECIFIED. 152 I 2. MIN. HYDRANT FLOW RATE = 1,000 GPM @ 20 PSI. 1 153 154 155 156 157 158 1 3. HYDRANT FLOW TEST HAS BEEN DEFERRED. TYP. 1 1 8.00' PUE, TYP. Al -------) I) f� pp - WATER NOTES: o o a, � ' 'o°o°o°oo°0000 °•j�I o000000000�00°'00 00vvvvv .. . .. . .. . +5� 14\, + - 2 o, TRACT Ko• AM.� ��A°. -. ; ' "- •I■M•I■I■■+ �� ° ° ■\ II�� ' ° SW MAYBELLE LN 00 _ ift p ss ss 21+00 ss 22+ ss 0 A INSTALL 1" WATER SERVICE PER DETAIL 520, SHEET D5.01. ■ r I I I 1 17.......--fii y� SD SD SD SD r I SD SD r 1__,zu INSTALL FIRE HYDRANT ASSEMBLY PER DETAIL 542, SHEET D5.01. PAS`°-°'� COMMUNITY DESIGN yy ! W I. W wM Mil w w -wage o STA:16+6302 17.00'R 163RD 12564 SW Main Street Tigard, OR �\ Ii ■�►i■ � �■l�irma■!'ni/i►�■i■■ 1� !�?: ,� STA:18+89.02 17.00'R 162ND ellGGC�'rC �c �mg Viiii9i��i'o vvv°°°°°°°vv°vv. ` a STA:15+43.01 17.00'R 162ND 97223 4: Q , [T] 503 941 9484 Thi " PV ... • I. 13 \ \ \ A INSTALL 8" 11.25° MJ BEND 2ND SUBMITTAL•. 06/17/2024 STA:22+73.28 9.47'R MAYBELLE 1ST SUBMITTAL: 04/15/2024 A 8.00' 12 3 3RD SUBMITTAL: 08/28/2024 134 I 4 4 A A PUE, TYP. 4 INSTALL 8" 22.5° MJ BEND 4TH SUBMITTAL: 10/04/2024 TYP. ` STA:15+42.27 11.39'R 163RD 151 I I 135 I o I 2 104 103 102 101 100 99 98 97 \` INSTALL 8" 45° MJ BEND REVISIONS EXISTING WATER \ A STA:14+68.04 5.31'R BLACKSTONE + - I I SERVICE I\ \ STA:14+99.30 5.31'R 162ND NO. DATE DESCRIPTION o 1 STA:19+05.70 6.43'R 162ND - I 1 L'. I I \ STA:19+43.29 6.52'R MAYBELLE 133 6 INSTALL 8"X 8"MJ TEE o� o SD © SD -----E to`ir TYP. I - - _n _ Si STA:16+95.02 9.00'R 162ND 1 11 �, 10 INSTALL 8" MJ GATE VALVE PER DETAIL 503, SHEET D5.01. TYP. • - I'vvvI A 136 ; :� �r, STA:16+73.80 9.00'R 162ND .� '�° + 8.00' STA:16+95.01 27.89'R 162ND 150 a �i '`o° I PUE, TYP. STA:17 31.17 9.00'R 162ND 00 0 INSTALL 2"TEMPORARY BLOWOFF PER DETAIL 570, SHEET D5.01. Aiv,,. I I I 105 106 107 108 109 &Hz STA:18+27.83 9.00'R 163RD 1 OE Ivy: ° 137 TYP. I IV"V I- \ ° . INSTALL 1" STANDARD AIR RLEASE VALVE PER DETAIL 590, SHEET TYP. .. . A I ZI 10PUE, TYP. I STA:12+97.77 16.29'R BLACKSTONE 0 \ D5.01. 149 I .I nOvvv v° 1 „, NI �� ®�''"I STA:21+40.83 16.49'R MAYBELLE 131 • 't., • _ _i _ _ ., _ --- STA:12+67.33 16.59'R ROSLYN NI- II... ri I ■i �' • °° ° ° °°°°°°°'°°°° °°°° °°°°°°°'°°°°°° ® MOVE EXISTING BLOWOFF AND CONNECT TO EXISTING 8" L,, . �� 44■ � ' ■Id��00�'rCCCIGGG'fd58 °°°°°°°° °°°°°°° °°°° °°°°° °°° ��°°°°°°°°°°°° °°°° ° ° °°-vv°°v°°v•°v•°vv°vv°°v°-v°°vv°•v°vv°°v°°vv-vv°vv°v•°.vv°v° i� REI li © vvvv•°vvvv.vv v vvv vvv.vvvvv.vvvv- II�� _'i:M■_I■■�,■_■% • �■ik�! IEME �MM■■® _,r ■l��1■!!II■■. ■IwTyr WATER LINE. CONTRACTOR TO VERIFY DEPTH AND LOCATION OF w� v "is NMI SW ROSLYN LN I' . i +i0 EXISTING WATER MAIN PRIOR TO CONNECTION. REPORT148 >- +� SS O xss xss CONFLICTS TO ENGINEER. COORDINATE WITH CITY OF TIGARD a- _ '��® ''.: .'.I,iIIIIIIIIIIII!MI! `'IIII!li�HIIIIIMIliII _ .`.' .IIMIIIIIIIIIIlIIIIII■ �' ■■ 1 r7 SD S SD NM XW xs WATER DEPT. i�I I ® STA:14+33.24 9.00'R 163RD `1� PUE, TYP. �W ■� g., 550 w I • w ■ w I °';' �. - _ wSTA:12+31.59 9.00'R BLACKSTONE F� 8.00' �■ - - STA:23+02.26 9.00'R MAYBELLE 8.00' can �� PUE, TYP. i vi Dl '�0l�tttClIG ■ 44i�44IRMI44!144444 �4444+ �4!. v$ vvvvvvvv-ovvovvovvvv•vvvvvvvvvvvvvvv•vvvvvvv•vvvvv 2+71.479.00'R ROSLYN STA1PUE, TYP. IN I130 , , - ' - - - �.: ` 147 o it 139 iii h lii - - - --F - I -� • I ieVICAte I� 6 e 8.00' ® ® 1 EXISTING FIREils -� o �� PUE, TYP. HYDRANT a R.97eX ii . • I � " I TYP.a, 146 - 140 129 1 10 114 113 112 111 110 1h1 115 II I 8.00' a Ij1J!IIE? 1 PUE, TYP�n+ T Apii �I SD SD 0 _ SD a SD I ® RIVER TERRACE e .N �i isr 1411 128 I . � �, _ PARK _ vf/ itir No� � 1 I A p o 145 / f& jPHASE 3 /0 -a le 142 115 116 117 TYP 118 119 IL I vv. 6 -v N vv 127 © e ® EXIGFIRE4-\)1 PROF(�°° PUE, TYP. HYDRANT ° G I NFF0/v / vv / 1 00 - - - -- �J 8957PE a trAi let • oovvovvovvo• - - vovvovavvvvvv • Camil Z .. �4/4 vir 143 o L • ail wvv° v°v • • ••••EMOV1444�444AMCI ' ONCO 44�4XI XCC CEFIX. 44 X■ tiMO III ' ... O � \ Si IsD - , •� ! I17®■/�� -!■■■M■ d� lrYA�� WAME@■_• ... eI ■I'_I s. OREGON q) \ � /��at. �� ■M w ■ w ��O xw xw ME ■ _ 6 9y a, TO' ,9 Xsp l 00-4` 8" 550 SS ■■r� 9k �,P Xs O 126 SD D I SD hi.I►� au R FA. AREA. I� A ° O ssvIS + Ss SE 13+00 S' 0 12+00 0 .S O - - • 4 1 \ 14 00 �'�_ SW BLACKSTONE LN EXPIRES: 12 31 25 " xsa �II A�■i�i■ 1 �i ■i! 11��li �!■ie = • Ira \ /---. / \ v-vvvvv- ? •"y vvvvvvvv } f - �vvvvvv vvvvv42222i vvvvvvvv-v° vv vvvvv vv vcv vvvv vovv vvvvvvvv v� + \ \! /, �• `\ o4.," vv,vvvvv '4. .. - - - ♦!�C -O y°_,vvvvvvvv vv.. o ,--,(1., -- , __ \41,_' \ 4.4 , , _ _ _ _ F_ _ _ _ - - NN\ 144 / • . ��/ •♦+so h- [71 ) .1. 1 //,,,, ,,� 1 8.00'ms ® WATERLINE 4✓ I / ��o` ` / PUE, TYP. 4 E /�.��,�. / TYP. = PLAN . I \ " \ /wtt. a '°! 125 124 123 122 121 120 N N • \ \ / �`' EXISTING FIRE / N� / EXISTING WATER HYDRANT N /' o'� '� o / \ 1110, SERVICE v It °o / •u ' �: / - 11 � �. . .. . .. . r • IR .• ,•, 4 ��■ o� :; : . • • I TYPE: CONSTRUCTION 3 v oon A �n ° / . k�, O REVIEWED BY: PRE °..� / Sp XSS °°/ -Nc oG) XSS Xss XSS Xss o xss X•s xss XSS/ / Xwjl D_ I_ - XsD - Xsir - - r XSD , X S - SS- 'co / �� I SCALE o / kw xw xw xw x xw xw xw xw xw 40 0 20 40 vv/ /A • / tit A O / 501 /' fit- gal _• - ��•o, , l irk of :� • ve.eeseveeve evveeveL[_ix.iw eevvee seveevee. veeesevaevvae.seveee.veeeveeveeve3i' 1 INCH = 40 FEET eve ev esev eeveeveeveevee° eeveeveeveevevveveveeveeveeveeeveeveeveevaevee• L Q Z •C e LIYBELLE L.LJ Fri 1I - IR 11-]_ROSLYN �� N I �o 1 I I BLACKSTONE /. / 11 KEY MAP G: pD �LI �- >D !E .i_1 , I D` II 104 DD114 ;D� 135 136 137 138 139 140 141 17••••"fii D D > 142 D � VI ,.DD DD, >p IMP a rp La s.00' 105 s.00' 115 143 PACIFIC COMMUN', " DESIGN RD• ./ ` PUE, TYP. I l PUE, TYP. o I 8.00' — 12564 SW Main Street Tigard, OR DD / r. ` PUE, TYP. 97223 T 503 941 9484 DD / N I to -k / ...a,' k I i i�•JI D O N • N Dp I -- D In v . . ,� :; . i i €D � '' 6� 1ST SUBMITTAL: 04/15/2024 D DD DpD> D D D D D D D D D D D D D D D P. • •D D D D D pry \ - ' °� DrDrD->-D-D°D°D�'DDD�pD D D D D D D D DDDD DD•.•G `.. 411, .\ 2ND SUBMITTAL- 06/17/2024 �D D D D' D D D D \ �,e w y� 8" 550 w w e o w 8' 550 w ►. DD1��__��1�E1� .f ,» ':' A ��-�� 3RD SUBMITTAL: 08/28/2024 D I cc I. 1 ^ 1 ,�� ;. 'D' SD SD SD SD SD SD s� w w 8" 550 w ��' / 4TH SUBMITTAL: 10/04/2024 I I I I I I / \ °D.- ,/ C 9 SS SS SS SS SS SS SS SS- * **ilk I 1 SD S) — Si SD 1 'D I I S� /►..DpDpD DDD Dom UU 18+00 + 16+00Alf \ / ' •o ,. . .':/ \ SW 162ND TER11 �� 18+Obi ��/+I SS S i]� Si ��5;�•\ �lT�p D REVISIONS I ' � .. .. r r v v v r v v v v v P P D D D D D D D Dr D' ` / .� \1. • I \ • I ,I / A�,• TRACT K DDD D D D-D"D D'D D'D'DrDrDrD D D D D D D D D D D D D D D D D D D D t D D D D +. • ' `\ •. "'pD'DDDp>DDDDDpD�DpDpD�DVDDDD> D D D D D>D DDDDDDDD �g i 441144 ..... w v ° > D D D D D D D D . D D D D\ _.—_. /` s• :T�; ,. 1 1 � 3A`d a21£96 MSAVE •� D w "• ,, .q DDDDDDDDDDD>DDD D > D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D : . `' ��ER�� i NO. DATE DESCRIPTION b b .. 619 DDDD' DDD`Y G O �dimi\ ,� � �I�'~ x /�I ( I q T \ D'...in DDppppp DD 8.00' 91 T D \ 8.00' ., DDD DD •D gl ......., PUE, TYP. \ PUE, TYP. \ D , D , I by 7,_4.4 ',,,of 134 133 132 131 130 129 128 127 I 151 150 149 148 147 146 / 126 145 i � a SW 162ND TER - PLAN SW 163RD AVE - PLAN SCALE: 1" = 40' SCALE: 1" = 40' 440 440 400 400 IIIWNII 8" 45.00° ELBOW EXISTING GROUND @ 430 — 430 390 PIPE CENTERLINE 390 8" 45.00° ELBOW 8" X6"TEE \\� 3.00'MINIMUM COVER - 3.00' 3.00'TY ICAL OVER FINISH GRADE C � \ 3.00'TYP CAL OVER 0.50'MINIMUM SEPARATION Qcvexivo.a.ce 420 \lAilliii------'"No ew _i :. :' EPARA PIPE EENTERLIN� 420 380 BLOWOFF \ WITH STORM CROSSINGS 380 `-\\�� WITH STORM CROSSINGS EXISTING GROUND C�- \ a, �I PROPOSED 8" \�• PROPOSED 8" PIPE CENTERLINE I PRESSURE PIPE � PRESSURE PIPE \\ a <co „ ` 8"X6"TEE Ai 410 ��- -� $" - 410 370 _ 37o RIVER TERRACE FINISH GRADE C� r - - - - - - - - _ 1 8'45.00° ELBOW \ PIPE CENTERLINE oN __� 44 PARK SANITARY LINE, -YP. 8" 22.50° ELBOW PHASE 3 400 - 400 360fluilli 8"wTR/6"SD 360 STORM \1, o LINE, TYP. 8"X 6"TEE SANITARY ... 1.10' CLR IL •A : I" ` lc _ LINE, TYP. Lu 1.37' CLR - - 1 ` LINE, EX. ) PROFF STORM- "Al LATERAL, TYP. STORM LINE, -� � GIN / 3 390 - iiiiii 390 350 TYP 1- 350 �`gg57PE� ' • 'm' SANITARY 8"WTR/10"SD ; \ a -.II I 0.50' C6R- OREGON z 8"WTR/6"SD 3 1.33' CLR 8"WTR/6"SD � 9J- 8 20N �o 380 - - 380 340 —o.7s' CLR o C6K D 11.1"..11*1"\i ` 340 9�FA Alb-- - o STORM 8"WTR/6"SD Ln LATERAL, TYP. 1.09'CLR \ EXPIRES: 12-31-25 o so 1- CLASS 'B' GRANULAR BACKFILL Et BEDDING I_ CLASS 'B' GRANULAR BACKFILL Et BEDDING M 370 370 330 330 ro 19+50 19+00 18+00 17+00 16+00 15+00 14+75 18+75 18+00 17+00 16+00 15+00 14+00 co co WATERLINE PLAN Et PROFILE D SW 162ND TER - PROFILE SW 163RD AVE - PROFILE v ,;, HORIZ SCALE: 1" = 40', VERT SCALE: 1" = 10' HORIZ SCALE: 1" = 40', VERT SCALE: 1" = 10' a) a) N PROJECT NO.: 146-004 on TYPE: CONSTRUCTION 3 REVIEWED BY: PRE 3 0 502 o SCALE 0 40 0 20 40 qi 0 71- 1 INCH = 40 FEET a I- G 1ELLE ..\ 1 I1 ` ROSLYN ---�J �-I N I I BLACKSTONE. ...€4, KEY MAP 17.0011i11) I PAS`"- COMMUNITY DESIGN 152 153 154 155 156 157 158 VA -.. — vv, • N vv I 115 116 117 118 119 12564 SW Main Street Tigard, OR vv. 97223 8.00' [T] 503-941-9484 8.00' oo PUE, TYP. 1ST SUBMITTAL: 04/15/2024 PUE, TYP. `�:� j , v 2ND SUBMITTAL: 06/17/2024 c m —- 3RD SUBMITTAL 08/28/2024 v n 4TH SUBMITTAL: 10/04/2024 -•vvvvv.00 qq •vv ovv- ! •vv Vov -vvvo_v•c v vvvvvvvvvvvvvvv vvvvvvvvvvvvvvvvvvvvv vvvvvvVV VVoovoovvvVvvov�ovv'bvbwwwww"ovv." vvvVVvv \\\A '•vv- \ vo .-.-rr.✓.o: .cv: �v--vvvv vvvv vvvvo v vvvvvv ' vvvovvvvv°°ovvov°°°vvvvo•- v I Q ." 27..-.. vvvvvvvvvvvvvvv vvvvvv vvvvvvvvvvvv vvvvvvvvoyovvvvvv , c v -••• G vvv..vv �� vvvvvvvvvv ovvov ov7 vvvv vovvovvvvoovvv vv ovVvVo vvoovoovvovvVovvovvovvvvvv ovv)vvvvvvvvvvvv oo ov`�ovovvovv ovv ovoovvvovvo v ��- v Q a -a,� A. TRACT Ko:` , . . �� o I'� _ . : ,.� �e:. �:70� o \SD \I / ' •.,\ / ' : \ <�/ REVISIONS I � �`� � � 4104011 / + oSW MAYBELLE LN 22+ 00 _ vv VIKIIT116 w ' 18" 550( 1w1w sD w20+00 II ss ss 21 00 O ss SS SD SD DSS _ NO. DATE DESCRIPTION • SD SD SD S SD SD — r I I IplliW SS �— —� I I I §11 © SS 14+00 ss — ss 13+00 SW BLACKSTO E LN ww- 8" 550 —. �I1° \1� L�� ii �_ � `� � ij vvvvvv- y • •' ° /'� vvovvovvvvvvvvvvvvvvvv.vcvvcovvvvvvvvvvvv'•ovvov ovv°vvvvvvvvvv vv vvvovvvvv vvvvo vv vvvv vvvv vvvvvv vv°vvvvvvvvvvvv vvvvvvvvvvvv.. voo .v• v�vv71-7—\2-1--- /i° ovoo�oovovvvvovoovovvoovv- � � �s .• Q. .. . Q • 1 Q 6 9 - v 0 >v v O, 00 — 70 o ' 8.00' 8.00 °� PUE, TYP. PUE, TYP. • N vv g 103 102 101 100 99 98 97 vv 125 124 123 122 121 120 vtil 104 II — I I v v� o v✓✓. SW MAYBELLE LN - PLAN SW BLACKSTONE LN - PLAN _ SCALE: 1" = 40' SCALE: 1" = 40' --,,..* 460 I 460 430 430 450 — 450 —PROPOSED 8" PRESSURE PIPE —EXISTING GROUND @ 420 420 FINISH GRADE C PIPE CENTERLINE PIPE CENTERLINE •_�n� 8" 11.25° ELBOW �V v TeMaCe, 440 - 3.00'MINIMUM COVER _ AIR RELEASE VALVE 440 EXISTING GROUND ® _ — 3.00' TYPICAL OVER ms 0.50'MINIMUM SEPARATION 410 PIPE CENTERLINE / '— \ \ 410 g — WITH STORM CROSSINGS NA - - - - - - - - - - 3.00'MINIMUM COVER 8" 45.00° ELBOW _ Ai 0 0.79 CLR SD 1— — -� A 0.50' MINIMUM MUM SEPARATION 3.00'TYPICAL OVER8"45.00° ELBOW _ _ — — — PROPOSED 8" RIVER TERRACE 71- 430 - - - � 430 WATER- - 0; WITH STORM CROSSINGS PRESSURE PIPE PARK STORM o — — , LINE, EX. N — —-- - - 400 , , LATERAL, TYP— 400 /-- Y FINISH GRADE @ $"WTR/,o's° PHASE 3 +' V 0.50' CLR PIPE CENTERLINE o _� - SANITARY STORM SANITARY — 7 r-, 420 —� I LATERAL, TYP. LIVE, TYP. LINE, TYP• 420 — 8"WTR/6"SD o 1.04' CLR001 . — Lr) STORM w LATERAL, TYP. 390 390 Lu —8"WTR/12"SD — AIR RELEASE in 0.61' CLR ANIMPOI .---- ��.: i_moss 00 __......001 VALVE �-j,��" G PRO172. 3 CLASS 'B' GRANULAR BACKFILL Et BEDDING H p 11� �� F,P 410 410 / /� SANITARY 8957PE LATERAL, YP. 19+25 20+00 21 +00 22+00 23+00 \ a Cae,m- Z 380 SANITARY 380 OREGON Qa STORM LINE, q�F ,\y LI E, TYP. �� qY 8, TO �O SW MAYBELLE LN - PROFILE 1 i I 1 A. ARE o HORIZ SCALE: 1" = 40', VERT SCALE: 1" = 10' CLASS 'B' GRANULAR BACKFILL Et BEDDING EXPIRES: 12-31-25 370 370 15+50 15+00 14+00 13+00 12+25 M N H mi SW BLACKSTONE LN - PROFILE HORIZ SCALE: 1" = 40', VERT SCALE: 1" = 10' WATERLINE • PLAN Et PROFILE QJ u G)4 PROJECT NO.: 146-004 c TYPE: CONSTRUCTION REVIEWED BY: PRE 1 cS o SCALE 503 c) 40 0 20 40 m 0 1 INCH = 40 FEET L d Z r Q IUBELLE \ ,W' FIll 1� _ — I� to ROSLYN ri I I I BLACKSTONE '.. f" fl KEY MAP I I o '. N N n I 105 106 107 108 109 PACIFIC COMMUN' " DESIGN % 9 _�_ ..: 8.00' 12564 SW Main Street Tigard, OR o PUE, TYP. 8.00' 97223 — PUE, TYP. [T] 503-941-9484 — 4 —� 1ST SUBMITTAL: 04/15/2024 21 D B ITTAL /17/2 24 i ill �n — N SU M 06 0 n v'v .'v . , vvvvvovv•vv•vvov vvvv•vvvvv•vvv. •vvvvvv•vvvvv•vvvvv 7.4-vvv-vvv vvv•' 3 S A 08 28 202 "y • ,vvvvv•vvvvv-. -vvov'ovvoo•vv•v-vvv vvv•vvvvv•vvvv• •ov000,vov vo•vvvvvvvvvvvv.vvv �L.. S ;: . LN• . : . k - 4TH SUBMITTAL: 10/04/2024 ��il SW ROSLYN LN I' V' ilk ,s O +� ss ss +'C>;s — Sp _ I s� so— ��SD REVISIONS �� _ .1.111- 8" 550 • w I_• w • W NO. DATE DESCRIPTION vSvvvv vvvv•vvvvv•vvvvvvvv•v•vvvv'v•oovvv•vvvvvvv--•vv•voovo•voo•ovovv••-•oovoov •vvvvvv �� ,1111' �(• � �. -ovoov�ovoo•ovv�v•vvvvv ovvo•v•vvvov •vvvvo•vvvovvo� •,vo•.vovvo-,vQv.vvvovv,.vvvvvv,. .,. ...... Nil% III ,3 8.00' 8.00' PUE, TYP. FPUE, TYP. 114 113 112 111 110 I 1 0 ., SW ROSLYN LN - PLAN SCALE: 1" = 40' IIIWNII 440 I Il 440 EXISTING GROUND © —FINISH GRADE C PIPE CENTERLINE PIPE CENTERLINE 430 PROPOSED 8" _ _ _ — 430 VL )e,L, '1L7LuCe, PRESSURE PIPE — — 3.00'MINIM M COVER 3.00'TYPI L OVER -- ' 0.50'MINIMU SEPARATION \., _.-- E WITH STORM CROSSINGS co 420 �I, 420 RIVER TERRACE 8" R/6"SD c) .-- isollipipl ii% , _ , _ PARK 0 410 , �' PPP- AIR RELEASE— 410 PHASE 3 o 8"X :"MJ TEE /- VALVE `n , ��% WATER— IL w 1 ' LINSANE, LINE, EX. 400 - �-1 0. , 400 PROFF on ' LINE, TYP. ��G I NFF,p 3 8957PE • D SANITARY di a 0.8 CLR LATERAL, TYP. L� Z OREGON 3 390 STORM - 390 �q/rF e, Zo\-P`'o o LATERAL, TYP. A. ARE EXPIRES: 12-31-25 4 0 0 so 4 M 380 - 380 a, 10+00 11 +00 12+00 12+75 ra WATERLINE SW ROSLYN LN - PROFILE PLAN Et PROFILE D V3 HORIZ SCALE: 1" = 40', VERT SCALE: 1" = 10' v N '-' 4J a) L N o PROJECT NO.: 146-004 4 o TYPE: CONSTRUCTION on 3G) REVIEWED BY: PRE f2 rn 0 o SCALE 504 0 40 0 20 40 4 •0 1 INCH = 40 FEET a z f----2.0' OUTSIDE OF WITHIN Ir. SIDEWALK ADJACENT TO CURB PAVEMENT PAVEMENT - 7'-0" - 8'-0" PUE 111 5'-6" 18„ BREAK FLANGE SIDEWALK 18" CAST IRON 910 SIDEWALK MIN 3" MIN. VALVE BOX TOP r 6' MAX. 18" CAST IRON 910 BOX •s a:., :: " ' '\\!143911.L_ �\/\\.` /\ `/ ; /,• - - - - - _ •e�� \\/\\/ \ \\A _.'''" •ia is is�.�`i.••• !. . .- - 4ROVII THICK CONCRETE ;`':'�;...L� %}' 30" MIN SERVICE LINE,DEPTH • \\\/ W/1212"x2Ox20OCOVERT METER W/5 1/2�X1" 1 1 2 4 'DRAN ROC \'',•-1,.4••\•%•'• •% •,•--•%' '��•'��•'��•'��\�: • PAD (SEE NOTE 4) j//// L. CAST IRON INSERT WITH NO s:- / / /\ \ / \ \ TOUCH READ HOLE IN THE TOP �,v TAR PAPER (MOISTU HAND TAMP BACKFILL OR INSERT. NO HINGED INSERTS AROUND TOP SECTION r 6" MIN. I '. 6" DUCTILE IRON PIPE 0 , W t 12" MAX. �O 4M. RESTRAIN ALL JOINTS W/ A SIDEWALK ADJACENT TO CURB -_ •�- ,, .�I� "FIELD LOK" OR EQUAL GASKETS III II� IIIII :,..,.., -,_ • 5'-6" 5'-0" 8'-0" PUE / ; � ��\�� . I Ask , I:rill Di:,1,) 6" ASTM 3034 PVC } 1'-6" ��. f 6" MEGALUG RETAINER �\\y/\�\�`'�\" �� GLAND (EBAA IRON) PACIFIC COMMUNITY DESIGN - / ��r �� i p:•��/ CONCRETE PIER 6" GATE VALVE 12564 SW Main Street Tigard, OR -7 OPERATING NUT EXTENSION .I i\ %•'•'""'''''=''''"' BLOCK (SEE DETAIL NO. 505) ./i I!*�I FLG. x M.J. 97223 •:_. . ..,.. / M.J. x 6" FLG. TEE [T] 503-941-9484 SIDEWALK WITH PLANTER - 2.0' 30" MIN SERVICE LINE DEPTH 12"x20" ROTOCAST METER BOX, 1ST SUBMITTAL: 04/15/2024 W/12"x20" COVER W/5-1/2"x11" STRIP AT CURB 0 S5 2ND SUBMITTAL: 06/17/2024 CAST IRON INSERT WITH NO TOUCH READ HOLE IN THE TOP • 3RD SUBMITTAL: 08/28/2024 - OR INSERT. NO HINGED INSERTS F 3" MIN. 4TH SUBMITTAL: 10/04/2024 6" MAX. BREAK FLANGE SIDEWALK WITH PLANTER STRIP AT CURB / \\� �;��, REVISIONS .00 s' !bf :•A.-;l.f;:•f•:•f;L•: : M %!�%2!; NO. DATE DESCRIPTION --- 1. HYDRANTS TO BE MODERN MUELLER CENTURION, A-442,(OR APP'D EQUAL) 6" MJ, 5 1/4" �/� \ \\ NOTES: CUSTOMER SIDE MVO 3 PORT - TWO 2 1/2" PENTAGON OPERATION NUT, OPEN LEFT WITH THE FOLLOWING: ////� 1. SURANDVEYOR GUARDTOTAKEALL AT LOMPONEFORY UB A. OIL RESERVOIR NOTES: \\//, /\/\\��\�\\\ METER INSTALLATION. B. BRONZE ACTUATION NUT /�// \/ . .IMIIIII�IIIIIIII�'DO C. BRONZE SEAT RING 1) VALVE BOX NOT TO REST 2. BOXES SET IN CONCRETE SHALL BE 9_10" ON OPERATING ASSEMBLY. NEXT SIZE LARGER. SEE PLUMBING CODE D. WEATHER SHIELD CAP 3. CENTER OF METER BOX TO BE OFFSET i FOR DEPTH OF E. SAFETY SLEEVE COUPLING file :.m.�is COVER2) OPERATOR EXTENSION F. THREADED NOZZLES WITH "0" RINGS 1' FROM PROPERTY LINE. � ��i� REQUIRED WHEN VALVE NUT W 4. BANKED METERS WITH SHARED SERVICE G. NATIONAL STANDARD THREADS IS DEEPER THAN 3 FEET I „ , 24" LINE TRENCH SHALL HAVE 18" MINIMUM .. 2. SAFETY CHAINS TO BE REMOVED. FROM FINISHED GRADE. DISTANCE BETWEEN TAP INSTALLATIONS. 4" MIN J (1 3. HYDRANTS TO BE PAINTED USING R-1317 SAFETY YELLOW OR AN ALTERNATE APPROVED 3) CENTER VALVE BOX ON 5. IF WATER METER IS LOCATED IN A 3/4"-O" METER BY DISTRICT FIRE MARSHALL. AXIS OF OPER. NUT. SIDEWALK AREA THE BOX SIZE WILL BE ROCK ANGLE BALL METER VALVE 4. HYDRANT TO BE INSTALLED TRUE AND PLUMB. ARMORCAST 17"X30"X12" RPM 20K MUELLER 1" B24258N (THIS IS 5. NO OBSTRUCTIONS WITHIN 3' 0" RADIUS OF HYDRANT. 4) PROVIDE 24" SQUARE BY 4" THICK COVER OR EQUIVALENT. IF TWO METERS AN ALL 1" 300 PSI BALL 6. IF SUBJECT TO VEHICLE DAMAGED, PROTECTIVE POST TO BE PROVIDED. CONCRETE PAD AROUND VALVE - 24" ARE BANKED IN SIDEWALK AREA THEN VALVE NO LEAD ANGLE STOP) 7. VALVE BOX TO BE IN ACCORDANCE WITH STANDARD DRAWING NO. 503 OR AS APPROVED BOX OUTSIDE OF PAVED AREAS DISTANCE BETWEEN ANGLE STOPS WILL OR EQUAL BY ENGINEER. AS SHOWN IN CONCRETE PAD DETAIL BE 24". 8. THRUST BLOCKS SHALL NOT BE PLACED AT HYDRANT LOCATIONS. CONCRETE PAD 1" TYPE "K" SOFT COPPER TUBING 9. INSTALL A STORZ HPHA50-45NH PERMANENT HYDRANT ADAPTER (OR EQUIVALENT) - SEAMLESS ON THE 4 1/2" PORT. NE CITY OF TIGARD APPROVED BY: NO SCALE APPROVED BY: NO SCALE APPROVED BY: CITY OF TIGARD CITY OF TIGARD NO SCALE OREGON [ THEODORE S. KYLE, P.E. OREGON LORI FAHA, P.E. `� •� ENGINEERING DIVISION CITY ENGINEER TYPICAL GATE DWG. NO. - OREGON THEODORE S. KYLE, P.E. ENGINEERINGDMSION DWG. NO. •� ENGINEERING DIVISIONFIRE HYDRANT DWG. NO. � PUBLIC WORKS DEPARTMENT _ CITY ENgNEER CITY ENGINEER4,.* 13125 S.W.BALL BLVD. VALVE rir.:. PUBLIC WORKS DEPARTMENT 1" WATER SERVICE �r TIGARD,OREGON 97223 JANUARY 201 1 13125 S.W.HALL BLVD. 520 2 0 PUBLIC13 25 S W.HALL.BLVD. I I +a VOICE:(503)639-4171 5 0 TIGARD,OREGON 97223 MARCH 201 7 TIGARD,OREGON 97223 JANUARY 201 1 ASSEMBLY 5 42 FAX: (503) 97 APPROVAL DATE 4 i VOICE:(503)639-4171 - TIGARD FAX:(503)684-7297 APPROVAL DATE FAX:(5 3)684 729771 APPROVAL DATE n I 18"CAST IRON 910 BOXES 3' 0" 6'-0" 1" TANK VENT FINISHED GRADE - 4"MAX. _ 7' BROOKS # 37 METER BOX MSA VENT CAP l - - (2) BOTTOMS REQUIRED _ 6" MAX 9)eI h. ievtace E TYP GATE VALVE � I .b 1" STREET ELL 1" UNION 12" MIN a- (SEE DETAIL NO. 503) BRASS PLUG 1" AIR VALVE 18" MAX PHASE BREAK LINE SIZE HAND TIGHT (COMBINATION AIR & VACUUM) N VALVE AND VALVE BOX ADAPTER COPPER REQUIRED FOR SWEAT TO FIPT TEMPORARY DEAD END \/\\/\\/\�/\/\\/�f\�\�\ \ �% j\ \ //\ N COP PER TUBING /\//\//\//\//\//\//\//\//\ I /\/ \/\/\/\/\/ (TYPICAL) \'�/ /%/i�/%/i�/%/i�/i�/% \ �i\�/i\�/i\�/i\�/�/� RIVER TERRACE -- i I�I �10' /\\/�\i\�,\j/\/\/\\ �r \\ \/\\j/\\j/\/ o oo�uu'._ :I��IC /\//\\// !/\/� . \//\ \//\//\\// .__ _. - �' \ „ ., 1 ELL OW SLIP COPPER \// /\\/ \\, PARK \ \/i o /,r /„/ / I®Igl I I 10 1" x 3' BRASS NIPPLE 1" 90' ELL PHASE 3 H /, ADAPTER COPPER L.L3 SWEAT TO MIPT C Lu TYPICAL: a = CONCRETE PIER BLOCK V, MECHANICAL FIELD RESTRAINT 1 BRASS 90° ELL REQUIRED TAPPED 1" COPPER TUBING q!) 1" x 6" BRASS NIPPLE TYTON JOINT PLUG OR NOTE: M.J. CAP WITH MEGALUG PROF 45 THREADED BRASS PIPING RETAINER GLAND PLACEMENT OF FIRE 1" BRASS COUPLING °C,11 e14:- HYDRANTS OVERRIDE .y 1" CURB STOP 8957PE Q MAY BE USED IN PLACE OF �� FAQ u i COPPER TUBING PROFILE FIRE CHYDRANEMENT OTS MUSTF AS �! ce BE PLACED AT TANGENT CORP 90° ELL I- OF THE CURB ARC. TYPICAL PLACEMENT OF VALVES. 0k1 ' OFF 18" x 12" x 2" CONCRETE PAD �9 OREGON?:) STREET PLUG OR PLACE VALVES AT THE TANGENT 1 CORPORATION STOP �e\r 8 `EDGE OF PAVEMENT MAX. 500' OF THE CURB ARC. 7' IN FRONT �. 5 PHASE BREAK LINE / 9� o SIZE VALVE AND 0 BETWEEN VALVES FROMO CENTERO LINE OF ROAD A. A VALVE BOX REQUIRED ® NOTES: EXPIRES: 12-31-25 o FOR TEMPORARY 1' 0" so DEAD END. 1. FOR 12" AND SMALLER WATER MAINS ... .s ...,t.� _ -r c9.4 NOTES: 1 i II 1. VALVES ARE NOT TO BE LOCATED IN CURB AND GUTTER AREA 2. VENT PIPING TO BE GALV. to .tk 2. VALVE BOXES ARE REQUIRED AT EACH VALVE LOCATION 3. SLOPE COPPER TUBING FROM 3. VALVE BOXES CONSIST OF 6" ASTM 3034 PVC RISER MAIN UP TO AIR VALVE 1% MIN. `-,}° AND 18" CAST IRON 910 COVER 4. LOCATE AS NEEDED OR REQUIRED WATER DETAILS E 4. MAXIMUM SPACING FOR VALVES IS 500 FEET 5. ALL VALVES ARE TO CONFORM WITH AWWA STANDARDS 5. CONTACT CITY WATER DEPARTMENT FOR ACCEPTABLE DEVICES. - 2" FOR 8"AND SMALLER AIO BE: 6. GATE VALVES ARE REQUIRED FOR 8" AND SMALLER PIPE. 6. PROVIDED & INSTALLED BY CONTRACTOR. v 2" FOR 8" SMALLER MAINLINE AND 4" DUCTILE IRON FOR 12"AND GREATER MAINLINE TO BE DETERMINED 7. BUTTERFLY VALVES ARE REQUIRED FOR 12" AND LARGER PIPE. VI - f t IN THE FIELD v N PLAN > CITY OF TIGARD APPROVED BY: NO SCALE CITY OF'I'IC\RI) APPROVED BY. NO SCALE G ■ OREGON THEODORE S. KYLE, P.E. TYPICAL VALVE OREc.c,� THEODORE S. KYLE, P.E. 1 " COMBINATION ■ PROJECT NO.: 146-004 ' , ENGINEERING DIVISION CITY ENGINEER DWG. NO. ENGINEERING DIVISION CITY ENGINEER DWG. NO. O I PUBLIC WORKS DEPARTMENT ., PUBLIC WORKS DEPARTMENT SCALE: NONE ,3,25s.W,11A1LBLVD. 