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Plans (35) SZTOO- LTOZSdJ tZTOO- LTOZSdJ 60000- LI OZII S r` OAK STREET APARTMENTS i o o N to Q zcu m PO N w O o ao 47, z C O IMPROVEMENT PLANS (nap 5 cm v N 0_ U Q al .TIGARD, OREGONL _ w Q aCOQ C PROJECT SITE PROJECT SITE o (BUS PAD) (PED CROSSING) 1 w "� CL o Y Sw z CD � APPLICANT/OWNER > w WASH I NGTON i Q (1) LLJ Ci) - SQUARE RD / -C NAME: OAK STREET AGS, LLC w W s� ` SW LOCUST CONTACT:_....„,„---....,_ _ t JARED MAUCH _Icr) CC °�� 9�0�NY0 cr ,1, - ADDRESS: 10100 TRINITY PARKWAY w a SoVgy v X=FOR REVIEW APPROVAL J X=FOR REVIEW / APPROVAL z w in c.) "' R� z Q 5TH FLOOR - / w /Pp Q R=FOR REFERENCE ONLY (NOT PART OF PERMIT; R=FOR REFERENCE ONLY (NOT PART OF PERMIT; . Q Q. w STOCKTON, CA 95219 WILL NOT BE INCLUDED WITH AS-BUILTS} U' WILL NOT BE INCLUDED WITH AS-BUILTS) ‘;'.,!'/ �' U' PHONE: (503) 272-8833 w Li =NOT INCLUDED w w =NOT INCLUDED �\ X cam, U U 1-- 1 w EMAIL: jmauch@agspanos.com m > > m - SW OAK ST - - '� o_ EL CL SHEET INDEX; o PLANNER / CIVIL ENGINEER/ EROSION CONTROL PLANS /11/6 PROJECT LANDSCAPE ARCHITECT X X X 1 C 0.0 COVER SHEET X X EC-0.0 COVER SHEET AND GENERAL NOTES SATEX X X I C 0. I CITY OF T I GARD GENERAL CONDITIONS X X EC- I .0 CLEARING AND DEMOL TION PLAN OAK 1L NAME: OTAK INCORPORATED X X X I C 0.2 GENERAL NOTES X X EC-2.0 GRADING, STREET, AND UTILITY CONSTRUCTION REGN ED ��4 1SPRUCE S' PLANNER: JERRY OFFER x X EC-3.0 DETAILS 3UL 2 Zp17 OAK ENGINEER: KYLE CHILDERS P.E. OVERALL PLANS RD `�'�'T THORN ST LANDSCAPE: DAVID HAYNES, PLA R X R I C 1 . 11 . OVERALNG5I TE C0 PLANONS/DEMOLITION PLAN R X S 0. I STSTR UCURRA AL NOTES CITY �GpV1SlON 0� T/ m R X X I C 1 .2 COMPOSITE UTILITY PLAN I R X S 0.2 STRUCTURAL NOTES BUIL = 444 ¢ ADDRESS: 808 SW 3RD AVE., SUITE 300 R X R I C 1 .3 OVERALL GRADING PLAN R X S 1 . 1 SITE RETAINING WALL PLAN `n PORTLAND, OR 97204 `� y�r PHONE: 503 287-6825 X R I C 1 .4 FIRE PROTECTION PLAN R X S 1 .2 RETAINING WALL ELEVATIONS SW NORTH DAKOTA ST cn { R X S 2. I SITE RETAINING WALL DETA I LS II II II �� EMAIL: kyle.childers®otak.com GRADING PLAN R X S 2.2 SITE RETAINING WALL DETA 1 LS 1 X R C 2.0 SITE GRADING PLAN SHT 1 OF 2 ARCHITECT X R C 2. 1 S I TE GRAD I NG PLAN SHT 2 OF 2 R X C 2.5 WALL PLAN AND PROFILE CITY t3FTIGARD NAME: KEPHART R X C 2.6 WALL PLAN AND PROF 1 LE REVIEWED FOR CO E COMPLIANCE VICINITY MAPo CONTACT: JOHN BINDER PUBLIC FACILITY IMPROVEMENTS Approved: [ N. T.S. ADDRESS: 2555 WALNUT ST. I X R R C 3.0 SW OAK STREET STA 0+00 TO STA 4+00 OTC. I l DENVER, CO 80205 I X R R C 3. i SW OAK STREET STA 0+00 TO STA 9+50 Permit#: Fp PHONE: (303) 832-4474 EXT. 7125 I X R R C 3.2 SW OAK STREET STA 9+50 TO 1 1 +53 2� - IZ � Address: - �� , I:. � - EMAIL: johnb@kephart.com SW 90TH AVE PEDESTR 1 AN CROSS WALK, & Suite #: SW GREENBURG BUS SHELTER PAD 0(0 By: Date: q ,21 . l &-i ENVIRONMENTAL (WETLANDS) I x C 3.3 SW OAK STREET SIGNING AND STRIPING e?c2a w/o ye() �r� _ s ; z-4. NAME: PACIFIC HABITAT SERVICES R C 3.4 SW GREENBURG RD BUS PAD N., , CONTACT: AMY HAWKINS SITE IMPROVEMENT PLANS w ce Z I ADDRESS: 9450 SW COMMERCE CIRCLE, SUITE 18000 I P X R C 3.5 S 1 TE PLAN SHT I OF 2 / R X R C 3.6 S 1 TE PLAN SHT 2 OF 2 PLEASE PROVIDE 5 ' I COMPLETED NFPA 13 w I PUBLIC UTILITY IMPROVEMENT PLANS MATERIAL AND TEST A . ' ( ./_ _ - - WILSONVILLE, OR 97070 I X R R C 4.0 STORM DRAIN "SD- I " LINE CERTIFICATE AT _ =' i -=X • - 1 . - I X R R C 4. 1 SW OAK STREET STA 0+00 TO STA 4+80 FINAL INSPECTION sw owcr PHONE: (503) 570-0800 f- 0#� - f - - - I X R R C 4.2 SW OAK STREET STA 4+80 TO STA 9+95 '''� mm ,- I I - , -- - - - - - - EMAIL: ah@paclfichabitat.com I X R R C 4.3 L I DA FACILITY ENLARGEMENTS ZO I 6' l • ® � ► • III I � i I N 1 = TRAFFIC ENGINEER SITE UTILITY PLANS w e.......... ... \ NAME: KITTELSON AND ASSOCIATES I R R X C 4.4 SITE UT 1 L I TY PLAN SHT I OF 2 Ct ® / ,. '_� h 1 I .t;,�,;;,�� I I + I� I I� I I R R X C 4.5 SITE UTILITY PLAN SHT 2 OF 2 CITY OF TIGARD 0 Z �, ..- ..w_..r� _ -. __._ - - \ CONTACT. KELLY LAUSTEN REVIEWED FOR CODE COMPLIANCE w i _ , .. - 1 1 1 1 I 1 I IMPROVEMENT DETAILS �� y; �f _ ,, - ADDRESS: 610 SW ALDER, SUITE 700 Approved, [ ta� cg, .! i X X C 5.0 STREET DETAILS [ D 7 '/'0 - I - Ir..�.>> ....... - _ PORTLAND OR 97205 OTC: �� X X C 5.2 5 I TEEDETA IDLS TR I PING DETAILS Permit#: ZC C7- 14 L -� 77 A 1. PHONE: {5D3} 535-7439 Address: [� C� �,,, l I I �I1 i 1111 l Q I EMAIL: klausten@kittelson.com X R X C 5.3 STORM AND SEWER DETAILS _ W IN'~-1 1 ! X R x C 5.4 STORM STRUCTURE DETAILS Suite I--- 8 ' - �� `� GEOTECHNICAL ENGINEER I X R x c 5.5 STORM STRUCTURE DETA I L5 B . ►_di . • Date: (---Siii- °° �� 1 R R X C 5.5A CONTECH WATER QUAL 1 TY MANHOLE DETA 1 LS Li NAME: GEOTECHNICAL RESOURCES, INC. 89 0 X R C 5.6 WATER QUALITY L 1 DA FACILITY DETAILS qa�4 D �-Q% W CONTACT: MICHAEL REED, PE or TAMARA KIMBALL, PE I ADDRESS: 9725 SW BEAVERTON HILLSDALE HIGHWAY R X i C 6.0 WATER SYSTEM DETAILS OFFICE COPY a BEAVERTON, OR 97005 R X I C 6. 1 WATER DETAILS C) U U .N., i PHONE: (503) 641-3478 R X X C 7.0 ADS STORMTECH UNDERGROUND DETENT ON DETA LS co EMAIL: mreed@gri.com, tkimball@gri.com R X X C 7. 1 ADS STORMTECH UNDERGROUND DETENT ON DETA LS 7R X X C 7.2 ADS STORMTECH UNDERGROUND DETENT ON DETA LS I 0 a c' SITE INFORMATION R X X C 7.3 ADS STORMTECH UNDERGROUND DETENT ON DETA LS R X X C 7.4 ADS STORMTECH UNDERGROUND DETENT ON DETA LS E'' 1 R X X C 7.5 ADS STORMTECH UNDERGROUND DETENT ON DETA LS 1 CITY OF TIGARD, WASHINGTON COUNTY, OREGON 1 N 1W 35AC: TAX LOTS 4000, 4100, 4200, 4300, 4400 LIGHTING AND ILLUMINATION PLAN 1N 1W 35AD: TAX LOT 1303 I X IP 1 .0 STREET L GHT I NG PLAN HanmiGlobal Partner I. SITE AREA.. 11 .17 ACRES I R X IP 1 . 1 STREET LIGHTING PHOTOMETRIC PLAN Ste. 300 =-�. . 1 �-1§4--r14-~-- __�� X 808 SW 3rd Ave., --. I 1 P 2.0 SITE L I GHT I N G PHOTOMETRIC PLAN U� ��, �'- �� - � Portland, OR 97204 E. ~ ----� _.;:,_= :.�= � - -1-2,--,-___ 1 Phone: (503) 287-6825 °° �..::,,; �- ��-= - - LANDSCAPE PLANRLE!� �' Fax: (503) 415-2304 �i X X I L 1 . 1 PLANTING PLAN WEST O wvw�w.otak.eom ' w w = = - X X L 1 .2 PLANTING PLAN EAST AND L i DA FACILITY PLANT 1 NG PLANS JUL 2 5 kill 18056 C18056C000 X 1 L 1 .3 ROOF DECK LANDSCAPE PLAN �- X X L 1 .4 PLANTING LEGEND, SITE DETAILS PL�gNNTYOFTIGARD W Project Na. Drawing No. N NG/ENGINEER PROJECT MAP X L 1 .5 SITE DETAILS IPG C0. O SCALE:10 1 !� = 1�0 r X X L 1 .6 PLANTING NOTES AND DETAILS Sheet No. o © Otak, Inc. 2016 E CITY OF TIGARD GENERAL CONDITIONS CITY OF TIGARD GENERAL CONDITIONS (CONTINUED) I. THE PERMIT HOLDER MUST COMPLY WITH ALL APPLICABLE PROVISIONS OF FEDERAL AND h STATE LAW, THE TIGARD MUNICIPAL CODE, AND THE TERMS OF ANY AGREEMENT WITH THE 22. A TEMPORARY HARD-SURFACE PATCH (COLD M I X A.C. OR HOT M I X BASE PAVING) SHALL BE 3 CITY OF TIGARD REGARDING WORK TO BE DONE PURSUANT TO THIS PERMIT. PLACED ON TRENCHES WITHIN ROADWAYS AT THE END OF EACH DAYS WORK. NO TRENCH, a N ON SITE OR OFF-SITE, SHALL BE LEFT AT ANY TIME IN AN UN-SAFE CONDITION. THE % 2. THE CITY'S STANDARD SPECIFICATION FOR TRAFFIC CONTROL IS "MANUAL ON UNIFORM PERMIT HOLDER IS RESPONSIBLE FOR AND IS LIABLE FOR HAZARDS OR DAMAGE RESULTING m 2 "' TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS", US DEPT OF TRANSPORTATION, FROM THE PROSECUTION OF THE WORK. o FHWA, CURRENT EDITION. " Q a 23. WORK PROVIDED FOR UNDER THE PERMIT SHALL INCLUDE REPAIR OF EXISTING FACILITIES o c m 3. TRAFFIC CONTROL SHALL BE PROVIDED FOR BY THE CONTRACTOR IN ACCORDANCE WITH (ROADS, DITCHES, ETC.) AS MAY BE NECESSARY, IN THE CITY INSPECTOR'S OPINION, TO R THE CITY'S STANDARD SPECIFICATIONS AND, ALSO, IN ACCORDANCE WITH A CITY (JOB OVERCOME DETERIORATION OR DAMAGE WHICH OCCURRED IN CONJUNCTION WITH THE SPECIFIC) APPROVED TRAFFIC CONTROL PLAN. A COPY OF THE APPROVED TRAFFIC WORK AUTHORIZED BY THE PERMIT. CORRECTIVE WORK SHALL BE DONE AT THE PERMIT CONTROL PLAN SHALL BE AVAILABLE AT THE WORK AREA. HOLDERS EXPENSE. mEL r c 4. PUBLIC ROADWAY SHALL NOT BE CLOSED TO TRAFFIC, AT ANY TIME, WITHOUT HAVING 24. ONE AS-BUILT DRAWING AND PDF SHOWING ALL NEW PUBLIC IMPROVEMENTS, INCLUDING FIRST OBTAINED WRITTEN APPROVAL FROM THE CITY ENGINEER. THE PERMIT HOLDER IS ANY REVISION MADE TO THE PREVIOUSLY APPROVED CONSTRUCTION PLANS AND, ALSO, o (r RESPONSIBLE FOR PROVISION OF TIMELY NOTIFICATION OF TRAFFIC FLOW DISRUPTIONS ANY IMPROVEMENT WHICH MAY IMPACT AN EXISTING PUBLIC SYSTEM OR FACILITY, SHALL fl TO AREA WIDE EMERGENCY SERVICES (TIGARD POLICE, DEPT. TUALATIN FIRE AND RESCUE) BE PROVIDED TO THE CITY BY A REGISTERED CIVIL ENGINEER ALONG WITH AN AND TO TRI-MET AND TIGARD SCHOOL DISTRICT AND OTHER SERVICE PROVIDERS. ENGINEER'S CERTIFICATION OF INSTALLATION COMPLIANCE. IN ADDITION, THE THE Z2 Y APPLICANT'S AS-BUILT DRAWINGS SHALL BE TIED TO THE GPS NETWORK. THE 5. ADVANCE WARNING OF IMMINENT TRAFFIC DISRUPTION SHALL BE PROVIDED TO THE APPLICANT'S ENGINEER SHALL PROVIDE THE CITY WITH AN ELECTRONIC FILE WITH GENERAL MOTORING PUBLIC BY PLACEMENT OF AN ADVANCE NOTIFICATION SIGN AT EACH POINTS FOR EACH STRUCTURE (MANHOLES, CATCH BASINS, WATER VALVES, HYDRANTS AND END OF THE CONSTRUCTION AREA 72 HOURS (MIN.) BEFORE INITIATION OF CONSTRUCTION OTHER WATER SYSTEM FEATURES) IN THE DEVELOPMENT, AND THEIR RESPECTIVE X AND Y \- "-%( o WORK. STATE PLANE COORDINATES, REFERENCED TO NAD 83 (91 ). INCLUDE ACROBAT (***.PDF) �� 9, O FILE AND ONE I I x 17 COPY OF AS-BU I LTS. eft! Z 6. ACCESS TO EXISTING PROPERTIES SHALL BE MAINTAINED AT ALL TIMES, INCLUDING �Z to liti 0 U NORMAL DELIVERY SERVICE AND MAIL SERVICE AND IF NOT, SHALL BE CAUSE FOR WORK 25. A SEWER SYSTEM AIR-TEST AND A VIDEO TEST REPORT AND ONE SET OF BLUELINE r? . ' STOPPAGE UNTIL EFFECTIVE ACCESS IS ESTABLISHED. REQUIRED TB'Y (TOF NE CITY TYROR FOR REVIEW EWTH HE ANDTORM AND APPROVALSPR PRIOR TOEWER CONNECTIONANY SHALL BE �f :�\4, Lcki ��\ x 7. TRAFFIC CONTROL DEVICES, FLAG PERSONS, ETC., SHALL BE IN PLACE PRIOR TO BUILDINGS TO THE SEWER SYSTEM. W INITIATION OF CONSTRUCTION WORK AND SHALL BE EFFECTIVELY MAINTAINED. 26. THE PERMIT HOLDERS ENGINEER/INSPECTOR SHALL SUBMIT DAILY INSPECTION REPORTS, 8. PURSUANT TO TIGARD MUNICIPAL CODE SECTION 7.40. 180, WORK IS PERMITTED BETWEEN ON A WEEKLY BASIS, TO THE CITY'S I NSPECTOR. (SEE DEVELOPER - ENGINEER THE HOURS OF 7:00 AM TO 7:00 PM DAILY UNLESS OTHERWISE AUTHORIZED BY THE CITY AGREEMENT NOTE #5). MANAGER. 27. THE CITY"S INSPECTOR MAY, AT HIS DISCRETION, REQUIRE PROVISION OF TESTS AND OR 9. HOURS OF CONSTRUCTION WORK ON COLLECTOR AND ARTERIAL ROADS WILL BE LIMITED TO REPORTS FROM THE PERMIT HOLDER, THE PERMIT HOLDERS ENGINEER OR CONTRACTOR TO 9:00 AM TO 3:00 PM UNLESS AUTHORIZED BY THE CITY ENGINEER. NO WORK WILL BE VALIDATE CLAIMS OF MATERIAL OR CONSTRUCTION ADEQUACY/COMPLIANCE. SUCH PERMITTED ON COLLECTOR AND ARTERIAL ROADS BETWEEN 3: 30 PM AND 9: 00 AM UNLESS TESTS/REPORTS SHALL BE PROVIDED AT THE PERMIT HOLDER'S EXPENSE. AUTHORIZED BY THE CITY ENGINEER. 28. THE PERMIT HOLDER SHALL PROVIDE A COPY OF A PROPERLY EXECUTED RELEASE AND 10. MINIMUM TRAVEL LANE WIDTH SHALL BE TWELVE (12) FEET, UNLESS OTHERWISE APPROVED WAIVER DOCUMENT TO THE CITY FOR EACH OWNERSHIP DISTURBED BY CONSTRUCTION BY THE CITY ENGINEER. PEDESTRIAN TRAVEL SHALL ALSO BE PROVIDED FOR. ACTIVITY, AS EVIDENCE OF DISTURBANCE RESOLUTION AND OWNER SATISFACTION. II. THE CITY RESERVES THE RIGHT TO ADD TO OR MODIFY TRAFFIC CONTROL REQUIREMENTS 29. EXISTING MONUMENTS, PROPERTY CORNERS, AND SURVEY MARKERS SHALL BE PROTECTED. AS MAY BE NECESSARY TO EFFECTIVELY CONTROL TRAFFIC AND TO ASSURE PUBLIC REPLACEMENT SHALL BE AT THE PERMIT HOLDERS EXPENSE. SAFETY. 30. THE ENGINEER SHALL NOTIFY THE WASHINGTON COUNTY SURVEYOR WHEN THE INITIAL AND 12. BEFORE INITIATING ANY CONSTRUCTION ACTIVITY, THE PERMIT HOLDER SHALL BE FINAL LIFT OF ASPHALT HAVE BEEN PLACED. CONTACTED BY THE CITY'S PRIVATE DEVELOPMENT INSPECTOR, (503/639-4171) TO ESTABLISH A PLACE, TIME, AND DATE FOR A PRECONSTRUCT I ON MEETING.. 31. THE PERMIT HOLDER SHALL PROVIDE TO THE CITY INSPECTOR, IN WRITING, THE NAMES AND 24 HOUR EMERGENCY TELEPHONE NUMBER OF TWO (2) PERSONS WHO HAVE AUTHORITY 13. THE PERMIT HOLDER OR HIS CONTRACTOR SHALL NOTIFY THE CITY'S INSPECTOR AT TO RESOLVE PROBLEMS, TAKE CORRECTIVE ACTION AND, IN GENERAL, WILL BE 503/639-4171 TWENTY-FOUR (24) HOURS PRIOR TO COMMENCING WORK, TWENTY-FOUR RESPONSIBLE IN CASE OF ANY EMERGENCY. THE PERMIT HOLDER SHALL NOTIFY THE CITY (24) HOURS PRIOR TO ANY STAGED INSPECTION AND AFTER COMPLETING WORK COVERED INSPECTOR, IN WRITING, OF ANY/ALL ASSIGNMENT CHANGES. BY THE PERMIT. 32. THE PERMIT HOLDER SHALL CAUSE HIS CONTRACTOR TO PROVIDE TO THE CITY INSPECTOR, • 14. A COPY OF THE PERMIT AND ALL ATTACHMENTS, AND A COPY OF THE APPROVED IN WRITING, THE NAME AND 24 HOUR EMERGENCY TELEPHONE NUMBER OF A DESIGNATED CONSTRUCTION PLAN AND ALL AMENDMENTS SHALL BE AVAILABLE AT THE WORK AREA. "COMPETENT PERSON" RESPONSIBLE FOR CONSTRUCTION SAFETY AS PER OR-OSHA, CHAP. Cip ALL WORK SHALL CONFORM TO THE PERMIT TERMS, CONDITIONS AND PROVISIONS AND TO 437, DIV. 3 CONSTRUCTION, SUB-DIVISION P - EXCAVATIONS. THE CONTRACTOR SHALL 4 THE CITY APPROVED PERMIT PLANS, AND APPROVED PLAN AMENDMENTS AND TO THE NOTIFY THE CITY INSPECTOR OF ANY/ALL ASSIGNMENT CHANGES. CITY'S STANDARDS AND SPECIFICATIONS AND TO THESE GENERAL CONDITIONS. CHANGES Z TO ANY OF THE AFORESAID MUST BE APPROVED BY THE CITY, IN ADVANCE OF WORK 33. IT IS THE SOLE RESPONSIBILITY OF THE PERMIT HOLDER TO PROVIDE FOR PROPER PERFORMANCE. RIGHT-OF-ENTRY AND/OR EASEMENTS PRIOR TO STARTING WORK. PROOF OF P.7... RIGHT-OF-ENTRY OR PROPERLY EXECUTED EASEMENTS, SHALL BE PROVIDED TO THE CITY. �--4 15. MAINTENANCE OF THE WORK AREA AND APPROACH ROADS IS THE RESPONSIBILITY OF THE THE CITY SHALL IN NO WAY BE CONSTRUED TO BE LIABLE FOR THE PERMIT HOLDERS PERMIT HOLDER. THE WORK AREA AND APPROACH ROADS SHALL BE MAINTAINED IN A FAILURE TO OBTAIN OR PROVIDE FOR PROOF OF RIGHT-OF-ENTRY OR EASEMENTS. [ Z CLEAN CONDITION, FREE FROM OBSTRUCTIONS AND HAZARDS. A COPY OF THE PERMIT HOLDERS CERTIFICATE OF INSURANCE SHALL BE AVAILABLE AT THE WORK AREA. 34. BEFORE PLACEMENT OF ASPHALT, THE PERMIT HOLDER SHALL CLEAN AND COMPLETE A p PRE-ACCEPTANCE VIDEO INSPECTION OF ALL NEW SEWER LINES. THE PERMIT HOLDER ,. E= 16. THE SPREADING OF MUD OR DEBRIS OR STORAGE MATERIALS OF EQUIPMENT OF ANY KIND SHALL PROVIDE THE CITY WITH 30 DAYS OF NOTICE FOR THE VIDEO INSPECTION. ANY UPON ANY PUBLIC ROADWAY IS STRICTLY PROHIBITED AND VIOLATION SHALL BE CAUSE DEFICIENCIES SHALL BE REPAIRED BEFORE PLACEMENT OF FINAL LIFT. P....1z Z FOR IMMEDIATE CANCELLATION OF THE PERMIT. THE CITY MAY AT ANY TIME ORDER CD IMMEDIATE CLEAN-UP AND STOPPAGE OF WORK TO ACCOMPLISH CLEAN-UP. 35. (PRIVATE SYSTEMS) THE DEVELOPER SHALL MAINTAIN THE WATER QUALITY FACILITY AND 0 U CORRECT ANY DEFECTIVE WORK, AND SHALL PERFORM ALL SCHEDULED MAINTENANCE TO 17. EFFECTIVE EROSION CONTROL IS REQUIRED. EROSION CONTROL DEVICES MUST BE ASSURE PROPER FUNCTIONING OF THE FACILITY. � E.-- i cl hi INSTALLED AND MAINTAINED MEETING THE CLEAN WATER SERVICES AND DEQ Z REQUIREMENTS. THE CITY MAY AT ANY TIME ORDER CORRECTIVE ACTION AND STOPPAGE 36. (PUBLIC SYSTEMS) THE DEVELOPER SHALL CREATE AND PROVIDE TO THE CITY A SCHEDULE OF WORK TO ACCOMPLISH EFFECTIVE EROSION CONTROL. FDOR EVELOPERDIC SHALQUL MAINTAIN MAINTENANCE SAID FACILITY F THE FOR A PERIODALITY OFWATER THREE (3) TY.YEARSHE FROMp CWS IS. PROPERTY DISTURBED BY CONSTRUCTION ACTIVITY SHALL BE SEEDED WITH A STANDARD THE DATE OF CITY CONDITIONAL ACCEPTANCE OF THE PUBLIC IMPROVEMENTS. ON GRASS M I X; SHRUBS, FLOWERS, BARK DUST, EX I ST I NG S I GNS, PAVEMENT MARK I NGS, OCTOBER I st OF EACH YEAR DUR I NG TH I S THREE (3) YEAR PER I OD, THE DEVELOPER SHALL �. C� CM MAILBOXES, ETC. SHALL BE REESTABL I SHED, REINSTALLED, OR REPLACED, WITH L I KE K IND REPORT, I N WRITING, MAINTENANCE ACTIVITIES TO THE D I RECTOR OF PUBLIC WORKS. . i .,% AND MATERIAL. CITY CREWS SHOULD MONITOR PROPER REMOVAL AND DISPOSAL OF SILT AND DEBRIS. CD I -- C.D PRIOR TO CITY FINAL ACCEPTANCE OF THE FACILITY, THE DEVELOPER SHALL PROVIDE A C\2 f= cii 19. EFFECTIVE DRAINAGE CONTROL IS REQUIRED. DRAINAGE SHALL BE CONTROLLED WITHIN WRITTEN EVALUATION OF THE OPERATION AND MAINTENANCE NEEDS OF THE FACILITY AND LL. THE WORK SITE AND SHALL BE SO ROUTED THAT ADJACENT PRIVATE PROPERTY, PUBLIC CORRECT ANY DEFICIENCIES IDENTIFIED IN THE EVALUATION. ,zt.; 0 a PROPERTY AND THE RECEIVING SYSTEM IS NOT ADVERSELY IMPACTED. THE CITY MAY AT C\2 ANY TIME ORDER CORRECTIVE ACTION AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE 37. PRIOR TO ISSUANCE OF A SITE PERMIT, THE APPLICANT SHALL PROVIDE A CONSTRUCTION g DRAINAGE CONTROL. VEHICLE ACCESS AND PARKING PLAN FOR APPROVAL BY THE CITY ENGINEER. THE PURPOSE CD - - OFa THIS PLAN IS FOR PARKING AND TRAFFIC CONTROL DURING THE PUBLIC IMPROVEMENT g- 20. OREGON LAW REQUIRES FOLLOWING THE RULES ADOPTED BY THE OREGON UTILITY CONSTRUCTION PHASE. ALL CONSTRUCTION VEHICLE PARKING SHALL BE PROVIDED FOR N NOTIFICATION CENTER. SAID RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR ON-SITE. NO CONSTRUCTION VEHICLES OR EQUIPMENT WILL BE PERMITTED TO PARK ON 952-001-0080. COPIES OF SAID RULES MAY BE OBTAINED FROM THE CENTER BY CALLING ADJOINING RESIDENTIAL PUBLIC STREETS. CONSTRUCTION VEHICLES INCLUDE THE g 503-246- 1987. IF YOU HAVE ANY QUESTIONS ABOUT THE RULES, CONTACT THE CENTER. VEHICLES OF ANY CONTRACTOR OR SUBCONTRACTOR INVOLVED IN THE CONSTRUCTION OF I O a- 9 NOTE: DAMAGE TO UTILITIES SHALL BE CORRECTED AT THE PERMIT HOLDERS EXPENSE. THE SITE IMPROVEMENTS OR BUILDINGS PROPOSED BY THE APPLICANT, AND SHALL 53 INCLUDE THE VEHICLES OF ALL SUPPLIERS AND EMPLOYEES ASSOCIATED WITH THE i 2172 _ Y 21. CONTRACTOR MUST VERIFY ALL EXISTING UTILITIES FOR BOTH VERTICAL ELEVATION AND PROJECT. .,.,,F..... HORIZONTAL LOCATION PRIOR TO START OF WORK (POTHOLE BEFORE DIGGING IF ' "'-' ': _ NECESSARY). SHOULD CONFLICTS ARISE AND REDESIGN OR RELOCATION OF FACILITIES BE W Y NECESSARY, IT SHALL BE DONE AT THE PERMIT HOLDERS EXPENSE. CHANGES MUST BE p., HanmiGlobal Partner APPROVED BY THE CITY IN ADVANCE OF WORK PERFORMANCE. CONTRACTOR SHALL COORDINATE THE WORK WITH AFFECTED UTILITY AGENCIES. 808 SN 3rd Ave., Ste. 300 Portland, OR 97204 K. ►ti Phone: (503) 287-6825 = Fax: (503) 415-2304 in www.otak.com r, 18056 C18056CO01 NW Project No. Drawing No. Cta. 1 0 Sheet No. a. ©0tak, Inc. 2016 GENERAL NOTES GRADING NOTES GENERAL UTILITY NOTES, CONT. I. ALL WORK SHALL BE IN ACCORDANCE WITH THE CURRENT AND APPLICABLE REGULATIONS, I. PROJECT GRADING LIMITS SHALL BE ALL PROPERTY LINES AND STREET RIGHT-OF-WAY, 10. WYE BRANCH FITTINGS REQUIRED FOR ALL PRIVATE SANITARY AND STORM LATERALS. SPECIFICATIONS, CODES, AND REQUIREMENTS OF WASHINGTON COUNTY, CLEAN WATER SERVICES UNLESS OTHERWISE SHOWN ON THE GRADING PLANS. o R&O 07-20 (CWS), THE OREGON STATE PLUMBING SPECIALTY CODE (UPC), AND THE OREGON 11. THE UTILITY TAPS TO SERVE THIS PROJECT WILL BE INSPECTED UNDER THE ASSOCIATED 0 N PUBLIC IMPROVEMENT WORK. �, - STATE STRUCTURAL SPECIALTY CODE (UBC). 2. STRAIGHT GRADES SHALL BE RUN BETWEEN ALL FINISH GRADE ELEVATIONS AND/OR FINISH W 0 to CONTOUR LINES SHOWN, UNLESS OTHERWISE NOTED. 12. THE EXCAVATION CONTRACTOR SHALL CALL THE OREGON UTILITY NOTIFICATION CENTER AT m 2 2. THE CONTRACTOR SHALL PERFORM ALL WORK NECESSARY TO COMPLETE THIS PROJECT IN 503-232- 1987 AT LEAST 48 HOURS, BUT NOT MORE THAN 10 BUSINESS DAYS BEFORE BEGINNING U a ACCORDANCE WITH THE PLANS INCLUDING SUCH INCIDENTALS AS MAY BE NECESSARY TO MEET 3. ALL PROPOSED ELEVATIONS SHOWN SHALL BE CONSIDERED TO BE FINISH SURFACE EXCAVATION. OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY Z APPLICABLE AGENCY REQUIREMENTS AND AS NECESSARY TO PROVIDE A COMPLETED PROJECT. ELEVATIONS UNLESS OTHERWISE NOTED. ALL SURFACES SHALL BE GRADED SMOOTH AND FREE OF NOTIFICATION CENTER. THOSE RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR �, IRREGULARITIES THAT MIGHT ACCUMULATE SURFACE WATER. 952-001-0090. YOU MAY OBTAIN COPIES OF THE RULES BY CALLING THE ADMINISTRATIVE 3. THE CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS AND LICENSES PRIOR TO CENTER. 2 COMMENCING WORK ON THIS PROJECT. 4. DUST ABATEMENT SHALL BE MAINTAINED BY ADEQUATE WATERING OF THE SITE. 13. RIM ELEVATIONS OF MANHOLES AND CLEANOUTS WITHIN PAVEMENT ARE APPROXIMATE, FINAL m0 4. THE CONTRACTOR SHALL KEEP A COPY OF ALL REQUIRED PERMITS AND AN APPROVED SET OF 5. CONTRACTOR TO REMOVE ALL UNSUITABLE MATERIAL, DEBRIS, AND ORGANIC MATERIAL FINISHED RIM ELEVATIONS SHALL MATCH FINISHED PAVEMENT GRADES. PLANS WITH ALL APPROVED REVISIONS ON THE PROJECT SITE AT ALL TIMES. WITHIN GRADING AND FILL LIMITS PRIOR TO FILL PLACEMENT. NEW FILL MATERIAL SHALL BE c BENCHED INTO EXISTING GROUND IN ACCORDANCE WITH RECOMMENDATIONS IN THE 14. HYDROSTATIC AND AIR TESTING OF SANITARY LINES, STORM DRAIN LINES, AND MANHOLES o . � 5. THE EXISTING AND APPROXIMATE LOCATION OF KNOWN UNDERGROUND UTILITIES OR GEOTECHNICAL REPORT. SHALL BE CONDUCTED IN ACCORDANCE W/ THE REQUIREMENTS OF THE UNIFORM PLUMBING CODE STRUCTURES SHOWN ON THESE DRAWINGS WERE DETERMINED BY A SEARCH OF AVAILABLE PUBLIC AND CITY OF TIGARD STANDARDS. ALL NECESSARY TESTS SHALL BE PERFORMED BY THE o N c� RECORDS AND AS-GUILTS. THE LOCATIONS AND DEPTHS OF THESE UTILITIES ARE FROM THESE 6. THE REMOVAL OF UNSUITABLE MATERIAL SHALL BE DONE IN CONSULTATION WITH THE CONTRACTOR. z 0 Y RECORDS AND ARE SHOWN FOR THE CONVENIENCE OF THE CONTRACTOR. NO RESPONSIBILITY IS GEOTECHNICAL ENGINEER. UNSUITABLE MATERIAL SHALL BE DISPOSED OF AS DETERMINED BY ASSUMED BY EITHER THE OWNER OR THE ENGINEER FOR ACCURACY OR COMPLETENESS OF THESE THE GEOTECHNICAL ENGINEER. IF SUCH MATERIAL IS REMOVED FROM THE SITE IT SHALL BE PRIVATE SANITARY SEWER NOTES LOCATIONS. REMOVED AT THE CONTRACTOR'S SOLE EXPENSE. I. THE ENDS OF SANITARY SERVICE STUBS SHALL BE MARKED WITH A ONE PIECE 2"x4" MARKER - s o 6. THE CONTRACTOR SHALL PROTECT AND MAINTAIN ALL EXISTING UTILITIES ON THIS SITE 7. THE CONTRACTOR SHALL UTILIZE SUITABLE SUBGRADE MATERIAL FOR ALL FILLS. ALL FILLS EXTENDING A MINIMUM 36" ABOVE THE GROUND WITH THE END PAINTED GREEN. MARK TOTAL �,`�� 5�`gy`''p AND IN ADJACENT STREETS. ANY DAMAGE TO EXISTING UTILITIES, WHETHER SHOWN OR NOT ON IN FINISH PAVED AREAS ARE TO BE PLACED IN 8" LIFTS. THE CONTRACTOR SHALL COMPACT2"x4" 2"x4" 4447 w Z 9, -' M LENGTH OF AT EXPOSED END. ATTACH MAGNETIC TAPE ALONGSIDE THE MARKER. o a - THIS DRAWING, SHALL BE REPAIRED / REPLACED AT THE CONTRACTOR'S EXPENSE AND TO THE EACH LIFT TO A DENSITY NOT LESS THAN 95% OF THE MAXIMUM DRY DENSITY DETERMINED BY '� `' N ° SATISFACTION OF THE UTILITY OWNER. EXISTING SURFACE FEATURES AND FENCING DAMAGED STANDARD PROCTOR (ASTM D-698) OR EQUIVALENT. SUBGRADE SHALL BE COMPACTED TO A LINE3 Z. C� BY CONTRACTOR SHALL BE REPLACED IN KIND TO THE SATISFACTION OF THE OWNER. ONE FOOT BEYOND EGE OF PAVIG, CURBS, SIDEWALKS AND SIDEWALK EXTENSIONS. INSTALLED ALL SANITARY SEWER PIPE SHALL ASTME PVC PIPE CONFORMING TO ASTM D-3034 (SDR 35) . . .q o w I N ACCORDANCE WITH D-2321, UNLESS OTHERWISE NOTED. L 44/ 7. THE CONTRACTOR SHALL HAVE ALL EXISTING UTILITIES LOCATED PRIOR TO STARTING ANY 8. ANY FILL PLACED IN BUILDING PAD AREAS SHALL BE COMPACTED. THE FILL SHALL BE 3. SANITARY SEWER LINES SHALL BE INSTALLED AND TESTED ACCORDING TO THE REQUIREMENTS 3>ii -it, W WORK. CERTIFIED TO MEET THE STRUCTURAL FILL REQUIREMENTS OF THE UNIFORM BUILDING CODE AND OF THE OREGON STATE PLUMBING SPECIALTY CODE (UPC). LINES SHALL BE TESTED AFTER THE RECOMMENDATIONS OF THE GEOTECHNICAL REPORT. COMPACTION REPORTS SHALL BE MADE CONSTRUCTION IS COMPLETED ( INCLUDING SERVICE LATERALS, BACKFILLING, AND COMPACTING ATTENTION: OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY AVAILABLE TO THE ENGINEER. OF BASE ROCK) AND THE LINES HAVE BEEN THOROUGHLY CLEANED. NOTIFICATION CENTER. THOSE RULES ARE SET FORTH ON OAR 952-001-0010 THROUGH OAR 952-001-0080. YOU MAY OBTAIN COPIES OF THESE RULES FROM THE CENTER BY CALLING 9. ALL CUT OR FILL SLOPES SHALL BE CONSTRUCTED AT NO STEEPER THAN TWO (2) HORIZONTAL 4. UNLESS OTHERWISE NOTED ON PLANS, LATERALS SHALL BE 4" DIAMETER WITH A MINIMUM 503-232- 1987. IF YOU HAVE ANY QUESTIONS ABOUT THE RULES, YOU MAY CONTACT THE TO ONE ( I) VERTICAL UNLESS OTHERWISE SHOWN ON THE PLANS OR SPECIFIED IN THE GRADE OF 2.0%. CENTER. GEOTECHNICAL REPORT. 8. THE CONTRACTOR SHALL NOTIFY ALL COMPANIES AND AGENCIES WITH UNDERGROUND 10. IF SPRINGS OR GROUND WATER ARE ENCOUNTERED DURING CONSTRUCTION, THE CONTRACTOR 5. BACKFILL MUST BE COMPACTED TO A DENSITY NOT LESS THAN 95% IN PAVED OR STRUCTURAL FILL AREAS. MINIMUM COMPACTING IN UNPAVED, NON FILL AREAS IS 90%. COMPACTING IS FACILITIES IN THE PROJECT AREA 24 HOURS BEFORE COMMENCING CONSTRUCTION IN THEIR SHALL ADVISE THE GEOTECHNICAL ENGINEER AND THE CIVIL ENGINEER OF THE CONDITION TO BE PER ASTM D- 1557 UNLESS OTHERWISE NOTED IN GEOTECHNICAL REPORT. VICINITY. FOUND AND COORDINATE CONSTRUCTION ACTIVITIES IN A MANNER THAT WILL ALLOW THE ENGINEERS TIME TO REVIEW THE SITUATION AND PREPARE A PLAN TO PROPERLY DISPOSE OF 6. PIPE BEDDING CLASS "B", UNLESS OTHERWISE APPROVED. CLASS "B" IS i"-0" CRUSHED ROCK 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE RELOCATION OF BURIED THE WATER ENCOUNTERED. 6" UNDER INVERT TO FOOT OVER PIPE. AND OVERHEAD UTILITIES. NO SERVICE INTERRUPTIONS SHALL BE PERMITTED WITHOUT PRIOR WRITTEN AGREEMENT WITH THE UTILITY PROVIDER. II. THE CONTRACTOR SHALL HAVE A SUFFICIENT NUMBER OF COMPACTION TESTS PERFORMED TO 7. CONTRACTOR TO VERIFY INVERT ELEVATIONS OF EXISTING STRUCTURES PRIOR TO MEET WASHINGTON COUNTY REQUIREMENTS, AT THE DEVELOPER'S EXPENSE. TESTS SHALL BE COMMENCING WORK AND NOTIFY THE ENGINEER OF APPARENT DISCREPANCIES WITH 10. THE INSTALLATION OF NEW OR RELOCATION OF EXISTING ELECTRICAL, TELEPHONE, GAS, AND PERFORMED BY A QUALIFIED TESTING AGENCY AND WRITTEN RESULTS SHALL BE PROVIDED TO INFORMATION SHOWN ON THE PLANS. CABLE SERVICE SHALL BE COORDINATED BY THE CONTRACTOR WITH THE APPROPRIATE UTILITY THE APPROPRIATE AGENCY. SHOULD COMPACTION REQUIREMENTS NOT BE MET, CONTRACTOR PRIVATE STORM DRAIN NOTES COMPANY. SHALL RECOMPACT THE FILL AND PAY ALL ADDITIONAL TESTING COSTS RELATED TO THE RECOMPACTION. I I. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLATION OF UTILITY TRENCHES, I. THE ENDS OF STORM DRAIN PIPE STUBS SHALL BE MARKED WITH A ONE PIECE 2"x4" MARKER CONDUIT, VAULTS, PADS, PEDESTALS, AND UTILITY TRENCH BACKFILL IN ACCORDANCE WITH 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING ALL CATCH BASINS, CLEANOUTS, EXTENDING A MINIMUM 36" ABOVE THE GROUND WITH THE END PAINTED WHITE. MARK TOTAL - STANDARD SPECIFICATIONS AND PLANS OF SERVICING UTILITIES (ELECTRICAL, TELEPHONE, GAS, MANHOLES, VAULTS, ETC., THAT ARE AFFECTED BY CONSTRUCTION AND/OR FILL TO FINISH LENGTH OF 2"x4" AT EXPOSED END. ATTACH MAGNETIC TAPE ALONGSIDE THE 2"x4" MARKER. AND CABLE). GRADE. STORM DRAIN INLET STRUCTURES SHALL BE ADJUSTED SO WATER FLOWS INTO THE STRUCTURE WITHOUT PONDING. 2. ALL STORM SEWER PIPE SHALL BE INSTALLED WITH WATER-TIGHT JOINTS. 12. ALL EXISTING SITE CONDITIONS AND ELEVATIONS SHOWN ON THESE DRAWINGS ARE FROM A TOPOGRAPHIC SURVEY. THE CONTRACTOR SHALL VISIT THE SITE AND VERIFY ALL EXISTING 13. RETAINING WALL CONSTRUCTION SHALL CONFORM TO DETAILS INCLUDED WITHIN THE 3. STORM SEWER PIPE, AS NOTED ON PLANS: CONDITIONS AND ELEVATIONS. CONTRACTOR SHALL CONFIRM BENCHMARK LOCATION AND GEOTECHNICAL REPORT. THE CONTRACTOR IS TO OBTAIN ALL NECESSARY PERMITS FOR ELEVATION WITH SURVEYOR. RETAINING WALL CONSTRUCTION. 4. BACKFILL MUST BE COMPACTED TO A DENSITY NOT LESS THAN 95% IN STRUCTURAL FILL AREAS. CID MINIMUM COMPACTION IN UNPAVED, NON-STRUCTURAL FILL AREA IS 90%. COMPACTION IS TO BE 13. PROPERTY AND RIGHT-OF-WAY LINES SHOWN ARE FOR REFERENCE ONLY. THESE PLANS ARE 14. ORGANIC MATERIA! (TREES, BRUSH, ROOTS, STUMPS, ETC.) SHALL BE REMOVED FROM THE PER ASTM D- 1557 UNLESS OTHERWISE NOTED IN GEOTECHNICAL REPORT. NOT MEANT TO SERVE BOUNDARY SURVEY PURPOSES. SITE. STRIPPING SHALL GENERALLY BE 2 to 5 INCHES, BUT MAY BE DEEPER IN WOODED AREAS. UNSUITABLE EXCESS STRIPPINGS SHALL BE DISPOSED OF BY THE CONTRACTOR. 5. STORM DRAIN LINES SHALL BE INSTALLED AND TESTED ACCORDING TO THE REQUIREMENTS OF 14. ANY ALTERATION OR VARIANCE FROM THESE PLANS, EXCEPT MINOR FIELD ADJUSTMENTS THE OREGON STATE PLUMBING SPECIALTY CODE (UPC). TESTING SHALL BE PERFORMED AFTER w NEEDED TO MEET EXISTING FIELD CONDITIONS, SHALL BE APPROVED BY THE ENGINEER AND GENERAL UTILITY NOTES ARECONSTRUCTION T RUCT I OGHLYSCLEEANE COMPLETED INCLUDING BACKFILL, COMPACTION OF BASE ROCK, AND THE LINES APPLICABLE REGULATORY AGENCY REPRESENTATIVE. 15. APPROVED EROSION CONTROL MEASURES SHALL BE IMPLEMENTED IN ACCORDANCE WITH ALL TRENCHES PARALLEL TO A BUILDING SHALL BE KEPT OUT OF THE ANGLE OF REPOSE FOR 6. CHANGES IN DIRECTION OF DRAINAGE PIPING SHALL BE MADE BY THE APPROPRIATE USE OF C F THE BUILDING FOOOTING REGULATORY AGENCY REQUIREMENTS. THE CONTRACTOR SHALL PROVIDE ALL MATERIAL, . APPROVED FITTINGS AND SHALL BE OF THE ANGLES PRESENTED BY ONE-SIXTEENTH BEND, EQUIPMENT, AND PERSONNEL NECESSARY TO MAINTAIN SUCH EROSION PROTECTION MEASURES. 2. ALL PIPE AND FITTINGS WITHIN TWO FEET OF A BUILDING SHALL BE OF A TYPE THAT IS ONE-EIGHTH BEND, ONE SIXTH BEND OR OTHER APPROVED FITTING OF EQUIVALENT SWEEP. ANY DAMAGE CAUSED BY EROSION SHALL BE CORRECTED BY THE CONTRACTOR AT ONCE. ALLOWED FOR USE WITHIN THE BUILDING. PRIVATE WATER NOTES P-1 16. THE CONTRACTOR SHALL MAINTAIN AND COORDINATE ACCESS TO ALL AFFECTED PROPERTIES. 3. HORIZONTAL STORM AND SANITARY DRAINAGE PIPE SHALL BE PROVIDED WITH A CLEANOUT z AT ITS UPPER TERMINAL AND EACH RUN OF PIPING, WHICH IS MORE THAN 100 IN TOTAL I. ALL PRIVATE DOMESTIC WATER PIPING SHALL BE INSTALLED BY A LICENSED PLUMBING 0 N 17. ALL OPEN CUTTING OF EXISTING STREETS SHALL BE PATCHED WITH A.C., COLD (TEMPORARY) DEVELOPED LENGTH, SHALL BE PROVIDED WITH A CLEANOUT FOR EACH 100', OR FRACTION CONTRACTOR AND A LICENSED JOURNEYMAN PLUMBER PER ORS 693.025. W OR HOT MIX, AT THE CLOSE OF EACH WORK DAY. TRENCHES SHALL NOT BE LEFT OPEN THEREOF, IN LENGTH OF SUCH PIPING. AN ADDITIONAL CLEANOUT SHALL BE PROVIDED FOR OVERNIGHT. 2. CITY OF TIGARD AND TVWD SHALL BE NOTIFIED AT LEAST 48 HOURS PRIOR TO ANY WATER LINE �"� Lt EEACH AGGREGATE HORIZONTAL CHANGE OF DIRECTION EXCEEDING 135 DEGREES. APPROVED CONSTRUCTION 0 Z 18. DEMOLITION WORK SHALL INCLUDE REMOVAL OF ALL STUMPS AND VEGETATION DEBRIS. MANHOLES MAY BE INSTALLED IN LIEU OF CLEANOUTS WHEN FIRST APPROVED BY THE v CONFORMANCE WITH ALL REGULATIONS AND PERMITTING REQUIREMENTS FOR SUCH WORK SHALL ADMINISTRATIVE AUTHORITY. THE MAXIMUM DISTANCE ALLOWED BETWEEN MANHOLES IS 300'. 3. ALL WATER LINE PIPE SHALL HAVE A MINIMUM OF 36" OF COVER TO FINISH GRADE. p BE THE RESPONSIBILITY OF THE CONTRACTOR. 4. EACH CLEANOUT FITTING AND CLEANOUT PLUG OR CAP SHALL BE OF AN APPROVED TYPE. � f U") 4. ALL PRIVATE ON-SITE FIRE WATER LINES SHALL BE PVC, AWWA C900, CL- I50, WITH BELL AND Q PLUGS SHALL HAVE RAISED SQUARE HEADS OR APPROVED COUNTERSUNK RECTANGULAR SLOTS. `- U H 19. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE AND COORDINATE THE COUNTERSUNK CLEANOUT PLUGS SHALL BE INSTALLED WHERE RAISED HEADS MAY CAUSE A ELASTOMERICK GASKET, WITH PLAIN END OR DUCTILE IRON FITTING, OR CLASS 52 CEMENT MORTAR ,_� REMOVAL AND/OR ABANDONMENT OF EXISTING UTILITIES OR PROPER FILLING OF THE UTILITIES LINED DUCTILE IRON PIPE CONFORMING TO ASTM 536, ANSI A2I.5 (AWWA CI51) AND ANSI A a HAZARD. WHEN A HUBLESS BLIND PLUG IS USED FOR A REQUIRED CLEANOUT THE COMPLETEG) I- M (SEPTIC TANKS, LINES, ETC.) IF THEY ARE TO REMAIN. IT SHALL ALSO BE THE COUPLING AND PLUG SHALL BE ACCESSIBLE FOR REMOVAL OR REPLACEMENT. ! 21- II AWWA C111} WITH TYTON JOINTS. FITTINGS SHALL BE CLASS 250 CONFORMING TO ANSI RESPONSIBILITY OF THE CONTRACTOR TO CONTACT THE STATE OF OREGON WATER MASTERA2 I-4 AWWA C- 104) AND ANSI A 21- 10 (AWWA C- 110). ALL FIRE WATERLINES SHALL COMPLY 1-1,- _„a 503-681 -7018 TO APPROVE THE FILLING OF ANY SEPTIC TANKS AND REMOVAL OF ANY WITH NF 24. t�� Q <EXISTING WATER WELLS. 5. INLET AND OUTLET CONNECTIONS SHALL BE MADE BYTHE USE OF A FLEXIBLE COMPRESSION JOINT NO CLOSER THAN 12" AND NO FARTHER THAN 36" FROM THE MANHOLE. NO FLEXIBLE 5. ALL TEES, BENDS, AND ENDS OF WATER LINES SHALL BE RESTRAINED WITH A RESTRAINED JOINT r W 20. ALL TRAFFIC CONTROL SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF COMPRESSION JOINT SHALL BE EMBEDDED IN THE MANHOLE BASE. MANHOLES SHALL HAVE A SYSTEM (MEGALUG OR APPROVED EQUAL) IN ACCORDANCE WITH THE TVWD STANDARDS. r W SMOOTH, UNIFORM WATERWAY W I TH CHANGES OF DIRECTION MADE WITH THE APPROPRIATE r�`''+ THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AS MODIFIED BY THE OREGON SWEEP OFFSET AS PER THE OREGON PLUMBING SPECIALTY CODE. OPEN-GRATE LIDS WILL NOT 6. ALL WATER LINES SHALL BE INSTALLED IN ACCORDANCE WITH TVWD STANDARDS AND BE T U SUPPLEMENTS. BE ALLOWED ON ANY MANHOLE. �' THE CONTRACTOR SHALL SUPPLY ENGINEER WITH A TRAFFIC CONTROL PLAN. THOROUGHLY FLUSHED AND CHLORINATED, AND POTABLE WATER TESTS SHALL BE APPROVED BY D 0 AND TVWD PRIOR TO ANY METERED SERVICE HOOK-UP. 7 6. ANY EXISTING UTILITIES THAT WILL BE LOCATED UNDER AND WITHIN TWO FEET OF THE a 0 21. THE CONTRACTOR SHALL PROVIDE MAGNETIC TAPE OVER ALL NONMETALLIC UNDERGROUND PROPOSED BUILDING SHALL BE REPLACED WITH PIPE MATERIALS THAT ARE ALLOWED FOR USE I © °° PRIVATE STORM DRAINS, WATERLINES, AND SANITARY SEWERS. (OR AS SPECIFIED BY LOCAL 7. PRIVATE WATER LINES SHALL BE PRESSURE TESTED PER TVWD STANDARDS PRIOR TO FINAL WITHIN THE BUILDING. TESTS AND INSPECTIONS ARE REQUIRED PRIOR TO COVERING. AGENCY). ACCEPTANCE. E' IF 7. PRIOR TO BUILDING DEMOLITION: EVERY ABANDONED BUILDING SEWER, OR PART THEREOF, `""""""'"" 8. NO VALVES SHALL BE OPENED OR CLOSED WITHOUT THOUT APPROVAL FROM THE TVWD. 22. A PRE-CONSTRUCTION CONFERENCE WITH CONTRACTOR, ENGINEER, OWNER, AND GOVERNING W }7�'»7'____ SHALL BE PLUGGED OR CAPPED IN AN APPROVED MANNER 1 TH I N TWO FEET OF THE PROPERTY Q; '° , ',` JURISDICTION IS REQUIRED PRIOR TO STARTING THIS PROJECT. LINE. INSPECTION IS REQUIRED. W 11 Y 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE PROPER SEPARATION BETWEEN ca„4 Hann,;Giobal Partner 23. THE CONTRACTOR SHALL SOLELY AND COMPLETELY BE RESPONSIBLE FOR THE CONDITION 8. ABANDONED STORM AND SANITARY SEWERS SHALL BE REMOVED (N THEIR ENTIRETY OR FULLY SANITARY SEWER LINES AND WATER LINES AS REQUIRED BY THE DEPARTMENT OF ENVIRONMENTAL OF THE JOB SITE DURING THE COURSE OF CONSTRUCTION FOR THIS PROJECT, INCLUDING SAFETY QUALITY AND STATE DEPARTMENT OF HEALTH. WATER LINE SHOULD MAINTAIN A MIN. OF 18" O.D. 808 SVS 3rd Ave., Ste. 300 OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY GROUTED. INSPECTION IS REQUIRED. Portland, OR 97204 TO O.D. VERTICAL CLEARANCE FROM SEWER LINE AT ALL TIMES. � Phone: (503) 287-6825 N AND IS NOT LIMITED TO NORMAL WORKING HOURS. 