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HomeMy WebLinkAboutKnauss Property Development DEVLAND, INC. o 0 DAVID EVANS KNAUSS PROPERTY DEVELOPMENT ANo ASSOC IATES INC. 2'100 SW River Parkway Portland Oregon 9720'1 TIGARD, OREGON Phone: 503.2236663 JANUARY, 2020 DESIGN STUDIO GENERAL CONDITIONS PAVEMENT MARKINGS, MLBOXES, ETC. SHALL BE REESTABLISHED, REINSTALLED,OR REPLACED WITH LIKE KIND AND MATERIAL vclaredL vabH Races AI OWN ER/DEVELOPER 1. THE PERMIT HOLDER MUST COMPLY WITH ALL APPLICABLE PROVISIONS OF FEDERAL AND STATE LAW,THE TIGARD MUNICIPAL CODE,AND THE TERMS OF ANY 20. EFFECTIVE DRAINAGE CONTROL IS REQUIRED. DRAINAGE SHALL BE CONTROLLED WITHIN THE WORK SITE AND SHALL BE SO ROUTED THAT ADJACENT PRIVATE AGREEMENT WITH THE CITY OF TIGARD REGARDING WORK TO BE DONE PURSUANT TO THIS PERMIT. PROPERTY, PUBLIC PROPERTY AND THE RECEIVING SYSTEM IS NOT ADVERSELY IMPACTED. THE CITY MAY AT ANY TIME ORDER CORRECTIVE ACTION AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE DRAINAGE CONTROL. DEVLAND, INC. 2. THE CITY'S STANDARD SPECIFICATION FOR TRAFFIC CONTROL IS 'MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS', U.S. DEFT. OF TRANSPORTATION, FHWA,CURRENT EDITION. 21. OREGON LAW REQUIRES FOLLOWING THE RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER SAID RULES ARE SET FORTH IN OAR 952-001-0010 2100 SW RIVER PARKWAY THROUGH OAR 952-001-0080. COPIES OF SAID RULES MAY BE OBTAINED FROM THE CENTER BY CALLING 5D3-248-1967. IF YOU HAVE ANY QUESTION ABOUT THE PORTLAND, OR 97201 3. TRAFFIC CONTROL SHALL BE PROVIDED FOR BY THE CONTRACTOR IN ACCORDANCE WITH THE CITY'S STANDARD SPECIFICATIONS AND,ALSO, IN ACCORDANCE RULES,CONTACT THE CENTER. NOTE: DAMAGE TO UTILITIES SHALL BE CORRECTED AT THE PERMIT HOLDER'S EXPENSE. 503 223�863 WITH A CITY(JOB SPECIFIC)APPROVED TRAFFIC CONTROL PLAN.A COPY OF THE APPROVED TRAFFIC CONTROL PLAN SHALL BE AVAILABLE AT THE WORK AREA. 22. CONTRACTOR MUST VERIFY ALL EXISTING UTILITIES FOR BOTH VERTICAL ELEVATION AND HORIZONTAL LOCATION PRIOR TO START OF WORK(POTHOLE 4. PUBLIC ROADWAY SHALL NOT BE CLOSED TO TRAFFIC,AT ANY TIME,WITHOUT HAVING FIRST OBTAINED WRITTEN APPROVAL FROM THE CITY ENGINEER THE BEFORE DIGGING IF NECESSARY). SHOULD CONFLICTS ARISE AND REDESIGN OR RELOCATION OF FACILITIES BE NECESSARY, IT SHALL BE DONE AT THE PERMIT CONTACT: STEVEN HARRISON, PE PERMIT HOLDER IS RESPONSIBLE FOR PROVISION OF TIMELY NOTIFICATION OF TRAFFIC FLOW DISRUPTIONS TO AREA WIDE EMERGENCY SERVICES(TIGARD HOLDER'S EXPENSE. CHANGES MUST BE APPROVED BY THE CITY IN ADVANCE OF WORK PERFORMANCE. CONTRACTOR SHALL COORDINATE THE WORK WITH POLICE DEPT.,TUALATIN VALLEY FIRE& RESCUE), TRIMET,TIGARD SCHOOL DISTRICT,AND OTHER SERVICE PROVIDERS. AFFECTED UTILITYAGENCIES. 5. ADVANCE WARNING OF IMMINENT TRAFFIC DISRUPTION SHALL BE PROVIDED TO THE GENERAL MOTORING PUBLIC BY PLACEMENT OF AN ADVANCE 23. A TEMPORARY HARD-SURFACE PATCH (COLD MIX AC. OR HOT MIX BASE PAVING)SHALL BE PLACED ON TRENCHES WITHIN ROADWAYS AT THE END OF EACH ENGINEER NOTIFICATION SIGN AT EACH END OF THE CONSTRUCTION AREA AT A MINIMUM OF 72 HOURS BEFORE INITIATION OF CONSTRUCTION WORK. DAYS WORK. NO TRENCH, ON SITE OR OFF SITE,SHALL BE LEFT AT ANY TIME IN AN UNSAFE CONDITION.THE PERMIT HOLDER IS RESPONSIBLE FOR AND IS DAVID EVANS AND ASSOCIATES, INC. 6. ACCESS TO EXISTING PROPERTIES SHALL BE MAINTAINED AT ALL TIMES, INCLUDING NORMAL DELIVERY SERVICEMAIL AND SERVICE,AND IF NOT SHALL BE LIABLE FOR HAZARDS OR DAMAGE RESULTING FROM THE PROSECUTION OF THE WDRK. CAUSE FOR WORK STOPPAGE UNTIL EFFECTIVE ACCESS IS ESTABLISHED. 24. WORK PROVIDED FOR UNDER THE PERMIT SHALL INCLUDE REPAIR OF EXISTING FACILITIES(ROAD, DITCHES, ETC.)AS MAY BE NECESSARY, IN THE CITY 2100 SW RIVER PARKWAY 7. TRAFFIC CONTROL DEVICES,FLAG PERSONS, ETC., SHALL BE IN PLACE PRIOR TO INITIATION OF CONSTRUCTION WORK AND SHALL BE EFFECTIVELY INSPECTOR'S OPINION,TO OVERCOME DETERIORATION OR DAMAGE WHICH OCCURRED IN CONJUNCTION WITH THE WORKAUTHORIZED BY THE PERMIT. PORTLAND, OREGON 97201 MAINTAINED. CORRECTIVE WORK SHALL BE DONE AT THE PERMIT HOLDER'S EXPENSE. 503-223-6663 8. PURSUANT TO TIGARD MUNICIPAL CODE SECTION 7.40.180,WORK IS PERMITTED BETWEEN THE HOURS OF 7:00 AM. TO 7:00 P.M. DAILY UNLESS OTHERWISE 25. ONE AS-BUILT DRAWING AND PDF SHOWING ALL NEW PUBLIC IMPROVEMENTS, INCLUDING ANY REVISION MADE TO THE PREVIOUSLY APPROVED CONSTRUCTION CONTACT: STEVEN HARRISON, PE AUTHORIZED BY THE CITY MANAGER PLANS AND ANY IMPROVEMENT WHICH MAY IMPACT AN EXISTING PUBLIC SYSTEM OR FACILITY, SHALL BE PROVIDED TO THE CITY BY A REGISTERED CIVIL 9. HOURS OF CONSTRUCTION WORK ON COLLECTOR AND ARTERIAL ROADS WILL BE LIMITED TO 9:0D AM.-3:00 P.M. UNLESS AUTHORIZED BY THE CITY ENGINEER ENGINEER ALONG WITH AN ENGINEER'S CERTIFICATION OF INSTALLATION COMPLIANCE (FORM ATTACHED). IN ADDITION, THE APPLICANTS AS-BUILT DRAWINGS NO WORK WILL BE PERMITTED ON COLLECTOR AND ARTERIAL ROADS BETWEEN 3:00 P.M.AND 9:00 A.M. UNLESS AUTHORIZED BY THE CITY ENGINEER. SHALL BE TIED TO THE CPS NETWORK.THE APPLICANT'S ENGINEER SHALL PROVIDE THE CITY WITH AN ELECTRONIC FILE WITH POINTS FOR EACH STRUCTURE 10. TEMPORARY TRENCH PATCHING ON ARTERIALS AND COLLECTORS SHALL BE PAVED WITH AT LEAST 2'OF HOT MIXASPHALT. SURVEYOR 11. MINIMUM TRAVEL LANE WIDTH SHALL BE 12 FEET; PEDESTRIAN TRAVEL SHALL ALSO BE PROVIDED FOR STATE(MANHOLES.N CATCH BASINS,WATER VALVES, HYDRANTS,NAD9 AND OTHER WATER SYSTEM FEATURES)IN THE INCH DEVELOPMENT,AND THEIR RESPECTIVE X AND Y DAVID EVANS AND ASSOCIATES, INC. 12. THE CITY RESERVES THE RIGHT TO ADD TO OR MODIFY TRAFFIC CONTROL REQUIREMENTS AS MAY BE NECESSARY TO EFFECTIVELY CONTROL TRAFFIC AND TO SEW PLANE COORDINATES, REFERENCEDD AVIDETESTTO RED 83R AND INCLUDENEA ACROBAT("*.PDF) FILE AND ONE 11 EITHER OR BY BOTH THE DOPY ANDF SANITARY TS. ASSURE PUBLIC SAFETY. 28. A SEWER SYSTEM AIR-TEST AND A VIDEO REPORT ONE SET OF BLUELINE 'AS-BUILTS'(OF THE STORM SANITARY SEWER 2100 SW RIVER PARKWAY 13. BEFORE INITIATING ANY CONSTRUCTION ACTIVITY, THE PERMIT HOLDER SHALL CONTACT THE CITY INSPECTOR(503 8394171)TO ESTABLISH A PLACE,TIME, SYSTEMS)SHALL BE REQUIRED BY THE CITY FOR REVIEW AND APPROVAL PRIOR TO CONNECTION OF ANY BUILDINGS TO THE SEWER SYSTEM. PORTLAND, OREGON 97201 AND DATE FOR A GP ANY CONSTRUCTION MEETING. 27. ON A WEEKLY BASIS,THE PERMIT HOLDERS ENGINEER/INSPECTOR SHALL SUBMIT DAILY INSPECTION REPORTS TO THE CITY INSPECTOR(SEE DEVELOPER- 503-223-6863 14. THE PERMIT HOLDER OR DESIGNATED CONTRACTOR SHALL NOTIFY THE CITY INSPECTOR(503-639-4171)24 HOURS PRIOR TO COMMENCING WORK,24 HOURS ENG CRY INSPECTOR AGREEMENT NOTE THEIR CONTACT: MICHEAL WANCHICK, PLS PRIOR TO ANY STAGED INSPECTION,AND AFTER COMPLETING WORK COVERED BY THE PERMIT. 28. THE CRYOR MAY,AT VALI DISCRETION, REQUIRE TEMATERIALOR PROVISION OF TESTS OR REPORTS FROM THE PERMIT HOLDER, THE PERMIT HOLDER'S 15. A COPY OF THE PERMIT AND ALL ATTACHMENTS AND A COPY OF THE APPROVED CONSTRUCTION PLAN AND ALL AMENDMENTS SHALL BE AVAILABLE AT THE ENGINEER T CONTRACTOREXPENSE.TO VALIDATE CLAIMS OF OR CONSTRUCTION ADEQUACYICOMPLIANCE.SUCH TESTS/REPORTS SHALL BE PROVIDED AT WORK AREA,AU.WORK SHALL CONFORM TO THE PERMIT TERMS, CONDITIONS,AND PROVISIONS;THE CITYAPPROVED PERMIT PLANS AND APPROVED PLAN THE PERMIT HOLDER'S 29. THE PERMIT HOLDER SHALL PROVIDE A COPY OF A PROPERLY EXECUTED RELEASE AND WAIVER DOCUMENT TO THE CITY FOR EACH OWNERSHIP DISTURBED LANDSCAPE ARCHITECT AMENDMENTS;AND THE CITY°S STANDARDS SPECIFICATIONS,AND THESE GENERAL CONDITIONS. CHANGES TO ANY OF THE AFORESAID MUST BE APPROVED BY LU BY CONSTRUCTION ACTIVITY,AS EVIDENCE OF DISTURBANCE RESOLUTION AND OWNER SATISFACTION. THE CITY IN ADVANCE OF WORK PERFORMANCE. DAVID EVANS AND ASSOCIATES, INC. 30. EXISTING MONUMENTS, PROPERTY CORNERS,AND SURVEY MARKERS SHALL BE PROTECTED. REPLACEMENT SHALL BE AT THE PERMIT HOLDER'S EXPENSE. 2100 SW RIVER PARKWAY 18. MAINTENANCE OF THE WORK AREA AND APPROACH ROADS IS THE RESPONSIBILITY OF THE PERMIT HOLDER.THE WORK AREA AND APPROACH ROADS SHALL BE INITIAL z 31. THE ENGINEER SHALL NOTIFY THE WASHINGTON COUNTY SURVEYOR WHEN THE INAL AND FINAL LIFT OF ASPHALT HAVE BEEN PLACED. MAINTAINED IN A CLEAN CONDITION, FREE FROM OBSTRUCTIONS AND HAZARDS.A COPY OF THE PERMIT HOLDER'S CERTIFICATE OF INSURANCE SHALL BE W 32. THE PERMIT HOLDER SHALL PROVIDE TO THE CITY INSPECTOR, IN WETTING, THE NAMES AND 24-HOUR EMERGENCY TELEPHONE NUMBERS OF TWO PERSONS PORTLAND, OREGON 97201 AVAILABLE AT THE WORK AREA. w z w WHO HAVE AUTHORITY TO RESOLVE PROBLEMS,TAKE CORRECTIVE ACTION,AND, IN GENERAL,WILL BE RESPONSIBLE IN CASE OF ANY EMERGENCY. THE CL > O LU 503-223-6663 17. THE SPREADING OF MUD OR DEBRIS OR STORAGE OF MATERIALS OR EQUIPMENT OF ANY KIND UPON ANY PUBLIC ROADWAY IS STRICTLY PROHIBITED AND PERMIT HOLDER SHALL NOTIFY THE CITY INSPECTOR IN WRITING OF ANY/ALL ASSIGNMENT CHANGES. Q (.5CONTACT: BRYNN GUTHRIE VIOLATION SHALL BE CAUSE FOR IMMEDIATE CANCELLATION OF THE PERMIT.THE CITY MAY AT ANY TIME ORDER IMMEDIATE CLEAN-UP AND THE STOPPAGE OF 33. THE PERMIT HOLDER SHALL CAUSE HIS CONTRACTOR TO PROVIDE TO THE CITY INSPECTOR, IN WRITING, THE NAME AND 24-HOUR EMERGENCY TELEPHONE � O�// _ WORK TO ACCOMPLISH CLEAN-UP. CC t Go NUMBER OF A DESIGNATED'COMPETENT PERSON' RESPONSIBLE FOR CONSTRUCTION SAFETY AS PER OR-OSHA, CHAP.437,DIV. 3 CONSTRUCTION, w LL r O F 18. EFFECTIVE EROSION CONTROL IS REQUIRED. EROSION CONTROL DEVICES MUST BE INSTALLED AND MAINTAINED IN COMPLIANCE WITH THE CLEAN WATER SUB-DIVISION P-EXCAVATIONS.THE CONTRACTOR SHALL NOTIFY THE CITY INSPECTOR IN WRITING OF ANY/ALL ASSIGNMENT CHANGES. o IZ CO ~ �/ SERVICES AND DEQ REQUIREMENTS.THE CITY MAY AT ANY TIME ORDER CORRECTIVE ACTION AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE EROSION ti I- W L.L 34. IT IS THE SOLE RESPONSIBILITY OF THE PERMIT HOLDER TO PROVIDE FOR PROPER RIGHT-OF-ENTRY AND/OR EASEMENTS PRIOR TO STARTING WORK PROOF rL C O 19. COTROL. DISTURBED BY CONSTRUCTION ACTIVITY SHALL BE SEEDED WITH A STANDARD GRASS NOG;SHRUBS, FLOWERS, BARK DUST. EXISTING SIGNS, OF RIGHT-OF-ENTRY OR PROPERLY EXECUTED EASEMENTS SHALL BE PROVIDED TO THE CITY.THE CITY SHALL IN NO WAY BE CONSTRUED TO BE LIABLE FOR CO > Q w THE PERMIT HOLDER'S FAILURE TO OBTAIN OR PROVIDE FOR PROOF OF RIGHT-OF-ENTRY OR EASEMENTS. 35. BEFORE PLACEMENT OF ASPHALT,THE PERMIT HOLDER SHALL CLEAN AND COMPLETE A PRE-ACCEPTANCE VIDEO INSPECTION OF ALL NEW SEWER LINES.THE ) c E 0 I 0 PERMIT HOLDER SHALL PROVIDE THEWITH CITY 30 DAYS OF NOTICE FOR THE VIDEO INSPECTION. ANY DEFICIENCIES SHALL BE REPAIRED BEFORE PLACEMENT _LIFT. �� i ! 38. (PRIVATE SYSTEMS)THE DEVELOPER SHALL MAINTAIN THE WATER QUALITY FACILITY AND CORRECT ANY DEFECTIVE WORK AND SHALL PERFORM ALL Z l j a I 1 -- 12 - - - 8 SCHEDULED MAINTENANCE TO ASSURE PROPER FUNCTIONING OF THE FACILITY. 1 '} I I � 37. (PUBLIC SYSTEMS)THE DEVELOPER SHALL CREATE AND PROVIDE THE CITY A SCHEDULE FOR PERIODIC(QUARTERLY) MAINTENANCE OF THE WATER QUALITY "6 I FACILITY. THE DEVELOPER SHALL MAINTAIN SAID FACILITY FORA PERIOD OF THREE YEARS FROM THE DATE OF CITY CONDITIONAL ACCEPTANCE OF THE PUBLIC PGE.1297 • I IMPROVEMENTS. ON OCTOBER 1ST OF EACH YEAR DURING THIS THREE-YEAR PERIOD,THE DEVELOPER SHALL REPORT, IN WRITING, MAINTENANCE ACTIVITIES I I I LOT I ' ll I TO THE DIRECTOR OF PUBUC WORKS. CITY CREWS SHOULD MONITOR PROPER REMOVAL AND DISPOSAL OF SILT AND DEBRIS. PRIOR TO CITY FINAL I L I ACCEPTANCE OF THE FACILITY,THE DEVELOPER SHALL PROVIDE A WRITTEN EVALUATION OF THE OPERATION AND MAINTENANCE NEEDS OF THE FACILITY AND �,r��--// CORRECT ANY DEFICIENCIES IDENTIFIED IN THE EVALUATION. m II1- --. 1 ��►• { F 38. ALL CONSTRUCTION VEHICLE PARKING SHALL BE PROVIDED ONSITE. NO CONSTRUCTION VEHICLES OR EQUIPMENT WILL BE PERMITTED TO PARK ON THE IKI ! I II I I LOT #2 '�*r�fj � r - ADJOINING RESIDENTIAL PUBLIC STREET$. CONSTRUCTION VEHICLES INCLUDE THE VEHICLE$OF ANY CONTRACTOR OR SUBCONTRACTOR INVOLVED IN THE III +� f�► I CONSTRUCTION OF SITE IMPROVEMENTS OR BUILDINGS PROPOSED BY THIS APPLICATION,AND SHALL INCLUDE THE VEHICLES OF ALL SUPPLIERS AND F I Ill I + EMPLOYEES ASSOCIATED WITH THE PROJECT. .,, I I SW Leifer rili 6" i 'Iii III IH- maw law'7 0 /�~ WATER CONSTRUCTION NOTES ARE LOCATED ON THE UTILITY PLAN, SHEET C3A to SW o St `m �} m AI11ssy J°1 q I II I I LOT j3 i � Jar I GENERAL NOTES FOR GRADING PUW PERM II AS WELL AS COMPACTION REQUIREMENTS ARE LOCATED ON THE{STAGING PUW,SHEET C2A - 1{` Burma__- r 1 I I j I al la SW Ema4 a Ct Vilc. I I I ri ink IP) / N 11 1____ i SIIIfCa retina l _ . U7 '..I� --_ _ - �Pie L I 1 -��--i ABBREVIATIONS SHEET INDEX sw Ro .t I ' ," I LOT 1 4 I ADDL ADDITIONAL SHEET# TITLE o4 n Ne SwR °`'� 1 I LIB #4 r1g �" ) '\ / �- 1 } j CWS CLEAN WATERSERVICE3 n (�'� t, jj SHEET TITLE :Ia=- �VP Rent Dr .n I 1 °pd , a I '1 I 0 o CL� - I �u,-� _ �l�,,,, (� �� I__ 1 DhN DRIVEWAY G'1 COVER SHEET r + f 1 �� . _ _�__ _ _ EG EXISTING GRADE ELEVATION f y } \\ ' I I 4 FG FINISH GRADE ELEVATION G2 CONDITIONS OF APPROVAL ylf a S _ SW Kabl 1� 40 y o rrington Ave I I I LOT1*5let �� f 9 i FT FEET SV1 EXISTING CONDITIONS PLAN La tree St rjr O p /� 1 T - 3 IJ 'r !-PROJECT - � III I I ` ` - H HORIZONTAL Cl SUBDIVISION PRELIMINARY PLAT MAP si ° aY•nAreln _ rn u 3 If(11 I Le 7 �iv+� - �^ IE INVERT ELEVATION f SITE f Q C2H PUBLIC STREET Ifv1RPOVEft+1ENT PLAN & PROFILE SwlF�atH Ln / LF LINEAR FEET g von ,� o - N- Bond 3 '' r ' r � r r a� ��^��_ (} LT LEFT C2B PUBLIC STREET IMPROVEMENT PLAN & PROFILES to m' der St 5.1 rn ,r G '' •?r D J 1 1 �y��1�4 _`�") '�. -"�•J .yam^ 1 MAX MAXIMUM C3A UTILITf PLAN! (4152.&-iiN 1944 f d l `• U< �''��# MIN MINIMUM , 2 it a Z.� •� I I 1 ` ;v�« J / 1i C3B STORA+RAATER PLANTER DETAILS Steven Harrison Vr'v V,.; ' �Y o �� ;.