13125S.W.HALLBLVD. TYPE: CONSTRUCTION O1 TIGARD 2" Et 4" STANDARD BLOWOFF 570 TIGARD,oREGON97223 JANUARY 2011 AND HYDRANT LOCATION 575 TIGARD,OREGON97223 JANUARY 20„ AIR & VACUUM VALVE 590 I I VOICE:(503)639-4171 GARD VOICE:(503)639-4171 •3 DATE: FEB 2021 FAX: (503)684-7297 APPROVAL DATE I FAX: (503)684-7297 APPROVAL DATE REVIEWED BY: PRE 12 I- rn 0 4 0 0 2 D5 . 01 z / \ TYPE R1-1 STOP30" X 30" . SW 163RD AVE \ STOP ` J SITE BOUNDARY \ \ PUBLIC HI INTENSITY SIGN O 2 SIDED SIGN 0 H . y 1 SW 162ND TER SW MAYBELLE LN (EX10 J I PUBLIC PUBLIC I 2 SIDED © 2 SIDED 4 158 1 SIGN SIGN I ( 12 1 11 \\ii \ SW ROSLYN LN SW BLACKSTONE LN •LI PUBLIC PUBLIC PIUI o — — > 2 SIDED © 2 SIDED SIGN C6) ... ... .. vvvvvvvvvv SIGN- o \ 440,,iv • I • PAC"-''' COMMUNITY DESIGN _ SW 161ST AVE SW PERTH RD 12564 SW Main Street Tigard, OR 9 C9) SITE BOUNDARY ,, ` gC 4 � -�P�iI �� ?� �6 PUBLIC PUBLIC 97223 lir o°0000 [T] 503-941-9484 1 1 7 . .. . .. . .. . ._.. ... . .. . .. 2 SIDED 2 SIDED °� � SIGN 0 SIGN( 8 ) 1ST SUBMITTAL: 04/15/2024 � 2ND SUBMITTAL: 06/17/2024 1 MEM 1=4 1 IF% 3RD SUBMITTAL: 06/17/2024 \ \ \ 4TH SUBMITTAL: 10/28/2024 134 (71---;) .I NO NO _ / PARKING PARKING TYPEHT 7 1 REVISIONS I 135 10198 ANY G NO. DATE DESCRIPTION EI ��I TIME TIME VARIANT 151 A 1] IN/I� 4 B 133 TYPE R7-1 ( B / 12" X 18" 12" X 18" � I 1 I I Oill ,, ;• SIGN SIGN v• vvl v: il :v 1 \ : 150 •• .I p NO TYPE R7 1 STREET BARRICADE A PARKING LEFT PER DETAIL ON SHEET SS2 132 0 .al ANY VARIANT a ,. Imo.". � 106 107 108 TIME aI 137 I'.. . :;'I �` II - � \ ` i SIDEWALK BARRICADE \ v il -.II . PER DETAIL ON SHEET SS2 149 .I ' I • i II. IN 411 ..•01* .� 12" X 18" NE NE.- RIVER TERRACE 131 PARK PHASE 2 111 138 °1 �� --� SIGN - ali Lij< ►1 - - - - - - - -- - - - - - - - - - -�- yy- -j vv v ovvovvovvv vvovvoovvo vvvv vvvoovo ��YYYY Iy��o •vvvoovo - v-"vvvoovo v vvvvvvvv v 148 _ ovo vv vvovv Ni :I �®�®�®�® a II Mee EI IIIIiiiiiINIMM TRACT JIi Erili lliiiiiiiiii'IIIIIIin •• CROSSWALK a I • hllsif�I-\i r li lI- II�\ 1I \ �\ I � \`du —1 � •CLOSED oz,Y a 139 130 1 TYPE OR22-7 147 _ 111 a .I :C d 24" X 18" E v M II e �Y vv ° of I � I� o d' I v PHASE 3 Qcvex TeAitChiee N I BOUNDARY NI 146 140 129 ,,I 114 112 110 [' rJ •11:1I 0 RIVER TERRACE C wlit145 / il ' I CROSSWALK CLOSED SIGN w w -�, 141 PARK _ � ;'. PER DETAIL ON SHEET SS3 0 128 SIGN N vv , �71 On v v v o vi PHASE 3 SPEED M v / v. = /— ---\ ( EX-1 ii. 9 fil vo LET v a v. o ovo z ( EX-11 / 142 116 117 118 119 20 _,_ PROF ty v tv: vv�I _ L........... ze 0 __ o° o STRIPING NOTES: J �`� 0 '" F TYPE W13 1 P gg57PE Lo,..1 ` vv v Q-�l�/ SEE SHEET 554 FOR DETAILS. 24" X 30" C� N �,'► / �g,�. vi mignim1(44\0, - SIGN 0 �q OREGON�w /�i ��y 1� • , �� , 143# • v 0� I:w'A 'vvvvvvvvvvv...... gcmco �4;g . . .. . ... . .. . .. . .. . . . . ... . . Y O O N _�''' Q \ ; 'I ISINE � e�MMe�i�EW L e e. . .. . .. . .. a 1 �e 8. 2 �4 N —� if it. // STREET SIGN NOTES: FA. ARE 4 SI. I mo. :;.,� SW BLACKSTONE LN EXPIRES: 12-31-25 v. P _, e„ I �� _____- ___ -__ (1 _10 SEE SHEETS SS2-SS4 FOR STREET SIGNING DETAILS R ,► - AND NOTES. • , --.„,„ vvvvvvvvv•vvovv-ovvovvovvvvvvvvvovvv vvovvovvvv•vvvv°.vvv.vvovv-vvvvvvvvvvvv• -v° .°- . " . ll .� ��.. EX-1 0� i ��yyyy��yyy��y�� aa -v°vvvvvovv.vvvvv-vvvvvvvvvvvv.vvovv-vvvvvvvvvvvv-vvovv.vvovv.vvovv.vvvvvvvv.,-�ovvvvvvov-vvovv:w.,.��.,Q9°°�°°. . . . .... . . ..� �• a, :::.4\ Nam\ •; A INSTALL 28'WIDE TYPE III STREET BARRICADE PER \ 144 _——— ` DWG NO. 192 ON SHEET SS2. ors `N\ / 4 ( EX-1 I /- I A E Art/ ` �' �� 125 c � � � J SGN G Et E /. / �� / (EX-X>EXISTING SIGN Et SUPPORT �` ,� L'\` „\`` / ( EX-6 X EX-7 � STRIPING �lal. • `� '�� " 124 123 122 121 120 J J PERMANENT SIGNING LEGEND a A / PHASE 3 © INSTALL NEW `4 ��\ � �, `� SIGN \��/� , �� BOUNDARY © INSTALL NEW SIGN N ON NEW M / / SUPPORT PROJECT NO.: 146-004 v° / — ———— N = SIGN NUMBER CONSTRUCTION O v- / .. �:. M = MATERIALS, OPTIONS ARE: °� / lull • �I" C = STREETSCAPE CONTEMPORARY REVIEWED BY: PRE `- CAST BASE AND SMOOTH POST o STREET SIGN LETTERING G) o NAME LETTERING: 4" UPPERCASE SCALE S S 1 ,o PREFIXES: 3" UPPERCASE 40 0 20 40 SUFFIXES: 3" UPPERCASE o^ NOTE: ALL CHARACTERS ARE 9- CENTERED VERTICALLY ON SIGN. 1 INCH = 40 FEET z STREETSCAPE POST, RE: 2 FOR DETAILS. 4 .�� DASHED LINE REPRESENTS CAST BASE. 38.5 in 36 in \c p' Tie z FINISH GRADE. 0 33 in SW L1n1^' Q Q SPEED LIMIT: NO PARKING FIRE LANE: 3M SCOTCHLITE K RIDGE Ro = Z 3M HIGH PERFORMANCE 280i (280-10) HIGH PERFORMANCE WHITE l -I o = ° UNDISTURBED NATIVE SOIL. WHITE REFLECTIVE (280-10) REFLECTIVE BACKGROUND WITH BLACK, NON- C�Ph �� BLVD = z BACKGROUND WITH BLACK, REFLECTIVE VINYL GRAPHICS AND BORDER. RIVER TERRACE z zD �` NON-REFLECTIVE VINYL RED, REFLECTIVE SYMBOL. SIGN PANEL — o `V w a o ° CAST POST IN CONCRETE. TROWEL GRAPHICS AND BORDER. FINISHED BLACK ON INSIDE SURFACE. S Dr TOP SMOOTH WITH BROOM FINISH.Danubez J STOP: FIRE ACCESS: (AS REQUIRED). DISABLED PARKING: UJ o ¢ 3M HIGH PERFORMANCE RED MUTCD BLUE BACKGROUND WITH 3M INTENSE BLUE BACKGROUND, LU / _ ° REFLECTIVE (280-72) BACKGROUND WHITE, REFLECTIVE BORDER AND WHITE SYMBOL AND TYPE. (OREGON I 111::Ir Iiii_Ijil::::1111 WITH WHITE REFLECTIVE (280-10) TYPE.TYPE STYLE: FRUTIGER BOLD DEPARTMENT OF TRANSPORTATION M / VINYL TYPE AND BORDER. CONDENSED. ALLEY NAME AND SIGN NO. OR20-6B) 42" • ACCESSIBLE ADDRESSES. _r ' Ri:Vell, Tmace / 12" / 30" 24 12" PAS`°- COMMUNIT�' DESIGN I / / / / / / 12564 SW Main Street Tigard, OR 97223 co Ssw Hudson Ave 2-3/8x12Smooth Aluminum Pole DETAIL / Post Footing \ r / [T] 503 941 9484 O 3/4°-1 ' o° Decorative Ball Finial NOTE: REGULATORY SIGNS MAY BE MOUNTED SPEED ' 1ST SUBMITTAL: 04/15/2024 Mini Base ON STREET NAME POSTS. RE: 1/G6.0 FOR o o 8 / 2ND SUBMITTAL: 06/17/2024 DETAILS STOP 2300-2620no 6 3RD SUBMITTAL: 08/28/2024 STREET SIGN DETAIL 3409-4260 NO PARKING - 4TH SUBMITTAL: 10/04/2024 Tamarack In FIRE LANE NOTE: STREET NAMES ARE NOT ACTUAL, FOR VISUAL PURPOSES ONLY STAINLESS STEEL HARDWARE. \ .. / - »r / T REVISIONS ``\ NO. DATE DESCRIPTION 111 REGULATORY SIGN PANELS ARE FINISHED BLACK ON BACK SIDE. .090 ALUM. STANDARD, FORMED SIGN BRACKET FOR L CENTER MOUNTING. BLACK POWDER COAT FINISH. >- MULTIPLE PANELS ARE PERMITTED '? STREETSCAPE CONTEMPORARY CAST BASE---------_y AND SMOOTH POST, 2 3/8" DIA. POSTS FOR REGULATORY AND CAUTION/WARNINGS SIGNS AND 4" DIA. FOR STREET SIGNS, BLACK _ POWDER COAT FINISH, USED IN CONDITIONS a rI �� IIIII )JIM\ rlllll1WHERE STREET LIGHT DOES NOT OCCUR. t-"" 1 l STREET SIGN DETAIL SUPPLIER CONTACT NO: 704-892-4747. N.T.S. L �„� DETAIL / Typical 2 3/8" Pole Bracket ELEVATION / Regulatory Signs ) 3" = 1 '-0" 3/8" = 1 '-0" „...1 riiiiiiiiimi MUTCD TABLE 2D-2: RECOMMENDED MINIMUM LETTER HEIGHTS ON STREET NAME SIGNS 32' GENERAL SIGNING NOTES: Recommended Minimum Letter Height 03 Type Of MountingType Of Street Or Highway Seed Limit Blank Height 16' 16' 1)Contractor shall supply and install all signs, and is responsible for staking sign locations and obtaining yp yp g y p Initial Upper Case Lower Case E '4' MIN. ' I utility locates for staked sign locations. Signs shall be located per typical sign location or as shown on plans. Overhead All Types All Speed Limits 24 Inches 12 Inches"" 9 Inches** rn 20' ► '• _� �__ _`_` AIIF' ' gr . ' . 4 nj IME County'sPost Mounted Multi-Lane More Than 40 MPH 18 Inches 8 Inches 6 Inches Re.C.�l^TYP. L, ` _ `_ _ _ _ _ _ ` Ar Ar Ar Ar I' / Ar 2)All signing shall conform to the Manual on Uniform Traffic Control Devices and the Permanent ��X MN } 5 MIN. Signing Legend. IL _ _ IL_ _ IL ILAr AI IF / /Ar IF IF IF Ar Post Mounted Multi-Lane Less Than 40 MPH 12 Inches 6 Inches 4.5 Inches o GROUND "4 - 1111 — `V :\ ��.- -\ c� f 4)Posts-A minimum of 2in x 2in x 10 ft galvanized'Unistrut Telespar'or 12 gage perforated posts or Post Mounted 2-Lane All Speed Limits 12 Inches" 6 Inches" 4.5 Inches" 8'— '��% � 6" 12" approved equivalent shall be used. Sign combination and minimum sign mounting height shall determine post "On local 2-Lane Streets With Speed Limits of 25 MPH or Less,8"Blank With t▪i length. Sign posts and anchors shall be installed per'Typical Sign Installation Detail'. No other type of post 4"Initial Upper-Case Letters And 3"Lower-Case Letters May Be Used. 0 SEE POST shall be used unless prior approval of the county Traffic Engineer is obtained. ""For Dual Stacked Overhead Signs Or Overhead Signs Where Standard Letter Heights Yield Sign Sizes N RIVER T E R RA C E Ln SUPPORT DETAIL Longer Than 12'In Length,8"Initial Upper-Case with 6"Lower-Case Letters May Be Used. IL 6)Signing material + l SW Taylor st 12$ } ) Signs: PARK a" 3° a° 1 Street Name w A)Minimum retroreflectivitylevels shall meet MUTCD table 2A-3 y _ } 2" 12.5" i A)It is the contractors responsibility to verify the final street names with the County Survey Office '^ B)Minimum sheeting type shall be ASTM III Prismatic I f at(503)846-8723 before ordering and installing street name signs. 3 C)Fluorescent yellow-green shall be used for school related signs SW 90 th Ave r 8. B)Street name signs for cross streets shall be designed to the standard for the road approaching T j the cross street. PHASE 3 1,�; 0 . MATERIALS: C)Use flat blade aluminum blanks. + + D)Post mounted street name signs shall be two(2)sided,without borders and be installed on top a - 1 a" I of post with special brackets. 0 p 2" X 2" X 63", 12 GA. GALV, PERFORATED STEEL s" I SW Taylor st 12" E)Overhead street name signs shall be one(1)sided and be installed with Pelco brackets or a POST. I 3" I a° i equivalent banding type adjustable brackets. _ _ PERMANENT SIGNING LEGEND I -TT f F)Prefixes shall be used for all street name signs. F I i ma im 5/16"Galy.Or SW 90 th Ave 12" Prefixes:all upper case letters Lr) 3"- - 2 1/2' X F 1/2" X 18", 12 GA. GALV. PERFORATED 0Remove Existing Sign(N) Face Sign Aluminum Allo $. y Washer } Suffixes:upper and lower case letters &'OPRo/-45 �,�G 1 NF-4- w GROUND } STEEL STI FNER POST. Remove Existing Sign(N)And(M)Sign Support i �L_ + Superscript for numerical street names:all lower case letters 8957PE O irii� 1 5„ - G)All street name sign text,exluding superscript,shall be center justified. ` / t H Common abbreviations:use MUTCD table 1A-1,with these exce tions: �a /�� ` N 2 1 4" X 2 X 36", 12 GA. GALV. PERFORATED O ' rig, 3/s'x7�16"Drive Rivet 8' = SW Taylor st e"I 18• ) p Z / / 1/4" N Install New Sign(N) \ "' 0 Ave=Avenue; Lp=Loop; Ln=Lane; Wy=Way STEEL ANCHOR. ■ ■ } 5„ }s j OREGON q0 �j/ \- M Install New Sign(N)On New(M)Sign Support ;,"101` L.J I �I I qr rLO� O Ni- ,-, \� 3/8" X 3 1/2", GALVANIZED HEX HEAD BOLT WITH SW 90 th Ave 18° �9 8 � 0Remove And Save Existing Sign(N) I 1 Typical street Name �C' ��,�- LnLOCK WASHER, OR 5/16" CORNER BOLT. Anchor Sleeve2%"x2%",18"deep [SignInstallationFor Sign Tree v� A. AR lNit 5", RSN Remove And Save Existing Sign(N)And Anchor 2%X 2''/",36"deep 4, Arterial Intersections. `o EXPIRES: — —25 0 12 31 7/16" X GALVANIZED CARRIAGE WITH FLAT AND M Remove(M)SignSupport IQI;' Typical Street Name Sign arN 41 O Sign Post 2"X 2", 12"deep , S o LOCK WASHER, 2 BOLTS PER RAIL PER POST. AM Remove And Save Existing Sign(N)And 1�r0 `ar 7 Installation For RI (M)Sign Support �01� a° Intersections. e� Major Steet O I l eS� Local&Collectors i 0 2" X 8" CROSSRAILS WITH REFLECTORIZED RED AND r-li s �o, / -- ® Maintain And Protect Existing Sign(N)And Support ■ �'� in WHITE CROSS RAILSa) . �' v a 0 Reinstall Existing Sign(N) Lii of sign of Sign Tree1 _c IIa 2. SEE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES I II Edge Z4" I rvt06a SIGNAGEM CROSS INTERSECTION`rp FOR STREETS AND HIGHWAYS AND THE OREGON ! l ` Drive RivetSUPPLEMENT.E Reinstall Existing Sign(N)And(M)Sign Supportl_ctPostO 3F-1 BARRICADES ® Install New Sign(N)And Reinstall(M)Sign Support •;� B/// Sleeve '" DETAILS 6C-8 BARRICADE DESIGN Anchor m Remove Existing Sign(N)And ij�!AlA. /. ► 6C-9 BARRICADE APPLICATION �i��,A, ,i/ .;; �. ' �� Save Existing(M)Sign Support i,/T i- ✓ POST SUPPORT DETAIL N=Sign Number0 ,� � % 1 Sign Tree a, TYPICAL SIGN INSTALLATION ►�I' N 3. ALL MATERIALS AND WORKMANSHIP SHALL BE IN M=Material NTS .: ' %�P TEE INTERSECTON ACCORDANCE WITH THE CURRENT STATE OF OREGON Materials:S=Perforated Square Breakaway Steel 1.4,, 1aP ♦ sp ._ STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION SP=Signal Pole Stainless Steel Clamp Miry % �� °1b / TYPICAL SIGN LOCATIONS oSL=Stainless Steel Clamp on Street Light foUtb 3 sf'p FeceotG s�:'-F NTS PROJECT NO.: 146-004 4. BARRICADE FOR SIDEWALK IS SIMILAR. Faceo / TYPE: CONSTRUCTION on .' �`�GtOry�GG WASHINGTON COUNTY G.aHREVIEWED BY: PRE 3'��i DEPARTMENT OF LAND USE & PERMANENT SIGNING LEGEND 1 fc' DEPARTMENT OFILA DU SE & STREET NAME SIGNS -0 r M u1-Ttc.,mu) NTY AP�or[D sw NO SCALE --* TRANSPORTATION ON 4gtr(A>'x MICHAEL A. STONE. P.E. �+Tp �T 4 oaeeo'' ENGINEERING SECTION �'"I TRANSPORTATION q ENGINEERING prvlslo v STREET 1 DMK7. NO. 0kEGON ENGINEERING SECTION PCO G DIVISION \l CM°101� PLOT STAMP: 10/24/16 8:58A KELLYE EFFECTIVE DATE: 3/13/14 WASH. CO. # 6510 PLOT STAMP: �o T1:5s.w)tLBIND. JANUARY 2013 BARRICADE 192 CAD: 6510.DWG 03/13/14 5:57P KELLYE EFFECTIVE DATE: 3/13/14 WASH. CO. # 6511 S S2 CAD: 6511.DWG TIGARD YAICF:(um(39-4121 i FAX: (SRI)aaa-7297 APPROVAL DATE O a Z 1:11!....0.---e0 PAC COMMUNITY DESIGN 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 1ST SUBMITTAL: 04/15/2024 3/8"/.D. 7/8"O.D. 1/16" 2ND SUBMITTAL: 06/17/2024 3RD SUBMITTAL: 08/28/2024 Thick Nylon Washer Next To 4TH SUBMITTAL: 10/04/2024 Sign Face Only 3/8"Nylon Washer Next To Sign Face Only 3/8"/.D. 7/8"O.D. 1/16"Thick REVISIONS Flat Stainless Steel Washer 3/8"Locknut 4'71/2" - Cut Bolt End Within R WALK NO. DATE DESCRIPTION �IIii: 3/16 Of Nut, Deform IIMI - 9 4 3/8"x 3 5/8" End To Prevent Removal 9" 2" Stainless/8"x Steel Bolt (This Side Faces Street So That O.D. Thin WallPedestrians On Sidewalk Do Not I_O E D See Detail "B" I Formed Tube Injure Themselves On The 4 1/2"R.f I I t►A Support Frame. Deformed End Of Bolt.) - Imo' -°- - .. . (0.083"Wall Thkn.) II I ii Aluminum Sign Face 3/8"l.D. 7/8"O.D. 1/16"Thick I H Flat Stainless Steel Washer SIGN D ETA I L li Install Single- 1 OR22-7 Sided Sign o 3/8 "x 13/16 "Stainless 24"x 18" (2 Req'd.) ? 4111 al Steel Bolt(Use With Same co Washers As Detai/Above) Drill 3/8"Dia. 0 4 1/2"Rf �,,, Bolt Hole At _ 3/8 X 5 (Repeat On Other Side) Each Corner N Bolts 2 - Re 'd. o S"R.- is 3/8 XS ( q ) 2"x 1/4 " Where Needed. Bolts (2 -Req'd.) • o . Galvanized Strap ��I lulu (Cut Strap To Fit) V-Loc uuuu o "Post Mounting Socket" ?.\i -.* Tr (See Detail Rt.) N angle Leg3/16" _ Aluminum Sign Face FRONT SIDE 'Boi'" V-Loc Angle Leg CROSSWALK CLOSURE SUPPORT DETAIL SECTION A-A Socket #14 x 3/4"Self Tapping Screw E // �N Wedge M N 3/8"Stainless Steel Washer Qcvelt,-ter —�r- // • 3/s"N.0 stainlessPOST MOUNTING SOCKET N \ v \ WC Steel Lock Nut For Additional Details See Standard Drg. No. RD100 11 II I I V I I I � u0 1 I `� 1 1 II 1 �, I NOTE Ln rn 1 o I Pipe Swaged To , to 1 u I 1 1 13/16"O.D. x 5" ovit5 Q Care Shall Be Taken That No Concrete Is Placed Within Mounting Socket. z �."Vv.. LIJ PARK 12 ` 3/8"Stainless Steel Washer 3 E � PHASE 3 M L. Crosswalk • 3/8"x 2 1/2"N.C. Bolt h \ (Bolt Hole May Need To Be Field CALC. BOOK NO. N/A SDR DATE 7/02/2018 a Closure \ Drilled To A Vertical Orientation To Support NOTE: All material and workmanship shall be in accordance with Accommodate Sign Mounting) the current Oregon Standard Specifications Z 10.1 Taper N / PR( E / The selection and use of this OREGON STANDARD DRAWINGS ��1"G►NFF, / Standard Drawing, while de- N _ _ — — ..... 8957PE `i Back Of Walk signed in accordance with �� E a DETAIL „B„ generally accepted engineer- CROSSWALK CLOSURE DETAIL �� z ing principles and practices, OREGON �„ is the sole responsibility of �91- o'`� o N IV GENERAL NOTES.- the user and should not be 2021 �9`c 8' 2 P� `n PLAN VIEW used without consulting a DATE REVISION DESCRIPTION !'` A. ARE"'' N 1. All Holes In The Tube Support Frame To Be Predrilled Registered Professional En- EXPIRES: 12-31-25 o By The Manufacturer. (1/32"Larger Than Mounting Bolt) gineer. o 2. Pipe Swaged By The Manufacturer. - plotfile_TM200s_500s°dgn oo Default 1/19/2021 5002038 PM hwyr20m Effective Date: June 1, 2021 - November 30, 2021 TM240 a, I N E Et STRIPING E E DETAILS (2) Li U, U' G PROJECT NO.: 146-004 m- o TYPE: CONSTRUCTION on 3 • REVIEWED BY: PRE 0, c) 4 S S 3 C) .:,_ •_, ., d Z O O © Op 20'� NOTES: 12'-- 12' 12 �� I-12' CENTER IN r 12" 1 -- �1 .5' CENTER IN `�_ � TURN LANE * -- 2'�— 2'- TURN LANE - f �6•5'I 1. LOCATE STOP BARS 10' BACK OF THE EXTENDED EDGE LINE, OPTIONAL 6' MIN. / 10' MAX. f 12 EDGE OF PAVEMENT, OR CURB FACE. VERIFY SIGHT DISTANCE. - OPTIONAL VARIES - 15' I- - i BEGINNING — 60 6'� 2. LOCATE CROSSWALKS AS PER ADA RAMP LOCATIONS OR .5 140" OF FULL WIDTH f + �� MIN 5' BACK OF EXTENDED EDGE LINE, EDGE OF PAVEMENT OR BEGINNING OF FULL LANE WIDTH 1---VARIES---1 15' OF TURN LANE CURB FACE. \16" (TYP.) 3. REMOVAL OF EXISTING STRIPING IS TO BE DETERMINED RIGHT TURN LANE MARKINGS - ELONGATED ARROWS SHALL BE LEFT TURN LANE MARKINGS - ELONGATED ARROWS SHALL BE 120 mil CROSSWALK - CROSSWALK SHALL BE 120 mil WHITE VARIES 25'�I 35' - IN THE FIELD. STRIPING SHALL BE REMOVED AS DIRECTED 120 mil WHITE THERMOPLASTIC PAVEMENT MARKING MATERIAL, WHITE THERMOPLASTIC PAVEMENT MARKING MATERIAL, SEE ODOT THERMOPLASTIC PAVEMENT MARKING MATERIAL. FLei:',:0 BY THE ENGINEER. SEE ODOT DETAIL. USE ADDITIONAL ARROW AT THE MID POINT DETAIL. USE ADDITIONAL ARROW AT THE MID POINT WHEN THE TURN SEE NOTE 2. NARROW RAILROAD CROSSING - LEGEND SHALL BE 120 mil WHITE I PACIFIC COMMON' " DESIGN 4. ALL THERMOPLASTIC PAVEMENT MARKING MATERIAL SHALL 12564 SW Main Street Tigard, OR WHEN THE TURN LANE IS OVER 300 FT. LANE IS OVER 300 FT. THERMOPLASTIC PAVEMENT MARKING MATERIAL. SEE NOTE 6. BE INSTALLED AS PER SECTION 00850 OF THE OREGON 97223 O O O MIN. 3 PLACED ON TOP _ 24„* .- ! STANDARD SPECIFICATIONS FOR HWY. CONSTRUCTION. [T] 503 941 9484 20' I. 1_-_ 20' O 2' SPACING 5. ALL PAVEMENT MARKING SHALL CONFORM TO THE MOST 1ST SUBMITTAL: 04/15/2024 CENTER IN I 40' I - A 10 -� CURRENT ODOT SPECIFICATION. COPIES OF THE MATERIALS 2ND SUBMITTAL: 06/17/2024 TURN LANE f OF CURB @ 3RD SUBMITTAL: 08/28/2024 12" MIN f O SPECIFICATIONS ARE AVAILABLE FROM: 4TH SUBMITTAL: 10/04/2024 OPTIONAL Ar_ 5' MIN m m CO m 4" 6"-.-- BEGINNING O ENGINEER OF MATERIALS AND RESEARCH - VARIES 15, OF FULL WIDTH 45° 4"� 1 — A HWY. MATERIALS LABORATORY REVISIONS 1 RAISED MEDIAN PAVMT. 600 AIRPORT ROAD S.E. NO. DATE DESCRIPTION r -ri-- OF TURN LANE T MARKER ° i.i8„ '..7. 4 f i 2' MIN SALEM, OR 97310 THRU AND TURN LANE MARKINGS - ELONGATED TURN AND THRU m m m 4" YELLOW (503) 986-3100 STRIPE ARROWS SHALL BE 120 mil WHITE THERMOPLASTIC PAVEMENT 40' 8 BI-DIRECTIONAL TYPE I 6. THE ENGINEER MUST OBTAIN AUTHORIZATION FOR STOP BAR - SHALL BE 120 mil WHITE THERMOPLASTIC PAVEMENT MARKING MATERIAL. SEE ODOT DETAIL. USE ADDITIONAL ARROW YELLOW MARKERS (TYP.) A - A PLACEMENT OF "RAILROAD CROSSING" MARKINGS PRIOR TO MARKING MATERIAL, SEE NOTE 1. AT THE MID POINT WHEN THE TURN LANE IS OVER 300 FT. BIKE LANE LINES - ONE 8" WHITE LINE & ONE 4" WHITE LINE WITH A RAISED MEDIAN STRIPE -4" YELLOW LINE WITH 4" YELLOW PLAN APPROVAL. AUTHORIZATION SHALL BE OBTAINED FROM 8" WHITE 45° DIAGONAL LINE AT 40' INTERVALS. BI-DIRECTIONAL TYPE I MARKERS. THE ODOT RAIL DIVISION AND WASHINGTON COUNTY TRAFFIC ENGINEERING. O CD O + THRU TRAFFIC SIDE 0 O X20' - - 20' 7. FOR SCHOOL ZONE STENCILS, USE ODOT DETAIL 'SCHOOL' & C) VARIES (4" TO 28") 40' 40' 'X-ING', AS NEEDED, IN 120 mil WHITE THERMOPLASTIC N- - 20' -- + 2" SPACE m m — 10'-- — 15' 1.- PAVEMENT MARKING MATERIAL. VERIFY LOCATIONS & CO — THRU TRAFFIC SIDE f_ _� i 4" w N( 8" STENCILS WITH COUNTY TRAFFIC ENGINEERING. WHEN BOTH * _ 8" * m m I _— com m ` `i e _ ARE USED, SPACING IS 32 FEET. 2 SPACE r 20' i� 20' i� 4" m mI 4 + m T + m i6 + 12" MAX. i�� THRU TRAFFIC SIDE — f 8. ALL PAVEMENT MARKINGS SHALL BE THERMOPLASTIC WITHIN ` J L4' TTHRU 4" SPACE THE URBAN GROWTH BOUNDARY.SPACE TRAFFIC SIDE — 9. FOR DIAGONAL MARKERS, USE "PREMARK IN-LANE RUMBLE o It 5 he" TWO WAY LEFT TURN STRIPE -4" YELLOW LINES WITH 4" YELLOW BARS" BY FLINT TRADING INC., OR EQUIVALENT. 2 �3" 2' I--.- Z MEDIAN NOSE -TWO 4" YELLOW LINES WITH BI-DIRECTIONAL DIAGONAL MARKERS -4" YELLOW OR _ w O TURN LANE LINE - 8" WHITE LINE WITH 4" WHITE YELLOW TYPE I MARKERS. IF TOTAL WIDTH BETWEEN STRIPES IS WHITE RUMBLE BARS WITH SINGLE 125 mil BASE BI-DIRECTIONAL TYPE I MARKERS. USE ELONGATED ARROWS FOR MONO-DIRECTIONAL TYPE I MARKERS. LESS THAN 16" THEN INSTALL ONLY ONE LINE OF MARKERS. BLACK BASE. CENTER BETWEEN LANE LINES. 250 mil BARSA _ A LEFT TURN ARROWS. X SUBSCRIPT FOR PAVEMENT MARKING. W U) Q N O DENOTES COLOR. (Y)YELLOW OR _I MO X O (W)WHITE. 0 Il a) Z (a 2" SPACE _ 2 — 40' 40' 4" SPACE * LANE MARKING DIMENSION LOCATION CO E 10'� 40' 40' 4�� 40' --`-I� 40' �I VARIES _f t AT OF STRIPING UNLESS NOTED �_ fn Q I * COm m m 1 EDGE OF PAVEMENT �*- m m m OTHERWISE. O * 1 I m m — f C* — + ; -� �4" N ?LVek N t THRU TRAFFIC SIDE - - L4" SPACE THRU TRAFFIC SIDE t 4"� 4" SPACE (n 4 CO `" 15' SPACING TYP. U o BROKEN CENTER LINE -4" YELLOW LINE WITH 4" YELLOW MEDIAN STRIPE -TWO 4" YELLOW LINES WITH 4" YELLOW EDGE LINE -4" YELLOW OR WHITE LINE AS SHOWN ON PLANS. CENTER LINES - TWO 4" YELLOW LINES WITH 4" YELLOW RIVER TERRACE N BI-DIRECTIONAL TYPE I MARKERS. BI-DIRECTIONAL TYPE I MARKERS. BI-DIRECTIONAL TYPE I MARKERS. W IL R s 0 o PARK ® o TRAFFIC FLOW W PHASE 3 IVARIES — 6' - — 6' � 6' �- > ff; o O _I-- 6' ---I * 7 U a 1 0 I 30' 1 0' F 4,, 4'-8" MIN 11 zr 6'� 6'� 8 CL* I� f 1 + LWi a m * lL E - � �2'� �2'� �2'� 25" Mig9 40" W O �� F,�� — 15 -� 8' (.-: -..---Gt. 8957PE �� TRAFFIC FLOW BIKE LANE LINE - 8"WHITE LINE. DOTTED LINE EXTENSIONS THRU INTERSECTION -WHITE OR 06 ' aile, z BIKE LANE DOTTED LINE - 8" WHITE LINE. BICYCLE LANE MARKING - SHALL BE 90 mil WHITE PREFORMED 0 YELLOW LINE. WIDTH AND COLOR SAME AS LINE BEING EXTENDED. L1J OREGON cb N LANE LINE -4" WHITE LINE WITH 4" WHITE MONO-DIRECTIONAL HIGH SKID THERMOPLASTIC PAVEMENT MARKING MATERIAL. I- u) 4. O'` o SHALL BE 120 mil THERMOPLASTIC PAVEMENT MARKING Z D 8, 2 N TYPE I MARKERS. 