9. THE DEQ IS OPPOSED TO ANY OIL, GREASE, GASOLINE, ETC. DRAINED INTO ANY SANITARYFax: (503) 415-2304 inI0. STENCIL "W" I N CURB LOCATING WATER METER STOPS. 24. CONSTRUCTION CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR SEWER OR STORM SEWER. DEQ WANTS ALL 0 I L, GASOL I NE, GREASE, ETC. TO BE TREATED AS ANY O www.otak.com OTHER HAZARDOUS WASTE WITH ON-SITE CONTAINMENT AND REMOVAL BY LICENSED HAZARDOUS PROTECTION OF PUBLIC AND PRIVATE PROPERTY ADJACENT TO THE SITE AND SHALL AT THEIR WASTE DISPOSAL PROFESSIONALS. THE DEQ MAY ISSUE CITATIONS FOR INTRODUCING 01! GAS II. WATER LINES SHALL BE INSTALLED AND TESTED ACCORDING TO THE REQUIREMENTS OF THE 18056 C18056C002 N EXPENSE REPAIR OR REPLACE TO ORIGINAL CONDITION ALL EXISTING IMPROVEMENTS WITHIN OREGON STATE PLUMBING SPECIALTY CODE {UPC}. TESTING SHALL BE PERFORMED AFTER Project No. Drawing Na. N ETC. INTO A DRAINAGE SYSTEM THAT CONNECTS TO THE SANITARY SEWER OR THE STORM W OR ADJACENT TO THE JOB SITE WHICH ARE NOT DESIGNATED FOR REMOVAL AND WHICH ARE CONSTRUCTION IS COMPLETED INCLUDING BACKFILL, COMPACTION OF BASE ROCK, AND THE LINES DAMAGED OR REMOVED AS A RESULT OF THE CONTRACTOR'S OPERATION. SEWER, THE FACT THAT AN OIL/WATER SEPARATOR IS INSTALLED INLINE WOULD NOT MAKE A ARE THOROUGHLY CLEANED. T Co. 2 , 45DIFFERENCE. I T I S RECOMMENDED THAT THE DRAINS TO THE O I L/WATER SEPARATOR NOT BE 51 INSTALLED. Sheet No. a ©Otak, Inc. 2016 r,� J - "1-/ r N O i'/:: V] 43' n in Z W N ,Q o 15 I 35AB M1 CD ISI 35AB `$'S`' .14e•t`' o o L U "' Q T_ 03200 TL 03202 \ .�21 z in- J AeY - E�- ISI 35AB I S 35A3 !S I 35AB 15 35A3 `ditrAiv ,"' ' ' 5 o TL 03302 TTL 03304 TL 03403 ��I9'trI' f 03303 174170• SAW CUT AND =ljYA1f1 - ,--- a REMOVE EX PVMT " a .4i. �,/$1 r, EX OVERHEAD m L X185- \ .: ! ` _ AUTION!! 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ADA PARKING 0 -SITE PARK I NG POV I D E D 288 c:4 Fax: (503) 415-2304 cn STALL b`• j Q www.otak.com 30' 0' 30' 60' 126 COMPACT SPACES 18056 C18056P101 CITY ALLOWS UP TO 50% OF PARKING TO BE COMPACT SPACES N PRECAST CURB STOP I 44% Project No. Drawing No. N SCALE IN FEET DO C1 . 1 Sheet No. 15 © Otak, Inc. 2016 f r 1 • f • XREF LIST *�„t / ' , EX. Ltscale: 30 ter ,% SUMPED EX. 12” SD CAUTION!! EX. 8" SS EX. 12" SD O EX. OVERHEAD �— SD Sp—�. SD \;" � SD MH EX. GAS LINE ELECTR I C Resolved - �, L .. _ - C18056X001 4+00 ---' -----�-' © ^-� - _..._�... �� - - cn - A18056xBLDG -:.--f—....,:k...... . ___ ,0 5+00 t� 6+00 1411 SW .r:,-,.._.. - „ z °) r C18056X231 l L I +oo J!' OAK ST a+00 gw w 9+00 �, 10+00 - C18056X600 I f _— — - ---- —.- ; 1/ --- — - 11+00 v • J SD6 SD r EX. 16 WAT SD 1 12+00 0 S18056x190 .- m�....w.. 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(24 N Li Q D 3 COPUBLIC STORM DRAIN LINE TO COLLECT UPSTREAM RUNOFF AND CONVEY THROUGH SITE TO (' OUTFALL IN OPEN SPACE (STORM LINE TO REPLACE EXISTING DRAINAGE DITCH, EXISTING 15' pW GENERAL UTILITY NOTES: LEGEND DRAINAGE EASEMENT TO BE VACATED). C� V 1 co I. EXISTING UTILITY SHOWN ON THESE PLANS ARE PROPOSED (I)tO CAUTION!! LOCATION ON OF EX. UTILITIES APPROXI MATE AND SHALL BE VERIFIED PRIOR TO EXISTING C) STORM DRAIN WATER QUALITY STORMF I LTER VAULT/MANHOLE. d I til 00 or, ON THESE PLANS ARE APPROXIMATE AND PUBLIC STORM LINE SD wCL in SHALL BE VERIFIED PRIOR TO CONSTRUCTION. STORM LINE - ST PRIVATE STORM LINE ST �./� TRAPPED CATCH BASIN (ON-S1TE). CONSTRUCTION. M 2. FOR HORIZONTAL, VERTICAL AND DETAILED INFORMATION SEE UTILITY LAYOUT SHEETS- STORM MANHOLE STORM MANHOLE O 5 STORM WATER OUTFALL AT RIP-RAP PAD. O U O 0 3. ALL PRIVATE HYDRANTS SHALL BE PAINTED YELLOW. 1-4 Q 4. ALL TEES, BENDS, JO I NTS, AND END OF WATER L I NES STORM CATCH BASIN !IinIT STORM CATCH BASIN .'1'. CLaoD SHALL BE MECHANICALLY RESTRAINED. GAS LINE c STORM CLEANOUT Op O FLOW CONTROL MANHOLE FOR ARCH PIPE DETENTION CHAMBER SYSTEM. °0 PRIVATE SANITARY LINE SS �/ CONNECT TO EXISTING PUBLIC WATER LINE. EXTEND WATER LINE TO BACKFLOW METER - o TELEPHONE LINE T �I VAULTS. COORDINATE WET TAP WITH TUALATIN VALLEY WATER. / 1 . a WATER LINE - WA - SANITARY MANHOLE V CO WATER VALVE e SANITARY CLEANOUT 05 0 DOUBLE CHECK DETECTOR BACKFLOW, WATER METER, AND DOUBLE CHECK VALVE BACKFLOW. POWER CONDUIT PRIVATE DOMESTIC DU er ` = Et i ELECTRIC LINE OHl_ PRIVATE FIRE WATER LINE 'w 0 LIDA FACILITY (PLANTER/SWALE) FOR PUBLIC STREET RUNOFF. Li STREET LIGHT C.)-a WATER BLOWOFF 9REMOVE EX I ST I NG FIRE HYDRANT AT MA I N, PULL VALVE AND PLUG TEE. COORD I NATE W I TH W YHanmiGlobal Partner .� FIRE HYDRANT �' FIRE HYDRANT TUALATIN VALLEY WATER AND RETURN HYDRANT. 808 SX 3rd Ave., Ste. 300 WATER METER © FIRE DEPARTMENT CONNECTION V 11 PGE TRANSFORMER LOCATION. CONTRACTOR TO COORDINATE INSTALLATION WITH POE. , Portland, OR 97204 o SANITARY LINE -" SA - PUBLIC STREET LIGHT to-- Phone: (503) 287-6825 in PRIVATE SITE LIGHT H 12 EX. GAS SERVICE. CONTRACTOR TO COORD I NATE DISCONNECT AND ABANDONMENT OF SERVICE in (503) 415-2304 SAN I TARY MANHOLE Q WITH NORTHWEST NATURAL GAS.SAN 1 WATER METER E 18056 C18056C102 DCDA DMA] 13 POE SWITCH VAULTS. CONTRACTOR TO COORD I NATE INSTALLATION WITH PGE. Project No. Drawing No. N WATER QUALITY MH WQ W 14 CONTRACT WAORERTO DREL ICCTE EX1STING COMB 1NAT 1ON AIR VAC- COORDINATE WITH TUALATIN C1 . 2 BALLARD Sheet No. a © Ot. k, Inc. 2016 ' ; .,, o- -2,04:. . . : ,..:.S,‘- W 90TH AVE Q v EX R/W J ct 4/ i , J4 / / '7 ./ 7:'::.:110:•:* '.•••• .... ---.A.s-......., . .. . - . i i 1\... ! .W.,/ .. .. .. -.- . - - ...,..... . / 0,....-..,- ----- . .,7 Zi- 7 rr) t �F 4+00 J 14 5+00 sp..._.r__.. m:•,..,' i ov o SW 04 .� I..___:,_.-.4.—.,.._.7—..,#-L-- ! ' ---- S � _/ XicOk - — — — i .. .r. 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V 1 -'-` PEDESTRIAN ` Z ACCESS % �• x_._ EASEMENT �''� -., \---, o `~ _ \ , ,..., , ,.. 0 .7 .."..., ,..,...,..1 1 APPROXIMATE 100 YEAR ' ....____ ,.._ -..7.-.-4 �' _.., PHS DELINEATED µ FLOOD PLAIN LINE ~4hr - "` 1 WETLAND BOUNDARY �� 1 i '` (ELEV.= 1631% NGVD) - 4 1q '-`y a ti-`41 ------ \ . .. -• \ x `-� ....... __ -- -� _-------- �_�-- PROJECT A / \, .,...._ `1- - �`•� BOUNDARY I P-1 , \ .N. /' .......„_..„._. r r / ,...n,„,,, i . -....Nsb 2 r r z CJ y ti \ 0 z IrP3Wo z CL ` +I \ w,�TM I E 1\ - 1 �� ` � of U LD J11 LEGEND co GENERAL NOTES Q c9 Ct I. EXISTING UTILITIES SHOWN ON THESE PLANS ARE L1J 0 EXISTING 2' CONTOUR APPROXIMATE AND CONTRACTOR TO VERIFY LOCATION PRIOR �..i TO CONSTRUCTION. Q U O g EXISTING 10' CONTOUR 370 2. FOR PRECISE GRADING AND GRADING DETAILS/SECTIONS SEE 1-0 PROPOSED 2' CONTOUR GRADING LAYOUT SHEETS. • a PROPOSED 10' CONTOUR 370 3. FOR BETA i N i NG WALL LAYOUT, PROFILES AND DETAILS SEE WALL SHEETS. H 41 1-1 PROPOSED RETAINING WALL 0 4. ALL PROPOSED ELEVATIONS SHOWN SHALL BE CONSIDERED --- FINISHED SURFACE ELEVATIONS UNLESS OTHERWISE NOTED. ALL I:4 SURFACES SHALL BE GRADED SMOOTH AND FREE OF BASED ON OUR REVIEW, THE GRADING PLANS ARE IN ACCORDANCE o INLET PROTECTION IRREGULARITIES THAT MIGHT ACCUMULATE SURFACE WATER. W Y WITH OUR GEOTECHN!CAL RECOMMENDATIONS. ALL GRADING SHALL HanmiGlobal Partner FFE= APPROX. FINISHED FLOOR ELEVATION 5. REFER TO GEOTECHN 1 CAL ENG I NEER I NG MEMO GEOTHECHN I CAL BE CONDUCTED AS DESCRIBED I N THE GEOTECHNICAL ENGINEERING 808 S1F 3rd Ave., Ste. 300 INVESTIGATION A+0 APARTMENTS SW OAK STREET BETWEEN SW MEMO GEOTECHNICAL INVESTIGATION A+0 APARTMENTS SW OAK Portland, OR 97204 cLE DRAINAGE FLOW D I RECTION ARROWS F 95TH AVENUE AND SW HALL BOULEVARD T I GARD. OR. PREPARED STREET BETWEEN SW 95TH AVENUE AND HALL BOULEVARD T I CARD. Phone: (503) 287-6825 N BY GRI DATED APRIL 18, FOR ADDITIONAL STRUCTURAL AND OR. DATED APRIL 18, 20 16. c:4 Fax: (503) 415-2304 �' COMPACTION REQUIREMENTS. 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I C e I= e 1� o o e o © o © Q = o C� 7— FDC I I — _ — — — — -- — — — — — — — — — — — — — � � — _ --- — — gum 150 HOSE LENGTH -- \ +.....---5 / i baN,644°1``4L`r`•a ______- OVERHEAD w .._________ _____ \ � ',ga,`;�,.r't•:, ��°:°; 1= I RE ENGINE ACCESS ROUTE Cip "—! / STRUCTURE BU I LD It 6 FDC FIRE TRUCK (MIN. 20' WIDE, 281 481 TURNING RADIUS ""' TURNAROUND t , --___,, / PLEASE PROVIDE FIRE ENG INE AR I EAL APPERATUS ACCESS ROUTE COMPL:FIsCAt4pAEN7TIDFTEPAA0TSN1T3 --_--_______��•� -_.__— N1gTERI (MIN. 26' WIDE, 281/481 TURNING RADIUS, 15' < BLDG. < 30') w-- \ ✓ CERTl--- I FINAL _ . �� HAMMERHEAD TURNAROUND 7 ___��— (MIN. 20' WIDE, 281/48' TURN INC RADIUS)\, L C,„ -. '' APPROXIMATE IQO YEAR PHS WE LAND - _ FLOOD PLAIN LINE DELINTION , NGVD) ~�� (ELEV.= 1631+/- - ,,,.,, i 11 C21."11 z \ / / 0 I 0 \ o E N.Ny' 0 0— z ,\N%, ,/ 30' 0' 30' 60' Z ^ 0 p_, / SCALE IN FEET c24 Q I- -0 40 .........I .--a W c. up C\2O co 0 U— IX ACCESS PLAN NOTES LEGEND O a_ � � CQ !. MAILBOXES FOR EACH UNIT WITHIN LOBBY OF SITE EXISTING PROPOSED W RESPECTIVE BUILDING. — OC o R I GHT OF WAY - - - - aCD 2. TRASH RECYCLING COLLECTION LOCATED WITHIN - - - CENTER LINE F.�3. o EACH BUILDING. NO RESIDENT ACCESS TO TRASH Li- . COLLECTION ENCLOSURE IN PARKING LOT. o EASEMENT LINE E3. ALL PRIVATE FIRE HYDRANTS ARE TO BE CURB I , a PAINTED YELLOW. 0 MONOLITHIC CURB AND SIDEWALKEr: . . U ::,::::: RETAINING WALLS r ` N SIDEWALK 4=?�:. ``.gym :F% °'` "ad ag" HanmiGlobal Partner ACCESS I B IL I TY ROUTE - - 808 SIR 3rd Ave., Ste. 300 Portland, OR 97204 0. Phone: (503) 287-6825 M Q' Fax: (503) 415-2304 1 lvww.otak.cozn r. s 18056 C18056P104 . N W Project No. Drawing No. 01 . 4 Sheet No. a 0 Otak, Inc. 2016 XREF LIST --°. m3�i; M1<. , ... E `2 yyI m _.._,,,H. � z \ m - .i.l _I i 5 »»»,».::-...... �+ i.A �t`.' x m ti. g-t ,., »,»...........�...£'. `,xvewwwwwwn::.-.c^. ... .. ..�r�+ - ----- ------- ..,..... ........ a.a�. m a... .... yr 4:;;;;;:- •.p.^,vn:» 333 ,+ ,. `k,N 7� » Resolved 0 �\ S r` h W OAK ST 4+00 1 5+00 k 6+00 " " - v �..Zf00 :.,,, ai o } o ocoo NJ • H I �' J`n 1 'i? X11. EX R/W - i 20 0 40 S D C 18056X430 -� - -- xi �» ...:::::. _ y ,v p:,,, i�1 w w„" _.....,.,... �... v U , C 18056X60D - »�. „",w:" ,"»». '"' »: 0 � W s _ µ _..,..,____„„„„,„_______-7A=.„,„____„, • -_....__----- . . . v.' f\1 - j.„ /- f: ls �-- SCALE IN FEET Fn N ... , ....., , -- 0 . . .. •11.-- - .../111111/ • a • A n / i :ms . c , d . ° ° a l 76.47 n 1; / b s 1 '4 ::dA+- • _w `€ °q 8'' t�� ,CIm•'~'f • -\ --5- / Q e ° e e 4 e - d - a - LI ./. • 4 • A A ` ! .d _ CO C I e / `� Y"~ a4' 4 e a Ac ° �'� //-J.42 // �'� ° e a• A A 4 .a ' < • iNa. / 44• .n. a'„"''.- '1 - # "^', a • ¢° 44 o3 `` . I _ ' t ,,:,, (..c.) in a �, '° 4. .a / ,.- / v G d a a • .A .• e.. ,a d. e Q�. ."` • ' Q-1['7�V.93 a, 4 ..a\1 c �,k •„__..._ - N O / �:,_ a \ -d, .a o n d'\ ��' e� ,� A 1 A �J� ,a. R '_ _ a.--'°� - A •e ° A _.--- 6 FS a� @ `' /, as i. / a ■ 17 w o 1 s o n / '_ 1 I / / 177.00 5.0 a U \.s a » M ;:gam \ / W J ✓` rvi .1, r I l ,-,d,� ---179.42. - 179.25 ; .,\ // �� R/ `` JJ 177.00 ��a TC TC \ 178.22 si ''" _j �` � _y/ EllFs thi - o '� E \ 7 �� L , -..._ a..» TC / � ; ,S. _ ,....., .,. '"' 3 �t F 1 77.00 *\,- S o ,..... ,---. � " w "- /r - - _ 178.61 t J IIIv z 9.4 o, �'nneTM ., TCS" //I/ �; (FF 177.00) �, Z "' w Y CNA 3 Nikko _ _ {� / rte,:::•°' �" Lu y'"w..: , f f� Q .,a�,,..,,1 ``` n __ e - -18 X r lilt N. KEY CONSTRUCTION NOTE \ ,. �� .." /F\ .0, I f - 177.00 17e.99 178.99 '.:- 177.00 -••,7," r _ �` 177.25 .,,w "" `"W vk �� 0 -=a' 0ADA PARKING MAXI MUM SLOPE OF 2% IN ANY DIRECTION .0. IC TC � , .. r. % F J -rte e 4- T I i / 177.05 Y TC • r+ 1 U _ 176 • :7,• TC a A y 176.89 17s.5o �� GENERAL NOTES T • / • C TC 1 ri1176 �, W / i :: I 176.94 i 11411, r 1 / _ I-Li I I. EXISTING UTILITIES SHOWN ON THESE PLANS ARE `� / ) 1 APPROXIMATE AND CONTRACTOR TO VERIFY LOCATION PRIOR k 177.24 TC�FS �; • 176.89 : TC I I i..i.k�i`r \\ , I !i " = TO CONSTRUCTION. Z :175.94 II FF GRADE ��. �\ 176.54 �, a" _ • / F - J TRANS CURB TC ,4 „:-.- ",. TC _ "., Cn A TC1_...._ _ » BREAK �� I W 2. ALL SIDEWALKS TO BE CONSTRUCTED WITH MAX. 2% CROSS 6"/ / / or* �, Iw m _ . -I T/.00FACE FROM 000 �- �� - W SLOPE AND 5% LONGITUDINAL SLOPE. 'I I TC Oi 1, • TO 00° .._ • 1175.39 __ fI? _ _ -� 176.89 17fi.1 I -- spy , .. /�� - __ TC �f 0 TC 175,81f �""� X 175.$$ TC Pr . , v " 3. FOR RETAINING WALL LAYOUT, PROFILES AND DETAILS SEE /y/ / , 175.72 __----_- ----__ _ _�� 7F>�rn .I'�; TC - „�-.,..�, �I.:, '-- `" WALL SHEETS. / ,�''� p F _i AAL \ TC 175.99 �. / �,': � M�..\ \ ! '" •• ,. ' TC I h ~ ` ---- "___ ev //// � � ` I I -�' , i 4. ALL PROPOSED ELEVAT I ONS SHOWN SHALL BE CONSIDERED 1 ` . . N,.. J 1 175.75 //I I C 534 _ -�, - 1 • 11 2+a F I N I SHED SURFACE ELEVAT I ONS UNLESS OTHERWISE NOTED. ALL N 175.94 TC ,, to ' I "` I TC 174.54 r SURFACES SHALL BE GRADED SMOOTH AND FREE OF <:; `' " ' ' _ 1� TC 175.39 TC I :a IRREGULARITIES THAT MIGHT ACCUMULATE SURFACE WATER. '' 175.84 0 TC -._._ .,,--: -. [1- A r- - `` 5. REFER TO GEOTECHNICAL ENGINEERING MEMO GEOTHECHNICAL -A\.--...\ IC 6i " _ ° / "� # ° _ INVESTIGATION A+0 APARTMENTS SW OAK STREET BETWEEN SW A.., .1 t \ 175.59 i 75.2 `� ., "w 95TH AVENUE AND SW HALL BOULEVARD T I GARP. OR. PREPARED ..n :sem TC BY GRI DATED APRIL 18 FOR ADDITIONAL STRUCTURAL AND TC - 4 175.55 TC 175.32 /F y,134.38 '. 174.37 "' 174.17 4\174.22 } 745.75 75.45 TC 175..4 TC •�TC TC TC TC COMPACTION REQUIREMENTS. • 15' STORM DRAIN ! TC 6 IMENT CONTROL PLANS FOR EROSION ESM. TO BE ` oY CONTROL MEASURES \\.\\.\\ ! 175.6! .,. SEE EROSION & SED VACATED f 0 TC 175.45 175.40 175.28 175.27 174.84 N.- / 173.74 !73.71 . 173.91 1.74.00 ..,... .� .wTC TC TC TC ? ,�� TCr TC .., TC ��.:. - TC ABBREVIATIONS -_ .ST ' AST ST ST �� - _ BUILDING w - 14 - \ 174.23 " M" 173.30 ""-v172 95 OVERHANG TC = TOP OF CURB } TC M. ,.. - TC _ T S •TC� GB = GRADE BREAK `/ FF = FLOOR r- �\ _ r ::u .»+, nv :..,� • til :`�.'.. m r w � ' "�"".r„ HP - HIGH POINT - _ •. - - _ '" _ M.,• LP = LOW P01 NT (24 , ___,......._7,,,, __ /. E PLI \ 174.16 __-__-..........` F 174.07 173.59 -' 173, TC . 172.68 172.59 4 TC 02- TC 31• 1 172T41173.; C.; N :__ 1 �!� 1 TC IC IC W ��` �� \ �'-__ RETAINING c .. \ WALL § �. Jet Of _ - 11 r , z W a �l A`�r z Q - _ __ . 1Y N I Q _.} .„ ,„ ___ - 711P.e: -_ _ LEGEND/ .... . _,, � g.... 3F� � z ,..,LLV \ ' __ ........ Q W C - OV J ' 0 ` � .. '� �'�`� EXISTING 2' CONTOUR T N 00 U �'--__ EXISTING 10' CONTOUR - -37a- - .�; w .� APPROXIMATE 100 YEAR - U PHS DELINEATED '�a� '�. FLOOD PLAIN LINE ~�~�� PROPOSED 2' CONTOUR a WETLAND BOUNDARY _ W �,. (ELEV.= 163'+/- NGVD) _ _ \� - PROPOSED 10' CONTOUR 370 � Q U (I) (I) .5- .--,,� � PROPOSED RETA I N I NG WALL Q CUT/FILL /1 // . C. COO �, BASED ON OUR REVIEW, THE GRADING PLANS ARE IN ACCORDANCE y W I TH OUR GEOTECHN I CAL RECOMMEND AT I ONS. ALL GRAD I NG SHALL HanmiGlobal Partner BE CONDUCTED AS DESCRIBED IN THE GEOTECHNICAL ENGINEERING 808 AN Ave., Ste, 300 MEMO GEOTECHNICAL INVESTIGATION A+0 APARTMENTS SW OAKPortland, OR 97204 N STREET BETWEEN SW 95TH AVENUE AND HALL BOULEVARD TIGARD. `rPhone: (503) 287-6825 OR. DATED APRIL 18, 2016. Q'i Fax: (503) 415-2304 C www.otak.com BY: Q GRI 18056 C18056C200 W Project No. Drawing No. N 3 H 02. 0-6 Cip Shet No. a © Otak, Inc. 2016 XREF LIST Ltscale: 30 Resc!ved Q C18056X001 JYY Vt1f\ J I o N B+OD 9+00 I0+00 cn A18056xBLDG C <` J J .... �- °"F N "° r �_ W ; 00 _ - C18056X231 f », ... .... 1 »», f aQa........ .. .»;» W rP� , .w Win» "" II I -, z 518056x190 ft SD r_»w„ roM SD SDS _ 5D � c� o Ln <J SIx19t2D » � ....... N. w »„ - - "" ... ` ...,,.. ,,, r z E » «:» ° » o 33 ®: ��` , LI DA R2 1 a L I ESA. R3 I , �L Q 176.47 , ,f SCALE IN FEET 0011) ' d \ ''\a ° A Adc ° - a a " ,� 4 e a - d n u a 4 . s : d e a FS \ 1 �--4, . 4 a e - A.4 ° aY a. v jW- d 0 d d m d �. ,rya - a -a e.,.A•'•'�'° <1F e - G° a r !- O A 1:2:....: 06 A FS \ danoe ° 81 ax ea .° ° a - 4 ° .:a/ 4a .-., e« 7 4 - ° a ° Q .ar •li n i ii •owl �uww�w n� : r . .w ii n .iii a 11111 1. _ u u ^' - - ......... _ - I - .Pi a �a� _ ie a r n • t.4-144, - 5.© \ G 177.38 W--� �,, I �� U cV 177.00 M31 I a TC ,d _ = �,�< L j �• o '• FS i �F-I � .7\.01u76.55-1 177.63 ... ° .» " -�� __.�-_. o __ �� - �,i'I l�si i Iii 1i11i ..� TC - �� , ,., "" N77.00 �I ,1 I /- - ati- - _ ' " - -,%. LI> d ' 177.26 III If1,111,IIJ,,, FS FS b I FF�FS _ 17I TC TC .70 ,. / �l C Q .ti i. ,' I L-1 °' :0' ..<--.ilk- s c 1�1.111.11 .h f�1 i . F� S Q - 1 177.15 �j • : / / 4 _ �c;� ,9 dv�p CFF 177.00) A TC I 1 177.00, 1 I� //�// CFF 177.63) I ! " " "" f..~ _ - /--_ L__,-....f.,.,ma o °�a ` VI ` UTA a - 1VI // // M,,..::, �•;.^� :"°'�"`` 0 4 } - �\ ; 176.89 <<J] _--- -/ "" .,..3),.._ ''' I /---•/;\ ./'rrr r . ,,,,.---'''''''''''':''''''''' 1ill - 1 pE\E ° I�I � �." ' " �' I - II t 1�� : 11111r.i.L.LkL I ! ---_- °. . 177.63 y �` - :: 177.63 177.63` _ 177.63 177.63 I - 177.63 _ i rc i O jj,1 - � a 177.55- 0 7 TC \ 1i TCS _.,,. TC II TG.� (T TC ""'"'i TC d � / IIS } �� KEY CONSTRUCTION NOTE N I� -.. a I I I / 7 �' 711 a ., ®� I I K ,��- a,, I ADA PARKING MAXIMUM SLOPE OF 2% IN ANY DIRECTION U - 1, 177.07 , ; - a - n 1 a J 177.55 177.49 -. - /� I1 I W_ TC i-- T �, r ESI.,,S TC s ' ,�- --- -_/ »,-` 1n.o9 • °° - TC W N� - = ZERO 11 1 I -` a. $ CURB t� 177.17 - GENERAL NOTES K . . . _ . . 1 t d �� `` 177.51 r�A :177.27 177.02 (T) [ '''''....„ - ,• »Ma 177.55 I H � � TC=FS" --- 777 177 43 TC TCTC I. EXISTING UTILITIES SHOWN ON THESE PLANS ARE ",. a. m.. 1, TC _�, - r�r. ++f#t!f I ` T 41, =! „�. �FF GRADE C / I APPROXIMATE AND CONTRACTOR TO VERIFY LOCATION PRIOR W �, "" 1 II 1 I I �r r I .: ---------''''1'76"-------,.---_- _ - . � TO CONSTRUCTION. W BREAK f 7 PI+% ' / %/ / / �► a .. �- I -- - - / l�� 176.66 176.13 17g U) IIII - ' / TCS ; TC 2. ALL SIDEWALKS TO BE CONSTRUCTED WITH MAX. 2% CROSS r a I I I I „� q ,..a /.176.65 1� f -, SLOPE AND 5% LONGITUDINAL SLOPE. C ig \ 4111 I "- I ° 175.43 - 176.54t� Tb \\17660 TC N,"" TC % 1 - 17fi.l4.» 176.64 3. FOR RETAINING WALL LAYOUT, PROFILES AND DETAILS SEE 175.08 1 ( _ _ �-� TC 1 75 TC -- « .m " TC WALL SHEETS. \ ` t-.. :.i I f• I I f�7 �_ l I n:'1 in; _ _`h P'4.� 1 6 JJ .i1.....,....�........ .. .4�-,e.t..�� -... ^� - -. ._,., ,.... »...",: .»._T.n..::.. .. .. ," r J I I ', 175.13 17 ' _ I 4. ALL PROPOSED ELEVATIONS SHOWN SHALL BE CONSIDERED „,/ 175.00..:_ . -- - , ' Ilti---1 It •� TC TC - 1r00 FINISHED SURFACE ELEVATIONS UNLESS OTHERWISE NOTED. ALL a 176.43 �' �' -- J 175 76 TC SURFACES SHALL BE GRADED SMOOTH AND FREE OF a` a '_ __- � IRREGULARITIES THAT MIGHT ACCUMULATE SURFACTC E WATER. _y- ___ !_ �� a d _ 7_ . _. -1 .-- 17 TC 583 TC • ° v `176.I l - f 6.TC h„ TC mm "" _. 176.35 5. REFER TO GEOTECHNICAL ENGINEERING MEMO GEOTHECHNICAL 174.17 1 174.22 174.91 175.01 176.28 _ -f'" TC INVESTIGATION A+0 APARTMENTS SW OAK STREET BETWEEN SW TC �. ,. TCNTC IC TC µ. r '''' ,,-------'1 95TH AVENUE AND SW HALL BOULEVARD T I GARD. OR. PREPARED IADDITIONAL STRUCTURAL AND 175.15 " 174.90 �-_ BY GRI DATED APRIL 18, FOR y I CI 0 _` lt` " 176.19�" COMPACTION REQUIREMENTS. FS TC 176.29 TC I _7, 176.19 173.91 17400 ij TC 176.14 176.13 6. SEE EROSION & SEDIMENT CONTROLPLANS FOR EROSION K214 TC IC 174.75 x 4 TC 176.20 TC TC CONTROL MEASURES. TC W •'" •» BUILDING !74.98 175.49 TRASH ,�»S-.,.. 172.95 OVERHANG ¢tea. 173.76 5T r ,. Tr w.�.,�T "-ft-7 C� ENCLOSURE ABBREVIATIONS TC' E� TC = TOP OF CURB ».» ......... ......»_ »A»»».:��...�.»".h»..,� �-�� 176.02 GB = GRADE BREAK aw , q �� 175.77 TC FF = FINISHED FLOOR ..,._ I " »M M.:.. _ HP = HIG POIN T - LP = LOW POINT /2111 z "� � .� BOUNDARY _ -.v - O 172.41 173.32 173.42 174.30 174.37175.08 175.52 0 N - TC IC TC TC IC 175.01 TC TC i _ 1.1.1 I CC '-__ - RETAINING a _ _ - Z WALL ______________ __ ---_�- Flo • W O Z - a PHS o DELINEATED DI' N WETLAND / lL N L I 0 z o », 7 o BOUNDARY i CD Cr) Co I- U(cp .:..... \ d S o �. La G� N co » I I 1 LI_ f 1 I I i I LEGEND Q i 1 -Isei_ W EXISTING 2' CONTOUR Q EXISTING 10' CONTOUR - 370 '� CO PROPOSED 2' CONTOUR I , a 0 PROPOSED 101 CONTOUR 370 E-, . .97 PROPOSED RETAINING WALL ' ' CUT/F ILL // // W N BASED ON OUR REVIEW, THE GRADING PLANS ARE I N ACCORDANCE HanmiGlobal Partner WITH OUR GEOTECHN I CAL RECOMMENDAT I ONS. ALL GRADING SHALL 808 SAF 3rd Ave., Ste. 300 BE CONDUCTED AS DESCRIBED IN THE GEOTECHNICAL ENGINEERING Portland, OR 97204 E MEMO GEOTECHNICAL INVESTIGATION A+0 APARTMENTS SW OAK �Ci Phone: (503) 287-6825 STREET BETWEEN SW 95TH AVENUE AND HALL BOULEVARD T I GARD.. 1:4 Fax: (503) 415-2304 u1' OR. DATED APR I L 18, 2016. w Q ww .otak.com N B Y: 1806 c106c200 GRI W Project No. Drawing No. NC21r- � v V 1 . Sheet No. • 0 a © Otak, Inc. 2016 XREF LIST Ltscale: 30 Resolved ai p C18056X001 0° N A18056xBLDG -0005 t / , ,.' ,» ,4 • € �, z a� C18056X231 1 "� l ,,,,,,now '''' lirl 518056x190 , /`', �, w .! _. . 4 .-.s___.- ,-- u m C18056X430 j r' ' ff% _ . , ,-.-, --r... , 1 I N� j� 30' 0' 30' 60' 8 0 . C18056X600 / �,/ =A A �. I z P18056X900 ,,'" l0 ei' / 1 • :'" .,� s II �� O -- ,,, tli ./ O -.�. ---1 J i. . I I ell SCALE IN FEET ,,,,,,„„...-- A , r ...„ , , 1 17-1. ..„.,,,___ . -17 , ,, - �'� ` 11111 ILII `, ,„, m ,Zr I ra-- 44AL ,gn - - . I ..17f00 . 1!_-: i • / L0. \ -orr ...4..L , 1 C I' :1:j 1 1 ____ , . , H - 41111- __ ____ $......___ .. /4;11 . 44r,,,,,-;:rilproeioi' wic) _—. . 1i1111..1U .._..\,,:.'—, ,„..-,...,...___,. .: 0 1.1, F7-- P.1 $ „ ;;;111, Jr.,: ',/,‘.4------::.,5,-,p 10,7 01; f . ,,,, -.1 .ii . .\\.,,,,,,,.,. t-, 5-1,,,,i7F': ' ,,._, L . ., Af,, ‘ 1-,_ ,„, „_, Q , __IF: r-,: 4 ti • . `1 --� -....._ a. _ �•.., -_ rte_ , w a I a qo Z 14/ Noci- O cV 23 n ] y a ° (� ` ' d de • 11 X53 .. _ ate. a, a • a ° d \ Y� (Z w /V) k, C '.. 1 /.... rs; •• , ./\ ,...,,- ) , ,,..„ ii ( ` LL I ,, _ LI i-___, . [ii ,„...„ 1 i / .i>1 4k-- -...„ \\ ,...--- .-N. \ , _,..” -... LEGEND -‘,..(7 , \ ,..,f_v .,u �; CD °,�., .. EXISTING 2' — � » ST " ST k._ . �, ST ST �.,, Q `� _ LD - � CONTOUR —___ � ING ,, �..,. - ovl�- iNG W EXISTING 10' CONTOUR 370 r. W I Sir- A� S T ST _ PROPOSED 2' CONTOUR .1� 1� / �_ 37Q f mm - fl W PROPOSED 10' CONTOUR ..... ...,.,w,,m,,.,...". '`a `'tip. \..)K ---_.1.-..,.g - ,,--- 4 —r__J - "", ,, LLJ PROPOSED RETAINING WALL — — - — FOR PIPET i 4 -- �r_:...-:� �..-. . _ - 1. G HROUGH I I: 12+ 0.0 , ti \•... RETAINING WALL - _ _ - DETAILS SEE BUILDING PLANS\ ies gS / \ 1 .. a », :u 3� � . ` -__ RETAINING \ I � t--,,_ `, WALL ___ ,._ . . .. .:., ___._ \ N ( `...•...\,..',L.',.,....,'„.....-,-...-.- 7 ------ i ,- a„ ___-_„_,___,w_,_,,__,,.___- ,:,_ .,\ \ Q \\\ \ . . . 0 mn ___ V iQ Q \\N..N.\ ,,--.. -\\- \-, /s//.0 _..i.-.......,.....----..-•...'..:...:,.. ,„,,,„,\ '''''\''''' --..''..'.: -_---.....7., _„ v '' II - _ V APPROXIMATE I00 YEAR `� _ __ PHS DELINEATED FLOOD PLAIN LINE `!~ _1! _ ____ __ ___ —4) WETLAND BOUNDARY (ELEV.= 16314/ NGVD) W I FINISH GRADE TW _ _ - - - TIEBACK LENGTHS AND SPACING .011 PER GEOTECH REPORT -- EXISTING GROUND c:IZ 0 ,_,_I Lrl 11_1 Q CW BACKFILL REQUIREMENTS PER E-i fX 0 o �� FINISH GRADE GEOTECH REPORT z 184 0 cor- c.::. r-, in CDC l 184 O WALL FOUNDATION AND EXCAVATION o - _r + �.o CO °'� o Co o cn r BW VAR I ES - SEE GEOTECHNICAL REPORT. J ¢ cp n o c^n^ `r' F, Q o ^ "� ”o c. ,_Q, - CUT SLOPE AS ALLOWED BY I� r Q T r + + 4 co 4 r(i ' o co r• v cp r---(.0 N n co '� n cD '� n } rj iO p GEOTECHN I CAL REPORT AND/OR FIELD � Z N o cn F-c.) cn T .. RECOMMENDATIONS. I: I SLOPE MAX. Q 180 Q �� -A ,..1---¢:. �.�_� �� + N,�; 180 LEGEND BE I� ` v3U cn v cn v ¢ •• •• ncn PER OSHA UNLESS GEOTECH PROV I DES ,-1 C, o • TOP OF 1i'ALL cn 6 = OTHER RECOMMENDATION O TW TOP OF WALL C T/1 Z U I- v CW = CONTROL LINE OF WALL LJ.� o 1\4 ',: ; • 77: 77.79.77411-77"1--.--_ 1 BW = BOTTOM OF WALL r °Q 176 f b I - 176 BE = BOTTOM OF EXCAVATION I"�" Es. �� . � I II � '- , : � ' ,---, —` ' TYPICAL MSE FILL WALL LEGEND J w g .. ` ; l . - ; - � - ; , ; , , �' • , F ' � , � , � , , � � , - 172 172 � f ; ( �- ; , ; , ; , ; , (SEE GEOTECHNICAL WALL REPORT AND BLDG PLANS FOR DETAILS) ,_-1 — ¢ _ _ } U (n L, -,; ( , , , , . ( ; ; ; , , . , : ' MSE WALL GENERAL NOTES , 0 168 • — - 1 , . r - - 1- i - - , I 168 o7 ; . 1 1 � t I MSE FACING BLOCKS TO BE STONE TERRA O • a I •� - . . . . . . . '��, },.,'_Y'Aj-�,..�'�.�' ' , . ...7..._r T,...1 , i -_T-T�... ''.I 'Y-TY.'.,,.....�. - EXISTING GROUND 1 ' . ' ; ' ; !J�..r' ^ ` ` ' ` . ` . . ' ' ;1 . ' . T ' : • : ' :A- . STRUCTURAL DES I GN PARAMETERS FOR MSE RETA I N I G WALLS ARE • 2 R N 164 - - - 164 INCLUDED IN GEOTECHNICAL ENGINEERING ANALYSIS GEOTECHNICAL 1..,,r ,, >,� AI ALC INVESTIGATION A+0 APARTMENTS SW OAK STREET BETWEEN SW 95TH - -- -- AVENUE AND HALL BOULEVARD T 1 GARD. OR. DATED APRIL 18, 2016. N 160 __ — 160 3. FOR WALL DETAILS, LAYOUT, AND STRUCTURAL DESIGN SEE BUILDING Wrao HanmiGlobal Partner a PLANS FOR 8900 - 9000 SW OAK ST. 808 SN 3rd Ave., Ste. 300 Q 4, WALLS TO BE OWNED AND MAI NTA I NED BY DEVELOPMENT'S HOMEOWNERS Portland, OR 97204 156 156 '� Phone: (503) 287-6825 0 10+00 11+00 12+00 13+00 14+00 ASSOCIATION. 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CWS SHALL NOT BE RESPONSIBLE FOR WALLS WITHIN THE 1:4 Fax: (503) 415-2304 POND FACILITIES. 0 www.otak.com r--.. 6' E, WALL PROF I LE: STA 14+ 50 TO STA 20+25 5. ALL WALLS TO HAVE 4-FOOT TALL FENCE AT TOP OF WALL. SEE 18056 C18056C103 04 •d-- LANDSCAP I NG PLANS FOR FENCING DETA I LS. W Project No. Drawing No. c., 3' 15' 0' 15' 301 E-1 noppopppopppipm 6. FOR TYPICAL MSE FILL WALL SECTION SEE SHEET C2.5. 46 cn 1) Sheet No. -6_-° 0' © Oak, Inc. 2016 XREF LIST Ltscale: 40 Resolved 518056x190 P18056X001 1- C18056X231 w m' 1--) to L18056X700 M - 018056XLIGHT ci o F'L FL IL 4' It z c o CONSTRUCTION NOTES LEGEND 1 CONSTRUCT CONCRETE SIDEWALK PER CITY OF TIGARD STD. —m—ii— DAYLIGHT LINE w' a I DWG. NO. 120, SEE SHT. C5.0 SAWCUT LINE I 1 I 2 CONSTRUCT CURB AND GUTTER PER CITY OF TIGARD STD. I I ASPHALT PAVEMENT °' DWG. NO. 126, SEE SHT. C5.0 cz_— C CONSTRUCT STANDARD DRIVEWAY WITH CURB-TIGHT SIDEWALK H a I CONCRETE SIDEWALK oZ 1S135AB03302 1S135AB03303 15135AB033O4 1S135AB03403 1S135A803403 3 PER CITY OF TIGARD STD. DWG. NO. 142, SEE SHT. C5.0. SIZE PER PLAN. FEATHER PAVEMENT TO CONFORM TO a IEXISTING DRIVEWAY GRADES. Z o Q STA:0+10.00, 11.00'L I EXISTING POWER POLE, © (A 9' DRIVEWAY•00' L © T 20' DRIVEWAY 15.00, .00'L © '22' DRIVEWAY O24'L 4 PROVIDE SAWCUT — BEGIN IMPROVEMENTS PROTECT IN PLACE I ›"' N. LIMITS OF GRADING EXISTING OVERHEAD - EXISTING WATER I 01 RELOCATE EXISTING MAILBOX \D�Q.� R� Sd, o __ o ELECTRIC TO REMAIN METER TO REMAIN 0 `� w`+� 9„ p 1R r- 4 6 REMOVE AND REPLACE EXISTING STORM DRAIN CULVERT, SEE e Lu Z z o� , ,,- 0 0 RAW 0 SHEET C4.2 z ri" 0 N 0 �"'ii— /. /, I- `• Y/ #' � -7 i " ` 0CONSTRUCT ASPHALT RAMP. 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DWG. 126 0 Q o TYPICAL SECTION Lag c., ro STA: 0+10.00 4+39.98 192 '- `D "' 192 NTS ii rrt 11 li 'I I II + coCO Le'l W c7iH HO II 'I II rncr 0 V)In C-0 .— (i) O 188 N 01- C> a U ± �� Q r- ° '4:, e�co � op %, 188 O N'" corn Ln r7 of r� — -- - 124 1 N I I it N — � II II " II ii II QL3 II II II II av ¢ O MO 184 1 �' II II c,o c�a 184 i— •__ ICI a U Q ci .411 10 ¢ v F- o LEFT CURB "' ~ ~ ^ — z 180 J 180 Q O 1— TOC © LEFT CURB / — ` � — — — — — ! ` oi W 17-I 176 EXISTING 3RADE 176 4- LEFT CURB - w w o o , _, 172 0 � 172 ', � c)6 r'�T -I g Q f1) 0 d 192 I_co +e 192 1 w --I �n Ca �.- oo II II II — Q C D in C\2 DO a <Q : � O) N L.� Y i 188 �,i - d n' 188 o 0 CP "EG © "CONSTRUCTION 4_" _+ co U �}- - - — - - - - — — II II S � 184 — a I II 184 '� U (f) CONSTRUCTION U'Li 180 . _ ______ _____ co s wU — ,,,,,,„,,:„,„,:,„:,.„„..,„:,:„„„„„„.. Q1 O a 176 176 , ............... . ...'''''' ± ;i I 14 o I Y 172 0+00 1+00 2+00 3+00 4+0u72 p..4HanmiGlobal Partner 808 SW 3rd Ave., Ste. 300 E Portland, OR 97204 CURB PROFILES N Phone: (503) 287-6825 Fax: (503) 415-2304 HORIZONTAL: 1" = 30' Q www.otak,corn VERTICAL: 1" = 8' r. 18056 0180566300 CNN 30' 0 30' 60' W Project No. Drawing No. E-1 03. 0 46 SCALE IN FEET Sheet No. a © Otak, Inc. 2016 R R R XREF LIST / I" LtscaIe: 40 '�"V STA:4+16.57 29.09'L �: i /A' Resdved (-CONFORM TO DRIVEWAY /. ' 7 / Q S18056x190 STA:4+27.35 38.02'L /1 / o N CONFORM TO DR111EW• 7w N - P18056X001 ; / C18056X231 / i! L18056X700 .� , ECc4+87 8, 75.3. ; • I N O 0 018056XL1GHT / � -.�.. 's 1S135AA80000 15135AA0902 / 1S135AA04100 1S135AA04101 1S135AA04000 c3 ° 0 �+�►�� // : .. 76.80-1-1-1 y / I z c �4i ! ;° / LEGEND ,� Q.....:100','�� r,; CONSTRUCTION NOTES o �� ff1.14' ttl V1 CONSTRUCT CONCRETE SIDEWALK PER CITY OF TIGARD STD. i �� DAYLIGHT LIGHT' DWG. NO. 120, SEE SHT. C5.0. p { 4tet......4�'i 1 \./ ......,0\ EXISTING RAMP / SAWCUT LINE r 0 a coiq��D �� i' i ' TO REMAIN STA:8+52.50, 16.50', C. CONSTRUCT CURB AND GUTTER PER CITY OF TIGARD STD. m ....♦ . �- �, �� / -• --•- �� LIMITS OF ASPHALT REMOVAL r i EC:47�43, 39.85'LI Q. 26' DRIVEWAY 119 .> DWG. NO. 126, SEE SHT. C5.0. �� cc ��e / / ASPHALT PAVEMENT ¢ %� ��♦ "$ ," �' �: 3 CONSTRUCT STANDARD DRIVEWAY WITH CURB-TIGHT SIDEWALK o o z - `��i -- ',474•46"V 4646 311.'--(411) / » ---- 17 , - - - - - - - - PER CITY OF TIGARD STD. DWG. N0. 142 SEE SHT. C5.0. i,� ' / 1 t .. .... i. ... -_.. .r� _ ! -.. �I) �* ».. ,..-...__W „. y PER PLAN. c o _ _. x� - �.. ._...... EC 7+8 1 - - SIZE I CONCRETE SIDEWALK BC:41-39.98, 11.001._-"I 4 11 •.t.", • - .� z ¢ o 0 1 Q 4+00 : 4+50 �1 5+00 1 E 5+50 , IT 6+00 -r' 6+5 52*- 3.6!!E. .7+00 +5[I 8+00 8+50 . " 9+00 ' 9+50I p 4 PROVIDE SAWCUT. O _ _ S88' A:4+2i 00' i ` �\� r"C:5+63.23, 20.50', 1385.098 RC:7+77.98, 20.50 77 BC:9+33.84, 16.50'R 1:2f `' gi -ii i _ - CONSTRUCTION 1 I s •' E k .,RiV '13 ©' 1 r� �[ gct CONSTRUCT AC PAVEMENT DRIVEWAY FEATHER PAVEMENT TO � 176 . - ;� 171m•, CONFORM TO EXISTING DRIVEWAY. SEE CITY OF TIGARD STD _ _ _ .__. F'/- '': EXISTING R/W ..:. o �� W EC5+7 .....�.. BCi7-�- 7.79 24_5D 2 _ _ �D�Q `Sc� _180 _-_ ___ �. s, ca..___ L DWG. FOR STRUCTURAL SECTION SEE DETAIL 1 ON C5.2. v( - ---- - • -_-•:- _ . - --:L------ r ------ om_.._::: -I-- ............. ..»..,, ...IT TF ,�s ' .,. .'. .' . . / / ... - .I i _ -• • Q - -r •. •� ., �{ � WAR .........., ,...1., -.. ;:. cv =-` �:LIQ. �� 9 ,� a� CONSTRUCT STANDARD CORNER PEDESTRIAN CURB RAMP PER � z � ,� � �, STA:4+46. 0, 16.50 R ,, ,... •f��-1 R1/ ...:... .. . /),(• s �_ / -L, L.u:.�� R ' w T- c� t- 4, ,. 4 • . < - ;,, a CITY OF TIGARD STD. DWG. NO. 128 ON SHEET C5.0. 3.. 6 ' I , : 1 + : D. � ;�. 4 R �+2400: 'R �2 '-ll. •--r; . 0 . - - I CQNSTRUCT COMMERCIAL DRIVEWAY PER CITY OF TIGARD STD ,a R ® .., w _ S Q', -1 26' DRIVEWAY :., r �, .:. �� . � i -_�- �� i . ' ` 1 t _ DWG DETAIL 143 ON SHEET C5.1. X28 p.., w ,, f-.- , , moi" �, o t r ._ -_ _ € ,:.... r_...._ rEC9+3 .23, 24.50 R �� ' �, f ,f f f ,'/ , n ; '/sir/�„!r 4"' ln RAW .� f I € € € ii75 a �, - {// _--�_- f � /�' ,�� ,* O 0< ca �` / �_1 8 CONSTRUCT 12 THICKENED CURB AND GUTTER PERDETAIL ,� 4 r-4 __-____A:75:-„,„,,, - i i ,„ 1 / 2 ON SHEET C5.1. FOR CURB LIMITS SEE SHEET C4-3. f1- - -- /i �\ Imo- -/ c i _..-� 1� ,, ri �' y,,..1// `'' �� _�--' "�`� / ‘ ` I 1 k • I CONSTRUCT VERTICAL CURB PER CWS LIDA DETAILS ON � ' - , "-0 '"�� _ .„___ , SHEET C5.6. FOR CURB LIMITS SEE SHEET C4.3. `� '� --' j H PROVIDE 7' TRANSITION FROM SIDEWALK ELEVATION TO _ --� � Dc f� � �� - ' ` 11 I� IE - 4 • I//---775_,______ (-) EXISTING AC PAVEMENT SURFACE. MAX SLOPE 8.33%. 1:1 ., _ _ - _ r� U M f7 • -� 7.i'/ �� ,� p - N. 1 1 CONSTRUCT CURB RAMP PER DETAIL XX ON SHEET CS.X. • PLAN: SW OAK STREET 12 INSTALL STREET BARRICADE PER CITY OF TIGARD DWG. NO. 192 SEE SHEET C5.0. HORIZONTAL: 1" = 30' 192 192 188 188 I I I I .n Clr - - `CN M ¢ �n I 'd � o (NI 184 �n ,n•- _- --+ 184 II I `fl; °° � op II + i _1_07D � 11 11 -sa�- - ¢LJ fl II II II ¢� 180 -- _ 180 0 1 1 EG "CONSTRUCTION �" w U)w VD 1 � sal • � � _ � � _ f {3 OD CONSTRUCTIONCID I 176 I � ~ ~ � � ' -_>`- I ._ra- - -- -- -- - - - , � « 176 Vin I o - as Emil op Ln oc.,Ln° r� � o c� • coop y - -_ 188 + � CNI Q+ Q + ,� I X00 188 1N r•-)-� I y 00 CO '- ii II II II 172 � o � o co o "' 172 1I II la €I II II II II ¢ � ¢ U � g .- + A- oaa; Qo ¢ o¢o 1- (D cCia � O b�� 192 II II + r-- N � 1 , Ion 2 Ki 192 '� � 184 ter, v, o�a cn - 184 in p II II �n • o o .- 0, r- Li-, � o p inr� � n 30 r•-: �� ! II �� c,J co o rna, r aa, � ry c� .� app ori � r� CO FI] cnwL.LJ II +� ocp Hca -a' Lr; �ei '.'i�ri - • -cn q- � � atoms II °' � ~ � � O -' II II II 188 ') n in !I - ;. II_ ... - �+, .- + +. �� II_ I1 a JL .. €€ III 188 180 - - 180 II €€ II r; II II II II II Q �, ¢ Q STA = 1+56.60_1CO2 1 ~ r-w ¢ � I� II II I II ¢i � � _ II `�J' Q � i)LJ I- ,� cn w cn W �n w C01 TOC = 181.32 �w C/ W < D ¢ 1¢- J {f W N W STA = 1+74.40_ cn W ~s w rn w TOC = 181.78 : z Q 184 - - - - 184 176 176 1+00 I L.L.9 CD 180 - - _ i 184 CURB RETURN PROFILE [ i J� + 45 E HORIZONTAL: 1" = 30' W ° ,�,. z __ 1lAL: 1 = 8' w o - = i - RIGHT CURB O e 176 �- 176 (.:14 . i. 1-- (I) TOC © RIGHT CURB ITRANSITON TO 3.5% ROADWAY STA = •+50.00 CURB DATA TABLE TRANSITION FROM 4.5% - ( ID' TO WEST,AT LOW NUN I - ELEV = 177.60 .-.1 to SLOPE 172 ROADWAY SLOPE TO 2.5% 5� AND 20' TO EAST) 5+00LI 6+00 7+00 8+00 9+00 172 RADIUS LENGTH DELTA REMARKS I- {n tr) CO1 35.00' 48.79' 79'52 36 Y 0co CURB PROFILES CO2 60.00' 30.48' 29'17'59" d r 0 O CO3cn 15.40' 11.21' 42'50`00" Ct2 i HORIZONTAL: 1" = 30' 1004 15.00' 11.21' 42'50'40" VERTICAL: 1" = 6' a C05 15.00' 1 1.21' 42'50'40" o 43.5' CO6 15.00' 11.21' 42`50'00" _1 C07 15.00' 11.21' 42'50'00" "' 24.5' I9' CO8 15.00' 11.21' 42'50'00" cot 0 20' 23.50' , a co ix 6.50 ' 2.00' 0.5 I--I it ¢ ,� o PLANTER o w cc STRIP S/1N occ U c" VARIES PARKING VARIES 1.5% MAX HanmiGJobal Partner N �^ n...'T•7.L':^.".2F'v.-ai::-•3"v-.'C.S'.:T'^SiP`a7..ud'k Kr#:.?^::� L .", o.,.',,«•«,".'