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HomeMy WebLinkAboutEast Butte EAST B U TT Building Dreams, Enhancing Lives David Weekley Homes TL 02700 NW 1 /4 SW 1 /4 SECTION 11 TOWNSHIP 2 SOUTH RANGE 1 WEST , W. M . TIGARD , WASHINGTON COUNTY, OREGON 1 I PROJECT SITE W I SW MURDOCK STREET GROSS ACREAGE : 3.67 AC a R O BENCHMARK: i1iJTii _ SW MURDOCK STREET (COUNTY ROAD 760) _ o Luz pnrIFIC' ('nMMMI NIITV nFc!GN 0 ELEVATIONS ARE BASED OFF OF CITY OF TIGARD I. r N 1--- CONTROL — 12564 SW Main Street Tigard, OR CONTROL STATION GC22-069, BEING A CITY OF TIGARD .� /' SW LADY MARION DRIVE I i — 97223 2-1 /2" BRASS DISK SET IN A CONCRETE CURB. THE E I [T] 503-941-9484 3RD SUBMITTAL: STATION IS LOCATED AT THE NORTHEAST CORNER OF / I I 2ND SUBMITTAL: THE INTERSECTION OF SW MURDOCK STREET AND SW I SWHOODVIEWJDRIVE �/ SWSATTLERSTREET \ 1ST SUBMITTAL: 04/20/2024 106TH AVENUE. THE STATION LIES IN THE CENTER OF THE — I RETURN AT THE NORTHEAST CORNER OF THE — 6 REVISIONS INTERSECTION / VICINITY MAP NO. DATE DESCRIPTION— w IL— SHEET INDEX ELEVATION DATUM: NAVD 88, ELEVATION = 412.02 10o COVER SHEET NAVD 88 TO NGVD 29 = -3.55 I ' 3\ 101 GENERAL NOTES I/I / I ' 102 CONDITIONS OF APPROVAL UTILITIES & SERVICES : 103 EXISTING CONDITIONS AND DEMOLITION PLAN WATER: CITY OF TIGARD LOT // 1 / LOT 104 SITE PLAN STORM: CITY OF TIGARD //if / 12 105 COMPOSITE UTILITY PLAN SEWER: CITY OF TIGARD / POWER: PORTLAND GENERAL ELECTRIC / �� 106 GRADING PLAN GAS: NORTHWEST NATURAL // � 107 GRADING SECTIONS / 108 WALL GRADING DETAILS FIRE: TUALATIN VALLEY FIRE & RESCUE LOT / // POLICE: CITY OF TIGARD PD 2 I 7/' LOT 109 KEYSTONE WALL DETAILS SCHOOL: TIGARD-TUALATIN SD 1 I) I I 11 200 SW BUTTE TERRACE STREET PLAN Et PROFILE PARKS: CITY OF TIGARD I I I I CR1 CR1 - SW BUTTE TERRACE Et SW MURDOCK (NW) \�4) PROP (oh y tit PHONE: FRONTIER I I —� CR2 CR2 - SW BUTTE TERRACE Et SW MURDOCK (NE) v41, 54703 PRO , LOT I . I I CURB RETURN SW BUTTE TERRACE W WASTE DISPOSAL: PRIDE DISPOSAL 3 1 - TRACT A CR3 ( ) �� CABLE: COMCAST I I CR4 CURB RETURN - SW BUTTE TERRACE (E) �G OREGON O jj I D2.01 STREET DETAILS -92/NMAPPLICANT: SURVEYOR: ' I D2.02 STREET DETAILS 2RENEWS: 6/30/2025 LOT I L10T 300 SDLN-1 PLAN &t PROFILE DAVID WEEKLEY HOMES PACIFIC COMMUNITY DESIGN, INC I �^s 301 SDLN-2 Et SDLN-3 PLAN Et PROFILE N 1905 NE 169TH PLACE, #102 12564 SW MAIN ST. /� 302 SDLN-4 PLAN Et PROFILE BEAVERTON, OR 97006 TIGARD, OR 97223 / 7 1 303 MURDOCK CULVERT PLAN Et PROFILE [P] 503-516-5078 [P] 503-941 -9484 I LOT I LOT D3.01 STORM DETAILS EAST ST w CONTACT: MAX BONDAR CONTACT: TRAVIS JANSEN, PLS, PE 5 I �_\ / 9 D3.02 STORM DETAILS (2) HGEOTECHNICAL EN INE ���' iy , D3.03 STORM DETAILS (3) BUTTE OWNER: G ER. v` CE; > \\1 ___ 40,/ D3.04 STORM DETAILS (4) o GEOPACIFIC ENGINEERING INC. � �� DONALD W. THOMAS AND BONNIE L. - - - D3.05 STORM DETAILS (5) 14835 SW 72ND AVENUE SCALE THOMAS, TRUSTEES OF THE DON AND 400 SSLN-A PLAN Et PROFILE PORTLAND, OREGON 97224 60 0 30 60 BONNIE JOINT TRUST LOT LOT LOT ==_ �— D4.01 SANITARY SEWER DETAILS 14940 SW 103RD AVENUE [P] 503-598-8445 6 7 8 1 INCH = 60 FEET CONTACT: STEPHEN MORRIS D4.02 SANITARY SEWER DETAILS (2) 1 TIGARD, OREGON, 97224 COVER 500 WATER PLAN G) LANDSCAPE ARCHITECT: PLANNER: D5.01 WATER DETAILS SHEET SS1 SIGNAGE AND STIPING PLAN LI PACIFIC COMMUNITY DESIGN, INC PACIFIC COMMUNITY DESIGN, INC 12564 SW MAIN ST. L1 .01 TREE CANOPY SITE PAN L1 .02 TREE CANOPY NOTES Et DETAILS O 12564 SW MAIN ST. TIGARD, OR 97223 u TIGARD, OR 97223 [P] 503-941 -9484 L1 .03 TREE CANOPY NOTES Et DETAILS 0 [P] 503-941 -9484CONTACT: MICHELLE HUNDLEY, RLA L2.01 WATER QUALITY FACILITY PLANTING PLAN CONTACT: STACY CONNERY, AICP L2.02 WATER QUALITY FACILITY NOTES Et DETAILS 0 co , L3.01 PLANTING DETAILS z CIVIL ENGINEER: AS-BUILT a) EC1.0 COVER SHEET } PACIFIC COMMUNITY DESIGN, INC These As-Built Drawings have been prepared based upon red-lined planEC2.0 NOTES SHEET _0 12564 SW MAIN ST. information provided by the construction contractor, field survey of EC3.0 EXISTING CONDITIONS AND DEMOLITION PLAN Q manholes, mainlines and service lateral location markers for both sanitary ATTENTION: TIGARD, OR 97223 and storm utilities, construction staking field notes (when applicable) and OREGON LAW REQUIRES YOU TO FOLLOW EC4.0 RUNOFF CONTROL PLAN * i RULES ADOPTED BY THE OREGON PROJECT NO.: 130-009 field changes noted during construction inspections. The location and UTILITY NOTIFICATION CENTER. THOSE �, [P] 503-941 -9484 EC5.0 SITE IMPROVEMENTS PLAN celevation of underground utilities shown herein are approximate only and RULES ARE SET FORTH IN OAR TYPE: AS BUILTS CONTACT: JAKI HUNT, PE must be field verified prior to any connection thereto or excavation in the Oregon. 41 EC6.0 VERTICAL CONSTRUCTION Et SITE STABILIZATION PLAN IV in 952-001-0001 THROUGH 952-001-0100. REVIEWED BY: JMH immediate vicinity thereof. Call before you dig. My YOU MAY OBTAIN COPIES OF THE RULES EC7.0 ESC DETAILS i BY CALLING THE CENTER. EC7.1 ESC DETAILS (2) o \ 8 THE TELEPHONE NUMBER FOR THE o DATE �I��I2y 1 G EU STREET LIGHTING PLAN OREGON UTILITY NOTIFICATION CENTER i APPROVED J\4 4 lyo�e9° IS (503) 232-1987 S0.1 Foundation Plan1 0 0 0 Q S0.2 Foundation Plan z GENERAL STORM AND SANITARY SEWERS CONTINUED CITY OF TIGARD GENERAL CONDITIONS CITY OF TIGARD GENERAL CONDITIONS Building Dreams, Enhancing Lives 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 24. WORK PROVIDED FOR UNDER THE PERMIT SHALL INCLUDE REPAIR OF EXISTING FACILITIES David Weekley Homes TIGARD PUBLIC IMPROVEMENT DESIGN STANDARDS AND OREGON STANDARD SPECIFICATIONS FOR STATE LAW, THE TIGARD MUNICIPAL CODE, AND THE TERMS OF ANY AGREEMENT WITH (ROADS, DITCHES, ETC.) AS MAY BE NECESSARY, IN THE CITY INSPECTOR'S OPINION, TO CONSTRUCTION, 2008. 9. STORM LATERALS WILL BE 4" DIAMETER, WHITE IN COLOR AND HAVE A MINIMUM SLOPE OF THE CITY OF TIGARD REGARDING WORK TO BE DONE PURSUANT TO THIS PERMIT. OVERCOME DETERIORATION OR DAMAGE WHICH OCCURRED IN CONJUNCTION WITH THE 2.00% UNLESS OTHERWISE NOTED ON PLANS. 2. THE CONTRACTOR SHALL DO ALL THE WORK SHOWN ON THE DRAWINGS AND ALL INCIDENTAL WORKWORK AUTHORIZED BY THE PERMIT. CORRECTIVE WORK SHALL BE DONE AT THE PERMIT CONSIDERED NECESSARY TO COMPLETE THE PROJECT IN AN ACCEPTABLE MANNER. 10. ALL STORM LATERAL LOCATIONS SHALL BE STAMPED "D" IN THE CURB. 2. THE CITY'S STANDARD SPECIFICATION FOR TRAFFIC CONTROL IS "MANUAL ON UNIFORM HOLDERS EXPENSE. TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS", U.S. DEPT. OF 3. THE CONTRACTOR AND/OR SUBCONTRACTOR SHALL HAVE A MINIMUM OF ONE (1) SET OF APPROVED 11. SANITARY LATERALS SHALL BE TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF CHAPTER TRANSPORTATION, FHWA, CURRENT EDITION. 25. ONE AS-BUILT DRAWING AND PDF SHOWING ALL NEW PUBLIC IMPROVEMENTS, INCLUDING CONSTRUCTION PLANS ON THE JOB SITE AT ALL TIMES DURING THE CONSTRUCTION PHASES. 8 (TECHNICAL SPECIFICATIONS FOR CONVEYANCE SYSTEMS) OF THE CLEAN WATER SERVICES ANY REVISION MADE TO THE PREVIOUSLY APPROVED CONSTRUCTION PLANS AND, ALSO, "DESIGN AND CONSTRUCTION STANDARDS". 3. TRAFFIC CONTROL SHALL BE PROVIDED FOR BY THE CONTRACTOR IN ACCORDANCE WITH ANY IMPROVEMENT WHICH MAY IMPACT AN EXISTING PUBLIC SYSTEM OR FACILITY, SHALL 4. ALL MATERIAL SUPPLIER(S) SHALL SUBMIT TO THE ENGINEER PROOF OF MATERIAL(S)TESTED IN THE CITY'S STANDARD SPECIFICATIONS AND, ALSO, IN ACCORDANCE WITH A CITY (JOB BE PROVIDED TO THE CITY BY A REGISTERED CIVIL ENGINEER ALONG WITH AN ACCORDANCE WITH THE ABOVE SPECIFICATIONS AND SHALL CERTIFY THAT ALL MATERIAL DELIVERED 12. SANITARY LATERALS WILL BE 4" DIAMETER, GREEN IN COLOR AND HAVE A MINIMUM SLOPE OF SPECIFIC) APPROVED TRAFFIC CONTROL PLAN. A COPY OF THE APPROVED TRAFFIC ENGINEER'S CERTIFICATION OF INSTALLATION COMPLIANCEFORM ATTACHED). IN TO THE JOB SITE MEET OR EXCEED WASHINGTON COUNTY SPECIFICATIONS PRIOR TO DELIVERY OF 2.00% UNLESS OTHERWISE NOTED ON PLANS. CONTROL PLAN SHALL BE AVAILABLE AT THE WORK AREA. COMPLIANCE ( ADDITION, THE APPLICANTS AS BUILT DRAWINGS SHALL BE TIED TO THE GPS NETWORK. MATERIAL TO THE SITE. ANY MATERIAL NOT CERTIFIED BY THE SUPPLIER SHALL BE REMOVED FROM THE JOB SITE AT NO ADDITIONAL COST TO THE OWNER. 13. ALL SANITARY LATERALS SHALL BE STAMPED "S" IN THE CURB. 4. PUBLIC ROADWAY SHALL NOT BE CLOSED TO TRAFFIC, AT ANY TIME, WITHOUT HAVING THE APPLICANTS ENGINEER SHALL PROVIDE THE CITY WITH AN ELECTRONIC FILE WITH 14. THE ENDS OF SANITARY SERVICE LATERALS OR PIPE STUBS SHALL BE MARKED WITH A ONE FIRST OBTAINED WRITTEN APPROVAL FROM THE CITY ENGINEER. THE PERMIT HOLDER IS POINTS FOR EACH STRUCTURE (MANHOLES, CATCH BASINS, WATER VALVES, HYDRANTS 5. A PRE CONSTRUCTION MEETING MUST BE HELD PRIOR TO COMMENCING WORK, WITH YOUR CWS PIECE 2"X4"MARKER EXTENDING A MINIMUM 12"ABOVE THE GROUND WITH THE END PAINTED RESPONSIBLE FOR PROVISION OF TIMELY NOTIFICATION OF TRAFFIC FLOW DISRUPTIONS AND OTHER WATER SYSTEM FEATURES) IN THE DEVELOPMENT, AND THEIR RESPECTIVE X INSPECTOR. (INSPECTION HOT LINE#(503) 681-4444) Et CITY OF TIGARD ENGINEERING Et GREEN. ATTACH MAGNETIC TAPE ALONSIDE THE 2X4 MARKER(SEE DETAIL 290-ST). TO AREA WIDE EMERGENCY SERVICES (TIGARD POLICE DEPT., TUALATIN FIRE 0. RESCUE) AND Y STATE PLANE COORDINATES, REFERENCED TO NAD 83 (91). INCLUDE ACROBAT CONSTRUCTION SERVICES INSPECTOR. (***.PDF) FILE AND ONE 11X17 COPY OF AS-BUILTS. 15. ONLY STANDARD RISERS WILL BE PERMITTED ON ALL STORM AND SANITRAY MANHOLE IN PAVED AND TO TRI MET AND TIGARD SCHOOL DISTRICT AND OTHER SERVICE PROVIDERS. 6. ABANDON WELLS AND DRAIN FIELDS ONSITE MUST COMPLY WITH OREGON DEPT. OF WATER AREAS. 26. A SEWER SYSTEM AIR-TEST AND A VIDEO TEST REPORT AND ONE SET OF BLUELINE RESOURCES' REQUIREMENTS. 5. ADVANCE WARNING OF IMMINENT TRAFFIC DISRUPTION SHALL BE PROVIDED TO THE "AS-BUILTS" (OF EITHER OR BOTH THE STORM AND SANITARY SEWER SYSTEMS) SHALL BE GENERAL MOTORING PUBLIC BY PLACEMENT OF AN ADVANCE NOTIFICATION SIGN AT 7. CONSTRUCTION RELATED TO CWS PERMITTING TO BE IN ACCORDANCE WITH R&O 19-22 (CWS). EACH END OF THE CONSTRUCTION AREA 72 HOURS (MIN.) BEFORE INITIATION OF REQUIRED BY THE CITY FOR REVIEW AND APPROVAL PRIOR TO CONNECTION OF ANY CONSTRUCTION WORK. BUILDINGS TO THE SEWER SYSTEM. 8. NO STORAGE OF EQUIPMENT OR MATERIALS IN RIGHT-OF-WAY, MUST FOLLOW CONSTRUCTION PACIFIC COMMUNITY DESIGN PARKING PLAN PER CONDITIONS OF APPROVAL. 26. THE PERMIT HOLDERS ENGINEER/INSPECTOR SHALL SUBMIT DAILY INSPECTION REPORTS, WATER CONSTRUCTION NOTES 6. ACCESS TO EXISTING PROPERTIES SHALL BE MAINTAINED AT ALL TIMES, INCLUDING ON A WEEKLY BASIS, TO THE CITY'S INSPECTOR. (SEE DEVELOPER ENGINEER 12564 SW Main Street Tigard, OR 9. TRENCHES IN ROADWAY LEFT OVERNIGHT REQUIRE A 2"TEMPORARY HOT MIX SURFACE OR LEVEL STEEL NORMAL DELIVERY SERVICE AND MAIL SERVICE AND IF NOT, SHALL BE CAUSE FOR WORK AGREEMENT NOTE#5. 97223 PLATE. 1. ALL JOINTS TO BE RESTRAINED. STOPPAGE UNTIL EFFECTIVE ACCESS IS ESTABLISHED. ) [T] 503-941-9484 2. OPERATION OF VALVES BY TIGARD WATER PERSONNEL ONLY. 7. TRAFFIC CONTROL DEVICES, FLAG PERSONS, ETC., SHALL BE IN PLACE PRIOR TO 27. THE CITY'S INSPECTOR MAY, AT HIS DISCRETION, REQUIRE PROVISION OF TESTS AND OR 3RD SUBMITTAL: STREETS INITIATION OF CONSTRUCTION WORK AND SHALL BE EFFECTIVELY MAINTAINED. REPORTS FROM THE PERMIT HOLDER, THE PERMIT HOLDERS ENGINEER OR CONTRACTOR 2ND SUBMITTAL: 3. OPERATION OF VALVES IN THE TIGARD WATER SERVICE AREA IS PROHIBITED. TO VALIDATE CLAIMS OF MATERIAL OR CONSTRUCTION ADEQUACY/COMPLIANCE. SUCH 1. ALL TREES, BRUSH AND DEBRIS WITHIN LIMITS OF THE RIGHT-OF-WAY AND ON THE LOTS TO BETESTS/REPORTS SHALL BE PROVIDED AT THE PERMIT HOLDER'S EXPENSE. 1ST SUBMITTAL: 04/20/2024 FILLED SHALL BE REMOVED AND DISPOSED OF BY THE CONTRACTOR. 4. THE CONTRACTOR SHALL MAINTAIN ONE SET OF STAMPED APPROVED PLAN ON THE 8. PURSUANT TO TIGARD MUNICIPAL CODE SECTION 7.40.180, WORK IS PERMITTED CONSTRUCTION SITE AT ALL TIMES. BETWEEN THE HOURS OF 7:00 A.M. TO 7:00 P.M. DAILY UNLESS OTHERWISE AUTHORIZED 28. THE PERMIT HOLDER SHALL PROVIDE A COPY OF A PROPERLY EXECUTED RELEASE AND 2. ALL AREAS OF CONSTRUCTION SHALL BE STRIPPED. STRIPPING SHALL CONSIST OF REMOVING BY THE CITY MANAGER. REVISIONS THE TOPSOIL HUMUS. STRIPPING MATERIALS SHALL BE DISPOSED OF ON THE SITE IN AREAS 5. ALL WORK SHALL BE IN ACCORDANCE WITH AWWA (AMERICAN WATER WORKS ASSOCIATION) WAIVER DOCUMENT TO THE CITY FOR EACH OWNERSHIP DISTURBED BY CONSTRUCTION DESIGNATED BY THE ENGINEER. PER GEOTECH'S RECOMMENDATIONS. STANDARDS. 9. HOURS OF CONSTRUCTION WORK ON COLLECTOR AND ARTERIAL ROADS WILL BE LIMITED ACTIVITY, AS EVIDENCE OF DISTURBANCE RESOLUTION AND OWNER SATISFACTION. NO. DATE DESCRIPTION 6. ALL WORK SHALL BE APPROVED BY THE CITY PROJECT INSPECTOR. TO 9:00 A.M. 3:00 P.M. UNLESS AUTHORIZED BY THE CITY ENGINEER. NO WORK WILL BE 29. EXISTING MONUMENTS, PROPERTY CORNERS, AND SURVEY MARKERS SHALL BE 3. IF SPRINGS OR GROUND WATER IS ENCOUNTERED DURING CONSTRUCTION, THE CONTRACTOR PERMITTED ON COLLECTOR AND ARTERIAL ROADS BETWEEN 3:30 P.M. AND 9:00 A.M. SHALL ADVISE THE SOILS AND CIVIL ENGINEER OF THE CONDITIONS FOUND AND COORDINATE UNLESS AUTHORIZED BY THE CITY ENGINEER. PROTECTED. REPLACEMENT SHALL BE AT THE PERMIT HOLDERS EXPENSE. HIS ACTIVITIES IN A MANNER THAT WILL ALLOW THE ENGINEERS TIME TO REVIEW THE 7. ALL PIPE AND FITTINGS SHALL BE DUCTILE IRON, CEMENT LINED, OF NEW MANUFACTURE AND MADE SITUATION AND PREPARE A PLAN TO PROPERLY DISPOSE OF THE WATER ENCOUNTERED. IN THE USA. PIPE SHALL BE "TYTON"JOINT DUCTILE IRON, CLASS 52. ALL FITTINGS SHALL BE MJ 30. THE ENGINEER SHALL NOTIFY THE WASHINGTON COUNTY SURVEYOR WHEN THE INITIAL /\S-BUILT (MECHANICAL JOINT) UNLESS OTHERWISE SPECIFIED. 10. TEMPORARY TRENCH PATCHING ON ARTERIALS AND COLLECTORS SHALL BE PAVED WITH AT LEAST 2" OF HOT MIX ASPHALT. AND FINAL LIFT OF ASPHALT HAVE BEEN PLACED. 4. MATERIAL IN SOFT SPOTS WITHIN THE ROADWAY SHALL BE REMOVED TO THE DEPTH REQUIRED 8. COVER FOR ALL WATER MAINS IN THE STREET AND RIGHTS-OF-WAY SHALL BE 36". BACKFILL SHALL DATE (,ph'I2`I TO PROVIDE A FIRM FOUNDATION AND SHALL BE REPLACED WITH 1 1/2"-0"CRUSHED ROCK. BE 3/a" 0" GRAVEL. 11. MINIMUM TRAVEL LANE WIDTH SHALL BE TWELVE (121 FEET; PEDESTRIAN TRAVEL SHALL 31. THE PERMIT HOLDER SHALL PROVIDE TO THE CITY INSPECTOR, IN WRITING, THE NAMES APPROVED J� THE ENTIRE SUBGRADE SHALL BE THOROUGHLY COMPACTED PER GEOTECHNICAL ALSO BE PROVIDED FOR. AND 24 HOUR EMERGENCY TELEPHONE NUMBER OF TWO (2) PERSONS WHO HAVE RECOMMENDATIONS. 9. ALL VALVE-OPERATING NUTS SHALL BE WITHIN 36" OF FINISHED GRADE, OTHERWISE VALVE AUTHORITY TO RESOLVE PROBLEMS, TAKE CORRECTIVE ACTION AND, IN GENERAL, WILL 5. CONTRACTOR SHALL NOTIFY THE ENGINEER WHEN SUBGRADE IS COMPLETE AND 24 HOURS OPERATING NUT EXTENSIONS WILL BE REQUIRED. 12. THE CITY RESERVES THE RIGHT TO ADD TO OR MODIFY TRAFFIC CONTROL BE RESPONSIBLE IN CASE OF ANY EMERGENCY. THE PERMIT HOLDER SHALL NOTIFY THE PRIOR TO PLACEMENT OF ROCK BASE MATERIAL AND 24 HOURS PRIOR TO FINAL PAVING FOR 10. POURED CONCRETE THRUST BLOCKS OF AT LEAST EIGHT SQUARE FEET OF BEARING SURFACE ARE REQUIREMENTS AS MAY BE NECESSARY TO EFFECTIVELY CONTROL TRAFFIC AND TO CITY INSPECTOR, IN WRITING, OF ANY/ALL ASSIGNMENT CHANGES. AN INSPECTION OF THE WORK. FAILURE TO DO SO WILL MAKE ANY SUBGRADE FAILURE OR REQUIRED AT EACH TEE, CROSS AND BEND LOCATIONS (SEE DETAILS FOR MINIMUM BEARING AREAS.) ASSURE PUBLIC SAFETY. 32. THE PERMIT HOLDER SHALL CAUSE HIS CONTRACTOR TO PROVIDE TO THE CITY DRAINAGE PROBLEMS THE RESPONSIBILITY OF THE CONTRACTOR. 11. A 4X4X8'-0", PAINTED BLUE, SHALL BE INSTALLED IN FRONT OF EVERY 2"WATER SERVICE LOCATION 13. BEFORE INITIATING ANY CONSTRUCTION ACTIVITY, THE PERMIT HOLDER SHALL BE INSPECTOR, IN WRITING, THE NAME AND 24 HOUR EMERGENCY TELEPHONE NUMBER OF AND REMAIN THERE UNTIL THE WATER METER IS INSTALLED. ALL 2-INCH WATER SERVICES SHALL CONTACTED BY THE CITY'S PRIVATE DEVELOPMENT INSPECTOR, (503/639-4171) TO A DESIGNATED "COMPETENT PERSON" RESPONSIBLE FOR CONSTRUCTION SAFETY AS PER GRADING NOTES CONSIST OF A MJ X 2" IPT TEE AND 2" IPT X 110 COMPRESSION FITTING AS MANUFACTURED BY ESTABLISH A PLACE, TIME, AND DATE FOR A PRECONSTRUCTION MEETING. OR-OSHA, CHAP. 437, DIV. 3 CONSTRUCTION, SUB-DIVISION P - EXCAVATIONS. THE MUELLER COMPANY. CONTRACTOR SHALL NOTIFY THE CITY INSPECTOR OF ANY/ALL ASSIGNMENT CHANGES. 1. THE GRADING PERMIT IS NOT TO BE CONSTRUED AS FINAL APPROVAL OF SITE GRADING, 14. THE PERMIT HOLDER OR HIS CONTRACTOR SHALL NOTIFY THE CITY'S INSPECTOR AT EMBANKMENT OR STRUCTURAL FILL WORK; IT MERELY PROVIDES FOR INITIATION OF WORK 12. FIRE HYDRANT ASSEMBLY CONSISTS OF A MJ X 6" FLG. (FLANGE)TEE, 6" FLG. X MJ GATE VALVE, 6" 503/639-4171 TWENTY-FOUR (24) HOURS PRIOR TO COMMENCING WORK, TWENTY-FOUR 33. IT IS THE SOLE RESPONSIBILITY OF THE PERMIT HOLDER TO PROVIDE FOR PROPER AND IS SUBJECT TO CHANGE PENDING CITY APPROVAL OF THE ENTIRE MJ X MJ HOLDING SPOOL AND A MODERN MUELLER CENTURION FIRE HYDRANT, A-442, 6"MJ, 5 1/4" (24) HOURS PRIOR TO ANY STAGED INSPECTION AND AFTER COMPLETING WORK RIGHT-OF-ENTRY AND/OR EASEMENTS PRIOR TO STARTING WORK. PROOF OF CONSTRUCTION-DEVELOPMENT PLAN SET. MVO, 3 PORT (2-2 1/2" NST HOSE CONNECTION, 1-4 1/2" NST PUMPER,) 1 ''/z" PENTAGON COVERED BY THE PERMIT. RIGHT-OF-ENTRY OR PROPERLY EXECUTED EASEMENTS, SHALL BE PROVIDED TO THE OPERATING NUT OPENING LEFT, COLOR BEING YELLOW OR APPROVED EQUAL: MUELLER CENTURION CITY. THE CITY SHALL IN NO WAY BE CONSTRUED TO BE LIABLE FOR THE PERMIT 2. SPREADING OF MUD OR DEBRIS UPON ANY PUBLIC ROAD IS PROHIBITED. THE CITY MAY ORDER A-423, WATERIOUS PACER 6790, CLOW MEDALLION. 15. A COPY OF THE PERMIT AND ALL ATTACHMENTS, AND A COPY OF THE APPROVED HOLDERS FAILURE TO OBTAIN OR PROVIDE FOR PROOF OF RIGHT-OF-ENTRY OR �(��� PR/1r , 1 )\'I2`I STOPPAGE OF WORK TO EFFECT CORRECTIVE ACTION, AT ANY TIME. CONSTRUCTION PLAN AND ALL AMENDMENTS SHALL BE AVAILABLE AT THE WORK AREA. EASEMENTS. (`(�"� II�HF 13. EACH FIRE HYDRANT SHALL BE INSTALLED UPON A PRE-FORMED CONCRETE BLOCK WITH 1 /z CUBIC \ GIN 3. EFFECTIVE EROSION CONTROL, DUST CONTROL, AND DRAINAGE CONTROL IS REQUIRED AT ALL YARDS OF CRUSHED 2"-3/4" DRAIN ROCK. TARPAPER WILL BE LAID ON TOP OF THE DRAIN ROCK TO ALL WORK SHALL CONFORM TO THE PERMIT TERMS, CONDITIONS AND PROVISIONS AND ct FFA TIMES. THE CITY MAY ORDER STOPPAGE OF WORK TO EFFECT CORRECTIVE ACTION, AT ANY SEPARATE THE ROCK FROM THE EARTH COVER. TO THE CITY APPROVED PERMIT PLANS, AND APPROVED PLAN AMENDMENTS AND TO THE 34. BEFORE PLACEMENT OF ASPHALT, THE PERMIT HOLDER SHALL CLEAN AND COMPLETE A • 54703 CITY'S STANDARDS AND SPECIFICATIONS AND TO THESE GENERAL CONDITIONS. CHANGES PRE-ACCEPTANCE VIDEO INSPECTION OF ALL NEW SEWER LINES. THE PERMIT HOLDER \ TIME. 14. ALL SANITARY SEWER LINES WITHIN 10 FEET LATERALLY OR 3 FEET VERTICALLY OF A WATER MAIN SHALL PROVIDE THE CITY WITH 30 DAYS OF NOTICE FOR THE VIDEO INSPECTION. ANY TO ANY OF THE AFORESAID MUST BE APPROVED BY THE CITY, IN ADVANCE OF WORK 4. EMBANKMENTS OR STRUCTURAL FILLS FOR ROADWAY CONSTRUCTION OR FILLS TO BE SHALL BE INCASED IN A REINFORCED CONCRETE JACKET 6" v THICK FOR A DISTANCE OF 10 FEET ON PERFORMANCE. DEFICIENCIES SHALL BE REPAIRED BEFORE PLACEMENT OF FINAL LIFT. G OREGON O CONSTRUCTED ON BUILDABLE LOTS SHALL BE CONSTRUCTED FROM EXCAVATED MATERIALS BOTH SIDES OF THE CROSSING. WHERE CROSSINGS ARE NECESSARY, THEY MUST BE MADE AT �Y 9 20 N 9 ACCEPTABLE TO THE SOILS ENGINEER AND SHALL BE BROUGHT TO GRADE IN LIFTS NOT TO APPROXIMATELY 90 DEGREES WITH AT LEAST 18"OF SEPARATION BELOW THE WATER LINE. 16. MAINTENANCE OF THE WORK AREA AND APPROACH ROADS IS THE RESPONSIBILITY OF 35. (PRIVATE SYSTEMS) THE DEVELOPER SHALL MAINTAIN THE WATER QUALITY FACILITY /r4/N M. \O EXCEED 8" LOOSE MEASURE. EACH LIFT SHALL BE COMPACTED TO 90 PERCENT OF MAXIMUM THE PERMIT HOLDER. THE WORK AREA AND APPROACH ROADS SHALL BE MAINTAINED IN AND CORRECT ANY DEFECTIVE WORK, AND SHALL PERFORM ALL SCHEDULED E DENSITY AS OBTAINED BY AASTHO T_180 COMPACTION TEST. 15. ALL MAINS WITH A STATIC PRESSURE UP TO 100 PSI (POUNDS PER SQUARE INCH) SHALL BE TESTED MAINTENANCE TO ASSURE PROPER FUNCTIONING OF THE FACILITY. RENEWS: 6/30/2025 -I- AT 150 PSI FOR 1 HOUR WITH A MAXIMUM LOSS OF 5 PSI. WATER MAINS WITH A STATIC PRESSUREco A CLEAN CONDITION, FREE FROM OBSTRUCTIONS AND HAZARDS. A COPY OF THE PERMIT GREATER THAN 100 PSI SHALL BE PRESSURE TESTED AT 1.5 TIMES THE STATIC PRESSURE FOR 1 HOLDERS CERTIFICATE OF INSURANCE SHALL BE AVAILABLE AT THE WORK AREA. c� 5. STRUCTURAL FILLS SHALL COMPLY WITH CHAPTER 70APPENDIX CHAPTER 33 OF THE UNIFORM 36. (PUBLIC SYSTEMS) THE DEVELOPER SHALL CREATE AND PROVIDE TO THE CITY A BUILDING CODE. CONSTRUCTION ON EXISTING SLOPES GREATER THAN 5:1 SHALL BE HOUR WITH A MAXIMUM LOSS OF 5 PSI. 17. THE SPREADING OF MUD OR DEBRIS OR STORAGE OF MATERIALS OR EQUIPMENT OF ANY SCHEDULE FOR PERIODIC (QUARTERLY) MAINTENANCE OF THE WATER QUALITY FACILITY. No ACHIEVED BY BENCHING INTO THE EXISTING BANK A MINIMUM OF TEN FEET. IF THE BENCH 16. UPON SATISFACTORY COMPLETION OF TESTING, THE NEW MAINS AND CONNECTIONS TO EXISTING KIND UPON ANY PUBLIC ROADWAY IS STRICTLY PROHIBITED AND VIOLATION SHALL BE THE DEVELOPER SHALL MAINTAIN SAID FACILITY FOR A PERIOD OF THREE (3) YEARS N EXPOSES SAND SOIL AN UNDERDRAIN MUST BE PROVIDED. THE UNDERDRAIN, IF REQUIRED, MAINS SHALL BE CLEANED AND FLUSHED WITH POTABLE WATER PRIOR TO DISINFECTION. FLUSHING CAUSE FOR IMMEDIATE CANCELLATION OF THE PERMIT. THE CITY MAY AT ANY TIME FROM THE DATE OF CITY CONDITIONAL ACCEPTANCE OF THE PUBLIC IMPROVEMENTS. N WILL BE CONSTRUCTED BY LYING INSTALLING NONWOVEN FILTER FABRIC, EQUIVALENT TO VELOCITIES SHALL BE AT LEAST 2.5 FEET PER SECOND. DISINFECTION SHALL BE IN ACCORDANCE ON OCTOBER 1ST OF EACH YEAR DURING THIS THREE (3) YEARS PERIOD, THE DEVELOPER EXXON GTF 12500, ALONG THE BOTTOM OF THE STARTING BENCH, THEN PLACING A SIX INCH ORDER IMMEDIATE CLEAN-UP AND THE STOPPAGE OF WORK TO ACCOMPLISH CLEAN-UP Q WITH AWWA STANDARD C651-92 THE STATE HEALTH DIVISION AND CITY REQUIREMENTS. THE SHALL REPORT, IN WRITING, MAINTENANCE ACTIVITIES TO THE DIRECTOR OF PUBLIC LAYER OF 1'/z" -- 03/4" DRAIN ROCK, AND FINALLY COVERING THE DRAIN ROCK WITH THE CONTINUOUS FEED METHOD OF DISINFECTION SHALL BE USED. DISINFECTING MIXTURE SHALL BE A NONWOVEN FILTER FABRIC. SUCCESSIVE BENCHES WILL BE CONSTRUCTED WITH VERTICAL 18. EFFECTIVE EROSION CONTROL IS REQUIRED. EROSION CONTROL DEVICES MUST BE WORKS. CITY CREWS SHOULD MONITOR PROPER REMOVAL AND DISPOSAL OF SILT AND v> CHLORINE-WATER SOLUTION HAVING A FREE CHLORINE RESIDUAL OF 40 - 50 MG/L (MILLIGRAMSINSTALLED AND MAINTAINED MEETING THE CLEAN WATER SERVICES AND DEQ DEBRIS. PRIOR TO CITY FINAL ACCEPTANCE OF THE FACILITY, THE DEVELOPER SHALL EAST OFILL BETWEEN TWO TO FIVE FEET AND BE COMPACTED IN LAYERS NOT TO EXCEED 8 INCHES.EACH 8-INCH LAYER SHALL BE COMPACTED TO A MINIMUM OF 90 PERCENT AASHTO T-180 PER LITER.)THE DISINFECTION MIXTURE WILL BE PREPARED BY INJECTING A CALCIUM/SODIUM HYPOCHLORITE AND WATER SOLUTION INTO THE PIPELINE AT A MEASURED RATE WHILE FRESH REQUIREMENTS. THE CITY MAY AT ANY TIME ORDER CORRECTIVE ACTION AND PROVIDE A WRITTEN EVALUATION OF THE OPERATION AND MAINTENANCE NEEDS OF THE Z DENSITY. THE FILL SLOPES SHALL NOT EXCEED 2:1 AT FINISH GRADE. NO ROCK OR SIMILAR STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE EROSION CONTROL. FACILITY AND CORRECT ANY DEFICIENCIES IDENTIFIED IN THE EVALUATION. B U TT E J MATERIAL EXCEEDING A 12-INCH DIAMETER SHALL BE ALLOWED IN THE STRUCTURAL FILL. (POTABLE)WATER IS ALLOWED TO FLOW THROUGH THE PIPELINE SO THAT THE CHLORINE WATER SOLUTION IS OF THE SPECIFIED STRENGTH. TREATED (CHLORINATED)WATER SHALL BE RETAINED IN 19. PROPERTY DISTURBED BY CONSTRUCTION ACTIVITY SHALL BE SEEDED WITH A STANDARD Lu Z 6. THE GEOTECHNICAL ENGINEER FOR STRUCTURAL FILL SHALL BE NOTIFIED 24 HOURS IN THE PIPELINE LONG ENOUGH TO DESTROY ALL NONSPORE-FORMING BACTERIA. TYPICAL RETENTION GRASS MIX; SHRUBS, FLOWERS, BARK DUST, EXISTING SIGNS, PAVEMENT MARKINGS, LCL51 ADVANCE, BY THE CONTRACTOR, OF STARTING BENCHWORK TO DETERMINE THE NEED FOR PERIOD IS 24 HOURS. AT THE END OF THE 24 HOUR PERIOD, THE PIPELINE IS TO HAVE A FREE AN UNDERDRAIN LAYER AND TO VERIFY EXISTING CONDITIONS. CHLORINE RESIDUAL OF AT LEAST 10 MG/L. AFTER SATISFACTORY CHLORINATION, FLUSH THE MAILBOXES, ETC. SHALL BE REESTABLISHED, REINSTALLED OR REPLACED, WITH LIKE o WATER FROM THE LINE UNTIL THE WATER THROUGHOUT THE PIPELINE IS EQUAL CHEMICALLY AND KIND AND MATERIAL. 7. THE CITY SHALL BE PROVIDED WITH A COPY OF THE GEOTECHNICAL ENGINEER'S BACTERIOLOGICALLY TO THE PERMANENT SOURCE OF SUPPLY. 20. EFFECTIVE DRAINAGE CONTROL IS REQUIRED. DRAINAGE SHALL BE CONTROLLED WITHIN Lu REPORT/RECOMMENDATION CHANGES. = DISPOSE OF THE DISINFECTION WATER IN AN APPROVED MANNER. DO NOT ALLOW DISINFECTION THE WORK SITE AND SHALL BE SO ROUTED THAT ADJACENT PRIVATE PROPERTY, PUBLIC v" 8. IF SPRINGS OR GROUND WATER ARE ENCOUNTERED DURING CONSTRUCTION, THE WATER TO FLOW INTO A WATERWAY WITHOUT ADEQUATE DILUTION OR OTHER SATISFACTORY PROPERTY AND THE RECEIVING SYSTEM IS NOT ADVERSELY IMPACTED. THE CITY MAY AT CONTRACTOR SHALL NOTIFY THE SOILS AND CIVIL ENGINEERS OF THE CONDITIONS FOUND METHODS OF REDUCING CHLORINE RESIDUALS TO A SAFE LEVEL AS MANDATED BY DEQ. AFTER ANY TIME ORDER CORRECTIVE ACTION AND STOPPAGE OF WORK TO ACCOMPLISH GENERAL 3 AND COORDINATE HIS ACTIVITIES IN A MANNER THAT WILL ALLOW THE ENGINEERS TIME TO DISPOSAL AND FLUSHING OF THE DISINFECTION SOLUTION, THERE WILL BE ANOTHER 24 HOUR EFFECTIVE DRAINAGE CONTROL. N REVIEW THE SITUATION AND PREPARE A PLAN TO PROPERLY MITIGATE THE WATER PERIOD PRIOR TO BACTERIOLOGICAL TESTING. BACTERIOLOGICAL TESTS WILL BE TAKEN BY A OENCOUNTERED. TRAINED TIGARD WATER WORKER. 21. OREGON LAW REQUIRES FOLLOWING THE RULES ADOPTED BY THE OREGON UTILITY NOTES Z 9. THE CONTRACTOR SHALL HAVE THE SOILS ENGINEER TAKE COMPACTION TESTS. A MINIMUM 17. PROVIDE AN ECLIPSE NO. 88 SAMPLING STATION MANUFACTURED BY KUPFERTE FOUNDRY, ST. NOTIFICATION CENTER. SAID RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH J OF THREE TESTS WILL BE REQUIRED FOR EACH 2 FEET OF FILL. LOUIS, MO 63102. THE SAMPLING STATION SHALL BE 2"-0" BURY, WITH A 3/a" FIPT (FEMALE IRON OAR 952-001-0080. COPIES OF SAID RULES MAY BE OBTAINED FROM THE CENTER BY r PIPE THREAD) INLET, AND A 3/4" UNTHREADED HOSE NOZZLE. ALL SAMPLING STATIONS SHALL BE CALLING 503-246-1987. IF YOU HAVE ANY QUESTION ABOUT THE RULES, CONTACT THE Z 10. EXCAVATOR MUST COMPLY WITH ORS 757.541 THROUGH 757.571 (UTILITY PRE-NOTIFICATION, ENCLOSED INA LOCKABLE, NON-REMOVABLE, ALUMINUM-CAST HOUSING. WHEN OPENED, THE CENTER. NOTE: DAMAGE TO UTILITIES SHALL BE CORRECTED AT THE PERMIT HOLDERS o ETC.). SAMPLING STATION SHALL REQUIRE NO KEY FOR OPERATION AND THE WATER WILL FLOW IN AN EXPENSE. N ALL-BRASS WATERWAY. ALL WORKING PARTS WILL BE OF BRASS AND BE REMOVABLE FROM ABOVE o GROUND WITH NO DIGGING. A COPPER VENT TUBE (STANDARD)WILL ENABLE THE SAMPLING 22. CONTRACTOR MUST VERIFY ALL EXISTING UTILITIES FOR BOTH VERTICAL ELEVATION AND STORM AND SANITARY SEWERS STATION TO BE PUMPED FREE OF STANDING WATER TO PREVENT FREEZING AND TO MINIMIZE HORIZONTAL LOCATION PRIOR TO START OF WORK (POTHOLE BEFORE DIGGING IF BACTERIA GROWTH. THE EXTERIOR PIPING WILL BE BRASS AND A'/4" BALL VALVE SHALL BE NECESSARY). SHOULD CONFLICTS ARISE AND REDESIGN OR RELOCATION OF FACILITIES O 1. ALL STORM DRAIN CONNECTIONS ARE TO BE FACTORY TEES UNLESS OTHERWISE NOTED. PROVIDED IN PLACE OF THE Y4" PET COCK ON THE VENT PIPE. BE NECESSARY, IT SHALL BE DONE AT THE PERMIT HOLDERS EXPENSE. CHANGES MUST o BE APPROVED BY THE CITY IN ADVANCE OF WORK PERFORMANCE. CONTRACTOR SHALL co 2. ALL RAIN DRAINS OR FOOTING DRAINS SHALL BE PIPED OR CONNECTED TO A DRAINAGE 18. WATER METERS WILL BE INSTALLED BY TPW UPON INDIVIDUAL REQUEST AND PAYMENT BY OTHERS COORDINATE THE WORK WITH AFFECTED UTILITY AGENCIES. SYSTEM, DRAINAGE BLOCKOUTS SHALL BE PLACED IN CURBING FOR THOSE LOTS ONLY (OWNERS.)ALL WATER METERS CONNECTED TO AN IRRIGATION SYSTEM MUST HAVE THE PROPER INDICATED ON THE PLANS. BLOCKOUTS ARE TO BE LOCATED 5' FROM PROPERTY LINES. OREGON STATE APPROVED BACKFLOW PREVENTION DEVICE, MINIMUM OF A DCVA (DOUBLE CHECK 23. A TEMPORARY HARD SURFACE PATCH (COLD MIX A.C. OR HOT MIX BASE PAVING) SHALL o VALVE ASSEMBLY) INSTALLED ON THE PROPERTY SIDE OF THE WATER METER. IN ADDITION, EVERY BE PLACED ON TRENCHES WITHIN ROADWAYS AT THE END OF EACH DAYS WORK. NO _c 3. ALL STORM SEWER PIPE SHALL BE INSTALLED WITH WATERTIGHT JOINTS IN EASEMENT AREAS. METER FOR COMMERCIAL, MULTI-FAMILY, INDUSTRIAL AND INSTITUTIONAL SERVICE, REGARDLESS OF SIZE, SHALL HAVE THE PROPER OREGON STATE APPROVED BACKFLOW PREVENTION DEVICE TRENCH, ON SITE OR OFF-SITE, SHALL BE LEFT AT ANY TIME IN AN UN-SAFE CONDITION. 4. STORM SEWER PIPE, UNLESS OTHERWISE NOTED ON PLANS, SHALL BE PVC PER ASTM D-3034 MINIMUM OF A DCVA INSTALLED ON THE PROPERTY SIDE OF THE METER. THE BACKFLOW THE PERMIT HOLDER IS RESPONSIBLE FOR AND IS LIABLE FOR HAZARDS OR DAMAGE _o (SDR 35). PREVENTION DEVICE SHALL BE INSTALLED AND TESTED BY THE OWNER, WITH THE RESULTS RESULTING FROM THE PROSECUTION OF THE WORK. ,a 5. BACKFILL MUST BE COMPACTED TO A DENSITY OF 95% PER ASSHTO T-99 IN PAVED OR FORWARDED TO THE TPW WATER DIVISION BEFORE WATER SERVICE CAN BEGIN. o STRUCTURAL FULL AREAS. MINIMUM COMPACTION IN UNPAVED OR NON-STRUCTUAL FILL PROJECT NO.: 130-009 AREAS IS 90%. 0) c TYPE: AS-BUILTS 3 6. STORM DRAIN LINES SHALL BE WHITE IN COLOR AND TESTED ACCORDING TO THE 2 REQUIREMENTS OF CLEAN WATER SERVCES. TESTING SHALL BE PERFORMED AFTER REVIEWED BY: JMH O CONSTRUCTION IS COMPLETED INCLUDING BACKFILLING AND COMPACTION OF BASE ROCK. a THE DEFLECTION TEST AS DESCRIBED IN THE AMERICAN PUBLIC WORKS ASSOCIATION MANUAL o - OREGON CHAPTER IS REQUIRED. ALL SOTRM SEWER LINES MUST BE THOROUGHLY CLEANED o PRIOR TO DOING ANY TESTING OR VIDEO TAPING. 0 co 7. THE ENDS OF STORM DRAIN SERVICE LATERAL OR PIPE STUBS SHALL BE MARKED WITH A ONE .P7 PIECE 2"X4"MARKER EXTENDING A MINIMUM 12"ABOVE THE GROUND WITH THE END PAINTED Q IN WHITE. ATTACH MAGNETIC TAPE ALONSIDE THE 2X4 MARKER (SEE DETAIL 290-ST). 2 Building Dreams, Enhancing Lives CONDITIONS OF APPROVAL David Weekley Homes die THE FOLLOWING CONDITIONS MUST BE SATISFIED PRIOR TO BUILDING PERMIT SUBMTTAL: SW BUTTE TERRACE (LOCAL RESIDENTIAL STREET, FULL-STREET IMPROVEMENTS, "SECTION B" ON CIRCULATION PLAN SHEET 11): 1. PRIOR TO BUILDING PERMIT SUBMITTAL, THE APPLICANT MUST SUBMIT AN APPLICATION FOR APPROVAL OF STREET NAMES OR • 50' MINIMUM RIGHT-OF-WAY DEDICATION (TOTAL) 0 24' MINIMUM PAVED WIDTH ADDRESSES AND MUST PAY THE ADDRESSING FEE. THE ADDRESS FEE MUST BE ASSESSED IN ACCORDANCE WITH THE CURRENT MASTER PAVEMENT SECTION MUST MEET CURRENT PUBLIC IMPROVEMENT DESIGN STANDARDS AND DETAILS AT TIME OF APPLICATION FOR PFI FEE SCHEDULE. CONTACT OSCAR CONTRERAS WITH ENGINEERING DIVISION AT 503-718-2678 OR OSCARC@TIGARDOR.GOV . PERMIT. • (2) 0.5' CURB • (2) 6' PLANTER STRIP THE FOLLOWING CONDITIONS MUST BE SATISFIED PRIOR TO COMMENCING ANY SITE WORK: • (2) 6' SIDEWALK, CURB-TIGHT • (2) 0.5 FEET PUBLIC ACCESS BEHIND SIDEWALK THE APPLICANT MUST PREPARE A COVER LETTER AND SUBMIT IT, ALONG WITH ANY SUPPORTING DOCUMENTS AND/OR PLANS THAT • STREET TREES ADDRESS THE FOLLOWING REQUIREMENTS TO THE PLANNING DIVISION, ATTN: AGNES LINDOR (503)718-2429 OR AGNESL@TIGARD-OR.GOV . • STREET LIGHTING THE COVER LETTER SHOULD CLEARLY IDENTIFY WHERE IN THE SUBMITTAL THE REQUIRED INFORMATION IS FOUND: • 8' PUBLIC UTILITY EASEMENT ACROSS ROAD FRONTAGE, OUTSIDE OF RIGHT-OF-WAY 2. PRIOR TO COMMENCING ANY SITE WORK, THE PROJECT ARBORIST MUST PERFORM A SITE INSPECTION FOR TREE PROTECTION 9. PRIOR TO COMMENCING ANY SITE WORK, THE APPLICANT MUST SUBMIT THE EXACT LEGAL NAME, ADDRESS AND TELEPHONE NUMBER MEASURES, DOCUMENT COMPLIANCE/NON-COMPLIANCE WITH THE URBAN FORESTRY PLAN, AND SEND WRITTEN VERIFICATION WITH A OF THE INDIVIDUAL OR CORPORATE ENTITY WHO WILL BE DESIGNATED AS THE "PERMITTEE", AND WHO WILL PROVIDE THE FINANCIAL P...00€11) SIGNATURE OF APPROVAL DIRECTLY TO THE PROJECT PLANNER WITHIN ONE WEEK OF THE SITE INSPECTION. ASSURANCE FOR THE PUBLIC IMPROVEMENTS. SPECIFY IF THE ENTITY IS A CORPORATION, LIMITED PARTNERSHIP, LLC, ETC. AND pA(i Ir rnnAnA! IPIITv nrcIGN THE STATE WITHIN WHICH THE ENTITY IS INCORPORATED AND PROVIDE THE NAME OF THE CORPORATE CONTACT PERSON. FAILURE 3. PRIOR TO COMMENCING ANY SITE WORK, THE APPLICANT MUST PROVIDE A FEE TO COVER THE CITY'S COST OF COLLECTING AND TO PROVIDE ACCURATE INFORMATION WILL DELAY PROCESSING OF PROJECT DOCUMENTS. 12564 SW Main Street Tigard, OR PROCESSING THE INVENTORY DATA FOR THE ENTIRE URBAN FORESTRY PLAN (URBAN FORESTRY MANUAL, SECTION 11 , PART 3). THIS 97223 [T] 503-941-9484 THE APPLICANT MUST PROVIDE A CONSTRUCTION VEHICLE ACCESS AND PARKING PLAN FOR FEE AMOUNT WILL BE FOR PRESERVED AND NEWLY PLANTED TREES. 10. PRIOR TO COMMENCING ANY SITE WORK, 3RD SUBMITTAL: APPROVAL BY THE CITY ENGINEER. THE PURPOSE OF THIS PLAN IS FOR PARKING AND TRAFFIC CONTROL DURING THE PUBLIC 2ND SUBMITTAL: 4. THE PROJECT ARBORIST MUST PERFORM SEMIMONTHLY (TWICE MONTHLY) SITE INSPECTIONS FOR TREE PROTECTION MEASURES IMPROVEMENT CONSTRUCTION PHASE. ALL CONSTRUCTION VEHICLE PARKING MUST BE PROVIDED ONSITE. NO CONSTRUCTION 1ST SUBMITTAL: 04/20/2024 DURING PERIODS OF ACTIVE SITE DEVELOPMENT AND CONSTRUCTION, DOCUMENT COMPLIANCE/NON-COMPLIANCE WITH THE URBAN VEHICLES OR EQUIPMENT WILL BE PERMITTED TO PARK ON THE ADJOINING RESIDENTIAL PUBLIC STREETS. CONSTRUCTION VEHICLES FORESTRY PLAN, AND SEND WRITTEN VERIFICATION WITH A SIGNATURE OF APPROVAL DIRECTLY TO THE PROJECT PLANNER WITHIN INCLUDE THE VEHICLES OF ANY CONTRACTOR OR SUBCONTRACTOR INVOLVED IN THE CONSTRUCTION OF SITE IMPROVEMENTS OR REVISIONS ONE WEEK OF THE SITE INSPECTION. BUILDINGS PROPOSED BY THIS APPLICATION AND MUST INCLUDE THE VEHICLES OF ALL SUPPLIERS AND EMPLOYEES ASSOCIATED WITH THE PROJECT. NO. DATE DESCRIPTION THE APPLICANT MUST PREPARE A COVER LETTER AND SUBMIT IT, ALONG WITH ANY SUPPORTING DOCUMENTS AND/OR PLANS THAT ADDRESS THE FOLLOWING REQUIREMENTS TO THE ENGINEERING DIVISION, ATTN: JOE WISNIEWSKI, CITY ENGINEER AT (503) 718-2433 11. PRIOR TO COMMENCING SITE IMPROVEMENTS, THE APPLICANT MUST PROVIDE A PHOTOMETRIC ANALYSIS FOR THE REVIEW AND OR JOEW@TIGARD-OR.GOV . THE COVER LETTER SHOULD CLEARLY IDENTIFY WHERE IN THE SUBMITTAL THE REQUIRED INFORMATION IS APPROVAL. THE APPLICANT MUST SUBMIT PLANS SHOWING THE LOCATION OF STREETLIGHTS AND THE TYPE AND COLOR OF POLE AND AS-BUILT FOUND: LIGHT FIXTURE FOR REVIEW AND APPROVAL. PHOTOMETRIC ANALYSIS WILL FOLLOW THE RECOMMENDED VALUES AND REQUIREMENTS DESCRIBED IN ANSI/IESNA. ALL PUBLIC STREETLIGHTS MUST BE PGE OPTION B. DATE (Oh ky 5. IMPROVEMENTS ASSOCIATED WITH PUBLIC INFRASTRUCTURE MUST BE DESIGNED IN ACCORDANCE WITH THE FOLLOWING CODES AND APPROVED J\4 STANDARDS: 12. PRIOR TO COMMENCING ANY SITE WORK, THE APPLICANT MUST SUBMIT SITE PLANS AND A FINAL STORM DRAINAGE REPORT AS PART OF THE PFI PERMIT INDICATING HOW RUN-OFF GENERATED BY THE DEVELOPMENT WILL BE COLLECTED, CONVEYED, TREATED, AND • CITY OF TIGARD PUBLIC IMPROVEMENT DESIGN STANDARDS DETAINED FOR REVIEW AND APPROVAL. THE STORM DRAINAGE REPORT MUST BE PREPARED AND INCLUDE A MAINTENANCE PLAN IN • CLEAN WATER SERVICES (CWS) DESIGN AND CONSTRUCTION STANDARDS ACCORDANCE WITH CWS DESIGN AND CONSTRUCTION STANDARDS AND THE CITY OF TIGARD STANDARDS. • TIGARD COMMUNITY DEVELOPMENT CODES, MUNICIPAL CODES • TUALATIN VALLEY FIRE AND RESCUE (TVF>=tR) FIRE CODES 13. PRIOR TO COMMENCING ANY SITE WORK, THE APPLICANT MUST OBTAIN A CWS STORMWATER CONNECTION AUTHORIZATION PRIOR TO • OTHER APPLICABLE COUNTY, STATE, AND FEDERAL CODES AND STANDARD GUIDELINES ISSUANCE OF THE CITY OF TIGARD PFI PERMIT. PLANS MUST BE SUBMITTED TO THE CITY OF TIGARD FOR REVIEW. THE CITY WILL FORWARD PLANS TO CWS AFTER PRELIMINARY REVIEW. 6. IMPROVEMENTS ASSOCIATED WITH PUBLIC INFRASTRUCTURE ARE SUBJECT TO THE CITY ENGINEER'S REVIEW, MODIFICATION, AND APPROVAL PRIOR TO THE APPLICANT RECEIVING A PUBLIC FACILITY IMPROVEMENT (PFI) PERMIT AND COMMENCING ANY SITE WORK. 14. PRIOR TO COMMENCING ANY SITE WORK, THE APPLICANT MUST SUBMIT SITE PLANS AS PART OF THE PFI PERMIT SHOWING THE PROPOSED SANITARY SEWER SYSTEM AND ASSOCIATED FACILITIES TO BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE 7. PRIOR TO COMMENCING ANY SITE WORK, THE APPLICANT MUST SUBMIT A PUBLIC FACILITY IMPROVEMENT (PFI) PERMIT TO COVER ALL CITY OF TIGARD AND CWS DESIGN AND CONSTRUCTION STANDARDS. IMPROVEMENTS ASSOCIATED WITH PUBLIC INFRASTRUCTURE. FOUR (4) SETS OF DETAILED PUBLIC IMPROVEMENT PLANS MUST BE PROFF tL HH2L SUBMITTED FOR REVIEW TO THE ENGINEERING DEPARTMENT. AN ENGINEERING COST ESTIMATE OF IMPROVEMENTS ASSOCIATED WITH 15. PRIOR TO COMMENCING ANY SITE WORK, THE APPLICANT MUST SUBMIT SITE PLANS AS PART OF THE PFI PERMIT SHOWING ALL \�?XI NE PUBLIC INFRASTRUCTURE (INCLUDING BUT NOT LIMITED TO: STREETS, GRADING, PUBLIC UTILITIES, STORMWATER FACILITIES, PROPOSED AND/OR EXTENSIONS OF PUBLIC WATER LINES, HYDRANTS, AND WATER SERVICES TO BE DESIGNED IN ACCORDANCE WITH 54703 STREETLIGHTS, AND FRANCHISE UTILITIES) IS REQUIRED AT THE TIME OF PFI PERMIT SUBMITTAL. WHEN THE WATER SYSTEM IS UNDER THE CITY OF TIGARD STANDARDS FOR REVIEW AND APPROVAL. THE CITY OF TIGARD JURISDICTION, AN ENGINEERING COST ESTIMATE OF WATER IMPROVEMENTS MUST BE LISTED AS A SEPARATE LINEOREGON ITEM FROM THE TOTAL ENGINEERING COST ESTIMATE. NOTE: THESE PLANS ARE IN ADDITION TO ANY DRAWINGS REQUIRED BY THE 16. PRIOR TO COMMENCING ANY SITE WORK, THE APPLICANT MUST PROVIDE WRITTEN APPROVAL FROM TVF&tR FOR FIRE FLOW, HYDRANT G<y BUILDING DIVISION AND SHOULD ONLY INCLUDE SHEETS RELEVANT TO IMPROVEMENT ASSOCIATED WITH PUBLIC INFRASTRUCTURE. PFI PLACEMENT, AND EMERGENCY VEHICULAR ACCESS AND TURN AROUND. �ir4IN M.N`�- PERMIT PLANS MUST CONFORM TO CITY OF TIGARD PUBLIC IMPROVEMENT DESIGN STANDARDS, WHICH ARE AVAILABLE AT CITY HALL RENEWS: 6/30/2025 AND THE CITY'S WEB PAGE ( WWW.TIGARD-OR.GOV ). 17. PRIOR TO COMMENCING ANY SITE WORK, THE APPLICANT MUST SUBMIT ALL PUBLIC UTILITY EASEMENTS, JOINT ACCESS EASEMENTS, PUBLIC ACCESS EASEMENTS AND MAINTENANCE AGREEMENTS FOR REVIEW AND APPROVAL. 