�t �+, 1 ` i . ) .r NTS NOT TO SCALE 5 ( I "" -----1---- I C4 GRADING& EROSION CONTROL PLAN .p N w rn I ;.;. I � J PERF PERFORATED pig � � SW Shaffer Ln `� t Frl's `"BET 0 3 = ;;�.,� F I 'I �••�_, R RADIUS GSA GRADING DETAILS • '. cNNN� a�Q� e H E�:.- w:tk`,��� , I f I ROW RIGHT OF WAY +2 ^ " 2 iz o�a ` ' 4 CS DETAILS n r. Y I RT RIGHT Cb DETAILS DfPIRES C6-30-2021 �o�ra�c� to f D ham f ' YRos�yo S O I I I - - - SAN MH S SLOPE TARYSEWER MANHOLE Cl DETAILS �e° °r t } 3 ,�`�9 a 11 ¢ m O I 1 I SD STORM DRAIN El ILLUMINATION PLAN e l � S.W. BOND T x : 01 r i � _ 9 _ O nl 1 I 3D CO STORM DRAIN CLEAN OUT E2 ILLUMINATION NOTES & DETAILS DATE: '1'1115?'19 I ' _ fir' m V • I 1 I I SF SQUARE FEET TP1 TREE PROTECTION & REMOVAL PLAN 0 • m - DESIGN: SOH Ir y N c 2� I I SG SUBGRADE ELEVATION m m I 41 I I TP2 TREE CANOPY PLAN SPEC SPECIFICATION SECTION DRAWN: LDBU SS CD SANITARY SEWER CLEAN OUT TP3 SOIL VOLUME PLAN a 0 500 '1000 2000 0 25 50 '100 STM MH STORM MANHOLE L'1 PLANTING PLAN IN VICINITY MAP I I SITE MAP 1 `� I 3I1N SIDEWALK L2 PLANTING NOTES AND SCHEDULE CV SCALE: '1" _ '1000' SCALE: '1" = 50' TYP TYPICAL SHEET NO V VERTICAL L3 LANDSCAPE DETAILS BB G 1 a PROJECT NO. DEVL0000-0014 O 0 0 DAVID EVANS ANo ASSOC I AT E S INC. 2100 SW River Parkway Portland Oregon 97201 Phone: 503.223.6663 CONDITIONS OF APPROVAL CONDITIONS OF APPROVAL (CONT) CONDITIONS OF APPROVAL (CONT) 1. PRIOR TO COMMENCING ANY SITE WORK,THE PROJECT ARBORIST MUST PERFORM A SITE 14. PRIOR TO COMMENCING SITE IMPROVEMENTS, THE APPLICANT MUST SUBMIT PLANS SHOWING 30. AFTER THE CITY AND COUNTY HAVE REVIEWED THE FINAL PLAT, SUBMIT ONE COPY OF THE FINAL INSPECTION FOR TREE PROTECTION MEASURES, DOCUMENT COMPLIANCE/NON-COMPLIANCE THE FOLLOWING ITEMS TO ENGINEERING FOR REVIEW AND APPROVAL: PLAT FOR CITY ENGINEER AND COMMUNITY DEVELOPMENT DIRECTOR SIGNATURES. WITH THE URBAN FORESTRY PLAN,AND SEND WRITTEN VERIFICATION WITH A SIGNATURE OF I DESIGN STUDIO APPROVAL DIRECTLY TO THE PROJECT PLANNER WITHIN ONE WEEK OF THE SITE INSPECTION. SW 76TH AVENUE MUST INCLUDE AND MUST BE SHOWN TO HAVE: 31. SUBMIT A CHECK IN THE AMOUNT OF THE CURRENT FINAL PLAT REVIEW FEE(CONTACT PLANNER mspred LivatXe Places ON DUTY,AT 503-716-2421) 2. PRIOR TO COMMENCING ANY SITE WORK,THE APPLICANT MUST PROVIDE A FEE TO COVER THE • 27-FOOT FROM CENTERLINE RIGHT OF WAY DEDICATION CITY'S COST OF COLLECTING AND PROCESSING THE INVENTORY DATA FOR THE ENTIRE URBAN • 24-FOOT MINIMUM FROM CENTERLINE ASPHALT CONCRETE PAVEMENT MEETING CITY OF 32. PRIOR TO FINAL PLAT APPROVAL,THE APPLICANT MUST SUBMIT TO THE ENGINEERING DIVISION FORESTRY PLAN(URBAN FORESTRY MANUAL,SECTION 11, PART 3).THIS FEE AMOUNT WILL BE TIGARD THE FINAL SIGHT DISTANCE CERTIFICATION INDICATING THAT SIGHT DISTANCE IS STILL FOR 10 NEWLY PLANTED OPEN GROWN TREES AND 13 EXISTING STAND TREES. ADEQUATE. LOCAL STREET CROSS SECTION 3. PRIOR TO COMMENCING ANY SITE WORK,THE APPLICANT MUST PROVIDE A TREE ESTABUSHMENT • CURB AND GUTTER 33. PRIOR TO FINAL PLAT APPROVAL, PROVIDE AUTOCAD FILES OF THE AS-BUILT DRAWINGS. BOND THAT MEETS THE REQUIREMENTS OF THE URBAN FORESTRY MANUAL, SECTION 11, PART 2. • 5-FOOT PLANTER THIS BOND AMOUNT WILL BE FOR 10 NEWLY PLANTED OPEN GROWN TREES TOTAL. • 5-FOOT CONCRETE SIDEWALK • 8-FOOT PUBLIC UTILITY EASEMENT(PUE) 4. THE PROJECT ARBORIST MUST PERFORM SEMIMONTHLY(TWICE MONTHLY)SITE INSPECTIONS • STREET TREES IN THE PLANTER STRIP SPACED PER TDC REQUIREMENTS FOR TREE PROTECTION MEASURES DURING PERIODS OF ACTIVE SITE DEVELOPMENT AND • STREETLIGHTS AS RECOMMENDED FROM THE APPROVED PHOTOMETRIC ANALYSIS CONSTRUCTION, DOCUMENT COMPLIANCE/NON-COMPLIANCE WITH THE URBAN FORESTRY PLAN, • STORM DRAINAGE IMPROVEMENT MEETING CWS DESIGN AND CONSTRUCTION STANDARDS AND SEND WRITTEN VERIFICATION WITH A SIGNATURE OF APPROVAL DIRECTLY TO THE PROJECT • UNDERGROUND UTILITIES PLANNER WITHIN ONE WEEK OF THE SITE INSPECTION. • STREET STRIPING, SIGNS, NAMES AND TRAFFIC CONTROL DEVICES MEETING THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES AND THE CITY OF TIGARD STANDARDS 6. PRIOR TO SITE WORK,THE APPLICANT MUST PROVIDE A REVISED PLAN SHOWING ONE ADDITIONAL • PLANTER CAN BE ELIMINATED AND 6-FOOT CONCRETE SIDEWALK CAN BE PROVIDED WHERE STREET TREE(FOR A TOTAL OF EIGHT STREET TREES)OR PAY INTO THE TREE FUND FOR ONE CROSSES THE VEGETATED CORRIDOR STREET TREE. 15. PRIOR TO COMMENCING SITE IMPROVEMENTS, SUBMIT SITE PLANS AND A FINAL STORM DRAINAGE 6. PRIOR TO SITE WORK,THE APPLICATION MUST PROVIDE A REVISED TREE PRESERVATION AND REPORT AS PART OF THE PFI PERMIT INDICATING HOW RUN-OFF GENERATED BY THE REMOVAL SITE PLAN WITH THE FOLLOWING SIGNATURE BLOCK AND SIGNATURE BY THE PROJECT DEVELOPMENT WILL BE COLLECTED, CONVEYED,TREATED AND DETAINED TO ENGINEERING LANDSCAPE ARCHITECT: DIVISION FOR REVIEW AND APPROVAL. THE STORM DRAINAGE REPORT MUST BE PREPARED AND INCLUDE A MAINTENANCE PLAN IN ACCORDANCE WITH CWS DESIGN AND CONSTRUCTION A SIGNATURE OF APPROVAL AND STATEMENT FROM THE PROJECT ARBORIST OR LANDSCAPE STANDARDS AND THE CITY OF TIGARD STANDARDS. ARCHITECT,ATTESTING THAT THE TREE PRESERVATION AND REMOVAL SITE PLAN MEETS ALL OF THE REQUIREMENTS IN SECTION 10, PART 1 OF THE URBAN FORESTRY MANUAL 16. PRIOR TO COMMENCING SITE IMPROVEMENTS, THE APPLICANT MUST OBTAIN A CWS J STORMWATER CONNECTION AUTHORIZATION PRIOR TO ISSUANCE OF THE CITY OF TIGARD PFI 7. PRIOR TO SITE WORK,THE APPUCATION MUST PROVIDE A REVISED SUPPLEMENTAL REPORT WITH PERMIT. PLANS MUST BE SUBMITTED TO THE CITY OF TIGARD FOR REVIEW. THE CITY WILL THE FOLLOWING SIGNATURE BLOCK AND SIGNATURE BY THE PROJECT LANDSCAPE ARCHITECT: FORWARD PLANS TO CVIS AFTER PRELIMINARY REVIEW. > } WI A SIGNATURE OF APPROVAL AM)STATEMENT FROM THE PROJECT ARBORIST OR LANDSCAPE 17. PRIOR TO COMMENCING OF SITE IMPROVEMENTS,SUBMTT SITE PLANS AS PART OF THE PFI PERMIT H D Ct ARCHITECT,ATTESTING THAT THE SUPPLEMENTAL REPORT MEETS ALL OF THE REQUIREMENTS IN SHOWING THE PROPOSED SANITARY SEWER SYSTEM AND ASSOCIATED FACILITIES TO BE Ct z 0- SECTION 10,PART 3 OF THE URBAN FORESTRY MANUAL DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE CITY OF TIGARD AND CWS DESIGN AND W CONSTRUCTION STANDARDS. en w > O 0- B. IMPROVEMENTS ASSOCIATED WITH PUBLIC INFRASTRUCTURE INCLUDING STREET AND RIGHT OF Q Q WAY DEDICATION, UTILITIES, GRADING, WATER QUALITY AND QUANTITY FACILITY,STREETLIGHTS, 18. PRIOR TO COMMENCING SITE IMPROVEMENTS, SUBMIT SITE PLANS AS PART OF THE PFI PERMIT w w EASEMENTS, EASEMENT LOCATIONS,AND UTILITY CONNECTION FOR FUTURE UTILITY EXTENSIONS SHOWING ALL PROPOSED AND/OR EXTENSIONS OF PUBLIC WATER LINES, HYDRANTS AND WATER u = CCMUST BE DESIGNED IN ACCORDANCE WITH THE FOLLOWING CODES AND STANDARDS: SERVICES TO BE DESIGNED IN ACCORDANCE WITH THE CITY OF TIGARD STANDARDS TO o r 0 F 0 ENGINEERING FOR REVIEW AND APPROVAL. w •CITY OF TIGARD PUBLIC IMPROVEMENT DESIGN STANDARDS 0_ ~CO (I) •CLEAN WATER SERVICES (CWS)DESIGN AND CONSTRUCTION STANDARDS 19. PRIOR TO COMMENCING SITE IMPROVEMENTS, THE APPLICANT WILL BE REQUIRED TO PROVIDE Q Z •TIGARD COMMUNITY DEVELOPMENT CODE, MUNICIPAL CODE WRITTEN APPROVAL FROM TVF&R FOR FIRE FLOW, HYDRANT PLACEMENT,AND EMERGENCY 0 CI) 0 O •TUALATIN VALLEY FIRE AND RESCUE(TVF&R)FIRE CODES VEHICULAR ACCESS AND TURN AROUND. D O E- •OTHER APPLICABLE COUNTY, STATE,AND FEDERAL CODES AND STANDARD GUIDELINES Z CO 20. PRIOR TO COMMENCING SITE IMPROVEMENTS,AN EROSION CONTROL PLAN MUST BE PROVIDED O 7 9. IMPROVEMENTS ASSOCIATED WITH PUBLIC INFRASTRUCTURES INCLUDING STREET AND RIGHT OF AS PART OF THE PUBLIC FACILITY IMPROVEMENT PERMIT DRAWINGS. THE PLAN MUST CONFORM 0 WAY DEDICATION, UTILITIES, GRADING, WATER QUALITY AND QUANTITY FACILITY,STREETLIGHTS, TO THE'CWS EROSION PREVENTION AND SEDIMENT CONTROL DESIGN AND PLANNING r Z EASEMENTS, EASEMENT LOCATIONS,AND UTILITY CONNECTION FOR FUTURE UTILITY EXTENSIONS MANUAL'(CURRENT EDITION)AND SUBMITTED TO CITY OF TIGARD WITH THE PFI PLANS. O ARE SUBJECT TQ THE CITY ENGINEER'S REVIEW, MODIFICATION,AND APPROVAL. 21. PRIOR TO COMMENCING SITE IMPROVEMENTS,A FINAL GRADING PLAN MUST BE SUBMITTED U 10. PRIOR TO COMMENCING SITE IMPROVEMENTS,A PUBLIC FACILITY IMPROVEMENT(PFI)PERMIT IS SHOWING THE EXISTING AND PROPOSED CONTOURS. THE PLAN MUST DETAIL THE PROVISIONS REQUIRED FOR THIS PROJECT TO COVER ALL INFRASTRUCTURE WORK INCLUDING STORMWATER FOR SURFACE DRAINAGE OF ALL LOTS,AND SHOW THAT THEY WILL BE GRADED TO INSURE THAT WATER QUALITY AND QUANTITY FACILITIES AND ANY OTHER WORK IN THE PUBLIC RIGHT-OF-WAY. SURFACE DRAINAGE IS DIRECTED TO THE STREET OR A PUBLIC STORM DRAINAGE SYSTEM m FOUR(4)SETS OF DETAILED PUBLIC IMPROVEMENT PLANS MUST BE SUBMITTED FOR REVIEW TO APPROVED BY THE ENGINEERING DIVISION. THE ENGINEERING DEPARTMENT. AN ENGINEERING COST ESTIMATE OF IMPROVEMENTS ASSOCIATED WITH PUBUC INFRASTRUCTURES INCLUDING BUT NOT LIMITED TO STREET, STREET 22. THE DESIGN ENGINEER MUST INDICATE,ON THE GRADING PLAN,WHICH LOTS WILL HAVE NATURAL GRADING, UTILITIES, STORMWATER QUALITY AND WATER QUANTITY FACILITIES,SANITARY SEWER, SLOPES BETWEEN 10 PERCENT AND 20 PERCENT,AS WELL AS LOTS THAT WILL HAVE NATURAL STREETLIGHTS,AND FRANCHISE UTILITIES ARE REQUIRED AT THE TIME OF PFI PERMIT SUBMITTAL. SLOPES IN EXCESS OF 20 PERCENT. THIS INFORMATION WILL BE NECESSARY IN DETERMINING IF w WHEN THE WATER SYSTEM IS UNDER THE CITY OF TIGARD JURISDICTION,AN ENGINEERING COST SPECIAL GRADING INSPECTIONS AND/OR PERMITS WILL BE NECESSARY WHEN THE LOTS DEVELOP. o ESTIMATE OF WATER IMPROVEMENT MUST BE LISTED AS A SEPARATE LINE ITEM FROM THE TOTAL -- o COST ESTIMATE. NOTE:THESE PLANS ARE IN ADDITION TO ANY DRAWINGS REQUIRED BY THE 23. PRIOR TO COMMENCING SITE IMPROVEMENTS, SUBMIT AUTOCAD FILE OF THE CONSTRUCTION > r BUILDING DIVISION AND SHOULD ONLY INCLUDE SHEETS RELEVANT TO PUBLIC IMPROVEMENTS. PLAN TO THE CITY FOR GIS PURPOSES. a E PUBLIC FACILITY IMPROVEMENT PERMIT PLANS MUST CONFORM TO CITY OF TIGARD PUBLIC IMPROVEMENT DESIGN STANDARDS,WHICH ARE AVAILABLE AT CITY HALL AND THE CITY'S WEB 24. PRIOR TO FINAL PLAT,THE WETLAND AND ITS ASSOCIATED VEGETATED CORRIDOR, SHOWN AS w v PAGE(WWW.TIGARD-OR.GOV). TRACT A,WILL BE PLACED IN A TRACT(NON-BUILDABLE)AND PROTECTED THROUGH A ¢o CONSERVATION EASEMENT. o m 11. PRIOR TO COMMENCING SITE IMPROVEMENTS,SUBMITTAL OF THE EXACT LEGAL NAME,ADDRESS �/ 1? AND TELEPHONE NUMBER OF THE INDIVIDUAL OR CORPORATE ENTITY WHO WILL BE DESIGNATED 25. PRIOR TO FINAL PLAT APPROVAL,ALL IMPROVEMENTS ASSOCIATED WITH PUBLIC Z g AS THE•PERMITTEE•,AND WHO WILL PROVIDE THE FINANCIAL ASSURANCE FOR THE PUBUC INFRASTRUCTURES INCLUDING BUT NOT LIMITED TO STREET IMPROVEMENT UNDER THE CITY OF w IMPROVEMENTS. FOR EXAMPLE,SPECIFY IF THE ENTITY IS A CORPORATION, UMITED TIGARD JURISDICTION MUST BE CONSTRUCTED, COMPLETED AND/OR SATISFIED. THE APPLICANT 9 PARTNERSHIP, LLC, ETC. ALSO SPECIFY THE STATE WITHIN WHICH THE ENTITY IS INCORPORATED MUST OBTAIN CONDITIONAL ACCEPTANCE FROM THE CITY,AND PROVIDE A ONE-YEAR G AND PROVIDE THE NAME OF THE CORPORATE CONTACT PERSON. FAILURE TO PROVIDE MAINTENANCE ASSURANCE FOR SAID IMPROVEMENTS. g ACCURATE INFORMATION TO THE ENGINEERING DEPARTMENT WILL DELAY PROCESSING OF y PROJECT DOCUMENTS. 26. PRIOR TO FINAL PLAT APPROVAL,ALL PUBLIC UTILITY FACILITIES INCLUDING BUT NOT LIMITED TO w STORM DRAINAGE,WATER QUALITY AND QUANTITY, SANITARY SEWER,WATER,GAS, ELECTRICAL, y 12. PRIOR TO COMMENCING SITE IMPROVEMENTS,THE APPLICANT MUST PROVIDE A CONSTRUCTION COMMUNICATION,AND WIRELESS MUST BE COMPLETED. PUBLIC STORM WATER QUALITY AND o VEHICLE ACCESS AND PARKING PLAN FOR APPROVAL BY THE CITY ENGINEER. THE PURPOSE OF QUANTITY FACILITIES MUST BE PROVIDED WITH THREE(3)YEARS OF MAINTENANCE. THIS PLAN IS FOR PARKING AND TRAFFIC CONTROL DURING THE PUBLIC IMPROVEMENT p CONSTRUCTION PHASE. ALL CONSTRUCTION VEHICLE PARKING MUST BE PROVIDED ONSITE. NO 27. SUBMIT FOR CITY REVIEW FOUR(4)PAPER COPIES OF THE FINAL PLAT PREPARED BY A LAND ��ifelFie d� CONSTRUCTION VEHICLES OR EQUIPMENT WILL BE PERMITTED TO PARK ON THE ADJOINING SURVEYOR LICENSED TO PRACTICE IN OREGON,AND NECESSARY DATA OR NARRATIVE. e, RESIDENTIAL PUBLIC STREETS. CONSTRUCTION VEHICLES INCLUDE THE VEHICLES OF ANY �,, ,, ^„, m, S CONTRACTOR OR SUBCONTRACTOR INVOLVED IN THE CONSTRUCTION OF SITE IMPROVEMENTS 28. THE FINAL PLAT AND DATA OR NARRATIVE MUST BE DRAWN TO THE MINIMUM STANDARDS SET Steven Harrison q.:6•o,m•„•,a.m w OR BUILDINGS PROPOSED BY THIS APPLICATION,AND MUST INCLUDE THE VEHICLES OF ALL FORTH BY THE OREGON REVISED STATUTES(ORS 92.05),WASHINGTON COUNTY,AND BY THE CITY OBl C0N$ SUPPLIERS AND EMPLOYEES ASSOCIATED WITH THE PROJECT. OF TIGARD. ��ct a w VOL° a 13. PRIOR TO COMMENCING SITE IMPROVEMENTS,THE APPLICANT MUST PROVIDE ENGINEERING 29. FINAL PLAT WILL INCLUDE SIGNATURE LINES FOR THE CITY ENGINEER AND COMMUNITY DIVISION A PHOTOMETRIC ANALYSIS FOR THE REVIEW AND APPROVAL. NEW LED STREETLIGHTS DEVELOPMENT DIRECTOR. NOTE: WASHINGTON COUNTY WILL NOT BEGIN THEIR REVIEW OF THE EXPIRES C6-'0-2021 ARE REQUIRED BASED ON THE PHOTOMETRIC ANALYSIS;THE APPLICANT MUST SUBMIT PLANS FINAL PLAT UNTIL THEY RECEIVE NOTICE FROM THE ENGINEERING DEPARTMENT INDICATING THAT •' SHOWING THE LOCATION OF STREETLIGHTS AND TYPE AND COLOR OF POLE AND LIGHT FIXTURE THE CITY HAS REVIEWED THE FINAL PLAT AND SUBMITTED COMMENTS TO THE APPLICANT'S 3 FOR REVIEW AND APPROVAL. SURVEYOR. i DATE: 11115119 9.2 coz DESIGN: SDH m 0- DRAWN: LDBU as v N N N N SHEET NO ih N BB G2 PROJECT NO. DEVL0000-0014 O a O4 I 1 1 o f �MES T DAVID EVANS iI �d N ANDASSOCIATES INC. Ir I o I rn Q �, EK 1- 0 I 1- 0 I ~ LOT 8 Na ARE Portland2100 r River Oregon9720'1 r arkway � I 1 SAN MH F P`N I Phone: 503.223.6663 III 1 RIM 154.92' / SIDEWALK IE. 8 N 147.42' I I I IPOWER AULT r A�39 ,,ram . } 1 ----- mar y _ I TRACT C / l TRac DESIGN STUDIO I .2 f 6' H WOOD �- N SB'54'4&' E : 216.92' su ed�.a STUDIO • ,2 L3_ .-- L4 - :� A-18 ,I I . 11,10017 LEGEND ,!�I A .el1:4.