. -,- .r �ge,�. . , s,,; 808 SW 3rd Ave., Ste. 300 " � \ SIDEWALK PER CITY OF TIGARD STD. DWG NO 120, Portland, OR 97204 g SAWCUT LINE €moi Phone: 503 287-6825 UNLESS OTHERWISE NOTED. ) °°• 3" OF 3/4" LEVELING BASE OVER Q'..I Fax: (503) 415-2304 / CURB & GUTTER PER CITY OF TIGARD STD DWG NO 126, 12" OF 2" CRUSHED AB BASE ROCK OVER 12" UNLESS OTHERWISE NOTED. o www.otak.com COMPACTED SUBGRADE PER GEOTECH 18056 C18056C301 N RECOMMENDATIONS. 2" OF 1/2" DENSE GRADED LEVEL 2 HMAC (PG 70-22) 30' 0' 30' 60' W Project No. Drawing No. i.ric," WEARING COURSE. TYPICAL SECTION 2" OF 1/2" DENSE GRADED LEVEL 2 HMAC (PG 70-22) C3. 1 SIl'A: 5+76.20 - 7+67.79 BASE COURSE STA: 9+34.23 - 11+24.69 SCALE IN FEET Sheet No. 0 NTS ci © Otak, Inc. 2016 XREF LIST LEGEND Ltscafe: 40 R DAYLIGHT LINEff—//— Resolved I SAWCUT LINE r, iLi 0 518056x190 o N P18056X001 I ASPHALT PAVEMENT __ C18056X231 I w L18056X700 I I CONCRETE SIDEWALK • - 018056XLIGHT i 15135AA70000 a P zz w ix ti fn �< I I .� EX SIDEWALK tF !(I �� °' _c 1 E S1 ES 1 - - - • eE - - - _7,-.. ..„, TM— — 183.25 ` 0 ! / r / L, ... � L . .: .....±t.::::6::,,,.--:........—.— �f 0 o Z ff Ef 182.83 �^ M__ 183 64L 183.16 a CtlAt _ , � - _... 8 ,PEEr I-- ; 1 f:, OH.,..t _ _______ 4 ,,,,, OHL 0! -- • / ? - e-.-- ---,rkrssznxkcocxgsr.---— Aq4.4_3to c .m- 183 27 , i�i,p ... .... ..� �. .:-.•-'^-.:-.— •��."" ISR ANE .. .._��., _ _ _ _ �- -�~ z EC.1 i+41.05, 50 R , \ ._ M. c 183.13 o Q . EGIN AC iLL S� 5is +50 0x IO+DO 10. 5Q M "' 11+00 1 + \12+00 0 1 1 - _ ]3+50 - 14+QQ 14+54 1 I S$� 52 2!2.36 E -_ _ ..- _ M 182.56 �:.x 183.05 y ...V....�t:::::_ ..: �..m.. . _ / - �1� -- �-- I� ••-••--.-..� I ...-.... ,,.•�.....�..• ....•--w..-�°�..' �. 183 04 1 3 -� o - 1385.098 ,^� i `� , ----- 183.fl2 + o n Q RC:1 1+31.13, 20.64 R /'/ / _ ! Ai K}� �' =C I M_.....iy listi. r -t- 1---- �� 1a .48---- i, - i -- 3I / ... _. F .. ` :1,:8A2.6.34,,,, ,: ,,,401:1 •�z z 1 ! �' sC:11+21.0 ` 24.99' "�:'�'�- O /183.17` �' t �.. z ,iz w N _ 183.11 �' s. _I, } - °a.- �.,`.�.. ' ,,,..'..;• ��,. .ate , Q.. _ le.-7,-1 •,�f � ✓i. f ..,....... ,••,` -- yam "� w ,jV lb ..j•-_,[3111f. / — 7 P / r / Lo t1-4 _�� ;' O c -'I75- ,�� r�1 �` ` .. / / *• '' .._>,DE +D END " . /--- ---- )4-- / i,,),'T- lo //% /' ! mm � .-- —L—...,I ;4� t' .C.t) C 7 i 1 / �i ii� ' , - 1 r i i i , 1 ,,b...K ii:4. / I/ I t ,, ,- i i , ,- ,7- AI (' qs------ / - /7 ' , , i ,,--1- , - , ;',174. -- n , \ PLAN: SW OAK STREET X-ING RAISED PED X ING HORIZONTAL: 1" = 30' HORIZONTAL: i" = 20' 19i 192 i 6.00' H 10.00' 6.00' ��188 - - -- - - 188 1�2„ DENSE r N TACK TEX PVMT ~ ``' J 8. FR GRADED LEVEL �? I 184 a o 2 HMAC PLACED A o o r —_ -...._ -- 184 IN TWO LIFTS ii li I up 1 L I Lq 41 -1: COoO as I li E3 c, "CONSTRUCTION c_" + V) LLI180 SECTION A-A 180 '" II i . NTS 8 { _ _ — _ — „ _ - - - - -C — ~ ` _? v CONSTRUCTION O , ., `o 1� 176 - - +6 176 O r W y 14 I _ CONSTRUCTION NOTES r r0 + �_ J �I II 1! 172 _ _� �, �� ° 172 L.� w s 1 CONSTRUCT CONCRETE SIDEWALK PER CITY OF TIGARD STD. r O CI) —0 DWG. N0. 120, SEE SHT. C5.0. Q Ct O -- z CL t i 168 - ` - - O - 168 2 CONSTRUCT CURB AND GUTTER PER CITY OF TIGARD STD. (� I - ---- - -._. .. - - DWG. NO. 126, SEE SHT. 05.0. Z p A164' i 164 3 PROVIDE SAWCUT. 1 00 I- z M 4 CONSTRUCT 12” THICKENED CURB AND GUTTER PER DETAIL W O N co 2 ON SHEET C5.1. � � E 1921 c^o co .:,cp o �° '� CO ,� _ ro 192 r', CO Z + +,� + r"-1)al �^ rn r.. 5 CONSTRUCT MODIFIED LIDA VERTICAL CURB PER LIDA DETAILS F-�--I - o ±+T +� Ulf) - ON SHEET C5.6. CC + r W a 11 1 II 11 p 11 II 11 f Q n 188 - all ---1., II ii '- - - - 188 6 CONSTRUCT 6" AC BERM. Q� ~ U CP I-- w �,I ¢ ¢ � a �� RIGHT CURB �, ^ -. V) ``' '. ``-- - - --- - - -- --- I 7 CONSTRUCT RAISED PEDESTRIAN X-ING PER DETAIL 4 ON •� F--- W 0.) ""-'-' SHEET C5.1. C � H- (f) w V 0 184 - - - - -- - .-..- _.._. r-- --- - --- - 184 L12 ac, I 8 CONSTRUCT CURB RAMP PER DETAIL. Li F- v # STA 9+50.00 I �+ 0 ELEV i 77.60 CONSTRUCT T ASPHALT RAMP. PROVIDE 7' TRANSITION Q 180 r - 180 9 FROM SIDEWALK ELEV. TO EXISTING AC PAVEMENT SURFACE. 1 - MAX SLOPE 8.337 Q 176 Lo - 176 co TOC © RIGHT CURB - _ .` GENERAL NOTES I o 172 TRANSITION FROM FU,L HEIGHT-CURB TO AC 3URM, _--. , 172 1. FOR OAK STREET STRUCTURAL SECTION. i BATCH EXISTING ROADWAY AT STATION 117.91 SEE TYPICAL SECTION ON C3.1 t ''''?'''751711111:7!:li ..- -c--'7 168 168 1 � w HanmiGlobal Partner 808 SW 3rd Ave., Ste. 300 164 164 Portland, OR 97204 0. 10+00 11+00 12+00 13+00 14+00 15+00 4 Phone: (503) 287-6825 CURB PROFILES Fax: (503) 415-2304 CURB DATA TABLE O www,atak.com o Q HORIZONTAL: 1" = 30' 18056 C18056C302 VERTICAL: 1" = B' 0 RADIUS LENGTH DELTA REMARKS 30' O' 30, 60' W Project No. Drawing No. N C09 15.0' 11.38' 43'28'31" H C3. 2 C10 15.0' 11.43' 43'39'43" SCALE IN FEET Sheet No. 5 a © Otak, Inc. 2016 J f•.1 . • 7, 4A+ / i( Z 1 LEGEND I •�•�•�•�•� , i SW 90TH AVE SITE EXISTING PROPOSED 6 0 RIGHT OF WAY - - 1- ` cot cn •♦.♦� :♦./41"/ �' y CENTER LINE __ _ _ o U I; �•�•�• . •�•�•� LOT LINE - - L v z i�w� �•��,► �,� I EASEMENT LINE �, ! 7 CURB -- - k 15 ° s nI eL _ l �----� - .�- L I DA �' CD —SD—....-.. $ .� _c 4+00 f . .... Jr!.5{3 --. 6+00 s+ao W SIDEWALK . OAK ST 7+0a RETAINING WALLS IiJ # cn 10.- t W W / ADA PARK I NG / k2::1\------W °Om W Cwx; •' L 5 i �, EX R/W STALL o •tn`r o Y w, CD Y i Z — .. , PRECAST CURB STOP ! 1 oel " V - Y A DAR „ I s c / - 4. / f lisr V Y f. • • --d ..4 * - r-..,. : •I - - -_ d. - - .. t.S PI-- : [ �C/ z % =COte] ° , / G • .e r. `e/ r 4 , ` a • .- •' - d fa: — - 4 • If s p 1 • • ° , _ d,'• • •. , d e 4 • a , i r a+ 7� ♦ a ¢ Z (7 1� _ ► •• R ss • I I .fir. _i44.4. ..... - 10 '--1.4 !'-' V - i JJ \ %-..... a 0 CV E1�1D�.STA�ID / y 26'— 4./ / A A 4 a : VERTICAL:l'JAuRNRTBDDH, , PET : C4NSTRUCTI4N NOTES -- 220 / BEGINCUR1.1 /� ® �, GUTTER TTHE / �m 1 F 1 CONSTRUCT 6" STANDARD CURB PER CITY OF TIGARD DWG 5 t ws.E. IV �.. - NO 125, SEE SHEET C5.0. I eo sc - - I fic _ - _ . w� 2 CONSTRUCT CURB & GUTTER PER CITY OF TIGARD DWG NO / I (11) , U _ - - 126, SEE SHEET C5.0. 1� JC 0 o ■ 3 CONSTRUCT CONCRETE SIDEWALK PER CITY OF TIGARD ` / - DETAIL 2, SEE SHEET C5.2. I 4 CONSTRUCT CURB STOP PER DETAIL 7, SEE SHEET C5.2. �� / I 1] C b7 15.0' 1 © ELEY, iAiiiiLI c) © Q c ! �� 5 CONSTRUCT AC PAVEMENT. FOR STRUCTURAL SECTION SEE / ! u■■■■n DETA I I f ON SEE SHEET C5.2. \ +- '' V 0 - 1 _ t - 1■■■■! I (F) INSTALL STANDARD ADA ACCESSIBLE PARKING SIGNAGE ' `` 7 I O I 0 . rH - " R _ �■ 1�y AND STRIPING PER DETAILS 5 & 6, SEE SHEET C5.2. / 11 k 7/ - , . -----, TRASH a I� I I o-' ,=„= == = ==i ' ,=== romill PROPOSED I Imo--26.5' — /■■■I i 0CONSTRUCT RETAINING WALL WITH FENCE PER WALL PLANS. ,-, /7 , 10' WIDEZ o� ■NMI IM■I �■ PEDESTRIAN I/y , 18' 4 r • - L J _ - , M■;;L; 8 TRASH ENCLOSURE. SEE ARCHITECTURE BUILDING PLANS. ACCESS / f I \ O 4' `�11��'��! _r_ _...._ 9` -- r 111111P1■ 9 I NSTAtL 4" WIDE PAINTED WH 17E STRIPE. • EASEMENT Cr13 f � � � � _ ; ® e�ILDINc C o I lamm • f // ,I _ OVERHANG 1IIIIE ■ 1 D CONSTRUCT DECORATIVE CONCRETE PAVEMENT PER / • I C ' n 12' I LANDSCAPE PLANS. / , ) \ 1 C 0 ' - 0 t ; •••••• co CONSTRUCT PARALLEL SIDEWALK RAMP PER DETAIL 3 ON C 1v' / i ■■■nl ■ SHEET C5. '17 / .--------44, 7.75 -cot I C 0 .4 ,/. '' O :�a/ iito I I Tr i �Tf+j IIM 1_ (2 PROVIDE CURB BREAK WITH GUTTER BYPASS AT BACK OF / t I - / / _ �, ��• 111 i PARKING ISLAND 0o r) / , i / • /cD/7.44--24cood ■■■■ ■�; o r / _ �' Mali■ 13 POOL AND POOL AREA PER ARCHITECT PLANS Z cn 1 I _ T :; c—.7 o a o © POOL 60Up. ■■■iipm-4 z INSF / ` �C Q ,t; 0 - --- - -.. _ �1■■■■■ 14 PROVIDE CURB TRANSITION SEE DETAIL 8 ON SHEET C5.2 , 10 A llc) 11 d 4• 15 CONSTRUCT SIQEWALK RAMP TYPE B PER DETA IL 10 ON // - %c 7r 1== =1 o = � _ SHEET C5.2 \\z ti COMMUNICATIONS 2i+sF y O r1 �� I—� ^ �� MMOOM IIII \ ; eNTPrsoarl �� Y Y t ' 1 Vi I L I I C fi CONSTRUCT S I DEWALK RAMP TYPE A PER DETAIL 9 ON 1l s, ' E-1 SHEET C5.2 , . J Q0I 0 0 --� 7.75'-- .�.. ,% z 00.4 15 STORM _ DRAIN ESMT h 0 in: 9cm/'4.] O 0 VA14i in CBE \CATED kI I y \ 0 (TYP.) 0 `�'' W 1 C + tocci 0: BUILDING rT, Z / ♦ C7CiD ›, . r .75' (TYP.) OVERHANG w �'�"1 z "5 \ \ \ t _, 1 = Q IZ N � � , a cccc/ cccci cccct- - - - cccc; c : c : c er N E.4 cc . cc. _ _ao � o 0 0 � �_ -.-� ate\ .... — �. a � � d o �, + , d 1 CI CiD I— up in .......-.---------------• \ 1 40 // _A;1, __ __ Ie.: __ __ _ __ __ __ __ __ _ __ -_ _- -- ! C\/ ) - - - - -07 - - — - _ I N n I__ RETAINING \ I I \ WALL 'ell >- LiJ L U ti a PROPOSED `�` \ — ~ _ S 20 WIDE .\% iSe 0 U (� Ln PEDESTRIAN �` \ ` ACCESS `. �`--� .'- - EASEMENT `•. \ - `� co ..ti t 0 a / fr r 1 f. //d,� r1-k^rct- U C) Hi ID "� oV 0_ A, APPROXIMATE 100 YEAR PHS DELINEATED FLOOD PLAIN LINE ~� 44 44 y WETLAND BOUNDARY /(ECFV.=163'*/- NGVD) ``� �'`'--��+ HanmiGlobal Partner �'` 808 Si 3rd Ave., Ste. 300 ~ ``' _ 20' 0' 20' 40' CID Portland, OR 97204 �� Phone: (503) 257-6825 ``� (Y� Fag: (503) 415-2304 ro SCALE IN FEET Q wvrw.otak.com 18056 P18056C305 N Project No. Drawing No. N C 1, 1 C3. 5 '5 \ / \ f' "N I �. - / Sheet No. o © °tak„ Inc. 2016 FL XREF LIST l f Ltscale: 20 I Resolved i LEGEND r Cl r-- Resolved I SITE EXISTING PROPOSED o ii 0 A18G568056X001 Z W RIGHT OF WAY z N in 018055X231 Q U m I CENTER LINE - - Lu 0 6 518056x190 I7 LLI Q EX VW JCC LOT L1NE - - o ' a — /2EASEMENT LINE z c / ' — W - o — — — Cr-)Q �` CURB o IDA C- �� . ..:_�.,,_�.,... .�,,.w....._....-�� €.. »..�... . ,........ _ ._—Oh., .w .. , __�_.. . ... . , SIDEWALK _ . . � m � � L l S ..f _ :.. .A ».n.r.. ....~ G Y � k. RETAIN I NG WALLS ) w 3 8+00 SW OAK ST ; ADA PARKING 9+00 f 10+00 STALL b` b` 12+00 14 z °' m x- _ I m. _ _ — PRECAST CURB STOP 1 I in Tr) N 4 0 .0.:-.7.....___Imimi. S88052221 . 693.5 I a ` "� ® _� ' \0 ,111 95�� • A a r, • - : ' : LID R2 : aamil--milli---immememe — —1 anTillil—Milmerinni mi.--=m—inimmomm N\ _� � z ca A R3 A �. Ems,..� 4 . . _. . d - • to R4 d . Al e a a 4 j ��jj C w 3 4 .+ r ..'�'' . . • �' ,,-• A a. •. ' ` i < ..4 • 4 a ` - ° �'s ` ` 4c It? ` �`y a cJ/ el, 4 �• •. - ♦ �S .•. d•. ..' a 4 .d + .. , s a .d e 4 • ... • - a ' n CV G • e 4 .4 i • rJ X d fa ■� .� e a • .d ' � a . ' fi d + _ a r y e a .° a°4 a �� w -•. k, , 1 _ 4 �: :^ • = _ y 4 . . c 4° • e •• _CONSTRUCTION NOTES — . + � 1' '�' III— - rc • / • • A • • j 1 a I RECEPTION ~r` 2 BIKE RACK PER L - c) CONSTRUCT 6" STANDARD CURB PER CITY OF TIGARD DWG dr... / R/IM I NO 125, SEE SHEET C5.0. ri LAf'DSCAPE PLANS N. �] OFFICE ops o ,sT�R/ � BM I 1 - F � .� `,10 CONSTRUCT CURB & GUTTER PER CITY OF T 1 GARD DWG NO C I I r 126, SEE SHEET C5.0. ir //7/./ 1• Y% ( C I g 0 CONSTRUCT CONCRETE SIDEWALK PER CITY OF TIGARD 6.. 0 ..___ want DETAIL 2, SEE SHEET C5.2. 3 —± [I f I 4' X 4' o 0CONSTRUCT CURB STOP PER DETAIL 7, SEE SHEET C5.2. • I CONCRETE LANDING I `' _ } _ 5 CONSTRUCT AC PAVEMENT. FOR STRUCTURAL SECTION SEE �� ■ N ELEV3 C 1 1 r , , �, DETA 1 L I ON SEE SHEET C5.2. ■ • 3 I I 1 _ ■>_�■��r■ _! r P 0 INSTALL STANDARD ADA ACCESSIBLE PARKING SIGNAGE 213 AND STRIPING PER DETAILS 5 & 6, SEE SHEET C5.2. ' MINI 1-1:- 2C1 I ' cr) II Ii • LV ' - - - - _�� _ _ I I 7 CONSTRUCT RETAINING WALL WITH FENCE PER WALL PLANS. �I�-,•••..�-- , M ... III�II'.'exi •4•' `J»CD um. � , .... f.... r-� �._.� 4� o '�o l d i a I �./ TRASH ENCLOSURE. SEE ARCHITECTURE BU f LD I NG PLANS. C� III ® - IIIIII - 6' t C C c� C C C C ' C CIC c [ c mos MU it ■■■■■■Nommiai. '. •� TRA�Fi I 0INSTALL 411 WIDE PAINTED WHITE STRIPE. - 'MINIM •• ■■■■■�I i 8' Q .a r� �� _._.._ 1 O CONSTRUCT DECORATIVE CONCRETE PAVEMENT PER IIIIC- I PROJECT BOUNDARY ■ ■■■■■■ - 7.75' {TYP.) - W ■■■■■■:: I - `11 LANDSCAPE PLANS. ■■■■■■�� 6' O. ` ',Ill i O 9 (TYP ) `� I 1 1 CONSTRUCT PARALLEL SIDEWALK RAMP PER DETAIL 3 ON I II -'< 11111 ,° N Q lO 1 SHEET 05. 1 V?4 --- 4 : !Y ;/ 11.5 O v12 PROVIDE CURB BREAK WITH GUTTER BYPASS AT BACK OF Cip r -cr' C.) ■■■■ s�A 18.51 - 4 �' g' y -_....... _ _ ____ I PARKING ISLAND ■■■■ ASF ■■■■■P �.. /� ...�...�. /. .., ,1 1 — - _ ■■■■ �� I ,, C OPOOLANDPOOLAREAPERARCHITECTPLANS W ■■■■ -A. ! 24' { C C C C I W W iiii ■■II•■■■■ ■■�■■■■ � , 0 ' N /'. -�, 0 1 ,„=1, 1=1 ( 1 PROVIDE CURB TRANSITION SEE DETAIL 8 ON SHEET C5.2 CID 111111 Ct- • - 15 CONSTRUCT SIDEWALK RAMP TYPE B PER DETAIL 10 ON c------- ' N88°52'22"W 129.51 — SHEET C5.2 �+ 'I 0 I 0 (TYP') ®' END CURB AND GUTTER P4 c� o —� , 16 CONSTRUCT SIDEWALK RAMP TYPE A PER DETAIL 9 ON C � �� f, I BEGIN STANDARD VERTICAL SHEET C5.2 C well C C C W.S.E. �' Ne iii END STANDARD VERT I CAL CURB CURB TO THE NORTH _ _ _ 1 BEG 1 N CURB AND GUTTER TO O Q EAST. z (00 0 I CD W "' [� rz U E 00 0 rT, o 12-§ 0 � (TYP.) I ^ w Z 2 W Ii n 7.75' (TYP.) 1 1 ___ ' i cTh r:4 4% fa_ CNI I14 Lti o rn IC C C - o o IC 1 ==== e-� r -� ..._.c. ! I I N ii r T � � - - - - _ � O w c. ,,, L-L--i .... e 'ell / (TYP.) Cc F-Ld _ 1 Q v cn cn Z in END CURB AND GUTTER / �a II o o BEGIN STANDARD VERTICAL g CURB TO THE NORTH PROJECT i . o ED op m N73 i: BOUNDARY a PHS DELINEATED o o c WETLAND BOUNDARY ��A`', I I II 1 1� III W Y , I , �' HanmiGlobal Partner I , I 805 SW 3rd Ave., Ste. 300 2O' 0' 20' 40' UD Portland, OR 97204 �� Phone: (503) 287-6825 7 APPROX 1 MATE 100 YEAR Q' Fax: (503) 415-2304 i , ' ' FLOOD PLA IN LINE SCALE IN FEET Q wwir.otak.com ---- (ECFV.= I 63'+/- NGVD) 18056 P1 o. ''---- - �'�e�� w Project No. Drawing No. -, f ; / -- C3. 6 _ 1� I^ -6 `` V 1 Iri, I ` ; Sheet No. a © Otek, Inc. 2016 XREF LIST Ltscale: 30 GENERAL NOTES Resolved C18056X001 I. ALL SLOPES SHOWN ARE FT/FT. Q a A18056x5LDG 2. FOR LIDA FACILITIES SEE LIDA ENLARGEMENTS ON SHEET cn _ C18056X231 C4.3 ztA C18056X600 3. FOR ON-SITE STORM AND DETENTION FACILITIES SEE ' _c S18056x190 SHEETS C4.4 AND C4.5. o a u 4. SEE SHEET C0.2 FOR PIPE MATERIAL AND TRENCHING Z REQUIREMENTS o (n N a c OAK STRET -0 SEE1JE STORM DRAIN CONSTRUCTION NOTES © SD- I LINE V , i ,� INSTALL RIP RAP PAD PER DETAIL 2 ON SHEET ; STA: 1+50.02 ri 1= i C5.4 PVT STORM DRAIN SW OAK ST CL °\ a ° a / SEE SHEET C4.4 4+96.80 @ 6. 12' R= 1 --- i \ \ INSTALL 48" SDMH PER CWS STD. DWG. CIO. SEE n "SD- i " LINE STA:4+96.80 - �� ` 2 SHEET C5.3 0 °' _ co • .n... STA: I+00.00 0.00'L �' . N� \ ��. z "SD- I " LINE ___ _.. , g N: 656009.43^ r I v ,W ` ��` so, E:7620124.43 p - -1M - SEWER CONSTRUCTION NOTES Q SD-I LINE • +' _ �� o, cF _ = STA:2+92. 12� E=� �'. _ .4 INSTALL 48" SSMH PER CWS STRD DETAIL 0 10. SEE `�� ss`�� !/ MQ MO Mf7 MQ Md MO MC _ e .\ gP a �� f a c 1 SHEET C5.3. CONNECT TO EX. SSMH. CONTRACTOR TO �� Z °e°� of \ '�' a - "SD- I ° LINE ,., SW 90TH AVE VERIFY LOCATION PRIOR TO CONSTRUCTION. z w r� v N CC L _ �,-- ^ _ - _ _ - "SD- I " LINE 1 ‘-', 2 CONSTRUCT STANDARD SANITARY SEWER CLEAN-OUT �� w ��Q 7� PVT- 3S fl ( STA:3+53.89 = \ PER CWS STD 500. SEE SHEET C5.4. elf y�, © SW OAK ST STA 4+90.79 /1928 p" x LATERAL • I 3 ci a w r e o 07 01 �0 � Q a = = SEE'`nHEE . ` - = = CO0.06' RT' CONSTRUCT 8" PVC (SDR-35) - ----, r, (..1...--. .,, ''''' -e"-i--.ii2L--is *-.--=-1 .---..-. M... . . y_._,.,_,. -61 --.'--,, C 4.4 .' li ..°.' 1 \ ' ''N,N,N\N\ • r IQ OAK STREET SEE SHEET C4.2 PLAN: "SD- III L I NE 15' 0' 15' 30' V D Z 188 188 W 184 ! 184 C FG © ' L OF SDI PIPE , Fr. ci Cl / OF SD PIPE �r1 180 / L 180 �L� ! - �� i k z LZ W �r/ � O12 LJ.J J 176 . 176 W q ' iI' DC 4" f LU o U 1 Imo - N r � VII < / Z 172 - / �( 16 172 12. Ih'TR „ 0 - + F1 D x 168 _ � � - --F - 168 N J Z Q ED 1 `-'' ' 7j i164 LL=6i.7 8"PVC 164 L=50.02 L=197.80 / SSC 0-A2 0 (-) c. "RCP -30"C900-' SDO1 STA:30+'�1.8 i S.-0.0587 J S=0.0068 S=C!0068 RIM= 178.62 O 0 160 - IE = 169.22 ('3".-.N) 160 �,., D © �'I SDCB-111.1 IE OU = 166`85 (B" E) . a 0 (n r -- STA:1+OCi.00 SD-1 STA:1+50.02 SDMH-1 B (48" MH) f + o Lci R 156 0 156 IE. IN = 164.32 (30" N).. RIM= 1- 4:58 SW OAK- ST CL STA: 4+96.80, 6.11 a 7 IE IN= 1164.66 (30" N) SD-1 STA: 3+;47.82 1 1- II O IL UU I 164.{36 (,�u._ 5') RIM = '171.2 -. .. I� I . a 0 0° IE IN = 166.19 (310" E) cn m ,�, 152 - - IE OUT = 166.00 (3''" S) 152 Q i 150 1+00 2+00 3+00 150 J W N HanmiGlobal Partner 808 SI 3rd Ave., Ste. 300 12 II II Portland, OR 97204 E. P R C I I LE: SD- I LINE Phone: (503) 287-6825 6' I5' 0' I5' 30' - Fax: (503) 415-2304 1 Q www.otak.com n 18056 C18056C400 N 0' W Project No. Drawing No. N 6 Cf) 04. 0 Sheet No. a © Otak, Inc. 2016 XREF LIST Ltscale: 30 Resolved 1 S 1 35A3 GENERAL NOTES r ii 5 C18056X001 m O I S I 35AB 1. ALL SLOPES SHOWN ARE FT/FT. �, d A18056X231 Q O TL 03202 2. FOR LIDA FACILITIES SEE LIDA ENLARGEMENTS ON SHEET C4.3 w 0 C18056X231 IS 35AB ISI 35AB IL 03200 C18056X600 M-) O 15 I 35A3 IS 35AB TL 34� 3 '/, 3. FOR C4.4 OND C4E5STORM AND DETENTION FACILITIES SEE SHEETS o o tin' L 518056x190 IL 03302 TL 03304 � TL 03303 I 2 4. SEE SHEET C0.2 FOR PIPE MATERIAL AND TRENCHING " � 0 H 1 SW OAK ST REQUIREMENTS o_ CAUTION!! EX STA:4+61.85@ • .. 5. CONTRACTOR SHALL VERIFY LOCATION OF WATER METERS AND GAS LINE TO BE - 18.46' L L3 COORDINATE RELOCATES WITH TUALATIN VALLEY WATER AS SW OAK ST PROTECTED IN PLACE ` REQUIRED. E4 EX SW OAK ST ELECTRIC I C TO STA.3+8 as99® / 1/'F STORM DRAIN CONSTRUCTION NOTES m STA: i+24.86 REMAIN N PLACE0 °' `• ,I Q_- @ 12.87'L SW OAK ST '' f g 0 CONSTRUCT STORM DRAIN CO PER CWS STD. DWG. 500. SEE SHEET ,,, 0 cn Q.Q 2 STA:3+01.87® A. C5.46 1% ',' n o + ,f El �wr ' CONSTRUCT TYPE CG-2 GUTTER AND CURB INLET CATCH BASIN .� i " ,./ 0 SHEET C5.5. CONNECT TO zvi m CD m I i y 4 EXISTING PIPE TO THEOD SOUTH. 0400 1+00 2++0 r 3+10 4+00 El REMOVE EXISTING AREA DRAIN AND RECONSTRUCT TYPE I1 AREA - �w I �.. DRAIN PER CWS STD. DWG. 380. SEE SHEET C5.5 SW OAK ST - 6 ADJUST EX WTR _s I ADJUST EX WTR J i 4 `�� s �� CONST. CENTERLINE ,, ..,....,,, »N.. » w .««««<.... METER TO GRADE p' METER TO GRADE I .,.. 70 CONNECT TO EXISTING STORM DRAIN PIPE WITH CONCRETE PIPE `1 Q-w `R T ')'''''''''''`f"'''''')'"''''--:"--- :7---'3 c m r c7 rn 4 /u a z r-, COORDINATE WITH COORDINATE WI TH .� .. -� COLLARPERCWS STD. DWG. 560. CONTRACTOR TO VERIFY z ,�, o — - TUALAT I N VALLEY WATER TUALATIN VALLEY WATER — ^' LOCATION PRIOR TO CONSTRUCTION. , r-� F I El i--I 2 o � 2 �, O Q CA o ; 0REMOVE AND DISPOSE OF EXISTING STORM DRAIN PIPE. � W 5� EX STORM DRAIN , . � �i �� X TO REMAIN Z1 _ ', � ' . �", RECONNECT ROOF DRAIN LATERALS TO NEW STORM DRAIN PIPE AS j/ W 6 NECESSARY. CONNECT LATERALS TO STORM DRAIN PER CWS STD. .� I 'i/ DWG. 520 SEE SHEET C5.3 "SD-I" LINE SEE SHEET C4.0 oPLAN: SW OAK STREET STA 0+00 TO 4+80 15' 0 15' 30' m V 1 188 188 FJ rF3 ® CL IOF SD PIPE Q 184 • EG @CL 184 ::;i CO + -� I OF SD PIPE L=7.0� 5=0.000 Q180 • • •: •� - 180 nsulatr- - � � _ y - - - _ IU) _ r _ I— U") .etll • cy>r 1, L= StS.tibLf 1 U uW0 7=0.M01-1/1-1 Z 176 � 0 - �. .._.... 176 Piz 0 oL O W ~ O 172 SDCB-5B 172 O 111 0 c:> N SW UpK 51 CL 5iA:�5+01.87 CD ± n w IM= 178.80 SDCB-5D W O Z- in o II - IE IN= 17 .28 (10" N SW OAK ST CL STA:4+61.85_ I I a - 5DC B-5C 180.12 168 ^ 0 < 168 '� c' u ; IE IN= 17 -.401(10 W1 q 0•. . •7.3+n2 qa RIM= o m IE OUT= 17 .25 (10" S) _RIM= 178.97 IE LOUT= 177.33 (10" W) w cncnoc ol L 1V- :.- ' 10E-)- N Q IE OUT= 176.35 (10" S) .--1 Ei 0 J L 1 164 164 p I- 1 w n _.. Ct 0, O0 (J 1 i 160 160 60+00 61+00 62+00 63+00 C\2J io ..itt,4 � m o 12' PROF I LE: SW OAK STR 0+00 TO 4+80 ( "SD-02") c) 0- 0 n 6' 15' 0' 15' 30' i mm. lommum. 0 1 0 a o . 0,, , . .._._L O ._ .. , . ........... N W , HanmiGlobal Partner 808 SW 3rd Ave., Ste. 300 Portland, OR 97204 N i, Phone: (503) 287-6825 c.,; R' Fax: (503) 415-2304 www.otak.com n 18056 C18056C400 NW Project No. Drawing No. C4. - 1 w Sheet No. • a © Otak, Inc. 2016 XREF LIST GENERAL NOTES Ltscale: 30 I. ALL SLOPES SHOWN ARE FT/FT, Resolved 2. FOR LIDA FACILITIES SEE LIDA ENLARGEMENTS ON SHEET --------- 0 3 C18056X001 C4.3 A18056xBLDG 3. FOR ON-SITE STORM AND DETENTION FACILITIES SEE 0 _- C18056X231 SHEETS C4.4 AND C4.5. z N N) C18056X600 SW OAK ST Q / 4. SEE SHEET CO.2 FOR PIPE MATERIAL AND TRENCHING o �' S18056x190 ,/ STA:30+00.060 ' ' REQUIREMENTS a � - 1.99' L Z SW OAK S • T r _7 1 QsT. 4+64.84 j rr` 3 2 3 2 SW OAK5ST CL STA:8+61.54 EXTG. COMBINATION STORM DRAIN o o ®I 0.63 R J SDMH- I 0 SW OAK ST SW OAK ST SW OAK ST fMI; IAIR VALVED WATER METER" ; STA6+245® +91.48® (8 5) SW OAK ST 2 CONSTRUCTION NOTES m . a STA:5+83.370 TO BE RELOCATED 1 4 _ �6. 12' R -6.85` L �- f 1.50' L 6. 13' R SW OAK ST STA:9+ 17.600 - �� , (//:\ © / / 3 1 CONSTRUCT WATER QUALITY MANHOLE PER CWS STD SDMH-I B SW OAK ST STA:8+22.22 L -49.2 I LF 6. 12 R cn 4 '2 / DWG NO. 250 AND 260 ON SEE SHEET C5.4STA:3+47.82 / / CONST. CENTERLINE - / Q o 0 ;. /// * 018.50 R �S-0.0200FT FT r ;_- STA: 11+26.59® o Cf) I gym..._ ,7, .. � ,. 6. 12' R0 I SEE «..... q � ., �. �.... »..:NNr, �� SHEET C5,3. co co - -- -` ' x ....... S' �». . SDOF-4 v 5+ 0 6 6+00 I +op 8+00 9+00 10+00 11+0-0\ 1 REMOVE EXISTING AREA DRAIN AND RECONSTRUCT -cam..+ :CI 1 SD I SD SD r� I _. SD a y •D SD 1 ;r.. �� iD SD .,.r I ,.w - ,,,, Vf',� I 3 TYPE I 1 AREA DRA 1 N PER CWS STD, DWG. 380. SEE IY03rrII J, SD �,, Uo MSD , SD SD �� SHEET C5.5. RECONNECT TO EXISTING STORM DRA!N r� I ;a o - � o,� 44-...m...... - ....- ...._... PIPE. \`- S' Q 1 Q SW OAK ST . �._ _ 11 ..'i • . IJ 'd •✓, I •� (9) 1/ /1/ H 1 1 REMOVE EXISTING MANHOLE AND RECONSTRUCT PER �Q-Q Z z °� .--, STA:4+65.32 T r_. � Q E--I � 4' • d" LIQ R7 _ cn LI A - -; El 48" SDMH PER CWS STD. DETAIL 010. SEE z _ � LID R2 nAp e d - 4. . , . �< SHEET C5.3. RECONNECT TO EX SD PIPES FROM THE oLr) o n 4" © , I=X R AVO : v� rn Q • m� � r ..r • NORTH. ry F, �, SW OAK 5T 0 _ 1 oc T --STA:6+27.44® l A . " \ TA. CONSTRUCT OVERFLOW/INLET STRUCTURE ZJH4OS ,----....,---7___ WOAKSTVIJ 0 V ; i ' C) p �° 800BEER 1 VE I NPERCWSSTDDWG, 407 . �� I 1 R/W 11 "r _ ` �0, / 6. SEE SHEET C5.5. •, � "` �� 5 � SW OAK ST / SW OAK ST / �, LEI SW OAK ST 5 � ABANDON REMOVE STORM DRAIN PIPE AS NECESSARY I °` 5W OAK ST� SW OAK ST0 J ©' 0STA:8+04.74® STA:8+6 I.53@ to STA:9+ 17.610 5 TO RECONSTRUCT NEW STORM DRAIN PIPE. CIIISD- I " LINE f ( 15EE SHEET STA:5+48.67® STA:5+83.37® 22.70' R 48.50' R 25 52` R SW OAK ST 1. / STA:�2I +92. 12 I . N C4.0 23. 18' R 6. 12' R �' rr4 ' I I I> STA:3+28.49® r ._, I - JY ' IEG,� iiiiiiii , IrTITniiiicr-n�.l u_ a "S0-11 LINE 630.48' R SEE SHEET C4,0 WATER GENERAL NOTES SEWER GENERAL NOTES ALL TEES, BENDS, AND ENDS OF WATER LINES SHALL BE STORM LATERAL INSTALLATION CHART IliPLAN: SW OAK STA 4+80 TO STA 9+95 1. ALL SLOPES SHOWN ARE FT/FT. MECHANICALLY RESTRAINED WITH APPROVED RESTRAINED 2. FOR LIDA FACILITIES SEE LIDA ENLARGEMENTS ON SHEET JOINT SYSTEM 15' 0' 15' .30' C4.3 2. FOR ON-SITE FIRE AND DOMESTIC WATER SEE SHEETS LENGTH SLOPE 3. FOR ON-SITE SEWER SEE SHEETS C4.4 AND C4.5 C4.4 AND C4.5 LATERAL STATION ALIGNMENT (Fr) IE 0END IE MAIN (Fr/Fr) PIPE BEARING 4. SEE SHEET C0.2 FOR PIPE MATERIAL AND TRENCHING 3. SEE SHEET CO.2 FOR PIPE MATERIAL AND TRENCH I NG REQUIREMENTS REQUIREMENTS SD-12 3+47.82 SD-1 17.6' 168.49 172.46 0.225 N1'09'07"E SD-13 3+47.82 SD-1 13.0' 171,59 172.89 0.100 N1'07'38"E SEWER GENERAL NOTES WATER CONSTRUCTION NOTES SDOF-1 3+47.82 SD-1 19.8' 168.07 171.55 0.176 S29'35'03"E INSTALL 48" SSMH PER CWS STD. DETAIL 010. SEE SHEET 1 (f' CONSTRUCT FIRE HYDRANT PER TUALATIN VALLEY SDOF-2 3+47.82 SD-1 21.9' 169.46 171.21 0.080 S3T57'10"E C5.3 ` ,"f WATER D 1 STR i CT DETA 1 L 101. 16"X6" TAP WITH 6" SDOF-3 3+47.82 SD-1 19.4' 170.19 172.39 0.113 S1'07'38"W 2 CONSTRUCT STANDARD SANITARY SEWER CLEAN OUT PER GATE VALVE ON NEW FIRE HYDRANTS ON SW OAK ST. CWS STD 500. SEE SHEET C5.4. Qt.; CONSTRUCT 8"D. I.P. I N POLYETHYLENE ENCASEMENT SDOF-4 3+47.82 SD-1 19.3' 171.51 171.67 0.008 SO'54'53"E WITH MECHANICAL RESTRAINED JO I NTS PER TUALATIN 3 CONSTRUCT 8k, PVC (SDR-35) SEWER LATERAL. VALLEY WATER STANDARDS. 3 ,. INSTALL WATER METER, DOUBLE DETECTOR, AND CID DOUBLE DETECTOR CHECK VALVE ASSEMBLIES PER Ei TUALATIN VALLEY WATER DISTRICT DETAILS. FOR ENLARGEMENT SEE DETAIL I ON C6.O 188 188 \ ` TAP EXISTING 16" DIP WITH 16" X 8" TAP AND 8" X 8"GV (FL MJ) PER TUALATIN VALLEY WATER DETAIL 8, SEE SHEET C6. I. CONTRACTOR TO COORDINATE WET 184 - I 184 TAP WITH TUALATIN VALLEY WATER DISTRICT. SEE U ) - - -_- SHEET C6. I. 1 - - EXISTING (5) WATER LATERALS TO BE ABANDONED ( 'ets r) - _ � PER TUALATIN VALLEY WATER DISTRICT z ~`�- EG I ~ ` ~ - _ STREET CL L- - .� -- - - - -- - - - -- "I~ 180 REQUIREMENTS. CONTRACTOR TO COORDINATE WITH LLl 0 TUALATIN VALLEY WATER DISTRICT. z - - - - -- - n - - - - � - -- 176 . . - I 176 (� REMOVE EXISTING FIRE HYDRANT AT MAIN, PULL (' VALVE AND PLUG TEE. COORDINATE WITH TUALATIN Li] 0 00 o L=44.03 L-44.08 VALLEY WATER AND RETURN HYDRANT. E- i c: + -30"C900 15"aVC n30.3.4 _ -- ! 172 d 7 a 172 L=41.74 5-7.0050 5=0.0050 1 L=208.99L 12•' PVC XO34 S=0.O014FT FT 3 ---- r" ', L-126.13LF -_1-2". PVC_30.34 5=0.0050FT/FT : Q _. - - S=0.0050 r L-1 4.04LF 12 PVC 3034 5=0.005Ur I/r I 168III Q �, 168 (1 I •-- - - -- --- - - -_ - - �, � � T IN ^ o T- / Cs-(7) _ -4( 1:3 -3 p r I- F- Illw 0 TZ-r)+ '-`1_,_icoit • ! 8 164 .. - ^ �! .- Q- -.n y _ - 164 C 'n ri d r o Vn I .1 U - F- 5 I - 7.,I � OU_ f, + t =a _ _ co �, rn of 1- i_ _ (� I.-.:-.1v) _ �n _ o w z • ro en (C '0 F- O o LD N n r J ci 160 - c„ r' a N Y �` H I Q .- ) it m ,� II 160 -- - CRO ^ = o II z < co .. cn N cn �,� co $ TERa aivO oo ��' t� TY ^ � T II NG ;- � n n n� - c N I , I} .z .„ - r-� 1 �t O CO 'n CO• • CO G rn (D g I Z Z p CI - d U CO F- 00 Cn (p CD I� F-- ' GO CO r - v) U7 5 W w w 156 -- Q r C) 3• .• CO 0 r Cn rn CO CO _ _�. -` ,,�: --'r 156 LJ V l V J CL _ "' _ _ _-_- Lo m ' 6) � Q Y ^ - it I Q - II II ~ - N.- r (I �1 - cD ' = p a II ii � O II Z Z p - O II Z -_ NI (.0 -e m - `-' (9 1") a- 1-U LLI A - I - 152 - . a 152cc' - - _ ----*_ - E O II z o - 7 n cn ! w cQom' 148 _ - - - - 148 W • Y HanmiGlobal Partner ......... . 145 5+00 6+00 7+00 8+00 9+00 10+00 11+00 848 3rd Ave., Ste. 300 145 Portland, OR 97204 E Ili Phone: (503) 287-6825 E. (Yi Fax: (503) 415-2304 4 I CI WWW.Otak.c om n 121PROF I LE: SW OAK STA 4+80 TO 9+95 18056 C18056C400 W Project No. Drawing No. N B' 15' 0' 15' 30' ---- 04. 2 cn 0 0' Sheet No. © otak, Inc. 2016 XREF LIST Ltscale: 30 r--- Resolved 6 C11 C18056X001 0 A18056xBLDG 1- z 0 '- 0 ro C18056X231 w C18056X600 - , „\ i / ____ \_______1_,_ m o m w -c 0 „...„,„ _ 518056x190 G - ,..,4 _ _....___, G „7,.. =:::--,_„::=::t::-----„„„„L-_,_ - - -), -2,.,„ _____ f _ SL _ z "-. ,---, - S I i .--"Ak / _y o'D <CL _c -e SW OAK STREET ,---- ,..,-" SW OAK STREET SW OAK STREET ao Y , - CONSTRUCTU1ON C/L STA:5+53.04 STA:5+73.43 C 0 / :'t 7 SCWON°STRKUCSTTUR6E.?:No CA ' C C 8+0 1 1 c ©24.50'R .- --),,.,....)' 1 ' _„,_J____--r- ----, '::,-„, - w (1) „ „„-_ .1 r--- ° 0 016.501R 7 BC EC I --"' „.- -: rft' ,.} STA:7+67.79 _.,....\\ .,,,, Ei sTBEANE,:iii: 0 b o 0 cr, = co CD STA:5+39.25 V STA:5+63.23D ,,, i D ,,,,,..„ / S D - ST 8+ 14.92 8+ I 4.92 STA:7+88. 18 STA:5+74.93 L-3 ©16.501R END STD C&G \ PCC ©16.501R- 5DKE:iNcEscDG C&G ----/- ©24.501R - STA:7+46.29 1 zBEG I N TH I CKENED C&G ,, -STA:5+77. 12 ..,„,7"024.50IR ------------..NN [ IX R/W \ END TH I CKENED C&G "---- ---- / BEG I N STD. C8cG (025.00IR- --- y 'yg ©20.5p0c'cR- ',------- )11------ imuunn: 1- E N D STD C&G i -C_D if) 4 A 11 \•, I BEGIN 7 if 1 1 z .......,„ a - i EDGE FOC 1 hilli a El FOC i 6 , OF WALK A c7 4 , 11 4 A d STA:5+39.52 -1 El STA:5+77.05 _ SIDEWALKIDGEOF ' i STA:©30.99'R7+44.30Y < '' < ‹ , _ ©30.99'R a A ©31.001R4 A 4 il B El STA:8+ 14.93 AP < a a AP (030.40IR . a a , i R/W Aq , BA,CK OF a a ZO a ' 4 a 4 , a -.... ----- ----- ----- a / - ( II • ,, PWRIIII-NI WIIII Wil IIM- A - - - A [ n i <2, A <.7 -- 1 - I .n n 1 ' 1 1 ,J7, I I I .1 1 I - ,FAIWCW,AM41.1., / L I DA I0' R I ENLARGEMENT 01 10' 20' = m L IDA R2 ENLARGEMENT 10' 0' 10' 20' = LIDA GENERAL NOTES Ci) I. CURB INLET STATIONING IND I CATES CENTER OF LIDA Em-4 CURB OPENING. 2. SEE LANDSCAPE PLANS FOR LIDA LANDSCAPING. 3. WATER QUALITY MIX SHALL BE PER CWS BLENDED ;M:1 SPECIFICATION FOR VEGETATED LIDA FACILITIES (CWS STD DWG. NO. 798. SEE SHEET C5.5. 4. FOR STORM DRAIN LAYOUT AND INVERT LOCATIONS SEE SHEET C4.2. E--0 SW OAK STREET 5. ALL STATIONING ON THIS SHEET BASED ON SW OAK CONSTRUCTION C/L STREET CONSTRUCTION CL. I= SW OAK1 STREET SW OAK STREE 11+00SW OAK STREET (i) CONSTRUCTUION CA 9+00 __ „„.,„_„‘ -,, ,, LIDA FACILITY CONSTRUCTION NOTES 11+41.48 ‘:L4 STA:8+95.31 STA:8+97.26 STA:9+34.23 OFF: 16.501R - STA: I I+43. 15 ..se 0 LLI (416.501R_ r(4116.50'R ©24.50R 5 D El STA: I I+31.28 EC OFF: 16.50R END THICKENED C&G , CONSTRUCT MODIFIED CG-30 INLET WITH SUMP ID PER CWS STD DWG 403. SEE SHT C5.6 CD BEG I N THICKENED C&G iTh n OFF:20.50'R, PCC ---)) NI f' EC 4 END STD. C&G L.,/ BEGIN TEMP 6" AC BERM STA:9+ 13.84 C STA:9+24.05 iho 1ST)A:9+35.850 STA: 1 I+20.92 ,,, CONSTRUCT STREET SIDE LIDA PLANTER WITHOUT E-4 cL ° 0 ©16.50'R- ©20.501R --- _ ii,,ii _ 0 STREET PARK I NG PER CWS STD. DWG 795. 1. SEE , Ct OFF:24.49'R, BC ________ ,i, ,,,, , V _ ;M:1 PCC @24.50IR _ _„....-- II - SHEET C5.6 z BC- V V END STD C&G _ _ vvi „. -::,------ „„ ... _ - - STA:9+40.23 BEGIN THICKENED C&G . rT 0 - Z ____ 12" THICKENED CURB AND GUTTER PER LLI CE] DETAIL 2 ON SHEET C5. 1 7,... = ...,r,LX --.. Nj- x . BEG I N STD. C&G / CD _i ci i FOC Ai ir• • ,1 3 CONSTRUCT TRAPPED CATCH BASIN WITH .--4 NYOPLAST PER CWS STD. DWG. 407 SEE SHEET 0 Cr) I- F-- ____I / / ,„__....... ,.1r7-'-'A ,.. [ FOC C5.6 C\2 D 0 - EX R/W - i 1 . I '' .I. 4 LI- EDGE - Li 11 E 11 STA: I 1+36. 10 - ! EI < ..-- OF WALK r9 CONSTRUCT VERTICAL CURB PER CITY OF TIGARD 0 0 1..L.. 0, EDGE d'I ' - STD. DWG. C I 25. PROV I DE 4" DRA I NAGE NOTCH =I 0 _- ,„-------OFF:30.79IR ...- 0 i OF WALK PER CWS. STD. DWG. 795. 1. SEE SHEET C5.0 AND 1 - --- / _ ._v_ LI , 4 A - AP C5.6 RESPECTIVELY. CI < STA: 11+20.92 7 a '"" (:::)-.-- STA:8+95.45 -- 4-3\ < .4 OFF:30.83 R El a 0 CONSTRUCT OVERFLOW/INLET STRUCTURE WITH a .6 El , ., a ©30.931R a AP -, BEEHIVE INLET PER CWS STD. DWG. 407 AND 405. Lr) 'I STA:9+40.23 z SEE SHEET 05.6 AP .:., I 4 .. -.7 ©31.041R , , 7 4 , 0ID/ R/W 0 AP 1 • a . , . , __ _ 7-- ,....,./y\ • -.--- , I -1 • 0111110 -- 1/ \1 P-4 .:.., .. : . -___......, .., ,____ _,._ _ • .1 1 I -I r, - --- 1 la .--- - I - - 1 ,, . 6 , I I ! 11 Hanmi Global Partner -v 808 SW 3rd Ave., Ste. 300 Cip Portland, OR 97204 LIDA R3 ENLARGEMENT Phone: (503) 287-6825 u-, Fax: (503) 415-2304 N 10' 0' 10' 2)' L I DA R4 ENLARGEMENT c www.otak.com M NOM r--- E MI 10' 0` 10' 20' 18056 C18056C400 N NM ll •a: = 44 Project No. Drawing No. cs, H 04. 3 ii Cl) a., Sheet No. 16 0 © Otak, Inc. 2016 XREF LIST STORM DRAIN CONSTRUCTION NOTES (PVT) 1 Ltscale: 30 INSTALL STANDARD TRAPPED SYLE CATCH BASIN PER DETAIL I SEE SHEET C5.4. Resc!ved C18056X001 2 INSTALL STORM DRAIN CLEAN-OUT PER PER CWS STD 5 DWG 500 SEE SHEET C5.4. a `y A18056xBLDG z C18056X231 CONSTRUCT 48" SDMH PER CWS STD. DWG 010 SEE m N LiJ3 C18056X600 SHEET C5.3. o S18056x190 -s.tIr Z 'title__ .»,,.. - -,-� " * o L_ a 1 ,/9 a a G ,.».,.- . , ., , .». ........,...,_ PER CWS STD Z a ...»R- Gaya >. - z. .„» _ » »»»»»» -,„„ ... J_ ' • w.�N». 4 CONSTRUCT WATER QUALITY MANHOLE .. ' ": / » DWG 250 & 260 SEE SHEET C5.4. ( o ;s CAUTION.. EX. 8 SS \I 4+00 5+00 EX. [2 SD 6+00 W LAK ST +00 FLOW CONTROL MANHOLE FOR ARCH PIPE DETENTION FOR SEWER WITHIN PUBLIC .:.. EX GAS LINE a. __ _ W� �. .... .. , ,,, H..:, .m man CHAMBER SYSTEM PER CWS STD. DWG 270 SEE Y R IGIF -0E-WAY.:.SEE ..,3:: . m ,, EX. I6 WATER € 020 a SHEET C4.2 : `.::;" f I SHEET C5.4. s 0 0O SD Q wQ SD SD SD 1 0INSTALL !0" », » »»»„»,,,,,, N- 12 HDPE PIPE , .�._...-.-�.,r....�, � � �:..... __u;4r�_�w,._. 7 INSTALL 12" N- 12 HDPE PIPE a ., . ra ° -� / d _ / ' /• ' DETAIL 2 ON SHEET z CO °' 4 � g CONSTRUCT RIP RAP PAD PER 2 g ° LIDA R1 4 e WATER SHEET C5.4. REFER TO OUTFALL PI � A ° ° � EX. FOR WATER METER, DCDA, AND ° ° a a ° ° ° d e . tr- DCVA SEE ENGLARGEMENT DETAIL ON a4 , ° a4 ° ° a4 " " a e ° ° ° 4. a. A °` a Ct) CITY OF TIGARD PUBLIC STORMWATER IMPROVEMENTS.L=31.51LFr-- SHEET C6. �, ° a ° ° ° 4 e ° ° a SEE SHEETS C4.0 TO C4.3 S o a ° ( S--0.020FT/FT 2 4 d ° °° 4° ° ° ° 4°. ° ° `�� 9� `) CN `, - 11-1 ' /I 4--� i C u ��7 6�� ' I � ' / ' w Oa -i_ T 1 O CONNECT TO ARCH PIPE DETENTION CHAMBER SYSTEM. �,� Z z J r, # � o I 9 1 - "I 4 a SEE SHEETS C7.0 TO C7.5 FOR DETENTION CHAMBER z n ° �i� N ; ° SYSTEM DETAILS. yrx F t II/ _ m 50. 18 LF01 1... ... 1 'L rn�-1 o Q �• cn 299 SF J�. - 0CONNECT STORM PIPE TO ROOF DRAIN LEADER. SEE � -am gPET SPR G, w c2� (c, Lc' El I L. C fa4Q'i / [1/11/pi E „ ARCHITECTURAL PLANS FOR CONTINUATION. �� „ DR-A I STA:30+66.76 �C M 14.98'R .fir . 1i.i€� F "�:-_ " n. . •I I • i EX. OVERHEAD ELECTRIC TO BE RELOCATED. CONTRACTOR TO 12 CONSTRUCT 84" WATER QUALITY ADS MANHOLE WITH �� N. COORDINATE RELOCATION WITH BAYFILTER PER DETAIL ON SHEET C5.5A ' m' ® 33.50' L 4 "DR-A I " STA:3068.83 IE= 167.48 (8" W) PGE a <<€' I Ir 13 INSTALL SIDE STORM PIPELINE CONNECTION PER CWS ® 8.49 R , 13 I , I U STD DWG NO. 520. SEE SHT C5.3 DR-A I STA:30+68.83 ' - r� 33.50'L 14 11 "DR-A 1 " STA:30+70.90 / 14 CONSTRUCT 72" WATER QUALITY ADS MANHOLE WITH C 10.8O'R 1 I I I f - , ~ BAYFILTER PER DETAIL ON C5.5A / I 55.83 LF 5SCO-A2 I x ' "DR-A1 " _ 109. 13 LF � ` = € "DR-AI " 5TA:30+61.83 ,_�;__ �. .I• SEWER CONSTRUCTION NOTES (PVT) STA:30+70.91 k5 - 1.99'IllD> 1 1 - ® 5.51 'R i R I M 178.62 0 51.26' L i IJJ CONSTRUCT SEWER CLEAN-OUT PER PER CWS STD _I 4 107.54 LF > 1 E OUT= 169.22 (8' N)7 . . .. . .. . i_._s , . • .. .� , / IE= 167.30 (12 E) i DWG 500 SEE SHEET C5.4. - , ,,/,,,N.-7:// / _ B 1 E I N= 166.85 (8" E} r IE L o 2 INSTALL 8" PVC (SDR-35) SEWER PIPE. " OUT= 167.30 (12" W) / L=S. 13LF © ELEV 217), 1 _ r L=3.49LF� ® ( S=0.007FT/FT SDCB-2G-2 Z '. 75' :: 7 _. I _ r1 Et INSTALL 6" PVC (SDR-35) SEWER PIPE. 0: PR-Al rn 5=0.005FT/I- I - - / :„.- : :, n 0 10 T 7 / R A STA:3 I+40.7 I `� n J J �, I I' ` IA I` ` "DR-A I " STA:33+94.28 ' r.1STUB SANITARY SEWER SERVICE. REFER TO p RIM 176.00 s0,,,- 1 , , . 4 I1 . 4 IE OUT= 171.26 (10" S) - 4 �� I Q DR-A I STA:33+ 16. 14-- . ' ` i 0 -51.20' L c, PLUMBING PLAN FOR CONTINUATION. / Fs ST STORM RIM- 175.91 RIM- 174.59 F �� € I DRAIN ES�TIN= = d i I _ I:. IE IN= 168.83 (12" 5) c" Ej INSTALL 4" PVC (SDR-35) SEWER PIPE. S 4 IE 167.28 12 E f �9T � ' 7� OUT= ((12" � /2 -� / I ---- IE IN= 168.98 (10" S) -� II IE 167. 18 S) a / CONSTRUCT AREA DRAIN TD CONNECT TO SEWER / 1: " // /(, I E OUT= 167.33 (12" W) a Et ,.) \ a . � LATERAL / \ L=9.51LF ® i ‘\1\, ' L=77.87LF ® /z/ / 6 WATER CONSTRUCTION NOTES (PVT) 5=0.005FT/FT / / 1 = 1 , ...117 ` { 11 IAl" -5 fRl 1 CONSTRUCT PRIVATE FIRE HYDRANT ASSEMBLY. ALL PRIVATE FIRE l � 0 ri� 4Vr.7)(197:704,:er lE; 1 T'- - HYDRANTS TO BE PAINTED YELLOW. 