9� �,Q N MATERIALS. O z J FA. qRE� -3 FT. MIN. TO 5 FT. MAX. U Q w EXPIRES: 12-31-25 o O (ADJUST SPACING TO CD J Z U S VARIES MISS WHEEL TRACKS) VARIES AFF�C SIDE m Z O O Q ~� �24 IN THRU TR m 12" O z Q z o a' 36° (D .i:!lilllliliuti!ui. ! 6FTMc° 00 STRIPING E IN WHITE LINE f VARIES Q_ Q U o o r W o DETAILS (3) NW c Z � v 10 FT. (6 FT MIN.)J CHEVRON BARS - SHALL BE 120 MIL EXTRUDED WHITE N_cw STAGGERED CONTNENTAL CROSSWALK- SHALL BE 120 mil WHITE THERMOPLASTIC MATERIAL. PLACE MONO - DIRECTIONAL WHITE ,AN HIGH SKID THERMOPLASTIC PAVEMENT MARKING MATERIAL. BUTTONS AT THE ENDS OF EACH LEG OF CHEVRON. �* ! c0 V PROJECT NO.: 146-004 &. I- Or 1'„t! Q TYPE: CONSTRUCTION on' tit 0 0•3 REVIEWED BY: PRE 12 rn S 4 0 0 0 SS4 a z I I - PROPERTY LINE -- _- . I - - - - - - - - - - - - - - - - - - - -_ 4 f I 1 I N PROPOSED TREE STANDS I \ \ /I TRACT J 1 I 152 153 154 155 156 157 158 1 1,- TOTAL AREA TREE CANOPY 5,436 SF 6,197 SF 4,978 SF 5,751 SF 5,732 SF 6,012 SF 6,864 SF AREA I STREET TREES AND LAWN TO BE 11 PROPOSED X 2,455 SF 3,069 SF ' I INSTALLED AT TIME OF HOME BUILD \\ �\/\ ii TRACT I I 9 07 -_ -__ 1---- ,.-1 ( TOTAL AREA TREE CANOPY TRACT K 9208 )�SIR 9206\ 'r= 9205� �9204\�, ``,A 9203 9201 9259: 9200 • 9198 AREA ►C � 1'1 PROPOSED \ 1 ,964 SF 2,455 SFI - - -- PACIFIC COMMUNITY DESIGN I747N' SW MAYBELL N \\ /� \ �% \ % �\ �� -\ /� �„/ -_-� 12564 SW MainStreetTigard, R �-� 1_ '� .,,- _.-4,, 0 97223 7-- A o -ice I1-�i � �y -I �I- 9260 i ©� �� i/9209 �° ■�. '!�IIMMI IffirM M Ott NWI \ [T] 503 941 9484 E ��rl ; 4TH SUBMITTAL: 10/04/2024 Al 9210; • ,i\ STREET TREES AND LAWN TO BE \ i 134 I 0XI I ,\ fINSTALLED AT TIME OF HOME BUILD © STREET TREEI 4,476 SF I I WITH OPEN SOIL \ \ REVISIONS 1�1/ 97I 135 1111 \_��,_.'/ 104 103 102 101 100 99 98 6,795 SF ` \151 w 4,512 SF \ NO. DATE DESCRIPTION 9303 7,406 SF �I 4,864 SF 4,050 SF 4,500 SF 4,500 SF 4,050 SF 4,500 SF8,124 SF I • I rI \ `\- 1- ■i -,i 133 \ 1i. '/ \ I �� ,1' 9075 4,0505E / W O -- - \ Nor 0 R 'i c 9041 \_IN w 136 ii n I 119211 /. m mw \ \Ill li '/ n�V �� w 3,240 SF °0 mdi , `."�NIM 150 R 1 :� ,� a9074_ 3 O2 I- w '\ ;; STREET TREE SCHEDULE - PH 3 N1N 3,690SF �F1 �� Q SLi. 132 Z p22 � p O 4,500 SF Q = i1 \,asz w \ �'/ 105 106 Ii 1507 1508 1509 ISYMBOL QTY BOTANICAL / COMMON NAME SIZE CONTAINER Om9044 N 137 ZOw ! `i ?""`� 0 4,908 SF 4,500 SF ii 4,500 SF 4,500 SF 4,500 SFH w 0 I! 1k, wH 3,239 SFN \'`- =/�, \'I 149 3 = 0� I" 9073,1- w STAND J - 1 Qli I \1 = 3 -LU STREET TREES AA l / KO 718' 18 I 3,690 SF _1 wM4w AREA: 2,455 SF o \ �� STREET TREES AND LAWN TO BEZO 9Iz54' i� HI- CANOPY: 3,069 SF 131 ,- INSTALLED AT TIME OF HOME BUILDI 0 II510ERCIDIPHYLLUM JAPONICUM / KATSURA TREE 2" CAL. BEtB Q � .+ I01' �^ Z 138 I_ 4,050 SF 1- H -- a&V�439 \�, __w ~ ` ? ii1 W �.�1/� ��/= 9270 /� 9269-9268 /� 9267 9266Y° cc Q •9072 ,- /♦ /� /�� I ��r9213III eetSfi�iM31E J/I_ I�111 ffi .o. I �f i�� i!©�"�11��© I -148 1-1_ �ww ;►,�-,-, ►,�,`� ,�` ,�,� �,�,`I� 1LU la�% i� l�1J/ �� 1� ��1% �1��1�I 3,690 SF w -I 1 �� -�, ��zll lo15FJ �� • Z 1 (\�_ 13 CORNUS CONTROVERSA'JUNE SNOW JFS' / JUNE SNOW'""GIANT DOGWOOD 2" CAL. BEtB N N - o �� li�.ldllllll�I►_�► ��` ` g Z � SW ROSLYN LN �1Z o rn 01 " ®,�k i4/iL 1_!0\ \ 927635T=9 1�1 • MI -W, ��' 9o. 27I 9._ "'!_92749275 9218- r 19 KOELREUTERIA PANICULATA / GOLDEN RAINTREE 2" CAL. BEtB I3 90711 130 ©I ��147hrdir 1394,050 SF a in 3,690 SF 9043,, �� Iii1 �, 6� STREET TREES AND LAWN TO BE I ---Loi y #�i 4,050 SF �. p_I� ■II [ , /� \ INSTALLED AT TIME OF HOME BUILD I TOTAL: 83 �� ©1,160'=29 jWeh.I 140 I . Ill 1 i �� 114 113 112 111 110 SYMBOL CODE QTY BOTANICAL / COMMON NAME SIZE146 O� ' 129 �� ■i�i1N I 3,687 SF �_ �I 4,053 SF4,548 SF �.I /19246 4,818 SF 4,050 SF 4,500 SF 4,500 SF 4,050 SF I � 1irN , kI .„5 z1z GROUND COVERS . 9069 �1■� 9215 D Di I r ce_. �' I Im m LAWN 9,616 SF PRO-TIME 309 SUPREME MIX OR APPROVED EQUAL SEED 141 1lA _ RIVER TERRACE ,II� ® STREET TREE I jsl4 I 4,161 SF PLANTING1 1 ��I\0 9040 �� I \ � 92451 TREES IN THIS AREA WILL BE PLANTED WITH ROOT PATHPARK o I �/0 �I 128 I 1 3� 1W �, Q 383'=10 \ .��o t♦� 97,_ 4,500 SF =. � 41 \, , -.2I p 590' 15 PHASE 3 O 145 9046 �� `�. �� /�D, • El Qo I 7,941 SF �� O A� .1��I � � /A 115 116 117 118 119 I STREET TREES BY STREET FRONTAGES IL 9047 W W M 9067\ 2 O i142 IIQ r.. /I Q Z 4,569 SF4774 SF 4050 SF 4,500 SF 4,500 SF 4,050 SF I FRONTAGE LENGTH /40 = # REQUIRED STREET TREESGI S TEh'Lw`' 127 1 ■, � A� 35T /40 = 9 TREES ..' �.d t= Q . `\ i� STREET FRONTAGE 1 O p`Q 4,412 SF III rIIDENTIFIER 1 OJ! IO 383'/40 = 10 TREES • ��nd� c,, �� 1 STREET TREES AND LAWN TO BEwHoCt,�,�►I 904��ir �•� I / �` �' / \ '/ INSTALLED AT TIME OF HOME BUILD aM !/ i��/ Q �� _ _ I J 590'/ 40 = 15 TREES © t'' Michelle L. Hundleyi� 0a *�/� ■ it -_ - ;- - w t 4Li 41 STAND I 1 143 ■I1,44014,,,,. M1AKL_ 9239 •c_ 9240; �`.- ��L `�� O 190'=5 OREGON 4,4 r� _ _ L1REQUIREDSTREETTREE 08/04/2021 LU IN - K 718 /40 = 18 TREES ANk //71 � c., AREA: 1,964 SF �\„\ �h,�_I�■�� Irlll`IIA.I_\ III I�.- ��"I I,-�� I-�- (`,�1,1 I III 9238 I; QUANTITY LENGTH/40 V' 2 1 CANOPY: 2,455 SF I `\�•I ,. ►i��i�i III 11 ` 1O 1,160' / 40 = 29 TREES FRONTAGE LENGTH �� 9219 LU , - --- -- VALID THROUGH 08/31/2024 IN 126 1�� :- �BLA�KSTON LN -- -\ I 4.1 5,099 SF .-,, .., ‘‘IL. Mk:_k„. gi, TOTAL = 80 REQUIRED STREET FRONTAGE TREES �� 61. I �� i��- �� 922ar 5 ,I� \,.. NN •♦ / , ��No �_ ice:, 0 ��;`�`� 9220 1 ♦♦. 144 �,�,•� ;��, \�,_-•os \�I.Tw IMI.W- MlW��i \sari \�I.W- NOTES: so •♦ 6,397 SFI ��Itv�� I 1. PLANTED AREAS UNDER STREET TREES UNLESS OTHERWISE NOTED ARE TO BE SEEDED WITH GRASS SEED SUPREME MIX (LAWN). ••.. �`♦ 4.`�`� �` STREET TREES AND LAWN TO BE I 2. A PERMANENT UNDERGROUND IRRIGATION SYSTEM WITH BATTERY CONTROLLED VALVES WILL BE PROVIDED FOR ALL LAWN TREE sit \ N\� I TRACT I INSTALLED AT TIME OF HOME BUILD AREAS UNDERNEATH STREET TREES. a 9,977 SF \\\� 3. ALL STREET TREES ARE TO BE PLANTED PER CITY OF TIGARD SPACING DETAIL 3 SHEET L1.05, KEEPING ALL STREET TREES AT SITECANOPY a \ y ` LEAST 15' FROM AN INTERSECTION. PLAN . �i• �`�� +��`.. 125 124 123 122 121 120 4. ALL STREET TREES ARE TO BE INSTALLED WITH A GEO TEXTILE ROOT CONTROL SYSTEM PER CITY OF TIGARD DETAIL 2 SHEET if) •' S� ��` 4 4,373 SF 4,731 SF 4,730 SF 4,730 SF 4,730 SF 4,730 SF I L1.05 Et DETAILS 1 Et 2 SHEET L1.06. Q .� As ; / .` \ �;,�, 0 1 5. STREET TREES MUST BE INSTALLED TO MEET THE FOLLOWING HEIGHT CLEARANCE STANDARDS: 8 FEET OF CLEARANCE ABOVE bi / .. �p ' `�\ ',444w `\\` ``. STREET TREE- PUBLIC SIDEWALKS; 13 FEET OF CLEARANCE ABOVE PUBLIC LOCAL AND NEIGHBORHOOD STREETS;15 FEET OF CLEARANCE • �� WITH ROOT PATH ABOVE PUBLIC COLLECTOR STREETS; AND 18 FEET OF CLEARANCE ABOVE PUBLIC ARTERIAL STREETS. J ; 10 i (TYP) ' ��,�� - PROJECT NO.: 146-004 �` - -iiiiiiin PHASE 3 L-661- - - - - - - - - _ I STATEMENT: TYPE: CONSTRUCTION `� PHA REVIEWED BY: MLH 2 ' I, MICHELLE L. HUNDLEY, ATTEST THAT THE TREE CANOPY SITE PLAN MEETS ALL OF THE o 0 TREE CANOPY SITE PLAN REQUIREMENTS IN SECTION 10, PART 2 OF THE TIGARD URBAN FORESTRY MANUAL. o o MICHELLE L. HUNDLEY SCALE o REGISTERED LANDSCAPE ARCHITECT#1085stS 40 0 20 40 i o 1 INCH = 40 FEET L1 . 01 0_ I NOTES: PLANTED AREAS UNDER STREET TREES TO BE SEEDED WITH GRASS SEED SUPREME MIX (LAWN). LAWN (SEEDED) PRO-TIME 309 (SUPREME MIX) GRASS SEED BY HOBBS AND HOPKINS, LTD. NOTE: RATE: 8 LBS/1000 SQUARE FEET. 1. TIE BRIGHTLY COLORED IP P.V.C. RIBBON ON WIRE 1. A PERMANENT UNDERGROUND IRRIGATION SYSTEM WILL BE PROVIDED FOR ALL STREET TREES & LAWN AREAS. GUYS. (MIN. 1 PER GUY.) 2. IN LAWN AREAS CUT TREE 2. ROOT BARRIERS SHALL BE INSTALLED ACCORDING TO MANUFACTURE'S SPECIFICATIONS WHEN A TREE IS PLANTED WITHIN 5 FEET OF ANY HARD SURFACE CIRCLE AT 4' RADIUS FROM PAVING OR UTILITY BOX. FOR LOCAL STREET SEE DETAIL 1 & 2 SHEET L1.03. TRUNK. 1. TREE TIE (2) 3. IF SOIL COMPACTION OCCURS BACKHOE TURNING SHOULD BE USED TO LOOSEN THE SOIL. ) TO BE 3' UNDER FIRST LIMBS • BACKHOE TURNING: REMOVE ANY LAYERS OF GOOD TOPSOIL. SPREAD 3-4" OF ORGANICS (HIGH-LIGNIN COMPOST) OR ESCS (EXPANDED SHALE/CALCINE Allik\ MULCH AS SPECIFIED. OR 5' HIGH. WHICH EVER IS LOWEST. CLAY)AMENDMENT OVER THE AREA, PRIOR TO TURNING THE SOIL. MAINTAIN A SAFE DISTANCE FROM PAVING, SIDEWALKS, AND STRUCTURES, USE KEEP MULCH CLEAR OF GALV. STEEL WIRE; BACKHOE TO TURN SOIL TO 36' DEPTH. BREAK SOIL INTO LARGE PEDS AND LOOSELY INCORPORATE THE SOIL AMENDMENT. MAINTAIN A SLOPE OF TRUNK BASE. LOOSEN TO ALLOW 4" OF III COMPACTED SOIL AT THE EDGE OF PAVING SO AS NOT TO UNDERMINE THE PAVING SUB-BASE. HAND TURNING MAY BE NECESSARY ALONG THE EDGE OF T II MOVEMENT IN ALL PAVING AND AT WALLS, DO NOT TILL TO A DEPTH GREATER THAN THE BOTTOM OF FOOTING. AFTER TURNING RE-SPREAD TOPSOIL AND 3-5" OF YARD 2"X2"X8' WOOD STAKES SET WASTE ORGANIC AMENDMENT OVER THE SURFACE AND LIGHTLY TILL TO BREAK THE SOIL TEXTURE SUITABLE TO FINE GRADE. OUTSIDE ROOTBALL ON - N DIRECTIONS WINDWARD AXIS (REMOVE AFTER ONE YEAR) Z GENERAL NOTES: LANDSCAPE PLAN FINISH GRADE ill-11 _ a N BACKFILL SOIL - IFHEM- °O = Z =III=I . I,=1I1=' I- I- PACIFIC COMMUNITY DESIGN 1. THE CONTRACTOR SHALL VERIFY WITH OWNER AND UTILITY COMPANIES THE LOCATIONS OF ALL UTILITIES PRIOR TO CONSTRUCTION. THE CONTRACTOR -1 1 II':; . :/ 8 0ffi 12564 SW Main Street Tigard, OR SHALL DETERMINE IN THE FIELD THE ACTUAL LOCATIONS AND ELEVATIONS OF ALL EXISTING UTILITIES WHETHER SHOWN ON THE PLANS OR NOT. THE b 11-11 - -- I- - ' -111, rEMEMEN _ 11=1 97223 CONTRACTOR SHALL CALL UTILITY PROTECTION SERVICE 72 HOURS PRIOR TO CONSTRUCTION. 1111E111=111- 1 III= CUT AND REMOVE TWINE [T] 503-941-9484 El III= = BURLAP, AND WIRE BASKET 2. THE CONTRACTOR SHALL EXAMINE FINISH SURFACE, GRADES, TOPSOIL QUALITY AND DEPTH. DO NOT START ANY WORK UNTIL UNSATISFACTORY I =11I- -III ..I FROM TOP AND SIDES OF CONDITIONS HAVE BEEN CORRECTED. VERIFY LIMITS OF WORK BEFORE STARTING. DIAMETER OF ROOTBALL. ROOTBALL + 12" 4TH SUBMITTAL: 10/04/2024 3. CONTRACTOR TO REPORT ALL DAMAGES TO EXISTING CONDITIONS AND INCONSISTENCIES WITH PLANS TO OWNER'S DESIGNATED REPRESENTATIVE. REVISIONS 4. ALL PLANT MASSES TO BE CONTAINED WITHIN A BARK MULCH BED, UNLESS NOTED OTHERWISE. USE MEDIUM AGED DARK FIR MULCH. APPLY A UNIFORM 3-4 INCH LAYER OF BARK MULCH AROUND TREES AND SHRUBS IN GENERAL LANDSCAPE, AND 2-3 INCH LAYER IN STORMWATER FACILITIES. KEEP MULCH NO. DATE DESCRIPTION AT LEAST 6 INCHES AWAY FROM THE TRUNKS OF TREES. PLACE AFTER SOIL BLEND AND VEGETATION INSTALLATION. DECIDUOUS TREE 5. BED EDGE TO BE NO LESS THAN 11.5"AND NO MORE THAN 18" FROM OUTER EDGE OF PLANT MATERIAL BRANCHING. WHERE GROUND-COVER OCCURS, 1 SCALE:N. T S PLANT TO LIMITS OF AREA AS SHOWN. 6. CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE IN ALL LANDSCAPE BEDS AND ALL LAWN AREAS. 7. CONTRACTOR TO FINE GRADE AND ROCK-HOUND ALL TURF AREAS PRIOR TO SEEDING, TO PROVIDE A SMOOTH AND CONTINUAL SURFACE, FREE OF IRREGULARITIES (BUMPS OR DEPRESSIONS) & EXTRANEOUS MATERIAL OR DEBRIS. DEEPROOT TREE ROOT BARRIER; UB24-2; INSTALL 2" BELOW CURB STAKES 8. QUANTITIES SHOWN ARE INTENDED TO ASSIST CONTRACTOR IN EVALUATING THEIR OWN TAKE-OFFS AND ARE NOT GUARANTEED AS ACCURATE GRADE (BOTH SIDES) TREE TIE REPRESENTATIONS OF REQUIRED MATERIALS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR HIS BID QUANTITIES AS REQUIRED BY THE PLANS AND 12 LINEAR FEET MIN. TREE TRUNK SPECIFICATIONS. IF THERE IS A DISCREPANCY BETWEEN THE NUMBER LABELED ON THE PLANT TAG AND THE QUANTITY OF GRAPHIC SYMBOLS SHOWN, SIDEWALK MULCH THE GRAPHIC SYMBOL QUANTITY SHALL GOVERN I/ / / / / / / / / 4 / / / / / / / I �� 9. COORDINATE LANDSCAPE INSTALLATION WITH INSTALLATION OF UNDERGROUND SPRINKLER AND DRAINAGE SYSTEMS. ce Nrf w N 10. WITH THE EXCEPTION OF THOSE TREES INDICATED ON THE TREE REMOVAL PLAN, CONTRACTOR SHALL NOT REMOVE ANY TREES DURING c > /EN. CONSTRUCTION WITHOUT THE EXPRESS WRITTEN CONSENT OF THE OWNER'S DESIGNATED REPRESENTATIVE. EXISTING VEGETATION TO REMAIN SHALL Iz O BE PROTECTED AS DIRECTED BY THE OWNER'S DESIGNATED REPRESENTATIVE. J 3 1 4 a 11. WHERE PROPOSED TREE LOCATIONS OCCUR UNDER EXISTING OVERHEAD UTILITIES OR CROWD EXISTING TREES, NOTIFY OWNER'S DESIGNATED I / / / / / / / / / / / / / / / / / / / / / / I REPRESENTATIVE TO ADJUST TREE LOCATIONS. CURB 12. LANDSCAPE MAINTENANCE PERIOD BEGINS IMMEDIATELY AFTER THE COMPLETION OF ALL PLANTING OPERATIONS AND WRITTEN NOTIFICATION TO THE GUTTER OWNER'S DESIGNATED REPRESENTATIVE. MAINTAIN TREES, SHRUBS, LAWNS AND OTHER PLANTS UNTIL FINAL ACCEPTANCE OR 90 DAYS AFTER STREET NOTIFICATION AND ACCEPTANCE, WHICHEVER IS LONGER. 6' jr 13. REMOVE EXISTING WEEDS FROM PROJECT SITE PRIOR TO THE ADDITION OF ORGANIC AMENDMENTS AND FERTILIZER. APPLY AMENDMENTS AND 12 FERTILIZER PER THE RECOMMENDATIONS OF THE SOIL ANALYSIS FROM THE SITE. 14. BACK FILL MATERIAL FOR TREE AND SHRUB PLANTING SHALL CONTAIN: ONE PART FINE GRADE COMPOST TO ONE PART TOPSOIL BY VOLUME, BONE MEAL j71A1� PER MANUFACTURER'S RECOMMENDATION, AND SLOW RELEASE FERTILIZER PER MANUFACTURER'S RECOMMENDATION. TREE PLANTER & BARRIER FOR WV� 0 15. GROUND COVERS AND PERENNIALS SHALL BE PLANTED WITH A MAXIMUM 2 INCH COVER OF BARK MULCH WITH NO FOLIAGE COVERED. N C2 TREES IN RIGHT OF WAY E 16. CONTRACTOR SHALL OBTAIN WRITTEN APPROVAL FOR ALL PLANT MATERIAL SUBSTITUTIONS FROM THE LANDSCAPE ARCHITECT PRIOR TO / SCALE:N.T.S INSTALLATION. PLANT SUBSTITUTIONS WITHOUT PRIOR WRITTEN APPROVAL THAT DO NOT COMPLY WITH THE DRAWINGS AND SPECIFICATIONS MAY BE / o REJECTED BY THE LANDSCAPE ARCHITECT AT NO COST TO THE OWNER. THESE ITEMS MAY BE REQUIRED TO BE REPLACED WITH PLANT MATERIALS THAT - / RIVER TE RRAC E ' ARE IN COMPLIANCE WITH THE DRAWINGS. NI- PARK `" 17. ALL PLANT MATERIALS SHALL BE NURSERY GROWN WITH HEALTHY ROOT SYSTEMS AND FULL BRANCHING, DISEASE AND INSECT FREE AND WITHOUT o DEFECTS SUCH AS SUN SCALD, ABRASIONS, INJURIES AND DISFIGUREMENT. _ MIN. 15' PHASE 3 o STREET RIGHT WAY CORNER 18. ALL PLANT MATERIAL SHALL BE INSTALLED AT THE SIZE AND QUANTITY SPECIFIED. THE LANDSCAPE ARCHITECT IS NOT RESPONSIBLE FOR l NOT CLOSER THAN 20' MIN. 10' SUB-STANDARD RESULTS CAUSED BY REDUCTION IN SIZE AND/OR QUANTITY OF PLANT MATERIALS. ANY DIRECTION MIN. 4' I CD STREET LIGHT CATCH BASIN JIL 19. STORMWATER FACILITY BLENDED SOIL PER CITY OF PORTLAND SECTION 01040.14. STANDARD w MIN. 4' MIN. 4' �GI S TERM = 20. SOIL PREPARATION SHOULD COMPLY WITH MASTERSPEC SPECIFICATION SECTION 329113. - - MIN 2 1/2' FROM A - 4 1085 HARD SURFACE MIN 21. ALL MATERIALS ARE SUBJECT TO THE APPROVAL OF THE LANDSCAPE ARCHITECT AND LAND OWNER AT ANY TIME. LANDSCAPE ARCHITECT TO INSPECT PLANTER 2' g - STRIP ALL PLANT LOCATIONS AND PLANT BED CONDITIONS PRIOR TO INSTALLATION. ON-SITE ADJUSTMENTS MAY BE REQUIRED. t'' Michelle L. Hundley H PLANTER U a STRIP OREGON W w 22. CONTRACTOR TO VERIFY BED MEASUREMENTS AND INSTALL APPROPRIATE QUANTITIES AS GOVERNED BY PLANT SPACING PER SCHEDULE. PLANT 08/04/2021 w MATERIAL QUANTITIES SHOWN ON PLAN ARE MINIMUM QUANTITIES. ADDITIONAL MATERIAL MAY BE NEEDED TO MEET SPACING REQUIREMENTS AND k • I I I I �C'`�pE A ~ I- FIELD CONDITIONS. _� w r ;fie VALID THROUGH 08/31/2024 w O O O yogi** ce 23. ANY PLANT MATERIAL INSTALLED IN AN INCORRECT LOCATION, BY THE JUDGEMENT OF THE LANDSCAPE ARCHITECT, SHALL BE REINSTALLED AT THE y CONTRACTOR'S EXPENSE. DE\ALK WATER 0 24. LANDSCAPE CONTRACTOR SHALL VERIFY ALIGNMENT AND LOCATION OF UNDERGROUND AND ABOVEGROUND UTILITIES AND PROVIDE THE NECESSARY METER 4 SIDEWALK PROTECTION FOR THE SAME BEFORE CONSTRUCTION BEGINS. PU a c) TREE FIRE HYDRANT, rn 25. NO PLANT MATERIAL SUBSTITUTIONS WILL BE ACCEPTED UNLESS APPROVAL IS GRANTED BY THE LANDSCAPE ARCHITECT TO THE LANDSCAPE "'EES a UTILITY BOX OR CANOPY °' CONTRACTOR. a a UTILITY POLE NOTES &a DRIVEWAY 6 26. CONTRACTOR TO GIVE THE LANDSCAPE ARCHITECT A MINIMUM OF 48 HOURS NOTICE FOR REQUIRED OR REQUESTED JOB SITE VISIT. a UNDERGROUND LATERAL OR ANY iiii a DETAILS N fo 0 ` Di ° a PROPERTY LINE UTILITY "" ' PORCH 0 I %I L� 11 oz r _1 ri jHOUSE PROJECT NO.: 146-004 N. I TYPE: CONSTRUCTION on 3 REVIEWED BY: MLH L o 3 CITY OF TIGARD STREET TREE SPACING o- SCALE:N. T S 0 .o 1- a Ll . 02 STANDARD COVERED SOIL VOLUME SPECIFICATIONS REMOVAL, STORING AND AMENDED SOILS FOR PLANTED AREAS: 1. PART 1. COVERED SOIL MATERIALS CONTRACTOR SHALL REMOVE ALL DEBRIS FROM PLANTER AREAS AND A. COVERED SOIL SHALL CONSIST OF THE FOLLOWING MIXTURE OF GRAVEL, SOIL AND ADMIXTURES: EXCAVATE TO A DEPTH OF 36 INCHES. SLOPE SLIDES OF EXCAVATIONS AT 1:1 SLOPE OR SHORE EDGES TO PREVENT UNDERMINING OF VEHICLE LOAD 1. CRUSHED ROCK, GRADATION OF 100% PASSING 1.25 INCH, MAX. 30% PASSING 0.75 INCH AREAS AND TO PROVIDE A SLOPED PROFILE TRANSITION BETWEEN SOIL OPEN SOIL VOLUME-(PUNTER STRIP AREA+FRONT YARD AREA CONNECTED BY THE COVERED 2. LOAM/ORGANIC TOPSOIL TYPES AND STRUCTURAL FILL. DISPOSE OF DEBRIS AND SUBSOIL STOCKPILE CONTINUOUS ROOT PATH)x SOIL DEPTH 3. SOIL BINDER SUCH AS "STABILIZER" EXCAVATED TOPSOIL IN APPROVED AREA OFF SITE. PLANTER STRIP AREA=6 FEET X22 FEET=132 S.F. 4. WATER AREA CONNECTED BY CONTINUOUS ROOT PATH=4,000 S.F. EXISTING AND IMPORTED TOPSOIL AMENDMENTS SHALL BE DETERMINED BY I OPEN SOIL VOLUME-(132 S.F+4000 S.F.)x3'-12,396 C.F. I PART 2. PROPORTIONS OF COVERED SOIL MATERIALS THE LANDSCAPE ARCHITECT AND APPROVED BY THE CITY ARBORIST. SOIL \ SOIL(50'ARADI S)LE — COVERED SOIL VOLUME=(SIDEWALK WIDTH)x(SIDEWALK LENGTH)x(STRUCTURAL SOIL DEPTH) MIXING SHALL BE DONE IN DESIGNATED AREAS OR IN THE SUPPLIERS YARD. --- COVERED SOIL VOLUME=(61x(3•)x(31=54C.F. TREE'A A. THE PROPORTIONS OF COVERED SOIL MATERIALS SHALL BE AS FOLLOWS: MIX AMENDMENTS WITH TOPSOIL WHEN SOIL IS IN A FRIABLE CONDITION BUILDING ' TOTAL SOIL VOLUME�PEN SOIL VOLUME+COVERED SOIL VOLUME=12,398 C.F.+54 C.F.=12450 C.F. i/ 12,450 C.F.IS GREATER THAN THE SOIL VOLUME REQUIREO BY A STREET ONLY ( DAMP AND NOT MUDDY WITH ADEQUATE MOISTURE TO BREAK INTO TREEINAI2'RIGHTOF WAY(500 C.F4)THEREFOERE THISSOILVOLUMEMEETs -'T_ Ir T/ CITYREQUIREMENTS.MATERIAL AMOUNT FOR 1 CY AMOUNT FOR 4.6 CY CLODS WHEN TURNED AND WILL NOT LEAVE A MUD STAIN ON THE AND /OF COVERED SOIL OF COVERED SOIL PERCENT OF SOIL MIXES WITH ALL AMENDED SOIL TO THE CITY PRIOR TO /iINSTALLATION.CRUSHED ROCK 23.2 CUBIC FEET 4 CUBIC YARDS _ _,,,,, nary, BLENDED SOIL PLACEMENT AND COMPACTION: / / *AM ,.. .1 �� ,, ,t, TOPSOIL 5.9 CUBIC FEET 1 CUBIC YARD 7 / `t. LANDSCAPED FRONT • F SOIL SHALL BE FRIABLE WHEN PLACED AND COMPACTED. PLACE SOIL IN YARD Y)� s.• ''..'. r :y.. / (OPEN SOIL VOLUME) ., I:Li liPi::11 LAYERS OF NOT MORE THAN 12" IN DEPTH. PROVIDE 3 PASSES WITH A 2" 4,000S.F. "' SOIL BINDER 13.7 CUBIC FEET 4 POUNDS /�� 0 2 PACIFIC COMMUNITY DESIGN COMPACT PLATE VIBRATING COMPACTOR. COMPACT TO 80-85% MAXIMUM ' LIMIT OF AVAILABLE j o S' SOIL(50'RADIUS) / 12564 SW Main Street Tigard, OR WATER 1.6 GALLON 46 GALLONS DRY DENSITY AS MEASURED BY THE PROCTOR TEST OR AS APPROVED FOR I�j///// OPEN SOIL VOLUME m OPEN SOIL VOLUME 97223 SPECIFIC BLENDED SOIL MIXES. f/ W o CURB L TREE'A' U. [T] 503 941 9484 RED SOIL/ ` �i/%%�/�,� 6 • B. THE TARGET MOISTURE CONTENT IS 20% BY WEIGHT OF THE TOPSOIL WEIGHT. THE ABOVE WATER VOLUME(MINM MROOT PATH E WIDTH 3') �!I� ( STREETiiit\ As; STREET CONTENTS ASSUME THE TOP IS DRY. THE AMOUNT OF WATER THAT WILL NEED TO BE ADDED WILL BE V// WNIyIwWNIWWprr1WoWa� pIHIIyrIIHI� 4TH SUBMITTAL: 10/04/2024 \ ROOTBARRIERPER I=IIIIIIIIIII o-o.o"o'. o o" .. B'''DEPENDENT ON THE MOISTURE CONTENT OF THE RAW MATERIALS. ACTUAL AMOUNTS OF WATER USED SHALL \ DEWALK ROOT ARRIERP'SSPECIFICATIONS 000a..000•0000 '/ `" ' `1 ' \ 11111 j111111111�I I II I I I I I \�\j/;- III=III=III—III=111=111=1 BE DETERMINED DURING MIXING. "�" � 3'" " " " • \ \ o•000a 000;00000 I I1 1�1—I oio�o:o'g: °o'goo• / / III �:111;111- PARTII111=111,1 111�I11' REVISIONS \ -III—_=.— . . — .—_ _—_�� I I III� SOIL VOLUME UNAVAILABLE TO -III • —III—Ii—3. COVERED SOIL MIXING PROCEDURES SOIL VO U EUNAVOVEREDLANDSC DsFoI ONTYARD '—III= \\ BUILDING SOIL VOLUME ROOT PATH (OPEN SOIL VOLUME) l ITl 1 1 1 1 l l III ROOT BARRIER PER NO. DATE DESCRIPTION A. MIX COVERED SOIL IN BATCHES OF AN APPROPRIATE SIZE FOR THE EQUIPMENT BEING USED. THE END \ \ SIDEWALK MANUFACTURER'S SPECIFICATIONS ROOT PATH COVERED SOIL VOLUME DRAINAGE RESULT IS TO BE A MATERIAL THAT IS UNIFORMLY BLENDED TOGETHER. DO NOT BATCH IN QUANTITIES THAT 1 WILL NOT ALLOW THE EQUIPMENT TO COMPLETELY MIX THE MATERIAL. DETERMINE BATCH SIZE AND \.. COMPACTED SUBGRADE QUANTITIES OF EACH MATERIAL NEEDED FOR THE BATCH. \� 12'RIGHT OF WAY —1z'RIGHT OFwAY —CURB PROFILE LIMIT OF AVAILABLE B. START WITH HALF OF THE CRUSHED ROCK MATERIAL. SOIL(50'RADIUS) _____ NO SCALE EXAMPLE SOIL VOLUME DWG.N0. C. ADD ALL OF THE TOPSOIL MATERIAL. PLAN CALCULATION — STREET TREE APPENDIX 11 WITH ROOT PATH D. ADD THE SOIL BINDER. E. ADD HALF OF THE ESTIMATED WATER. TREE WITH ROOT PATH F. ADD THE OTHER HALF OF THE CRUSHED ROCK MATERIAL. EI ) STREET SCALE:N.TS G. MIX THE MATERIAL TOGETHER. H. SLOWLY ADD WATER TO THE MIXTURE AND CONTINUE TO MIX. THE FINAL AMOUNT OF WATER WILL VARY WITH MOISTURE CONTENT OF THE CRUSHED ROCK AND TOPSOIL. ADD WATER IN INCREMENTAL AMOUNTS AND MIX THE MATERIAL BETWEEN THE ADDITIONS OF WATER. I. STOP ADDING WATER AND MIXING WHEN THERE IS A MINUTE AMOUNT OF FREE TOPSOIL REMAINING. THE TOPSOIL WILL COAT THE CRUSHED ROCK AND NOT FALL OUT OF THE MATERIAL. ALL OF THE CRUSHED ROCK SHALL BE UNIFORMLY COATED WITH TOPSOIL. THERE SHALL BE NO CLUMPS OF TOPSOIL OR UNCOVERED CRUSHED ROCK IN THE MIXTURE. J. IF TOO MUCH WATER IS ADDED TO THE MIXTURE, WATER WILL DRAIN OUT OF THE MATERIAL AND THE TOPSOIL WILL WASH OFF OF THE CRUSHED ROCK. IF THIS OCCURS THE BATCH OF MATERIAL SHALL BE DISCARDED AND SHALL NOT BE INCORPORATED INTO THE COMPLETED WORK. PART 4. PLACEMENT OF COVERED SOIL R:Lve)t,I I ROOT BARRIERPER TOTAL SOIL VOLUME CALCULATION FOR TREE'A': A. PROTECT SOILS AND MIXES FROM ABSORBING EXCESS WATER AND FROM EROSION AT ALL TIMES. DO NOT I MANUFACTURER'S STORE MATERIALS UNPROTECTED FROM RAINFALL EVENTS. DO NOT ALLOW EXCESS WATER TO ENTER SITE II liI SPECIFICATIONS OPEN SOIL VOLUME=100'x5'x3'=1,500C.F. t6 N PRIOR TO COMPACTION. IF WATER IS INTRODUCED INTO THE MATERIAL AFTER GRADING, ALLOW MATERIAL TO E i DRAIN OR AERATE TO OPTIMUM COMPACTION MOISTURE CONTENT. � I COVERED SOIL VOLUME=0 C.F. TOTAL SOIL VOLUME=1,500C.F. w 1,500 C.F.IS GREATER THAN THE SOIL VOLUME REQUIRED BY A STREET TREE IN AN 18'RIGHT OF WAY(800 C.F.)THEREFORE THIS RIVER T E R RA C E it it o B. ALL AREAS TO RECEIVE COVERED SOIL MIXTURE SHALL BE INSPECTED BY THE PROJECT LANDSCAPE I I LLO SOIL VOLUME MEETS CITY REQUIREMENTS. 