8. PRIOR TO COMMENCING SITE IMPROVEMENTS, THE APPLICANT MUST SUBMIT PLANS SHOWING THE FOLLOWING REQUIRED STREET a IMPROVEMENTS TO ENGINEERING FOR CITY REVIEW AND APPROVAL: 18. PRIOR TO COMMENCING ANY SITE WORK, THE APPLICANT MUST SUBMIT AN EROSION CONTROL PLAN AS PART OF THE PFI PERMIT. THE PLAN MUST CONFORM TO THE "CWS EROSION PREVENTION AND SEDIMENT CONTROL DESIGN AND PLANNING MANUAL" (CURRENT SW MURDOCK STREET (NEIGHBORHOOD ROUTE, HALF-STREET IMPROVEMENTS): EDITION). N • 27' MINIMUM RIGHT-OF-WAY DEDICATION FROM CENTERLINE EAST • 16' MINIMUM PAVED WIDTH 19. PRIOR TO COMMENCING ANY SITE WORK, THE APPLICANT MUST SUBMIT A FINAL GRADING PLAN SHOWING THE EXISTING AND PAVEMENT SECTION MUST MEET CURRENT PUBLIC IMPROVEMENT DESIGN STANDARDS AND DETAILS AT TIME OF APPLICATION FOR PROPOSED CONTOURS. THE PLAN MUST DETAIL THE PROVISIONS FOR SURFACE DRAINAGE OF ALL LOTS AND SHOW THAT THEY WILL BUTTE PFI PERMIT. BE GRADED TO ENSURE THAT SURFACE DRAINAGE IS DIRECTED TO THE STREET OR A PUBLIC STORM DRAINAGE SYSTEM APPROVED BY • 5.5' PLANTER STRIP (WITH CURB) THE ENGINEERING DIVISION. THE DESIGN ENGINEER MUST INDICATE, ON THE GRADING PLAN, WHICH LOTS WILL HAVE NATURAL O • 5' SIDEWALK SLOPES BETWEEN 10 PERCENT AND 20 PERCENT, AS WELL AS LOTS THAT WILL HAVE NATURAL SLOPES IN EXCESS OF 20 PERCENT. U • 0.5' PUBLIC ACCESS STRIP THIS INFORMATION WILL BE NECESSARY IN DETERMINING IF SPECIAL GRADING INSPECTIONS AND/OR PERMITS WILL BE NECESSARY. • STREET TREES LU LU • 8' PUBLIC UTILITY EASEMENT ACROSS ROAD FRONTAGE, OUTSIDE OF RIGHT-OF-WAY 20. PRIOR TO COMMENCING ANY SITE WORK, THE APPLICANT MUST PROVIDE A PERFORMANCE BOND FOR ALL PUBLIC IMPROVEMENTS AND V) • CURB RETURNS, SIDEWALKS AND ADA RAMPS REQUIRED TO BE CONSTRUCTED AT THE INTERSECTION OF SW MURDOCK PRIVATE STORMWATER TREATMENT FACILITIES ASSOCIATED WITH THE DEVELOPMENT. STREET WITH SW BUTTE TERRACE 21 . PRIOR TO COMMENCING ANY SITE WORK, THE APPLICANT MUST SUBMIT A PRELIMINARY SIGHT DISTANCE CERTIFICATION FOR REVIEW CONDITIONS LU SW BUTTE TERRACE (LOCAL RESIDENTIAL STREET, FULL-STREET IMPROVEMENTS, "SECTION A" ON CIRCULATION PLAN SHEET 11): AND APPROVAL. OF APPROVAL O • 50' MINIMUM RIGHT-OF-WAY DEDICATION (TOTAL) LU • 5' PUBLIC PEDESTRIAN ACCESS EASEMENT 0 32' MINIMUM PAVED WIDTH w PAVEMENT SECTION MUST MEET CURRENT PUBLIC IMPROVEMENT DESIGN STANDARDS AND DETAILS AT TIME OF APPLICATION FOR O PFI PERMIT. G • (2) 0.5' CURB • (2) 5' PLANTER STRIP • (2) 5' SIDEWALK G • (2) 0.5 FEET PUBLIC ACCESS BEHIND SIDEWALK • STREET TREES • STREET LIGHTING ALONG SW BUTTE TERRACE, AND INCLUDING THE INTERSECTION WITH SW MURDOCK STREET. • 8' PUBLIC UTILITY EASEMENT ACROSS ROAD FRONTAGE, OUTSIDE OF RIGHT-OF-WAY i • CUL-DE-SAC BULB MINIMUM REQUIREMENTS FOR SW BUTTE TERRACE TERMINUS IN ACCORDANCE WITH CDC 18.910.30.E. 5 FOR MINIMUM RIGHTS-OF-WAY AND STREET WIDTHS LQ i PROJECT NO.: 130-009 TYPE: AS-BUILTS 0 REVIEWED BY: JMH a rn 0 0 co 1 0 2 II_ — — Building Dreams, Enhancing Lives /' N\ David Weekley Homes /- - \ / \ / -\ \ 54 \ / \ I - /it *6---- _ _ • ( � /"" X Z( X \X cL-- - )( / x oT�o�0 ��� /-372— � ` — - / �� v A� - _ J\ — \ _ - - , - \\ \ EXISTING 5.00' STORM °\ •/ • r \ ( \ - - \ SEWER, STORM DRAINAGE, i i '� \ I EE 369---• 69\ AND UTILITY EASEMENT EXISTING SHED OWNED � _ / //'. �; EXISTING TR BY ADJACENT OWNER, I /°I TO BE REMOVED \\ EXISTING CHAIN / / / I/ / % \ - - - LINK FENCE, TO TO BE REMOVED OR - - - / / \ \\ 368 - REMAIN RELOCATED >o / / I / EXISTING CHAIN \ - — /' I xi ► LINK FENCE, TO �>> LEGEND \ \ /o ` \ �\ \36j\ \ _ 369 _ — _ice/ ��/ / I REMAIN \ / `� \ \ \ 366\ \\ /'' /' /' I \ \� I EASEMENT LINES / %h \ \ - _ _ -/�' EXISTING STORM N• \ EXISTING RIGHT-OF-WAY / \o \ \\ `365 ,__- -- OUTFALL, TO REMAIN 'I \ x - EXISTING CENTERLINE / \ i/ / EXISTING PROPERTY LINE Frill?) \ \ \ 6 EXISTING BOUNDARY LINE [)ACIFI �' ITV IlFC� \ _ — - - 1 f)0(aSiol '� �\ .364, \ - - 67 — --�/ I'• �T / \ �. C' ohAkAi1�I C7N \ i \\ — EXISTING — —3 / 1 — 1 \ \ \ Arkii11 .7400"-s-„........ �' \ �\\ \ BUILDING, TO v� /II // /i / � l ik,k \ I \ t \ - 3 \ - / / \ h\ EXISTING SIDEWALK 12564 SW Main Street Tigard, OR 446 \ 63 BE REMOVED -- 36 -- _- - _ _ _ / // / -,/�e (' j \ `' \ 4.- , - 97223 �,� �� -- . _ 6 / / I 441 11iI�/ - 322- T 503-941-9484 _°.- --362. - EXISTING, / / ( Li cn EX 2 FOOT CONTOURS L `� � EXISTING TREE, PAVEMENT, TO . \ -365• EXISTING' v' //� /�/ �� I I d I ii�� l 3� 320' EX 10 FOOT CONTOURS 3RD SUBMITTAL: 2ND SUBMITTAL: \ `0 BE REMOVED / BE REMOVED NN CULVERT AND // /I I /! - S N- EX SANITARY SEWER J _ _ /\\ �\ / \ \ \ // \- --- -_ - _ HEADWALLS TO i //� / / ��� / ( \ � �' 1ST SUBMITTAL: 04/20/2024 / / I I ��� Q EX STORM DRAIN I / I 11i'■i�.•� -364 _ --- BE REMOVED /j / ./J O = I I x ce EX WATER LINE\ ( — � ' / ' I \ ( x \ i JCA xG EX GAS LINEREVISIONS _` \ \ - _- /, ' / /1,' � I EXISTING CONCRETE /1 \ XE EX BURIED POWER LINE NO. DATE DESCRIPTION \ \ / \ \ / //0 I o� / RETAINING WALL �, vxoH — EX OVERHEAD POWER LINEX358 / - i /j 1/� A I ° / WITH CHAIN LINK . p\\ ri � I FENCE, TO REMAIN wI �� xCOM — EX CABLE TV LINE , �� .�� .1 •.�► /� / J `\"' / oEXISTING TREES - 1\- 1�•1_•1�•�� �� - -�_.•� �s1,,-�te,t'r %�� 1 I I I/ N\ REMOVED �I I �� XS EX TELEPHONE LINE — TO BE REMOVED \ )� '� o� �� iI,��I►�— —-361-— _ / ���� I ' iM \ / sTO BE REM ,� OEX SANITARY MANHOLEASBUILT w „1' 11' 11' �1' �, >>rr1 i / � �1• �•� I II Y EXISTING FENCE, \ ''�*�J + • • • �� �- -.� '�� �601T\ I Q!%I�O / �I '-1 -1:1) 3 v 0 EX SANITARY CLEANOUT (Oh > 2y \ \ \ ,�,'� '� '� / - - /� i .� 1 �/ `�j�j ' O QD EX STORM MANHOLE DATE TO REMAIN lc �\ \ -, N u ► _ / • • .�,; _ . - Wi -- APPROVED�` • •, •- - - - _360-- / / n�!_ - -7' ® EX AREA DRAIN V A S. �� EXISTING GRAVEL iii //l/l/ ��1�� �� I I ��- � �{���� �. •' \\ \ \\ \\ �� DRIVEWAY, TO _ ,L ;,/♦ 0 I �� 1,.1 �;►� I - \ -�\'I/ 3j `L ' ❑o EX CURB INLET / irs • s _ �� x I \ \ \ \\ BE REMOVED // 9 ^ / /i1- NiI I �a11i ilik 1 '36 , ,���i\` I 1-. - - \ \ ————359 - ��� ��; I N 0 EX STORM CLEANOUT \ 356 �'�— — — _ ////l / \ \ �� ` kip` 6� 36)\ \�68 369 ' I � . I Y EX FIRE HYDRANT \ \ — -358- _ - o \ t 1: 1.� � ��,��_ - jy 3�p` ® EX WATER METER \ \ `3SS - - - / / - I 4�% \ i \\\ I i `t �:` �s, - a ,� ` �` '�: ('�\.'.I}oi� it cf i,, h ® EX WATER VALVE _ I - \ \\ \ EXISTING FUTURE _ - -- _ I I 11�,.`i.�,1 1.1.1.1 1,` 1.1awletwee ��Ii� r y�( � : ^ ` 1� OKc�t� lEXLOW OFF2,1 Will MM61••� � r 369_� 0 EX AIR RELEASE VALVE \ 354. // , I N\ \ IG s \ I iii / r'N \ \ STREET RIGHT-OF-WAY / �j • //(► / \ I I `; ��i \ -N �� . . \ \ TO BE REMOVED WITH // // fi '',��/1r�� .\r XX X .� ` - I G EX GAS RISER / �\ \ \\ -.3,5-3,, PLATTING ' / // // %///// j I ( / .;!�� �P�'�.�\n —�: "' �!I t368. I O I / -a, \ I v v v v v / //// / \ \�►��;/ ^ SEE DETAIL, - - EX LIGHT POLE v. b / / # / /\a EXISTING DITCH / ��►. .'�,/ �'� , .4, It v 351 -r- / / / I I TO BE FILLED ( ;f.,,\ THIS SHEET L__-4__ x- --J O !0` It \ / I 5131Ir I' ' EXISTING FENCE, I �, 5-36j., c, • EX TREES TO REMAIN I \ EXISTING 10.00' / / / /// I i \ /E 11 ► . / �uo I ���• S7v STORM DRAINAGE / / I // / I ) I \ ,-; �� � TO REMAIN / - _ : /i // I I / I I \ `514. �1af �'/ I �D PRC' Iola\i" o �.v%Iri 7 o \ \\ EASEMENT, TO BE /- 4 /� / \ •I / I ,o I .� f I EXISTING CHAIN F,�'(�„,;;„, 3So ,\ \ VACATED / • / / / iiii / I , I '1 LINK FENCE, TO I '3664 - ���G I NFF "/ - ` 4 '•�I' jN / / •/ /� / / ( REMAIN I EX TREES TO BE REMOVED 54703 — _ 1 I 'I — — /// NocNi \ egg'��!r77 J \ \ - - /0/ , I : ' \ // > /� / ��j�/ I /� I �° M EXISTING FENCE ' \ A / \ \ / v �,/ / I I n JI c- OREGON' ` - 348 \\\ ,I / i MIEXISTING TREES, xx1 xPGE 9�3 EXISTING 5.00' STORM SEWER 1 TO BE REMOVED EXISTING ELECTRIC VAULT y\ 4j \ \ EXISTING CULVERT, A. i'/ / ; <� M M / I - 1 I DRAINAGE DIRECTION 4IN M.7- \ // / I \ \ x \ I �/– 46 - EASEMENT TO BE VACATED � , _ / / J// , \ \ \ \ -_/ i* O TREE PROTECTION FENCING RENEWS: 6/30/2025 = - r�� .�A ,XX - - ( - 1441.14fioNe X�x[)>� u� u \XX \. c xGRADING LIMITS X _ - �' \ X X / i/ 1 / n xx SEDIMENT FENCE O I / J __- - , — — — l/ / / �l J r w / O \ / - - / / / \ �`� / \ / .� EXISTING UNDERGROUND UTILITIES ORANGE CONSTRUCTION FENCE . _ - � - _ / / I \ _ i y Z - EXISTING FENCE, ./ TO REMAIN. UTILITIES TO BE PROTECTED Q TO REMAIN 7 \ N / x / : ' DURING CONSTRUCTION. ����� 0� ' WATTLES z \ \ s - / / �i •• •• •• •• •• GRAVEL CONSTRUCTION EAST O \N // ` X n ����000 ENTRANCE Imo ' BUTTE Z _:_=;= BIO-BAG PROTECTION '10111i1„,, .. . U I �- ,. �/ \ r, •> XW XW ----- (I) EX TREES TO REMAIN Z EXISTING CONDITIONS AND DEMOLITION PLAN \� ►1 I up HORIZ SCALE: 1” = 30' I T< Q Q I o ,,i ., � . �x IOx ,x w FENCE SHALL IDEALLY BE i I� c00 EXISTING 369 - - __ _ CONDITIONS LOCATED AT THE OUTER i _ _ / 0 PERIMETER OF THE CRITICAL - x x - 3 , ROOT ZONE. SEE TREE / o cni DRIP LINE PROTECTION PLAN THIS - _ / x i-\ AND o TREE PROTECTION SPECIFICATIONS SHEET \1*g iI.. / x X EXISTING MAILBOXES p 1. TREE PROTECTION ZONE. THE TREE PROTECTION ZONE (TPZ) SHALL BE ESTABLISHED AT XX - - (j< . TOBERELOCATED/REMOVED D E M O LIT I O N THE DRIPLINE OF PROTECTED TREES AS A MINIMUM. PROTECTION FENCING SHALL BE -INSTALLED PRIOR TO CONSTRUCTION ACTIVITY AND REMAIN IN PLACE AND IN GOOD 8' ' 11111 \ PLAN xREPAIR UNTIL WORK IS COMPLETED IN THIS AREA. n n TYP nn . x 36R2. PROTECTION FENCING. TREE PROTECTION FENCING SHALL CONSIST OF 5-FOOT TALL -OX. * - - x 0x RISER TO BE RELOCATED 0o STEEL OR ALUMINUM POSTS PLACED NO FURTHER THAN 8-FEET ON CENTER AND SHALL BE I, MORGAN HOLEN, ATTEST THAT THIS TREE PRESERVATION GUY ANCHOR oINSTALLED AT THE EDGE OF THE TPZ. I AND REMOVAL SITE PLAN MEETS THE REQUIREMENTS IN UFM CRITICAL ROOT ZONE 6' CHAIN LINK FENCING. TO BE RELOCATED , 3. PRECONSTRUCTION CONFERENCE. THE PROJECT ARBORIST SHALL BE ON SITE TO DISCUSS 2” MESH CHAIN LINK Z METHODS OF TREE REMOVAL AND TREE PROTECTION PRIOR TO ANY CONSTRUCTION. SECTION 10, PART 1 . TO BE PROTECTED SECURED TO 1-1/2" DIA a) 4. TREE PROTECTION ZONE MAINTENANCE. THE PROTECTION FENCING SHALL NOT BE STEEL OR ALUMINUM POSTS up ,MMOVED, REMOVED, OR ENTERED BY EQUIPMENT EXCEPT UNDER DIRECTION OF THE TREE PROTECTION DETAIL } PROJECT ARBORIST. Qn 5. STORAGE OF MATERIAL OR EQUIPMENT. THE CONTRACTOR SHALL NOT STORE MATERIALS (NOT TO SCALE) up OR EQUIPMENT WITHIN THE TPZ. EXISTING CONDITIONS AND DEMOLITION DETAIL HORIZ SCALE: 1" = 10' PROJECT NO.: 1 30-009 N 6. TREE PROTECTION INSPECTION. THE PROJECT ARBORIST SHALL INSPECT AND VERIFY THE PROJECT ARBORIST LOCATION OF PROTECTION MEASURES PRIOR TO CONSTRUCTION, MONITOR TREE TYPE: AS-BUILTS 3 PROTECTION MEASURES AT LEAST ONCE EVERY OTHER WEEK WHEN WORK IS ON-GOING NEAR THE TREE PROTECTION ZONE, AND PROVIDE WRITTEN REPORTS TO THE CITY0 MORGAN HOLEN CONSULTING ARBORIST MORGAN HOLEN & ASSOCIATES, LLC. 0 REVIEWED BY: JMH FOLLOWING EACH INSPECTION. MORGAN HOLEN, CONSULTING ARBORIST Q 7. FINAL REPORT. AFTER THE PROJECT HAS BEEN COMPLETED, THE PROJECT ARBORIST ISA BOARD CERTIFIED MASTER ARBORIST (PN-6145B) o SHALL PROVIDE A FINAL REPORT THAT DESCRIBES THE MEASURES NEEDED TO MAINTAIN ISA TREE RISK ASSESSMENT QUALIFIED [P] 971 -409-9354 SCALE oAND PROTECT THE REMAINING TREES AND CONFIRM THAT NEW TREES HAVE BEEN DATE: [E] MORGAN @ M H O L E N.COM 1 03 i 30 _ _ �5 30 PLANTED IN ACCORDANCE WITH THE APPROVED TREE CANOPY SITE PLAN. 0 1 INCH = 30 FEET a z SIDEWALK SIDEWALK 8" PAVEMENT SECTION 5" PAVEMENT SECTION EASMENT EASMENT 2" ASPHALT WEARING COURSE 2" ASPHALT WEARING COURSE Building Dreams, Enhancing Lives 6" ASPHALT BASE COURSE 3" ASPHALT BASE COURSE R/W R/W R/W R/W LEVEL 2, 1/2" DENSE GRADED LEVEL 2, 1/2" DENSE GRADED David Weekley Homes 50 R.O.W. ,.,.r,..,.•,•..,.,,, ..,..,..,..,.,•..,.., / - 5.0 5.0'--..—.--1 50' R.O.W. i,.e,.4,.•,.t,.t,., HMAC - TWO LIFTS / /, / / / • ' HMAC - TWO LIFTS 10 I I 32' PAVEMENT I 1 10 COMPACTED TO 92% OF " " " " "� COMPACTED TO 92% OF ot ��r1�r1�r1�r'�r1�r� �r1�r1� ohogritre�r 1 1 24 PAVEMENT 4.,, „ „ „ „ AASHTO T-209 „ „ „ „ „ AASHTO T-209 PUE 5' 5' 6' 20' 6' 5' S' PUE I I /r1%r1/r1/r'I ttsstr1 .��I-11r1L1L11r11��Ir�Ir�1 6.5' 6' 12' 12' 6' 6.5' % 17" BASE ROCK 16" BASE ROCK 1 """j\j 5"- (3/4"-0) LEVELING COURSE / j\j\j\ / 4"- (3/4"-0) LEVELING COURSE 1 SW PLANT. PARKING TRAVEL PARKING PLANT. SW1 1 �� �� �� � � /� 12"- (1 1/2"-0) AGGREGATE / � � � 'N._ 12"- (1 1/2"-0) AGGREGATE 0.51 i X0.5 I I SW TRAVEL TRAVEL SW I •. //M.._ ��� �� �� �� "Y/ BASE 95% OF MODIFIED \ BASE 95% OF MODIFIED 0.5 i TC CL + 0.15' TC CL + 0.15' i --o-0.5' ��/��/��/��/ \ �/ PROCTOR ASTM D1557 �j �j �j �j �j\ PROCTOR ASTM D1557 5.1 I TC = CL + 0.05 TC = CL�+ 0.05 I 1 p,X_ = = \ \ \ \ \ \� \ \ \ \ \ \ \ MAX 2.50% 2.50% 5'.1 1 2.50% 2.50% I GEOTEXTILE PAVING FABRIC GEOTEXTILE PAVING FABRIC f— —� COMPACTED SUBGRADE SOILS COMPACTED SUBGRADE SOILS 95% OF MODIFIED PROCTOR 95% OF MODIFIED PROCTOR CONCRETE SIDEWALK 104 /CONCRETE CURB AND GUTTER — CONCRETE SIDEWALK 2 PER DETAIL 120, SHEET D2.01 . PER DETAIL 126, SHEET D2.01 . PER DETAIL 120, SHEET D2.01. 104 CONCRETE CURB AND GUTTER WET WEATHER / NON COMPACTED SECTION: WET WEATHER / NON COMPACTED SECTION: PER DETAIL 126, SHEET D2.01. 6" OVER-EXCAVATION TO ACCOMMODATE A 6" OVER-EXCAVATION TO ACCOMMODATE A WORKING SUBBASE OF ADDITIONAL 1-1/2"-0 WORKING SUBBASE OF ADDITIONAL 1-1/2"-0 CRUSHED ROCK. MIRAFI 500X GEOTEXTILE FABRIC CRUSHED ROCK. MIRAFI 500X GEOTEXTILE FABRIC LOCAL RESIDENTIAL - CITY OF TIGARD PARKING ON BOTH SIDES LOCAL RESIDENTIAL - CITY OF TIGARD SKINNY STREET OPTION OR EQUIV. SHALL BE PLACED ON SUBGRADE OR EQUIV. SHALL BE PLACED ON SUBGRADE A03) NO PARKING PRIOR TO ROCK. PRIOR TO ROCK. 1:701.1010 PAVEMENT SECTION PAVEMENT SECTION PACIFIC COMMUNITY DESIGN (Th SW MURDOCK - NEIGHBORHOOD ROUTE SW BUTTE TERRACE - LOCAL RESIDENTIAL 12564 SW Main Street Tigard, OR 1 NOT TO SCALE 2 NOT TO SCALE 97223 / IT] 503-941-9484 / 3RD SUBMITTAL: 2ND SUBMITTAL: LEGEND 1ST SUBMITTAL: 04/20/2024 y' \ REVISIONS / \ PROPOSED RIGHT-OF-WAY 5-- — STORM DRAINAGE, Et // \\ i —, NO. DATE DESCRIPTION / 00' STORM EXISTING RIGHT-OF-WAY \ -- — , — UTILITY EASEMENT 1I / \ PROPOSED CURB AND GUTTER ,�, \ \ x ISA 1 j _ I X(/ ) ) )( )( )( )( I\)( c\---\ I )( I\ '- /I X N PROPOSED CENTERLINE � / — r / / — EXISTING CENTERLINE As_BuiLT t \ // —r �\ / .1- , - - PROPOSED PUBLIC UTILITY EASEMENT DATE �I�II2� I — — I ` , N — — PROPOSED BUILDING SETBACK P APPROVED --))A- \ r / \ \ i / PROPOSED PROPERTY LINE // �\ \ \ I EXISTING PROPERTY LINE \ ) \ \ 5 X EXISTING BOUNDARY LINE „.. F1\ PROPOSED HANDICAP RAMP 1 / \ \ \ 4 3 1 \ PROPOSED HANDICAP RAMP III I \I \ 2 1 PROPOSED A.C. PAVING III I �� \ _ I — \ ��� _ — — Jl, \ a . . . PROPOSED SIDEWALK \ * I\ > — 5.00' STORM SEWER — 1\� — / \ \ STORM DRAINAGE, Etri::N/) � III ////// PROPOSED SIDEWALK BY OTHERS ,gyp PROFF �I\Il2y\ i UTILITY EASEMENT � U)\ \ / / A�� \\ \_ L 5.00 PUBLIC ICiril ��,- / I. Q • EXISTING SIDEWALK ,‘„\G I N4--, *. 54703\ \ / \ \ SIDEWALK , 10.00' \\\ / / EASEMENT, TYP. 15.00'I \ �/ / / �� 5.00' SIDEWALK _ — — PUE, TYP. PUBLIC STORM I---I IEi ' I ;, G O v OREGON '� A / // � — — �— — _ \DRAINAGE EASEMENT IX �/\ x 9 Niamini `� LINETABLE "4 IN M. 7 / / R54.00' 1 I �` x / / / a 1 // / II +c 04, LINE # LENGTH BEARING RENEWS: 6/30/2025 5.00' PLANTER — Ll 175.01' SO° 16'41"W 5.00' STORM SEWER, 1 �! v '. _,i STORM DRAINAGE, Et I I I — — — — A — — _ `" u) X UTILITY EASEMENT I I 5.00' PLANTER \ - �I I ���i \ .r L2 165.73' SO° 48'47"W I ,1 I •' E \� 5.00' SIDEWALK _= `/���,/1`'�� / L3 47.99' SO° 48'47"W k. " x •\ e`\� Imr- m—�. \ `'� � L�/ tau —. r \ EAST 5.00' PUBLIC �„ - - - e, .. / \ \ I- •• °• CURVE TABLE C\1 / \ \ �� SIDEWALK -I I — — — — — I — — T A R CN X / \ A \ _ EASEMENT, TYP. / _ 5.00' PUBLIC BUTTE E d_ / / \ \ \ \ � i / I SIDEWALK \ 6B .00' SIDEWALK 50.00' CURVE# RADIUS LENGTH CHORD DIRECTION c / / \ N `��/ // EASEME r7 — — — — —ROW DEDICATION ' \ \ SW BUTTE TERRACE Cl 166.00' 92.74' S16° 17' 02"W z . , / — I/ / —, ( /----- -_____ _____— / , \ . •, �p s cOX,u'n C2 166.00' 91.19' S16° 33' 05"W .., , _ 1,,,,v , ___, ___ . A,..........mmomimm e - 0' "' _ : 1/ zr. , / _____ PUE,oYP. \ \ _ 1 ___ , - - - - 6.00' SIDEWALK _`'`f� �'''� — / / 1101��1�1� 4 10.00' ,;.�, ( Lu ��1r,Y i /I 10 TRACT A 11 z �, PUE, TYP.— — SITE PLAN CT ( -4 'II 4. 5.00' WALL .o \ `''' w I MAINTENANCE �� ` / / 9 Y X44a*. EASEMENT 5.00' WALL 12 x x •a , •�,, / I MAINTENANCE Q / re O L j lgr I //Lu EASEMENT co-cr ,41 k / H X o �, � _ _ - ----=- I ,� �� _ \ o u) w - o �] i��Ativ IT X X X�� /- -I I— co I. I X )( )( X )( )( X )( X Y. Y.— X X�— X X X X u uv, \ _/ Y a I\ I / I I x o / 1 a / cn u _ \\ N — // Q \ / o \ / x N _- PROJECT NO.: 130-009 TYPE: AS-BUILTS �3 2 0 SITE PLAN REVIEWED BY: JMH a o HORIZ SCALE: 1" = 30' x O 0 U SCALE q , 30 0 15 30 co o — — — 0 1 INCH = 30 FEET 1 04 a x cn z Building Dreams, Enhancing Lives David Weekley Homes t I LEGEND /-- I \ - - EASEMENT LINES / \ SS PROPOSED SANITARY SEWER 5.00' STORM SEWER, / i \ STORM DRAINAGE, Ftill i — \ EX SANITARY SEWER \ / / - UTILITY EASEMENT I /. SD PROPOSED STORM DRAIN PACIFIC COMMUNITY DESIGN i ( „� \ / I �( ( I\ / EX STORM DRAIN 12564 SW Main Street Tigard, OR J ` J \'J / X / X o _ O W PROPOSED WATER LINE 97223 —/ f '� EX WATER LINE [T] 5A13:941-9484 / XG EX GAS LINE 3RD SUBMITT / v \ XE EX BURIED POWER LINE 2ND SUBMITTAL: ( 1ST SUBMITTAL: 04/20/2024 J XOH EX OVERHEAD POWER LINE - \ / - XCOM EX CABLE TV LINE �\ XT EX TELEPHONE LINE REVISIONS / / \ ( 5 x x OO PROPOSED SANITARY MANHOLE NO. DATE DESCRIPTION SQ EX SANITARY MANHOLE \ .' 0 PROPOSED SANITARY CLEANOUT � � — �\ 6 SDMH _ t0 EX SANITARY CLEANOUT / \\ PUBLIC 4 3 #1G / ,\ \ SDAD PROPOSED STORM MANHOLE AS—BUILT / / \, EXISTING 10" CPP CULVERT x SDLN 4 2 1 '1 QD EX STORM MANHOLE ..\ 4 \ ) SEE SHEET 302 PUBLIC 15B PROPOSED CATCH BASIN DATEJ � - 14 EXCATCH BASIN APPRo�SDMH ,— WATER SDLN 3 5.00' STORM SEWER, 1\ #4A SEE SHEET 500 SEE SHEET 301 4h1I �`�`� \ PROPOSED STORM CLEANOUT STORM DRAINAGE, Et I ���`' 0 EX STORM CLEANOUT I / �� �` � \N SDMH UTILITY EASEMENT I l ���1,,�',��/ 1 0 + — N PROPOSED FIRE HYDRANT \ / \ �� EX FIRE HYDRANT \ 10.00' SDMH SDMH #3D 15.00' o ,I ` PROPOSED WATER METER 13.00' / #110011---- 0* � \ \ PUE, TYP. #3C #1C PUBLIC STORM [ I PUE, TYP. / 40��� `. ,:\ DRAINAGE EASEMENT / �� ® EX WATER METER K / �� o — — — — — __ — SDMH I �' �� `� ® PROPOSED WATEI R VALVE i� ' J —— 1 D SDMH K 11, �� U, �, �, � -AA, ����� EX WATER VALVE #3E - I PUBLIC N PROPOSED BLOW-OFF 1 X SD W WW ^ 111111111 \ SDLN 5 ad EX BLOW OFF ' Ick � — // SEE SHEET 303 ❑� PROPOSED AIR RELEASE VALVE I I �� —SD —SD diEMW" SD �1 �y a,r� �& \ \ / \ to ❑� EX AIR RELEASE VALVE X 7 I I 3 ++6 QQ 5+10 —S� _ S �\ \\ \ \ PROPOSED THRUST BLOCK PR"� �'{, �Il I2y 0 Ss Ss SS SS - SS 0 0 li, / nim �" 1 1 I 1 — �` I �, 4 EX THRUST BLOCK 3���G 1 NFF� - ''`fe0 41111%14 1� �1�����1. Iii PROPOSED GAS VALVE • 54703 O� / o ��_ SS W !�ft —— d �1L X V I� �� PUBLIC �I�� ��� • \, �� ;il\T N EX GAS VALVE ." �� \ \� o SDLN 2 _ s o \ ��.��� .. ° ` l — \ _ © EX CABLE RISER V�'<OREGON O '° O y� �� ® EX TELEPHONE RISER v Y 9 rL • \ .A .0. s SEE SHEET 301 1 — -`. T 9 E �� � ' W W W W W O - 'G/N M,N`- / `�— 10.00' \ ssAlp 0 Ss - RENEWS: 6/30/2025 Lo #A4 o SSMH \\ N�\�. .= SDMH Pg'EllPUE TYP. SSMH M �\ '� 1'3.00' 3+0 I ITTETri.,. S � #3B 601N WQ Al- o #A3 \\ • ' _ o S$— ^��H. \ i PUE, TYP. ` 2+00 _ OX' SDMH v __ ./ 1111111%1 „, N / \ PUBLIC —— _— SDMH #1 B SDMH \�� r _ o / 1 \ SSLN A #2A 60IN FC = #1E !i' _ SSMH -- - - SSMH ' IJ o #A1 in I SEE SHEET 400 ‘ / SDMH #A1.1 x z 1 �rk►� #2 B ,� =`, '� �o PUBLIC SDMH _ I EAST I ��,�' SDLN 3 SDMH #1 F H SSMH /`:�;���IN�.�. 8 SEE SHEET 302 - #2C #A2 SDAD ( BUTTE v 44��r.., YTRACT A #5A a 9 Lu I~ I Y *t, i SD N PUBL12 C ��� 5.00'WALL 12 Oi � SEE SHEET 302 MAINTENANCE O� I/ %/'�`��:/ EASEMENT z I \ l I0 5.00'WALL SDMH V o //i�►`�_�_ MAINTENANCE --- ----- #1A — — / \ o — HI w w \ i7 \ EASEMENT ;��� \ `" �w \ r J ��1 \ I COMPOSITE I ` -I �_- �� >� >� >� >� - til, u �� i xlTx X u u u u �, UTILITY PLAN CD \ / I ` '�? / x o ID \ / PUBLIC ' ' P C 1 ,� / oti ..'i --- SDLN 1 \ ,iv, SEE SHEET 300 \ /� L. N rt \ / \ 0 \ / x C - 0 0 co ) N G1 N o 4) N O = O 4' un R Q C LO i PROJECT NO.: 130-009 a TYPE: AS-BUILTS 3 2 COMPOSITE UTILITY PLAN0 REVIEWED BY: JMH a o HORIZ SCALE: 1" = 30' o S_ .CALE o l 30 0 15 30 1 0 5 . . c� 0 1 INCH = 30 FEET 0 z Building Dreams, Enhancing Lives David Weekley Homes M M M LEGEND: I:r,i Di:,1) : : R 324 FG 2-FT CONTOUR IDArIFIC �'n�AMIINITV I�WCIGN — 320 FG 10-FT CONTOUR 12564 SW Main Street Tigard, OR 0 ::- F o pp r-- U PROPOSED RETAINING WALL 97943 I [T] 503-941-9484 / \ - - - - - - GRADING LIMITS M 3RD SUBMITTAL: \ 2ND SUBMITTAL: 0 0 EXISTING FENCE F1ST SUBMITTAL: 04/20/2024 �/ ^\\ � � A \ // \� (^�(�a� EX TREES TO REMAIN / \ \ I \ FREVISIONS _ _ ( _ I4111 I _ 1 o SECTION CUT LINE, SEE -� 1 �� I NO. DATE DESCRIPTION / �� ! + SHEET106 FOR SECTION r.--r����-�:�•_- �. _ �_.����x370 n�� � � 3703� r��y��371 � � � � � T� P '- "��"r`'T�' o _ cn� - 36:-' 69 370 '\ - 38x; �j,, PROFILES. ' r/ `1 \'\ s T \N‘ - \ \ \369 - \ _ -1 1 `� 0#g �81-iia j ,'�1I/ * 1 , AS-BUILT \ 370_ 1_ - I '1 1 DATE (o�1' 2'1 APPROVED J\4 1 —IL 1 1xfI 36y� LOT , _ _ — _ \ c\� SLOT b� \\� 3 o o _ LOT — A?, ^,� 66, - o02 // 6 / 7 LOTOT N - - -- - a — / `� -36s. 43 xi ��►/ •01 1 ,• _ _ A , lb b 1\ — v 64 ^, \ 1 � / Fri:..^ 1 \ ii\ _ ,) / 1 �! 363 _ IIII- • �,' 1 �, U � \ — ,3b5 LOT , 0 I Oki `,/\I 3 v v �, � 3�ti - . �� ,y I i ;� �I �� �(� PRS �I,,12y \ 36, ���� � \ v — - - - - - - � ,3b� �.� \ W ��''((��ai 3 ::' �� ,_ , GINEF "/ E , / F , „„ / / �i� �� --- e - - - - - -- ----_ .:7 3b1- ( I II I 44*�. il , �54703 � HIP 360 W \ s \ -�ffi • •e — — �` \ 1' ,/ I I1 SO I Y, \ s \\ �� S� 1 \ lii N ,��b I v I / IIS . �G OREGON 00 LOT a� 1 l� An� \�_ �^ 36� _ _ — — — _ _ 360 I I. EXISTING WALL �O� _ v� y 9 , 2G �� W W W • 360 W I ( ' � 5D lal S, SD — El ry th°`; \ \N — Mom M1 — O ���N M•N� 7 � _ -■ * , �......`..., ): (7\ .O\ .O M I' \ O� ••••'•'• `SII , N 358 1 I 3- ; 6+00 1�0 r+`' S \ .' M �� I / RENEWS: 6/30/2025 cNio • lit SSV SS\i`S - - O D \1� �-t I Vii. 'p I I 360 o 111 ® .0\1\7,,,,-,,,,"-- O�� \ \ /11.1 ` 360 1� , �� \ �� , w �Vla� ����.$ _ - - - - - �,Z 11111 S6 1111‘1 �p'� v --- - RE 3b�� ��'�t. �� ISi \ 1 b� ���� ��� 3;1 -37 Q �� C'�` cn 359x' 0 ` \ C -pi b� IIIIIIII •/dss �� � �� / �� 358 ��� I � — � � �� ��� e� e �e� N� vq �Aa � W ��o ���i�� o I • / Z _ _ II , \ , ,� — — _ EAST I I / - -358 ��I J . I / � 6 357 // �,�� �`1 rn•370. Q / ,I, I I I 3. \ 1 / r I � �■■�a l _ /� \� +00 6sS S 6 ES �, 2+00 368, 369. \ ii X356 \ � ' BUTTE III I Sr v \ ���: SEE WALL GRADING DETAIL A, , I 354• Yy��1 LOT /�` �bti I \ k,-, G�_ D I S I 11 I ;�� -369 _ i - V , SHEET 107 353 I 3 v ���_� y _ O / I 3•' -'�����362 ` Q 351 I / �\ � • i�. (Z'r �� LOT 350 —� I I I ,„ i�� � 00 / 7 \ '� I 1 O 356` y� I I �b I I \!1�' 361 i ___"_' I �, � LOT :ii_t % ( ;._ -�6 I I I 1 1 / .��11���, 3S7 _355 1� 60361 1 _ — o i\ 4k-k III I LULU �`I�i► 1 ` 9 ; � 8359 \ ci SEE WALL GRADING DETAIL B ' ,-i 367 11 ''�� 356357- _ S+YO 16+00 1 SHEET 108 I' \ Z I illi!Zito ' ��� = �.I i :.- 355-,"""_" v> 1� = , oo I - _ , - ��: 11 354 —Ewa/ ki . �� �\ �� II_ 6' 3 '��` II1'���� 4 ` 362— + �� _ _ + .0 1+00 I,I!�� 3 3360361 �� i LOT 7+00 ( 1 �•� 7�� g9� \ 3 0�.�59 � - 353 • - Z ' ••Ney %i,> 1\ LOT- ,s� � -� I_-_ , I I 12 �, 1o GRADING PLAN Qv •4,�1,�� O �_ � - 349 Iceic Is�1..a� 3g8 // M(/ �I'I`-�. $ _ ——- - 35z 350- I iI II IIZ / ��� ;��� �! 3g) /� LA335253 _ j51 ( I Z E / A4���i��346y�t ����,�, - 35 3354 1� j,/ A 1 \ * I - - S%/l11` �11� 9�FpFy)LJ rs,> \ /\ -- -- -- -350 f 1 355 --- -,,I ', \. NMI \ M \ N o IMININIP o \ -..\\\__ _ — _3349350 - .r���� �' V A L �,"�0. _ ■ 349 ' _ � 1 �i� - - - - - : :' i - Ln ' - - - - -348 a' .11 ::_vr4,- - :__ _ ,// - - - Y o / _ .347- ,o , 4,„ � ^� r / I — 1 _ \ / / / 4 \ ,-.' % N \ / ,<,(1) o o+ ic:o o+ V _ — — N LA Q I PROJECT NO.: 130-009 a 0 C TYPE: AS-BUILTS 3 2 REVIEWED BY: JMH 0 rn 0 / GRADING PLAN SCALE 30 0 15 30 o HORIZ SCALE: 1" = 30' ��� i1 06 0 1 INCH = 30 FEET Q 2 I Building Dreams, Enhancing Lives David Weekley Homes 370 t 370 FINISHED GRADE 2:1 MAX SLOPE R 3:1 MAX SLOPE 3:1 MAX SLOPE PROPOSED RETAINING WALL — — 2:1 MAX SLOPE 2 0' 360 LOT 10 • MAX WATER I 360 LOT 8 I LOT 9 fLEVEL = 354.27 LOT 11 / LOT 12 I 350 — — — \I 350 EXISTING GROUND 17.1' WQ FACILITY PROPOSED RETAINING WALL 2:1 MAX SLOPE TRACT A 3:1 MAX SLOPE 3:1 MAX SLOPE 1:1111!../€1 340 340 PACIFIC COMMUNITY DESIGN 0+75 1 +00 2+00 3+00 4+00 5+00 6+00 7+00 7+25 12564 SW Main Street Tigard, OR 97223 SECTION A—A PROFILE [T] 503-941-9484 HORIZ SCALE: 1" = 30', VERT SCALE: 1" = 10' 3RD SUBMITTAL: 2ND SUBMITTAL: 1ST SUBMITTAL: 04/20/2024 REVISIONS NO. DATE DESCRIPTION 380t 380 AS-BUILT DATE (DI\\I2Li APPROVED J 370 _ 2:1 MAX SLOPE 370 •0' — _ _ FINISHED GRADE R LOT 5 —I_ _ SW BUTTE TERRACE LOT 9 — _ 2:1 MAX SLOPE 360 — I 360 EXISTING GROUND _ _ 1 2:1 MAX SLOPE _ 350 350 PROF (0I�\I2Lt 21 I,-- ��` ►veF�S/ 54703 �f a Lo 340 340 vvGt OREGON. 9,0� 1 +00 2+00 3+00 4+00 5+00 q . �� o SECTION B—B PROFILE ��iN M.N c\IRENEWS: 6/30/2025 N HORIZ SCALE: 1" = 30', VERT SCALE: 1" = 10' a Q z 0 U w EASTz a 380 R 380 BUTTE 0 380 r,tI R 380 0 0 EXISTING GROUND R o , I co _ 370 .0' 370 LU I N 12:1 MAX SLOPE - — — _ _ 370 PROPOSED SW BUTTE TERRACE 370 _ WALL ` IL — o) LOT 3 — —I TRACT FACE OF WALL — GRADING_ _ EXISTING WALL I — _ I PROPOSED 0.5' FROM R Q 360 I— _ _ RETAINING WALL 360 FINISHED GRADE EXISTING GROUND SECTIONS J SW BUTTE TERRACE MAX WATER 360 360 0 FINISHED GRADE _ --- LEVEL = 354.27 E � � I 0+75 1 +00 2+00 2+25 O \ � , \1 2:1 MAX SLOPE SECTION D—D PROFILE 00 350 350 0 3:1 MAX SLOPE _ HORIZ SCALE: 1" = 30', VERT SCALE: 1" = 10' o WQ FACILITY 3:1 MAX SLOPE 0 0 2.0' 0 co 340 340 t 1+00 2+00 3+00 4+00 5+00 0 SECTION C—C PROFILE N HORIZ SCALE: 1" = 30', VERT SCALE: 1" = 10' a Q up i PROJECT NO.: 130-009 N a c TYPE: AS-BUILTS 2 REVIEWED BY: JMH 0 o 0 a 0 0 0 co i 0 _ 1 07a i z Building Dreams, Enhancing Lives I I I v , i I M \\N\ x\\ , David Weekley Homes ilk I 1 1 I I I I I I _ \� , \ � \ N GENERAL NOTES .. .., � II� • � • • • U . . • I • • • � • � � � i■ . Iili I \ �Si� r>,,.. 1. FOR EROSION AND SEDIMENT CONTROL PLAN 711 SS SS I \ \ I M 355.5 TW 2.6' \ \ \ \ 7. ' /� REFER TO EROSION CONTROL SHEETS. \ N I I 0_310 361 .5 TW 361 .7 TW $•$' 352.9 PFG -355.5 TW0 �� \ 2. ALL CONSTRUCTION AND GRADING WITHIN TREE 360.2 TW 0.5' 352.9 PFG 355.5 TW 3.4' - �s\ PROTECTION ZONE IS TO BE COMPLETED UNDER ) . \\ I I 359.7 PFG 352.9 PFG 352.9 PFG M 352.3 LFG 352.1 LFG ° p DIRECT SUPERVISION OF PROJECT ARBORIST. Ln SD :t + - - - w1.o - - \ 11 - - - -- 355.5 TW078)- - - - - � � \ �\� - N (NN • 2TW _ _ 352.9 PFG 355.5 TW 3.4' \\ I 355.5 PFG 352.7 LFG - \ 352.\ LFG N �g9 N GRADING NOTES: \ VI \ VP \ II ,sibk_ Mr --Air Si - SD -� I SLS s� Mills a = _N TC = TOP OF CURB 1 PROPOSED CIP RETAINING WALL FOOTINGI \ AC = ASPHALT CONCRETE / \ 1 I x \ \ �' \ FG = FINISH GRADE SURFACE \ � II ° I I_ _ 1 1x gam, LFG = LOT SIDE FINISH GRADE M • i „ ...,,,,,,,,77___ ,...... PFG = POND SIDE FINISH GRADE PACIFIC COMMUNITY DESIGN 12564 SW Main Street Tigard, OR \ I TG = TOP GRATE d !ii W20 355.5 :ENG 3.0' 97223 N a 1 \ 352.5 , • TW = TOP OF WALL [T] 503 941 9484 TRACT A 3RD SUBMITTAL: 1 x SW = SIDEWALK 2ND SUBMITTAL: I I \ M 1ST SUBMITTAL: 04/20/2024 IIIO P W I� .p r-1/LI\ M N �n O ;ff� SD I SD �� )- M M M O M M \ M M M M ��J \�( M- M I GB - GRADE BREAK T M 1 - T s I � M x HP = HIGH POINT REVISIONS N w D D - / / �, M I INO. DATE DESCRIPTION 2 4' 355.5 T I I x . (XXX.XX) = EXISTING GRADE ccce w - M 353.1 PFG PROPOSED CIP RETAINING WALL FOOTING J I . XXX.XX = PROPOSED GRADE i�Lij � 360.8 TW 0.5' `� � 8.8' 361.9 TW 355.5 TW 2.6' �" I � � � As-BUILT II M x N 1 m 14 3.0.3 PFG 353.1 PFG 353.1 PFG 355.5 TW 3.0' ' DATE �)\I�2`l N H I - 352.9 LFG I 352 5 LFG , ABBREVIATION LEGEND: APPROVE J .. ������ . FG = FINISH GRADE SURFACE I 111 \ 1- \ M TW = TOP OF WALL (5-.--8)361.3 TW 2.8' 355.5 TW \ SW = SIDEWALK so . . . ow 1 - - - -361.6TW 8.5' - - -- - --- -355'5T x I \ 1 II . ___.... � iL 1 355.5 PFG- - - - - 352.7 LFG- - � - � \. . .. J W 3.0 353.1 PFG \ \ 352.4 LFG �� . I 0, SD SD-l SD r \ I PROPOSED CIP RETAINING IWALL I ss , ss I \ I SW M \� I TW - 1 1 x ., R M (� r M M M M M M (�+1 M M ('� M M Ia I I I I 'I I I '\ M x I I FG PR �IIIIZ`I t I a I I I I I I I I \ I � F I I I II II II II ` --- _O WALL GRADING DETAI L A BOTTOM OF WALL, CAP STONE, BOTTOM OF SUBBASE, :62\-50G4RIE7le3:::::, NOTE: AND SUB-DRAIN ELEVATION ARE NOT SPECIFIED BY THESE <y f),0 oo HORIZ SCALE: 1" = 10' PLANS. REFER TO WALL DETAILS AND SPECIFICATIONS. `T 9' �� N RETAINING WALL DETAILS SHOWN FOR REFERENCE 4 IN M M.N o ONLY. REFER TO STRUCTURAL CALCULATIONS AND DETAILS FOR CONSTRUCTION AND INSTALLATION RENEWS: 6/30/2025 DETAILS. ABBREVIATION LEGEND: wQ FG = FINISH GRADE SURFACE I \ / ii\'� \ ' ox - TW = TOP OF WALL ` ���l - 1N - - - - - - I SW = SIDEWALK Ccel p - \ \ n� �� TFG = FG ON TOP SIDE OF WALL EAST I \\ 0,A, // \ \ o II TW TFG' \ /4 , - - - - 4 , , BUTTE 0 lis \ N / p 4 p 4 p 4 p oo •3l N - !/ p 4 p p 4 p V O \371 ji I Cp t: - * 1 Mc D z w w w w w v w w w w ww ; \6 D 0 FG tl o 3 Abe �cA ',0 SW BUTTE T , \ ss ss s.J� - \ - - _ _ _ _ __ SS ss - - - - ��� BOTTOM OF WALL CAP STONE BOTTOM OF SUBBASE SS 7 0 WALL GRADING Z I 0 _ - ox x� 3j0 AND SUB DRAIN ELEVATION ARE NOT SPECIFIED BY THESE DETAILS SS 2+00 _ �6 " ` \ I o PLANS. REFER TO WALL DETAILS AND SPECIFICATIONS. O s - SS 6 6) \368, \-69 m x Xw Xw r ..'\ SSS SS - � � \ \ \ o� Q N ox ox \ I Q LEGEND op 4 p p 4 p 4 p mr"\ x I ` _ - 324- - - EX 2-FT CONTOUR p . p 4 p p 4 v - 369- _ o 4 p p 4 p 4 p 0 -. x x 320- EX 10-FT CONTOUR o 7".".. "..1 N - 4 p 4 p A 4 �= p I°oo, \ O G) ' 324 FG 2-FT CONTOUR 4 368.1 TW® - �`� x x 365.8 FG i� ►_ 4 �� 320 FG 10 FT CONTOUR _ 368.5 I w�- A.NI li - P N 1i ® 369.1 TW �, ( if i e i x x x i l PROPOSED RETAINING WALL _ �, \ 0.50' FROM FACE OF 366.9 FG 368.0 FG 1 , \ \ Q iI 366.7 TW\ WALL TO PROPERTY LINE �OX3�`tl I X368 , \ CA/T.0) RETAINING WALL il ® 366.7 FG T W 4.0 PROPOSED KEYSTONE RETAINING WALL v IDENTIFICATION NUMBER i ----- ----7--7...--. ■ • ' I \( PROJECT NO.: 130-009 364.0 TW - ` C DL DAYLIGHT WALL DRAINS I 364.5 FG 1. '/ ■ TYPE: AS-BUILTS A C,') - : x REVIEWED BY: JMH X L l Ilk ornO xX t I I 36� , \ I 10 S_ .CALE 0 . . 5 10 o WALL GRADING DETAIL B 1 INCH = 10 FEET1 0 8 HORIZ SCALE: 1" = 10' 2 Building Dreams, Enhancing Lives David Weekley Homes � 1 de / Base Levelin Pad Notes: Leveling Compac III Un1t Cap Unit 8" Lo mea e -oil , -ysto•- •ap W L• Pe ;:ble:1 ysto•e •apU► 1. The leveling pad is to be Width: 18" Width: 18" constructed of crushed stone *Depth: 12" *Depth: 10 1/2" ,III�I -" A jietivnl :.1. or 2,000 psi± unreinforced Height: 8" Height: 4" -1 _�� D�Dy�%y�y�/� �� �yyj concrete Weight: 71 lbs Weight: 451bs 11111 • .M- ► �/ �1 2.The base foundation is to be 41y 1_IIh `��li� one G• ..c III �•`•�1`I�€� •ne C• •-c III approved b the site geotechnical t 1:!.............._€) IE •�:';,MP " '',' I engineer pr or •to piaementofthe pArlrlrrnteAAAIItalITVn1=cIGN � :•;��� nit age 'I it age 'I leveling pad.p ! IuIIIIII:;' I (3/ / 10 Unit Face'� 12564 SW AA%.•roxi:0:1:141‘..A\ A ; ®.IZ. . . . ,•I�i _ °I�' I - Keystone Compac III Unit • 110 3RD SUBMITTAL: imits .f 't �. �� 1/8" 1/ imit 1.._ 4"EX .V„ IOrIAir �.`��ar ♦. n �;�•� ii i I'*T� r'flt-Il-n-1i� I-111I(=�/ c +,ExI / � 01 �`� -_ _ 2ND SUBMITTAL: c;';`ia; F8" _ ;at.�, � 1I 1III=�Q I� 1"- 1 1/4" rn II ,� t� 1ST SUBMITTAL: 04/20/2024 ArAVIVAIFININ De. •.e;:�l l r, i„�,{;1s�i11RetainedSoil III, .•.;;,iniiF ir iier oil 1 ,, foil ,;:'s•,. 11= .;�AMig 8.. Finished Grade = 404 ® . �i II .•� �-Y-� .II .• ; ; ., Unit Drainage Fill Is 24” 6, °gip �� l Itl� . Y _ REVISIONS 4" ora d C /�/,_io ..� ora d C //�_�od.. / -� =: (3/4"Crushed ! ,� - - m ac=.: �I I .,te �� �I I�I I I—I �I I�I I— ` I I ` ; 0 ,ti - �p, - -- - �. _ , _ III-n I-n I-III-III n I-III-n I-u I III 0 .I � ?��II D ,Ina iR+:;R+��rta..a®.��,.: ,� - � •'n .. -.R•:�+ ���,s:.�• •,. / �►��� � a - �/'1 g• � ,��., L .I a I �� ..�.AIWL� Rock or Stone :III- ���� , � .��.�-�� �.- - _,' ,' ,• �•_ Pr �, :'• }. — .' ��._,._ _�.-�. -I�-1`�• .;,��,.,, i ) 1j• k�kgk _��. it-t., . _ _ _ - ti. a1� NO. DATE DESCRIPTION SII - �0���f...:.+,a ••., ISI r III�II III ' _ - - -� �<..:.,_,•:+/PrHy IrII II I _. I�.n�In=1I�II�iii=ii II1=1��' , II �e�.r��.r�,i _� G� I �Ia -III, -I'� I - -� III- - = =iII=1 1 -III- - - - I =1Ir- -1I�II�II II�III-II�II�IIL Excavation -'I�`.i�4(i�-;-:- • 11 -111 1 - ' -I -111 Approximate Limits 1-41714.1'.411641.1111;X11. nr, -, - :I L ��>,,,,A«� lig :•., .: i.: ill 0 nre' • ced • • ete �'O -. nre' • ced • • ete Limits �� . �ZS'OtI :::'' -. U�' of Excavation Unreinforced Concrete or II\�, ,•`��� � iCrushed Stone Leveling Pad I' _.. I :. .:'.' Iw (then e ondi•• requ• e I rap• ai•-ge or ' .shed : •,e hen . e ondi •• : req e rap• .i•.ge or ' shed :o•e 4' Perforated PVC Drainage Tile ` !•a�1a� - SII -:::-,' '• tile i• 3 , ago e•ae a • f er fa. c •Ith F• nation :o• lin • ation '• V� "''`• '' the i• 3 a •: e a • f' erfa• Ic ith lin a. 6"Crushed Rock or 0, t „ � q1111 '`� ',-` iU�� AS—BU I LL t �� � 9 � Wrapped in Filter Fabric � �(, I���" d :i :ge c•g .•site • .•greg. a sack d•.i g •, d :i :ge c•g .'site • .•greg a sack••.1 (If Required) CFoundation Soil) Unreinforced Concrete ��I l A I il*PrI�\�' :'em, -s • recte• b geot=c •Ical -•gi•=-r. s : em, • rect-,• b geo -c ical - gi•eer. Leveling Pad ��ll 0 DATE (oh'I2Lt APPROVED J\4 LA*. al : -• fo ' - • W: a •• TA.' al : - fo ' A : e ' • Typical Gravity Wall Section Compac III Unit/Base Pad Isometric Section View Co •a• II U ' - ear e 'cal S-+ • pac I .nit- - sac Compac III Unit- 1"Setback *Dimensions&Weight May Vary by Region / // // / // // NOT APPLICABLE ra•- Ad.' I••alPiz e: ofG •••`;ilten (2) -4"Cap Units or 4"Cap Unit ; ' ` e •N11' 11111itl��������IIP�lf1�1N�llll (1) 8"Cap Unit I �� �\o,itto�„ti �u 8" Keystone <..; 8" I.i .Low 'e eab Gil7 Key o Cap ����� "t, iltlflly( yj p '�l� Unit 3" •f :oil F' i -equ' -. :etw- n , --V\\� \Nl11� �, 1�ll��ll���//Ir ��4/ '--' , c \\� IN /l , ,,, i I ii1 r••', / �f� i /I I ' 1 1 1 1 1 1 0 31 II , I II II 11_fir11=11.=I .,4' ". �\ u��h�►Ili�ttil uu a It���43;,„, `///v .��/- �� • rlap.' . eo• d •rPro•er ry0 ,��� ���� �������� ""i!�"�%�� COM aC III Elevation vs P 1,I I fI I ���/O� 0� �� a �// %� IW9 �t-. �'�,� < .ta .�4•. pp II • .d' 'oral P,r. a e. I .` �_____� II4111 •• •' 1111 tone • pac it ' `•1��, �:,=:t / �''�� 1 I •�,.;� end gal eig ��` , f W `moi%�i:' ' I j _ •,� ,r t _ , ',: nag-. I .,f in - I 24" '; i�1II U aina• F. ( 4" _ ;� ,.• I I I I PR�(' �pI1�I2`I _1111 )11 • _ �,��� .I hed 'o or t rr, - ��� > �'(+ 1 1 -t � a • i1--� �[� . Note: - , J t J ���G I NFc�' "/ a \\,_,,c, I 'I �� ,> �,; v _ - � 1. Secure all cap units with Keystone +I 54703 L 1 �. Geo._ i• -ein0 '`-Th .f in I I T• : " , Kapseal or equal. 4bl I "pi.. , ,,....): .....,, iv ...- err,ed �i � •'1:0I2 1/8" 1 a, t'lii l ,1111 :�- 1111,,1i�I!ll�MaIi,L,I,1,i1,1.,•; _7 Top of Wall Steps c.6 oREcoN o N I ,;.,�®f 8., �,,I I ,p'II�iI' I i I,� <Y 2� o _ ���� � �/�,�111INI.In11�I1��1I�111 No Geogrid is to be Placed ve Level 18" v g, N ' : pni �. '�'�llllllflllllZlZIIIIEIiN` 1 •eck h anu : .rers. c''catio : Backfill and Extended Over the �!� �� hed 8" o •e So' / N N ® A r '/ •n co e' direr lo• of or' n :ion f. Fiberglass Pins. Place Next Unit. M M Q '� �'l' . / e C.s It �,,,� J � g •g ► - p p g Pull Grid Tau ht and Backfill Compac III Plan RENEWS: 6/30/2025 Alb,T I l. S I f e r too ro r ren �. q9 • 1 -_____ Stake as re uired. II 11.x: : ---• ...-, ., „_, :�®ig•���I/ize�.�,:- Compac III Unit r ' fort=.:s•onc a - �ir���,��, 1_____E C -- - % � M Gl;d & Pin Connection y ry Q I •.o rus d+ one . i Dimensions Ma Va w �4� 'soil, III- •, e• • d I rat•• On e ° Y 9 ;- ever' '-ad ri •ne • •ac II 1. y b Re ion J III • '—'—'—'— UI 1=111-1 Ill-I tI. 1 I k I I-.. N • _ �,••i' ::::e.v...e-i'in-g-p-a'd.' IIII III_ IIS' VIII Q 111 _ info> • Soih 4"-74.1.:,'..:;171:1::� Unit r.'nage 'it 4" 8"or 16" _ __ - � '0 C s•edR. k •rSto. �• Cl-LU e1 • ` 0 •"Soil , iii . Re. it-. Be - Wall Step • 11 . - ,• • r, g • ' _ ► •. Ge ri• for P •p Excavation Limits 18"/12" 18" Z •pr•Xlma its � 1 e0 r1. -inf. N aria, l•! •! • A 'O of'Xcaval• -I Addi'. Geo• • •Verl. EAST >_ III° /' I i E • all •ht/4 • o ••Ition. lina., 3' Cap Unit Elevation Cap Unit Elevation BUTTE p. •11 8" •Xten• e'° t .9,f I lfiir7lPf fill@l�;I'IrElllr:I'Ih ff`` y!I'I!'Igg! iiE tl'I i i i !iiff! Iiii.!!r!19``` I�I I ,ff'i CE !Y`•-!'aC- Note:o T .;:.•. • t<;;:.,:, I i��ll��l;iIllll�illl�iii,iR l�Willi.111 iI�I'II IAi!il�l iii�i�ill�l��Aii���lif�l�I llEilI lrilllli;cii..I�E�II�1l l�I�AI' 1. The leveling pad is to be constructed of o ) De•I .•:.;,;.��It Fi -d Gr.: ---9 _ 1111.:111101111�:11111211�, .i 1 I , I- . i 1: 12„ 1111. „� --I _ ' IiI I �`+iiii!!!!dd``ggffI�III RRI p!1fiI1`I�!I I ! 4iII`S9 crushed stone or 2000 psi ± unreinforced 4"PI-le ated ' -_� rt � .•>� .•#���ee i '•,. _ ' ;�l�il����i�iil,Wilk 1p�I��I�.I�ii�.Idi,!.�fiiilEE i�l�ll�l.111 i�.gii�ll�i.fl,•A,III1l�i�711lI. concrete. 4 0 •, ai age T'e -�, . ` y1 111llllilll�ytilillO�IIUI�Nli4�ll111�161ipiUlpii111INIItlfilflllllI111IfilillElll961• +1 /---\ +I O V I 1•�— —�—�—� _ / .: , 1"' W 1/2"x 5 1/4" iNi Ali. ®���� �..�.�.�� ..p.. �I I-I 17a T�: I hI T t . T ;( ham,[ s" -I Pr u 1 IIS n-H I-I11 o ,.��..---.--= -�_ Fiberglass Pins '1 I I,;11 III - 1=111_ �, �' I I� I 1=1 -III I -n_ ' r r i�il i• -n —�ii , � "� 6" Leveling I - 0 LU • om" , D .i :geF' Pad Front Face N e: U n r ' •rced o rete I� 'I ''I' 'i i Ot- 1 - 18" 18" •5 , �f��lii�l��l��ll.IlslQ�l,��I��h���ll'i�lll���ll� 4 he i con.'i• s re•.Ir=,wra. :r.' age O she. • e I 1 +11. $ d�� ► CD the'n • 4"a••r=•ate . d ter f.•ri•with ,, ,I , , !',II 1 ck w' • anuf•. er sp c' . ion- 1=11 I I II II I I I 1-III-11 X11= elfin• • �l���plll' j Ili6l1lpi !q p l r ° ° ., 11�11�1111� •. � II�)III KEYSTONE g 99 l�undSoil/ - 9 i ����I�l�llll�fi!ll�li��11��1������9 I n co a dire o of ori-n on fo •' ! o p A , III III iii-ii age .• i•OSIt •r: re at= sack. gg1 illl�fl a �I 119 Z ste a direc d .yge• a nical n•'neer. 'iE11111011F111111 1rAMllPIIIIlIIIIlilli' a); § ge••ri. too• .i. prop- en• TIIT n Cap Unit Plan Cap Unit Plan 00: � Excavation w+ 12" WALL DETAILS I' rner ni- ret• •ende• ••Dalai.- Limits Universal 3-Plane Split o ,�, •i . - - • -� ere �l. Al: actio •� /,--.--- �-`�_ corn= Avai :•i'y M. Section Cap Unit Option Cap Unit Option 0 Corp. III U it ear ical t•.ck *Dimensions&Availability *Dimensions&Availability -U!. • =tal . •n - om= / Leveling Pad Detail I Will Vary by Region Will Vary by Region ce C0 •ry'•ht21 0 eyst• a -etai g ' all S, t- s o Design is for internal stability of the KEYSTONE wall structure only. External No. Date Revision By Designed By: Title: Date: stability,including but not limited to foundation and slope stability is the - VSTONE® RKMCompac III Unit - Tri Plane Face Detaiis o responsibility of the Owner. The design is based on the assumption that the o materials within the retained mass,methods of construction,and quality of Checked B Proect No: o materials conform to KEYSTONE's specification for this project. ETAINING WALL SYSTEMSY Project: 1co OIL_ CONTECHCOMPANY CDM Keystone Retaining Wall Systems This drawing is being furnished for this specific project only. Any party N accepting this document does so in confidence and agrees that it shall not be 4444 W 78th Street Scale: Typical Wall Details Drawing No: N duplicated in whole or in part,nor disclosed to others without the consent of Minneapolis, MN 55435 yp a) teystone Retaining Wall Systems,Inc. 952-897-1040 No Scale 71 v) Q i PROJECT NO.: 130-009 a TYPE: AS-BU . o REVIEWED BY: JMH a o 0 0- rn 0 0 0 coi •o 1 0 9 a z I Building Dreams, Enhancing Lives - 1 David Weekley Homes .. a _ LOT x 5 X - u) GENERAL NOTES: LOT 6 1. CONSTRUCT SW BUTTE TERRACE: LOT LOT / - \ ( I PER TYPICAL STREET SECTION 'A', SHEET 104. 4 3 :2T / ?� 1 x 0 v�i2. FOR CURB RETURN INFORMATION SEE SHEET CR1, � r _ CR2,CR3 $ CR4. 3. ITALIC STATION LABELS INDICATE PIPE ( NI STATIONING. TYP. /\1 F-ff-i ci 13.00' / �1 \01.--.111111 \ © © 4. ALL PVC PIPE TO BE ASTM D3034 UNLESS _ 5.00' PPUE, TYP. / /% �% �\ SIDE � OTHERWISE NOTED. EASEMENY / � 'o - �� 12+24.53, 10.41'R(MURDOCK)0 O� / � \ LOT )( ;I� c`nn e/ 47* -- ®i alit - ' I I:!......1 i 00 1 I /�I �� I o STREET NOTES: � •�� I��1 '� ce/ Sp1 e \ 1 / II� O INSTALL STANDARD ADA ACCESSIBLEPACIFIC C®NIMI�NITY DESIGN w w w w \ \ I \ / ; co F-/rMa -i I tii z RAMP PER DETAIL 1, SHEET D2.02. 12564 SW Main Street Tigard, OR LOT 1 1 1 -AEI SD SD sD \ N `'� v INSTALLMONUMENT BOX PER DETAIL i - O97223 0110 TA:5+11.09 S� \ \ ''' Y • O [T] 503 941 9484 7 6+00 �,, �0 \� \ •�� \ / , :___ -\ l I w 170, SHEET D2.01. 3RD SUBMITTAL: SS SS SS SS SS SS D 0 '� • ......,. �� 1 ` 2ND SUBMITTAL: 1� \ / *��o � \ _ - /� © N CONSTRUCT RESIDENTIAL DRIVEWAY PER1ST SUBMITTAL: 04/20/2024 �� �i ,�•-� ss w \ / DETAIL 141, SHEET D2.01. SEE TABLE \ / S • • ° • .ice \ \ \i����- -��--- \,� ° ,' �; THIS SHEET FOR DRIVEWAY 5.00' PUBLIC ' - 1 - - - - - - /� ss �• VISIONS 0 s ,•' � INFORMATION. RE , SIDEWALK • ; - - - - - 457..0' NO. D DESCRIPTION \ �, EASEMENT, TYP/ °' 5.00' PUBL C' _\ \ \� ATE , �, / 10.00' I-I - SIDEWALK ss ss a-\ 3A CONSTRUCT COMMERCIAL DRIVEWAY PER - / PUE, TYP. - IN ` \ N DETAIL 143, SHEET D2.01. - Al `r / EASEMENT, TYP.