� €v8 So CITY OF TIGARD BENCHMARK /1. t7./*apt POE #1297 I mos cam mime ; '�t• 7�4* A-17 / I / ■ CATCH BASIN I CII 1 I EDGE OF PAVEMENT 152, - I��j�i�:I��#„Iv-•,4 r PLOT a illy I / COD R CLEANOUT m i I !y►�'��i IL•A=� '� /i DS o DOWN SPOUT VE1LAND BUFFER ���I�J*+I���7?�fr. I4 i' Ili ID' FROY TOP OF BANK f''' �(►`i i•N *:;•[+ g 911LPL4T 1 Iitli / ' FIRE HYDRANT I �ti �A , . f,Ti 0 L— i' • FOUND 5/8" IRON ROD EDGE OF PAVEMENT I r ($��i'�+1j�`-� / I �'" [� WATER METER r PLOT 8& ri, / ;� 4.�{` 'y�i+ / ORDINARY HIGH WATER -� ® RISER I II ; / `' ''# 1.1 �.J F/'~ I SIGN i CWS p&RIDOR, $4ftJJ � -13 R FLOOD ELEVATION I-Ig U, �� CONIFEROUS TREE rj ea 44", .*wf+ Cal 1I N II I i t: . �' A UNE TABLE `t ►� , a..1 I I oo . Lr! 40 DECIDUOUS TREE • 1�t�� ,,�,;a� I UNE LENGTH BEARING 40' � 7 ( t. �i,/,figk I u' j U L1 10.14 S89'38'53"E UTILTY POLE I 4. 4 AL PLOT 5 Y L2 30.06 S89'S9'56'E y1y• WATER VALVE 1 \ 4,444, w L3 24.80 S89'48'27'E MANHOLE z �' i► 9 I I LEI L4 28.00 N89.51'39"EO Q_ t ! i � �, 0 I I U CB CATCH BASIN J �'� �� ����` SAN MH Gm GAS METER 1-5- N ���� o it II a RIM 126.77' LU d' ro I 'i► �� 8 �� rir - IE. SW IN IL INVERT ELEVATION H D (�l I ' Io r r .k ;�} J , II Q BOTTq,1 SE 111.87' SAN MH SANITARY MANHOLE w z EDGE OF PAVEMENTS 1 1 I l WE7LANo BURR �+1�.?y� - 7 II L� LLJ z 0 \(�, . FROM TOP OFk •�,j� �oT 3-...."�, • STM MH STORM MANHOLE '`� j j,144S\s,t� _ II SENSITIVE LANDS TABLE wu WATER METER a- < O w w 1, 1 •,A `4 "•� •:.,!'•E,• STRU Y O W I- 6w _ L w/ WITH• L/DS ) �� I"<"ti�tt HO` - . ` � 0. II SAN MH 100—YR FLOOD PLAIN AREA 48,192 SF w �/ F Q 10 1� �. D B ,i, bi ►'�,g„H� k.►, � �I I it RIM 128-18' CO F r (I 'ilk. 2 r i � . L�f IE NW IN SLOPES EXCEEDING 25% AREA 12.888 SF G GAS TONE MARK a N- w Z I I �'-,.F!'r . .rtW77 ., i ,7:4 . S IE SE OUT W O �Hp— OVERHEAD POWER LINE CI) U f� � �� �� sorrow 107.09' DRAINAGE WAY AREA 5,587 SF > Q I =I E • 'AVE 2. SENc4+►}L.r+♦• . ��r{.,� J•__-ts, - .— _ �GP UNDERGROUND POWER TONE MARK CO 0 �.711 : J �°a-- ", ORDINARY I 'L WETLANDS AREA 43,413 SF 443 W WATER TONE MARK Q S ~ Z I n �EAq !/ ,'��++►`M; 1���0!r ►y -i J �_ 31g.76 —HIGH WATFR SAN MH I P. I ' ,r/ :i���►lyj� �S. r Q��j2" W _ ~ — - - EDGE OF ROAD z RIM 145.89' 5.1 /it �� 5 of GREEK I o — PROPERTY LINE IE. 10' S 135.73' I o tichk1!M �;� .:... ../..• - -- _I — IE. 10" N 135.73' '� NI 'g, — ORDINARY HIGH WATER CO IE 12' NE135.51' ► +•it �� WETLAND BOUNDARY X CB C'.: r EDGE OF CREEK I I LU GRATE 145.25' Vim ••V K' _. P� —" - — 100-YEAR FLOOD PLAIN IE. 10" S 142.95' 0 Crf'I� SAN MH l ?\, - - / IE. 134.741 RIM 140.68' I I QN c — — CWS APPROVED VEGETATED CORRIDOR BOUNDARY . / I IE. 12" NW 125_74' \'`\ S.W. BOND ST. �1 IE. 1Y E 125.54' I �C /oAg I I�\\\\\ IE. 10" W 133. 4'' I Q P l \ SLOPES GREATER THAN 25% STM UHr. �ti . 77 I- IE. 12' SW 125.42' I\C3° I RIM 146.33 PARCEL 1 IE 24' NE 139.48' , IE if NW 139.631 , �Q' I PARCEL 1 I PARCEL 2 IE. 24' W 139.84' --- 4 .,\ Q I NOTES: — —PoM SAN MH5 `� i I ��\.�O\" ��1p0 Q P Cr 1. ELEVATIONS BASED ON THE CITY OF TIGARD NI IE S 136.75' ,- BENCH MARK Na 173 ELEVATION - 148.39' IE 10' W 136.55' % I I - - - - I LOCATED AT THE SOUTHWEST CORNER OF IE. 10' N 136.43' I- EDGE Of PAVEMENT I I+ o S.W. 76TH AVE. AND S.W. BOND ST. + I 1 1 I I I I 2. AREA-2.14 ACRES G Q I PARCEL 2 C toI oIL y #1295 I iiH-I EDGE OF PAVEMENT W/6 DROPS WV" I I ✓ V I 6 il IF _ _ _ _ _ _ _ _ — 0 I _ _ _ _ _ ____ _ _ _ _ _ S-- — — — ca 9. 19449PE 0 oS Steven Harrison eoas„ ,,,a•.Vo= r. oB�cwN o �1 ye// 2 LL '2 EXPIRES C6-30-2021 a 6 C SAN MH DATE: 1'1115?'19 RIM 149.99' IE. - G DESIGN: SDH � � 1t W L. m m IE. N 136.64' I DRAWN: LOBO - O EXISTING CONDITIONS PLAN da ,:,H SCALE: '1"=40' O4 N O N 0 SHEET raa. H ;, 0 20 40 ilil 9m Svc OO SCALE: 1" = 40' 0. v PROJECT NO. DEVL0000-0014 I l a ��j 1 W \A a O Hal t� �0`�� } LEGEND I I +�J C` DAVID EVANS i I I I I > LOT S CFI 9 CITY OF TIGARD BENCHMARK ANoASSOCIATES INC. I 0 1 O I 0 NCI • CATCH BASIN A .a,.,' SAN MH [ r• ODo CLEANOUT PoOrtland Oregon Iarkway I I '22" RIM 154.92' cis 0 DOWN SPOUT Phone: 503.223.6663 IE. 8" N 147.42' I I I I 1 17 FIRE HYDRANT 1 1 ao/- POWER VAULT i TRACT C • FOUND 5/B" IRON ROD --�-- f PROPERTY LINE TABLE ® WATER METER DESIGN STUDIO 7 ROW DEDICATION .� I I TRACT E,,, u, insured LlvabH Races 8 I I N 89�54'48" E nil- . N 89'54'46" •E ' 216.92' PROPERTY UNE Length BEARING ® RISER a 7 10O.a0' - l� --�1 L1 5.00' N89' 54' 46"E is SIGN PROPOSED 4T y W w .] ° • " r WETLAND FLAG ROW a�1j;; I a� w 1 L2 7.74' N00' 12' 14 E A. WETLAND PLOT 117,1 I o PGE #12971• q I LOT #1 a g • VEGETATED CORRIDOR : 4UNDARY ALtn I L3 5.75' N44' 25' OS'E EXIST. 40' �� I 5000 g � 00114 o . " •I L4 20.39' N13' 33' 01"E a0 CONIFEROUS TREE 0 DECIDUOUS TREE Z I Z °' Ilil . t I L5 18-44' N06' 01' 19"W ROW L L " . • NW ill UTILITY POLE rP //, -_-�N 89 54'46_E' //r. r r -,y,9 -•- -� L� 4 + allA I L6 3.28' N06' 01' 19"W vry. WATER I Nia. -� L7 14.04' NO2' 04' 50"EII MANHOLE ALVE Li INI$ LOT #2I LB 13-33' N21' 1T 05"W 11 etc? 4474 SF 1 DRAINAGE WAY CB CATCH BASIN < � (FANNO CREEK) Ii•� L9 22.38' N25' 04' 25'E CN GAS METER �i1 D • +� 1. " lE INVERT ELEVATION m I z / L--`N � '�. E� D ' ` 0 1 . /, L14 25.36' N25' 44' S6"E MN SANITARY MANHOLE - - - I L11 32.32 NO5' 03' 28 W I II r----813.28'_-- SBA IAH STORM MANHOLE w ; ¢ L12 8.65' NOS' 03' 28 W ® WATER METER • "� 100-YR FLOOD ELEVATION i t- I"- ' I• I I t LOT #3 t •�� 131.6' / O �• L13 8.91' N32' 04' 12"E W7 WITH g �o 4447 SF ° / Ia Q L14 14.39' N18' 18' 41"E G GAS TONE MARK IC WETLAND BOUNDARY IFn t L15 26.31' N01' 38' 34'E ------0ip OVERHEAD POWER LINE A JII -.N 8934'48" E- GO � W Lk] -uapr UNDERGROUND POWER TONE MARK Q ="1 53.64' I i� CC ( ) w WATER TONE MARK z IIIr. W ail 1. TRACT A I I� ,0 Q w " L /� ' ° I _ EXISTING PROPERTY LINE - Pli 7 W W Z I PROPOSED PROPERTY UNE O . O J Q I 1 y Na LOT #4 / I I Y Q W I 1 ^: ES 4172 SF 1 W - • •. •••- 100-YEAR FLOOD PLANE F 0 = W �/ C , I / I W WETLAND BOUNDARY w IY O P C ?G! Z ° JY o CL (JD r IU SANMH - - DRAINAGE WAY (ORINARYHIGH WATER) a ti z' _ N89's4'46- E i ( RIM 126.7T PROPOSED LOT _r: 75.68 ; DRAINAGE WAY -+� ---�� IE. SW IN o CL Jo- I r I I I (FANNO TRIBUTARY OHM) i IE. SE OUT PROPOSED BUILDING ENVELOPE ~ I Ifru,/ I �#5 , V +-� ,� II .cL BOTTOM 111.87' Q4. -! I , I IL88 0 w / Lt_ CW5 APPROVED VEGETATED CORRIDOR BOUNDARY z 0 i I I �` ".1"? j s/1� 1 AI ER REVISIION LS LEETTTER DATED AUGUSTIER DATED R 14.20. 2007. WT}I r CO 11 II 8N L_ c r. - J J y .1_ �~ l I 1_ki III z %�///. O ' S �_-lJf _� SAN MH A�'S5 / ..o"" IE. NW IN I N �- 45 ,� J // �-��^ :::::::::: .+r�"""'"+� IE. SE OUT 69 0 o s`,141$it : i',/ } -� -,,n.r+ • ! \\ BOTTOM 107.09' en 1 _%I \ VEGETATED CORRIDOR BOUNDARY /� l �r + I \\ 4111:40 , . . . � �_rr -_ I \\ QO riso /�__� W .. 1g 7� 10 SANITARY SEWER EASEMENT UNE M } '• ' - SAN MH I I I 1 I �� S 6 2Q.32 ' /--- RIM 145.89' I I I I -� IE. 10 S 135.73 I --- " LOT TABLE SHEET NOTES 0 IE. 10 N 135.73 I I, , � c. s IE. 12" NE 135.51' 1 I 41�r` _`=�7 1 I LOT 1: 5,000 SF 1. BUILDING ENVELOPE PROVIDES 15' FRONT AND o/ CBIIII III I 1 f ! �C`> �''� II ILOT : 4,944 SF REAR YARD SETBACK AND 5' SIDE YARDo 1 LOTLOT #3: 4,475SF2 SF SETBACK. GRATE 145.25' 5o IE. lO" S 142.95' / I -es IE 13474' RIM 140.69'it: 7SAN MH ��� I -- _- LOT TOTALLOTAREJI:: 5.810 SF 2.25,08 SF FROMING TOP OFELOPE SOPES SETBACK A MINIMUM 35' ctr -- --- /'� 4AI '> ' 1 I IE. 12" NW 125.74' \fl� w S.W. BOND ST. I V IE. 12" E125.54' I , t'�AC AAGE LOT SIZE 5,010 SF 3. TRACT 'A' HAS BN ESTABLISHED AS REQUIREDw IE. l0W133.79' iBY CLEAN WATER SERVICES. L. I I MINIMUM LOT SIZE: 4,475 SF STMMTH - - -•Ma,,<< I n IE. 12" SW 126.42'RIM T46.33 ITAII PARCEL 1 2 IE. 24" NE 139.48' - • I I I 1" 4 t x�r p IE. 12" NW 139.63' r° II I \ N I PARCEL 1 I PARCEL 2 ° d� s IE. 24" W 139.84' Q 1 o -- -- II oymm,sgnmciaro.-n xams<° 1 I \ � 4° H 1 Steven Harrison trm>>;>..x, ,,xzn .r RIMS46.M5' I Il ��\ �'"� I DENSITY CALCULATIONS , � II .1.1 N t3� I IE. S 136.75' } C__ _....... AREA DESCRIPTION TOTAL AREA NET AREA OUTSIDE OF \'�i r D IE. 10" W 136.55' Q r 1-� -�! I cV (SF) OTHER SUBTRACTED AREAS (SF) IE. 10" N 136.43' Iyk-1 1 I p TOTAL SITE AREA 83.480 EXPIRES C6-30-2021 IF) I I I SUBTRACT LAND WAN 100-YR FLOOD PLAIN 46,192 I a I I I I I I SUBTRACT STEEP SLOPES EXCEEDING 25% 12,9138 10,770 DATE: 1 111 512 01 9 PARCEL 2 I I I SUBTRACT LAND WAN DRAINAGE WAYS 5,587 68 DESIGN: SDH "°° I t 1. 1 1 I I I SUBTRACT LAND W/IN PUBUC ROW 2,364 Z289 DRAWN: LOBO -- -- i I I I k I #1295 I NET DEVELOPABLE AREA: 34.161 SF 00 W/6 DROP 1 I MAXIMUM DENSITY 34,161/5,000 SF = 6.832 SHEET NO CV CV a 1 c 1 I I ___ MINIMUM DENSITY 34,161/5,0000.13 = 5.4 N N Ili 7, 1 IIC -- --�-- --�-- U iE 5 � fiiE 1 o° 0. W. SCALE 9" = i_r PROJECT NO. DEVL0000-0014 GENERAL NOTES - GRADING PLAN PERMITS HIGH POINT ELEV - 159.95 Q HIGH POINT STA = 1+00.28 0 0 1. THIS GRADING PERMIT IS NOT TO BE CONSTRUED AS FINAL APPROVAL PVI STA = 1+27.07 Cr SITE GRADING, EMBANKMENT OR STRUCTURAL FILL WORK; IT PVI ELEV = 160.23 DAVID EVANS MERELY PROVIDES FOR INITIATION OF WORK AND IS SUBJECT TO A.D. = -5.1500 CHANGE PENDING CITY APPROVAL OF THE ENTIRE K - 15.534D ANo ASSOC I AT ES INC. CONSTRUCTION-DEVELOPMENT PLAN SET. LEGEND 2. SPREADING OF MUD OR DEBRIS UPON ANY PUBUC ROAD IS t 84.OD' VC I 2100 SW River Parkway PROHIBITED. THE CITY MAY ORDER STOPPAGE OF WORK TO EFFECT I MINIMUM AASHTO K VALUE FOR ' " S CITY OF TIGARD BENCHMARK Portland Oregon 97201 CORRECTIVE ACTION, AT ANY TIME. 25 MPH DESIGN SPEED IS 12 Phone: 503.223.6663 3. EFFECTIVE EROSION CONTROL, DUST CONTROL, AND DRAINAGE HT: CATCH BASIN CONTROL IS REQUIRED AT ALL TIMES. THE CITY MAY ORDER ro STOPPAGE OF WORK TO EFFECT CORRECTIVE ACTION, AT ANY TIME. of N N ° CO CLEANOUT 4. EMBANKMENTS OR STRUCTURAL FILLS FOR ROADWAY CONSTRUCTION " Oh I a,_ b__ n DESIGN STUDIO OR FILLS TO BE CONSTRUCTED ON BUILDABLE LOTS SHALL BE m tO JI—N ' w - ° OS DOWN SPOUT QUO W J S (tx vred LivatXe paces CONSTRUCTED FROM EXCAVATED MATERIALS ACCEPTABLE TO THE U �o D M m + SOILS ENGINEER AND SHALL BE BROUGHT TO GRADE IN UFTS NOT TO > m u+ - tL m + r w t7 FIRE HYDRANT EXCEED 8" LOOSE MEASURE. EACH UFT SHALL BE COMPACTED TO 90 m zir z > PERCENT OF MAXIMUM DENSITY AS OBTAINED BY AASTHO T-180 w Id°iS w g w 1) SIGN COMPACTION TEST. mom EXIST. BARRIER. 5. STRUCTURAL FILLS SHALL COMPLY WITH CHAPTER 7OAPPENDIX0.85% _ CONIFEROUS TREE CHAPTER 33 OF THE UNIFORM BUILDING CODE CONSTRUCTION ON 1G0 .- - -- 43- - EXISTING SLOPES GREATER THAN 5:1 SHALL BE ACHIEVED BY r- DECIDUOUS TREE r PROPOSED GRA E �' EXIST. TREE TO BE REMOVED BENCHING INTO THE EXISTING BANK A MINIMUM OF TEN FEET. IF THE 1- _ EXISTING GRAD -t_ AT CENTERLINE BENCH EXPOSES SAND SOIL AN UNDERDRAIN MUST BE PROVIDED. ___- THE UNDERDRAIN, IF REQUIRED, WILL BE CONSTRUCTED BY LYING AT CENTERUN __ INSTALUNG NONWOVEN FILTER FABRIC, EQUIVALENT TO EXXON GTF J .� - _ 0g SAN MN SANITARY MANHOLE 12500, ALONG THE BOTTOM OF THE STARTING BENCH, THEN PLACING PROPOSED GU R 16' STM MH STORM MANHOLE A SIX INCH LAYER OF 1}i - 3/4 DRAIN ROCK, AND FINALLY s COVERING THE DRAIN ROCK WITH THE NONWOVEN FILTER FABRIC. ` LT OF CENTER 1NE _-- ___ SUCCESSIVE BENCHES WILL BE CONSTRUCTED WITH VERTICAL FILL v WATER METER BETWEEN TWO TO FIVE FEET AND BE COMPACTED IN LAYERS NOT TO END OF ROAD EXCEED 8 INCHES. EACH 8-INCH LAYER SHALL BE COMPACTED TO A EXIST. AC CURB W/ WITH MINIMUM OF 90 PERCENT AASHTO T-180 DENSITY. THE FILL SLOPES SHALL NOT EXCEED 2:1 AT FINISH GRADE. NO ROCK OR SIMILAR - CENTERLINE MATERIAL EXCEEDING A 12-INCH DIAMETER SHALL BE ALLOWED IN THE 13 - - - - EASEMENT STRUCTURAL FILL. 6. THE GEOTECHNICAL ENGINEER FOR STRUCTURAL FILL SHALL BE EXISTING PROPERTY UNE NOTIFIED 24 HOURS IN ADVANCE, BY THE CONTRACTOR, OF STARTING BENCHWORK TO DETERMINE THE NEED FOR AN UNDERDRAIN LAYER PROPOSED PROPERTY LINE 0AND TO VERIFY EXISTING CONDITIONS. - - 7. THE CITY SHALL BE PROVIDED WITH A COPY OF THE GEOTECHNICAL H ENGINEER'S REPORT/RECOMMENDATION CHANGES. i/w DRIVEWAY Z 8. IF SPRINGS OR GROUND WATER ARE ENCOUNTERED DURING w CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE SOILS AND CIVIL 0-3 STREET LIGHT ENGINEERS OF THE CONDITIONS FOUND AND COORDINATE HIS ACTIVITIES IN A MANNER THAT WILL ALLOW THE ENGINEERS TIME TO - EDGE OF PAVEMENT } LLI W ITI REVIEW THE SITUATION AND PREPARE A PLAN TO PROPERLY MGATE ~ W THE WATER ENCOUNTERED. POWER POLE Z O 9. THE CONTRACTOR SHALL HAVE THE SOILS ENGINEER TAKE r----1 LLJ LU Z COMPACTION TESTS. A MINIMUM OF THREE TESTS WILL BE REQUIRED L---J AC PAVEMENT O �/ FOR EACH 2 FEET OF FILL. Q C7 w 0_ Q 10. EXCAVATOR MUST COMPLY WITH ORS 757.541 THROUGH 757.571 t- O�/ 1 - -, - Ct (UTILITY PRE-NOTIFICATION, ETC.). w L_ H O 5 a_ coCOMPACTION REQUIREMENTS ccr-- p woil- i- ft STRUCTURAL LOT FILL; MINIMUM PERCENT COMPACTION REQUIRED-90%; NOTES a 0 Q W TEST METH c EOD REQUIRED TO DETERMINE MAXIMUM DENSITY-T-180; CIS w Z 1. LOCAL VEHICLE ACCESS TO THE � r:t Q FREQUENCY Cr DENSITY TESTING IN LOTS-8" UFTS 3 TEST FOR EACH 2 NEIGHBORHOOD MUST BE MAINTAINED DURING H FEET OF FILL CONSTRUCTION. ACCESS LANES SHALL BE z l7 0 a- SUFFICIENT TO PROVIDE FOR EMERGENCY ROAD SECTION - EMBANKMENT; MINIMUM PERCENT COMPACTION VEHICLE ACCESS. THE CONTRACTOR SHALL r a REQUIRED-90%, BELOW 3' OF SUBGRADE, 95% WITHIN 3' OF SUBGRADE; SUBMIT A DETAILED VEHICLE ACCESS PLAN TO TEST METHOD REQUIRED TO DETERMINE MAXIMUM DENSITY-T-99 OR THE CITY ENGINEER FOR APPROVAL PRIOR TO T-180; FREQUENCY OF DENSITY TESTING OF EMBANKMENT-8' UFTS 3 - L - 130' - L - L - - BEGINNING CONSTRUCTION. CO TESTS FOR EACH 2' OF EMBANKMENT. -0+50 0+00 0+50 1+00 1+50 2+00 2+50 2+75 D ROAD SECTION - SUBGRADE: MINIMUM PERCENT COMPACTION in REQUIRED-95%; PERCENT COMPACTION REQUIRED TO WHAT DEPT BELOW - SUBGRADE-1 FOOT; TEST METHOD REQUIRED TO DETERMINE MAXIMUM O S_W_ 76TH AVE PROFILE DENSITY-AASHTO T-99; FREQUENCY OF DENSITY TESTING OF SUBGRADE-AS NEEDED. SCALE H: 1"=20' cn SCALE V: 1 4' Co Co RR�QUIREDAD C 95X; TEST MEGATE BASE:ETHODS REQUIRENIMUM D TO E�RMINE MAXIMUM CENT C � ( "-�' '— KEYNOTES DENSITY-OSHD TM 106 OR T-99; FREQUENCY OF DENSITY TESTING OF (I -NF\AGGREGATE BASE-AS NEEDED. 