7 ARCHITECT AND/OR PROJECT ENGINEER BEFORE STARTING PLACEMENT OF MIXTURE. ALL DEFECTS SUCH AS 7) .I-I 1 �, INCORRECT GRADING, COMPACTION AND INADEQUATE DRAINAGE, ETC., SHALL BE CORRECTED PRIOR TO PARK oN BEGINNING PLACEMENT OF COVERED SOIL. ' 0 3 tI '.h $ 0 C. CONFIRM THAT THE SUB-GRADE IS AT THE PROPER ELEVATION AND COMPACTED AS REQUIRED. SUB-GRADE '` TREE'A' PHASE 3 o ELEVATIONS SHALL SLOPE PARALLEL TO THE FINISHED GRADE. CLEAR THE EXCAVATION OF ALL CONSTRUCTION / 8`nb I 1s'T` M DEBRIS, TRASH, RUBBLE AND FOREIGN MATERIAL. FILL ANY OVER EXCAVATION WITH APPROVED FILL AND o URB i .' O m AA 18'RIGHT m t� A� V J COMPACT TO THE REQUIRED SUB-GRADE COMPACTION. a ��I OF WAY I ( 2 ,* r. , k U TREE'A' Q k+ 1 w D. INSTALL COVERED SOIL IN 6-INCH LIFTS AND SPREAD UNIFORMLY OVER THE AREA. COMPACT EACH LIFT TO LL , Ir t h1 , fity ti^ .'' Gi S TE = THE REQUIRED PERCENT OF MAXIMUM DENSITY. DELAY PLACEMENT 24 HOURS IF MOISTURE CONTENT .1� • j tom. EXCEEDS MAXIMUM ALLOWABLE, PROTECT COVERED SOIL WITH PLASTIC OR PLYWOOD DURING DELAY. ��/' \ - :— , ..,,,� I, 3 TAKE PARTICULAR CARE NOT TO DAMAGE UTILITIES WHEN INSTALLING COVERED SOIL. COVERED SOIL THAT ,��I�STREET W -: .,M j- '"$ i"k �Z '' 1►�.a11 5'PLANTER m WILL BE THE BEDDING FOR UTILITY LINES SHALL BE COMPACTED TO CONFORM TO THE REQUIRED GRADE OF ir STRIP Ie II ` Michelle L. Hundley UM u Z III OPEN SOIL VOLUME THE UTILITY LINE. DO NOT COMPACT THE IMMEDIATE VICINITY ABOVE A UTILITY LINE UNTIL A FILL DEPTH OF SIDEWALK OPEN SOIL rc — ROOT BARRIER PER MANUFACTURER'S OREGON v1 AT LEAST 12-INCHES ABOVE THE UTILITY LINE IS REACHED. VOLUME z m SPECIFICATIONS w LL �� 08/04/2021 �`N' Lu U O CURB H E. BRING COVERED SOILS TO FINISHED GRADES AS SHOWN IN THE APPROVED DRAWINGS. IMMEDIATELY E & - e`�pE AR LLu u PROTECT THE COVERED SOIL MATERIAL FROM CONTAMINATION BY WATER BY COVERING WITH PLASTIC OR SIDEWALK 4111k VALID Txxoucllo8/sl/2o24 PLYWOOD. �/ 2 i T AI H C0 W r tri if i"r--rlr-ri-11'4Y IYri \//5./ ,S „ , i \/ ' 1I J g I '111111 I11E1\IIIIIIIII11111E111I1111 II\/\\/ — I (1�1 111 1 b111±111 Ili�� o / _ ' 111-111-1 1-1 1-111E111J-11—\�� 1�11� 1 11�1 �1-1�1-1�I- '-111-111=1 11=Ti-1�1-111=111—I 11=11 III III 1=1 TI-II1Ti111TI111111111111111T1111 111 M I I 1 18'RIGHT OF WAY I TREET TREE CANOPY NOTES & Si I II II COMPACTED SUBGRADE DRAINAGE SCALE NO PLAN PROFILE EXAMPLE SOIL VOLUME D .NO, DETAILS CD CALCULATION — STREET TREE APPENDIX 11 WITH OPEN SOIL tn a m STREET TREE WITH OPEN SOIL (2) PROJECT NO.: 146-004 o SCALE:N.T.S TYPE: CONSTRUCTION on — REVIEWED BY: MLH L Q 0' I] 4- co C) 0 1- QLI . 03 0 3 D /j \ a0 126 sii� , 5,099 SF �q�ST 0 c`P :#041& e A 0.4 400 5,436 SF "M �i i i, A 7 / CONCRETE or45 �`,( .L3�02STAIRSWITHCHEEKi_... ��,�`?�•' WALLS AND HANDRAILS ' ilf SCORE Ank / e� I b JOINT L3.02 li CONTINUE CHEEKWALL AND ,% `��e*l HANDRAIL ON DOWNHILL SIDE/ /,s*t,\�`� � 6" WIDE NOTCH .� Frilii LAWN L3.02 IN CHEEKWALL ��/�� /�� _,,��,�. ,�� PACIFIC COMMUNITY DESIGN r011aFRENCH DRAIN, SEE // TRACT I , �1� 4.40 125 12564 SW Main Street Tigard, OR i / F �Gi 4,373 SF 97223 W W �` CIVIL UTILITY PLANS 9,977 SF k P 9 1 [T] 503-941-9484 / CONCRETE L3.o2 PAVING 4� " N �/ PROPOSED �� < , TREE TYP �� 4TH SUBMITTAL: 10/04/2024 TRACT K "In N N / ( b �� 1 237 SF �� >� REVISIONS ( ' '. //, Aatt. PLANTED �, ;..,.. AREA NO. DATE DESCRIPTION -- -.. (04 * 1 t1 `' _ FRENCH DRAIN, SEE 0 I S�,p AM CIVIL UTILITY PLANS — — — — — FRTyRDf ucc J 7z / OPEN SPACE MATERIALS Et 0 OPEN SPACE MATERIALS Et LAYOUT PLAN - AREA 1 © LAYOUT PLAN - AREA 3 131 138 SCORE© TRACT J 4,050 SF 3,240 SF JOINT L3.02 2,700 SF CONCRETE C4,5 D --L1/1 PROPOSED CONCRETE (3 STAIRS WITH CHEEK 3.02 TREE, TYP PAVING 3.02 PLANTED AREA WALL AND HANDRAILS AIL �_ liallik,, ';\ - - Ad& w • /irs%////i�'///%%////%/////J///% � UaNl 3cc c,i _ __////iiir I7771177J117 f fiiII----//////h. ,,I r / IMI/ _ /Ili��i/IF AM I 3 6' 6' 6' 6' / / 6' 6' 6 EQ SPACES 3 EQ SPACES 5 EQ 2 EQ p /� SPACES SPACES RIVER TERRACE O PARKNI 0 130 r 4,050 SF PHASE 3 0 139 og 4,050 SF 0go Ni J w ��ISTER�d ,,,,p,_,,,. N OPEN SPACE MATERIALS Et LAYOUT PLAN - AREA 2 1085 I t' Michelle L. Hundley f- 9� OREGON 08/04/2021 a �`�pE AR Z VALID THROUGH 08/31/2024 w a O N J Ni O O sO Nr OPEN SPACE M N MATERIALS & ra LAYOUT PLAN UJELLEI 2 Iw PROJECT NO.: 146-004 o i- �,t,//i�N ROSLYN TYPE: CONSTRUCTION 011 3 T °1 I REVIEWED BY: MLH 2 I 1 o o LACKSTONE o /� SCALE 20 0 10 20 siS KEY MAP ,_ 1 INCH = 20 FEET L2 . 01 c,_ /I N 1\ \ s I, 126 \ �'6' III 5,099 SF \ 9C�sjO ti N CONIFEROUS DECIDUOUS �� 000 �� © L3.01 TREE PLANTING O;O' \ L3.01 TREE PLANTING 0 152 r, ��►� � _ 1F00, 4`40 5,436 SF '�*O `'*,`," '11111 .off ifrir � e.: •y I... .::. Q-C SHRUB 1,,,liwo,,,..... 3,4 I.S. 153 CL ... . $' ..:... ��,a�0 PLANTING L3.01 lial,/. ,. ,414, I /:\,‘Viit 0 44 OA II j& Tv* do 7,6 _ — + +++++ + ,.,, ow "tom�" � �► iro LAWN + + + + + + +;� �0� ..:• d' Flip ?gel 21 CL 113SF + + + + + + + + � �::.; �� PACIFIC COMMUNITY DESIGN \\ + + + + + + + + + ± TRACT I ��It .0.T1%,,.. 12564 SW Main Street Tigard OR + i + + + + + + + +' � .. .: .. O r 125+ + + + + + + + + + •• ••�_• 97223 + + + �c 9,97 5E4 0 4eili w 4,373 SF + + + + + + + + + + + +' ®®•• �..�4I [T] 503-941-9484 + ,- + ,-'I,344 SF - NATV+ + I p. �0:` A . + + + + - - - - - - + + + VIP-igik �Or�''��'''"''* I �r'a + + + + �+ + + + + +' „a le'-� 1 00 4TH SUBMITTAL: 10/04/2024 TRACT K / + - ote,int O.�p�� ffi ��1��w/ 237 SF ;+ + ` i�+ + + + + ` ? REVISIONS LAWN + + + + + ..��,r+ + + + -, ,•,.., , 30 - CL "��,35 SF '.3 DATE DESCRIPTION �; FRENCH DRAIN, SEE %�-gSF3 .�A►0�� "411°141 � - CIVIL UTILITY PLANS • Nst- , �Qa ""`s':!:o dh,,, r1,,;;;-.....— — — — — —ArAmosvez 0 III yR� FRENCH DRAIN, SEE CIVIL UTILITY PLANS I 7' i ›'-'-'-'''''---,„..-,-„,_ © 0 OPEN SPACE PLANTING PLAN - AREA 3 OPEN SPACE PLANTING PLAN - AREA 1 131 138 TRACT J 4,050 SF 3,240 SF 2,700 SF D DECIDUOUS Ai' SHRUB 3,4 TREE PLANTING L3.01 PLANTING L3.01 ce OPEN SPACE PLANT SCHEDULE PH 3ill � ��.��. > oa•.ay ��, . ., . . . ,o_e ,�0",A Al NO* 41 0 0‘. ��so � yy._as Oo4. I k. oo� ,�.�4A.00.0 levtace a ;k+d.'#.>s.r��s.+lc.�c.�r.��k408 w`+�+�+ + f�+�30�@ Pr�, +�►+�+�►+ ►+RI�O/MO +�II.� �99� ► �►+ . ►0/k� ►+ i►+�,r +1+000 ~ We)L 000, '00: �0%+0� �+�►� rd0► wri=p0,4101Aslace�� - �rf�� : i+�► ►+�►� �: �� _ �OOb o rn III 1 so SYMBOL QTY BOTANICAL / COMMON NAME SIZE CONTNi t_ I�__:.IID�,I z _ __ :. . i _ 3 E TREES \ II I 11 RIVER TERRACE Obajiii 11NINV 9 CORNUS KOUSA X NUTTALLII 'KN4 43' / STARLIGHT KOUSA DOGWOOD 2" CAL. B&B jj PARK 11 130 CD g 4,050 SF PHASE 3 0 139 11 og SHRUBS 4,050 SF 11 gg o 4.\ 11 J ■DE 5 ARBUTUS UNEDO 'COMPACTA' / DWARF STRAWBERRY TREE #5 POT 11 Nor IIIL t S TE w 0 25 CEANOTHUS INTEGERRIMUS / DEER BRUSH #1 POT - �� -'6 N 0 OPEN SPACE PLANTING PLAN AREA 2 �f2�85 05 JUNIPERUS CHINENSIS 'SPARTAN' / SPARTAN JUNIPER 6' HT. B&B `1~ ® 145 POTENTILLA FRUTICOSA 'KATHERINE DYKES' / KATHERINE DYKES BUSH CINQUEFOIL #1 POT r' Michelle L. Hundley H = 255 SPIRAEA BETULIFOLIA / BIRCHLEAF SPIREA #1 POT OR08/04/2021 EGON � a GRASSES C`�1'E Ln wz 0 142 CAREX AUREA / GOLDEN SEDGE #1 POT VALID THROUGH 08/31/2024 a NM O SYMBOL CODE QTY BOTANICAL / COMMON NAME SIZE CONT q CD GROUND COVERS /// CL 262 COTONEASTER DAMMERI 'LOWFAST' / LOWFAST BEARBERRY COTONEASTER 1 GAL. POT OPEN SPACE v a , , , , . LAWN 148 SF PRO-TIME 309 SUPREME MIX, OR APPROVED EQUAL SEED PLANTING PLAN P w w w w w CD + ++++++++++++++++ NATV 1,344 SF PRO-TIME 453 NATIVE DRY PRARIE MIX, OR APPROVED EQUAL SEED N OTES: 0 U IL r' MAYBELLE 0 1. LANDSCAPE AREAS WILL BE PROVIDED WITH AN AUTOMATIC UNDERGROUND IRRIGATION SYSTEM WITH BATTERY -0 POWERED VALVES AND BE DESIGNED BY CONTRACTOR. CONTRACTOR WILL PROVIDE MATERIALS, INSTALL ALL IRRIGATION1 J DOWNSTREAM OF THE WATER METER. 2 Iw PROJECT NO.: 146-004 o i_ o, 2. LANDSCAPED AREAS IN OPEN SPACE TRACTS SHALL BE PLANTED AFTER THE CONSTRUCTION OF ADJACENT LOTS' �`M° Nl ROSLYN TYPE: CONSTRUCTION 3 HOMES. °I REVIEWED BY: MLH a 1 1 o LACKSTONE o /\ � SCALE E 20 0 10 20 1- KEY MAP 1 INCH = 20 FEET L 2 . 0 2 Cl — WATER METER L c_.- FOR STREET TREES, LAWN Et—\ �® — — I- eu! — — — — — — — —-- — � — TRACT PLANTINGS. — — — SEE CIVIL UTILITY SHEETS FOR ADDITIONAL INFORMATION. 1' I TRACT H I o I h I 19 20 21 22 23 TRACT C 0 I ' 152 153 154 155 156 157 158 N WATER METER w w FOR STREET TREES Et LAWN. ti N I N 1 2 1 SEE CIVIL UTILITY SHEETS i FOR ADDITIONAL INFORMATION. 1 _ 1 0iniv_ � TRACT K ■ �„ i�, �- \. • PACIFIC COMMUNITY DESIGN SW EVERTON ST SW MAYBELLE LN 12564 SW Main Street Tigard, OR ,1 , i. 97223 a ►�� [T] 503-941-9484 • I APPROXIMATE LOCATION FOR l - a — IRRIGATION SLEEVE, TYP. 134 4TH SUBMITTAL: 10/04/2024 3 -c- 18 I 24 • 32 i � I I 1 ,151 . 135 104 103 102 101 100 99 98 97 REVISIONS I � I I if 1- 1° - I' I NO. DATE DESCRIPTION 4 17 25 I 33 r 1 133 --- — — — — — — I I I - I I 136 1 I 1 I 150 I � 1 � 1 5 16 26 O 34 132 = = I J I N M 137 105 106 107 108 109 a 94 95 96_ 1 Q I ° FI . ' = 1= 149 ' ' to I N � I 35 � 1� I ' 131 o --I w l 6 15 27 138 z v > i 148 TRACT J SW ROSLYN LN1 Q I I ■o 7 2 14 I 28 36 I ° ' • .. 1 \ i \ ' V "N /I(11 I— I I ' ' 139 130I ' / \1 - 4 147 ■ 18 13 I 29 'El 37 ' • 1 I 146 ' 140 129 I 114 113 112 111 110 1 93 92 91 90 W 1 I I > 1 9 - 12 30 1381 ' ' 1 I I V i 'I( " 1 ° ' 141 128 1 A— ----Laj _ 1N I I 1 I 10 T 11 a a 31 I 145 ' `�' `� w w V1 I a a 39 142 ' 115 116 117 118 119 = = 86 87 88 89 I I,G,I 4/1„ I a 127 U ' COR:cvexie)vtace, I N f. rq SW PERTH R AD . ' 143 ■■.�m � ��mEiim� _ • �� ' S i a �, �, \ 126 C KSTO N E . 1 _ _ IIIII WBLA LN NI ° — ' ` r RIVER TERRACE N R •.�--- I,J N N 144 1 >>o PARK M 1 `N TRACT I \\\ �I c, / 11 125 124 123 122 121 120 1 85 84 83 82 PHASE 3 . / --,,, N IL w TRACT B \\\\\� ..) til - PHASE 3 _ — 1 l // �� ■ - - r •I- LI LEGEND �ISTE� Z 1085 ig SW PERTH ROAD ZONE 1: PLANTER STRIPS WITH STREET 5� / �� TREES AND LAWN Lu 9 Michelle L. Hundle U 49 ./ /41 1 Y .�� _ . . .. ZONE 2: VEGETATED CORRIDOR, OREGON v Le) 41 F � �■ I I MITIGATION, AND STORMWATER ��, 08/04/2021 - o PLANTINGS C'�pE AW SE �� i ZONE 3: PLANTER STRIPS WITH STREET VALID THROUGH 08/31/2024 _ PNA ' ' EXISTING TREE % 48 Q 81 PH T REMAIN TYP. il 80 79 78 77 76 75 74 TRACT G 73 72 71 70 69 68 67PiTREES AND LAWN, AND TRACT cc 0 Q i PLANTINGS / a. 42 N / WATER METER 0 /4 FOR STREET TREES, LAWN oL. ---; / ;° ' ZONE 4: PLANTER STRIPS WITH STREET Et TRACT PLANTINGS. TREES AND LAWN, AND TRACT WATER METER 47 ' SEE CIVIL UTILITY SHEETS PLANTINGS IRRIGATION FOR POND PLANTINGS. 1 ,.- FOR ADDITIONAL INFORMATION. a, SEE CIVIL UTILITY SHEETS I — TRACT D " ' FOR ADDITIONAL INFORMATION. I = — = APPROXIMATE LOCATION OF 6" PVC SERVICE 0_ IRRIGATION SLEEVE TRACT A j . 46 Ii 50 51 52 53 54 55 56 57 58 TRACT E 59 60 61 62 63 64 65 66 ° PLAN ai vL41 ■nll U , 1 N ``,11 C co I 44 J r 45 ` RIDGE RDPROJECT NO.. --- 11 SW HAWK IDG 146 004 o ' �,�- ` i / TYPE: CONSTRUCTION PROPERTY LINE / 1FP v��/A�� j:. .7�1r,� /I\ �� G 2 REVIEWED BY: MLH 0 ON 0 o 0 IRRIGATION SERVICE PLAN 60 SCALEsbc) 30 60 m- Q 1 INCH = 60 FEET L2 . 03 GENERAL NOTES: LANDSCAPE PLAN 1. THE CONTRACTOR SHALL VERIFY WITH OWNER AND UTILITY COMPANIES THE LOCATIONS OF ALL UTILITIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL DETERMINE IN THE FIELD THE ACTUAL LOCATIONS AND ELEVATIONS OF ALL EXISTING UTILITIES WHETHER SHOWN ON THE PLANS OR NOT. THE CONTRACTOR SHALL CALL UTILITY PROTECTION SERVICE 72 HOURS PRIOR TO CONSTRUCTION. 2. THE CONTRACTOR SHALL EXAMINE FINISH SURFACE, GRADES, TOPSOIL QUALITY AND DEPTH. DO NOT START ANY WORK UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. VERIFY LIMITS OF WORK BEFORE STARTING. NOTE: 1. TIE BRIGHTLY COLORED 3. CONTRACTOR TO REPORT ALL DAMAGES TO EXISTING CONDITIONS AND INCONSISTENCIES WITH PLANS TO OWNER'S DESIGNATED P.V.C. RIBBON ON WIRE REPRESENTATIVE. GUYS. (MIN. 1 PER GUY.) 2. IN LAWN AREAS CUT TREE 4. ALL PLANT MASSES TO BE CONTAINED WITHIN A BARK MULCH BED, UNLESS NOTED OTHERWISE.USE MEDIUM AGED DARK FIR MULCH. APPLY A CIRCLE AT 4' RADIUS FROM UNIFORM 3-4 INCH LAYER OF BARK MULCH AROUND TREES AND SHRUBS IN GENERAL LANDSCAPE, AND 2-3 INCH LAYER IN STORMWATER TRUNK. FACILITIES. KEEP MULCH AT LEAST 6 INCHES AWAY FROM THE TRUNKS OF TREES. PLACE AFTER SOIL BLEND AND VEGETATION INSTALLATION. TREE TIE (2) TO BE 3' UNDER FIRST LIMBS 5. BED EDGE TO BE NO LESS THAN 11.5"AND NO MORE THAN 18" FROM OUTER EDGE OF PLANT MATERIAL BRANCHING. WHERE GROUND-COVER MULCH AS SPECIFIED. OR 5' HIGH. WHICH EVER IS LOWEST. OCCURS, PLANT TO LIMITS OF AREA AS SHOWN. KEEP MULCH CLEAR OF GALV. STEEL WIRE; TRUNK BASE. _ LOOSEN TO ALLOW 4" OF 6. CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE IN ALL LANDSCAPE BEDS AND ALL LAWN AREAS. lj MULCH AS SPECIFIED, 2"X2"X8' WOOD STAKES SET MOVEMENT IN ALL N. KEEP MULCH CLEAR OUTSIDE ROOTBALL ON • DIRECTIONS 7. CONTRACTOR TO FINE GRADE AND ROCK-HOUND ALL TURF AREAS PRIOR TO SEEDING, TO PROVIDE A SMOOTH AND CONTINUAL SURFACE, FREE OF IRREGULARITIES (BUMPS OR DEPRESSIONS) & EXTRANEOUS MATERIAL OR DEBRIS. ) OF SHRUB STEM BASE WINDWARD AXIS (REMOVE Z G3 . AFTER ONE YEAR) PACIFIC COMMUNITY DESIGN 8. QUANTITIES SHOWN ARE INTENDED TO ASSIST CONTRACTOR IN EVALUATING THEIR OWN TAKE-OFFS AND ARE NOT GUARANTEED AS BACKFILL SOIL FINISH GRADE T Jr 12564 SW Main Street Tigard, OR ACCURATE REPRESENTATIONS OF REQUIRED MATERIALS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR HIS BID QUANTITIES AS REQUIRED = 1= fTl _ a 97223 BY THE PLANS AND SPECIFICATIONS. IF THERE IS A DISCREPANCY BETWEEN THE NUMBER LABELED ON THE PLANT TAG AND THE QUANTITY FINISH GRADE BACKFILL SOIL = , I III 00 = T 503-941-9484 OF GRAPHIC SYMBOLS SHOWN, THE GRAPHIC SYMBOL QUANTITY SHALL GOVERN i 11 ::,,:::„ .„,,,„ - - =IA x i= O w [ ]<.: - 11=11 - - -__ 1-- a 9. COORDINATE LANDSCAPE INSTALLATION WITH INSTALLATION OF UNDERGROUND SPRINKLER AND DRAINAGE SYSTEMS. m - V - - - ' 4TH SUBMITTAL: 10/04/2024 �- 1E111E111E1 - 1 l CUT AND REMOVE TWINEo w - = 11, ,111 111E111- 11= 10. WITH THE EXCEPTION OF THOSE TREES INDICATED ON THE TREE REMOVAL PLAN, CONTRACTOR SHALL NOT REMOVE ANY TREES DURING o p _ ;. SCARIFY EDGES AND 1 -i- 1 111 ..1 BURLAP, AND WIRE BASKET CONSTRUCTION WITHOUT THE EXPRESS WRITTEN CONSENT OF THE OWNER'S DESIGNATED REPRESENTATIVE. EXISTING VEGETATION TO N _ •-i".i.,.' BOTTOM OF HOLE DIAMETER OF FROM TOP AND SIDES OF REVISIONS REMAIN SHALL BE PROTECTED AS DIRECTED BY THE OWNER'S DESIGNATED REPRESENTATIVE. - f / ROOTBALL. I III III ROOTBALL + 12" NO. DATE DESCRIPTION 11. WHERE PROPOSED TREE LOCATIONS OCCUR UNDER EXISTING OVERHEAD UTILITIES OR CROWD EXISTING TREES, NOTIFY OWNER'S 1 I I I I I- ' ' DESIGNATED REPRESENTATIVE TO ADJUST TREE LOCATIONS. DIAMETER OF 12. LANDSCAPE MAINTENANCE PERIOD BEGINS IMMEDIATELY AFTER THE COMPLETION OF ALL PLANTING OPERATIONS AND WRITTEN ROOT BALL + 12" NOTIFICATION TO THE OWNER'S DESIGNATED REPRESENTATIVE. MAINTAIN TREES, SHRUBS, LAWNS AND OTHER PLANTS UNTIL FINAL ACCEPTANCE OR 90 DAYS AFTER NOTIFICATION AND ACCEPTANCE, WHICHEVER IS LONGER. SHRUB PLANTING DECIDUOUS TREE CD C 13. REMOVE EXISTING WEEDS FROM PROJECT SITE PRIOR TO THE ADDITION OF ORGANIC AMENDMENTS AND FERTILIZER. APPLY AMENDMENTS SCALE: N.T.S SCALE: N. TS AND FERTILIZER PER THE RECOMMENDATIONS OF THE SOIL ANALYSIS FROM THE SITE. 14. BACK FILL MATERIAL FOR TREE AND SHRUB PLANTING SHALL CONTAIN: ONE PART FINE GRADE COMPOST TO ONE PART TOPSOIL BY VOLUME, BONE MEAL PER MANUFACTURE'S RECOMMENDATION, AND SLOW RELEASE FERTILIZER PER MANUFACTURER'S RECOMMENDATION. 15. GROUND COVERS AND PERENNIALS SHALL BE PLANTED WITH A MAXIMUM 2 INCH COVER OF BARK MULCH WITH NO FOLIAGE COVERED. 16. CONTRACTOR SHALL OBTAIN WRITTEN APPROVAL FOR ALL PLANT MATERIAL SUBSTITUTIONS FROM THE LANDSCAPE ARCHITECT PRIOR TO "CHAIN LOCK" TREE TIES OR INSTALLATION. PLANT SUBSTITUTIONS WITHOUT PRIOR WRITTEN APPROVAL THAT DO NOT COMPLY WITH THE DRAWINGS AND ---- ------ BLACK FLEX GARDEN HOSE SPECIFICATIONS MAY BE REJECTED BY THE LANDSCAPE ARCHITECT AT NO COST TO THE OWNER. THESE ITEMS MAY BE REQUIRED TO BE �� COVERING REPLACED WITH PLANT MATERIALS THAT ARE IN COMPLIANCE WITH THE DRAWINGS. / 17. ALL PLANT MATERIALS SHALL BE NURSERY GROWN WITH HEALTHY ROOT SYSTEMS AND FULL BRANCHING, DISEASE AND INSECT FREE AND TWIST STRANDS AROUNDIFFNI WITHOUT DEFECTS SUCH AS SUN SCALD, ABRASIONS, INJURIES AND DISFIGUREMENT. EACH OTHER MIN. 3 GUYS @ k 120° APART A.18. ALL PLANT MATERIAL SHALL BE INSTALLED AT THE SIZE AND QUANTITY SPECIFIED. THE LANDSCAPE ARCHITECT IS NOT RESPONSIBLE FOR -- SET ROOT CROWN NO MORE SUB-STANDARD RESULTS CAUSED BY REDUCTION IN SIZE AND/OR QUANTITY OF PLANT MATERIALS. v.- THAN 4"ABOVE FINISH GRADE i19. STORMWATER FACILITY BLENDED SOIL PER CITY OF PORTLAND SECTION 01040.14. TURNBUCKLE 20. SOIL PREPARATION SHOULD COMPLY WITH MASTERSPEC SPECIFICATION SECTION 329113. A.411411 vp, MULCH AS SPECIFIED KEEP 21. ALL MATERIALS ARE SUBJECT TO THE APPROVAL OF THE LANDSCAPE ARCHITECT AND OWNER AT ANY TIME. LANDSCAPE ARCHITECT TO // �� MULCH CLEAR OF TRUNK INSPECT ALL PLANT LOCATIONS AND PLANT BED CONDITIONS PRIOR TO INSTALLATION. ON-SITE ADJUSTMENTS MAY BE REQUIRED. GROUNDCOVER PLANT �; `�� BASE R9). n�, -reilAc‘ce- , Vv CUTAND REMOVE TWINEAND 22. CONTRACTOR TO VERIFY BED MEASUREMENTS AND INSTALL APPROPRIATE UANTITIES AS GOVERNED BY PLANT SPACING PER SCHEDULE.QBURLAP FROM TOP AND SIDES OF PLANT MATERIAL QUANTITIES SHOWN ON PLAN ARE MINIMUM QUANTITIES. ADDITIONAL MATERIAL MAY BE NEEDED TO MEET SPACING - - ROOTBALL. REMOVE ALL WIRE 111111111REQUIREMENTS AND FIELD CONDITIONS. FINISH GRADE o w1 111E111E111E1`:'; `" •:: 111-111 111E BASKET) U ----- ---- - -- MULCHx- - - - - - - - - - NJ - - -23. ANY PLANT MATERIAL INSTALLED IN AN INCORRECT LOCATION, BY THE JUDGEMENT OF THE LANDSCAPE ARCHTECT, SHALL BE REINSTALLED - 2"X2" WOOD STAKES OR METALIEI IEI IEI 11= =1 IEI IEI I IEI IEI IEI =1 IEI IE111 :::;::;>.: RIVER TER RAC E AT THE CONTRACTOR'S EXPENSE. III TREEANCHORSASAPPROVED. E E E11 11 111E1 =111E111E111E111E111E111E111E111E111E111=1I1=1I1=1I1=1I1=1I1=1I EWE 11E111E111 III , : : . .. .. IE111= AMENDED NATIVE SOIL/BACKFILL PARK 24. LANDSCAPE CONTRACTOR SHALL VERIFY ALIGNMENT AND LOCATION OF UNDERGROUND AND ABOVEGROUND UTILITIES AND PROVIDE THE 11E111E111E111E111E111E111E111-111E111E111E111E111E111E111E111E111E11 _ - 111-11 ' NECESSARY PROTECTION FOR THE SAME BEFORE CONSTRUCTION BEGINS. -IIIIIIIII=I1II1II1I- - -I1I=I1II1II1I- - -I1I=I1II1II1I- - -I1I=I1II1I- THOROUGHLY 11 111E111E111E111E111E111E111=111= PLANTING MIX PER c) ?- - MIX TO A DEPTH N =III III-III= = = 11- - -III III SPECIFICATIONS PHASE 3 / 11...11111 =1 I IIII- -I I 1=111=1 25. NO PLANT MATERIAL SUBSTITUTIONS WILL BE ACCEPTED UNLESS APPROVAL IS GRANTED BY THE LANDSCAPE ARCHITECT TO THE LANDSCAPE / OF 6" 'III I I1= TILLED, AMENDED, AND MOUNDED CD CONTRACTOR. / 2 X DIAMETER NATIVE SUBSOIL U o OF ROOT BALL 26. GIVE LANDSCAPE ARCHITECT A MINIMUM OF 48 HOURS NOTICE FOR REQUIRED OR REQUESTED JOB SITE VISIT. NOTE: TILL SOIL SO THAT THERE 5 ARE NO CLODS OR CLUMPS LARGER NOTE: 27. ALL PLANT SUBSTITUTIONS TO BE APPROVED BY THE LANDSCAPE ARCHITECT. THAN 1 1/2" DIA. •1. TIE BRIGHTLY COLORED P.V.C. RIBBON ON WIRE GUYS. (MIN. 1 PER GUY.) �Gt S TEIt'� 2. IN LAWN AREAS CUT TREE CIRCLE AT 4' RADIUS FROM TRUNK. 4 1085 w 3. STAKE ALL EVERGREEN TREES LESS THAN 4" CALIPER. ``' 12" THOROUGHLY TILLED SUBSOIL lig -- •- t' Michelle L. Hundley H 3 OREGON C...)GROUNDCOVER / SHRUB PLANTINGCa4) . CONIFER TREE s 08/04/2021 �(w SCALE: N. T S SCALE: N. T S) . �` PE A_ J VALID THROUGH 08/31/2024 w o M J 7i O O siD 1- M PLANTING N L DETAILS -a cu co J PROJECT NO.: 146-004 N- 0 TYPE: CONSTRUCTION on 3 REVIEWED BY: MLH L o 0, CD CD o 1- QL3 . O1 01 �_ 1 4" DIA HANDRAIL, BLACK POWDER COATED, STEEL PIPE. CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR APPROVAL r — 12" / HANDRAIL 6 CONCRETE CHEEKWALL WITH HANDRAIL SCORE CONCRETE FULL LENGTH OF ' RADIUS EDGE TREAD '? DEPTH FINISH GRADE OF TREAD NOSE ADJACENT TO ALL WELDS -4" SMOOTH TS SPOT CHEEKWALL TO BE 1" ELEVATION MAX BELOW TOP OF 11 f 2" ,J,—\ WALL z. w \ CONCRETE STAIRS b ALL POSTS TO BE i N VERTICAL AND PLUMB/ / 12„ 2,. ° i GB / CONSTRUCTION \ i JOINT \ 4" X 4" Xi" THICK BASE a :1 1:11!•00"'"-Illqi i \ \ 1/4 ° \ PLATE ° i PACIFIC COMMUNITY DESIGN i,,, CONCRETE STAIR W/ 12564 SW Main Street Tigard, OR 1- ) 11 , LIGHT BROOM FINISH 97223 [T] 503-941-9484 BS SPOT J UOUCeUCIJ,L),U„CU k)CUCILJ,L4000OU„eL),�),,U„CC �/ ELEVATION a �.� �.� �.�f-N �f-N � � �.�p^s �.�fTh �.,f-N � � �.�p"M �.�,Th �.�fTh vf-N �., ,� � '^R r �r r(ri 1 r- , .r_ri r=6 i,tt 1,1r�ti i r—r -, ram, ,1- 4TH SUBMITTAL: 10/04/2024 CONCRETE 11111E111111=1 1= 11111-111E111E11111111111 111E111-11 =III=III=III-III— =III—III—III—IIIEIII—III=III=III=III=III=III PAVING =111E111E111E111E111E111E111E111=11 111E111- 3/4" COMPACTED COMPACTED ,II—III—III—III—III—III—III—III-111_-III-111_I CRUSHED ROCK REVISIONS SUBGRADE DEPTH VARIES NO. DATE DESCRIPTION CONCRETE STAIR WITH HANDRAIL — ED 1 scALE: N.Ts STAIR EDGE TREATMENT SCALE: N.TS CONCRETE PAVING TS SPOT ELEVATION PROVIDE TROWELED EDGE 11 WITH GROOVES TO RESIST / 12" ! 12" TYP. SLIPPERY EDGE FINISHED GRADEL HANDRAIL 4 VARIES \ NOT SHOWN v ° a .d . 