\_ ki \\ 3+00 irs ____ SW R!lTTE 7 ERRA STA: 4+94.50, 16.50' L (BUTTE) ��, b. ° �� 4O SAWCUT MIN. OF 1-FOOT INSIDE SOUND As_Buio- _ - - - - Q • a • • C. EXISTING ASPHALT CONCRETE PAVEMENT \ � - • s - ,tea\ AND REMOVE. DATE (0)\til2`I - - - - - - BEGIN STA: 12+24.53 (MURDOCK) APPROVED J)4 - - _ - END STA: 13+78.48 (MURDOCK) E a 0 o LOT �\ 1111 LOT a 0 PROPOSED GRIND AND INLAY, GRIND 2" N 10 � 11 - DEEP AND MACHINE LAY HOT MIX. BLEND 'LOT 2 0 5 TO MATCH EXISTING GRADES. N 8 LOT BEGIN STA: 12+77.07 (MURDOCK) 0I END STA: 13+33.54 MURDOCK N 9 LOT 13+78.48, 9.45'R(MURDOCK) O (MURDOCK) 0 12 E IIP Lu DRIVEWAY STATIONS SW BUTTE TERRACE - PLAN O LOT STREET STATION WIDTH HORIZ SCALE: 1" = 30' 1 3+40.94, 16.00'R(BUTTE) 24.00' Z 2 4+09.69, 16.00'R(BUTTE) 24.00' �Q 06 PRIA^F (Dlll l2y Q 3 4+76.01, 16.00'R(BUTTE) 24.00' .((J>`' 390 I 390 4 5+42.09, 16.00'R(BUTTE) 18.00' \��G I Ne-4,4) w ,. 54703 5 6+30.72,47.62'R(BUTTE) 18.00' \\ • (/)ce 6 6+61.21, 31.13'R(BUTTE) 18.00' ci OREGON ', Q7 6+72.45,4.63'L(BUTTE) 16.00' v G�Y 9 (_O w I 8 6+63.16, 28.69'L(BUTTE) 18.00' ��4 IN M.N�� 1 Lu rn rn 9 6+32.48,47.36'L(BUTTE) 18.00' RENEWS: 6/30/2025 PVI STA: 2+60.00 I� PVI ELEV: 368.13 ,r; 0 10 5+39.78, 16.00'L(BUTTE) 21.00' coro K: 20.36 LVC: 115.00 II II 11 4+06.36, 16.00'L(BUTTE) 24.00' a 0 0 •0 o Q N o 12 3+54.22, 16.00'L(BUTTE) 24.00' 380 h - - - N - - Y - a 380 0 o �o Q • w •as 00 M . N M ce '.p as m M 0 W W m M W II V1 U t!1 U LU o W W W EAST U) + LUNi Ln o � W � W so 0) II a PVI STA: 3+60.00 BUTTE N N o PVI ELEV: 361.40I J a • a "' LOW PT. STA: 4+90.00 O '0 LOW PT ELEV: 360r'l .25 K: 180.0 .96 `� ``' `Vo LVC: 80.00 I ow- Ce w r, w II PVI STA: 5+00.00 0 0 o ON 06 370 a > a w - PVI ELEV: 360.00 - - - o a - 1 08% 1.64/ - _ - CD 370 Z CC W ; K: 30.00 01M +I r�i _ _ _ _ - f LVC: 80.00 w ` . w _ _ _ _ - - LA u CA u SW BUTTE w 0 N. 0 0 U w > > o .o o . w m _ - -- Luce FINISHED GRADE �+° --- L/) - - - I TERRACE 0,0,_ I STREET PLAN w -0.50' W w 00 & PROFILE H- - '- - - - - - - - e - - - - - - - - - - - - - - - - - -1.00% \ _ 360 _ _ _ _ - - - - 360 00 1N O, I 0 00 EXISTING GROUND CO I i - m ✓ I i NU) D I Q 350 350 L' 7+00 6+00 5+00 4+00 3+00 2+00 1 +00 0+75 0 PROJECT NO.: 130-009 a C SW BUTTE TERRACE - PLAN • 0 TYPE: AS-BUILTS REVIEWED BY: JMH a HORIZ SCALE: 1" = 30', VERT SCALE: 1"=5' 0, 0 i g SCALE 30 0 15 30 200 CO 0 - - - 5 1 INCH = 30 FEET a z AlI LP GB-7372.57 Building Dreams, Enhancing Lives 0+10 '0 0 David Weekley Homes 4,00 �, IP FUTURE CURB - 6" CURB HEIGHT TC 372.08 o FL 371.58 GB 372.08 0+00.00 x U, 0 1 CN SW 371.11 X X X X v v V V V V V Y Y Y Y Y Y Y Y O GENERAL NOTES: SW 371.05 R 1:!......00---,0 A6.5,3' N I 1. ADA RAMPS TO BE CERTIFIED BY DEVELOPER'S PACIFIC COMMUNITY DESIGN SW 370.69 \ END CURB - 3" ENGINEER. CURB HEIGHT rn SW 370.51 „.7,/ �Nh°I° •�_ ,O/ \° 41111P TC 371.56 -I 12564 SW MainStreetTigard, OR [SW 369.17 �' 1),47/ FL 371.30 n °I° 0 [T] 503-941-9484 0- S_ 0 O Oct 3/4” CURB HEIGHT AT Z 3RD SUBMITTAL: Q u 7.5/° 0s !' • C off. ,'j END OF WING0 ABBREVIATION LEGEND: 2ND SUBMITTAL: 1 i . Q , r O OXPo = 1ST SUBMITTAL: 04/20/2024 �s S TC 371.01 i . C; Q Q�i" o o\ o c6' FL 370.95 D FL FLOWLINE/GUTTER o o I� 0 0 0 Q c!5°/° 0,, "'> rn TC = TOP OF CURB REVISIONS TC/FL 371.02 0 m A co 5,- NO. DATE DESCRIPTION IN 0_b,_„.___,.--_-- v*cP' SW = SIDEWALK ----jDr4o M TC/FL 370.96 FG = FINISH GRADE it- N M .0 . iNI- NI"� M M• � AS-BUILT TC 370.42 O o TC 369.08 �' + o FL 368.58 0 DATE �FL 369.92 o TC FL )\I I2`l TC 370.60APPROVED `,)4 FL 370.10 rnl ul O SW BUTTE TERRACE O 0 rn GRADING NOTES: - _ _ - , 9 , TC = TOP OF CURB AC = ASPHALT CONCRETE BUTTE TERR Et MURDOCK ST (NW) - PLAN - FG = FINISH GRADE SURFACE CURB RETURN TABLEI HORIZ SCALE: 1" = 5' - PR(ZF(�� (0)\\ 2` CURVE LENGTH RADIUS DELTA CHORD BEARING START STATION END STATION � � N "J� TG = TOP GRATE �; c‘..\GI FFA Cl 31.43' 20.00' 90°02'41" 28.30' N44°44'39"W 12+69.54, 16.00'R(MURDOCK) 1+36.03, 12.00'R(BUTTE) • 54703 TW = TOP OF WALL - \\ (NI.3. I v�G<OREGON SW = SIDEWALK 380 380 `�4/N M.�`� No-ccNrl GB = GRADE BREAK RENEWS: 6/30/2025 0 co HP = HIGH POINT O 5 I o ( XXX.XX) = EXISTING GRADE o + Lr) WO c0 9 N .0 COrnXXX.XX = PROPOSED GRADE EAST N N ^ O ii Ot_ > If1 •M R O ^ CD O II W M 00II M II M O N > 0- LU Z N Q II < II II M - J BUTTE M N� + O N > 10 > � II d LU LL O ^ O M > J d W N W (Y II M Q 0 W > J 221 375 II N > w 375 U I 000 > � aw Ce oCN aw LL II M I- ill J CR1 - SW BUTTE a w ; I 06 2 TERRACE & SW - -4.90% - - - _ MURDOCK (NW) OTOP OF CURB 1.46% o 5°° - 5.00% _ - _ - 370 - - - - - - 370 -2.67% - - - - - - __ - - - - - - - ADA RAMP oC — — — — — — — — — — — — — — — — — — — — — 00 __ — — — — — — — - - Co i EXISTING GROUND m (1) - FUTURE CURB DESIGN - N -o Q o F. CURB RETURN I i PROJECT NO.: 130-009 In C - 365 365 0 TYPE: AS-BUILTS 3 0+88 0+75 0+50 0+25 0+00 -0+12 REVIEWED BY: JMH A 0 0' '1,' SCALE 5 0 2.5 5 CR1 PROFILE - BUTTE TERR Et MURDOCK ST (NW) HORIZ SCALE: 1" = 5', VERT SCALE: 1" = 2' 1 INCH = 5 FEET a z CR1 _ - - - - - - - - - - - I M 1 Building Dreams, Enhancing Lives David Weekley Homes .• Ni'cj--)1 SW BUTTE TERRACE TC 369.08 TC 369.36 0 FL 368.86 ° o 0/FL 368.58 n M M TC/FL 368.82 o q' 42 ,s`\ p J A 0.6/ A = p 4 �oX'�' TC/FL 368.76 0 90 0 � � A \ b V g. Q o 00 C� �>> bg1'14 3" CURB HEIGHT AT w I Q h 0 O j� c\x'• END OF WING w O 0 0 ► TC 368.57 H , ,, A �� 5y '°lh\° 0 0/64 v FL 368.32 Y GENERAL NOTES: I:!.........••.€'I:1 x'20' A s?, �zO 1. ADA RAMPS TO BE CERTIFIED BY DEVELOPER'S PACIFIC COMMUNITY DESIGN \o • So C SW 369.45 7.so bOh �%° ? ENGINEER. I .0 12564 SW Main Street Tigard, OR �/• v' TC 368.40 1 97223 SW 368.91 6.53' �o �.o �p 36g. FL 367.90 10 [T] 503-941-9484 1111101111P00111111041111111101111111011111111100. 01110���111_00011111111110 ^1110111011110w1110,0111111/`'INIIIII G5 0,13- I 3RD SUBMITTAL: ABBREVIATION LEGEND: 2ND SUBMITTAL: SW 368.85 1ST SUBMITTAL: 04/20/2024 x FL = FLOWLINE/GUTTER � � v � TC = TOP OF CURB REVISIONS NO. DATE DESCRIPTION SW = SIDEWALK 368.01 2.5% GB 0+31.40 FG = FINISH GRADE TC 368.01 1 TC AS-BUILT FL 367.51 FL DATE (1)'1,\kLi N APPROVED J v x LP GB- 367.28 GRADING NOTES: 0+41.40 BUTTE TERR Et MURDOCK ST (NE) - PLAN TC = TOP OF CURB HORIZ SCALE: 1" = 10' AC = ASPHALT CONCRETE FG = FINISH GRADE SURFACE CURB RETURN TABLE TG = TOP GRATE �o�G I NE- CURVE LENGTH RADIUS DELTA CHORD BEARING START STATION END STATION 5470E 3 C2 31.40' 20.00' 89°57'19" 28.27' 545°15'21"W 1+35.97, 12.00'L(BUTTE) 13+33.54, 16.00'R(MURDOCK) TW = TOP OF WALL • \\�� .0 - OREGON c;• SW = SIDEWALK ( s o GB = GRADE BREAK RENEWS: 6/30/2025 N 380 380 Q I HP = HIGH POINT N vLIJLU I (XXX.XX) = EXISTING GRADE XXX.XX = PROPOSED GRADE 0) `(,) EAST z BUTTE uJ w c, Lio O 375 ' 8 L 375 1-U1 O O M M LC) .0 W• LU O O O O O N O " M " M " M CR2 - SWBUTTE mII M I_ Il II Q �� N II W " w > M o TERRACE & SW <" v, w aw aw aw ii M o 00 + • O 0.6 aw " M TTr ERRACE •U a ilO II rn MURDOCK (NE) D w >, > C- w H II N > 11 a- w N TOP OF CURB 6 370 370 0 0.55% - -0.35% -1.46% - i `� c ta 10.75% - - - - - - - - - - - - - - - - -N 5.06% a) - - - _ _ _ - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - - - - ADA RAMP \N _ _ _ _ ____ - 7.30% -o U) Q 2 EXISTING GROUND --FUTURE CURB DESIGN N0) I 0 PROJECT NO.: 130-009 CURB RETURN -I TYPE: AS-BUILTS 3 ° 0 365 365 REVIEWED BY: JMH 0. -0+55 -0+50 -0+25 0+00 0+25 0+50 o SCALE q 5 0 2.5 5 co° CR2 PROFILE - BUTTE TERR Et MURDOCK ST (NE) ��� o HORIZ SCALE: 1" = 5', VERT SCALE: 1" = 2' 1 INCH = 5 FEET a z C R2 \ N, J Building Dreams, Enhancing Lives David Weekley Homes \ - ---- - - ------ .. worr �__-— 1/8 PT STA O+61.98 \\,. 7 -- TC 361.69 \ \ 1/4 PT STA 0+927 .27 5.00' PUBLIC N TC 362.09 FL 361.19 SIDEWALK \ / FL 361.59N--4 p _ E\SEMENT, TYP. \\ / /// / p p\ \ \ r \ \ / // // 4 r \\ , N\\ \ \ \ 3/8 PT - STA 0+05.00 / � � \ \ TC 362.49 4 v �,_ _ GENERAL NOTES: Plimili \ FL 361.99 \ / �\ 5.00' PUBLIC 1. ADA RAMPS TO BE CERTIFIED BY DEVELOPER'S \ SIDEWALK ROW PACIFIC COMMUNITY DESIGN \ / /_ p a _ EASEMENT, TYP. ENGINEER. 12564 SW Main Street Tigard, OR \ / / 97223 / PRC - STA 0+05.00 ° ' [T] 503-941-9484 / TC 361.29 / FL 360.79 p � a 5.00' SIDEWALK � I 3RD SUBMITTAL: / //184 p d ABBREVIATION LEGEND: 2ND SUBMITTAL: 1ST SUBMITTAL: 04/20/2024 / /' \-.0.0 3/4 PT STA 0+25.02 C� / / / TC 361.20 0 5.00' PLANTER FL = FLOWLINE/GUTTER I / / FL 360.70 ,o REVISIONS TC = TOP OF CURB I / �,e , o NO. DATE DESCRIPTION 1/2 PT STA 0+18.35 0 o I / / 1,1� TC 361.12 ° o SW = SIDEWALK I I p FL 360.62 o FG = FINISH GRADE HP 1/2 PT - STA 1.52.85 I 1/4 PT - STA 0+11.67 PC - STA 0+05.00 TC ASBUIL....1 TC 361.07 TC 361.04 FL 362.39 �� AC 362.08 ._____T137,, FL 360.57 FL 360.54 /—FL DATE �I\I�2� �I� 362.89 OI y — — — - — - — — — — - — I APPROVED J HP G� 1+52.85 I �4 6+73 t 6+00 1 \ \ ____ BUTTE TERR CUL-DE-SAC (W) - PLAN GRADING NOTES: HORIZ SCALE: 1" = 10' TC = TOP OF CURB AC = ASPHALT CONCRETE FG = FINISH GRADE SURFACE 0 PROF (0)\112Lt � TG = TOP GRATE ��s I NE-4,,p* • � 54703 CURB RETURN TABLE TW = TOP OF WALL �� .o CURVE LENGTH RADIUS DELTA CHORD BEARING START STATION END STATION OREGON 9,0 N C3 26.69' 28.00' 54°37'20" 25.69' N28°07'27"E 5+62.71, 16.00'R(BUTTE) 5+85.54, 27.79'R(BUTTE) SW = SIDEWALK vqG�y 9, u \-\ NM• v N C4 242.32' 48.00' 289°14'49" 55.58' S89°11'17"E 5+85.54, 27.79'R(BUTTE) 5+85.54, 27.79'L(BUTTE) C •N o - GB = GRADE BREAK RENEWS: 6/30/2025 o N Q HP = HIGH POINT v (XXX.XX) = EXISTING GRADE w N XXX.XX = PROPOSED GRADE EAST cp z BUTTE LU 375 375 r U r w o 0 1- o w I: o o ,- r r o 0 o CURB RETURN - m II M II M N 370II i_ II 370 SW BUTTE - w � > LI)J TERRACE (W) N d w d W IL U O 0 EXISTING GROUND 365 365 co — _ — _ _ - - - 1.32% $ O _ 0.53% °' 360 — — — 360 co TOP OF CURB-/ J) Q i PROJECT NO.: 130-009 � ' 355 355 0 TYPE: AS-BUILTS 2 1 +50 1 +25 1 +00 0+75 0+50 0+25 0+00 -0+12 REVIEWED BY: JMH 0 o CR3-CR4 PROFILE - BUTTE TERR CUL-DE-SAC (W) o SCALE Q HORIZ SCALE: 1" = 10', VERT SCALE: 1" = 2' 10 0 5 10 o i 0 1 INCH = 10 FEET CR3 a 2 Building Dreams, Enhancing Lives David Weekley Homes I I .• ► ► — — — — — — — — ► I HP GB:; 362.49 I 0 I—I" 6 731+52. 15 6+00 AC 362.08 3/4 PT - STA 2+94.03 PT - STA 3+00.71 \ :o TC 361.05 TC 361.03 N FL 360.55 FL 360.53 HP 1/2 PT - STA 1.52.85 \ ° ,+o + .o si TC 362.89 7� o \ � w � �0 1/2 PT - STA 2+87.36 • � \ FL 362.39 \ -` TC 361.07 o o+ \ \ FL 360.57 r' 03 \ I \ ,,,` No/ 1/4 PT STA 2+80.69 I\ \\ A TC 361.09 a 5.00' P ,TER \ \ ` FL 360.59 6 J ° u �)•9 70 ° ° 5 O0' SIDE ALIO ° GENERAL NOTES: Pli Di 1 i \ 4cP n 1. ADA RAMPS TO BE CERTIFIED BY DEVELOPER'S ) \ \ / \ \ PRC - STA 2+74.01- 6:6) N _—_ ROW - ENGINEER. I PACIFIC COMMUNITY DESIGN / \ \ ° TC 361.14 , 5.00' PUBLIC 12564 SW Main Street Tigard, OR \ FL 360.64 L / SIDEWALK 97223 / / \� \V ° ° ° _ EASEMENT, TYP. [T] 503-941-9484 1 \ / / / 5/8 PT SIT/NCI+83.14 ` \ / I I 3RD SUBMITTAL: / / \ 362.45 ' ABBREVIATION LEGEND: 2ND SUBMITTAL: r / FL 361.95 \\� ° // j i 1ST SUBMITTAL: 04/20/2024 / \ 3 ` / / FL = FLOWLINE/GUTTER L. / \ \ ° / / REVISIONS \ \\ \ ° / / TC = TOP OF CURB / \ / // — NO. DATE DESCRIPTION / \ \ ° 1 ,10 ° / / / SW = SIDEWALK / \ \ // / / FG = FINISH GRADE i \ NN �� �° ° p ° ���5.00' PUBLIC /// AS-BUILT ° SIDEWALK r / TC—\it N 3/4 PT STA 2+13.43 \ — — � —--- EASEMENT, TYP, FL DATE (Dh'I2`l \ TC 362.02 i APPROVEDJ FL 361.52 7/8 PT - STA 2+43.72 7 -,,, TC 361.58 �� FL �-- � /2 � \ � / GRADING NOTES: / ' \ TC = TOP OF CURB BUTTE TERR CUL-DE-SAC (E) - PLAN HORIZ SCALE: 1" = 10' AC = ASPHALT CONCRETE FG = FINISH GRADE SURFACE 0 PRO/ (0)\\12Lt � TG = TOP GRATE ��s NE-4,,, * • � 54703 � E CURB RETURN TABLE TW = TOP OF WALL \ xc \ a v OREGON c? CURVE LENGTH RADIUS DELTA CHORD BEARING START STATION END STATION GZ y ZOO N SW = SIDEWALK 9 C4 242.32' 48.00' 289°14'49" 55.58' 589°11'17"E 5+85.54, 27.79'R(BUTTE) 5+85.54, 27.79'L(BUTTE) 9' IN M.Ns� c� c\IC5 26.69' 28.00' 5437'29" 25.70' S26'29'57"E 5+85.54, 27.79'L(BUTTE) 5+62.71, 16.00'L(BUTTE) GB = GRADE BREAK RENEWS: 6/30/2025 N Q HP = HIGH POINT v (XXX.XX) = EXISTING GRADE Lu Lu = XXX.XX = PROPOSED GRADE EAST cp z BUTTE LU 375Ln375 rY Ln N O• U In 00 N 00 W II M 0• N. i- II N o 0 o CURB RETURN - OO > J II M II M d W 370 N ; N ; 370 SW BUTTE 1- a w - w TERRACE (E) U O 0 TOP OF CURB 365 365 U o` - o -1.44% 0 0 co -0.31% ',7<, O tu 360 _ — — — — — 360 - - - i — — EXISTING GROUND — _- — - _ _ Lo i PROJECT NO.: 130-009 0) 355 355 0 TYPE: AS-BUILTS 1+50 1 +75 2+00 2+25 2+50 2+75 3+00 3+12 REVIEWED BY: JMH 0 0, o CR4-CR5 PROFILE - BUTTE TERR CUL-DE-SAC (E) o SCALE Q HORIZ SCALE: 1" = 10', VERT SCALE: 1" = 2' 10 0 5 10 o i 0 1 INCH = 10 FEET C R4 a 2 CURB JOINT DRAINAGE BLOCKOUT I Building Dreams, Enhancing Lives SEE STD 3" I.D. SCHEDULE 40 David Weekley Homes DETAIL NO. 146 L..• 5' MIN. SEE NOTE 5 ROW 1'� 6' DWV (ABS OR PVC) EXISTING DRIVEWAY - PIPE W/COUPLING MATCH WIDTH & GRADE _i 1" BATTER - n=R=n=u=n n= = 1 A R/W LINE 2% =�r-o-n=n=n=1 1=n=n ar=:ii-ii=n:=:u=n: n=u= ROAD 1 6' R . iin.il. ROAD .. ,-':�i;;''''... �:... .1'11�1... . »:.:�;;9 T --,� nal.n: 6" SEE NOTE 3 _f-'ii fl i f1 f>° f l =1 -�Il-((1=f f=-III-' t . - ° n=1. 12" ° -I 11=1 11=1 11=1 11=1 11= -I 11=1 11-1" ° � � 11- • I I I j I- I I i-I I- nn.n. I1 =1 I I1 I L- 6" a 1/2" ,�,I,I: a ° u-n 2% SEE NOTE 4 2" OF 3/4"-0" BASEROCK ° ° ° a' MAX. =II= 5 MIN SIDEWALK 0 0 0 o 4=11= 1 / COMPACTED SUBGRADE BASE COURSE f iii= SEE =n =. 24" LANDSCAPE SEE NOTE 2 ,.....r.„,- NOTE 3 LANDSCAPE SIDEWALK ADJACENT TO CURB COMPACTED SUBGRADE STRIP STRIP PLANTER IN---0 5' MIN. ROW A STRIP 1 6" 1. CONCRETE TO HAVE A BREAKING STRENGTH OF 3000 P.S.I. AFTER 28 DAYS. 30' MAX 2% . . . I► 3' ► 3' ..,: ..:,_.;.:._: ::^.:_..;..•':�,: .:�:•:.::,°.:';.:: 10' MIN PACIFIC GC�IvIMUNITY DESIGN ROAD ^" "'''" ' 2. EXPANSION JOINTS: 1-'�If�ll'f�11T�fly 1. "fill-((1f�f=�111� ° �I11E111 111=III=III��- iIIII 1I1-11' A. TO BE PROVIDED: PLAN =1 I I71 I I-1 R/W 1) AT EACH POINT OF TANGENCY OF THE CURB. �P� 12564 SW Main Street Tigard, OR 2" OF 3/4"-0" 2) AT EACH COLD JOINT. 8 �R\`�� T 503-941-9484 97223 BASEROCK 3) AT EACH SIDE OF INLET STRUCTURES. 3/4" PROJECTED TOP / COMPACTED SUBGRADE / OF CURB 2% MAX 4) AT EACH END OF DRIVEWAYS. ~. c. 3RD SUBMITTAL: 5) AT LOCATIONS NECESSARY TO LIMIT SPACING TO 45 FEET. 2ND SUBMITTAL: SIDEWALK AWAY FROM CURB B. MATERIAL TO BE PRE-MOLDED, ASPHALT IMPREGNATED, NON EXTRUDING, STREET % . - III=III-II /1/4,14, IMPREGNATED 1ST SUBMITTAL: 04/20/2024 d _11 ° Fw 1. 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. /� O�O a II-11 Imo. ,I)- REVISIONS 3. CONTRACTION JOINTS: ° 0 00 0 0 04 • •- 1III II 2. PANELS TO BE 5 FEET LONG UNLESS OTHERWISE SPECIFIED. o 0 004 . 111=111 00 00 0000 0 °_ og.,00 °o oo° .Ve 1 I1 SEE NOTE NO. 4 NO. DATE DESCRIPTION 3. EXPANSION JOINTS & CONTRACTION JOINTS SHALL BE 1/2" PREMOLDED ASPHALT A. SPACING TO BE NOT MORE THAN 15 FEET. o0 0 0 00 , IIIIII=11 -III-III As required in STOP SIGN LOCATION Off typical sections (INSTALL 4" PVC SLEEVE UNTIL CROSSWALK Street of construction PERMANENT SIGN INSTALLATION) STRIPING Building Dreams, Enhancing Lives Street plans -� j Area - PC/PT David Weekley Homes /7/A 1 T-cut (see rcs, Surfacing note 1 ) SIDEWALK CURBSIDE Topsoil or asO 3. 7 scop Pte, directed Base Material i,y, 'tee os. So �7 0 0 0 TRUNCATED DOME �'' 0 CC o U DETAIL /s co fe°-o � 1 P ul > - I p I- 1/\ \� :),2<\ o0 � _ U U U U �P� �%� U wS > _ +, E O O O o c--) R`' EXPANSION CI O OO O ofw O�Jc� JOINT (TYP) x 0 E c E c ``-P Yw Io' I~ Q z i �• C cn CURLB Q I- PC/PT 0) U Co 0.� Q w .tea ° C= O �' N U ..• ...- 1:r.............,imi) �� ... .... N ,,, Q N I cr ia) 0 a) 0_ PACIFIC COMMUNITY DESIGN 0 v— , L_ 12564 SW Main Street Tigard, OR RAMP TEXTURE 97223 • Q ° ��� r 0 o-) PATTERN DETAIL PLAN VIEW 6" M l n bedding „ [T] 503-941 9484 3RD SUBMITTAL: below outside of 6 6 2ND SUBMITTAL: MINQ' lN 1ST SUBMITTAL: 04/20/2024 pipe bell 3/4" — 0" 4' 4' 6" crushed aggregate t _ _ _ FLUSH REVISIONS ° _ -_ 2�-� 12: �•� I •� III III , NO. DATE DESCRIPTION 10.1. 1=III—III-11 °eo- ."000'.°°° .-oo��oaoleo 1 �° �� - � '' —1 I I—III—I —�I Il III °111 I° 11 i— 1— - `1 '° ' 1-111-111-1 11—I I I _I I o o',-a o 0 0: o I 0������//�//�� 2' Min Trench \\iii\ \ \� ,....--\\_..-W I 11—I 1=1 - ==I. -.o.o ° oo o 0 0 00 \ ---_,...-..2-\„,\ \-- 11 11111 &000o 0 0°0000 0000 0 foundation \\ \ 4' P.C. CONCRETE 8�0�0 ° 0o0 0 00 stabilization 111=11 =111 00. 00 00c00o As_BuILT if required 2" 3/4"-0" AGG. BASEROCK 1—III11 0 0 0 0 0 o DATE (Oh ll2`I NOTE: ADA RAMPS TO BE CERTIFIED SECTION A—A BY DEVELOPER'S ENGINEER. A:PROVED J NOTE: NOTES: 1. CONCRETE SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 3000 P.S.I. IN 28 DAYS. 1. 1' T—CUT FOR PIPE ONLY PROJECTS. 2. CONTRACTION JOINTS SHALL BE SCRIBED 3/4" DEEP AND RAMP PANELS SHALL BE BE 2. JOINTS TO BE TACK AND SANDED. EDGED ON 4 SIDES. 3. EXPANSION JOINTS SHALL BE 1/2" ASPHALT IMPREGNATED MATERIAL OR EQUAL. 3. SAWCUT SHALL BE TACK COATED WITH BITUMINUS ASPHALT EMULSION. 4. SURFACE SHALL HAVE A MEDIUM BROOM FINISH WITH TROWLED EDGES ON ALL SIDES.. 5. COLOR OF DOME AREA SHALL BE COLONIAL RED OR AS APPROVED BY ENGINEER. 6. SEE STD DETAIL NO. 146 APPROVED BY: CITY OF TIGARD APPROVED BY: NO SCALE CITY OF TIGARD NO SCALE OREGON MICHAEL A. STONE, P.E. OREGON MICHAEL A. STONE, P.E. IrrENGINEERING DIVISIONWHEELCHAIR RAMP �� TRENCH DWG. NO. PUBLIC WORKS DEPARTMENT CITY ENGINEER DWG. NO. ENGINEERING DIVISION CITY ENGINEER PUBLIC WORKS DEPARTMENT 13125 S.W.HALL BLVD. IM 13125 S.W.HALL BLVD. TIGARD,OREGON 97223 JANUARY 2013 STANDARD CORNER28 ��7� TIGARD,OREGON 97223 JANUARY 2013 BACKFILL 1 80 _ MGM) VOICE:(503)639-4171 TIGARD VOICE:(503)(503)639-4171 FAX: (503)684-7297 APPROVAL DATE FAX: 684-7297 APPROVAL DATE 0 PROFF�'(+ �I\ll2y 54703 3 GENERAL SIGNING NOTES: GENERAL SIGNING NOTES CONT: �.. - \\ Q 1. Contractor shall supply and install all signs,and is responsible for staking sign locations and 5. POSTS: • E vG OREGON o obtaining utility locates for staked sign locations. Signs shall be located per typical sign location or as shown on the plans. It is the contractor's responsibility to verify the final street names with A. A 2 X 2 inch X 10 foot(min.)galvanized"Unistrut Telespar"12 gauge perforated posts SIGNING SIGNING STOP v'9�Y 9' 2 X. the County Survey Office at 503-846-8723 before ordering and installing street name signs. or approved equivalent shall be used. DETAIL DETAIL 12"min. (24"typ.) /N M.N �,,� sign clearance to �j 2. All signing shall conform to the Manual on Uniform Traffic Control Devices and the City's B. A 2 inch X 2 inch X 12 foot(min.)galvanized"Unistrut Telespar"12 gauge perforated street .e permanent signing legend.Spacing between letters,words, numbers,and/or symbols shall be in posts or approved equivalent shall be used when a combination of signs is more ••''� RENEWS: 6/30/2025 PP qSign name Sign name v conformance with the Standard Alphabets for Highway Signs in the MUTCD. than 36 inches in height. Sign combinations and minimum sign mounting light shall N MUTCD number MUTCD number L. 1 N O determinepost length. :•;'..!••••••••:'•:i-',:l? N g Sign size Sign size FOR LOCAL STREET INTERSECTIONS(< 25 mph): __ N Eight(8)inch 0.100 inch flat blade aluminum blanks. C. Large signs may require larger posts than the minimums shown above.See ODOT Std. • _:...1- `'' .:'••:,' Drg.TM681 for additional post sizingrequirements. (3 second gust winds speed=95 Sign number LETTERING: Four(4)inch initial uppercase with(3)inch lowercase Series D MPH) '•• • • EXAMPLE SIGNING LEGEND ''"•• PREFIXES:Three(3)inch uppercase Series D "••.�•:••':• :.; "•'•• N SUFFIXES:Three(3)inch initial uppercase with(2.25)inch lowercase Series D D. No wood, round metal,or other type of post shall be used unless sign is within +: "' ; ";," �.''.;) ',•'�.:,� vl SUPERSCRIPT FOR NUMERICAL STREET NAMES:Two(2)inch uppercase Series D decorative sign district. ' r• •" ' •. ,•• •-Sid •• - . ' ; • 2' ...:,. EAST RI A. FOR COLLECTOR AND ARTERIAL STREET INTERSECTIONS(< 40 mph): 6. All signs shall be aluminum. Plywood and polyplate are not allowed. �•••i° .. LL I ^••go,•,o, 0 Twelve(12)inch 0.100 inch flat blade aluminum blanks. ^•ggg•ge,,... 7. Contractor is required to submit shop drawings for City approval prior to fabrication of • • BUTTE ,�. w LETTERING: Six(6)inch initial uppercase with(4.5)inch lowercase Series D all non-standard drawings. PREFIXES: Four(4)inch uppercase Series D ,,,G•ce ic Min.vertical clearance v.) SUFFIXES: Four(4)inch initial uppercase with(3)inch lowercase Series D 8. Minimum size for speed limit signs shall be 30 inch x 36 inch. 7 ft. to base of sign or p/d N SUPERSCRIPT FOR NUMERICAL STREET NAMES:Three(3)inch uppercase Series D 9 ft. to base of street name itPp oN sign if mounted alone Step a B. FOR MULTI-LANE COLLECTOR AND ARTERIAL STREET INTERSECTIONS(>40 mph): SIGNING CALLOUT NOTES Face of curb Eighteen(18)inch 0.125 inch flat blade aluminum blanks. Lu Lu LETTERING: Eight(8)inch initial uppercase with(6)inch lowercase Series D 0 Install new sign PREFIXES:Six(6)inch uppercase Series D TYPICAL STREET SIGN PLACEMENT SUFFIXES: Six(6)inch initial uppercase with(4)inch lowercase Series D e Install new sign(N)on new(M)support SUPERSCRIPT FOR NUMERICAL STREET NAMES: Four(4)inch uppercase Series D Remove existing sign(N) Sign tree I�_ STREET C. FOR SIGNALIZED INTERSECTIONS: O QTwenty one(21)inch 0.125 inch flat blade aluminum blanks, mounted to mast arm or strain Al Z w pole for span wire signal systems. © Remove existing sign(N)and(M)support Sign tree DETAILS 2 a LETTERING:Twelve(12)inch initial uppercaseMAJOR ST. with (9)inch lowercase Series D w PREFIXES: Eight(8)inch uppercase Series D Reinstall sign(N)on new(M)support Lu SUFFIXES: Eight(8)inch initial uppercase with six(6)inch lowercase Series D cSUPERSCRIPT FOR NUMERICAL STREET NAMES: Six(6)inch uppercase Series D ® Maintain and protect existing sign(N)and support 1i+7\ Sign tree Sign tree N 0 3. Use ODOT standards for mast arm street name sign spacing. 0 Reinstall existing sign on existing support Cross Intersection Tee Intersection N 4. COMMON ABBREVIATIONS: E Ave=Avenue Ln=Lane Rd=Road N=Sign number Signs shown with broken TYPICAL INTERSECTION SIGN PLACEMENT QBlvd=Boulevard Lp=Loop St=Street M=Materials,options are: borders are existing Cir=Circle Pkwy=Parkway Ter=Terrace S=Steel"Telespar" %6'galv.or o Ct=Court Pl=Place Way=Way aluminum O Dr=Drive alloy washer o SHEETING MATERIALS: % %"x7/6" School warning signs: Diamond grade florescent yellow/green \All drive rivet N reflective sheeting,Type IX 0 Sign face 1 f `n Overhead signing: Diamond grade reflective sheeting,Type IX ' (including street name signs) Pre-drill ends and rivet _05both signs together All other signs(post mounted): Hi-intensityprismatic reflective sheeting,T e IV N ) Type I I Anchor sleeve Zy" Q sw Center St 3"-4"above x ZX", 18"deep ,l1 1311EICE. One manufacturer's sheeting splice is permitted per sign.Contractor splices are not allowed. curb or Splice shall be horizontal with the upper section overlapping the lower by a min.Y8 inch. �—� Anchor 2Y"x 2y", N sidewalk 36"deep PROJECT NO.: 130-009 sw Main St Pre drill ends and rivet / q�/ TYPE: AS-BUILTS both signs together �j�J j`�j Post 12' deep 2"x 2 �'� p / REVIEWED BY: JMH o TYPICAL STREET NAME SIGN TEXT LAYOUT ��%�H ,i� o �- - PI Sleeve — / �`,•�`��� :' Anchor NOTES:- . No nuts or bolts will be o permitted tofasten any sign to O ,1 %"x%6'steel metal posts. M MI 2. Two drive rivets at right angles STANDARD DRAWINGS SCALE: NONE TYPICAL SIGN POST INSTALLATION faor tight angle boosthese b se used to TIGARD fasten the post to base 40 5 aSIGNS AND SIGNPOSTS `DATE:MAR 2021 D2 . 02 / t \ LOT LOT LOT - \ I Building Dreams, Enhancing Lives 5 4 3 LOT `)x David Weekley Homes \ � 2 �\ I LOT h+59 - �. 6 _ - _ INSTALL CL 50 RIPRAP IIII // ' - PROTECTION ON EXISTING 5A ( ' . j vh CHANNEL BETWEEN EXISTING �( /\ I Lig? 'o 1 / / ° N N OUTFALL Et NEW INLET. SDDI / - - o I 13.00' PUE, TYP. ' - ° j ,� \ SDMH 10.00' SDMH X \ / ,/ • ' 3C PUE, TYP. 3D ( / I ( �� AI 1 SDMH / s 1 \ 3E LOT \ I.: �, w wdillir w ■1! �� ,� �� i ' / „ ' 1 I I o So s� � �' GENERAL NOTES: LOT I 6+73OA 6+00 ,M 0 `�EM Eti 1` s 04x0 ( ; ,• : ; 1. ITALIC STATION LABELS INDICATE PIPE s - ss ss ss W �� _ 11 ' s +�� 'I' L! y i STATIONING. lit Fr,ei:',111 ° \ / SDMH sp , -� _ / �_ �.ull 2. ALL PVC PIPE TO BE ASTM D3034 UNLESS N !R_�!�_Me ° li s ��`_ �. PACIFIC COMMUNITY DESIGN o o ��.___ / .. -4."P., . OTHERWISE NOTED. \ is 40.1 �� ss 4x00 5A 12564 SW Main Street Tigard, OR 23 ' \ \ II ' �,� ' 2 w O SDMH � +00 ��_�-," I o [T] 503-941-9484 \ _ � / SDMH 1 C SDMH - lf: . \ - - / 3B 601N WQ I 1D STORM NOTES: 3RD SUBMITTAL: \ - ' SDMH I O .IP S®DMH \ �� SW BUTTE TERRACE' 04/20/2024 O 2ND SUBMITTAL: �` 1 INSTALL STORM MANHOLE PER CWS NO. 010, 1ST SUBMITTAL: -- 2A 601N FC v 1B 10.00' " SHEET D3.01. SDDI _ g- PUE, TYP. -,_ �,A. , REVISIONS S, 2B I - - _ _ - - - _!•�� I ® INSTALL 60" STORM MANHOLE PER CWS DWG \\, OUTFALL 0110 - _ _ - - _ ` NO. 010, SHEET D3.01. CONSTRUCT INSIDE NO. DATE DESCRIPTION V LOT 3A �- 1II LOT DROP PER CWS DWG NO. 080, SHEET D3.01. /� 10 ( .) 11 1 .,.,, .or SDDI o - n 1 L INSTALL STORM MANHOLE PER CWS NO. 010, Q �'� LOT 2C SDMH SDMH Q SHEET D3.01. CONNECT EXISTING 10" CMP ✓Al 8 LOT 1 E 1 F O CULVERT TO NEW SDMH. As_BuiLT ce \/ 9 Ilol��I21 �1 l & © INSTALL DITCH INLET PER CWS NO. 390, J �, � SDMH -1111 CONSTRUCT 6" THICK 2' WIDE � SHEET D3.03. AppRovEDpA TE CONCRETE CAP OVER v 1>( III 1A o END 10' OF STORM LINE. LOT i \ 1L 12 -� W w linx o oC — INLET DATA: //I/ \� EXISTING CULVERT TO REMAIN I' /� 'i\ \� I ) Nr u // — ►. — p 11 X X X X X X X — — / 0 5A SDDI 1G 0'TI! - 5+43.94, 0.00' / I r �}A / vxi (SDLN-1) �� RIM = 362.37 _/_ 3 \�41/4 \�/ �� �' � I N ,' 12" IE OUT = 359.50 \ ^ / 113.28 LF (PVC ASTM D3034) \ / @S=0.0139 N / t x $.SDLN-1 - PLAN 54703\ 4) N1"HORIZ SCALE: = 30' - \\ A �. OREGON ', 370 370 � GlY s • 1,0 o 4/ ir-4/N M• N-� EXISTING SD OUTFALL RENEWS: 6/30/2025 10" CPP, IE=362.88 Jw O 06 FINISHED GRADE � - - - - - - - - - - - - - - - -^ z Q _ - - 12" SD/4" SD - . II 113.28 LF 1®2"s(PVC ASTM D3034) 0 360 1 , ` _ _ — 0.86' C. 1 =0.0139 — 360 EAST A—j BUTTE EXISTING GROUND I 1 - o 1 _8" WT/12" SD �� I I 1.14' CLR rn o _____ j i' 8" SS/12" SD M 1 -99- 4 LF 12" (PVC ASTM D3034)J v w 3.58' CLR 102.69 L+ �,, @ S=6-9494 0.0134 co' � 16.25 18.93 LF 12" (PVC ASTM D3034)j z w 3 / - _ _ 4" SD/12" SD 42.79 LF 12" (PVC ASTM D3034) @ S 0.01�� N + o J o / o 0 0.53' CLR @ 5=0.0629 N Lo SDLN-1 w 350 / J 114.77 LF 12" (PVC ASTM D3034) ,o Z n M 350 li / 0.0093 38.00 LF 12" (PVC ASTM D3034) o N. N m P LAN & O0 O @S 0.0214 w `+ Mme ' M 1 Mw - � � 0.0145 J z � M � ' T o < D < � N PROFILE CO r O t, W W M Z Q ce � N^.. to to m to _ M �O - Q V / L° - U Ln1 N V M = 1 I..- M w W O J 3 M,-• tT 11 0 Q D Q - - O p 1�O _ • o rn 11 I- to lln m t~ 2(1'1 (1'1 O`- + W + so Z O Ln1 t:'. I� M Z ni Z N 1L/1 = 1" I T M LLA W `Oczi Lf�1 M H t1~1 tT co'` L ',^' t/'1 V~1 m V1 2'(1'1 (1'1 t W n� ,7p Z O O Ln W l.1 1� .o p z = ON Ln Q D fl M W W -o + W t so — = Q - :87 340 i 7 Mtn = ar Q rnii W W M M o � m � 2 � J � 3 " 01- mi- -Ni � 340 L2 o t� MJ •1- W N c so rn O 1 N • ,• u, H � 8 J 3� Ln ,<,(/' - + w + ZOZ o rn• coN.: _ W W W • rn Q Q - O' C• .O ii M 0 to 00 to .o m (Ni oM ° M -,1- 2 = 7,- ,-, www W cV M Z Z O Q Q II W W W / Ln Ln .0. Ln ce,- ,- PROJECT NO.: 130-009 I NATIVE BACKFILL I CLASS 'B' GRANULAR BACKFILL TYPE: AS-BUILTS 3 330 330 0 A 0+75 1 +00 2+00 3+00 4+00 5+00 6+00 6+25 REVIEWED BY: JMH 0 0 o, SDLN-1 PROFILE S30 0 15 30 3 0 0 CALE 0 _ . . . o HORIZ SCALE: 1" = 30', VERT SCALE: 1" = 5' () 0 1 INCH = 30 FEET a z N \ LOT LOT LOT LOT EXISTING CULVERT / `\ 1 5 LOT x 1 x xI 1\ , 6 2 1 ` N Building Dreams, Enhancing Lives SDMH SDCB SDMH 112_ / ' - \\ David Weekley Homes 3C 3C.1 3D SDDI ' - - _ , SDCB II 1G I � .. , \ I N. o _--/ '< - 4A 3C.2 TYP. / „ - / N 1 - + 1-- / // �, I \ 4B nSDMH N_/ �� � v I I 3E I / �' 10.00' 2( / �� I PUE, TYP. - - - - - - - - - - - 1 � ; 'T 1 '� / -- - - -- - - - - - i \I �� i X LOT X : n - - ____ - to 1 / II x / so 1 SDMH w N w I w w __•\ % ° \ / F -I-c 4A �ri 2+00 04\ II �i V D . -SD SD Sr �, / ' ' ,1 LOT I I ® I - *� s� ,_ _ \ :41Niiiiiii44111•414, \ / \\ ; .. aI7 I I 6+73 6+00 5+.o 4, GENERAL NOTES,: •r1Q ss 5s ss I ss SDMHss Q SDMH so �� -.1 I --` '� 11C 1D �� �� � - _ �j \ I ::so x „� .., -� - 1. ITALIC STATION LABELS INDICATE PIPE S� CONSTRUCT COMMERCIAL ���� 4, _, Frill?) STATIONING. 0 0 / DRIVEWAY DROP PER CITY - -- - - - so \ +moo_ - _ ss w SDMH ----- '-�/ ° 2. ASTM D3034 UNLESS / OF TIGARD DETAIL 143, - - - - _ _ \ o 1F ° o ° ° ALL PVC PIPE TO BE PACIFIC COMMUNITY DESIGN 13.00' .� ��' SHEET D2.01 SDMH w y�r -v OTHERWISE NOTED. \ �, / - 3+00 X PUE, TYP. \ -� / 1 B 2+00 Q �_ CONSTRUCT 8" THICK _ co , ss_i_ - + 12564 SW Main Street Tigard, OR \ CONCRETE MAINTENANCE I I \ T SDMH 97223 TERRACE , ' [T] 503-941-9484 N // ACCESS I SDMH \ 1E SW 3l 1TTE TER e C O Ili 2A 601 N FC © /� STORM NOTES: 3RD SUBMITTAL: _ - - _ - 1D I ill o TYP. 2ND SUBMITTAL: ; txD SDA\ SDMH g o= - - 5A ; I" INSTALL STORM MANHOLE PER CWS NO. 010, 1ST SUBMITTAL: 04/20/2024 3B 601N WQ `+^`' SDDI - - - - - - - - I SHEET D3.01. 1 1 \Q� 9 2B 10.00' - --- I REVISIONS \I LOT O PUE, TYP. "+ 1D INSTALL 60" WATER QUALITY STORM /1 10 13 I (a) - SDDI 11 MANHOLE PER CWS DWG NO. 250 0 260, NO. DATE DESCRIPTION y� I LOT OUTFALL II H 0 9 LOT 2C o SHEET D3.03. A 8 3A „/ I LOT Ioi I II INSTALL FLOW CONTROL STRUCTURE PER I o \\I 9 I x ce NOTCH WEAR WALL CWS DWG O. 27SHEET PER WEIR PLATE DETAIL. AS-BUILT /1 INSTALL 6' HEIGHT FENCE AROUND �� WQFACILITY PEREMITER. I o DATE, (D)\1kLt ' °� CONSTRUCT ACCESS GATES AND ,) INSTALL FENCE PER CWS DETAIL S o LOT x = © APPROVE J INSTALL 4" PVC STORM SEWER LATERAL @ _ i 1 792, SHEET D3.04 I 12 - u S=0.0200 MIN. PER CWS DWG NO. 520, - i-I- I ® I _-2-------.z.-_---,... - -- /\ \ o I o I- SHEET D3.02. SEE TABLE THIS SHEET FOR �/ \ SDMH / '� \ d- W LATERAL INFORMATION. EXISTING CULVERT t \ I - cc \ 1A Alt� �� ` \ ) c ~ I:IINSTALL CG-2 CATCH BASIN PER CWS DWG - , 1 X X X X X >( X )( >( Y. Y. X u X X )' L - u u X X Y u \r / N I /�/ 1 1 �� r I - - UO NO. 300, 310, a 320, SHEET D3.02. SEE \ / / n TABLE THIS SHEET FOR INLET INFORMATION. -f cn I\ \\0A,....,/ \-/..... I t„ 9 INSTALL DITCH INLET PER CWS NO. 390, \ �� _� // I N N SHEET D3.03. E SDLN-2 Ft SDLN-3 - PLAN ® INSTALL RIP-RAP HEADWALL AND MITRE a o PIPE, PROVIDE CLASS 50 RIP RAP OUTFALL HORIZ SCALE: 1" = 30' N PROTECTION (8' WIDE X 12' LONG X 1' THICK), ON GEOTEXTILE FABRIC. REFER TOPRorc (0I\\I2y N RIPRAP HEADWALL DETAIL, SHEET D3.04 �� �G l NFF /� oN AND OUTLET PROTECTION RIPRAP DETAIL, • 54703 370 370 SHEET D3.04. FINISHED GRADE @ (..< OREGON -, PIPE CENTERLINE '<y 9 20 0 `J EXISTING GROUND @ PIPE CENTERLINE i 360 360 �ir4/N M.\-\- 0 r ii - L EXISTING GROUND @cl_ce INLET DATA: RENEWS: 6/30/2025 06 FINISHED GRADE @ PIPE CENTERLINE PIPE CENTERLINE z Q4A SDCB 3C.1 PROPOSED FOR SDMH 1B DESIGN SDMH \ N � - - - ____ - INFORMATION SEE �� ' 14.50' R z SDLN-1 PROFILE SANITARY LINE, TYP. (BUTTE) RIM = 359.89 5.00 LF 360 • - _ _ _ 360 1 12" (PVC ASTM D3034) 103.13 LOF (PVC ASTM D3034) PROPOSED WATERLINE, TYP. o A - 12.89 LF 5=0.0000 � 12" (PVC ASTM D3034) o 1 - 1 I ® 5=0.0050 @5 -136Er0.1310 EAST 1 350 350 4A SDCB 3C.2 i 8" SS/12" SD 4+90.00, 14.50' L BUTTE L._ 2.65' CLR O 1 ► 1 a ���INSTALL 3.00 LF (BUTTE) _ _ • - - OF 10" DIP WITH RIM = 359.89 GRATE 10" IE OUT = 355.38 3 68.20 LF -55.45 LF 9.05 LF (PVC ASTM D3034) 12" (PVC ASTM D3034) 12" (PVC AS M D3034) @5=0.3579 Ili @ S 0.0054 @ 5=0.0050 18.90 LF 44.09 LF 0 350 '2" (PVC ASTM D3034) 0.0088 1350 12" (PVC ASTM D3034) N _ _ SDLN -2 & @ 5 0.0527 a, O 'I' @ 5=0.0050 N Z o 0 o z w dS 0.0463 - - MN ce �^, 3 z - " O Z 34.35 LF .. M M fY M w in Z w ^ o °' o� 0° r�i o v S D L N �� Q 12" (DIP) ce M MM --i' um: o z za, N• 0 � N , � ^ i M - p T' @5=0.0641 o J zvzN "' 0.ci Ln tri N N- 340 ,Z ON M � z � ^ per 140 _ _ p � _ PLAN & z Lel M Lf1 M M O /b M Q c Z ? -- r M W O um- cN z = 0 M O M W CO .p V1 V1 I./MI.(71 p .p Lf1 T W I, O M = _ M W O V~l �' N M W PROFILE cn z O z 3 p T T X11 O M p M + W + '. Z O - - O Q - - di J y �O 0 N l.) O� I� I I I M + W t �p Z 0 2 �j �j M - W_ 0 N N O O 'V O > p M + W + Z Z Z D = Nif r N M W W = Q r Q - to t1'1 �' t1'1 to �' N in z t7 in O M == y r a r„1 W W W W 0 a D Q 7 0 - I- - : " 335 I~NATIVE BACKFILL�I 335 Z Q O O N. M M In II C Q = Q �_ to to m to - M N '.O M I- 0 H CO H N fV O fV O M O m- II to t/1 tPl 2 - - - N 340 o o Z m + w M ul - o 0+75 1 +00 1 +75 340 - II j a M w w SDLN-2 PROFILE coo HORIZ SCALE: 1" = 30', VERT SCALE: 1" = 5' 335 NATIVE BACKFILL I CLASS 'B' GRANULAR BACKFILL -I 335 N 0+75 1 +00 2+00 3+00 3+50 N SDLN-3 PROFILE 2 Q HORIZ SCALE: 1" = 30', VERT SCALE: 1" = 5' N0 PROJECT NO.: 130-009 ,S, STORM LATERAL TABLE TYPE: AS-BUILTS oLOT # STATION LENGTH SLOPE I IE AT MAIN I IE AT LOT MATERIAL COVER AT LOT END REVIEWED BY: JMH 0 1 2+87.60 (SDLN-3) 33.39' 4.7% 354.53 356.1 PVC ASTM D3034 5.1 7.91% 3.,7.17 #$ 0 5.7% 353.9 355.7 4.8 SCALE 0 2 2+23.24 (SDLN 3) 30.91' -871-196- X4-88- 356 51 PVC ASTM D3034 ,478- 30 0 15 30 301 2 6.0% 353.8 11 2+13.24 (SDLN-3) 39.00' G.31% 353.94 356.41 PVC ASTM D3034 4.0 m � 5 . 1INCH = 30 FEET a 12 3+02.09 (SDLN-3) 37.44' 2'8% 355.27 356.3 PVC ASTM D3034 5.3 7.16% 357.95 7(5- 2 1I I \ / I o - J/ �' \\ // - Building Dreams, Enhancing Lives ,I /'- `v David Weekley Homes ( / `� T / N IX x N \\ LOT LOT LOT - \ \ LOT 5 4 3 LOT / . - I X 1 6 2 1 v0i \ I TYP. \ - - 2 SDDI / \ 1G ( NI GENERAL NOTES: to \� // „ I O . o co / �� N / N 1 - / 0�� N a 1. ITALIC STATION LABELS INDICATE PIPE / \ SDMH J / � STATIONING. / * 10.00' 3C Y� 1:!.../0"--111i:11) / �� \ PUE, TYP. - - _ / I 2. ALL PVC PIPE TO BE ASTM D3034 UNLESS / V \ � OF:::- - - - _ LOT .�/ ' OTHERWISE NOTED. PACIFIC COMMUNITY DESIGN x 1 �i • -7• • a ° • • - vv 1 �,� /\� ��I � = 0 -- ., �- • \ \ \ \ N ; I 12564 SW Main Street Tigard, OR / / SD` � _SDMH e \ \\ / �'I +c STORM NOTES: [T] 503-941-9484 • i ,/ 2+39 'IP w 3D '� � � ,_� ° S O M 3RD SUBMITTAL: DI SD�-SL Sn i • \ \ ' '• - ') 2ND SUBMITTAL:it / w V �� LOT I o -?+00 I i+ r s� o*l\ 4x :t• \ / \\ Y IIINSTALL STORM MANHOLE PER CWS N0. 010, 1ST SUBMITTAL: 04/20/2024 7 1 6+00 5+ 0is� Op ( SHEET D3.01.ss SDMH ss a SDMH WI • - f 1 (6±73 t _. 1c 1D \ \ 1/ \ N REVISIONS \ -® \ S`t _ \ INSTALL 4" PVC STORM SEWER LATERAL C \ ��� • ° , a _ SDMH \ �•�_ �'"" S=0.0200 MIN. PER CWS DWG NO. 520, . \---....„... x \� o I • . _- 3 1; 0 `_- / THIS SHEET FOR NO. DATE DESCRIPTION • SHEET D3 02 SEE TABLE \ - c� SDMH ./ ,, LATERAL INFORMATION. _ \\ • . - - - vv..... ° 300 w 2+00 w 13.00' \ PUE, TYP. \\ � // SDMH SDMH \\ 0 SS . !X I M \ \ I 1 B \ SDMH cc `�� / 2A 601N FC \ \ . AS-BUILT ° \ 1 E SW !3UI TERRACE \ - 1 - '% ' , °\SDDI it \ \ " 9 DATE (D)"kL - \\ • - ---- . SDAD ami • .• p • • - r X OUTFALL _ SDDI0 \ \ \ \ _ . 5A � •� \ _ - l / 2C \ 1 3A \ - - - - - Id I N �� SDMH Q - - - \/ „ N Q __ \//I 4A LOT (4.' N11 LOT -10 11 0 / LOT ID ~ t� Q AI 8 LOT6 cce - �\/ 9 x /1 CV) " Z ,� o LOT x w -/- - - - \ x � o 12 N \` PR( F , �1\I I2y N �� / / \\ SDMH � /i � !\\ �\ / \ C \u ����G I Neo, o f \ 1A '4 U - \ I O 54703 ci 4- < A - 1 X X X x )( X X X X v . v v 1� � 1 k� x X X X X 'H / E ��w� _ ___ (. OREGON C•4 \\ �/ I \ 1 /1 // 3 �<y s Zoo \ _ i ' NM. \ - " / I RENEWS: 6/30/2025 LU SDLN-4 - PLAN Orz HORIZ SCALE: 1" = 30' 0_ di Z370 370 STORM LATERAL TABLE v FINISHED GRADE ® PIPE CENTERLINE LOT # I STATION I LENGTH I SLOPE IE AT MAIN I IE AT LOT MATERIAL COVER AT LOT END EAST 0 9.9% 353.7 356.9 3.6 N EXISTING GROUND C PIPE CENTERLINE 3 1+21.20 (SDLN-4) 31.00' 9.9% 3543. 35G.44PVC ASTM D3034 BUTTE C•4 34.5' 57.5% 3 .9 356.5 4.2 U U TT E r? 4 1+35.20 (SDLN 4) � � 354.74 35G.G1 PVC ASTM D3034 $ 0, . 05.5% 354.7 358.0 3.7 0 5 2+04.86 (SDLN-4) 59.31' PVC ASTM D3034 o 4.33% 3.x.09 3.,7.Z LU - - _ - - ----[ - - - - - - - - - - - - - - - 6 2+38.68 (SDLN-4) 58.52' 1.8% 356.7 357.7 PVC ASTM D3034 4.5 LU - - - - \ \ _ 2.29% 3S7.18 3S8.52 I co - - r 7 2+38.68 (SDLN-4) 54.46' 2.3% 355.4 356.6 PVC ASTM D3034 6.1 360 360 2.00% 32.85 3S6.94 PROPOSED WATERLINE, TYP. SDMH - o 8 /� 3D 8 2+38.68 (SDLN-4) 65.75' 2 7776 356.7 358.4 357 18 3_/).00 PVC ASTM D30343SDLN -4 L7 I T_ - �k 9 1+95.53 (SDLN-4) - 63.26' -374 3 % 3S4.97 3 7 4G PVC ASTM D3034 354.6 356.7 PLAN & � 7 10 1+29.09 (SDLN-4) 39.00 - 2' 3S4.09 3 G.49 PVC ASTM D30346% 353.8 354.9 PROFILE o' zQ 138.68 LF S(PVC ASTM D3034) ' J v 0.0112 PROPOSED FOR SDMH 3D DESIGN z o ro SANITARY LINE, TYP. INFORMATION SEE N 350 SDLN-3 PROFILE. 350 O0 L3 Ln 4D M c? ce 9 M> M M Z o. 0 o 0 0 v v LLJ 0 L� CO b Li-) L1 so v-ri) to .p h CO . .� r-) O, t� M t • _� V1 1 .- M Ni • • Lf 1 Ln Q M M N T T = LM Lf") M M N 2 w N �p Z_ Z Z 0 ct I" M M j W Q D Q flln W W W - p Z Z Z>Z N /n � - J -- 0 t~ m t~ ,- 0 Ll M Qririnr W O � Ln Ln L'i II rn rn m LO urn ^ o o z z z PROJECT NO.: 130-009 o 340 M + w + _ _ _ 0 340 2 1 7 M W W W W CD Q DQ � _ - - - .3 oHm H cviioii TYPE: AS-BUILTS to to .... tn � - - - REVIEWED BY: JMH 0 o �- CLASS 'B' GRANULAR BACKFILL 1 0. 335 335 SCALE o 3 2+50 2+00 1 +00 0+25 30 0 15 30 0 2 (0 o _ - - 5 SDLN-4 PROFILE 1 INCH = 30 FEET a HORIZ SCALE: 1" = 30', VERT SCALE: 1" = 5' z I Building Dreams, Enhancing Lives David Weekley Homes GENERAL NOTES: 1. ITALIC STATION LABELS INDICATE PIPE SDAD SDAD STATIONING. I 1:!...00."Ii:11) 5B 5A 5B 5A 2. ALL PIPE TO BE DUCTILE IRON UNLESS PACIFIC COMMUNITY DESIGN / / \ / OTHERWISE NOTED. 12564 SW Main Street Tigard, OR ;12+00 i xss 13+00 ass q<ccc 14+00 )(Gs ss x5S 97223 T IL o — I— I SW MURDOCK STREET (COUNTY ROAD 760) I [T] 503-941-9484 STORM NOTES: 3RD SUBMITTAL: + > xW 3+00 3+58— - 2ND SUBMITTAL: _—X z+i, rv — ;;�l^a_ �..1� .�;Iy��n1a1�.�r����: ` +Xsp — ,.`� 5 INSTALL TYPE 2 AREA DRAIN PER CWS DWG 1ST SUBMITTAL: 04/20/2024 bi/p\\ SDLN 5 AT\ NO. 380, SHEET D3.04. SEE TABLE THIS ,•�.•,.I. 111F I "0 SHEET FOR INLET INFORMATION. REVISIONS •'s.:•; CONTRACTOR SHALL POTHOLE NO. DATE DESCRIPTION EXISTING GAS LINES AND UTILITIES PRIOR TO STORM LINE CONSTRUCTION. - ° ° REPORT DISCREPANCIES OR CONFLICTS TO ENGINEER. INLET DATA: AS-BUILT ., , DATE (D)\1k'1 5A SDAD 5A APPROVED J14 1+14.53, 24.24' L (BUTTE) RIM = 368.04 10 IE IN = 366.68 o 1. 49.07 LF (Ductile Iron) N ®S=0.0526 10" IEOUT = 366.48 t 170.36 LF (CPP) ®S=0.0856 E a ` Co 0 5B SDAD 5B N 1 114.01, 24.83' R1+13.80, 59.92' R (BUTTE) ) PR( ' SII CN ___< _\ RIM = 371.41373.20 �� F 11 2`I O , 10 Z E I N =3649-•46371.16 I N/4- ,4)* K C / .-K - -j ° UJ // \ 97.27131_57 LF (RCP) 54703 / \ / \ � \ \ /. \�/ \ I\ H- I 1 ®S=0.0394 \ I / / � al _, J 10" IE OUT = 30.26 370.98 •- \\ I f % X r ` i / f c' -- 83.379-��LF (Ductile Iron) �. OREGON 1 - CS-9.8K6 O \ \ x \ / x / \� �I� / `3 I I 0.0516 vyG4- 9 , 20c cz ir, QJ SDLN-5 - PLAN RENEWS: 6/30/2025 1- HORIZ SCALE: 1" = 30' Lu J D U SZ U 0 a c, EAST 380 380 co BUTTE 0 EXISTING GROUND 0 97.27 co 131.57 L' 10" LU _ ® 5=0.03.4 _ -V -49.07 LF 10" (Ductile Iron) v, _ _ 83.37 5 0.052C 0.0516 ID — FINISHED GRADE M U RDOC K o 370 1- - 370 CULVERT 0.6 Qs PLAN & Q �I 170.36 LF 10" PROFILE 0_ 0010" SD/8" WT ®C S=0.0856 "' 1.73' CLR � � � � Lu + > _ Ln w 00 U o3 Os \ � \ � o \ \o 4'o • PROPOSED oto � I WATERLINE 0 0 co 360 m wM - wo I J 360 Q Q D a 7 N J 3 W 0 H co H 0 0 P o in V1 ce 4 0 co 'cr so 00 N W M M 4 Lc; o II I- ,c; R q) O Q 0 Q r Q w 0- H co H - 0 0 D Lc) PROPOSED SANITARY SEWER "' "' �- "' 1Y ,- L<-, PROJECT NO.: 130-009 CLASS 'B' GRANULAR BACKFILL .3 0 r--- TYPE: AS-BUILTS 2 350 350 REVIEWED BY: JMH 0, 1 +50 2+00 3+00 3+50 0 0 SCALE o 30 0 15 30 co SDLN-5 PROFILE O 1INCH = 30 FEET a HORIZ SCALE: 1" = 30', VERT SCALE: 1" = 5' z Building Dreams, Enhancing Lives -' SANITARY - David Weekley Homes MANHOLE STEPS SEE LOCATE FRAME AND COVER 8" MIN. BETWEEN .. .,._{ STD DRAWING NO. 100 OVER LEDGE OF AT LEASTKNOCKOUT40000111V M" • -✓� t� 2" IN WIDTH • • PIPE PROJECTING •••:- PIPE •. 48" MINIMUM -•e BEYOND INTERIOR '•• �" WATERTIGHT SEAL PRECAST 4411V\ � SURFACE OF MANHOLE . • ... USING NON-SHRINKING w I r�1 WALL IS NOT ALLOWED +y GROSEE D DRAWING 030 T. �. --.. ..--ie� 4 alli? 12" MAXIMUM PIPE FOR SANITARY I ___ 5" MINIMUM ' SMOOTH FINISH " I.D. CHANNEL TO '-'..." 4icn 3/4 VERTICAL ° %• PIPE TYPE, SIZE, m ° HEIGHT OF PIPE ;.: PIPE +•' •'/ • .. ~ AND CONNECTION MAXIMUM 27" FROM TOP OF FIRST- STANDARD FRAME AND COVER OR .