1O PROVIDE MEDIUM TREE. 2" CALIPER WITH 16-25' p MATURE CANOPY. SEE SHEET L1 FOR DETAILS. ROAD SECTION - ASPHALT PAVEMENT: MINIMUM PERCENT COMPACTION w V V REQUIRED-92%; TEST METHOD REQUIRED TO DETERMINE MAXIMUM O PROVIDE 5' WIDE PLANTER STRIP. SEE SHEET L1 ¢ v DENSITY-OSHD 1).4 306; FREQUENCY OF DENSITY TESTING OF AGGREGATE i A -I\ O BASE-5 TESTS MINIMUM* AVERAGE DENSITY; FULL TIME INSPECTION OR FOR PLANTING DETAILS. 4 SPOT CHECKING OF COMPACTION-SPOT n , O3 , I A O STANDARDODETDEAIL 1DRIVEHAEY PER CITY OF TIGARD K. ��� ET C5. g UTILITY TRENCH BACKFILL• (BENEATH PAVEMENT OR SIDEWALK)MINIMUM w w CI 0 w `\ O o PERCENT COMPACTION REQUIRED FOR BEDDING-YO% MINIMUM PERCENT ': a COMPACTION REQUIRED FOR PIPE ZONE-90%; MINIMUM PERCENT Qo: ^ o . w ro r woo r- D w p ,_ \ j LFJ 4O PROVIDE CITY OF TIGARD STANDARD CURB AND Ed_ Lt1 o J am.. o w �,in o w a]J w on J p^ w O J 1� . GUTTER PER STANDARD DETAIL 126 SHEET C5. COMPACTION REQUIRED ABOVE PIPE ZONE-95%; TEST METHOD REQUIRED r:_ �`' a s° I� 02 N TO DETERMINE MAXIMUM DENSITY-T-99; DIFFERENT REQUIREMENT FOR $Q +^in z • o"� m H + ^ o•fl !,...0 +^ i + ^ 61 w n \ \ + N W PVC-NO; IN LANDSCAPE AREA-85%. a w rod u n+ a • /- ±ao c� a±® W oo W Nodes_ c� 0 + N \ 1t N U O PROVIDE CITY OF TIGARD STANDARD 5' WIDE 3 a <�._ ` \ SIDEWALK PER DETAIL 120, SHEET C5. y ADDITIONAL INFORMATION/COMMENTS; 'WHEN USING NUCLEAR GAUGE. TWO a y �� O N� $ coo in N� N� y i READINGS AT EACH SITE. THE SECOND AT RIGHT ANGLES TO THE FIRST. EXISTING WATER w _ _ �` - - „ W $O PROVIDE NEW AC PAVEMENT PER THE TWO READINGS WILL BE AVERAGED TO OBTAIN TEST DENSITY. VALVE TO REMAIN w R "" - - - 1 ` {n `' q t Nt — .o " 01 TYP. L 1_-- W DETAIL, SHEET C5. 4+ a� V .. s um 16 , 'J L'Ilmr 4`. --� .a r* _ r - - '. sue{ W I taut i' NO PARKING IS ALLOWED ON ADJACENT PUBUC �+t��"�ry�'���C ���� Z O Steven Harrison oa oa0im e7 xciao s e � ` STREETS. UTILIZE EXISTING DRIVE FOR EMPLOYEE p r ,p w T; r « 7'� r i� ii qT, a a —I W AND CONSTRUCTION PARKING. >4 J o o . - s '- - !F . = W 16r�} H a, m Tom- �'ni to I I E7{PIRES t6-30-2021 ii - 0 80 - +I00 CET�TERLINE 1+ - - 2+ 50 �------ - - - -� B 1 . 2. 1 lr /...-- TUNE ---- - - �, _ r -- - w ' DATE: 1 111 512 01 9 �— --- S"W. 76TH AVE. 0 z DESIGN: SDH m m - - - - o DRAWN: Wall 2 Ls ro Q4 NN v CV o 00 Co S_W_ 76TH AVE PLAN S Nf~!1 I 0 © SCALE' '1"=20 SHEET NOSCkE ^? 0 10 20 40 m - C2A g° SCALE: 1" = 20' a. W. PROJECT NO. DEVL0000-0014 1 O a 0 LEGEND DAVID EVANS ANoASSOCIATES INC. PVI TA = 3+08.17 49 CITY OF TIGARD BENCHMARK 2100 SW River Parkway PV1 LE Y = 152.44 . Portland Oregon 97201 ��. _ —2.3006 ■ CATCH BASIN Phone: 503.223.bbb3 — 21.7391 0 CO CLEANOUT r 50.00' VC I LOW POINT EEV = DOWN SPOUT +37.3I 0 05 DESIGN STUDIO LOW POINT STA = 4+37.36 17 FIRE HYDRANT rnsr,Fed Livable Places • PVI STA = 4+29.72 PVI L=V = 144.�2 1CO p SON N r' A.D. 11.4500 CONIFEROUS TREE K = 8.7336I 0 > M rn I 100.00 VCI DECIDUOUS TREE m n Qi1111 m + 'r'� EXIST. TREE TO BE REMOVED tir W Ai a�'i ^ csj sAMH SANITARY MANHOLE Lin rC + - : N- - STA NH STORM MANHOLE i,i cii > + w ® WATER METER U o •- W w ill r 6e _ W/ WITH 6p,. W W —� — CENTERUNE " — — — — EASEMENT EXISTING PROPERTY UNE f 1 II — r PROPOSED PROPERTY UNE EXISTING GRADE PROPOS D GUTTER 16' AT CENTERUNE O— STREET LIGHT H LT OF ; NTERUNE 11: EDGE OF PAVEMENT z PROPOSED RADE LLB AT CENTERI;INE POWER POLE 2 Dm DRIVEWAY w Ct L---J AC PAVEMENT LZLI 0 J UJ f z Ct ELCLQo 0 0 W bra l= — EL olZco WH cc EYNOTES DoE Q 1 j PROVIDE MEDIUM TREE, 2' CAUPER MTH 16-25' Q CO ~ —130 MATURE CANOPY. SEE SHEET Li. [ CO 0_ 2+75 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 l!7 U OSEE SHEET C38 FOR STORMWATER PLANTER r DETAILS. J 3 PROVIDE 20' WIDE DRIVEWAY PER CITY Cr TIGARD co elS-VII. 76TH AVE PROFILE O STANDARD DETAIL 141, SHEET C5. SCALE H: 1"=20' SCALE V: 1"=4' 4O PROVIDE CITY OF TIGARD STANDARD CURB AND m `I 'lI C 0 GUTTER PER DETAIL 126, SHEET G5. I t_o \ l g PROVIDE CITY OF TIGARD STANDARD 5' WIDE ls[ toE . � O SIDEWALK PER DETAIL 120, SHEET C5. w W }� I i � o 0• 11 U U a L ' I I ; O DETAIL,E SHEET C,SAYE]AENT PER SECTION JJJ F F \\ d3r 1 7 SAWCUT EXISTING PAVEMENT MINIMUM 2—FEET �!�� 3 l 1\\\:::, RETAINING WALL, O 8 S t _ _ y g SEE C4A FOR DETAILS I I FROM m� OF PAVEMENT. O1 g J 1 • 1 I O RELOCATE EXISTING "DEAD END' SIGN AND O s w T w o t- F u� o o J J 1 • I MOUNT ON PROPOSED LIGHT POLE AT STA 3+95. °C C W 17J w . J U U F M. S 0r F w n z c� Q, F v I O NO PARKING IS ALLOWED ON ADJACENT PUBLIC od. N n w W i� n a m ` `r° g vwi m r+ r 1 I I STREETS. UTILIZE EXISTING DRIVE FOR EMPLOYEE hall AND CONSTRUCTION PARKING. I 0. ��' 9 y I o a 3 w ra ~ 1- Tfiti; 10 PROVIDE 5' WIDE PLANTER STRIP. SEE SHEET L1 Is' o o m I� N �. in I 1 m N O oOL�� N V1 tOr!PTT 1/�rf — �>,,—I- o _ I U ►%!• a— `� 1 EXISTINGWATER. : '* VALVE TO REMAIN PROP 11 PROVIDE TYPE III BARRICADE AT END OF LJJ ' — '� — —— I-- rit[tii . 'itit — ` — _— _� _— —� _— �_ __ —— n 1._0wOSED SIDEWALK PER DETAIL 192, SHEET C7. `_--� — BARRICADE WIDTH TO BE SIDEWALK WIDTH PLUS if:i N t el% ye. 5 _ Y aaVw .+�.PAt•aa.•iii‘wrsa4gC S w 7--P� l I + I1 I 19A49PE COo J L J ��� �` �)�� — Vs—�• ` L R _ O_ _ _ _ J \� — s l Steven Harrison o..aamoomv.00.m OB1(}ON A to 1 WI I o ~ — — — \ 4±00 — — — ct 3+50 4+50 5+00 "�`Z,. Q ta N�W� .a. tin i -- —�— J S W. 76TH AVE STA 4+61.63 NOTES E7{PIRES C6-30-2027 1 — — REMOVED, SEE SHEET C3A 6- O S.W. BOND ST. STA 10+00.00 . *1,. 7fiTH AVE. ' � _ _ I 1. LOCAL VEHICLE ACCESS TO THE NEIGHBORHOOD nL . �Tj MUST BE MAINTAINED DURING CONSTRUCTION. " > ACCESS LANES SHALL BE SUFFICIENT TO PROVIDE rc Z • _ FOR EMERGENCY VEHICLE ACCESS. THE DATE: 1v1512019 • ' CONTRACTOR SHALL SUBMIT A DETAILED VEHICLE DESIGN: SDH I m ACCESS PLAN TO THE CITY ENGINEER FOR ci°' EXISTING STM I APPROVAL PRIOR TO BEGINNING CONSTRUCTION. DRAWN: LDBU MI-1 TO REMAIN EXISTING WATER as SP W., 7 7 VALVE TO REMAIN 00 No ' 0 1�o ai_' SHEET NO NN © S_W_ 76TH AVE PLAN SCALE: 1" = 20' C2 B 0 0 SCALE: 1"=20' 79- W. PROJECT NO. DEVL0000-0010 1 . LEGEND ;a ce G GAS TONE MARK S CITY OF TIGARD BENCHMARK -0- UTIUTY POLE O� BHP- OVERHEAD POWER UNE CATCH BASIN W,r• WATER VALVE °Eri l CA - ucr UNDERGROUND POWER TONE MARK c°o CLEANOUT O MANHOLE ciwvn - PROPOSED UNDERGROUND POWER DSc) DOWN SPOUT C8 CATCH BASIN DAVID EVANS +cgIr AND ASSOCIATES INC. '52 W WATER TONE MARK L3 FIRE HYDRANT GM GAS METER 8 - ROADWAY GENTERUNE • FOUND 5/8" IRON ROD IE. INVERT ELEVATION 2'100 SW River Parkway Portland Oregon 97201 y�I+! EXISTING EDGE OF PAVEMENT IE WATER METER SAN MH SANITARY MANHOLE Phone: 503.223.6663 EXISTING PROPERTY LINE III RISER STA MH STORM MANHOLE - - - PROPOSED PROPERTY UNE • SIGN W4 WATER METER re o "'- WETLAND P WETLAND FLAG w/ WITH DESIGN STUDIO __ - ui o �: VEGETATED CORRIDOR BOUNDARY 1111- WETLAND PLOT 05. nS '._- ,1.--L. Ili J - ,SIKttI LIGHT speacAaweFVeces ~ ENTERLINE I .fM rKV .- CltV ~ Nv - cr- v Nv CONIFEROUS TREE N i7 --8 - EASEMENT DECIDUOUS TREE `•'n rd r u3 o rC ---_.�_--- co M • c`u1 Pn `' - °+r' ta4 "-� % 9 g 8 WATER CONSTRUCTION NOTES x , o i ??o _, w W W 1. ALL JOINTS TO BE RESTRAINED. Li ��� z i _- 2 OPERATION OF VALVES BY TIGARD WATER PERSONNEL ONLY. -- a -� ' m „a.. -a- 3. OPERATION OF VALVES IN THE TIGARD WATER SERVICE AREA BY ANYONE OTHER THAN TIGARD WATER PERSONNEL IS o M `i==<.- PROHIBITED. g M� __�_ 4. THE CONTRACTOR SHALL MAINTAIN ONE SET OF STAMPED, APPROVED PLANS ON THE CONSTRUCTION SITE AT ALL + n / TIMES. In - cfc �M _ 5. ALL WORK SHALL BE IN ACCORDANCE WITH AMERICAN WATER WORKS ASSOCIATION (AWWA) STANDARDS. _ 6. ALL WORK SHALL BE APPROVED BY THE CITY PROJECT INSPECTOR. '� I- a cool �� 7. ALL PIPE AND FITTINGS SHALL BE DUCTILE IRON, CEMENT LINED, Cr NEW MANUFACTURE, AND MADE IN THE UNITED _ yra1)., ..._ _ AS I t STATES OF AM ERICA (USA). PIPE SHALL BE 'MOW" JOINT DUCTILE IRON, CLASS 52. ALL FITTINGS SHALL BE N Z �n .�. MECHANICAL JOINT (MJ) UNLESS OTHERWISE SPECIFIED. S- ' '6w CT- L 8. COVER FOR ALL WATER MAINS IN THE STREET AND RIGHTS-OF-WAY SHALL BE 36 INCHES. BACKFILL SHALL BE Nr . - %-INCH-O-INCH GRAVEL in In z k` �o-N r`��� ` 9. ALL VALVE-OPERATING NUTS SHALL BE WITHIN 36 INCHES OF FINISHED GRADE, OTHERWISE VALVE OPERATING NUT a ¢ ' _ EXTENSIONS WILL BE REQUIRED. .1 10. THRUST BLOCKS MAY BE REQUIRED AT TOFFS, CROSSES OR BENDS AND WILL BE SPECIFIED BY THE CITY PROJECT N ? J J `f s''S -���___� INSPECTOR OR ENGINEER. POURED CONCRETE THRUST BLOCKS WILL HAVE AT LEAST EIGHT SQUARE FEET OF BEARING �w ^ �Itw r Q M V�fg2 SURFACE AT EACH TER, CROSS AND BEND LOCATIONS (SEE DETAILS FOR MINIMUM BEARING AREAS.) ! 1 �' nog 11. EVERY 2-INCH WATER SERVICE LOCATION TO BE MARKED, AND MARKER TO REMAIN IN PLACE UNTIL THE WATER METER J Nli� g -'- 1,1 IS INSTALLED. ALL 2-INCH WATER SERVICES SHALL CONSIST OF AN MJ X 2-INCH IPT TEE AND 2-INCH IPT X 110 rfi� r7 I J COMPRESSION FITTING AS MANUFACTURED BY MUELLER COMPANY. ' . ai < 1� 12. FIRE HYDRANT ASSEMBLY CONSISTS OF AN MJ X 6-INCH FLANGE (FLG.) TEE. 6-INCH FLG. X MJ GATE VALVE. 6-INCH ww . I-rk _ - • - MJ X MJ HOLDING SPOOL AND A MODERN MUELLER CENTURION FIRE HYDRANT, A-443, 6-INCH MJ, 5 Y4-INCH MVO, 3 > in PORT (2-2 1/2-INCH NST HOSE CONNECTION, 1-4 ) -INCH NST PUMPER), 1 ) -INCH PENTAGON OPERATING NUT I- D 222.84 LF - 6" SDR 35 SS EXISTING 8" PATTON SEWER EXTENSION OPENING LEFT. COLOR BEING 'YELLOW OR APPROVED EQUAL: WATERIOUS PACER 6790, CLOW MEDALLION. [ Z CLASS B BACKFlLL 13. EACH FIRE HYDRANT SHALL BE INSTALLED UPON A PRE-FORMED CONCRETE BLOCK WITH 1 )¢ CUBIC YARDS OF w W z Z �- 64.5 LF - 12" SDR 35 SD _ CRUSHED 2-INCH-�4-INCH DRAIN ROCK. GEOTEXTILE FABRIC WILL BE LAID ON TOP OF THE DRAIN ROCK TO SEPARATE a > O Q CLASS B BACKFILL THE ROCK FROM THE EARTH COVER. < O 14. ALL SANITARY SEWER UN ES WITHIN 10 FEET LATERALLY OR 3 FEET VERTICALLY F A WATER MAIN SHALL BE INCASED 1-- 0 = w w a IN A REINFORCED CONCRETE JACKET 6 INCHES THICK FOR A DISTANCE F 10 FEET ON BOTH SIDES OF THE CROSSING. w O WHERE CROSSINGS ARE NECESSARY. THEY MUST BE MADE AT APPROXIMATELY 90 DEGREES WITH AT LEAST 18 INCHES Of SEPARATION BELOW THE WATER UNE. c a 0- w I- 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 15. THE CONTRACTOR SHALL SCHEDULE CONSTRUCTION WORK SPECIFIED HEREIN TO MAINTAIN CONTINUOUS WATER SERVICE a Q - TO EXISTING WATER USERS. WHERE IT IS NECESSARY TO SHUT DOWN SERVICE TO MAKE REQUIRED INTTRTIES, THE J CONTRACTOR SHALL NOTIFY THE CITY PROJECT INSPECTOR AT LEAST FIVE WORKING DAYS PRIOR TO A PLANNED WATER ( (n 0 1- SERVICE SHUT DOWN TO ALLOW THE OWNER TO NOTIFY USERS OF THE UPCOMING TEMPORARY SUSPENSION OF WATER D c H 0 UTILITY PROFILE SERVICE. co 16. PRIOR TO ANY CUT-IN OR CONNECTION, THE CONTRACTOR SHALL HOLD AN ONSITE PRE-CONSTRUCTION MEETING WHERE f� SCALE H: 1"=20' THE CUT-IN SCHEDULE AND COORDINATION WILL BE DISCUSSED. THOSE TO ATTEND SHALL INCLUDE THE ONSITE z �LJ SCALE V: '1"=4' • AL I FOREMAN, CITY PROJECT INSPECTOR, AND TIGARD WATER PERSONNEL THIS MEETING SHALL TAKE PLACE PRIOR TO EACH r CONNECTION AND BE HELD NO LONGER THAN ONE WEEK PRIOR TO THE CONNECTION. THE CONTRACTOR SHALL HAVE OINSTALL FIRE HYDRANT PER CITY F TIGARD DETAIL ALL FITTINGS, PIPE, CHLORINE SWABBING EQUIPMENT, PUMPS AND HOSES, AND ALL EQUIPMENT NEEDED TO MAKE THE 542, SHEET C5, STA 2+07, OFFSET 18.6 LT. CUT-IN CONNECTION AT THE MEETING AND AVAILABLE FOR CITY INSPECTION. O INSTALL 3/4" WATER METER AND 1" DOMESTIC 17. THE NEW PIPELINE SHALL BE FLUSHED, PRESSURE TESTED, AND DISINFECTED BEFORE ANY CONNECTION TO THE EXISTING � SERVICE AT STATION 1+46, 1+56, 2+04, 3+02, AND WATER SYSTEM IS MADE. TEMPORARY BLOW-OFFS SHALL BE PROVIDED BY THE CONTRACTOR AT ALL DEAD-ENDS. D D AN 3+07. SEE SHEET C5 FOR DETAIL AND 18. ALL PIPES, VALVES, AND FITTINGS SHALL BE THOROUGHLY FLUSHED PRIOR TO PRESSURE TESTING AND CHLORINATION. m z cc z REQUIREMENTS. FLUSHING SHALL BE DONE THROUGH BLOW-OFF UNITS, HYDRANTS, INDIVIDUAL SERVICES, AND MAIN AT A VELOCITY OF EXISTING WA a hi0 KILLED Pd ITY • AT LEAST 2.4 FEET PER SECOND (FPS). 0 TIGARD BY CONTRACTOR. 