13" TREAD WITH 12" b T' oU oU oU oU°U 0.J�� t O°O°O°O°O°O°O°O°O°00°Do° EXPOSURE MIN. oU 00 o0°0n O 00°n ono°nno no° O o '� °� - 1=1 r1fT1 111=111 111 PI-111H-11=f�O°o° g` No ° 1/2" -I fIIIIIIIIIIIII_fI 1 f 0?)0° �' BS SPOT ELEVATION 1-111E111E111E111E111E111E111E111-11 Do o °Do 0o o i W: ° =111E111E111E111E111E111E111E111E111 60°O O°O 0q.000000.. ., ce 1=1 1= — — — — — — —�)O°O° o 'oC� O O . ° a i" RADIUS TOOLED EDGES E111E111-1 —111E111E111E111-1 I FgT I— I 1 I— °• O°Oo 0" 6 ° `� 111E111E11 111E111E111E111E111E111E111E E111 I •O°0°C;3D°•- ° 111—III 111=III=111E111EIII=III=III=1 =IIIIII IO�i7000 0000000� , CONCRETE �. CONCRETE PAVING —1 —111E111 11-111E111 _ C)0°O 0 (00, CHEEKWALL W // ° 4 III III II III III III III?9, o 0 0 • COMPACTED #3 BAR AT 12" 111E11 1E111E111E111E111E111 E 1ITS0°O°O°O00°.• - a BEYOND 111I 1-111E111E111E111-111E11 11—(I Imo 00000000 00•` °° �_ ° o SUBGRADE O.C. BOTH WAYS — — — — — — — III =1�1=1�1=1�1=1�1=1�111 L11III 111111�11111�11111�111°n0000000' ° a - d o 4 ° 61 �� - d ° #3 BAR CONT. 11 -11 111=11 _ �'�°�O°000': ° °�a�0��111 III1 III—III ;It III-III I111= o o '0°00 0°o°o°00 00 00 00 oU o6 o- `1 _ _ .W _ W _ _ _ _ _ _ �O°O 0 ° �00°O 00oOo0°OoOo°Oo0o0o0 0C'� •• �� 0 �� 0 � �� • FINISH GRADE I IE111E111E111E111E111E111E111E11 00 0° a . , 0 c,� _�r�n�n c—?c,°9_r�— i, 1!0 C0,0O�C�oO�,C� n8O� �CS r R.9Vt, 11.-VVICLee, o - r1 _ ADJACENT TO —I I1E1I I�oO°0 ° 7 111 111 111 111 111 111 111 111 111 I=III—III—III—III—III—III—III—III—III—III—III—III—III—III- FOR PAVING CHEEKWALL TO BE 1" 111E111=1II�° OQo-•0000° . 'd 111 111E111E111E111E111=111=111=111=111=111=111=111—III—III-1 SCORING PATTERN —1 11E111=)e ° ° o 0 2 o till III III III III III III III III I MAX BELOW TOP OF 1=11 c000•o00n900 00001E111E111E111E111E111E111E111E111E111= I=1 1=1 1=1 1=1 III—III—III—III—III—III—III— SEE LAYOUT PLAN u WALL =1 I =ri 00 `- 0 10"0°O;)Oo-111E111E111E111E111E111E111E111=111=11 1E1E1-1- -III-rLl nnl �il'1�`i 1_1 r1111111E111E111E111-111. 111-1 I 1-1 I I— I=1 1=1 1=1 1=1 N (2)#3 BAR —I 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 I I I;1 1 1 1 1 1 1 1 1 1 1 1 1=1 1 1=1 1 1=1 1 1=1 1 1=1 1 1, , , , , ,—"1—, 1—"1- 1 �I—I I—I I—I I I—I I I—I I I-1 I 1E1 NOTES: RIVER TERRACE �° E111E111=111=111111111E1111. NO SHINER BANDS ON TOOLED JOINTS. TI—I 1 —I 1 —I 1;,� � � 2. PLACE SCORE JOINTS AT MAXIMUM 10' ON CENTER. PARK 1- N o PHASE 3 0 5 CONCRETE STAIR WITH CHEEKWALL 2 SCORE JOINT SCALE: N. T S SCALE: N.T S NJ o ��G I S TER�d J IL w 1085 t-' Michelle L. Hundley (~ HANDRAIL BOTH SIDE OF 4 OREGON � a STAIR AND RAMP �, 08/04/202 \1 � O �`OpEAR Q 2" RADIUS VALID THROUGH 08/31/2024 w EDGES 6 STAIR LANDING J CONCRETE, SET CONCRETE 1/4" STAIR OR LIGHT BROOM FINISH, SCORE JOINT oJ ABOVE FINISHED GRADE RAMP SEE LAYOUT PLAN �"+ M PLANTING AREA VARIES FOR SCORING SEE PLANTING PLAN `' _III-1I III—III—III—I ° d SLOPE VARIES AND LAYOUT PLANS CONSTRUCTION N '11=1 11=1 11=1 I d 1 1 1-1 1 1-11 1 1 1= ° SEE CIVIL GRADING VEHICULAR CONCRETE DETAILS - — —� C. ° . °. ° PLAN SHEETS FOR FINISHED GRADE —II III—III a d ° / QJ 0�° �° _° U U V v v N (2)#3 BAR CONT. �1 —I c00 00 0-00 00 000 0 00 00�0 0"( ELEVATIONS ✓ 450, 2„ CLEAR = >O°Oo O O O O O O a ° d a °a \ ci_ 1„r�nn On°09°0 o0 o0 00°O°O°O b.d _ d G - -- _ _ n n.n r,c 4" COMPACTED . ' v� vv 6, =111E11 111 111 111 III III III III III III 111 O� O� �c� oc� _ #3 BAR AT STAIR AT CRUSHED ROCK, 3„ �r �� I _ 1 1-111--111E111E111E111=111=111=111=111=111=111= 4 MINUS C� 0 �� C� 1 — _ ______ _ _ _ DEPTH VARIES �_�=�ram= _°� �_—� r n E = 11 12" O.C. THRU JOINT I-��=1�1=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 1I— _ _ _ _ _ _ _ _ _ _• _ 1=-III-III III III III=III=III=III=III=III= COMPACTED 11 -111E1 H I—I 11=1 I 111E1 11E1 I 1=1 I III=III=III—III=III=III=I I PROJECT NO.: 146 ION I=11IEI11=111=111=111=111 COMPACTED CRUSHED ROCK — 1=111E111E111E111111E111E111E111E111E111E111E111=III=III=1 SPECIFIED BACKFILL o "' "' "' "' "' "' SUBGRADE III=III=III=III=III=III 111E111E111E111EIII—III-111— c COMPACTED =III=III=III=III=III= PLANTING MIX TYPE: CONSTRUCTION CHEEKWALL CHEEK WALL SECTION SUBGRADE III—III—III—III—III—III REVIEWED BY: MLH 3 in 0. 0 o CONCRETE CHEEKWALL NOTCH CONCRETE CHEEKWALL / HANDRAIL CONCRETE PAVING 71- (7) SCALE: N.T S SCALE: N.T S (3) SCALE: N.TsL 3 . 0 2 a ILLUMINATION NOTES AND DETAILS APPROVED STREET LIGHTING EQUIPMENT: LEGEND 1. Light pole for cobrahead-style fixtures shall be PGE-approved 30-foot direct buried, black composite with 25 foot mounting height. Mir Retain and protect existing decorative light pole. The approved cobrahead light pole is: m ® Install decorative light pole (LP), pole number (N) project. Manufacturer: Top Piece: Stub Piece: 6-Ft Arm: m Install 17" x 30" x 18" precast concrete junction box for Shakespeare BHT3099S1BL9901 BHS3099N3BL9901 OPAR-6-BK 0 street lighting per P.G.E. Requirement. 2. Junction boxes shall be PGE-approved splice boxes. PGE-approved boxes to be supplied and installed by the Contractor are: MANUFACTURER: JB-1 Catolog Number: V KITTELSON Newbasis (Associated Plastics) FCA173018T-00043 � A��0�C1 AT E� Armorcast A6001640TAX18 Highline CHA173018HE1 Quazite (Hubbell) A42173018A017 1W 6TH AVENUE,SUITE 600 TLA ND,OR 97204 Oldcastle 17301726 w P� � Junction box covers shall be marked as follows: u_ co "ELECTRIC" OR "POWER" on all roadways (PGE Option "B") o 1ST SUBMITTAL: 5/16/2023 I ROAD REVISIONS 3. Luminaire shall be PGE approved cobrahead-style. The approved luminaires are: VARIES NO. DATE DESCRIPTION Style: Manufacturer: Product Code: 3' (TYP.) Cobrahead Leotek, 45 Watt LED GCJ2-20H-MV-WW-2R-BK-700-PCR7-RWG-WL-FDC-PGE LIGHT POLE o 4. The photoelectric control shall be PGE-approved extended life twistlock, electronic, 105 to 300 volt. The PGE-approved photoelectric 8' (TYP) / \ e control is: #10 3C 111 • I'f� Manufacturer: Catalog Number: I Ripley RD8645 JB DTL DLL 1271.5 J50 1 I Intermactic EK4536SB 5. #10 AWG, 600 volt, 3-conductor, class B stranding, THPE TC, with sunlight-resistant PVC jacket. suitable for direct burial TYPICAL STREET LIGHT DETAIL (SIDEWALK W/ LANDSCAPE STRIP) installations. Insulation to be black, and green per NEMA WC-7 for NEC applications (TFN, THWN, THHN), with fillers or tape NOT TO SCALE added to produce round outer jacket, rated 90 degree C dry and 75 C wet, 1000 ft NR reels. Jacket to display sequential footage markings. 2 labels, one attached to the outside flange surface, one attached to the drum each to detail total footage, inside or starting footage. GENERAL NOTES Wen. levtace 1. All materials and workmanship shall conform to P.G.E. Option "B" specifications. All materials and installation shall be approved pp by P.G.E. 2. All electrical equipment shall conform to the current standards of the National Electrical Manufacturers RIVER Association (NEMA) and the Underwriters Laboratories, inc. (U.L.) wherever applicable. In addition to the requirements of the plans, standard specifications, and the special provisions, all materials and workmanship TERRACE shall conform to the current requirements of the National Electrical Code (NEC) the National Electrical Safety PARK Code, standards of the American National Standards Institute (ANSI), and any local ordinances which may apply. g) PROFFs 3. Location of illumination conduits and junction boxes are approximate. Coordinate with other utilities to NGINF0/, ensure proper installation. 65552PE ri 4. Coordinate work with Chung Lam of P.G.E. at (503) 736-5785 to obtain conduit plan. 9 ��REGON�o^ �F �y 9, 2 p� a EXPIRES:06/30/24 rcs E PHASE 3 ILLUMINATION NI LEGEND Et N DETAILS u PROJECT NO.: 146-004 0 TYPE: CONSTRUCTION REVIEWED BY: KCS a 0 C 4) C 4) L I L - 1 LIGHTING TABLE AVERAGE LIGHT ROADWAY/ INTERSECTION ROADWAY CLASSIFICATION LIGHT LEVEL UNIFORMITY LOSS (FC) (AVE:MIN) FACTOR SW 163RDAVE RECOMMENDED >_0.4 SW PERTH RD TO NORTH LIMITS LOCAL 0.85 DESIGN 0.6 5.7 : 1 SW MAYBELLE LN RECOMMENDED >_0.4 SW 162ND AVE TO SW 161ST AVE LOCAL 0.85 DESIGN 0.6 5.9 : 1 KITTELSON ASSOCIATES SW ROSLYN LN RECOMMENDED >_0.4 <_6:1 LOCAL 0.85 �L fiTHAND 7 IT SW 162ND AVE TO EAST LIMIT DESIGN 0.6 5.8 : 1 SW BLACKSTONE LN RECOMMENDED >_0.4 SW 162ND AVE TO EAST LIMIT LOCAL 0.85 1ST SUBMITTAL: 5/16/2023 DESIGN 0.5 5.1 : 1 REVISIONS SW 162ND AVE RECOMMENDED >_0.4 <_6:1 NO. DATE DESCRIPTION BLACKSTONE LN TO SW ROSLYN LN LOCAL 0.85 DESIGN 0.5 5.1 : 1 SW 162ND AVE @ RECOMMENDED N_0.7 SW ROSLYN LN LOCAL/ LOCAL 0.85 DESIGN 0.7 3.4 : 1 SW 162ND AVE RECOMMENDED SW ROSLYN LN TO MAYBELLE LN LOCAL 0.85 DESIGN 0.6 5.9 : 1 c,Weh. levtace, •L RIVER M N TERRACE N PARK N W LiJ ,OD PROFFss LNG I 65552PE • ri a) OREGON ro o_ qp <y 9 `15§ o EXPIRES:06/30/24 Co PHASE 3 N co co ILLUMINATION Ni, TABLES a E a) PROJECT NO.: 146-004 TYPE: CONSTRUCTION REVIEWED BY: KCS a a 0) C 0) L 0) IL - 2 U r IMF = -M1-- - _.. ___L _ ___b_. ....L ....L.__ _..., _ _ _ 1 l'I I I (7) 1 1 1 1 . 1 \4\ 5oLE25_ 50 / _\ - � 1 INC - 50 FEET ��■�� ,I. . N. B Ins;uni : _I�!i►.�. ;ter•►= \ . . ;��.,�►� � 1� lid-�M \�.'12 � 1 - I �Si ��, \I �I-110. ,-F, .r i/II■tv�im,pmial� ,I i,� ,�� "Allis' -1 v�11 SW EVERTON ST 0 ,�I �� I� 1�� ►y /. \�� ' rE� � ,�' �f��f4l�'.�� ( -140AriiihartiroFFillask 1 i_ ' a, •t" k: WADI a :AIllk ty",,' m �I ►Iii %111� iIi■1�-:'I■r'II��I��iL�G:�1►�ri�l/, �lilr��r% 1♦ ►;�'■� \`IR ' �I�I v 1m■'1�1\■1■�.ems': ::�I■■!1•I�JC';■III.111�11.--�1,■■►ill■■I►� �� \ \ ■I it .1 _ - - i �� i / ®� \�!. �I __ _■\\�\�� " \\III '\�\�/��\I\� ,4I m m KITTELSON ®gro iiiI �,ilii. I..Elh' �l i imumaJ v v l & ASSOCIATES o -'I�1 �. - 4,4 ��. 1 SW 6TH AVEN� MTEki I r� ®mir 1 i� m �I 0,__I II �TLANI74 Art IIVl li .40,61,1, Aiiiii, ®$111 lb.. 1 dali it _ I," ?� f _ E-- --ii - 1ST SUBMITTAL: 5/16/2023 /k ik-�®II�P' lilh %NI° vin II II III weldAili e e NV Mr NV ® I I' i NO. DATE DESCRIPTION iri M�► -� -� III IN1�1� /I 0 II II A- lil ii CIE: '�� ,.:: �L® *,immelidat!tems-a&wtrmiwaa.matitiviviillowiri.„�r�- #7// VIA ll.1>lt .�►.■I�1I:- I,I ■r- �n as i�l1m` eel - 'II I- II III Illilb loos �� azgo ATig�� l►,..41 - ��,1 ► .4`d% ■ - ■ il ''1 Ch II Aiti • h ,. vs, II li Nov - -I3rd R. MU I - 111Ir MINIOrilL : 0 :111Millill_ 1,-_410” 11--9111sP : : :,0---4 =MI , , . f Ir.i4r m vou �.LJ��IIIIIIIIIIIIIIII�I�._�iillilla? -�i ,=�iii ;= -ii► � i ��n��Ip�ILL,_- i■...li: NV IL '1 i ll _I lositillo m .1, MP,"il- �,�0 -‘7._.!...--... -••-•Lsr., -....e......--- ',Pas,' ----7411.11.1-1.1111111...111III --willrAiIl/ Afr - f■■.■■��G.Tiii�� ► ►��►4I/)kta��D�:-.6,1-1 �n_::_r_� ��frlaill i�. Iki-littlia401411 ,ra m \ II I : II ll _,3,43.q. i AA II iiil IN'iiii •MAIM . ,,,,,, „,, , ,01.11 , , ,I.,, i, . . 41141 Iri pliiillool a a. 1111 . .1, ,■k!�licsi ■�1 �Iliil ! � 1111► f I ,1110 lio gillilmaw-:ma`s,,, guy/Ili III IMiriAm __ _ _tt ,, 1440 1 . J I II dh,1 pi/ . �i�►1i . ,,,,„ In. ,/r m 1111 N. AM II : ii =I� 4ffir:-.0,' As 0 . 11 _ oc jllmir 4 il SW PERTH RDlie gth 1* ii _ , ►w_.______ '"�' 0 air► �I - =-� ;- ;-- �'.` � � ��im �EM �� c �■i��',_ ■\l�■.'��i?1■��■i?li tilrl��IIIIII�� , V v��I ` z�� F'Nir �---� iI! _■IIMIAW11�7■1111MI��IIINI.7 MIIIM!■■I� l■i1•G wri,llia____I�_7•_- ► -I- 1� III WL -.MI ihk ...... --------------__ ------... .*I' 4Mill 411.1iNFI eleile 14.1111110' ' 4.4.1,1111L4111W4411k ' � i �� I ��111 '�ww1 :NINI A IRMI1 II -LAtitI ONE �4 IM • �III�Ii. 11■Ili�li► lll �r'1■I� �iIII�Gilll■1l��1■I■1��11 -�FI ��-M �E_ _ I I 1 I \ 1 i �" I,1 I 1 11 �� 0 III ■■■PI■II1M,■ II Vilil1 MMIRCI, MNIMMINIMMEI■,■M1�1._I�`��-�`'A� O ® \ Pi I �.I �•A/ �`�� v eP ��ItV'W' �W VIIII •• v 'do' �4�r•,...,�I ® V RIVER / 11111TERRACE ® L \� �o v v I I I 0 NOTES. - 4- . •� 1 1 I PARK g 1. SEE SHEET IL-1 FOR ILLUMINAION LEGEND, NOTES AND DETAILS. M 2. SEE P.G.E. PLAN FOR CONDUIT PLAN NOT SHOWN41) ® 1 L.,L ) ) i 1 4c-'1G,PNR,°:44:5',,,,,ti/f \ - , 1 � SW PERTH RD % 65552PE r (0 h, M ' I I I I I II II I I O RG ON ( G ff^ a 1 t 9OF '<y9, 2O i T7 0 i �r I / % F, SCAR 0 EX /o I t - / EXPIRES:06/30/2 4 rts ii 0 41) LP /E A; I I I I PHASE 3 I ir ILLUMINATI ON_ it I ^ _ PLANS v I I I I PROJECT NO.: 146-004I- 0 ® 41DEXe • . • I ii 11 i - I TYPE: CONSTRUCTION $ I REVIEWED BY: KCS I - - SW HAWK RIDGE RD I6 — — _ — — — f I L - 3 RIVER TERRACE PARK PHASE 3 1200C EROSION AND SEDIMENT CONTROL PLAN ( ESC REVISION TO EXISTING 1200- C PERMIT #XXX) TL 100 , 200, 400 TOWNSHIP 2 SOUTH , RANGE 1 WEST, SEC . 8 W. M . CITY OF TIGARD WASHINGTON COUNTY, OREGON SHEET INDEX DEVELOPER PROJECT TIME FRAME: ATTENTION EXCAVATORS: TOLL BROS, INC GROUND DISTURBANCE START: JUNE, 2023 OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. EROSION AND SEDIMENT CONTROL PLANS 88KIRKLAND,122ND AVE NE,, WA 98033SUITE 200 FINAL DATE FOR GRADING ACTIVITY: OCTOBER, 2023 THOSE RULES ARE SET FORTH IN OAR 952 0 0010 THROUGH OAR 952 001 0090. YOU MAY OBTAIN COPIES OF THESE RULES FROM THE CENTER BY CALLING 503-232-1987. IF YOU HAVE ANY QUESTIONS ABOUT THE EC1 .1 COVER SHEET PHONE: 425-825-5310 RULES, YOU MAY CONTACT THE CENTER. YOU MUST NOTIFY THE CENTER AT LEAST TWO BUSINESS DAYS, EC1 .2 NOTES CONTACT: AARON HOLLINGBERY FINAL END DATE OF CONTRUCTION-RELATED BEFORE COMMENCING AN EXCAVATION. CALL 503-246-6699. EC2 EXISTING CONDITIONS AND DEMOLITION PLAN PLANNING/ENGINEERING/SURVEY FIRM: POLLUTANT GENERATING ACTIVITY: AUGUST, 2025 EC3 RUNOFF CONTROL PLAN PACIFIC COMMUNITY DESIGN NATURE OF CONSTRUCTION ACTIVITY AND ESTIMATED TIME TABLE EC4 SITE IMPROVEMENT PLAN 12564 SW MAIN STREET BMP SCHEDULE FOR CONSTRUCTION PHASES EC5.1 VERTICAL CONSTRUCTION AND SITE STABILIZATION TIGARD, OR 97223 - CLEARING (JUNE 2023 - JUNE 2023) EC5.2 VERTICAL CONSTRUCTION AND SITE STABILIZATION PHONE: 503 941 9484 - MASS GRADING (JULY 2023 - OCTOBER 2023) REFER TO DEQ GUIDANCE MANUAL FOR A COMPREHENSIVE LIST OF AVAILABLE BMP'S. CONTACT: BLAKE A. ARELLANO - UTILITY INSTALLATION (OCTOBER 2023 - JANUARY 2024) CLEARING UTILITY/STREET VERTICAL FINAL WET WEATHER EC6.1 EROSION AND SEDIMENT CONTROL DETAILS - STREET CONSTRUCTION (JANUARY 2024 - APRIL 2024) EC6.2 EROSION AND SEDIMENT CONTROL DETAILS - VERTICAL CONSTRUCTION (APRIL 2024 - JULY 2025) GRADING CONSTRUCTION CONSTRUCTION STABILIZATION (OCT. 1 - MAY 31ST) PROJECT LOCATION: PROPERTY DESCRIPTION: - FINAL STABILIZATION (JULY 2025 - AUGUST 2025) EROSION PREVENTION: - REMOVAL OF TEMPORARY STORMWATER CONTROLS PRESERVE EXISTING VEGETATION X X X X X • EAST OF THE INTERSECTION OF TAX LOTS: TAX MAP 2S108CB, LOCATED IN TOWNSHIP 2 STRAW GROUND COVER X X SW PERTH RD. AND SW 165TH AVE. SOUTH, RANGE 1 WEST, TIGARD, WASHINGTON COUNTY, AND CONSTRUCTION EQUIPMENT OR VEHICLES (AUGUST 2025) PLASTIC SHEETING X VICINITY MAP TIGARD, OREGON. OREGON. PLANNED BUSINESS DAYS AND HOURS EROSION CONTROL BLANKETS Et MATS (SPECIFY TYPE) X • NTS LATITUDE = 45°24'35" COMPOST BLANKETS • __- =1.i-u-i-u.... /(4- -1 LONGITUDE = -122°50'39" 7:00 AM TO 7:00 PM MONDAY THROUGH FRIDAY DUST CONTROL X X X X X TEMPORARY SEEDING AND PLANTING X X X X � _ _ 8:00 AM TO 7:00 PM SATURDAY, SUNDAY, AND FEDERAL HOLIDAYSPERMANENT SEEDING AND PLANTING X IMIMI SW BULL I RD. -I SITE DESCRIPTION: JIIIIII� W I _f�11111 MOUNTAIN ■ PERMITTEE'S SITE INSPECTOR: VEGETATED BUFFER STRIPS _( ••� WE EXISTING CONDITIONS UNPAVED ROADS GRAVELED OR OTHER BMP ON THE ROAD X I I I I I 111�� i�•�� • INSPECTOR: AARON KOPET, CESCL#12192215 HYDROSEEDING /111E111111 ■ ! COMPANY/AGENCY: TOLL BROTHERS MULCHES (SPECIFY TYPE) 1111111 m mug 11111 wily V miI I iu �� N � lr THE SITE AREA OF ALL THREE PHASES IS 28.50 ACRES. THE AREA OF PHASE 3 IS 9.06 ACRES. THE SITE IS PHONE: 425 825 5309 SOIL TACKIFIERS I I ,war o MOSTLY SUBURBAN RESIDENTIAL. SODDING it ■ E-MAIL: AKOPET@TOLLBROTHERS.COM ,)-u PROJECT i �� Hun - ORANGE FENCING (PROTECTING SENSITIVE/PRESERVED AREAS) X" X X X X dDESCRIPTION OF EXPERIENCE: .1�� mi.. DEVELOPED CONDITIONS SEDIMENT CONTROL: • SITE re inim III ■....1 _ A CONSTRUCTION SITE EROSION AND POLLUTION CONTROL LEAD (CESCL). SEDIMENT FENCING X" X X X 0) 4011111111 Hum Rpm� • � RIVER TERRACE PARK PHASE 3 INCLUDES PUBLIC INFRASTRUCTURE FOR 62 SINGLE FAMILY RESIDENTIAL CESCL CERTIFIED SINCE 2004. STRAW WATTLES (OR OTHER MATERIALS) X X X re w Er - 11um ■-�: E ' �� °' 11 LOTS. CONSTRUCTION TO INCLUDE STREET PAVING, STORM DRAIN, SANITARY, AND WATER UTILITIES. COMPOST BERM 0 C 1111111 i w .2 PHASE 3 MASS GRADING FOR ALL THREE PHASES WILL BE COMPLETED UNDER THE PHASE 1 PERMIT. THE TOTAL STORM DRAIN INLET PROTECTION - BIOBAGS X" X X X 0 CC ` I I I: a = :I s union DISTURBED AREA, INCLUDING OFFSITE IMPROVEMENTS, IS 25.33 ACRES. INSPECTION FREQUENCY: DEWATERING O 1 1 , ``,,,10 a �>uuu nu r- SEDIMENT TRAP 2 O = ♦.4 , PHASE 2`" '��^ SEDIEMNT BARRIER • SITE CONDITION MINIMUM FREQUENCY �DO``p `` NATURAL BUFFER ZONE X X X X X �� ```` _ 1. ACTIVE PERIOD ON INITIAL DATE THAT LAND DISTURBANCE ACTIVITIES TEMPORARY OR PERMANENT SEDIMENTATION BASINS - - ; COMMENCE. TREATMENT SYSTEM (0 Et M PLAN REQUIRED) • WITHIN 24 HOURS OF ANY STORM EVENT, INCLUDING COMPOST SOCKS TOTAL SITE AREA - PHASE 1 - 5.57 ACRES RUNOFF FROM SNOW MELT, THAT RESULTS IN DISCHARGE MYCORRHIZAE/BIOFERTILIZERS PHASE 2 - 13.87 ACRES FROM THE SITE. RUN OFF CONTROL: . PHASE 3 - 9.06 ACRES AT LEAST ONCE EVERY 14 DAYS, REGARDLESS OF WHETHER CONSTRUCTION ENTRANCE X" X X X TOTAL - 28.50 ACRES STORMWATER RUNOFF IS OCCURRING. PIPE SLOPE DRAINS • OUTLET PROTECTION X X X X 2. INACTIVE PERIODS GREATER THE INSPECTOR MAY REDUCE THE FREQUENCY OF TOTAL DISTURBED AREA (INCLUDING OFFSITE AREAS) ENERGY DISSIPATERS • SITE PLAN THAN FOURTEEN (14) INSPECTIONS IN ANY AREA OF THE SITE WHERE THE CHECK DAMS _) PHASE 1 - 3.27 ACRES CONSECUTIVE CALENDAR DAYS STABILIZATION STEPS IN SECTION 2.2.20 HAVE BEEN BIOSWALES E NTS PHASE 2 - 13.76 ACRES COMPLETED TO TWICE PER MONTH FOR THE FIRST MONTH, DRAINAGE SWALES ,o PHASE 3 8.30 ACRES NO LESS THAN 14 CALENDAR DAYS APART,THEN ONCE PER EARTH DIKES (STABILIZED) N ` - - r I TOTAL 25.33 ACRES MONTH. TEMPORARY DIVERSION DIKES 3. PERIODS DURING WHICH THE IF SAFE, ACCESSIBLE AND PRACTICAL, INSPECTIONS MUST POLLUTION PREVENTION: (i) I MAXIMUM DISTURBED AREA AT ANY ONE TIME = 25.33 ACRES PROPER SIGNAGE X X X X X SITE IS INACCESSIBLE DUE TO OCCUR DAILY AT A RELEVANT DISCHARGE POINT OF o HAZARDOUS WASTE MANAGEMENT X X X X X - - SITE SOIL CLASSIFICATION: INCLEMENT WEATHER DOWNSTREAM LOCATION OF THE RECEIVING WATERBODY. SPILL KIT ON-SITE X X X X X - EVERTON - MAYBELLE i CONCRETE TRUCK WASHOUT X X �� 7B - CASCADE SILT LOAM. 4. PERIODS DURING WHICH VISUAL MONITORING INSPECTIONS MAY BE TEMPORARILY H0 SIGNIFIES ADDITIONAL BMP'S REQUIRED FOR WORK WITHIN 50' OF WATER OF THE STATE. fi -- - 11 D - CORNELIUS AND KINTON SILT LOAMS. CONSTRUCTION ACTIVITIES ARE SUSPENDED. IMMEDIATELY RESUME MONITORING UPON " SIGNIFIES BMP THAT WILL BE INSTALLED PRIOR TO ANY GROUND DISTURBING ACTIVITY. -I--- I ' 16C - DELENA SILT LOAM. SUSPENDED AND RUNOFF IS THAWING, OR WHEN WEATHER CONDITIONS MAKE w L I I UNLIKELY DUE TO FROZEN DISCHARGES LIKLEY. I = o I , 4 l. ALL FILL MATERIAL SHALL BE NATIVE SOIL OR SHALL BE IMPORTED FROM AN OFF-SITE SOURCE AS CONDITIONS. ,'i I Q ROSLYN APPROVED BY THE GEOTECHNICAL ENGINEER. 5. PERIODS DURING WHICH VISUAL MONITORING INSPECTIONS MAY REDUCED TO ONCE T 3 I PHASE 3 . CONSTRUCTION ACTIVITIES ARE A MONTH. IMMEDIATELY RESUME MONITORING UPON "' RECEIVING WATER BODY CONDUCTED AND RUNOFF IS THAWING, OR WHEN WEATHER CONDITIONS MAKE --- I - - - - - - - - - - UNLIKELY DUE TO FROZEN DISCHARGES LIKELY. THE PERMITTEE IS REQUIRED TO MEET ALL THE CONDITIONS OF THE 1200C PERMIT. THIS ESCP AND GENERAL a PROPOSED SITE WILL DRAIN FROM A DETENTION POND TO AN EXISTING WETLAND WHICH DRAINS CONDITIONS. CONDITIONS HAVE BEEN DEVELOPED TO FACILITATE COMPLIANCE WITH THE 1200C PERMIT REQUIREMENTS. IN o I ULTIMATELY TO THE TUALATIN RIVER. CASE OF DISCREPANCIES OR OMISSIONS, THE 1200C PERMIT REQUIREMENTS SUPERCEDE REQUIREMENTS OF THIS �o =-- - • HOLD A PRE CON MEETING OF PROJECT CONSTRUCTION PERSONNEL THAT INCLUDES THE EC PLAN. BLACKSTONE INSPECTOR TO DISCUSS EROSION AND SEDIMENT CONTROL MEASURES AND CONSTRUCTION A `O LIMITS 0 F'I' . // 303(d) CATEGORY 4 AND 5 IMPAIRMENT STATUS OF RECEIVING WATERBODY • ALL INSPECTIONS MUST BE MADE IN ACCORDANCE WITH DEQ 1200 C PERMIT REQUIREMENTS. PHASE 1 _ J • INSPECTION LOGS MUST BE KEPT IN ACCORDANCE WITH DEQ'S 1200 C PERMIT RATIONALE STATEMENT: i-- NOT APPLICABLE. REQUIREMENTS. wA COMPREHENSIVE LIST OF AVAILABLE BEST MANAGEMENT PRACTICES (BMP) OPTIONS BASED ON DEQ's GUIDANCE MANUAL HAS PHASE 2 • RETAIN A COPY OF THE ESCP AND ALL REVISIONS ON SITE AND MAKE IT AVAILABLE ON o / WATERBODIES TO BE IMPACTED BY CONSTRUCTION ACTIVITES REQUEST TO DEQ, AGENT, OR THE LOCAL MUNICIPALITY, DURING INACTIVE PERIODS OF BEEN REVIEWED TO COMPLETE THIS EROSION AND SEDIMENT CONTROL PLAN. SOME OF THE ABOVE LISTED BMP's WERE NOT o / a (WATERBODIES TO BE REFERENCED IN 401 WATER QUALITY CERTIFICATIONS, USAGE PERMIT, DSL PERMIT, GREATER THAN SEVEN (7) CONSECUTIVE CALENDAR DAYS, RETAIN THE ESOP AT THE CHOSEN BECAUSE THEY WERE DETERMINED TO NOT EFFECTIVELY MANAGE EROSION PREVENTION AND SEDIMENT CONTROL FOR _ THIS PROJECT BASED ON SPECIFIC SITE CONDITIONS, INCLUDING SOIL CONDITIONS TOPOGRAPHIC CONSTRAINTS, ACCESSIBILITY TO w I l AND/OR ANY OTHER APPLICABLE AGENCY AUTHORIZATION) CONSTRUCTION SITE OR AT ANOTHER LOCATION // ° THE SITE, AND OTHER RELATED CONDITIONS, AS THE PROJECT PROGRESSES AND THERE IS A NEED TO REVISE THE ESC PLAN, AN NOT APPLICABLE. ACTION PLAN WILL BE SUBMITTED. = ENGINEERED SOILS INITIAL: AA U 0 o IF ENGINEERED SOILS WILL BE USED PER SECTION 6.6, pH MONITORING IS REQUIRED OF SEDIMENTATION BASINS. -c o 5 U o DATE: 04/11/2024 i . REVISIONS: DESIGNED BY: CMM DRAWING NO.: , �� PR�jC��,„ JOB NUMBER EROSION AND SEDIMENT I„I,iiDRAWN BY: CMM SCALE: RIVER TER RACE PARK 5 `WW -0 CHECKED BY: BAA G I NF .p CONTROLI IF PHASE 3 8�957PE 146-004 0 oTOLL BROS, INC. OREGON PREPARED ED FOR: 8815 122ND AVE NE <�'TY ON 0 SHEET COVER SHEET KIRKLAND, WA98033 WASHINGTON COUNTY OREGON `ifir 8. Z PACIFIC COMMUNITY DESIGN A. ARty EC 1 . 