- .. CONSTRUCT CHANNEL AND STEP TO TOP OF CASTING WATERTIGHT FRAME AND COVER.SEE I.D. ! 'TL �• , PER PLAN, AS s 2" MINIMUM SHELF IN FIELD j' 'r+.:•'. .•. APPROVED z STD. DRAWING NO. 110, 120, OR 130 ••` •,•••• g:. .• • ••-• • •• -.4•: 7 CONSTRUCT 6"MIN. ' L, / //� SET+ FRAME IN NON SHRINK GROUT r: 1 ~' J •. . Id:. CHANNEL AND SLIDE tr• • + tr rt r t rrrr A a G ( (► .•.•A i{•r gyp• •�'•;••y •. . •f If,if IfIca ffiif•,ifA if ills} SIMULTANEOUSLY :. ,j,ivj.juiv�ej,�a�.j.j-siej. , ,i.j,y�ai.i+j, .j.j SMOOTH FINAL CHANNEL TO NOTES: • 1�1... i..le IM.�1e. • 1,1•i• .i.i, ! F 'f �r - �r F r c F.- E c.Fp. - ... 4.44440.444-4164.441#4. 4440.4 : ib i f, ,-,f 0 f4 rif,t,f 1,t.i:i'Ve f,4L,i , s ' 3/4 VERTICAL HEIGHT OF PIPE. f. . I i... . i .. f i .. i . ... . ..f f i i =Tf f f f i f f f fyf f• f qf=f f f f f i 1. ALL PRE CAST MANHOLE SECTIONS SHALL CONFORM i. "T`` " 'T'"T "r'" ''`T" TO THE REQUIREMENTS OF ASTM C 478. GRADE RINGS (2",4",OR 6") .'iii- - -i=i.!!'-e• - ..f!-..!_: 12" MINIMUM OF 3/4"-0" �1 MAXIMUM 12" SET IN COMPACTED BASE MATERIAL 2. SEE STD DRAWING 020 FOR POURED IN PLACE } NON SHRINK GROUT OPENINSIDE DROP CONCRETE MANHOLE BASE. 3. ALL JOINTS AND RUBBER GASKETS SHALL CONFORM • STANDARD ECCENTRIC WITH BEAVER SLIDE MANHOLE STEPS SEE TO THE REQUIREMENTS OF ASTM C-443. '' ' 36" CONE PACIFIC COMMUNITY DESIGN STD DRAWING N0. 1 E e �1 4. SEE STD DRAWING 030. ALL PIPE CONNECTIONS TO POURED MANHOLE SHALL BE WATERTIGHT. 12564:AS Main Street Tigard, OR - 97223 Z 5. PIPE CONNECTIONS OF 24" OR GREATER SHALL ' '_�- 48" MINIMUM �..:: T 503 941 9484 0 48" MINIMUM REQUIRE A MANHOLE AND CHANNEL DETAIL. f IN PLACE U 6. PIPE CONNECTIONS OF FOUR OR MORE MAINLINES 3RD SUBMITTAL: STORM SHALL REQUIRE A MANHOLE CONNECTION AND CHANNEL !: 2ND SUBMITTAL: DETAIL. z3 •. MANHOLE SECTION (VARIABLE HEIGHT) 1ST SUBMITTAL: 04/20/2024 I _ Z 7. PROVIDE A MINIMUM OF 8" OF INTACT (UNDISTURBED) 11 MANHOLE WALL BETWEEN PIPE BREAKOUTS AS ° REVISIONS O_ai 5" MINIMUM �'+ ~ MEASURED ON THE INSIDE FACE OF THE MANHOLE. C.) PIPE D_ 6" MINIMUM AND 8. BREAKOUT OF WALL FOR PIPE SHALL BE 2" MINIMUM �r 24" MAXIMUM OVERLAP AND 4" MAXIMUM CLEAR OF PIPE WALL. y�"� �'-• f5" MINIMUM NO. DATE DESCRIPTION WATERTIGHT SEAL .y USING NON-SHRINKING 4. :• y' '� •.•;: - • 9. THIS DETAIL LIMITED TO MAXIMUM INTERIOR DROP OF •'• `. ;"i MANHOLE STEPS SEE GROUT 12" MINIMUM OF 3/4" 0" ;,'.•• ! " - CONSTRUCT CHANNEL AND SEE DRAWING 030. ;. 2" FOR SANITARY CONNECTION AND 48" FOR STORM COMPACTED BASE MATERIAL :::' .i ,-•: +::: .:: ,. 12" MINIMUM SHELF IN FIELD CONNECTION. STD DRAWING NO. 100 8 MINIMUM CONCRETE ' y CONSTRUCT _ 10. WATERTIGHT/TAMPER PROOF MANHOLE FRAME AND AS-B U I LT 48" MAXIMUM r' r CHANNEL AND MIN II r... .f i f..• .f i r.f..f i i..•.r COVER SHALL BE USED IN ALL EASEMENT AND OFF FOR STORM f i i.f i i. .... ..• .... f i••..e f , •.. '° 1 2" SHELF IN FIELD STREET AREAS. SEE STD DRAWING 130. jot iii.iii. i..ii.iiiiiF4WVW.sif.f fi SMOOTH FINAL CHANNEL TO I_ ,y2� •f f• f f f f f•• f f f .-?-1.-f f f f i..f f i f.i f f♦ 3/4 VERTICAL HEIGHT OF PIPE DATE SMOOTH FINISH i *iii ....ii.i�ii`..���e�i PIPE A11101 TO PIPE TYPE, SIZE, AFTER VACUUM TESTING -.0-10.- CHANNELAPPROVIED J 3/4 VERTICAL AND CONNECTION HEIGHT OF PIPE PIPE PER PLAN, AS - - ,+ . .4' •3; I.D. a . APPROVED NOTES: _ _ NM • •'• •• . ° •''•. 1. ALL MANHOLE SECTIONS SHALL CONFORM TO THE REQUIREMENTS OF Imo• ': - - •.�1 • •-:4..!••''. '•• •••- `•'a• I ASTM C-478 AND APPLICABLE PROVISIONS OF STANDARD MANHOLE, WATERTIGHT SEAL. SEE NOTE 4 4 ' 1 ". ' SMOOTH FINISH •°°� • '.:,, • • ° r..., n 3.t:•..+.,: DRAWING NO. 010. 'I jai i�j ji j T l�iil�j j j'Y'j j'r j° CHANNEL TO CONSTRUCT 2. ALL POURED IN PLACE CONCRETE SHALL HAVE A 28 DAY STRENGTH f.=i••f i•••••••iii•f ,i,i%i. 3/4 VERTICAL CHANNEL AND SLIDE r .r« r r r r r r r r r r r r r r r r r r. r r r r r-: IYi•.iii i.14V2W ii.f4 .i•. .. HEIGHT OF OF 3000 PSI AND A SLUMP OF 2" TO 4 12" MINIMUM OF 3/4" 0° COMPACTED :.i.r r r. r r r r .r r r r.r r..r:.r r.r r.r:r.r PIPE SIMULTANEOUSLY BASE MATERIAL - •�f' f i•••.'.� �:•••�`-�'�' OPEN INSIDE DROP PE- CAST/ OUEi I \ DLACE MANHOLE VA\ HOLE SASE C1eanWate\ Services STA\ DAPI) VA\ HOLE C1eanWater Services C1eanWater Services REVISED 10-31-19 DRAWING NO. 020 REVISED 10-31-19 REVISED 10-31-19 DRAWING NO. 080 DRAWING NO. 010 �� PR °//:Fr (0)\\12,-t(0)\\12,-t I NF4, / 5470.3 v OREGON '� E. STANDARD MANHOLE FRAME v GZ Y 9 ZOO E AND COVER (TYPICAL) 4 a 58" DIA. I SEE STD DRAWING 110, 120, 130. ,9' IN M•N° co N 1" FLAT FACE LETTERING RENEWS: 6/30/2025 c\I (RECESSED FLUSH) PRE CAST 3'4" CONICAL l f HOLES (2) SANITARY COVER ONLY c\I • -- -- 0 NO 14/:"1"... - -' -----. ., Q • • It.• ii U T © p0 Q TYP .' :. . . .._. 25"�. : MAX.• �QAI/v "V/�i.y F/ •IFcoeoz O • 0O 1 1/2" PICKHOLE co CONSTRUCT CHANNEL #'r\ r�' 64 O O J AND MIN 12" SHELF IN . i •.•. Pi' �'�L, v '�', . �. 1 w FIELD. r�'• I���I/� ` �' ','Q�, OO OO EAST c /r� ,, ASTM 0 48" MINIMUM �� :- 1 1/2" PICKHOLE O �(((��� Oi� O O WATERTIGHT SEAL �' R- < � ��� '• USING NON-SHRINKING / � ::\TO‘..-------;-C / ��O GROUT �,���, ��``+, BUTTE SEE DRAWING 030. LO °� � '/ ���\• 00260365 Y XM 0 ))o tcam:': O '�/, �� j\�'�` SMOOTH FINISH CHANNEL taw- enITEIVED HOLES AS SHOWN -` COVER TOP 1- 1- w TO 3/4 VERTICAL HEIGHT = OF PIPE P � M Z z N •Q : . • I•D' COVER TOP COVER BACK ": 24-3/4" w w 7)8" /- I- 1- , EL 12" MINIMUM OF e~'•'g,.�a.'•r:e .. �. } H N + 1A11111111111111114111111141111/1111111" } i- STORM Q 3/4"-0" COMPACTED ..;� .-•b 4!.21'4:•'-_.•4''.. 1 22 1 2 Z 0 LU BASE ROCK :;.. • 4 m CC D ETAI LS o ` 6" MIN. f •••I•. " Z f• i i liAli I 'L7m Q (Y ._ i-i 4 '•41041-100k...ri••f i•i• I 25" I H N -WE 24 3/4" DIA. FLAT TOP 1/4" 7/8" �p %Lo � ;" .7" o - A 4.1M11114MMIIIIMW"' 4 3" 3" /° O 2 7/8" _ 6" SQ. 23" co 24-1/2" NOTES: 31" T) 1. ALL JOINTS AND RUBBER GASKETS SHALL CONFORM TO THE REQUIREMENTS OF ASTM C-433. 7 1/2" SQ• N % 2. ALL APPLICABLEE SECTIONS OFALL STANDARDRM TO THE MANHO E, SEEUSRTDMENTS OF DRAWING NO. 0100-478 AND / " SECTION VIEW 22 1/2" DIA. �► D 3 SUES REQUIRED ON FLAT TOP MANHOLES DEEPER THAN 48" FROM FINISHED GRADE TO I.E. SECTION VIEW NOTES: Q 1. SUBURBAN TYPE FOR USE IN TRAFFIC AREAS OF LOCAL AND NEIGHBORHOOD STREETS. LO 4. SEE DRAWING 030 FOR WATERTIGHT MANHOLE CONNECTIONS. 2. STANDARD TYPE FOR USE IN TRAFFIC AREAS OF COLLECTOR AND ARTERIAL STREETS. j 3. COVER AND FRAME SHALL BE GRAY CAST IRON ASTM A-48 CLASS 30. ,,, 5. ALL MANHOLE FLAT TOPS SHALL CONFORM TO ASTM C-478 AND ARE DESIGNED TO MEET 4. COVER AND FRAME TO BE MACHINED TO A TRUE BEARING ALL AROUND. PROJECT NO.: 130-009 3 H-20 TRAFFIC LOADING. SEE DETAIL #110 FOR MANHOLE FRAME SPECIFICATIONS. 5. 1 1/2" PICKHOLE IN LID FOR LIFTING HOOK. TYPE: AS-BUILTS •2 _ _ _ REVIEWED BY: JMH ° SUBURBAN AND STANDARD c. FLAT TOP MANHOLE STORM WATER MANHOLE LI D 0 C1eanWaterr Services C1eanWate\ Services MANHOLE FRAME AND COVER C1eanWate� Services 0cDRAWING NO. 050 REVISED 10-31-19 DRAWING NO. 120 REVISED 10-31-19 DRAWING NO. 110 SANITARY REVISED 10-31-19 i 0 ...... D3 . 01 2 I I Building Dreams, Enhancing Lives • PROPERTY 1. ALL STORM AND SANITARY SERVICE • LINE OR PIPE LATERALS SHALL BE MARKED ON THE /� Davi Wee ey Homes ni Q . SIZE AS UTILITY TOP FACE OF CURB AS FOLLOWS: ENCAPSULATED WATERTIGHT SEAL V SPECIFIED EASEMENT RUBBER GASKET USING GROUTNON-SHRINKING �� �l •STORM DRAIN LATERALS "D" �;, •SANITARY SEWER LATERALS "S" 11111111,1°1 - I J l M .,, . ..• 2. LETTERS SHALL HAVE X'' MAX. WIDTH /��� Ii - al'(w/ ANDA MAX HEIGHT OF 4" PVC 1-1 4" f 3. LETTER SHALL BE CENTERED ON TOP "MN PIPE CONSTRUCT CHANNEL AND MIN 12" SHELF IN 0 �1-1/8" Ot rn FACE OF CURB. 111,1 FIELD, 1 /FT SLOPE SECURE 2X4 IN PLACE `` �0 0� AGAINST PLUG W/ CURB STAMP DETAIL WATERTIGHT SEAL �' MATERIALS: BACKFILL TO PREVENT , , PLUG BLOWOFF SANDED BELL USING NON-SHRINK GROUT. 1-\\NG FITTING / .• ' _iiiiiH- PIPE i • 5 MINIMUM • PLASTIC: I.D. • 10-3/4" MUST CONFORM WITH ASTM /1W _ PROPERTY LINE OR C-478. STEEL REINFORCING HEIGHT CSS ° a 12" } pF HEIGHT: TOTAL UTILITY EASEMENT D.I.P Q BAR MINIMUM 1/2" GRADE 60. STORM 12" 2X4 LENGTH OF 2X4 QVC SANDED BELL _ �_ _° r) MEETING REQUIREMENTS OF oR LOT# . LOT#: AS SHOWN ON �� Mg n SANITARY i APPROVED SET OF 8 ,ASTM A-615 ENCAPSULATED SEWER MIN PLANS MARKINGS TO 2X4 a .\ n WITH INJECTION MOLDED MAIN PLAN 36 FACE STREETCOPOLYMER POLYPROPYLENE •'WITH SERRATED SURFACES. coLOR CODE suRFACE ••COPOLYMER POLYPROPYLENE PLASTIC (GREEN SANITARY) ••'~•••'•••••:::.,-.-•••'•'••'••••'••7. GROUND �_ (WHITE STORM) 12" •• ..•.,...r ..................4.. ..:.y,............... . ......... = 1/2" GRADE 60 REINFORCEMENT j/ KOR N BAND PACIFIC COMMUNITY DESIGN INTERNAL .: •�• NOTES: MIN hil SMOOTH FINISH CHANNEL 36" w LESS TO 3/4 VERTICAL HEIGHT 12564 SW Main Street Tigard, OR 1. FOR NEW CONSTRUCTION ALL SIDE SEWER a STEEL BAND OF PIPE 97223 AND SIDE STORM PIPELINE CONNECTIONS GROUND a 12 MINIMUM OF 3/4"-0" TO 8" AND 10" MAINS SHALL BE WITH SURFACE. MAGNETIC > f� [T] 503-941-9484 FACTORY FABRICATED "TEE" FITTINGS TAPE COMPACTED BASE ROCK NOTES: UNLESS OTHERWISE APPROVED. - INTERCEPT 3RD SUBMITTAL: 1. ALL STEPS SHALL CONFORM TO - - - X PIPErim 2ND SUBMITTAL: 5-3/4" THE REQUIREMENTS OF ASTM 2. PIPE MATERIAL SHALL BE ONE OF THE a ® '. FOLLOWING IIITIL 1111= o III® 1ST SUBMITTAL: 04/20/2024 C-478. A. PVC ASTM-D3034, ASTM-C900 1 -I '� d B. DUCTILE IRON CLASS-50 LABEL MAGNETIC TAPE WITH BLACK LETTERING STATING III- _ WATERTIGHT SEAL lll. 2. MANHOLE STEPS MUST BE (STORM ONLY) THE FOLLOWING: 1 -III z ' USING NON SHRINKING �11111IIIIIII�� TIGHT AND FIRMLY EMBEDDED. C. A-2000 PVC ASTM 949 FOR SANITARY: "CAUTION SEWER BURIED BELOW." 1 III- J ,` h7 GROUT. REVISIONS D. PVC RIB MEETING ASTM D 1784 FOR STORM: "CAUTION STORM DRAIN BURIED BELOW." FLEXIBLE : •. E. CPP MEETING AASHTO M252 a CONNECTOR � •a 3. ALL STEPS WITHIN A MANHOLE PLACE 18" ABOVE TOP OF PIPE AND AGAINST 2X4. III- NO. DATE DESCRIPTION . . •'.` SHALL BE OF THE SAME All o RIBBED • :.•, , . DESIGN, TYPE, AND SIZE. _ 1111111111112" (MIXING OF UNMATCHED STEPS• 111111KOR N SEAL B00- PIPE• t ° � IS NOT PERMITTED). -III- A _BuILT • = CAP/ • 4. STEPS ADJUSTED OR ADDED -.,_ PLUG CASKETS •Q,IIIIIIIIIIIIIIII� SHALL BE EPDXIED IN HOLES 1 1 NOTES: 11 2`� -• �:�" ii, DATE �I THAT ARE FREE OF MOISTURE 18'" •!•_k�!i.- 'j'•_.• !9 • -�•_d9•►� Z4 1 1. ALL PRE-CAST MANHOLE SECTIONS SHALL i'A AND DEBRIS. (EPDXY TO MEET �4 *��_0 1 •/11:11:711-410 CONFORM TO THE REQUIREMENTS OF ASTM ASTM C881). f •_�•." 1�f,=�=�=y C-478 AND APPLICABLE PROVISIONS OF ►_o:� _. .tzf izdizd_• STANDARD DRAWING NO. 010. • • -•0 ' MINIMUM SLOPE FOR 3/4"-0 PIPE ZONE 2. ALTERNATE METHODS TO BE APPROVED BY �� •_i00007 -- _ � 6" PIPE = 0.010 MATERIAL AS SPECIFIED CITY/DISTRICT. D L3L3LD DL W T 1 GAS'CLTS • f , • • 3. BOOTS TO BE SIZED PER MANUFACTURER'S 3-3/8" FOR PLASTIC ��� � • • ._. • '• 4" PIPE = 0.020 �� ����� � SAFETY STEP RECOMMENDA110NS/SPECIFICATIONS. ELEVATION SIDE SEWER SIDE STORM V A\ - OL CO\ \ =CTIO\ S CleanWater Services MANHOLE STEP / CleanW •ater CleanWater\ Services PIPELINE CleanWater Services DRAWING NO. 030 REVISED 10-31-19 DRAWING NO. 100 REVISED 10-31-19 DRAWING NO. 520 REVISED 10-31-19 ,0) PROF (0)\\12y C. F, G I NFF` / • 54703q) E EXPANSION JOINT B SEE STANDARD A RECESSED SEVEN NO. 3 BARS 28 3/L" 4 �\ DRAWING 320 EXPANSION JOINT ONE Na 5 TWO NO. 3 7 AREA AT 5" O.C. vc- OREGON "� E FOR FRAME A BAR BARS 27 3/8" G O o A AND COVER 00 °.. a• •. d1 e a ° ° Q ° d •a e• L i 4 MINIIIME. V • _ •° ad r = - ° . - °•:° a A A RENEWS: 6/30/2025 d - / de • a„,IuiIi I I11111 11111111 111 11111111 11111111II In \ - 4TYPCAL •• TYP. 5/8TS21/211REQUIRED e, °a a da ��1111 milm® , a d a 4 BY LOCAL a4 a ° I I I I I II I I I I I I I •. b • d 1/4„V 2 EACH END TYP (NI a 4 4 t . I I I I I 11 I I I I I I I °.. .. d 2 1/2 x 1/2" 32 1/2" a I I I 11 11 I 11 I I I I I 11 11 11 11 I I .4... ° SO. EDGE FLAT EAR SECTION A-A Q 1 a d 1 Taper LL, 2II 2 d . 11 11 11 11 11 11 11 II \I 1111111111111111 .d..° . 4 EAST o B \ .5" X 2 1 2" X 3 8" ANGLE BUTT E rz P-AN VIEW STANDARD CUSS AND CUTTTP PLAN si4"i AJ SEE STD DRAWING NO. 320 i )0 MI 1 FOR FRAME AND COVER. N O RECESSED CURB INLETS TO BE c6 PROJECTED -1 1/2" OF FALL REINFORCED CONCRETE INSTALLED IN VARIES TO 0 GUTTER -- ACCORDANC- WI IH DRAWING 510. MATCH CURB 3/4"� L NE -7 1/2" TYP TYPE w 6"t 13 1/2" Lu d a TOP OF 1 1/2" cn 6„ 4 q d a. PAVEMENT _�2 1/2 d B 3/8" X 2 1/2" FLAT 3 �Z as I 5 - •6.• 1 1/2" r r 11 I ''..''--''--''--''--''-- EARS AT 1 7/8" ON L 4 N0. 5 BAR A 21gar CENTER 3" IIIIIIi11I1i1I STORM Q • NORMAL SLOPE 3 1/4' -.firIIIIIII�1III11 ( ) Lu -_ MAX OF PAVEMENT x DETAILS 2 MAx a • -_-. e 2 1 2" CROSS u �N_ 3„ , z, ,������ 11/2" BARS .5/8" IIIIIIIIIIII�I HOLES b OUT g 11111111111111 cn 32" 32 v O10111 e 6" MIN. TO 10" MAX. _.._,. 4 2 5/•" FOR POURED IN a- 45 z co o T.. PLACE OR 5" WITH s MP I- _ REINFORCEMENT 1 11111111111111 zuj 1 WATERTIGHT SEAL � FOR PRECAST ° � 1 NO. 3 BARS 0 SFF DRAWING 030. • .. V ' _ � :- A. .a 6„ o a 6„ OPTION: CONST. JOINT= N0. 3 25 1/2" O d. -• a 1/3 OF SURFACE AREA BAR 11111111111111 , 28" - 27" 1 _ 2„ I I I ,I I I I 1 IiI•I�I•UI•I O F c gti MIN. 1 1/2" 2 1/2" t B SECT ON A-A SCT ON B B J SEE HOOK BAR 3/8" X 2 1/2" N DETAIL _A3/16" SECTION B B TYPICAL BOTH ENDS OUTER NOTES: FLAT BARS EACH END N I BARS AND EVERY SECOND N1. CATCH BASIN SHALL BE CONSTRUCTED IN ACCORDANCE WITH ASTM C-478. INNER BAR 2. INSTALL STRUCTURE ON MINIMUM OF 8" OF 3/4"-0" COMPACTED BASE MATERIAL 3. PRECAST STRUCTURE TO BE APPROVED BY DISTRICT OR CITY. REINFORCEMENT FOR PRECAST CATCH BASIN SHALL BE SECTION A-A MIN. 1 1/2" NOTE: Q REBAR MEETING ASTM A-615 GRADE 60 OR WELDED WIRE MEETING ASTM A-497. HOOK BAR FRAME AND GRATE TO BE NEW STRUCTURAL ASTM A-36 FLAT BAR STEEL OR APPROVED EQUAL. Q 4. ALL POURED IN-PLACE CONCRETE SHALL HAVE A 28 DAY STRENGTH OF 3000 PSI AND A SLUMP OF 2- TO 4". 0 5. CHANNEL REQUIRED IN FLOW THROUGH APPLICATIONS, AS APPROVED. ALL OTHER APPLICATIONS REQUIRE AN 18" SUMP DETAIL BELOW LOWEST PIPE INVERT. - PROJECT NO.: 130-009 a 6. FULL CURB EXPOSURE REQUIRED CANNOT BE LOCATED IN SIDEWALK RAMPS OR RAMP WINGS. 3 & GUTTER & CURB INLET CATCH CATCH BAST \ FAV - A\ 3 GAT- TYPE: AS-BUILTS G„ TTE CU B I \ L-T REVIEWED BY: JMH cr. C A T C - B A S T \ ( CC- 2) CleanWater Services BASIN (CG- 2) REINFORCEMENT CleanWate-r Services ( C C- 2) CleanWate\ Services REVISED 10-31-19 REVISED 10-31-19 o DRAWING NO. 300 REVISED 10-31-19 DRAWING NO. 310 DRAWING N0. 320 0 c0 i 0 Q 2 Building Dreams, Enhancing Lives B--04 28 3/4" David Weekley Homes CLASS "B" CLASS "A"ii 27 3/8" SURFACE RESTORATION _ AS SPECIFIED A A SEE STD. DRAWING NO. 400 A I.■ •.I A SEE STD I MOUND EXCESS NATIVE MATERIAL :L:wR FRAME AND GRATE DRAWING 600 - - OVER TRSETTLEMENTENCH TO LOW FOR T-CUT ASPHALT • DETAIL - _ - - - J + ° =1 =III=���.,,.� _ I� 1I 3" a ° =I I I I I I=III=1 = ! ,, "-1 1-I -III-1 I1 -t 2 1/2" x 1/2" v ° \_ SQ. EDGE FLAT BAR 32 1/2" --III-III-III-III-III-I ) I= J� J� I I-I -I -I I-I - - - - ITI-I �- I I I-I I-I I-I I-III- a I-I I-I 12' NATIVE TOP SOIL 1 4" - =1 I - 1-1 1 / / III-I I' IF TOP SOIL EXISTED L ......A. •• *: . 11:11:1 .. A _...... . 3 16" 3" X 2 1/2" X 1/4" TYP. 2 1/2"-►I2: III-' RIME 95% COMPACTION �O7 COMPACTION I-'' PRIOR TO EXCAVATION. 1 iii.[ ii...i. TYP. ANGLE TW i III-I I WITHIN 36" OF //y/ 1SURFACE1/2" x 3" BOLTS ,�i III III IIl I� Q II I I I 1- 2 EACH END UNDISTURBED .._ ■_.� -I 1- G ° , NATIVE E II II EARTH B � PLAN UNDISTURBED .7-_,11 90% COMPACTION iV J I I-III i- 3/4"1- SECTION A-A EARTH a BELOW 36E F j ATERIAL I I I I P III-11 I-11=11 I-1 11=1 I r / I-I I 1 -.1a ---- , TYP PLAN 4 ° / III= FINISH GRADE MAX 30' FLOW INVERT • I ': � / IEI I I__.. Frilq:11) .• ! DEPTH d 3/4" - 0 CRUSHED / =I' y • �' VARIES ROCK / 1i, PACIFIC COMMUNITY DESIGN C 1 a ° / i° • so" 27" 1 1/2" 1 1/2" / 12564 SW Main Street Tigard, OR • 2" MIN. 2" MIN. �. MAXIMUM• [T] 503 941 9484 •• �. 6" FOR a a Q 18" • - POURED IN , f 21" 3RD SUBMITTAL: MAX. :.' • • .�- 5 PLACE MAX. B B 3/4" 0 CRUSHED a q �a _ a O.D. PLUS 6" 1ST SUBMITTAL:-:941-9484 UBMITTAL: 04/20/2024 REINFORCEMENT' ROCK PIPE ZONE ° Q 1/2 PIPE 2ND SUBMITTAL: FOR PRE ' I ii ° •e. CAST 18" L J SECTION B-B 6" SUMP •' 4 18" SUMP • 4 I .A. I �Y•Y •Y sY•Y •Y4, - •Y •Y �Y•Y •Y �Y + ' ' ` " " _ REVISIONS I Y-may�Y Y�Y�Y � �Y or-••1411-Y.4Y_I-III-I 1I- - •Y•Y •Y •Y •r •Y •4.Y ♦ •Y •Y •Y••Y •Yel•Y III-III- ' PIPE BEDDING =III Y�iY'iYeiY�iY�iY1iY�iYit iYi�iY�iYeiY�iY�iY�iY.I-III-III NO. DATE DESCRIPTION 2 1/2"x 1/4" SQ. EDGE FLAT BAR - ,•1• •4•4•.•:•4•�•�•4•4•4•4•4•2•4•� 11 _ I.�Y• •Y •Y• •Y •Y• •Y •Y• •Y •Y • •Y •Y •Y •Y •Y. III III III -id / TYP. GRATE BAR (8 EA.) III-1�•���• •�1�•.1APt�•P•�•�•V•P•�•�•PP:.I I-III-III-III- 6" 24"y 6'111- ---id 6" 27 3/8� 6" 32" ' I I IMI '-sg, '_0;i 4:46 t_!j_1__4_,140140 4.1=I l -I I I-I I-1 ,, 31 1/4" -III-I I - -III-I I I=1'I- SECTION A-A SECTION B-B -I 1 I-11 I-I 11-III-I 11-III-I 1 I=III-I 1 -I 1 I-III-III-III-' 1 -11 I' 11111111111 1 11-1-111. 11=111-11111=I I II I-III-III II I II II I I TRENCH STABILIZATION: Ap_BuILT. IF REQUIRED, TRENCH STABILIZATION 3/16" D 1/2 PIPE O.D. PLUS 4" MIN. FOR PIPE SMALLER THAN 18" SHALL BE SPECIFIED SEPARATELY NOTES: TYP. 1/2 PIPE O.D. PLUS 6" MIN. FOR PIPE 18" AND LARGER AND PLACED PRIOR TO PLACEMENTpA loI `l ' OF BEDDING MATERIAL.I APPROVE) J\ 1. ALL PRE CAST SECTIONS SHALL CONFORM TO REQUIREMENTS OF ASTM C-478. ' ' 2. INSTALL STRUCTURE ON MINIMUM OF 8" OF 3/4" - 0" COMPACTED BASE MATERIAL. 3. PRE CAST REINFORCEMENT SHALL BE REBAR MEETING ASTM A615 GRADE 60 OR WELDED 2 1/2" x 3/8" NOTE: WIRE MEETING ASTM A497 SQ. EDGE FLAT BAR 3" C. TO C. 1. ALL COMPACTION REQUIREMENTS PER AASHTO T-99 AND ODOT/APWA SPEC 00405. 4. ALL POURED IN PLACE CONCRETE SHALL HAVE A 28 DAY STRENGTH OF 3000 PSI AND 1 2. THE TRENCH WIDTH AT THE SURFACE OF THE GROUND SHALL BE KEPT TO A MINIMUM NECESSARY TO SLUMP OF 2" TO 4". INSTALL THE PIPE IN A SAFE MANNER. 5. PRE-CAST STRUCTURE'S CONFORMING TO O.D.O.T. TYPE G-2 CATCH BASIN DESIGN/WITH DITCH PLAN 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. INLET TOP ARE AN ACCEPTABLE ALTERNATE. ALL GRATE MATERIALS SHALL MEET C.W.S. NOTE: 4. IN ALL CASES, TRENCHES SHALL BE OF SUFFICIENT WIDTH TO ALLOW FOR SHORING, PROPER JOINING STANDARDS AS SHOWN ON DETAIL #400 OF PIPE, AND BACKFILLING OF MATERIAL ALONG THE SIDES OF THE PIPE. FRAME AND GRATE SHALL BE NEW STRUCTURAL ASTM A-36 FLAT BAR STEEL OR APPROVED EQUAL. DITCH INLET DITCH INLET TRENCH BACKFILL C1eanWate� Services FRAME AND GRATE C1eanWate Services DETAILS C1eanWate Services REVISED 10-31-19 REVISED 10-31-19 REVISED 10-31-19 ���� (0)\\1211DRAWING NO. 390 DRAWING NO. 400 DRAWING NO. 590 4 I NFF�/ 5470345 - _ _ . \\�� POINTS REQUIRED v OREGON � CONFIGURATION DETAIL INSTALLATION DETAIL G o0 E AY - r. �� DETAIL A MATCHa I WIDTHNG I &WGRADE �Iir M•VO co N 1 GI,�I 1 1" PVC ANTI-SIPHON � � PIPE ADAPTER �4 ,�„�„1) l A RENEWS: 6/30/2025 \Nan wi p O DRILLED ANCHOR 1 R/W LINE N HOLE SHIELD STAINLESS BOLT SEE NOTE 3 �� REMOVABLE EXPANSION CONE 6 ALL SNOUTS AND TRAPS FOR CATCH BASINS AND WATER QUALITY WATERTIGHT ANTI-SIPHON VENT PLAN ❑ ACCESS PORT (NARROW END OUT) Q STRUCTURES SHALL BE AS (EXTEND ABOVE HOOD ❑ 10" OPENING 5 MIN 2%; SEE NOTE 4 SIDEWALK Q MANUFACTURED BY: MIN. 3" TO MAX. 24") co BEST MANAGEMENT PRODUCTS, INC. DETAIL B J 53 MT. ARCHER RD. WATERTIGHT SEAL LYME, CT 06371 Q - •_ SEE DRAWING #030 a (860) 434-0277, (860) 434-3195 -�.� FOAM GASKET W/_ EAST PSA BACKING � - SEE FAX TOLL FREE: (800) 504-8008. (TRIM TO LENGTH) LANDSCAPE NOTE 3 LANDSCAPE (888) 354-7585 PIPE TYPE, SIZE, STRIP SEE NOTE 2 STRIP BUTTE ce O WEB SITE: WWW.BMPINC.COM AND ii PER PLAN, AS ON / FLANGE NG cn OR PRE-APPROVED EQUAL. _ MOUNTING FLANGE OUTLET PIPE co SEE DETAIL #260 0 NOW I. P 9 -1y OUTLET T FRONT VIEW (HIDDEN) SIDE VIEW A ao INT! 1 30' MAX LLILu a r ,a" SNOUT OIL-WATER-DEBRIS SEPARATOR ANCHOR W/ - 3' 3' -.F = INLET INVERT ELEVATION BOLT 10' MIN N MIN 0.20 FT ABOVE NOTES: (SEE DETAIL A) 3 OUTLET INVERT ELEVATION ' 1. ALL HOODS AND TRAPS FOR CATCH BASINS AND WATER QUALITY STRUCTURES PLAN :-.. SHALL BE AS MANUFACTURED BY BEST MANAGEMENT PRODUCTS, INC. OR WATERTIGHT R/W P� I. PRE-APPROVED EQUAL. vi J OIL & FLOATABLE SEAL SEE 8 ���� STORM SURFACE CANNOT 2. ALL HOODS SHALL BE CONSTRUCTED OFA GLASS REINFORCED RESIN DRAWING 030 PROJECTED TOP �R DETAILS 3 4, 1.3 EXIT PIPE 60" MIN/84" MAX �► A. SUMP COMPOSITE WITH ISO GEL COAT EXTERIOR FINISH WITH A MINIMUM 0.125" 3/4" OF CURB 2% MAX ( ) 0 • ° 36" MIN LAMINATE THICKNESS. 18" f- a. t 'F 60" MAX o a 3 • • . ALL HOODS SHALL BE EQUIPPED WITH A MINIMUM 10", WATERTIGHT ACCESS a . ' a PORT, A MOUNTING FLANGE, AND AN ANTI-SIPHON VENT AS DRAWN. (SEE Q O MANHOLE STEP • CONFIGURATION DETAIL) STREET a - 1E11 El I R/ v) ,:.d SEE DETAIL 100 GASKET � - = 1-i -- - �/F�/ 0 a • 4. THE SIZE AND POSITION OF THE HOOD SHALL BE DETERMINED BY OUTLET PIPE COMPRESSED 4. • e e• �� e a /' =_ l o°000 • CO : +• d•. , ,, SIZE AS PER MANUFACTURER'S RECOMMENDATION. BETWEEN HOOD °�' �°`'�'�''-' ' ° •• • `' - 1, 0 . ' . Q. . • ' .". . AND STRUCTURE o0 00 o OC.). III 11- 1 NOTES: 5. THE BOTTOM OF THE HOOD SHALL EXTEND DOWNWARD A DISTANCE OF 18" 0 o �O0 °°.: 2. „ o FROM I.E. OUT. (SEE DETAIL B) o0 0 0 Soc) °°°° .eeoo a°oo°o oao o°o poop 111 SEE NOTE NO. 4 li c6 1. ALL MANHOLE SECTIONS SHALL CONFORM TO THE REQUIREMENTS OF o0 o O o o I,i iI 1i�11 111111 I 1 II ill 1 II III I III=111=111 II II 0 ASTM C-478 AND APPLICABLE PROVISIONS OF STD. MANHOLE DRAWING 6. THE ANTI-SIPHON VENT SHALL EXTEND ABOVE HOOD BY MINIMUM OF 3" AND Q, NO. 010. A MAXIMUM OF 24" ACCORDING TO STRUCTURE CONFIGURATION. 2" 00 OF AGGREGATE 0 2. INLET AND OUTLET PIPE NOT TO EXCEED 18" DIA. 7. THE SURFACE OF THE STRUCTURE WHERE THE HOOD IS MOUNTED SHALL BE SECTION A-A (3/4"-0") COMPACTED FINISHED SMOOTH AND FREE OF LOOSE MATERIAL. BEST MANAGEMENT PRODUCTS, INC. j 3. PROVIDE SPECIAL DETAIL FOR SNOUT, EXCEEDING 18" DIA. 53 MT. ARCHER RD. } SUMP VOLUME AVAILABLE PER DEPTH OF 8. THE HOOD SHALL BE SECURELY ATTACHED TO STRUCTURE WALL WITH LYME, CT 06371 0 4. THE SIZE AND POSITION OF THE HOOD SHALL BE DETERMINED BY THE SUMP STAINLESS STEEL BOLTS AND OIL-RESISTANT GASKET. TOLL FREE: (800) 504-8008 (888) 354-7585 N OUTLET PIPE SIZE AS PER MANUFACTURER'S RECOMMENDATIONS. 36" MINIMUM 60" MAXIMUM WEB SITE: WWW.BMPINC.COM NOTES: 60" M.H.= 58.9 CF 98.1 CF 9. ANCHOR BOLTS SHALL BE INSTALLED INTO THE CONCRETE OF THE 5. ANCHORING HARDWARE FOR THE HOOD SHALL BE EMBEDDED INTO 72" M.H.= 84.8 CF 141.3 CF STRUCTURE'S WALL. (NOT WITHIN GROUT) WHEN ORDERING, SPECIFY IF THE STRUCTURE }_ CONCRETE; ANCHORING INTO GROUT IS NOT AUTHORIZED. 84" M.H.= 115.4 CF 192.4 CF IN WHICH THE HOOD WILL BE ATTACHED IS 1. CONCRETE COMPRESSIVE STRENGTH SHALL BE A MINUMUM OF 3000 PSI AFTER 28 DAYS. D 10. INSTALLATION INSTRUCTIONS SHALL BE FURNISHED WITH MANUFACTURER FLAT OR ROUND. Q 6. THE SURFACE OF THE STRUCTURE WHERE THE HOOD IS MOUNTED SHALL PROVIDE SPECIAL DETAIL FOR VOLUME SUPPLIED INSTALLATION KIT. „ Q BE FINISHED SMOOTH AND FREE OF LOOSE MATERIAL. REQUIREMENTS EXCEEDING 192.4 CF KIT SHALL INCLUDE: 2. CURB JOINT SHALL BE TROWELED WITH A MIN 1/2 RADIUS ALONG BACK OF CURB. Lo A. INSTALLATION INSTRUCTIONS 0 7. INSTALL PER MANUFACTURER'S INSTRUCTIONS. B. PVC ANTI-SIPHON VENT PIPE AND ADAPTER SUMP VOLUME REQUIREMENTS C. OIL-RESISTANT CRUSHED CELL FOAM GASKET WITH PSA BACKING 3. EXPANSION & CONTRACTION JOINTS SHALL BE 1/2" PREMOLDED ASPHALT IMPREGNATED PROJECT NO.: 130-009 0) 8. ALL MANHOLE FLAT TOPS SHALL CONFORM TO ASTM C-478 AND ARE 20 CF/1.0 CFS OF INFLOW D. 3/8" STAINLESS STEEL BOLTS MATERIAL OR EQUAL EXTENDING FROM SUBGRADE TO FINISH GRADE. C DESIGNED TO MEET H-20 TRAFFIC LOADING. 58.9 CF MINIMUM REQUIRED E. ANCHOR SHIELDS TYPE: AS-BUILTS a 4. DEFORMED #3 REBAR AT 12" EACH WAY. PLACE 3" CLEAR OF AGGREGATE. TIE ALL BARS. REVIEWED BY: JMH a 0. WATER QUALITY WATER QUALITY (FOR COMMERCIAL DIRVEWAYS ONLY) 0 / CITY OF TIGARD APPROVED BY: NO SCALE MANHOLE (SNOUT) A C1eanWate\ ery Sices IV A N H O L E (SNOUT) B C1eanWate\ Services OREGON LORI FAHA, P.E. 0 COMMERCIAL DWG. NO. REVISED 10-31-19 REVISED 10-31-19 ENGINEERING DIVISION CO DRAWING NO. 250 DRAWING NO. 260 ' rus13zsOWHAiiBLVVD�'T CITY ENGINEER TIGARD,OREGON 97223 FEBRUARY 2016 DRIVEWAY 1 43 L7 TIGARD Fax:(71 503)684-7297 APPROVAL DATE a D3 . 03 03z Building Dreams, Enhancing Lives FURTHER INFORMATION ONDavid Weekley Homes ON DESIGN CRITERIA SEEEE CHAPTER 4 OF CLEAN WATER 411111.111111111 SERVICES EROSION PREVENTION 6-, Z Lu -� AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL. z a w - Lu V) ^Q OF 0 o N O- I o_0Z r4-1 1 _D0 I- m V. V. in�: Ln • X •-� ^Ii X w �11,A• * w �• • ., i /" IC) W D ! Ids CD I- D • r�:iii= • •'�: ;1 c *a W W U t Q U L• u � o O_ p �-►� � w w O � > a o �%l-, wQ z U z L= a o 6D _ ., _14 lit .y W Q O Z = il H G3-4,4\�1Lu 0 LT) OU ''� W c\1 �_ ce TYP. 3D c/ a 2, 0_ 0 LU In N J U (t aVn W OJ IW N I-0 TYP. V,���`') to w pJ V) 0 Q a llV// O (a (/� O ww * Qw - v5 >- N1 (n vi w� ;11;:11:1101..;._.. • •i, ;. a_ D Z In r z . n_ > z to Q J 8� • • •r,.!:z, .• U H W 0 w I- U H w 0 I- oU HI x� I Q= � cm l- �>- �� f QH -, QU O wQ� �� Ow Q� O Q� I:7,...,0g) H O J J ;� Lupo O Jw _ 3Q W Q� U w Q �Q c� �- w �a Q Z z w 1- cea z PACIFIC COMMUNITY DESIGN PLAN VIEW <- U oN ly =W Q � � zM o- z o oo =W Et w c� o I- D o 0 m c� o CD O Z z m viz ,� w z o_ w z v;z '_ w 12564 SW Main Street Tigard, OR Z O o O b- 0 I- Da U o (n oo N �- H 01- w Da • U ~� z a aJ �XC�) wow <- m Q aJ D =� c�i 97223 = z z W J o o Q Q w w L- o o Q Q T 503-941-9484 W IY w• m L` za- o D3 r, U c__ L� Za Z m3 6D w o I__ w. w N z O �0\ YCC ,, ~cO I- i- o ��� 3RD SUBMITTAL: TYP. `� N p _ 0 0 Q w �b�o ZOO N Q w �b�o EXISTING GRADEZ -� z J o N = Z E z z J O N 2ND SUBMITTAL: TYP.3D1.-...-1'TP . >- -i p con w w LL Z Z r , 0 > 0 o W 1ST SUBMITTAL: 04/20/2024 O o_ D O aZ ~� Q Jallo = gym , 0 ~� ~JaNw REVISIONS = Q > 0 O¢ IwiQ " CC 0W W X p Z��IZ¢L,J IwiQ U o ct R OZ3�~mJ > ��7` * oz =E m J Et ll=1L=J • • I� o o �I�� X 0w o M 1..1 Q Q �� o o�o a O j< NO. DATE DESCRIPTION • • ► • • • • 6 MIN . • te • • .. • Ln > w H D �!: w w -IL=ll J--U` Q CL r w w r U a I- U o_ �f U Q I- -I� • • ► • • ► • • • • • • • • • ►r • J • y W O U m w Q I- a ''1 O LiJ a_ U m w .� • •i• • • • • • • •�• • • • • • • •• • • • • • • •�_• =i U0 < L� .J W H ce zQ O< L� a. f ,> _J > IZ Q �Q=wQ • • • • •• • • •• • • • • • • • • • • • • • •• F- N `O` o W 01- 0 D Z 0 Q J Q A�� �,4 W 0 D_ O • Q O a Z O Q J ..11.-.i, u ► ' .IL J -& ) f�/� (n O Q cn > J 3 a z �►1�' < CD Z 2 cn to > 3 a • •-• • • •�•• • • • • • • •-• • • •i• 1 >- + W � O > wwoln Oo0_ W (n vat*i wQ 0 Q wwOInJODa :.11 .1L IL=ji .u. .u.=LIE= dll. .1L ill.=.11.='.11.= z w �` `" `Vf/? w o 0 z Q o J Q a Q > (n Q �< < ,�' o w lw N o EL J Q V Q '1.JL IL 11 11 1L�L 1L 11 ll-u-n > (n O a ' _o Q U = v�r o x ,�V O o N �' x .• As_BuILT 11_11_11_ 11_11=11_1' RIP RAP, AS DETERMINED / •a W3 H g V , a-O NON-WOVEN GEOTEXTILE BY ENGINEER, I `��', J N z_ I-w p o z o I-w o o Lo U) w p W 17 ox 00Qw� J c3�c�Qw�~� SEE DRAWING #770 * -oQDmpw ( X W U 4�Q�mow DATE (DI"12L1 = z 0 wZ00�MQ � z�_ Q X w�o���Q � APPROVE J U PROFILE o X o a-� zQw a_-H zQw •Q - w I- (! =V)000w¢ Z C) - 0 N =V)00 Li_Z f M 121 wce70 I-0M f om m 00< Q UzRzQcno_ w U w ¢ Oz zoo w - w ET Z W OM-I- w0 -I (f) W (I) M OM-I- (11C _I `-� >in0 w Q ~O_D<U JQ ~wO<U=QQ O - L_ zo W (n WD>w2Z� O w»WQZW O NOTE: 0_ u 0O -m-w J w001-m-w J wwc'DQN- O wLucep<cgEt O 1. ADDITIONAL BMP'S ARE REQUIRED WHEN DISCHARGING SEDIMENT LADEN WATER. Lu of Lii of Z N N) 4 tri Z c'i Ki 4 Ir) OUTLET PROTECTION \ DETENTION POND WATER QUALITY SWALE RIP RAP CleanWater Services CleanWater Services CleanWater Services DRAWING NO. 820 REVISED 10-31-19 DRAWING NO. 700 REVISED 10-31-19 DRAWING NO. 705 REVISED 10-31-19 0 PROF (0)\I I2Lt INFA, / 54703 RIP-RAP IS TO BE LAID FLUSH TO DUCTILE IRON - \\ THE SWALE BANK AND MITRED PIPE WITH c. OREGON ._ PIPE, AND GROUTED IN PLACE. MITRED END TO NOTES: O a PROVIDE ROCK SIZE BASED ON A MATCH BANKA. YZ oa( O.7 MIN - 1. BAFFLE WALL SHALL HAVE #4 BAR AT 12" SPACING EACH WAY. v� 9' �`-` D5o OF 6-INCHES. SLOPE 2. PRECAST BAFFLE SHALL BE KEYED AND GROUTED IN PLACE. JOINT BETWEEN CONCRETE BAFFLE AND MANHOLE / -(IN M•N CO WALL SHALL BE WATERTIGHT. } N , 3. UPPER FLOW ORIFICE SHALL BE ALUMINUM, ALUMINIZED STEEL OR TREATMENT 1 GALVANIZED STEEL. _ -I I\ 4. FRAME AND LADDER OR STEPS ARE TO BE OFFSET SO THAT SHEAR GATE IS VISIBLE FROM THE TOP; CLIMB DOWN •//I RENEWS: 6/30/2025 v vC SPACE IS CLEAR OF RISER AND GATE; FRAME IS CLEAR OF CURB. IJ N • ,, �`_ /� 5. NEOPRENE PLATE WITH ORIFICE AS SPECIFIED IN THE CONTRACT. OPENING IS TO BE CUT ROUND AND SMOOTH. �.` i O O O O 1• O O O O\ O O NEOPRENE GASKET SHALL BE INSTALLED BETWEEN THE ORIFICE PLATE AND CONCRETE BAFFLE TO PROVIDE A CV �-,.� WATERTIGHT SEAL. troC�� ���' 6. SHEAR GATE SHALL BE MADE OF ALUMINUM ALLOY IN ACCORDANCE WITH ASTM B 26M AND ASTM B 275, � - -� N 7. DESIGNATION Zg32A OR CAST IRON IN ACCORDANCE WITH ASTM A 48, CLASS 30B. LIFT HANDLE MAY BE SOLID ROD OR HOLLOW TUBING WITH ADJUSTABLE HOOK AS REQUIRED. NEOPRENE RUBBER GASKET HANDLE MAY BETWEEN Q RISER MOUNTING FLANGE AND GATE FLANGE. MATING SURFACES OF LID AND BODY SHALL BE MACHINED FOR Q ISE. OCC)C(:).4iiibiliP� tt_ • t_ 0> C PROPER FIT. FLANGE MOUNTING BOLTS SHALL BE 3/8" X 16 X 3" LG SS REDHEADS. PLAN • • �- )q(--� 9. AT, STOP TAB OLTERNATE SHEAR SOME OTHER GATES DESIGNS ARE ACCEPTABLE8. SHEAR GATE MAXIMUM OPENING SHALL BE E F MATERIALD BY DSPECIFICATIONSHINGE NARE MET AND FLANGE O�O�O�A• .•O•O OC BOLT PATTERN MATCHES. Q 0 C 10. ALL MANHOLE FLAT TOPS SHALL CONFORM TO ASTM C-478 AND ARE DESIGNED TO MEET H-20 TRAFFIC EAST ° �(��(� I I )4111k. Q C LOADING.. LLJ "(�// "(�// ADJUSTABLE LOCK HOOK WITH o ORIFICE "A" Q � = LOCK SCREW OR APPROVED EQUAL. .7 f' DIA. HOLE FOR B U TT E D ��•_ `�• • C (SEE TABLE) ' 1 � STAINLESS STEEL f':► ���l��l��/-f��h` � �� �� �� �C 1111' � Q EXPANSION BOLTS P LIFT HANDLE-Z �L 61 I- 1F" EMBEDMENT ATTACHMENT N 18"X18"X 1/4" �LO 0v 1.0' I (2) TIMES PIPE 0 I 1.0' MEI STAINLESS r' ROD OR TUBING\I FRONT SIDE MAXIMUM OPENING O STEEL PLATE LIFT HANDLE DETAIL OF GATE DETAIL ,\ e, SHEAR GATE Lu \%\ ��,1" TYP. MANUFACTURED BY KENNEDY VALVE OR EQUAL Lu j� 0.5'MIN RESTRICTOR PLATE. ORIFICE RESTRICTOR PLATE (..,3 \ ORIFICE WITH ORIFICE 1 // / INSTALLATION NOTE: B & C (WHEN SEE STD DWG \/\,/ /\- SPECIFIED) FOR MANHOLE 120 0) FRAME \/X\/\\// \\// POSITION HOOD SUCH (SEE TABLE ANDMANHOLE RING (12° MAX) AND COVER / / / THAT BOTTOM FLANGE 1111 DETAIL)�j\�\%\\\\( IS MIN 2" BELOW THE � OVERFLOW SEE SNOUT Q \�\\ \\ �\gyp` 0.7' MIN ORIFICE B INVERT. ORIFICE C - - ELEVATION DRAWING #260 STORM Lu %\/\ \\/ %\ .411111P �� PIPE TWITH ON ONE SNOUT MAY OUSED FOR BOTH R FACE C AND B. ,� D ETAI LS (4) o ��\�\j \/\�\/ 1 L ORIFICE B011441111W < MITRED END TO IT MAY BE NECESSARY3�, • TO USE TWO SNOUTS I as _ MATCH BANK _ _ ON OFFSET ORIFICES TO a� / � illk I- - - SLOPE MEET PLAN ELEVATION. G - 0'. MANHOLE � RIPRAP OUTFALL O a 0 INSTALLED. ORIFICE C ��� S BOTH c•-) PROTECTION SNOUT DETAIL ��, hi. sIDEs OF °; ^� !' BAFFLE WALL PER PLAN ORIFICE B CO _PIPEDQ07- SEE DETAIL „ DWG 100) p \ 8' SHEAR GATE `�7 (SEE STD - -IA. PER PLAN - - - FLOW CONT BLE STRUCTURE ;r �' (3:, - - �, SHEAR O �� GATE o �_- -_ -,/\/\ \ \/ \i Diameter Of Manhole (In.) 60" MIN 60" ' LIFT HANDLE %\\/\\j\\j\\j\\j\y\y\\, II!( �•o•oD� // // // // // // // //. E.L. (In) 347.88 BAFFLE ! ���? �� \\ \\ \\ \\ \\ \\ \\\� �. . . WALL Ln /%/% %/ %/`% `///`% /// // // ///�//j// /�/i F.L. (Out) 347.88 ��� \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\� \\/\// Outlet Pipe Diameter (In.) \`� cn \/\//�\/�\/��//�\// // /\////\ Number Of Orifice 2 °° • \,\/� Orifice A Elevation 348.00 Diameter Of Orifice A (In.) 3.5 e RESTRICTOR PLATE 1L,. ORIFICE A SD Orifice B Elevation - 353.15 a<. (SEE TABLE AND Q Diameter Of Orifice B (In.) 5,45 DETAIL) i `n RIP-RAP HEADWALL Orifice C Elevation PROJECT NO.: 130 009 O N NOT TO SCALE Diameter Of Orifice C (In) ad Dia.-See Table C Overflow Elevation 354.90 TYPE: AS-BUILTS Rim ElevationISOMETRIC Ts UTA WAY REVIEWED BY: JMH 359.10 a 0' O i CN0 FLOW CO\ TOOL ST� UCTU � - D E T A I L CleanWater Services REVISED 10-31-19 o DRAWING N0. 270 i D3 . 04 z Building Dreams, Enhancing Lives David Weekley Homes 0 NOTES waif GO > NOMINAL DIA 1 ALL FITTINGS, FASTENERS, 8. AND FABRIC TIES SHALL BE HOT DIP GALV. MEMBER (IN) MATERIAL Z 2 CONIC SHALL BE MIN 2500 PSI @ 28 DAYS, 0 BRACE RAIL 1.660 GALV TUBULAR STL GATE FRAME 2.00 GALV TUBULAR STL 3, PROVIDE BRACE RAIL BETWEEN END POSTS AND LINE POSTS. LENGTHS AS Z LINE POSTS 2.375 GALV TUBULAR STL REQ'D. 0 END & CORNER POST 2.875 GALV TUBULAR STL 4 PROVIDE GATE STOPS AND DROP RECEIVERS SET IN CONCRETE, EACH 0CHAIN LINK FABRIC 9 GA. W/GREEN OR BLACK GATE, J PVC COATING. CD GATE OPENING NOMINAL DIA 5 PROVIDE EXTENSION ARMS ON LINE, END AND CORNER POSTS 8. GATE N (ft) (IN) MATERIAL PESTS GALV AS REQ'D, D Z GATE POST 12' OR 15' 4 TUBULAR STL 6 PROVIDE SIGHT OBSCURING SLATS WITH ALL WASTEWATER PUMP Z STATIONS. U I— 7 CENTER BRACE RAIL NOT REQUIRED WITH FENCE HEIGHT OF 5' DR LESS. 8. ALL POSTS AND RAILS TO MATCH FENCE COLOR. /-� BRACE POSTS J LINE POST TWISTED AND BARBED SELVAGE BRACE POST D END, GATE OR CORNER POST PULL POST FT1 IMI II••.: TOP RAIL �.5 ••: _ :e. SLEEVES 4111:1$ TOP RAIL • • FABRIC BAND ::•:':r:'•' :•'•'a'•' •: :• .:opo.•. II TRETCHER BAR / •.,..pp: „•�.,�•� I w ;:gip,:,.• CHAIN LINK FABRIC n.% ••:•.6:•••❖• c3 :: 3: ::_3::2: ❖: a : 1:7.....0—fill) PACIFIC COMMUNITY DESIGN II S2Z `V 22 'ao• TENSION ..SII • TRUSS ROD ... TRuss Roo •• :t:: WIRE :: ��. 12564 SW Main Street Tigard, OR < ..m._ry *vy, .- •Navy•. .. , 4, T 4 S. T 7, r ' v* ' -',> ' *v"v* >v''v'Y ...:',2 'v,NvvN*,,v ',,vv�;• 97223 cn ; TWISTED AND '' o Q < (. 4 [T] 503-941-9484 p I BARBED i. 1 , i 7 i SELVAGE �. �. -, •; 3RD SUBMITTAL: o r Q 4 % 1 7 ` • •' : 2ND SUBMITTAL: CA , 1ST SUBMITTAL: 04/20/2024 1 co TOP HINGE 12' OR 15' (AS SPECIFIED) (180' SWING) r 1 REVISIONS ep _________.•���� , 4::.13,:�� 3 ��������� . ���• NO. DATE DESCRIPTION •• ,_ •QQQ.1: ,, ►www..:w"!�������������������!,-���� .. k �O��'•!•Q�Op�pOQpp��;v��0���1 ♦���♦ 0 0 • :♦=.-♦-.- ! ►������������������4��FABRIC` I ....-S R t 1 CH tR i> } ��S I �i�����i�i. v bTRUS I�� o w ♦.-.-.-e j ►��������� .�.��,44 BAN Y -�� I R **.. 4.�.. ROD• l I'r � -d- '-- As_BuILT KA° -,...,.. .i;: ..t.,,, ...... -�. -��i r g-.w•--.w.�.--..�.'-..�-w.yr u jr' iv' /�wy��w��-��i��-� r...... ..7.- 12 DATE (oh I21 " ROUND SECTION ;A J\4 BOTTOM HINGE '' \ I APPROVED (180' SWING) I< 12" ROUND SECTION 12" ROUND SECTION A• • �`.s. .„..„ . a (�B PROFF�'(+ �1\\12y \ �GINFF•-"/ ' • • .. ' . .. a • •4 54703 �� \\ A • ''III A �G OREGON o L . : IIIIIII� �� <y 9, 2co ��� Cco \; alllllllllllli _ NB -(iN M•\- Ncp IIIIlIIIIIIIIIIIt��1 RENEWS: 6/30/2025 N .-*".1111111111111111111111116, . I■I■I■I■I■I■I■II■I■I■I■I■I I► STANDARDSEE Q DRAWING320 FOR • • II II Q FRAMEAND G0 OE -I + I PLAN VIEW I I I J1-1""•--B LLJ EAST ` BUTTE O 4 6" MIN. TO 10" MAX �• e, FOIN PLR OACE URED ° . . o i .ti F 5" WITH i If p • Cc) • d•• • REINFORCEMENT • • FOR PRECAST 60" • • • - - MAXIMUM w . w , A 18" I Id • 3 ' M• MAX. s � ' STORM w I DETAILS (5) 0 O i' SUMP • N • u7 s. O •4 : •. . • .i ri 0 .a 28" 27'=0,- cri SECTION A—A SECTION B—B O O co NOTES: i N 1. ALL PRECAST SECTIONS SHALL CONFORM TO REQUIREMENTS OF ASTM C-478. a) 2. INSTALL STRUCTURE ON MIN. OF 8" OF 3/4"-0" COMPACTED BASE MATERIAL. rN 3. PRE CAST REINFORCEMENT SHALL BE REBAR MEETING ASTM A615 GRADE OR WELDED WIRE MEETING ASTM A497. v, 4. ALL POURED INPLACE CONCRETE SHALL HAVE A 28 DAY STRENGTH OF 3000 P.S.I. AND A SLUMP OF D 2" TO 4". ID 5. AREA DRAINS IN REAR OR SIDE YARDS SHALL NOT BE SUMPED AND SHALL BE PROPERLY Q CHANNELIZED. uo 6. PRECAST STRUCTURES CONFORMING TO ODOT TYPE CG-2 CATCH BASIN INLETS ARE AN CD ACCEPTABLE ALTERNATE. (ALL GRATE MATERIALS AND DIMENSIONS SHALL MEET CWS STANDARDS PROJECT NO.: 130-009 6 AS SHOWN ON DRAWING 320). c I TYPE: AS-BUILTS .3 REVIEWED BY: JMH AREA DRAIN o0. TYPE II CleanWater Services Q DRAWING NO. 380 REVISED 10-31-19 c3 cn ----- .F_0 L D3 . 05 Z -� / \ ,- -� 111 \1 )/ 'i \ ��' I i � C - � Building Dreams, Enhancing Lives -) X X X X ( X X - / X DavidWee ey Homes \ _/ \ / / X ,� / v \ U) - - I I \ , -/ L08-1 x x I �' r LOT LOT - LOT 4 3 LOT / \ x 6 2 / GENERAL NOTES: - 1. ITALIC STATION LABELS INDICATE PIPE STATIONING. _ _ _ :, ,i-,,,, ,,, 1i ,��w` ) 21. ALLPVCTOBEASTMD-3034UNLESSOTHERWISE) 1111 FLimi:1,111 � ---4:�I`,��/\ c' NOTED./ /�'i� \ N TYP. pAriFir r�nnAkAl i!sITV npcIGN // // e•,/ N� \> © 10.00' , i I ^ SANITARY NOTES: 12564 SW Main Street Tigard, OR / / ® / ‘1\141144‘111111. 0 . \ PUE, TYP. I /11,� / '� X o 97223 /�;� �� - - _ _ LOT )( ��' /��/ ;, U < 0 INSTALL SANITARY MANHOLE PER CWS DWG NO [T] 503-941-9484 LOT - -�- �� 7 / s o �: I 14 1 I�� 010, SHEET D4.01. 3RD SUBMITTAL: 1 �- AIM .r 6, N II 2ND SUBMITTAL: Ipt, SD 1 W W W W W o \ / /1 x;111 +oo � 1A CONSTRUCT SANITARY MANHOLE OVER1ST SUBMITTAL: 04/20/2024 ��� �� - i "I EXISTING PIPE. CONTRACTOR TO FIELD VERIFY 6+00 SD Si 5n �, �� sl; EXISTING INVERT ELEVATIONS AND REPORT It .. _ �� / `\ REVISIONS 6+73 '3 NO Oxo • \ .: w DISCREPANCIES TO ENGINEER. PO 55 15 SSLN-A 55I I 55 I55 ° Iglill0 so 0 • ° - ` 1 / - nr�� I I�I NO. DATE DESCRIPTION 6+� 5+� l \ - - 11.47I.A1 % I- 2 INSTALL 4" PVC SANITARY SEWER LATERAL C� - - m4 _ - - �_, so �� - -� `' 6S=0.0200 MIN. PER CWS DWG NO. 520, SHEET o�111:'ir ,s, 1;211111ss 11/ 411111111411 ------- ��I\ `,�D d� I��lf� `_,• . ,• , ----------„,11111111111116:r �\ / X X )( )( )( X D4.02. SEE TABLE THIS SHEET FOR LATERAL \104\14 � o o . - �� � � - - - \\ ��.!;�` / `!� INFORMATION. 1 - r . fQ e/ . .. •. • . T�. As_BuILT .r O \ �� / © \ \� \���: . SSV.q 3+pp W 2+00 W O W X 1+ vi DATE 21 � � TYP. 0 ss 1 ss ss SANITARY LATERAL TABLE SSMH / �� -I 5� - _i_ APPRRNED J\4 A4 �� � � _ i SSMH \ ss SSLN-A 2+0IW 0 - - - / � = A3 �� 3+00 s5 SW BUTTE TERRACE r> '• •. ' • .p • , �' LOT # STATION LENGTH SLOPE IE AT MAIN IE AT LOT MATERIAL COVER AT xx LOT END nw bb 4S _ v, 1 3+91.22 (SSLN-A) 45.64' 1.7% 356.0 356.8 PVC ASTM 03034 4.5 LOT - _ _ - - - - _ _ 3.44% -S.71 37.28 $ 8 Q - - - - - _ O SSMH 356.5 357.3 3.2 F- Al x 2 4+51.63 (SSLN-A) 42.56' 2.00% PVC ASTM D3034 LOT V LOT SSMH i� 356.15 357.00 3-(r 10 ( Q ) 11 LOT O A1.1 3 5+17.62 (SSLN-A) 43.00' 2.5% 356.8 357.8 PVC ASTM 03034 2.5 �> Q _ 2.00% 356.42 357.28 12 SSMH 48.4' 1.6% 356.9 357.6 3.2 LOT A2 4 5+46.62 (SSLN A) PVC ASTM 03034 0) _ 13.00' 2.00°G 356.53 357.39 -37-3- 3.0 -� 9 x c'v1 5 6+16.00 (SSLN A) 73.36' 2.1% 357.1 358.7 PVC ASTM 03034 3.0 0 _ 2.00% 356.81 358.28 - 1.4% 357.5 358.4 3.8 ���D PRO, 01\'12y �) F -6 6+52.60 (SSLN-A) 65.24' 2.00% 356.99 358.30 PVC ASTM 03034 - ��"�G I NFA ,/ x 2.7% 357.4 358.6 4.1 ,,,,,G, 1\14.-4,4 , E I _ x _ 7 6+52.60 (SSLN-A) 43.79' 3.83% 356.99 358.67 PVC ASTM 03034 -4-9 54703 _ SCALE X 357.4 359.1 3.2 - \\u E • I i--7---- Ai* "\__ - / 30 0 1 5 30 0 '�' 8 6+52.60 (SSLN-A) 46.49' 3'7� PVC ASTM 03034 ',r ( 2.84°G 356.99 358.31 vOREGONo ) 357.1 357.3Xy ru x - X u \�I // INCH30 FEE _ 9 6+06.28 (SSLN-A) 54.38' 0.3%00% 356.77 37.86 PVC ASTM 03034 `'q 9 , N\)\'\ / i 1 ! 44 , .1 10 5+38.02 (SSLN-A) 24.9' 1.7% 356.8 357.3 PVC ASTM 03034 3.3 iN M. o _ 27.00' 2.00% 356.50 3,7.04 --(r 0 11 4+61.62 (SSLN-A) 29.8' 1.2% 356.5 356.9 3.6 RENEWS: 6/30/2025 SANITARY SEWER SSLN-A - PLAN 27.04' 2.00% 356.19 356.73 PVC ASTM 03034 12 3+79.00 (SSLN-A) 30.5' 1.1% 356.0 356.3 PVC ASTM 03034 5.6 HORIZ SCALE: 1" = 30' 26.41' 8.21% 3%.66 37.83 -- w w J U- 0 CY 0 °.6 EAST 8" OUT N J Q IE: 356.79 BUTTE 357.12 Z 370 - - 370 o 013.5 o _ _ _ - 9' o� FINISHED GRADE ® PIPE CENTERLINE - - - _ x14.40' -w w _ - - _ _ L__ 48" SD 3B N _ _ RIM: 320.88 j ' - � � SSLN-A o EXISTING GROJND C PIPE CENTERLINE 4" IN W 0 J IE: 356.99 4" IN SE PLAN & O ��n 357.48 IE: 356.99 _ _ - - - - - - - - - - - - - - _ _ - a_ce360 - - --�� Yq:� i PROPOSED WATERLINE, TYP. x13.19' x11.26' 357.40 PROFILE z _ - 360 4" INS - I 't ` - - / -69.9 LF 8" (PVC ASTM D3034) IE: 356.99 357.44 i5, o _ 51.63 0 o iI I �- a I - S-19.9(91 0. 