19. PRIOR TO ANY FLUSHING PROCEDURES, THE CONTRACTOR SHALL ISSUE A FLUSHING PLAN PROVIDING DIRECTION Of FLOW, SURFACE WATER MANAGEMENT BEST MANAGEMENT PRACTICES (BMPs), AND A WRITTEN SCHEDULE TO THE CITY OINSTALL STANDARD 48 STM MH PER CWS STANDARD PROJECT INSPECTOR FOR APPROVAL A 48-HOUR NOTICE SHALL BE GIVEN TO THE CITY PROJECT INSPECTOR PRIOR TO w w DETAILS 010 AND 120, SHEET CS, STA 3+91, OFFSET ANY SYSTEM SHUT-DOWN OR FLUSHING PROCEDURES. UNDER NO CIRCUMSTANCES SHALL THE CONTRACTOR OPERATE o ANY CITY VALVES. m S S O INSTALL STANDARD 72" STM MH PER CWS STANDARD 20. PRESSURE TESTING SHALL COMMENCE ONLY AFTER BACKFTLL HAS PASSED THE REQUIRED COMPACTION TESTS PER w I- g DETAILS 010 AND 120, SHEET C6, STA 4+56, OFFSET AASHTO T-180 AND THE ROADWAY BASE ROCK HAS BEEN PLACED, COMPACTED, PROOF ROLLED, AND APPROVED BY ,r 5 5 12.5' LT. THE CITY PROJECT INSPECTOR. - 21. ALL MAINS WITH A STATIC PRESSURE UP TO 100 POUNDS PER SQUARE INCH (PSI) SHALL BE TESTED AT 150 PS FOR 1 I l i '~ `� ` l'k1, HOUR WITH A MAXIMUM ALLOWABLE LOSS OF 5 PSI. WATER MAINS WITH A STATIC PRESSURE GREATER THAN 100 PSI o 5 I I 1� 1 SHALL BE PRESSURE TESTED AT 1.5 TlMES THE STATIC PRESSURE FOR 1 HOUR WTH A MAXIMUM LOSS Cr 5 PSI. ALL ° A PRESSURE TESTING SHALL BE COMPLETED IN THE PRESENCE OF THE CITY PROJECT INSPECTOR. p// LOT #1 I LOT #2 I LOT #3 I I LOT 4 LOT •#5 • 1 22 UPON SATISFACTORY COMPLETION OF PRESSURE TESTING. THE NEW MAINS SHALL BE CLEANED AND FLUSHED WITH z S I I 1 $ SAN MH POTABLE WATER PRIOR TO DISINFECTION. FLUSHING VELOCITIES SHALL BE AT LEAST 2.5 FPS. THE PIPELINE SHALL BE w �Il THOROUGHLY FLUSHED, CHLORINATED, AND TESTED IN ACCORDANCE MTH AWWA STANDARD C651-92, THE STATE - _ SSCO I SSCO SSCO I PROPOSED 644-PGE I p \ - ,11 RIM 140.59 HEALTH DIVISION AND CITY REQUIREMENTS. THE CONTINUOUS FEED METHOD OF DISINFECTION SHALL BE USED. RIM 159.04 RIM 157.40 I RIM 155.05 I PADMOUNT VAULT RIM 150.16 11 IE 12' NW 125.74 DISINFECTING MIXTURE SHALL BE A CHLORINE-WATER SOLUTION HAVING A FREE CHLORINE RESIDUAL OF 40-50 w IE OUT 151.99 IE OUT 149.89 I {IE OUT 147.50 IE OUT 142.88 ` 1 ; IE 12" E 125.54' MILLIGRAMS PER LITER (MG/L), AND IT SHALL BE INTRODUCED INTO THE MAIN THROUGH A TAP NO MORE THAN 18 `" I I SSCO I will IE 10" W 133.79' INCHES FROM THE CONNECTION POINT TO THE EXISTING SYSTEM. THE DISINFECTION MIXTURE WILL BE PREPARED BY I I RIM 153.60 a SEE C38 FOR 1 1 IE 12" SW 126.42' INJECTING A CALCIUM OR SODIUM HYPOCHLORITE AND WATER SOLUTION INTO THE PIPEUNE AT A MEASURED RATE WHILE a I PROPOSED p(E J I J I TIE OUT 146.04 __ _ SEE SHEETS THIN • SAN FRS' POTABLE WATER IS ALLOWED TO FLOW THROUGH THE PIPELINE SO THAT THE CHLORINE WATER SOLUTION IS OF OUGH TO © 1730 SECONDARY 0 O I - © A STORM WATER PLANTER IE 134.74 RIM ' DESTROYTHE CIALLDNON-SPORE-FDRMGTH. �INAG{BACNAA�} WATER RNGESHALL giLORBNATIONE �PROCESS, ALLNED IN THE I VALVES NE AND G ACCESSORIES1�"GVAULT�TYP. _ _ _ _ _ _ IE 1C SHALL BE OPERATED. ALL PARTS OF THE LINES AND SERVICES SHALL BE DISINFECTED. TYPICAL RETENTION PERIOD IS �'- °� . „ SII' - .. IE 1C 24 HOURS AT THE END OF THE 24-HOUR PERIOD, THE PIPELJNE IS TO HAVE A FREE CHLORINE RESIDUAL OF AT LEAST 1944PE S u -- _ _ `, \\ IE 12 10 MG/L. AFTER SATISFACTORY DISINFECTION, FLUSH THE CHLORINATION WATER FROM THE UNE UNTIL THE WATER Seven Harrison`N ;.".;';z, Tiw - ..r - am F SUPPLY. THE DISINFECTION WATER MUST THROUGHOUT THE PIPELJNE IS EBEADISPOSSED OFL INAN AND BACTERIOLOGICALLY MANNER. DO NOT AALLOWEDISINFECTIONNT SOURCE OWATER TO -. o ` .' Wt �_. Ht1/43\„„_j_____,•1 /AA:1,1- I I ln'' i►n>t FLOW INTO A WATERWAY WITHOUT ADEQUATE DILUTION OR OTHER SATISFACTORY METHODS OF REDUCING CHLORINE A: �'���'�� o � '"-•" ' •a,-- EST. FH RESIDUALS TO A SAFE LEVEL AS MANDATED BY THEDEPARTMENT OF ENVIRONMENTALQUALITY DE AFTER FLUSHING \ a I.'IC • T (DEQ). LLlilrB ` lJ x '"t 7 APRX. 135 AND DISPOSAL OF THE DISINFECTION SOLUTION THERE WILL BE ANOTHER 24-HOUR PERIOD PRIOR TO BACTERIOLOGICAL PROPOSm 8' D.I.P. ri - - 4,. Iill ."• H _ ro S LIGHT POLE co_ -- ,. - O . 1� _ _ TESTING BACTERIOLOGICAL TEST SAMPLES WILL BE COLLECTED BY A TRAINED TIGARD WATER PERSONNEL WORKER. EXPIRES C6- D Lori 0 1+00 • AND rei 2+00 i 3+•0 4+00 SDMH \ -w 23. PROVIDE AN ECLIPSE NO. 88 SAMPLING STATION MANUFACTURED BY KUPFERTE FOUNDRY, ST. LOUIS, MO 63102. THE _ © _ `S _ _ Q -.in.. CO _ 1 _ SAMPLING STATION SHALL BE 2-INCH-0-INCH BURY, WITH A 34-INCH FEMALE IRON PIPE THREAD (FlPT) INLET, AND A SSMH1 i, �' I E -NS 8" PUBLIC SS °ra \ \ Y4-INCH UNTHREADED HOSE NOZZLE. ALL SAMPUNG STATIONS SHALL BE ENCLOSED IN A LOCKABLE, NON-REMOVABLE, -, o ALUMINUM-CAST HOUSING. WHEN OPENED, THE SAMPLING STATION SHALL REQUIRE NO KEY FOR OPERATION AND THE z -----•'-I SSCO (E} �\ - ' ~ WATER WILL FLOW IN AN ALL-BRASS WATERWAY. ALL WORKING PARTS WILL BE OF BRASS AND BE REMOVABLE FROM DATE: 11±15±2019 ,EXIST. EH S.W. 7 6T H AVE. 1 ,~``--r-- \ I ABOVE GROUND WITH NO DIGGING. A COPPER VENT TUBE (STANDARD) WILL ENABLE THE SAM PUNG STATION TO BE DESIGN: SDH �� o ® J1PRX, 150' " A SEBE BR AND A INCH BALL VALVE SHALL BE PROVIDED IN PLACE OF THE INCH PET COCK ON THE VENT _ ' I e i0 dHQ - I PUMPED FREE OF STANDING WATER TO PREVENT FREEZING AND TO MINIMIZE BACTERIAGROWTH. THE EXTERIOR DRAWN: LOBU e e e e e .- _ _ STING P TTON SEWER E7CIENSI•" w I L WILL ASS, Y4- Y4- fc a - m - - - - - - - I PIPE. EXISTING PATTON LATERAL CB 24. ALL WATER MEItJS CONNECTED TO AN IRRIGATION SYSTEM MUST HAVE THE PROPER OREGON STATE APPROVED GRATE 145.25 BACKFLOW PREVENTION DEVICE, MINIMUM OF A DOUBLE CHECK VALVE ASSEMBLY (DCVA) INSTALLED ON THE PROPERTY ryry 0 10 20 40 IE 10" S 142.95' • I SIDE OF THE WATER METER. IN ADDITION, EVERY METER FOR COMMERCIAL, MULTI-FAMILY, INDUSTRIAL, AND SHEET NO xl © UTILITY PLAN INSTITUTIONAL SERVICE, REGARDLESS OF SIZE, SHALL HAVE THE PROPER OREGON STATE APPROVED BACKFLOW I I PREVENTION DEVICE MINIMUM OF A DCVA INSTALLED ON THE PROPERTY SIDE OF THE METER. THE BACKFLOW C 3A •i � SCALE H: 1"=20' SCALE: 1" = 20' PREVENTION DEVICE SHALL BE INSTALLED AND TESTED BY THE OWNER, WITH THE RESULTS FORWARDED TO THE TIGARD o° PUBLIC WORKS WATER DIVISION BEFORE WATER SERVICE CAN BEGIN. a CO PROJECT NO DEVL0000-0014 LEGEND a j,a EL ELEVATION TN TOP OF WALL ELEVATION o O 1 TWE TOP OF WEIR/CHECK DAM ELEVATION DAVID EVANS TS TOP OF SOIL ELEVATION AND ASSOCIATES INC. TR TOP OF DRAINAGE ROCK ELEVATION TF TOP OF WALL FOOTING ELEVATION 2100 SW River Parkway Portland Oregon 97201 OF BOTTOM OF WALL FOOTING ELEVATION Phone: 503.223.6663 CI) DESIGN STUDIO n waba Races L=147.27 - - - - - - - - - - - - - - - - - /� KEYNOTES A INSTALL 12" DIAMETER NYLOPLAST INLET DRAIN OR _ 0 _9 OF1QAPPROVED EQUAL PER CWS DETAIL 407, SHEET C6, '� AT STA 3+47.50 AND 3+85.50, OFFSET 16.50' LT. EL-150.26 147.20 O INSTALL 18" DIAMETER BEEHIVE INLET STRUCTURE PER I t I ti I r I I HCWS DETAILS 405 AND 407, SHEET C8, AT STA .. _, l l l l l___l_ 41 l l L l l l l .,M l l l • l l 3+91.20, OFFSET 18.75' LT. .S.I -I .N 4.. ..` _ - — s - INSTALL 6 LF OF B' PERFORATED PIPE AT LE.-142.50 © l • Ile ` IMMI '''rl •`� , �� Q PER CWS DETAIL 402, SHEET C7, AND CONNECT TO 1 1 4 l 11 1 1 '9 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 IIIIIII `'! 1 j41 1 1 1 ' 1- B PROPOSED BEEHIVE INLET STRUCTURE. - O I`S 6. V 2 9 • , :p -I- • • \ B BACKFlLL 0IYr' 0 O CONSTRUCT DETAIL CURB AND GUTTER PER CITY OF C61 �I \\ O III) © � .O O ~(71 0STAHOLE A6D" 1OONCRETE SPLASH PAD CHECK PDAM ER WITH DETAIL WEEP 406, SHEET C7. \ SDMH CONSTRUCT CONCRETE CURB WITH 4" EXPOSURE \\ (SEE SHEET C3A) 0 ADJACENT TO SIDEWALK. CURB TO HAVE 4" NOTCHES \ AUGNED WITH SIDEWALK CONTRACT1ON JOINTS. SEE — — — —W — — W — x CWS DETAIL 745, SHEET C6. OCONSTRUCT 12" CURB OPENING WITH CONCRETE GUTTER DEPRESSION PER CWS DETAIL 753, SHEET C5. 'Ili LIJ OSTORMWATER PLANTER PLAN o 2.s s SCHLE: '1"=5' i.,-,_, SCALE 1" = s' LLI Q z a Q 0 O —Iw � u) = w J_ � a - 0 wLJJ < cc f` o w I— I- -. ¢ ( Q o 2 CB, Ct -IM=149.31' Z O 4" I.E. OUT (3)=148.68' CB2r -TW:150.32' rTS:14fi.00' ..._, 4" LE. CUT (3) 146.00' .... ......_. 11SE:149.38' OF1 ..--......_. _RIM=148.55' --......_...... _ TWEE 148-75' T%E:147.50'- 8" PERF I.E. IN-142.50' .. ._... __,..._...._... OUT=140.90' ' o'c c TS:148t1t*� t* fi8' yTWE:148.13' 12" I.E. 00 2 2 24" GROWING MEDIUM. TYP. SEE \:4% \\'<" TS:147.88' ..� - ,.. SHEET L2 FOR DETAILS / % /� - �TW147.29' TS:147.25 -,...._/TR:146.68 i 15 146 83' - -CR3" DEEP USHED DRAN" ROCK OV 15N i eial� v %��/%\�/%\/%\/\ �\/��//\�//\�/\ / / ' ° s w CLEAN ' (/-- o o - • _� \_/\TR 145.25\/\� \// / / /� �� ' � /�� .,, DEEP CRUSHED DRAIN ROCK, TYP 4 BF::14.68' = o r 0 > '� '� 1 � \ r\ r\� \ \/ % \//�/::: / BF:144.68 ,� ~+`* ' III / g• : '/ / '� \r / a TF:144.38' itrif►M w.wil ►* v r:t t� r., \ ; \\/\�.r i i r• ALL BF 143-88' �' �� na a� ������- // r.TR:144.00':::f w0 0 6TF:143.75' Pr, I +le1� ems+! < s 1- <, 9, TO BERREINFORCED WITH 64 BAR WALLS AND NGS-f AT BF:143.25' " .TF: 41 313' Al... '- •t�•al•+1 :::5 0 2 5 4 12" O.C. AND FULL LENGTH. MAINTAIN CHECK DAM WALL REINFORCEMENT BF:142.63' ' ,,,,,,,,,,,,,,;;_ C 3" CLEAR FROM EDGE OF CONCRETE. TO BE CONSTRUCTED PER CWS BF:142.D0' _;;; o `4 DETAIL 406, SHEET C7. 0 TF:142.50' ..; m / l 8" PERF PIPE_ 0 I.E.=142.50' co F W W_ © STORMWATER PLANTER SECTION If CALE H: 1"=5' i NI SCALE V: 1"=2.5' 4 19PE 9 n n Steven Harrison 'vr');..3..,zssr>r on w 6 � a � LL EXP1RE.S C6-30 021 • 2 DATE: 11/1 53 2 01 9 i'z DESIGN: NJRU DRAWN: NJRU a 4 N n N 0 fl fl N N SHEET NO. IN 6 �9 C3B s6 a m PROJECT NO DEVL0000-0014 FILTER FABRIC MATERIAL 36" WIDE ROLLS EROSION CONTROL NOTES 121 0 USE STITCHED LOOPS • 3' MINIMUM OVER 2"x 2" POSTS 1. OWNER OR DESIGNATED PERSON SHALL BE RESPONSIBLE FOR PROPER INSTALLATION ::Elit. FROM TOE SLOPE. • AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL MEASURES, IN ca x ACCORDANCE WITH LOCAL, STATE, AND FEDERAL REGULATIONS O iv , 2. THE IMPLEMENTATION OF THESE ESC PLANS AND CONSTRUCTION, MAINTENANCE, DAVID EVANS IIII REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF AND ASSOC I AT E S INC. MAY BE USED SHORT TERM- 1 a ' . THE CONTRACTOR UNTIL ALL CONSTRUCTION IS COMPLETED AND APPROVED BY THE 2100 SW River Parkway UTILITY WORK AND W/ e JI•• , , � � =_ '• PHASING OF DEVELOPMENT °O- _ li 14__ - LOCAL JURISDICTION, AND VEGETATION/LANDSCAPING IS ESTABUSHED. THE Portland Oregon 97201 :::= I Ii I II ____,_ DEVELOPER SHALL BE RESPONSIBLE FOR MAINTENANCE AFTER THE PROJECT IS Phone: 503.223.6663 _- _ __ :. APPROVED UNTIL THE LOTS ARE SOLD. 6'MAXIMUM SPACING ""i u j' 3. THE BOUNDARIES OF THE CLEARING UMITS SHOWN ON THIS PLAN SHALL BE CLEARLY F r ' ili$ FLOW " �I ,I:'•• ., 9* FRONT VIEW PROFILE TABLE A: BARRIER SPACING FOR MARKIED IN THE FIELD PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, II•AIIIIIILI IIIIIII il'tltAUll'll -� uiiiiifip !y IIIIIII :•Pf.!CV. NO DISTURBANCE BEYOND THE CLEARING OMITS SHALL BE PERMITTED. THE MARKINGS DESIGN STUDIO I§.IIDugii r'•1111'tllcm fn.!i:ii iii �nen•Tv! • Iln,1't1;,: :Itd:tllt ' " Nrs MS GENERAL APPLICATION SHALL BE MAINTAINED BY THE APPLICANT CONTRACTOR FOR THE DURATION OF Ivn mina' auwr'6`1 �� NOTES: I::r:;;:;;;::::: :.:;•..y;;;;;, __s--==s : LIlIIIfl11111'll �_::___==-r- �:�JId1111111111r _ -=--'._ '" - - _ - IHIIII[11 um1 +;:�"s; ::: MdlJIIuun `�� � IUu1111.tfi; - •II II:1 CONSTRUCTION. inspired � es .411: �c =w.G? ` __---__ _' i.Nt:lai r • _= y,q,„i""ISIIIII 1. URY BOTTOM OF FILTER INSTALL PARALLEL ALONG CONTOURS AS FOLLOWS -=c' -_ `--- ---- ANGLE FILTER FABRIC FABRIC 6" VERTICALLY 4. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION ` ^ ,�► ' FENCE TO ASSURE SOIL IS TRAPPED BELOW FINISHED GRADE. 96 SLOPE SLOPE MAXIMUM SPACING WITH ALL CLEARING AND GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO INSURE 2. 2"x 2" FIR, PINE OR STEEL THAT SEDIMENT AND SEDIMENT LADEN WATER DOES FENCE POSTS. ON SLOPE NOT ENTER THE DRAINAGE SYSTEM. ROADWAYS, OR VIOLATE APPLICABLE WATER AREA DRAIN CATCH BASIN • i 1 3. POSTS TO BE INSTALLED ON UPHILL SIDE OF SLOPE. 10%OR RATTIER10:1 OR FLATTER 300 FT STANDARDS. T 4. COMPACT BOTH SIDES OF 5. THE ESC FACILITIES SHOWN ON THIS PLAN ARE MINIMUM REQUIREMENTS FOR NOTES: FILTER FABRIC TRENCH, >10%OR<15% >10:1 oR<75:1 150 FT ANTICIPATED SITE CONDITIONS. DURING CONSTRUCTION PERIOD. THESE ESC FACILITIES 1. ADDITIONAL MEASURES MUST BE CONSIDERED \ \ S. PANELS MUST BE PLACED SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM DEPENDING BAGSN SOIL TYPES. >15%OR'20% >7.5:1 OR<Cr.1 100 FT EVENTS AND TO ENSURE THAT SEDIMENT AND SEDIMENT LADEN WATER DOES NOT 2. BIOFlLTER SHOULD BE STAKED WHERE ■ ■■ ■■ ■■ ■ ACCORDING TO TABLE A. APPUCABLE USING (2) 1-:2" WOODEN STAKES OR RIGHT. . LEAVE THE SITE. APPROVED EQUAL PER BAG. INTERLOCKED >20%OR<30% >5:1 OR<3.5:1 50 FT 3. WHEN USING 30' BIO-Fars TO PROTECT A CATCH 2"x 2" POSTS 6. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE APPUCANT/CONTRACTOR AND BASIN YOU MUST HAVE FOUR BAGS AND THEY SHALL >3O%OR*50% >35:1 ORc21 25FT MAINTAINED AS NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING. BE OVERLAPPED BY 6". AND ATTACH PLAN VIEW 7. AT NO TIME SHALL SEDIMENT BE ALLOWED TO ACCUMULATE MORE THAN )5 THE BARRIER HEIGHT. ALL CATCH BASINS AND CONVEYANCE UNES SHALL BE CLEANED fa INLET PROTECTION Nrs PRIOR TO PAVING. THE CLEANING OPERATIONS SHALL NOT SCALE: NTS el SEDIMENT FENCE FLUSH SEDIMENT LADEN WATER INTO THE DOWNSTREAM SYSTEM. SCALE: NTS B. STABIUZED GRAVEL ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL .r••• - v4', ,� 1 i MEASURES MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN 1,•_ ,J l FOR THE DURATION OF THE PROJECT. . r>r, D • 9. STORM DRAIN INLETS, BASINS, AND AREA DRAINS SHALL BE PROTECTED UNTIL '�.•t D t / PAVEMENT SURFACES ARE COMPLETED AND/OR VEGETATION IS RE-ESTABUSHED. ., a 0 � ► = - III 10. PAVEMENT SURFACES AND VEGETATION ARE TO BE PLACED AS RAPIDLY AS POSSIBLE. W Z I , ,..►to 1+t H D p 11. SEEDING SHALL BE PERFORMED NO LATER THAN SEPTEMBER 1 FOR EACH PHASE OF �/ z Z + 1 CONSTRUCTION. w UJ z CO Q D D D L> > > > 1 1 12. IF THERE ARE EXPOSED SOILS OR SOILS NOT FULLY ESTABUSHED FROM OCTOBER 1 ,• '`I `> > D\ C' 100-YR FLOOD (1 1 J Q C7 o (► D . D D'• THROUGH APRIL 30, THE WET WEATHER EROSION PREVENTION MEASURES WILL BE IN 0 > w r:t EL ► . D D > > C > PLAIN • EFFECT. SEE EROSION PREVENTION AND SEDIMENT CONTROL PLANNING AND DESIGN i- = LLI __1 �,► D Dc)b D > > �� r •• > r' ► EDGE OF WETLAND ` • • 1 ► lit - - - - - _ - o MANUAL (CHAPTER 4) FOR REQUIREMENTS. o F- O F Do 0 © D :> > ? D '' ' -� ► ► O ► 13. THE DEVELOPER SHAD REMOVE ESD MEASURES WHEN VEGETATION IS FULLY a ~ w ► D > n '> > D > > ' b r,� o D D ? , '- D D . > D' D D�• i \. > > (y ESTABLISHED. z�* D D , P- D� I>,F, > D > D L ` ORDINARY HIGH WATER \ G c - z D , C J D `f�. D > ,,.1 )�: D 14. PROVIDE TEMPORARY GRASS HYDROMULCH TO ALL AREAS DISTURBED BY D O ► a° D ' D b �' > > C' J� >: ' ` , ► EARTHWORK OPERATIONS. GRASS COVER MUST BE FULLY ESTABUSHED BY NOVEMBER 0 p D D ► D D > D r> D D-- ► Q `� k: ► ►, ► I+ D I% I`' 1 (SEEDING OR MULCH MUST BE APPLIED BY SEPTEMBER 1). f- I U I �' ► D D ,T D ►: Ds D > b D C > D �•., b �' 15. HYDROMULCH MUST BE APPLIED WITH GRASS SEED AT A RATE OF 2000 LBS./ACRE. 0 .�I `� b t� D > . D J I> [> b I'> D b D D D D ON SLOPES GREATER THAN 10 PERCENT HYDROSEED AND MULCH SHALL BE APPLIED 1111.1:"Fill \ DDD ► D ► ► DI:-_ .v ► > > DrD © D `> i' $ t> Dy P ' DAD •• ► b , �C' r D © b y ' b ►�, D WITH A BONDING AGENT (TACKIFlER). D - >r D k w > I r~ p D D ► �� D D.__ D D :v= ► I4 . D D D ► ›_ D I I� D b D v D > ' D D L> D N > (.