1 a EXPIRES: 12-31-25 Z TAX LOT: 100, 200, 400 TAX MAP: 2S108CB EROSION AND SEDIMENT CONTROL PLAN NARRATIVE: 7. NATURAL BUFFER ZONE (SEE SECTION 2.2.4 AND APPENDIX B) EROSION AND SEDIMENT CONTROL PLAN STANDARD NOTES: GRADING, STREET AND UTILITY EROSION AND SEDIMENT 1. PERMIT REGISTRATION INFORMATION A. IF WATERS OF THE STATE IS WITHIN THE PROJECT SITE OR WITHIN 50 FEET OF THE PROJECT BOUNDARY, AND A CONSTRUCTION NOTES: NATURAL BUFFER EXISTS WITHIN 50 FEET OF THE WATER OF THE STATE, THE ESCP MUST DELINEATE AND 25. USE BMPS TO PREVENT OR MINIMIZE STORMWATER EXPOSURE TO POLLUTANTS FROM SPILLS; VEHICLE AND DATE: 09/16/2022 PROTECT THIS AREA WITH ORANGE FENCING OR FLAGGING (OR EQUIVALENT MEANS-SECTION 2.2.1.6) AND EQUIPMENT FUELING, MAINTENANCE, AND STORAGE; OTHER CLEANING AND MAINTENANCE ACTIVITIES; AND WASTE 1. SEED USED FOR TEMPORARY OR PERMANENT SEEDING SHALL BE COMPOSED OF ONE OF THE FOLLOWING MIXTURES, PROJECT NAME: RIVER TERRACE PARK MAINTAIN EXISTING BUFFER UNTIL COMPLETION OF PROJECT. ALL DISCHARGE MUST BE FILTERED PRIOR TO HANDLING ACTIVITIES. THESE POLLUTANTS INCLUDE FUEL, HYDRAULIC FLUID, AND OTHER OILS FROM VEHICLES AND UNLESS OTHERWISE AUTHORIZED: ESCP PREPARED BY: BLAKE ARELLANO ENTERING THE NATURAL BUFFER TO AVOID SEDIMENT BUILD UP. IF SCOUR IS AN ISSUE, AN ENERGY DISSIPATER MACHINERY, AS WELL AS DEBRIS, FERTILIZER, PESTICIDES AND HERBICIDES, PAINTS, SOLVENTS, CURING COMPOUNDS A. VEGETATED CORRIDOR AREAS REQUIRE NATIVE SEED MIXES. SEE RESTORATION PLAN FOR APPROPRIATE SEED MIX. COMPANY NAME: PACIFIC COMMUNITY DESIGN MAY NEED TO BE INSTALLED. AND ADHESIVES FROM CONSTRUCTION OPERATIONS. (SECTIONS 2.2.15 AND 2.3) B. DWARF GRASS MIX (MIN. 100 LB./AC.) EMAIL ADDRESS: BLAKE@PACIFIC-COMMUNITY.COM 26. PROVIDE PLANS FOR SEDIMENTATION BASINS THAT HAVE BEEN DESIGNED PER SECTION 2.2.17 AND STAMPED BY AN 1. DWARF PERENNIAL RYEGRASS (80% BY WEIGHT) NATURAL BUFFER MEANS, FOR THE PURPOSES OF THIS PERMIT, AN AREA OF UNDISTURBED NATURAL VEGETATION, 2. CREEPING RED FESCUE (20% BY WEIGHT) 2. OREGON PROFESSIONAL CERTIFICATION INFORMATION EXPOSED ROCK, AND BARREN GROUND THAT EXISTED PRIOR TO COMMENCEMENT OF EARTH-DISTURBING OREGON PROFESSIONAL ENGINEER. (SEE SECTION 2.2.17.A) C. STANDARD HEIGHT GRASS MIX (MIN. 100 LB./AC.) ACTIVITIES. 27. IF ENGINEERED SOILS ARE USED ON SITE, A SEDIMENTATION BASIN/IMPOUNDMENT MUST BE INSTALLED. (SEE 1. ANNUAL RYEGRASS (40% BY WEIGHT) IS YOUR EROSION AND SEDIMENT CONTROL PLAN (ESCP) FOR AN ACTIVITY THAT COVERS 20 ACRES OR MORE OF SECTIONS 2.2.17 AND 2.2.18) 2. TURF-TYPE FESCUE (60% BY WEIGHT) DISTURBED LAND (SECTION 4.1)? B. IF PROJECT WILL REDUCE NATURAL BUFFER ZONE UNDER 50 FEET OF WATERS OF THE STATE, THE ESCP MUST 28. PROVIDE A DEWATERING PLAN FOR ACCUMULATED WATER FROM PRECIPITATION AND UNCONTAMINATED 2. SLOPE TO RECEIVE TEMPORARY OR PERMANENT SEEDING SHALL HAVE THE SURFACE ROUGHENED BY MEANS OF INCLUDE ONE OR MORE OF THE FOLLOWING BMPS TO CONTROL AND TREAT SEDIMENT AND TURBIDITY PER THE GROUNDWATER SEEPAGE DUE TO SHALLOW EXCAVATION ACTIVITIES. (SEE SECTION 2.4) TRACK-WALKING OR THE USE OF OTHER APPROVED IMPLEMENTS. SURFACE ROUGHENING IMPROVES SEED BEDDING AND YES REQUIREMENTS OF APPENDIX B. LIST THE BMP(S) TO BE IMPLEMENTED IN THE NATURAL BUFFER ZONE BELOW: 29. IMPLEMENT THE FOLLOWING BMPS WHEN APPLICABLE: WRITTEN SPILL PREVENTION AND RESPONSE PROCEDURES, REDUCES RUN-OFF VELOCITY. EMPLOYEE TRAINING ON SPILL PREVENTION AND PROPER DISPOSAL PROCEDURES, SPILL KITS IN ALL VEHICLES, 3. LONG TERM SLOPE STABILIZATION MEASURES SHALL INCLUDE THE ESTABLISHMENT OF PERMANENT VEGETATIVE COVER DOES YOUR EROSION AND SEDIMENT CONTROL PLAN REQUIRE ENGINEERED FACILITIES SUCH AS SETTLING BASINS C. THE NATURAL BUFFER ZONE REQUIREMENTS DO NOT APPLY IF (SEE APPENDIX B.1.2): REGULAR MAINTENANCE SCHEDULE FOR VEHICLES AND MACHINERY, MATERIAL DELIVERY AND STORAGE CONTROLS, VIA SEEDING WITH APPROVED MIX AND APPLICATION RATE. AND/OR DIVERSION STRUCTURES (SECTIONS 2.2.17 AND 2.2.18)? I. NO NATURAL BUFFER EXISTS DUE TO PREEXISTING DEVELOPMENT DISTURBANCES THAT OCCURRED PRIOR TO TRAINING AND SIGNAGE, AND COVERED STORAGE AREAS FOR WASTE AND SUPPLIES. (SECTION 2.3) 4. TEMPORARY SLOPE STABILIZATION MEASURES SHALL INCLUDE: COVERING EXPOSED SOIL WITH PLASTIC SHEETING, THE INITIATION OF PLANNING FOR THE CURRENT PROJECT; OR 30. USE WATER, SOIL-BINDING AGENT OR OTHER DUST CONTROL TECHNIQUE AS NEEDED TO AVOID WIND-BLOWN SOIL. STRAW MULCHING, WOOD CHIPS, OR OTHER APPROVED MEASURES. NO II. THERE IS NO DISCHARGE OF STORMWATER TO THE WATER OF THE STATE THROUGH THE AREA BETWEEN (SECTION 2.2.9) 5. STOCKPILED SOIL OR STRIPPINGS SHALL BE PLACED IN A STABLE LOCATION AND CONFIGURATION. DURING "WET THE DISTURBED PORTIONS OF THE SITE AND THE SURFACE WATER LOCATED WITHIN THE PROJECT SITE OR 31. THE APPLICATION RATE OF FERTILIZERS USED TO REESTABLISH VEGETATION MUST FOLLOW MANUFACTURER'S WEATHER" PERIODS, STOCKPILES SHALL BE COVERED WITH PLASTIC SHEETING OR STRAW MULCH. SEDIMENT FENCE IS IF YOU ANSWERED "YES" TO QUESTION #1, THE ESCP MUST BE PREPARED AND STAMPED BY AN OREGON REGISTERED WITHIN 50 FEET OF THE SITE. THIS INCLUDES SITUATIONS WHERE THE PERMIT REGISTRANT HAS IMPLEMENTED RECOMMENDATIONS TO MINIMIZE NUTRIENT RELEASES TO SURFACE WATERS. EXERCISE CAUTION WHEN USING REQUIRED AROUND THE PERIMETER OF THE STOCKPILE. PROFESSIONAL ENGINEER, OREGON REGISTERED LANDSCAPE ARCHITECT, OREGON CERTIFIED ENGINEERING CONTROL MEASURES, SUCH AS A BERM OR OTHER BARRIER, THAT WILL PREVENT SUCH DISCHARGES; OR 6. EXPOSED CUT OR FILL AREAS SHALL BE STABILIZED THROUGH THE USE OF TEMPORARY SEEDING AND MULCHING, III. CONSTRUCTION IS FOR A WATER DEPENDENT STRUCTURE OR WATER ACCESS AREAS (FOR EXAMPLE, PIER, TIME-RELEASE FERTILIZERS WITHIN ANY WATERWAY RIPARIAN ZONE. (SECTION 2.3.5) GEOLOGIST, OR CERTIFIED PROFESSIONAL IN EROSION AND SEDIMENT CONTROL (SOIL AND WATER CONSERVATION 32. IF AN ACTIVE TREATMENT SYSTEM (FOR EXAMPLE, ELECTRO COAGULATION, FLOCCULATION, FILTRATION, ETC.) FOR EROSION CONTROL BLANKETS OR MATS, MID-SLOPE SEDIMENT FENCES OR WATTLES, OR OTHER APPROPRIATE SOCIETY). IF YOU ANSWERED "YES" TO QUESTION #2, THE ESCP MUST BE PREPARED AND STAMPED BY AN OREGON BOAT RAMP, OR TRAIL). MEASURES. SLOPES EXCEEDING 25% MAY REQUIRE ADDITIONAL EROSION CONTROL MEASURES. REGISTERED PROFESSIONAL ENGINEER. SEDIMENT OR OTHER POLLUTANT REMOVAL IS EMPLOYED, SUBMIT AN OPERATION AND MAINTENANCE PLAN 7. AREAS SUBJECT TO WIND EROSION SHALL USE APPROPRIATE DUST CONTROL MEASURES INCLUDING THE APPLICATION BMP RATIONALE (INCLUDING SYSTEM SCHEMATIC, LOCATION OF SYSTEM, LOCATION OF INLET, LOCATION OF DISCHARGE, DISCHARGE OF A FINE SPRAY OF WATER, PLASTIC SHEETING, STRAW MULCHING, OR OTHER APPROVED MEASURES. 3. INSPECTOR QUALIFICATION INFORMATION - DISPERSION DEVICE DESIGN, AND A SAMPLING PLAN AND FREQUENCY) BEFORE OPERATING THE TREATMENT SYSTEM. 8. CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE OBTAIN ENVIRONMENTAL MANAGEMENT PLAN APPROVAL FROM DEQ BEFORE OPERATING THE TREATMENT SYSTEM. DURATION OF THE PROJECT. ADDITIONAL MEASURES INCLUDING, BUT NOT LIMITED TO, TIRE WASHES, STREET PROVIDE THE FOLLOWING INFORMATION ON THE VISUAL MONITORING INSPECTOR. THIS IS A PERSON THAT WORKS NOT APPLICABLE OPERATE AND MAINTAIN THE TREATMENT SYSTEM ACCORDING TO MANUFACTURER'S SPECIFICATIONS. (SECTION SWEEPING, AND VACUUMING MAY BE BE REQUIRED TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE FOR THE APPLICANT AND NOT A GOVERNMENT EMPLOYEE. UPON DESIGNATING THE INSPECTOR(S), SUBMIT TO DEQ 1.2.9) DURATION OF THE PROJECT. OR AGENT THEIR NAME(S), AND CONTACT INFORMATION. ALL DESIGNATED VISUAL MONITORING INSPECTORS MUST 33. TEMPORARILY STABILIZE SOILS AT THE END OF THE SHIFT BEFORE HOLIDAYS AND WEEKENDS, IF NEEDED. THE 9. ACTIVE INLETS TO STORM WATER SYSTEMS SHALL BE PROTECTED THROUGH THE USE OF APPROVED INLET BE QUALIFIED THROUGH CERTIFICATION IN EROSION AND SEDIMENT CONTROL. (NPDES 1200-C PERMIT SECTION 6.1). REGISTRANT IS RESPONSIBLE FOR ENSURING THAT SOILS ARE STABLE DURING RAIN EVENTS AT ALL TIMES OF THE PROTECTION MEASURES. ALL INLET PROTECTION MEASURES ARE TO BE REGULARLY INSPECTED AND MAINTAINED AS YEAR. (SECTION 2.2) NEEDED. DEQ APPROVED CERTIFICATION (SECTION 6.1.1-5): 34. AS NEEDED BASED ON WEATHER CONDITIONS, AT THE END OF EACH WORKDAY SOIL STOCKPILES MUST BE STABILIZED 10. SATURATED MATERIALS THAT ARE HAULED OFF-SITE MUST BE TRANSPORTED IN WATER-TIGHT TRUCKS TO ELIMINATE A: CERTIFIED PROFESSIONAL IN EROSION AND SEDIMENT CONTROL (CPESC) OR COVERED, OR OTHER BMPS MUST BE IMPLEMENTED TO PREVENT DISCHARGES TO SURFACE WATERS OR SPILLAGE OF SEDIMENT AND SEDIMENT-LADEN WATER. B: CERTIFIED PROFESSIONAL IN STORM WATER QUALITY (CPSWQ) CONVEYANCE SYSTEMS LEADING TO SURFACE WATERS. (SECTION 2.2.8) 11. AN AREA SHALL BE PROVIDED FOR THE WASHING OUT OF CONCRETE TRUCKS IN A LOCATION THAT DOES NOT C: CERTIFIED INSPECTOR OF SEDIMENT AND EROSION CONTROL (CISEC) PROVIDE RUN-OFF THAT CAN ENTER THE STORM WATER SYSTEM. IF THE CONCRETE WASH-OUT AREA CAN NOT BE 35. SEDIMENT FENCE: REMOVE TRAPPED SEDIMENT BEFORE IT REACHES ONE THIRD OF THE ABOVE GROUND FENCE D: WASHINGTON DEPARTMENT OF ECOLOGY'S CERTIFIED EROSION AND SEDIMENT CONTROL LEAD (CESCL) CONSTRUCTED GREATER THAN 50' FROM ANY DISCHARGE POINT, SECONDARY MEASURES SUCH AS BERMS OR CERTIFICATION HEIGHT AND BEFORE FENCE REMOVAL. (SECTION 2.1.5.B) TEMPORARY SETTLING PITS MAY BE REQUIRED. THE WASH-OUT SHALL BE LOCATED WITHIN SIX FEET OF TRUCK E: ROGUE VALLEY SEWER SERVICES EROSION AND SEDIMENT CONTROL CERTIFICATION 8. ARE ENGINEERED SOILS TO BE USED ON SITE? (SEE SECTION 2.2.18) 36. OTHER SEDIMENT BARRIERS (SUCH AS BIOBAGS): REMOVE SEDIMENT BEFORE IT REACHES TWO INCHES DEPTH ABOVE ACCESS AND BE CLEANED WHEN IT REACHES 50% OF THE CAPACITY. NO GROUND HEIGHT AND BEFORE BMP REMOVAL. (SECTION 2.1.5.C) 12. SWEEPINGS FROM EXPOSED AGGREGATE CONCRETE SHALL NOT BE TRANSFERRED TO THE STORM WATER SYSTEM. CERTIFIED VISUAL MONITORING INSPECTOR 37. CATCH BASINS: CLEAN BEFORE RETENTION CAPACITY HAS BEEN REDUCED BY FIFTY PERCENT. SEDIMENT BASINS AND SWEEPINGS SHALL BE PICKED UP AND DISPOSED IN THE TRASH. NAME: JEFF HELLINGS SEDIMENT TRAPS: REMOVE TRAPPED SEDIMENTS BEFORE DESIGN CAPACITY HAS BEEN REDUCED BY FIFTY PERCENT 13. AVOID PAVING IN WET WEATHER WHEN PAVING CHEMICALS CAN RUN-OFF INTO THE STORM WATER SYSTEM. ADDRESS: 12564 SW MAIN ST. TIGARD, OR 97223 EROSION AND SEDIMENT CONTROL PLAN STANDARD NOTES: AND AT COMPLETION OF PROJECT. (SECTION 2.1.5.D) 14. USE BMPS SUCH AS CHECK-DAMS, BERMS, AND INLET PROTECTION TO PREVENT RUN-OFF FROM REACHING DISCHARGE TELEPHONE: 503-941-9484 38. WITHIN 24 HOURS, SIGNIFICANT SEDIMENT THAT HAS LEFT THE CONSTRUCTION SITE, MUST BE REMEDIATED. POINTS. EMAIL: JEFF@PACIFIC-COMMUNITY.COM INVESTIGATE THE CAUSE OF THE SEDIMENT RELEASE AND IMPLEMENT STEPS TO PREVENT A RECURRENCE OF THE 15. COVER CATCH BASINS, MANHOLES, AND OTHER DISCHARGE POINTS WHEN APPLYING SEAL COAT, TACK COAT, ETC. TO CERTIFICATION PROGRAM AND NUMBER: CESCL #061090 1. INCLUDE A LIST OF ALL PERSONNEL (BY NAME AND POSITION) THAT ARE RESPONSIBLE FOR THE DESIGN, DISCHARGE WITHIN THE SAME 24 HOURS. ANY IN-STREAM CLEAN-UP OF SEDIMENT SHALL BE PERFORMED ACCORDING PREVENT INTRODUCING THESE MATERIALS TO THE STORM WATER SYSTEM. EXPIRATION DATE: 02/18/2024 INSTALLATION AND MAINTENANCE OF STORMWATER CONTROL MEASURES (E.G., ESCP DEVELOPER, BMP INSTALLER TO THE OREGON DEPARTMENT OF STATE LANDS REQUIRED TIMEFRAME. (SECTION 2.2.19.A) (SEE SECTION 4.10), AS WELL AS THEIR INDIVIDUAL RESPONSIBILITIES. (SECTION 4.4.C.II) 39. THE INTENTIONAL WASHING OF SEDIMENT INTO STORM SEWERS OR DRAINAGE WAYS MUST NOT OCCUR. VACUUMING 4. ENVIRONMENTAL MANAGEMENT PLAN 2. VISUAL MONITORING INSPECTION REPORTS MUST BE MADE IN ACCORDANCE WITH DEQ 1200-C PERMIT REQUIREMENTS. OR DRY SWEEPING AND MATERIAL PICKUP MUST BE USED TO CLEANUP RELEASED SEDIMENTS. (SECTION 2.2.19) EROSION AND SEDIMENT CONTROL BMP IMPLEMENTATION: (SECTION 6.5) 40. DOCUMENT ANY PORTION(S) OF THE SITE WHERE LAND DISTURBING ACTIVITIES HAVE PERMANENTLY CEASED OR WILL WILL CONTAMINATED SOILS, CONTAMINATED GROUNDWATER, OR HAZARDOUS MATERIALS BE OR HAVE THE 3. INSPECTION LOGS MUST BE KEPT IN ACCORDANCE WITH DEQ'S 1200-C PERMIT REQUIREMENTS. (SECTION 6.5.Q) BE TEMPORARILY INACTIVE FOR 14 OR MORE CALENDAR DAYS. (SECTION 6.5.F.) POTENTIAL TO BE ENCOUNTERED DURING CONSTRUCTION ACTIVITIES? 4. RETAIN A COPY OF THE ESCP AND ALL REVISIONS ON SITE AND MAKE IT AVAILABLE ON REQUEST TO DEQ, AGENT, OR 1. ALL BASE ESC MEASURES (INLET PROTECTION, PERIMETER SEDIMENT CONTROL, GRAVEL CONSTRUCTION ENTRANCES, THE LOCAL MUNICIPALITY. (SECTION 4.7) 41. PROVIDE TEMPORARY STABILIZATION FOR THAT PORTION OF THE SITE WHERE CONSTRUCTION ACTIVITIES CEASE FOR ETC.) MUST BE IN PLACE, FUNCTIONAL, AND APPROVED IN AN INITIAL INSPECTION, PRIOR TO COMMENCEMENT OF NO 5. THE PERMIT REGISTRANT MUST IMPLEMENT THE ESCP. FAILURE TO IMPLEMENT ANY OF THE CONTROL MEASURES OR 14 DAYS OR MORE WITH A COVERING OF BLOWN STRAW AND A TACKIFIER, LOOSE STRAW, OR AN ADEQUATE CONSTRUCTION ACTIVITIES. PRACTICES DESCRIBED IN THE ESCP IS A VIOLATION OF THE PERMIT. (SECTIONS 4 AND 4.11) COVERING OF COMPOST MULCH UNTIL WORK RESUMES ON THAT PORTION OF THE SITE. (SECTION 2.2.20) 2. ALL "SEDIMENT BARRIERS (TO BE INSTALLED AFTER GRADING)" SHALL BE INSTALLED IMMEDIATELY FOLLOWING IS AN ACTIVE TREATMENT SYSTEM (E.G. ELECTRO-COAGULATION, FLOCCULANTS, FILTRATION, POLYMERS, 42. DO NOT REMOVE TEMPORARY SEDIMENT CONTROL PRACTICES UNTIL PERMANENT VEGETATION OR OTHER COVER OF ESTABLISHMENT OF FINISHED GRADE AS SHOWN ON THESE PLANS. 6. THE ESCP MUST BE ACCURATE AND REFLECT SITE CONDITIONS. (SECTION 4.8) HYDROCHLORIC OR SULFURIC ACID) FOR SEDIMENT, pH NEUTRALIZATION, OR OTHER POLLUTANT REMOVAL PLANNED EXPOSED AREAS IS ESTABLISHED. ONCE CONSTRUCTION IS COMPLETE AND THE SITE IS STABILIZED, ALL TEMPORARY 3. LONG TERM SLOPE STABILIZATION MEASURES "INCLUDING MATTING" SHALL BE IN PLACE OVER ALL EXPOSED SOILS AND OR TO BE IMPLEMENTED AT THE PROJECT SITE? 7. SUBMISSION OF ALL ESCP REVISIONS IS NOT REQUIRED. SUBMITTAL OF THE ESCP REVISIONS IS ONLY UNDER SPECIFIC EROSION CONTROLS AND RETAINED SOILS MUST BE REMOVED AND DISPOSED OF PROPERLY, UNLESS NEEDED FOR LONG IMMEDIATELY AFTER GRADING IS COMPLETE. CONDITIONS. SUBMIT ALL NECESSARY REVISION TO DEQ OR AGENT WITHIN 10 DAYS. (SECTION 4.9) TERM USE FOLLOWING TERMINATION OF PERMIT COVERAGE. (SECTION 2.2.21) 4. THE STORM WATER FACILITY SHALL BE CONSTRUCTED AND LANDSCAPED PRIOR TO THE STORM WATER SYSTEM NO 8. SEQUENCE CLEARING AND GRADING TO THE MAXIMUM EXTENT PRACTICAL TO PREVENT EXPOSED INACTIVE AREAS FUNCTIONING AND SITE PAVING. FROM BECOMING A SOURCE OF EROSION. (SECTION 2.2.2) 5. INLET PROTECTION SHALL BE IN-PLACE IMMEDIATELY FOLLOWING PAVING ACTIVITIES. N 5. NARRATIVE SITE DESCRIPTION 9. CREATE SMOOTH SURFACES BETWEEN SOIL SURFACE AND EROSION AND SEDIMENT CONTROLS TO PREVENT STORMWATER FROM BYPASSING CONTROLS AND PONDING. (SECTION 2.2.3) LOCAL AGENCY-SPECIFIC EROSION CONTROL NOTES: - A. DESCRIBE THE NATURE OF THE CONSTRUCTION ACTIVITY AND THE FINAL USE OF THE SITE, THAT IS, WHAT WILL 10. IDENTIFY, MARK, AND PROTECT (BY CONSTRUCTION FENCING OR OTHER MEANS) CRITICAL RIPARIAN AREAS AND AUTHORIZED NON-STORMWATER DISCHARGES THAT WILL E THE SITE BE USED FOR AT THE COMPLETION OF THE CONSTRUCTION. (SECTION 4.4.E): VEGETATION INCLUDING IMPORTANT TREES AND ASSOCIATED ROOTING ZONES, AND VEGETATION AREAS TO BE 1. IF VEGETATIVE SEED MIXES ARE SPECIFIED, SEEDING MUST TAKE PLACE NO LATER THAN SEPTEMBER 1; AND Q ,O PRESERVED. IDENTIFY VEGETATIVE BUFFER ZONES BETWEEN THE SITE AND SENSITIVE AREAS (E.G., WETLANDS), AND PERCENTAGES OF SEED IN THE MIX MUST BE IDENTIFIED ON THE PLANS. OR MAY OCCUR: C,i RIVER TERRACE PARK PHASE 1 INCLUDES PUBLIC INFRASTRUCTURE FOR 20 RESIDENTIAL UNITS. CONSTRUCTION TO OTHER AREAS TO BE PRESERVED, ESPECIALLY IN PERIMETER AREAS. (SECTION 2.2.1) 2. ALL PUMPING OF SEDIMENT LADEN WATER SHALL BE DISCHARGED OVER AN UNDISTURBED, PREFERABLY VEGETATED INCLUDE STREET PAVING, STORM DRAIN, SANITARY SEWER, AND WATER UTILITIES. 11. PRESERVE EXISTING VEGETATION WHEN PRACTICAL AND RE VEGETATE OPEN AREAS. RE VEGETATE OPEN AREAS AREA, AND THROUGH A SEDIMENT CONTROL BMP I.E. (FILTER BAG) N 3. ALL EXPOSED SOILS MUST BE COVERED DURING THE WET WEATHER PERIOD, OCTOBER 01 MAY 31. THE FOLLOWING NON-STORMWATER DISCHARGES FROM CONSTRUCTION ARE AUTHORIZED IF THE TERMS AND CONDITIONS oN B. DESCRIBE THE ORIGIN AND NATURE OF FILL MATERIAL TO BE USED AND SOILS PRIOR TO DISTURBANCE. (SECTION WHEN PRACTICABLE BEFORE AND AFTER GRADING OR CONSTRUCTION. IDENTIFY THE TYPE OF VEGETATIVE SEED MIX OF THIS PERMIT ARE MET, ALL NECESSARY CONTROLS ARE IMPLEMENTED TO MINIMIZE SEDIMENT TRANSPORT, THE 4.4.E.IX): USED. (SECTION 2.2.5) DISCHARGE IS NOT A SIGNIFICANT SOURCE OF POLLUTANTS AND NOT CONTAMINATED, AND THE DISCHARGE IS NOT 12. MAINTAIN AND DELINEATE ANY EXISTING NATURAL BUFFER WITHIN THE 50-FEET OF WATERS OF THE STATE. PROHIBITED BY LOCAL ORDINANCE: ALL FILL MATERIAL SHALL BE NATIVE SOIL OR SHALL BE IMPORTED FROM AN OFF SITE SOURCE AS APPROVED BY THE (SECTION 2.2.4) PRE-CONSTRUCTION, CLEARING AND DEMOLITION NOTES: A. WATER AND ASSOCIATED DISCHARGES FROM EMERGENCY FIREFIGHTING ACTIVITIES; GEOTECHNICAL ENGINEER. 13. INSTALL PERIMETER SEDIMENT CONTROL, INCLUDING STORM DRAIN INLET PROTECTION AS WELL AS ALL SEDIMENT B. FIRE HYDRANT FLUSHING; `V BASINS, TRAPS, AND BARRIERS PRIOR TO LAND DISTURBANCE. (SECTIONS 2.1.3) C. PROPERLY MANAGED LANDSCAPE IRRIGATION; 1, 6. NATURAL BUFFER ZONE REQUIREMENTS FOR TMDL AND 303(D) LISTED WATERBODIES (SECTION 2.2.4.C) (SKIP IF NOT 14. CONTROL BOTH PEAK FLOW RATES AND TOTAL STORMWATER VOLUME, TO MINIMIZE EROSION AT OUTLETS AND 1. ALL BASE ESC MEASURES (INLET PROTECTION, PERIMETER SEDIMENT CONTROL, GRAVEL CONSTRUCTION ENTRANCES, D. WATER USED TO WASH EQUIPMENT AND VEHICLES (EXCLUDING THE ENGINE, UNDERCARRIAGE, AND WHEELS/TIRES) w APPLICABLE). DOWNSTREAM CHANNELS AND STREAMBANKS. (SECTIONS 2.1.1 AND 2.2.16) ETC.) MUST BE IN PLACE, FUNCTIONAL, AND APPROVED IN AN INITIAL INSPECTION, PRIOR TO COMMENCEMENT OF PROVIDED THERE IS NO DISCHARGE OF SOAPS, SOLVENTS, OR DETERGENTS USED; w 15. CONTROL SEDIMENT AS NEEDED ALONG THE SITE PERIMETER AND AT ALL OPERATIONAL INTERNAL STORM DRAIN CONSTRUCTION ACTIVITIES. E. WATER USED TO CONTROL DUST; T IF THERE IS POTENTIAL FOR THE DIRECT DISCHARGE OF STORMWATER TO A PORTION OF A WATERBODY THAT INLETS AT ALL TIMES DURING CONSTRUCTION, BOTH INTERNALLY AND AT THE SITE BOUNDARY. (SECTIONS 2.2.6 AND 2. SEDIMENT BARRIERS APPROVED FOR USE INCLUDE SEDIMENT FENCE, BERMS CONSTRUCTED OUT OF MULCH, CHIPPINGS, F. POTABLE WATER INCLUDING UNCONTAMINATED WATER LINE FLUSHINGS; IS LISTED FOR TURBIDITY OR SEDIMENTATION OR THAT HAS AN ESTABLISHED TOTAL MAXIMUM DAILY LOAD (TMDL) 2 2 13) OR OTHER SUITABLE MATERIAL, STRAW WATTLES, OR OTHER APPROVED MATERIALS. G. EXTERNAL BUILDING WASHDOWN, PROVIDED SOAPS, SOLVENTS, AND DETERGENTS ARE NOT USED, AND EXTERNAL FOR SEDIMENTATION OR TURBIDITY FROM THE CONSTRUCTION SITE, THEN THE BUFFER WIDTH LISTED BELOW MUST 3. SENSITIVE RESOURCES INCLUDING, BUT NOT LIMITED TO, TREES, WETLANDS, AND RIPARIAN PROTECTION AREAS SHALL SURFACES DO NOT CONTAIN HAZARDOUS SUBSTANCES; BE IMPLEMENTED. WHEN THE DISCHARGE ENTERS AN IMPAIRED WATERSHED UNIT, THE LISTING WILL ONLY BE 16. ESTABLISH CONCRETE TRUCK AND OTHER CONCRETE EQUIPMENT WASHOUT AREAS BEFORE BEGINNING CONCRETE BE CLEARLY DELINEATED WITH ORANGE CONSTRUCTION FENCING OR CHAIN LINK FENCING IN A MANNER THAT IS H. PAVEMENT WASH WATERS, PROVIDED SPILLS OR LEAKS OF TOXIC OR HAZARDOUS HAVE NOT OCCURRED (UNLESS ALL (..5WORK. (SECTION 2.2.14) CLEARLY VISIBLE TO ANYONE IN THE AREA. NO ACTIVITIES ARE PERMITTED TO OCCUR BEYOND THE CONSTRUCTION SPILL MATERIAL HAS BEEN REMOVED) AND WHERE SOAPS, SOLVENTS, AND DETERGENTS ARE NOT USED. DIRECTING o APPLIED IF THERE IS A HYDROLOGIC CONNECTION BETWEEN THE RECEIVING WATER AND ASSESSMENT WATER BODY �_ CAUSING THE IMPAIRMENT. THE REGISTRANT MUST MAINTAIN ESTABLISHED VEGETATED BUFFERS THAT ARE SIZED AT 17. APPLY TEMPORARY AND/OR PERMANENT SOIL STABILIZATION MEASURES IMMEDIATELY ON ALL DISTURBED AREAS AS BARRIER. PAVEMENT WASH WATERS INTO ANY SURFACE WATER, STORM DRAIN INLET, OR STORMWATER CONVEYANCE IS 50 FEET HORIZONTALLY PLUS AN ADDITIONAL 25 FEET (HORIZONTALLY) PER FIVE DEGREES OF SLOPE, OR PROPOSE GRADING PROGRESSES. TEMPORARY OR PERMANENT STABILIZATIONS MEASURES ARE NOT REQUIRED FOR AREAS 4. CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE PROHIBITED, UNLESS THE CONVEYANCE IS CONNECTED TO A SEDIMENT BASIN, SEDIMENT TRAP, OR SIMILARLY ( ) PADS. ( TO DEQ OR AGENT FOR APPROVAL, AND PROVIDE RATIONALE FOR CHOOSING THE SELECTED BMPS. 2.2.20 AND 2.2.21)THAT ARE INTENDED TO BE LEFT UNVEGETATED, SUCH AS DIRT ACCESS ROADS OR UTILITY POLE SECTIONS DURATION OF THE PROJECT. ADDITIONAL MEASURES INCLUDING, BUT NOT LIMITED TO, STREET SWEEPING, AND EFFECTIVE CONTROL FOR THE POLLUTANTS PRESENT; > CONTROLMEASURES OF EQUAL EFFECTIVENESSVACUUMING, MAY BE REQUIRED TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE I. UNCONTAMINATED AIR CONDITIONING OR COMPRESSOR CONDENSATE; � 18. ESTABLISH MATERIAL AND WASTE STORAGE AREAS, AND OTHER NON-STORMWATER CONTROLS. (SECTION 2.3.7) PROJECT. J. UNCONTAMINATED, NON-TURBID DISCHARGES OF GROUNDWATER OR SPRING WATER; U THE REGISTRANT WILL IMPLEMENT THE FOLLOWING BMP(S) TO CONTROL AND TREAT SEDIMENT AND TURBIDITY: 19. KEEP WASTE CONTAINER LIDS CLOSED WHEN NOT IN USE AND CLOSE LIDS AT THE END OF THE BUSINESS DAY FOR 5. RUN-ON AND RUN-OFF CONTROLS SHALL BE IN PLACE AND FUNCTIONING PRIOR TO BEGINNING SUBSTANTIAL K. FOUNDATION OR FOOTING DRAINS WHERE FLOWS ARE NOT CONTAMINATED WITH PROCESS MATERIALS SUCH AS ' I. ESTABLISHED VEGETATED BUFFERS SIZED AT 50 FEET PERPENDICULAR TO THE SLOPE PLUS AN ADDITIONAL THOSE CONTAINERS THAT ARE ACTIVELY USED THROUGHOUT THE DAY. FOR WASTE CONTAINERS THAT DO NOT HAVE CONSTRUCTION ACTIVITIES. RUN-ON AND RUN-OFF CONTROL MEASURES INCLUDE: SLOPE DRAINS (WITH OUTLET SOLVENTS OR CONTAMINATED GROUNDWATER; AND O 25 FEET PERPENDICULAR TO THE SLOPE PER 5 DEGREES OF SLOPE FULL WIDTH OF THE DISTURBED AREA. LIDS, PROVIDE EITHER (1) COVER (E.G., A TARP, PLASTIC SHEETING, TEMPORARY ROOF) TO PREVENT EXPOSURE OF PROTECTION), CHECK DAMS, SURFACE ROUGHENING, AND BANK STABILIZATION. L. CONSTRUCTION DEWATERING ACTIVITIES (INCLUDING GROUNDWATER DEWATERING AND WELL DRILLING DISCHARGE II. OTHER SUBSTANTIALLY EQUIVALENT SEDIMENT OR TURBIDITY ONLY IF APPROVED BY DEQ OR AGENT. WASTES TO PRECIPITATION, OR (2) A SIMILARLY EFFECTIVE MEANS DESIGNED TO PREVENT THE DISCHARGE OF ASSOCIATED WITH THE REGISTERED CONSTRUCTION ACTIVITY), PROVIDE THAT: i POLLUTANTS (E.G., SECONDARY CONTAINMENT). (SECTION 2.3.7) a) THE WATER IS LAND APPLIED IN A WAY THAT RESULTS IN COMPLETE INFILTRATION WITH NO POTENTIAL TO BMP RATIONALE 20. PREVENT TRACKING OF SEDIMENT ONTO PUBLIC OR PRIVATE ROADS USING BMPS SUCH AS: CONSTRUCTION DISCHARGE TO A SURFACE WATER OF THE STATE, OR THE USE OF A SANITARY OR COMBINED SEWER DISCHARGE 6 ENTRANCE, GRAVELED (OR PAVED) EXITS AND PARKING AREAS, GRAVEL ALL UNPAVED ROADS LOCATED ONSITE, OR IS AUTHORIZED WITH LOCAL SEWER DISTRICT APPROVAL; OR b) BEST MANAGEMENT PRACTICES AND A TREATMENT SYSTEM APPROVED BY DEQ OR AGENT (SEE SECTION NOT APPLICABLE USE AN EXIT TIRE WASH. THESE BMPS MUST BE IN PLACE PRIOR TO LAND- DISTURBING ACTIVITIES. (SECTION 2.2.7) 1.2.9) ARE USED TO ENSURE COMPLIANCE WITH DISCHARGE AND WATER QUALITY REQUIREMENTS IN SECTION 2.4. U 21. WHEN TRUCKING SATURATED SOILS FROM THE SITE, EITHER USE WATER-TIGHT TRUCKS OR DRAIN LOADS ON SITE. o (SECTION 2.2.7.F) 22. CONTROL PROHIBITED DISCHARGES FROM LEAVING THE CONSTRUCTION SITE, I.E., CONCRETE WASH-OUT, v, WASTEWATER FROM CLEANOUT OF STUCCO, PAINT AND CURING COMPOUNDS. (SECTIONS 1.5 AND 2.3.9) O 23. ENSURE THAT STEEP SLOPE AREAS WHERE CONSTRUCTION ACTIVITIES ARE NOT OCCURRING ARE NOT DISTURBED. i (SECTION 2.2.10) ' 24. PREVENT SOIL COMPACTION IN AREAS WHERE POST-CONSTRUCTION INFILTRATION FACILITIES ARE TO BE INSTALLED. U (SECTION 2.2.12) o DATE: 04/11/2024 ,, REVISIONS: DESIGNED BY: CMM DRAWING NO.: , �� PR�jC��,„ JOB NUMBER EROSION AND SEDIMENT DRAWN BY: CMM SCALE: RIVER TERRACE PARK `.pWW CHECKED BY: BAA �iol:1 `S 8�95 PEE / 146-004 o CONTROL PHASE 3 oTOLL BROS, INC. OREGON PREPARED FOR: 8815 122ND AVE NE �l�'9y 8, 253N ,§:• SHEET NOTES PACIFIC COMMUNITY DESIGN KIRKLAND, WA 98033 WASHINGTON COUNTY OREGON 9�FA• ARE��P a ECI 2 EXPIRES: 12-31-25 Z TAX LOT: 100, 200, 400 TAX MAP: 2S108CB 1)( 1—L4 ( Xkl—LI— i 1 , I - —L-1,-VL—L--, j-N=T, -°)S.. X 4) 7)< 1--- X— X----7- ph 4 . -\ J -__. .....p ) \ \ c , i E I \ t I I r1 I / �0� ��-��r-w� 1 \ \ iII I III 11 ►-Gc+• -•-o-•- \1 1 I \ \ 11 I / *.