11 a T �� "DR-A I " STA:33+97.42 ," - PHS WETLANII I AI ç {f -_ " • •. �, H-7C (60" CWS w 0 -42.23' L roaEQu€P, CONSTRUCT FIRE DEPARTMENT CONNECTION (FDC) PER DETAIL I ON SHEET 1- 4 C� O ,96 SF DELI NEAT I ON 34.89 LF 5 �" © 16. 5 L �; © DR-Al STA:33+84.89 -RIM= 174.20 , C6. I. ROUTE 4" 0900 FIRE DEPARTMENT CONNECTION LINE BACK TO a I E OUT= 170.92 (12" S ® RIM= 173.83 �I E OUT= 169. 14 (I 0 N)Q u BUILDING. MECHANICALLY RESTRAIN ALL FITTINGS AND JOINTS. r 36.44 LF �I E !N= 169.06 (I 2" 5) ° 4 a Z O ELEC SERVICER00 F ,® IE OUT= 168.96 (12" N), , o L=28.30LF 0 (700)=, © � o 1==== 3 INSTALL 6" C900 DOMESTIC WATERLINE Iti \ ANDMETERs V1 S=O.O05FT/FT • O' c I n Ns L= 16. 15LF ® F II I - } \ »" s �91 SF � 05=0O74FT/FT \ I ; "DR-A I " STA:33+33.58 1 a J I© j 4 INSTALL 4" C900 DOMESTIC WATERLINE �I 0 17.62 L 426 76 LF 6 iii0 -. .. J FW \ \--1FW 1 .mos _ �, 0* INSALL 8" C900 FIRE WATERLINE S=0.01 OFT/FT ` , 124 \1/4.\\:\.%\ y �D IX � ow DI ow Dw ow r Pi OP \ rim ma L-24.51 LF 0Dv Pt, � 6 INSTALL 4E' 45° MJ BEND 389.81 LF "DR-Al " STA:31+77.57 ; 5=0.005FT/FT 7 4 ® 9. 16'R i �` - - 7 I NSTALL 8" 45° MU BEND \.\ \, #C\Nirl - - S .�T ST ST 0 - I INSTALL 8" 90° MJ BEND z / L= 1 D3.37LF ©� - p ST � T ST ST � -t: 0 SDCO-2G 5=0.006FT/FT ~� SD-2 STA:3+76.45 �ti �_ 9 INSTALL 8x8 MJ TEE �. / I j L=88.93LF 0 7 L=36. 1 I LF 0 6 L� RIM= 174.24 .4- 41S:4 L=23.92LF ® \ L= 196.23LF ® ° i ST 5=0.005FT/FT 7 10 INSTALL 4 90 MJ BEND Clf I \ CD I E I N= 170.48 (10" N) ' 414014,„,41 t.` 5=0.0 I OFT/FT _� 5=0.005FT/FT Q W Z I E OUT= 170.32 1 2 E) � ( .. , o . 0 of © 1 0 0 0 F 1 1 INSTALL 4"x4" MJ TEE, 6"x4" MJ REDUCER, AND 4" GATE VALVE. z 0 - - - - PLANS FOR N T ° \° \\ O. STUB FIRE DEPARTMENT CONNECTION LINE. SEE PLUMBING nn n n n n-min-'-n-n-n-n-n-n-, -.n-r.- "DR-A 1 " STA:32+ 10.53 6 CONTINUATION. Q -_��---� .___--__� 0 1 .34'L .� N L� 13 STUB DOMESTIC WATERLINE. SEE PLUMBING PLANS FOR CONTINUATION. T n I- O Q SD--2 NODE - 1 , V 1 �� 13 DR-A I STA:32+ 17.25 11�U SDCO-2E C9 J \ �•� 2 DR-A 1 STA:32+95.96 SDMH-2D 1 4 STUB FIRE WATERLINE. SEE PLUMBING PLANS FOR CONTINUATION 1-- 0 r E IE IN= l 70.21 ( I 2 W) •. © IR-A 1 STA:33+84.89 SDCB-2D- I LEGEND O i IE IN= 170.29 (10" S) L- } RIM= 174.22_�� RIM= 172.93 ��O "DR-A 1 " STA:34+07.88 0 IE OUT= 170.21 ( 12" E) I E I N= 169.72 (I 2 W) �� IE I N= 169.28 (12" W) `� .4,.:'?"`p�� ® 26.84' R w W N. I E I N= 169.72 { 2 N) ��_ _ IE I N- 169.18 (I 0" SE) A c?- RIM= 171.66 EXISTING PROPOSED Li _ SDCB-2F- I --'I E OUT= 169.72 12" E ( ) I E OUT= 169. 18 (12" N) �' 1 E OUT= 169.36 (10 NW) PUBL 1 C STORM LINE SD U Q' STORM LINE sr a .: DR-A 1 STA:32+24. 10 \ % -r'�� i _ RIM= 173.79 2 ST o SDCO-3C PRIVATE STORM LINE i _ ( ) /�i� DR-A 1 STA:33+ 16. 14 •�,�� STORM MANHOLE I E OUT= 170.53 10 N RIM= 173.6D IDSTORM MANHOLE 0 IEco ;-- \ I N= 166.79 (12" N) �� STORM CATCH BASIN �III"ll�l STORM CATCH BASIN ;111:I I a 0 APPROXIMATE 100 YEAR- IE OUT= 166.69 (12" E) . c, L~~-_1~►1�� GAS LINE G STORM CLEANOUT FLOOD PLAIN LINE ` (ELEV.= 1631+/- NGVD) , TELEPHONE LINE T PRIVATE SANITARY LINE SS WATER LINE WA SANITARY MANHOLE O J /24 WATER VALVE e SANITARY CLEANOUT POWER CONDUIT - W P PRIVATE DOMESTIC ow ow °w a (],i HanrniGlobal Partner ELECTRIC LINE CHL PRIVATE FIRE WATER LINE "' 808 SW 3rd Ave., Ste. 300 x GENERAL UTILITY NOTES: STREET LIGHT OR 97204 FIRE HYDRANT Phone:Portland, 287-68 4 I. EXISTING UTILITIES SHOWN ON THESE PLANS ARE FIRE HYDRANT ( } FIRE DEPARTMENT CONNECTIONlr 5 APPROXIMATE AND SHALL BE VERIFIED PRIOR TO Q'€ Fax: (503) 415-2304 Eci CONSTRUCTION. WATER METER El PUBLIC STREET LIGHT •-- 0 www.otak.com 2. ALL PRIVATE HYDRANTS SHALL BE PAINTED RED. SANITARY LINE -... .- SA - PRIVATE SITE LIGHT H 18056 Cl 8056C404 N 3. ALL TEES, BENDS, JOINTS, AND END OF WATER L 1 NES O WATER METER 0 SHALL BE MECHANICALLY RESTRAINED. SANITARY MANHOLE S W Project No. Drawing No. 2O' O' 20' 40' BUILD I NG CAUTION!! LOCATION OF EX. UTILITIES DCDA DCDA m�� MiiiiiiiiiiM 4 LATERALSEEET LOCATIONC6. INS R ANDFETREONCH MEST DETAILI C, DLOCATIONS. ON THESE PLANS ARE APPROXIMATE AND - 4. 4 SCALE IN FEET SHALL BE VERIFIED PRIOR TO Sheet No. CONSTRUCTION. Otak, Inc. 2016 XREF LIST Ltscaie: 30 STORM DRAIN CONSTRUCTION NOTES (PVT) Resolved 0 INSTALL STANDARD TRAPPED SYLE CATCH BASIN PER N Ci DETAIL I SEE SHEET C5.4. o 5 A18056xBLDG2 C18o56x231 INSTALL STORM DRAIN CLEAN-OUT PER PER CWS STD Z 3 C18055X600 DWG 500 SEE SHEET C5.4. m 0 S18056x190Co • CONSTRUCT 48" SDMH PER CWS STD. DWG 010 SEE ° »...m „ SHEET C5.3. f ... :.,:. m ». .: �w 0 o FOR SEWER WITHIN PUBLIC CONSTRUCT WATER QUALITY MANHOLE PER CWS STD. EX. 42" SD RIGHTS-OF-WAY SEE SW OAK ST DWG 250 & 260 SEE SHEET C5.4. 0 8+00 c:, SHEET C4.2 9+00 10+00 . 11+00 >- 4 ......... t� TION m M >�A -1 -s-: '��" �� 5 FLOW CONTROL MANHOLE FOR ARCH PIPE DETENTION `� Q I CHAMBER SYSTEM PER CWS STD. DWG 270 SEE U SD D SD �aD SD SD ....... � µ SHEET c .4. 0 0 SD SD D :::: ,ww.. , ...:::....:vM�.. . �� .. ...��. ........- . ..u_.u�.u�.LLw.�....�.w �¢ «:N�.,�....LL..., �.�....�:.:N., ....w....w..rr.�.......-�,.-.. �.�� ..�. (2) fix.,. ry m w w � .e.�4 } _ ..w -kM __ - �.. Y. W.. INSTALL 10 N- 12 HDPE PIPE c o0 On /� -MN 7 INSTALL 12" N- 12 HDPE PIPE 0 c LIDA R2 LILA R3 ill LI' 1LPA Rot g CONSTRUCT RIP RAP PAD PER DETAIL 2 ON SHEET a.......... °dc a n v °° a ., a , d d d e e ? a ,a a. - d - 9. °. 'r ° S a.� e Q a /* SHEET C5.4. REFER TO OUTFALL P I SSCO-B4 G 4 a n a 4 a ° 4 a d - a _ ° a e a, y e �. 4 4 a .d_ .a a _ a - a a d a d e as L:1 r ° d- -° a e - • ed .. a '- - a .a- ° - - e d.. - a 4 ad e �P� E `5 Q ,SW OAK ST CL STA:8+61.53 o a 4 °� ° d d e da a a d C. CITY OF T I GARD PUBLIC STORMWATER I MPROVEMENTS. � 9` �p \' a �j', d RIM= 177. 15 a e a d 4 . q a . a da a. a a ° °° a 9a a a a SEE SHEETS C4.0 TO C4.3 F^� z IE I N= 164.89 (8" 5) i „ , a 1�,� a 4 - - - .--� - _- - .. - 4 - I M GL. Z frj U N IE OUT- 164.69 (8 N} © e C CONNECT TO ARCH PIPE DETENTION CHAMBER SYSTEM. c , h o �- I E I N= 164.89 (8" S 1 W °d RECEPTION TAIR4;<. tls SEESHEETS C7.0 TO C7.5 FORDETENTION CHAMBER ,,y tirn o Q vi} Z SYSTEMDETAILS. � n 5��Z-I e OFFICE 1 OFFICE 2 I I� ROOM3u I�-r \L ]C1; - a J , C 1 J a - - II( cF 11 CONNECT STORM PIPE TO ROOF DRAIN LEADER. SEE `�' [V - ARCHITECTURAL PLANS FOR CONTINUATION. 7,-Vin, V�PARCEL r ,:..»...w::..LL............. 12 CONSTRUCT 84" WATER QUALITY ADS MANHOLE WITH .. Q WORK a ® 27.83' L I BAYF I LTER PER DETAIL ON SHEET C5.5A ' _ - - IE OUT= !71. 11 (12 5) IP MI - L_96.05LF @ e. 0 STDTDWL GSNIODE 520 RSME EP I SHT ICIE 3C0NNECT 1 ON PER CWS _ S-0.020FT/FT < 10 DR-A I STA:37+60.70 iii .. a @ 3.88' L , 1 , 1 SFr 14 1 mil I EL�s I E= 169.06 {12" W) pp CONSTRUCT 72" WATER QUALITY ADS MANHOLE WITH -, , I Isi..-c• RvlCE-OOM 14 BAYF I LTER PER DETAIL ON C5.5A •iI u p - a n - I u A �I�IC I E �{ + COU tTYAt[ - L=3.54LF �, z13$F SL' ffL'1' CONSTRUCTION NOTES (PVT) azez sF i° SSCO-83 d �� 1 O S-O.0IOFT/FT CONSTRUCT SEWER CLEAN-OUT PER PER CWS STD L 1 / DR-A2 STA:61+44.54 I) 1 I _ _ _ ¶ - _ ... .. . ..._ _.. , _ DWG 500 SEE SHEET C5.4. --nk L=J0.50LF @ ® 8.09 L `I-i 1 RIM= 176. 12 SD�IH-4R (FC) = t ` C o o • .p0 0 0 0 5=0.025FT/- ,d\ {/7 V) C ed ' ` _I E OUT= 167.01 8" 5) © -.DR-A I STA:37+57. 16 ' ' L=28.20LF © I I I - 2 ` INSTALL 8" PVC (SDR-35) SEWER P I PE. -� OUT= { R!M= 176.77 7 S=0.0 15FT FT SDCO-6A I •4* I !E 166.97 (6" W) / "SD-2" STA: I+31.29 POOL - E N 166.81 (8" N) IE INT 169.02 (I 2 E) 0 3 INSTALL 6 PVC (SDR-35) SEWER PIPE. °3'SF - _J ® -371.08' L ( I E OUT= 168.82 (12' S) w "DR-A2" tiTA:6 I+44.54, 4' d RIM= 176. 16 1 , 4 SANITARY SEWER SERVICE. REFER TO w e I. �_ - I-r-/T fir/ r STUB 1I/ IE IN= 170.69 ( 12" N) I PLUMBING PLAN FOR CONTINUATION. @ 22.42' R :' _ _ `i 1L1 :Fc I91 ) QR-A I STA:38+301_8' �� I 6.1 1 E OUT= 1 70.69 (12" SW I E OUT= 167.73 (6" E) [1 - CO C� 5.20' R•�_tl / ) - 1 0 4 . INSTALL 4 PVC (SDR-35} SEWER PIPE. E a I J © �SSCO-B2 �. .�_.� �� ., f/E= i 69.Ofi (12" E} o r4.,--- L=7.00LF ® 7 `, , ' /� �� 1�.''„ / ' S=0.015FT FT CONSTRUCT AREA DRAIN TO CONNECT TO SEWER a a -I/ "DR-A2" STA.61+78.61 M .�,� / -,� LATERAL 1 4 I _ CO 8.08' L z 1 7 L=3.50LF (4 I ii t .- NDSF L=34.07LF @ I RIM= 175.59 i T 1S=0.005FT,'FT I °DR-A I " STA:38+33.6$ ®� LATERAL CONSTRUCTION NOTES (PVT) _ �r e a I E OUT= 167.89 (8 E) � �� 14) H �� 5.20' R r S-0.020FT FT 1 _ jz = . � i 01 : CONSTRUCTTPRIVATE IF I RE HYDRANT ASSEMBLY. ALL PRIVATE F!RE / 1 E OUT- 168.22 (4" 5) - / _. e_.__�• ', J RIM= !76.06 II �i i------ „__ -_w�- HYDRANTS OBE PAINTED YELLOW. i- i a E I N= 67.69 (8" N) o - - - _._ •- -,- [E I N= 170.58 (12 SE)Iiiim.j. Emm4 i_ I [II, "DR-A7" STA:61+78.61 --- .� 'a (� 33.76' L 4I i -- I E I N= 170.58 (I 2 NE) M.: CONSTRUCT FIRE DEPARTMENT CONNECTION (FDC) PER DETAIL I ON SHEET n 1. 7 L=20.58LF © 1E OUT= 169.08 (12" W) �= " C6. I. ROUTE 4" C900 FIRE DEPARTMENT CONNECTION LINE BACK TO © 1 E OUT= 168.40 (8" W) col !I S=0.0 15FT/FT BUILDING. MECHAN 1 CALLY RESTRAIN ALL F I TT I NGS AND JO I NTS. � � L=25.68LF ® L=86.33LF ® 7 1--�-� o 4-, ' -' r / 2 14 C) S-O.O I OFT/FT DR-A I STA:35+31.43 S=J.020FT/FT 12 ®• COMMUNICATIONS f SDCB-SB- I 13 INSTALL 6 C900 DOMESTIC WATERLINE 411.4N cil .s.• N::f @ 22.38'L L=37.36LF @ Errr 4SF -- I 'DR-AI "" STA: 38+42.65 r H � - 745 I Ce !NSTALL 4" C900 DOMESTIC WATERLINE „' ©;S=0.020FT/FT m_ PROJECT ® 22.64 R ca i '` H I BOUNDARYN roc RIM= 175.33 ( I NSALL 8" C900 FIRE WATERLINE _ tw OM OW ForDW OW ix DR-A I STA:35+87.58 1 i I 1 E OUT= 170.89 (12" NW) -11 @ 22.38E (� "DR-A I " LINE . I �, INSTALL 4" 45° MJ BENDPLi - - - I - --�i I i 7 INSTALL 8" 45° MJ BEND z r SS S SS _ o w, INSTALL 8" 90° MJ BEND 4 O ST ST ST ST coO LL-1 o r �r �*-1' SS-8 � �1 L- 138.23LF @ 5 - -� 1 I I "SS-B" STA:0+50.00 6 c)169.02 8"x8" MJ TEE L= 170.79LF © 0.02OFT/FT I •© 0.00' W S=0.0 12FT/FT 0< I I RIM= 175.51 10 I NSTALL 4" 90° MJ BEND z _ Wo 0 0 I- I E OUT= 171.93 (4 W) o _ - I E OUT= 170.32 1 1 INSTALL 4"x4" MJ TEE, 6"x4" MJ REDUCER, AND 4" GATE VALVE. N SDMH-3B r - _�-I "DR-A 1 " STA:36+02.99 STUB FIRE DEPARTMENT CONNECTION LINE. SEE PLUMBING PLANS FOR .--� C,� LI_ "DR--A 1 " STA:35+ 12.37 4 @ 9.56'L 1 1 2 CONTINUATION. p V 1 1--- 0 0 @ 8.38' R SDCO-4A "] N w RIM= 173.50 "DR-A 1 " STA:36+00.99 2 13 STUB DOMESTIC WATERLINE. SEE PLUMBING PLANS FOR CONTINUATION. LL U ,!� 8 "DR-A I " STA:36+83.09 m 3 I E I N= 165.72 (12" W} @ 11.00'1_ F K/I 0 �� I E I N= 165.72 ( I 2" E) •SSCO-B 1 1 CO 8'38 R 14 STUB FIRE WATERLINE. SEE PLUMBING PLANS FOR CONTINUATION L o I E OUT= 165.52 ( 12" S) "DR-A 1 " STA:35+65.59 IE RI�I N=17167.96 ( 12" N) LEGEND 5.30 `� �_ � w o @2.45' R o j PHS WETLAND I E OUT= 167.76 (12" W) _ L=37.89LF @ R 1 M= 174.64 DELINEATION EXISTING PROPOSED ►-4 Q C..� (!) (n S=O.005FT/FT I E I N= 169. 17 (4" E) PUBLIC STORM LINE SD I� �co \ IE OUT= 168.97 (4" N) PRIVATE STORM LINE ST STORM LINE ,_r '� "P I " OIITFAI I 8 I ' STORM MANHOLE STORM MANHOLE I co "DR-A I " STA:35+ 12.37 DR-A I STA:35+69. I I , C") . 2 @ 46.26' R @ 13.8 I R _ STORM CATCH BASIN 1111A STORM CATCH BASIN Iiu;l I E= 165.33 (12" N) , STORM CLEANOUT 0 'o _ GAS LINE G - 1!,° 1 a i TELEPHONE LINE T - PRIVATE SANITARY LINE SS' WATER LINE ----- - - WA- SAN I TARY MANHOLE O W WATER VALVE ® SANITARY CLEANOUT Q X1.1 HanmiGlobal Partner �, 808 SW 3rd Ave., Ste. 300 E GENERAL UTILITY NOTES: POWER CONDUIT PRIVATE DOMESTIC °w °w ow ELECTRIC LINE oRL �, Portland, OR 97244 I . EXISTING UTILITIES SHOWN ON THESE PLANS ARE PRIVATE FIRE WATER LINE 1. Phone: (503) 287-6825 APPROXIMATE AND SHALL BE VER!F I ED PRIOR TO STREET LIGHT FIRE HYDRANT Fax: (503) 415-2304 CONSTRUCTION. FIRE HYDRANT 2. ALL PRI VATE HYDRANTS SHALL BE PAI NTED RED. FIRE DEPARTMENT CONNECTION www.otak.com 0 3. ALL TEES, BENDS, JO I NTS, AND END OF WATER L I NES WATER METER B PUBLIC STREET LIGHT �-- ' 18056 C18056C404 N SHALL BE MECHAN I CALLY RESTRAINED. SANITARY LINE sA PRIVATE SITE LIGHT H W Project No. Drawing No. N 20' 0' 20' 40' CAUTION!! LOCATION OF EX. UTILITIES 4. SEE SHEET C6. I FOR F!RE, DOMESTIC, AND BUILDING WATER METER [� = ON THESE PLANS ARE APPROXIMATE AND LATERAL LOCATIONS AND TRENCH DETAIL LOCATIONS. SANITARY MANHOLE O ,,.,� C 4• 5 SHALL BE VERIFIED PRIOR TO DCDA DCDA • 0 SCALE IN FEET Sheet No. ©Otak, Inc. 2016 CURB JOINT DRAINAGE BLOCKOUT r-- SEE `SEE STD 3" I.D. SCHEDULE 40 ai 5 DETAIL NO. 146Q [V hi 5' MIN. SEE NOTE 5 ROW 1' ri,„:,,,,_,,,..,.....,D_Wi.TV, (ABS OR PVC) S7 PIPE W/COUPLING �-2% 1 ROAD 1" BATTER 1„ 1� 1„ R - ZLd VI V t, ri 1 _C ROAD !. P r• ► a �� ;`r�i 3/4„ R 6„ EDGE , ,_ 6j ,� o o a .r. e a 1 97 I f 12" o 4 1/2'' ! a MAX. 7 2" OF 3/4"-0" BASEROCK T____ „ __ 4-6 . COMPACTED SUBGRADE " 5 ---s DRAINAGE BLOCKOUT 5. :" ff, ,. 4 . 0� H L---,_ o fi -�--� 3" I.D. SCHEDULE 40 BASE COURSES a n ��tl� � m --- -�_ DWV (ABS OR PVC) „ --��- PIPE W/COUPLING I 24 SIDEWALK ADJACENT TO CURB ,P.t �� 4 `� � ': COMPACTED SUBGRADE 0 V, Q ..0 C16" Q o D G Cs c: 0 o (n c -.• PLANTER 0.---or 5' MIN. ROW Q ,�'? 0- 0 z 0. U STRIP V Q o --r---2% ♦ 6 0 .:, 0 (/f- 1. CONCRETE TO HAVE A BREAKING STRENGTH OF 3000 P.S.I. AFTER 28 DAYS. � y ROAD I /.5..,...:, -.): ' [ -1. a xR A - 1 2. EXPANSION JOINTS: n / �111 =ll r041P 71 i� -: y. au A. TO BE PROVIDED: OV\- S6, o 9" 1) AT EACH POINT OF TANGENCY OF THE CURB. c o > 2" OF 3/4"-0" 2) AT EACH COLD JOINT. �� oz �_ BASEROCK COMPACTED SUBGRADE COMPACTED SUBGRADE 3) AT EACH SIDE OF INLET STRUCTURES. ca z C9 r_ O T NOTES: 4) AT EACH END OF DRIVEWAYS. �o 111 �Ld � „ w SIDEWALK AWAY FROM CURB 1. EXPANSION JOINTS: 5) AT LOCATIONS NECESSARY TO LIMIT SPACING TO 45 FEET. ' C CC NOTES: A. TO BE PROVIDED: B. MATERIAL TO BE PRE-MOLDED, ASPHALT IMPREGNATED, NON EXTRUDING, �`/38 4"1- X 1. CONCRETE SHALL BE 3000 P.S.I. AFTER 28 DAYS. 1) AT EACH POINT OF TANGENCY OF THE CURB. WITH A THICKNESS OF 1/2 INCH AND SHALL COVER ENTIRE CROSS SECTION OF CONCRETE. Lil 2) AT EACH COLD JOINT. 3. CONTRACTION JOINTS: 2. PANELS TO BE 5 FEET LONG UNLESS OTHERWISE SPECIFIED. 3) AT EACH SIDE OF INLET STRUCTURES. 3. EXPANSION JOINTS & CONTRACTION JOINTS SHALL BE 1/2" PREMOLDED ASPHALT 4) AT EACH END OE DRIVEWAYS. A. SPACING TO BE NOT MORE THAN 15 FEET. IMPREGNATED MATERIAL OR EQUAL EXTENDING FROM SUBRADE TO FINISH GRADE AND 5) AT LOCATIONS NECESSARY TO LIMIT SPACING TO 45 FEET. B. THE DEPTH OF THE JOINT SHALL BE AT LEAST 1-1/2 INCHES. PLACED AT SIDES OF DRIVEWAY APPROACHES, UTILITY VAULTS, WHEELCHAIR RAMPS AND AT 4. BASE ROCK 2"-0" OR 3/4"-0", 95% COMPACTION. BASE ROCK SHALL BE TO SPACING NOT TO EXCEED 45 FEET. 2. TRAVERSE EXPANSION MATERIAL TO BE PRE-MOLDED NON-EXTRUDED MATERIAL SUBGRADE OF STREET STRUCTURE OR 4" IN DEPTH, WHICHEVER IS GREATER. WITH A MINUMUM THICKNESS OF 1/2"AND SHALL COVER ENTIRE CROSS 4. FOR SIDEWALK ADJACENT TO THE CURB AND POURED AT THE SAME TIME AS THE CURB, SECTION OF CONCRETE. 5. DRAINAGE BLOCKOUT - 3" DIAMETER PIPE: THE JOINT BETWEEN THEM SHALL BE A TROWELED JOINT WITH A MIN. 1/2" RADIUS. 3. TRAVERSE CONTRACTION JOINTS TO BE SPACED NOT MORE THAN 15 FEET APART A. 3" I.D. PIPE WITH COUPLING. 5. SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 6 INCHES IF MOUNTABLE CURB IS USED WITH A DEPTH OF AT LEAST ONE FOURTH OF THE CROSS SECTIONAL AREA. B. DRAINAGE ACCESS THROUGH EXISTING CURBS SHALL BE CORE DRILLED OR CURB OR IF SIDEWALK IS INTENDED AS PORTION OF DRIVEWAY. OTHERWISE SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 4 INCHES. 4. CONCRETE BREAKING STRENGTH TO BE 3000 PSI AFTER 28 DAYS. SAW CUT VERTICALLY 18" EACH SIDE OF DRAIN AND REPOURED TO FULL DEPTH OF CURB. C. DRAINAGE ACCESS THROUGH NEW CURBS SHALL BE PLACED A MINIMUM OF 2.0' 6. DRAIN BLOCKOUTS IN CURBS SHALL BE EXTENDED TO BACK OF SIDEWALK WITH 3" DIAMETER 5. DRAINAGE ACCESS THROUGH NEW CURBS SHALL BE PLACED A MIN. OF 2 FEET AND A MAXIMUM OF 3.0' FROM PROPERTY LINES. SCHEDULE 40 DWV (ABS OR PVC) PIPE AT 2% SLOPE. CONTRACTION JOINT TO BE PLACED AND MAX. OF 3 FEET FROM PROPERTY LINES (SEE NOTE 5 STD DETAIL NO. 126 OVER PIPE. 6. FOR SUBDIVISIONS AN "S" FOR SANITARY AND A "0" FOR STORM DRAIN SHALL 6. FOR SUBDIVISIONS AN "S" FOR SANITARY AND A "0" FOR STORM DRAIN SHALL BE STAMPED ON THE TOP OF THE CURB ABOVE THE LATERAL 7. CONCRETE SHALL HAVE A MEDIUM BROOM FINISH AND TROWELED ON ALL FOUR SIDES BE STAMPED ON THE TOP OF THE CURB ABOVE THE LATERAL CITY OFTIGARD APPROVED BY: NC SCALE APPROVED BY: NO SCALE APPROVED B'r NO SCALE CITY OF TIGARD CITY OF TIGARL� ' OREGON MICHAEL A. STONE, P.E. CONCRETEOREGON MICHAEL A. STONE, P.E. STANDARD # OREGON MICHAEL A. STONE, P.E. ENGINEERING DIVISION CITY ENGINEER DWG. NO. ENGINEERING DIVISION DWG. NO. ENGINEERING DIVISION D WG. NO. I PUBLIC WORKS DEPARTMENTCITY ENGINEERCITY ENGINEER PUBLIC WORKS DEPARTMENT PUBLIC WORKS DEPARTMENT CURB & GUTTER 13125 S.W.HALT.BLVD. __O 13125 S.W.HALL BLVD. t+ /''� *� 13125 S.W.HALL BLVD. TIGARD,aREGON 97223 JANUARY 2013 SIDEWALK L TIGARD,OREGON 97223 JANUARY 201 3 CURB 1 / TICARD OREGON 9 JANUARY 2013 26 am i- 7223 VOICE:(503)639.4171 VOICE:(503)639-4177 IMMOVOICE:(503)639-4171 PAX; (503)684-7297 APPROVAL DATE �`,:, ( ) FAX: (503)684-7297 �� PAX: 503 684-T297 APPROVAL OATS APPROVAL DATE STOP SIGN LOCATION (INSTALL 4" PVC SLEEVE UNTIL CROSSWALK EXISTING DRIVEWAY - 32' C^ 50%-65% PERMANENT SIGN INSTALLATION) � STRIPING MATCH WIDTH (34 GRADE _ _ V 1 OF BASE I -1 q �„� 16' 16' 8" DIAMETER PC/PT l \0.2" } R/W LINE (4' MIN I Ei 1 8' VARIES SEE NOTE 3 20" I �I+ + � + . r r � r r . r r'r i SIDEWALK If / TYP.T T 5' MIN. Z CURBSIDE 2% /I I _ 1 SEE �2% GROUND 45 \!/ �••L� U 3 TR S�=E 71'7, 5� 6' MIN 2% NOTE 3 SIDEWALK SNS Ac �=r B, ` i ,; ;�. 6„ f 2 s< II T �^ 1 = 0.9' d Op �I • .. . N��F 5' -1.4 S:\•• I � SEE P05T 6TRUN TILDEsSEE NOTE 2 A + SUPPORT DETAIL (24` , � 30MAX I I 1.6"-2.4" v� 6' -� - 1.6"-2.4" � � ' 11/Ilk >�- 6' � U U U C �Q CP 'Lf 10' M I N o ) O O O C c7 eN• EXPANSION '1<1O o v a ) © OO OO C Q.) JOINT (TYP) 0 1. MATERIALS: C D P LiJ `� ' O O @ c J �- PLAN O 2" X 2" X 63", 12 GA. GALV. PERFORATED STEEL � CC . w3 ¢ ;.. :- • PC/PT POST. rT1 0 Z CURB W J F-�-� -RAMP'MOIN VARIES ARMOR-TILE DETECTABLE • (I7.� • C " 11 - PROJECTED TOP R/w �( � 3 2 1/2" X 2 1/2" X 18", 12 GA. GALV. PERFORATED [ � WARNING SURFACE OR 3�4 OF PROJECTED 6" R��E�� GROUND O STEEL STIFFNER POST. ^ � J o RAMP TEXTURE EQUIVALENT . -__ r._._... _ o MAX f \``, i r,''� ` k" 2 1/4" X 2 1/4" X 36", 12 GA. GALV. PERFORATED Q J PATTERN DETAIL PLAN VIEW I �2� ' k r STEEL ANCHOR. N O Q ci o Li STREET I � '� ' a.• c . . , a.: ° . ,;,„.: . ><u� y .,..V.� p .; .---"C,' 3/8" X 3 1/2", GALVANIZED HEX HEAD BOLT WITH O ' I-- o :.i4 ,' • • e a .:, a f • .... b�� 404) 3/8" 0 LOCK WASHER, OR 5/16" CORNER BOLT. ao aO 4 .• 'I . . q L� 4' 4' - 6" +- 0,:),00200,,,,,c) qQ� � sd° � �q Q ,: � O 7/16" X 5", GALVANIZED CARRIAGE WITH FLAT AND O o + °G*v.; "' 0 I LOCK WASHER, 2 BOLTS PER RAIL PER POST. ..4 G\.? W I � IZ%---m..- '11.. 17,1.11 _� 12, 1-� I FLUSH 2" OF AGGREGATE • 0 2" X 8" CROSSRAILS WITH REFLECTORIZED RED AND ellCt o ..� I r- y,,,,,,e,. ",-� tq. . .t. ', SECTION A-A (3/4"-0") WHITE CROSS RAILS. I"" COMPACTED • ____ .:',6 {...:_ ".10,...., . ..7.. .iww,e,,.dr.,` ' ` :.A. �„ ` °7. O 2 o to . SEE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES to 4" P.C. CONCRETE I ,-0° 0 pc '7� c)� p FOR STREETS AND HIGHWAYS AND THE OREGON co 7 : � ' ' 0 0 'o Qo 1. CONCRETE COMPRESSIVE STRENGTH SHALL BE MINUMUM OF 3000 PSI AFTER 28 DAYS. SUPPLEMENT. 2" 3/4"-0" AGG. BASEROCK I- �" M � 1 . a 03 2. CURB JOINT SHALL BE TROWELED WITH A MIN 1/2" RADIUS ALONG BACK OF CURB. r O 3F-1 BARRICADES 6C-8 BARRICADE DESIGN o SECTION A-A 3. EXPANSION & CONTRACTION JOINTS SHALL BE 1/2" PREMOLDED ASPHALT IMPREGNATED 6C-9 BARRICADE APPLICATION o_ NOTES: MATERIAL OR EQUAL EXTENDING FROM SUBGRADE TO FINISH GRADE. POST SUPPORT DETAIL 1. CONCRETE SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 3000 P.S.I. IN 28 DAYS. 3. ALL MATERIALS AND WORKMANSHIP SHALL BE IN Q�1' h, WM 2. CONTRACTION JOINTS SHALL BE SCRIBED 3/4" DEEP AND RAMP PANELS SHALL BE EDGED 4. SEE STD DETAIL NO. 146 ACCORDANCE WITH THE CURRENT STATE OF OREGON W ON 4 SIDES. STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION HanmiGlobal Partner za P. 3. EXPANSION JOINTS SHALL BE 1/2" ASPHALT IMPREGNATED MATERIAL OR EQUAL. 4. SURFACE SHALL HAVE A MEDIUM BROOM FINISH WITH TROWLED EDGES ON ALL SIDES., 4. BARRICADE FOR SIDEWALK IS SIMILAR. 808 SIP 3rd Ave., Ste. 300 5. COLOR OF DOME AREA SHALL BE COLONIAL RED OR AS APPROVED BY ENGINEER. Portland, OR 97204 E 6. SEE STD DETAIL NO. 146 Phone. (503) 287-6825 in LN APPROVED BY: APPROVED BY: APPROVED BY: CITY OF TIGARD NO SCALE CITY OF TIGARD NO SCALE Fax: (503) 415-2304 LN CITY OF TIGARD NO SCALE 1 OREGON LORI FAHA, P.E. OREGON LORI FAHA, P.E. OREGON MICHAEL A. STONE, P.E. O www.otak.com ■ ENGINEERING aT, ENGINEER WHEELCHAIR RAMP DWG. NO. ENGINEERING DIVISION a,Y „� STANDARD DRIVEWAY DWG. NO. ENGINEERING DIVISION STREET DWG. NO. 1gQ�6 0180560500 B P PUBLIC WORKS DEPARTMENT 1 PUBLIC WORKS DEPARTMENT' PUBLIC WORKS DEPARTMENT CITY ENGINEER 73125 S.W.HALL BLVD. 1 /'�8 13125 S.W.HALL BLVD. 13125 S.W.HAIL BLVD. ` ' TIGARD,OREGON 97223 MARCH 2016 STANDARD CORNER L TIGARD,OREGON 97223 MARCH 2016 w/CURB-TIGHT SIDEWALK 1 42 TIGARD,OREGON 97223 JANUARY 2013 BARRICADE 92 Project No. Drawing Na. VOICE:(503)639-4171 ZENID VOICE:(503)639-4171 AND VOICE:(503)639-4171 N ', FAX: (503)684.7297 APPROVAL DATE FAX: (503)684-7297 APPROVAL DATE > .... - FAX: (503)684-7297 APPROVAL DATE . C5. 0 - (JD Sheet No. a ©Otak, Inc. 2016 XREF LIST Ltscale: 40 Resolved • T O C18056X001 o N 143 Z w D n to rn --Images-- m - so MUTCD 3B-30 0 ° o tm501 _ z M tm503 �� d �� --- !{� r , s• -;fol, .idle& to 9•m� r toy=nx<.«� . . z 71v ` A .Z6 0" 2CY 3 ��'' C � ✓? I p:its ,nae r fxiLal i' C....1...) - CD fly / X *' I".-2' �. �'tl 2 a, "_�°o-" Eskgm� 1 rtArswttaFlvacity111-141-1( / x r 1 f Q I i ._.1.......11.....7 »- 2-.1 1- - '""� Imo` .,,� "5; ---[- 8' hte: -..... rel-`'�I .... ' €� verses --+renes _ _1._ �R T L. �' 1 sI T 1 �_ _ til" wrGTN �� ' � ��um I �E g r Y ' :yr; ,, iii i ;`� m r- vaa,r c.) 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Y..,i --... i--- DAM.0 GUARD(riltRel TV's/0 1'WHITE BARS 1'WHITE TE BAR �t�I. „ 1'45(0'WHITE BAM Fix;attar i:ru 'Acn ie&its,eet� ,mot m Uri et Star: XREF LIST ,.DINT Ltscale: 40 DIMENSION POINT DIMENSION POINT Resolved 6 o 018056X001 0 cv --Images-- 1/8" BELOW SURFACE --1/2 w ro � m CurbTaper PLANTED AREA o U VARIES, SEE USE GRAY 2-COMPONENT u PLANTING PLAN EXPANSION JOINT POURED RUBBER JOINT SEALANT o FINISH GRADE SET 1/2" 4" CONCRETE SIDEWALK a; BELOW SIDEWALK FOR LIGHT BROOM FINISH, !, o LAWN AND 1" BELOW DIRECTION OF FINISH FOR SHRUB BEDS IS PERPENDICULAR TO - d 3 HMAC LEVEL 2, 1/2" HMAC DENSE PLACED IN TWO LIFTS TRAFFIC m 2% MAX. CROSS SLOPE - TYP. —FACE OF SLAB b Q / r8" OF 3/4" CRUSHED AGG. BASE COURSE • r 4 • ~ " cn ,.a,..,..�... ...., t a . a v v v ' A ,,. U ,s .• • . ` • • Q ,0 • .i ;1._. .i o a a a 4 a i'. . '. . GROOVE TROWEL o •0600014,45,11;;;I; O Oo 008 �' ' 8•cP• • . •�• `•. �• ,•p a �' o' �" ": :"� o .�y .... 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C5.2 J P-PVMTSECT l ON 1'-0" 5/16% 5/16' DISABLED SIGNAGE PER STATE REQUIREMENT TOP OF CURB TO MATCHr‘ t .063” ALUMINUM SIGN PLATE --.- 6" BACK OF SIDEWALK BLUE BACKGROUND 1" HIGH 10 ELEVATION PARKING WITH D.u.v. 1 6" WHITE LETTERS AND BORDER, DisaeEED PERM oN r - 6' MAX. 5' MIN. BAKED ENAMEL NAOLATORS SUBJECT TO Q 1' TOWING UNDER 6" z v ORS 811.820 AND FINE SCORE JOINT ¢ w ¢ 1UP To WO UNDER J • " u "' ORS 811.615 1/2" CONTRACTION JOINT - r N „ N�� ft. 1:12 �� N ! I �� n „o lII i o #4 REBAR LLJ1;12 �� i. u cn �V MAX. 777 ��I77 MAX. �V 1 -0" =I-- c0 o_ 1---- EL w £i��i�i� �jjj�� i.�4A4 EL ccnn " 1 1 VAN ACCESSIBLE SIGN r w N I .4 _IS4 l / cn 7 V (INSTALL SIGN ON STALL c� 1/2" CONTRACTION JOINT PROVIDE TACTILE A © 15 OC TAPERED CURB , WARNING PER A.D.A. ADJACENT TO 8' AISLE. z SECTION A—A *64411 ItN. , IL / CONCRETE TO BE ONE PER L07.) a ' 5, FLUSH WITH AC GALVANIZED o DISABLED SYMBOL STEEL POST 1�° WHEEL BLOCKS. NOTE: CONSTRUCT EXPANSION JOINT PER STATE 4" STRIPES A7 �6"�'+ '}' i� MIN ' 1 SEE DETAIL AT 45' OC, AT SIDEWALK RAMPS, AND REQUIREMENT 2'-0" OC TYP. l ; , " ASPHALT A 41%:"Iiip 1, AT SIDEWALK INTERSECTIONS. " I 30' TYP. Cf)r1 !cn 7" 3.5" 4— 4 REBAR, 18" LONG � �./ 1 LJ ` 1' z t2) PER WHEEL BLOCK. )Q U, NOTES: 1. ALL DISABLED STRIPING - "' 3" WIDE PAINT - +�BACK OF CURB AND SIGNAGE _ .or O COMPLY N " WITH ORDINANCE STRIPE TYPICAL 1 Z PLAN VIEW ORS 4 RDINA . 86' `" 1. CONCRETE SHALL BE 3000 PSI. FACE OF CURB 2. DOWEL INTO PAVEMENT WITH 24" #4 REBAR. W 2. DISABLED SIGN TO BE o�' Y 3. EPDXY BUMPER STOP IN PLACE. MOUNTED TO SIDE FOR Q — PAINT STRIPE VAN ACCESS LOCATIONS STREET4 .1 it I AND MAY BE CENTERED 67' 4i 9'-0"(TYPICAL) I i SEE PLANS FOR STANDARD DISABLED V I (6' TYPICAL) SPACES. 4 - 10" P4 (8' REQUIRED FOR FIRST AISLE PER LOT) EXPANSION JOINT FOR SIDEWALK 4 HANDICAP PARKING STRIPING 5 HANDICAP PARKING SYMBOLS s \ PRECAST CURB STOP /\ z N.T.S. —_..._.. C5.2 ,;! N.T.S. C5.2 N.T.S. C5.2 / N.T.S. P — ... --- 05.2 1 O \ P-HSTALL I \ P-HSTALL I N Lv U Ilz N Wo v z —SEE SITE PLAN W CI J —SEE SITE PLAN COSIDEWALK FOR SIDEWALK CONFIGURATION er Q CONFIGURATION N U' J 0 ' 4, SIN C:D CID I— Li_ L J i < � sia moi? F� GuAND 2 -�<,� W GtJ TTFR 1- ' '' 7. 1”0. ' C), 0 0 CURS TAPER 2 �n .4 =...a. CONCRETE •\i « a:.C— •^ ID o � CONCRETE ..-.p0'.'... CURB • °° �� CURB •. °%.:.::::::91::$::::;;4t..; '� :,' I o %v ..m "m• NOTE: I , a 00 ' ' RAMP CROSS-SLOPE SHALL FLUSH USE ADA APPROVED RAMP FLUSH NOT EXCEED 2% TEXTURE FINISH (TYP.) 0" EXPOSURE o a {0�� EXPOSURE) t Y 0 3' CURB RADIUS W �, USE ADA APPROVED la.iHanmiGlobal Partner e RAMP TEXTURE FINISH 808 SIR 3rd Ave., Ste. 300 C Portland, OR 97204 Phone: (503) 287-6825 �_� �' Fax: (503) 415-2304 CURB TRANSITION (6' - 0') a SIDEWALK RAMP TYPE A �r s SIDEWALK RAMP TYPE B 10 www.otak.com N N.T.S. \. C5.2 N.T.S. 05.2/ N.T.S. 05.2 •T4 18056 0180560502 N — \ \� / Project No. Drawing No. H 05. 2 ✓ CID Sheet No. a_ © Otak, Inc. 2016 XREF LIST Ltscale: 40 Resolved 018058X001 a tNi0 010 STD. MH / �- N 020 PRE MH B: LOCATE COVER r"G 5'' PROPERTY LU 3 �`0 1. ALL STORM AND SANITARY SERVICE W ' 030 PRE R MH LEDGE OF AT i_' 1. 17 LINE OR �, _ LATERALS SHALL BE MARKED ON THE 2 h 100 MH STP :; •r.:' LEAST 12' W ;-- EASEMENT UllUTY TOP FACE OF CURB AS FOLLOWS: 6 L 11 oSAMHFRM&C'`R "'"• M�DIFI 13'MIN. 8ET\4EEN III ." N • MANHOLE STEPS SEE •.j \ •STORM DRAIN LATERALS 'D" 0 KNOCKOUTS STD DRAWING �, 100 NOTES: �a .SANITARY SEWER LATERALS "S" Z gldIVIMIF � ' `, -►i" ALL PRE-CAST MANHOLE SECTIONS SHALL \ O 120 SD_MHL DINT DETAIL ....:.•;),.... s• � � .. 520 SIDE SEWE WILL VARY BY '•' - CONFORM TO THE REQUIREMENTS OF ASTM 2. LETTERS SHALL HAVE lZ" MAX WIDTH a; MANUFACTURER .' `'`:' '• 48" MINIMUM -�;' C-478 AND APPLICABLE PROVISIONS OF I AND A MAX HEIGHT OF 4" 590 TR BKFIL �� ``� 111.. STANDARD DRAWING NO. 010. ' O A "�++' `: - 3. LETTER SHALL BE CENTERED ON TOP FACE OF CURB. a�•y'. •.r. w SECURE 2X4 IN PLACE > v Q :•,i'.°��,� • . "'• � AGAINST PLUG w/ CURB STAMP DETAIL m � � I _ ` " _ -"" 5" MINIMUM BACKFILL TO PREVENT U DETAIL•A'1� ;. _ �9M00 M FINISH CHARM.10 ENCAP:3tMlED �` ---i"---.3. • �`1ItAi • PLUG BLOWOFF W 3 LL STANDARD FRAME AND COVER CR ______,„" MAXIMUM 27" FROM WAlER71GHT FRAME AND COVEF:SEt PIPE ►r 3/4 VERTICAL NOTCHY OF PIPE. GASKETi**;,....\ F- a TOP OF FIRST STEP STA DRAWING NO. 110, 120, Qt 130 ..._,." TO TOP OF CASTING /...."- ~' �; /1\51 o 8 mSET FRAM W NON-SNROM➢( r •' GROUT6"MIN. / ,� +:rNd7-910 Q1WTEIGHG - PROPERTY LINE OR f� • a s F HEIGHT: TOTAL f; �, . ' O UTILITY EASEMENT O NOTES S11 r CHANNEL to STORM 12" 2X4 LENGTH OF 2X4 Z y ` GRADE RINGS (2 #",OR 6"} '.•. .c ! +• '....:7:. • f MIN 12•SHELF N FIEI D PVC • .'. LOTS ,� LOTk AS SHOWN ON �f a 1. ALL PRE-CAST MANHOLE SECTIONS SHALL CONFORM TO i. '. PRaE *, TAAPPROVED SET OF THE REQUIREMENTS OF ASTM C-478. MAXIMUM 12" SET IN f 4.. ,_` z}.1•..:....:?...;.„.; r .>a'„-"„: ,r y: r• . ••.••. {%>NS7R1lGT S MIN PLANS MARKINGS TO ..-may NON-SHRINK GROUT *, ?. .4,:..:4,4**.,* .;= .u•t.Cz.,. ' �. CHANNEL 36" /5 030 AND MIN 2X4 1 43Y'Vs'< r +ri:�ri ?ar r' 1: "� a VkiltTf:,,,, y 12" SHELF IN FIELD N PLAN PACE STREET 2 SEE STD DRAWING 020 FOR POURED IN PLACE CONCRETE * nw.r.' v µs r : ._ {3 r „l,.y ," ;a " , MANHOLE BASE. " " -� �� '.' a '� s V•s. SANDED •BELL 1 /LFT SLOPE •t ' •`--� COLOR CODE SURFACE i, f� 'S w • '•,(GREEN-SANITARY) 3. ALL JOINTS AND RUBBER GASKETS SHALL CONFORM TO • STANDARD ECCENTRIC I7T11� • GROUND /�- (WHITE-STORM) 12" \Q `sCy� o ci 12" MINIMUM A GMAT '' • ISE •, i ¢- 9� Q \ COMPACTED BASE MATERIAL THE REQUIREMENTS OF ASTM C-443. !' ' • , 6" CONE ,4-1, : - � • • � �� O � x 4. ALL PIPE CONNECTIONS TO MANHOLE SHALL BE .cam ' WATERTIGHT. '., • 'a ' .' ' • M N • MANHOLE SECTION --+ J- •. NOTES: 1 C1- z t� t7 CV • . •. !(VARIABLE 1'-4') ..r 48` 40-•' • - 36• m W r- 0 5. PIPE CONNECTIONS OF 24" OR GREATER SHALL REQUIRE A �•.� a : 1. FOR NEW CONSTRUCTION AU. SIDE SEWER 48" MINIMUM -�•: _ • •. MANHOLE AND CHANNEL DETAIL o PVC SANDED BELL = 'a •' •. ' • AND SIDE STORM PIPELINE CONNECTIONS GROUND • < w' , Q [� cii :�• • • , • TO 8" AND 10" MAINS SHALL BE WITH SURFACE MAGNETIC-...- > ��• W 6. PIPE CONNECTIONS OF FOUR OR MORE MAINLINES SHALL ,' MANHOLE SEE --�-�+,^*-5" MINIMUM d" . i, ' ! FACTORY FABRICATED "TEE" FITTINGS TAPE y J,l� ='�`.0 - REQUIRE AMANHOLE CONNECTION AND CHANNEL DETAIL m . DID DRAWING NO. 100 " ''•' ' ' ' UNLESS OTHERWISE APPROVED. �i �� E ..i '•-5 MINIMUM >.' a: . • t 1/ x E0o1:-.0.. •z ' , T'• a MOI. x �+ W 7. PROVIDE A MINIMUM OF 8' OF INTACT UNDISTURBED M C:).4 °¢� nV-<'-,.:;;t;:;•:«; •; w\-•;a •e s:.,: ;zIt� N - MANHOLE WALL BETWEEN PIPE BREAKOUTS AS MEASURED „ SWATH FINISH CHANNEL ..V, _ � y\ 2.PIPE MATERIAL SHALL BE ONE OF THE ' • • h; '-.N. ` ,^# :vat: -%;.<:4^io�i-'`�-.e5.,- : ::ailj'"`, w" ' '' ,a PIPE MATERIAL .II-!II.I"'-''-Ill 0 ON THE INSIDE FACE OF THE MANHOLE. w ••" SEE DEUR. A TO 3l44 MIMIC&HEIGHT �� ,4 g .;,`s$s5 ;j: rs:: r ,.x<:_ fi A. PVC ASTM-D3034. ASTM-0900 ,0II CF MPS KOR-N-BAN K>:s ' ' sxi� ': ?��x �' g ; ' B. DUCTILE IRON CLASS-50 :II •1 ,� �• . , z l,, c a , v3 µ h`Y:?,... LABEL MAGNETIC TAPE WITH BLACK LETTERING STATING 8, BREAKOUT OF WALL FOR PIPE SHALL BE 2' MINIMUM AND ' m STARLESS /ilElMlIN. f, \ `�,-».., F <t<F ?," .:. ,:,, w,� .,, y\ t. (STORM ONLY) THE FOLLOWING: �I Z 4" MAXIMUM CLEAR OF PIPE WALL `• POSE \ � � '' � C. A-2000 PVC ASTM 949 +I-+m• t'' 6" MINIMUM OVERLAP. STEEL " D. PVC RIB MEETING ASTM D 1784 FOR SANITARY: "CAUTION SEWER BURIED BELOW.` LII • ' + ", LD` IvC 'i, +•i -_ E. CPP MEETING AASHTO M252 FOR STORM: "CAUTION STORM DRAIN BURIED BELOW." I Q 9. THIS DETAIL LIMITED TO MAXIMUM INTERIOR DROP OF 12" �.':• , :BACCATA FppSH CHANNEL TO PLACE 18" ABOVE TOP OF PIPE AND AGAINST 2X4. F- FOR SANITARY CONNECTION AND 48" FOR STORM 1'` " .. '.- CONNECTION. ' CONSTRUCT ;s;.';.: ' r r'e'4 ;•, CNANiE7.AWD %= 3/4 VERTICAL HEIGHT OF •_ I.11 o 10. WATERTIGHT/TAMPER PROOF MANHOLE FRAME AND +�� s 12"SFE.F FIELD `• '!•• :, ••.:: ' •'+`�'.•‘":;M:.� .4• MOI 12•SW IN F83D � $ _ e •'. WE '8" MINIMUM CONCRETE` . 1 II. COVER SHALL BE USED IN ALL EASEMENT AND OFF ' _ '• ; i2•MINIMUM -D` STREET AREAS. SEES DRAWING 130. x. ,,;{,^ J ;4: �>s?;s ;.� , z : sada., TDD �; ., : • 4. .$::: r 1Ast> ``: ;� ;`i° < :M,'€`,=v+;;x z ;..,.x s 't ,”:";,-,*!,...A4 C 1PAt`r7ED BASE ROCK .II c w 'ire :€'' Ni:>u-.:�::. ,,,: .;; Vii..^::•:r.,ai .:' ?.*: e ;fas , ,:: FLET �, .. ni I GAP/ 11. ALL JOINTS AND RUBBER GASKETS SHALLGONFORM TO THE 4k.0 <'k%ktr`v`; . .F:r,:."0::, -;y ,...�,'�"':: :s,., X11 PLUG '+ "tzSM'�c,',,`s.<y ,,: .?:,;'.:.F, `l..I r,.Z .�a.; .,#, ,. ,:; ,.. ..' a:.\-a,3..>>K .: �+ ,;.,.,;,, REQUIREMENTS - PIPE ,fo .. ,. , . ,.. .,\. .."3;k4. : :C:> ";.cr ,' a<:s'-..•. .: EQU TS OF ASTM C 443. . ?� , ,.. "'i' •:V :4 I.D. Eitua ':>ay • ;:Y ,%��.,. :..frh:r: a s ,. a�?� .. b , • . + :. i s i s \12'CO OF �'-0" ` ,t '`$ :'.. ,.. ... . '' ` A COMPACTED BASE ROCK FSS.• -•, .a ••� ,"- NOTES.` \ :- NON- G GROUT ' ., ! ' _ 4 ..:. 3/4'-O PIPE ZONE \.y; MINIMUM SLOPE FOR i. ALL MANHOLE SECTIONS SHALL CONFORM TO THE REQUIREMENTS OF ",, ; • ,< .- 6" PIPE - 0,010 MATERIAL AS SPECIFIED �� '� ' I'• t r t";M�', CHA TO ASTM C-478 AND APPLICABLE PROVISIONS OF STANDARD MANHOLE, KOR N--$�AL BOOT :t' .e,.i£fe✓4: ^ .> '% :h:,41,4`'; w r.s>v ate' CHANNEL TO .::::,..,...:;•,•'.-$, v -I I 4" PIPE 0.020 g�;>:rss,•< s; ;. ,:c�<:�cl�.,„FA . staJ;,h. `�. DRAWING N0. 010. � 3=,` 12" MINIMUM OF 44"-0" COMPACTED �� s.�' ,` fr�`:p*`" �£fl �, `j. T OF 2.ALL POURED IN PLACE CONCRETE SHALL HAVE A 28 DAY STRENGTH BASE MATERIAL `- " s y u�aaA�" PPE OF 3000 PSI AND A SLUMP OF 2" TO 4". ELEVATION STANDARD MANHOLE MANHOLE BASE MANHOLE CONNECTIONS SIDE SEWER / SIDE STORM /�-r� ' REVISED 12-16 CleanWater Services CleanV'W r � c REVISED 12-16 SetV�es PIPELINE REVISED 12-16 aeanWater Services DRAWING NO. 010 DRAWING NO. 020 REVISED 11-16 DRAWING NO. 030 DRAWING NO. 520 CLASS "B� CL::_:, "A" ii!::24 SURFACE RESTORATIONi - i 1 i, AS SPECIFIED 1" FLAT FACE LETTERING MOUND EXCESS NATIVE MATERIAL PRE CAST ' CONICAI. (RECESSED FLUSH) SEE SID DRAWING 600 OVER TRENCH TO ALLOW FOR illivi eon(2) SNIT T-CUT ASPHALT SETTLEMENT 1-1/4" DOVER ONLY DETAIL O -�I" m w ..ti.: I �, - ---10-JO, 1 t A �:. �`h 'ray:: 8 ......:::::.:: 1111®i T 1/2" PICKHOLE o434444+ �4,L,` F -' '� :. �� :: i=ii I l�I�HEM: N _ _ "'=III- I��l lI �O allyl �j♦ Q �Al1!�4' ® #1 p... k -,.; 3:'....4 _ _ '- �A! ■ r � • ill II II�III ��•• MATERIALS: 4 fk. +Ifk /1. 2L00l4 ;l i t-li l i_I I l-til=i 1 I III , �1 I S . -III-I I-III-I I / ,. /,11.0 12 NATIVE TOP SOIL &'SA � 1 � �� _ _ �= � IF TOP SOIL EXISTED -_ i ' 3 � ' I. ® III' l II I 95%COMPACTION • �09: COMPACTION I PRIOR TO EXCAVATION. �rr� PLASM 1 1/2"PK3GIOLE �,. C+ a•:, O O / _ w 10-3/4" ► ,,*Yj�'j : •.•4II Q Cts ® 1 i- 7,_,,,11 I[II I El I I WITHIN 36' OF 7'Z/9/OR/COMP/ACTION ,/' / l_ MUST CONFORM WITH ASTM '� * .. t:::� • _ SURFACE I 12" i C-478. STEEL REINFORCING *:••:* 1 rtf44 I fl ( / /ill-� _ UNDISTURBED • ' € / tt V*X EARTH BAR MINIMUM 1 j2 GRADE 60. ��'��.r o i•.r1 ® I © '';°K Z_ =11 soy COMPACTION NAnvE /`II -Z (/") . , MEETING REQUIREMENTS OF O I1►1►!I UNDISTURBED _ �j /MATERIAL �__II J e ASTM A-615 ENCAPSULATED �'9A�`!A. !