64 SSMH A4 PLAN N ° 209.43 LF 8" (PVC ASTM D3034) , i- a./ 1 r _ TN a _ a O � 132.96 LF 8" (PVC ASTM D3034) c� 14.13' 0 NI 1109 / _ 150.20 LF 8" (PVC ASTM 03034) z o: oo � o � CS 0.0040 o ^ N, M _ - 0 0 0.0037 158.52 5=9 948 T. ^ M MANHOLE 4CIRCUFMFERENCE _ 1 x M J Q M M 8" SS/12"Sp M �, M 0.0047 O M "' w 0 • OD Z 2.56' CLR J a ° "' Ir, Lc') ^' M w Lu 360.00 In ao w > 8" OUT NE 8" SS/12" SD "' ? Jb �,• M m a350 TIE:3�6-�9- 1.17' cc; SANITARY SEWER LATERAL, TYP. - o z a 350 0I. 3.43' CLR 43 N I M ;, Z I `M°• Ni- o "'• n t7 ow i .o N N o N -- n �° ' '1' l7 x O 357.12 v - , In c i 11 IS PROPOSED STORM LINE, TYP. CO n N w , m N X w = . Q + W + •O Z Z Z O `O• M I CO Co y�� M Z L�f') W Z _ M W W W W M M O O� N ul O Q rn Q v, Q Q Q + W + so Z N Oc'sM N Z c„ � m vH v M - No -� � II 0 o m N of J Lil 355.00 Q N N N cf W = II II II W_ W Q t W t �O Z N to Lj Q Z Q M M M - O • o v, , c. , = II II Il w w h v z 4" IN SE 4" INS i �. c" Fe CO oo Z M PROJECT NO.: 130-009 N m - . n 1- o`oo o IE: 356.99 IE: 3,6.99 0) VI VI -- VI Ce CO rn 1 v 4" IN W TYPE: AS-BU I LTS c Q a `O Z o o - I. 1 ~D 357.40 357.44 Q N356.99 vNJi II w w = o - i n w w WZZ O z IE: 357.48 REVIEWED BY: JMH M - - Ln to .� V1 E CO CO N < m < - - - o I� CLASS 'B' GRANULAR BACKFILL 350.00 3401 I 340 SSMH A4 ROLLOUT DETAIL 0 6+60 6+00 5+00 4+00 3+00 2+00 1 +00 0+75 o SANITARY SEWER SSLN-A - PROFILE400 Q HORIZ SCALE: 1" = 30', VERT SCALE: 1"=5' z LOCATE FRAME - STANDARD MANHOLE FLAT TOP AND COVER OVER W/REINFOORRCEMENT _ 58" DIA. ' I.LEDGE OF AT Building Dreams, Enhancing Lives LEAST 12" IN i David Weekley Homes :�' '.=°, WIDTH `� RUBBER GASKET FLAT TOP r -' 6s" MIN. BETWEEN W/REINFORCEMENT l __ 1 !:• •:`�:;; �, KNOCKOUTS 2 JOINT DETAIL ..: • f►I WILL VARY BY M MANUFACTURER -' ,•:`''• / i , co ''. M. 'IL ) O 0 1 1/4" . °:•, • #6 BAR AROUND OUTSIDE OF OPENING 10" ' .. • #6 DIAGONALS BOTH SIDES OF OPENING TYP ;:• 0.***:�' 25 '0, �1-1/8" �/ °' �.'-.:.' #6 6" O.C. BOTH WAYS - - - to �' • -�r - /�= 4 i0 i l0' MATERIALS: DETAIL "A" STANDARD FRAME AND COVER OR MAXIMUM 27" FROM WATERTIGHT FRAME AND COVER.SEE NON-SHRINKING GROUT 48" TOP OF FIRST STEP 11 STD. DRAWING NO. 110, 120, OR 130 - ' ° ° ° ° ° /IF TO TOP OF CASTING �- Q / MUSTPLASTI CONFORM WITH ASTM SET FRAME IN NON-SHRINK � 10-3/4" GROUT CONSTRUCT r.�at m I 1' j1 / 1 CHANNEL AND MIN 12" C-478. STEEL REINFORCING NOTES: • - - - m ; 12" SHELF IN FIELD BAR MINIMUM 1/2" GRADE 60. j°' GRADE RINGS (2",4",OR 6") 1"/FT SLOPE �� �_ MEETING REQUIREMENTS OF 1. ALL PRE-CAST MANHOLE SECTIONS SHALL CONFORM TO - : •-+' MAXIMUM 12" SET IN z0 THE REQUIREMENTS OF ASTM C-478. "°• . MAXI SHRINK GROUT -.. 2 ASTM A-615 ENCAPSULATED 2. SEE STD DRAWING 020 FOR POURED IN PLACE CONCRETE i u n WITH INJECTION MOLDED MANHOLE BASE. = s. % PIPE I I COPOLYMER POLYPROPYLENE I.D. • COPOLYMER POLYPROPYLENE PLASTIC WITH SERRATED SURFACES. 3. ALL JOINTS AND RUBBER GASKETS SHALL CONFORM TO _w • STANDARD ECCENTRIC °a `:'an' PoomoosOni€11) THE REQUIREMENTS OF ASTM C-443. 36" CONE SMOOTH FINISH CHANNEL TO j/ • 3/4 VERTICAL HEIGHT OF '� PACIFIC COMMUNITY DESIGN --4a. ' 1/2" GRADE 60 REINFORCEMENT / 4. ALL PIPE CONNECTIONS TO MANHOLE SHALL BE °, • PIPE -c.^ - i-- °:a ,... :° '•;. WATERTIGHT. ; :°<. T �., MANHOLE SECTION • °••'d',p.:•.• a. •. ,• . 12564 SW Main Street Tigard, OR s• '••��(VARIABLE 1' 4') 1 • • • • s� "'.o<.a':'46 " : g , 5. PIPE CONNECTIONS OF 24" OR GREATER SHALL REQUIRE A 4• • 48" MINIMUM 97223 MANHOLE AND CHANNEL DETAIL. 6" MIN. ° :a [T] 503-941-9484 6. PIPE CONNECTIONS OF FOUR OR MORE MAINLINES SHALL • � • • r • r r r r• • • REQUIRE A MANHOLE CONNECTION AND CHANNEL DETAIL. D MANHOLE STEPS SEE • • • • • • •.•.• •.•.• • • • • • • • •.• •.•.• • •..••..•. NOTES: 3RD SUBMITTAL: g ••i STD DRAWING NO. 100 ' --5" MINIMUM 12" MINIMUM OF 3/q"-0�� "• • • •• • • • • • • • •• • • • • • • `• • • `• • •• •=:. ' : 1. ALL STEPS SHALL CONFORM TO 2ND SUBMITTAL: z i � r �� � � �� � � � f� � � f� �� r� � � r� � � ���= 5-34' .- 7. PROVIDE A MINIMUM OF 8" OF INTACT (UNDISTURBED) COMPACTED BASE ROCK �•V •, . .. . . �:. _ _ . . e t . ..�_- / THE REQUIREMENTS OF ASTM 1ST SUBMITTAL: 04/20/2024 MANHOLE WALL BETWEEN PIPE BREAKOUTS AS MEASURED _ '�.l• ole` i •' 4 °° C-478. ON THE INSIDE FACE OF THE MANHOLE. b '•' Ai SEE DETAIL "A" . 8. BREAKOUT OF WALL FOR PIPE SHALL BE 2" MINIMUM AND . U33E GASKET ate•• • 2. MANHOLE STEPS MUST BE REVISIONS 4" MAXIMUM CLEAR OF PIPE WALL. :,� FLAT TOP NOTES: • 4 1•1111liiI�, __ TIGHT AND FIRMLY EMBEDDED. Il 1. ALL JOINTS AND RUBBER GASKETS SHALL �_ NO. DATE DESCRIPTION 9. THIS DETAIL LIMITED TO MAXIMUM INTERIOR DROP OF 12" y:.: C ) CONFORM TO THE REQUIREMENTS OF �. a: . 3. ALL STEPS WITHIN A MANHOLE FOR SANITARY CONNECTION AND 48" FOR STORM •_.� O P TI O N A ASTM C-433. • II CONNECTION. •. ° CONSTRUCT . . ° SHALL BE OF THE SAME ' 4. CHANNEL AND MIN 2. ALL MANHOLE SECTIONS SHALL CONFORM :,° DESIGN, TYPE, AND SIZE. 10. WATERTIGHT/TAMPER PROOF MANHOLE FRAME AND .'4 12" SHELF IN FIELD 64" DIA. TO THE REQUIREMENTS OF ASTM C-478 COVER SHALL BE USED IN ALL EASEMENT AND OFF 25" AND APPLICABLE PROVISIONS OF STANDARD 4 • • ; !' • 12 (MIXING OF UNMATCHED STEPS AS-BUILT STREET AREAS. SEE STD DRAWING 130. •-: MANHOLE, SEE STD DRAWING NO. 010. 4 '' ° IS NOT PERMITTED). 11. ALL JOINTS AND RUBBER GASKETS SHALL CONFORM TO THE • 3. STEPS REQUIRED ON FLAT TOP MANHOLES DATE (pl,ll2't ° DEEPER THAN 48" FROM FINISHED GRADE TO 4. STEPS ADJUSTED OR ADDED REQUIREMENTS OF ASTM C-443. L...PIPE 8" Q a,1 I�I�II�IIIII,� • TYP °I I, a I.E. OUT. wwwwwwwwwwI♦ SHALL BE EPDXIED IN HOLES J I.D. -- a ,_ _ _ 1_ _ _ _ _ ° •- THAT ARE FREE OF MOISTURE :M ° .. • AND DEBRIS. (EPDXY TO MEET . . ..EI ... . _-:: . . -g•�` y -'- 41111=11 W.1 I 48" a ASTM C881). NON-SHRINKING GROUT ` ` •, I 1 SMOOTH FINISH ' I se-4,404 a:404 CHANNEL TO RUBBER GASKET 3-3/8" FOR PLASTIC R S•• S!.. ..5. � ' !,-0..A •� �,!, 3/4 VERTICAL SAFETY STEP 12" MINIMUM OF 3,"-0" COMPACTED s`S 0 N e • �� •t• •,••! HEIGHT OF .efi iii.=�1}�0 - - ....evii�i irk• ' PIPE BASE MATERIAL - STANDAD Vl A N H O L EC1eanWater Services FLAT TOP N A\ HOLE C1eanWater- Services V A\ HOLE STEP C1eanWate-r Services _DRAWING NO. 010 REVISED 12-16 DRAWING NO. 050 REVISED 12-16 DRAWING NO. 100 REVISED 12-16 0 L PROiFa> Lo)\\12y ._ G I N4..Z, * a 54703 co -WATERTIGHT MANHOLE RING IllPROPERTYco `\ cV 0 1. ALL STORM AND SANITARY SERVICE - 79'1 3.7 " PIPE UTILITYNOR LATERALS SHALL BE MARKED ON THE v OREGON ^ o SIZE AS EASEMENT TOP FACE OF CURB AS FOLLOWS: v GZY 9 ,LOO NA O 1 - SPECIFIED •STORM DRAIN LATERALS "D" p /r (3, MI i . viL •SANITARY SEWER LATERALS "S" -9 4 IN M•N Q I FRAME WILL BE ATTACHED TO THE i _° RENEWS: 6/30/2025 1,1 Q PRE CAST 3/a" CONICAL I�AFNHOLE TDI'/ CONE SECTION BY USING A 2. LETTERS SHALL HAVE Yz' MAX. WIDTH HOLES (2) SANITARY "REd HEAD' AN{ IOR OR EIJAL) THAT 45ANDA MAX HEIGHT OF 4" a' J COVER ONLY 1‘4=0, 01. A MIN 1-1 4.D. V�(S. STEEL. MASHER 11=0 ✓ / / 3. LETTER SHALL BE CENTERED ON TOP r w NS�TALLA HOLD Y14 LRS CR TO $E )ji / FACE OF CURB. SECURE 2X4 IN PLACE O • 0Q 1 1/2" PICKHOLE THROUGH THE RING SO THE BOLT CAN BE AGAINST PLUG W/ CURB STAMP DETAIL ' ATTACHED TO TOP SECTIONiiiiiiiil .lirBACKFILL TO PREVENT PLUG BLOWOFF LU INTEGRATED N GASKET ON >- 26, �n �, � E EAST z C .----------- HEIGHT - PROPERTY LINE TORBUTTE Q UTILITY EASEMENT `n t t A" 4`125" STORM 12" OF HEIGHT: TOTAL 2X4 LENGTH OF 2X4 p 24 1/4"• ill OR ly LOT#: AS SHOWN ON } SANITARY MIN 1 LOT# APPROVED SET OF O - .� 37a SEWER 36„ PLANS MARKINGS TO 2X4 LU w w `i� SEE DOLT BOL I _DOWN MAIN P Lq FACE STREET L1JCOVER TOP o I- SECTION A-A N N z z - - DETAIL DETAIL - COLOR CODE SURFACE ' E I L j GROUND (WH TE-STORIM)RY) 12 24-3/4"h d".1 Iw NOTES: �- 1 `� 1. COMPOS$TE WATERTIGHT/TAMPER PROOF MANHOLE FRAME AND COVER SHALL BE USED IN ALL EASEMENT AND OFF STREET 1 SANITARY J 7)8" - i i ii ` r w AREAS. NOTES: MIN Q -�-�-� 2. THE WATER-MOH-I" MANHOLE GO'+>EN FRAME SHALL BE GMI 2&00 SERIES OOMP052tE FRAME ANC COVERMANUFACTURED BY 36 m S EWE R 1. FOR NEW CONSTRUCTION ALL SIDE SEWER w TITUS INDUSTRIAL GROUP. INC, DR 1T5 EQUAL. a 22 1 2 zQ p AND SIDE STORM PIPELINE CONNECTIONS GROUND E. >- 03 Q 3. THE LOCKING HECHANISTA SHALL BE A TIMSTUFT-�'. MANUFACTURED BY TITUS INDUSTRIAL GROUP, INC.OR ITS [DUAL TO 8" AND 10" MAINS SHALL BE WITH SURFACE MAGNETIC-- > DETAILS . . o FACTORY FABRICATED "TEE" FITTINGS TAPE Q 27 m I- 4. THE Tw1STLFFT-P. C 1POSTIE ACCESS COVER LOCK IS DESIGNED AS A SECURITY BOLT REQMIRINC A SPECIAL 100L TO OPERATE UNLESS OTHERWISE APPROVED. - Z 1 25' I THE QUARTER TURN BOLT AND LIfT THE COVER FROM THE FRAME. IT FUNCTIONS WITT+ EITHER THE STANDARD CAM LOCI{ X Q2. PIPE MATERIAL SHALL BE ONE OF THE N QUARTER TURN PADDLE, OR THE EXTENDED 'SURCHARGE' PADDLE. FOLLOWING - I- N % _ _ o / 5. THE BOLT SHALL BE MACHINED FROM 316 STAINLESS STEEL A. PVC ASTM-D3034, ASTM-C900 11E1117'll o / / 3" 7" B. DUCTILE IRON CLASS-50 LABEL MAGNETIC TAPE WITH BLACK LETTERING STATING (STORM ONLY) THE FOLLOWING: II=II ° 1 1 2•• Al C. THE BOLT FEATURES A DOMED HEAD W1IH 3 EQLFALLY SPACED 'J' SLOTS RUNNING HORIZONTALLY AROUND THE DLT HEAD, z f//.I ���� C. A-2000 PVC ASTM 949 III_ W D. PVC RIB MEETING ASTM D 1784 FOR SANITARY: "CAUTION SEWER BURIED BELOW." J 7. STANDARD BOLT SIZES ARE 14MM COARSE THREAD WITH A FLAT MACHINED ON TWO SIDES T ENGAGE PADDLE. E. CPP MEETING AASHTO M252 FOR STORM: "CAUTION STORM DRAIN BURIED BELOW." I = Q 3" 3" PLACE 18" ABOVE TOP OF PIPE AND AGAINST 2X4. 111111 1- 00 % 8. THE PADDLE IS DIE CAST FROM 304 STAINLESS STEEL AND ALSO AVAILABLE I1 BOTH STANDARD CAM LOCK DESIGN, OR H. o EXTENDED SURCHARGE CONFIGURATION, 1111111 23" j 24-1/2" _ 9. THE BOLT AI+4D PADDLE 1,411.1 BE ASSEIABLED USING TWO STAINLESS STEEL 14 MM NUTS, THE BOTTOM NUT IS A STANDARD I -I� N 31" NUT THAT WILL BE TOPOL1E TO 35 FT. LBS. TO LIVE THE DESIRED TENSIOFI ON THE BOLT, A SECOND FI'&0CICS; LOCI( NUT IS III= N USED ASA JAM NUT. ANNJ TORQUE TO 90 FT. L . STAINLESS STEEL WASHERS ARE USW TO- PRQ 1IJE CON$IST NT TURNING I1= CAP/ _c RESISTANCE. •, - PLUG SECTION VIEWyY-� , ;7'-Y'=Y• �'L 111111 _ 10. A 5/16 STAINLESS STEEL SET SCREW, SET INA THREADED HOLE IN THE COVER BLONDES FORA STOP AT % TARN OF �- 5 OPERATIO#J. 1 g - -1',1:1:• !. _ -I* r I•'.� ._I 1� •Y•Y •Y •Y r • •Y •YQ��Y:,•Y.•r Q NOTES: 11. THE DOLT 'MLL SE OPERATED BY MEANS # A SPECIALLY MADE OPENING KEY CONSISTING OF A SPECIAL SOCKET ATTACHED L �TLY!_4Y�iY•iY'�' `n 1. SUBURBAN TYPE FOR USE IN TRAFFIC AREAS OF LOCAL AND NEIGHBORHOOD STREETS. TOA 'T' HANDL€ USED TO BOTH TURN THE BOLT, ANO LIFT OUT THE COVER, I���i. iT Y�i• ��,�,•'• p e O ..4$1 -00-- MINIMUM SLOPE FOR 3/4"-0 PIPE ZONE ^T^EFTS. �••!:� . • -,-- 6" PIPE = 0.010 PROJECT NO.: 130-009 N 1. STANDARD TYPE FOR USE IN TRAFFIC AREAS OF ALL PUBLIC STREETS. L L Lf " MATERIAL AS SPECIFIED � 12. ONE SET OF REPLACEMENT OPENING KEYS 'NILE BE PROVIDED T4 CLEAN 'MATER SERVICES AT TIME OF INSTALLATION, ►���.�•.►�._•I.1••� 4" PIPE = 0.020 C 2. COVER AND FRAME SHALL BE GRAY CAST IRON ASTM A-48 CLASS 30. '.•' ' Y''x'•'�^i TYPE: AS BUILTS 3. COVER AND FRAME TO BE MACHINED TO A TRUE BEARING ALL AROUND. •414.41,44 00 �r aY.�_ 2 4. 1 1/2" PICKHOLE IN LID FOR LIFTING HOOK. 13. THE BOLT HEAD 15 PROTECTED 6Y A 1h1EATHE[R RESISTANT PLASTIC DEBRIS CAP, THE CAP IS INCLUDED IdT}4 EACH LOGIC, REVIEWED BY: JMH 0 14. SEE LOCAL JUR15DICTJON REQUIREMENTS F0 USE IN TRAFFIC AREAS. ELEVATION 1 SU3U3A\0. � A\ D STA\ DADS WATETOHT MANHOLE fV ANHOLE E� AfVE AND COVES \ SIDE SEWED / SIDE STOW "' C1eanWater Services FRAME AND D C V E fear�r Services C1eanWate� Services P PELI \ E a DRAWING NO. 110 S A\ I TA Y REVISED 02-17 DRAWING NO. 1 30 REVISED 12-16 DRAWING NO. 520 REVISED 12-16 i D4 . 01 z oLuEBuilding Dreams, Enhancing Lives David Weekley Homes a \MANHOLE STEPS SEE •..• 3/4" SQUARE STD DRAWING NO. 100 A A B B 48" MINIMUM ,;e" Cl t1 ❑ STANDARD CAST IRON CONCRETE COLLAR El I1 III ■ .s •— �_ FRAME AND COVER M DRAWING NO. 510 STANDARD MANHOLE Q ❑ S N ❑ B GRADE RING Ph AY V J - NiJ cwi� 5" MINIMUM (NON-TRAFFIC APPLICATIONS) nEL ADD ❑ ❑ ❑ ❑ y SMOOTH FINISH CHANNEL TO I I• l. m c _- �o / �_ Q D 3/4" 1 PIPE 3/4 VERTICAL HEIGHT OF PIPE. . ___ 4 a 4" MIN. I.D. FINISH GRADE -1i- -i1 -ill 111_111 • • -1 - I I= 1 6"MIN. (ASPHALT, CONCTRETE,OR OTHER) =- 111E111- — = II F!,............!li, . `: •0•�'' WATERTIGHT PIPE PLUG II-I1I-I1I-III ' 004_ III-.I •' .. "'• ' + '":• CONSTRUCT CHANNEL AND -III—III—III t!i ,!'•�A— - WITH STOPS OR • 7/8"• MIN 12" SHELF IN FIELD — _ : WATERTIGHT THREADED • .� •; - -III_+� !. • III—III- CAP AS APPROVED BY --...--10--..--- -:111E111-1 0" I I-III-• .0•0•.I I I • elelf .,jr r tr ! . �� • • • LOCAL JURISDICTION. 0.s.. -I -III .•....�_ —III- ��� I 1 I I-III--_� _-111E11' t _7;� 4:_: �.� -r ,� 1 I 1-I 1 I-III • r zozoos. T_ I,I` r � 1 2" MIN. CLEARANCE 7111-E-111-41. <. =1 I I- PROVIDE 3/4"-0 FOR SECTION B-B . 3 ������ 1� I= r. • .} ._. III=I 1- A MINIMUM OF 6" . _.12" MINIMUM OF /4' 0" 1" MIN. ��—'I� •"' �; -' — AROUND CLEANOUT COMPACTED BASE MATERIAL OVERLAP 1 6° I ---- A("I�Ir (`('1l�AAAI IKIITV FCI • MIN.F•� P nGN 9 12564 SW Main Street Tigard, OR 48" PROVIDE 1/2"GAP (MAX.)-- X� ;•��•• Z BETWEEN CLEANOUT PIPE III= X!•��; ' ' Z•-I I I=I I 97223 O AND GROUT COLLAR. , —I I�I�� ,1, Y ; . .I11III- SECTIO\ A—A wI - � ��� ����-III= [T] 503-941-9484 5" MINIMUM -I =III X:'x 'x <'' '':•se _= •- 3RD SUBMITTAL: 0 III-III=1 M ' I 11E11. 2ND SUBMITTAL: =I 1 I=I 111.x�.�' _..0s 1=III=1 —III III=III� ���- �:•��t.� III=III= L `. V 1ST SUBMITTAL: 04/20/2024 SMOOTH FINISH CHANNEL f-;•�-". / X �' \ / TO 3/4 VERTICAL HEIGHT =I -I -I = ISI I � I ksil•1E11I-I1I. �o w —I I-I I I-III-1,•--'�; r't, if'x; -III-III-1 to Q OF PIPE. =IIIIII-III—III-I I II I I-III-ITI-I �: 401 fr tt'=ITI=ITI= o REVISIONS PIPE -III-III-III-III-III-III-III- -x -x -� � I I IIII-� I. — s" MINIMUM OVERLAP. ._�fir•�v?7���wr-wfr1�1v1wT4we%�S.g i'd".•••1=III=III- NOTES NO. DATE DESCRIPTION I.D. � � �:��:�:�:�*-���: ,Z.Z._.S. . I I I=1 I I- illirAliMir / • , .•.•..a.. • '• .lsl�-1 Ra �4Z =.L���-Lt1�Ii-1• ��'-1��I —III= 1. Y4" ALLEN HEAD BOLTS +• •. '' I I II I I— 1" LONG RECESSkNS • ! CONSTRUCT CHANNEL AND —III—III 2. ALL PERMANENT• • • • �' �• TO HAVE BOLT D . 6• • NIMUM CONCRETE 3. MATERIAL SHALLRAY AS—BUILT • • •• • • •k.._ _ I. CAST-IRON, ASTM A-48, t • -• • • • • T - -� •. .......4.rVIAMI V14 .- ,1. .•.. .•�. .. .� eller i • d •• •• • reiffil III I I P"+ + v a u + v+ u s •s s +u a •-•-•- • :�.� ,• —I I CLASS 30. DATE �pl�l l2`1 xiIt!.A,f) - 4A741-10-40-11" CONCRETE ENCASED 12" OF 3/4"-0" 3/4" 0 BOTTOM OF WYE . A ',A NOTES: COMPACTED BASE ROCK FOR PLASTIC PIPE 3/4" 0A 1. ALL MANHOLE SECTIONS SHALL CONFORM TO THE REQUIREMENTS OF ASTM C-478 AND APPLICABLE PROVISIONS OF STANDARD MANHOLE, NOTE: DRAWING NO. 010. DETAIL 1. CONCRETE ENCASE ENTIRE WYE SECTION AND 45° BEND IF CONCRETE PIPE. 2. ALL POURED IN PLACE CONCRETE SHALL HAVE A 28 DAY STRENGTH 2. STAND PIPE TO BE SAME SIZE AS MAINLINE UP TO AND INCLUDING 8" PIPE. OF 3000 PSI AND A SLUMP OF 2" TO 4". MAINLINE GREATER THAN 8" SHALL HAVE A 8" STANDPIPE. VA \ — OLE BASE . CL- A \ OT ERAV - STAN Services STANDARD CLEA\ 0 _. T CleanWater Services A\ D COVE CleanWater Services t DRAWING NO. 020 REVISED 11-16 REVISED 01-13REVISED 12-16 PROF (oh\j2y •— DRAWING NO. 500 DRAWING NO. 510 �5� $. I NFF � 54703 • N 6" MINIMUM CLASS B CLASS A v OREGON & o o�cNi SURFACE RESTORATION vlir g r 2 #� (Ni_ AS SPECIFIED 4/N M•\)‘ Q . b' • SEE STD MOUND EXCESS NATIVE MATERIAL RENEWS: 6/30/2025 CONCRETE �1 "f F I OVER TRENCH TO ALLOW FOR N 6 M DRAWING 600 `� i `� • ' T-CUT ASPHALT SETTLEMENT Q DETAIL Ow II - I-OPMbii .` ITI-III- - I-III-1 1 I-1II-1II .. '1111 I— '''-III-1 I I = �: CM IN1h1Uh� a ° ° f T 1. A. ' a °illllilllli III illllli Illi II—III= w i _ I I H I I1 I I—I I I—I I I-_ I I 1=11 ' III_II-III-III—II1= a V/� 1-111 12" NATIVE TOP SOIL J Q �-111-11' —111- i 1111111_, HI- IF TOP SOIL EXISTED Q '� '4. �' III-1 . 111=111E 95% COMPACTION 90% COMPACTION —_ ' PRIOR TO EXCAVATION. EAST 34"-� - • • =III- WITHIN 36" OF , / / Z A _ .. b 1 '4• ' `- . + •• __i _ SURFACE I I CRUSHED ROCKtf. —I 11—I 11J a / / I I I_ «� $ACKFILL a ' • ya°n '° o °° o ° g° y�11fCIM I}rl 111— UNDISTURBED BUTTE N ' ` 11 1— ° a l L 1-1 1 EARTH 2 - �9O% COMPACTION V7/ / NATIVE III= r) L UNDISTURBED 1=11 MATERIAL —111 EARTH a BELOW 36"OFEND VIE 111111 -DEPTH / // 1I I I VARIES 3/4 ROCKRUSHED / 1 I 6+ MItJIhtUM 5" MINIMUM // / SANITARY J 4 01}ttD ALL F'4FtT10N5 AROUND-IE ALL RORTICNS QF THE PIPE 3. b OF THE PIPE ° I / SEWER a ° �- . . :. ;'' a°ouiDETAILS (2) Q - _y, 3/4"-0 CRUSHED a 4 I 1/2 PIPE ROCK PIPE ZONE a O.D. PLUS 6" v)<2 _i_ �� �� I edi -III • ••:--g-" -"-"t -�`* -` 'I-111-1i Iii 3/4„-0 I 1=1 -�•-�-x- - -->� -� -Y- I I1=111= o b +� _ -. PIPE BEDDING -III II 1.1i 1k 1 1 1� .• _ ' _ : : • - 44i.'040.04.104.1=111=111 �� - I I tY• 1 ! .• •Y �•! $ ! !�: � :� III-III-I -III—I0I�I�Iy1�1�1tati�1�eeta 1� tall 11-11 I-1 11811 1, w _ '=7tr f 't ! !• zt•!t ••t• • o '.\;'...,:::'. -111=1 1 1111-111- .6. CQ CRETE -111-111-111-111-111=111=1 1=111=I1I-111=I1I=I1I-I1I- -TI ,1101=I I I-111_I 111111 1111 1111-111-111_,I DIT LENGTH AS DIRECTS —111. —1 1_ 1I TRENCH STABILIZATION: t MIN11LFM 2' 1/2 PIPE O.D. PLUS 4" MIN. FOR PIPE SMALLER THAN 18" IF REQUIRED, TRENCH STABILIZATION N 1/2 PIPE O.D. PLUS 6" MIN. FOR PIPE 18" AND LARGER SHALL BE SPECIFIED SEPARATELY 2 AND PLACED PRIOR TO PLACEMENT SIDE I E k � OF BEDDING MATERIAL. YV 5 NOTE, N OTE: Q 1. CONCRETE SMALL HAVE A 28 DAY STRENGTH OF 1. ALL COMPACTION REQUIREMENTS PER AASHTO T-99 AND ODOT/APWA SPEC 00405. 3000 PSI AND, 2" TO 4" 51_UJMP, 2. THE TRENCH WIDTH AT THE SURFACE OF THE GROUND SHALL BE KEPT TO A MINIMUM NECESSARY TO j INSTALL THE PIPE IN A SAFE MANNER. PROJECT NO.: 130-009 a 2. PRIOR TO INSTALLING THE CONCSZETE ENSURE Ti-IE 3. THE MINIMUM TRENCH WIDTH IN THE PIPE ZONE SHALL PROVIDE A CLEAR WORKING SPACE OF SIX iO1NT iS SEAL IN A MATTER AS NOT TO ALLOW INCHES OUTSIDE THE MAXIMUM OUTSIDE DIAMETER OF THE PIPE BEING INSTALLED. TYPE: AS-BUILTS 3 CONCRETE TO ENTER INTO THE INTERIOR OF PIPE, 4. IN ALL CASES, TRENCHES SHALL BE OF SUFFICIENT WIDTH TO ALLOW FOR SHORING, PROPER JOINING O OF PIPE, AND BACKFILLING OF MATERIAL ALONG THE SIDES OF THE PIPE. REVIEWED BY: JMH 0 o 0I CONCETE EC SE E T/ TE \ C — BAC ,< f LL CLOSURE LLA ; DETA LS CleanWate Services 0 i, DRAWING, NO. 55O ¶ E�e1SED 12-16 DRAWING NO. 590 REVISED 12-16 D4 . 02 z Building Dreams, Enhancing Lives David Weekley Homes GENERAL NOTES: / \ 1. ALL PIPE AND FITTINGS SHALL BE DUCTILE IRON, \ ( \� / iiiii, ( \ CEMENT LINED, OF NEW MANUFACTURE AND MADE IN THE USA. PIPE SHALL BE "TYTON" JOINT --X- / , . ,� A ( ) X )( X X X X ` '--'/ X - o / \ / — + DUCTILE IRON, CLAFillfel.00.111111) SS 52. ALL FITTINGS SHALL BE / - MJ (MECHANICAL JOINT) UNLESS OTHERWISE II r ci it (-MA k Al INITV r),wCIGN \ / _ SPECIFIED. \ 12564 SW Main Street Tigard, OR / 97223 I \\ J/ I [T] 503-941-9484 WATER NOTES: 3RD SUBMITTAL: 2ND SUBMITTAL: LOTx 1ST SUBMITTAL: 04/20/2024 5 x e INSTALL 1"WATER SERVICE WITH 3/4" I/ — WATER METER PER DETAIL 520, SHEET D5.01. LOT REVISIONS 6 LOT LOT — I 1B INSTALL 1"WATER SERVICE WITH 1" WATER NO. DATE DESCRIPTION METER TO SERVE TRACT A IRRIGATION PER 4 3 LOT /�� 1 < DETAIL 531, SHEET D5.02. 1 2 1 i..'- i / u) I _ \ A INSTALL FIRE HYDRANT ASSEMBLY PER DETAIL 542, SHEET D5.01. AS-BUILT , , __ - - - - - LOT 1 STA: 6+74.47, 11.01' RT (BUTTE) _ 1 7i''��`� v^ DATE (0h\�2y / 6 _ /\ •���`,��� 1 �� — o A INSTALL 8" MJ GATE VALVE APPROVED i / ! — \ \ 10.00' A 1 STA: 1+14.19, 8.00' R (BUTTE) / / O� —�- A \ PUE, TYP. / e NOT USED // /41111V a o \� — — TYP. I r.,,\ `�� x X ��/�ts - - �� " ILnA INSTALL 8" 22.5° MJ BEND AtA/ o � ( . �� STA: 2+97.92, 6.48' R (BUTTE) A _ 1 STA: 4+39.88, 12.17' R (BUTTE) p w \fir-ftt Co _ ( kill w w w w • _�/ IIi^ 6 INSTALL 8"X6" REDUCER AND 6" GATE VALVE. Tt► �D SD Su SD w *44Al `ail LOT �.. = S' _ AN \ \ / \ © STA: 6+69.40, 11.01' R (BUTTE) _ /� 7 6+73 ss 6+00 s SS ss 5+10 ss ss Q SO ° e 1 (\ 1 Al I ® CONNECT TO EXISTING WATER MAIN. 1 %a\ _ S44141144414 — _ � CONTRACTOR TO VERIFY DEPTH AND '\ / s x� ` ` ° !+. n LOCATION OF EXISTING WATER MAIN PRIOR \ O`,�\ I s , ° �� TO CONNECTION. REPORT CONFLICTS TO ����D PRF , �I���Zy o v _ _ _ _ _ _ !� • sp ° ° ° ° ° ° ° ° ENGINEER. COORDINATE WITH CITY OF ����G NFc�,Q -* 1 \ / _ I .. = _ _ _— \ It' ° �I ; TIGARD WATER DEPT. 54703 \ ��� � -- STA: 1+12.52, 8.00' R (BUTTE) \\ VI1P ,..;,-,., w w w w w ss `� STA: 12+93.56, 12.51' R (MURDOCK) ' _ / I A \ �� _ _ _i� c.G OREGON O 3+00 I ITTF TCRM S Y 2��� / 1B \ S S}..,T«t���+..L 2+00iii A CONSTRUCT THRUST BLOCKING PER DETAIL 9 . � - - - --- TYP. \\ ° ° 0& 560,560, SHEETD5.01. �G/NM•N \ — — — — \ , \ ° ° ° ° ° ` x RENEWS: 6/30/2025 0 \ J _ _ _ !Pil _ 1 1 / , ,1 I N o \ LOT > LOT can N 10 �/ 11 — 0 / LOT 8 o '—) 8 LOT 0EAST -\/ 9 LOT o Q �71 12 c� 8 ,, z BUTTE 1 9 v O , i Lo o, // \ CD ilik t \ IX X X X X X X )( X X X X u J u _ X u x\ x uli i ___ v, 0 LU \ r o CM WATER \ _ �/ PLAN \ / \ / 1 Q , J LU WATER PLAN Q HORIZ SCALE: 1" = 30' 0 0 LO CT 0 0 0 CO n a) r up N '' Q LO CD PROJECT NO.: 130-009 a 0 c TYPE: AS-BUILTS 3 2 REVIEWED BY: JMH 0 rn 0 o SCALE Q 30 0 15 30 5 0 0 cy,0 _ _ — i 0 1 INCH = 30 FEET Q 2 Building Dreams, Enhancing Lives David Weekley Homes .• OUTSIDE OF WITHIN 1 �c _ 2.0' SIDEWALK ADJACENT TO CURB PAVEMENT PAVEMENT - 7'-0" 8'-0" PUE - 0 9 5'-6" t7 -- ]I;■�� IM �li��d � i1M� 18" SIDEWALK BREAK FLANGE 18" CAST IRON 910 3" MIN. VALVE BOX TOP SIDEWALK �'/ r i i<�r MIN 6" MAX. s:: r'_r_'r_ moi• \/,I�jL'\//\//\/�///\\��\\,\\/i�\��\ \ ) \, j \ ..a- 18" CAST IRON 910 BOX -• u i •tri • • �, 4.//////////\//` ,,,.-7,,.. z, ,/ J/ / 1 / /1 :, r�.��..:- _ \/\\//\\//\\//\\/ 12"x20" ROTOCAST METER BOX, WATER METER //, i,\��/\///\�\�j\7/1.7:77�v/j i��j••••��- - .. . __.1,_.,,7,..7.=,•.:-.-•.:--..-.:--.6-.:--..-.:� •,, . • PROVIDE 24" BY 30" MIN SERVICE LINE DEPTH \�\\\i \�\/ \•\\* j\,••. ;•: .j•.',•!.,_�!..• ' a���_f:_'�:�':'�'�' 4" THICK CONCRETE :.. 7...........1-. 1 j//// W/12"x20" COVER W/5-1/2"x11" . A 1 1/2' X /4" DRAIN ROC \\\'\/�.�y/�f�y\\�/\\� v.-. . PAD (SEE NOTE 4) CAST IRON INSERT WITH NO PLAN �:'� �� // TOUCH READ HOLE IN THE TOP •;:��I TAR PAPER (MOISTUF� = 4�= / \/ HAND TAMP BACKFILL OR INSERT. NO HINGED INSERTS METER BOX r.. .�. 6" DUCTILE IRON PIPE AROUND TOP SECTION r 6" MIN '�'%:,! ;% RESTRAIN ALL JOINTS W/ A I LL_I 1 12" MAX. �'•��' -moi•• SIDEWALK ADJACENT TO CURB 1" UNION EACH SIDE DOUBLE CHECK \G`,t:,,�jr "FIELD LOK" OR EQUAL GASKETS !IlrVALVE ASSEMBLY �//�!,�� 111 16111 �`5'-6" 5'-O" 8'-O" PUE \\/\i g" .1; ' \ \ 6" ASTM 3034 PVC 0 Filii 'j / "4II"' \ \ j�� 6" MEGALUG RETAINER \ 1\j• /� ,\/\\ INSTANGLE ALLED 6'TBEHIND BE CURB 1 -6„ •\\\<, '\\%�%�\%�% \i��/�\\�\ '� �`\� PACIFIC COMMUNITY DESIGN GLAND (EBAA IRON) � ��� \/// �j \\\\\ \\\\. 24" CONCRETE PIER 6" GATE VALVE 12564 SW Main Street Tigard, OR PER COT REVIEW COMMENT R,\ �T�T\//\// :a . /i//i\//\/\/\/\/\/\/\/\/\/\ , /X; ,\ /j// \/// BLOCK , -T- OPERATING NUT EXTENSION �I \ 1, >/ / \• FLG. x M.J. 97223 ., '_"•" \/ I�� mil°:� �:�=_I. j \//' �� �..,wi, �._.•. M.J. x 6" FLG. TEE T 503 941 9484 (SEE DETAIL NO. 505) t. ° _ _ I�� .:�� Ll�� SIDEWALK WITH PLANTER 2.0' I 30" MIN SERVICE LINE DEPTH ���� �� `+� 12"x20" ROTOCAST METER BOX, �„ 12 3RD SUBMITTAL: )WATER METER • �Were'," STRIP AT CURB o W/12"x20" COVER W/5-1/2"x11" +.•�•'1�' ••••• '�`•��' :3!`� ° , CAST ".".4 s, ...;•0 .�,•I�• 2ND SUBMITTAL: ( ) TOUCHRREAD HOLE INIT THE°TOP TE BF•/ IrM,X0% ` � �:��1i4�i• SIDEWALK 1ST SUBMITTAL: 04/20/2024 OR INSERT. NO HINGED INSERTS " MIN. BREAK FLANGE L NOT TO EXCEED �" MAX. SIDEWALK WITH PLANTER STRIP AT CURB CRUSHED ROCK BASE 24" DEPTH '�, 'v1\/ - \\�/� REVISIONS \/G >, / \\ l� j� \/ ;P.,•�.-.--1,..-40........./...P.0 INC.r%:41' NO. DATE DESCRIPTION - - - - ELEVATION7-1 ` 4. \\:\ 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. SURVEYOR TO INSTALL TEMPORARY HUB BOX SPECIFICATIONS A. OIL RESERVOIR ' / / / / / /i AND GUARD STAKE AT LOT LINE FOR B. BRONZE ACTUATION NUT AS-BUILT NOTES: \�\\/\\/\\�\\�\\�\\ METER INSTALLATION. %/%� %//% DEVICE SIZE BOX TYPE C. BRONZE SEAT RING \/�/ice �/ 2. BOXES SET IN CONCRETE SHALL BE - 3 4 1" BROOKS #1419 SERIES OR EQUAL 1) VALVE BOX NOT TO REST 9-10" / " - D. WEATHER SHIELD CAP NEXT SIZE LARGER. r SEE PLUMBING CODE ON OPERATING ASSEMBLY. 1 1 2" - 2" CARSON 1730D P15L OR EQUAL E. SAFETY SLEEVE COUPLING DATE (DI,\I2'i 3. CENTER OF METER BOX TO BE OFFSET FOR DEPTH OF / 2) OPERATOR EXTENSION ►�� COVER F. THREADED NOZZLES WITH "0" RINGS APPROVED i 1' FROM PROPERTY LINE. lli��i�. G. NATIONAL STANDARD THREADS REQUIRED WHEN VALVE NUT W 4. BANKED METERS WITH SHARED SERVICE • -• •to•••.•I� - IS DEEPER THAN 3 FEET ® 24" LINE TRENCH SHALL HAVE 18" MINIMUM •�= INSTALLATION SHOWN IS ONLY A SUGGESTION. 2. SAFETY CHAINS TO BE REMOVED. FROM FINISHED GRADE. \ DISTANCE BETWEEN TAP INSTALLATIONS. 4" MIN -I itE 3. HYDRANTS TO BE PAINTED USING R-1317 SAFETY YELLOW OR AN ALTERNATE APPROVED 5. IF WATER METER IS LOCATED IN A 3/4"-0" METER 1. DOUBLE CHECK TO BE LOCATED DIRECTLY BEHIND WATER METER. BY DISTRICT FIRE MARSHALL. 3) CENTER VALVE BOX ON SIDEWALK AREA THE BOX SIZE WILL BE ROCK ANGLE BALL METER VALVE 4. HYDRANT TO BE INSTALLED TRUE AND PLUMB. AXIS OF OPER. NUT. ARMORCAST 17"X30"X12" RPM 20K 2. BRASS, STAINLESS, OR PLASTIC PLUGS TO BE INSTALLED IN TEST 5. NO OBSTRUCTIONS WITHIN 3' 0" RADIUS OF HYDRANT. MUELLER 1" B24258N (THIS IS 4) PROVIDE 24" SQUARE BY 4" THICK COVER OR EQUIVALENT. IF TWO METERS AN ALL 1" 300 PSI BALL COCKS IF BELOW GROUND INSTALLATION. 6. IF SUBJECT TO VEHICLE DAMAGED, PROTECTIVE POST TO BE PROVIDED. CONCRETE PAD AROUND VALVE 1- 24" -I ARE BANKED IN SIDEWALK AREA THEN DISTANCE BETWEEN ANGLE STOPS WILL VALVE NO LEAD ANGLE STOP) 7. VALVE BOX TO BE IN ACCORDANCE WITH STANDARD DRAWING NO. 503 OR AS APPROVED 3. DISTANCE FROM BOTTOM OF DEVICE TO FINISH GRADE, FREEZE PROTECTION, BY ENGINEER. BOX OUTSIDE OF PAVED AREASOR EQUAL AS SHOWN IN CONCRETE PAD DETAIL BE 24". AND CLEARENCE FOR TESTING AND REPAIR ARE THE MAJOR CONSIDERATIONS 8. THRUST BLOCKS SHALL NOT BE PLACED AT HYDRANT LOCATIONS. CONCRETE PAD 1" TYPE "K" SOFT COPPER TUBING FOR INSTALLATION. 9. INSTALL A STORZ HPHA50-45NH PERMANENT HYDRANT ADAPTER (OR EQUIVALENT) - SEAMLESS ON THE 4 1/2" PORT. CITY OF TIGARD APPROVED BY: NO SCALE APPROVED BY: APPROVED BY: APPROVED BY: CITY OF TIGARD NO SCALE Cn'Y OF TIGARD NO SCALE CITY OF TIGARD NO SCALE OREGON THEODORE S. KYLE, P.E. OREGON LORI FAHA, P.E.CITY ENGINEER 1" OREGON THEODORE S. KYLE, P.E. OREGON THEODORE S. KYLE, P.E. " ENGINEERING DIVISION TYPICAL GATE DWG. N0. II ENGINEERING DIVISION DWG. NO. " ENGINEERING DIVISION CITY ENGINEER DOUBLE CHECK DWG. NO. 1' ENGI5S.W.HALLBLVION dn,QVEDB FIRE HYDRANT DWG. NO. CITY ENGINEER PUBLIC WORKS DEPARTMENT PUBLIC WORKS DEPARTMENT PUBLIC WORKS DEPARTMENT I - PUBLIC WORKS DEPARTMENT -, 13125 S.W.HALL BLVD. �J 13125 S.W.HALL BLVD. WATER SERVICE /� 13125 S.W.HALL BLVD. -- 13125 S.W. BLVD. �r TIGARD,OREGON 97223 JANUARY 2011 VALVE 5 0 3 - _ TIGARD,OREGON 97223 MARCH 2017 5 /O TIGARD,OREGON 97223 JANUARY 2011 ASSEMBLY 530 TIGARD,OREGON 97223 JANUARY 2011 ASSEMBLY 542 AC(� I,, TIGARD VOICE:(503)639-4171 V 11 A D VOICE:(503)639-4171 L TIG R� ( ) TIGARD ( ) `�{C�J PROrFcr, `OI I\12Lt FAX: (503)684-7297 APPROVAL DATEi it7fea�aa./ FAKE: 5)6 639-4171 TIGARD FAKE: 5)684-7297 639-4171 v_ FAX: (503)684-7297 APPROVAL DATE FAX:(503)684-7297 APPROVAL DATE FAX:(503) APPROVAL DATE ���-GINE. 4-) • 54703 n 1=111=iii,,_. =111 ,111._,, \ \w� liimmi 18" CAST IRON 910 BOXES 1111 :•':.. IIIA III1-6 G O 3'-0„ 6,-0„ II II :.:..„!.. 17: -III c.CyREG020 ' II v 9 '� a FINISHED GRADE F� � ' � 11 _ , A I ��s 4" MAX. - II III- N . _ _ a� Er MERE -1 • MINN � RENEWS: 6/30/2025 co TYP GATE VALVE BRASS PLUG Ha M 'Fi- PLUGGED TEE PLUGGED CROSS N (SEE DETAIL NO. 503) HAND TIGHT BEND PLUG OR CAP Nridl SWEAT DA TO FI TOPPER 11 il' Ap J1L o Q ;; • (TYPIC AL) / A n P II I.oPlitIMita= =la= a ala a 1°' EAST c) i ____ ' •I-1 • •o • • r - =1 t L= - --411---11111_=111:- _1 �I I-111-1 I- - - J % ' -b:ai:�i:4t' 2" ELL COPPER - n - - . �,_•,_�._ .: "� ..•. •-•. • ,. - ' - - =i11-I III1/ . _Yill..III =�=�== .Y:.�_.r .Y . BUTTE 1.3 �� A �:��!��;��;��;��.��.��.�. : '***- .•�•,��,••�N N 1 SLIP I®I I I I 10 LATERAL PLUGGED CROSS TEE w Q`�I�`�I�`�Ij`�Q`�Q`�QI p`�`�.,``.,````,`���`�,�•g•i♦♦ e'' I _.•' ✓I•�I•�I•i 2" ADAPTER COPPER LU 0 __ SWEAT TO MIPT CONCRETE THRUST BLOCK SCHEDULE TYPICAL: CONCRETE PIER BLOCK co 0 o C.7 MECHANIDCAL FIELD RESTRAINTR (BEARING AREA OF THRUST BLOCKS IN SQUARE FEET) 2" TAPPED FITTING 90'BEND, TEE, OR 45' 22 1/2' 11 1/4' ~w r w TYTON JOINT PLUG OR M.J. CAP WITH MEGALUG SIZE (INCHES) PLUGGED CROSS BEND BEND BEND z 0 w ~ HEM M.J. BRASS PIPING RETAINER GLAND PLACEMENT OF FIRE -- __ ,`u o Z (n z - MAY BE USED IN PLACE OF HYDRANTS OVERRIDE 4 01.9 01.3 = J Q D_ 0 CC w COPPER TUBING PLACEMENT OF VALVES. 6 04.0 02.1 01.3 -- WAT E R N J D- o J " w z PERMANENT FIRE HYDRANTS MUST 8 07.1 03.9 02.0 01.3 0) a w Q w o BE PLACED AT TANGENT 3 w OF THE CURB ARC. 12 16.0 08.8 04.5 02.3 w \ \ TYPICAL PLACEMENT OF VALVES. DETAILS vi . `�. m ,_ STREET PLUG OR s> PLACE VALVES AT THE TANGENT 16 28.4 15.5 08.0 04.0 J �K\ `EDGE OF PAVEMENT OF THE CURB ARC. 7' IN FRONT Q o ` MAX. 500' 24 64.0 34.9 18.1 09.1 o PHASE BREAK L-' J ` 1- } MJ GATE VALVE r BETWEEN VALVES OF FACE OF CURB AND/OR 10' D 0° ��'`� °� FROM CENTER LINE OF ROAD AND VALVE BOX COMPLETE 1 -° Lu Ce o in `\` Lu o - ABOVE BEARING AREAS BASED ON TEST PRESSURE OF 150 P.S.I. AND AN et REQUIRED ALLOWABLE SOIL BEARING STRENGTH OF 1500 POUND PER SQUARE FOOT. TO 3 Z _ co Q \ \,\ \� i'r i/i , I. , V \/, NOTES: COMPUTE BEARING AREAS FOR DIFFERENT TEST PRESSURES AND SOIL BEARING o In _ -'= < ;;,; iMMEM11�I /j STESSES, USE THE FOLLOWING EQUATION "� w w z vi II'''I�'��I v v /% 1. VALVES ARE NOT TO BE LOCATED IN CURB AND GUTTER AREA a (n 0 z J zo \\\\��\,� • �\\\\\,\.,\r /�\, \;\\\,\\� 2. VALVE BOXES ARE REQUIRED AT EACH VALVE LOCATION BEARING AREAS = (TEST PRESSURE/150) X (1500/SOIL BEARING STRESS) X (TABLE VALUE) o - a I- 3. VALVE BOXES CONSIST OF 6" ASTM 3034 PVC RISER . 0 "� Q o UNDISTURBED EARTH o w o z AND 18" CAST IRON 910 COVER 1. CONCRETE THRUST BLOCKS NOT PERMITTED UNLESS APPROVED BY CITY ENGINEER CO W z MECHANICAL FIELD 4. MAXIMUM SPACING FOR VALVES IS 500 FEET 2. STRADDLE BLOCKS REQUIRED WHERE LINES MAY BE EXTENDED IN FUTURE SEE DETAIL NO. 561 11 1 IN lim.m �■s 0 0 J RESTRAINT REQUIRED 5. ALL VALVES ARE TO CONFORM WITH AWWA STANDARDS 3. CONCRETE THRUST BLOCKING TO BE POURED AGAINST UNDISTURBED EARTH. s z O 4. KEEP CONCRETE CLEAR OF JOINT AND ACCESSORIES. Q a N 6. GATE VALVES ARE REQUIRED FOR 8" AND SMALLER PIPE. 5. THE REQUIRED THRUST BEARING AREAS FOR SPECIAL CONNECTIONS ARE SHOWN ENCIRCLED ON j w = z 0 BE DETERMINED 7. BUTTERFLY VALVES ARE REQUIRED FOR 12" AND LARGER PIPE. THE PLANS: e.g. 15 INDICATES 15 SQUARE FEET BEARING AREA REQUIRED. } IIIm 0 o IN THE FIELD 6. IF NOT SHOWN ON PLANS, REQUIRED BEARING AREAS AT FITTING SHALL BE AS INDICATED ABOVE, ID TEMPORARY ADJUST IF NECESSARY, TO CONFORM TO THE TEST PRESSURE(S) AND ALLOWABLE SOIL BEARING Q STRESS(ES) STATED IN THE SPECIAL PROVISIONS. APPROVED BY: APPROVED BY: APPROVED BY: CITYOFTIGARD NO SCALE CITI'OPTIGARD NO SCALE c1TYOFTIGARD NO SCALE 7. BEARING AREAS AND SPECIAL BLOCKING DETAILS SHOWN ON PLANS TAKE PRESIDENCE OVER O OREGON THEODORE S. KYLE, P.E. OREGON THEODORE S. KYLE, P.E. OREGON THEODORE S. KYLE, P.E. TYPICAL VALVE BEARING AREAS AND BLOCKING DETAILS SHOWN ON THIS STANDARD DETAIL. BEARING AREA OF " VERTICAL BEND DWG. No. 'I ENGINEERING DIVISION 2" STANDARD DWG. NO. " ENGINEERING DIVISION DWG. No. THRUST BLOCKS ARE IN SQUARE FEET. PROJECT NO.: 130-009 . ENGINEERING DIVISION CITY ENGINEER CITY ENGINEER CITY ENGINEER 0) PUBLIC WORKS DEPARTMENT I J,L PUBLIC WORKS DEPARTMENT .. PUBLIC WORKS DEPARTMENT C• TIG S.W.HALL BLVD. 563 _ 13125S.W.HALLBLVD. 570 TIG S.W.HALL RD,OREGBLVD. AND HYDRANT LOCATION 575 TYPE: AS-BUILTS _Ti TIGARD,OREGON 97223 JANUARY 2011 RESTRAINT /�../ TIGARD,OREGON 97223 JANUARY 2011 BLOWOFF TIGARD,OREGON 97223 JANUARY 2011 VOICE:(503)639-4171 O FAX: (503)684-7297 APPROVAL DATE VOICE:(306)639-4171 �r FAX: (503)684-7297 APPROVAL DATE -�+� VOICE:(503)639-4171 Q FAX: (503)684-7297 APPROVAL DATE cITYOFTIGARD APPROVED BY: NO SCALE REVIEWED BY: JMH OREGON THEODORE S. KYLE, P.E. IT STANDARD THRUST O ENGINEERING DIVISION CITY ENGINEER DWG. NO. PUBLIC WORKS DEPARTMENT 13125 S.W.HALL BLVD. 0 560 /�O 0 TIGARD,OREGON 97223 JANUARY 2011 O BLOCK TIGARD VOICE:(503)639-4171 FAX: (503)684-7297 APPROVAL DATE COO i a D5 . 01z Building Dreams, Enhancing Lives David Weekley Homes SIGNAGE LEGEND: 17.0"""--10 © INSTALL NEW SIGN PACIFIC COMMUNITY DESIGN © INSTALL NEW SIGN (N) ON NEW (M) 12564 SW Main Street Tigard, OR © SUPPORT 97223 [T] 503-941-9484 411 REMOVE EXISTING SIGN (N) 3RD SUBMITTAL: 2ND SUBMITTAL: 1ST SUBMITTAL: 04/20/2024 — — ! REMOVE EXISTING SIGN (N) AND (M) i� �N © SUPPORT REVISIONS / \ 5.00' STORM SEWER, / \ NO. DATE DESCRIPTION STORM DRAINAGE, Et / \ i — N © REINSTALL SIGN (N) ON NEW (M) SUPPORT \ / UTILITY EASEMENT I Ai I / \ ,,,\ y'` - z‘i I �" ` \ ( /) / )( )(� )( X IX ( X /I )( �/ X 0 EXN ; MAINTAIN AND PROTECT EXISTING SIGN (N) �= AS—BUILT \ / �`-J, AND SUPPORT DATE loll~ 2`1 _ x APPROVEDJ \ ) \ \\ / �,RIN\; REINSTALL EXISTING SIGN ON EXISTING J/ \ \ � I / �`-J, SUPPORT /\ //i\ \ \ I N SIGN NUMBER —� x 5 0 / j/ \ I X M MATERIALS, OPTIONS ARE: \ \ S = STEEL \ 17 \ LP = LAMP POST B = BREAKAWAY POST PER ODOT / / \ \ 4 3 / X / \ \/ \ 2 V( x &I DETAIL 4241 i\ I r X \ — J � ', — \ I/�\ EXISTING SIGN \\ iVI _ _ _ _ I�v� '_ II . \ b \ \ *� , \ � — _1 L _1 _ 1 \/ 54703 f� E I \ \ , ►� \ \ i ° ` X 9. I \ \1 / /'�� \\ �I l� I STREET SIGN NOTES: <. OREGON / �� \ 1 X' ;, \ Cl) SEE SHEET D2.02 FOR STREET SIGNING DETAILS '9/r �� N / tIA �i r . . , 4/N M. o / , I 1 �� ® AND NOTES, SIGNS SHOULD CONFORM TO CITY CN I --_ OF TIGARD DETAIL 405. \x PAINT CURB RED WITH � + RENEWS: 6/30/2025 \ "NO PARKING, FIRE LANE" SEE SIGN DETAILS, THIS SHEET FOR REQUIRED z I I4/ t I I F • �� IN WHITE =� c SIGNS. �I _i_Li BEGIN RED PAINTED CURB Q X 1 I 6+73 6+00 5+00 ° \� /�� . END RED PAINTED CURB STA: 1+36.03, 12.00 RT . • O I 1 —— STA: 2+75.99, 13.03 RT (BUTTE TERRACE) z \ ila-7, 4x00 \'\ -I —— TERRACE) fSIo_ 17 _F - �• > (BUTTE �•" / \ TYPE R1-1 i= xup _ _ _ _ �'f STOP 30" X30" EAST , \ fill. �' \ / 1 REQUIRED *iiiiry___----- _ __ , _ BUTTE z / / / \ \ _ _ I ,... � HI INTENSITY SIGN . 1 ,,,.. (7, / / / � , F — ____,\ / �� 3+00 SW BUTTE TERRACE 2+00 , I' v) / \ +►►: NI � � - - - - � ��� � Q 1111111=2\ „ SW MURDOCK ST w / / \ • . _ :1 \i 1 r /----- ,ii c) ,. v) - - - - , 0) I \���i I Q A , _ _ . �t �] r 2 SIDED 3 1/ 411 frfr / / F— END RED PAINTED CURB WITH Q 1 REQUIRED SIGN 0 SIGNAGE AND / 10 V PAINT CURB RED O 0 -i, I \ / � 11 STA: 2+73.62, 12.99 LT "NO PARKING, FIIRE LANEN E STRIPING PLAN (BUTTETERRACE)8 z / 90 BEGIN RED PAINTED CURB 2 STA: 1+35.97, 12.00 LT U SW BUTTE TER � \ / X (BUTTE TERRACE) w/ I 2 SIDED Q I // v�'II F*�' I / N 1 REQUIRED SIGN 0 6' \41I ►� '� / X 0 Q I 1 I _� 4 u z — ___I___ / L �. \ x 0 6 0 D \ \ NO OUTLET --� N \ \\ I ram \\ ) INSTALL ON TOP OF STOP SIGN cr) -I i _ x x x x x x x x v I v u ��� �' ,� xlT x u u u x u \ /I altf / TYPE W14-2P N \\ / / - 36., X 8.. N __i \ 411 \��` u' DOUBLE SIDED 4 \\ N - / 1 REQUIRED SIGN / Lo Q \\ ( // N _ - N PROJECT NO.: 130-009 TYPE: AS-BUILTS 3 2 SIGNAGE AND STRIPING PLAN REVIEWED BY: JMH 0 o HORIZ SCALE: 1" = 30' i g SCALE o I 30 0 15 30 co 5 1 INCH = 30 FEET Q i 2 S S 1 STREET TREE LEGEND Building Dreams, Enhancing Lives XSD XSD , 1 XSD XSD XSD xNJ ^„' a David Weekley Homes STREET TREES QTY BOTANICAL / COMMON NAME SIZE CONTAINER '/ — �, B* MI 10 CERCIDIPHYLLUM JAPONICUM / KATSURA TREE 1.5" CAL. BEtB 1:1033 c (4a 9 CORNUS CONTROVERSA 'JUNE SNOW-JFS' TM / JUNE SNOW GIANT DOGWOOD 1.5" CAL. BEtB �� 1032 1 F 7 CORNUS FLORIDA 'MILKYWAY' / MILKYWAY DOGWOOD 1.5" CAL. BEtB �' a 1031 1 ip, I 6 KOELREUTERIA PANICULATA / GOLDEN RAIN TREE 1.5" CAL. BEtB 1STREET TREE• 8 UERCUS GARRYANA / OREGON WHITE OAK 1.5" CAL. BEtB 4 ,1038 L1.02 AS-BUILT (027 '` RIVER ROCK EXISTING TREE ' L1o39 _. L3.01TOTAL: 40 These as—built drawings are being included for reference. They have been TO REMAIN (TYP) Crp. Pill?) prepared based upon scheduled work to be completed. — ' N These As-Built Drawings have been prepared based upon red-lined plan i �I -�� \ �\ / �`•,Co- L10 ° 04I� PACIFIC COMMUNITY DESIGN SEED CODE QTY BOTANICAL / COMMON NAME SIZE / i / o information provided by the construction contractor field survey of / �. 1 1 — _ _ %/\/ manholes, mainlines and service lateral location markers for both sanitary --� v----7 — 71 \'-�— ;�° —, 12564 SW Main Street Tigard, OR and storm utilities, construction staking field notes (when applicable) and �,.� \/ >, i \ �-�" 141- 97223 LAWN 3,312 SF PRO-TIME 309 SUPREME MIX SEED WITH GRASS SEED SEED field changes noted during construction inspections. The location and J J •` / I�� I [T] 503-941-9484 HOBBS AND HOPKINS, LTD. AT A RATE OF 8 LBS _ I elevation of underground utilities shown herein are approximate only and , (o03 ,/ f 1029 PER 1000 SQUARE FEET. must be field verified prior to any connection thereto or excavation in the — immediate vicinity thereof. / \ �;/ - 1ST SUBMITTAL: 03/03/2023 DATE 05/02/2024 1 GROUND COVERS CODEQTY COMMON NAME SIZE APPROVED MLH I 14,286 SF filtiJl\ / 12 I REVISIONS I 10,882 SF/ \ ♦ . 1028/ NO. DATE DESCRIPTION I./ EXISTING TREE 1004 ,'� _ STREET TREE 1 a0 o RR 1,169 SF RIVER ROCK 1"-2" STONES 'r TO REMAIN (TYP) �41)/ ---� / WITH OPEN SOIL L1.03 .. lir ,_ — —I �� / O598 15/ i N '1005 7 TREES IN THIS AREA WILL BE PLANTED WITH ROOT PATH / 14, r / -BUILT1 / / 1 DATE 05/02/2024 NOTES: 1\ - -_I / ' STREET TREE Ci) / \ AppRp� MLH \ I / 2 -1006 1/ ' WITH ROOT PATH I �� 9,614 SF NE 1 11 •Gvie`, !/ \ 1. PLANTED AREAS UNDER STREET TREES IN LANDSCAPE STRIPS ARE TO BE SEEDED WITH GRASS SEED SUPREME MIX (LAWN) UNLESS i 8,994 SF i / \I OTHERWISE NOTED. SEE PLANT LEGEND FOR ADDITIONAL INFORMATION. 1 . 1025 •1007 III • k 11W / / 2. A PERMANENT UNDERGROUND IRRIGATION SYSTEM WILL BE PROVIDED FOR ALL STREET TREE LAWN AREAS. I et.1�n \ / / to WHIM 3. STREET TREES TO BE INSTALLED IN ACCORDANCE WITH SECTION 2 OF THE TIGARD URBAN FORESTRY MANUAL. WHERE STREET TREES ARE NOT I 1008• • u /���►���_��- ��_. ����'��1. // LOCATED WITHIN LANDSCAPE STRIPS, INSTALL STREET TREES WITHIN 6' OF THE RIGHT-OF-WAY. w 597'= 15 0 .��`� ���A. ed"MOTA ��"���,' z 4. RIVER ROCK TO BE LAID AT A 2" DEPTH ATOP LANDSCAPE FABRIC, AND TO BE FLUSH WITH ADJACENT CURB. -j 11009 `'1024/wAlt 40,M.W14 (I 3 „I.1���1►�`•:� TRACT A I�.�Aw4r, STAND A-1: 9,293 SF ■`i ,. / N 6,756 SF j S TE W I I" ��, `',N �I' CANOPY AREA: 5,741 SF �G �� 01 I Ili �,��1� ��►�`` �r-;���► TOTAL CANOPY AREA: 7,176 SF 1185 cl I ■I Its v���_1��vi WI v� ���" � Al C4 Michelle L. Hundley U 1010 • 1 1023 I STORMWATER 4 I 1036 OREGON 47 / ��I QUALITY POND �, 08/04/2021 ,� --1 I ,I I I SEE SHEET L2.01 C`�pE ARS !'" 1022 10 4 I •' 9,156 SF VALID THROUGH 08/31/2024 N 9,003 SF 1011• �� I 75 c IN< I //e 1021 / - _ Ao 4 "V ►1 �► 1020 1 1 013 1012'F r ` • N awn. �` � I CN I 0 � ar. ,019I cNi 1 I ��► I 9 EAST BUTTE 5 Ip ` I 8,751 SF 0 8,096SF � �� / o STREET TREES BY STREET FRONTAGES STREET FRONTAGE IDENTIFIER 1014♦��' • / I FRONTAGE LENGTH / 40 = # REQUIRED STREET TREES / \ k��• ` // O 598' / 40 = 15 TREES0 l \�/ ����1 � / uJ i 1,,,,,,. .:,,..