> D . J "t,ti . ,, 1 16. TEMPORARY SEEDING MIX: STANDARD HEIGHT GRASS MIX: ANNUAL RYEGRASS, 40% BY IR R ► + ►_' > y D D D N I> D G D > D > N > - > N. I . , WEIGHT, TURF TYPE FESCUE, 607E BY WEIGHT, APPUCATION RATE: 100 LBS. PER ACRE ► D ► t' D D D D D D D ` ►� D D . D D D > i> i•• > '. MIN.. m + I+ ► ► IS > > > D b D D > " > D C , D N C> ;> D `► , 11 - - '1• `L" ► s D>, > D AEG 151.66N. D > > > D D > > D > > :> r' > D 1 "' ► G > > D D D ► ► ► , ► ► h. b > r..- I. r•> j 17. FERTILIZE TEMPORARY GRASS SEED SUFI NON-PHOSPHORUS FERTILIZER, AS PER I :I: EG 155.11 . b > [�. D FG 151.66 D D D f D D > D V D > D' 1 MANUFACTURERS RECOMMENDATIONS. - I - ► [i1 6'R I�E FlL'TEct D Den - FG 154.82 D �> r D > V ► i D D C' D< D - - - - P `= ...• ► ► ::, I> ► 1 (Q3 r), F CIL�1 Rr"LOb N D D N: D D > 1 16 WATER TO ESTABLISH GRASS. RESEED AREAS WHICH FAIL TO ESTABLISH GRASS w p '`Ec 1s7.a7 41: _ F, _- D , SEE [ D ��5777 SHEE' C>�AFID D ►� D b D D D III ` 111 csr ' I FG 157A5 - ,' h 'ii 'Orb r Rpi•T 1"." MDR DENT D > D D I> D D . V> l COVER ADEQUATE TO PREVENT EROSION CONTROL o Po _-- ►• s It' P. ► ► ► D D D D i, D D' [ r_ o �• ► > ► ► ► ► ► D M. (;' D D D 19. INSTALL TREE PROTECTION FENCING ALONG EAST PROPERTY UNE CONTACT � 6 w • I ;:':'r: ^ ' - > > b D (> ► ►.,__- D D I 1 TERRY FLAN AGAN (ARBORIST, 503.697.1975} PRIOR TO ANY EARTHWORK `a! - ► ' VEk FE--1 ;:iiiEG 154.23 ,, r - �K' D D r.). D' D D " I> (� OPERATIONS TO IFY TREE PROTECTION NGING LOCATION. REFERENCE FG 155.091 - ,cam !.,„�!�� ► P. D C> �' > 1 1 • TERAGAN do ASSOC. ARBORIST REPORT DATED APRIL 6, 2007. F Zi ` it. S EG 151.88 ��� 'EG 151.20� a�a+� �� � D D (,_ ,� . D D r) 'y o 11 8 p *l 1 FG 151.88 - ' uI� FG ` EG 151.64 \10. D Drr;.,r,c, :, D �: LEGEND o� • FG 150.29 1 FG 156.65 FG 151.53 ' ' ` D D b u D D pID > 1.• CONIFEROUS TREE S CITY OF TIGARD BENCHMARK FG 2 A a LOT #1 LOT #2 LOT 3 \FS 4132 = _ ; . > D •D D CATCH BASIN V D D D D D D P D R \1 11111 DECIDUOUS TREE ea CLEANOUT y i 'S'� � � LOT #4 w he ' D ` D D D� ► . ono DOWN SPOUT SAN MH SANITARY MANHOLE i FG 157.8& I t D ► D D D b sT►I AiH STORM MANHOLE FIRE HYDRANT rn -... .. ( 1� e d T • Pr D Dli 0lir- _ _ E D > D b D > vglE. WATER METER ► SIGN 1 :� ,�.. �.� G 1 w .`.�\ ,„S . ' ;",,, i •- w/ WITH (19449PE[x�►d�FG 155.88 FG 153.70 FG 153.21 D D D D DI 5' WIDE BY 16' LONG VEGETATED FlLTERit r". � III+ -` >:><>:»>:>>:»>: D > D D - STRIP PER CLEAN WATER SERVICES STD g �� �CL:.::.::.::.::. �, DD > DDDD Dt .;` 6 IPROPERTY LINE FG 158.40 _es FG 157.50 FG 155.43.. - FG 151.33 h - FG 149.85 DWG 770 ON SHEET C7 R...-- ...-- -ae'. �. ale �-. ae $ :T- �. �x . -. ._ . � , ♦♦ S12V2I1 HBIfIS01l• � 1. I. n s„�. INLET PROTECTION, SEE DETAIL 1 ON THIS SHEET ` 1 �g a 1 > ink .♦. \ • f•/ �- - � _`` �_ '_ - - - a SEDIMENT FENCE, SEE DETAIL 2 ON THIS SHEETii \\\ ttir- _ - _- • }I ` llll I�+ i -- E7{PIRES l6-30-2021 ■ �, ;, �U VEGETATED CORRIDOR BOUNDARY I °s ' PLANS FOR INFORMATION SEE '� - - - - GRADE BREAK PUBLIC STREET IMPROVEMENT I DATE: '11/1532019 L ORANGE CONSTRUCTION FENCING J )' BEGIN RETAINING WALL END RETAINING WALL • I DESIGN: SDH • TREE PROTECTION FENCING, SEE SHEET TP1 ez co (- / STA 4+02 60�19.15' LT STA 4+47.6Q 19.15 LT D v > v DRAWN: LOBO VEGETATED CORRIDOR TO REMAIN UNDISTRIBUTED as S.W. 76TH AVE. �;•••, DURING CONSTRUCTION0 ON Il it i . - • • a o © - - - - - - c, : LANDSCAPE AREA IN IN N N III ..-. SHEET I`!V. "" GRADING & EROSION CONTROL PLAN ������� GRADED SLOPE 10% TO 20% 0 10 20 41l m g- SCALE: •1"=20' 1-j``1Ti GRADED SLOPE IN EXCESS OF 20% III C 4 0 9 h--1--1`I�� SCALE: '1" = 20' ▪ W. PROJECT NO. DEVL0000-0014 IED 4' HIGH, ViNYL COATED Q t 20' J' ADM_ DEDICA110n 8' PUE 0 0 3 3 3 ' ' CHAIN LINK FENCE zx I zx ox DAVID EVANS I I F F H H H allo ASSOC IATES INC. � rn us w - - - -- 2" EXP. CURB x x ¢ ¢ z I WW I , w 3 w 1al o I 2100 SW River Parkway 1 as w BACK OF S/W Ra f I � Portland r n 7 '1 0 0 920 e9 , 1-1 5 L/S 5 S I Phone 503.223 bbb3 y 0.5 147.OO ' � - r .::.:::.:::.:.. .::.:::.::.:::.:: :.::.:::.::.:::.: . .. . .. ... ... . 109. vi - i MIN 24' _ - y 16' _ � 0.5 __ s `� ‘414\\\\H- DESIGN STUDIO 15' 145.00 - _ _ 146.23 srreo�ab�vaces �J 145.70 /- -- - �, 145.93 i l • C ^t, t-i1-- FiNISHEp GRADE AT BACK OF SIDEWALK e 76TH AVENUE SECTION STA: 1+19.78 TO 3+95.53 I SCALE: NTS 141.► - ' EXISTING GRADE 1.e FROM SIDEWALK 139.00 140.70 _ 20' J ADD'L DEDICA11Of SEE DETAILS 2-5, ON THIS SHEET z x I z x On ' 137.00 - E3 zwI 4V Eif1 an ROW pI 6' s/w DATUM ELEV MIN 24' 135.00 0.00 20.00 40,00 60.00 >— LLJ 00.5' J • 18' . GROUP B O MODULAR BLOCK WALL PROFILE W W z Q 1.5' SECTION 1 SCALEH: 1"=10' > C H SCALE 1j: '1"=5' Q w Lrl -1 Si w C P H=5'— H urs Z it2' 6" CL el76TH AVENUE SECTION Q c STA-. 4+02.60 TO 4+36.87 PREFABRICATED MODULAR z (-9 SCALE: NTS RETAINING WALL ASSEMBLY DETAIL © SCALE N T S -, -, COaa 6'-0" ASidewalk INN Pay Limits Of Sidewalk Install Type CL-4R Green Vinyl 1.-0. (Not Included In Sidewalk Coping) ve CA Coated Chainlink Fence A w co Coping Sidewalk And Coping Shall Not Type CL-412 Green Vinyl Provide Sidewalk Coping Contraction Joints 3," Chamfer o 0 0 4" Dia. PVC Pipe Sleeve. Embed 12" Min. . 6' Be Constructed Until Primary Coated Chainlink Fence Pos Similar To And At Same Locations Exposed Edgesr-H 8 8 Into Conc. Sidewalk. Set Fence Post _ Wall Settlement Is Complete. As Sidewalk Contraction Joints w As Required & Fill w/Non-Shrink Grout. iGeotechnical Engineer To Verify. Provide Expansion Joints Through Xt" Preformed Option: Core Drill 4" Hole , 3 4" Chamfer Exposed Edges Expansion Joint Filler 4 P Coping At Each Top Of Wall Block p g '� w v v In Lieu Of Pipe Sleeve. `r 1.5" CUR Top Ste Vert. Joint To Mimic Vert. Discontinue Bars 2" To Of Wall I p' Align Sidewalk Expansion Joints w/ o g g P / Block Joints. See Detail 5, This Sheet I urA Clear Of Joint Wall Control Point 14 Bar m 12 0/C Sidewalk Coping Expansion Joints. t n j With Standard Hook �/ oCC • i ,j l Into Coin Beam Cast-In-Place Sidewalk Coping, , ...sae . Coping e •1 +! 1.._= e�;__W_vR. w See DetaN 4 This Sheet �, `. "`'J �N - , _ 1.5" CUR Top (3) 5 Cont. As Shown 10� �; r a 2'-6"x2'-6"x5'-0' o " `a 6 J;'1'- .: 5x5—W1.4xW1.4 Welded Wire Fabric Sidewalk Expansion Precast Conc. Modular 10 I . ki. Aggregate Base l --:-;e: c Or Contraction Joint Centered In Sidewalk Slab. Welded .- w Block Units _ o-o Granular Wall Backfill �����///jA Wire Included In Sidewalk Coping Item. Post For (Without Scoring) r Type I Drainage Geotextile " Match Modular w ai C 0 8" Pedestrian Railing w d o �, m o Block Chamfer " 3 Stirrups x L y , '- Finish I' 0" ` i Grade �( 1 _0 > to At 18" O.C. > ° �.lA �1 Modular Block Unit SIDEWALK COPING m . �,_ .,, ii MD Plastic Sheeting x 9. . EXPANSION JOINT DETAILat �d�s 3 Construct V-0" Thick l•;-ao -co ;..• - . 4" Dia. Perforated Drain Pipe Wrapped In © 4aevE o o Leveling Pod w/ Granular f°a 0 °o r'°�` '.- •'Y SCALE id T S Q •s� .. Type I Drainage Geotextile. Slope To Drain. MODULAR BLOCK RETAINING WALL , •>,3�.4�, S ° ° g' o' - ,.= Elevation Of Pie Relative To Bottom Of q Structure Backftll • aO�°�" poesooN - o SIDEWALK COPING DETAIL W/ FENCE even arnson �.:�».».�;.s>:<.; o •c I O SCALE hI.Bottom cp li Structure Excavation And _ - Backfill Below Elevations Shown " EXPIRES ts-3o-2021 .3 h -0 Granular Structure Backfill ro G1 ci. cc MODULAR BLOCK RETAINING DATE: 1111512019 z Ca © WALL TYPICAL FILL SECTION DESIGN! SDH mL. m SCALE: N.T.S DRAWN: LDBU 0 N O O N N N N SHEET NO N N C4A9 m0 9 0. v PROJECT NO. DEVL0000-0014 A UJ o 0 CURB JOINT DRAINAGE BLOCKOUT w� SEE STD 3" I.D. SCHEDULE 40 W'U33 O DETAIL NO. 146 -\\.. 5' MIN. SEE NOTE 5 ROW - - 1"--1 -6',..I DWV (ABS OR PVC) iz> PIPE W/COUPLING -�- mFrrx DAVID EVANS 1" BATTER U�U r ��o ANo ASSOC IATES INC. 2% • ROAD I 1" 6„ 1" R • ROAD ' . ':: c,�..,'..;,;..r....,.•:::.t. .:.;,1` -� �3a 2100 SW River Parkway • . 1- F: II=11=11=1t--. . 12" m/a ���¢ Portland Oregon 97201 4 . 6"III 7 6„ • • „• J Phone: 503.223.6663 2" OF 3/4"-0" BASEROCK • ° a MAX. � COMPACTED SUBGRADE °0 S "• °° ";, ° •°°•°o° /^\ BASE COURSES ii-i N Z 2" LEVEL 3. 1/2" DENSE o GRADED HMAC 24„ ,1/23 DESIGN STUDIO COMPACTED SUBGRADE .L wl=• 6X9p,red Livab+e Daces SIDEWALK ADJACENT TO CURB Uw - 3" LEVEL 3, 3/4" DENSE am GRADED HMAC w F - PLANTER- �•� - 5' MIN. - ROW zLW � w 2" THICK 3/4" MINUS STRIP o¢ a CRUSHED ROCK -2% 6" 1. CONCRETE TO HAVE A BREAKING STRENGTH OF 3000 P.S.I. AFTER 28 DAYS. oov ROAD a • �yt:. ••�'.:. _ ^� 2. EXPANSION JOINTS: / LJ CC I i- IIII.-II=II a Liz O >> ? >> >>c> I >>N4>>e >> > > 11=11=II=11.=11: 11=11- A. TO BE PROVIDED: oz CI 33?a A der ei - 1) AT EACH POINT OF TANGENCY OF THE CURB. a- - 4.1 2 a t" 2" OF 3/4"-0" 2) AT EACH COLD JOINT, m~3 Fe wN �1,/, y I�� \ 1 � l � BASEROCK 3) AT EACH SIDE OF INLET STRUCTURES. zw Jl` 1 I j4. y` COMPACTED SUBGRADE 7 L.J1.-.„_ 1� T1 4) AT EACH END OF DRIVEWAYS. �p> ¢ ND f r/AC? `1 I,2`lar,A * l �r9��� SIDEWALK AWAY FROM CURB 5) AT LOCATIONS NECESSARY TO LIMIT SPACING TO 45 FEET. o 0 00i I nal /I I ! /, y`y��I `tea1� � I f tin B. MATERIAL TO BE PRE-MOLDED, ASPHALT IMPREGNATED, NON EXTRUDING, zh �/}`�S 1 � T1 ONCRETE SHALL BE 3000 P.S.I. AFTER 28 DAYS. WITH A THICKNESS OF 1/2 INCH AND SHALL COVER ENTIRE CROSS SECTION OF CONCRETE. �w `A w � _z 7" THICK 2" MINUS 2. PANELS TO BE 5 FEET LONG UNLESS OTHERWISE SPECIFIED. 3. CONTRACTION JOINTS: 1J El oIJ CRUSHED ROCK A. SPACING TO BE NOT MORE THAN 15 FEET. > a .3. EXPANSION JOINTS & CONTRACTION JOINTS SHALL BE 1/2" PREMOLDED ASPHALT cc J B. THE DEPTH OF THE JOINT SHALL BE AT LEAST 1-1/2 INCHES. O IMPREGNATED MATERIAL OR EQUAL EXTENDING FROM SUBRADE TO FINISH GRADE AND w PLACED AT SIDES OF DRIVEWAY APPROACHES, UTILITY VAULTS, WHEELCHAIR RAMPS AND AT 4. BASE ROCK 2"-O" OR 3/4"-0 95% COMPACTION. BASE ROCK SHALL BE TO ¢cc o (=i) SPACING NOT TO EXCEED 45 FEET. SUBGRADE OF STREET STRUCTURE OR 4" IN DEPTH, WHICHEVER IS GREATER. 30_ o i-w o A.C. PAVEMENT SECTION o 4. FOR SIDEWALK ADJACENT TO THE CURB AND POURED AT THE SAME TIME AS THE CURB, 5. DRAINAGE BLOCKOUT - 3" DIAMETER PIPE: c7M 1- w SCALE: ('•l.T. THE JOINT BETWEEN THEM SHALL BE A TROWELED JOINT WITH A MIN. 1/2" RADIUS. o< o cc A. 3" I.O. PIPE WITH COUPLING. . wz J U 5. SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 6 INCHES IF MOUNTABLE CURB IS USED B. DRAINAGE ACCESS THROUGH EXISTING CURBS SHALL BE CORE DRILLED OR CURB oz wo (n OR IF SIDEWALK IS INTENDED AS PORTION OF DRIVEWAY. OTHERWISE SIDEWALK SHALL HAVE cc- > O _ A MINIMUM THICKNESS OF 4 INCHES. SAW CUT VERTICALLY 18" EACH SIDE OF DRAIN AND REPOURED TO FULL DEPTH OF CURB a m CO ww 0 } LLI Q C. DRAINAGE ACCESS THROUGH NEW CURBS SHALL BE PLACED A MINIMUM OF 2.0' 3 m cc 3 WI I;i > 6. DRAIN BLOCKOUTS IN CURBS SHALL BE EXTENDED TO BACK OF SIDEWALK WITH 3" DIAMETER AND A MAXIMUM OF 3.0' FROM PROPERTY LINES. cc U c=3 cc zQ O E O H Z a.'SCHEDULE 40 DWV (ABS OR PVC) PIPE AT 2% SLOPE. CONTRACTION JOINT TO BE PLACED m� zoo OVER PIPE. 6. FOR SUBDIVISIONS AN "S" FOR SANITARY AND A "D" FOR STORM DRAIN SHALL s C- oa LLI LLJ z L.I 0 1. CONCRETE SHALL HAVE A MEDIUM BROOM FINISH AND TROWELED ON ALL FOUR SIDES BE STAMPED ON THE TOP OF THE CURB ABOVE THE LATERAL na C LLI I = w H CO APPROVm BM APPROVED BY: APPROHD BY: OV F I- C.17YOF77GARD NO SCALE f.17V OF TIGARD NO SCALE f.IT1'OP TIGARD NO SCALE L'III IS F ORPX;ON MICHAEL A. STONE, P.E. OREGON [__MICHAEL A. STONE, P.E. OREGON MICHAEL A. STONE, P.E. 7 ENGINEERING DIVISION CONCRETE DWG. NO. ENGINEERING DIVISION - • DRIVEWAYEE•-�� ~ L PUBLIC WORKS DEPARTMENT „ OTT ENGINEERptt ENGINEER DWG. NO. t ENGINEERING DIVISION OTT ENGINEER DWG. NO. , I..L W II PUBLIC WORKS DEPARTMENT & 1 PUBLIC WORKS DEPARTMENT r� `l LIR 1J115 S.W.I/Ai.I.BLVD. D12$S.W.IUll.BLVD. CURB GUTTER /� 13125 S.W.RAIL BLVD. d u W V W TIGARD,ORBGON T22J JANUARY 2013 SIDEWALK 120 TIGARD,OREGON 97v3 JANUARY 2013 '� 26 TIGARD,OREGON 97223 JANUARY 2013 APPROACH LOCATIONS 140 U -, mum VOICE:(503)639JI1 . II VOICE:(503)639.4171 VOICE:(RD)639.4171 FAX: (503)GRa7291 APPROVAL DATE FAX: (503)WW-7297 APPROVAL DATE FAX: �503)WW-]2'n APPROv.LL DATE D o E m LLI �- ? 0' Q CO 0 _ SIDEWALK ADJACENT TO CURB Z " IZ OE�-3 T-0" 8'-0" PUE - EXISTING DRIVEWAY - 5'-6" 1 ��' 6" C6 X 8.2 CHANNEL 6L HBREAK FLANCE r MATCH WIDTH & GRADE SIDEWALK 18" ////// RAIL (TYP.) -- r 3" MIN. MATCH TOP OF CURB A R/W LINE _ �� MIN I 6.. MAX. GUTTER SEE NOTE 3 ` F,Ti //Q��/a7 \ / 4 a VARIES ♦ `�� •.... _._ C6 X 8.2 CHANNEL / : iormi 6:"A:. •' RAIL TYP. ./ _ ✓IJ 30" MIN SERVICE LINE DEPTH ��� 12"x20" ROTOCAST METER BOX, j//// ,vr•4'i ;�; li•'-v':�•'%�•��;�i�i�F�. �:� �;� I RAIL TCP OF CURB !!�i� CO 4 W/12"x20" COVER W/5-1/2"x11" ~�4/1�//� Is�:!�ww 'v ::_,• �.. ■,���.��.��-.�*-, /j/144 4 1 1*-- / 5'tMINj2% SIDEWALK :. 1 t Z 4" DRAIN • - . c g" Aa \ A �HI /• /i // CAST IRON INSERT WITH NO .ORTOUCH NSERT. NO INGED LASERS D HOLE IN THE TOP •„ TAR 7n°EF2 (VUISTtJf j►.��� •�. 6" DUCTILE IRON RI.'i I m 41,:f 'Las SEE ..�.., n,. RESTRAIN ALL JO N-S Y.'j A e 4 / 6" P1110 • w SIDEWALK ADJACENT TO CURB •• - ' _ / r LANDSCAPE NOTE 3 LANDSCAPE J,;;: �.,, :� "FIELD LOK" OR EQUAL A 7 STREET TAPERED ` STRIP SEE NOTE 2 STRIP \1/4 ✓I`� III III I 4�I�IIII��I� �• o"j STREET p (, l 12" MINIMUM O 5'-6" - 5'-Q" 8'-0" PUE ` lc' !:j• .'I II �II i♦♦ j .RELIEF j SEE NOTE #4 DEPRESSED GUTTER 2" - > /;\M `v -. , '. - • / /` 1 AT OPENING r I I •y 11_6" �<#' -�- 6' MEGALUG RETAINER / / yl`nnke o a j 16" METAL INLET ASSEMBLY o A �J GI-AND ([BAA IRON) / / , REQUIRED ON HIGH TRAFFIC W v 30' MAX Y !�y�ya%`%�Ii��i.��i:�i:�ji��j�Of���Qj�♦�� p E r O STREETS o n .gyp '�♦C!: :':.... . Ni✓ . 1 s' Gn E yr A s 3' II- 3' fIR�I FLG x N.J. -I T �" 10' MIN ' " "' V.J. s" rL I al 6JRBR,M ISOMETRIC CURB CUT OUT o< 30" MIN SERVICE LINE DEPTH 12"x20" ROTOCAST METER BOX, - ' SIDEWALK WITH PLANTER - i //• s PLAN R/W �/� - _ _ -_ W/12"x20" COVER W/5-1/2"x11" STRIP AT CURB o 11• 1�P CAST IRON INSERT WITH NO 0 6" �� 41 TOUCH READ HOLE IN THE TOP 0 3/4" PROJECTED TOP OR INSERT. NO HINGED INSERTS - r 3" MIN 8 �OF CURB 2% MAX 1 MAX. BREAK FLANGE PLAN CURB CUT OUT C6 X 8.2 CHANNEL RAIL (TYP.) • . ''' SIDEWALK WITH PLANTER STRIP AT CURB _: ," •� :�-^ R. �/ ��,. �.