=�'��GQ �-. `� ® EARTH -�_ `'• BEsuRFnce F I I Z WITH INJECTION MOLDED ( $T�Q TE �' SNS TO S�� (16) 3/4" ,� " r v COPOLYMER POLYPROPYLENE FOR MI. SOLES Wim COVER TOP w o AS SHOWN ` ' / / j � O H pl COPOLYMER POLYPROPYLENE PLASTIC WITH SERRATED SURFACES. PUSUC ff WAT �, /j w W COVER TOP COVER BACK DEPTH 3/4' - 0 CRUSHED / / '// pI W CI W y lit GRADE SO REINFORCEMENT //� ! - 24-3/4" 1 i • ROCK M /' j . /_I n/ g +vz(zEzz.....yzezdydzu-77,, .- , , . ._- 1 4 4 w ,� if a CeCRUSHED • 1 P4 Q -�' NOTES 27' CO Z ROCK PIPE ZONE ' 1/2 PIPE W O.D. PLUS 6` o, / 1. ALL STEPS SHALL CONFORM TO �I.. 25" -11 D F- �. 3e E.4 c5 F-5-3 4=-� THE REQUIREMENTS OF ASTM A N 24 3/4" 011 �; i C-478. i=1 `< I-111-1 upu 2. MANHOLE STEPS MUST BE 3" 7" 1/4• 7/e' 3/4"-0 II 11 . f}z�\ ` I1 „, I(_ CID ~ L o TIGHT AND FIRMLY EMBEDDED. 1� k 4G ` ' -4*. y.:. ` rA > t. , _ PIPE BEDDING 1 1 � "4 <� \ 111=111 e 3. ALL STEPS WITHIN A MANHOLE 3' II-III N5VW-i1 l�lll_ 0 � i f ♦ • ; 3' , ;'7�� '� ,�•*X `h� �`a�. R \J 3,'+. 9 � ..�� 'ti„3 a.`'c (IIIIf�f- LL,. o ' �'.' SHALL BE OF THE SAME / ITS I- ' =I 1`.I 1=111: II=i 1-I I _ l4 F� DESIGN, TYPE, AND SIZE. -111 ±=17----ii Eli-Ell-4=i I El 1 E 1 I 11 -i 1 r Cr 12" ( _ 23" '�11 11 1 11=1 I I I I- TI ll 1ITL-Al Ill-ATI-I f I- . I I 6' 94. �I r jfl -rii =1 I I ' 0 Q (MIXING OF UNMATCHED STEPS2 7/e' I TI TRENCH STABILIZATION: C� a ' 24-1/2" IF REQUIRED, TRENCH STABILIZATION ' : °: IS NOT PERMITTED). 1/2 PIPE O.D. PLUS 4" MIN. FOR PIPE SMALLER THAN 18' SHALL BE SPECIFIED SEPARATELY › ;` 1- p : •`.' .• 31" T 1 1/2 PIPE O.D. PLUS 6" MIN. FOR PIPE 18" AND LARGER o.AND PLACED PRIOR TO PLACEMENT `,J V/ 1 , 11111111101 4. STEPS ADJUSTED OR ADDED OF BEDDING MATERIAL SHALL BE EPDXIED IN HOLES • ' " MAT ARE FREE OF MOISTURE SECTION VIEW • 22 lir 010. _ AND DEBRIS. (EPDXY TO MEET NOTE: ' ' ' 1. ALL COMPACTION REQUIREMENTS PER AASHTO T-99 AND ODOT/APWA SPEC 00405. ----�• ASTM 0881). NOtES: SECTION VIEW 2.THE TRENCH WIDTH AT THE SURFACE OF THE GROUND SHALL BE KEPT TO A MINIMUM NECESSARY TO �] 4 23 1. SUBURBAN TYPE FOR USE IN TRAFFIC AREAS OF LOCAL AND NEIGHBORHOOD STREETS. INSTALL THE PIPE IN A SAFE MANNER. 0 Q oao - 2. STANDARD TYPE FOR USE IN TRAFFIC AREAS OF COLLECTOR AND ARTERIAL STREETS. 3.THE MINIMUM TRENCH WIDTH IN THE PIPE ZONE SHALL PROVIDE A CLEAR WORKING SPACE OF SIX j 3. COVER AND FRAME SHALL BE GRAY CAST IRON ASTM A-48 CLASS 30. INCHES OUTSIDE THE MAXIMUM OUTSIDE DIAMETER OF THE PIPE BEING INSTALLED. +,�.3 FOR p 4. COVER AND FRAME TO BE MACHINED TO A TRUE BEARING ALL AROUND. 4.IN ALL CASES, TRENCHES SHALL BE OF SUFFICIENT WIDTH TO ALLOW FOR SHORING. PROPER JOINING E M ` °: a> S OF PIPE, AND BACKFIWNG OF MATERIAL ALONG THE SIDES OF THE PIPE. H *11.3.' STEP 5. 1 1/2" PICKHOLE IN LID FOR LIFTING HOOK. -_; .,;',_<.: ,._:: .k> aN 5. USE STANDARD FRAMES IN R!(;IaT-AF-WAY SEE DETAIL #110 FOR MANHOLE FRAME SPECIFICATIONS. � I - SUBURBAN AND STANDARD =��"t�x� ��y:v `�� Y TRENCH BACKFILL pw,i HanmiGlobal Partner cl MANHOLE STEP Cleaner MANHOLE FRAME AND COVER C�anV STORM WATER MANHOLE LID Servi DETAILS Clean Services 808 ST 3rd Ave., Ste. 300 REVISED 12-16 DRAWING NO. 110 SANITARY REVISED 02-17REVISED 12-06REVISED 12-16 Cl) Portland, OR 97204 DRAWING NO. 100 DRAWING NO. 120F�1 DRAWING590 -I Phone: (503) 287-6825 N Fax: (503) 415-2304 vvww,otak.com 1 E.N. 18056 C18056C502 NW Project No. Drawing No. C5. 3 Sheet No. 0 Otak, Inc. 20.16 XREF LIST Ltscale: 40 Resolved 018056X001 0 0 3210 CG M2 REIN* }r. 12" TOPSOIL OUTFALL WIDTH L(FT) 0(FT) ODOT z "� ANTI-SIPHON V� CONFIGURATION DETAIL INSTALLATION DETAIL FINISH GRADE CLASS �' -� 380 AREA DRAIo' I FT (EXTEND ABOVE HOOD i i o 0 t DETAIL A ' 1 - '�°`° LL1 P1 7 8 1.5 50 - 0 500 STD CL MN. 3' 11J MAX. 24'7 € 0_ 510 COFRM&CV° w-SNOUTS AND T�FOR CATCH _,? > z c M PIPE ADAPTERN. Haul) BASINS AND WATER QUALITY �� 1-='ice, , .// C7 250 WQ MH A STRUCTURES SHALL BE AS TEE ,�, -i I I- : I,.L / 0 P2 12.5 10 3.3 100 ( tu 300 CG-2 MANUFACTURED BY: HOLE mew - MUSS BOLT las"` i. .: . j, . r v N a ❑ ACCESS PART (NAI !END OUT) SUBGRADE F t`V'• N v 320 CB CG2 BEST MANAGEMENT PRODUCTS. NC. WATERTIGHT EXPANSION CONE , ` `'t, 0- 53 MT: ARCHER RD. LYIE. CT oa'm •,r 10• aPEHNG °'` :"&: POND BOTTOM 0 LI- Q INLE7�PIPE L .e FAX TOLL (500) 504-13005. Baur _. AND CONNECTION DETAIL 8 c)1 s=o% (�I�a�.) 354-7'555 _ all! y ' PER PLAN. AS FOAM GASKET w _ -' ‘-..)----<;••••,..,k,;'-'''.: BICC S11E: WWW.BIIPWC.COM DEBRIS APPROVED �^- - E I-- - f- ,�-�`°. ..." `' C OR PRE-APPROVED EQUAL STOP FLOW PSA BACKING ;•I .,,• ? ; ?---., -5.,'‘-,---e::..--"\--4,-,-:',\-,.. 1 I i s) 3 L+- Ra 4wrrrr�ID f TID LENGTH) I j r z t_ . Q CO �i /fFt� i -x:,11 _ , � �� o 0 __ELEVATION MOUNTING I FLANGE t ' OUTLET NYERT ELEVATION 4 4/ �A MIN 0.20 n•ABOIE15• L (HIDDEN) (MIRAFI FW404�OR -t L 1.- Z 6 03 MOUNTING FLANGE APPROVED EQUAL) SECTION '4: DEBRISON FLOAT FRONT VIEW SIDE VIEW • SURFACE CANNOT a•...=•a h: Ear PIPE • SNOUT OIL-WATER-DEBRIS SEPARATOR f 1' MI ( r> • }- ' \. or_ 8a• MIN MAX -0-I L.% SUMP �k ,..` . (.--I. i ``�✓....; ti, I �\_J`Irl-:..f'k �+ ,LL.,•'' ? �./l}j I I O S� N 35" MIN " N\e►Y�t 1; :i 1.. C�\ �9i �C> �. 4. 60" MAX .,"`i0.w..1(::••'\} !'i. " ',f; ;t ,, , `",$.,�„:L.�,'•-•'lt; C�/4"W Z .� " 1. ALL HOODS AND TRAPS FOR CATCH BASINS AND WATER QUALITY STRUCTURES �.�, .L j' . ;. r7 SHALL BE AS MANUFACTURED BY BEST MANAGEMENT PRODUCTS INC. OR • ANCHOR WI t r .7 ' �, '• O Ltf O ' \ ••• MANHOLE STEP7 PRE-APPROVED EQUAL BOLT °:. .: s{f � ` Z CSI to = N SEE DETAIL plop /SEE DETAIL Al • w U ,- r.a • 2. ALL HOODS SHALL BE CONSTRUCTED OF A GLASS REINFORCED RESIN WATERTIGHT ` • '�; ,, O INLET PIPEt RIP RAP` ' O q' • eij COMPOSITE WITH ISO GEL COAT EXTERIOR FINISH WITH A MINIMUM 0.125" SEAL SEE C '� '' �w ' w Z' Q t �. .. LAMINATE THICKNESS. DETAIL 030 ,.X A (16) i/2" HOLES EVENLY '` f s f ' ` ` �~ `�f w 3. ALL HOODS MALL BE EQUIPPED WITH A WATERTIGHT ACCESS PORT, A 2$ 2 C ST IRON ` >t� < Zit c\ ti 1 � L f ! t SPACED AT BASE COURSE 1 << ri,..� t M -:1 �� x MOUNTING FLANGE, AND AN ANTI-SIPHON VENT AS DRAWN. (SEE OR WELDED GRATE e ) -:.-,,--,w-'� `t .•n :i :. •va. W CONFIGURATION DETAIL) r,. 1 MIN, ABOVE INVERT ELEV. OF C `.) ; ,,/ *-,c, 'I GASKET HINGED TRAP OUTLET ry, y < , , 4. THE SIZE AND POSITION OF THE HOOD SHALL BE DE.IEttMMNED BY OUTLET PIPE rn'� � PIPE.) " � ' NOTES: SIZE AS PER MANUFACTURER'S RECOMMENDATION. BETWEEN /HOOD civ[r- PLAN AND STRUCTURE D' D ° l;�D�1'p1tp la�o'D`�ID ID�UDIIUD:1.._•16._,,,,.., Pd dOdPd OdOa`Oc`Od O� ... t. ALL MANHOLE SECTIONS SHALL CONFORM TO THE SUMP 5. THE BOTTOM of THE HOOD SHALL EXTEND DOWNWARD A DISTANCE OF 18' / �O•'"'roq, *Uragggre'"oq. o°.°.wV o o 0 3D8308aD8aDg'Pa CID 8Oagtigl ciDg 0ga RIPRAP NOTEStP�R CWS SHEET 770 SUMP VOLUME AVAILABLE PER DEPTH OF 1 DETAIL B� �ao0a`Oo` B'o0ao0a veOaoDaoOD«DD°OaoORoaaAD°i, : o .-adododcatod•od•"d�odod4 REQUIREMENTS OF ASTM C-478 AND APPLICABLE FROM I.E. OUT. Vcq"p°".6'eGt.' 1,1 o°.cq'eg •41 o° O Z 40ft 110.•,..slo i°al' prim.- t PROVISIONS OF STD. MANHOLE DRAWING NO. 010. 36" MINIMUM 60" MAXIMUM CAULK PIP 11`1 O HUBS'°° I I t--i. L -1 L 60' M.H. 8.9 CF 98.1 CF 6. THE ANTI-SIPHON VENT SHALL EXTEND ABOVE HOOD BY MINIMUM OF 3" ANDTT . �i '� 1111=1111��I�11=11r • 2.INLET AND OUTLET PIPE NOT TO EXCEED 18"DIA. A MAXIMUM OF 24" ACCORDING TO STRUCTURE CONFIGURATION. I_`-11.- -I' RIPRAP: 72" MR= 84.8 CF 141.3 CF R13 MT: ARCHER RD. cn 6"LE . ROCK FOR RIPRAP SHALL BE ANGULAR IN SHAPE. 3.PROVIDE SPECIAL DETAIL FOR SNOUT 18' DIA. 84" M.H.= 115.4 CF 192.4 CF 7. THE SURFACE THE STRUCTURE WHERE THE HOOD IS MOUNTED SHALL BE a FREE: (504 504 eOO6{5115) _CT 063'71 55 p .I . THICKNESS OF A SINGLE ROCK SHALL NOT BE LESS THAN ONE-THIRD ITS LENGTH. FINISHED SMOOTH AND FREE OF LOOSE MATERIAL ¢ 11.. 10 GA. STEEL ALL WELDED • ROUNDED ROCK WILL NOT BE ACCEPTED UNLESS APPROVED BY THE DISTRICT. PROVIDE SPECIAL DETAIL FOR VOLUME ME9 SITE: C.COM 4.THE SIZE AND POSITION OF THE HOOD SHALL BE Lo I CONSTRUCTION. ASPHALT REQUIREMENTS EXCEEDING 192.4 CF �. DETERMINED BY THE OUTLET PIPE SIZE AS PER B. THE HOOD SHALL BE SECURELY ATTACHED TO STRUCTURE WALL WITH � a II- RIPRAP INSTALLATION: MANUFACTURER'S RECOMMENDATIONS. STAINLESS STEEL BOLTS AND OIL-RESISTANT GASKET AS SUPPUED BY o =11. EMULSION COATED INSIDE • EXCAVATE BELOW FINISH GRADE TO DEPTH & DIMENSIONS SHOWN ON APPROVED PLANS. SUMP VOLUME REQUIREMENTS MANUFACTURER. (SEE INSTALLATION DETAIL) N III' AND OUT. (24" SQUARE OR 5.ANCHORING HARDWARE FOR THE HOOD SHALL BE EMBEDDED 20 CF/1.0 CFS OF INFLOW \\ �� INSTALL WOVEN GEOTEXT1LE FABRIC PER MANUFACTURER'S RECOMMENDATIONS. INTO CONCRETE; ANCHORING INTO GROUT IS NOT AUTHORIZED. 58.9 CF MINIMUM REQUIRED 9. ANCHOR BOLTS SHALL BE INSTALLED INTO THE CONCRETE OF THE (NS7AlLATRON VOTE. 11 ROUND.) • PLACE RIP RAP TO FINISH GRADE. STRUCTURE'S WALL (NOT WITHIN GROUT) :I INVERT ji =11. 6.THE SURFACE OF THE STRUCTURE WHERE THE HOOD IS POSITION HOOD SUCH THAT BOTTOM 11'- MOUNTED SHALL BE FINISHED SMOOTH AND FREE OF LOOSE 10. INSTALLATION INSTRUCTIONS SHALL BE FURNISHED WITH MANUFACTURER FLANGE IS 18. BELOW THE PIPE f ELEVATION 1, �I MATERIAL SUPPUED INSTALLATION KIT. INVERT. L I • GRADE RIPRAP SHALL BE THE CLASS AND SIZE OF ROCK ACCORDING TO THE FOLLOWING: KIT SHALL INCLUDE: SLOPE AND I.E. VARIES CLASS CLASS CLASS CLASS CLASS 7.INSTALL PER MANUFACTURER'S INSTRUCTION AND A. INSTALLATION INSTRUCTIONS 50 100 200 700 2000 USING MANUFACTURER'S INSTALLATION KIT. B. PVC ANTI-SIPHON VENT PIPE AND ADAPTER SEE PLANS PERCENT C. OIL-RESISTANT CRUSHED CELL FOAM GASKET WITH PSA BACKING D. 3/8" STAINLESS STEEL BOLTS NOTE: wEIGiTj1F ROCK (ILP. (BY WEIGHT) E. ANCHOR SHIELDS 1) MIN. 2'-0" COVER ON ALL PIPE IN DRIVE AREAS. 50-30 100-60 4 1L0 (�0-500 2000-1400 0 30-15 60-25 140-80 500-200 1400-700 30 WATER QUALITY WATER QUALITY 2) LYNCH TYPE CATCH BASIN OR EQUAL 15-2 25-2 80-8 200-20 700-40 40 2-0 2-0 8-0 20-0 40-0 10 MANHOLE (SNOUT) A C nWf x Savic es MANHOLE (SNOUT) B W r Sr. TRAPPED CATCH BASIN I TYPICAL INLET RIP-RAP PAD DETAIL 2 DRAWING NO. 250 REVISED 12-16 DRAWING NO. 260 REVISED 12-16 N.T•S. SCALE SD-DBI ' C5.4 C5.4 ,, Cn A A B 3J4' B 0 M I 5 NOTES: 1. BAFFLE WALL SHALL HAVE#4 BAR AT 12"SPACING EACH WAY. * n 1 ©� Removable2. PRECAST BAFFLE SHALL BE KEYED AND GROUTED IN PLACE. A STANDARD CAST IRON CONCRETE COLLAR 0 0 0 Z Watertight JOINT BETWEEN CONCRETE BAFFLE AND MANHOLE WALL SHALL BE WATERTIGHT. Coupling -VA"... ridge Tel 3. UPPER FLOW ORIFICE SHALL BE ALUMINUM,ALUMINIZED STEEL OR GALVANIZED %_1 FRAME AND COVER Q❑P V ❑ r r Grated STEEL.GALVANIZED STEEL SHALL HAVE TREATMENT 1. W DRAWING NO. 510 STANDARD MANHOLE Z 4, FRAME AND LADDER OR STEPS ARE TO BE OFFSET SO THAT:SHEAR GATE IS VISIBLE FROM THE TOP; GRADE RING ❑ ❑ S ❑ a a O 0 Herrtriotes'plate tnth CLIMB-GOWN SPADE IS CLEAR OF RISER AND GATE;FRAME IS CLEAR OF CURB. (NON-TRAFFIC APPLICATIONS) ❑❑s a ❑ O , oe s i C �'. ...� 5. MULTI-ORIFICE ELBOWS SHALL BE PREINSTALLED TO INSURE LADDER CLEARANCE. r' ❑Q N t = N� •�� may... 6. RESTRICTOR PLATE WITH ORIFICE AS SPECIFIED IN THE CONTRACT.OPENING IS TO BE �d "a foil, �_ CUT ROUND AND SMOOTH.NEOPRENE GASKET SHALL BE INSTALLED BETWEEN THE cl t 3/4" •7_L•��! = U : __ Q Q �� S ORIFICE PLATE AND CONCRETE BAFFLE TO PROVIDE A WATERTIGHT SEAL. . :-_._s3-_ 4" MIN. ,W/' 7. SHEAR GATE SHALL BE MADE OF ALUMINUM ALLOY IN ACCRDANCE WITH ASTM B 26M AND ASTM B 275, FINISH GRADE IN __ R ' DESIGNATION Zg32A OR CAST IRON IN ACCORDANCE WITHASTM A 48,CLASS 30B.LIFT HANDLE MAY BE SOLID (ASPHALT. CONCTRETE,OR OTHER) 1"' `` 11" '` `' i��1�' ROD OR HOLIOW TUBING WITH ADJUSTABLE HOOK AS REQUIRED.NEOPRENE RUBBER GASKET RERQUIRED �4 "11.=1111�� ::� -,.�I=11- WATERTIGHT PIPE PLUG BETWEEN RISER MOUNTING FLANGE AND GATE FLANGE.MATING SURFACES OF UD AND BpDY SHALL BE Imo 1--I1-X1111! Ic-11. . WITH STOPS OR --B 7 MACHINED FOR PROPER FIT.FLANGE MOUNTING BOLTS SHALL BE_"DIAMETER STAINLESS STEEL. f , WATERTIGHT THREADED I _ 1 1e� Z 8. SHEAR GATE MAXIMUM OPENING SHALL BE CONTROLLED BY LIMITED HINGE MOVEMENT,STOP TAB U1 10411=111. t;`£K- .,:a;,,; 1I,-11• CAP AS APPROVED BY t IIII OR SOME OTHER DEVISE. �I II-11-rk . .t. II. - a G,= LOCAL JURISDICTION. I 9, ALTERNATE SHEAR GATES DESIGNS ARE ACCEPTABLE,IF MATERIAL SPECIFICATIONS ARE MET AND FLANGE Z =11=11:f z .`:.'11.11 L I BOLT PATTERN MATCHES. �„ 11. 110'':i4." • �'� 10. MANHOLE CERTIFICATION REQUIRED FOR TRAFFIC LOADING. .11 . 2" MIN. CLEARANCE t', • ` II R PROVIDE 3/4"-0 FOR r SECTION B-Brnj 0 rwLim It - -i�i�(t: z`. �` 1.9 - • :`•. A MINIMUM OF 6" -1 i eae dii..... w ?.afV':`�Ie� NOTE: d• 4 fie- ' : r 3. AROUND n AROUND CLEANOUT GROUT INTERNAL PARTITION AND SEAL ALL CONNECTIONS!PENETRATIONS TO PREVENT LEAKAGE OF STORM WATER 1' MIN. ��. �} Is to nek'Stainless o O V OVERLAP [LJl 6" Steel plate (WATER TIGHT SEAL)OUT OF NON-APPROVED LOCATIONS. Emm4CE U MIN. (f) ` LL t o PROVIDE 1 2"GAP MAX. =11` ` -� - 15" ♦+ A•) e. ess L j z BETWEEN CLEANOUT PIPE 1=..1144, ; " '_ ..-• AND GROUT COLLAR. - : -4'-'0''..\,..i....„;,! if, ""I tf.Steba t Expansion ie► _ SECTION A-A :1111*ti ..�: itI l W 11:11:1LP1'` x .� 'z`-IIJI:-• I C �! Cr _=1I=[1-- x''',1",-,-,',': .111. .. \11111.11. % OW=•�)) �' „�• M+1 < U ,: f/ ti J WEST BASIN FAST BASIN 1- 11 .11 11 1 'F�: 11r=11- "`� F.L OUT r� / '::< 'tet . Tri emir ,�, F.L (IN) 167.87 169.06 C/ =11=�[['-'11=11`=11=11,=1111: :I!�q� <a� ;_�` � ,� II�'-If ..t.. Ar�E ) 167.67 168,82 V l 1-- 0 All#11=111111=11.=11=1!_• :� : 11�11� `° ;z~;;at�.•. ......,-,7, :-9t,->.�,, ��.: �` .� :; �',-��`,,,�?�• `11.11• NOTES < � .,y .�..;. • • OUTLET PIPE DIAMETER (IN.) 12 12 � {� s D co %F fi}" q ;'4 v `i : ay „.,.--Sheer Gete ✓I a 1�» �.. `' cM1r 11-'11 i. ' r. F: ,: TTI CE C I9EVA N NUMBER OF ORIFICE 2 1 /.,4 ; Z:144- .;,,..,•' ''-Y 1. Y4" ALLEN HEAD BOLTS �! LLL p ` A 8S WHEN SPECIFIED)rti ORIFICE A ELEVATION 165.18 166.82 O -II 1" LONG RECESSED. -. RIFICE B ELENA N CT TIL 2. ALL PERMANENT CLEANOUTS N ' • , * ✓- SpEp DIAMETER OF ORIFICE A {IN,) 2.3 I 1.0 I F 11■-11=1 TO HAVE BOLT DOWN COVERS. I �� MLEsJoU�IPE ORIFICE 8 ELEVATION 169.75 I - 1111 ,.911=II 3. MATERIAL SHALL BE GRAY 0 SEE PIM ND PROFILES ORIFICE B ELBOW DIAMETER (IN). 6 I - O '^ 1-11�- CAST-IRON, ASTM A-413, ��'��444 `° : f EL IN FL OUT O '4,,...1V,9 4. ° ' • •' • , fi. II� GLASS 30. �� I IrI DIAMETER OF ORIFICE B (IN) ( 4.8 I _ .4• - � ; .: = al* '� C C ELEVATION :iec:•:.} . r4 A.. ;yta` `:.- r • -1. _ NOTCH E AIm TI issg 5 NCRENCASED " �, ortIFICE A ELEVATION WIDTH OF NOTCH C (Ff.) - - a CONCRETE ETE NOTCH D ELEVATION I I - g !-f n BOTTOM OF WYE A. o t�� RESTRICTOR PLATE ORIFICE'A4: ~r -12'M ErER HOLE OVERFLOW ELEVATION I 170.70 I 174.06 co 3/4"-D FOR PLASTID PIPE 3/4"-0 '�//ll///l/ / / /�� '" 1.1 ( TABLE MD oETAI WALL RIM ELEVATION ( 175.98 I 176.78 .� __ . i / /11// // �T :` `::.`; BAFFLE WAtl THICKNESS(IN.) I 6 I 6 I 0 Q »»� 2 NOTE: CRETE ENCASE ENTIRE WYE SECTION AND 45' BEND IF CONCRETE PIPE. DETAIL 0Il• ..,.._,..161111Y 1 ii:Aks, >I�� 4 Y«««<:«<.:.:... .....e' 2. STAND PIPE TO BE SAME SIZE AS MAINLINE UP TO AND INCLUDING 8" PIPE. `!!�Calklt{A.88QRbl0�>i>eliB. s:.a MAINLINE GREATER THAN 8" SHALL HAVE A 8" STANDPIPE. .* Nis ,.. AUILISTABLE LOCK Ok •...<.', „ r. ,�"Ieek. WITH LOCK ♦ �;>:::«;`;r:p>,:<:.:::::::;>;::>::;:t:.. J C/) UFT HANDLE SCREW \r 2$-2 f'V Ss:2>:r.<ss:aa::<:>�:::".::x:`::,!: :7 2 ��'��«/ ATTACHMENT 1'ROD OR TUBING 0)! Ww N CLEANOUT FRAME � . -/ 0 P i HanmiGlobal Partner STANDARD CLEANOUT CleanWater\ serv>ces o "'°�"� �' B>� C elinVV Slew s AND CO VER NM NMa or as 808 SR 3rd Ave., Ste. 300 DRAWING NO. 500 REVISED 01-13 DRAWING NO. 510 REVISED 12-16 ASI hill HT MON >OgITaL Portland, OR 97204 Phone: (503) 287-6825 fg Fax: (503) 415-2304 i TrwT+r.otak.com 18056 0180560504 0 w Project No. Drawing No. CV F...I C5 4 ... ..,:i rn Sheet No. 0 • a. 0 Otak, Inc. 2016 XREF LIST Ltscale: 40 Ex_andon Joint B -"'•! SEE STANDARD SEVEN NO. 3 BARS Resolved I g 32a FOR F Expansion Joint Ote NO. 5 IVA NO. 3 ARECC AT 5" 0.Q 1~ BAR BARS 7 / ,4— � A AND COVER A �' C16326X003 *.,., . a a ♦a p N 310 CG-2 REIN A . q.: A �' , vI . r . d�, l ¢ ° • - •°' ►� •.I. • ° "•� : .- 380 AREA DRAT! 'I►. �„� . /. • d � • • ' . . I• _ �.• . 1 - a w mIn 300 CG-2 : Illi i•-, :d Q.' / . • 320 CB CG2 f I �• 4 . .- 4 . ,•.. G rpm. °_ • •4. a "_ v• \ °. • D A IIU1 ., a. a d aea ' 11 (1 1I 11 11 II 11 1111 11 11 11 11 11 1111 (111 Jill ' SFMH48–DTL 6 1 a t �/ o . 11 a... a IMBED Z SFMH96–DTL I_ II �1► �• 4 d ° .:: _ n a °a, e p . .4 [I 1 1 I a " - Q : : • 4 4 ♦ II II II IIII II II II II II IIII II IIII II II II II II 0. , : � � --Images-- a., ,. . • • • ;a. 11 83_St-_48inMl- SEE STD. DRAWING NO. a" ' b. • o I I I( I I I I A (I (I I( I I (� I( I I I I (I I I I I I I I I I( I . o B4_St-_96inMHt 320 FOR FRAME AND L_ ' : • . • • �1 Ta er •• CO1 C1 GRATE PLAN VIEW 1 2 • 2 I l l l I I I I I I I I I I I I I I I I, d. Chann- Inlet! a P C H .,, -�`, B --us • d '' 111111111111 1111 NI1111IIII 4. c.) �---B PLAN VIEW — STANDARD CURB AND GUTTER LLi PLAN a • ! •e • PRl'IJE,CTED A SEE STD DRAWING NO. 320 c • ' � RECESSED CURB INLETS TO BE FOR FRAME AND COVER. co t� n ':k, 6" INOR PLACE ED UNE " REINFORCED CONCRETE INSTALLED IN Z y -► • -as• 5" %TN -+""• • . �" 1 1/2 OF EAI.[. 7 t�2" ACCORDANCE BEM DRAWING NO. 310 0 REINFORCEMENT �4' FOR PRE CAST_ ,� ,ii . . v MATCH I•a • PAVEM NT\44 '. . . .., , €1) n • ..'� ro T ' NORMAL SLOPE • p cD a Or ' • * 0 •i OF PAVEMENT-\ 4 - r. MA% d • _:. YA1t • 1 V` e 1 1 s A ,I `U/ .4,Sv C� a• wSEEP /./ / , ' /2" 18 ir ��\ x j' l':4': HOLES M w 0` ' --- 4 "moi° a • • 4. ' • 25 \ a 6' FOR POURED IN V ; " • �" _• .a , -, "- r WATERTIGHT SEAT. T –. . PLACE OR r Na M ' a' �. i. -•'0-28—�►- -.111--..--.27—� SEE DETAIL #03O ,• : c Fpt�NFORCEC StTT , • : : c' " A' NO. 3 BARSAMIN Y' '• OPTION: CONST: JOINT- NO. 3 .- SECTION A—A27" `:; 1/3 OF SURFACE AREA n NOTES: SECTION B—B SECTION A—A SECTION B—B . 'Z7 MIN. 1 1/2"' 1. ALL PRE CAST SECTIONS SHALL CONFORM TO REQUIREMENTS OF ASTM C-478. 2. INSTALL STRUCTURE ON MIN. OF 8" OF %"-0" COMPACTED BASE MATERIAL - • ' '• SEE HOOK BAR 3. PRE CAST REINFORCEMENT SHALL BE REBAR MEETING ASTM A615 GRADE OR WELDED NOTES: a -Y y DETAIL WIRE MEETING ASTM A497. • • 4.ALL POURED INPLACE CONCRETE SHALL HAVE A 28 DAY STRENGTH OF 3000 P.S.I. ANDA SLUMP OF 1. CATCH BASIN SHALL BE CONSTRUCTED IN ACCORDANCE WITH ASTM C-478. 2" TO 4". 2.INSTALL STRUCTURE ON MINIMUM OF 8" OF %"-O" COMPACTED BASE MATERIAL 5.AREA DRAINS IN REAR OR SIDE YARDS SHALL NOT BE SUMPEO AND MALL BE PROPERLY 3.REINFORCEMENT FOR PRE CAST CATCH BASIN SHALL BE REBAR MEETING ASTM A-615 GRADE 60 OR WELDED WIRE \ •?*. CHANNELIZED. DITCH INLETS SHALL BE EQUIPPED WIHT AN 18" SUMP. MEETING ASTM A-497. SECTION A—A 6.PRE-CAST STRUCTURE'S CONFORMING TO O.D.O.T. TYPE G-2 CATCH BASIN INLET ARE AN 4. ALL POURED IN-PLACE CONCRETE SHALL HAVE A 28 DAY STRENGTH OF 3000 P.S.I. ANDA SLUMP OF 2" To 4". -0,7 --MN. 1 1/2" ACCEPTABLE ALTERNATE. (ALL GRATE MATERIALS AND DIMENSIONS SHALL MEET C.W.S. STANDARDS 5.CHANNEL REQUIRED IN FLOW THROUGH APPUCATIONS, AS APPROVED. ALL OTHER APPUCATIONS REQUIRE AN 18" SUMP HOOK BAR AS SHOWN ON DETAIL #320) BELOW LOWEST PIPE INVERT. • DETAIL 6.FULL CURB EXPOSURE REQUIRED CANNOT BE LOCATED IN SIDEWALK RAMPS OR RAMP WINGS. AREA DRAINGUTTER & CURB INLET GUTTER & CURB INLET CATCH TYPE II CQeanWS� CATCH BASIN (CG-2) Clean er Servi BASIN (CG-2) REINFORCEMENT CaeanWder"i'Services DRAWING NO. 380 REVISED 01-13 DRAWING NO. 300 REVISED 09-16 REVISED 12-06 DRAWING NO. 310 21s 3j4" Cir)r) h Ii i' I A I iA IIIc Ir ll 10 Z 21 .. t___ _ — TS 14 1/4'v2 EACH END 7 21/2" x1 Iv '� 90' FLAT ~'...., SECTION A—A ANGLE 3/4"V itt �""�•1 O ..L.. -.....1....al to IPLAN I O <C 13 1/2' ii,i �i"—'9 n a slider� g 3/6' X 2 i j2' FLAT 21a. �"' BARSON -- II tr II it It I.I. ' II it II it Ii I'"I� = .Eir5, -4 r II II III ill 0aF— I II II /I ( ., .I o I- Q 03 III 11 111 II II II II le >BAMCR°SS3/8" 5 1?LII III 1 1111111 CI 0 _j r I I III1 1IIIIIIIIfIfl !t `[ o ci. 8 L, II _ i I_ HhI .LJII � � � � r . . ►,SII II Til ' _ r Q g I ® ' r 3/8" X 2 1 r PLAN /, r^' FLAT BARS oro _Amer SECTION B—B " .t�5,:C t TYPICAL BOTH ENDS OUTER t� FA> =_.__.._._'` a BARS MD EVERY SECOND �, _;: INNER BAR NOTE ;•T4 01 -...:::::.. co FRAME AND GRATE TO BE NEW STRUCTURAL ASTM A-36 FLAT BAR STEEL OR APPROVED EQUAL y HanmiGlobal Partner 0 808 SW 3rd Ave., Ste. 300 &J Portland, OR 97204 `. CATCH BASIN FRAME AND GRATE `I�i Phone: (503) 287-6825 i'11 C4 Fax: (503) 415-23042304 ' (CG-2) G'2eanWaber Services www.otak.com N REVISED 12-06 18056 C18056C505 DRAWING NO. 320 4' W Project No. Drawing No. - Ry ..., 0.- C5. 5 _is ._ up _ 0., Sheet No. o. j Otak, Inc. 2018 w x I I` T X06, 2 ; 0 o �" ,� ; 1 i Z o ti ,� i o ‘'s. \ ` 0� \ I I 1-• c '. ' P LA N V I E\ 7 a, INLET •� '` '�'� li, 01 / \ 4. / a 5 "� CUTLET F o 3 \ t f \,.. i 4 OVERLAY i 1, co : " E 2 \ , :, 1 . gE a %, \ r—yr i -t F) 6 W 1 iIA :52. PO tri _ I5AYFILTEFI 5451, roCN e 0 q �' 0) . w 72.2 MANHOLE U3 3`A ci _.PRO,�E[.T 36" FRAME AND COVER-\\ Li 1::::: �8 Q„i ,,, - SI_TLET PIPE LOCATION z — OBA.YFILTERWATE€�QUALITY FLOW C 10 CPS `. b- �d - .IR RELEASE vALVE DRAINAGE AREA __ _ �d . . yr i' CAI TT IO E DESIGN FLOW RATE 22.5 GPM ', .d �' � + 3ti.:::: v s' -2,.• F r y L'r'IVI E ; --. ( Pi BAYFILTER CARTRIDGES 2 SE,�-LIr. c 7:0ii reAkiEf.iz TREATED SEDIMENT CAPACITY 390 LEIS 0 ._g. 1 rt IFIL — nJ : A _, mRP I I At,E \ .: ,. ,', "I Ir A'FII.TER OI;; ATER MANAGEMENT SYS1 I k; A STORK "ATER FILTRATION DEVICE L ESIOWEf TO e — MATERIAL T r REMOVE FINE SEDIMENTS,HEAVY METALS,AND d �sA -. r • .r- P•IOEPQRUS.THE BAYEILTE R SYSTEM RELIES ON A `> `,.$ °'- F'1hL f r r ,, , 11'fiTL sPIa,�LII�n MEDIA FILTER DFf.TRIJC+EuuITKCV CP IN LET ii �' t3 a • ` C'RI 11.E APPROXIMATELY4S SOUAPE FEET OF FILTRATION AREA: 'a, z=;� o v"� 1 :3r a'"t ^; -"Si "I FILTER CAMIDGES ARE HOUSED IN ACONCRETE v �" IJLT :. waw. w: �y q STRUCTURE RS THAT EVENLY ILY DIS RI®USS THE FLOW W 2 0 x g x,41 I�1.�irk t ,4, .o •k. BETWEEN CARTRIO $.THE SYSTEM IS OFFLINE WITH AN '� t�dsaTERJ.'\� INLET •, 4 C i,,{{ ` ' « EXTERNAL BYPASS THAT Rt3A HE$i41�iW.1hTEPd31TY • a c `! ,, - TE STORMS AROUND THE SYSTEM.THE FILTER CARTRIDGES '' a_ l • A,•''> REMOVE POLLUTANTS FROM RUNorr BY FILTRATION A ' K � ✓ rt• e" h 1 „ r' '` .-- Fj:E1 INtERC PTIO /ATTACHMENT}AND ADSORPTION. s .. OUTLET UTI .'r1w .. ..�.r �. , �,r' ,,.. 1 ' SJW".l i.. l �� a * - - -'*!>,' . '• '.I6.W4:;t " i:-.''' ilg' . I �. ti t:, - e; GREG 1 C () 4 ° s ) F • .: we ...,,... [I fir? SHEET OF -- - v. 36* cr 77 I I >„,„ .. g g Ei....Z 1:1' .4 MOAATA i * ( . . -OUTLET It . \Q,1,\ ) C J PLA1NVIEW S E .. . , OVERLAY E 1 INLET - t4, HERE I ' .---P\ (16 . • -E-i- ;.,e z ,,I.,,..,..\\ • .I' 4 475 ak<,,z ,--, / N .6 AE mf :7.. ;.-4' �. rTQ Li 'i"`Yy .'. E1 b ��`- a "` � ti �� fW tri CD - I— in BAYFILTEJ f.44 SL CO $a-4 1�StNi�i�LE �� Irli , 3 F&C .._PROJECT "" � $.. O J LCL Lam " ,:. Q ► l .� "" OUTLET PIPE WTf :} . €� �� LH-- i7:4 .g,. 1,!! ,._. AIR RELEASE VALVE o 6 --• ` °A CARTRIDGE€E IS P�ow RAT 22.5 1 '\ -e POLYMERa &) , - 4 SAYE ..TER CARTRIDGES 4 SEAL , cr�a TREATED SEDIME`.1T CAPACITY MOLDS •7 , Q IdL6Mi. :� , , � _ i . ,-STEPS o a ao ^1 r AY E:Mk` OR�5 WATER MANAGEMENT'�` ST IS 3 r. MATERIAL E I t r x s N. A ORMWATERFILT ATION_ 9EVicEIDF OIdET)TO 1.1.w r ,K .--=`-1,-1• S,: REMOVE FINE SEDIMENTS HEAVY METALS AND e e,:. H ..<<.« u -40.,.,, .,, ," „ @` ,a-44 te- F S OAA.MEeAYFILTER SYSTEM RELIES ON A . f' .. ~ m MEDIA +-, CThITy &�#R,e.k V1 I� aTs MEDIA FILTER,CARTRIDGE WITH * -,4. 7-4 SPIP t a . ae z: 1 I ApPROxiviATE 1 } SChUAF E FEET OF FILTRATION AREA, N OUTLET — Veg'.'tlg FILTER CARTRIDGES ARE HOUSED INA CONCRETE •�. I-II S;TRUCTI�RE !HAT EVENI. CISTRISuIESTI-1EPLOW WILE--.� �j 7 W DRAINAGE _ qK. BETWEEN CARTRIDGES.THE SYSTEM Is OFFLINE WITH AN w, . Y g v� — I LET p HanmiGlobal Partner F., r 4 MATEMAL = p *a*, / EXTERNAL BYPASSS THAT ROUTES HILI.1NTENsl 4 e G _ ; ;..,. PATE: STORMS AROUND s THE SYSTEM.The FILTER CARTRIDGES 6 ,. .: ..,- r`' ` -4- - `` R 3rd Ave., Ste. NO , '' REMOVE Pi:U. 'AI0S FROM RuNOFE SY FILI `It I OUTLET 8D8 S . a FILTER III TI c aTlal aTr>�cw�Il*I�T) DADSORPTION. f - a111 Portland, OR 97204 Phone: (503 287-8825 a. _% , �` L �r Fax: (503) 415-2304 .. f_lrDT€E€ ur► A € . _ Q www otak Com is FCkI A. _ & 18056 C18056C505 N I,.i Project No. Drawing No. CNI OF -- C5. 5A -- - Sheet No. a © Otak, Inc. 2016 ` XREF LIST Ltscale: 30 RescNied k / nn lnuunuunnn ow. rr I Q C 18056X001 p M �Y�`>' n \\ SASS "A" NATIVE BA �CFILI CLASS GRANULAR BACKFILL � , ,V `" Al 8056xBLDG sLt�ox a \ .0444: PER DTA*.IDC( ) 1UArA796 VALLEY WEIR IR TD LOCAL PLUMBING » _.. C18056X231 I ",.�.,.,A...» w " ,"^' t» ns CODS STANDApI?5 .w».. ' µ C18056X600 Q a x.., dM, s S18056x190 AC PAVEMENT REPLACEMENT, RETAINER GLAND R 13A a��ci 11 r 5 O' 5 1 Q v _ SEE NOTE 4. :. ,� :, I o PE ,- .W...W._.W y....,.�..w.m w..�, PI A/4G*.=PUN°ADAPTOR :- a Z C » y ' Q --Images-- --a- • fi MIN. SEE NOTE 4. r'' �" ;.� MOUND EXCESS MATERIAL TO ALLOW i € s 3 -- v, FOR SEWER W I TH I N PUBL KALE IN FEET o DetlO-install FOR SETTLEMENT. CONTRACTOR SAWCUT CLEAN EDGE FOR FLOW � 1 `.�� _�� }� �� f � DetB SHALL RESTORE ALL LANDSCAPING Detail_10 i AC PAVEMENT REPLACEMENT. II II I:4„, 1 i RIGHTS-OF-WAY SEE cL DEIN_10 TO PRE-EXISTING CONDITIONS. ( SAND SEAL JOINT1 1- , 3 .. SHEET C4.2 ;� Detai•-tractor EXISTING e eL z e...) XISTING i C ,M»,�, 5+00 W """"7 »....., : Exlm DUCTILE arae w _. - - C.) DETAII~BF100 GROUND .0 < AC PAVEMENT ire cT FROM vAvrT TG 1 J �J DETAII_BF200 I CUE TO VAULT SETTLEMENT. / W � J1 ♦�1 3 r E 1- o : f i ':4''5��1�5 �`' Ct7.�I 1 ISE I I �/ - - O CO (.9 � , ; , r ROADWAYow ,... °' S 1 cipelx6" T � 'IV;TH H , _F.\ ,,., 4'y o `?� v o" - ncalARlsR7eDtTs wrM1R S. 'd`.l II C SEZ ° ?� �. 9 .,. BASE �crn '"° 6 GATAV ::. r o v m AS "A" N.\/.) ,.'..'..•.� • _�_ 8` .- SEER II' . CLASS 1' � � ,, DOUBLE CHECK VALVE ASSEMBLY PLAN t / V r c BACKIVE FILL • , 57,::::::,:k CLASS " .` 3/4"mmG" ..H.:.:.» �.,.:,::,m„»,»»»:»,.� S_E 4RCLI7�m LIVE •- NTT)CURB CR `�`�°"`"" '^'•' ' � - TM CRUSHED ROCK r 0'mug - _� _ _ n'wrr m - vA0i4 i t•44'1119.44 sffik...14- ,4 GRANULAR BACKFILL .: j.jl: .:ij J ,� % ® = _ 4. (N • b 12' �� t a eta �� i s !1 Laouerra« �+d l v, O ° �� Z o r� PIPE - • , - vAt �; r� .:;.\ vAt teOfE s \ Z C 7 Q cV ZONIm ' . . PIPE ODrip �- eE • L- � � IP'�JW�GtxhR�t.�FG AEaAPaxt : - � 'L Q '� CA 6" PIP!~ BASE .I II ��W , f�. 3 BYPASS PER ° �� 14 �y X 6" " `.4 l' `< F, . \\.' e" I . 7r aIT 0 3 TVWD DTL �' �� w TYP. TYP. SII 1 ►..A111 4 him I 704C L7_ iii. iii 24" MINI.- ' ru.A T p MN i; tiMESil, L..t& Mee Iv OAY4APIT are i a BACK OF WALK 1. PIPE ZONE MATERIAL SHALL BE 3/4"--O" CRUSHED ROCK GRANULAR BACKFILL I SanaPROV , � STAJFiI.C4E ST#1a,. LIe SFE DETAIL 370 ATC)SMO FOR 8" D 1 P�. COMPACTED TO 95% OF AASHTO T-99. 1 t / \ 11 SUMP OETAM1s � - U_ Q 2. CLASS "A" NATIVE BACKFILL MAY ONLY BE USED OUTSIDE OF PAVED AREAS AND ELEVATION REQUIRES DISTRICT APPROVAL, BACKFILL SHALL BE COMPACTED TO 9O OF AASHTO RETAINING "- LJ T-99 IN LIFTS NOT EXCEEDING 18" (LOOSE MEASURE). UTILITY BILCO NOTE`S,.,'. WALL Q Q-> . '- 3. CLASS "B" 3/4"-0" CRUSHED ROCK GRANULAR BACKFILL SHALL BE USED WITHIN PAVED SIZE VAULT * DOOR + 7. EICANTRACTTRR TO MAL a.(3 AsMINDS w T VEIN C RIGHT OF WAY AREAS. BACKFILL SHALL BE COMPACTED TO 95% OF AASHTO "-99. 3 660-WA J-5AL 2NOR SHR1414 GREW , conTrucToR TO INSTALL TETE MLA-4T 3 CU. CI U ' MINARO= EASE Cr VAULT 'IR$F.R£axiom577-WA J-SAL Kul GRomND ryAT77 nor 4 4. SAWCUT WIDTH AND AC PAVEMENT REPLACEMENT SHALL BE PER APPLICABLE 6 676-WA J-5AL 3. ELCAAAKCE IICTIMID4 WALL A DECCE t'717M., JURISDICT#ON AL REQUIREMENTS. 8 ea7-WA JD-3AL It SAX.,EXCEPT r MTM. rMAX. pare B NA WAIL/ 101 I a A. WNW BLOM T'- UO'ARN T NEss II 10 5106-LA JD-3AL ;;- FOR USE ore FIIE +vICE UK FCR'c ACCESS 8" C900 PVC 5. IF THESE SPECIFICATIONS CONFLICT WITH THE SPECIFICATIONS OF ANOTHER APPLICABLE DETAIL EC ICI' PROPERTY LINE •'"ce MX:APPROVED lir DISTRICT M EASEMENT D CVA .� 8" C•UO 4" FDC LINE JURISDICTION, THE MORE STRINGENT SPECIFICATION SHALL GOVERN. r Tualatin Valley ] �;r } }� } ' I DATE: PVC 1 Y alle+ Water r DistncL DESIGNED:X08 DATE:6!1/201 Tualatin Valley � District DESIGNED:PD ©. - •. TYPICAL T C:H DETAIL - DOUBLE CHECK DETAII 0 2 ( I...► APPROVED:nac / , ., �.�, O APPROVED: K p �+ 1 SW 170th Ave_ Beaverto OR 97 - VALVE ASSEMBLY E F 100 0 1850 8W 170th Ave. Beaverton.OR 97045 BACKFILL 10SCALE:NONE G y (sU i) z-I 11 www.tvwd.org ISE'NONE (S03)642-1511 r �x_tvwd.cTrg / I DC FDC 1 11 1 , 7 611 CBOO P /C aW STRADDLE BLOCK TO1VALASINWAY WSW TEA S HYDRANT BEHIND CURBTIGHT SIDEWALK FACE OF CURB O,, APPROVED +'xr O STAND18" MIN 0 / RETAINER OAND e I 24" MAX 4"x4" TEE W I TH 4" C900 PVC NOTE a I�I u 6"x4" REDUCER PACTS ACM IRARIND PIPE S'OOL PT.c,a. �- -.._--- --------.-..--.--...W--...--> ---, o*E Tl5 YALURErnt rr. �� BREAK FLANGE SIZE' '�' 18" MIN 3" MIN 0 Z- FLDw L I �i�ae :` #_ II I `� 6" MAX - - W �►jvL 0 , 1 i FLANGE a Purim AIaAwTnle /j 1�•r�`i �'V"1�` l,' T : .�`.: / I I O I SII I I§ I rm rim DEPARTMENT FRE e','4 O 0 ,,.. .AIIIET...„A J I L- ' 4! ¢, 11 wfim Alco I��" '�______a.a.....___ ; ; _4 . ��r.I� iF7:'�_ �;; e` SPt dRCAnos I '/ .4.14.111. a# NARRATE FCC=mop 6" CLASS 52 DI PIPE ' ��' II1V�) ' ' z ti` N T3 eX DR 7 ,/•, ` 0 ¢ i"Lin'ME T vim a.kw t .': '..:: :::Loo .,-.»«.».,..__-,.:' ..: OA71.ieflT W `� , . 4V/' ' HYDRANT I PLANTER STRIP O 4 1, g 4 ,r�, DRA T N " TVWD DCDA/DCVA ENLARGEMENT J II �� T I ocgzAtimitA� :i 1 IsaLnTIoN Dui.VALVE 1$ M I N I1 7alLNE I1 24 MAX rT�t Q it o If 11011 I" - 10' C6.0 W W 1 + BREAK FLANGE (24 1 D H I I I MUNE 04EeE VALVE 18" MIN 3" MIN Q Ili �_ 6" MAX 0 W ill.._ 1 PO i �/d► 4 1#il ii 11 r d Vii. ,... 6i v:`C�� ' A.'',,g'- vN*,:, _•\\�.� z t' . = <:' WATER CONSTRUCTION NOTES (PVT) . re . r 1 12" .... lit L. 4,..N., , _iii,v-.„... ...; ' , , ..„ ,.....rjr-ipiFlabzwirjwit- - LI- no MR ri"AST • MIN U - n� C I NSTALL 81`x8" MJ TEE W/ 8"x4" REDUCER ,� f\/1 Q Iz w `_ � _ H \ -Duce €uA7s +:t �. .> !( mom 7, re KE`!NQTE . W U u � D. MECHANICAL JOINT WITH GRIP8" ° ! " � , .„L,ro„ ,MO s A. VALVE BOX ASSEMBLY PER DETAIL FOLLOWER. ALL JOINTS IN C) INSTALL 90 MJ BEND I- 3�+w OVALS- N o. 3. �_ HYDRANT ASSEMBLY SHALL BE o ELEVATION 0INSTALL 4" 9O° MJ BEND E B. 6" GATE VALVE. WRAP TEE AND FULLY RESTRAINED. ►-; i VALVE WITH 3 LAYERS OF 8 MIL U111.1TY UTILITY POLYETHYLENE PRIOR TO E. 12'1X12" CONCRETE PIER BLOCK. 0,\L.pip811 DOUBLE CHECK DECTOR ASSEMBLY PER TVWD o VAULT VAULT BILGO BACKFILLING. ON UNDISTURBED NATIVE SOIL. DETAIL BF 200 SEE THIS SHEET 7 SI II 1hI FOC • W/O FOC ' 13t NOTES; o 5�'LA' 575- 4D 3AL ,. coNTRAc7oig To Sgt ALL avows•4 law mom F. DRAIN ROCK POCKET. 4 CUBIC C. TEE. NEW CONSTRUCTION TEE MOAT 5 TVWD TO INSTALL 4 WATER METER PER TVWD DETAIL I • a 577-WA 577-WA 4- a T>RCN ` ,sa INSTALL WART 3 7711 SHALL BE MJ X MJ X FLG. FEET MINIMUM. I 4 577-WA 577-WA J-5AL �1" �t OF vA7�r"7i�R00D"+° 704C SEE SHEET C6. I E-I ;;: „ _ CR ORCLRD 7•►TEfr STAY CONNECTIONS TO EXISTING MAINS I-� o I 8 676-WA 578-WA a DIYARANCE BM wAx.. " o w ;;ut�� SHALL BE TAPPING TEE PER G. MAINTAIN MINIMUM CLEAR SPACE r� ;•, I 8 587-WA 687-WA - L 4. CToa DIETER TS RENS too FUT DETAIL No. 8. THRUST BLOCK IN ALL DIRECTIONS PER DETAIL No. INSTALL 4" DOUBLE CHECK VALVE ASSEMBLY PER TVWD �+ I 'to SIDE-I A 5106 LA ,ID 3AL REQUIRED ONLY FOR TAPPING TEE. 102. PLACEMENT OF CONCRETE DETAIL BF 100 SEE THIS SHEET Gam' ' AROUND HYDRANTS IS PROHIBITED. DATA:611lZf312 DESIGNED. PDS DATE.6/5/2013 7 CONSTRUCT FIRE DEPARTMENT CONNECTION PER DETAIL I f� HanmiGlobal Partner 2 �rUulat n Valley Water er D �C DESIGNED:PDB DOUBLE CHECK DETAIL Tualatin Valley Nater District FIRE HYDRANT SEE SHEET C6. 1300 1 4 5 APPROVED:NIF1c DETECTOR �� ? APPROVED: MFK DETAIL II Po SW 3rd Ave., 97 04 f STANDARD Cl) Portland OR 97204 E g TAP EXISTING 16" WATER LINE WITH 16 x 8 TAP AND �i Phone: 503` 287 6825 a 1850 SW 170th Ave. Beaverton,OR 97U06 ( ) saSW a71Av�. 0 ASSEMBLY SCALE.scALE:NONE INSTALLATION 01 811 MJ GAME VALVE PER TVWD DETAIL 8 SEE SHEET C6. I. � Fax: 503 415-2304 (5€13)Ri42-1511 www.tvwd_o g SCALE:NONE (503)642-1511 www.tvwd.org } .II CONTRACTOR TO COORDINATE LIVE TAP WITH TUALAT I N 0 www.otak.com VALLEY WATER DISTRICT. N. 18056 P18056P600 9 . CONSTRUCT FIRE HYDRANT PER TUALAT IN VALLEY WATER W Project No. Drawing No. N DISTRICT DETAIL 101. 16"X6" TAP W/6" GV (FLXMJ) ON E-I C6 . 0 NEW FIRE HYDRANT ON SW OAK STREET. *-4 Cip Sheet No. Otek, Inc. 2016 XREF LIST Ltscale: 30 Resc!ved 36" WIDE r` JOINT TRENCH 6 5 C18056X001 o N A18056xBLDG 24" WIDE 18" WIDE iLnv C18056X231 SINGLE SINGLE FINISHED GRADE wD ro c18056X600 TRENCH TRENCH o a v S18056x190 U , a Z c m --Images-- 0 ar Det10-install �\ • a Det8 Detail_10 \/ I \/\ TEE, (MJ) (SIZE E'ER PLAN) DETAIL-21 j� . / m Detai-tractor FDC SERVICE REFERENCE CENTERLINE \/ �\ U v DETAIL-BF100 INSTALL KNOX (SEELOCATIONS) •�� / W/ VALVE PLANS FOR ♦ ii GATE VALVE W VALVE DETAIL-BF200 LOCKING CAP 1 \ \ I % c SEE NOTE 2 �\ j ��\� _� BOR PSN)ID (SIZE o Q o 2 1/2" SINGLE SNOOT �`1 I ..,, FDC w/ CAP & CHAIN �\ ov ��\• v=,il 4" OR 6" DOMESTIC TO o _ c� UTILITY TRENCH �� \ IV 'W4 + BLDG SPRINKLER ROOM Z Q OD 2 1/2" GALVANIZED BACKBEDKFILL G SEE ,�\\ I \/ / I 1 11 (SIZE PER PLAN) PIPE SHEET C6.0 �� 4 //\ 10 \\/ WATER FIRE SERVICE 1 , '�-, r` PVC TO STEEL /�\ I \,\� REFERENCE 1 co co \ \ 1 VARIES; •\ \\ {SEE PLANS FOR MN. VARIES; �c-*I � S�p M) .� REDUCER ,/ / \ SEE PLANS /�\' SERVICE LATERAL CLR. SEE PLANS FOR r� 4, a Z z °� J ro �\ FOR LOCATION %� INSTALLATION LOCATIONS I LOCATION z 1-i o ro CV Y, 4" PVC C-900 \\//\ (12" MIN.) I � (12" MIN_) �� o� 0 - 4 N \ l `��. - FIRE SERVICE TO ��W 5 <4, Licitj e "to. f \ � �\�/�\• �� 8"XB" TEE (MJ)�+ I i BLDG SPRINKLER �` �/ per.,, �� LLi ` 1 ; /�/ ` III /\� 4" OR 6" DOMESTIC 1 ROOM TYP "*TA► INSTALL MIN 24" X 24" X 24" /%\/�\ z I z 4" OR 6" (DOMESTIC) BUILDING I ` /\ co - \/ LATERAL WATER SERVICE 1--- I BASIN OF 3/4 -0 DRAIN RACK •/ \ \ \ .. ' . . , . g„ (FIRE) // L /l I `.\ \/�� \ tt-`' " \ BUILDING , •: � \ �\ ,. C\ „ U ,� „„ ; �� r � / // � � 8 WATER �I� 8 FIRE SERVICE LATERAL 1/2 BALL DRIP VALVE SERVRCE /\\ \ `/`/\�� (FIRE) INSTALL VALVE BOX NOTE: \`/ ' % \��\/\ � ___�� co �. 1 . BUILDING FIRE PROTECTION FDCS WILL BE PLACARDED \ ! \ \„.