- O 59T / 40 = 15 TREES / — \ \ -,;S���" / 1035 I�, 1016 , ��j 1018 P TOTAL = 30 REQUIRED STREET FRONTAGE TREES XXX =X �N (_/ — — — — LU STATEMENT: L REQUIRED STREET TREE QUANTITY LENGTH/40 Y 1- 1 FRONTAGE LENGTH LU Lu I, KRISTINA M. KOLTAVARY, ATTEST THAT THE TREE CANOPY SITE PLAN /�'1 8 rz MEETS ALL OF THE REQUIREMENTS IN SECTION 10, PART 2 OF THE TIGARD 7 "' URBAN FORESTRY MANUAL. ``Il 6 9,393 SF 12,012 SF I 11,778 SF `1034 0 KRISTINA ED LANKOLTAARY \ TREE CANOPY o REGISTERED LANDSCAPE ARCHITECT#513 `1015 // \ (0SITE PAN a /-- —V / /' ' \ 61017 / / / �v �` 7`, V � I 0 �/ I \ > 0 PROPOSED TREE STANDS Q TRACT A TREE CANOPY SITE PAN 0 CANOPY AREA TOTAL CANOPY 0 PROJECT NO.: 130-009 c AREA TYPE: AS-BUILT a PROPOSEDS5,741 SF 7,176 SF REVIEWED BY: MLH 0' , 0 0 SCALE 0 4) 40 0 20 40 co m m Q 1 INCH = 40 FEET Ll . 01i z I NOTE: Building Dreams, Enhancing Lives NOTES: 1. TIE BRIGHTLY COLORED David Weekley Homes P.V.C. RIBBON ON WIRE 1. PLANTERED AREAS UNDER STREET TREES TO BE SEEDED WITH GRASS SEED SUPREME MIX (LAWN), OR 1-2" RIVER ROCK, AS SPECIFIED ON PLAN. GUYS. (MIN. 1 PER GUY.) ' ` LAWN (SEEDED) 2. IN LAWN AREAS CUT TREE PRO-TIME 309 (SUPREME MIX) GRASS SEED BY HOBBS AND HOPKINS, LTD. CIRCLE AT 4' RADIUS FROM --r\--\ RATE: 8 LBS/1000 SQUARE FEET. TRUNK. ► TREE TIE (2) 2. A PERMANENT UNDERGROUND IRRIGATION SYSTEM WILL BE PROVIDED FOR ALL STREET TREES & LAWN AREAS ` PLACE 3' UNDER FIRST LIMBS MULCH AS SPECIFIED. OR 5' HIGH. WHICH EVER IS LOWEST. 3. ROOT BARRIERS SHALL BE INSTALLED ACCORDING TO MANUFACTURE'S SPECIFICATIONS WHEN A TREE IS PLANTED WITHIN 5 FEET OF ANY HARD SURFACE KEEP MULCH CLEAR OF GALV. STEEL WIRE; PAVING OR UTILITY BOX. SEE DETAIL 1 & 2 THIS SHEET. TRUNK BASE. LOOSEN TO ALLOW 4" OF 2"X2"X8' WOOD STAKES SET MOVEMENT IN ALL 4. IF SOIL COMPACTION OCCURS BACKHOE TURNING SHOULD BE USED TO LOOSEN THE SOIL. OUTSIDE ROOTBALL ON lir 1 1 DIRECTIONS • BACKHOE TURNING: REMOVE ANY LAYERS OF GOOD TOPSOIL. SPREAD 3-4" OF ORGANICS (HIGH-LIGNIN COMPOST) OR ESCS (EXPANDED SHALE/CALCINE CLAY) WINDWARD AXIS (REMOVE AMENDMENT OVER THE AREA, PRIOR TO TURNING THE SOIL. MAINTAIN A SAFE DISTANCE FROM PAVING, SIDEWALKS, AND STRUCTURES, USE BACKHOE TO AFTER ONE YEAR) TURN SOIL TO 36' DEPTH. BREAK SOIL INTO LARGE PEDS AND LOOSELY INCORPORATE THE SOIL AMENDMENT. MAINTAIN A SLOPE OF COMPACTED SOIL AT THE EDGE OF PAVING SO AS NOT TO UNDERMINE THE PAVING SUB-BASE. HAND TURNING MAY BE NECESSARY ALONG THE EDGE OF PAVING AND AT WALLS, DO NOTFINISH GRADE - _, N TILL TO A DEPTH GREATER THAN THE BOTTOM OF FOOTING. AFTER TURNING RE-SPRED TOPSOIL AND 3-5" OF YARD WASTE ORGANIC AMENDMENT OVER THE ' BACKFILL SOIL II HEI I I� I SURFACE AND LIGHTLY TILL TO BREAK THE SOIL TEXTURE SUITABLE TO FINE GRADE. z_ 1 f 1=1 1-1 o w b II HI I - '1=111= 11=111= ci `'�' -Ill-� III_III_III_III 1:!...00,0 L-' 11-111=111=111JI 111- CUT AND REMOVE TWINE pnriPir rnhAkA!!!NITV r WcIGN GENERAL NOTES: LANDSCAPE PLANlii= IIIIII�IIIIII III BURLAP, AND WIRE BASKET DIAMETER OF FROM TOP AND SIDES OF 12564 SW Main Street Tigard, OR 1. THE CONTRACTOR SHALL VERIFY WITH OWNER AND UTILITY COMPANIES THE LOCATIONS OF ALL UTILITIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL ROOTBALL + 12" ROOTBALL. 97223 DETERMINE IN THE FIELD THE ACTUAL LOCATIONS AND ELEVATIONS OF ALL EXISTING UTILITIES WHETHER SHOWN ON THE PLANS OR NOT. THE CONTRACTOR SHALL [T] 503-941-9484 CALL UTILITY PROTECTION SERVICE 72 HOURS PRIOR TO CONSTRUCTION. STREET TREE 2. THE CONTRACTOR SHALL EXAMINE FINISH SURFACE, GRADES, TOPSOIL QUALITY AND DEPTH. DO NOT START ANY WORK UNTIL UNSATISFACTORY CONDITIONS HAVE 1 1ST SUBMITTAL: 03/03/2023 BEEN CORRECTED. VERIFY LIMITS OF WORK BEFORE STARTING. SCALE: S. T S I 3. CONTRACTOR TO REPORT ALL DAMAGES TO EXISTING CONDITIONS AND INCONSISTENCIES WITH PLANS TO ODR. REVISIONS NO. DATE DESCRIPTION 4. ALL PLANT MASSES TO BE CONTAINED WITHIN A BARK MULCH BED, UNLESS NOTED OTHERWISE.USE MEDIUM AGED DARK FIR MULCH. APPLY A UNIFORM 3-4 INCH LAYER OF BARK MULCH AROUND TREES AND SHRUBS IN GENERAL LANDSCAPE, AND 2-3 INCH LAYER IN STORMWATER FACILITIES. KEEP MULCH AT LEAST 6 INCHES DEEPROOT GREEN INFRASTRUCTURE, LLC AWAY FROM THE TRUNKS OF TREES. PLACE AFTER SOIL BLEND AND VEGETATION INSTALLATION. 101 MONTGOMERY STREET, SUITE 2850, SAN FRANCISCO, CA 94104 5. BED EDGE TO BE NO LESS THAN 11.5"AND NO MORE THAN 18" FROM OUTER EDGE OF PLANT MATERIAL BRANCHING. WHERE GROUND-COVER OCCURS, PLANT TO INFO@DEEPROOT.COM LIMITS OF AREA AS SHOWN. TEL: 415-781-9700 6. CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE IN ALL LANDSCAPE BEDS AND ALL LAWN AREAS. DEEPROOT TREE ROOT BARRIER; As-BUILT UB24-2; INSTALL 2" BELOW CURB STAKES DATE 05/02/2024 7. CONTRACTOR TO FINE GRADE AND ROCK-HOUND ALL TURF AREAS PRIOR TO SEEDING, TO PROVIDE A SMOOTH AND CONTINUAL SURFACE, FREE OF IRREGULARITIES GRADE (BOTH SIDES) TREE TIE (BUMPS OR DEPRESSIONS) & EXTRANEOUS MATERIAL OR DEBRIS. 12 LINEAR FEET MIN. TREE TRUNK APPROVED MLH SIDEWALK MULCH 8. QUANTITIES SHOWN ARE INTENDED TO ASSIST CONTRACTOR IN EVALUATING THEIR OWN TAKE-OFFS AND ARE NOT GUARANTEED AS ACCURATE REPRESENTATIONS OF REQUIRED MATERIALS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR HIS BID QUANTITIES AS REQUIRED BY THE PLANS AND SPECIFICATIONS. IF THERE IS A \ I / / / / / / /r46 / / ' dDISCREPANCY BETWEEN THE NUMBER LABELED ON THE PLANT TAG AND THE QUANTITY OF GRAPHIC SYMBOLS SHOWN, THE GRAPHIC SYMBOL QUANTITY SHALLGOVERN9. COORDINATE LANDSCAPE INSTALLATION WITH INSTALLATION OF UNDERGROUND SPRINKLER AND DRAINAGE SYSTEMS. w = o z o 0 10. WITH THE EXCEPTION OF THOSE TREES INDICATED ON THE TREE REMOVAL PLAN, CONTRACTOR SHALL NOT REMOVE ANY TREES DURING CONSTRUCTION WITHOUT a • THE EXPRESS WRITTEN CONSENT OF THE ODR. EXISTING VEGETATION TO REMAIN SHALL BE PROTECTED AS DIRECTED BY THE ODR. 11. WHERE PROPOSED TREE LOCATIONS OCCUR UNDER EXISTING OVERHEAD UTILITIES OR CROWD EXISTING TREES, NOTIFY ODR TO ADJUST TREE LOCATIONS. ` CURB <2�I ST ER-)) 1185 GUTTER 12. LANDSCAPE MAINTENANCE PERIOD BEGINS IMMEDIATELY AFTER THE COMPLETION OF ALL PLANTING OPERATIONS AND WRITTEN NOTIFICATION TO THE ODR. • MAINTAIN TREES, SHRUBS, LAWNS AND OTHER PLANTS UNTIL FINAL ACCEPTANCE OR 90 DAYS AFTER NOTIFICATION AND ACCEPTANCE, WHICHEVER IS LONGER. STREET Q / 6' / t-' Michelle L. Hundley H13. REMOVE EXISTING WEEDS FROM PROJECT SITE PRIOR TO THE ADDITION OF ORGANIC AMENDMENTS AND FERTILIZER. APPLY AMENDMENTS AND FERTILIZER PER ' OREGON `, THE RECOMMENDATIONS OF THE SOIL ANALYSIS FROM THE SITE. ,' 12' / T08/04/2021 � 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 C1pE AR MANUFACTURE'S RECOMMENDATION, AND SLOW RELEASE FERTILIZER PER MANUFACTURER'S RECOMMENDATION. TREE PLANTER AND BARRIER FOR vaLi�rHRouGHoB/3v2o24 TREES WITHIN RIGHT OF WAY 15. GROUND COVERS AND PERENNIALS SHALL BE PLANTED WITH A MAXIMUM 2 INCH COVER OF BARK MULCH WITH NO FOLIAGE COVERED. Q SCALE: N.TS E 16. CONTRACTOR SHALL OBTAIN WRITTEN APPROVAL FOR ALL PLANT MATERIAL SUBSTITUTIONS FROM THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. PLANT o SUBSTITUTIONS WITHOUT PRIOR WRITTEN APPROVAL THAT DO NOT COMPLY WITH THE DRAWINGS AND SPECIFICATIONS MAY BE REJECTED BY THE LANDSCAPE ARCHITECT AT NO COST TO THE OWNER. THESE ITEMS MAY BE REQUIRED TO BE REPLACED WITH PLANT MATERIALS THAT ARE IN COMPLIANCE WITH THE DRAWINGS. v 0 17. ALL PLANT MATERIALS SHALL BE NURSERY GROWN WITH HEALTHY ROOT SYSTEMS AND FULL BRANCHING, DISEASE AND INSECT FREE AND WITHOUT DEFECTS SUCH C' AS SUN SCALD, ABRASIONS, INJURIES AND DISFIGUREMENT. EAST BUTTE N O > 18. ALL PLANT MATERIAL SHALL BE INSTALLED AT THE SIZE AND QUANTITY SPECIFIED. THE LANDSCAPE ARCHITECT IS NOT RESPONSIBLE FOR SUB-STANDARD RESULTS SNOT CLOSER THAN 20' MIN. 20' 0 CAUSED BY REDUCTION IN SIZE AND/OR QUANTITY OF PLANT MATERIALS. STREET RIGHT WAY CORNER N G. 19. STORMWATER FACILITY BLENDED SOIL PER CITY OF PORTLAND SECTION 01040.14. MIN. 10' ANY DIRECTION MIN. 4' w 20. SOIL PREPARATION SHOULD COMPLY WITH MASTERSPEC SPECIFICATION SECTION 329113. STREET LIGHT• CATCH BASIN w v) STANDARD MIN. 4' MIN. 4' a MIN 2 1/2' FROM A HARD SURFACE MIN L PLANTER 2' STRIP - 1 ce 7 k v.) • Lu PLANTER l 0 0 \ STRIP ...._ o •- • �_� 0 ...,, TREE CANOPY Q IDEWALK WATER ° NOTES & DETAILS O METER / SIDEWALK o c PU FIRE HYDRANT, 2 . FEES UTILITY BOX OR UTILITY POLE Cu DRIVEWAY i C LATERAL OR ANY UNDERGROUND � 0 a 0� PROPERTY LINE UTILITY Q I PORCH I L O I I I r PROJECT NO.: 130-009 c I HOUSE .3 I / TYPE: AS BUILT J REVIEWED BY: MLH 0 rn O rn o CITY OF TIGARD STREET TREE SPACING i3 - SCALE: N.TS 7_ L 1 . 0 2z I STANDARD COVERED SOIL VOLUME SPECIFICATIONS Building Dreams, Enhancing Lives 1. PART 1. COVERED SOIL MATERIALS David Weekley Homes A. COVERED SOIL SHALL CONSIST OF THE FOLLOWING MIXTURE OF GRAVEL, SOIL AND ADMIXTURES: I II ROOT BARRIER PER TOTAL SOIL VOLUME CALCULATION FOR TREE'A': �I I MANUFACTURER'S SPECIFICATIONS 1. CRUSHED ROCK, GRADATION OF 100% PASSING 1.25 INCH, MAX. 30% PASSING 0.75 INCH II it OPEN SOIL VOLUME=100'x 5'x 3'=1,500 C.F. 2. LOAM/ORGANIC TOPSOIL COVERED SOIL VOLUME=0 C.F. 3. SOIL BINDER SUCH AS "STABILIZER" / TOTAL SOIL VOLUME=1,500 C.F. 4. WATER w 1,500 C.F.IS GREATER THAN THE SOIL VOLUME REQUIRED BY A PART 2. PROPORTIONS OF COVERED SOIL MATERIALS I II STREET TREE IN ITIGHTOFWAY(800C.F.)THEREFORETHIS MilL6 SOIL VOLUME MEEETSTSCCITY REQUIREMENTS. 11 A. THE PROPORTIONS OF COVERED SOIL MATERIALS SHALL BE AS FOLLOWS: I •I.1 w U O AMOUNT FOR 1 CY AMOUNT FOR 4.6 CY3 OF COVERED SOIL OF COVERED SOIL _ I -', I o / 2 TREE'A' �. von R 7 -�k� CRUSHED ROCK 23.2 CUBIC FEET 4 CUBIC YARDS z / o I T_ ' ,, 5.9 CUBIC FEET 1 CUBIC YARD _18 �cuRB W i _ to _ 18'RIGHT `�;!:"" "— ,�� 13.7 CUBIC FEET 4 POUNDS w OF g I �`- .r k .` >r i ,, . LL i TREE'A' a ,� `,,�t =1:-., �*. pAril=ir rnhAkAI!N , IGN , IITV I1FC i. 1.6 GALLON 46 GALLONS I, z ' 'Lr.� _`-1 �� 0 Ott?► 12564 SW Main Street Tigard, OR �PP,,�<I = f` �1 /N - . .N.,.• 97223 o dSTREET yl - "'_� `` r � [T] 503-941-9484 B. THE TARGET MOISTURE CONTENT IS 20/o BY WEIGHT OF THE TOPSOIL WEIGHT. THE ABOVE WATER ,$CONTENTS ASSUME THE TOP IS DRY. THE AMOUNT OF WATER THAT WILL NEED TO BE ADDED WILL BE V 4! 5'PLANTER wlilk- - 4 DEPENDENT ON THE MOISTURE CONTENT OF THE RAW MATERIALS. ACTUAL AMOUNTS OF WATER USED SHALL BE I 1 STRIP LL z i OPEN SOIL VOLUME \\ 1ST SUBMITTAL: 03/03/2023 DETERMINED DURING MIXING. SIDEWALK OPEN SOIL w 2 ROOT BARRIER PER MANUFACTURER'S VOLUME F op SPECIFICATIONS PART 3. COVERED SOIL MIXING PROCEDURES o I REVISIONS w CURB A. MIX COVERED SOIL IN BATCHES OF AN APPROPRIATE SIZE FOR THE EQUIPMENT BEING USED. THE ENDr /J g NO. DATE DESCRIPTION RESULT IS TO BEA MATERIAL THAT IS UNIFORMLY BLENDED TOGETHER. DO NOT BATCH IN QUANTITIES THAT WILL NOT I,I//%1 I Dw o � ALLOW THE EQUIPMENT TO COMPLETELY MIX THE MATERIAL. DETERMINE BATCH SIZE AND ,�� 11-_ SIDEWALK11111 .. ...i‘..... .,...., Ala QUANTITIES OF EACH MATERIAL NEEDED FOR THE BATCH. VY V Bu'l V��i//jj,�1+11 B. START WITH HALF OF THE CRUSHED ROCK MATERIAL. m 1 III=I I=III=III=III=III=III=3' �\ ,..:; �- ''_- = '"��'- S3 1 I 1 I—I 1 I—III—I 1 I—III—I 1 I 11r11\11:25111 . 1.1111:11-*11.1114.4-" /// - -I I I—I I I—I I—I I—III—I�.J C. ADD ALL OF THE TOPSOIL MATERIAL. - Q —�I II II I=I I=I I=I I-�II =I I=,I I„ IIII=�I I - N -111IIIIII=III=IiiIliliIIII III I1I , �II_II ASBUILT� -III— — - — 1--ISI;ISI;II�IIIII�II III TREET DATE 05/02/2024 D. ADD THE SOIL BINDER. I I -, 18'RIGHT OF WAY APPROVED MLH E. ADD HALF OF THE ESTIMATED WATER. 'I II COMPACTED SUBGRADE F. ADD THE OTHER HALF OF THE CRUSHED ROCK MATERIAL. DRAINAGE NO SCALE PLAN PROFILE EXAMPLE SOIL VOLUME DWG. NO. G. MIX THE MATERIAL TOGETHER. CALCULATION — STREET TREE APPENDIX 11 WITH OPEN SOIL 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 STREET TREE WITH OPEN SOIL TOPSOIL WILL COAT THE CRUSHED ROCK AND NOT FALL OUT OF THE MATERIAL. ALL OF THE CRUSHED ROCK SHALL BE 1 ���\ S TER �� UNIFORMLY COATED WITH TOPSOIL. THERE SHALL BE NO CLUMPS OF TOPSOIL OR UNCOVERED CRUSHED ROCK IN THE SCALE: N. TS 1185 MIXTURE. J. IF TOO MUCH WATER IS ADDED TO THE MIXTURE, WATER WILL DRAIN OUT OF THE MATERIAL AND THE t-' Michelle L. Hundley [~ TOPSOIL WILL WASH OFF OF THE CRUSHED ROCK. IF THIS OCCURS THE BATCH OF MATERIAL SHALL BE ' OREGON W DISCARDED AND SHALL NOT BE INCORPORATED INTO THE COMPLETED WORK. �, 08/04/2021 ti� OPEN SOIL VOLUME=(PLANTER STRIP AREA+FRONT YARD AREA CONNECTED BY THE COVERED SOIL DEPTH PATH CONTINUOUS ROOT )x PART 4. PLACEMENT OF COVERED SOILAPE AR PLANTER STRIP AREA=6 FEET X 22 FEET=132 S.F. VALID THROUGH 08/31/2024 A. PROTECT SOILS AND MIXES FROM ABSORBING EXCESS WATER AND FROM EROSION AT ALL TIMES. DO NOT STORE AREA CONNECTED BY CONTINUOUS ROOT PATH=4,000 S.F. 2 MATERIALS UNPROTECTED FROM RAINFALL EVENTS. DO NOT ALLOW EXCESS WATER TO ENTER SITE I OPEN SOIL VOLUME=(132S.F+4000S.F.)x3'=12,396 C.F. C PRIOR TO COMPACTION. IF WATER IS INTRODUCED INTO THE MATERIAL AFTER GRADING, ALLOW MATERIAL TO DRAIN OR Q LIMIT OF AVAILABLE COVERED SOIL VOLUME=(SIDEWALK WIDTH)x(SIDEWALK LENGTH)x(STRUCTURAL SOIL DEPTH) AERATE TO OPTIMUM COMPACTION MOISTURE CONTENT. E SOIL(50'RADIUS) Q — COVERED SOIL VOLUME=(6')x(3')x(3')=54 C.F. TREE'A' B. ALL AREAS TO RECEIVE COVERED SOIL MIXTURE SHALL BE INSPECTED BY THE PROJECT LANDSCAPE ARCHITECT BUILDING /1-'7 TOTAL SOIL VOLUME�PEN SOIL VOLUME+COVERED SOIL VOLUME =12,398 C.F.+54 C.F:12,450 C.F. AND/OR PROJECT ENGINEER BEFORE STARTING PLACEMENT OF MIXTURE. ALL DEFECTS SUCH AS INCORRECT GRADING, 12,450 C.F.IS GREATER THAN THE SOIL VOLUME REQUIRED BY A STREET ?'- N COMPACTION AND INADEQUATE DRAINAGE, ETC., SHALL BE CORRECTED PRIOR TO BEGINNING PLACEMENT OF COVERED �i TREE INA12'RIGHTOFWAY(500aF.)THEREFORETHISSOILVOLUMEMEETS ;.7_` ,,'':V'y- . . SOIL. �/ CITY REQUIREMENTS. 1.,,:.! >:g.. .7, - ''` _ CN ' y EAST BUTTE O amp 2 .;c14,,,,\--: :;:::, J r rr -� k . C. CONFIRM THAT THE SUB GRADE IS AT THE PROPER ELEVATION AND COMPACTED AS REQUIRED. SUB GRADE // '1h ••?l,. ��» fY o ELEVATIONS SHALL SLOPE PARALLEL TO THE FINISHED GRADE. CLEAR THE EXCAVATION OF ALL CONSTRUCTION // II - "rt_ f `.t,,., A �.• ;' 1-:_,y, 'mac'';'„- DEBRIS, TRASH, RUBBLE AND FOREIGN MATERIAL. FILL ANY OVER EXCAVATION WITH APPROVED FILL AND / I �,,t ', �� i I . f .r Co COMPACT TO THE REQUIRED SUB-GRADE COMPACTION. / • • t1 ! wD. INSTALL COVERED SOIL IN 6-INCH LIFTS AND SPREAD UNIFORMLY OVER THE AREA. COMPACT EACH LIFT TO THE DSCAPED FRONT / ' I , �,.-1‘x w REQUIRED PERCENT OF MAXIMUM DENSITY. DELAY PLACEMENT 24 HOURS IF MOISTURE CONTENT YARD / e • .:-71:1.-t-;-1A / (OPEN SOIL VOLUME) N EXCEEDS MAXIMUM ALLOWABLE, PROTECT COVERED SOIL WITH PLASTIC OR PLYWOOD DURING DELAY. 4,000S.F. / 1" '` o) TAKE PARTICULAR CARE NOT TO DAMAGE UTILITIES WHEN INSTALLING COVERED SOIL. COVERED SOIL THAT WILL BE THE /// 11z s' BEDDING FOR UTILITY LINES SHALL BE COMPACTED TO CONFORM TO THE REQUIRED GRADE OF THE UTILITY LINE. DO NOT LIMIT OF AVAILABLE / s -0 i SOIL(50'RADIUS) •. d w COMPACT THE IMMEDIATE VICINITY ABOVE A UTILITY LINE UNTIL A FILL DEPTH OF AT LEAST 12-INCHES ABOVE THE UTILITY OPEN SOIL VOLUME 'm a w ///////// A'' O LL I OPEN SOIL VOLUME LINE IS REACHED. w o CURB IL E. BRING COVERED SOILS TO FINISHED GRADES AS SHOWN IN THE APPROVED DRAWINGS. IMMEDIATELY I +34' � TREE'A' LL 5 ~ PROTECT THE COVERED SOIL MATERIAL FROM CONTAMINATION BY WATER BY COVERING WITH PLASTIC OR ��. �� •- • PLYWOOD. A ROOT PATH COVERED SOIL „ ,,/6... 411 VOLUME(MINIMUM WIDTH 3')/ STREET STREET P oeC ,� j ROOT BARRIER PER -1111111111111111111111 :.o o° °c°•r• g° P B1 IRJ�lJI/MP _ _ TREE CANOPY 2 REMOVAL, STORING AND AMENDED SOILS FOR PLANTED AREAS: /� _ _ _ .. ° ° °°°° ° / / �.-,- - �- =4=,� -<.. IDEWALK MANUFACTURER'S SPECIFICATIONS -III—III—III—III—III �� o o o o'0 0 0 I _ _ _ o 03'� o o 0 0 � 11.=1 I 1=1 =1 11= .°..°°°° �°°° °°°°° � �\ III-III-III-III-III-I I 1-1 °°-•°°°° °°°'°°°°°°°• / / / ''',III 11=III=111-=I-IIII=II NOTES & DETAILS CONTRACTOR SHALL REMOVE ALL DEBRIS FROM PLANTER AREAS AND EXCAVATE TO A DEPTH \� \/ 1-I III- '° °°°° ,°°°: °°°°°°° p / 1SOIL VOLUME UNAVAILABLE TO _III= 0 0 oi 0� o opo o4o' = ( LANDSCAPED FRONT YARD —III—I� I —I I I —I —I 1=1 I . 1 I III 11 I—I I I- O OF 36 INCHES. SLOPE SLIDES OF EXCAVATIONS AT 1:1 SLOPE OR SHORE EDGES TO PREVENT \ BUILDING TREE'A'WHERENOCOVERED 111 _ _ _ 1— SOIL VOLUME ROOT PATH (OPEN SOIL VOLUME) III—III— III—III—III I—I =1 HI I —iii II—III— —I 1 I III 1I — UNDERMINING OF VEHICLE LOAD AREAS AND TO PROVIDE A SLOPED PROFILE TRANSITION ROOT BARRIER PER C 2 BETWEEN SOIL TYPES AND STRUCTURAL FILL. DISPOSE OF DEBRIS AND SUBSOIL, STOCKPILE \\ \ II SIDEWALK MANUFACTURER'S SPECIFICATIONS ,E EXCAVATED TOPSOIL IN APPROVED AREA OFF SITE. \ N \ I ROOT PATH COVERED SOIL VOLUME DRAINAGE -c EXISTING AND IMPORTED TOPSOIL AMENDMENTS SHALL BE DETERMINED BY THE LANDSCAPE \• COMPACTED SUBGRADE N ARCHITECT AND APPROVED BY THE CITY ARBORIST. SOIL MIXING SHALL BE DONE IN \•• 1-.0-12'RIGHT OFWAY—P-I DESIGNATED AREAS OR IN THE SUPPLIERS YARD. MIX AMENDMENTS WITH TOPSOIL WHEN SOIL ••� 12'RIGHT OF WAY IS IN A FRIABLE CONDITION ONLY (DAMP AND NOT MUDDY WITH ADEQUATE MOISTURE TO ....-"---CURB PROFILE Q BREAK INTO CLODS WHEN TURNED AND WILL NOT LEAVE A MUD STAIN)AND PROVIDE THE LIMIT OF AVAILABLE Ln PERCENT OF SOIL MIXES WITH ALL AMENDED SOIL TO THE CITY PRIOR TO INSTALLATION. SOIL(50'RADIUS) -1 , NO SCALE -T___ EXAMPLE SOIL VOLUME PROJECT NO.: 130-009 BLENDED SOIL PLACEMENT AND COMPACTION: CALCULATION — STREET TREE DWG. N0. TYPE: AS BUILT pPLAN WITH ROOT PATH APPENDIX 11 REVIEWED BY: MLH c SOIL SHALL BE FRIABLE WHEN PLACED AND COMPACTED. PLACE SOIL IN LAYERS OF NOT MORE o THAN 12” IN DEPTH. PROVIDE 3 PASSES WITH A 2" COMPACT PLATE VIBRATING COMPACTOR. COMPACT TO 80-85% MAXIMUM DRY DENSITY AS MEASURED BY THE PROCTOR TEST OR AS o APPROVED FOR SPECIFIC BLENDED SOIL MIXES. STREET TREE WITH ROOT PATH CO0 0 2 SCALE:N.T.S Q Ll ■ 03z WATER QUALITY FACILITY PLANT LEGENDI Building Dreams, Enhancing Lives TREES QTY BOTANICAL / COMMON NAME SIZECONTAINER WATER QUALITY FACILITY BOTTOM QTY BOTANICAL / COMMON NAME SIZE CONTAINER DaviWee ey Homes 1110 484 SF SUNMARK NATIVE SWALE MIX E SHRUB SWAMP MIX SEED OR APPROVED EQUAL: 1-LB PER 1,000 SF 11 ACER CIRCINATUM / VINE MAPLE #2 POT WATER QUALITY SWALE QTY BOTANICAL / COMMON NAME SIZE CONTAINER 111 1,608 JUNCOS TENUIS / SLENDER RUSH 1"X6" PLUG 1,608 JUNCUS PATENS / CALIFORNIA GRAY RUSH 1"X6" PLUG 1,608 CAREX OBNUPTA / SLOUGH SEDGE 1"X6" PLUG 9 PRUNUS EMARGINATA / BITTER CHERRY #2 POT �// 804 SF TOTAL: 4,824 804 (6 PER SF) GROUND COVERS CODE QTY BOTANICAL / COMMON NAME SIZE CONTAINER SPACING \\\ RP3 257 RUBUS CALYCINOIDES 'EMERALD CARPET' / EMERALD CARPET CREEPING BRAMBLE #1 POT 36" o.c. Filli:10 • 9 RHAMNUS PURSHIANA / CASCARA #2 POT \\\ [)Ari PI(' rC AKAI INITV I)PCIGN 12564 SW Main Street Tigard, OR 97223 TOTAL: 29 2,864 (0.01) NOTES: [T] 503-941-9484 ORNAMENTAL TREES QTY BOTANICAL / COMMON NAME SIZE CONTAINER 1. WATER QUALITY FACILITY PLANT MATERIAL SHALL BE PROVIDED WITH A TEMPORARY AUTOMATIC IRRIGATION SYSTEM DESIGNED BY CONTRACTOR. 1ST SUBMITTAL: 03/03/2023 CONTRACTOR WILL PROVIDE MATERIALS AND INSTALL ALL IRRIGATION DOWNSTREAM OF THE WATER METER. TEMPORARY IRRIGATION SYSTEM I SHALL BE MAINTAINED A MINIMUM OF THREE (3) GROWING SEASONS. REVISIONS NO. DATE DESCRIPTION 111, 2 ABIES GRANDIS / GRAND FIR 4' HT. B&B 25' - !„lk_;-_ , AS-BUILT or�it4! r�� i, DATE 05/02/2024 • 11,1511,itillisljt 416.110---' 4All 3 NYSSA SYLVATICA / TUPELO 1.5" CAL. B&B 11111,44railltis NAPPROVED MLH iiianti--.4MIL ir II Itr(*1 r °00000° 11110119brelk .k_mitwpor-01w 1 STE opo Oo ai ��� RSO 118_5, o 0 o o WATER QUALITY • o • 0 3 THUJA PLICATA / WESTERN RED CEDAR 4' HT. B&B PLANTING TEMPLATE o t- Michelle L. Hundley O 08/04/2021 � o O N o ` O OREGON w 3 °°00000° C` PE ARW N I I I I I i I VALID THROUGH 08/31/2024 C ♦ SHRUBS QTY BOTANICAL / COMMON NAME SIZE CONTAINER I I I I I I I I I I I >- E a ♦j♦j♦j♦ / FENCING- SEE CWS I I I I I I I 11 \ 1\ w (NI DETAIL SHEET D3.05 I I I I \ \ \ a0 2,850 SF 21 AMELANCHIER ALNIFOLIA / SERVICEBERRY #1 POT -TYP. i N I -tg M ccNi NO TREES OR SHRUBS TO CC cr ° M M M M M M M M \\ \ \ 0 BE PLANTED IN FRONT OF 167 - RP3 I I I I I "s, ,P \s,)iso 9 I o GATE SWING • • , _ r I i[_�i I I I r�. \ ._—,.r. �•__,-- •1. _- _W��'I'I'� , � � EAST BUTTE 111 20 CORNUS SERICEA / RED TWIG DOGWOOD #1 POT / \s 0 r��%%♦���� �♦•♦•��j�j i��-�N�♦�♦�♦-♦- cw��y, �� .7•- :>--- ---.- yy ei 6E1 \\\--'11111a1111111 ':: . ,., 4.1"t`:-4,'7'rAr‘' VI * ♦�♦♦♦♦ ♦♦♦♦� ♦♦♦♦ ♦♦♦♦♦ ♦♦♦�♦� >♦♦♦ ♦♦O♦♦ • se N\\\\\\\\\\\\\`c\ " \'\O ♦i►♦ ♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦1♦��♦♦♦♦♦♦♦♦ I� y \ w \\\\\\\\\\\ \\\ Q\\\'K \ \\ . = • ��♦♦ ��♦OHO♦ O♦ ♦C �►•��♦�� \� s�\\y� ;` . ... < i 20 HOLODISCUS DISCOLOR / OCEAN SPRAY #1 POT \ y _7; . . ... . . _ ♦♦♦♦♦.4111 b op„N4 I 111 111 ♦♦•��♦�,�♦♦♦♦l r J I • W ���N���iN� ���� � '�N�N� r��, � PONDBOTTOM W y 11 I �� , 4, 4,4 ���, \�\` ' r ) I * . * ' ' ���������� 1 \\ \;;, ..\,,,\I\ ♦ / / W ♦♦♦♦ �\' 90 RP3 ��������N ���� ��� ���♦♦j�j i ♦♦O♦ - \\ \ <- ( ���� ���� II III }.��\ a) : III �' ♦♦♦��1 IIII \ . i WATER QUALITY SWALE 1'' ��'' \„ V ♦ \\ \\\ \7\ a a . , \ „ N• ♦. ,, �� , ,�,,,, , , Ili20 PHILADELPHUS LEWISII / WILD MOCKORANGE #1 POT I ♦♦•► �' ,/ I // /-- ♦♦ \\\ 1 \\ \\\\I\\\ \ GATE AND \\\\\ \\\\\N\\ZcIII \\ ♦♦ W ♦� �♦ • I-- FENCE SEE � ��������Q N ♦ �� POND BOTTOM ( I ♦D•' Y1 ♦♦ ( �)\�\\ i.\\ c� I CWS DETAIL b , • • ♦ 4\ \�--Mr-- ,, -.7.Jr <� 4, 4, r / ♦�♦ /`I �� SHEET D3.05 \ ”"` \\ . � WATER 0 20 PHYSOCARPUS CAPITATUS / PACIFIC NINEBARK #1 POT I ( ♦♦ ♦it 4 ir � / 0 �I � Or 1 ////I / ,►♦ QUALITY o \ 4 /I i, I / �^ .. vvvvvv v•.,�� vv . v� ,�.; Imo . I .�� pii/ ♦�' ♦ ♦♦. >♦ \ • t .1�� I� 1 .� ,,��:44" ��1 ♦Z • �, ,�� �� FACILITY a c) 21 RIBES SANGUINEUM / RED FLOWERING CURRANT #1 POT \\\\ \\\\\'K\\\ \\\\\ \\ • �, W y _ _ _ ♦,�♦♦1♦♦♦♦♦ N ��� 1 \\ I \\\�\ -\C\\\I\ -�� 7-2---/‘=' S/y • l`a _• _ . ,\ ,a�� , ,\ PLANTING PLAN ... �� • N ilk \ \\ 1\21 SYMPHORICARPOS ALBUS / COMMON WHITE SNOWBERRY #1 POT / • \\\\ \\\\\ \ •. ,_____ \ \T\ \\\ ,° ♦v♦♦♦♦♦♦ •♦♦♦ ♦ y ), ♦♦♦♦♦♦ 3_._ ♦♦� I\�I N o a \ \\\\ \\\\\\\\'K \\�� �� ` ♦��♦♦;♦ =♦:♦♦ • �� =:♦`♦ =♦;♦:::♦ /r". ,:• •4 _ • • .I. .. . .. 0 N TOTAL: 143 2,850 (0.05) \\'K'K\ \\��'K'K\\\ \"N\\ I y y N �-4 \\\ \\\ \\\'\'K\\,\ a \\N\\\\ j� ♦j ������ ����� _ _ 0 ,..,y\ be, _0 INTERIOR SIDE SLOPES QTY BOTANICAL / COMMON NAME SIZE PERCENT \ 449 INTERIOR HJT I I Q 0 • • • M Lo CLEAN WATER SERVICES LOW GROW SEED MIX: 120 LBS/AC 3 JCI 1 ® I DECIDUOUS TREE M M M -GROUNDCOVER 4,6 CONIFER TREE ( 2 SHRUB PLANTING L2 02 I ( L2 02 "' I I I I PROJECT NO.: 130-009 6 AGROSTIS TENUIS / COMMON BENTGRASS SEED 5% I L2.02 I I \ I I C 2,850 SF FESTUCA ARUNDINACEA / TALL FESCUE SEED 40% PLANTING L2.02 I I I I TYPE: AS BUILT 3 / I 1 I i i 1 I I I II I 2 FESTUCA RUBRA / RED FESCUE SEED 25% \ ,. ° M 0 M M M M M M I I REVIEWED BY: MLH O LOLIUM PERENNE / PERENNIAL RYEGRASS SEED 30% / I I I ! ! C I I I ' I l 0 0 WATER QUALITY FACILITY PLANTING PLAN SCALE O 0 (;) 10 0 5 10 co Q 1 INCH = 10 FEET z VEGETATED SWALE PLANTING NOTES: C.W.S. CONDITIONS FOR SWALES: STORMWATER FACILITY GROWING MEDIUM FURNISH IMPORTED BLENDED SOIL FOR ALL VEGETATED LIDA FACILITIES CONFORMING TO THE FOLLOWING: I Building Dreams, Enhancing Lives 1. ALL NEW PLANTING MATERIAL WILL BE PROVIDED WITH A TEMPORARY AUTOMATIC IRRIGATION SYSTEM 1. CLEAN WATER SERVICES SHALL BE NOTIFIED 72 HOURS PRIOR TO THE START AND COMPLETION OF • GENERAL COMPOSITION - USE MATERIAL THAT IS ANY BLEND OF LOAMY SOIL, SAND, AND COMPOST THAT IS DESIGNED BY CONTRACTOR IN CONFORMANCE TO ALL LOCAL CITY AND STATE CODES. CONTRACTOR WILL ENHANCEMENT/RESTORATION ACTIVITIES. ENHANCEMENT/RESTORATION ACTIVITIES SHALL COMPLY WITH 30-40% COMPOST (BY VOLUME) AND MEETS THE OTHER CRITERIA IN THIS SPECIFICATION. David Weekley Homes PROVIDE MATERIALS AND INSTALL ALL IRRIGATION DOWNSTREAM OF THE EXISTING WATER METER. THE GUIDELINES PROVIDED IN APPENDIX A: LANDSCAPE REQUIREMENTS (R&O 19-05: APPENDIX A). • ANALYSIS REQUIREMENTS FOR THE BLENDED MATERIAL: PARTICLE GRADATION - A SIEVE ANALYSIS OF THE BLENDED MATERIAL, NOT INCLUDING COMPOST, SHALL BE TEMPORARY IRRIGATION SYSTEM SHALL BE MAINTAINED FOR A MINIMUM OF ( 2 ) GROWING SEASONS. CONDUCTED IN CONFORMANCE WITH ASTM C117/C136, AASHTO T11/T27, ASTM D422/D1140, OR ASTM 2. PRIOR TO INSTALLATION OF PLANT MATERIALS, ALL INVASIVE VEGETATION SUCH AS HIMALAYAN BLACKBERRY, D6913. THE ANALYSIS SHALL INCLUDE THE FOLLOWING SIEVE SIZES: 1 INCH, 3/8 INCH, #4, #10, #20, #40, 2. SEE ENGINEERING DRAWINGS FOR EROSION CONTROL FENCING AND DETAILS. ENGLISH IVY, AND ENGLISH HAWTHORN, WITHIN THE VEGETATED CORRIDOR SHALL BE REMOVED. DURING #60, #100, #200. THE GRADATION OF THE BLEND SHALL MEET THE FOLLOWING GRADATION CRITERIA. REMOVAL OF INVASIVE VEGETATION CARE SHALL BE TAKEN TO MINIMIZE IMPACTS TO EXISTING NATIVE TREES 3. THE LANDSCAPE CONTRACTOR IS TO THOROUGHLY REVIEW THE SITE. IF THERE ARE ANY DISCREPANCIES AND SHRUB SPECIES. SIEVE SIZE PERCENT PASSING BETWEEN THE PLAN AND THE EXISTING CONDITIONS THE LANDSCAPE ARCHITECT IS TO BE NOTIFIED 1 INCH 100 IMMEDIATELY. 3. PLANTINGS SHALL BE TAGGED FOR DORMANT SEASON IDENTIFICATION. TAGS TO REMAIN ON PLANT MATERIAL # 4 85 -100 AFTER PLANTING FOR MONITORING PURPOSES. # 10 50-100 4. IF THE LANDSCAPE CONTRACTOR STARTS WORK BEFORE SITE CONDITIONS ARE READY, THEY WILL BE # 40 20-60 4. AN APPROVED OREGON DEPARTMENT OF FORESTRY NOTIFICATION IS REQUIRED FOR ONE OR MORE TREES # 100 10-40 RESPONSIBLE FOR ANY ADDITIONAL COSTS RELATING TO THE CONDITION. # 200 10-20 HARVESTED FOR SALE, TRADE, OR BARTER, ON ANY NON-FEDERAL LANDS WITHIN THE STATE OF OREGON. 5. SWALE TOPSOIL: USE 12" OF CLEAN COMPOST-AMENDED TOPSOIL. THE COMPOST-AMENDED TOPSOIL SHALL • THE MATERIAL SHALL BE LOOSE AND EASILY BROKEN INTO SMALL PIECES HAVE THE FOLLOWING CHARACTERISTICS. A) TEXTURE- MATERIAL PASSES THROUGH ONE-INCH SCREEN BO 5. APPROPRIATE BEST MANAGEMENT PRACTICES (BMP's) FOR EROSION CONTROL, IN ACCORDANCE WITH THE • IT SHALL BE WELL MIXED AND HOMOGENOUS. FERTILITY- 35% ORGANIC MATTER. CWS EROSION CONTROL TECHNICAL GUIDANCE MANUAL SHALL BE USED PRIOR TO, DURING, AND FOLLOWING • IT SHALL BE FREE OF WOOD PIECES, PLASTIC, AND OTHER FOREIGN MATTER. EARTH DISTURBING ACTIVITIES. • IT SHALL HAVE NO VISIBLE FREE WATER. 6. PLANT QUANTITIES SHOWN ARE INTENDED TO ASSIST THE CONTRACTOR IN EVALUATING THEIR OWN TAKE • THE PH (POWER OF HYDROGEN) OF THE BLENDED MATERIAL SHALL BE TESTED AND BE BETWEEN 6 TO 8. OFFS. IF THERE IS A DISCREPANCY BETWEEN PLANT QUANTITIES AND SYMBOLS SHOWN ON THE PLAN, USE 6. PRIOR TO CONSTRUCTION, A STORM WATER CONNECTION PERMIT FROM THE DISTRICT OR ITS DESIGNEE IS THE LARGER OF THE TWO AMOUNTS. CONTRACTOR IS RESPONSIBLE FOR ALL FINAL QUANTITIES. REQUIRED PURSUANT TO ORDINANCE 27, SECTION 4.B. COMPOST THE COMPOST SHALL BE DERIVED FROM PLANT MATERIAL AND PROVIDED BY A MEMBER OF THE US COMPOSTING 1:!....00...€) 7. ALL VEGETATED SWALE PLANTING IS TO BE PLANTED PER CLEAN WATER SERVICES LANDSCAPE 7. REMOVAL OF NATIVE, WOODY VEGETATION SHALL BE LIMITED TO THE GREATEST EXTENT PRACTICABLE. COUNCIL SEAL OF TESTING ASSURANCE (STA) PROGRAM. SEE WWW.COMPOSTING000NCIL.ORG FOR A LIST OF LOCAL pn,rIlcic rnhnn,Al,aNiTv r PCICN REQUIREMENTS. PROVIDERS. 8. SHOULD FINAL DEVELOPMENT PLANS DIFFER SIGNIFICANTLY FROM THOSE SUBMITTED FOR REVIEW BY THE THE COMPOST SHALL BE THE RESULT OF THE BIOLOGICAL DEGRADATION AND TRANSFORMATION OF PLANT-DERIVED 12564 SW Main Street Tigard, OR 8. PLANTING IS SPECIFIED AS PER CLEAN WATER SERVICES RECOMMENDATIONS FOR THE VEGETATED SWALE, DISTRICT, THE APPLICANT SHALL PROVIDE UPDATED DRAWINGS, AND IF NECESSARY, OBTAIN A REVISED MATERIALS UNDER CONDITIONS DESIGNED TO PROMOTE AEROBIC DECOMPOSITION. THE MATERIAL SHALL BE WELL 97223 LOW IMPACT DEVELOPMENT HANDBOOK , JU NE 20 16. SERVICE PROVIDER LETTER. COMPOSTED, FREE OF VIABLE WEED SEEDS, AND STABLE WITH REGARD TO OXYGEN CONSUMPTION AND CARBON DIOXIDE [T] 503-941-9484 GENERATION. THE COMPOST SHALL HAVE NO VISIBLE FREE WATER AND PRODUCE NO DUST WHEN HANDLED. IT SHALL 9. THE TREATMENT AREA HAS " TO 2-INCH RIVER RUN ROCK PLACED 2.5 TO 3 INCHES DEEP ON HIGH DENSITY 9. MAINTENANCE AND MONITORING REQUIREMENTS SHALL COMPLY WITH SECTION 2.5 TABLE A-1 OF R&O 19-05. IF MEET THE FOLLOWING CRITERIA, AS REPORTED BY THE US COMPOSTING COUNCIL STA COMPOST TECHNICAL DATA SHEET JUTE OR COCONUT MATTING OVER 12 INCHES OF NATIVE TOPSOIL. THE RIVER ROCK, TOPSOIL AND HIGH AT ANY TIME DURING THE WARRANTY PERIOD THE LANDSCAPING FALLS BELOW THE 80% SURVIVAL LEVEL, THE PROVIDED BY THE VENDOR. OWNER SHALL REINSTALL ALL DEFICIENT PLANTING AT THE NEXT APPROPRIATE PLANTING OPPORTUNITY AND 1ST SUBMITTAL: 03/03/2023 DENSITY JUTE OR COCONUT MATTING EXTENDS TO THE TOP OF THE TREATMENT AREA, TOPSOIL AND LOW • 100% OF THE MATERIAL MUST PASS THROUGH A 1/2-INCH SCREEN. DENSITY JUTE MATTING EXTENDS TO THE EDGE OF THE WATER QUALITY TRACT OR EASEMENT AREA. THE TWO YEAR MAINTENANCE PERIOD SHALL BEGIN AGAIN FROM THE DATE OF REPLANTING. • THE PH OF THE MATERIAL SHALL BE BETWEEN 6 MIN. AND 8 MAX. I REVISIONS • MANUFACTURED INERT MATERIAL (PLASTIC, CONCRETE, CERAMICS, METAL, ETC.) SHALL BE LESS THAN 1.0% BY 10. BARE ROOT STOCK SHALL BE INSTALLED ONLY FROM DECEMBER 15 THROUGH APRIL 15. CONTAINERIZED 10. THE WATER QUALITY SWALE SHALL BE PLANTED WITH DISTRICT APPROVED NATIVE SPECIES, AND DESIGNED WEIGHT. NO. DATE DESCRIPTION STOCK SHALL BE INSTALLED ONLY FROM FEBRUARY 1 THOUGH MAY 1 AND OCTOBER 1 THROUGH NOVEMBER TO BLEND INTO THE NATURAL SURROUNDINGS. • THE ORGANIC MATTER CONTENT SHALL BE BETWEEN 30 AND 70% (DRY WEIGHT BASIS). 15. *** CLUSTER = GROUPS OF 3-7 PLANTS IN SAME AREA WITH GRASS IN BETWEEN. SEEDING RATE: PURE LIVE • SOLUBLE SALT CONTENT SHALL BE LESS THAN 6.0 MMHOS/CM. SEED (PLS) POUNDS PER ACRE. PLANTING NOTES (PER CWS DESIGN & CONSTRUCTION STANDARDS, 11. DEEP ROOTING TREES AND SHRUBS ARE NOT TO BE PLANTED ON TOP OF CONCRETE PIPES, OR WITHIN 10 • MATURITY INDICATOR SHALL BE GREATER THAN 80% FOR GERMINATION AND VIGOR. APPENDIX A PLANTING REQUIREMENTS, APRIL 2019): FEET OF RETAINING WALLS, INLET/OUTLET STRUCTURES OR OTHER CULVERTS. • STABILITY SHALL BE 'STABLE' TO 'VERY STABLE'. • CARBON/NITROGEN (C/N) RATIO SHALL BE LESS THAN 25:1. 11. TREE PLANTINGS SHOULD BE PROTECTED FROM WILDLIFE DAMAGE (DEER BROWSE) BY INSTALLING 12. LARGE TREES OR SHRUBS ARE NOT TO BE PLANTED ON BERMS OVER FOUR FEET TALL THAT IMPOUND WATER. • TRACE METALS TEST RESULT = "PASS." TREE-PROTECTOR TUBES OR WIRE MESH CYLINDERS AROUND NEWLY INSTALLED PLANTINGS. (SEE IVAM SMALL TREES OR SHRUBS WITH FIBROUS ROOT SYSTEMS MAY BE INSTALLED ON BERMS THAT IMPOUND AS-BUILT GUIDELINES) WATER AND ARE LESS THAN FOUR FEET TALL. CONSTRUCTION STORMWATER FACILITY GROWING MEDIUM: DATE05/02/2024 25. SOIL PREPARATION: TO ENHANCE ORGANIC MATTER, LEAF COMPOST MAYBE PLACED UNIFORMLY ON TOPSOIL. • PROTECTION OF THE SOIL - THE MATERIAL SHALL BE PROTECTED FROM ALL SOURCES OF CONTAMINATION, MAINTENANCE AND MONITORING: OTHER AMENDMENT, CONDITIONERS, BIO-AMENDMENTS MAY BE ADDED AS NEEDED TO SUPPORT THE INCLUDING WEED SEEDS, WHILE AT THE SUPPLIER, IN CONVEYANCE, AND AT THE PROJECT SITE. APPROVED MLH SPECIFIED PLANTS OR ADJUST THE SOIL PH. TRADITIONAL FERTILIZATION TECHNIQUES (APPLYING N-P-K)ARE • WET AND WINTER CONDITIONS - HAULING AND PLACEMENT OF THE MATERIAL WILL NOT BE ALLOWED WHEN THE NOT NECESSARY FOR NATIVE PLANTS AND SHOULD NOT BE USED. WEATHER IS TOO WET OR THE GROUND IS FROZEN OR SATURATED AS DETERMINED BY THE OWNERS 1. BI-ANNUAL MONITORING OF THE SITE WILL BE CONDUCTED BY OWNER IN THE SPRING (BY JUNE 1)AND FALL REPRESENTATIVE. (BY SEPTEMBER 30), FOLLOWING THE FIRST GROWING SEASON AFTER THE PLANT INSTALLATION. ENSURE A • PLACEMENT OF THE SOIL - PLACE THE MATERIAL IN LOOSE LIFTS, NOT TO EXCEED 8 INCHES EACH AND EACH MINIMUM OF 80% SURVIVAL RATE OR BETTER WITH 90% FACILITY COVERAGE OF THE REQUIRED VEGETATION. 26. TIMING: CONTAINER STOCK SHALL BE INSTALLED ONLY FROM FEBRUARY 1 THROUGH MAY 1 AND OCTOBER 1 LIFT SHALL BE COMPACTED WITH A WATER-FILLED LANDSCAPE ROLLER. DO NOT OTHERWISE MECHANICALLY THROUGH NOVEMBER 15. BARE ROOT STOCK SHALL BE INSTALLED ONLY FROM DECEMBER 15 THOUGH APRIL COMPACT THE MATERIAL. NOTES ON THE PLANT MORTALITY AND HERBACEOUS COVER WILL BE NOTED. NECESSARY MAINTENANCE WILL BE DETERMINED TO REDUCE INVASIVE PLANT SPECIES OR OTHER MEASURES TO AID IN THE SURVIVAL OF THE 15. PLANTINGS OUTSIDE THESE TIMES MAY REQUIRE, ADDITIONAL MEASURES TO ENSURE SURVIVAL. • TIMING OF PLANT INSTALLATION - WEATHER PERMITTING AND AS APPROVED, INSTALL PLANTS AS SOON AS INSTALLEDPOSSIBLE AFTER PLACING AND GRADING THE SOIL IN ORDER TO MINIMIZE EROSION AND FURTHER COMPACTION. PLANT MATERIAL . ENSURE THAT NO MORE THAN 20% NON-NATIVES OCCUPY THE SITE . IF IT IS 27. EROSION CONTROL: GRADING, SOIL PREPARATION, AND SEEDING SHALL BE PERFORMED DURING OPTIMAL • EROSION CONTROL - TEMPORARY EROSION CONTROL MEASURES ARE REQUIRED UNTIL PERMANENT STABILIZATION DETERMINED DURING THE MAINTENANCE PERIOD THAT THE PLANT COVERAGE OF THE HERBACEOUS SPECIES WEATHER CONDITIONS AND AT LOW FLOW LEVELS TO MINIMIZE SEDIMENT IMPACTS. SITE DISTURBANCE SHALL MEASURES ARE FUNCTIONAL. OR THE INSTALLED PLANTINGS DO NOT MEET THE CONDITIONS REQUIRED BY C.W.S. OUTLINED IN THE BE MINIMIZED AND DESIRABLE VEGETATION RETAINED, WHERE POSSIBLE. SLOPES SHALL BE GRADED TO • PROTECTION OF THE INSTALLED SOIL - IN ALL CASES, THE PROTECT INSTALLED MATERIAL FROM FOOT OR SERVICE PROVIDER LETTER, A PLAN WILL BE DEVELOPED AND IMPLEMENTED TO MEET THOSE CONDITIONS. EQUIPMENT TRAFFIC AND SURFACE WATER RUNOFF. INSTALL TEMPORARY FENCING OR WALKWAYS AS NEEDED TO SUPPORT THE ESTABLISHMENT OF VEGETATION. WHERE SEEDING IS USED FOR EROSION CONTROL, AN KEEP WORKERS, PEDESTRIANS, AND EQUIPMENT OUT OF THE AREA. UNDER NO CIRCUMSTANCES SHOULD APPRSTABIOLIZEIATE SLOPES NATIVE UNTCI7RPERMANENT VEG(OR ETATIONQUIVALENT),IS ESTABLISOR HEDTBIODEGRAD BLE FABRICS (COIR, MATERIALS AND EQUIPMENT BE STORED ON TOP OF THE INSTALLATION AREA. ��6I ST ER-O COCONUT OR APPROVED JUTE MATTING (MINIMUM 1/4" SQUARE HOLES) MAY BE USED TO STABILIZE SLOPES 1 18 AND CHANNELS. FABRICS SUCH AS BURLAP MAY BE USED TO SECURE PLANT PLUGS IN PLACE AND TO G� 0 W \ G V E� U V S P E C F C A T 0\ DISCOURAGE FLOATING UPON INUNDATION. NO PLASTIC MESH THAT CAN ENTANGLE WILDLIFE IS PERMITTED. t-' Michelle L. Hundley H CONSULT CHAPTER 6 - EROSION PREVENTION AND SEDIMENT CONTROL FOR ADDITIONAL INFORMATION. F 0 VEGETATED FACILITIES CleanWate� Services % OREGON w 08/04/2021 28. MULCHING: TREES, SHRUBS, AND GROUNDCOVERS PLANTED IN UPLAND AREAS SHALL BE MULCHED A MINIMUM DRAWING NO. 742 REVISED 10-31-19 J'C1p R ~ OF THREE INCHES IN DEPTH AND 18 INCHES IN DIAMETER, TO RETAIN MOISTURE AND DISCOURAGE WEED E A 3GROWTH AROUND NEWLY INSTALLED PLANT MATERIAL. APPROPRIATE MULCHES ARE MADE FROM COMPOSTED VALID THROUGH 08/31/2024 92 92 BARK OR LEAVES THAT HAVE NOT BEEN CHEMICALLY TREATED. THE USE OF MULCH IN FREQUENTLY CCWS PLANTING MEDIUM Q INUNDATED AREAS SHALL BE LIMITED, TO AVOID ANY POSSIBLE WATER QUALITY IMPACTS INCLUDING THE E LEACHING OF TANNINS AND NUTRIENTS, AND THE MIGRATION OF MULCH INTO WATERWAYS. SCALE: N.TS a co <.`! 29. PLANT PROTECTION FROM WILDLIFE: DEPENDING ON SITE CONDITIONS, APPROPRIATE MEASURES SHALL BE TAKEN TO LIMIT WILDLIFE-RELATED DAMAGE (SEE IVAM GUIDANCE). v N oN 30. IRRIGATION: APPROPRIATE PLANT SELECTION, ALONG WITH ADEQUATE SITE PREPARATION AND MAINTENANCE, 0 No REDUCES THE NEED FOR IRRIGATION. HOWEVER, UNLESS SITE HYDROLOGY IS CURRENTLY ADEQUATE, A VINYL CLAD CHAIN LINK FENCING > DISTRICT/CITY APPROVED IRRIGATION SYSTEM OR EQUIVALENT (I.E., POLYMER, PLUS WATERING) SHALL BE z SEE STD. DRAWING N0. 740 EAST BUTTE USED DURING THE TWO-YEAR PLANT ESTABLISHMENT PERIOD. WATERING SHALL BE AT A MINIMUM RATE OF AT oCC AS APPROVED BY DISTRICT OR CITY. LEAST ONE INCH PER WEEK FROM JUNE 15 THROUGH OCTOBER 15. OTHER IRRIGATION TECHNIQUES, SUCH AS z C o DEEP WATERING, MAY BE ALLOWED WITH PRIOR APPROVAL BY DISTRICT STAFF. p > J o T� ' I LU IF USING NATIVE TOPSOIL NOTE: C `��� �� SWALE ��� p 1. SWALE TOPSOIL: USE STOCKPILED NATIVE TOPSOIL FOR C J O' RA VEGETATED SWALE PER CLEAN WATER SERVICES STANDARDS. D ` � o�\\,, •� i 2 MIONLU M -ir 12" MIN. 1' MIN. Vii,of `v AMENDED Q TOPSOIL -< I �� � 0.5' MAX. v • N Cf) 4 I _, * i i, I 1 ...._ o > WATER QUALITY 0 iii u.) FACILITY NOTES & a 11 SWALE AREA SIDE SLOPE TREATMENT AREA SIDE SLOPE DETAILS N 0 AREA 6' MINIMUM WIDTH AREA c EC MATTING ECONOJUTE* COCONUT FIBER OR GEOJUTE PLUS* ECONOJUTE* o J CO N SEED MIX LOW GROW MIX NONE LOW GROW MIX SEE NOTE #5 SEE NOTE #5 i Fp MAX. SLOPE 2.5H: 1 V 4H: 1 V TYP FLAT BOTTOM 4H: V1 2.5H: V1 D * OR AS APPROVED Q Q NOTES: CD "IS) 1. REFER TO CHAPTER 4, CWS DESIGN & CONSTRUCTION STANDARDS, FOR LANDSCAPING REQUIREMENTS INCLUDING TREE PLACEMENT, TOPSOIL AND PLANTING SPECIFICATIONS. PROJECT NO.: 130-009 2. PROVIDE IRRIGATION AS APPROVED BY CWS. c CATYPE: AS BUILT 3 CD 3. JUTE MATTING- GEOJUTE PLUS IN TREATMENT AREA, ECONOJUTE FOR ALL OTHER AREAS, OR SIMILIAR < FABRICS. COCONUT FIBER IS ALSO ACCEPTABLE. C, 4. 12 INCHES OF AMENDED TOPSOIL SHALL BE PLACED THROUGHOUT THE WATER QUALITY FACILITY. REVIEWED BY: MLH (� 5. FREEBOARD AREA SEED MIX, DWARF TALL FESCUE 40%, DWARF PERENNIAL RYE 30%, CREEPING RED FESCUE 25%, o COLONIAL BENT GRASS 5%. APPLY AT A RATE OF 120# / ACRE. rn 0 0 o 00 0 2 WATER QUALITY SWALEL2 . 02 Q SCALE: N.TS z EAST BUTTE 1200C EROSION AND SEDIMENT CONTROL PLAN TAX MAP 2S111CB TAX LOT 2700, TIGARD, WASHINGTON COUNTY, OREGON DEVELOPER PROJECT TIME FRAME: THE PERMITTEE IS REQUIRED TO MEET ALL THE CONDITIONS OF THE 1200C PERMIT. THIS ESCP AND GENERAL CONDITIONS DAVID WEEKLEY HOMES GROUND DISTURBANCE START: APRIL, 2023 HAVE BEEN DEVELOPED TO FACILITATE COMPLIANCE WITH THE 1200C PERMIT REQUIREMENTS. IN CASE OF DISCREPANCIES 1905 NE 169TH PLACE, #102 OR OMISSIONS, THE 1200C PERMIT REQUIREMENTS SUPERCEDE REQUIREMENTS OF THIS PLAN. SW MURDOCK ST — BEAVERTON, OR 97201 FINAL DATE FOR GRADING ACTIVITY: AUGUST, 2023 PHONE: T: MAXBOND BMP SCHEDULE FOR CONSTRUCTION PHASES CONTACT: MAX BONDAR FINAL END DATE OF CONTRUCTION-RELATED POLLUTANT GENERATING ACTIVITY: JANUARY, 2024 PLANNING/ENGINEERING/SURVEY FIRM: REFER TO DEQ GUIDANCE MANUAL FOR A COMPREHENSIVE NATURE OF CONSTRUCTION ACTIVITY AND ESTIMATED TIME TABLE LIST OF AVAILABLE BMP'S. PACIFIC COMMUNITY DESIGN 111 ( 12564 SW MAIN STREET - CLEARING (4/01/2023 - 4/14/2023) CLEARING UTILITY/STREET VERTICAL FINAL WET WEATHER LI TIGARD, OR 97223 - MASS GRADING (4/15/2023 - 5/01/2023) GRADING CONSTRUCTION CONSTRUCTION STABILIZATION (OCT. 1 MAY 31ST) PHONE: 503-941-9484 - UTILITY INSTALLATION (5/01/2023 - 6/01/2023) / CONTACT: KC SCHWARTZKOPH EROSION PREVENTION: ! - STREET CONSTRUCTION (6/01/2023 - 7/30/2023) �/ - VERTICAL CONSTRUCTION (8/01/2023 - 11/30/2023) PRESERVE EXISTING VEGETATION X X • X • X • X ( i /7 > STRAW GROUND COVER X X SITE DESCRIPTION: - FINAL STABILIZATION (8/01/2023 - 11/30/2023) W ` %� / Q PLASTIC SHEETING X > W �J _ - REMOVAL OF TEMPORARY STORMWATER CONTROLS EXISTING CONDITIONS EROSION CONTROL BLANKETS it MATS (SPECIFY TYPE) X Q 11 Q j ` �/ o AND CONSTRUCTION EQUIPMENT OR VEHICLES (11/30/2023 - 12/30/2023) COMPOST BLANKETS • IY w I� - THE EXISTING SITE IS CURRENTLY OCCUPIED BY ONE OUTBUILDING. VEGETATION CONSISTS PRIMARILY DUST CONTROL X X X X X cl PLANNED BUSINESS DAYS AND HOURS o TEMPORARY SEEDING AND PLANTING X X X X II W ! OF SHORT GRASSES. PERMANENT SEEDING AND PLANTING X N 7:00 AMTO 7:00 PM MONDAY THROUGH SATURDAYVEGETATED BUFFER STRIPS JJ i`, DEVELOPED CONDITIONS 7:00 AM TO 5:00 PM MONDAY THROUGH FRIDAY DURING VERTICAL CONSTRUCTION • �!