- ��. � 44IP I \ \ \ --- I // // J I/ , .'-4.:: EXISTING SIDEWALK �" I k \ \ \ 1 1 I I t I \ 1 I I 1 1 1 \ 1 I ` \ \ •-•�0•-• �•v•� \ \\ \\ ` \ \ ` I // // / / EXISTING PAVEMENT I \ \ \ \ 1 \ I I \ \ 1 1 I 1 I I I I 1 I 1 r�' 1 .milfii '=`:, ,�.��.� �—\ \ \ \ \\ \\ \ 1 / / _ _ = _ =_ _ I1 1 I I \ \ \ I I 1 1 I 1 I 11 �/ / \ \ \ N I I / / EXISTING GRAVEL \ '• moo. � \ ` \ � r �_��.��_•� •�_.'i \ \\ j \I \ \ \ 1 \ \ \ 1 \ \ 1 \ I (BUILDING 1 �( ` ..✓/, /. . ` �� i \\ \ \\ \\ �� I I/ 1 1 I \ \ \ \ \ \ \ \ \ \ N \ ///////////////////////// EXISTING BUILDING ( \ 1 I I \ \ \ \ \ \ a TO REMAIN \ I N \ \ \ N ( \ / / // 1 TT EXISTING WETLAND `^ r \ \ '- r 1 1 1 I 1 1\ \ \ \ \ 1 \\ \ \ \ \ \ \ \ I •. I I — . .: : ►� \ \\ \\ \ N\ \\ ` \ ` i 1\.. / / / t\ �/ �.� �'I \ I I 1 \ \ \ \ TAX MAP: 2S108CB I 1 I ;` / I 1 1774;/'-r P. \ \ \ N ` \ r11:. / / Y//////////� EXISTING WETLAND BUFFER 1-- ( \ \ \ \ \\ \\ \ \I \ I \ \ TAX LOT: 500 11 \ ' / 1 I \ .. :° .,� �� \ \` \\ N\ ��\ �\ \\ �' / / is/.•••/.•••//.• EXISTING WATERS 1 \ \\ 1 \ I 1 \ 1 I 1 1 \ \ /- �: I \� -. \ \� N 1-.- 1 1 000 000°>0 \ I ` \ \ ----- - EASEMENT LINES t ` ! / �'�` EXISTING\STORM AND SANITARY LATERALS TO REMAIN. CONTRACTOR \ ` \\ \\\ 1 \ \ \\ •• ` \\ \\ \\\ \\ \ ( \\ ( \\ _ _/ )I EXISTING RIGHT-OF-WAY EON ST TO INTERCEPT LATERAL AT PL AND CONNECT TO STORM SYSTEM \ \ \ \�Q\`\ \ \ \�_ _ ` \\ \\ \ \\ \\ I \ __// (1 I % EXISTING CENTERLINE I_ 110 I BUILT WITH PHASE 3. LATERAL WORK ON ADJACENT PROPERTY WILL \ \ \ \ \ \ \ \ i _ I \ \ \ 3t \ EXISTING PROPERTY LINE G- 1 O O BE PERFORMED UNDER SEPARATE BUILDING PERMIT. \ 1 \ 4 \I \ \ ` O \ _ _ ,. / I N \\\ \ \ \ ` \\ (\ y �� / / ( SITE BOUNDARY LINE • `` 1 . \ __ 14 I� \ \ \ \ ` \ \ -� PHASE LINE V`-11 \ ` \ \ } ( -325- - EX 5-FOOT CONTOURS Y N \ / \ \` \\ \ � '\ \ - \ \ -\ \ �� \�-' \ \ — \ \� -� \\\ \\ \\ \\ \ ::..... 1 (1 \\ .l'� • - -350- - EX 25 FOOT CONTOURS • I \ \ _ PHASE BOUNDARY` \ \ \ \ ` \ \ \ \ \ \ \\ \ \ 4/() XSS EX SANITARY SEWER 1\ I \ \ \ \ \ X \ \ `` \ \ \ \ ` \ \ \ \ \ \ \ \ I Y( ` f XSD EX STORM DRAIN SITE BOUNDARY \ \ \ ` \ \ \ \ ` \\ \\\\ \ ` \ \ \ \ i \\ \ \ \\ ` \\ \ \ ` \ \ \ \ / I // / \ - 1 XW 1 \ \ \ \ \ \ \ \ \ \ 1 a EX WATER LINE ovr,I� •..od I I 1 \ \\ ` \ \\ \ \\ ` \\ \\\\\\ \\ \\ \\ \` \\ \\ \\ `�� ` ` \\ \ \� \\ \\ \\ \\ \\ / \\ / / \ \ XG EX GAS LINE v I I 1 \ \ \\ \ \ \ \ \ \ \ ` \ \ \ \ ` \ \\ \ \ \ \ \ \ \ I \ / } XE EX BURIED POWER LINE �� N _ '\ 1 ` 1 \ \ ` \ \ \ ` \ \ \ \ \ \ \ \ \ \ �\ \ ` \ \ �\ \ ` \\ \ \ \\ \ \\ \ _ XOH EX OVERHEAD POWER LINE v r 1 \ \\ \ \ \ \ o\ \ \ \ \ \\ \ \ \ \ \ \ I \ \ I \ _-�'- XCoI� EX CABLE TV LINE TAX MAP: 2S108CB -/ + °• I �� \ \ \ \ ` \ \ \ \ \ \\ \ \\ \ \\ \ ` \ �� \ \ ` \ \ I 1 ` \ \ I \ \ \ - TAX LOT: 100 / // I / XT �, \ \ \ O \ \ \ \ \ \ I \ \ -- �� / �\ I EX TELEPHONE LINE o� IP O . \ \ \ \ ` \ \ \ \ \ \ \\ \ \\ \ \` \ \ \ \ \ I 1 \ \ \ I \ ` r r -. �_�_ - J / / \\ - /7 I \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ ` 1 \ \ \ \ I )1/(1 00 \ \ \ \ L \ \ \ \ \ \ 1 I 1 L I ° \ \ \ \ ` \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 1 \ \ \ \ \ \ I QS EX SANITARY MANHOLE \ 1 .. • .1 I\ \ \ / t�, EX SANITARY CLEANOUT o } 1 } } � �X \ \ \ \ \ \ \ ` \ \ \ \ \ \ \ / \ \ / I \ i \ i -o ^I 1 1 ® EX STORM MANHOLE 1 I \ \ \ \ \ \ '�\ \• \ \ \ \ \ \ \ \ ` \ \ I / / \ / 1 I . 1 �,�r\ /� I \ \ \ \ \ \ \ \\ \ ` \ \ \ \ \ \ 1 I ( \ 1 `1 1 1 I \ < < 1© I� ❑ EX AREA DRAIN 0 . I I I I \ \ \ \ TAX MAP: 2S108CB \ \ \ \ \ \ \ ` \ \ \ 1 ( \ \ \ I \ I ( \ \ I I I X 1 r_—^I ❑ EX CURB INLET /`vv r \v/ 1 I I I I I X TAX LOT: 400 \ \ \ ` \ \ \ I / °� -- I 1 I `-- ��•,��•,��•,'�•,��,��,��,'� \\ \ \ \ \\ \ \ \\ \\ ` \ \ I I \ \\ I I i I I ) I / I I o EX STORM CLEANOUT _ � •: - � � \ \ \ \ \ 1 \ \ I \ I \ / / I I \ 1111111411:41-1 EX FIRE HYDRANT �� .1�,�.1��,�.1��,�.k�r�.11�,i.1141,741P.; \ \ A V A \ V \ \ \ VA I I I•'•'•' '•;•'•'• \ \\ \ ` \ \ \ \ -\ \ \ 1 1 \ 11I ) ) \ / I I I /I I ® EX WATER METER o 1 III �1�,��,�1��_��1�_,�.1��,�.1��,�.1��,�.1��'�'� EXISTING STORM LATERAL \ V \ \ 1 \ ( I I I 1 A l I 1 I I IIII � ��4��4�•�•�•�•� �\ 'rA \ \ \ \ 1 I I / \V I EX WATER VALVE ov © V LI I .�'�1/,'�'�11,'�'�11,'�'�11,'�'i11,'�'�11,'�'�1/�. \ \ TO BE REMOVED \ \ \ ' \ 1 1 I \ / I ( I \\ I L IIII • • • • • • • • \ \ \\� \\ \ \ \I \ \ I 1 I I / I 1W I \ / -- EX BLOW OFF III . 0.�� 11010 10,10, ��l ,1,' v v v v v \ \ \ \ \ \ \I �'•,e•ti•le•ti•,t•,�•,1• \\ \ \ \ \ \ \ \ \ \ \ \ \ \ 1 \ I I I ( — �' a EX AIR RELEASE VALVE °° \ I 1 1 / I , . . .. . .. . .. . ... ... . .. .��-- -AMA H' ' 0 ►� EX GAS VALVE \ lll ��1 r Il r Il r 11 r Il r �l r �l \ \ I / I I I A A.. s t ..••. .1.,•.1 ML I_W vvr O \ \\\ I •,�4 •,�•,�•,�•,�•,�• \O\ \ \\ \ \ \ \ ` \ \ \ I 1 1 ( I \ I \ \ } I 1 I \ 1 / I '/ © EX CABLE RISER \�° / ,► �i�.1�i1�'1��1��1��1�� \ \ \ \ \ \ \ 1 I I I ) I1 I I I I / /\ �° / \\\ �• �• �� • �� \ \ I I ISW ROSLYN LNI TEX TELEPHONE RISER r v 1I111 I �� 4� �4 �� 1,�� v �v �v vv A \ \ V '\ \\ \\ VAVI \ 1 1 111/-► 1 1 II / / 1l 1 I \I I I \ 1 /'xsD- / O / x° p ' ./v ``v IIII4 j j 4110p1��1��1�la•� \\ \ \ \ \ \ \ ` \ \ I \ I \ `� I I \ 1 �/ / i EXISTING FE* EX LIGHT ONCE \ 1 1 1 i� �•/�•/�•/�•/�•/�•�.C��•� \ \ ` \ \ \ \ \ \ \ \ \ 1 I I \ \ I 1 I I 1 I ( \ \ I 1 I 1 } / / '/ \ 90 s°— I ��-- �/��1.�/l�/�/�i .4 \ \ \ \ \ ` \ \ I 1 \ I I / _— I °°°°°°°°°°°° °o°°°°°°°°° o,000 °° °°°°°°°�°°°°°•° °°° ._ . a EX TREES ° • • ` • ` • • • • \ \ \ II \ I I 1 1 r 1 i / •��Yh� TREE PROTECTION FENCING v°r I °c , �l��l��, ��,�4 \ \ \ \ \\ \ \ \ \ \ I \ \ \ \ I I II \ I 1 \ \� \11 I !iJAR-8 ..t •' •' ., ,. \\ \\ \\ \ \\ \� \\\ \ \ 1 1 \ \\ \ \ \ \ \ \ \ \ 1 1 I I II1 \ ``t^ II XX SEDIMENT FENCE 7� O I I I NA��i��l��ta�1 r fi r ei r ei \ ` \ \ \ \ \ \ \ 1 1 I - / / XX DOUBLE SEDIMENT FENCE ° ° J .o•\ © �•��'•��'•.�, •�••��• • \ \\ \ \ \ \\\�\\\ \ l \ \ \ \ \ \ \ \ 11 1 I I ` 1 \ \ �7 _ �i /�----0 o M'� �'�'1�'�'l�'� V1 .�1 1�S l�l lx \ \ \ \\\\ \ \ \ \ \ \ \ \ \ \ \ I 1 I ► \ I \ \ I,, — j — �� /3 111\ �I �� \ \ \ \ \ \ \ \` \ \ \\\ �\ \ \ \ \ \ \ \ \ \ \ I I I \ l �\ \f I14 1 11 _ i ° ' c„ .°_ 1 _ \ \ \ \ \ \ \ \ \ \ \ \ 1I I \ III __I I ___I STAGE DESCRIPTION: Q /oo, vv• \ I j PHASE 3 -• \\ \\ \ \\ \ \ \\ \\\ \\ \\ \ \\ \ \ \ 1\\\ \ \ \\ \ \ \\ 1 1 1 I 1 \` \ qll _--� -- _J� —N / \ I PHASE 2 \ \ \ 1 \ \ 1 \ ,.._ ,_—_`V / v; ——`i \ III I — \ \ \ \ \ \ \ \` \ \ \ \ \ \ \ \ \ \ 1 ` v/�j —_ —— —— —— —— THIS STAGE OF DEVELOPMENT CONSISTS OF o, - ( / \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 1 \ ` 1 \ \ //// - - - —__ . .a. ' PREPARING THE SITE FOR CONSTRUCTION N - // o o \` \\\\\� - - e \ \ 1•*�,•� ` \ _ \ \ \ \ ` \ \ \ \ 1 1 \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ ` \ \ \\ ,—- \j�/`� I ;. ACTIVITY. PROPOSED BMPS PROTECT EXISTING o1 \\ \ \ •.•••O. � \ \ \ \ \ 1 1 1 \ \ \ \ \ \ \ \ /✓ l/ • UTILITIES INFRASTRUCTURE NATURAL N °, vv; \ \ •••�'• •• \ / \ \ \ \ I I 1 1 \ \ \ \ \ \ \ \ \ \ \ l \/'v © I } 1 © \ .•'••••••••p�•j.1 \\ ` j / / \ I I 1 \ \ \ \ \ \ \ \ \` \ \ \ \ ` \ \ \\ \ ` \ � -\,111 / RESOURCES, AND ADJACENT PROPERTIES FROM / or`. \ I 1 I \ ••��•••••�•� \ ` < \ \ 1 I I 1 I 1 \ \ \ \ \ \ \ \ \ I .° EROSION AND SEDIMENTATION LIKELY TO OCCUR o / °v \ II I I H \ \ \ �•�••��••••000 \ \ } 1 \ - '\ 11 1 I \ \ \ \ \ \ \ \ \ \ \ \ \\ \\ \ \ \ \\ \_ ��Ali IhI I 4 I \\ 141 `\ \ \ \ .•••••••••.� ` \ ` \\ \ I 1 \ 1 \ \ \ \ \ \ \ \ ` \ \ \ \ \_ __-- \` I I I1 / DURING EXECUTION OF THE CLEARING AND DEMOLITION PLAN, MASS GRADING PLAN, AND SITE \ \ ......00N. I \ \ \ \ \ \ \ \ ` \ \ TAX MAP: 2S108CB �.� — / IMPROVEMENT PLANS. N I _: I I \ 00 •• \ I \ \ 1 U - / �i i:.:: I I (- --- \ \ •C••••••� I l \ \ \ \ \ \ \ \ \ \ \ \ \ \ ` \ \ \ TAX LOT: 200 \ O Id y I I L ) 1 \ I `� \ \ \ \ \ \ \ \ \ \ \ \ \ \ - III 1- --L14.:' • $0 \ '( \\ \ `•01, ••• •� \ I I I \ \ \ \� \ �'� %% / �f EC & GRADING NOTES 0)U \ \ I I I a1► \ ` \ \ \ \ \ \ \ ` \ \ \ � ��—— \�\ C - / INSTALL PERIMETER SEDIMENT CONTROL. c\Io \ 5� \ O 1 �i��` j `'I --" 1 1 \ \` \ \ \ \ \ d�®— fi��d � n 6® �rl / USE SEDIMENT FENCE PER DETAIL 875, _ \ 1 \'�/ I > /1 \ \ 1 1 1 \ 1 \ \ \ \ \ \ \` \ \ \ \ -__- \ I I \ SHEET EC6.1. xso / \ \ \ \ \ \ \ \ \ \ \ \ ----) ' III _ I �� I o=�� I �A I \ \ \ \ \ 1 \ \ \ ` J a xs xs� O O O I `1 �� \ co FRT 1 . I____ / \ \ / ( \ I \ \ \ \ \ \ \ \ \ \ \ \ \` \ \\ \\ \\� - ` `\ - \ `_---/III © 2 PROPOSED CONSTRUCTION ENTRANCE PER -- _ �V lit\ J , h'RO ( " - 1 ( / I I I I \ \ \ \ \ \ \ \ \ \ \ \ \ •\ \ \` ____- DETAIL 855, SHEET EC6.1. I. LI / \ --- I SW BLACKSTONE LN / r A - 1 i I I 1 I i \ \ \ \ \ \ \ \ \ \ N `L0 OP �� ' __ 3 PROPOSED STAGING/STORAGE AREA. ALL o 41 I' \ O ��j 1 / \ ) I I I I I 1 \ \ \ \ \ N \ ^ \ \ \ \ `� `' '. /- STAGING AND STORAGE AREAS MUST BE o - ' i,o ( / } \ _ N \ `__ I - �/ ROCKED WITH CLEAN ROCK SUFFICIENT TO - �I I ��J r / / ) 1 ( I I 1 \ \ \ \ \ \ ` \ \ \ —— — l I I 1 I / filll PREVENT EROSION. 0 - . /At I0 1 I / / I \ \ — — PHASE 3 _ PHASE 2 �/ 1i I/ �— / / ) I \ \ \ —— / J _ - ® PROPOSED SOIL STOCKPILE LOCATION. f / / I / , ( < / / / \ ` \ \ \ \ \ \ \ \ I - / \ (7) INSTALL SEDIMENT FENCE COMPLETELY I / / �►s�� \ \ \ \ \ ` \ \ \ J �/ j N I AROUND STOCKPILE PER DETAIL 875, SHEET U . . . / . / Q o � \ 4_ \ \ \ \ \ �_ / /� ^ ��^ / EC6.1. c\I / / / / o \ �s° / yam \ \ 0 \ \ \ \ \ _ �- 1 // / / l •. © \ '� \ \ \ \ \ \ \ \ ————_-- i i ^ 1 I A SCALE Q5 EXISTING INLET. PROVIDE EROSION / l / \ / \� �� \ \` \ \ ` \ \ \ \ , \ ,___ ,__ --- , i i --__.......... 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Ai. .. r STAGE DESCRIPTION: 1 SW MAYBELLE LN THIS STAGE OF DEVELOPMENT CONSISTS OF MASTER PLAN PERMANENT AND TEMPORARY MEASURES NECESSARY O BOUNDARY — I TO COLLECT, CONVEY, AND TREAT STORMWATER,P ,� RUNOFF DURING CONSTRUCTION ACTIVITY PRIOR /_ p l! _iiiimmir _:- - TO PAVING AND FINAL STABILIZATION THIS PLAN a _— — __ �. — ASSUMES ALL ROADS HAVE BEEN BASED ROCK AND N /�`Wilil Ejjr `rMASS GRADING ACTIVITIES ARE COMPLETE.m ni 134 e sit 0 W �O— 104 103 102 101 100 99 98 97 EC & GRADING NOTES x I: : O O INSTALL PERIMETER SEDIMENT CONTROL. \ O USE SEDIMENT FENCE PER DETAIL 875, 41 5 PHASE 3 BOUNDARY 1 Lion....____IL____ i SHEET EC6.1. 1 33 _ © 2 PROPOSED CONSTRUCTION ENTRANCE PER O ls. �1 DETAIL 855, SHEET EC6.1. W 136 \ YP' I 03 PROPOSED STAGING/STORAGE AREA. ALL x 111111150 XX r---- 0 Q Q STAGING AND STORAGE AREAS MUST BE . O. 0 410 ROCKED WITH CLEAN ROCK SUFFICIENT TO ,4- .• 132 PREVENT EROSION. 11 M � �l �. .i �p 105 106 107 108 109 -- 1 1 OHL • • • •� • • •r • 137 0 �, o ® PROPOSED SOIL STOCKPILE LOCATION. a�� a�� a�� .j. l�.j. ,, rnrn �. o` I ® Ql ix INSTALL SEDIMENT FENCE COMPLETELY ' • ` • • ` • �'`-r ` • ` • � � AROUND STOCKPILE PER DETAIL 875, SHEET ,, 1I 149 ti IA 1 © EC6.1. .. 10.40.14lad• a •'l rs' .�' irc 1 I IIII I ��i�'�SiSt l ilki� Stet TYP. 138 131 405 O PROTECTION PER DETAIL 91 SHEET EC6.1. , 0/1 x EROSION ° °°°.. . .•.•-•00000 0000000'°000000°. .� teirea a,' ,,' i '/ � �n ..., _ o __ vv°vv°v°vv°v°vv° ,�.r �•r _ o0I e 'er' •_ ,�',�'•'• I o a v v a ' e °.�v S, . �� 1 14114411,148 '1,,�.1,�.1,,4.1 iimureSW ROSLYN LN © INSTALL CONCRETE TRUCK WASHOUT PER DETAIL 900, SHEET EC6.1. BE CAUTIOUS TO �II �� • • • .i TRACT J 111A1A1 , 1 , 1��1��1�1► I o NOT OVERFILL. v��•�•�•��I��,�•,�� aQ XSD O I x � A a t ' ' ' 'I 'I ' ' — -War N■, am 7 INSTALL ROCK OR BIOBAG CHECK DAMS. Zvi_ • -,41,i../,i.,/,e:.,ti..,/, ��—�� SPACE AT MINIMUM 100' INTERVALS. /a,,�./a,,�./a,,�./a,,� 1�,� 1�r�.1�r�.1 I —-—i—< - - - 4��44444444�44�4 .. . .. . .. . . .. ... ... . +d Gd��® • • 1 • � • •`• • • ' • 139 130 SPACING CAN BE DECREASED/INCREASED AS �!�� •, ��:41:::::: I \ VOLUME AND SPEED OF RUNOFF DICTATES. v ,1;/'�/�/ / i fell: REFERENCE CWS DETAIL 845, SHEET EC6.1. © I—==r'ar. far.�a��.�i�� i�.<.li...1i_ ;.1■ I ! Q O ® INSTALL TEMPORARY CONVEYANCE DITCH, ��!�,,� It��j��11�11 WAWA�� TYP MEI 2' DEEP. 1 , 1 , a146 la ,. a .. ..l Q w 110 o �~1� 1�'i�'ji0,!�a�11�a�'i�'i I ® 140 129 111.1.10M111 0 '�►` 11 ROAD TO DUCTILE CONVEY RUNOFF. ROCK � I Z N •O 12 INSTALL INTERIOR SEDIMENT CONTROL. Q O PHASE 2 I 395 USE WATTLES PER DETAIL 880, SHEET II PHASE 3 Q EC6.1. o x •:•� i��jej•�� 141 I1 PIMP' 1.1 13 INSTALL TIRE WASH PER CWS DETAIL 870, �� — SHEET EC6.1 145 �••�•••••••••1 O �. . ��•••.••••�•••�1 co � 1I••••••••.••••• w �� Q 41'1 1 �••••••••••• 142 115 116 117 118 119 w o -14‘16_ - I••••••••� z I•••••j••••••••j� 127 11 N I• •••• •• , PHASE 3 PHASE 2 I•• ••• to 040•Ir 6, -------------- <se,, . i Hi •••, y / / I 11 1 i ! ________ �, .4„ ... . .. . ... ... ... . .. . .. . ... ... ... . .. . . . ... .� .. . .. . .. —� oc.i �� O 143 nn..y.O4'.,�ICCMCCI i�%�GC�',k' i8GC8�� i • . o �'�11 i \ p� 126iiiio 1 U xso xsD �OO� O ill0. c. i — o RTyR ,� Ii! ® 9° S1 BLACKSTONE LN _ _ vi, �' - —_--_— --_-- -- - �� r w 4 ' '/ — --_ S�Ii ��!�!r!�r�YYr�x�r�i_rYy�r��r c c---,3- i, v p ��f11► \� 0 144o 0 i lir * _ / i ,,,,„114 M19I 1....4,,,,m7iimimov. , Ic) 4�� DSO \\ ' 395 I G) N ,`Q 390li a �lel : O \\ TRACT I 124 121 385 o ��l1��`'°• _ / SCALE / 40 0 20 40 o 47,7 ",r, 41111411\ 1 INCH = 40 FEET N / o° © fr / 380T jill / / t;:/ • "ileilliftisteiniesi °_"' i_va .-111.11111.1111111111111PMPIEMINEURRIMMIIMIENLIE11111. , ____ gir, '5 / ,,';) 8 _._. o DATE: 04/11/2024 i N (4,!, er. '3 REVISIONS: DESIGNED BY: CMM DRAWING NO.: Pnl/'F.('n JOB NUMBER 2 EROSION AND SEDIMENT DRAWN BY: CMM SCALE: RIVER TERRACE PARK 957PFE / o CHECKED BY: BAA � 146-004 CONTROLPHASE 3 ,,,� o PREPARED FOR: TOLL BROS, INC. OREGON q) RUNOFF CONTROL PLAN Pill?) KIRK-1- 8815 AN12 , AVE 0N WASHINGTON COUNTY OREGON �� 8• Z��ao SHEET KIRKLAND, WA 98033 9 P a PACIFIC COMMUNITY DESIGN FA. ARE EC3 Z TAX LOT: 100, 200, 400 TAX MAP: 2S108CB EXPIRES: 12-31-25 0 r _. 7 l.')ii STAGE DESCRIPTION: THIS STAGE OF DEVELOPMENT CONSISTS OF LEGEND O12 -170 - EG 5-FT CONTOUR Elevations Table I O © STREET AND UTILITY CONSTRUCTION, AND - -175 - EG 25-FT CONTOUR 152 El155 156 ® 158 � IMPLEMENTING BMPS TO MANAGE COLLECTED STORMWATER WITHIN PERMANENT INFRASTRUCTURE IMPROVEMENTS. 170 FG 5-FT CONTOUR Number Minimum Elevation Maximum Elevation Area Color 175 FG 25-FT CONTOUR CUT -22.37 0.00 452281.05 GRADING LIMITS FILL 0.00 13.74 684735.14 1 ' PHASE LINE o -- �� ------ --o= - /\_ XX SEDIMENT FENCE TRACT K . COY 5, �\ v /; ° \_ „— s_,, XX DOUBLE SEDIMENT FENCE •, e� SW MAYBELLE LN O M o © SD SD SD SD sD STRAW WATTLES Virg "�' ` INLET PROTECTION V / / -- �� - _ _, - - _ --- _ _ _ _\'_ - _ --- ....;_-_-0 ,ram _ -_i --.L.'---- __. __. _ , FLOW DIRECTION 1� \ - ---s1zo\` 'I ® ��` �..../.. GRAVEL CONSTRUCTION 1 ,;i, X 11 380 • \ - ..�- �G ,•�•�•�•�•�•�•�•�• ENTRANCE ' MASTER PLAN BOUNDARY � N• I 1, 0 n , i --1 134 ,1 II -_____ \ 1 Y AI i 1 O= 135 o II 104 103 102 - 101 100 99 97�\ fill 11,r,'11,r,'I,)' EQUIPMENT STAGING AREA "- 111711111151 �c 1 � I I \ \ 425� 1 \ \ II I \ v - , 1 PHASE 3 BOUNDARY I o 0 x �L• 415\ / 1 1 II I 133 .,' EC & GRADING NOTES . t \—� \\ / \ \ =_ - - V ,420 I L o \ O INSTALL PERIMETER SEDIMENT CONTROL. USE / `^ 136 SEDIMENT FENCE PER DETAIL 875, SHEET EC6.1. XX XX150 \ _ 410 �_ y12I 2 PROPOSED CONSTRUCTION ENTRANCE PER DETAIL O. I / 132k- 855, SHEET EC6.1. 10 = s`- J _X 1 105 106 107 108 109 ' ..V�;�;'� �;�; '�� 3�0 1 137 ni \..._-' O PROPOSED STAGING/STORAGE AREA. ALL �° ► 'j'111'�'111'�'111'�'Illl'�'lill,'�'Il�.�.Il�'�'1 _ _ v��---1 ' 4i. STAGING AND STORAGE AREAS MUST BE ROCKED ° �-•/1 r•/l r•/l 149 1, 11 r.11 r.11 1 ��=i� (e;- WITH CLEAN ROCK SUFFICIENT TO PREVENT r./1r./1r./1r./1r.11r./1r./1r./1 1 :,:� -0: EROSION. �• �• �� lip lip�� ' ® I'_: 131 � i4o5 11 �q -�• PROPOSED SOIL STOCKPILE LOCATION. Vt.�t►�L►�/,►�1,►�1,►�1,►�Ir: 1 138 - �_�-� I ° m o��l��i ti��. - • x � INSTALL SEDIMENT FENCE COMPLETELY AROUND 1':,r�':,r�':,r�':,?�';,?�';'T�':,r�': o M °�,° `ter°° c M id �� \_ h I_ \__ STOCKPILE PER DETAIL 875, SHEET EC6.1. A1��1��1 1��1��1�1 3� o �g�� o o 0j'��148 '�,4��0��0 5��/ y� s SW ROSLYN LN e I O EXISTING INLET. PROVIDE EROSION PROTECTION TRACT J IV1�e1��1�'i'1��'i'011P'i'1��'i'��• I I �I 9 ,a © 0 PER DETAIL 915, SHEET EC6.1. �� . � ��,�� SD • SD SD SD I �� mils"_,�_�, ,�_�.�� a • (� �- - s --\ �--� O PROPOSED INLET. PROVIDE EROSION PROTECTION ;� A1�1,�1,�1,�!1,�!I,�li�li� �1 �\ i 1 41p� 'ice PER DETAIL 9151, SHEET EC6.1. 139 130 (� o= /V� �Mlle a 147 1� 14.4'� 4 \\ JI\ Q INSTALL INTERIOR SEDIMENT CONTROL. USE II U WATTLES PER DETAIL 880, SHEET EC6.1. lirlirlir•lirlirlir /ir4 a_�l�ri'l�r�.ll�r�'li1'i`li�ri`�liari'11oL7r II -- I �. � 1 1 1 1 ;405_�� 13INSTALL C6 ALL TIRE WASH PER CWS DETAIL 870, SHEET I I,�r�.lor o 146°�A �i i �r 140 �i 129 114 113 112INN= 110il il PHASE 2 _ 3s5 - — J ;400 _ a - i PHASE 3 �r 0 _ l N II 0 N _ / i 1i�'.210► 141 O •00WjO/ � 128 v .•� •I�•0 1 ® 395 •N $ 11 4•��i.jVI/ • C ® 00. PO...�1I00ISOV 142 115 116 117 118 119 11 w ' P.•j•�•�POO°4�0•j• . 127 v I u_i \______y ' ' • : .----..------____ 0,4 04 IV/.VA%, / I 1 U 0 un Alawrtotil o 1 =AIM • 143 �, ®. I 385 O% sly ►� N. I 1 / _ R H o0: O I 126 SD \ �l!(p , M 0,, SD c M M �„ ' 1(.'� O O 144 M SW BLACKSTONE LN / T ("g) � � Aso lik� `' /— 1\ i \ "wl w �` • - I o0000 A ,ih � 71 " \ -- 4-sa � `'� 395 _ PHASE 3t-. PHASE 2 / 380� c� / \ 395 / i i CD 7 hc / 390 F39° M ' O TRACT I N 385 i ' o 4, . kQ / 125 / 124 123 N 122 111 ® 120 / / SCALE / / 40 0 20 40 **THESE EROSION AND SEDIMENT zN / • ... \ _—_—_�_ CONTROL PLANS ASSUME "DRY I \ .� •.4. / 380 380 F. .' p 1 C 40 FEE WEATHER" CONSTRUCTION. "WET _ I WEATHER" CONSTRUCTION MEASURES \ ''��' 370' / 375� o NEED TO BE APPLIED BETWEEN i '.'' M —�� :�� a� a. - - mom® �w�._ �s _ __ I / . OCTOBER 1ST AND MAY 31 ST i /----N ��6s, -310� DATE: 04/11/2024 . REVISIONS: DESIGNED BY: CMM DRAWING NO.: ,L(ZFD PRQ� JOB NUMBER 0 EROSION AND SEDIMENT DRAWN BY: CMM SCALE: RIVER TERRACE PARK . *s) Ro .p/ _ a CHECKED BY: BAA <w 8 957PE 146 004 CONTROL PHASE 3aa,- PREPARED FOR: TOLL OS, INC NE . . OREGON SHEET SITE IMPROVEMENT 8815 122ND AVENE3 q �� WAS HINGTON COUNTY OREGON �`if, RE,,,�� PLAN PACIFIC COMMUNITY DESIGN EC4 Z TAX LOT: 100, 200, 400 TAX MAP: 2S108CB EXPIRES: 12-31-25 \ I , i i t k I \ 7-'`,4•„•••- 7,—.—.-••• I I > / 7 I > -xx — -v-— . — ��— AA /1 M \ \ I 1 ( 1 i I I _� STAGE DESCRIPTION: LEGEND 1 1 I I I / I I I I \ �/ :,I \ 1 1 \ 1 \ \ I I \\ \ \ ® r' THIS STAGE OF DEVELOPMENT CONSISTS OF — ——170 — — — EG 5-FT CONTOUR \ \ i M I 1 1 1 I ` `� Ig \ \ ESTABLISHING ULTIMATE STABILIZATION — —175 — — EG 25 FT CONTOUR MEASURES OVER THE ENTIRETY OF THE SITE \ \ \ I I 1 I I zp\ \\ \` '' V © AND EMPLOYING BMPS TO MANAGE THE \ \ `" \ / I •` \ I'' 170 FG 5-FT CONTOUR \ \\ I \\ "' �' \ CONSTRUCTION OF HOMES AND BUILDINGS ` \ \ \ \ $ L ` •\ 152 153 �154 155 156 \ 157 158 ! \ TO REDUCE EROSION AND POLLUTION. 175 FG 25-FT CONTOUR \ r \ •:.\ \ \ I 1 1 I \ ti 1 S -' 1 \ I \ \ / I I \ \ •\ \ ye-egg \ \ ,,' \ a \Vi GRADING LIMITS IA \ \ \ \ I I I I I N - ` \ PHASE LINE \ \ \ itee \ millillilit__, \ V \ I I \ V \ I I \ i �1t, vv o cc----- - - - -- - - - ----- --c _ 41‘®� A XX EXTERIOR SEDIMENT FENCE °° dim' °°v°°v°°v. . . .- ' et AM& Mink ANEW `4 vo•vovvvvvvovv•oov voo« .\ \ ` \ �� [ I! •, /�� TRACT K°. i MAIM "� I \ \ \ I \ \ \ \ \ L \ %� �' s= / XX DOUBLE SEDIMENT FENCE lliallil !:lid--- \ \ \ \ \ �- ) ^1 'es / :: M \ f.°I \ \ \ \ \\ \ It \ ''' v \\ SW MAYBELLE LN \ O / OIti QDI • I • \ \ \ \ N SD INTERIOR WATTLE 1 I \ \ 1=, O \ _'`- I ORANGE CONSTRUCTION FENCE S �, N ST 1 \ \ \ \ \ •\\ \ \ \' 1:::� r::: I — —Nififfir I� ! M!EV ____F r � SCOW -7 1 Al� �� \ I i \ \\ \\ \ \ \ \ j'� � 1............-.�� 14�Q�4 - ate _ '- ` o / \ CATCH BASIN �! 7.4. 1m.y.. ....‘111 iii. 38r :dif iv 41 11111 �" \ \ 111.11 INLET PROTECTION 4 ' 7 ti! \ \ \ \ 14; 380\ mahh` \ �\ ill \ ; 1 :O : : NTRANCE •\ \\ lo 1 \ , \\ \ • \\ \ •` I� \ \ \\ \ 98 97 \ t,° OPEN SPACE TRACTS 11 \ \ \ O,► 135 \ 104 103 102 101 I 100 99 \ \ I \ T ,- \ •-\ _ ` `\ k ° I \ 1 \ \ I \/ ‘;' 425 "i \ \ \� \ \ \ I i \ / ' ■ PLANTER STRIP rY1 \ \ \ \ \ II \ O\ \\ \ \ \ �� 41$ I �\ \ 1 i / MULCH \ \ ! \ 15 \ \ \ \ 133 \ � '® \\ 16mmutrii.