�� IS' • WN MATCH TOP OF CURB RLF T 1 - ORI ► ;e,r r�*�j:*::•io.• e. 1"� * ZI TYP -.. . J '... ...•* _ -- - '- �'Gyy • '-�--�--� . .•- r . NOTE N a r Om) NOTES: 4\X t lSil.I..,. .Alttt�__ int"afit�I s• 12" ION r DPANSON GUTTER G Or {, _ f • e_ Safarica (�II_ Y\ 1. HYDRANTS TO BE MUELLER CENTURION, A-423,(OR APP'D EQUAL) 6" MJ, 5 1/4" A«7 �� { .. _ _ CUSTOMER SIDE MVO 3 PORT - TWO 2 1/2" PENTAGON OPERATION NUT, OPEN LEFT WITH THE FOLLOWING: II tN y' off°�0000$'> :.as7• F>s°7, x. . . 1. SURVEYOR TO INSTALL TEMPORARY HUB . �- t e p o 0 9 00 _ra r rt� II A. OIL RESERVOIR $ d AND GUARD STAKE AT LOT LINE FOR �tt� 5 oD.o 0 0 m -l11-17J-W- B. BRONZE ACTUATION NUT _ - , 111�¶-(j)= METER INSTALLATION. 1 ��W///G, F. ;:tiiitingla-� !Weser.- <' 1 o173r+, ceren 2. BOXES SET IN CONCRETE SHALL BEC. BRONZE SEAT RING ° ; S12V2I1 HBrrIsLln x3msnB 0 9-10" TAPERED RELIEF TC=G-2" Date 2!20ASAP 10:l1:D070O 2" OF AGGREGATE NEXT SIZE LARGER. r' SEE PLUMBING CODE D. WEATHER SHIELD CAP GUTTER Ulf PRO/DIED ^Q7 AT CURB FACE 1/2" X 9" o&scDia w SECTION A-A (3/4"-0") COMPACTED 3. CENTER OF METER BOX TO BE OFFSET �'� FOR DEPTH OF E. SAFETY SLEEVE COUPLING 172•X0* D�"�" ANCHOR �\ .� 0 I COVER F. THREADED NOZZLES WITH "0" RINGS µ .�«* 3/4" - 0 DRAIN ROCK J-BOLT cL, � 1' FROM PROPERTY LINE. I ��' 3" DEEP TYPICAL ��cNNN a 4. BANKED METERS WITH SHARED SERVICE •= r---_=%% ":,- G. NATIONAL STANDARD THREADS VIEW A-A trip.) �n w ' a NOTES: LINE TRENCH SHALL HAVE 18" MINIMUM T •• •:•I, 2. SAFETY CHAINS TO BE REMOVED. DISTANCE BETWEEN TAP INSTALLATIONS. 4" MIN J 3. HYDRANTS TO BE PAINTED USING R-1317 SAFETY YELLOW OR AN ALTERNATE APPROVED STREET CURB OPENING DETAIL EXPIRES C6-30-2021 `° 1. CONCRETE COMPRESSIVE STRENGTH SHALL BE A MINUMUM OF 3000 PSI AFTER 28 DAYS. 5. IF WATER METER IS LOCATED IN A 3/4"-0" METER BY DISTRICT FIRE MARSHALL. SIDEWALK AREA THE BOX SIZE WILL BE ROCK ANGLE BALL METER VALVE 4. HYDRANT TO BE INSTALLED TRUE AND PLUMB. NOTFS• n 2. CURB JOINT SHALL BE TROWELED WITH A MIN 1/2" RADIUS ALONG BACK OF CURB. ARMORCAST 17"X30"X12" RPM 20K MUELLER 1" B24258N (THIS IS 5. NO OBSTRUCTIONS WITHIN 3' 0" RADIUS OF HYDRANT. 1. INFLOW STRUCTURE PER LOCAL JURISDICTION. COVER OR EQUIVALENT. IF TWO METERS AN ALL 1" 300 PSI BALL 6. IF SUBJECT TO VEHICLE DAMAGED, PROTECTIVE POST TO BE PROVIDED. 2. INFLOW STRUCTURE - CURB CUT OUT SHALL HAVE MINIMUM 2• DROP AT THE FLOW UNE LEADING TO THE DATE: 1111512019 VALVE NO LEAD ANGLE ARE BANKED IN SIDEWALK AREA THEN 7. VALVE BOX TO BE IN ACCORDANCE WITH STANDARD DRAWING NO. 503 OR AS APPROVED SPLASH PAD, SEE DETAIL. 3. EXPANSION & CONTRACTION JOINTS SHALL BE 1/2" PREMOLDED ASPHALT IMPREGNATED DISTANCE BETWEEN ANGLE STOPS WILL STOP) 5 CURB PROFILE PER LOCAL JURISDICTION. MATERIAL OR EQUAL EXTENDING FROM SUBGRADE TO FINISH GRADE. OR EQUAL BY ENGINEER. BE 24". 8. THRUST BLOCKS SHALL NOT BE PLACED AT HYDRANT LOCATIONS. e., CURB CUT OUT TO MATCH INLET GRATE DIMENSION. DESIGN: SDH L. 0) 1" TYPE "K" SOFT COPPER TUBING 9. INSTALL A STORZ HPHA50-45NH PERMANENT HYDRANT ADAPTER (OR EQUIVALENT) DRAWN: LDBU - SEAMLESS ON THE 4 1/2" PORT. 2a OF C .r NO SCALEcrycry '17f,ARD AP fl'DVm BY: APPROVEDBDr. VED Br: . NO SCALE (mot: A NO SCALE < �;\ ul :p.:.'AR.) APPRO •: •' OREGON LORI FAHA, P.E. OREGON LORI FAHA, P.E. vRI:G,.)N LORI FAHA, P.E. ` rvry " ENGINEERING DIVISION STANDARD DRIVEWAY DWG, NO, • ENGINEERING DIVISION - " tl1y - ' FIRE HYDRANT O . No. eq� OTT ENGINEER ptt`"°"ED 1 " WATER SERVICE DWG. NO. BLICWRRINGDK7TME CURB CUT OUT TOP RAIL I PUBLIC WORKSDEPARTS,CNT I PUBLICWORxSDEPARTMENT PL'BLICW'ORKSDEPARTMEYI SHEET I'•IO. 13125 S.W.l3All.BLVD. I318 S.W.IIAtt BLVD. - I3125 SW',MALL.BLVD. ASSEMBLY 542 CleanWate\ Services rvry TIGARD,OREGON 97223 JANUARY 2016 w/LANDSCAPE STRIPS 1 41 TIGARD,OREGON 91223 MARCH 2O17 520 TIGARD,ORECAN 97123 AUGUST 2015 1TGARD VOICE:(503)639-/D1 °�'Ii� VOICE:(503)639-.171 T'[ • r010E:(40)639JD1 �� 6 FAX: (503)68,-7297 APPROVAL DATE FAX: (303)684-7297 APPROVAL DATE FAX: (303)6W-7297 APPROVAL DATE PAWING NO. 753 REVISED 10-31-19 9 O0 9 a. W. PROJECT NO. DEVL0000-0014 LOCATE FRAME AND COVER MIN. BETWEEN OVER LEDGE OF AT LEAST �� \NOOKOL7\ ENCAPSULATED WATERTIGHT SEAL _ = MI WI 12" IN WADTH ^1 RUBBER GASKETUSING NON-SHRINKING 11 GROUT. '' DAVID EVANS ,;�1 , (�-� AND ASSOCIATES INC. ., , PRE CAST 34' CONICAL PVC HOLES (2) SANITARY 2100 SW River Parkway 1 I S Portland Oregon 97201 :•••, AND MIN 12" SHELF IN 1-1/8' a' e FIELD. 1"/FT SLOPE • �1PICKHOLE4. , Lg!:414 ,SANDED BELL USING NON-SHRINKING ' MATERIALS:MM 27" FROMOFFIRST STANDARD FRAME AND COVER OR AG • MINIAIUAI , 41 �� STD. DRAWING NO. 110, 120, OR 130 -- I~� PLASTIC: DESIGN STUDIO SET FRAME IN NON-SHRINK GROUT I.D• • 10-3/4" r�:, CSP I •4 I MUST CONFORM WITH ASTM Ls(rredivabgRaces I' i D.LP I F 12' C-478. STEEL REINFORCING NOTES: 1�1 ,. PVC SANDED BELL �- -per � . ,�• BAR MINIMUM 1/2" GRADE 60. I. ALL PRE-CAST MANHOLE SECTIONS SHALL CONFORM _ .i_ a.: "' / l I� MEETING REQUIREMENTS OF TO THE REQUIREMENTS OF ASTM C-478. GRADE RINGS (2",4",OR 6") • •• J' • ! (\ ) ASTM A-615 ENCAPSULATED _ MAXIMUM 12" SET IN a I ` 1 v `/ N 2. SEE STD DRAWING 020 FOR POURED IN PLACE NON-SHRINK GROUT WITH INJECTION MOLDED CONCRETE MANHOLE BASE. 6" MIN. COPOLYMER POLYPROPYLENE COVER TOP �' f-`' • COPOLYMER POLYPROPYLENE PLASTICniTh WITH SERRATED SURFACES. 0 0 3. ALL JOINTS AND RUBBER CASKETS SHALL CONFORM STANDARD ECCENTRIC • • • ••••••....• • t t t ••. . •.• • / z w • • rt•t••••v••• • •••• •••• • • •• •• TO THE REQUIREMENTS OF ASTM C-443. 36" CONE • r•••••••••i•• •••••••••• •i • •••••" -j/J +11 24-3/4' -, u, Co - •• •.••••••e.� •• •••r•• ••••�.•• •••• ' 1/2" GRADE 60 REINFORCEMENT f/1 4. SEE STD DRAWING 030. ALL PIPE CONNECTIONS TO KOR-N-BAND 0.• 0',,,' '• •••••.'''• • •-•-� •'•` MANHOLE SHALL BE WATERTIGHT. !=' •=•' w w INTERNAL SMOOTH FINISH CHANNEL 41 41 5. PIPE CONNECTIONS OF 24" OR GREATER SHALL TO 3/4 VERTICAL HEIGHT - 48" MINIMUM STAINLESS REQUIRE A MANHOLE AND CHANNEL DETAIL. STEEL BAND OF PIPE 22 1/2 -Iz p6. PIPE CONNECTIONS OF FOUR OR MORE MAINUNES f�� 12" MINIMUM OF 3/4"-O' �i ce o SHALL REQUIRE A MANHOLE CONNECTION AND CHANNEL D COMPACTED BASE ROCK NOTES: 27' 0 z DETAIL f _ MANHOLE SECTION 1. ALL STEPS SHALL CONFORM TO I 2a" �� m 7. PROVIDE A MINIMUM OF 8" OF INTACT (UNDISTURBED) - c (VARIABLE HEIGHT) INTERCEPT f -��II •� ; •..•. 5-S/4' / co= II- PIPE THE REQUIREMENTS OF ASTM MANHOLE WALL BETWEEN PIPE BREAKOUTS AS c _ • C-47$' , i MEASURED ON THE INSIDE FACE OF THE MANHOLE. ._a+ • . • ,/ �, 3" 7' WATERTIGHT SEAL „ S 2. MANHOLE STEPS MUST BE J/�/ 8 BREAKOUT OF WALL FOR PIPE SHALL BE 2" MINIMUM _ USING NON-SHRINKING TIGHT AND FIRMLY EMBEDDED. 1/ ���� ���� AND 4" MAXIMUM CLEAR OF PIPE WALL. 5" MINIMUM / ,...". 1 GROUT. � FLEXIBLE J . . J////� 2 •. 9. THIS DETAIL LIMITED TO MAXIMUM INTERIOR DROP OF - CONNECTOR _•. .a• / Ile...4:11.111.4..1.1.1111.1.11.411.1111.1.1:1.1111111117-: • 3. ALL STEPS WITHIN AMANHOLE # 03" 3'if FOR SANITARY CONNECTION AND 48" FOR STORM MANHOLE STEPS SEE '" ' P" ' ' SHALL BE OF THE SAMECONNECTION. STD DRAWING NO. 100 , DESIGN, TYPE, AND SIZE. • CONSTRUCT RIBBED 1 •. 12' (MIXING OF UNMATCHED STEPSI23' 10. WATERTIGHT/TAMPER PROOF MANHOLE FRAME AND CHANNEL AND MIN PIPE I 24-1/2" COVER SHALL BE USED IN ALL EASEMENT AND OFF _ 12" SHELF IN FIELD KOR-N-SEAL BOOT I I I I I I I • IS NOT PERMITTED). FFF _STREET AREAS. SEE STD DRAWING 130. PIPE4. STEPS ADJUSTED OR ADDED31I.O. NOTFS: GASKETS �� THATLARE FREE( OF(MOISTURE 1.AL ALL PRE-CAST MANHOLE SECTIONS SHALL (EPDXY SECTION VIEW CO i • •. . AND DEBRIS. TO MEET CO alre CONFORM TO THE REQUIREMENTS OF ASTM ASTM C881). NOES`' -I MainalLidiaw- r C-478 AND APPLICABLE PROVISIONS OF 1. SUBURBAN TYPE FOR USE IN TRAFFIC AREAS OF LOCAL AND NEIGHBORHOOD STREETS. w WATERTIGHT SEAL SEE NOTE 4 SMOOTH FINISH STANDARD DRAWING NO. 010. 2. STANDARD TYPE FOR USE IN TRAFFIC AREAS OF COLLECTOR AND ARTERIAL STREETS. r CC °t;"="!"?.z.',..Tz.6'.6 4.seq':'°„°'°=:.4z.67.6'.ez•'"':_ CHANNEL TO 2. ALTERNATE METHODS TO BE APPROVED BY - 3. COVER AND FRAME SHALL BE GRAY CAST IRON ASTM A-48 CLASS 30. `p.f.MV`,:;t;:{t;t`t`-t"`%.t.:pp:`,:.t.:pp i.V.Ve=t•• 3 3/8' FOR PLASTIC 4. COVER AND FRAME TO BE MACHINED TO A TRUE BEARING ALL AROUND. ze: aio..:e..:}?.:.,.,sac.:...,.;.:}aa:t?,•,• 3/4 VERTICAL CITY/DISTRICT. RIBBED PIPE WITH GASKETS �/ 12" MINIMUM OF 3/4"-0" COMPACTED •t 0 t 4S i(••4N4 t t S t:4�%%•%8'%. HEIGHT OF 3. BOOTS TO BE SIZED PER MANUFACTURER'S SAFETY STEP 5. 1 1/2" PICKHOLE IN LID FOR LIFTING HOOK. L.L Z F" W BASE MATERIAL t r • •t e,t,"ta a,r!�-•e: PIPE RECOMMENDATIONS/SPECIFICATIONS. W IW z W Q I SUBURBAN AND STANDARD ¢ 0 W C ' STANDARD MANHOLE MANHOLE CONNECTIONS MANHOLE STEP \ MANHOLE FRAME AND COVER ; O i o F ,_ C1eanWater Services CkanWater Services C1eanWater Services C1eanWater Services We� I- I- DRAWING NO. 010 REVISED 10-31-19 DRAWING NO. 030 REVISED 10-31-19 DRAINING NO. 100 REVISED 0-31-19 DRAWING NO. 110 SANITARY REVISED 10-31-'9 L.L ~ ci w W c0 0 0 CO W zr - IZ Q A�-I VARIES OVERFLOW STRUCTURE INLET STRUCTURE BEEHIVE GRATE r it ICZ r 18" MIN. DIAMETER BEEHIVE STYLE SIDEWALK DRAINAGE (SEE DETAIL BELOW) OVERFLOW PER DETAIL NO. 758 60 NOTCH, 4" TYP 18" MIN DIAMETER DUCTILE DUCTILE IRON FLAT GRATE, ' -r . , - - ° '. IRON BEEHIVE STYLE/DOME OR APPROVED EQUAL WIRE ROPE. • .- - • ° MANHOLE FRAME r "F-r•,. W * W • * • / " ii.:04 0 ' GRATE, OR APPROVED (SEE NOTE 5) (SEE DETAIL BELOW) 1" FLAT FACE LETTERING / •• W rii^., (RECESSED FLUSH) • Y • • * • * „ * * * W * . 4-1/2" - 2-1/2' SPECIFY RIM ELEVATION EPDXY MANHOLE FRAME 0 SPLASH ROCK. 6", W TOP OF DRAIN TOP OF STORMWATER �/� r cc m z 'MINIMUM 4' OF 8" • • * / MIN. AROUND BASIN ABOVE J= TO STANDARD REINFORCED } • + PERFORATED DRAIN PIPE • + + / i GRADE FOR FACILITY TOPSOIL CONCRETE PIPE, CLASS III�` •O T �' ® ® „STRUCTURE. TYP. " DESIGN _ \ g• ♦ ,r w PONDING, PER -` /X/)/ \/\/ P ♦ ♦ AS / I a REBAR U-BOLT 10" / /'O. I� 4�` �1F/ ® I ® . .°Y W • / k•• Im � '�� �\;/ (SEE NOTE 1) z♦ ��'j� �`'t., 4" DIAMETER CUT • �" •4" DIAMETER CUT" ~r"' rn ,Cr' r ♦q.4 � 260J61 unv �.,, OUTS. MINIMUM 3 OUTS. MINIMUM 3 - • - =f'W' I ' - CUT OUTS PER INLET `� • CUT OUTS PER INLET W 4 ' % t., - - r a. 'W' Lu t 4.4 • 4.-4‘, STRUCTURE TYP.* + STRUCTURE TYP. + 't I Z to •• i ' 0 0 ' 4.w o W . o W , `• y - '� S . '2 1 1/2' PICKHOLE '''L'�O ' _ O''^'',, � malge ® - • a,: � •. *1 .� / • 4-o-I -v 1f��'t•, W ° I\ \ T • U7 U •,' �", , � ® ® ':i . �I>� •a.. • % • 9 ° ' y y ,• / RFFT. 11 PERFORATED GRAIN PIPE D r Ea' r s z °" �"'` FLOW MODIFIED CG-30.,- +• .• �' 1. ,�'�'A'� JAW: 6, mr0 ® .alorro>< .. o U • TRAPPED CATCH-41 • • SEE TAIL 755 c FL0 +• y y +• (. CONNECT TO MANHOLE , SLOPE 70 DRAIN W ♦O•'+'�♦...W'`•'�♦' ® ( ® BASIN, NYLOPLAST - CHECK DAM, AS + a m IV: OR INLET r '9 �. N'/it���P ® ® III, OR APPROVED NECESSARY. (SEE NOTE 3) "' y ,%. '•' O 4 9/NS 4 • -SAP (16 3 4' TERTIGHT A EQUAL. 12" MIN. . �FG�FOy /� - d ti •TO ) / SEE DRAWING 760 ,v a y G a O � - �� a HOLES AS SHOWN SWE DRAVANG g030 4" EXPOSED MIN. • y + P• • !�� ' P, 30" MIN. 6" .v s TREATMENT AREA SIDEWALK DRAINAGE NOTCH "° y �I ,� 3.000 PSI \ ow�' COVER TOP COVER BACK 2' MIN. FREEBOARD 18" MAX •I y y r r jl`• •7y t COMMERCIAL GRADE Z v o TO LOWEST I.E., IN. - 4" MIN. POND DEPTH _ ! Ay y y • w� �•00� • 5-I/8" / I 1'-11 3 4" w0 •N O I. + •y v rYi •y ) l �. Y �B/G�g7%IASC CONCRETE 1 > sdl+ 40 pJ FR,e +' �[►'•Y. w►a �II�%11 1111'11 \ I o ::. 11 If-�.l+._�.1i, �_�.I f_L.11.=�.1 f_� \�\\/\\/i o�� �PNcE °°Rq�y pA ,� .� ,. �' 1111,.....„ • ' ,� \/\/\i 18" MIN. GROWING MEDIUM ON \°o £/ 4' ,°. 4 �18-1/4"� \ : i , 1 11 II 11=11.=11*.11 ` \ , G �^ o h o' \__ V \//\\//\ 11=11 11 =11 11 11= cf 'Ai 3" DEEP (3/4" - 1/4") CLEAN - I- , 4 .4 4 r .4 4 w #3 02 12'EACH WAY \/\, - „,„,,,,,,a, \ .r .v y fro, x\ \ I�IyI1• /���t�1y'! I' v CRUSHED DRAIN ROCK _ r •• 4, ,rw \'/ \ a�T�T`�'• v yr`� �� 15" DEEP (1-1/2" - 3/4") "' • y "' y 3/8"y �\\\/4�tetzetaltim A��74 .tedi 4Ia CLEAN CRUSHED DRAIN ROCK y 4a, I4, y „ BEEHIVE GRATE18 1/4'S ► 24 3/4' DIA. 'I/� V,,`',V'V'�`,`,\`i wvy , . `• a, +' y ya „ 4„ r20 17 3/4"� 8 1 4' 7/8' NOTES: / tS ]",/y v SEE ORMED NOTE6 DRAIN PIPE, 8" TYP. y • +• OUTS.I MEN 3 PER I_TER CUT 11 I 3/4" tx� / SECTION A-A4 I (1 + r a� Q - STRUCTURE. gi 18" MIN DIAMETER DRAIN SPLASH ROCK 19449pE S 1. THIS DETAIL REPRESENTS A FLOW THROUGH PLANTER WITH FULL LENGTH CONCRETE WALLS AND 12" MIN DIAMETER DRAIN 19 1/4"-I §. ■e ui� "/. BASIN, NYLOPROVED AST OR .AROUND I .y..,r�,.•er%...,n.,,m" / / FLOOR. FOR INFILTRATION PLANTER CONCRETE WALLS W/FOOTING WILL BE REQUIRED AS SHOWN ON APPROVED EQUAL. BASIN, NYLOPLAST OR STRUCTURE Steven Harrisona ol.aa•a•••am:va,•• S 7���%� DRAWING #750. NON BUMPED APPROVED EQUAL. 18" 27 3/4" -� P At w I 2. WALL'S STRUCTURAL DESIGN AND DIMENSIONS DETERMINED BY ENGINEER. MIN SUMP REQUIRED. '9A"6��61-t+� ,6" SQ. 3. PROVIDE PROTECTION FROM ALL VEHICLE TRAFFIC, EQUIPMENT STAGING, AND FOOT TRAFFIC IN PROPOSED 16• S 2 7/8" FACILITY AREAS PRIOR TO, DURING, AND AFTER CONSTRUCTION. 1 H x4 REVERSIBLE MANHOLE FRAME �`� O. 4. SIDEWALK ELEVATION MUST BE SET ABOVE CHECK DAM AND INLET/OUTLET ELEVATIONS TO ALLOW OVERFLOW a 1 LL 7 1/2 SQ TO DRAIN TO STREET OR PIPED OVERFLOW SYSTEM AS APPLICABLE. a 5. PLANTER SHALL BE FLAT BOTTOM IN ALL DIRECTIONS TO WITHIN 1 INCH. CHECK DAMS SHALL BE PLACED ACCORDING TO INDIVIDUAL PROJECT PLANS PER DETAIL 762. PROVIDE 2" MIN FREEBOARD. MKS E6-30-2021 a 22 1/2" 01k - 6. STREET SIDE CURB NOTCHES TO BE LOCATED AS IDENTIFIED ON PROJECT PLANS. I. SIDEWALK CURB NOTCH: 1" LOWER THAN SIDEWALK, SLOPED TO FACILITY. SIDEWALK DRAINAGE NOTCHES NOTES SECTION VIEW SHALL ALIGN WITH SIDEWALK CONTRACTION JOINTS AND LOW POINTS. 