/ EAST BUTTE INCLUDES PUBLIC INFRASTRUCTURE FOR 12 RESIDENTIAL UNITS AND A WATER QUALITY UNPAVED ROADS GRAVELED OR OTHER BMP ON THE ROAD X ff FACILITY TRACT. CONSTRUCTION TO INCLUDE STREET PAVING, STORM DRAIN, SANITARY, AND WATER HYDROSEEDING MULCHES (SPECIFY TYPE) 5 N Il UTILITIES. • ' Vie• SOIL TACKIFIERS ��L� INSPECTION FREQUENCY: ORANGE FENCING (PROTECTING SENSITIVE/PRESERVED AREAS) X" • X X X • X TOTAL SITE AREA = 3.67 ACRES CONTROL: TOTAL DISTURBED AREA = 3.67 ACRES SITE CONDITION MINIMUM FREQUENCY SEDIMENT FENCING X" X X X �,(J( \\ 1. ACTIVE PERIOD ON INITIAL DATE THAT LAND STRAW WATTLES (OR OTHER MATERIALS) X X X ` s,,__J DISTURBANCE ACTIVITIES COMMENCE. COMPOST BERM MAXIMUM DISTURBED AREA AT ANY ONE TIME = 3.67 ACRES STORM DRAIN INLET PROTECTION - BIOBAGS X" X X X WITHIN 24 HOURS OF ANY STORM EVENT, DEWATERING • • • SITE SOIL CLASSIFICATION: INCLUDING RUNOFF FROM SNOW MELT, THAT RESULTS IN DISCHARGE FROM THE SEDIMENT TRAP SITE. SEDIEMNT BARRIER (;) 11B - CORNELIUS AND KINTON SILT LOAMS 2 TO 7 PERCENT SLOPES NATURAL BUFFER ZONE X • • X • • X • • X •• X 11C - CORNELIUS AND KINTON SILT LOAMS 7 TO 12 PERCENT SLOPES AT LEAST ONCE EVERY 14 DAYS, TEMPORARY OR PERMANENT SEDIMENTATION BASINS SITE PLAN 11D - CORNELIUS AND KINTON SILT LOAMS 12 TO 20 PERCENT SLOPES REGARDLESS OF WHETHER STORMWATER TREATMENT SYSTEM (0 B M PLAN REQUIRED) RUNOFF IS OCCURRING. COMPOST SOCKS • NTS THE ON-SITE SOILS HAVE A MODERATE EROSION POTENTIAL. 2. INACTIVE PERIODS GREATER THAN THE INSPECTOR MAY REDUCE THE MYCORRHIZAE/BIOFERTILIZERS ALL FILL MATERIAL SHALL BE NATIVE SOIL OR SHALL BE IMPORTED FROM AN OFF-SITE SOURCE AS FOURTEEN (14) CONSECUTIVE CALENDAR DAYS FREQUENCY OF INSPECTIONS IN ANY RUN OFF CONTROL: • APPROVED BY THE GEOTECHNICAL ENGINEER. AREA OF THE SITE WHERE THE CONSTRUCTION ENTRANCE X" X X X STABILIZATION STEPS IN SECTION 2.2.20 PIPE SLOPE DRAINS • RECEIVING WATER BODY HAVE BEEN COMPLETED TO TWICE PER OUTLET PROTECTION X X X X MONTH FOR THE FIRST MONTH, NO LESS ENERGY DISSIPATERS • I PROPOSED SITE WILL DRAIN FROM A DETENTION POND WITH AN INFILTRATION/FLOW DISPERSION TRENCH THAN 14 CALENDAR DAYS APART,THEN CHECK DAMS ON THE SOUTH SIDE OF THE PROPERTY WHICH DRAINS ULTIMATELY TO THE TUALATIN RIVER. ONCE PER MONTH. BIOSWALES • • c r DRAINAGE SWALES o 3. PERIODS DURING WHICH THE SITE IS IF SAFE, ACCESSIBLE AND PRACTICAL, EARTH DIKES (STABILIZED) _o SW MURDOCK ST INACCESSIBLE DUE TO INCLEMENT WEATHER INSPECTIONS MUST OCCUR DAILY AT A TEMPORARY DIVERSION DIKES E �� 303(d) CATEGORY 4 AND 5 IMPAIRMENT STATUS OF RECEIVING WATERBODY RELEVANT DISCHARGE POINT OF POLLUTION PREVENTION: Tr jI,' PROJECT SITE DOWNSTREAM LOCATION OF THE PROPER SIGNAGE X X X X X NOT APPLICABLE./ RECEIVING WATERBODY. HAZARDOUS WASTE MANAGEMENT X X X4. PERIODS DURING WHICH CONSTRUCTION VISUAL MONITORING INSPECTIONS MAY SPILL KIT ON SITE X X X • X • X � WATERBODIES TO BE IMPACTED BY CONSTRUCTION ACTIVITES CONCRETE TRUCK WASHOUT X X c\IG Q MIc W (WATERBODIES TO BE REFERENCED IN 401 WATER QUALITY CERTIFICATIONS, USACE PERMIT, DSL PERMIT, ACTIVITIES ARE SUSPENDED AND RUNOFF IS BE TEMPORARILY SUSPENDED. 0o G■- > AND/OR ANY OTHER APPLICABLE AGENCY AUTHORIZATION) UNLIKELY DUE TO FROZEN CONDITIONS. IMMEDIATELY RESUME MONITORING SIGNIFIES ADDITIONAL BMP'S REQUIRED FOR WORK WITHIN 50' OF WATER OF THE STATE. M■��_ .= UPON THAWING, OR WHEN WEATHER SIGNIFIES BMP THAT WILL BE INSTALLED PRIOR TO ANY GROUND DISTURBING ACTIVITY. o Q c CONDITIONS MAKE DISCHARGES LIKLEY. Ala ■c NOT APPLICABLE. N 5. PERIODS DURING WHICH CONSTRUCTION VISUAL MONITORING INSPECTIONS MAY • Lu 3 ENGINEERED SOILS ACTIVITIES ARE CONDUCTED AND RUNOFF IS REDUCED TO ONCE A MONTH. Lu = N UNLIKELY DUE TO FROZEN CONDITIONS. IMMEDIATELY RESUME MONITORING IF ENGINEERED SOILS WILL BE USED PER SECTION 6.6, pH MONITORING IS REQUIRED OF SEDIMENTATION UPON THAWING, OR WHEN WEATHER SHEET INDEX O , , , , , I r - BASINS. CONDITIONS MAKE DISCHARGES LIKELY. U SW LADY MARION DR p 1 • HOLD A PRE-CON MEETING OF PROJECT CONSTRUCTION PERSONNEL THAT INCLUDES THE EC INSPECTOR TO DISCUSS EROSION AND SEDIMENT CONTROL MEASURES AND SW HOODVIEW DR --- CONSTRUCTION LIMITS o \ — • ALL INSPECTIONS MUST BE MADE IN ACCORDANCE WITH DEQ 1200 C PERMIT EROSION AND SEDIMENT CONTROL PLANS o REQUIREMENTS. • INSPECTION LOGS MUST BE KEPT IN ACCORDANCE WITH DEQS 1200 C PERMIT EC1 .0 COVER SHEET w II REQUIREMENTS. EC2.0 NOTES SHEET N VICINITY MAP •• RETAIN A COPY OF THE ESCP AND ALL REVISIONS ON SITE AND MAKE IT AVAILABLE ON EC3.0 EXISTING CONDITIONS AND DEMOLITION PLAN PERMITTEES SITE INSPECTOR: REQUEST TO DEQ, AGENT, OR THE LOCAL MUNICIPALITY, DURING INACTIVE PERIODS EC .0 NTS INSPECTOR: JEFF HELLINGS, CESCL#061090 OF GREATER THAN SEVEN (7) CONSECUTIVE CALENDAR DAYS, RETAIN THE ESCP AT RUNOFF CONTROL PLAN -o COMPANY/AGENCY: PACIFIC COMMUNITY DESIGN THE CONSTRUCTION SITE OR AT ANOTHER LOCATION EC5.0 SITE IMPROVEMENTS PLAN LU LU PHONE: 503-941-9484 EC6.0 VERTICAL CONSTRUCTION & SITE PROJECT LOCATION: PROPERTY DESCRIPTION: FAX: 503-941-9485 STABILIZATION PLAN LU E-MAIL: jeff@pacific-community.com EC7.0 EROSION AND SEDIMENT CONTROL DETAILS > DESCRIPTION OF EXPERIENCE: EC7.1 O EAST OF THE INTERSECTION OF SW MURDOCK ST TAX LOT 2700, TAX MAP 2S111CB, LOCATED IN A CONSTRUCTION SITE EROSION AND POLLUTION CONTROL LEAD (CESCL). EROSION AND SEDIMENT CONTROL DETAILS AND SW 103RD AVE, TIGARD, WASHINGTON TOWNSHIP 2 SOUTH, RANGE 1 WEST, WILLAMETTE o COUNTY, OREGON. MERIDIAN, TIGARD, WASHINGTON COUNTY, OREGON. CESCL CERTIFIED SINCE 2014. L(.--2 LATITUDE = 45° 25' 19" LONGITUDE = -122° 46' 34" 0 o o RATIONALE STATEMENT: 1200C PLAN GENERAL NOTE: U A COMPREHENSIVE LIST OF AVAILABLE BEST MANAGEMENT PRACTICES (BMP) OPTIONS BASED ON DEQ's GUIDANCE MANUAL HAS o o ATTENTION EXCAVATORS: BEEN REVIEWED TO COMPLETE THIS EROSION AND SEDIMENT CONTROL PLAN. SOME OF THE ABOVE LISTED BMP's WERE NOT PRIOR TO ANY LAND DISTURBING ACTIVITIES, ALL PRE-CONSTRUCTION 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 EC MEASURES SHALL BE IN PLACE PER THE APPROVED EROSION a-) OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. CONTROL PLAN. a� THOSE RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0090. YOU MAY OBTAIN COPIES THE SITE, AND OTHER RELATED CONDITIONS, AS THE PROJECT PROGRESSES AND THERE ISA NEED TO REVISE THE ESC PLAN, AN i OF THESE RULES FROM THE CENTER BY CALLING 503-232-1987. IF YOU HAVE ANY QUESTIONS ABOUT THE ACTION PLAN WILL BE SUBMITTED. .5 RULES, YOU MAY CONTACT THE CENTER. YOU MUST NOTIFY THE CENTER AT LEAST TWO BUSINESS DAYS, JA U BEFORE COMMENCING AN EXCAVATION. CALL 503-246-6699. INITIAL: o DATE: 10/20/2022 . 3 REVISIONS: DESIGNED BY: JMH 12.�12I22 EROSION AND SEDIMENT DRAWN BY: BPSDPROFF EAST BUTTE 0 Fif it) 5��,�GINF / JOB NUMBER o CHECKED BY: JMH & F, Fp 130 009 CONTROL o 411 54703 o \\ PREPARED FOR: DAVID WEEKLEY HOMES OREGON SHEET co COVER SHEET �� 1905 NE 169TH PLACE, #102 G� WASHINGTON COUNTY OREGON .g_ PACIFIC COMMUNITY DESIGN BEAVERTON, OR 97006 ���4/NM N��� E C 1 . 0 2 TAX LOT: 02700 TAX MAP: 2S111CB RENEWS: 6/30/2023 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: 5. STOCKPILED SOIL OR STRIPPINGS SHALL BE PLACED IN A STABLE LOCATION AND CONFIGURATION. DURING "WET WEATHER" PERIODS, STOCKPILES SHALL BE COVERED WITH PLASTIC SHEETING OR STRAW MULCH. SEDIMENT FENCE IS 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 REQUIRED AROUND THE PERIMETER OF THE STOCKPILE. NATURAL BUFFER EXISTS WITHIN 50 FEET OF THE WATER OF THE STATE, THE ESCP MUST DELINEATE AND PROTECT 25. USE BMPS TO PREVENT OR MINIMIZE STORMWATER EXPOSURE TO POLLUTANTS FROM SPILLS; VEHICLE AND 6. EXPOSED CUT OR FILL AREAS SHALL BE STABILIZED THROUGH THE USE OF TEMPORARY SEEDING AND MULCHING, EQUIPMENT FUELING, MAINTENANCE, AND STORAGE; OTHER CLEANING AND MAINTENANCE ACTIVITIES; AND WASTE DATE: 10/28/2022 THIS AREA WITH ORANGE FENCING OR FLAGGING (OR EQUIVALENT MEANS-SECTION 2.2.1.6) AND MAINTAIN EXISTING HANDLING ACTIVITIES. THESE POLLUTANTS INCLUDE FUEL, HYDRAULIC FLUID, AND OTHER OILS FROM VEHICLES AND EROSION CONTROL BLANKETS OR MATS, MID SLOPE SEDIMENT FENCES OR WATTLES, OR OTHER APPROPRIATE PROJECT NAME: EAST BUTTE BUFFER UNTIL COMPLETION OF PROJECT. ALL DISCHARGE MUST BE FILTERED PRIOR TO ENTERING THE NATURAL MACHINERY, AS WELL AS DEBRIS, FERTILIZER, PESTICIDES AND HERBICIDES, PAINTS, SOLVENTS, CURING COMPOUNDS MEASURES. SLOPES EXCEEDING 25% MAY REQUIRE ADDITIONAL EROSION CONTROL MEASURES. ESCP PREPARED BY: JAKI HUNT, P.E. BUFFER TO AVOID SEDIMENT BUILD UP. IF SCOUR IS AN ISSUE, AN ENERGY DISSIPATER MAY NEED TO BE INSTALLED. 7. AREAS SUBJECT TO WIND EROSION SHALL USE APPROPRIATE DUST CONTROL MEASURES INCLUDING THE APPLICATION AND ADHESIVES FROM CONSTRUCTION OPERATIONS. (SECTIONS 2.2.15 AND 2.3) OF A FINE SPRAY OF WATER, PLASTIC SHEETING, STRAW MULCHING, OR OTHER APPROVED MEASURES. COMPANY NAME: PACIFIC COMMUNITY DESIGN 26. PROVIDE PLANS FOR SEDIMENTATION BASINS THAT HAVE BEEN DESIGNED PER SECTION 2.2.17 AND STAMPED BY AN EMAIL ADDRESS: JAKI@PACIFIC-COMMUNITY.COM NATURAL BUFFER MEANS, FOR THE PURPOSES OF THIS PERMIT, AN AREA OF UNDISTURBED NATURAL VEGETATION, 8. CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE EXPOSED ROCK, AND BARREN GROUND THAT EXISTED PRIOR TO COMMENCEMENT OF EARTH-DISTURBING ACTIVITIES. OREGON PROFESSIONAL ENGINEER. (SEE SECTION 2.2.17.A) DURATION OF THE PROJECT. ADDITIONAL MEASURES INCLUDING, BUT NOT LIMITED TO, TIRE WASHES, STREET 27. IF ENGINEERED SOILS ARE USED ON SITE, A SEDIMENTATION BASIN/IMPOUNDMENT MUST BE INSTALLED. (SEE SWEEPING, AND VACUUMING MAY BE BE REQUIRED TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE 2. OREGON PROFESSIONAL CERTIFICATION INFORMATION SECTIONS 2.2.17 AND 2.2.18) B. IF PROJECT WILL REDUCE NATURAL BUFFER ZONE UNDER 50 FEET OF WATERS OF THE STATE, THE ESCP MUST DURATION OF THE PROJECT. IS YOUR EROSION AND SEDIMENT CONTROL PLAN (ESCP) FOR AN ACTIVITY THAT COVERS 20 ACRES OR MORE OF 28. PROVIDE A DEWATERING PLAN FOR ACCUMULATED WATER FROM PRECIPITATION AND UNCONTAMINATED INCLUDE ONE OR MORE OF THE FOLLOWING BMPS TO CONTROL AND TREAT SEDIMENT AND TURBIDITY PER THE 9. ACTIVE INLETS TO STORM WATER SYSTEMS SHALL BE PROTECTED THROUGH THE USE OF APPROVED INLET REQUIREMENTS OF APPENDIX B. LIST THE BMP(S) TO BE IMPLEMENTED IN THE NATURAL BUFFER ZONE BELOW: GROUNDWATER SEEPAGE DUE TO SHALLOW EXCAVATION ACTIVITIES. (SEE SECTION 2.4) PROTECTION MEASURES. ALL INLET PROTECTION MEASURES ARE TO BE REGULARLY INSPECTED AND MAINTAINED AS DISTURBED LAND (SECTION 4.1)? 29. IMPLEMENT THE FOLLOWING BMPS WHEN APPLICABLE: WRITTEN SPILL PREVENTION AND RESPONSE PROCEDURES, NEEDED. C. THE NATURAL BUFFER ZONE REQUIREMENTS DO NOT APPLY IF (SEE APPENDIX 6.1.2): EMPLOYEE TRAINING ON SPILL PREVENTION AND PROPER DISPOSAL PROCEDURES, SPILL KITS IN ALL VEHICLES, 10. SATURATED MATERIALS THAT ARE HAULED OFF-SITE MUST BE TRANSPORTED IN WATER-TIGHT TRUCKS TO ELIMINATE YES REGULAR MAINTENANCE SCHEDULE FOR VEHICLES AND MACHINERY, MATERIAL DELIVERY AND STORAGE CONTROLS, I. NO NATURAL BUFFER EXISTS DUE TO PREEXISTING DEVELOPMENT DISTURBANCES THAT OCCURRED PRIOR TO SPILLAGE OF SEDIMENT AND SEDIMENT-LADEN WATER. TRAINING AND SIGNAGE, AND COVERED STORAGE AREAS FOR WASTE AND SUPPLIES. (SECTION 2.3) DOES YOUR EROSION AND SEDIMENT CONTROL PLAN REQUIRE ENGINEERED FACILITIES SUCH AS SETTLING BASINS THE INITIATION OF PLANNING FOR THE CURRENT PROJECT; OR 11. AN AREA SHALL BE PROVIDED FOR THE WASHING OUT OF CONCRETE TRUCKS IN A LOCATION THAT DOES NOT II. THERE IS NO DISCHARGE OF SR THE CURRENT R TO THE WATER OF THE STATE THROUGH THE AREA BETWEEN 30. USE WATER, SOIL-BINDING AGENT OR OTHER DUST CONTROL TECHNIQUE AS NEEDED TO AVOID WIND-BLOWN SOIL. PROVIDE RUN-OFF THAT CAN ENTER THE STORM WATER SYSTEM. IF THE CONCRETE WASH-OUT AREA CAN NOT BE AND/OR DIVERSION STRUCTURES (SECTIONS 2.2.17 AND 2.2.18)? (SECTION 2.2.9) 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 CONSTRUCTED GREATER THAN 50' FROM ANY DISCHARGE POINT, SECONDARY MEASURES SUCH AS BERMS OR NO 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 TEMPORARY SETTLING PITS MAY BE REQUIRED. THE WASH-OUT SHALL BE LOCATED WITHIN SIX FEET OF TRUCK CONTROL MEASURES, SUCH AS A BERM OR OTHER BARRIER, THAT WILL PREVENT SUCH DISCHARGES; OR ACCESS AND BE CLEANED WHEN IT REACHES 50% OF THE CAPACITY. 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) 12. SWEEPINGS FROM EXPOSED AGGREGATE CONCRETE SHALL NOT BE TRANSFERRED TO THE STORM WATER SYSTEM. IF YOU ANSWERED "YES" TO QUESTION #1, THE ESCP MUST BE PREPARED AND STAMPED BY AN OREGON REGISTERED32. IF AN ACTIVE TREATMENT SYSTEM (FOR EXAMPLE, ELECTRO-COAGULATION, FLOCCULATION, FILTRATION, ETC.) FOR PROFESSIONAL ENGINEER, OREGON REGISTERED LANDSCAPE ARCHITECT, OREGON CERTIFIED ENGINEERING BOAT RAMP, OR TRAIL). SEDIMENT OR OTHER POLLUTANT REMOVAL IS EMPLOYED, SUBMIT AN OPERATION AND MAINTENANCE PLAN SWEEPINGS SHALL BE PICKED UP AND DISPOSED IN THE TRASH. GEOLOGIST, OR CERTIFIED PROFESSIONAL IN EROSION AND SEDIMENT CONTROL (SOIL AND WATER CONSERVATION 13. AVOID PAVING IN WET WEATHER WHEN PAVING CHEMICALS CAN RUN-OFF INTO THE STORM WATER SYSTEM. (INCLUDING SYSTEM SCHEMATIC, LOCATION OF SYSTEM, LOCATION OF INLET, LOCATION OF DISCHARGE, DISCHARGE 14. USE BMPS SUCH AS CHECK-DAMS, BERMS, AND INLET PROTECTION TO PREVENT RUN-OFF FROM REACHING DISCHARGE SOCIETY). IF YOU ANSWERED "YES" TO QUESTION #2, THE ESCP MUST BE PREPARED AND STAMPED BY AN OREGON BMP RATIONALE DISPERSION DEVICE DESIGN, AND A SAMPLING PLAN AND FREQUENCY) BEFORE OPERATING THE TREATMENT SYSTEM. REGISTERED PROFESSIONAL ENGINEER. OBTAIN ENVIRONMENTAL MANAGEMENT PLAN APPROVAL FROM DEQ BEFORE OPERATING THE TREATMENT SYSTEM. 15. COVER OVER CATCH BASINS, MANHOLES, AND OTHER DISCHARGE POINTS WHEN APPLYING SEAL COAT, TACK COAT, ETC. TO OPERATE AND MAINTAIN THE TREATMENT SYSTEM ACCORDING TO MANUFACTURER'S SPECIFICATIONS. (SECTION 3. INSPECTOR QUALIFICATION INFORMATION NOT APPLICABLE PREVENT INTRODUCING THESE MATERIALS TO THE STORM WATER SYSTEM. 1.2.9) 33. TEMPORARILY STABILIZE SOILS AT THE END OF THE SHIFT BEFORE HOLIDAYS AND WEEKENDS, IF NEEDED. THE PROVIDE THE FOLLOWING INFORMATION ON THE VISUAL MONITORING INSPECTOR. THIS IS A PERSON THAT WORKS REGISTRANT IS RESPONSIBLE FOR ENSURING THAT SOILS ARE STABLE DURING RAIN EVENTS AT ALL TIMES OF THE EROSION AND SEDIMENT CONTROL BMP IMPLEMENTATION: FOR THE APPLICANT AND NOT A GOVERNMENT EMPLOYEE. UPON DESIGNATING THE INSPECTOR(S), SUBMIT TO DEQ YEAR. (SECTION 2.2) OR AGENT THEIR NAME(S), AND CONTACT INFORMATION. ALL DESIGNATED VISUAL MONITORING INSPECTORS MUST 34. AS NEEDED BASED ON WEATHER CONDITIONS, AT THE END OF EACH WORKDAY SOIL STOCKPILES MUST BE STABILIZED 1. ALL BASE ESC MEASURES (INLET PROTECTION, PERIMETER SEDIMENT CONTROL, GRAVEL CONSTRUCTION ENTRANCES, BE QUALIFIED THROUGH CERTIFICATION IN EROSION AND SEDIMENT CONTROL. (NPDES 1200-C PERMIT SECTION 6.1). • OR COVERED, OR OTHER BMPS MUST BE IMPLEMENTED TO PREVENT DISCHARGES TO SURFACE WATERS OR ETC.) MUST BE IN PLACE, FUNCTIONAL, AND APPROVED IN AN INITIAL INSPECTION, PRIOR TO COMMENCEMENT OF CONVEYANCE SYSTEMS LEADING TO SURFACE WATERS. (SECTION 2.2.8) CONSTRUCTION ACTIVITIES. DEQ APPROVED CERTIFICATION (SECTION 6.1.1-5): 35. SEDIMENT FENCE: REMOVE TRAPPED SEDIMENT BEFORE IT REACHES ONE THIRD OF THE ABOVE GROUND FENCE 2. ALL "SEDIMENT BARRIERS (TO BE INSTALLED AFTER GRADING)" SHALL BE INSTALLED IMMEDIATELY FOLLOWING A: CERTIFIED PROFESSIONAL IN EROSION AND SEDIMENT CONTROL (CPESC) HEIGHT AND BEFORE FENCE REMOVAL. (SECTION 2.1.5.6) ESTABLISHMENT OF FINISHED GRADE AS SHOWN ON THESE PLANS. B: CERTIFIED PROFESSIONAL IN STORM WATER QUALITY (CPSWQ) 36. OTHER SEDIMENT BARRIERS (SUCH AS BIOBAGS): REMOVE SEDIMENT BEFORE IT REACHES TWO INCHES DEPTH ABOVE 3. LONG TERM SLOPE STABILIZATION MEASURES "INCLUDING MATTING" SHALL BE IN PLACE OVER ALL EXPOSED SOILS AND C: CERTIFIED INSPECTOR OF SEDIMENT AND EROSION CONTROL (CISEC) GROUND HEIGHT AND BEFORE BMP REMOVAL. (SECTION 2.1.5.C) IMMEDIATELY AFTER GRADING IS COMPLETE. D: WASHINGTON DEPARTMENT OF ECOLOGY'S CERTIFIED EROSION AND SEDIMENT CONTROL LEAD (CESCL) 37. CATCH BASINS: CLEAN BEFORE RETENTION CAPACITY HAS BEEN REDUCED BY FIFTY PERCENT. SEDIMENT BASINS AND 4. THE STORM WATER FACILITY SHALL BE CONSTRUCTED AND LANDSCAPED PRIOR TO THE STORM WATER SYSTEM CERTIFICATION 8. ARE ENGINEERED SOILS TO BE USED ON SITE? (SEE SECTION 2.2.18) SEDIMENT TRAPS: REMOVE TRAPPED SEDIMENTS BEFORE DESIGN CAPACITY HAS BEEN REDUCED BY FIFTY PERCENT E: ROGUE VALLEY SEWER SERVICES EROSION AND SEDIMENT CONTROL CERTIFICATION NO AND AT COMPLETION OF PROJECT. (SECTION 2.1.5.D) FUNCTIONING AND SITE PAVING. 5. INLET PROTECTION SHALL BE IN-PLACE IMMEDIATELY FOLLOWING PAVING ACTIVITIES. 38. WITHIN 24 HOURS, SIGNIFICANT SEDIMENT THAT HAS LEFT THE CONSTRUCTION SITE, MUST BE REMEDIATED. CERTIFIED VISUAL MONITORING INSPECTOR INVESTIGATE THE CAUSE OF THE SEDIMENT RELEASE AND IMPLEMENT STEPS TO PREVENT A RECURRENCE OF THE NAME: JEFF HELLINGS EROSION AND SEDIMENT CONTROL PLAN STANDARD NOTES: DISCHARGE WITHIN THE SAME 24 HOURS. ANY IN-STREAM CLEAN-UP OF SEDIMENT SHALL BE PERFORMED ACCORDING AUTHORIZED NON-STORMWATER DISCHARGES THAT WILL ADDRESS: 12564 SW MAIN ST. TIGARD, OR 97223 TO THE OREGON DEPARTMENT OF STATE LANDS REQUIRED TIMEFRAME. (SECTION 2.2.19.A) TELEPHONE: 503-941-9484 39. THE INTENTIONAL WASHING OF SEDIMENT INTO STORM SEWERS OR DRAINAGE WAYS MUST NOT OCCUR. VACUUMING OR MAY OCCUR: EMAIL: JEFF®PACIFIC-COMMUNITY.COM 1. INCLUDE A LIST OF ALL PERSONNEL (BY NAME AND POSITION) THAT ARE RESPONSIBLE FOR THE DESIGN, OR DRY SWEEPING AND MATERIAL PICKUP MUST BE USED TO CLEANUP RELEASED SEDIMENTS. (SECTION 2.2.19) CERTIFICATION PROGRAM AND NUMBER: CESCL#061090 INSTALLATION AND MAINTENANCE OF STORMWATER CONTROL MEASURES (E.G., ESCP DEVELOPER, BMP INSTALLER 40. DOCUMENT ANY PORTION(S) OF THE SITE WHERE LAND DISTURBING ACTIVITIES HAVE PERMANENTLY CEASED OR WILL THE FOLLOWING NON-STORMWATER DISCHARGES FROM CONSTRUCTION ARE AUTHORIZED IF THE TERMS AND CONDITIONS EXPIRATION DATE: 02/18/2024 (SEE SECTION 4.10), AS WELL AS THEIR INDIVIDUAL RESPONSIBILITIES. (SECTION 4.4.C.II) BE TEMPORARILY INACTIVE FOR 14 OR MORE CALENDAR DAYS. (SECTION 6.5.F.) OF THIS PERMIT ARE MET, ALL NECESSARY CONTROLS ARE IMPLEMENTED TO MINIMIZE SEDIMENT TRANSPORT, THE 2. VISUAL MONITORING INSPECTION REPORTS MUST BE MADE IN ACCORDANCE WITH DEQ 1200-C PERMIT REQUIREMENTS. 41. PROVIDE TEMPORARY STABILIZATION FOR THAT PORTION OF THE SITE WHERE CONSTRUCTION ACTIVITIES CEASE FOR DISCHARGE IS NOT A SIGNIFICANT SOURCE OF POLLUTANTS AND NOT CONTAMINATED, AND THE DISCHARGE IS NOT 4. ENVIRONMENTAL MANAGEMENT PLAN (SECTION 6.5) 14 DAYS OR MORE WITH A COVERING OF BLOWN STRAW AND A TACKIFIER, LOOSE STRAW, OR AN ADEQUATE PROHIBITED BY LOCAL ORDINANCE: 3. INSPECTION LOGS MUST BE KEPT IN ACCORDANCE WITH DEQ'S 1200-C PERMIT REQUIREMENTS. (SECTION 6.5.Q) COVERING OF COMPOST MULCH UNTIL WORK RESUMES ON THAT PORTION OF THE SITE. (SECTION 2.2.20) A. WATER AND ASSOCIATED DISCHARGES FROM EMERGENCY FIREFIGHTING ACTIVITIES; WILL CONTAMINATED SOILS, CONTAMINATED GROUNDWATER, OR HAZARDOUS MATERIALS BE OR HAVE THE 4. RETAIN A COPY OF THE ESCP AND ALL REVISIONS ON SITE AND MAKE IT AVAILABLE ON REQUEST TO DEQ, AGENT, OR 42. DO NOT REMOVE TEMPORARY SEDIMENT CONTROL PRACTICES UNTIL PERMANENT VEGETATION OR OTHER COVER OF B. FIRE HYDRANT FLUSHING; POTENTIAL TO BE ENCOUNTERED DURING CONSTRUCTION ACTIVITIES? THE LOCAL MUNICIPALITY. (SECTION 4.7) EXPOSED AREAS IS ESTABLISHED. ONCE CONSTRUCTION IS COMPLETE AND THE SITE IS STABILIZED, ALL TEMPORARY C. PROPERLY MANAGED LANDSCAPE IRRIGATION; 5. THE PERMIT REGISTRANT MUST IMPLEMENT THE ESCP. FAILURE TO IMPLEMENT ANY OF THE CONTROL MEASURES OR EROSION CONTROLS AND RETAINED SOILS MUST BE REMOVED AND DISPOSED OF PROPERLY, UNLESS NEEDED FOR LONG D. WATER USED TO WASH EQUIPMENT AND VEHICLES (EXCLUDING THE ENGINE, UNDERCARRIAGE, AND WHEELS/TIRES) NO PRACTICES DESCRIBED IN THE ESCP IS A VIOLATION OF THE PERMIT. (SECTIONS 4 AND 4.11) TERM USE FOLLOWING TERMINATION OF PERMIT COVERAGE. (SECTION 2.2.21) PROVIDED THERE IS NO DISCHARGE OF SOAPS, SOLVENTS, OR DETERGENTS USED; 6. THE ESCP MUST BE ACCURATE AND REFLECT SITE CONDITIONS. (SECTION 4.8) E. WATER USED TO CONTROL DUST; IS AN ACTIVE TREATMENT SYSTEM (E.G. ELECTRO COAGULATION, FLOCCULANTS, FILTRATION, POLYMERS, LOCAL AGENCY-SPECIFIC EROSION CONTROL NOTES: F. POTABLE WATER INCLUDING UNCONTAMINATED WATER LINE FLUSHINGS; HYDROCHLORIC OR SULFURIC ACID) FOR SEDIMENT, pH NEUTRALIZATION, OR OTHER POLLUTANT REMOVAL PLANNED 7. SUBMISSION OF ALL ESCP REVISIONS IS NOT REQUIRED. SUBMITTAL OF THE ESCP REVISIONS IS ONLY UNDER SPECIFIC G. EXTERNAL BUILDING WASHDOWN, PROVIDED SOAPS, SOLVENTS, AND DETERGENTS ARE NOT USED, AND EXTERNAL C OR TO BE IMPLEMENTED AT THE PROJECT SITE? CONDITIONS. SUBMIT ALL NECESSARY REVISION TO DEQ OR AGENT WITHIN 10 DAYS. (SECTION 4.9) SURFACES DO NOT CONTAIN HAZARDOUS SUBSTANCES; 8. SEQUENCE CLEARING AND GRADING TO THE MAXIMUM EXTENT PRACTICAL TO PREVENT EXPOSED INACTIVE AREAS 1. IF VEGETATIVE SEED MIXES ARE SPECIFIED, SEEDING MUST TAKE PLACE NO LATER THAN SEPTEMBER 1; AND HPAVEMENT WASH WATERS, PROVIDED SPILLS OR LEAKS OF TOXIC OR HAZARDOUS HAVE NOT OCCURRED (UNLESS ALL NO FROM BECOMING A SOURCE OF EROSION. (SECTION 2.2.2) PERCENTAGES OF SEED IN THE MIX MUST BE IDENTIFIED ON THE PLANS. SPILL MATERIAL HAS BEEN REMOVED) AND WHERE SOAPS, SOLVENTS, AND DETERGENTS ARE NOT USED. DIRECTING. E 2. ALL PUMPING OF SEDIMENT LADEN WATER SHALL BE DISCHARGED OVER AN UNDISTURBED, PREFERABLY VEGETATED PAVEMENT WASH WATERS INTO ANY SURFACE WATER, STORM DRAIN INLET, OR STORMWATER CONVEYANCE IS Lo 9. CREATE SMOOTH SURFACES BETWEEN SOIL SURFACE AND EROSION AND SEDIMENT CONTROLS TO PREVENT v 5. NARRATIVE SITE DESCRIPTION STORMWATER FROM BYPASSING CONTROLS AND PONDING. (SECTION 2.2.3) AREA, AND THROUGH A SEDIMENT CONTROL BMP I.E. (FILTER BAG) PROHIBITED, UNLESS THE CONVEYANCE IS CONNECTED TO A SEDIMENT BASIN, SEDIMENT TRAP, OR SIMILARLY o 3. ALL EXPOSED SOILS MUST BE COVERED DURING THE WET WEATHER PERIOD, OCTOBER 01 - MAY 31. 10. IDENTIFY, MARK, AND PROTECT (BY CONSTRUCTION FENCING OR OTHER MEANS) CRITICAL RIPARIAN AREAS ANDEFFECTIVE CONTROL FOR THE POLLUTANTS PRESENT; C•1 A. DESCRIBE THE NATURE OF THE CONSTRUCTION ACTIVITY AND THE FINAL USE OF THE SITE, THAT IS, WHAT WILL VEGETATION INCLUDING IMPORTANT TREES AND ASSOCIATED ROOTING ZONES, AND VEGETATION AREAS TO BE I. UNCONTAMINATED AIR CONDITIONING OR COMPRESSOR CONDENSATE; o THE SITE BE USED FOR AT THE COMPLETION OF THE CONSTRUCTION. (SECTION 4.4.E): PRE-CONSTRUCTION, CLEARING AND DEMOLITION NOTES: CN PRESERVED. IDENTIFY VEGETATIVE BUFFER ZONES BETWEEN THE SITE AND SENSITIVE AREAS (E.G., WETLANDS), AND J. UNCONTAMINATED, NON-TURBID DISCHARGES OF GROUNDWATER OR SPRING WATER; OTHER AREAS TO BE PRESERVED, ESPECIALLY IN PERIMETER AREAS. (SECTION 2.2.1) K. FOUNDATION OR FOOTING DRAINS WHERE FLOWS ARE NOT CONTAMINATED WITH PROCESS MATERIALS SUCH AS N EAST BUTTE INCLUDES PUBLIC INFRASTRUCTURE FOR 12 RESIDENTIAL UNITS AND A WATER QUALITY FACILITY TRACT. 1. ALL BASE ESC MEASURES (INLET PROTECTION, PERIMETER SEDIMENT CONTROL, GRAVEL CONSTRUCTION ENTRANCES, SOLVENTS OR CONTAMINATED GROUNDWATER; AND > CONSTRUCTION TO INCLUDE STREET PAVING, STORM DRAIN, SANITARY, AND WATER UTILITIES. 11. PRESERVE EXISTING VEGETATION WHEN PRACTICAL AND RE VEGETATE OPEN AREAS. RE VEGETATE OPEN AREAS z WHEN PRACTICABLE BEFORE AND AFTER GRADING OR CONSTRUCTION. IDENTIFY THE TYPE OF VEGETATIVE SEED MIX ETC.) MUST BE IN PLACE, FUNCTIONAL, AND APPROVED IN AN INITIAL INSPECTION, PRIOR TO COMMENCEMENT OF L. CONSTRUCTION DEWATERING ACTIVITIES (INCLUDING GROUNDWATER DEWATERING AND WELL DRILLING DISCHARGE 1- B. DESCRIBE THE ORIGIN AND NATURE OF FILL MATERIAL TO BE USED AND SOILS PRIOR TO DISTURBANCE. (SECTION USED. (SECTION 2.2.5) CONSTRUCTION ACTIVITIES. ASSOCIATED WITH THE REGISTERED CONSTRUCTION ACTIVITY), PROVIDE THAT: ,'; 2. SEDIMENT BARRIERS APPROVED FOR USE INCLUDE SEDIMENT FENCE, BERMS CONSTRUCTED OUT OF MULCH, CHIPPINGS, a) THE WATER IS LAND APPLIED IN A WAY THAT RESULTS IN COMPLETE INFILTRATION WITH NO POTENTIAL TO 4.4.E.IX): 12. MAINTAIN AND DELINEATE ANY EXISTING NATURAL BUFFER WITHIN THE 50 FEET OF WATERS OF THE STATE. OR OTHER SUITABLE MATERIAL, STRAW WATTLES, OR OTHER APPROVED MATERIALS. DISCHARGE TO A SURFACE WATER OF THE STATE, OR THE USE OF A SANITARY OR COMBINED SEWER DISCHARGE (SECTION 2.2.4) , 3. SENSITIVE RESOURCES INCLUDING, BUT NOT LIMITED TO, TREES, WETLANDS, AND RIPARIAN PROTECTION AREAS SHALL IS AUTHORIZED WITH LOCAL SEWER DISTRICT APPROVAL; OR LU ALL FILL MATERIAL SHALL BE NATIVE SOIL OR SHALL BE IMPORTED FROM AN OFF-SITE SOURCE AS APPROVED BY THE 13. INSTALL PERIMETER SEDIMENT CONTROL, INCLUDING STORM DRAIN INLET PROTECTION AS WELL AS ALL SEDIMENT BE CLEARLY DELINEATED WITH ORANGE CONSTRUCTION FENCING OR CHAIN LINK FENCING IN A MANNER THAT IS b) BEST MANAGEMENT PRACTICES AND A TREATMENT SYSTEM APPROVED BY DEQ OR AGENT (SEE SECTION GEOTECHNICAL ENGINEER. BASINS, TRAPS, AND BARRIERS PRIOR TO LAND DISTURBANCE. (SECTIONS 2.1.3) CLEARLY VISIBLE TO ANYONE IN THE AREA. NO ACTIVITIES ARE PERMITTED TO OCCUR BEYOND THE CONSTRUCTION 1.2.9) ARE USED TO ENSURE COMPLIANCE WITH DISCHARGE AND WATER QUALITY REQUIREMENTS IN SECTION 2.4. 0 14. CONTROL BOTH PEAK FLOW RATES AND TOTAL STORMWATER VOLUME, TO MINIMIZE EROSION AT OUTLETS AND BARRIER. U 6. NATURAL BUFFER ZONE REQUIREMENTS FOR TMDL AND 303(D) LISTED WATERBODIES (SECTION 2.2.4.C) (SKIP IF NOT DOWNSTREAM CHANNELS AND STREAMBANKS. (SECTIONS 2.1.1 AND 2.2.16) 4. CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE w APPLICABLE). 15. CONTROL SEDIMENT AS NEEDED ALONG THE SITE PERIMETER AND AT ALL OPERATIONAL INTERNAL STORM DRAIN DURATION OF THE PROJECT. ADDITIONAL MEASURES INCLUDING, BUT NOT LIMITED TO, STREET SWEEPING, AND rn o o 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 VACUUMING, MAY BE REQUIRED TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE o 2.2.13) PROJECT. IS LISTED FOR TURBIDITY OR SEDIMENTATION OR THAT HAS AN ESTABLISHED TOTAL MAXIMUM DAILY LOAD (TMDL) 16. ESTABLISH CONCRETE TRUCK AND OTHER CONCRETE EQUIPMENT WASHOUT AREAS BEFORE BEGINNING CONCRETE 5. RUN-ON AND RUN-OFF CONTROLS SHALL BE IN PLACE AND FUNCTIONING PRIOR TO BEGINNING SUBSTANTIAL FOR SEDIMENTATION OR TURBIDITY FROM THE CONSTRUCTION SITE, THEN THE BUFFER WIDTH LISTED BELOW MUST CONSTRUCTION ACTIVITIES. RUN-ON AND RUN-OFF CONTROL MEASURES INCLUDE: SLOPE DRAINS (WITH OUTLET L1J BE IMPLEMENTED. WHEN THE DISCHARGE ENTERS AN IMPAIRED WATERSHED UNIT, THE LISTING WILL ONLY BE WORK. (SECTION 2.2.14) N APPLIED IF THERE IS A HYDROLOGIC CONNECTION BETWEEN THE RECEIVING WATER AND ASSESSMENT WATER BODY 17. APPLY TEMPORARY AND/OR PERMANENT SOIL STABILIZATION MEASURES IMMEDIATELY ON ALL DISTURBED AREAS AS PROTECTION), CHECK DAMS, SURFACE ROUGHENING, AND BANK STABILIZATION. 0) CAUSING THE IMPAIRMENT. THE REGISTRANT MUST MAINTAIN ESTABLISHED VEGETATED BUFFERS THAT ARE SIZED AT GRADING PROGRESSES. TEMPORARY OR PERMANENT STABILIZATIONS MEASURES ARE NOT REQUIRED FOR AREAS 3 50 FEET (HORIZONTALLY) PLUS AN ADDITIONAL 25 FEET (HORIZONTALLY) PER FIVE DEGREES OF SLOPE, OR PROPOSE THAT ARE INTENDED TO BE LEFT UNVEGETATED, SUCH AS DIRT ACCESS ROADS OR UTILITY POLE PADS. (SECTIONS GRADING, STREET AND UTILITY EROSION AND SEDIMENT Lu CONTROL MEASURES OF EQUAL EFFECTIVENESS TO DEQ OR AGENT FOR APPROVAL, AND PROVIDE RATIONALE FOR 2.2.20 AND 2.2.21) CONSTRUCTION NOTES: = CHOOSING THE SELECTED BMPS. 18. ESTABLISH MATERIAL AND WASTE STORAGE AREAS, AND OTHER NON-STORMWATER CONTROLS. (SECTION 2.3.7) up 19. KEEP WASTE CONTAINER LIDS CLOSED WHEN NOT IN USE AND CLOSE LIDS AT THE END OF THE BUSINESS DAY FOR THE REGISTRANT WILL IMPLEMENT THE FOLLOWING BMP(S) TO CONTROL AND TREAT SEDIMENT AND TURBIDITY: THOSE CONTAINERS THAT ARE ACTIVELY USED THROUGHOUT THE DAY. FOR WASTE CONTAINERS THAT DO NOT HAVE 1. SEED USED FOR TEMPORARY OR PERMANENT SEEDING SHALL BE COMPOSED OF ONE OF THE FOLLOWING MIXTURES, O I. ESTABLISHED VEGETATED BUFFERS SIZED AT 50 FEET PERPENDICULAR TO THE SLOPE PLUS AN ADDITIONALz LIDS, PROVIDE EITHER (1) COVER (E.G., A TARP, PLASTIC SHEETING, TEMPORARY ROOF) TO PREVENT EXPOSURE OF UNLESS OTHERWISE AUTHORIZED: 0 25 FEET PERPENDICULAR TO THE SLOPE PER 5 DEGREES OF SLOPE FULL WIDTH OF THE DISTURBED AREA. WASTES TO PRECIPITATION, OR (2) A SIMILARLY EFFECTIVE MEANS DESIGNED TO PREVENT THE DISCHARGE OF A. VEGETATED CORRIDOR AREAS REQUIRE NATIVE SEED MIXES. SEE RESTORATION PLAN FOR APPROPRIATE SEED MIX. U II. OTHER SUBSTANTIALLY EQUIVALENT SEDIMENT OR TURBIDITY ONLY IF APPROVED BY DEQ OR AGENT. POLLUTANTS (E.G., SECONDARY CONTAINMENT). (SECTION 2.3.7) B. DWARF GRASS MIX (MIN. 100 LB./AC.) w 20. PREVENT TRACKING OF SEDIMENT ONTO PUBLIC OR PRIVATE ROADS USING BMPS SUCH AS: CONSTRUCTION 1. DWARF PERENNIAL RYEGRASS (80% BY WEIGHT) 0 2. CREEPING RED FESCUE (20% BY WEIGHT) o ENTRANCE, GRAVELED (OR PAVED) EXITS AND PARKING AREAS, GRAVEL ALL UNPAVED ROADS LOCATED ONSITE, OR C. STANDARD HEIGHT GRASS MIX (MIN. 100 LB./AC.) co USE AN EXIT TIRE WASH. THESE BMPS MUST BE IN PLACE PRIOR TO LAND- DISTURBING ACTIVITIES. (SECTION 2.2.7) 1. ANNUAL RYEGRASS (40% BY WEIGHT) i BMP RATIONALE 21. WHEN TRUCKING SATURATED SOILS FROM THE SITE, EITHER USE WATER-TIGHT TRUCKS OR DRAIN LOADS ON SITE. U 2. TURF-TYPE FESCUE (60% BY WEIGHT) o (SECTION 2.2.7.F) NOT APPLICABLE 2. SLOPE TO RECEIVE TEMPORARY OR PERMANENT SEEDING SHALL HAVE THE SURFACE ROUGHENED BY MEANS OF 22. CONTROL PROHIBITED DISCHARGES FROM LEAVING THE CONSTRUCTION SITE I.E., CONCRETE WASH OUT, TRACK-WALKING OR THE USE OF OTHER APPROVED IMPLEMENTS. SURFACE ROUGHENING IMPROVES SEED BEDDING AND �„ WASTEWATER FROM CLEANOUT OF STUCCO, PAINT AND CURING COMPOUNDS. (SECTIONS 1.5 AND 2.3.9) REDUCES RUN-OFF VELOCITY. 23. ENSURE THAT STEEP SLOPE AREAS WHERE CONSTRUCTION ACTIVITIES ARE NOT OCCURRING ARE NOT DISTURBED. 3. LONG TERM SLOPE STABILIZATION MEASURES SHALL INCLUDE THE ESTABLISHMENT OF PERMANENT VEGETATIVE COVER r (SECTION 2.2.10) VIA SEEDING WITH APPROVED MIX AND APPLICATION RATE. .5 24. PREVENT SOIL COMPACTION IN AREAS WHERE POST-CONSTRUCTION INFILTRATION FACILITIES ARE TO BE INSTALLED. 4. TEMPORARY SLOPE STABILIZATION MEASURES SHALL INCLUDE: COVERING EXPOSED SOIL WITH PLASTIC SHEETING, U (SECTION 2.2.12) STRAW MULCHING, WOOD CHIPS, OR OTHER APPROVED MEASURES. o DATE: 10/20/2022 .3 REVISIONS: DESIGNED BY: JMH 1122_1122_12.2..� JOB NUMBER EROSION AND SEDIMENT DRAWN BY: BPS PROF EAST BUTTE ���`� °I NFF � o CHECKED BY: JMH F, ,Q 130-009 CONTROL 4111 54703 \\ PREPARED FOR: DAVID WEEKLEY HOMESo OREGON SHEET Co NOTES SHEET1905 NE 169TH PLACE, #102 G o iF....---, 0 BEAVERTON, OR 97006 WASHINGTON COUNTY OREGON (- `Y 9 , 2° -` PACIFIC COMMUNITY DESIGN /Q/N M.\'`'' E C2 . 0 a z TAX LOT: 02700 TAX MAP: 2S111CB RENEWS: 6/30/2023 I // �\ / \ ---- ---, 0 / I / At. V I I 1 CA I I C3 1 (r- IN, .L1 -if% I4---- _f--1-#FLN.2- w.:A__-_ )1.14 \ \ \ 3 /\ � � - - - 372 ` -� / _ _� 7- \ - -� �/� \ �/ \ \ ...... 370. EXISTING SHED OWNED 371--� c, nj', // v 0 \ /j EXISTING TREE, \ O 3 EXISTING CHAIN BY ADJACENT OWNER, 1 8 / TO BE REMOVED 1 S 69� TO BE REMOVED OR - — , I, / — —,, N ,\ LINK FENCE, TO RELOCATED 370 / / T _ , ,d._ / I� REMAIN N4,/ I EXISTING CHAIN \ �\ N i _/ / I X LINK FENCE, TO -. N /■\\ \� \\ � 369��/ / _ - 1 REMAIN ��� � \ ■ 11 X X 1 / i I 1N / // I��\■ \\` \\�36 X 368- ��/ EXISTING STORM / -\ ■ 18 , \ XI_ , , , 7 OUTFALL, TO REMAIN • \ 1 x 365... • lb (,) (—7'4 X41-- -\\ ,, ,, \ _-- • I X , , ` --367—� �� /'�7 - / �- `�-�� \ ��6 ,. N — / . � - 1„,., \ N >< — -- ; --- ---.-7;J-- -- __ 7- ' 'IMSw,-,.-•;- ,.� / \\3 X363\\ � . 366-.-- / �� �/ /i' �c/ (�/'1 1 g4�l�,;j/\ o STAGE DESCRIPTION : DI 6z � // I /// J I I 1V 1 - N DEMOLITION PLANINIr EXISTING TREE, — — —365 - ./—// / , '0\ ( )\ EXISTING EXISTING / / /\ : , TO BE REMOVED THIS STAGE OF DEVELOPMENT CONSISTS OF \ BUILDING TO / /I / I 03>s\ , N \ \ CULVERT AND 6 / / / / 1$ :41(1::;/)(1\ PREPARING THE SITE FOR CONSTRUCTION \Iti,' �1 �// ----,---z-„,„\ \ BE REMOVED - - -364 HEADWALLS TO / / /'� I ACTIVITY. PROPOSED BMPS PROTECT EXISTING I -i �3 — �\ /. -viop'4.. - _ BE REMOVED / ,/ I I xUTILITIES, INFRASTRUCTURE, NATURAL v 6vl I\,, \ '•ft• ' _ 363 i / �� ►, I I ` X I`'3�g j RESOURCES, AND ADJACENT PROPERTIES FROM �I-_ \ - °� .-'1 '� °� ;� -__ _- / _►!� I EXISTING CONCRETE , EROSION AND SEDIMENTATION LIKELY TO OCCUR S9 \ • O '•'il' '1 '1 ,1 �� �� �� ����� _ �/� , I I 1 \ �� / / RETAINING WALL \ DURING EXECUTION OF THE CLEARING AND I_ O �, \ \ soli ','01,'.1,'.1,'0 ,'. ,'. ,,. ,,. ,, ,, ,�•,��l� 1:6173....: 362 _ //�/ / / II1 / WITH CHAIN LINK _;,, c0� DEMOLITION PLAN, MASS GRADING PLAN, AND SITE ' I - - - 3s8. ','� 1 • ! , • • •� • HD�•^ AI� �•� s ,�`- ' C �' // / / II1 _ FENCE, TO REMAIN 33• IMPROVEMENT PLANS. EXISTING °I ,1113141 �i,1�=/,_'- �:-1�- �S,� 11,�..1 °/ .1► .1 °.� I j _ EXITING TREES 1C •� ,� �+ 1III” \\ PAVEMENT, TO �-' • •"•'-�' C��.� G �I �� a/ \ EXISTING TREES, v>a TO BE REMOVED BE REMOVED 313131 .1,x.11 - - - _ '�?1 .Iotatp, . , 6 II `� ...Iv TO BE REMOVED j j \ , •le•et fro d ire _ / ��o,�• 14°0- M\ , r `<; 1�� EXISTING FENCE, ' ' ' � ' ' 3� TO REMAIN \ \\ 11`,�.1,`�./,�.��►.1 / � � rr//j -4°40�litz.L.` i M I �►�1�1�/\ �� LEGEND �j \ ��U� TING GRAVEL / // I - - - _ - ;< = l j S> \ \ _ EXISTING 359 / ' 1 M = _ •1► - - - - --- ' 3.5- )t, 356 \ DRIVEWAY, TO - �// i/� I �\ !�1. 1�� ,�►, �, ��� - / 1\k s: - _ + \ �� EXISTING UNDERGROUND UTILITIES j \ \ — _ -- / t /// ��'�N�`� "' .6 \- /I o \ �C I '1 ' 3j1__ X TO REMAIN. UTILITIES TO BE PROTECTED — -324 — EX 1 FT CONTOUR BE REMOVED — �, 1 I .I .I .� \ _ ,,j \ \ 3S6 \ \\ ....,.___N: \ \ /- .35$' — _——• • 1 ,A.•//,,/' X366 \ .36, 368\ ' , \\ , l I DURING CONSTRUCTION. — —320 — - EX 5-FT CONTOUR ' , 0 —_ \ �3S \ _.35-/ / • /� / ► I 1 40,00-.716.2......,_,,..„__, - I i ► 37p�M 324 FG 1-FT CONTOUR ,, j \ \\ 6 % I J 3131313131 T1 'QU pr!k � \ 1 O j 320 FG 5-FT CONTOUR \ •3 _ -.356 1 , , o EXISTING MAILBOXES 4- // _ 0 369_ TO BE RELOCATED/REMOVED — \— N\ \\ sg� \ EXISTING FUTURE // / 0• I 1 \. o GRADING LIMITS / f \ \•3 \ STREET RIGHT-OF-WAY �' / \ I ���► r�\ ` vV - _\-J- / / s3� - - / 355- / // �i I �.:1H.� / 1 - - - - - - / \ rig _ \\ \\ \\ TO BE REMOVED WITH // / � ( ��C���j�1�' , �• `� / \ ,■ \ y �3S \ PLATTING / / %//// /� j I I 1 / + \\`IVi!�\n 1 n - 4 I--36g� \ XX EXTERIOR SEDIMENT FENCE ��I "a�. - �, -354 - / f I EXISTING DITCH I \ / 1��► }, \. 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U USE WATTLES PER DETAIL, SHEET EC7.0. O, o 0 O7 INSTALL CONCRETE TRUCK WASHOUT PER o DETAIL, SHEET EC7.0. BE CAUTIOUS TO i0 U NOT OVERFILL. 0 0 18 INSTALL TREE PROTECTION FENCING PER DETAIL, SHEET EC7.1. ' CD CD SCALE 30 0 15 30 •U 0 1 INCH = 30 FEET DATE: 10/20/2022 .3 REVISIONS: DESIGNED BY: JMH 1I22_12.2 JOB NUMBER EROSION AND SEDIMENT DRAWN BY: BPS PROF EAST BUTTE ���`� °► NFF * O CHECKED BY: JMH F, ,Q 130-009 CONTROL 54703 \\ 0 DAVID WEEKLEY HOMES •' EXISTING CONDITIONS AND PREPARED FOR: c- OREGON SHEET co 1905 NE 169TH PLACE, #102 G o i 214 BEAVERTON, OR 97006 WASHINGTON COUNTY OREGON `Y 9 ,0 , _ DEMOLITION PLAN PACIFIC COMMUNITY DESIGN ���/NM.�'`�� EC3 . 0 2 TAX LOT: 02700 TAX MAP: 2S111CB RENEWS: 6/30/2023 1 I /� �\ /A \ 0 / I \ // ^\ / \ / \ 1 ...„_ „ , \I /\� \ / I tit 1 I I , \ (AAA\ ._ - F � _-;/ -_ . vs 3370 369 - - ,'�. i � - O \ \ � 368 367ox '.. �' I- /- s 366 365 �; - \ LEGEND�\ 364 3 1 �� \ J 1 O r- N ..._:,.11"-::- � 18 / /I I —— —324 — — — EX 1-FT CONTOUR 18 f / siii _368_ — / / \ \ \ \ \ / 37306 -� // - -320 - EX 5-FT CONTOUR 1 \36j. _ - - - - - - - - - - _ x 324 FG 1-FT CONTOUR \ \ ------...'''''.....E 9 / 320 FG 5-FT CONTOUR ` r/ \366 X X / + � � \ � � \ 5b� - x 360 - - _ - - � � / / -___:/:1: � /// I �\ 36$\ -368- - - / \ GRADING LIMITS / � ` _ i - / \ I �- 4 x ��%�,,� 18 © - - - - / / \ / N XX EXTERIOR SEDIMENT FENCE I\ tik, \ \ � 364\ \ \ � \ - � x - 367- � � � � / 1. ; \ \mac INTERIOR WATTLE � �3 \ -63 x - - / / / <71� .II \ \ �: _ CATCH BASIN J _ _ _ _/ Ipl_=h;f 4P 'Nti 36 _ - - 6 /~� 41 `. 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BE CAUTIOUS TO NOT OVERFILL. 0 0 or) "7)U $ PROPOSED CATCH BASIN. PROVIDE EROSION PROTECTION PER DETAIL, SHEET o EC7.1. N } 1$ INSTALL TREE PROTECTION FENCING PER Z SCALE DETAIL, SHEET EC7.1. 30 0 15 30 i •5 O 1 INCH = 30 FEET o DATE: 10/20/2022 i REVISIONS: DESIGNED BY: JMH I 3 EROSION AND SEDIMENT �F ," 2Z�z2 JOB NUMBER 2 DRAWN BY: BPS PR o, CHECKED BY: JMH EAST BUTTE �S���G I NFF � 130'009 o CONTROL 54703 0. o PREPARED FOR: 1905 DAV1 NE 169TH PLACE,HOMESD WEEKLEY #102 • OREGON SHEET SITE IMPROVEMENTS Pie BEAVERTON, OR 97006 WASHINGTON COUNTY OREGON " G`y 9 , 2°° Q PLAN PACIFIC COMMUNITY DESIGN ���/N M•�'`�� E C 5 . 0 Z TAX LOT: 02700 TAX MAP: 2S111CB RENEWS: 6/30/2023 i 1 7 \ TYPICAL ALL LOTS FOR / \ VERTICAL CONSTRUC ION O / i \ "168361 )(7-1\ I 1+� is 1. . . _ ♦A ♦ -� �,���_ �� X37137036 .V. C� !+'�406\ dilL _ 0 \=mow — M1 • + 368 367 __�/ /` Nik •� . �, r �� 366365 \ .` 4. 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In .3 REVISIONS: DESIGNED BY: JMH 1I2z/z2 JOB NUMBER EROSION AND SEDIMENT DRAWN BY: BPS PROF • EAST BUTTE ���`� °► NFF* o CHECKED BY: JMH c F, ,Q 130-009 CONTROL 1,1 54703 0. o DAVID WEEKLEY HOMES ' VERTICAL CONSTRUCTIONI:r.......! PREPARED FOR: OREGON SHEET b 1905 NE 169TH PLACE, #102 G o i •I:1 1 BEAVERTON, OR 97006 WASHINGTON COUNTY OREGON (- `Y 9 , 2° ”` Q & SITE STABILIZATION PLAN PACIFIC COMMUNITY DESIGN ��4/NM.�'`�� EC6 . 0 2 TAX LOT: 02700 TAX MAP: 2S111CB RENEWS: 6/30/2023 FOR FURTHER INFOR7AATIGN FOR FURTHER INr ORMATON FOR FURTHER rMFOFNATION FOR FURTHER INFORMATION LN DESIGN CRITERIA SEE ON DESIGN CRITERIA SEE ON DESIGN CRITERIA SEE ti ON DESIGN CRITERIA SEE CHAPTER 4 OF ( FAN WATER CHAPTER 4 OF CLEAN WATER CHAPTER 4 Cl! CLEAN WATER T CHAPTER 4 OF CLEAN WATER sERVICES EROSION PREVENTION SERVICES EROSEON PREVENTION SERVICES EROSION PREVENTION °r SERVICES EROSION PREVENTION AND SEDIMENT CONTROL AND SEDIMENT CONTROL AND SEDIMENT CONTROL fl. V. AND SEDLMENT CONTROL PLANNING AND DESIGN MANUAL, PLANNING AND DESIGN MANUAL- PLANNING AND DESIGN MANUAL_ ( P Ito . 9` ?LANNENG ANC DESIGN MANUAL- i-, S fLo n h{t4A3 `1+,Vf.F� 52.E ,$_ C.� Y 4 ' 4f� Q yam. a.. • J.;y.�' 1`r..-^ - - .� - IS . WOOD STAKE Oi ••. `7 ' ` p. C' PLACE WATTLES ALONG SLOPE CONTOURS. ..,---Li'•' f ••`t ✓44 .•.,:01,:;:.. �' PROFILEI RADIUS 5' MIN. '�.'.a« I qiy_Cr •,.a r MINIMUM t2' OVERLAP - •a- _ ;•"5:v" \\\\\.ik 4,44;! a' a OF SEAMS F '... fr. i. ti. .�l r l _ SEE NOTE 5 FOR APPROVED ROCK •1 .,eti`pF ,, f j ,- •F• • • •� SEE NOTE NO. 3MitteW � r� '.. .�r. Sl1E3GRAN5E REINFaFtCEMENF t�"` A . ti. ,,gyp ' ' C,EOTE LE. EQU EL} 4 r_ 5 rrrL�: _ Ali«�+# i mi . 1117,1:,,,,...."..--.1.,..1;:r,/f..",_!:177;"?..; S• LAIN- YMEAT STRAWY, RYE =,,3,, xFl AS. R iR ii':.: GRASS STRAW. hx,'-",_fw� .,:,' i:. STAGGER COCONUT OR ' k v 4111EXCELSIOR WA S ,s::'er;'�N ,.;; -„r DEPTH r ,....:...e.:40. 4?' JOENT$ WATTLES :., t.. � ..:::...i A...,4t-,.."4'.. -1.1-• ,_--' .::::,,,,,;(0, ,.-,...w.:.„,. El �M+�.-. �� ®7A • d crzn►+EL.caNsrRucnflN • AI" . • • . -r ., ° • ENTRANCE CURB RAMP 4!IIs ««« _ LT SECTION `� _ PAV+EMENT PLAN VIEW - - - - * - « « « • ,�.•. 5 ,+, ' uu■� ... • • • « + -ii- - - « « , • +i.+ + + r STAKING SPACING Ir ... al' �r « W«•.•.•.•.•. .«. .« .« ++ +� rr rr rrr + + ++ Ut-� 4' O.G. 411111.1111M. ; Aii=nn �� � n � � n lldlldlld[l��:d[lollou�u +li+ 11©IIPIIPIIPIlP11Pfl r..ra&111S11. -.Pow. , • ':. ,r '• ..� r a�� � � � nr n: - nn-�n°n-°�-fin°fin°� . , _, :� .y . k . P ,,y �4 , ' . ....,9:-..- 5" s. OVERLAP MINIMUM 1' NOTES' TYPICAL PLASTIC SHEETING OVERLAPPING 6 MIN- TO PREVENT SCOUR ON JPHILL AROUND CHEC14 DAMS.- a SIDE 1. STAKING 9PECIFlOA11ONS: NOTES: a. 1•X2" WY000EN STAKES P b. AD01R AL STAKES MAY BE INSTALLED ON 1, THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR FLOWING --_ '•4. DOWNHILL SIDE OF WATTLES. ON STEEP SLOPE OR 1�1f OF SEDIMENT ONTO PUBLIC RIGHT-OF-WAYS. THIS MAY REQUIRE TOP DRESSING, REPAIR AND/OR ....?,/.40',:-...(:..: HIGHLY EROSIbE SOILS- CLEAN OUT OF ANY MEASURES USED TO TRAP SEDIMENT, Jf 0 2. SPACING IN ACCORDANCE 'MTH DETAIL 940. 2. WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF- WAY. x �=w' •f., NOTES_ 3. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE '-'--.