____I 1 \\ / 1\\ \ \ \ \ \ \ \ ' ` FINAL SEEDING/SOD \ ` • \ \I mil, ��I 11 \ \\ F.--\ I 1 / / 3 � o II\ \ 136 \ \ \ 1 \ I I xx \ - - .':I \ \ \\ \ \ \ 1 / / EC & GRADING NOTES a 150 •. �, \ .I \ \ \ ' 4io I1(-ii / \3 ,'Y ` 044 1 \ �� `, I \ 132 e o I O INSTALL PERIMETER SEDIMENTCONTROL. USE� , ` \ ri�m��.•-ji �' �'' '� \ \ \ \ r I 105 106 I\ 107 108 1\9SEDIMENTFENCEPERDETAIL875, SHEETEC6.1.Q•�•�•�•,11•,11•��• d'3�• I \.137 \ Lic\ M \ o o \� �.� I / / 111 • • • • •1 • • • , v I - ► .� ,o o • / / 4-: O PROPOSED CONSTRUCTION ENTRANCE PER DETAIL x ~/l'/l'/ 149 .�,11'/lt'/lt'/ • of 3�p M M \ •\ _ I 1 N O :�:,: ter:;, x ,, ,, , � _-- .1 \ / i�r1��= 2 855, SHEET EC6.1. irfiEll o ktee efe o1, N ' °-:I a I // / /© ®11�4I �' -.• , / PROPOSED STAGING/STORAGE AREA. ALL� � Al O STAGING AND STORAGE AREAS MUST BE ROCKED Il .��i�� .�1.9(1':� .� .�4 v V 131 \ 405 \l / / Rt,,,ArA,,,,mf.„*.,,verwo.twift., a \ \ 1`8 \ �' -- _ - -- -- - - N R K FFI TENT T PREVENT \ '' \ � iaOasOC •'•'•'•'••'• •• � �•. . . . . . . . ?�4 5�1�44�illi v°°vim•°°°°°°°°°0.1�'o°°'°v°°o.° °v°°'°v°°v°° �e O N • �•��• ��•��• I \ o � °I:��1�: MEW �_ AIM, I® , Ida / WITH CLEAN 1 _1 / EROSION. `� �; A10616148� 1,��1,��1�1 �\ v \ ` O 1,'� �1�,��••��• ��365 � / �� ® I I s I d d SW Rus N LN i I / \ 1,.1�,�.1�,�.11�,�.1�.�.1,�,�.%i,�. ,�.�.�,► a \ � ` 1 -- 4 PROPOSED SOIL STOCKP!E:5c:L OCATION. ��, ��, �� J a I xsD x4 O INSTALL SEDIMENT FENCMPLETELYAROUND 4S ` �4mItl � �,�_� ��'�' �� \ ' I o I 1 �O^ SD SD I SD SD �_• \ ` r ��_\ STOCKPILEPERDETAIL 8SHEET EC6.1.d► :.,.11 ,.11 ..1 .<,11 .<,11 , 11 , / I -. .'.'.-.'.'.'.'.'.'.'. .''.'. .'.'.'. .'.'.'.'. ,4� a i � _- -_�' 17 ' iiii 4, 4 x i ,F�� ; rw' �p�� I:;�., EXISTINGINLET. PROVIOSIONPROTECTION v111��11�.11 A,1 .<,1 ,.1 ,.1 '`" V139 I 130 �\ A I .�pp 9 Milklibillil PERDETAIL915, SHEET 1. �1rr�VP-AV 1rt \ \ 1. o IRE 10 \ w w 1471 1• • • \v :I \ \ I \ i'014•1�19 •11r4•44 ��'�4i 360 _ 11 \ \ I \ \\ 4 \ 41 I \ • 7/ O PROPOSED INLET. PROVIDE EROSION PROTECTION • oliIII PER DETAIL 9151, SHEET EC6.1. �� 1 UN," 405 INSTALL INTERIOR SEDIMENT CONTROL. E Imi44, 0 A I�u�u�u�u�lu�lu�u�u \ \ NSCON 0 . US 1 11 11 11 1 1 \ ` o M � � � 11 � � - � I \\ \ \\ \\ \ \ \ 1 113 112 111 110IWAIM1001.1.111• / / a. WATTLES PER DETAIL 880, SHEET EC6.1. �11 •11'.,11' n' 1�n 1�• 1�• 1 �� r+ I \ 140 \ 114 I x r ��• .�• 146 Ar • • • a :. ..I \\ \ \ \ �,s 129 \ i t1 3 1 ` / 1 /' \\ \ \ \ \� \ \ \ LA I I _ J- U /I// // / 1 13 INSTALL TIRE WASH PER CWS DETAIL 870, SHEET I r_. nor. Imbm I \ \ \ \ I I 1 \ ," -� �- J 1 / / / / 00� EC6.1 tif `411 , Zi) , 0 „ ,p, \ \ \ i -N - / / / 6 la, \ I \ /I AMIEMEAMMEMIPIMIM I Lem......___ -- --- i ___. li Pt. j.s.-1117) \ ,d \ i \ \ I \ l ' • m \ /1/10.20_1, ��•//��Il/• '.'I I \ 1 \ \ \ ` v ,I \ \ \• ——— ———— _- / // 395 , ,. ,, , 1.A, , i ,r, , t coal') ,,, s, 1 \ , . . \ ,,, O 1 , • ...• , \ \ . \ , , "' • O I�� I Lci d . 1 ® /o'.,,,,, ll,��i i 1 \1 \\ \ ` \ \\ \ 115 \ 116 117 \ 118 119 i' // / w \` \\ ii��w��4 : .� I I \ 127 \ \ o �! \ o H \ •\ �\ \ \ I I �� / / /' 0 -r''----------------------- /.41r '1 0149;) 1 . \ \ 1 1 ..---/ ....., t, / ).$:,./.. \ ) \ \ .\ \it aipri44 all AL 6 1 i''10.4'• 0 0I (143 \ 0 1 ‘i-c• M ': '\ • N — ----OIL_ --- 11 1-1:' C%111Mk. WM- ititi'illiiiiiliWisiZiM----- -gf4W;Q;CIWIMCCINCOMMX= oggiNMAMMCMAC CCCOMCCOOMXi=0:Mataeftlithii4thaiii.ngillfr. /'z 38 , �'llit�I/Q_ S : r, �� 0171 1 126 !;..'. D SD LSD ^\ SD •�� / / )sp MI 00 ti �\7 �.. \ T 0 tic,. I 1 1 ' SW-letatv 10.1 - lainv —IFBLACKSTONE LNG„Issimir ——// • / // <it '‘4g (4t , ,, , --vginermagm—nims—a-z-L211.411\lb -- 0 - -_:„_..0.;.cremizeimmom=cceorcoteeitaeteotta _em .3_seAtAmww4twtt.-AvAtw4..___..,w_ PiffiWtiEVtlgni12igililiVrAiliMiNCM4;ggCCMlcAO:Cl:CCOZSMN 10 N N N' I I 140, . -___ o 1\ \ N \ drir N \ pimillikaa ��:)lit, DSO I \\ 111:7e \ \\ \\\1--\395`__�_� i� ' gip. —1 \ G) / I h\ 1 . / \ \ \— 390 U o Arisiii. ;. \ 125 124 \ 123 122 385121 120_ / o i / I +. � � fro A. \ / .. A\ N or N 0 �' ��i �� SCALE h �� 40 0 20 40 o l / I / o \ 380 j \ OO 01375 1 INCH = 40 FEET •5 ' /#.7'7 // .77/ . o Allmil DATE: 04/11/2024 i '3 REVISIONS: DESIGNED BY: CMM DRAWING NO.: ,`�J"' rE('n JOB NUMBER 2 EROSION AND SEDIMENT DRAWN BY: CMM SCALE: RIVER TERRACE PARK 5 �` 8?957PFE / o CHECKED BY: BAA 146-004 CONTROL PHASE 3 �, �, ,,,� VERTICAL CONSTRUCTION EtPREPARED FOR: TOLLBROS, INC. �, oREGON�� 8815 122ND AVE NE '9Y O O SHEET PACIFICCP...000.1€1 NI DESIGN KIRKLAND, WA98033 �/�/gSHINGTON COUNTY OREGON `9�cA ARC-`• � SITE STABILIZATION PLAN EXPIRES: ,2-3,-25 EC5 . 1 Z TAX LOT: 100, 200, 400 TAX MAP: 2S108CB STAGE DESCRIPTION: THIS STAGE OF DEVELOPMENT CONSISTS OF ESTABLISHING ULTIMATE STABILIZATION MEASURES OVER THE ENTIRETY OF THE SITE AND EMPLOYING BMPS TO MANAGE THE CONSTRUCTION OF HOMES AND BUILDINGS TO REDUCE EROSION AND POLLUTION. LEGEND 170 - EG 5-FT CONTOUR 11 I U — —175 — EG 25-FT CONTOUR 1 170 FG 5-FT CONTOUR �" 175 FG 25-FT CONTOUR XX XX XX XX jxx XX XX xX— � � � � � � GRADING LIMITS I XX EXTERIOR SEDIMENT FENCE ■ XX DOUBLE SEDIMENT FENCE I ` INTERIOR WATTLE \ \` ORANGE CONSTRUCTION FENCE II "' CATCH BASIN n `- INLET PROTECTION \\ im. FLOW DIRECTION \ : \ CONSTRUCTION ENTRANCE ® ` OPEN SPACE TRACTS -J PLANTER STRIP 1 ® . MULCH I FINAL SEEDING/SOD 156 • 0 0 EC & GRADING NOTES O PROPOSED CONSTRUCTION ENTRANCE PER DETAIL 855, SHEET EC6.1. k 1 30 PROPOSED STAGING/STORAGE AREA. ALL \ ! ` STAGING AND STORAGE AREAS MUST BE ROCKED WITH CLEAN ROCK SUFFICIENT TO IPREVENT EROSION. STORED MATERIALS I MUST HAVE ADEQUATE POLLUTION CONTROL I MEASURES, SEE ESCP BINDER FOR MATERIAL © ` BMPS. o o o INSTALL INTERIOR SEDIMENT CONTROL. USE . , ® WATTLES PER DETAIL 880, SHEET EC6.1. _vo 00000`�00000 �g�•••••�•••••••••1 1)••••�)•••••�•�•�•1 13 INSTALL TIRE WASH PER CWS DETAIL 870, 'a /////1�///// ��••••••••••••••� 1•••��••••• •• •• • E /////////// �,••••I�•••••••••• )•••.�••••••••••••� SHEET EC6.1 a //////.//// • • �� • • • • • • • • • • • • • w "? ••••••S•••• \ ••••��••••••••••V )••14•••••••••••1 CV •••••••'1•// • • • • • • • • 1 ) • • • • • • • • ////////`/// •••�'•••••••••••�I )••,.•••••••••••••� •////:fa ••Ii�•••••••••••�u )••••••••••••••••• o 1 �� • • • • • • • • • • • • • • • � •••••••••a• hull t •••••••••• ••••••4, 1P.••••••••••••••� - v v v v v a \I a V. V V ' V V V V V V V V V V V V V V V V V V V V V V w D DnD DnD D DnD DnD D \ \ Q am a a `' a a V V \V V V V V V. V V V V. V V V V V V V V V V V V V V V w w V) 0) VERTICAL CONSTRUCTION VERTICAL CONSTRUCTION VERTICAL CONSTRUCTION TEMPLATE 1 - STANDARD LOT TEMPLATE 2 - MEDIUM LOT TEMPLATE 3 - LARGE LOT o SCALE: 1" = 10' SCALE: 1" = 10' SCALE: 1" = 10' 1- w > U w v 0 0 d- Co 4) 6 w U 0 0 N SCALE 10 0 5 10 1 INCH = 10 FEET CU o DATE: 04/11/2024 i N DESIGNED BY: CMM DRAWING NO.: i REVISIONS: PRQ� JOB NUMBER EROSION AND SEDIMENT DRAWN BY: CMM SCALE: RIVER TERRACE PARK 0Fki t`' . � 4%..p 146-004 o. CHECKED BY: BAA 0 957PE CONTROL PHASE 3 VERTICAL CONSTRUCTION �t PREPARED FOR: 881512TOLL OS,ND INC. 4. OREGON v 8815 122ND AVE NE 9y p SHEET 010€1 KIRKLAND, WA 98033 WASHINGTON COUNTY OREGON `9,�F 8. Z �P� a SITE STABILIZATION PLAN PACIFIC COMMUNITY DESIGN A. AREA EC 5 2 EXPIRES: 12-31-25 z TAX LOT: 100, 200, 400 TAX MAP: 2S108CB FOR FURTHER INFORMATION I FOR FURTHER INFORMATION FOR FURTHER INFORMATION ON DESIGN CRITERIA SEE ON DESIGN CRITERIA SEE ON DESIGN CRITERIA SEE CHAPTER 4 OF CLEAN WATER R CHAPTER 4 OF CLEAN WATER ,i '• CHAPTER 4 OF CLEAN WATER SERVICES EROSION PREVENTION SERVICES EROSION PREVENTION / %%�% SERVICES EROSION PREVENTION AND SEDIMENT CONTROL \N-\ // SeF AND SEDIMENT CONTROL i�//i // /O/i°,i AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL. •( PO NOp ENCE TO PLANNING AND DESIGN MANUAL. ��/•• �//��/ /,, , O�S F F ANGLE ASSURE SOIL FILTER I ISC TRAPPEDPLANNING AND DESIGN MANUAL. `� S cRPP v. •o t' . s'44/ t ,fir; . ,.-:. O '• .0 •. • 1 s.•,x r, 1,;-.5.;. .,. , , •,De • :V . F _3:y.s ,:T+;'." _ :t-iS•. %S1. OP i'/i �i�i<' p Lam::' C p • , - 4•.•. fr.i. ��:. � // � ��i •- ..1D. . b..•• �� WOOD STAKE 'G •: '.�'':•""'-0 4,_ PLACE WATTLES ALONG SLOPE CONTOURS. .•i�/r/ • i. /4 / ,.., •P ///413 LRADIUS = 25' MIN. .e'.a • i .a. ' - v. .•p;:4 PROFILE ' • R Apr& �/i4,i/4/ • %/i 4. '% AFT - E � S INTERLOCKED 2"x 2" "!,,%<i,, •:,i�, -' SEE NOTE 5 FOR APPROVED ROCK "AO. ON0O OF Rc' POSTS AND ATTACH PLAN VIEW ,i .�G�I% o, 9 •QR EG yC,BSI �' 0 � SUBGRADE REINFORCEMENT G * fi GEOTEXTILE, AS REQUIRED PR =_ =` '/i� �'�k: COCONUT OR�i' ' % USE STITCHED LOOPS %. r / i��'., 8" MIN. 3• NOTES: STAGGER :•,;a't."�`• ii:::)..,i,li:•.....z.ii7GRASS STRAW, " �i'I i<r i/I •rI ,��r: c `•••is /•�,.• /ijt/r�.�:" DEPTH JOINTS EXCELSIOR WATTLES ? •r,I//i//i//', ,.%.4., OVER 2"x 2" POSTS "•r r FROM TOE SLOPE. 1. SEDIMENT FENCE " HAVE STITCHED LOOPS AROUND 2" x 2" POSTS. ' :,� •o 'r/,'� 2. BURY BOTTOM OF FILTER FABRIC 6" /i,�� %��` GRAVEL CONSTRUCTION VERTICALLY BELOW FINISHED GRADE. ❑ /2�4//�< ,�/j/��'% ENTRANCE CURB RAMP 2'-6" 3. 2"x 2" FIR, PINE OR STEEL FENCE /1;,, .;.,%�,, 4'-0" POSTS. ,•;.f, 4. POSTS TO BE INSTALLED ON UPHILL SECTION PLAN VIEW '0��'��° y/ / PAVEMENT ;o��j :-'il SIDE OF SLOPE. 0 5. COMPACT BOTH SIDES OF FILTER �a 6" FABRIC TRENCH. STAKING SPACING lee ' obi: • �1 �' .{.'"' s:i w`^s:`5,''''-�-'�_,,i, ,�s,�rr_,;;�, 1'-6" 6. PANELS MUST BE PLACED 4' O.C. /ri I�w % ,•I•••, . .. r-.- `' b-- '=� •.- +, FILTER FABRIC ��fl�i•• i /�ii%• t•.;' >`, ,, .>~+,...• . . r s _ ACCORDING TO SPACING ON /�'��<//•• %%%/i i' MATERIAL 36" � FLOW �� / liri, ••//(� / �� N �• .•• ;@ Q WIDE ROLLS. DRAWING N0. 940. // 9 / ` 3 _ FLOW ;,;,•y�,,y,/ ,,,;' / '. PROFILE 6" OVERLAP •y•` MINIMUM 1' NOTES: TYPICAL OVERLAPPING 6" MIN. TO PREVENT SCOUR - - ON UPHILL 1. STAKING SPECIFICATIONS: AROUND CHECK DAMS. NOTES: .;.;. ;.;.;.;.;.;.;.;.;.;.;.;.;.;.;.;.;.;.;.;.;.;.;.;.;.;.;.;.;.;.;.;.;.;.;.;.;.;.;.;.;. .;. ❑ SIDE RI 4• ••4444444•V444444.V.S%❖:• 44444.%%44 4 a. 1"X2" WOODEN STAKES ••: ::: ::p:; ••••: :•:•::::•::• ;:• a b. ADDITIONAL STAKES MAY BE INSTALLED ON 1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR FLOWING •..❖.❖.❖.•.•❖.❖•❖.•.• <t> ;.: :. .:: ;�:::.:;� ;;,�. ...•;;�;. .•: � DOWNHILL SIDE OF WATTLES, ON STEEP SLOPE OR � .. OF SEDIMENT ONTO PUBLIC RIGHT-OF-WAYS. THIS MAY REQUIRE TOP DRESSING, REPAIR AND/OR 2'_6" bS:• .i• •ii i• •I••iii.••,.,•••,,,•,•❖.,,.• • FILTER FABRIC MATERIAL S :' -ei'S%' CLEAN OUT OF ANY MEASURES USED TO TRAP SEDIMENT. ;;;•..•••;•;••. %.: • �.�: ; 36" WIDE ROLLS HIGHLY EROSIVE SOILS. �% :'.ice,. \ ..o vs:.o•'•••:v:❖:•'••••sosos�..... / 2. WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF- WAY. : 4:4::.o....o.:•:.o.•o:�.....•�.... ::• %.;,- ....❖.❖.❖.•,..•.❖.❖.❖.•..❖.❖.•.❖.❖.❖ 0 2. SPACING IN ACCORDANCE WITH DETAIL 940. 4'-0" ';.4,::::„::� :::y..o..•....�4.•...o•.....04:•... / 5��■ = _ _ \ 3. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE i ,.•• 1•❖.❖• :.:M••• :.1.1. • :.1:.�•••:•••••••� THAT DRAINS INTO AN SEDIMENT �3p. �•••�•.•-..;:.;;..•••--�•-�•..:• •.. ❑ 3. REMOVE ALL ROCKS, CLODS, VEGETATION OR HE / I \ \ 4. WHERE RUNOFF CONTAINING RSSEDIMENT ILADEN TWATER RIS LEAVING BASIN. SITE VIA THE CONSTRUCTION 6" ,' `` •�� `�•••�� ``/ •��,� OTHER OBSTRUCTIONS DISOCTHAT CONTACTHEINSTALLED T ENTRANCE, OTHER MEASURES SHALL BE IMPLEMENTED TO DIVERT RUNOFF THROUGH AN APPROVEDWILL FILTERING SYSTEM. 1'-6" 1- PLAN VIEW SOIL. PROFILE 5. DIMENSIONS 4. INSTALL THE WATTLES IN A 2" DEEP TRENCH, NOTES: SINGLE FAMILY - - FOR FURTHER INFORMATION INSURING THAT NO GAPS EXIST BETWEEN THE 20' LONG BY 20' WIDE 8" DEEP OF Y4" MINUS CLEAN ROCK. 6' MAXIMUM SPACING ON DESIGN CRITERIA SEE SOIL AND THE BOTTOM OF THE WATTLE. THE 1. STAKING OF BAGS REQUIRED USING (2) 1"X2" WOOD STAKES OR APPROVED EQUAL PER BAG. COMMERCIAL/SITE DEVELOPMENT CHAPTER 4 OF CLEAN WATER ENDS OF ADJACENT WATTLES SHALL BE 2. SURFACE MUST BE SMOOTH BEFORE APPLICATION. 50' LONG BY 20' WIDE 3-6" CLEAN ROCK, GOVERNING AUTHORITY MAY REQUIRE GEOTEXTILE SERVICES EROSION PREVENTION OVERLAPPED 1 FT- MINIMUM To PREVENT 3. CHECK DAMS CAN BE CONSTRUCTED USING STRAW WATTLES OR OTHER MATERIALS AS FABRIC TO PREVENT SUB-SOIL PUMPING. FRONT VIEW AND SEDIMENTING DECOSIGN SEDIMENT PASSING THROUGH THE HELD JOINT. PLANNING AND DESIGN MANUAL. APPROVED BY THE DISTRICT OR CITY. CHECK DAM CONSTRUCTION ENTRANCE SEDIMENT FENCE WATTLES B I 0 FILTER BAG C1eanWater Services C1eanWater Services CleanWa6er Services DRAWING NO. 845 REVISED 10-31-19 DRAWING NO. 855 REVISED 10 31 19 DRAWING NO. 875 REVISED 10 31 19 DRAWING NO. 880 REVISED 10 31 19 MAY BE USED SHORT TERM - GENERAL EROSION CONTROL NOTES: NOTES: 1. COMPLY WITH ALL APPLICABLE PROVISIONS IN CHAPTER 6 OF THE DESIGN AND CONSTRUCTION STANDARDS(CURRENT):R&O 19-5 AS 12" 12" W/ UTILITY WORK AND W/ SLOPE TO DRAIN BACK TO WASH 1. WASHOUT FACILITIES SHALL BE PHASING OF DEVELOPMENT AMENDED BY R&O 19-22,ADOPTED NOVEMBER 12,2019. �{ I� - -� HOLDINGINTAICAPACITYOOVIDDE ADE MINIMUM �p��is �;w�' 2. ALL PUMPING OF SEDIMENT LADEN WATER SHALL BE DISCHARGED OVER AN UNDISTURBED,PREFERABLY VEGETATED AREA,AND ( ) J EXISTING GRADE / •2.81.1E r H FREEBOARD OF 12 INCHES. 3' BY 3' MIN AT ,•1 .'i „ THROUGH A SEDIMENT CONTROL BMP LIKE A FILTER BAG. q� ., BOTTOM OF 'p�.l�ur ,�: __ 3. ALL EXPOSED SOILS MUST BE COVERED DURING WET WEATHER PERIOD,OCTOBER 1,-MAY 31. WASHOUT TO hi 1 __ rii �k 2. WASHOUT FACILITIES MUST BE CONTAIN -- sa- • .i I 31, 4. HOLD A PRECONSTRUCTION MEETING WITH PROJECT CONSTRUCTION PERSONAL THAT INCLUDES THE INSPECTOR TO DISCUSS CLEANED, OR NEW FACILITIES MUST FLOW ••' 1t ' i%1�1+•-• 1 i11rI1s� lm CONCRETE I�a1�CI;, Iu Iii IIIIii�'I' / EROSION AND SEDIMENT CONTROL MEASURES AND CONSTRUCTION LIMITS. BE CONSTRUCTED AND READY FOR I�-��_��eI��I�e��I1,�-II,j11�=�� -� m•Inuiui� �I! f�'�'1' +I USE ONCE THE WASHOUT IS 75% ®'� �-""'�"'- I1111 9L1�" Pln:nillo uiI r "' �....r.�"-•" PRE-CONSTRUCTION,CLEARING,AND DEMOLITION NOTES: IMPERVIOUS RUN OUT AREA; DIRECTION OF TRAVEL =�Y�� 1111Ir11111 • IZYI ��■ cN N FULL. A 'IIIII III- �•t A r If II I�•L.��.ti �I� 1. SEDIMENT BARRIERS APPROVED FOR USE INCLUDE SEDIMENT FENCE,BERMS CONSTRUCTED OUT OF MULCH,CHIPPINGS,STRAW GRADE TO DRAIN TO WASH au III =III- _ • • n. rvunn -- _: • •Y-•. al I�p11111111 ��Id11,n 11m n�jjR��Apl WATTLES OR OTHER APPROVED MATERIALS. 0 3. IF THE WASHOUT IS NEARING : .;.I*1I�I1 H"""' I :IIIII III ;, ,i!,•�111� � rt�i•g ( ) CAPACITY, VACUUM AND DISPOSE _ •�•�•�•�• •�'•' Ilq 1.111;-1 si FAi?, 2. ALL BASE ESC MEASURES INLET PROTECTION,PERIMETER SEDIMENTCONTROL,GRAVEL CONSTRUCTION ENTRANCES,ETC. MUST BE o_ e_ O�Og��es��41 ` IN PLACE,FUNCTIONAL AND APPROVED IN AN INITIAL INSPECTION PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES. E OF THE WASTE MATERIAL IN AN �I III . , . • ,• •Y a APPROVED MANNER. Mill In 44-N1 III !•_P�'•••••�••••• _��••'°'"• , 3. RUN-ON AND RUN-OFF SHALL BE IN PLACE AND FUNCTIONING PRIOR TO BEGINNING SUBSTANTIAL CONSTRUCTION ACTIVITIES. 1 y .t ` .��-� ".e } gra �• n RUN-ON AND RUN-OFF CONTROL MEASURES INCLUDE:SLOPE DRAINS(WITH OUTLET PROTECTION),CHECK DAMS,SURFACE C`') 4. TEMPORARY CONCRETE WASHOUT V- I?,1?L i. m�•plpp • • • - 1• ROUGHENING,AND BANK STABILIZATION. C`1 FACILITIES SHALL BE LOCATED A 'MI III _ 11-•I I•� MINIMUM OF 50 FT FROM SENSITIVE ' ••�••• •'YY !••' `�� e - GRADING,STREET AND UTILITY EROSION AND SEDIMENT CONSTRUCTION NOTES: 50'(MIN.) 9' 16'(MIN.) 12' IP vi 4 S.V4 - _ : AREA DRAIN AREAS INCLUDING OPEN DRAINAGE -•�•�•'Y? = 1. IF VEGETATED SEED MIXES ARE SPECIFIED,SEEDING MUST TAKE PLACE NO LATER THAN SEPTEMBER 1ST.VEGETATED CORRIDOR cv cv FACILITIES AND WATER SOURSES. 11111 III_ 44�4. AREAS REQUIRE NATIVE SEED MIXES,SEE RESTORATION PLAN FOR APPROPRIATE SEED MIX IN THOSE AREAS. SEED USED FOR II- _.••- _ _ -III 'v'�� eo cryP> TEMPORARY OR PERMANENT SEEDING OUTSIDE VEGETATED CORRIDORS SHALL BE COMPOSED OF ONE OF THE FOLLOWING MIXTURES,UNLESS OTHERWISE AUTHORIZED: 5. CONCRETE WASHOUT FACILITIES IIIII-IIII IIIIII-IIIIII IIII-IIIIIL= I:: VIEW SHALL BE CONSTRUCTED AND CATCH BASIN :::;.. A. DWARF GRASS MIX(MIN.100 LB./AC.) B. STANDARD HEIGHT GRASS MIX(MIN.100LB.AC) U MAINTAINED IN SUFFICIENT i iui i�I��IiI;I 1. DWARF PERENNIAL RYEGRASS(80%BY WEIGHT) 1. ANNUAL RYEGRASS(40%BY WEIGHT) QUANTITY AND SIZE TO CONTAIN FLOW �� Innml O 9' BY 9' MIN TO ninnjjllllluu 2. CREEPING RED FESCUE(20%BY WEIGHT) 2. TURF--TYPE FESCUE(60%BY WEIGHT) ALL LIQUID AND CONCRETE WASTE 111111111111111I911 GENERATED BY WASHOUT CONTAIN CONCRETE RADIUS = 25' MIN. IIIIIIIIlI1lll:iL 2. SLOPE TO RECEIVE TEMPORARY OR PERMANENT SEEDING HAVE THE SURFACE ROUGHENED BY MEANS OF TRACK--WALKING OR THE -.0 OPERATIONS. < _ , i�Io��p�Ii,n��P USE OF OTHER APPROVED IMPLEMENTS.SURFACE ROUGHENING IMPROVES SEED BEDDING AND REDUCES RUN--OFF VELOCITY. w PLAN IIVEV 1 ,P n°' N. I I ui11111n�111Uii"' -- 3. LONG TERM SLOPE STABILIZATION MEASURES SHALL INCLUDE THE ESTABLISHMENT OF PERMANENT VEGETATIVE COVER VIA SEEDING 6. INSTALL CONCRETE WASHOUT SIGN Illllllliii..„11, LCONTRACTORTO PROVIDE w WITHIN 30 FEET OF TEMPORARY DITCH BOTTOM - munot°llllli FLOW WITH APPROVED MIX AND APPLICATION RATE. .••p IIIIIJIII alifllll _DIRECTION OF TRAVEL Y TO MAINTAIN w CONCRETE WASHOUT FACILITY. IIIIIIIIII1IIIIII 4. TEMPORARY SLOPE STABILIZATION MEASURES SHALL INCLUDE:COVERING EXPOSED SOIL WITH PLASTIC SHEETING,STRAW MULCHING, AT ALL TIMES I O 1111111 1 1 11 1 1 111111 4 WOOD CHIPS,OR OTHER APPROVED MEASURES. cn 7. TEMPORARY CONCRETE WASHOUTS 'I..; '1'111111111111111111 III•nIUIIII111!=s:- --'••= 5. STOCKPILED SOIL OR STRIPPINGS SHALL BE PLACED IN A STABLE LOCATION AND CONFIGURATION.DURING"WET WEATHER"PERIODS, MAY BE A PREFABRICATED ,•.0) g STOCKPILES SHALL BE COVERED WITH PLASTIC SHEETING OR STRAW MULCH.SEDIMENT FENCE IS REQUIRED AROUND THE PERIMETER CONTAINER THAT IS PORTABLE AND ' 'I='unmm�lllnnlll; , _ REUSABLE. 4 • IIIIIIIUIIIIIIIIp OF THE STOCKPILE. , imn�nlllllllllill 00 IIIillljllll)III1III 6. EXPOSED CUT OR FILL AREAS SHALL BE STABILIZED THROUGH THE USE OF TEMPORARY SEEDING AND MULCHING,EROSION CONTROL i _ }_ _ O •,. Illllllll'11111/IIIII '� ' '•; EXCAVATED MATERIAL 3"-6" ROCK WITH A mp j�11110pp, BLANKETS OR MATS,MID--SLOPE SEDIMENT FENCES OR WATTLES,OR OTHER APPROPRIATE MEASURES.SLOPES EXCEEDING 25°/"MAY 1% GRADE •`� o D n .• "I'llllll/1111111111, -�i i•s i.'r_'i i i y i, N Z O MAY BE USED FOR MINIMUM 8" DEPTH o_ ° •o�•v:, I!1111II�Ir111011 REQUIRE ADDITIONAL EROSION CONTROL MEASURES. N PERIMETER BERM DITCH INLET PLAN VIEW CNN, 7. AREAS SUBJECT TO WIND EROSION SHALL USE APPROPRIATE DUST CONTROL MEASURES INCLUDING THE APPLICATION OF A FINE 50'(MIN.) ' N N 1' MIN i SPRAY OF WATER,PLASTIC SHEETING,STRAW MULCHING,OR OTHER APPROVED MEASURES. J bags. ` #5 BARS 12" O.C. BOTH WAYS �% SLOPE DITCH INLET LET 6" overlapof 8. CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF CONCRETE QTHE PROJECT.ADDITIONAL MEASURES INCLUDING,BUT NOT LIMITED TO,TIRE WASHES,STREET SWEEPING,AND VACUUMING MAY BE w 1' MIN CRUSH BASE COURSE Q _ - - - - _ ••.!-••••.!•••�.•=,•••.•.! REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. I 11 11 1 11 I-1 1 1 1 I-111 TI 1 Ill 3' III - 1 -I -III 11 I,: ;T 9. USE BMPS SUCH AS CHECK-DAMS,BERMS,AND INLET PROTECTION TO PREVENT RUN--OFF FROM REACHING DISCHARGE POINTS. FILTER FABRIC .D III- -III III-III- - - 1 i- 2' MIN -I - III I1T=�11 -III II I1�1 1I1-1F 1 I= AS REQUIRED U 1 1 = - _-� = =1111 11=111=11 E1 -- I I=1 I�I 1-11=111=11 I=111-111=111=111-11 I- 10.COVER CATCH BASINS,MANHOLES AND OTHER DISCHARGE POINTS WHEN APPLYING SEAL COAT,TACT COAT ETC.TO PREVENT w I I I I-11111 II I I11111 L-111 1111-I I I II I IT 11i i 111-III 11 i t I I I CI I I-I I-III-III.111 "' PRODUCTS FROM ENTERING THE STORM SYSTEM. EROSON AND SEDIMENT CONTROL BMP IMPLEMENTATION: PROFILE O EXISTING GRADE 1. ADDITIONAL MEASURES MUST BE CONSIDERED DEPENDING ON SOIL 1. ALL SEDIMENT BARRIERS TO BE INSTALLED AFTER GRADING SHALL BE INSTALLED IMMEDIATELY FOLLOWING ESTABLISHMENT OF -0 -I.- 3' BY 3' MIN TO TYPES. FINISHED GRADE AS SHOWN ON THESE PLANS. NOTES: _ CONTAIN CONCRETE / 2. BID-FILTER BAGS SHOULD BE STAKED WHERE APPLICABLE FOR FURTHER INFORMATION 2. LONG TERM SLOPE STABILIZATION MEASURES"INCLUDING MATTING"SHALL BE IN PLACE OVER ALL EXPOSED SOILS BY OCTOBER 1. 1. CONTRACTOR TO REMOVE ACCUMULATED SEDIMENT FOR FURTHER INFORMATION CO USING (2) 1"x2" WOODEN STAKES OR APPROVED EQUAL PER BAG. ON DESIGN CRITERIA SEE AS NEEDED TO PREVENT TRACKING FROM TIRE ON DESIGN CRITERIA SEE 3. THE STORM WATER FACILITY SHALL BE CONSTRUCTED AND LANDSCAPED PRIOR TO THE STORM WATER SYSTEM FUNCTIONING AND WASH; SEDIMENT LADEN WATER MAY BE PIPED TO CHAPTER 4 OF CLEAN WATER CHAPTER 4 OF CLEAN WATER SERVICES EROSION PREVENTION SECTION A-A SERVICES EROSION PREVENTION AN APPROVED BMP. v> SITE PAVING. AND SEDIMENT CONTROL 3. WHEN USING 30" BIO-BAGS TO PROTECT A CATCH BASIN YOU PLANNING AND DESIGN MANUAL. _r HAVE 4 BAGS AND THEY SHALL BE OVERLAPPED BY 6". AND SEDIMENT CONTROL 4. INLET PROTECTION SHALL BE IN--PLACE IMMEDIATELY FOLLOWING PAVING ACTIVITIES. 2. USE GEOTEXTILE FABRIC WITH AGGREGATE FOR A w PLANNING AND DESIGN MANUAL. TEMPORARY TIRE WASH. CONCRETE WASHOUT STANDARD EROSION CONTROL " INLET PROTECTION NOTES FOR SITES 1 ACRE AND CV C1eanWate� Services C1canWater Sernces aeanWa�er Serv>ces TIRE WASH-(DRIVE-THROUGH ) C1eanWater Services N DRAWING NO. 900 REVISED 10-31-19 TYPE 4 DRAWING NO. 946 GREATER REVISED 6-30-21 4) DRAWING NO. 915 REVISED 10-3'-19 DRAWING NO. 870 REVISED 10 31 19 _c / • o DATE: 04/11/2024 N �� p '3 REVISIONS: DESIGNED BY: CMM DRAWING NO.: DRAWN BY: CMM SCALE: ,``V"' F('n JOB NUMBER EROSION AND SEDIMENT RIVER TERRACE PARK S .I NFF_."p _ oA) CHECKED BY: BAA 8 957Pe 146 004 CONTROLIFI PHASE 3 ,,,� o EROSION �t SEDIMENT o PREPARED FOR: TOLL BROS, INC. �, oREGOWt• 8815 122ND AVE NE 60 '9Y 8 ZO 4O SHEET / KIRKLAND, WA98033 WASH I NGTON COUNTY OREGON 9�F �" Q CONTROL DETAILS PACIFIC COMMUNITY DESIGN A. AREA EC6 EXPIRES: 12-31-25 z TAX LOT: 100, 200, 400 TAX MAP: 2S108CB