‹.\\-4 TO IDENTIFY THE SYSTEM THEY SERVE. THE FIRE // /, DEPARTMENT WILL PROVIDE COLORED REFLECTIVE j \�\/�\\' �'�/\'� SUITABLE UNDISTURBED TAPE FOR INDICATING THE TYPE OF SYSTEM SERVED. � �, NATIVE MATERIAL \\\\\�\\�\\� 8" WATER MAIN �I 18" 2. FDC SHALL HAVE LOCKING KNOX COMPANY BRAND SECTION PLAN MODEL #3043 INSTALLED PER OFC SECTION 912.3.1 TYPICAL FDC DETAIL AND TVF&R. (FIRE DEPARTMENT CONNECTION ASSEMBLY) I FIRE, DOMESTIC AND BUILDING SERVICE LATERAL LOCATION AND TRENCH DETAIL 2 N.T.S. C6. I N.T.S. C6.2 ,,, ,,, ,, , ,I ,. „ I „, ,,, .. „ , „ ,", „ „ „ ,,, ,,,, „ „ ,,, ,,, ,mill,, .• Al ,,, , „ , r �' �' , ; :. J. STREET SIDE 14.-114- CUSTOMER_ SIDE PIPE WRAP f 4 STRAP/SLING Z w, \ w \ � T \. °� ` �2'-s• r-1o}' i'-s" 4" 90 BEND MJ �' "YYPI ENCASEMENT " , ' FINISHED GRADE '+, . \�{ ./ ./N\ 4414. , / 4 ._-.._.. �1 WITH 4" MEGALUG tEill- 'II \ \ ::,\\/-4.:;1::\:( ;, = - +' . 7i II ET R GLANDS 1 Ill - - .__.._.l__ -�. 3 '\ R AIME r _ -. _ r p�<\ a' } y .+aA {T�) ';'lis fe-!•.. „-' -'' Mi-J Br rr,;.?"'e'iiry, _ irrl�rrw . -a .. a. ,-`_ ,,,.. ,, 1 -O• 1'-0' 4" GATE VALVE FLG I'_fl- --� �:^- -. C '�'+.. , .R #«'• 4 •�.� f =y^ .. �. \, 3'-8" MIN f 4" CIP (TYP) J`/`// / !eW �!. i .... .-. _" 4" MIN. \ M N MIN 1'-0� \ • /�//� \/ /f�/�'"`. /r ° "• ' '� .` �. =; a MIN 6" \/'-7/\//•,)/>�' \ � /\\/\/\ \\/\/ 12" MAX. EI Y • .� 6 CLASS '.8,. , //. /\i/ „` \,„\ „i i�� i,� : �' ✓/'\* W\ •+ _„ ,. • •+; ,' 2.�. o BACKFILL \. \>� \\ ♦ \ \. _, -,. ,1'' / , ..f• , . ,•' 1,„i' .4 ; ./ ' / JI_� _- Ill. 1h - ` Is�ll1C I'C'I IIS 0 - ------:j C;) 0.- TEl 4" GATE VALYL MJ --- - ,_1; rl1 mat 3 s ir �l! s� FIR��'�sy� i■ MJ (TYP) - E� , ��,M --� �� ' z I >♦♦1 =1I 111,1 Far 5TRACCLE BLOCK ?Eft Nit - �- � ��t �.�-yam'y-b,"' 7 �j�j u ��fff DETAIL 200 P' `e '. -1 -*A.1 ,, , 4 x; 4" SPOOL FLG: :: EF LG � /� r r.! / // lr•, / // / yt • OI I I ' . S(` \+ \\\\ \ \`/`\/ L 3- yY' W ca 0 MIA IU y `r TABLE P1.At PER DETAIL alp .1-•``Y. I t\(3 -- El r PROFILE VIEW UTILITY VAULT 676--WA--TVWD WITH SYRACUSEr;?A m E ■ BRANCH THRUST BLOCK CHD-1]AL OR DILCO JD-3AL DOOR ANDA 1� O J 2 0 LADDER MEETING OSHA REQUIREMENTS (SEEW d� /,,.., - �...-a`' .d W PIPE DIA BEARMIG�AREA '` /4 .,v _y .a {"=.✓ a ( F) DE AIL 3DO). SEE CRYSTAL 1. EXTERIOR TO BE • (IN) ! '� 1- .� ss ,tiSEALED WITH SEAL OR APPROVED W s FlNISHEO GRADE TD EE?UAL. , , y, .. , + - - .. 6 iI. - SLOPE AWAY FROM = \ rtii 14, �� T �.. � � "' � IIII� 4 w....--.- 1' VAULT LID DRAIN T4 CUPS I f ✓ _ ._ 1 ��..,7 'S - 6 8 53 0 3" MIN 6- MAX Imo- 2 -r _ _ F 3 - r rr Q III I III I _ < --- -c; 12 112 .,,,,,,,,Ivor.. .` qG . 14rH ; I `1'-r _ %%. r - ,�\/ /.-,,, •.-r /\/ ,•f/ / _ '� I f L__ . _ . -+ _ Ld 4_1 ,� , y.,. T/1 Z_ 4'-9" I VALVE CAN TWO LAYERS OF TAPE WRAPPED ` --Y t S '.`:` V 1 (CEYN01 w Ii---- ; I PER DEAN 3rC ;`. y S A. CONCRETE THRUST BLOCK POURED AGAINST UNDISTURBED EARTH. THRUST BLOCK I ,� ALL THE WAY AROUND .-Y, Tj/ / >>', >,,i2 //.�//,- f .J 5 SIZE SHALL BE PER TABLE 1 AND SHALL NOT BE LESS THAN ONE FOOT IN ANY 7'_z' SII ! I I ___. 6 -vim: \ / \, •. - \ \ I..L .� hl � 1 � --�I �` .I ,� �IMrls KEYNOTES: \i�•.:�;.A:',� r\�i,�f�-�f�;. ,.�,•;.,:,,; ` � Q Ct rn DIMENSION. CONCRETE SHALL BE CLASS 3500 (6.S SACK MIN,) 12-: is-11 1. CUT THE POLYETHYLENE TUBE TWO FEET LONGER THAN PIPE AND SLIP OVER PIPE AS A. OLYMPIC FOUNDRY VB910 (OR APPROVED EQUAL) VALVE BOX AND COVER WITH F. .� A B. WRAP TAPPING SADDLE ANIS VALVE WITH 3 LAYERS OF 8 MIL POLY1?IEYLENE PRIOR MIN SHOWN. cam TO POURING THRUST BLOCK AND BACKFILLING. EXTEND POLYETHYLENE 6" MINIMUM CONCRETE BALLAST 1 .4. ¢ 1 ; i CHECK VALVE "W CAST IN TOP SURFACE. VALVE BOX SHALL SE PLUMB, CENTERED ON AXIS C9 LLI SEE NOTE No z , OF OPERATING NUT, AND SHALL NOT REST ON OPERATING ASSEMBLY. v BEYOND SADDLE AMC) VALVE AND SECURE TO PIPE WITH POLYETHYLENE TAPE. ';•',� ":-i"�a MIN'S 1. SPREAD THE POLYETHYLENE TUBE AS SHOWN 50 THAT ENOUGH IS LEFT TO PROVIDE C. STAINLESS STEEL TAPPING SADDLE WITH GASKET AND FLANGED CONNECTION. x "` - ` 4 - <'! 'N.° ►`' A ONE FOOT OVERLAP AT EACH END OF PIPE, B. UNPAVED AREAS ONLY: PROVIDE 24" SQUARE BY 4" THICK AC OR CONCRETE `I}-I C - ' PAVEMENT PAD, FOR CONCRETE USE #4 REBAR STEEL REINFORCEMENT OVER 4" I� 1 , LINE-SIZE GATE VALVE FLG X MU). • .I:tb.:i�N�.y�,',•':i'`• �" ;$�:':ti'.s COMPACTED 1" 0" CRUSHED ROCK. REBAR SHALL BE 2" DEEP AND 3" FROM i E. JOINTS ON BRANCH PIPE SHALL 8E RESTRAINED PER DETAIL 21. - \4 F `-\ i-- sump PUMP OR DRAIN 2. TAKE UP SLACK IN THE TUBE ALONG THE PIPE BARREL, MAKING A SNUG 8UT NOT in PER DETAIL 310 TIGHT FIT. FOLD OVER ON TOP OF PIPE AND SECURE IN PLACE WITH 2-LAYERS OF EDGE OF PAD. PAD SHALL BE CENTERED AROUND VALVE BOX. 1-0 0 6- LEVELING COMPACTED ELEVAI ION a 4-0 CRUSHED ROCK C. 6" TYPE SDR 35 PVC, 03034 PIPE SPACER. LENGTH AS NECESSARY. aoItAL NOTES: 3/4-0 CRUSHED ROCK CIRCUMFERENTIALLY WRAPPED TAPE ABOUT TWO FEET ON CENTER. (PE SHOWN LOOSE / FOR DRAINAGE % 1. BEFORE INSTALLING TAPPING SADDLE, CONTRACTOR SHALL THOROUGHLY CLEAN PIPE COMPACTED FOR CLARITY) D. OPERATOR EXTENSION REQUIRED WHEN VALVE NUT IS DEEPER THAN 60" FROM . o TO REMOVE ALL DIRT, ROCKS, AND OTHER FOREIGN MATERIAL FROM PIPE WHERE FINISHED GRADE. SEE DETAIL No. 5. 1 cn 3. LOWER PIPE INTO TRENCH, BEING SURE THAT THE POLYWRAP IS NOT DAMAGED, AND E. WRAP VALVE WITH 3 LAYERS OF B MIL POLYETHYLENE PRIOR TO BACKFILLING. SADDLE WILL BE INSTALLED. MAKE LIP JOINT. EXTEND PVC WRAP 6" MINIMUM BEYOND VALVE AND SECURE TO PIPE WITH 10 - 2. SADDLE BOLTS SHALL BE TORQUED TO MANUFACTURER'S SPECIFICATIONS. NOTES: 1. CONTRACTOR TO SEAL ALL OPENINGS IN VAULT WITH NON SHRINK GROUT. 2. CONTRACTOR TO INSTALL CONCRETE BALLAST 3 CD YD MIN AROUND BASE OF VAULT IN MIL PVC PIPE WRAP TAPE. 1--1 'E 3. CONTRACTOR SHALL ENSURE THAT GASKET IS PROPERLY ALIGNED AND FREE OF AREAS WHERE FLOODING OR HIGH GROUND WATER Ex1S15. FOREIGN MATERIAL PRIOR TO TIGHTENING SADDLE. 3. ALL MATERIALS SHALL BE AS NAMED OR EQUAL_ SUBMIT ALTERNATES FOR APPROVAL. 4. PULL POLYETHYLENE FORWARD FROM PREVIOUS JOINT OVER THE BELL AND SECURE iN F. VALVES $" AND SMALLER SHALL BE MJ GATE VALVES. VALVES 10" AND = ` T` Li 4. SADDLE LOCATION AND INSTALLATION SHALL BE APPROVED BY DISTRICT INSPECTOR 4. PAINT INTERIOR WALLS AND LID BOTTOM WHITE. PLACE AS SHOWN. LARGER SHALL BE ML BUTTERFLY VALVES. 5. ORS 92.044(7) PPRO H6 fT I5 LOCATING ANY UTILITY INFRASTRUCTURE WITHIN 1-FL OF A " 1:4PRIOR TO TAPPING. SURVEY MONUMENT. DEVELOPER SHALL PAY FOR ANY RELOCATION OF SERVICES AND/OR G. 2 SQUARE OPERATING NUT• 5. CONTRACTOR SHALL AIR TEST SADDLE TO 40 PSI PRIOR TO TAPPING. METER BOXES FOUND TO FALL WITHIN 1-FT. OF A SURVEY MONUMENT LOCATION. 5. PULL POLYETHYLENE FROM NEW PIPE OVER THIS SAME BELL, PROVIDING A DOUBLE H. 8"X6" SXS 5DR35 SWR CONC. REDUCER CONNECT TO D3034 PIPE USING A W 0 6. CONTRACTOR SHALL FLUSH AND PRESSURE TEST VALVE FOR PRIOR TO BACKFILLING. LAYER OF POLYETHYLENE AND SECURE IN PLACE AS SHOWN. COMPATIBLE PVC CEMENT. _ HanlnniGlobal Partner 1 808 SVP 3rd Ave., Ste. 304 DATE: 11 1 Tualatin Valle Water District DESIGNED'PD& ++ DATE.6,5/2013 Tualatin �allel eater District DESIGNED: DATE.9115 2015 Tualatin Valley Water District IDESIGNED.SEW DATE:sr5r2a13 Tualatin Vauey Water District DEsiGNED:Poi P E BAG INSTALL}' 4 METER Portland, OR 97204 '11/47E1w 20 -.ow 01111115' TAPPING SADDLE DETAIL �` ��■ter DETAIL ...-7.46---2-- ....-3..... � DETAIL � . .....:- .....7.0- T� PIAL \'AL E . Phone: (503) 287-6825 INSTALLATION MODIFIED DIPRA WET � DETAIL APPROVED:MR( 'I �� APPROVED:MFK \�i^ �� APPROVED:SLD �r APPROVED'SLD ++ 9850 5Lt7 170th Ave. Beaverton,OR 97006 / 704C 1850 SW 170th Ave. 13eavcrton,0R 97003 2 1850 5LV 171 h Aac- 13cavcr xin,(7h 970)> - SETTING 3 Fax: (503) 415-2304 11350 SW 170th Avc. 13e Beaverton,OR 970068 SCALE.NONE F� I CONTRACTOR SCALE:NONE TRENCH METHOD (503) SCALE:NONE = www.otak.Cam I (503)642-1511 www.tvwtorg www SCALE-NONE (503)642-151 1 www.tvwd.org (503)848-3000 www tvwd-arg G 3:-1511 .. " ... ... ....... . Fy N. 18056 P18056P600 W Project No. Drawing No. CV -6 E-1 C6 . 1 , ,_, (VIII Sheet No. a 0. OtBk, Inc. 2016 XREF LIST Ltscale: 1 Resolved C16901X002 0 N Ul _ Z = f� LI N M N - CD U CD O L U - 0 Z E 0 (7Q} 0 Cr D 0 a)m cs d u CLJ 3 V) I- a J D C1 C Z a) m 0 Sd, o�9� � \�� ciZ 0 r) U N PROJECTINFORMATION • �� ' Q� w ENGINEERED LEROY LUCEROI 1141. �\ 416 X PRODUCT 971-235 3565 w MANAGER LEROY,LUCERO@ADS-PIPE.CDM JOSEPH COTTON iv E ADS SALES REP. AS0.801-279e LLLP JOSEPfCOTTON§ADS-F'IPE.IOM+I ' !;?: PROJECT NO: I82945 ADVANCED C RAI A E .SYSTEMS, INC, 18056 OAK STREET APARTMENTSTIc•3 .f . L , OREGON S TECH CHAMBER SPECIFICATIONS I S T ..,NOTES FOR THE BIDDING AND INSTALLATION OF Me4540, CHAMBER SYSTEM. 1: CHAMBERS SHALL BE STORMTECH CH MC�kSCCI. t. STORMTECH MC�xxCI9 HAMBER SHALL NOT BE,INSTALLED UNTIL THE MANUFACTURERS REPRESENTATIVE HAS COMPLETED A PRE-CONSTRUCTION MEETING WITH THE:INSTALLER& 1. OI-AMBERS SHALL BE MANUFACTURED FROM VIRGIN;IMPAC T4.40I IFIED POLYPROPYLENE COPOLYMERS. 2, STORMTECH MCSCI:0 CHAMBERS SHALL SE INSTALLED 144 ACCORDANCE WITH THE''STORMTECH MO-3500.1MC4500 CONSTRUCTION GUIDE'. 3, CHAMBER ROWS SHALL PROVIDE CONTINUOIS.S,UNQ$STRUCTED INTERNAL SPACE WITH NO INTERNAL SUPPORT PANELS,THAT .5 , CHAMBERS ARE hIC3TTO BE BACKFILLED WITH A DOZER OR EXCAVATOR SITUATED OVER THE CHAMBERS. WOULD IMPEDE FLOW OR LIMITACGGSS FOR INSPECTION. STORIVITECH RECOMMENDS:1 BACKFILL METHODS: J • STONESHOOTER LOCATED OFF THE CHAMBER BED ENSURE r BACKFILL AS ROWS ARE BUILT USING AN EXCAVATOR ON THE FOUNDATION STONEOR SUSG ,I E�.. THEA UGTLJRAcI.OESIGN:OETFIECI�AI�IB>~kaS,THESTF�UCTUEtA�L.B.A4Cl�1�I1. ,A;I'�t.�TFi IIvS A6-141"IONI�EC3LI.I3EC�IENT551~iAi_LE THAT THE LOAD FACTORS SPECIFIED IN THE AASHTO LRFC BRIDGE.DESIGN SPECIFICATIONS.SECTION 12-'T;2,:ARE MET FOR" I) • BACKFILL FROM OUTSIDE THE EXCAVATION USING A LONG'BOOM HOE.OR EXCAVATOR. LONG-DURATION DEAD LOADS AND 21 SHORTDURATION LIVE LOADS,BASED ON THE AASHTO DESIGN TRUCK W€T„&CONSIDERATIONLI FOR IMPACT AND MULTIPLE VEHICLE.PRESENCES, 4. THE FOUNDATION STONE SHALL.BE LEVELED AND COMPACTED PRIOR TO PLACING CHAMBERS. Q S. CHAMBERS SHALL MEET THE REQUIREMENTS OF ASTM F2418-16."STANDARD SPECIFICATION FOR POLYPROPYLENE(PP) 5. JOINTS BETWEEN CHAMBERS SHALL BE PROPERLY SEATED PRIOR TO PLACiNG.STONE. V 1 CORRUGATED WALL_STORMMWATER COLLECTION CHAMBERS" Ell. 4Z B. MAINTAIN MINIMUM 9"#23V rfrm}SPACING BETWEEN THE CHAMBER ROWS: O E. CHA1*+IBERS SHALL BE DESIGNED AND ALLOWABLE LOADS DETERMINED IN ACCORDANCE WITH ASTM E2787 "STANDARD PRACTICE Z FOR STRUCTI€TIAL.DESIGN OF THERM?, P'LASTICCORRUGATED WALL ST 1RIt WATER COLLECTION CHAMBER .. 7. INLI T'ANLL L711TL1 (A ANIF©L.I9S 9 I1I�sT BE INBEFf rEt3 A At1INI4utlJh/i K 3F 1. " 3�I)[r�IEE1 IPS L€ CHAMB EI�i7. 1 _ I- 7. ©NLV CLiAMBERS TFfAT ARE APPROVED S TIS SJTE DESIGN E1v GII ER WILL I f ALLOWED,THE CHAMBER ISAANUFACTURER SHALL S. EMBEDMENT STONE SURROUND€NG CHAMBERS MUST BE A CLEAN, CRUSHED,ANGULAR STONE SIAL-2°I2.0-5CI mrri)MEETING THE AASHTO M43 rT, Z DESIGNATION OF 43 DR SUBMIT THE FOLLOWING UPON REQUEST TO THE SITE DESIGN ENGINEER FOR APPROVAL BEFORE DELIVERING CHAMBERS TO THE K4. Li]F•i•� PROJECT SITE: 9- STONE SHALL BE BROUGHT UP EVENLY AROUND CHAMBERS SO AS NOT TO DISTORT THE CHAMBER SHAPE STONE DEPTHS SHOULD NEVER DIFFER 0 A STRUCTURAL EVALUATION SEALED BY A REGISTERED PROFESSIONAL.ENGINEER THAT DEMONSTRATES THAT THE SAFETYBY MORE THAN 17 I3I3 rely )ETET4t+E T+ ADJACENT TT C H.Ah1BE# ROWS_ FACTORS ARE GREATER THAN OR EQUAL To-1 95 FOR DEAD LOAD AND 1,75 FOR LIVE LOAD THE MINIMUM REQUIRED BY AS 111 10. STONE MUST RE PLACE11 ON THE TOP CENTER OF THE CHAMBER TO ANCHOR THE CHAMBERS IN PLACE AND PRESERVE ROW SPACING, F2757 AND BY AASHTO FOR THERMOPLASTIC PIPE Q 11 THE CONTRACTOR MI T REPORT ANY DISCREPANCIES WITH CHAMBER FOUNDATION MATERIAL BEARING C APACITIES TO THE SITE DESIGN ENGINEER, Z b. A STRUCTURAL EVALUATION SEALED BY A REGISTERED PROFESSIONAL ENGINEER THAT DEMONSTRATES T FIAT THE LOAD FACTORS SPECIFIED IN THE AASHTO L.RFO BRIDGE DESIGN.SPECIFICATIONS,SECTION 12:12.ARE MET.THE 50 YEAR cREEP 12. ADS RECOMMENDS THE USE OF'FLEXSTORM CATCH IT INSERTS DURING CONSTRUCTION FOR ALL INLETS To PROTECT THE SUBSURFACE Qom; MCIDIJLUS DATA SPECIFIED IN ASTM F24113.MUST SE USED AS PART OF THE AASI-ITO STRUCTURAL EVALUATION TO VERIFY STORMWATER MANAGEMENT SYSTEM FROM CONSTRUCTION BITE RUNOFF �+ I_GNG-TERM PERFORMANCE �'�'1 0 NOTES . CONSTRUCTION i E T z CC c.. STRUCTURAL CROSS SECTION DETAIL ON WHICH THE STRUCTURAL EVALUATION I BASEL. -14 I STORMTECH A G45O(I CHAMBERS SHILL BE INSTALLED IN ACCORDANCE.WITH THE"STORMTECMM 5OO/MC-45Cf1 CONSTRUCTION GU)DE6 O U B- CHAMBERS AND END CAPS SHALL SF PRODUCED AT AN 15O 9091 CERTIFIED MA LIFACTURING•FACILITY.. 0 It o 2, THE USE OF EQUIPMENT OVER MC-MOO CHAMBERS IS Livirre)< w w U s NO EQUIPMENT IS ALLOWED ON BARE CHAMBERS. 0 • NO RUBBER TIRED LOADER,DUMP TRUCK,OR EXCAVATORS ARE ALLOWED UNTIL PROPER FILL DEPTHS ARE REACHED IN ACCORDANCE WITH E4 Ct EE THE"STORMTECH MC-3500/MC-4500 CONSTRUCTION GUIDE.-. r ' 0 go WEIGHT WEIf HT LIMITS FOR CONSTRUCTION EQUIPMENT CAN BE FOUND INTHE STORMTECH MC MCASKIIMO-4800 CONSTRUCTION GUIDE".z W 0 3 FULL35"�BD4 mrrri OF STABILIZED COVER.MATERIALS OVER THE,CHAMBERS IS REQUIRED FOR DUMB TRUCK TRAVEL OR DUMPING: rte-, Q >, .irrr� J USE OF A DOZER TO PUSH EMBEDMENT STONE BETWEEN THE ROWS OF CHAMBERS MAY CAUSE DAMAGE TO CHAMBERS AND IS NOT AN ACCEPTABLE /y U BACKFILL IMEI'HOD.ANY CHAMBERS DAMAGED BY USING THE"DUMP AND PUSI-r METHOD ARE NOT COVERED UNDER THE STORMTECH STANDARD w o WARRANTY. N Q I- v V o CONTACT STORMTECH AT 1-888-592-2594 WITH ANY QUESTIONS ON INSTALLATION REQUIREMENTS OR WEIGHT LIMITS FOR CONSTRUCTION `--i oCiD � CC I— n .. W. 0 co co con O V JI I n 01 0C\I o � Lo Q g _ U 0 Q al h—z o 0 0 I oa co,-..„ E. ingliNEMBENs --- INNOMENEMW T p.,,, HanmiGlobal Partner Y 808 SW 3rd Ave., Ste. 300 \�I Portland, OR 97204 E `FSI Phone: (503) 287-6825 N Fax: (503) 415-2304 N Q www.otak.com s 18056 C18056C700 CV c, W Project No. Drawing No. 07. 0__, Sheet No. 0 © Otak, Inc. 0016 XREF LIST Ltscale: 1 Resc'Ived r C16901X002 v N w N °? m N o o o O L z c 0 w 41 0 0 a >'- ) m �1 r LL— a O o a ., c O •� z w 7 0 `\e1- S o -- o &> PROPOSED LAYOUT T-WWEST BED NOTES 1 ,- " _, tiF SICRMI ECH MC-4 BOL CHAMBERS • MANIFOLD SIZE TO BE DETERMINED EO BY SITE DESIGN ENGINEER.SEE TECH SHEET: 7 FOR MANIFOLD SIZING GUIDANCE. Ur w ��' ' Q w 1 Li STdRMTECIi MC-4500 END CAPS: r DUE TO THE ADAPTATION OF THIS CHAMBER SYSTEM TO.SPECIFIC SITE AND DESIGN CO?.STRAINTS,IT MAY'I E I �J, =��, EY 12 STOKE ABOVE(in) NECESSARY TO CUT AND COUPLE ADDITIONAL PIPE TO STANDARD MANIFOLD COMPONENTS IN THE FIELD, I -. 7`1 x STONE BELt�'VV or) 1rHE SITE DESIGN ENGINEER MUST REVIEW:ELEVATIONS AND IF NECESSARY AA.IUSTGRAD1NG TO ENSURE THE CHAMBER $ V I J❑ w .4C 44 STONE VOID COVER REQUIREMENTS ARE MET, D" 0 c3 ". — • THE SITE DESIGN ENGINEER MUST.REMIEW:THE PROXIMITY OF THE.CHAMBERSTO Tl°IEBUILDING/STRUCTURE NO <C ¢ .1 12,590 (PERIMETER INSTALLED 'SINCLUDED) VOLUME ) I=OUNDATION LOADS SHALL BE T3 NSMIT'I"ED TO THE CHAMBERS.THE SITE DESIGN ENGINEER MUST CONSIDER EFFECTS 1 3 Q ct •o u {pEFIi�AETEIt STONE INGLlJCI@I7 OF POSSIBLE SATURATED SOILS ON SEARING CAPACITY OF"SOILS AND SEEPAGE INTO BASEMENTS, LLI - '; 3,045 SYSTEM AREA ift;1 G� S: CC 255 SYSTEM-'PERIMETER(tk T g PROPOSED ELEVATIONS WEST T BED 0 a - MAXi M'L M ALLOWABLE I DE(TOP OF PAVEMENT/UNPAAVET3y: 173 28 u _1- MOIMUM-I.I .:,Vy`r-SLE GRADE{UNPAVED WITH TRAFFIC 17,4 78 q. Irj MliW,uM ALLOWABLE:.GRADE. (UNPAVED NO TRAFFIC): 174 28 = ' 11 MINIMUM AI:_LO A'.A:E?LE.OR:ADE{BA.SE OF FLEXIBLE f'vE IENT:I•: 174.28 ; MI iI:M4 M:ALLOWABLE GRADE(TOP OF R€GID RAVCMENTI 174.28p. . , i TOP OF STONE 173.28: TOP Or OAC-4560 CHAMBER: 172 i-a u ft 45 q 18"TOP MANIFOLD INVERT •U1 :7; ° T,I 24"; OLATOR ROW INVERT: 167.47 �' 12"BOTTOM MANIFOL iI CONNECTION I INVERT: .k:,7 x a BOTTOM OF MC,4S]O CHAMBER 167.28 Ex UNDERDRAIN INVERTS 16.6.5 . 2 Ti- _ 58.7'7' . .. . .. a BOTTOM OF STONE, 166 5:3 r> 0 C Ix t.: ."L' I TSu V) 4 • It 12p ADS N-1 .BOTTOM MANIFOLD .. I g u ri LI R I€`;1Y!<.RT 1:;55"ABOVE[,:3-IAM.SER BASE PLACE MINIMUM 173 OF ADS GEOS'YNTHETICS 3.9.5wTM WOVEN 'a' (SEE NOTES)SI OEOTEXTI E OVER BEDDING STONE AND UNDER T•CHAMBER FEET 1 in N. FOR SCOURPROTECTION AT CHN Ci) ALL AAr1BE# INLET ROWS i 1 "ADS*12 BOTTOM CONNI TI 4 I, ' • 1:8"CORE END CAP,PART#MC4SSO0REPEISTC 5 �""�"""I Z INVERT gate"ABOVE CHAMBER BASE / I T OFALL 11+1C 4500 I$°TOP CONNECTIONS -. 9 I:.stz I1OTtS), .Q ;s . ,h �,,.• i �'X 1 ir'ADS I,42 TCCA`NIANIFt L€II m OUTLET CONTI OL STRUCTURI 1PEI7 ENGINEER'S PLAt�I) INE a F� M qZ T .;tr AB C A BSM: z IOUI"I,I=T FIvv4 • g w w $DESIGf CO ENGINEER!PROVIDED Y OT#iERS iSEE Ii TES:} ffi fit: SL ay...� I r ' 3 2�I{^,yCORED END CAP,.PAR'#ItAc450R P 4 Ci g 1 OF ALL MO-.4500 4#BOTTOMTTI4:N SAN f ISOLATOR ROWS " :<-.1 1 :PROPOSED STRUCTURE ��ELEVATED BYPASS MANIFOLD g ib . iM 14fAN# tUI INLET FLt31i 11,0 CSS "' b3E. .i J -'5'' (DESIGN BY ENGINEER r PR€VIDED BY OTHERS) Z'I' �r�' ..... w ISOLATOR RE-DV', z Ct \i' .. – --- 2:_. - .II: ~ iy 9 • O Ct INSPECTION PORT d UJ W �t w o Eto m" W z .. .54 ._ _ . 5,1,4IT _ °#. , - 0 0 - Q W OF O CID ~ CC Lri co o+ g L o In QCD oQ coco s . a co ,-, „,..,..„„,:i„,„„„,„,,.,,,,„,„.,,,,,,,, _, .ocLJ vo W (14 HanmiGlobal Partner Y 808 SW 3rd Ave., Ste. 300 E Portland, OR 97204 °' Phone: (503) 287-6825 N = Fax: (503) 415-2304 C www.otak.com N. 18056 C18056C700 W N Project No. Drawing No. 3 ,, 07. 1 S Sheet No. a © Otak, Inc. 2016 XREF LIST Ltscale: 1 Resolved ai 5 C16901X002 tea. NI H y z m ro w a N f o o o ,_ U - a Z 0 cn as a 0 le -a a) Y s• � �Z— w • {n I- a C 0 0 C a •N z a 0 n .., ,*‘`\.- Sd, e3 tv sZ z J rr, PROPOSED LAYOUT- EAST BED CO ; z "' ° n U NOTES z - -2 STOR TECH MC-4500 CHAMBERS • MANIFOLD SIZE TO E DETERMINED BY SITE DESIGN ENGINEER.SEE TECH SHEET 07 FOR MANIFOLD SIZING GUIDANCE. Li.l rh - T. O 4.1 ., A 0 4 STORMTECH MC-4500 END CAPS R DUE TO THE ADAPTATION. OF THIS CHAMBER.SYSTEM TO SPECIFIC SITE AND DESIGN CONSTRAINTS 1T w B U C� Q w 12 STONE ABOVE(in) NECESSARY TO CUT AND COUPLE ADDITIONAL PIPE TO STANDARD MANIFOLD COMPONENTS IN THE FIELD s: [ • THE SITE DESIGN ENGINEER MUST ELEVATIONS AND IF NECESSARY ADJUST GRADING TO ENSURE THE CHAMBER < ai c ` >< g STONE BELOW(in) 0 z »3 P �361 - x 40 gra STONE VOID COVER REQUIREMENTS MET. � � W .,,r,INSTALLED SYSTEMVOLUME(C c I De I if, �0` [PERIMETER STONE INCLUDED) w ',1..,4.54: SYSTEM AREA(ft') 1. 6 SYSTEM PERIMETER Itl ce ee _ 0 'a - � p, ti,s 7.-,-. I� PROPOSED ELEVATIONS - EAST BED 0 i g (t, 8 MAXIMUM ALLOWABLE GRADE I TOP OF P.AVEMENTiLNP.4"�ED) 181>I W3 MINIMUM ALLOWAELE GRADE(UNPAVED WITH TRAFFICI: Iy( MINIMUM ALLOWABLE GRADE(UI PAVED Nn rRAFFICI: T:<;�zh MINIMUM ALLOWABLE GRADE(BASE of FLEXIBLE PAVEMENT(• 17.1::,(y:', MINIMUM ALLOWABLE GRADE(TOP OF RIGID PAVEMENT)! 17 05 `` ss TOP OF STONE 475,05 g c3 TOP OF M3C.455OD CHAMBER. 174:75 w. 12"TOP MA4 FOLL:INVERT: 172,03 V# .P .p to* 24"'ISOLATOR ROW INVERT: 16,925 12'BOTTOM CONNECTION INVERT: 166;1 .15 �s .. ........... ac BOTTOM OF MC 4500 CHAMBER: 159.06 BOTTOM OFSTONE' 968,31 _ g 2 " [[ T e v, 3 4.1 y„ ' . Wt, :p. ..:. 12'ADS N-12 BOTTOM CONNECTION PLACE MINIMUM 17.5' ?F ADSECY111EIG5 31E �9IM WOVEN a:u Q u,,2 INVERT 1.55"ABOVE CHAMBER BASE GEOTEXT-ILE OVER BEDDING. ToEAND UNDERNEATH CHAMBER - . 7..3 e. (SEE NOTES I FEET FOR SCOUR PRDTECTION AT All CHAMBER'INLET ROWS �` 1 X12"1�Q51d-iiT43PtiaNIFOLL� n� INVERT 35.69°ABOVE CH lMBER BASE SMA, 5 • (SSE NOTES) 4 a (V111 0 �� 1 tit 24"CORED END GAP,pARTN MDASSOOREPE24BC Z TFP OF ALL NIC 45QiI?$"BOTTt3AA CONNECTIONS iS a v. OUTLET CONTROL RCiL STRUCTURE -` CD AND ISOLATOR ROWS z 0. r-: (PER.ENGINEER'S PLAN)IPELOCATED] n ` 1 7 o z 1 - __„\\\\_ r MAXIMUM OUTLET FLOW a. CFS 17 51 W W ( ES.1GN BY ENGINEER i PROVIDED BY°THERS) ISOLATOR ROW r + f w 8 .. 1& :„..,, D - 11 SPEGTI N PORT m y, Z ti PROPOSED STRUCTURE IN/ELEVATED BYPASS MANIFOLD n 24. ' MAX IM9UM I I ET 1 LOW 2,p CFS o W IDES 5Y ENGINEER1 PROVIDED B' OTHERS) w II zCt 0 CD IA 2,6 r ^ Ct LLI N . s I.' V * Ei 6 O E _,�. W D zg L W a S 4a J Q U LI 3 N U '�hCE o 1- r-- X U n 01 J cn o Q o41111:4 L 2 U . _ ,._,a C.) c.)— 0 Q a 0 0 1 oa 0 o co -....„ ,.. E. ,:,-,„,:,.,:„,,.,„,„„.„,, I--I W ti a) rao HanmiGlobal Partner 808 SW 3rd Ave., Ste. 300 E L Portland, OR 97204 o N Phone: (503) 287-6825 cq 124 Fax: (503) 415-2304 T0 www.otak,com I 18056 C18056C700 E W Project No. Drawing No. N ,, C 7. 2 O Sheet No. a © Otak, Inc. 2016 XREF LIST Ltscale: 1 Resc:ved -___---- ui O C16901X002 o N a) to z z� N L OO L O ::� O z E 0 (7 ID ( o v r Y Y m o o C In Q O D CI CD Cn C O O N z a) O CO a lvZ J r—) ACCEPTABLE FILL MATERIALS: STORMTECH MC-4500 CHAMBER SYSTEMS ' r MATERIAL LOCATION DESCRIPTION AASHTG MATERIAL COMPACTION f DENSITY SItY \ �4. ki x CLASSIFICATIONS REQUIREMENT o- ca Y lg FINAL FILL:FL.L MATERIAL FOR LAYER'D'STARTS w tU 1— , FROM THE TOP'OF"E V'LAYER TO THE BOTTOM ANY SOIL'ROCK MATERIALS:N�ATIVE:SOIILS,OR PERPREPARE PER SITE DESIGN ENGINEER'S PLANS W 0 0 ' L g D OF FLEXIBLE PAVEMENT.OR UNPAVED FINISHED ENGINEER'S PLANS.CI R.PLANS FOR PAVEMENT NIA PAVE I€,ISTA TIONS MAY RAVE STRINGENT 4 C7 GRADE ABOVE.NOTE..THAT PAVEMENT SUBBASE' SUSGRADE FIEQUIREMENTS, MATERIAL AND PREPARATION,REQUIREMENTS. 1: / ,t, 8 MAY BE PART OF THE`.b`LAYER 1J5 < 7 AASHTO A-1-42�- i 31 BEGIN ptim kcnow mt 24"'(000-mm,)OF. 47. ' #NITIAI.NI_L:FILL MATERIAL.FOR LAYER.'C .GRANULAR WELT:-G.RA? O SOIL/AGGREGATE MIDITUI S, % MATERIAL OVER.THE CHAMBERS IS REACHED, 0 * i STARTS FROM THE TOP OF THE.EMBEDMENT FINES R PROCESSED AGGREGATE. ' COMPACT AD€ I'I`3ONA&..LAYERS IN 12 (no mm )•- m C STONE 4'B'LAYER#TO24" 000 rnrn ABO4'E THE OR MAX LIFTS TO A I+eliN0:-.051,PROCTOR DENSITY FOR SUBBASETOP OF THE CHAMBER,NOTE THAT MA A PART 3 LAYER PAVEMENT MOST PAVEMENTSUBBASE�3FT1 S LAYER MATERIALSCAN BE E IN LIE AASH f'13 fv1 OLL Iw GRADED MATERIAL pRoc �E AGGREGATE IVE 0 A4 I. 3,357 4h 457,5;5£r: 57,.6 ,i7.sl,1 78.0,85. 9, 10 MATERIALS,. f. EMBEDMENT STONE:FILL SURROUNDING TH • E AA MT M43' o f S CHAMBERS FROM THE FOUNDATION STONE CAI CLEAN,CRUSHED,ANGULAR STONE NO .R MPACrIONEQUIRED. _. 1 en LAYER).TO THE C'LIVER rBOVE. ,4. FOUNDATION STONES FILL BELOW CHAMBER A FROM THE SUBCRAaE OP TO THE Fool-1'150770W CLEAN,CRUSHED,ANGULAR STONE AA H[rt3 M43' PLATE COMPACT OR ROLL TO ACHIEVE A 1 LAT cs m J13,+ SURFACE.'° 0 . OF THE.CHAMBER € g u w PLEASE NOTE w 1 ' . . . THE LLISTEDAIkSHTL7 CI[=`a€GIVAT1CiI�fS ARE FOR�GRADATIONS�ONLY. T`H€STONE A,4U..0 T ALSO BE CLEAN,CRUSHED.ANGULAR-FOR EXAMPLE,A SPECIFICATION FOR e.4.STONE WOULD STATE, "CLEAN CRUSHED, ANGULAR NO 4(AASH TO 1443)STONE". 0 I ' Z. $TORMTECH COMPACTION REQUIREMENTS ARE MET FOR'AI LOCATION MATERIALS WHEN PLACED AND COMPACTED IN 9"(23u mm (MAX)LIFTS USING TWO FULL COVERAGES WITH A VIBRATORY COMPACTTOR, _ 9 MA 3, WHERE INFILTRATION-SURFACES Y 13:E COMPROMISED BY CO.MPACTION,FOR STANDARD DESIGN LOAD CONDITIONS,A FLAT SURFACE MAY BE ACHIEVED BY RAKING OR DRAGGING WITHOUT COMPACTION 9. ,5 EQUIPMENT.FOR SPECIAL LOAD DESBGNS,'CONTACT STURMTECH FOR COMPACTION REQUIREMENTS. ADS GEOSVr4THE PICS CalT NON-WOVEN GEOTEXTILE ALL AROUND PAVEMENT LAYER(DESIGNED xii y. CLEAN,CRUSHED:,.ANGULAR STONE IN A$B LAYERS rf BY SITE DESIGN ENGINEER) 13 i. N, , PERIMETER.STONE. ;, ra ea6 l M pus€i R t&bYSr� tr,�n�.Y;JCX411; 24- 1 �n .. . .. V / (.SEE NOTE3) i 1,. Y J ,i � : KK - «u ro+aa Ei malt 1" MN' MAX Q 'ice , S A F w 6-5 -7F:r x " n T2"#nomr-q-,1 IN '0.:Iii:,.:4'., ,:w0i. .,:Y 1; vilistIvbev,:-1- liksk, .4,7.44--;-,'f-B '''). 1`Akc'' 'W''' "V'''''Itik A'''' et* EXCAVATION WALL ', ,.:5e. j A' 11 1 ,i 1 (CAN BE SLOP` •CR:VERTICAL) 0.. r i�1 i' t. : ,f ', "ii' +- 4# 1: 6iT" w'7'''.6:;7 {/` f i .I ''40, / i Iy '0l. i rIR:: t .1 �js i. SI[., k ., 1,'I a krif-Tii rr .'�, ^�. Z i. _ • 7 : . ,: : ...,! po !: ,1 11' i' r . 1 Ail , • It . : 1.. ,.x.11.:1 a I Z I— x I�. t# .. - I t- f.x. I -1 tal�rA 41 - 1 •g...,-...- DEPTH T I t STONE ~+S DETERMINED ' l.J..) 1, I ..., i •11:-'1 ,I� s I ii 3, t ;:.° #° -fi Fl:,-.-;,,,-, :lil t ? rl „. .• „-- �-1T•"` 1 T <€ xi• BY S/TE DESIGN ENGINEER 9 (230 m?Y)MIF+! - f . L 12'(300 fT+rtt)MIN —.' SUBGRADE SOILS 23C m`MIN 1OL"(2340 film) 12,E(3C�r mi Ty'P END CAP (SEE NOTE 4) I - -V [ i n :ii- 0 Iu II D IWTE . , ix Q o Z o E X" 1;, �I 500 HAIVIBERS SHALL CONFORMTO THE fREQUMEMENT'S OF ASTM F2411;i`.STA €DARD SPECIFICATION FOR POLYPROPYLENE(PPI CORRUGATED WALL STORMWATER COLLECTION CHAMBERS' w o Ct �, x L i d W '< MC`-TSfIE1FIP,IFSERSFIALL BE DESIGNED IN ACCORDANCE WITH ASTM F .dI?"STAI+EDAk2C1 PRACTICE FOR STP.UC TURiIt C3EaIG. OF THERMOPLASTIC CORRUGATED WALL STC1RDtIV1T1 R CC7LLI TICK Ck�AhIBEtS,' q c' 3; 'A'ACCEPTABLE BLE FILL MAT RIALS"TABLE ABOVE PROVIDES MATERIAL LOCATI S,PE.SCRIPTIONS,GRADATIONS,AN'CD COMPACTION REQUIREMENTS FOR FOUNDATION, EMBEDMENT AND FILL MATERIALS `` L;' EI C E 4. THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR ASSESSING THE B AR RESISTANCE(ALLOWABLE BEARING CAPACITY)OFTI-IE SUBORADE:SOILS AND THE DEPTH OF FOUNDATION STONE.WITHA rT, O Z z C`ONSIDERATICN FOR THE RANGE OF EXPECTED SOIL 141OISTUF LONDIMONS:. w 5, ONCE LAYER'C'IS PLACED,ANY SOIL/MATERIAL CAN BE PI-AI:EON LAYERVY LIP TO THE FINISHED GRAADE.MOST PAVEMIENTSUBI SE SOILS CAN BE USED TO REPLACE THE MATERIAL REQUIREMENTS OF LAYER rCx Q it a OR`L1'AT TIDE SITE DESIGN NGINEER'S.DISCRETION, J 5, PERIMETER STONE MUST BE EXTENDED:HORIZONTALLY TO THE EXCAVATION WALL FOR BOTH'VERTICAL AND SLOPED EXCAVATION WALIB SHEET OF .6 �-4 E"'I Fw- U C' ~ fX in oa. Q 1 L E ., ›-'a , )_ CD 0 Q .t0L. 1_0 1 sa O co .., H ;,.:1,:3;a„._...:( %%Iwom 0. r24 SEEMBEIBEELiT HanrniGlobal Partner Y 808 SW 3rd Ave., Ste. 300 Portland, OR 97204 E Iii Phone: (503) 287-6825 = Fax: (503) 415-2304 O www.otak.com 18056 C18056C700 0 W Project No. Drawing No. N H 07. 3 ;6 ciD Sheet No. a © Otak, Inc. 2016 XREF LIST Ltsccle: 1 n Resolved 6 5 N o Cl 6901X002 _ z n r •- ro W m m m U 0 L.- 0 0 0 Z 0 r a) 0 } Y o!o U N L W 3 cn O D C tT O 0 Z ev m 0 n ON'\- se • • lyi COVERPIPE CONNECTION TOEND 1- d �u� Z �c� , r� OPTIONAL INSPECTION PORT Z N CAP N 'ADS CECSPeliETDCSb 62T ' r : �r •c. 1.1.11.1.1 SS��JJ La) ffv W U r 1�•' Y9YG� VCMITpWF QAC AMBER M 15¢O END CRI I Y Fm- �r� w\ � • 3� • ' 2a y.a . W I 1qco".p,i,n5 1a( W : .. •su: • xw ° ,. ,T1 � 11rCa HIGHLY RECOMMENDS . rt /gf .-",,,L114- F °i® .'4r e_r,� fK%r rf/ '' f if//,. :' Fs- Et m — T] PURE INSERTS IN ANY UPSTREAM ..A - v,smc».F Yt5w ° $ � niNt " ;M: "^ ;;.:.r, . � g } r : y sa . ,,ea 4.it : r > " a, v ? . ti " a• � , +e ;axv. `'�;' 4 ra =F aM 'hl, 4 A �rK ` '; :- Ll S 0 c STRUCTURES W1T1"1 OPEN GRATES `,ai', f • ;.,ea r ika H'• rr ,a• •f'a : 'x.s u z '; `rM2 �aya ` b,n s "Z4 , 1 > 3: iF � € 2ro a.s s >x" " vuE.Er LIT p 4 i C. � s7* --.�� ,,,,. r 'rx� f , �r,,:a:. ,x \ a> :w 'aa : a�J • . a �_ .;° ek ',,,,.:,,,,"=- ;.-e.- -.: 4:.::''''.4:::4 "' : C.. Q � . l'' E ro 2V .:'t ,'0* iiM kf3 xia l : _ & 1av } }p � E • 7 , uA5 ;� i-.,...!'.!: .:.: ::'..,:....4 ". " a2a *, "Saa , e, 4; 'nd(kMskk% •i#,. � kA0 ? - . - . x3 : , . a u ''''t".,1%.•• •41i:irt:' ''' - Y TA A:. *4' / ---•...,,sr:::.41,-,1,'•$.: 1 < 3 er'sw,-...1g, _.„,,,.- FL 7-I A ,r1,...,,_ .! . ,,,j-} 47'. t-- g''...&A V,...':'. .ft, ,P, .- ri ft.,---....1„,. ) 0 CATCH BASI I 4 I€ .I I , ', , 1. OR r.,,rr 1;, d v 15 MANHOLE LE X` 4 I Is yrs*'F' y, I . , p I CHriithlt i . , ' ' ' ':,, , ; ' J ' . 1., . :: ! '. . ,, ': ', ‘ i. '!,..1-2,-,.?., z 0 1: V .*•.4itt,fdri - :. : :. I I : , : : : r 1 . ' . -! ': ''l 11 I','. SUMP DEPTH n31:1 BY % {24"113013 mm)MIN RECOMMENDED SITE DE.SIGN ENGINEER. L 24"(613,3 mm3'HOPE ACCESS'PIPE REQUIRED '- TWO LAYERS Of DS GEOSYNT'I-IETICS 315:WTM WOVEN & t USE FACTORY PRE-CORED END CAP GEOTEXTILE BETWEEN FOUNDATION STONE AND CHAMBERS z PART#:MC4SCAREPENBC 101,3'{T.1 ml MIN WIDE CONTINUOUS FABRICW'iTHOUT SEAMS a E. a , � ° ten. S MC-4500 ISOLATOR ROW DETAIL.. E k r (i) J INSPECTION & MAINTENANCE CONCRETE COLLAR • +--- 1 "(4SO rnrn)Mti lMIDTH! a," 'CONCRETE COLLAR NOT REQI IREC1 11 Q STEP 11 ENSPECT ISOLATOR ROW FOR SEDIMENT PAVEMENT /_1 PO UNPAVED APPLICATIONS ' - ,-.1 a� ' L A. INSPECTION PORTS(IF PRESENT) �. g .n A.1. RE VE/OPEN LID ON NYLOPLAST INLINE DRAIN / , d I } ,2. REMOVE ANCLEAN FLED4STItPu111E..T1RtFINSTAjLED ' ,1 i*; .# r/1 �;3� USING A FLASHLIGHT AND STADIA ROD.MEASURE DEPTH OF-SEDIMENT AND REtOr�D o MAINTENANCE ;cst� , .,,•,- �� AA. LOWER A CAMERA.IF TO ISOLATOR ROW FOR VISUAL INSPECTION OF SEDIMENT LEVELS(,OPTIONAL) f + .; Z AS IF SEDIMENT IS AT,OR ABOVE,3"1 tOO,rlmml PROCEED TO STEP 2,IF NOT,PROCEED TOS!EP 3 L = q - t ;- ROWS ^'`c B. ALL ISOLATOR CONCRETE ALAS 13 � <:s.} `� w, � �P Z 18.1,. REMOVE COVER FROM STRUCTURE AT UPSTREAM END OF ISOLATOR ROW (200 VII)MIN THICKNESS •• 1?"(3 mea Nt��LOPI As'T INLINE G' �— y €BRAIN.BODY W)SOLID HINGED 'USING FLASHLIGHT.INSPECT DOWN THE ISOLATOR ROW THROUGH` OUTLET PIPEyky3 ti- R rT� Z i) MIRRORS ON POLES OR CAMERAS MAY SE USED TO AVOID A CONFINED SPACE rNTRY 1 £i E s COVER OR CRATE ,� II E ^ LU Il) FOLLOW OSHA REGULATIONS FOR CONFINED SPACE ENTRY IF ENTERIN MANHOLE ? � '- PARTO 271 G6IP' a. 4 ,,, 5.3. 1F SEDIMENT IS AT,OR ABOVE.3"(C mm,PROCEED TO STEP 2.IR NOT,PROCEED TO STEP 3. r�Y ( , .`_11 j° SOLID COVER: 12 C` C P n ORATE 12S9CI S ;� L STEP 2} CLEAN OUT ISOLATOR.ROW USING THE 1ET1IAC PROCESS FLEXSTO1'M CATCH IT -• r A. A FIXED CULVERT CLEANING NOZZLE WITH REAR FACING SPREAD OF 45" >1 rnna OR MORE IS PREFERRED PART1 E212NYFX ,, y sit I mo S[5R35 PIPE rt I't1 B. APPLY MULTIPLE PASSES OF JETVAC UNTIL BACKELUSH WATER 1S CL EAN WITH USE OF OPEN GRATE - ,` r C. VACUUM STRUCTURE:SUMP AS REQUIRED /'yl E CO -41 r fi+d +k5F2t3 CHAMBER Z ,-41 I"'{154 ram: INSEFtTA TEE. ^ •� 4 Z ST S=3) REPLACE ALL COVES;GRATES.FILTERS,AND LIDS-,RECORD OBSERVATIONS AND ACTIONS 1 ? D PARTV 6P2#1 STIP' r -o- INSER.TA TEE TOSEEt STEP 4)- INSPECT AND CLEAN BASINS AND MANHOLES UPSTREAM OF THE STORMTECH S'YSTEM. ' 1N VALLEY OF CORRUGATIONS S 1 Q Z �/ r NOTESi 1 USEFARM' TO ORDER AL_NEC CAN SARY X.s 0 cp • 1 8 0 CC ' I �� , l�r�>P0�IE�Drs FOR A 5�1.1r.�LID � �.�I W ,� I. INSPECT EVERYMONTHS DURIN Ti11w FIRS YEAR OF OF°ERATIO d.:ADJUST THE.INSPE' TION INTERVAL BASED ON PREVIOUS i INSPECTION::Ir 1N OR t INSTALLATION ? a�� LiJ u OBSERVATIONS OF SEDIMENT ACCUMULATION AND HIGH WATER ELEVATIONS. 'r lln ---.7.'„ . -_ 5 it E 0 o 2, CONDDUCTJETTINa AND VACTORING M1Nt1,AI:LV OR WHEN INSPECTION SHOWS THAT NECESSARY. MAINTENANCE ES ARY. rT� 0 Z z '”" z r §'6 W o ;.f m MC...:4500 6r INSPECTION PORT DETAIL -- .f2g2 c24 U NTS SHEET Q Ill CD ro CC Jo � 5 CI) o 4o J Cl) 0 Q ......5_ Lo � Q � oQ 0 in fo o co _s a ,,, . .,,,,,, gitgan .p im i 0 Q HanmiGlobal Partner Y 808 SW 3rd Ave., Ste. 300 � E Portland, OR 97204 Phone: (503) 287-6825 o Fax: (503) 415-2304 i Q www.otak.cam '' 18056 C18056C700 Q NProject No. Drawing No. CV C7. 4 Cf.) Sheet No. a_ © Otak, Inc. 2016 XREF LIST Ltscale: 1 N Resolved 0 C16901X002 o w z to M t g o op o v z E 0 2 a) o c 0 a } a ca U N t 5 C 1/� vCD.47 (I)0 0 C cp Zaat m 0 f� �'0\- Sd. o MC-SERIES END CAP INSERTION DETAIiu. 4,,... W� a o -, NI ' it TECHNICAL SPECIFICATION' ro CREST . ' : , C-:,STIOR ZiT >WI� Nt cAl T#1 tlf I €6. € S _. � : ie" C vi FFA; EB APER JOItJTil' .y.': 3 .. ::_ii" ,00 olTi r -DRESTI CORRUGATION l tkin O W ,. IIN I�Af Tial . , ..it. 12'000 fr3fa4)MIt I:PiSER ON �. •;-_,-.,.. —:, .k ', v N sas c+ • ' - 'f 0) 0 :A. A: ; : f,` J F "` : \1 PP''---' '. \ 3�` 1. �i� f ;,II E b h 'l. ' C'�1 'S:^' ;+f , . , MANIFOLD STUB i.r111 :. e- i ,7 f: i-A I _A , ;t r t4NIf:< READE „ . ( : -- I -, i, , ., (1 :, ,i ii , . dR :: - 3 , ,- !' It' . • it - - ' t CI' lle - - ' T 1•„:'_ 'i„:0ii ' .,'.:ii . :„ it i '•- fil :''-• 114C11‘ i .i if-- • { - ' �I a LOWER J�C:IJT f "1'2 q fILC}S §,Sd II1'i Ii . 11 E.CTI. ltd 1,L11J.11 is r3ts�rir) ". I . 't l tTiam„,,,. ..'11 I ,t,'4141: • ' :'l'' a1I i. �I '' . I+At IFOLD HEAE ER ” �. w...,<,,, J h: r. r1I;III"{51 I as l tS Ak.lialsoietwomiltasc!A63 -iir 4 \\.;.1„._____"„),,. _ v. :::. _.„______eefff LT,. .- , ; i - '11227 rrtml _ 62.0' �'' ; ■ 0321 forKi, INSTALLED ,..a.,. _.-2"(300 12"(3bCt INSTALLED • ..akl+ SEPARATION. f MIN IN E TI ON � v u g,' NOMINAL CHAMBER SPECIFICATIONS .r, SIZE(W X H 'INSTALLED l ENGTt-I) 11 6"*Ia010'X 4 s.3. { 5411 mete*1524 'on A 1227 rat oN .;,0-., 's47 CHAMBER STORAGE"' 106.5 CUBIC FEET (3:I01.ml' - ' k -_v:. Q - N4"�TE 144AI�;Iti":QL< ; T1 a MUST EE LAID t'-S RI2I NT L MINIMUM>IN sTAti. o'STI SA'oE� `1.62 Colic FEET (4,6i)srr;} \143, FOR A PROPER FIT IN ENO CAP OPENING; WEIGH°! 100.01bs, 5?:13 \ g, > 0 4 NOMINAL LN0 CAP SPECIFICATIONSIf 3 I E I XII? lNSTALLE i EI T ) ° 01;27` :4' X 30:7'" (22'91 mm X 1009 i.X r S1 mr- ) ,, i i {1) END CAP STORAGE. 35.1 DOB-IC-FEET (1.131 rrr:?I [jIle 3�3J-1 _ t t.7:_ _ MINIMUM iNsTAL SSTOI AGE' ioa 8 CUBIC FEET 13,[05 e1 1 !1 :WEIGHT "t35.{0 Iles_, 1 i r.22.Etg) t 3i.Fern 1 . 6 11 a - Q J fit r7 L *Ay. �3M"ES 1r{�frarftj sTt�1'3E.ABC9VE,.�'°42zmm)STONE FOUNDATION AND BETWEEN CHAMBERS, I ,� .� ,2",.mm)STONE.PEI IPVIET R IN FRONT OF'ENO CAPS AND 419%S 1ON# PORostr': .' f. f ° t::-.1 Q STUBS AT ea-richt OF E.ND:GAP:FOR.PART NUMBERS ENDING WITH 'B I? k z STUBS AT TOP OI END CAP FOR PART NUMBERS END/NG G WITH r _ ' r 4 o PART ' i . STUB B IC .y; r ! 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SOI 47 MITI) �.. .Ja 15 t ...... �.J..� �"L I r` 6 �113IwEPE £6C , f 3c"s Ilii a �ri} --_ 3,..25">83trtfi = t ua Fs,9+;;ooti#1ErE t :K. 42 . 117 0-rrt at — .3,55 (911 mrt it) < 11. - 0 Z NOTE Apt DIMENSIONS ARE 1�d3I'NOMINAL- : - O o CUSTOM P E d:IREt9 INVERTSASE€aV+ l€PALE UPON 1 CLiIx T iN4+EIdT$3R1E MANIFOLDSINCLUDE 1,:•,.. s I.s 1'�1 Q c '2 240• (:3104D1 mml sf ON SIZE AND't5.48 (375.1200 intra)ECCENTRIC MANIFOLOSS: v ..1 111,:di:JCUSTOM Its JERT LOCATIO ON THE ruff 4 f EN.O CAIS CUT I'N THE FIELD ARE I' OT RECONINIE.NDE?. -- --- - - SHEET U FOR PIPE SIZES GR EA TER.`THAN 71"['2 se mil) ok, 1�� Ld THE INVERT'LOCATION'IN COLUMN`5`ARE THE 4 1 4 EST FOSS I LE FOR THEE'PIPE SIZE N 0 Icoclh C\1 038 Li_ 0o cp � o a C) C.) r) <c O o 8 o a II ou :.i hy�l ti: ti to <` . uo ;14 HanmiGlobal Partner Y 808 SW 3rd Ave., Ste. 300 „ Portland, OR 97204 L Phone: (503) 287-6825 N P4 Fax: (503) 415-2304 0 www.otak.com I E. 18056 [18056[700 w Project No. Drawing No. - cs, E4 07. 