-''T.1.4. _ '=' ;� _ a 3. REMOVE ALL ROCKS, CLODS, VEGETATION OR THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. OTHER OBSTRUCTIONS SO THAT THE INSTALLED 4. WHERE RUNOFF CONTAINING SEDIMENT LADEN WATER IS LEAVING THE SITE VIA THE CONSTRUCTION r 4 1. y 1. MINIMUM 12" OVERLAP OF ALL SEAMS REQUIRED. WATTLES WILL HAVE DIRECT CONTACT 'MTH THE ENTRANCE, OTHER MEASURES SHALL BE IMPLEMENTED TO DIVERT RUNOFF THROUGH AN APPROVED 2. PERIMETER SEDIMENT CONTROL BMP TO BE INSTALLED A MIINIMUM OF 3' FROM TOE OF PLAN VIEW SOL FILTERING SYSTEM- STOCKPILE. YST M,STOCKPILE. N51UN5 5. pIIfE PROFILE 3. COVERING MAINTAINED TIGHTLY IN PLACE BY USING SANDBAGS OR APPROVED EQUAL ON INSTALL THE WATTLES IN A 2" DEEP TRENCH, SINGLE FAMILY NOTES: ROPES WITH A MAXIMUM 10' GRID SPACING IN ALL DIRECTIONS. INSURING THAT NO GAPS EXIT BETWEEN THE SOIL AND THE BOTTOM OF THE WATTLE. THE 20' LONG BY 20' WIDE B' DEEP OF •'4" MINUS CLEAN ROCK. 4. PLASTIC TO EXTEND MINIMUM I' BEYOND TOE OF SLOPE. 1. STAKING OF BAGS REQUIRED USING 2) I"X2" WOOD STAKES OR APPROVED EQUAL PER BAG_ ENDS OF ADJACENT WATTLES SHALL BE OMMERCIAL151TE REVELOI'MENT 2, SURFACE MUST BE SMOOTH BEFORE APPLICATION. 5- AS APPROPRIATE, E3lfP`S SHALL BE INSTALLED TO CONVEY WATER DISCHARGEFROM aVTRLAI'PED 1 FT- MiNIMUTA TO PREVENT 50' LONG BY 2O' WIDE '3-G" CLEAN ROCK, GOVE.RNING AUTHORITY MAY REQUIRE GEOTE:XTILE 3. CHECK DAMS CAN BE CONSTRUCTED USING STRAW WATTLES OR OTHER MATERIALS AS STOCKPILE AREAS- SEDIMENT PASSING T'POLI�] THE FIELD JOINT, FABRIC TO PREVENT SUB-SOIL PUMPING. APPROVED BY THE DISTRICT OR CITY. • CHECK DAV PLASTIC SHEETINGVATTLES CONSTRUCTIO\ ENTRANCE . BIO- FILTER 3 A C C1eanWa6cr Services C1eanWate Services C1eanWater Services DRAWING NO. 845 REVISED 10-31-19 DRAWING NO. 810 REVISED 10--31-19 DRAWING NO. 880 REVISED 10-31-19 I DRAWING NO, 855 REVISED 10-31-19 FOR FURTHER INFORMATION FOR FURTHER INFORMATION ON DESIGN CRITERIA SEE ON DESIGN CRITERIA SEE NOTES! CHAPTER 4 OF CLEAN WATER - CHAPTER 4 OF CLEAN WATER It SERVICES EROSION PREVENTION °'I SERVICES EROSION PREVENTION 1- WASHOUT FACILITIES SHALL BE AND SEDIMENT CONTROL " AND SEDIMENT CONTROL MAINTAINED TO PROVIDE ADEQUATE EXISTING GRADE PLANNING AND DESIGN MANUAL. PLANNING AND DESIGN MANUAL. ANGLE FILTER FABRIC FENCE TO HOLDING CAPACITY WITH A M€NIMUM ASSURE SOIL IS TRAPPED o FREEBOARD OF 12 INCHES. 3' BY 3' MIN AT PROPERTY LINE MIN T. HIGH E`rau BOTTOM OF 2, WASHOUT FACILITIES h11J$T BE WASHOUT TO 4.` •, B" MIN- TO PREVENT M CONTAINSCOUR AROUND ONECN CLEANED,, OR NEW FACILITIES MUST CONCRETE 81 DAM. • • 0 BE CONSTRUCTED AND READY FOR �__ -_- III MIIIrMII PROPERTY LINE -crUSE ONCE THE WASHOUT ES 75% A -III - = Ir +" A FULL. 3. IF THE WASHOUT IS NEARING ' =III 17:14:_i::::::::. E_ HOUSE -� _ � �,��� �.� �� �, .. .. .. • N CAPACITY, VACUUM AND DISPOSE !L: ° yEN Of THE WASTE MATERIAL IN AN z' z' I ;" ��° .CNI APPROVED MANNER. _ ■o 3-5g _I `h.p..o-'�t� °t::'..,..';--- '.� INTERLOCKED 2"x 2" PLAN YIEYY=III I .rt ,,rte- ... °-•='; °ti tiq,•e • N 4. TEMPORARY CONCRETE WASHOUT = _I_ II: - # .. Nr [ z OPEN-GRADE '•-4., t• •4+ti.r..., ,..`o.• POSTS AND ATTACH FACILITIES SHALL BE LOCATED A III I F-,R i. .4 ( cl ° ROCK •..,;. ..N.tN .'e....=o-+,'. O MINIMUM OF 50 F f FROM SENSITIVE _ T' ' t1111 ti Z AREAS INCLUDING OPEN DRAINAGE " .� #,� • FACILITIES AND WATER SCLIR$E5. 1111 IE •(..., \ o _v) a _ _ _ II - 3. USE STITCHED LOOPS NOTES; TC 5. CONCRETE WASHOUT FACILITIES - _ = = - yst Y =��}R 1�r•Ars.B . ROCK CHECK ❑ + INF I OVA 2"x 2" POSTS Lu SHALL BE CONSTRUCTED AND I, SEDIMENT FENCE TO HAVE STITCHED Q MAINTAINED IN SUFFICIENT =� / + rs+ r:e:ais,r�r:o:. FROM TOE SLOPE. a . r4.41 r�r.r r r e q LOOPS AROUND 2" x 2" POSTS. QUANTITY AND SIDE TO CONTAIN �_ _ '+'r' �l"cr-•^p<<.olr'r_ PROPERTY LINE . 2. BURY BOTTOM OF FILTER FABRIC 6' U 9' BY 9' MIN TO .,r�:.-. . . . . : N ALL LIWUID AND COIJCRETE WASTE °:Y: � bra;mgr�r.4_0.ra6 �i VERTICALLY BELOW FINISHED GRADE. CONTAIN CONCRETE RADIUS = 25' MIN W GENERATED $Y WASHOUT _0�,=r.iWii:*.r 7e;,m.0,..70.:s:"e ar 2'-F3" 3. 2'x 2` FIR, PINE OR STEEL FENCE O OPERAT1CNS, y:i i::Nw,itr_a,'i„'i_e sir 4'-0 POSTS. �' =�'.r''1i't'rt:8.a"m `."° D 4. POSTS TO BE INSTALLED ON UPHILL U 6. INSTALL CONCRETE WASHOUT SIGN PLAN . °:r•e`er•__....IF.4�r..b.0 R.. �„ 2 � SrOE Di SLOPE_ LU �.!. ,. #..-e:,rs�.:V...:1•.;0.1.:" WITHIN 30 FEET OF TEMPORARY ,""` MINIMUM 1' OVERLAP 1 �r, - 5- COMPACT BOTH SIDES OF FILTER Q. CONCRETE WASHOUT FACILITY. ° •:10..fo tot.gi -. - .4� .tikiVd/ r:r-ii.*1.ryr A .;r.'•g,-, i ii`.. SII\ } � � r'r.:-.-.. ::_.._.._• ADJACENT WATTLES �' -.,.«1, ,4# ....; FABRIC TRENCH. p 7. TEMPORARY CONCRETE WASHOUTS ° ° `k'E'+ry=r v_�-f e:..,i.7 1 ° ,',s,.•at 17.4/1 r.....,..rf. �F►' T'_ " 6. PANELS MUST BE PLACED CO . • ;.•_, .�:,'�*a•_=: .: !- *r.pr FILTER FABRIC I ACCORDING TO SPACING ON MAY BE A PREFABRICATED ° _ •r ,:i. �ry A�•ry�.i��nffn MATERIAL 38• f CONTAINER THAT IS PORTABLE AND -� !;r='-=';i ' i -° ''-A_ L �B WIDE ROLLS. DRAWING NO. 940- w REUSABLE- - -. .....t,.:.......,......,...' 1�' ''�•z' PROFILE _ "-6" T20CK WITH r. }1 .r4 , .11:7,::1,7,.,.,......... y y,,,l.. v> ExcAVATE:D MATERIAL • . r ' • _ ti `r''"t MAY 6E USED FOR MINIMUM 8" DEPTH t.�• r', ' u fi , I , . � ► _ --- 3 0-) 1' MIN -- t PERIMETER BERM 2 l _ _ 0V 1 SEE STANDARD DRAVANG p884 1' BUMF OPTION Ai. q J i7 SLOPE FOR INSTALLATION OF WATTLE ,+ , ', 1' MIN - i" �_ ,Ii' i = :,: •-: .- :•':• �,:::•• FOR STANDARD OF 2r-6" X955 S7DEWALii ;4: e.: :::`:'• • .1,6 'r� r .11. 11 11. IL 3' L II tl 11 II I! 2_8" •rp++� o+•++ ....` FILTER E ROLLS MATERIAL W I Pat i_ Cs•g^s CONSTRUCTION ENTRANCE�r=J� '.ui 0 I ... u. i5 r..Il••117E ,J r '64' �,+. " 'Ir1�JE -N'1 iimll[' il'... ..1'aIf 1C.11 .11=11=11= = 4'-0' :S r ` :«« '� 0 u=n_ n I= PLI = 111 �' MIN -,1•=.�- SPACING BETWEEN CHECK DAMS :sem ••=:.:,. «�.-. I= ©�11;n�o I- 1 3C�E=1i=1 Jf-JI�J1:J1=0�n�0�n�1= « f,s: ;z-� r P;A.,. U =Il-it-111 --n. 11;-11.=1= - ..r ..... - - P = h -ti �- , W PLAN VIEW O K EXISTING GRADE 1'-G" 3' BY 3' MIN TO NOTES; } w- -� +CONTAIN CONCRETE NOTES: - - WI880 FOR INSTALLATION OF WATTLES-- FOR FATHER [ERIA INFORMATION 6' MAXIMUM SPACING ON DESM CRITERIA SEE O 1SEE STANDARD DRAWING II+ 2, ALTERNATE MATERIALS MAY BE USED AS APPROVED BY DISTRICT DR CITY, 1. L = THE DISTANCE SUCH THAT PORI TS A AND H ARE OF EQUAL E1EVATEON. CHAPTER 4 OF CLEAN WATER O0 2. SEE DRAWING X1940 FOR HEIGHT AND SPACING OF CHECK DAMS. SERVICES EROSION PREVENTION SECTION A-A FRONT VIEW AND SEC:IRANT CONTROL - 3- PERIMETER MEASURES INSTALLED AS NEEDED. PLANNING AND DESIGN MANUAL. U o CONCRETE WASHOUT WATTLES } `� CHECK DAPI SEDIMENT FENCE C1eas Wa cr Services SINGLE FAMILY I APPLICATION C1eanWatler Services ROCK C1canWater Servi C1eanWater Services N DRAWING NO. 900 REVISED 10-31-19I N 1DRAWING NO, 885 REVISED 'D-3'-19 DRAWING NO. 840 REVISED 10.31•-1'; DRAWING NO. 875 REv+SED 10--31-1y .> 0 o DATE: 10/20/2022 rn REVISIONS: BY: JMH 122_/2.2.. •3 EROSION AND SEDIMENTxr �F ," JOB NUMBER DRAWN DESIGNED BPS PR CHECKED BY: JMH EAST BUTTE '���G I NE-4. * 130-009 o CONTROL 54703 PREPARED FOR: • 1D9 51 NE 169TH PLAD WEEKLEY CE HOMES#102 OREGON ^ SHEET co ESC DETAILS �� BEAVERTON, OR 97006 WASHINGTON COUNTY OREGON " G`Y 2°° Q PACIFIC COMMUNITY DESIGN -T��/N M•\O E C7 . 0 / z TAX LOT: 02700 TAX MAP: 2S111CB RENEWS: 6/30/2023 MAY BE USED SHORT TERM -- - - - T W/ UTILJTY WORK AND W,/ I FOR FURTHER INFORMATION PHASING W DEVELOPMENT ON DESIGN CRITERIA SEE i:i__ = CHAPTER 4 OF CLEAN WATER FENCE SHALL IDEALLY BE ::__ -_ rte,; �_ � I ANDSER�SEDIMENTCES SICONTROON LENTION ..� =_ ui LOCATED AT THE OUTER :� s _ a- - = z, PLANNING AND DESIGN MANUAL. �,; '. ._ I I;; N PERIMETER OF THE CRITICAL _�giii.: • !.1-4.141:';,1" 1�t iiit ;gin I ROOT ZONE. SEE TREE FLOW ',,.i-.:�..,., �,,��:���; �. lilm �� ,I�IIf' n (SEE NOTE B) -� liiiCI iF: i r li I .Tail !II1' kt.i/11111 1' MIN.- t ' 1 1 . PROTECTION PLAN THIS I,; II 5j9y"�M61i i61iIIIM DRIP LINE I ;44.62'6' ;3�+' `: .4,,,,, ,,.,u I ,- ..: �e�,i _ INTERCEPTOR DIKE mi iiii;',I Eli I' .,19111un11 �= - ••Sl;li a IN:a.t� SHEET ;!,s Lilt ;sl; __-. :",�, ::::'II �kk ;ir1111111iiiurla ,:.;�e'i:. ,:; t��:_:--- =n::-o•- -:,• � - __ rir1P 6 i.�ei. a_•tee SEphMENT BAG {fly) ' W,1Tin•+.. - '::i_r?'=--�- x!°. 4104 pii��. G�ii i••-- i.ar. p.. + x /rAKA �.,, .. 4%i 1. 'DIRT BAG' � it I �. '•= ,k.=__- ,IE�L mitis=_ .� 4. .. WATER PUMP 4;:k, -,V4001:-. .'A'T/1?P ig �s ,. L;, _- FLARED END ' . 4:as:a_ -:r•.! � -::4.:0? .t k ' ,�� OR TEE. l „.,1w LEM3tt - 94_,.. : , "11�, I TYP i'a•_ '� D15CHARGE HOSE INTAKE NOSE �� ...4.4,4, , t�i •_„: s:� ::. ..y n n n n n n 40 4 ` et. OUTLET PROTECTION, `= 'AIIIII ,7111..."- •'%'';''';.": � ♦♦.♦ ►♦♦♦ ►'1♦S.'►♦♦♦♦�♦ -_�- AREA DRAIN SEE DRAWING #820 :`:.«.� 11:. , ,c!. .%:, e + _ 10 rimmil.mowligi 6U'itrP) .0. • s _ �_ �+ .�.Y a.' .:'.t...,!. .-:.'.:.'.1'._.. :•.',....: x }4141 4TCH BASIN If a w W w W w ._ �- •'41.41 �, .i!"7-`41.*,r .? •, j.!,.7:-.,z,-..-.4:•: CRITICAL ROOT ZONE 5' CHAIN LINK FENCING. r . 6 Y 4*,SI OA I IT _M1 �, a. _ \ �,: ..•�' 2" MESH CHAIN LINK OR I,I��nt� { + w w HOSE CLAkdP (TYP) ,tt1 TO BE PROTECTED WELDED WIRE FLOW lirSi •' •� Iii•• '.t...,:.,..�• . .`• • s min SECURED TO 1-1/2" DIA 1111IIuI -o:' PLAN VIE}N ''• , willing IIP• 1-.!- I � & �� ANCHOR AT 5' CENTERS. ..'11114 } „�_ }; =�I, i ' '•_! '"� " •-•41414f.,1,,,•.... ....-1,..•---,2-/,,,,e. � _•�l'= �:' ��o�, 1 TREE PROTECTION DETAIL STEEL OR ALUMINUM POSTS E Inn i �I'I �. 11�U 11 ►��G`-� 109 (NOT TO SCALE) o vH E'TTau nl I III FLOW .-0 ..,..:-..-0�.• ._- v'i>I Ii l]I ` ` IIIII , '' .4 ''..-- 101:1:111 • :.. , V 0 • ; i�:IIIVI } ;��� _ .1;spm. - Ey• 1'1 I ,. , 4 NOTES: Iv-. I �, � I'� Io1'MIN.� IlIlla i M 1, THE SEDIMENT DAG 9IALL RE MANi1FACTUREQ USkNG A POLYPROPYLENE 8 02, NON-WOVEN GEOTE3CTILE SEWN INTO A BAG MT1i • d�,; '„hoiiiin ADOUBLE NEEDLE. USING AHIGH STRENGTH THREAD. TREE PROTECTION SPECIFICATIONS I}iTCH INLET PLAN AEW '!Fiq 2. EACH STANDARD SEDIMENT BAG MUST HAVE A FILL SPOUT LARGE ENOUGH TO ACCOMMODATE A 4" DISCHARGE HOSE. STRAPS I�n�ln= ARE ATTACHED TO SECURE THE HOSE AND PREVENT PUMPED WATER FROM ESCAPING WITHOUT BEING FILTERED. TEMPORARY NatirOl l 1. TREE PROTECTION ZONE. THE TREE PROTECTION ZONE (TPZ) SHALL BE ESTABLISHED AT DITCH INLET R SLOPE DRAIN lA SII „ 11 ice••- THE DRIPLINE OF PROTECTED TREES AS A MINIMUM. PROTECTION FENCING SHALL BE fs" overly of bogs. S. THE SEDIMENT BAG SF+ALL MEET � EXCEED g1+ERALL BAG REMAOVAL EFFICIENCY RATE of 971.55X. IIF n n 11 • 4. WATER BEING DISCHARGED FROM THE SEDIMENT BAG MUST BE FREE CF ALL SEDIMENT PRIOR TO LEAVING THE SITE OR ENTERING, INSTALLED PRIOR TO CONSTRUCTION ACTIVITY AND REMAIN IN PLACE AND IN GOOD INTO THE STORM SYSTEM_ ANTI-SEEP COLLAR REPAIR UNTIL WORK IS COMPLETED IN THIS AREA. FLOW 5. SEDIMENT BAG I5 FULL WHEN IT NO LONGER CAN EFFICIENTLY FILTER SEDIMENT OR ALLOW WATER TO PASS AT A RATE LESS �_yA` _ I- WHEN APPROPRIATE 2. PROTECTION FENCING. TREE PROTECTION FENCING SHALL CONSIST OF 5-FOOT TALL TI-IAN Mt$ OF MANUFACTURER'S DESIGNED FLA1w RAT. INIIN��:'- 2-INCH MESH CHAIN LINK OR WELDED WIRE FENCING SECURED TO 1.5-INCH DIAMETER NOTES; 6. DURING USE, THE SEDIMENT BAG MUST BE MONITORED. ,� _ _ _`ETI=IIII STEEL OR ALUMINUM POSTS PLACED NO FURTHER THAN 8-FEET ON CENTER AND SHALL BE 1. ADDFI1ONAL MEASURES MUST BE CONSIDERED DEPENDENC ON SOIL 7. DisPosE OF usED SEDIMENT DAG GFF SITE OR AS APPRO''EU DY CWS. - II1- TYPES. 11 11 11=11 INSTALLED AT THE EDGE OF THE TPZ. 8. WHEN APPROPRIATE, INSTALL DOWNSTREAM SEDIMENT CONTROL MEASURES PER CWS STANDARDS. EXISTING GRADE 2. BIG-FILTER BAGS SHOULD BE STAKED WHERE APPLICABLE FUR FURTHER INFURIATION 3. PRECONSTRUCTION CONFERENCE. THE PROJECT ARBORIST SHALL BE ON SITE TO DISCUSS USING (2) 1"x2" WOODEN STAKES OR APPROvED EOM. PER BAG. ON DESIGN CRITERIA SEE 9. FOR BEST RESULTS, PLACE SEDIMENT BAG ON I`LAT SURFACE. METHODS OF TREE REMOVAL AND TREE PROTECTION PRIOR TO ANY CONSTRUCTION. CHAPTER 4. OF CLEAN WATER 3- WHEN. USING 30' BIO-BAGS TO PROTECT A CATCH BASIN YOU SERVICES EROSION PREVENTION 10. SEDIMEMT BAG SHOULD BE PLACED ON EXISTING VEGETATION, ROCK. OR BED OF STRAW, SEDIMENT BAG SHOULD NOT BC 4. TREE PROTECTION ZONE MAINTENANCE. THE PROTECTION FENCING SHALL NOT BE HAVE 4 BAGS AND THEY SHALL BE OVERLAPPED BY 6'. AND SEDIMENT CONTROL PLACED ON BARE GROUND. PLANNING ANI] DESIGN MANUAL.. MOVED, REMOVED, OR ENTERED BY EQUIPMENT EXCEPT UNDER DIRECTION OF THE PROJECT ARBORIST. INLET P R OTE CTI O N PIPE SLOPE DRAIN 5 STORAGE QUIE T OF MA IERIA THE OR EQUIPMENT. THE CONTRACTOR SHALL NOT STORE MATERIALS ORTPZ. TYPE 4 Clea»�r Services SEDIMENT 9 A qWr Services C1eanWater Services 6. TREE PROTECTION INSPECTION. THE PROJECT ARBORIST SHALL INSPECT AND VERIFY THE DRAWING NO. 915 REVISED 10-31--19 DRAWING NO. 950 REVISED 10-31-19 DRAWING NO. 815 REVISED 10-31-19 LOCATION OF PROTECTION MEASURES PRIOR TO CONSTRUCTION, MONITOR TREE PROTECTION MEASURES AT LEAST ONCE EVERY OTHER WEEK WHEN WORK IS ON-GOING NEAR THE TREE PROTECTION ZONE, AND PROVIDE WRITTEN REPORTS TO THE CITY FOLLOWING EACH INSPECTION. GENERAL EROSION CONTROL NOTES: 1. COMPLY WITH ALL APPLICABLE PROVISIONS IN CHAPTER 6 OF THE DESIGN AND CONSTRUCTION STANDARDS(CURRENT):R&O 19-5 AS 7. FINAL REPORT. AFTER THE PROJECT HAS BEEN COMPLETED, THE PROJECT ARBORIST AMENDED BY R&O 19-22,ADOPTED NOVEMBER 12,2019. SHALL PROVIDE A FINAL REPORT THAT DESCRIBES THE MEASURES NEEDED TO MAINTAIN 2. ALL PUMPING OF SEDIMENT LADEN WATER SHALL BE DISCHARGED OVER AN UNDISTURBED,PREFERABLY VEGETATED AREA,AND AND PROTECT THE REMAINING TREES AND CONFIRM THAT NEW TREES HAVE BEEN THROUGH A SEDIMENT CONTROL BMP LIKE A FILTER BAG. PLANTED IN ACCORDANCE WITH THE APPROVED TREE CANOPY SITE PLAN. 3. ALL EXPOSED SOILS MUST BE COVERED DURING WET WEATHER PERIOD,OCTOBER 1,-MAY 31. c 4. HOLD A PRECONSTRUCTION MEETING WITH PROJECT CONSTRUCTION PERSONAL THAT INCLUDES THE INSPECTOR TO DISCUSS - EROSION AND SEDIMENT CONTROL MEASURES AND CONSTRUCTION LIMITS. _ E PRE-CONSTRUCTION,CLEARING,AND DEMOLITION NOTES: a 1. SEDIMENT BARRIERS APPROVED FOR USE INCLUDE SEDIMENT FENCE,BERMS CONSTRUCTED OUT OF MULCH,CHIPPINGS,STRAW WATTLES OR OTHER APPROVED MATERIALS. co 66 2. ALL BASE ESC MEASURES(INLET PROTECTION,PERIMETER SEDIMENT CONTROL,GRAVEL CONSTRUCTION ENTRANCES,ETC.)MUST BE N IN PLACE,FUNCTIONAL AND APPROVED IN AN INITIAL INSPECTION PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES. N O 3. RUN-ON AND RUN-OFF SHALL BE IN PLACE AND FUNCTIONING PRIOR TO BEGINNING SUBSTANTIAL CONSTRUCTION ACTIVITIES. N RUN-ON AND RUN-OFF CONTROL MEASURES INCLUDE:SLOPE DRAINS(WITH OUTLET PROTECTION),CHECK DAMS,SURFACE oci ROUGHENING,AND BANK STABILIZATION. O U GRADING,STREET AND UTILITY EROSION AND SEDIMENT CONSTRUCTION NOTES: N 1. IF VEGETATED SEED MIXES ARE SPECIFIED,SEEDING MUST TAKE PLACE NO LATER THAN SEPTEMBER 1ST.VEGETATED CORRIDOR AREAS REQUIRE NATIVE SEED MIXES,SEE RESTORATION PLAN FOR APPROPRIATE SEED MIX IN THOSE AREAS. SEED USED FOR N TEMPORARY OR PERMANENT SEEDING OUTSIDE VEGETATED CORRIDORS SHALL BE COMPOSED OF ONE OF THE FOLLOWING MIXTURES,UNLESS OTHERWISE AUTHORIZED: cn A. DWARF GRASS MIX(MIN.100 LB./AC.) B. STANDARD HEIGHT GRASS MIX(MIN.100LB.AC) w1. DWARF PERENNIAL RYEGRASS(80%BY WEIGHT) 1. ANNUAL RYEGRASS(40%BY WEIGHT) O 2. CREEPING RED FESCUE(20%BY WEIGHT) 2. TURF--TYPE FESCUE(60%BY WEIGHT) U Ci.) 2. SLOPE TO RECEIVE TEMPORARY OR PERMANENT SEEDING HAVE THE SURFACE ROUGHENED BY MEANS OF TRACK--WALKING OR THE Lu USE OF OTHER APPROVED IMPLEMENTS.SURFACE ROUGHENING IMPROVES SEED BEDDING AND REDUCES RUN--OFF VELOCITY. O 3. LONG TERM SLOPE STABILIZATION MEASURES SHALL INCLUDE THE ESTABLISHMENT OF PERMANENT VEGETATIVE COVER VIA SEEDING U WITH APPROVED MIX AND APPLICATION RATE. Lu O` 4. TEMPORARY SLOPE STABILIZATION MEASURES SHALL INCLUDE:COVERING EXPOSED SOIL WITH PLASTIC SHEETING,STRAW MULCHING, O 00 WOOD CHIPS,OR OTHER APPROVED MEASURES. co 5. STOCKPILED SOIL OR STRIPPINGS SHALL BE PLACED IN A STABLE LOCATION AND CONFIGURATION.DURING"WET WEATHER"PERIODS, STOCKPILES SHALL BE COVERED WITH PLASTIC SHEETING OR STRAW MULCH.SEDIMENT FENCE IS REQUIRED AROUND THE PERIMETER Lu OF THE STOCKPILE. w T 6. EXPOSED CUT OR FILL AREAS SHALL BE STABILIZED THROUGH THE USE OF TEMPORARY SEEDING AND MULCHING,EROSION CONTROL BLANKETS OR MATS,MID--SLOPE SEDIMENT FENCES OR WATTLES,OR OTHER APPROPRIATE MEASURES.SLOPES EXCEEDING 25%MAY CS) REQUIRE ADDITIONAL EROSION CONTROL MEASURES. -0 7. AREAS SUBJECT TO WIND EROSION SHALL USE APPROPRIATE DUST CONTROL MEASURES INCLUDING THE APPLICATION OF A FINE vi SPRAY OF WATER,PLASTIC SHEETING,STRAW MULCHING,OR OTHER APPROVED MEASURES. J 8. CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF ~ THE PROJECT.ADDITIONAL MEASURES INCLUDING,BUT NOT LIMITED TO,TIRE WASHES,STREET SWEEPING,AND VACUUMING MAY BE O REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. U 9. USE BMPS SUCH AS CHECK-DAMS,BERMS,AND INLET PROTECTION TO PREVENT RUN--OFF FROM REACHING DISCHARGE POINTS. c) Lu 10.COVER CATCH BASINS,MANHOLES AND OTHER DISCHARGE POINTS WHEN APPLYING SEAL COAT,TACT COAT ETC.TO PREVENT O < PRODUCTS FROM ENTERING THE STORM SYSTEM. U EROSON AND SEDIMENT CONTROL BMP IMPLEMENTATION: ot 1. ALL SEDIMENT BARRIERS TO BE INSTALLED AFTER GRADING SHALL BE INSTALLED IMMEDIATELY FOLLOWING ESTABLISHMENT OF O FINISHED GRADE AS SHOWN ON THESE PLANS. O co 2. LONG TERM SLOPE STABILIZATION MEASURES"INCLUDING MATTING"SHALL BE IN PLACE OVER ALL EXPOSED SOILS BY OCTOBER 1. U 3. THE STORM WATER FACILITY SHALL BE CONSTRUCTED AND LANDSCAPED PRIOR TO THE STORM WATER SYSTEM FUNCTIONING AND U C SITE PAVING. o N 4. INLET PROTECTION SHALL BE IN--PLACE IMMEDIATELY FOLLOWING PAVING ACTIVITIES. N STANDARD EROSION CONTROL NOTES FOR SITES 1 ACRE AND a.5 v es U DRAWING NO. 946 GREATER REVISED 6-30-21 o DATE: 10/20/2022 DESIGNED BY: JMH �2 IZ 2Z 3 REVISIONS: E ROS I O N AND SEDIMENT JOB NUMBER t:11DRAWN BY: BPS D PROFF CHECKED BY: JMH EAST BUTTE �����G I ,,, , 130-009 CONTROL 54793\ o PREPARED FOR: DAVID WEEKLEY HOMESo OREGON SHEET "' ESC DETAILS (2) 1905 NE 169TH PLACE, #102 G o �f BEAVERTON, OR 97006 WASHINGTON COUNTY OREGON , `Y 9 , 2° Q PACIFIC COMMUNITY DESIGN -vir M•�'`�� E C 7 . 1 2 TAX LOT: 02700 TAX MAP: 2S111CB RENEWS: 6/30/2023 PUBLIC STREET LIGHTING OPTION "B" NOTES: I I 1. LIGHT POLE SHALL BE 30-FOOT DIRECT BURIED, 25-FOOT MOUNTING HEIGHT, LEGE\ 3 SW MURDOCK STREET (COUNTY ROAD 760)1 �� TWO-PIECE BRONZE, FIBERGLASS LIGHT POLE. b.3 ° LP1 = INSTALL 45W LED LUMINAIRES AND - 100 - - 42+00 - - 13+�© ,:0.4 j 14+00 rn 0 PGE APPROVED LIGHT POLES ARE. © FIBERGLASS LIGHT POLES. I° I - I ° - I - - I I- SHAKESPEARE BHT3099S5BL9901 b. b.4 b.3 b b a b.e b 2 c (X=POLE NUMBER). m3 ;4 b_5 bF bF o o cu PGE APPROVED STUBS ARE: E3 X6 0M1 ... ,.� .° .;_ , ..,- - §e - 5 o SHAKESPEARE 25-STUB-UP LP2 = INSTALL 29W LED LUMINAIRES AND ��' " b.aj�I •.y I- cc © FIBERGLASS LIGHT POLES. '�� � 3 i . i2 ' �'�� o o o 2. JUNCTION BOXES SHALL BE PGE APPROVED SPLICE BOXES. (X=POLE NUMBER). 9 � + . �� U e - N z U 0 s PGE APPROVED JUNCTION BOXES ARE: 2 i.2 i 2 ; aL c� , NEWBASIS FCA132418T-00043 .-, . '' 5 QUAZITE A4213418A017 �.3 b.2li.° b.° � � czi .� ARMORCAST A6001946TAX18-PGE __)b.3b.s 1 a o HIGHLINE CHA132418HE1 b.3 b.9 0.5 ���// o ,. fes, v, CID •.5 .5 .5 V1 H "ELECTRIC" OR "POWER" SHALL BE IN THE LID MARKING AREA. 32 b.4 0.5 v.s o rno Cg Ct �� 3. LUMINAIRES SHALL BE PGE APPROVED 45/29 WATT LED, 240V, MAST-ARM MOUNTED, (.3 b.41b.4 °4 c BRONZE COBRAHEAD FLAT LENS FIXTURE WITH TWISTLOCK P.E. RECEPTACLE. .3 0.3 0.4 gip E PGE APPROVED COBRAHEAD LUMINAIRES ARE: *3 b.3 b.3 b 45W LEOTEK GCJ2-20H-MV-WW-2R-BZ-700-PCR7-RWG-WL-FDC-PGE 3 b. 29W LEOTEK GCJ1-20H-MV-WW-2R-BZ-450-PCR7-RWG-WL-FDC-PGE 4. THE PHOTOELECTRIC CONTROL SHALL BE PGE APPROVED EXTENDED LIFE TWISTLOCK, '.3 0.3 0.3 0 3 / FAIL-ON, ELECTRONIC, 105-300 VAC, 60 HZ, PER ANSI 136.10, BRONZE HOUSING, 1.5 LUMEN TURN-ON, RATED 1000W TUNGSTEN (1800 VA BALLAST) 1.5:1 TURN-OFF/TURN-ON RATIO, 4 c SOLID BRASS PLUG BLADES, CONFORMABLY COATED CDS CELL, 160 JOULE MOV, 2-4 SEC. w2 N TURN-OFF DELAY. .3 I t 11 .1 u 0 o PGE APPROVED PHOTOELECTRIC CONTROLS ARE: 1 °° 4 u SELC 8483 w W w O1iv '.0 0S9 o 5. THE WIRING FROM THE SPLICE BOX TO THE LUMINAIRE SHALL BE PGE APPROVED #10AWG, I ° b.e bb° 600-VOLT, 3-CONDUCTOR, CLASS B STANDING TYPE TC WITH 45-MIL SUNLIGHT RESISTANT \ I I ° l'',-: bCb PVC JACKET, SUITABLE FOR DIRECT BURIED APPLICATIONS. RATED 90°C DRY AND 75°C WET. I °.0 �.2 b.3 b. � I I I FOR 240-VOLT APPLICATIONS, THE PGE WIRING CONFIGURATION IS: I I ( v.5 v.b�v.(�5 b.° I BLACK AND RED (HOT) - I GREEN (GROUND) SD SD I SP ix°4 b.s 1. ® l / c4 P4 ri) H O 6. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO P.G.E. SCHEDULE "95" OPTION / H "B" SPECIFICATIONS. ALL MATERIALS AND INSTALLATION SHALL BE APPROVED BY P.G.E. / / ..2 0.2 °.3. ,.3 b.. 0.3 / / LIGHT POLES AND STREET LIGHTS TO BE INSTALLED BY ELECTRICAL CONTRACTOR. / / b 2 b.2 b b.3 / / = I4 / / / H C�I`�1 / / 0.4 0.9 0' 0.4 3 1 / / / , 2.. // L -,- 20. 5 0 5 0.5 'i'� // 0. 0.6 .a 0.6 p /�/ / / '/WS ".' '.'Arifri:•;','9' .6,1 / / / Viib.: b. b. b., b.. b.- / 0 4 ,.5 0 5 0. ..4 1 / I 1 0.3 ' b.3 0.3 i I I b . b.3 ..3 °O 1 1 (L ) \ I II '0 3 0.Ci....i.3 1.2 0. I I Z b. \b3 .2b • I 1 NEW CITY OF TIGARD LIGHT POLE LOCATION TABLE �� ° 03 °2 \ � �' • I POLE NUMBER MH WATTS LUMENS ARM ARRANGEMENT STREET POLE TYPEb_ . 3 0.3 I SD SD SD Q 1 25 FT 45 5020 6 SINGLE BUTTE TERRACE FIBERGLASS ; 3 b.-; +- . 3 0 I 1 ---- . ./-- '.3 0 4 0.4 0.4 H 0 1111 I11I 2 25 FT 29 3479 0.67 SINGLE BUTTE TERRACE FIBERGLASS3N.3 �� 3 25 FT 29 3479 0.67 SINGLE BUTTE TERRACE FIBERGLASS ° °` I o Z 4 25 FT 29 3479 0.67 SINGLE BUTTE TERRACE FIBERGLASS b, v. ;�! SD 5 25 FT 29 3479 0.67 SINGLE BUTTE TERRACE FIBERGLASS 111., b. b 6 b" 0.s ' 6 25 FT 29 3479 0.67 SINGLE BUTTE TERRACE FIBERGLASS ) I °. 01.3 °.9 ^w p4 ops b ° NUMERIC SUv1MARYLD2 II! :': 4 ': :! � � C. �PROJECT: EAST BUTTE il 03 ° bs 3 I 4 b3 1.5 3.4 I I N 0.9 0 4 i.4 0.4 0.4 �� N LABEL CALL TYPE UNITS AVG MAX MIN AVG MIN �� b3 ` \\ \N N • ., BUTTE TERRACE ILLUMINANCE FC 0.47 1 .30 0.10 4.70 /� b3 0.2 °' `\ w b.s b b.5 �.4 b.- b.z��p b.2 5.2 // +0,2 � in W.z b4 40.3 b20.2b2 ,sp. v w -2 1.0 .9 O.i 0.5 C.4 :.3 0.; '' 3Sg2 \ \ ,� �, INTERSECTION ILLUMINANCE FC 0.70 1 .40 0.20 3.50 / SD .\ \ i.a b.3 0.3 b.e u.s '..43 .z ."�b.3 0.3 u.2 b.s 0.3 0 \ °.s o.z .e D.i b.e b.'•:a.. .. .. b.2 b.z b.3 '.3 b.3 b.4 b.� 1 / \ 5 -1 ti O I� �b_3 b.a b.e b.s b 3 b.s b 4 b.3 0.2 b. b.2 b.z b 3 b.4 b.4 bs b.s I � 1 b.5 0.e b.. b., b.5 0.4 b.s 0.2 i0.3 b�b.2 0. 0.4 0.5 b.0 0.2 b.. b I 1('0.s '0.s '0.s '0.s '0.s '0o '0.o '0.oIIo.o '0. b.z b.a b.s b.' b.s b.e I U b.a b.a .a b.4 b.3 b.z b.i b.2 b.. b. b.a b.s b.3 b.s b.4 0.9 N Ilii yv�r/,�/ GRAPHIC SCALEb2 b2 bib 03 bz °40 ' ; J° ba 0.3i ��- / U STREETLIGHTING DESIGN �� �0 ..2 so ° �� / a) °; bz 11 - 30 0 15 30 60 120 V �� .2551 [[ a/81 P �I U l 2 '.2�d.1 0.1 0.1/0.1 0 2 0.. 0.3 0.9 0.6 0.2 0., �i Scale: 1 - 30' v2 b2 b3 b3 . 4 be b3 y ( IN FEET ) p�'� °� �� i� DWG. NO 1 inch ft. �� , , E L 1 FUTURE BUILDING FOUNDATION AT _/I/_ BACKFILL SHALL CONFORM TO THE GEOTECHNICAL LOT 10&LOT 11.FOUNDATION MAX. ENGINEERING REPORT IF APPLICABLE. FOR MINIMUM APPROXIMATE FLAT FINISHED GRADE LOADING ASSUMPTION=2020 PLF 4 U 1 REQUIREMENTS,(IF NO GEOTECHNICAL REPORT)THE WALL (FACTORED).NOTIFY E.O.R.IF J IMPORTANT NOTE:RETAINING WALL HEIGHTS ARE APPROXIMATE. PER CIVIL DESIGN PLANS. IT IS BACKFILL SHOULD BE COMPACTED TO A MINIMUM OF 95 FUTURE FOUNDATION LOADING PERCENT OF THE MAXIMUM DRY DENSITY,AS DETERMINED BY EXCEEDS MAXIMUM CRITERA N O n/ THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO CONFIRM LOCATIONS OF WALL HEIGHT N = ASTM D1557.PROVIDE 1-FOOT WIDE BLANKET DRAIN TO \ INCREASES IN THE FIELD BASED ON THE CIVIL DESIGN PLANS. GC TO NOTIFY E.O.R. IF THERE ARE WITHIN 1-FOOT OF FINISH GRADE FOR THE FULL WALL HEIGHT - FIELD MEASUREMENT DISCREPANCIES WITH RETAINING WALL DESIGN. USING IMPORTED,WASHED GRAVEL AGAINST THE WALLS. REF. 3/S0.1 FOR FOOTING \J� 5'-0"MIN. - � GENERAL NOTES: ° /7;;;_\'c_..\'2\ / STEP DETAIL,TYP. 1. THE CONTRACTOR SHOULD NOT USE HEAVY EQUIPMENT NEXT TO THE \ \\\ 8"STEMWALL a I WALL TO COMPACT.THE HEAVY EQUIPMENT WOULD CREATE A \/\\/2 q THICKNESS \\ �/ \\ \ ,°, 1 1 ! Iii \ I \ PERMANENT SURCHARGE AGAINST THE WALL. / \�\ N u W1111( III/ Ili21 MI III III IN . THE CONTRACTOR SHOULD HAND TAMP THE DIRT TO COMPACT IT. ° /\ - I i \tIli . rill 3. NO HEAVY EQUIPMENT ALLOWED WITHIN 4 FT OF WALL. \ \ PA IIII mi Imo 50,1 m 50.2 4. RETAINING WALLS ARE DESIGNED FOR f'c=2500 PSI.THEREFORE,NO / � \� O 111 4 \ \ \ SPECIAL INSPECTION REQUIRED FOR SITE RETAINING WALLS. \\' C O Si( 355.5 TW 2.6 -355.5 TW I /\ #4 @ 12"O.C.HORIZONTAL REINFORCEMENT I- - - _ \ C v . ® i \ 360.2 TW 0.5' @.) 361 .5 TW 361 .7 TW 8.8' 352.9 PFG 352.9 PFG 355.5 TW 3.4 I ;�� v'BAR,LAP W/'D'BAR. SEE DOWEL NOTE FOR / 1' 4' MAX. / r n/ II • j 359.7 PF 352.9 PFG 352.9 PFG M 352.3 LFG 352.1 LFG b /VA FOOTING DOWEL REQUIREMENTS. POND,MAX.WATER LEVEL ELEVATION n CONTRACTOR MAY CHOOSE TO COMBINE'V' Si I W 1.0 355.5 TW 2.8' AT 354.27'(PER CIVIL DESIGN PLAN) _ \j A BAR ANDD'BAR INTO ONE CONTINUOUS BAR > if G �¢ _ - 0 361.2 TW 355. TW 3.4' �� / / tL 355 5 PFG L �521} PFG _ / / \\/ 352.7 LFG • 352.1 LFG /��� IIII 4 N j III --- • \\ \\ V%, THE SUBDRAINS SHOULD CONSIST OF A MINIMUM OFA 4-INCH PERFORATED PIPE - - - - - - - Ay - - - VA ENVELOPED IN A MINIMUM 12-INCH-WIDE ZONE OF DRAIN ROCK,EXTENDING VA N • •\If. SD S[ :c2.1 FROM THEBASE OF THE WALL TO WITHIN 6 INCHES OF FINISHED GRADE,SHOULDl - D'BAR BE PLACED AGAINSTTHE BACK OF ALL RETAINING WALLS AND EMBEDDED ATTHEC� � / �� BASE OF THE DRAIN ROCK.THE PIPE SHALL BE WRAPPED IN A FREE DRAINING 4 . II /� X �� GEOTEXTILE SUCH AS MIRAFI 140N GEOTEXTILE OR EQUIVALENT.THE SOLID OUTLET . ti / jPIPES FOR ALL DRAINS SHOULD HAVE AT MINIMUM 3%DOWNHILL GRADE; z \• \ \ a \ FOUNDATIONDRAINSSHOULDBE ABLETODRAIN FROMTHE OUTLETINTO THE U' 41 a ..I rg j\ NATIVE LANDSCAPING SO LONG AS THE SLOPE STABILITY IS NOT COMPROMISED. O \� \�i:D i THE PERFORATED COLLECTOR PIPES SHOULD DISCHARGE AT AN APPROPRIATE \\ LOCATION AWAY FROM THE BASE OF THE WALL.THE DISCHARGE PIPE(S)SHOULD v OM '."-."N% X • MIN.3H:1V \ a•• °\� NOT BE TIED DIRECTLY INTO STORM WATER DRAIN SYSTEMS,UNLESS MEASURES IF - ; Q _ ''-'- -�` \ en • . \\\ > I�ARE TAKEN TO PREVENT BACKFLOW INTO THE WALL'S DRAINAGE SYSTEM. ... zs - d.° I .______ _.._.._______.._ ' \ ,._ W .0 355.5 TW 3.0' / \,\i�A�A\i/\ \/ 352.5 LFG ____,--\.2- / \ /\ > /__ ,) // >� /.. . // >\ TRACT A I X \\\O\'T'BAR / - • I I i � v I / / \V %\\/ A/VA�/A\A \y \ ° a ., a a NO. DATE REVISION BY • °�,° ° \ ________7 os " I 2 ■ / \ \�O/ \\� \\�O/ HBAR / \\:\\ 4 iz,•: \ a \ -_ o ° a - -1 i --- SD • ; M M M M M M M _. `-/ M •B'BAR \/ \\ S\\\ \ \ \�\\\�\ \ -_ 4 ' 355.5 T o M 5'-0"MIN. \ �\ \ \ FOOTING SHALL BEAR ON NATIVE SOIL(1500 PSF BEARING I 2.4 In X . / / A PRESSURE PER GEOTECHNICAL REPORT BY GEOPACIFIC -_ O I / 353.1 PFG ENGINEERING,INC.DATED JANUARY 17,2022) • _ 361 .9 TW I / B / 360.8 TW 0.5' 8.8 r-355.5 TW 2.6 _ 1i / x is z 360.3 PFG 353.1 PFG 353.1 PFG 355.5 TW 3.0' O 352.9 LFG J 352.5 LFG , z _ w <4 �` CONCRETE RETAINING WALL SCHEDULE SITE RETAINING WALL < CC 1111 . I MMI , HEIGHT,H A B T DBAR VBAR BBAR _ TBAR HBAR REMARKS LL, - - - - - - - - - - - - <4' 0" 6" 2' 11" 12" #4@12"o.c. #4@12"o.c. N/A N/A (4)#4 II" 8` 361-3 Tw1 Z.8` 5T.5-1-W= X II ® (.912 F f�4 355.5 PFG 361 .6 TW 8.5' 352.7 LFG 355.5 TW €11) I <6' o" 6" 4'-6" 12" #4@12"o.c. #4@12"o.c. N/A N/A (6)#4 z W 3.0 353.1 PFG 352.4 LFG <8'-0" 6" 5'-6" 12" #5@12"o.c. #5@12"o.c. N/A #4@9"o.c. (8)#4 I Z . \ I 10" Q O <10 0 6r-8" 12 #5@5 o.c. #5@10 o.c. N/A #5@12 o.c. (9)#4 U PROPOSED CIP RETAINING WALL \ I\ \ , X 2 z . _AL I II * HBAR-PLACE (1) BAR AT EACH END OF FOOTING (MINIMUM 3" COVER FROM CONCRETE EDGE). ALL OTHER REBAR ` I.IIIISHALL BE EVENLY SPACED THROUGHOUT FOOTING,TYP. w I- li IIII 7 . - ® . • so.i • ' 50.2 I X **VBAR AND DBAR MAY BE COMBINED TO ONE SINGLE BAR EXTEND FROM TOE OF FOOTING TO TOP OF WALL 0 H CD 12) SITE RETAINING WALL - I-coQ 0 REF. 3/S0.1 FOR FOOTING SO, 3/4"= 1'-0" < < STEP DETAIL,TYP. N • • 1 RETAINING WALL SITE PLAN z II 0 50.1 HORIZONTAL SCALE: 1" = 10'-0" 0 b J U 1- I- I- Ca D -\_ Z N_ RETAINING WALL LUm CC REINFORCEMENT PER U RETAINING WALL FOOTING PLANS AND DETAILS \/ REINFORCEMENT PER PLAN 4'-0" RETAINING WALL NOTES 8. DRAIN ROCK,AND OTHER GRANULAR MATERIAL USED FOR SUBSURFACE DRAINS,SHOULD BE WRAPPED IN A 1. SEE CIVIL DESIGN PLAN SHEET FOR ALL FDN DIMENSIONS NOT SHOWN. GC TO VERIFY AND NOTIFY ENGINEER IF GEOTEXTILE FABRIC THAT MEETS THE SPECIFICATIONS PROVIDED IN OSSC 00350(GEOSYNTHETIC INSTALLATION) \ - - _ ANY DISCREPANCIES. AND OSSC 02320(GEOSYNTHETICS)FOR DRAINAGE GEOTEXTILES AND BE INSTALLED IN CONFORMANCE WITH OSSC ° a a 00350(GEOSYNTHETIC INSTALLATION). ^ 2. IN ADDITION TO THE GENERAL NOTES&SPECIFICATIONS DETAILED IN THIS PLAN SET,ALL WORK&MATERIALS a ° ° 40 ° SHALL CONFORM TO THE 2018 IBC AND THE 2019 OREGON STRUCTURAL SPECIALITY CODE(OSSC). 9. FOOTING CONCRETE SHALL BE f'c=2500 psi @ 28 DAYS,6%ENTRAINED AIR FOR ALL CONCRETE EXPOSED TO THE FOOTING LINE BEYOND a 4 pO a .°a = EXTERIOR,4"SLUMP. ° a ° 3. RETAINING WALLS ARE TO BE DESIGNED PER THE GEOTECHNICAL ENGINEERING REPORT PERFORMED BY 4 A a a . a. �� �I N�� �® GEOPACIFIC ENGINEERING,INC.ON JANUARY 27,2022. 10. WALL STEM CONCRETE SHALL BE f'c=2500 psi @ 28 DAYS,6%ENTRAINED AIR FOR ALL CONCRETE EXPOSED TO THE Q ® ®� ®� n:e EXTERIOR,4"SLUMP.NO SPECIAL INSPECTION REQUIRED. #4 L-BAR @ 24"O.C. a � / \ / �\ \/ / \ 527 4. RETAINING WALLS HAVE BEEN DESIGNED WITH THE FOLLOWING PARAMETERS: o \/ /\/\\\ /\%\\/ \/ \/ 11. ALL CONCRETE SHALL BE CURED PER ACI 318-08 STANDARDS. -, \ \/\ - / \\ \ � �\ <\\ ik °� ALLOWABLE BEARING PRESSURE 1500 PSF,(1/3 INCREASE FOR SEISMIC) ii \/\/ \//\ \\22\�\\%\\�\\\ ACTIVE EARTH PRESSURE,(YIELDING) 35 PSF/FT 12. ALL REBAR SHALL BE ASTM A615 GRADE 60. _ #4 CONTINUOUS HORIZONTAL. PROVIDE \\* \/ \\1\ \\\/\ /\\ j\\�\\ \� \\\/\/ \\\\ !- _ 13. REINFORCING STEEL COVER SHALL BE AS FOLLOWS: z z o 3"CLEARANCE ON ALL SIDES,TYP. \j\\� \\>"\--,,---A.,„---\\\<\\--<-- �\\�\\\�/\\�\\�\\\\\\ / •,,,..,„", . �� PASSIVE EARTH PRESSURE 320 PSF/FT w w Tr- COEFFICIENT OF FRICTION 0.42 _ \ i CAST AGAINST EARTH: 3" v z VA \i \ / /A/A SOIL SITE CLASS D w \ /\\/\\ FORMED SURFACE EXPOSED TO EARTH OR WEATHER: 1%4" = Q = 00\\ / \ \ N 3`�9 ��\ \\ \\�\ FOOTING BASE PER OO� I� �\S 5. IMPORTED GRANULAR MATERIAL USED FOR STRUCTURAL FILL SHOULD BE PIT OR QUARRY RUN ROCK,CRUSHED 14. ALL TIE WIRE SHALL BE Min.#16 ANNEALED STEEL. ALL REINFORCING STEEL SHALL BE TIED 100%ALONG ALL z Lu \\ /\�\�\/ RETAINING WALL DETAIL 4ificHP. ROCK,OR CRUSHED GRAVEL AND SAND AND SHOULD MEET THE REQUIREMENTS SET FORTH IN OSSC 00330.14 PERIMETER EDGES AND 50%FIELD. p a A 4 ° • A 4 / / \ \�/ \ (SELECTED GRANULAR BACKFILL)AND OSSC 00330.15(SELECTED STONE BACKFILL).IMPORTED GRANULAR O a a ° A ° \\\\/\�\\\�\ - -2023 �9 22 MATERIAL SHOULD BE FAIRLY WELL GRADED BETWEEN COARSE AND FINE MATERIAL,HAVE LESS THAN 5 PERCENT 15. ALL REBAR LAP SPLICES ARE TO BE PER ACI 318-08. EXPIF'[ S: 6/30/2®23 a a \\\ \�/ 30"MIN.LAP BY DRY WEIGHT PASSING THE U.S.STANDARD NO.200 SIEVE,AND HAVE AT LEAST TWO MECHANICALLY - ° 4 a \ \ A FRACTURED FACES.WHEN USED AS STRUCTURAL FILL,IMPORTED GRANULAR MATERIAL SHOULD BE PLACED IN 16. REBAR IN FOOTINGS SHALL BE SUPPORTED ON WELL CURED CONCRETE BLOCKS OR APPROVED METAL CHAIRS,AS ° /\/ . \\\ WITH A MAXIMUM UNCOMPACTED THICKNESS OF 12 INCHES AND COMPACTED TO NOT LESS THAN 95 SPECIFIED BY THE CRSI MANUAL OF STANDARD PRACTICE,MSP-1. a v a" 4 ° / /\ \ PERCENT OF THE MAXIMUM DRY DENSITY,AS DETERMINED BY ASTM D 1557. a __„--\\\---- \�\\\ 17. ALL CONCRETE FOOTINGS SHALL BEAR OVER APPROVED 3/4"MINUS CRUSHED ROCK COMPACTED TO MIN.95% \ \- / \ \ RECORD DRAWING: \�� \\\ \„,,,,,,,„,,,,,„:„„„\>>\ /`/\/ \\ \,,,,;,,,,,, ,_,,,,,,,,A ///\% \\ % \\ #4 BENT BARS @ 12"O.C. 6. IMPORTED GRANULAR MATERIAL USED AS BASE ROCK FOR PAVEMENTS SHOULD CONSIST OF%-OR 1%-INCHMINUS MODIFIED PROCTOR OVER COMPACTED APPROVED STRUCTURAL FILL.THE EXISTING SITE SHALL BE CLEARED AND ---2 ,,, ,i\\\\ //\\ \/ /\/ \\ / /\ MATERIAL MEETING THE REQUIREMENTS IN OSSC 00641(AGGREGATE SUBBASE,BASE,AND SHOULDERS),WITH GRUBBED OF ALL ORGANIC AND/OR EXPANSIVE MATERIAL PRIOR TO STRUCTURAL FILL IMPORT. \\ \\/ /\/\\\ j j�\\ \\\/ \�\\ \\/ /\/\/\\\<\ O" O / O\-\\\ \ RECORD DRAWINGS ARE INTENDED TO THE EXCEPTION THAT THE AGGREGATE SHOULD HAVE LESS THAN 5 PERCENT BY DRY WEIGHT PASSING THE U.S. \ j \\ % \ / \\ STANDARD NO.200 SIEVE AND AT LEAST TWO MECHANICALLY FRACTURED FACES.THE IMPORTED GRANULAR 18. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO IDENTIFY ALL UTILITIES AND PROTECT AS REQUIRED \"2\%\\\ /\/\%\\\ \\/\ \%\\\j\ MATERIAL SHOULD BE PLACED IN LIFTS WITH A MAXIMUM UNCOMPACTED THICKNESS OF 12 INCHES AND DURING THE COURSE OF CONSTRUCTION. RETAINING ,\/i\/\//\\\�\\///\ ,\\\ SHOW THE APPROXIMATE LOCATION OF DRAWING TITLE COMPACTED TO NOT LESS THAN 95 PERCENT OF THE MAXIMUM DRY DENSITY,AS DETERMINED BY ASTM D 1557. WALL FOOTING THE CONSTRUCTED RETAINING WALLS & 19. RETAINING WALL AND FOOTING ARE DESIGNED FOR fc=2500 psi.THEREFORE SPECIAL INSPECTION IS NOT REINFORCEMENT 7. DRAIN ROCK SHOULD CONSIST OF ANGULAR,GRANULAR MATERIAL WITH A MAXIMUM PARTICLE SIZE OF 2 INCHES REQUIRED FOR RETAINING WALL AND FOOTING. PER PLAN FOOTINGS. STRUCTURAL OBSERVATION FOUNDATION AND SHOULD MEET OSSC 00430.11(GRANULAR DRAIN BACKFILL MATERIAL).THE MATERIAL SHOULD BE FREE OF 30"MIN.LAP 12"TYP. HAS BEEN PERFORMED ON SEPTEMBER ROOTS,ORGANIC MATTER,AND OTHER UNSUITABLE MATERIAL AND HAVE LESS THAN 2 PERCENT BY DRY WEIGHT A PASSING THE U.S.STANDARD NO.200 SIEVE(WASHED ANALYSIS). 2023 FOR THE CONSTRUCTION OF THE PLAN RETAINING WALL AND FOOTING DIMENSIONS AND REINFORCEMENT ED ENGINEER: DN CHECKED BY:RETAINING WALL STEPPED FOOTING (REFERENCE STRUCTURAL REPORT DATED 3/4"= 1'-0" 9/14/23 AND 9/22/23). DATE: 09-22-2023 DRAWN BY: NAS SHEET NUMBER S 0 • _._ , 4 1 . ,,, APPROXIMATE FLAT FINISHED GRADE a \ O \,�\ v A Lc. 1 _ = Z� � r , N 7 POND,MAX.WATER LEVEL ELEVATION • \ - + \ #4 @ 12"O.C. HORIZONTAL REINFORCEMENT = (PERPLAN) \ �ii Cl/ -- AT 354.27' CIVIL DESIGN a ° � �� ��\i���!�i BACKFILL SHALL CONFORM TO THE GEOTECHNICAL \\\ a \/\ - ENGINEERING REPORT IF APPLICABLE. FOR MINIMUM U W \ V'BAR,LAP W/'D'BAR. SEE DOWEL NOTE FOR d ‘ \\\ / REQUIREMENTS,(IF NO GEOTECHNICAL REPORT)THE WALL GENERAL NOTES: ° GENERAL NOTES: /\\ 1. THE CONTRACTOR SHOULD NOT USE HEAVY EQUIPMENT NEXTTO THE AA� O FOOTING DOWEL REQUIREMENTS. ° 1. THE CONTRACTOR SHOULD NOT USE HEAVY EQUIPMENT NEXT TO THE 8"STEMWALL / / /\ BACKFILL SHOULD BE COMPACTED TO A MINIMUM OF 95 8"STEMWALL / PERCENT OF THE MAXIMUM DRY DENSITY,AS DETERMINED BY WALL TO COMPACT.THE HEAVY EQUIPMENT WOULD CREATE A CONTRACTOR MAY CHOOSE TO COMBINE'V' WALL TO COMPACT.THE HEAVY EQUIPMENT WOULD CREATE A THICKNESS \/ THICKNESS \\ PERMANENT SURCHARGE AGAINST THE WALL. CC BAR AND BAR INTO ONE CONTINUOUS BAR PERMANENT SURCHARGE AGAINST THE WALL. / / / ASTM D1557.PROVIDE 1-FOOT WIDE BLANKET DRAIN TO < C \ 2. THE CONTRACTOR SHOULD HAND TAMP THE DIRT TO COMPACT IT. \ 2. THE CONTRACTOR SHOULD HAND TAMP THE DIRT TO COMPACT IT. \\ \\ WITHIN 1-FOOT OF FINISH GRADE FOR THE FULL WALL HEIGHT \ V / 3. NO HEAVY EQUIPMENT ALLOWED WITHIN 4 FT OF WALL. \4 \ \ USING IMPORTED,WASHED GRAVEL AGAINST THE WALLS. 3. NO HEAVY EQUIPMENT ALLOWED WITHIN 4 FT OF WALL. 4. RETAINING WALLS ARE DESIGNED FOR f'c=2500 PSI.THEREFORE,NO /. �� \ 4. RETAINING WALLS ARE DESIGNED FOR f'c=2500 PSI.THEREFORE,NO Cl SPECIAL INSPECTION REQUIRED FOR SITE RETAINING WALLS. \ SPECIAL INSPECTION REQUIRED FOR SITE RETAINING WALLS. e \/\ #4 @ 12"O.C.HORIZONTAL REINFORCEMENT Cl V'BAR,LAP W/'D'BAR. SEE DOWEL NOTE FOR > 1w 0 = FOOTING DOWEL REQUIREMENTS. \/\ PZ CONTRACTOR MAY CHOOSE TO COMBINE'V'D 0 i BAR AND BAR INTO ONE CONTINUOUS BAR a /\\%\ IF <CLR. ° % THE SUBDRAINS SHOULD CONSIST OF A MINIMUM OF A 4-INCH PERFORATED PIPE/d/ \\\\\ ENVELOPED IN A MINIMUM 12-INCH-WIDE ZONE OF DRAIN ROCK,EXTENDING 13/4"— FROM THE BASE OF THE WALL TO WITHIN 6 INCHES OF FINISHED GRADE,SHOULD D'BARD'BAR a• ° CLR. \ BE PLACED AGAINST THE BACK OF ALL RETAINING WALLS AND EMBEDDED AT THE / /\% BASE OF THE DRAIN ROCK.THE PIPE SHALL BE WRAPPED IN A FREE-DRAINING \\\ 41p1 \ \\\\\ GEOTEXTILE SUCH AS MIRAFI 140N GEOTEXTILE OR EQUIVALENT.THE SOLID OUTLET �� C� // PIPES FOR ALL DRAINS SHOULD HAVE AT MINIMUM 3%DOWNHILL GRADE; v \ ° \\\\\ FOUNDATION DRAINS SHOULD BE ABLE TO DRAIN FROM THE OUTLET INTO THE ° - / NATIVE LANDSCAPING SO LONG AS THE SLOPE STABILITY IS NOT COMPROMISED. a '5 \/\ THE PERFORATED COLLECTOR PIPES SHOULD DISCHARGE AT AN APPROPRIATE • ' APPROXIMATE FLAT FINISHED GRADE J • ° \ LOCATION AWAY FROM THE BASE OF THE WALL.THE DISCHARGE PIPE(S)SHOULD ° < '�- NOT BE TIED DIRECTLY INTO STORM WATER DRAIN SYSTEMS,UNLESS MEASURES APPROXIMATE FLAT FINISHED GRADE \ \ \\ \\\ MIN.3H:1V FINISH GRADE ,DARE TAKEN TO PREVENT BACKFLOW INTO THE WALL'S DRAINAGE SYSTEM. \ Z \\ M i\ \� \\/i\ \�\\i M \ .�I`o G \\\ \-,2\,,,„-- ,\\> \\ = \ /\ \` \\-";„/\,'>\,,,,,,A\\ \/ \ / \ \ / \� i\� \ / o 0 0 0 /�\\\\ /V\%A :'\-� %\\\ \\ '' \\ %\%\\/\\ /A\/\\\ V�A A/ \\/ \\ \ \\\\/ /A/ \\ V / \\ L� NO. DATE REVISION BY /\\�\\ � \ \\�/ \�\\ .\\ � �\\ /\/�i\\ \/ /\i\\\ \/ \\�/\i\i\\�\\\/ i\�V, �� �� �� �� _ a d d Y. \. '� \. o \ �\\\\�\\\�j\j\\�\\ /j\\\/\/i�\ d ° ° N 1 9/20/23 REV. 1 DN ° ° a a ° d ° F \ V T BAR\\j\\/ \\ \/\\/ \\ \\\�\T BAS\/ F � � d ° • ° ° 4 A °a A -_ N 1'-0"MIN. 4 a d. ° / .--;:,---.-,<.„--\ \ \/ /\/ \ /\ /\ /�\\�\\\/\\--:;,---\---:„.-'\>--\\\<\\!;-\ \>--\\\\ / \ / \\\' \/\\ / • ' , a ° . • m CC CI: d • ° d• A ° • \ / /\H'BAR/ \ \\ /\� \ \\ /\ \\% \ \\ 'H'BAR<„/'.� a° ° .60 A A ° d d ° M -I >\ U �� � �%\\v \� /Aj \\/ �\� \��V\ \G\\\ �\ //i\\iV\\�V/i/iA\�A\�/�/A \ r► _ \\/ \ \ jA j' ( �\ \ \' '\\\ \ \i \\ / \i \\ \ \\/ i\ \\� \/ \ \\� \\/ \. \\ \ \ �\iii\\/\%\/\\i \\�\\�\\i\\\�\ \\ 'B'BAR B'BAR ' \\ \\ \,„---\\„2- \\/\\i\\%\\\„��\,„--\ \�\\�\ \ FOOTING SHALL BEAR ON NATIVE SOIL(1500 PSF BEARING \ '`\\�\ \ \\\ 5'0”MIN. FOOTING SHALL BEAR ON NATIVE SOIL(1500 PSF BEARING PRESSURE PER GEOTECHNICAL REPORT BY GEOPACIFIC / A / / A PRESSURE PER GEOTECHNICAL REPORT BY GEOPACIFIC ENGINEERING,INC.DATED JANUARY 17,2022) ENGINEERING,INC.DATED JANUARY 17,2022) z B 0 B / / / z J (-9 J w C7 < cc �n 0 LU CONCRETE RETAINING WALL SCHEDULE-SITE RETAINING WALL z Z HEIGHT, H A B T DBAR VBAR BBAR TBAR *HBAR REMARKS F Z Z CONCRETE RETAINING WALL SCHEDULE-SITE RETAINING WALL z <4'-0" 6" 2'-4" 12" #4@12"o.c. #4@12"o.c. N/A N/A (3)#4 0 HEIGHT, H A B T DBAR VBAR BBAR TBAR *HBAR REMARKS D I- U <6'-0" 6" 3'-4" 12" #4@12"o.c. #4@12"o.c. N/A N/A (5)#4 UJ Z <4 0' 1,-0" 2'-4" 12" #4@12"o.c. #4@12"o.c. N/A N/A (3)#4 <8' 0" 6" 4'-3" 12" #5@12"o.c. #5@12"o.c. N/A #4@9"o.c. (6)#4 CC <6'-0" 2'-0" 3'-4" 12" #4@12"o.c. #4@12"o.c. N/A N/A (5)#4 2 w 0 U UI- 0 * HBARPLACE(1) BAR AT EACH END OF FOOTING (MINIMUM 3"COVER FROM CONCRETE EDGE). ALL OTHER REBAR * HBAR-PLACE (1) BAR AT EACH END OF FOOTING (MINIMUM 3" COVER FROM CONCRETE EDGE). ALL OTHER REBAR U D z SHALL BE EVENLY SPACED THROUGHOUT FOOTING,TYP. — CO SHALL BE EVENLY SPACED THROUGHOUT FOOTING,TYP. **VBAR AND DBAR MAY BE COMBINED TO ONE SINGLE BAR EXTEND FROM TOE OF FOOTING TO TOP OF WALL LL I- (_ VBAR AND DBAR MAY BE COMBINED TO ONE SINGLE BAR EXTEND FROM TOE OF FOOTING TO TOP OF WALL Q < < 1 (1 SITE RETAINING WALL 2 SITE RETAINING WALL CL w I C).. 3/4"= 1'-0" S0.2 3/4"= 1'-0" Z 0 � U I- I- 0 Z I- v) LU m CC J O 0 U � 491:: 8527 . r,�.. yo ,„_,_ \�, ,y31, ��® „949/CHINeo 19-22-2023 EXM' S: 6/30/2 RECORD DRAWING: RECORD DRAWINGS ARE INTENDED TO SHOW THE APPROXIMATE LOCATION OF DRAWING TITLE THE CONSTRUCTED RETAINING WALLS & FOOTINGS. STRUCTURAL OBSERVATION FOUNDATION HAS BEEN PERFORMED ON SEPTEMBER 2023 FOR THE CONSTRUCTION OF THE PLAN RETAINING WALL AND FOOTING DIMENSIONS AND REINFORCEMENT (REFERENCE STRUCTURAL REPORT DATED ENGINEER: DN CHECKED BY: DMH 9/14/23 AND 9/22/23). DATE: 09-22-2023 DRAWN BY: NAS SHEET NUMBER S 0 • 2