8. PERFORATED PIPE IN INFILTRATION FACIUTIES: BOTTOM OF PIPE SHALL BE SET AT 2 1/2" ABOVE SUBGRADE. 1. SECURE GRATE IN PLACE WITH 54" OF WIRE ROPE. LOOP ENDS OF WIRE ROPE AROUND U-BOLT ANC) PERFORATED PIPE IN ROW THROUGH FACILITIES: BOTTOM OF PIPE SHALL BE SET AT BASE OF DRAIN ROCK GRATE. CRIMP EACH ENO OF WIRE ROPE WITH 3" OVERLAP. DATE: 1111512019 LAYER. NOTE: 2. DRILL 2" DEEP HOLES INTO PIPE AND EPDXY g4 REBAR U-BOLT (2"x 4") IN HOLES. i i 1. PLACE STRUCTURE ON 3 TO 0" BASE ROCK PLACED OVER NATIVE SUBGRADE.9. HYDRANTS, UTILITY POLES. OR ANY UTILITY BOXES PLACED WITHIN PLANTER MUST BE APPROVED BY 4 3. GRATE TO BE CAST IRON, ASTM A48 CL30. DESIGN: SDH JURISDICTION IN WRITING. / 4. SIZE INLET BASED ON CALCULATED FLOWS AND MANUFACTURERS RECOMMENDATIONS. mm SEE DETAIL #110 FOR MANHOLE FRAME SPECIFICATIONS. 10. ACTUAL ELEVATIONS AND DIMENSIONS TO BE CONSTRUCTED AS IDENTIFIED ON PROJECT PLANS. 5. WIRE ROPE BETWEEN 1/8"-3/16" DIAMETER, STAINLESS STEEL, 7 STRANDS OF 19 WIRES. DRAWN: LDBU 11. ENSURE THAT A DOWNSTREAM CATCH BASIN IS IN PLACE FOR EMERGENCY OVERFLOW. d> STORM WATER MANHOLE LID STREET SIDE PLANTER OVERFLOW/INLET BEEHIVE INLET PP a CleanWater Services WITHOUT STREET PARKING CleanWatei Services STRUCTURE C1eanWatter Services C1eanWatei Services SHEET NO. ^^ DRAWING NO. 120 REVISED 10-31-19 DRAWING NO. 745 REVISED 10-31-19 DRAWJiNG NO. 407 REVISED 10-31-19 DRA'MNG NO. 405 REVISED 10-31-19 B i/V-. r2,1 PROJECT NO. DEVL0000-0014 • A mg, B PROPERTY LINE OR I. AU. STORM AND SANITARY SERVICE PIPE unuTY LATERALS SHALL BE MARKED ON THE II SIZE AS EASEMENT TOP FACE OF CURB AS FOLLOWS: 3/4' SQUARE SPECIFIED - •STORM DRAIN LATERALS 'D" 0 DAVID EVANS A w� - 12" DISSIPATION PAD A CON:;;;E A A B B •SANITARY SEWER LATERAL$ 'Sar4o 70::::vilegvIATES Ir4e. ir . .1�/ ❑ ❑a❑ \ I'M al' ANO A MAX HEIGHT OF 4• "1111111s. VER FRAME AND �1!.�� 1 I 1 1 3. LETTER SHALL BE CENTERED ON TOP on 97201 4Th-i IT APPLICATIONS) F-❑ ❑ S ❑ ' ❑M ❑ 0 ' CURB STAMP DETAIL / • a_ / BACKFILL TO PREVENT � ■ PLUG BLOWOFF • • • • • • • • • ii • • FINISH GRADE III I._ I • •��• •• • III I �.. • • • • , • • (ASPHALT, CONCRETE, OR OTHER) .._III -. l,A;d� F` :j" I �� DESIGN STUDIO �'3" .�I A>,cp,:Rd iivabb Pfaces • 't " • • ' I -I � I. III_ _ WATERTIGHT PIPE PLUG HEIGHT PROPERTY UNE OR 11-111 1I %Vs .3• III_ 1WTH STOPS at 7/g OF HEIGHT: TOTAL UTILITY EASEMENT WATERTIGHT THREADED B� I -i_1=11 L: `� LIFt 10'� $TQRM z zxaIII LOT. SANI ARY I IAIINTYPICAL, 2 PLACES - ri:�i • MAJNR PLAN FACESTREETI. 111-111 'i 11.111611... 36 2X4 • -��-J 1 I1 I=(�=1I r T - `��""' / 6 SECTION B-B1 I ��1�I:, - PROVIDE 3 4"-0 FOR2" MIN. CIF.ARANCE - -1_- @L s.•:,. COLOR CODE SURFACE SEE NOTE 2 - I I \.o/ -I Is ��•I�1� I1, AMINIMUMOF 6"+� �6" MIN 1' IN •wAl_ .Ili` �•"`""a ` "' `` '•�•• AROUND CLEANOUTGROUND (GREEN-SANITARY) t2" OVERLAP ice, 8" (YMITE-STORM) ;r • F I II 13" MIN INE " t'�9��,,,,,_ / PROVIDE 1/2'GAP (MAX. IJ ••ti,� • I 18" NOTES: .i.•. , �� r,"S�•st•'`'�9cem . t' • BETWEEN CLEANOLL PIPE t'I 1y�,.1 l. \ _ AND GROUT COLLAR. I1 •yat.; I ♦ 1. FOR NEW CONSTRUCTION ALL SIDE SEWER \ m 1�-I�-I 1 1 r1�.. yi SECTION A-A AND SIDE STORM PIPELINE CONNECTIONSGROUNDrc •' 1-I1-1I• ''�' ' • II' TO 8" AND 10" MAINS SHALL BE WITHSURFACE MAGNETIC+ >♦ �3 BAR$ O IIpIIpI SEE NOTE 1 I . :1 1 FACTORY FABRICATED "TEE" FITTINGS TAPE ., 1 • 72" VERTICAL III I I 1 SEE NOTE /2 �1 II II" =GROWING 11 1 ! I UNLESS OTHERW SE APPROVED. N 18" MIN. ' II MEDIUM �•�-Sj•-: I C e OVERLAP ��. 3" CLR, TYP. - +� --. LIl 1 III III OOP' y-i i- 1-1I I \ 2. PIPE MATERIAL SHALL BE ONE OF THE_ - _, I _ 11III ,- 1 -1 ~ �. : Q, ��� � F L N , F '♦ ♦ )i i=i l 1=1 I I-� r= l i=' I r'j••" : M 11 11 _\ \ / A PVC ASTM-03034, ASTM-C900 ♦ ♦ • 4• HOKER - -1 I- - I j/i1♦�� .I•.•.•.•,�j u B. DUCTILE IRON CLASS-50 LABEL MAGNETIC TAPE VATH BLACK LETTERING STATING II O NO Ilk. ii _COURSE !<!♦i[•11Ir..1i'•✓g l�;•+f♦".•afJr-I y" ,i I I•! 111rNOTES / =�/ (STORM CNLY) THE FOLLOWING: 1qlc''3 BARS ® 12' - I I 'f 1�1 i ISI I .° •�" J'r y1 }�' pI C. A-2000 PVC ASTM 949 fOR SANITARY: •CAUTION SEWER BURIED BELOW." a-1� "�DRAIN •'�• .•'-•'�• + • •''• w^• •�'•s' -✓ • ••�' • L" �_� D. PVC RIB MEETING ASTM D 1784 k-'VARES I LONGITUDINAL `/ �` -ROCK ��'��� '� ��'� 1�1D �'� 1� � ��-� �= 1. Ya" ALLEN HEAD BOLTS / E. CPP MEETING AASHTO M252 FORCSTORM: BCAUnIX4 STORM DRAIN BURIED BELOW.' .�11•1r1 -1 1 LONG RECESSED PLA E 18' A OVE TOP OF PIPE AND AGAINST 2X4 1,: , • - N n ,II. 2. ALL PERMANENT CLEANOUTS 6" l o r - 3' CLR, TYP. ,' ��•�� II. II I TO HAVE BOLT DOWN COVERS. [I�ll kk' :---•- _ - - �r�s�.l1 II� 3. MATERIAL SHALL BE GRAY g' \ 1��1�1 1�::' A.4' •• at:�.irt7 CAST-IRON, ASTM A-48, _I 6" HOOK, IYP. 4' DIAMETER WEEP 1-I=4i-•I'%= .'•: .' . .' a � ♦'=IY' CLASS 30. HOLES 8" ON SECTION B-B • - I- CAP/ CENTER SPACING. I SEE NOTE 1 ! .•.I,ir..,, ( PLuc SECTION A-A 3/4'-0 CONCRETE ENCASED J �� A otil' CO NOTES BOTTOM OF WTE .� FOR PLASTIC PIPE �„ 7 ♦i . . J IIf -11111`� 1. WEEP HOLES TO BE PLACED WITHIN DRAIN ROCK LAYER. TOP OF WEEP HOLE TO BE 1 �•�• ® 1 1 MINIMUM SLOPE FOR 3/4'-0 PIPE ZONE SAME ELEVATION AS THE TOP OF DRAIN ROCK LAYER, ON LOWEST SIDE OF CHECK DAM. NOTES: . . • , . . 6- PIPE = 0.010 MATERIAL AS SPECIFIED 2, MINIMUM 3" REBAR EMBEDMENT FOR CURB AND PLANTER WALL. 1. CONCRETE ENCASE ENTIRE WYE SECTION AND 45 DEGREE BEND IF CONCRETE OR DETAIL 4" PIPE = 0.020 I- W F- 3. CHECK DAM SPACING SHALL PROVIDE A MINIMUM OF 2" FREEBOARD, AND AN 18' DUCTILE IRON PIPE. t!=!%•:•:0:0% •- • L�/ L MAXIMUM DROP FROM ANY ADJACENT CURB TO TOP OF FACIU1Y GROWING MEDIUM. 2. STANDPIPE TO BE SAME SIZE AS MAINLINE UP TO AND INCLUDING 8" PIPE. L. Z f W MAINUNE GREATER THAN 8" SHALL HAVE A 8" STANDPIPE. ELEVATION W W z W 0 CONCRETE CHECK DAM --_ STANDARD CLEANOUT CLEANOUT FRAME 0 ¢ w W H SIDE SEWER / SIDE STORM 0 O = I- /lea ��vv__• CleanWater Services CleanWater Services W De1�1 1- p P co REVISED 10-31-19 �7CIVi<7q REVISED 10-31-19 . CIeanWater Services DRAWING NO. 510AND COVER rr „rl - - PIPELINE REVISED 10-31-79 O 0_ C DRAWING NO. 406 (MODIFIED) DRAWING NO. 500DRAWING NO. 520 a ti Q ;LBW H r Et L .32 CLASS "B" CLASS "A" PERFORATED PIPE MANIFOLD PROFILE 16' 16' 1 $ SURFACE RESTORATIONTO 0- 1 (4' MIN.) I AS SPECIFIED OVERFLOW E CONVEYANCE T P T MOUND EXCESS NATIVE MATERIAL FLOW SPREADER, GRADE SEE STD I OVER TRENCH TO ALLOW FOR BOARD, OR TRENCH. 7 y cc 5' MIN. DRAW NG 600 TRENCH:12" CRUSHED m -) T-CUT ASPHALT - SETTLEMENT ROCK OR GRAVEL V' i 2 / DETAIL �_�11=�._-.-. - •'1 GROUND V45° _\ "\ - -1 II NON-WOVEN GEOTEXTILE CHECK DAM 2.5"-4.5"DIAM. SMOOTH Y ROCK 2.5-3" DEEP AT 10' •' f • e I�. 11 .Il 1 1 IF 11�I II III ,-.,(�� INTERVALS, SLOPES IN EXCESS OF �I I I -L- --�$'- 6„ ° ° ° . �r� _Ilrr1l t - - Q 1 1-11 Ili-: - _ 12" a v ° HIGH DENSITY JUTE OR 5$ rn // ��-•, 1- ( 1 1 11 COCONUT MATTING I I IA ] ; 1- r SEE POST / 11 1 i I 1 r ° r I, 12" NATIVE TOP SOIL .�4 III E - _ - - _ GROWING MEDIUM w SUPPORT DETAIL /// II / / 1 . r IF TOP SOIL EXISTED '. •', p I 111�1L�11 I I . 1 1j=1 QI IQ rzpo955 COMPACTION 90R COMA TI - PRIOR TO EXCAVATION. 'g •• ,.-I WITHIN 36" OF / / •/ 'I I IY,1 / '� �' ,• • <_t• • t i!.r t t t v t. t t r Yt• lt !rr r r is CHOKER COURSEUSURFACE �- w� ♦ , �� ` 'S' i' _ 5 Y .adu • i� vt vt 4!♦v 11 d=v ���Mrs� +!�!v v" r / /-�t ZUNDISIURBED 12•./, \YY /Iait�IlaI11=iwi111-a11°II 1 B "�• l 1} I I �f♦��0t0;41 ...�.. 0fl ,• U _1 ° ° EARTH 4. �/ -1�1• 1-11=IP491 11'I91 A1-11 11 11=11 11 IIMMI�'11-11mIr 11�I1-n- \I j' I •:�Y$A=•. �'^♦r,yT� +�y� .>r ..• DRAIN ROCK Z 90R COMPACTION NATI ♦ 11=11?11=11=11"11=Il=II11=11=IIII=11=Ih11=1111=11 II II 11 II=11 11.- 0 11'=1n - i.•f• f" '�!'-•�. ." '," ♦ .• UNDISTURBED MATERIAL f/ / //�/ 111111111.111111616= - - - - - - - _ - - 1111L11 D:II II II�LIhIIIIII II II II-IL IfIIIti�CII��1L ITI'�II II 11=1 i=ii- reT� �i •�'s"i_ y of Toth' IL c EARTH �� ° BESLtO1RFACE F / ;IL /� 1 11-I1GI-11= 18" CROWING MEDIUM LAYER R-II-II-11=11-II-IA-11-11=II-II-II-11=11-11-AI-11-11-11 R=11 00000000001 10000000000_ I- .7 0 1. MATERIALS: 4 ? �Ns\ i°n=n==R-=.,=F=,T=u_=u... ='n_=i1=u=n_,'R-=,.=.,.,.,, =ARTIn.,.„=,=n.In=1 „=}, .,.=„r=R,,.„ ,.=,.=n=n=R='R=n d a 4 , Q' uuu-n a TI a-u u u u n-u u n u. a=u u u n u-n u u n-u u n rrR=71 u n u u=I I-u= 4 1 S � ♦ I n ¢ii D i TI i TI 6 n� 6-11 B n RR II R R RB n n n-n=tl n R B-n i T1 It n-n,,r� 6-6 } 2" X 2" X 63", 12 GA. GALV. PERFORATED STEEL 11=R. 11-n-u-"=11 R D R n-IT_n-n-6-u=n R n n n=n_R-R-n=11-9-II-C�11TT n TI n R=B A Tf=I O I � ♦ v - - �I RR_R_R_R=R=u=R_n R-R_u_R-a=nE.1.11 =n=n=R=O_n_n_n_n_u11.ne .. JJ O / •.IL j�1�j�/�/ /� /� yyl _ _I=P=u=u=n=n=n=u=n-n=n=n=n=n=n=n=ran=n=u=n=n=n=l ru- BOTTOM HALF - NO HOLES OUTLET TO APPROVED m y POST. DEPTH 4 3/4" - 0 CRUSHED / '� ''•1, w`/.`�� �//��N���`V" ,I" V'-I .1i I.II `=s�11=II iri1 IIII ILI1=1111aI I11111111111111 III IL• CONVEYANCE SYSTEM Z� ill S1>• �� VARIES ° ROCK °: / 'r "``���`�`✓'V ``` `/✓/ `//�/,�•�`�`�/��a �•v -I I� IIw.�II:� LI,I PPERFORATEG OLLECENGTH ION ON w 3 2 1/2" X 2 1/2" X 18", 12 GA. GALV. PERFORATED / i�%Il IV✓ ? \ \ '/'��'/���/��������I/��✓1�I/���1� ✓/ / ���//��0�� FAautt • GROUND STEEL STIFFNER POST. I ° •, A\4.- ' �� ��IL cr.\\• / / I PROFILE VIEW^ \\ 2 1 4" X 2 1 4" X 36", 12 GA. GALV. PERFORATED ° o° 4w \ i O STEEL ANCHOR. 3/a"-O CRUSHED a ° 4 •a 1/2 PIPE 1- , ROCK PIPE ZONE d 0.0. PLUS 6' w �� 3/8" X 3 1/2", GALVANIZED HEX HEAD BOLT WITH ° ° a PIPING NOTES S 0 LOCK WASHER, OR 5/16" CORNER BOLT. 4 A a + FOR PRIVATE PROPERTY, PIPING MUST BE CAST IRON, ABS SCH40, OR PVC SCH40. THREE-INCH PIPE IS REQUIRED FOR FACILITIES DRAINING UP TO 1,500 SQUARE FEET OF IMPERVIOUS AREA; OTHERWISE 4-INCH 6 0 7/16" X 5", GALVANIZED CARRIAGE WITH FLAT AND I d- 7• '�.•:-Ar" ! !sP:44 =/ y•.y1.-.Q.• . A. : = i = � p I4 PIPE MINIMUM IS REQUIRED. PIPING INSTALLATION AND SIZING MUST FOLLOW CURRENT UNIFORM PLUMBING LOCK WASHER, 2 BOLTS PER RAIL PER POST. 3/a^-o ��1• y t-•---------- 1L ' CODE. $�txtd QPIPE BEDDING "� .�.t .ti✓T .•;._....._:_.•:_.•s.•-�.-_.1741..�.�IE=II •, S 0 2" X 8" CROSSRAILS WITH REFLECTORIZED RED AND _ l•,r;!:s�. ,.f41I:i�ttii:���:'.�.�. .:f�I:t: 1,_ FOR PUBLIC FACILITIES, 6-INCH OR 8-INCH ASTM 3034 SDR 35 PVC PIPE AND PERFORATED PIPE ARE 13449ff �i�i . -i . •r�"Iil�:iri�ltii� - ElL . NOTES: REQUIRED. WHITE CROSS RAILS. T� I1 A oy.w•mdW ...".m• - . s' "$G�i= $r $j_i i. Steven Harrison w.amoamoamoemm 0 -II 1 11=R:=Lii- 1 1- I 1. COLLECTION AND CONVEYANCE OF OVERFLOW FROM FILTER STRIP SHALL BE SPECIFIED ON PLANS TO Ik,cacoN At > 2. SEE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES Q � - II I• �i T APPROVED PUBLIC CONVEYANCE SYSTEM. •� _ 16, S FOR STREETS AND HIGHWAYS AND THE OREGON (=1IgI1 11=1I--I1. I1- IhI1� NOTES: �� e _ TRENCH STABILIZATION: ����c��i{N{{fff- O SUPPLEMENT, 1/2 PIPE O.D. PLUS a• MIN. FOR PIPE SMALLER THAN 18" IF REQUIRED, TRENCH STABILZATION 2. FACILITY SHALL BE A MINIMUM OF 5- WIDE, MEASURED IN THE DIRECTION OF FLOW. v1P( SHALL BE SPECIFIED SEPARATELY " a 1/2 PIPE 0.0. PLUS 6" MIN, FOR PIPE 16" AND LARGER 1. BRANCH SPACING AND NUMBER OF BRANCHES TO BE CALCULATED BASED ON STORM FLOWS FROM LL AND PLACED PRIOR TO PLACEMENT 3. ENTIRE FILTER STRIP MUST HAVE 100%ATIO COVERAGE BY APPROVED, NATIVE GRASSES, WILDFLOWER BLENDS. IMPERVIOUS AREA BEING TREATED. a 0 3F-1 BARRICADES OF BEDDING MATERIAL. GROUND COVERS, OR ANY COMBINATION THEREOF, 6C-8 BARRICADE DESIGN 2. NO TREES OR DEEP ROOTED VEGETATION OVER PIPING. EeIRES C6-30-2021 m 6C-9 BARRICADE APPLICATION 4. A CONCRETE SPREADER, OR GRAVEL TRENCH MAY BE REQUIRED TO DISPERSE THE RUNOFF EVENLY 3. GRADE SUBGRADE TO PROVIDE MANIFOLD WITH POSITIVE DRAINAGE. IS NOTE: ACROSS THE FILTER STRIP TO PREVENT POINT OF DISCHARGE/CHANNELIZATION. THE TOP OF THE LEVEL 4. CONVEYANCE SIZED AT MINIMUM FOR 25 YEAR EVENT STORM FLOWS. POST SUPPORT I 1. ALL COMPACTION REQUIREMENTS PER AASHTO T-99 AND ODOT/APWA SPEC 00405. SPREADER MUST BE HORIZONTAL AND AT AN APPROPRIATE HEIGHT TO PROVIDE SHEET FLOW DIRECTLY TO 5. DETENTION (IF REQUIRED) VOLUME BASED ON DEPTH OF DRAIN ROCK RESERVOIR LAYER AND POSITION a o 3. ALL MATERIALS AND WORKMANSHIP SHALL BE IN 2. THE TRENCH WDTH AT THE SURFACE OF THE GROUND SHALL BE KEPT TO A MINIMUM NECESSARY TO THE SOIL WITHOUT SCOUR. LEVEL SPREADERS SHALL NOT HOLD A PERMANENT VOLUME OF RUNOFF. OF MANIFOLD WITHIN THE DRAIN ROCK LAYER. rc ACCORDANCE WITH THE CURRENT STATE OF OREGON INSTALL THE PIPE IN A SAFE MANNER. SPREADERS MAY BE CONCRETE PER CWS DETAIL 0715. TRENCHES USED AS LEVEL SPREADERS CAN BE 6. FITTINGS TO BE SAME MATERIAL AS PERFORATED PIPE. DATE: 11/15/2019 STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION 3. THE MINIMUM TRENCH WIDTH IN THE PIPE ZONE SHALL PROVIDE A CLEAR WORKING SPACE OF SIX FILLED WITH WASHED CRUSHED ROCK, PEA GRAVEL OR SAND. 7. PIPE SECTIONS EXPOSED TO SUNLIGHT SHALL BE OF MATERIAL NOT SUBJECT TO DEGRADATION FROM = = INCHES OUTSIDE THE MAXIMUM OUTSIDE DIAMETER OF THE PIPE BEING INSTALLED. THE EFFECTS OF SUNLIGHT. i z 4.IN ALL CASES, TRENCHES SHALL BE OF SUFFICIENT WIDTH TO ALLOW FOR SHORING. PROPER JOINING DESIGN: SDH >.>, 4. BARRICADE FOR SIDEWALK IS SIMILAR. OF PIPE. AND BACKFILUNG OF MATERIAL ALONG THE SIDES OF THE PIPE. 00 m DRAWN: LDBU m 0- PDPROVED CITY TIGARD °t NO SHALL - TRENCH BACKFILL 0 a OREGON YICHAELA. STONE, P.E. VEGETATED FILTER STRIP PERFORATED PIPE DETAILS 0ZilENGINEERING DIVISION an DIO•[Di STREET rlE� DWG. NO. pDRUGWORRHMISIILDEPARTMENT DETAILS CleanWater Services CleanWater Services CleanWater Services SHEET NO. OC xw. REP RN,n "a IGARD.ORSCAN•!7� JANUARY 2013 BARRICADE h h VOICE:Ut3)6f9wI 192 NO. REVISED 10-31-19 DRAWING REVISED 10-31-'9. , rRE VISEO 10-31-19 r°x:Iwyexa.orn .)vaovK DAM DRAWING 590 DRA11iNG NO. 770DRA1uNG NO. 402 r\7 B B (Lj a PROJECT NO. DEVL0000-0014