5 Sheet No. a © Otak, Inc. 2016 • . . . ; . . . u / - . a . TYPICAL PHOTOMETRIC ISOLINE VALUES ea 0 4.7 . IN FOOTCANDLES(fc): c m 7-171 „ tg i nu 1,, 0 c ' 1 .--- pL --- 1 ., ,.- ..n- .;;J3 i L • -.....„-- . e, PRope,, 0 -7 ,- 0 . _ ••%, ,,,,,...... 4i; 1819 ir • ORE $ ' . --;‘, . *4011110, <'. 7 . ' r. I . . . 1, \'i 'ib‘11 .. -U,te'l.---414-41 ,z' . , -—[- — c) <:7____. _. Aiii., i ,N4pr _,....—.4_____I+ ollao„.•.-404‘..... ..----- V , It) T - - ._47, 1 44. L----1 ,, i RANK‘k( EXPIRES 12/31/18 ' 1 \s, t .._ • ) r . -__.41,.....___ ,. ,--,----7-7-7, i -- , r , 1 L , h . . , , ' . . . ________,.., _4.-4, -, r.....,...., - - --,-1- .-.---: 1-- L , , H ' , r . .ii L t i 1— FT r -11"— - - 1 6-./tj)___i ,,-- 1 .,1 4 , ,T 1 : _ Fru [1 --------j [F1 I I . I , - . . . ' . IIIW , , :i ,' !! ,I W83n.1$ ..c- iz ii6 s Z ' I I ' t111 gab 1 i V Z ' I — . oll - , x '-i . • 1.11) • i . . , - , = -..,,,. ...!. -2-•41. 4i, i. • 1 , • , . ; , • , ; ! , ; 1,, . li!' i ,; 1 , " 1.---- ----. 129111 . .i • .... . . .. c•C [ ., ] • -1.. 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E".4 , • TYPE A: , NEW LUMINAIRE PROVIDE 67W LED COBRAHEAD WITH 30'MOUNTING HEIGHT. PROVIDE 35' . . FIBERGLASS POLE, DIRECT BURIED 5',OR EQUIVALENT PGE AND COP APPROVED 30' FIBERGLASS C4 , .. POLE ON CONCRETE BASE. PROVIDE TYPE II, LED, BRONZE FINISH COBRAHEAD, LEOTEK VA . f3.4 HanmiGlobal Partner GC1-40E-MV-NW-2-DB-530-WL-PGE. PROVIDE 35' DIRECT-BURY POLE, BRONZE FINISH, SHAKESPEARE • , • BXT3599S5BL9901. PROVIDE 6' MAST ARM, BRONZE FINISH, SHAKESPEARE OPAR-6-BRONZE. . „,,... 808 SW 3rd Ave., Ste. 300 ' . F/ Portland, OR 97204 TYPE B: EXISTING LUMINAIRE: FLAT COBRAHEAD WITH 49W LED LAMPING ON 30'POLE, LEOTEK ii Phone: (503) 287-6825 ' ' , . . . GC1-20E-V-NW-2-GY-700-WL-PGE. Fax: = (503) 415-2304 C) Inrw.otak.com • . . _ TYPE C: EXISTING LUMINAIRE: COBRAHEAD WITH 53W LED LAMPING ON 30' POLE, LEOTEK 18056 - . STREET LIGHTING PHOTOMETRIC PLAN . GC1-30E-V-NW-2-GY-530-WL-PGE. piT4 Project No. Drawing Na . . E-4 IP- 1 . 1 . - ... U2°1-I Sheet No 1" = 30'-.0" . 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(,JI ,, ,- , ,, ,. ,.. • •.2 ' 5tizr7)?2 •Likki( *//rt '5 \1 1 1 i 1/PA\ ik • I'\ "-\\,, iii,/,„v•loriva' lik . vow.i'‘, ,. w . .._..... --, /".11' .\.' I ii PITI1:14 '''' fr:T7 ° t. ...e t.2 ..3. t.o ---11...• ti.t ..27t..; ..2 $. t.„.;,/.1e1 D.'? ,4- I 14.1 15,5 b. tor t.0 1.5 --.., ...- -.3•7 NS 14, 4110 ---• --- .-- J 4 1 \\II //'Z ---___:„. ..,"<-- • _ . ....._.....- liii 10 °.w // '1 \ ' i ‘ tit C-71/ -4.44.747--- . ‘\\Ettr; • •04 , .* I 111, Zi \\ y/ • //1-.."1‘\\ /1611 • = _ . -- ,..".,/ = 0/ 110 (1111:1114 ... PT ° 0 IF-.... Prs'i ci 0 = .. Luminaire Schedule r.4 IPs° erion4 cl yowl (...D Symbol Qty Label A_ rrangement Total Lamp Lumens LLF Description p lik-- - A*-0 11 DSXOLED_40Q_530_30K_T3M_HS SINGLE N.A. 1.000 DSXO LED 40C 530 30K T3M MVOLT HS -. C Cr) /- C\2 I--- B 1-0 1 DSXO_LED_40Q530_30K J4M SINGLE N.A. 1.000 DSXO LED 40C 530 30K T4M MVOLT C46-0 1 DSXO_LED_40C_700_30K_T3M SINGLE N.A. 1.000 DSXO LED 40C 700 30K T3M MVOLT Li... D K) 3 WST_LED_P1_30K VVV_HVOLT SINGLE N.A. (....D 0.900 Type G1 E K) 7 WST LED...In...30K VF_MVOLT SINGLE N.A. 0.900 Type F3 -...1 F 1-0 5 WST LED J23_30K VW_MVOLT SINGLE N.A. 0.900 Type G3 C\I ""<11 1-..... _ v) .-----s 0-2 1 0 a :4 iniorl . R.. w . ca.4 HanmiGlobal Partner C/) 808 ST 3rd Ave., Ste. 300 1,, Portland, OR 97204 Phone (503) 287-6825 Cg Fax: (503) 415-2304 C) winr.otakeora .. SITE LIGHTING PHOTOMETRIC PLAN 18056 1" = 30'-0" 4,1 Project No. Drawing No. IP-2.0 cfl Sheet No. 0 Otak, Inc. 2018 i / ,;41110: NOTE: i�p01b7iVe/ \P /c//''''l / / 1. SEE SHEET L1.4 FOR PLANTING LEGEND I1. 6 /��'0 rrlir�,if a. �� ,I' 7/ -i 2. SEE SHEET L1.5 FOR SITE DETAILS �' o � �� ,✓� 3. SEE SHEET L1.6 FOR PLANTING DETAILS AND NOTES N pII��I►•►►` c�• � ;%I// '4. ALL LANDSCAPED AREAS SHALL BE WATERED BY A FULLY Z / a6_!jt►►j:/ttli � +A+ j AUTOMATIC UNDERGROUND IRRIGATION SYSTEM EXCEPT AREA SOUTH N /� afiOQi��`:I/r��►�/, l OF WALL WHICH SHALL RECEIVE TEMPORARY ESTABLISHMENT o 0 ��I�'�I►��,`'�1,��►�/ a4' Id 1 IRRIGATION. 4. SEE LIDA FACILITY PLANTING PLANS SHEET L1.2. " 1 --/674,411.01 I 1 i it : , W ___A------\ \ 1 riMVOTA ALTATA417 ' /1 ir 12 0m o . /A , +' 111 01/►1/► / w.P t 1_, 3 0 5, cn Z m O 4+00 • • OAK STREET — __ ___1=____ I o 5+00 __ - � .�' 44 I r— SIDEWALK PA VEMENT r EXTENDS TO WINDOW L BENCH A T FRONTAGE, 8+cc (3� S TEk - ' BOX, TYP. SEE ARCH DWGS. • - di- _------ fi / - - - _ _J/ -_._ u�r� ...._— i ; :3H12/31 �` — TV I r : .. , . .:..z.) ) • . im V.F r e4 #' 1\ a •� ..•. . • a — a a� 4`A•'','i�.i � y/: r , f ' I _ `��` REGON iri • • a9� . •;/ �. � . Y,H,,��wt Ol� ° . d � • f=_s ' . -- e e~ 77-11--- -- -e - ---��r.. _._ I --;....,---:,/,,--45.-.._,-./.=_--__. .a. .. ,.� .� � t. ... �.�0//) ` ivr v � +_; .,i .0- . . , d 12/19/89 .�� +:L��It�� ide d /fi -41I#_ a a. a • 1 /i' 1ter sei0+a ,d a 1�T,f�: �'`') Lc�:� TuLd �'�1i ®4? 9 i�: '♦♦ .. ��` k,• • �Q= �.a • � i; t •ft� � : i� . �cs�.=I� p ( �a�. t • \\�OOOVO ° ` da i, a . 4� .11, .4.- . IOV ° V� �� V �1�� ! . 3a . �V.s� st \ 3 * � � 9_�s . a `,J 49 L &rat�-. - it 4 A.0ii 0 •04" ON ♦� PO ,r, _•'I _ ��lO� i . : - � � — te '' > I►..` l - eROW 0'0f _ ,_ ! � A "-& ,�h,_ r♦A0` �, � s .A0 °.�� ♦ J1 ♦••a . 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LANDSCAPE POOL ENTRY r z AREA (TYP.) - ll 05 I PLAN SEE I"r 1 FROM BUILDING A i SHEET L7.3 - ~ I ` I 10 a - ' I /- r L.. F' [ I0 '� i t v! `-1 1 1 1 1 1 1 i I I,1 1 1 1 I�I 'IIr1Yli:' 1 IlIIII11� 1111111-III ■■■■■ ■ a f. � L --1 ',ill' 1 1 1 1 1 1 �117fllld::,I■■■■■ 72771 � �J�]� Env, III I lour■, ;r€■■■■ : FENCE A T i ' I ' r ■■ x �� f -■ ■■ POOL -i : 1 ° € `1 I I ; , I i GATE TO POOL ■■■� ■ , __. I ■■u. € couRrruto ;I■�■■ AREA �! ^��_ , -.�1 . - AREA ,�-.■■•I► llll�� 5 - ;€�■Ii• ■■■■mum�,. / I „�rri q , '� ---,„---: 11- c .I >t11■■771:,",,, _� f1111C:;:.k [ I I I I;1114'''',.:11]'',„-''''' i+ I ► \ �_ J -t_._.._l.. _ /1 U � JJ(7- IIWfOCtf:f : zTRASHI'' --ti_A d_ �'7 l ! 1 1'�� ? O ,anIliIIIIIIIIS 3�I: t�1IM1111G�11' '� I I ( I I I}. Ely36X4S AREA ` CONCRETE 1 r1 :'i': ............. .._.--- -. OF ASSISTED lllllllllll ii it+n II� rtPOT, TY .�► � I I0 :: - 11 rl10 1[11] O RL SV V E ■ t Y.■1Rl■Ni■i.■■.■ '� .!1111/ 1V V .,......awl a1m�1�iN11R.. ilne �, �` 1 V/11 � POOL ••■� I ' ,,,,_,, ._, : . I � . .. _ , / - S ..--. ') , ...:, u..1uram■u 111 ■.. nm . ■w.w l 0 � � a 3 ■■�rllllll:::.... 4. , ,.. , ::: ' ' I] ilnr . BAJA SHELF :,. i a E-4 a ! ium • -,, , . _ _ , . , ..... ( / Q ti� I llin C . S ' ;::'. '+ _V )... ' 6 UNIT PA VERS / Ng �.. 1.,'.:,:11:::::::::2 J-4 } / ! Fi .„-------- .••• ;‘,, itik 1\\ i i �i _4, _ I1;01111 •_ STAIRS WITH TH r:•' r r '� ji Pk I4 �. l ii ( HANDRAIL €€e;;agn��i■ I _ mum- i , 1 . STAN c:;;...■', POOL -- ` , { 1111 j ` ! / I I a a `I / / / i as■i r �.4 �� I - ;� • (i/// ///://, 5,.///- ;� �f! b$: i I �1—fir _ ►� ■■■■ e \ditil YYY _ ; ! 41I� , GA TE TO cr=mI�M�iil I ■r ai I.- > 1 I I NMIi (24 — I _./� �., •� �rj��. 11 ...__ .� I �, gi F l� I 1 I f.l I L 1.,�, ' P� _ - I_.. ■ 1� ■. ■�•�11 .741\. ��1656 I SIDEWALK ' ~ I� �� a 0 I •: 1- •..w.�.��•::�i�.��s��.•r�... ... 1� l 1,7�1 I I I i': i i►■ •�Ia ■ / / rII'a , EIEC. / °y s.. „ J..^._. n d ` _..... �l� a a a s ° a :/: a • d�,; 1♦ d 41 / Pa 0,./.f. i .,% a'sop% i a �,I2778E / II f ., .'+.S 4 - - :s'C.kK-r4c � - / / f a Air_ . t Com _COMMUNICATIONS • ` rr- I: LI (f) it ift ` 1��' EiV?RYii00Y I / 4‘ II -iiingy �� '' ,,,,, /7, 0.4t#7 ,,, ` , •••A \ 111)W\ Mk r ' 4 1 \ 6±-1 H._._ ;,:s.- i .. avara!'dIpyrr E.1 rr "11111 . I - 'Ai p k�/ C24 IY‹ 4 i �.� �` ` 4' CL FENCE I �� \ I ti 1 // , \ \ \ 1 r ,14 y, �� A T WALL - `-' .... / ,\\\\\ /1 4)----—------ \-\ ---t--- c\2 A d 1 k '44-14VriSlyt / ...,- """.....,„ ' .,N,' j.,1 -- ..--- *---......... ....,:`..\ ,,,,p,/ ,,, , co W.'•o � - ..... ... .. -- 1 '` 0- .i. . . # N '_ _..11•0 • ..• Miii [ _I A \ lL 7 4=1 .rte _ i y ,t, 0 upn __________________.:_ __,--. q_iiii„. 2-__________ ... _ .. ___51W_______I---:__fitil4‘t .1.1441.111.*1:.'':-.t."---4:""-- 714:' j\'''-'\i''' Y--"(-'• '''Y--')1'• Y.-- .1(44'"" '.4.._4 '4.NP.. "4: 4F5'• IQ". 1-;.*:1:141.:Y4! -Yz1:' . 4 '....--........ ......... %A_--11 _11' : 1— aIV vMIKW/11 f \ \ \ \ / 1\1\ Ca — \ \,</ \ \ \ i / , pi \\ I _____. , 1 1 0 a ,,, .., . " ;to, , N\ , ___ _____ _ _ __. __ _ _ __ :: ..... .......„ _ ,......... . • Ni \ ' 11/ ,,,,„ ., .:,. _ , ., , , i \ \ --1 1 .•• . ______ • \ \ ._ -0-4, - . \ \ ,i I , ____._ ///„..- .....„:„\\ , ..... .........„ , , ,,, • . • / ,-- _ ‘0_ \ /2_ , .... -----......\ „..., 1 „ „ ....... ... .. m./7/1„...., 'mi. % .. ado r 1 r •:..\:- .41 I�+ l , \ r� / 4 `� :040weib..... \ . or , Ck4 c .. _ . . _ I f \ N ` \ i `„ , , \ i / I \ ,,,,, ,,,.,....... ,...... r / �� 1 ( I r 1 -,,:i/_. ��____ • __ ..... _____________ �� +�. 1 1 ...,3,.. _ i \ / / , / , .... -........ _.,_ ‘. , a .. N\N` /// \)- -1./ -- --, - .„,,,,, 4, / , --,‘_..., -N.-- --, ‘ .; .T4 --_____,.... ......_ :•,... , - \ \ . , , 7./ -....... \ \ fN i '� •ii. TA\ r' 1 HanmiGiobal Fortner 1� 1 N"\'/ 'XI_ 1 0 808 SW 3rd Ave., Ste. 300 / ! 1 1 / r / \ 0 — Portland, ! lOR 972Q4 l ' 1 r ... 0 1 l ft ` — n �i Phone: (503) 287-6825 o _ _ \ F M A L EL Fax (503) 415-2304 Q� I p [� www.otak.com N ^b 18056 8056E-SEI N �\ 0 •T• Project No. Drawing No. , „.„ H L1 . .d, DELINEATED WETLAND1 -.\\ . 4.cNi r, cn '• • H. BOUNDARY ,� ' Sheet No. Et ` w..... © Otak, Inc- ,2016 i 4 LIDA FACILITY PLANTING PLANS ----___ ------ ----... ::: ____- _---,:c7-__... . ti---=-- _:- -: ,_ — ---- -- — — r OAK STREET r` r SIDEWALK PAVEMENT BENCH A T FRONTAGE, 11+00 0 5 EXTENDS TO WINDOW SEE ARCH DWGS. �, _ `, .. ' ! __.. - f 7, -- - BOX, TYP. PEDESTRIAN —... .._.. - ----- 1 - .._....._ 1- - I - ,� ` / I - ---- A C _ M N \ • ��,� - _ — aim. ------- - _.... - _ _ o E m - ,:-'7+7.4-4.---_, —f 4 _ —_ - - rz aa2�& !17 a�C%L �'Y, '�.IFI �( �� € — Z - - ( w o lir I b - - `i � ♦ f D + •�,44��.�, , 3k: .•,--- �.,� "a � i ��!♦ <:90,sii,,,,,,,19, • ►��N��w �� g-, 178 �, r'!�! - = - - ,.tI 1 . . t _t ‘�� _-> -may. . ,, ♦ T.��te0.4. O'CPO. �.6i*0p;.p;p,o =v 40. ( = ,�, .A- �." ,.�►�� _. . ° ;. .�� ,�� .•�� `r ' ♦ ♦ 0 :� � � 1��15�1.�Q.D} �� O)Vit,,O�'4'a�j� t ' k a l ,' ~, a� �� • ..% #- d..a ° �n4 a a ° d° 4 c -. _ _ d 4 d , 4 a 4° / Q; ca 4 a �. 'a a ° a - 1 d ' ° ° 4 e de a ° 4 • C O ig' ' Q i •, /+:ems. IS\� ° d , a o - • e a' 4 ° ° n . 4° n ° I� Q ° - F a. _J Q rim :,i�Q„�cv .. hIh — -- - ... 'w. : ” G A 1 e i----'a--- 4.k Li o Q �Jf°/i/i��{� "" Za 1h�7CIDGxi� =- w. .w. ��/• — - ° ._hr Ji , \ Q i, �'Y// IF d RECEPTION I ! I ^-.�II �t- Q qLIDA R] PLANTING PLAN / ,�E, //INE ON GREENVINE ON GREEN STAIR4 ;. , 6. I SCREEN, TYP. SCREEN, TYP. ILM BIKE ROOIE s i'— LI PA VEMEN T 478 SF 11�- w ` 7 PARCEL • I J P-11 IL; U 1\ - d I V TREA TMEN T a [ _ ��I S TERM • , / '� `e SOILMIXAT BUILDING FRONTAGE.TA GE. '''' ' Li; BU LD NG 0 4,7 ,, - 63 12/31/17 -r WORK VI SEE PLANTING NOTES AND ''" • 4 l - 4,,. + 161T\I ° DETAILS, SHEET L1.6. A ilkx �'_ `:+.++ + + +++ ++ ++++ :h �n-`l`t D-� ! I C s I STEPPING STONES. �r� OREGON iti 121191$9 Ar �lig.. ; ++++ �� p' ELEV3 C r SEE DETAIL ti ,r. +. +/► 0 ` � 9►� ►'ill 14. � �► ° p 1>:‘'‘' i ° SHEET L 1.3 = of C'``1 A� II A ■` g ° + � + �.� '- - � T f 0 � p rib � ki ....- I�� !�lE ! � ,' 219 SF �LE SERVICEIii \ ANDINEfER3 r Ws Ell ill ::. ..________:"../ • d - - 1111 _, / ./// Iri tie ,,,J_ -,.. __ _____ + __„ , . 1 — ilia, Lc . cr I ...1— , ,, , ,_ _ _!,.. __ , , _a..„ RO tt 4 - ,i, i- - - --4'. "*---' I .... (. TRASH rte' r LIDA R2 PLANTING PLAN ( \ ' 11 1 to T e - - rr) _... - -Iii 1,1 _____.. .. ______ _. 1 6 1 r I.--- 7 ir NW iii a t , ��;_ ik. +++ + • ++ ` -` a z F---I% �!.J' 1:1J:�JJJJJJJ+1_ ..�1' _ � ::. 1) is •" �:: vr y 4 V f ' I i C 6, 1 IV C> �f + + + +� ` 1 y° LIZ i otk, I \v, L ^'yi i l -9 IIlliP x J ° p 1�7 i�z :L� 1 i --_ �000 - II --- ,y' •.. i yl- .'gyp v} `.. —_.. : -, INV � i� � 4._.4 � Allh- IIv ' 1 - fir" ►� �, dp . b ►. - p . > p ! -A - 1 '- -�,p ► p p D •� :__.- r n p \�,1`.\\• �� T r Q Q 4 I r W.S.E. COMM rcNli All NS I� !..41 l' 4 \\N/ I _� ,� _ _rr- 7asKI _a � NI 1 + Ir///�_ ;= k� I Q 4 , 1 : cz: J i �� L, , LIDA R3 PLANTING PLAN :00.00..H. \\ ; 1 - — 4' CL FENCE _ • - € -- 4 \ •/ //V A T WALL i {� '-'--.. i ''' .. . . '',...... , / .,....... > /75. t ' 17 ill Z ._._ .. "..-� 6 _ _ 1.. . _ . .-. � '�� M._ , , sr. ..7.____.:1111.1* ite„j .. -�' h r a - :=" LIRA PLANT QUANTITIIrS PElt FACILI'T1' ' ---I- _------44 `_--`-_`---�-----_- - �.- - _: 146.4f : .7--- _I GRASSES TREES SHRUBSA - - j __ /Ill_ 1 �_ f„-- , ' cs e _I �� c� LJ `� Q. i I— �' n _ + + + + r 1i _ ti– Facility Treatment Raft! cus ( fl::: - 0 �4 Z w -'� Z / ....-/-'- _ , Q n R1 382 439 172 112 155 439 1 10 -/ \ / `• Z • � R2 645 742 284 238 219 742 2 17 \V--___° _© # • I 1 / r • - I X91!' __ m cL I- 458 207 157 527 13 ,= ,. ,--.� �- ` �a 160 1 0 160 o 4 LIDA R4 PLANTING PLAN _1 N. „ ; Q — TOTAL: 1,6 4` 1,868 779 557 531 1,868 44 IEL116. �-• T E D T N O U N r , !C.1/42 lVT1, O LL �-- ,� U n U I LIDA FACILITIES PLANT LEGEND , ;l SYMBOL COMMON NAME / Botanical name: Size Spacing 1---...____________coi 0 u 4" POTS 1' o.c. _fCD a7 p SWORDLEAF RUSH / ' N p Juncus ensifolius I „..... `� l '' 4" POTS 1' o.c. nmumui - - -' SPREADING RUSH / :� LI - Juncus patens ++++ SLOUGH SEDGE / 4'' POTS 1' o.c. NO a HanmiGiobal Partner Carex obnupta 1. SEE SHEET LI.4 FOR PLANTING LEGEND 808 SW 3rr Ave., Ste. 300 E • GREAT CAMAS LILY / 1/2 Bulb 1 o.c. 2. SEE SHEET L1.5 FOR SITE DETAILS Portland, OR 97204 3. SEE SHEET L1.6 FOR PLANTING DETAILS AND NOTES Iii Phone: (503) 287-6825 Camassia leichtI:ni, (Group of 3 bulbs) 4. ALL LANDSCAPED AREAS SHALL BE WATERED BY A FULLY �' Fax: (503) 415-2304 TREES AND SHRUBS _ AUTOMATIC UNDERGROUND IRRIGATION SYSTEM EXCEPT AREA SOUTH O www.otak.com I OF WALL WHICH SHALL RECEIVE TEMPORARY ESTABLISHMENT 10' 0' 0' 20' KELSEY RED TWIG DOGWOOD / 1 GAL. AS SHOWN IRRIGATION. 20' 0' 20' 40' 18056 1..18056L-SET c.,, Cornus sericea var. 'Kelsey!' 5. SEE LIDA FACILITY PLANTING PLANS THIS SHEET. W Project No. Drawing No. " ma L1 . 2 Sheet No. ii0 a Otak, Inc. 2016 1 1 n 6 5 o [J o - } a, LL 0 V ) s o L_ o - o Z O 1 U V w 00CC RAISED PLANTER BEHIND PEDESTRIAN CIP CONCRETE PLANTER GRILL, CIP PLANTER WALL GUARDRAIL, 97 NALL, 6" WIDTH, 100 SFa AND HIGH COUNTER LF, MIN. HT. 42" uO C a J 1 O .\ ° I Z co Q m 0 a �6 1 s 1 46 63 12/31/17 t r David D. H� f's GAME ROOM - 1 :• '• '• :'a-aa+t+ .+ r % % OREGON rr . +• . . •+ r + + + +r' F 12/19/89 1 ++rrr+++a rrrr+ 1 • f`� �]f II Il��1I I{I{, �)I II�JIJI ly��Ji �(.J(�, PEDESTAL DECK , — :-.• �•t�:�4•++ .— WOOD BENCH SUSPENDED �J SYSTEM WITH ;1 `�-? / ' '•'•'•'•'•' FROM PLANTER WALL Darr CONCRETE PA VERS -'ttti -'r'� �!i I o W rl .+ 111, "t OF t- K z/ 1 i i j Itl = SHU3S SYMBOL QTY COMMON NAME / Botanical name: Size Spacing r` o Q 114 WINTERGREEN KOREAN BOXWOOD / 2 GAL. 3' o.c. o "' Buxus microphylla var. koreana 'Wintergreen' TREE LEGEND n ICD 3 JAPANESE PATSIAFatsia japonica: 4' o c / 1 GAL. o.c. SYMBOL QTY COMMON NAME / Botanical name: Size and Description o ,_ - o 58 OREGON GRAPE / Mahonia aquifolium 1 GAL. 4' o.c. o O 38 MOYER'S RED NANDINA / 2 GAL. 3' o.c. w Q cr Nandina domestica 'Moyer's Red" — • 69 grps DAFFODIL (GROUP OF 3 BULBS 6" O.C.) 1/2"BULB AS SHOWN r U) a 207 bulbs Narcissus spp. m 0U ® 40 STELLA DE ORO DAY LILY / 1 GAL. 3' o.c. 02 B1GLEAF MAPLE / Acer macrophyllum: 1.5" CAL, B&B* I 1 0 Hemerocallis 'Stella de Oro' w 3 Q a J O 302 PLUM PASSION HEAVENLY BAMBOO 1 GAL. 3' o.c. n Nandina domestics 'Monum' o I 20 SWORD FERN / Polystichum munitum 1 GAL. 3' o.c. Z I I I a 12)o O 123 PJM RHODODENDRON / Rhododenron 'PJM' 3 GAL. 3' o.c. -r+ ' 12 CASCARA / Rhamnus purshiana: 1.5" CAL, B&B* 0 i1J TRAINED TO SINGLE �,)GI S TER), 4 RED FLOWERING CURRANT / Ribes sanguineum 1 GAL. 5' o.c. STRAIGHT TRUNK 63 12/31/17 O• 76 RED FLOWER CARPET ROSE / 1 GAL. 3' o.c. • Rosa 'Red Flower Carpet' 12 STAR JASMINE / 2 GAL. 6' o.c. Trachelospermum avid D. H s Trachelospermum jasminoides** '"!�, OREGON 1 33 JAPANESE FOREST GRASS / 1 GAL. AS SHOWN .(1) 12/19/89 Hakonechloa macro 1 KENTUCKY COFFEE TREE / Gymnocladis kentuckia: 1.5" CAL, B&B* 1 E is 15 JAPANESE PRIVET / 2 GAL. 6' o.c. Ligustrum japonicum 'Rotundifolium' Q 24 OSOBERRY / Oemleria cerasiformis 2 GAL. ,3' o.c. o 50 GRAHAM BLANDY BOXWOOD/ 3 GAL. 15" o.c. 1l 'I Buxus sempirvirens 'Graham Blandy' \\� 1 ® 92 SARCOCOCCA/ 3 GAL. 2.5' o.c. \ \\, I ///�V I 1 5 BUTTERFLY MAGNOLIA / Magnolia 'Butterflies': 1.5" CAL, B&B* Sarcococca confusa** �� •� \ 1 1/ **SEE FRONTAGE MAINTENANCE NOTES THIS SHEET — - \ / 7 SCOTCH PINE Pinus sylvestris: 6' MIN. HT, B&B* 2' WIDTH SQUARE OR FINISH GRADE 1/2" j /, I 1 \ �- / y DIA. PRE-CAST STEPPING BELOW STEPPING G R O U \D C 0 VE R S AND LAWN STONE STONE SURFACE SYMBOL QTY COMMON NAME / Botanical name: Size and description Spacing -�� '/ i I \ \\ 722 KINNIKINNICK 1 GAL. 2' 0.C. /1 ! \\\ #10-3/8" CRUSHED ROCK ///A / 2" MAX. Arctostaphylos uva-ursi 'Massachusetts' BETWEEN STONES I ¶ f ¶ 4"-6" 3 OREGON WHITE OAK / Quercus garryana: 1.5" CAL, B&B* F.G. 4,_ �j�j��j41 1,233 PACHYSANDRA 1 GAL. 1' 0.C. �•� �<.. ��♦ Pachysandra terminalis - . t 1=111= 4n. 0 0 0 . 10 ao ai di • lo to a' • de v— •f•0.��i�*f•�i��.4a��. ��•+;.��•+.kc1--1 ' \` N N' SEE SHT CWS LIDA FACILITY PLANTINGS 1111,116 - -- :taro & ' ; " ' '; L1.2 III1111 11111--111-111-1111111^1 I III-1 I1=" ,- .,- —I I I III—I S I—1 I L, IIIIEIIII -III I 1 E 111- 000poo� —I I IH I —I 90 ANNUAL COLOR SPOTS 1 GAL. g" 0.C. 6000POC 0 0,0,C 3 RED OAK / Quercus rubra: 1.5" CAL, B&B* COMPACTED SUBGRADE 3/4 MINUS CRUSHED ROCK 0 TH E BASE COURSE. COMPACT SYMBOL QTY DESCRIPTION TO 90% RELA T1 VE DENSITY CID - 11 STAPLE STYLE BIKE RACK a . o o 205 6' HT. FENCE AT POOL LF + STEPPING STONE INSTALLATION ---- 12' LENGTH OO NOTES B D DETAILS SEE I • 4 ZELKOVA/ Zelkova serrata: 6' MIN. HT, B&B* rT1 SCALE: N. T S. Ll.4 ® 11 2'X2' (OR 2' DIA.) STEPPING STONE BUILDING FRONTAGE MAINTENANCE NOTES: 124 1. APPLY BROADLEAF EVERGREEN FERTILIZER ANNUALLY. - 2. SARCOCOCCA: ALLOW PLANTS TO GROW INTO A CONTINUOUS - HEDGE. HAND PRUNE ONCE EVERY TWO YEARS ONLY IF NEEDED. 19 WESTERN RED CEDAR / Thuja plicata: 10-12 FT. HT., B&B* 3. STAR JASMINE: ONCE A YEAR, LOOSELY TIE VINE STEMS TO GREEN \ \ \ / // z SCREEN MESH, DISTRIBUTING STEMS EVENLY THROUGHOUT GREEN N O SCREEN. ADJUST OR REMOVE ANY TIES THAT HAVE BECOME TOO i /� 0 TIGHT. REMOVE DEAD STEMS. w o 13 DOUGLAS FIR / Pseudotsuga menziesii: 10' MIN. HT, B&B* E6 --1 i 0 z I y CI z Tr \ w 3 / r 11 4 PYRAMIDAL AMERICAN LINDEN / Tilia americana 'Fastigiata': 1.5" CAL, B&B* Q i CD F- co �� -=', 1111mismik `I�\ 0 5 WEEPING WHITE SPRUCE / Picea i 6, glauca 'Pendula': 10' MIN. HT, B&B* W z W rn Ammo of ,,. .1 1'°� --•..• -'1 j m- �-+!� - ir"--.es u-... - •Mary .7 . . �- Q W I # '7k 6 BLACKGUM / Nyssa sylvotica: 1.5" CAL, B&B* I- L o (1111.111 �- 4 iif - '--------,_-____________ _l_____ ----- --- - --_____ - 'L 1 o a a , . . . .._ . _______________„. ______:_._ , .. . , _ 0 . „ . . _ co .. ... _ , _____ __ , ____4_ L____ k J (24 NOTE iso HanmiGlobal Partner 1. SEE SHEET L1.4 FOR PLANTING LEGEND 808 SW 3rd Ave., Ste. 300 2. SEE SHEET L1.5 FOR SITE DETAILS Portland, OR 97204 3. SEE SHEET L1.6 FOR PLANTING DETAILS AND NOTES rr Phone: (503) 287-6825 4. ALL LANDSCAPED AREAS SHALL BE WATERED BY A FULLY c24 Fax: (503) 415-2304 ---• AUTOMATIC UNDERGROUND IRRIGATION SYSTEM EXCEPT AREA SOUTH C www.otak.com BIKE RACK 2 FENCE AT POOL • 1 OF WALL WHICH SHALL RECEIVE TEMPORARY ESTABLISHMENT 18056 L18056L-SET N _ IRRIGATION. W Project No. Drawing No. SCALE. N. T.s Ll.4 SCALE: N. T s. ,K L �/ H L1 . 4 ii C/D Sheet No. 0 a Otak, Inc. 2016 r-- - 6 5 o (NI (r) 0 t- a) ,--- - Z 7 rr) LLI CD Cil 0 0 O I- C3 4, ID .- Z C 0 2' WIDTH SQUARE —FINISH GRADE 1/2" PRE-CAST STEPPING BELOW STEPPING -0 STONE STONE SURFACE --- ›- 0 co a_ _y u < Q ,e RECYCLE DESIGN PARK SERIES 60 BENCH #9845 ' --- 0 /-- - 4"-6" #10-3/8" CRUSHED ROCK (WITH BACK) OR #9843 (BACKLESS), SEE PLAN. LJ C • a , .1 BENCH. . .L7, , I:. CEDAR COLOR SLATS, BLACK FRAME 1- < 0 --I 'd 0 FINISH GRADE V . 7 ,•(' ADJACENT SURFACE, SEE PLAN. I 6 1 c .0, T u, a =I —I 11=111—I I 17-r4 ,' -.' I ..--::...:-.'---.:-.'-1;:%;- ';i1=111=1 4 . 4 ' . I =. I = = =g ''r-''':.':1::.:'7'1-;.: '. ".":' ' :":' ''H' !.1'-':- 4 - 4" 4 . . . 4 " 0.33 0 - . -001,4011rOgirOorateriegirialwiliwiew.lerOC—T 4'' )01*4?-74,04;7$. •, I ,,, - u a .0•• .0 ille .0* sw.0 1.STE???, --I — --=', 7 .7, 7„ 7. . . '‘Okib . --.•CD ;(-_-= , '1•040••• 4:01'.• 4.01•4•4kos c 4-3 -co . 17 i 1 4 -_, • n4° *n s° iln 4°. .S1` lit Iii 1 , i I ! >7 -I 11-H1i-7=1117:E ±f- EllrE---- Hi 1----- -I 4. . , I ill- . 63 12/31/17 . 1 I • , . .- i ' -4F-------_ COMPACT SUBGRADE TO7III - 1 r--4 Davi COMPACTED SUBGRADE 3/4 MINUS CRUSHED ROCKd D. Ht. .-s 95% RELATIVE DENSITY 12"X12"X24" A A ' BASE COURSE. COMPACT CONCRETE FOOTING— • < I ; % OREGON jg TO 90% RELATIVE DENSITY • `1 . tp 12/19/89 .--- - A.N, ‘1-- e4PE Alk-Cjv' I 1 , 111 II 1 III IIIiii' I " 4" COMPACTED CRUSHED ROCK STEPPING STONE INSTALLATION ( 6) BIKE RACK FOOTING IN CONCRETE r- 3 T.S -- SCALE: N. .1.5 SCALE:. MTS. L1.5 XERI-BUBBLER PLACE FILTER FABRIC ON ADAPTOR FITTING [XQ-TUBE BOTTOM HALF OF POT OVER 1/8" BELOW SURFACE / 7 1" ADAPTOR FITTING I Kj? AND XQ-TUBE ! s 1 , • • •„:•,,,, USE GRAY TWO COMPONENT i - IN . . I --- I , 4 ktC '4 POURED RUBBER JOINT SEALANT 1 1 ! 1 4 , 4 `,^•,,.ni - • •---,. ; i FEED PIPE THROUGH . I • Mx---g . NON-COMPRESSIBLE FIBROUS PLANTER DRAIN HOLE DEPTH OF SLAB '4 •4 •..------,, JOINT FLLER - , • g 0 .4 . , —Air PROVIDE 1/4" CLEARANCE AROUND (4) EQUALLY SPACED SS ----- - ill 4 4 ' i:::..i, CONCRETE SCREWS WITH 7 ...iii-c ( / PIPE. -""" 4 iMii FACE OF SLAB WASHERS .1 c. CID 0410441V617•Luc Lu-AZ0 L4±) 9?-12-A--"Ie4 iy /1 ( . • EXDA\SION JOINT 7, , , , , , , , , , ,,,:, ,, ,1 , , , , , ,,,, . , , , : , • • , . . , • , CIVIL DRAWINGS. -v.,- 1/4" A2; SHINERS GEs, 1/ 2" PVC PIPE R=1/4" AND JOINTS 1/ 2" PVC PIPE IN SLEE 1/2" IN SLEEVE I --""\ ( S ' . . "' °' 4 a :4 . 4 `WEI' • ' .4 . . 4 4 . 4 ..,• • 0 . 4 • A ' . 4 • . .a . IRRIGATION AT4 4 4 •• ' -4 ' , 4 • ' 1.2 4 . 4,• -1 , POOL DECK P -E LANTERS 5 SCOJOINT . .. A' . 4 , . ° 4 4 4' 0 C.) 'CI L_Li 7.1 SCALE: N.T.S. 1.5. ) c.T. 0 SCORE /EXPANSION JOINT 2 - D,: INSTALL UNIT SCALE. N.TS. V.1 .5 = ,--r- PAVERS TO / -,. BUILDING EDGE / N c) (f) i-: UNIT PAVERS WITH / BUILDING _I HAND TIGHT JOINTS CD EDGE Cfp F- 1 __I < C\2 in 4" CONCRETE PAVEMENT (COMMERCIAL i— a 1" SAND SETTING BED co Li_ CLASS) 14// FIBER MESH REINFORCING. LLI -- 0, LIGHT BROOM FINISH W/ 2" SHINER ON 7F,7 4" OF 5/8" COMPACTED, \ SLOPE TO DRAIN EDGES & EXPANSION JOINTS C12 CRUSHED ROCK \ LL_I Alli SCORE JOINT, Ci 1--- , lay 2" SHINERSCD CD SLOPE VARIES SEE GRADING < •- ' *M- °!1;At:.:-.--; EXPANSION JOINT, PLAN SHEET FOR ELEVATIONS SEE ABOVE QC) til 0 : 00 C_IJ 'II — illl IH_ I---D \ cz, 0 I I ----T I 0 a 1 . • .4 1 . , . 4. 4 -. co —III— — —1 illil H FREAMOU 411-,''ogo'cYaYVIPC`f'6'8'`4',' '--1 4" OF CRUSHED SURFACING 1-4 ' ...- -f4) ----iII —IllII ili_111_ ---I BASE COURSE ,- 111-E-.1 —111—HI-----1H-1 HI HI ,IH III , HI. IH ,I11. .1 1 1 i 1—HI H I= = — = 1 , , , ,_ • COMPACTED I i Iii IIII* 1 , ' Hi il T4 _c SUBGRADE III III III III= flo HanmiGlobal Partner COMPACTED SUBGRADE 808 SW 3rd Ave., Ste. 300 , _C1') Portland, OR 97204 Ei.. i Phone: (503) 287-6825 La 4: SAND SET UNIT PAVERS I:4 Fax: (503) 415-2304 AT BUILDING EDEG (---4-- 4 '' CONCRETE PAVEMENT 1 0 www.otak.com i-, 18056 L18056L–SET 3 , c..1 - ,F7 SCALE: N.T.S. [i._1.5 SCALE: N.TS. L1.5 p.4 Project No. Drawing No. c., Sheet No. -6' a_ © Otak, Inc. 2016 PLANT CENTER UTILITY \OTE: 1, . i CONTRACTOR IS CAUTIONED THAT EXISTING UNDERGROUND FACILITIES OCCUR THROUGHOUT THE WORK - _ AREAS INCLUDING BUT NOT LIMITED TO POWER, GAS, TELEPHONE, WATER SUPPLY, AND IRRIGATION. _ CONTRACTOR SHALL MARK THE FACILITIES BEFORE WORK, POTHOLE WHERE NECESSARY AND PROTECT z ,o 11Ii It 04 4 / DURING CONSTRUCTION. IMMEDIA TEL Y NOTIFY OWNER'S REPRESENTA TI VE IF ANY CONFLICTS ARE FOUND. 0 9 ,- s s \ LA\ DSCAD= \OTES: o _ C ,1 s 5 o `` j )AS• SEE NOTE 15 1. GENERAL: SEVERAL OF THE FOLLOWING NOTES SUMMARIZE THE PROJECT SPECIFICATIONS FOR THE 0 i CONTRACTORS CONVENIENCE. IF A DISCREPANCY EXISTS BETWEEN THESE NOTES AND THE PROJECT 1 1' (c, �, EDGE OF PLANT BED, CURB SPECIFICATIONS THE SPECIFICATIONS SHALL OVERRIDE. m WALK, FENCE OR WALL o 2. THE LANDSCAPE CONTRACTOR I5 TO THOROUGHLY REVIEW THE SITE. IF THERE ARE ANY DISCREPANCIES BETWEEN THE PLAN AND THE EXISTING CONDITIONS THE OWNERS REPRESENTATIVE IS TO BE NOTIFIED o -1 \ S = SPACING ON CENTER (0.C.) AS SHOWN ON PLANS IMMEDIA TEL Y 0 0 WHERE TREE TRUNK IS / l� 11� SET TOP OF ROOT PLANT SPACING 3. IF THE LANDSCAPE CONTRACTOR STARTS WORK BEFORE SITE CONDITIONS ARE READY OR CONTINUES WORK ° o LESS THAN 6' FROM f1! BARRIER 2" BELOW IN ADVERSE CONDITIONS WITHOUT PRIOR APPROVAL THEY WILL BE RESPONSIBLE FOR ANY ADDITIONAL CURB OR SIDEWALK, FINISH GRADE SCALE: N.TS. Ll,�j COSTS RELATING TO THE CONDITION. INSTALL 12 LF 36" DEPTH :K'i000000 " SURFACE. 0"'"""" II 4. IMMEDIA TEL Y NOTIFY OWNERS REPRESENTA TI VE CONCERNING ANY CONDI TION AT ANY TIME DURING �,$ 1 S T, `�i � ROOT DEEPROOT (OR EQUAL) BARRIER CONSTRUCTION THAT IS DETRIMENTAL TO THE HEALTH AND VIGOROUS GROWTH OF THE SPECIFIED PLANT 63 12/31/17 MATERIAL. CENTERED ON TREE • • TRUNK A T CURB AND '11' SIDEWALK EDGE. _III 5. PROVIDE QUANTITY OF PLANT MATERIAL INDICATED IN PLANT LIST OR THE QUANTITY REQUIRED TO COVER t'' 'avid D. H4 '4°•s / AREAS INDICATED AT SPECIFIED SPACING, WHICHEVER IS GREA TER. I ,r _=1 11 •` 111-7:11111= !=1 I I % OREGON Ad - `-`��\\ %-\,,w. II-II-m=1 = 11E1 I --11111 I-; SHRUB ROOT CROWN I (-1 1 _III-1 6. IF AN AREA DIFFERS SIGNIFICANTLY IN SIZE FROM THAT SCALED ON DRAWING AND REQUIRES MORE OR 12/19/89 ,-.-7-7111=-111=111 : . _- � I- c� '';'1':-At:.---111E11117=-111- 111-=-11E-Hi)- 1 _ 1 5 T O B T PI T 1" ABOVE LESS MATERIAL THE OWNERS REPRESENTATIVE VE I S TO BE INFORMED. C� E 11E111-1-=-111-1=-1 /. I I�I I I=1 l 1=1 I I-I I I_I I L._ I_I I I �p X11I_l11=11 : ,A:___III=111-III-III-111-1 - 1: 111- 1 MA . 7. 8" -11-111-111- 1 =f11:--_--111E-1111=-1 - TOPSOIL: DEPTH IMPORT TOPSOIL SHALL BE PREPARED AND AMENDED IN ACCORDANCE WITH THE 1=--=-111- 11111%-111=111=111� _ --- 4 ; _ -I 11_ MuccH As SPECIFIED, _ l;'-1 I 1-III- - ' 1E11 %I % ' 1-1 I DETAILS AND SPECIFICATIONS. DO NOT APPLY TOPSOIL AT STORM FACILITIES. KEEP MULCH CLEAR '1-111-11111-111-111=11 -111-111- 111=111= -I 11� HIEN, 1 i;t111I I, I I I=III=III=I I III III=III=I I I=I I = I=)I I I L -iii-:=11,_ OF SHRUB STEM BASE 8. SOIL ANALYSIS: CONTRACTOR SHALL OBTAIN A COPY OF OWNER-PROVIDED SOIL TEST. AMEND AND -1 I 1- 11=1 11=111=11 I -11;-11 I-III=111 11 111_ 711M111- . 11711 ----1111111= 11111---1111-1-11 ----=-1 11 I_1 11- riBACKFILL FERTILIZE IN CONFORMANCE WITH RECOMMENDATIONS INDICATED IN THE REPORT. - 11=1'-11 =11 I- 1X111-111-11=1 1111-#1-1 =111-111- ' � PLANTING MIX 9. COMPOST: APPLY 4 INCH DEPTH SPECIFIED COMPOST OVER ALL PLANTING AREAS EXCEPT STORM FACILITIES. .III-1 11_ i.i H -- III--III_ 1 111=1��-• . t _ * 2 TILL IN TO IMPORT TOPSOIL TO A DEPTH OF 6 INCHES. NOTE. 11- 1= -1 111 I-1 2 10. SOIL MIX AT BUILDING FRONTAGE. REMOVE ALL CONSTRUCTION DEBRIS BETWEEN BUILDING AND SIDEWALK, TREE PLANTING (-----8 SCARIFY EDGES I!=111 l_ 1 1=111 1 1,111;11 . -___11 = I hI AND INSTALL 2' DEPTH TOPSOIL AND COMPOST (2/3 TOPSOIL, 1/3 COMPOST) IN LIFTS NO GREATER THAN WITH ROOT BARRIER AND BOTTOM OF - -1HIE-11E-111 MAX. 6". WATER AND ALLOW SOIL TO SETTLE BETWEEN LIFTS. PLANTING PIT. �I I I � '=1 I_I=III=_ SCALE: N.T.S Ly 11 I I= 111-"''"-"' _ 111 i 11 F=1 I 1;. 11. FERTILIZER: APPLY FERTILIZER TO ALL PLANT HOLES AND TURF AREAS OF THE TYPE, QUANTITY, - 1 -1 1 1 1-1 APPLICA TION METHOD, AND TIMING NOTED IN THE SPECIFICATIONS. DO NOT APPLY FERTILIZER AT STORM DIAMETER OF FACILITIES. ROOTBALL + 12" / 12. BARK MULCH: SPREAD 5 INCH DEPTH FINE-MEDIUM GRADE FIR/HEMLOCK BARK OVER ALL SHRUB BEDS CHAINLOCK TREE TIE: 3 PER EXCEPT AT STORM FACILITIES. KEEP BARK CLEAR OF TREE AND SHRUB STEM BASE. TREE EQUALLY SPACED W/ 1/2 INCH GARDEN HOSE SLEEVE 13. PLANTING POCKETS: BACK FILL PLANT HOLE WITH SOIL EXCAVATED FROM HOLE. DO NOT ADD ADDITIONAL REMOVE TOP 1/3 OF BURLAP L0°P TREE/SHRUB PLANTING ON SLOPE AMENDMENTS. - FROM TOP OF ROOT BALL. 14. ROOT BARRIER: INSTALL "DEEP ROOT" OR EQUAL ROOT BARRIER AS INDICATED WHERE PAVED EDGE IS 6 FT OR LESS REMOVE WIRE CAGE, CLIP AND -� SCALE: N. TS. L1.6 FROM CENTER OF TREE TRUNK. REMOVE ALL TWINE FROM -'� SET CROWN 1-1/2" ABOVE FINISHED GRADE. BASE OF ROOTBALL. SLICE -�...� 15. PLANT MATERIAL: ALL PLANT MATERIAL SHALL MEET MINIMUM QUALITY AND SIZE REQUIREMENTS -..-"_"'"illW;'' MULCH AS SPECIFIED. KEEP ROOTBALL VERTICALLY AS ��_ MULCH CLEAR OF TRUNK ESTABLISHED IN THE AMERICAN STANDARD FOR NURSERY STOCK GUIDELINES. SPECIFIED A T THREE �'1 _ BASE. r EQUIDISTANT LOCA TIONS TO \"% 16. LEAVE PLANT NAME IDENTIFICA TION TAGS ON TEN PERCENT OF ALL TREES AND SHRUBS INSTALLED TO AID CID SHOVEL CUT LAWN EDGE. MULCH - TYPE AND MIN. CUT CIRCLING ROOTS !il WHITE PVC PIPE 'FLAG; 36" MULCH. FINISH GRADE TO BE DEPTH AS SPECIFIED INSPECTORS IN VERIFYING THAT SPECIFIED PLANTS HAVE BEEN INSTALLED. MULCH AS SPECIFIED LONG FLUSH WITH LAWN AREA FINISH t Ail GRADE. INSTALL PLASTIC BED FINISH GRADE 17. PLANT CENTER OF SHRUBS A MINIMUM OF 24 INCHES FROM ADJACENT PAVING. PLANT GROUNDCOVERS A i `ice MINIMUM OF 18 INCHES FROM ADJACENT PAVING. WHERE PLANTER IS LESS THAN 6 FEET WIDE, SET PLANTS BACKFILL PLANT HOLE °'�r-fi.� � EDGER WHERE IF INDICATED HALF OF THE NOTED PLANT SPACING FROM ADJACENT PAVING. � : ��` FINISH GRADE MAINTAIN MULCH 1/2" f; WITH SOIL EXCA VA TED :�� -►��. �`f.,./":t _ !% „ BELOW TOP OF ADJACENT 18. WHERE PLANT BED SLOPE IS LESS THAN 3� MOUND PLANTING BED AREAS 39' MINIMUM FOR POSITIVE FROM HOLE. DO NOT �'�,__ �. -! �` .�� 5 �" ` LAWN SHRUB BED 3% MIN. ' 3 MIN. SURFACE { ADD ADDITIONAL ~;, '�!►�`_;_ / �-- ��,, y DRAINAGE. AMENDMENTS. ADD EARTH SAUCER /3 INCH RIM Jit II JI a�i n� ut 11 tit4n,t i�i t� ..v iiiir�iiiiii riiiirii�ri ri r ri r is FERTILIZER AT SPECIFIED ior I, ��4 ._ FOR TEMPORARY WATERING �� ,.(//, / � ��j /f � 0; p:U q: •11- 19. SEE SPECIFICATIONS FOR FINAL INSPECTION, MAINTENANCE, AND WARRANTY REQUIREMENTS UNIQUE TO THIS III 711 I -1 1 i-1 I I� _ ,,-�_....., �-,, �/�� ,�-,�t-111-1}f(E 1�.�t�,,-�� o •!.+<« .!.a .!.oma (�� RATE. � E , , ,- BASIN -111=11111 =1 1-1 1=11 =1 (-1 =1 1-1=1 1=1---111-111-111-111-1-1 I 1-f - 1 =1�' PROJECT P-+-1 { _ _ =11 1=11 1=1 1 1=Ili-i i 1-iii-i ,'' lir PAVING, CURB, WALK. 2"X 6"X 18" WOOD I ,.� I 20. SEE SPECIFICATIONS FOR OTHER LANDSCAPE CONSTRUCTION REQUIREMENTS. NOTES: BASE ROCK STAKES SET A MIN. - 1 - - EXCAVATE HOLE LEAVING A 1. THE MINIMUM SLOPE FOR PLANTING AREAS IS 3Z. U W 6" BELOW FINISHED :III-1 I I-1 I I-1 I I� CONE OF UNDISTURBED SOIL U 0 GRADE A T BOTTOM. Li 6 SECTION - PLANTING BEDGRADINGC _ o ., SCALE: N. T S. EVERGREEN TREE PLANTING '1, SCALE. N. \, i.(-- 6 PRUNE CANOPY AS N , If( REQUIRED FOR FORM t� � 1W --- 3 AND TREE HEALTH. E""- Q O 8 FT X 2X2 INCH t, , CHAINLOCK TREE TIE. SIZE O (2) LOOP TO ALLOW TRUNK C 1 in STAKES, STAIN BROWN. �\ TWO-INCH SWA Y. U o EMBED 24 INCHES MIN. SET TREE TIE 42 INCHES _ 07": FINISH GRADE O -� MIN. ABOVE FINISH o O.C. _, GRADE STAPLE IN PLACE. SET CROWN 1" ABOVE BACKFILL PLANT HOLE WITH SOIL REMOVE TOP 1/3 OF BURLAP FROM TOP OF ROOT BALL. Q SPACING FINISHED GRADE. p G EXCAVATED FROM HOLE. DO NOT REMOVE WIRE CAGE CLIP AND 0 �- GROUNDCOVER PLANT ADD ADDITIONAL AMENDMENTS. SET CROWN 1-1 2" Vill ) O 0 �" /� VI,, ADD FERTILIZER AT SPECIFIED ABOVE FINISHED GRADE i REMOVE ALL TWINE FROM BASE i--) cD � MULCH AS SPECIFIED. KEEP MULCH AS SPECIFIED KEEP RA TE. OF ROOTBALL. SLICE ROOTBALL 0 0 1 0 a- ; ,v, r;� 1' / /""'�v CLEAR OF SHRUB STEM BASE. MULCH CLEAR OF SHRUB MULCH AS SPECIFIED '; VERTICALLY AS SPECIFIED AT T T /' KEEP MULCH CLEAR OF 1 - �` TOP OF MULCH ? THREE EQUIDISTANT LOCATIONS 0o << �' „' f "„' �_ FINISH GRADE STEM BASE. TRUNK BASE. °° \\ ,\ � �� MANUALLY LOOSEN ROOTBALL 't / FINISHED GRADE '"""" TO CUT CIRCLING ROOTS� trilli/ �� UNLESS NOTED OTHERWISE �--- �\___ ""�� EARTH SAUCER /3 /NCH RlM'ci �� \/�� )/\\\ ��`�� '� �� BACKFILL PLANT HOLE <:>»::::.:.:.:::: FOR TEMPORARY WATERING ►� .� � SPECIFIED TOPSOIL Q Z I= - - t=._ - WITH SOIL EXCA VA TED ' "'"`'' i �� N ----I _ - ' =1 - ��. .��0��4 1 V BASIN _>; :��. � o, FROM HOLE. DD NOT 1 i 1 1/'v A � ,y ,y , �/, ,, v i�/,, vy, o wI I-I 1 o II _ . . w o p I ( II I MANUALLY LOOSEN ROOTBALL ADD ADDITIONAL I -1 W , SUBSOIL THOROUGHLY - UNLESS NOTED OTHERWISE AMENDMENTS. ADD f , 1 ,_ N. „ HanmiGlobal Partner 0 TILLED TO 6" DEPTH. )� - I-� = FERTILIZER AT I �_ `, ROOTSALL DEPTH MINUS 2 i i ITT-ii- 808 SW 3rd Ave., Ste. 300 I-I I - I -I - ( I f SCARIFY EDGES AND BOTTOM OF SPECIFIED RATE. L i_ VII I I I ►.. ,►,l j .. � ►..�► NOTE. -111- 11 1i 1. 1 1-1 HOLE - _ : .''�I *►♦�M►*1."4•IP.111, TILL SOIL SO THAT THERE ARE '=1117- 1 1 -111-1I - U2 Porteand, OR 97204 �� ' �• •� NO CLODS OR CLUMPS LARGER I I EXCAVATE HOLE LEAVING A Fax ((503)) 415-2304 25 Ln 410' 44. DIAMETER 0 CONE OF UNDISTURBED SOIL t THAN 1 1/2 DIA. OTBALL + 2X THE SIZE ;, AT BOTTOM. 0www.otak.com OF ROOT BALL 18056 1_18056L-SET N GROUNDCOVER PLANTING DETAIL 6 SHRUB PLANTING DETAIL 2 TREE PLANTING DETAIL r 1 N Project No. Drawing No. L1 . 6 . ..„ SCALE: N.T.S. fi___1.6 SCALE. N T.S. L1.6 SCALE.' N T.S L1..6 UD Sheet No. © Otak, Inc. 2016 XREF LIST Ltscale: 40i Niiiiiiiiiiiiiiiiiim min= i 90 . (` Resolved C18056X231ii-N n° N S18056X190 z C18056X001 A \IS (1200 . c Nii ) rn m N _c 018056XAERIAL . a IFI 0 A,So56xBLOG I I e / / 1 1 APPLICANT u a --Images-- _--�_-_-4 1 � . � ;t '� I I NAME: AG SPANOS COMPANIES ° ,a; 20161-001 (2) _. _ � ., I --- - _ T w. THEPERMITTEE ISREQUIRED ALL �, l CONTACT: JARED MAUCH STANDARD EROSION AND SEDIMENT THIS ESCP AND GENERAL CONDITIONS HAVE BEEN DEVELOPED TO FACILITATE COMPLIANCE 0 . ........... , .i A7 �IIiIIIIi�l1 * ADDRESS: 10220 SW GREENBURG RD. WITH THE 1200-CN PERMIT REQUIREMENTS. IN CASES OF DISCREPANCIES OR OMISSIONS, YCI- � ;�, !_ �l(iliIl � THE 1200-CN PERMIT REQUIREMENTS SUPERCEDE REQUIREMENTS OF THIS PLAN. m U a I ; -;,� e{,, 3r._,... --_.__.., •'� '.- -. III1l.11l� II ; BUILDING 2, SUITE 530 CONTROL PLAN DRAWING NOTES ,� ie I o MI . - - ' I' TIGARD, OR 97223 �, _ _� 1. ALL PERMIT REGISTRANTS MUST IMPLEMENT THE ESCP. FAILURE TO IMPLEMENT ANY OF THE CONTROL F- c a L-�� i /�J 1 / ✓ i i G " PHONE: (503) 272-8833 MEASURES OR PRACTICES DESCRIBED IN THE ESCP IS A VIOLATION OF THE PERMIT. 0 o V) / ,II 2. THE ESCP MEASURES SHOWN ON THIS PLAN ARE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE BMP MATRIX FOR CONSTRUCTION PHASES --- 'E Illli�m.; F I i T „ , , ,,��,�� , EMAIL: lmauchC�agspanos.com CONDITIONS. DURING THE CONSTRUCTION PERIOD, UPGRADE THESE MEASURES AS NEEDED TO COMPLY WITH o .c n OWNER ALL APPLICABLE LOCAL, STATE, AND FEDERAL EROSION AND SEDIMENT CONTROL REGULATIONS. o ��, I NAME: DBG PROPERTIES 3. SUBMISSION OF ALL ESCP REVISIONS IS NOT REQUIRED. SUBMITTAL OF THE ESCP REVISIONS IS ONLY UNDER REFER TO DEO GUIDANCE MANUAL FOR A SPECIFIC CONDITIONS. SUBMIT ALL NECESSARY REVISION TO DEQ OR AGENT. BMP'S. ,/ CONTACT: SKIP GRODAHL 4. PHASE CLEARING AND GRADING TO THE MAXIMUM EXTENT PRACTICAL TO PREVENT EXPOSED INACTIVE AREAS COMPREHENSIVE LIST OF AVAILABLE FROM BECOMING A SOURCE OF EROSION. • S'6, o �k 7 - - ADDRESS: 2164 SW PARK PLACE 5. IDENTIFY, MARK, AND PROTECT (BY FENCING OFF OR OTHER MEANS) CRITICAL RIPARIAN AREAS AND �,, 9`0`'O 1_ _ -� _ _ I I PORTLAND, OR 97205 VEGETATION INCLUDING IMPORTANT TREES AND ASSOCIATED ROOTING ZONES, AND VEGETATION AREAS TO BE L-,-.. �' 0 �' J '� ' _ ~ __ PRESERVED. IDENTII Y VEGETATIVE BUFFER ZONES BETWEEN THE SITE AND SE1V51TIVE AREAS E G., 0_ Z "� `T y~-- I PHONE: 503 944-6509 ( ' MASS UTILITY STREET FINAL WET WEATHER `� `� �-��- ) ESPECIALLY IN PERIMETER AREAS, a o -_ �-_ I I WETLANDS), AND OTHER AREAS TO BE PRESERVED, CLEARING GRADING INSTALLATION CONSTRUCTION STABILIZATION w� _�,.= ��~`=`, OCT. 1•MAY 31 s� Q41116, cr cri 1 --- - 6. PRESERVE EXISTING VEGETATION WHEN PRACTICAL AND RE-VEGETATE OPEN AREAS. RE-VEGETATE OPEN d ^ PLANNING / ENGINEERING / AREAS WHEN PRACTICABLE BEFORE AND AFTER GRADING OR CONSTRUCTION. IDENTIFY THE TYPE OF EROSION PREVENTION `�f \ �w Q PRESERVE NATURAL VEGETATION X X X X X - X SURVEYING FIRM VEGETATIVE SEED MIX USED. GROUND COVER X Li 7. EROSION AND SEDIMENT CONTROL MEASURES INCLUDING PERIMETER SEDIMENT CONTROL MUST BE IN PLACE HYDRAULIC APPLICATIONS OTAK INCORPORATED BEFORE VEGETATION IS DISTURBED AND MUST REMAIN IN PLACE AND BE MAINTAINED, REPAIRED, AND PLASTIC SHEETING X X X X X CONTACT: KYLE CHILDERS, P.E. PROMPTLY IMPLEMENTED FOLLOWING PROCEDURES ESTABLISHED FOR THE DURATION OF CONSTRUCTION, MATTING 808 SW THIRD AVENUE, SUITE 300 INCLUDING PROTECTION FOR ACTIVE STORM DRAIN INLETS AND CATCH BASINS AND APPROPRIATE DUST CONTROL x X X x X NON-STORMWATER POLLUTION CONTROLS. TEMPORARY(PERMANENT SEEDING X X X X PORTLAND, OR 97204 8. ESTABLISH CONCRETE TRUCK AND OTHER CONCRETE EQUIPMENT WASHOUT AREAS BEFORE BEGINNING BUFFER ZONE PHONE: 503-287-6825 CONCRETE WORK. DIRECT ALL WASH WATER INTO A PIT OR LEAK-PROOF CONTAINER. HANDLE WASH WATER OTHER: AS WASTE, CONCRETE DISCHARGE TO WATERS OF THE STATE IS PROHIBITED. SEDIMENT CONTROL NARRATIVE DESCRIPTIONS 9. APPLY TEMPORARY AND/OR PERMANENT SOIL STABILIZATION MEASURES IMMEDIATELY ON ALL DISTURBED SEDIMENT FENCE(PERIMETER) ^x x X X X SEDIMENT FENCE;INTERIOR) X X X EXISTING SITE CONDITIONS AREAS AS GRADING PROGRESSES AND FOR ALL ROADWAYS INCLUDING GRAVEL ROADWAYS. INLET PROTECTION "x X X X X * EXSITING SINGLE FAMILY HOSES WITH MOSTLY OPEN FIELDS 10. ESTABLISH MATERIAL AND WASTE STORAGE AREAS, AND OTHER NON-STORMWATER CONTROLS. FILTER BERM DEVELOPED CONDITIONS 11. PREVENT TRACKING OF SEDIMENT ONTO PUBLIC OR PRIVATE ROADS USING BMPS SUCH AS: GRAVELED (OR SEDIMENT TRAP MULTI-FAMILY HOUSING AND PARKING PAVED) EXITS AND PARKING AREAS, GRAVEL ALL UNPAVED ROADS LOCATED ONSITE, OR USE AN EXIT TIRE DEWATERING X X STRAW WATTLES x x x WASH. THESE BMPS MUST BE IN PLACE PRIOR TO LAND-DISTURBING ACTIVITIES. NATURAL BUFFER ENCROACHMENT NATURE OF CONSTRUCTION ACTIVITY AND ESTIMATED TIME TABLE 12. WHEN TRUCKING SATURATED SOILS FROM THE SITE, EITHER USE WATER-TIGHT TRUCKS OR DRAIN LOADS ON )OTHER: SITE. I RUN OFF CONTROL SITE I\/1141P * CLEARING (JULY 2017) 13. USE BMPS TO PREVENT OR MINIMIZE STORMWATER EXPOSURE TO POLLUTANTS FROM SPILLS; VEHICLE AND I CONSTRUCTION ENTRANCE „x x x x x * MASS GRADING (AUGUST 2017) EQUIPMENT FUELING, MAINTENANCE, AND STORAGE; OTHER CLEANING AND MAINTENANCE ACTIVITIES; AND I CPIPE ONSTRUCTION IN WASTE HANDLING ACTIVITIES. THESE POLLUTANTS INCLUDE FUEL, HYDRAULIC FLUID, AND OTHER OILS FROM I OUTLET PROTECTION X X X x X NOT TO SCALE * UTILITY INSTALLATION (SEPTEMBER 2017) VEHICLES AND MACHINERY, AS WELL AS DEBRIS, LEFTOVER PAINTS, SOLVENTS, AND GLUES FROM I SURFACE ROUGHENING x x x x x * STREET CONSTRUCTION (AUGUST 2017) CONSTRUCTION OPERATIONS. I CHECK DAMS OTHER: * FINAL STABILIZATION (OCTOBER 2017) 14. IMPLEMENT THE FOLLOWING BMPS WHEN APPLICABLE: WRITTEN SPILL PREVENTION AND RESPONSE POLLUTION PREVENTION i----' ''''N PROCEDURES, EMPLOYEE TRAINING ON SPILL PREVENTION AND PROPER DISPOSAL PROCEDURES, SPILL KITS PROPER SIGNAGE X X X X X IN ALL VEHICLES, REGULAR MAINTENANCE SCHEDULE FOR VEHICLES AND MACHINERY, MATERIAL DELIVERY AND HAZWASTE MGMIT X X X X X SITE AREA TOTAL AREA D STUBBED AREA STORAGE CONTROLS, TRAINING AND SIGNAGE, AND COVERED STORAGE AREAS FOR WASTE AND SUPPLIES. SPILL KIT ON-SITE X X X X X 11 .16 AC 11 .16 AC 3.8 AC 15. USE WATER, SOIL-BINDING AGENT OR OTHER DUST CONTROL TECHNIQUE A5 NEEDED TO AVOID WIND-BLOWN CON CRETE WASHOUT AREA X X X SOIL. OTHER: o SITE SOIL CLASSIFICATION: 1 - ALOHA SILT LOAM 16. THE APPLICATION RATE OF FERTILIZERS USED TO REESTABLISH VEGETATION MUST FOLLOW MANUFACTURER'S * SIGNIFIES ADDITIONAL BMP'S REQUIRED FOR WORK WITHIN 50' OF WATER OF THE STATE. RECOMMENDATIONS TO MINIMIZE NUTRIENT RELEASES TO SURFACE WATERS. EXERCISE CAUTION WHEN USING ** SIGNIFIES BMP THAT WILL BE INSTALLED PRIOR TO ANY GROUND DISTURBING ACTIVITY. 13 - COVE SILTY CLAY LOAM TIME-RELEASE FERTILIZERS WITHIN ANY WATERWAY RIPARIAN ZONE. T 22 - HUBERLY SILT LOAM 17. IF A STORMWATER TREATMENT SYSTEM (FOR EXAMPLE, ELECTRO-COAGULATION, FLOCCULATION, FILTRATION, 1 ETC.) FOR SEDIMENT OR OTHER POLLUTANT REMOVAL IS EMPLOYED, SUBMIT AN OPERATION AND E-'4 42 - VERBOORT SILTY CLAY LOAM MAINTENANCE PLAN (INCLUDING SYSTEM SCHEMATIC, LOCATION OF SYSTEM, LOCATION OF INLET, LOCATION OF DISCHARGE, DISCHARGE DISPERSION DEVICE DESIGN, AND A SAMPLING PLAN AND FREQUENCY) BEFORE RATIONALE STATEMENT Z PROJECT SITE ON-SITE SOILS HAVE A MODERATE EROSION POTENTIAL. ALL FILL OPERATING THE TREATMENT SYSTEM. OBTAIN PLAN APPROVAL BEFORE OPERATING THE TREATMENT SYSTEM. ...7.;-4(BUS PAD) PROJECT SITE MATERIAL SHALL BE GENERATED ON-SITE FROM GRADING EXCAVATION AND OPERATE AND MAINTAIN THE TREATMENT SYSTEM ACCORDING TO MANUFACTURER'S SPECIFICATIONS. A COMPREHENSIVE LIST OF AVAILABLE BEST MANAGEMENT PRACTICES (BMP) OPTIONS BASED ON DEQ's (PED CROSSING) UTILITY TRENCH SPOILS. 18. AT THE END OF EACH WORKDAY SOIL STOCKPILES MUST BE STABILIZED OR COVERED, OR OTHER BMPS GUIDANCE MANUAL HAS BEEN REVIEWED TO COMPLETE THIS EROSION AND SEDIMENT CONTROL PLAN. SW o o w MUST BE IMPLEMENTED TO PREVENT DISCHARGES TO SURFACE WATERS OR CONVEYANCE SYSTEMS LEADING SOME OF THE ABOVE LISTED BMP's WERE NOT CHOSEN BECAUSE THEY WERE DETERMINED TO NOT LLI WASH I NGTON - Q TO SURFACE WATERS. EFFECTIVELY MANAGE EROSION PREVENTION AND SEDIMENT CONTROL FOR THIS PROJECT BASED ON SQUARE RD a I RECEIVING WATER BODIES: 19. CONSTRUCTION ACTIVITIES MUST AVOID OR MINIMIZE EXCAVATION AND CREATION OF BARE GROUND DURING SPECIFIC SITE CONDITIONS, INCLUDING SOIL CONDITIONS TOPOGRAPHIC CONSTRAINTS, ACCESSIBILITY TO �-y 0 S SW LOCUST ASH CREEK WET WEATHER OCTOBER 01 - MAY .31. THE SITE, AND OTHER RELATED CONDITIONS, AS THE PROJECT PROGRESSES AND THERE IS A NEED TO w z Wq A = PERMITTEE'S SITE INSPECTOR: BOB FISHER, CESCL 20. FSEDIMENT ENCE HEIFENCGHT AND BEFORE FENCE REMOVAL. BEFORE IT REACHES ONE THIRD OF THE ABOVE GROUND REVISE THE ESC PLAN, AN ACTION PLAN WILL BE SUBMITTED. 5 J o Li COMPANY AGENCY: OTAK, INC. J 21. OTHER SEDIMENT BARRIERS (SUCH AS BIOBAGS): REMOVE SEDIMENT BEFORE IT REACHES TWO INCHES DEPTH INITIAL < ABOVE GROUND HEIGHT. AND BEFORE BMP REMOVAL. z fY Q(f�RFRo � �' Q PHONE: 503-415-2428 i = FAX: 503-415-2304 22. CATCH BASINS: CLEAN BEFORE RETENTION CAPACITY HAS BEEN REDUCED BY FIFTY PERCENT. SEDIMENT 0 w o cp c c j c E-MAIL: ROBERT.FISHER@OTAK.COM BASINS AND SEDIMENT TRAPS: REMOVE TRAPPED SEDIMENTS BEFORE DESIGN CAPACITY HAS BEEN REDUCED (_ Z 8 3 k CERTIFICATION ID: CESCL ID# - 70820 oo BY FIFTY PERCENT AND AT COMPLETION OF PROJECT. W W DESCRIPTION OF EXPERIENCE: 23. WITHIN 24 HOURS, SIGNIFICANT SEDIMENT THAT HAS LEFT THE CONSTRUCTION SITE, MUST BE REMEDIATED. CL 0 6 SW OAK ST �� INVESTIGATE THE CAUSE OF THE SEDIMENT RELEASE AND IMPLEMENT STEPS TO PREVENT A RECURRENCE OF SHEET INDEX W 0 o 10+ YEARS FIELD EXPERIENCE INSPECTING EROSION CONTROL THE DISCHARGE WITHIN THE SAME 24 HOURS. ANY IN-STREAM CLEAN UP OF SEDIMENT SHALL BE z MEASURES FOR VARIOUS JURISDICTIONS IN NORTHWEST OREGON AND PERFORMED ACCORDING TO THE OREGON DIVISION OF STATE LANDS REQUIRED TIMEFRAME. Z EROSION AND SEDIMENT CONTROL PLANS T SOUTHWEST WASHINGTON. 24. THE INTENTIONAL WASHING OF SEDIMENT INTO STORM SEWERS OR DRAINAGE WAYS MUST NOT OCCUR. 0 Q _,. /ilti PROJECT VACUUMING OR DRY SWEEPING AND MATERIAL PICKUP MUST BE USED TO CLEANUP RELEASED SEDIMENTS. C24 OC INSPECTION FREQUENCY: 25. PROVIDE PERMANENT EROSION CONTROL MEASURES ON ALL EXPOSED AREAS. DO NOT REMOVE TEMPORARY ECOO COVER SHEET AND GENERAL NOTES Q I.- SEDIMENT CONTROL PRACTICES UNTIL PERMANENT VEGETATION OR OTHER COVER OF EXPOSED AREAS IS 0 w ESTABLISHED. HOWEVER, DO REMOVE ALL TEMPORARY EROSION CONTROL MEASURES AS EXPOSED AREAS EC10 CLEARING AND DEMOLITION p ' 1- 2 Luc-) 5t'h2UCt S I WEEKLY WHEN STORMWATER RUNOFF, INCLUDING BECOME STABILIZED, UNLESS DOING SO CONFLICTS WITH LOCAL REQUIREMENTS. PROPERLY DISPOSE OF C� ,13 F9I� OAK o RUNOFF FROM SNOW MELT, IS OCCURRING. CONSTRUCTION MATERIALS AND WASTE, INCLUDING SEDIMENT RETAINED BY TEMPORARY BMPS. ECZO GRADING, STREET, AND UTILITY CONSTRUCTION Li [U F� 26. IF VEGETATIVE SEED MIXES ARE SPECIFIED, SEEDING MUST TAKE PLACE NO LATER THAT SEPTEMBER 1; THE Ct i TO� �THORI ST J 1. ACTIVE PERIOD TYPE AND PERCENTAGES OF SEED IN THE MIX MUST BE IDENTIFIED ON THE PLANS. EC30 EROSION AND SEDIMENT CONTROL DETAILS �,; �+ 0 o T J m AT LEAST ONCE EVERY MONTH, REGARDLESS OF 27. ALL PUMPING OF SEDIMENT LADEN WATER SHALL BE DISCHARGED OVER AN UNDISTURBED, PREFERABLY w A a /0 WHETHER STORMWATER RUNOFF IS OCCURRING. ATTENTION EXCAVATORS: • >O U = -4 Q VEGETATED AREA, AND THROUGH A SEDIMENT CONTROL BMP I.E. (FILTER BAG). �_ * = 2. PRIOR TO THE SITE BECOMING INACTIVE OR ONCE TO ENSURE THAT EROSION AND SEDIMENT 28. ALL EXPOSED SOILS MUST BE COVERED DURING THE WET WEATHER PERIOD, OCTOBER 01 - MAY 31. OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY a Q U U Q IN ANTICIPATION OF SITE INACCESSIBILITY. CONTROL MEASURES ARE IN WORKING ORDER. ANY 29. IF WATER OF THE STATE IS WITHIN THE PROJECT SITE OR WITHIN 50 FEET OF THE PROJECT BOUNDARY, NOTIFICATION CENTER. THOSE RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR SW NORTH DAKOTA ST NECESSARY MAINTENANCE AND REPAIR MUST BE MAINTAIN THE EXISTING NATURAL BUFFER WITHIN THE 50-FOOT ZONE FOR THE DURATION OF THE PERMIT 952-001-0090. YOU MAY OBTAIN COPIES OF THESE RULES FROM THE CENTER BY CAWNG 11 1I Ii MADE PRIOR TO LEAVING THE SITE. COVERAGE, OR MAINTAIN LESS THAN THE ENTIRE EXISTING NATURAL BUFFER AND PROVIDE ADDITIONAL 503-232-1987. IF YOU HAVE ANY QUESTIONS ABOUT THE RULES, YOU MAY CONTACT THE i EROSION AND SEDIMENT CONTROL BMPS. 0. 3. INACTIVE PERIODS GREATER THAN FOURTEEN ONCE EVERY MONTH. CENTER. YOU MUST NOTIFY THE CENTER AT LEAST TWO BUSINESS DAYS, BEFORE I , a (14) CONSECUTIVE CALENDAR DAYS. LOCAL AGENCY-SPECIFIC EROSION COMMENCING AN EXCAVATION. CALL 503-246-6699. -97 4. PERIODS DURING WHICH THE SITE IS IF PRACTICAL, INSPECTIONS MUST OCCUR DAILY AT Li INACCESSIBLE DUE TO INCLEMENT WEATHER. A RELEVANT AND ACCESSIBLE DISCHARGE POINT OR CONTROL NOTES: VICINITY IV1AP DOWNSTREAM LOCATION. W Y � HanmEGlobal Partner 5. PERIODS DURING WHICH DISCHARGE IS MONTHLY. RESUME MONITORING IMMEDIATELY UPON 1. IF VEGETATIVE SEED MIXES ARE SPECIFIED, SEEDING MUST TAKE PLACE NO LATER THAT SEPTEMBER 1; THE TYPE AND 808 SVP 3rd Ave,, Ste. 300 PERCENTAGES OF SEED W THE MIX MUST BE IDENTIFIED ON THE PLANS. NOT TO SCALE UNLIKELY DUE TO FROZEN CONDITIONS. MELT, OR WHEN WEATHER CONDITIONS MAKE 2. ALL PUMPING OF SEDIMENT LADEN WATER SHALL BE DISCHARGED OVER AN UNDISTURBED, PREFERABLY VEGETATED AREA, Portland, OR 97204 DISCHARGES LIKELY. AND THROUGH A SEDIMENT CONTROL BMP I.E. (FILTER BAG). i Phone: (503) 287-6825 01 3. ALL EXPOSED SOILS MUST BE COVERED DURING THE WET WEATHER PERIOD, OCTOBER 01 - MAY 31. 1:4 Fax: (503) 415-2304 .21 1 PROJECT LOCATION: PROPERTY DESCRIPTION: * HOLD A PRE-CONSTRUCTION MEETING OF PROJECT CONSTRUCTION PERSONNEL THAT INCLUDES THE Q www.otak.com 8980 SW OAK ST 1 N 1 W 35AC: TAX LOTS 4000, 4100, 4200, 4300, 4400 INSPECTOR TO DISCUSS EROSION AND SEDIMENT CONTROL MEASURES AND CONSTRUCTION LIMITS. 18056 C18056ECOO N * ALL INSPECTIONS MUST BE MADE IN ACCORDANCE WITH DEQ 1200-CN PERMIT REQUIREMENTS. TIGARD, OREGON 97223 1N 1W 35AD: TAX LOT 1303 * INSPECTION LOGS MUST BE KEPT I N ACCORDANCE WITH DEQ'S 1200-ON PERMIT REQUIREMENTS, W Project No. Drawing Na. " LATITUDE -45'26'3$' * RETAIN A COPY OF THE ESCP AND ALL REVISIONS ON SITE AND MAKE IT AVAILABLE ON REQUEST E I EOO LONGITUDE = -122'46'14" TO DEQ, AGENT, OR THE LOCAL MUN I C I PAL I TY. DURING 1 NACT I VE PERI ODS OF GREATER THAN 1--I SEVEN (7) CONSECUTIVE CALENDAR DAYS, RETAIN THE ESCP AT THE CONSTRUCTION SITE OR AT Cl') Sheet No. 15 a ANOTHER LOCATION. © 0tak, Inc. 2016 XREF LIST J Ltscale: 60 /......,//./..„---... Resolved C18056X001 ~} "' o N P18056x707 m oSI 35AB / • Z o S1$056x190 Q o ISI 35AB W N C18055X460 "7 TL 03200 TL 03202 o �' U O L _ i- ISI 35AB ISI 35AB 151 35AB o TL 03302 TL 03304 TL 03403 a / ' © " z � (... o Z El J r NT OF E EOID SHA Y -. - .ms».µ...._ f C•a, '' 2' - - �1�-�> �111M1R �� 'jV m r+ a xa i —— - w.::: ✓;?,:sem . ::;.. ; ram' ate++,aadG. +er ; -- '1,14.. ..,.. ......, ml I i /41,1 i / f: `�� (n Ne -v -:. '� 41 n _ k; :ter..k < .,.:::. », �,, „„* —_.———— —_ — ,-� .+"^`/� .^'n+ i .+� „,,, .... `eW,m �'`b. \":\ .Aw„„„»,,...^.i ^'^" n;Ri.<.,,.. .,.�........,..�.» „„„„„.:m• ..w..”' A. 4a" 'Y, `4' e', k A Mr.. m ,. 1---, e , ,: �� 0 — �.r. , '»„ � � J '": • f-f•••• •;/ _�/ tC°�x Lu,I. �'52'71'E EY3.51 o-, . 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ISI 35AD_ � TL 01300 1111::—C‘.-_-- __ _ � � � _ Z � � 50 P��D r i i •�— wr ,r_ / AGE p� , I - �.. • �1 d- �� 1 1, .......... 4 •� a� — ••• ----- ----------- FM ---- — % CO / �_- �7- - / -----1..""16\ -.. O ��a �. :� o N 6 50' 0' 50' 100' ' �z ‘, (4). 6 Zr - SCALE IN FEET .:H.. 7 ,, .,....... ...-- / . . -.....-. I /II ........ ..... . __ ...__ , . ,,,, 7 ...-,..,.,..'''.".'',' �' __ /— \..\ .,, s, ,•,.., te.... r— _--....... ..... ,-..N. „ „,. „,, ''',,......,... .., -\__ % PROJECT \\ "°`_._. APPROXIMATE 100 YEAR ------' d BOUNDARY ---......--- I M M FLOOD PLAIN LINE /' . --- (ELEV.=163'1- NGVD) V 1 7 \ PHS WETLAND ISI 35AD mm N f ^ // w . \\ DELI NEAT I ON TL 04200 � " - .,� " w ,^u r w " '" �� EROSION CONTROL LEGEND .7 �� '� � • j � w CONSTRUCTION UMITS ! .,,,,,- „ ,,,e �i /155 SEDIMENT FENCE X X / .."/' /� (TO BE INSTALLED PRIOR TO GRADING) /� `-' b ... / ORANGE CONSTRUCTION FENCE -0 C / ` /i ISI 35AC 1 ',: I (TD BE INSTALLED PRIOR TO GRADING) / / �` / 3 TL 04400 /'' � (� i TREE PROTECTION FENCING -0 0 �. °, \ 4 (SEE LANDSCAPE PLANS) Z I f + , 4 I' CONTOUR �,'" � � k. 111:11. 111:. ..,.......,.....-----., I r‘ 5' CONTOUR• z O C' / 4 �` APPROXIMATE 100 YEAR Ur I- 6 ��F�-^�� ' I co � � FLOOD PLAIN LINE w c� ^� ��_ .... -- �._1- ��_ / / PHS WETLAND DELINEATION .F ai w _ �- _ �- __ i i 50' CWS VEGETATED CORRIDOR `” �:.:,,- ',:: --- -_--- _ J `fi BUFFER O E /.1 • o � , /-F :• � .� "" "A. "�` "°� ` ��_ 1 DRAINAGE FLOW DIRECTION "rlw� w - r _ r/ INLET PROTECTION r w., (21 c A,-r. 4'4:4 ",�, _ '-' ----- --.7._,3tee). Q ro �_� � `�� TREES IN PUBLIC }r= - ", RIGHT OF WAY FOR REMOVALXX `'1 a te. � - - ~~ 6 i • • CQ 0 0 \ .. w , �-t CONSTRUCTION ENTRANCE .rw`X � z PRE--CONSTRUCTION. CLEARING. AND DEMOL I T I ON EROSION AND SEDIMENT CONTROL NOTES: _ arc ` ;; '�~+ EXISTING CATCH BASIN iX CONSTRUCT I ON ENTRANCES, ETC. MUST BE I N ~`.`.!'tk �- \ L.,.... - G� Q ALL BASE ESC MEASURES (INLET PROTECTION, PERIMETER SEDIMENT CONTROL, GRAVEL CONS ) n...,,.ke::.,, ;. i , ,., =- Q PLACE, FUNCTIONAL, AND APPROVED I N AN INITIAL INSPECT ION, PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES. "`-, °'` Q J • CONSTRUCTION NOTES •• "• ' M — .4 M 2. SEDIMENT BARR I ERS APPROVED FOR USE INCLUDE SEDIMENT FENCE, BERMS CONSTRUCTED OUT OF MULCH, CH I PP I NGS, OR OTHER �� Q U U E SUI TABLE MATERIAL, STRAW WATTLES, OR OTHER APPROVED MATER I ALS. El INSTALL SEDIMENT FENCE PER DETAIL 875, SHEET EC-30. 3. SENSITIVE RESOURCES INCLUDING, BUT NOT L I M I TED T0, TREES, WETLANDS, AND R I PAR I AN PROTECTION AREAS SHALL BE CLEARLY INSTALL CONSTRUCTION ENTRANCE PER DETAIL 855, SHEET EC-30. DELINEATED WITH ORANGE CONSTRUCTION FENCING OR CHAIN LINK FENCING IN A MANNER THAT IS CLEARLY VISIBLE TO ANYONE IN THE I 00 AREA. NO ACTIVITIES ARE PERMITTED TO OCCUR BEYOND THE CONSTRUCTION BARRIER. INSTALL INLET PROTECTION (TYPE 4) PER DETAIL 915, SHEET EC-30. ill a Q 4. CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE INSTALL ORANGE CONSTRUCTION FENCING TO DELINEATE BOUNDARY Imo-+ PROJECT. ADD I T I ONAL MEASURES I NCLUD I NG, BUT NOT L I M I TED TO, T I RE WASHES, STREET SWEEP I NG, AND VACUUM I NG, MAY BE REQU I RED OF SENSITIVE RESOURCE AREAS. ▪ TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. `` *' ; INSTALL TREE PROTECTION FENCING PER TREE PROTECTION DETAIL ' 5, RUN-ON AND RUN-OFF CONTROLS SHALL BE I N PLACE AND FUNCTIONING PR 1 OR TO BEGINNING SUBSTANTIAL CONSTRUCTION SHOWN ON SHEET EC-30. (]-t Hanm'iGlobal Partner ACTIVITIES. RUN-ON AND RUN-OFF CONTROL MEASURES INCLUDE: SLOPE DRAINS (WITH OUTLET PROTECTION), CHECK DAMS, SURFACE 808 SW 3rd Ave., Ste. 300 ROUGHENING, AND BANK STAB IL I ZAT I ON. 0 INSTALL DOUBLE LAYER OF SEDIMENT FENCE FOR WORK WITHIN 50' Portland, OR 97204 § OF WATERS OF THE STATE (WETLANDS.) • 6. CONTRACTOR TO VERIFY LOCATION AND ABANDON SEPTIC AND DRAIN FIELDS PER APPLICABLE LOCAL, STATE AND FEDERAL Phone: (503) 287-6825 4 REQUIREMENTS. SEPTIC AND DRAIN FIELDS ARE NOT ANTICIPATED TO BE ENCOUNTERED I N THIS PHASE OF WORK. �' Fax: (503) 415-2304 DEMOLISH AND REMOVE EXISTING BUILDING Q www,otak.corn • 7. CLEARING LIMITS ARE DEFINED BY LIMITS OF DISTURBANCE, 18056 C18056EC10 " THESE EROSION AND SEDIMENT CONTROL PLANS ASSUME W Project No. Drawing No. N 8, REMOVE ALL UTILITIES ON PROPERTY UNLESS OTHERWISE NOTED, INCLUDING STORM L I NES / APPURTENANCES, SANITARY L I NES / "DRY WEATHER" CONSTRUCTION. "WET WEATHER" • APPURTENANCES, ROOF DRAIN CONNECTIONS, AND OVERHEAD POWER. EXISTING UTILITIES WITHIN PUBLIC RIGHT-OF-WAY TO REMAIN EC1 O UNLESS SPECIFICALLY NOTED. CONSTRUCTION MEASURES NEED TO BE APPLIED BE-WEEN OCTOBER 1ST AND MAY 31ST. Sheet No. D © Otak, Inc. 2016 XREF LIST J Ltscale: 6D � Resolved '' n 018056X001 • -, N C18056X460 f!7 518056x190 Q ISI 35AB � _. , w 411. 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PROJECT ,`� DISCHARGE '.�____J/ LOCATION EROSION CONTROL LEGEND Z BOUNDARY T� �'�/i : \ �I S I 35AC ` ISI 35AC g V 1 7 ; TL 04200 TL 04400 = CONSTRUCTION LIMITS �� -••,' S`` �1 PHS WETLAND a� � '' SEDIMENT FENCE X X 0 / DELINEATION APPROXIMATE 100 YEAR (TO BE INSTALLED PRIOR TO GRADING) / a 1 I .'' ) FLOOD PLAIN LINE w Ct /,// �V �� (ELEV.= 1631+/- NGVD) 'f ORANGE CONSTRUCTION FENCE -� 0 / /1 �r..� (TO BE INSTALLED AFTER GRADING) z O �,,, .-, �' '�`- / i •STRAW WATTLES • ••••••a•••••a••••••••• 777 �,! '� of rte✓ - 1 (TO BE INSTALLED AFTER GRADING) (r``yy'' U w�: '` 4 I CONSTRUCTION ENTRANCE : ... Zr / r? _. 4 C DRAINAGE FLOW DIRECTION k..,„..., .; ,'� �? >} INLET PROTECTION � °� r�, _ -. ,. �� `--�"`cI" r� ... �- / �/ ! can cm �/ LJ._I Ci -.....,: - - -\ w„1'1 ,......\60 _ l I �[] I Q Z / �� - - �� .15-_ _ __-. _• i I ��` rte..., a '� STOCKPILE Fey i i ) •T•4 C -. /-- PJ GRADING STREET AND UTILITY EROSION AND SEDIMENT CONTROL NOTES. 1 - _o -H -M.- �- � - CONSTRUCTION STAGING AREA (CLEAN ROCK PAD FOR • "�� " -�� SOLID & HAZARDOUS WASTE AND FUEL STORAGE) mm Q 1. SEED USED FOR TEMPORARY OR PERMANENT SEEDING SHALL BE COMPOSED OF ONE OF THE FOLLOWING 8. CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED "- - � - - �' - Li_ C 7 MIXTURES, UNLESS OTHERWISE AUTHORIZED: FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES INCLUDING, BUT NOT LIMITED T0, TIRE EROSION AND SEDIMENT ��/ '- ,' o Z A. DWARF GRASS MIX (MIN. 100 LB./AC.) WASHES, STREET SWEEPING, AND VACUUMING MAY BE BE REQUIRED TO INSURE THAT ALL PAVED AREAS ARE _ 1. DWARF PERENNIAL RYEGRASS (80% BY WEIGHT) KEPT CLEAN FOR THE DURATION OF THE PROJECT. �� ,� - CONSTRUCTION PARKING AREA (CLEAND ROCK + + Q 2. CREEPING RED FESCUE (20% BY WEIGHT) 9 ACTIVE INLETS TO STORM WATER SYSTEMS SHALL BE PROTECTED THROUGH THE USE OF APPROVED INLET CONTROL BMP IMPLEMENTATION. CONSTRUCTION NOTES. `-, _ PAD. NO ON-STREET PARKING ALLOWED) �,,, - CC B. STANDARD HEIGHT GRASS MIX (MIN. 100LB./AC.) + + 0 (7 1. ANNUAL RYEGRASS (40% BY WEIGHT) PROTECTION MEASURES. ALL INLET PROTECTION MEASURES ARE TO BE REGULARLY INSPECTED AND 1. ALL BASE ESC MEASURES (INLET PROTECTION, PERIMETER SEDIMENT INSTALL SEDIMENT FENCE PER DETAIL 875, SHEET EC-30. 2. TURF-TYPE FESCUE (60% BY WEIGHT) MAINTAINED AS NEEDED. CONTROL, GRAVEL CONSTRUCTION ENTRANCES, ETC.) MUST BE IN PLACE, FUNCTIONAL, AND APPROVED IN AN INITIAL INSPECTION, PRIOR TO INSTALL CONSTRUCTION ENTRANCE PER DETAIL 855, SHEET EC-30. EXISTING STORM LINE SD I-, COMMENCEMENT OF CONSTRUCTION ACTIVITIES. �--E� 2. SLOPE TO RECEIVE TEMPORARY OR PERMANENT SEEDING SHALL HAVE THE SURFACE ROUGHENED BY MEANS OF 10. SATURATED MATERIALS THAT ARE HAULED OFF-SITE MUST BE TRANSPORTED IN WATER-TIGHT TRUCKS EXISTING CATCH BASIN l i 0 a 8 TRACK-WALKING OR THE USE OF OTHER APPROVED IMPLEMENTS. SURFACE ROUGHENING IMPROVES SEED BEDDING TO ELIMINATE SPILLAGE OF SEDIMENT AND SEDIMENT-LADEN WATER. 2. ALL "SEDIMENT BARRIERS (TO BE INSTALLED AFTER GRADING}" SHALL 0 INSTALL INLET PROTECTION (TYPE 4) PER DETAIL 915, SHEET EC-30. •-1- AND REDUCES RUN-OFF VELOCITY. EXISTING 1' CONTOUR - - - 11. AN AREA SHALL BE PROVIDED FOR THE WASHING OUT OF CONCRETE TRUCKS IN A LOCATION THAT BE INSTALLED IMMEDIATELY FOLLOWING ESTABLISHMENT OF FINISHED GRADE 4 INSTALL ORANGE CONSTRUCTION FENCING TO DELINEATE BOUNDARY 'Q DOES NOT PROVIDE RUN-OFF THAT CAN ENTER THE STORM WATER SYSTEM. IF THE CONCRETE WASH-OUT AS SHOWN ON THESE PLANS. OF SENSITIVE RESOURCE AREAS. EXISTING 5' CONTOUR - 230 - - - - <ii- ::>•�<<:°>: , 3. LONG TERM SLOPE STABILIZATION MEASURES SHALL INCLUDE THE ESTABLISHMENT OF PERMANENT VEGETATIVE -+ < .;:,.,. V VIA SEEDINGWITH APPROVEDMIX AND APPLICATION RATE. AREA CAN NOT BE CONSTRUCTED GREATER THAN 50' FROM ANY DISCHARGE POINT, SECONDARY MEASURES ; ; .:'S a. COVER 3. LONG TERM SLOPE STABILIZATION MEASURES "INCLUDING MATTING" SUCH AS BERMS OR TEMPORARY SETTLING PITS MAY BE REQUIRED. THE WASH-OUT SHALL BE LOCATED 5 INSTALL TREE PROTECTION FENCING PER TREE PROTECTION DETAIL PROPOSED 1' CONTOUR 224 y4. TEMPORARY SLOPE STABILIZATION MEASURES SHALL INCLUDE: COVERING EXPOSED SOIL WITH PLASTIC SHEETING, WITHIN SIX FEET OF TRUCK ACCESS AND BE CLEANED WHEN IT REACHES 50% OF THE CAPACITY. SHALL BE IN PLACE OVER ALL EXPOSED SOILS BY OCTOBER 1. SHOWN ON SHEET EC-30. W Y PROPOSED 5' CONTOUR 225 a.4 HanmiGIobal Partner STRAW MULCHING, WOOD CHIPS, OR OTHER APPROVED MEASURES. 4. THE STORM WATER FACILITY SHALL BE CONSTRUCTED AND LANDSCAPED 0 INSTALL DOUBLE LAYER OF SEDIMENT FENCE FOR WORK WITHIN 50' TREE PROTECTION FENCING 12. SWEEPINGS FROM EXPOSED AGGREGATE CONCRETE SHALL NOT BE TRANSFERRED TO THE STORM WATER 808 SW 3rd Ave., Ste. 300 E 5. STOCKPILED SOIL OR STRIPPINGS SHALL BE PLACED INA STABLE LOCATION AND CONFIGURATION. DURING "WET SYSTEM. SWEEPINGS SHALL BE PICKED UP AND DISPOSED IN THE TRASH. PRIOR TO THE STORM WATER SYSTEM FUNCTIONING AND SITE PAVING. OF WATERS OF THE STATE (WETLANDS.) (SEE LANDSCAPE PLANS) a Portland, OR 97204 WEATHER" PERIODS, STOCKPILES SHALL BE COVERED WITH PLASTIC SHEETING OR STRAW MULCH. SEDIMENT FENCE 5. INLET PROTECTION SHALL BE IN-PLACE IMMEDIATELY FOLLOWING PAVING 1:1INSTALL CONCRETE TRUCK WASHOUT PER DETAIL 6, SHEET EC-30. �+ Phone: (503) 287-6825 Ln IS REQUIRED AROUND THE PERIMETER OF THE STOCKPILE. 13. AVOID PAVING IN WET WEATHER WHEN PAVING CHEMICALS CAN RUN-OFF INTO THE STORM WATER ACTIVITIES. Qom' Fax: (503) 415-2304 SYSTEM. Q www.otak.com • 6. EXPOSED CUT OR FILL AREAS SHALL BE STABILIZED THROUGH THE USE OF TEMPORARY SEEDING AND ra CONSTRUCT STAGING AREA INSTALL CLEAN ROCK PAD FOR SOLID N MULCHING, EROSION CONTROL BLANKETS OR MATS, MID-SLOPE SEDIMENT FENCES OR WATTLES, OR OTHER 14. USE BMPs SUCH AS CHECK-DAMS, BERMS, AND INLET PROTECTION TO PREVENT RUN-OFF FROM 6" WHEN PROPOSED BREAKING DRAINS TO THE STREET, ADD SILT AND HAZARDOUS WASTE, FUEL STORAGE, AND EQUIPMENT THESE EROSION AND SEDIMENT CONTROL PLANS ASSUME 18056 C18056EC20 N APPROPRIATE MEASURES. SLOPES EXCEEDING 25% MAY REQUIRE ADDITIONAL EROSION CONTROL MEASURES. REACHING DISCHARGE POINTS. FENCING UPSTREAM OF STREET IN ORDER TO REDUCE RUNOFF TO STREET MAINTENANCE. "DRY WEATHER" CONSTRUCTION. "WET WEATHER" W Project No. Drawing No. AND STORM SYSTEM (TYP). CONSTRUCTION MEASURES NEED TO BE APPLIED BETWEEN Hi E C 2 C 7. AREAS SUBJECT TO WIND EROSION SHALL USE APPROPRIATE DUST CONTROL MEASURES INCLUDING THE 15. COVER CATCH BASINS, AREA DRAINS, MANHOLES, AND OTHER DISCHARGE POINTS WHEN APPLYING SEAL Ell INSTALL WATTLES PER DETAIL 880, SHEET EC-30. APPLICATION OF A FINE SPRAY OF WATER, PLASTIC SHEETING, STRAW MULCHING, OR OTHER APPROVED MEASURES. COAT, TACK COAT, ETC. TO PREVENT INTRODUCING THESE MATERIALS TO THE STORM WATER SYSTEM. 7. INLET PROTECTION SHALL BE IN-PLACE IMMEDIATELY FOLLOWING PAVING 10 OCTOBER 1ST AND MAY 31ST. ACTIVITIES. OUTLET PROTECTION RIP RAP PER DETAIL 820, SHEET EC-30. Sheet No. a © °tak, Inc. 2015 PM PAWN 1111160111,4=1 ma NOM ila FOR 4/ I P f71M�4 WEI1151 ON DESIGNECRITERIASEE INFORMATION //• CHAPTER 4 OF CLEAN WATER �� t0° ANGLE FILTER FABRICAtilam SERVICES EROSION PREVENTION AND v106.‘.1.6" �. . FENCE TO ASSURE SOIL IS TRAPPED 1 ,,I,, PLANNING AND DESMENT SIIGNOMANUAL. N Q e 1 .i••', : I '.‹...7 9 , O 0,,,��p :;p ` y I 1..\-\\: p )), // ,-- 01•••• ,..:,4-.....:...i.1::-.•• ..;-.•:..} ` ` �— ,am,all! LLJ to /// : :� :. ••:_8 ;4: ■■ ISMO WILCO ALCM WPC COMM / M MOLE 0 / RADIUS - 25' MIN. --v : ...&.'''. •:..1.-." NOT TO SCALE - d -..... -`- INTERLOCKED 1A •.:• 2"x 2" POSTS o% p CLEAN Prr RUN OR 3"- 6" CLEAN ROCK ' O. �r' � ite�IEc AND ATTACH SAN VIEW I INIMUM 12" OVERLAP (n 4; SUBGRAOE REINFORCEMENT *Gil T RK �/NTS '/� OF SEAMS. El p ci GEO1EX11LE. AS REQUIRED ►p i / Cr 8' MIN. /rUSE STITCHED LOOPS CQ , DEPTH 3' minimum // OVER 2"x 2" POSTS NOTES: r , •20' MIN. FOR SINGLE FAMILY AND DUPLEX RESIDENTIAL from toe slope. -J I L i • • • • • • • • •o mNQ 1. BURY BOTTOM OF FILTER FABRIC 6" 'VERTICALLY BELOW FINISHED GRADE ° rGRAVEL�� STRUCTIONCURB RAMP ////V. °� 02 2'x Y FlR. PINE OR STEEL ° ` r CV. ry FENCE POSTS. C110W414141adigQ p 0 _ _ -w" PAVEMENT /I��-' a 3. POSTS 1D BE INSTALLED ON n ° NOT TO SCALE - (/J • {Iy; • .pi,LEI UPHILL SIDE OF SLOPE. p p l >i ,'. ie •�' .. �'�!i .uuLA � --•�`\ 4. COMPACT BOTH SIDES OF FILTER FABRIC a NO r r_ �, }� \L;1 r ///� TRENCH. C U 5. PANELS MU5r BE PLACED PIAN qCf hillUgsW11111.... O I ';:i�/, ' fir ,, • ACCORDING TO SPACING ON �— , ,,., •' ',. . ..: P�R`OFILE DETAIL NO.940 -rl- 11-=11-11-II u- — „ .. �II�TT'`IL;IIii _I�-117J .-7.,,./7%,!'f', - — NTS ° ,. „ „ ,. „_ a MO NOTES: NQTTHE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR FLOWING OF I 1 M a a 1. STAKING SP BARRIER REQUIRED O TOE OF SLOPE.S: COI UPIAL n SEDIMENT ONTO PUBUC RIGHT-OF-WAYS. THIS MAY REQUIRE TOP DRESSING. REPAIR AND/OR CLEAN FILTER FABRIC MATERIAL a b. ADDITIONAL STAKES MAY BE INSTALLED ON OUT OF ANY MEASURES USED TO TRAP SEDIMENT. m DOWNHILL SLOE OF WATTLES,ON STEEP SLOPE CH PLASTIC SHEETING S.Q.+1- `9Sd,0 CD 2. WHEN NECESSARY, WHEELS SHALL 2E CLEANED PRIOR TO ENTRANCE ONTO PUBUC RIGHT-OF-WAY. I 36" WIDE ROLLS HIGHLY EROSIVE SOLS. .\ CNI 3. WHEN WASHING IS REQUIRED. R SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE -EN %) THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. o a 2. SPACING IN ACCORDANCE WTH DETAIL 940. 4. WHERE RUNOFF CONTAINING SEDIMENT LADEN WATER IS LEAVING THE SITE VIA THE CONSTRUCTION I I t'� m�rY Z 9,1 >, I j a 3. REMOVE ALL ROLT6, CLODS.VEGETATION DR NATES: p 11 ENTRANCE, OTHER MEASURES SHALL BE IMPLEMENTED TO DIVERT RUNOFF THROUGH AN APPROVED ''' .‘'...(/1/2., �` �`. \. \. 1. MINIMUM 12" OVERLAP OF ALL SEAMS REQUIRED. - i..(//t /// / `/ / / OTHER OBSTRUCTIONS SO THAT THE INSTALLED FILTERING SYSTEM. +P !/!r./ll[ / WATTLES WILL HAVE DIRECT CONTACT'FIFTH THE z L to CV 5. p13�ENSIQJtS I PAN MEW sox.. 2. BARRIER REQUIRED 0 TOE OF STOCK PILE. W 0 ANGLE FAMILY ! 3. COVERING MAINTAINED TIGHTLY IN PLACE 0 ,` 20' LONG BY 20' WIDE 8' DEEP OF 3f" MINUS CLEAN ROCK. 1 '} FOR FURTHER INFORMATION NOT TO SCALE C. INSTALL THE WATTLES IN 2"DEEP TRENCH. �� Q C�MM11fRCW 6'MAXIMUM SPACING ON DESIGN CRITERIA SEE INSURING THAT Na GAPS I xlsr PET11EQ1 THE BY USING SANDBAGS OR TIRES ON ROPES WITH A Q /� LJJ 50' LONG Err 20' WIDE 3-6- CLEAN ROCK, FOR FURTHER INFORMATION CHAPTER 4 OF CLEAN WATER SOLMOS AND THE BOTTOM Cf.THE WATTLE.. THE MAXIMUM 10' GRID SPACING IN ALL DIRECTIONS. �� =4i.. CC GOVERNING AUTHORITY MAY REQUIRE GEOTEXT1LE FABRIC TO ON DESIGN CRITERIA SEE 1RONT VIEW SERVICES EROSION PREVENTION ENDS OF ADJACENT WATTLES SHALL BE PREVENT SUB-SOIL PUMPING. CHAPTER 4 OF CLEAN WATER AND SEDIMENT CONTROL OVERLAPPED 1 Ff.MINIMUMW TO PREVENT SERVICES EROSION PREVENTION TS PLANNING AND DESIGN MANUAL SEDIMENT PASSING THROUGH THE FIELD JOINT. �,�� LX AND SEDIMENT CONTROL VV4 PLANNING AND DESIGN MANUAL CONSTRUCTION ENTRANCE WATTLES I► G`eanWatelr Vices SEDIMENT FENCE C nW� ' PLASTIC SHEETING ClesaWir Seviaer Detail Drawing 855 REVISED 12-06 Our commitment clear. DRAWING NO. 875 REVISED 12-06 Oar.easidatY dam. DRAWING NO. 880 REVISED 12-16 DRAWING NO. 810 REVISED 12-06 0m«��*� RIS R IMI IIMAIION ODam anist1111 OOP 4 OF CUM UMW MAY BE USED SHORT TERN Y MO=11�1 PlllelAl W/ UTILITY WORK AND W/ ' NO SIDIEKT tam-6 1 PIJIMMO MO®I YMUNL PHASING OF DEVELOPMENT "-_-_- ±.: PL SIGN J i _ = - ; �— r "Ing"� "op �;;^ ' ____/ �p ` FLOW ,; 1n„ i: .; at I Iy 140i"' y �� ► Allffl� II IINII�IINYIa 51 t. N IrAnl�,iiii Ill 1R4G RI�P"uu 4 a 111111 n�lii IIII�LnIUPi M 1 N, �. • I malt III ,, rn Mr \ L i t /� , �nnun ---_-- -te r v/ .41'. tV/ AS, , , „H ,,� .. _ I I - -me—w.,T,r5 I' 1 AREA DRAIN - ' f DRIP LINE WASHOUT DIMENSIONS: -3 CATCH BASIN wri / +Width=3', Length=e', Depth=2' ,rn i �* 6 DOMESTIC STUD TEE POSTS, ZIP TIE ATTACHMENT _..._ li FLOW /Q' (3) PER POST , ._, TYP C1'ONO iiii000..... „': �'� FLOW TI '� 5' CHAIN LINK FENCING PLAN VIEW (=MN.rTrPo11>. `mal sonar i . .. RI . . NTS oite ��'11�il�a R i �� 41. .II . ' NOTES: \ • •• ael�IES ►• . =-:, -- �� ----- 1. CONSTRUCT CONCRETE WASHOUT STATION USING STRAW BALES STAKED TOGETHER AND ULel SAY al I� ' ' '4 III DRAPED WITH PLASTIC SHEETING. nt ” PLAN ' IiRl' CRITICAL ROOT ZONE IV. AL DITCH INLET rr"' TO BE PROTECTED C ) 2. PROVIDE SIGNAGE CLEARLY IDENTIFIING STATION AS A CONCRETE WASHOUT AREA. #`="` NOTE CAUTION SHALL BE USED TO NOT OVERFlU WASHOUT. EMPTY WASHOUT BEFORE REACHING ), r 6" overlap of bags, EXISTING TREES TO REMAIN (PER PLAN) PROTECT WITH 5' HT. 3. 2/3 OF CAPACITY. •; VIM NOTES:-V r CHAIN LINK FENCING AROUND DRIP LINE DURING CONSTRUCTION WASHOUT WATER SHALL NOT BE RELEASED INTO STORM +TRAIN SYSTEM, SURFACE WAILKS, 1. ADDITIONAL. MEASURES MUST BE —11 4. OR RETENTION POND. CONSIDERED DEPENDING oN SOIL TYPES. NEITHER TOP SOIL STORAGE NOR CONSTRUCTION MATERIAL SHALL ' ` u r„,•_ s.•.. } BE LOCATED WITHIN THE DRIP LINE OF TREE. FENCES SHALL BE IN ALL WASH DOWN LIQUIDS AND SURREY SHALL BE NEUTRIWZED TO A PH OF 6.5 TO 7,5 2. BIO-FILTER BAGS SHOULD BE PLACE PRIOR TO BEGINNING CONSTRUCTION. ADJUSTMENTS TO THE 5. WITH "DRY ICE" IN ACCORDANCE WITH DEO REQUIREMENTS BEFORE OFFSITE DISPOSAL. NO �� s STAKED WHERE APPLICABLE USING (2) UOUIDS WILL BE ALLOWED TO SPILL OR LEAK FROM THE WASH DOWN PROCESS OR PROFILE 1"x2" WOODEN STAKES OR APPROVED LOCATION OF PROTECTIVE FENCING MAY BE REQUIRED TO COMPLETE FAFAT AN APPROVED LANDFILL MATERIALSCONSTRUCTION OF PERMANENT WILL BE REMOVED FROM THE SF TE E AND DISPOSED EQUAL PER BAG. FACILITIES. NOTES: 3. WHEN USING 30" BIO-BAGS TO FOR FURTHER INFORMATION PROTECT A CATCH BASIN YOU MUST DN DESIGN CRITERIA SEE TREE PROTECTION DETAIL __I 1. DO BAGS ONLY REQUIRED WHET! DISCHARGING SEDIMENT LADEN WATER. CHAPTER 4 OF CLEAN WATER 2. STAKING OF BAGS REQUIRED NTH EITHER METHOD USING (2) 1"x 2" WOOD STAKES OR HAVE 4 BAGS AND THEY SHALL BE SERVICES ERIISIINI PREVENTION O APPROVED EQUAL PER BAG. OVERLAPPED BY 6". AND SEDIMENT DESIGN CONTROL N PLANNING AND DESIGN MANUAL. w NOT TO SCALE z OUTLET PROTECTION INLET PROTECTION - RIP RAP C w ' TYPE 4 C DRAWING NO. 820 REUSED 12-15 DRAWING NO. 915 REVISED 12-16 Z DETAIL 6 CONCRETE WASHOUT STATION Q o LL.I Z W EI..IIIIIIII' - w E W ° o v z = W ,.. W o cn v J Ti E- 40 z Ci ro C) f— Q W co C\I U- z co `T Q ( o o , 4 O U w 6 L c. co • a a m Ems \ I� ,. NlininniM Y HanmiGlobal Partner N o 808 SW 3rd Ave., Ste. 300 DO Portland, OR 97204 E Phone: (503) 287-6825 Fax: (503) 415-2304 C www.otak-corn 18056 C18056EC30 0 cNI p4 Project No. Drawing No. 1_, _.., EC3O 0 Sheet No. a 1 © Otak, Inc. 2016 STRUCTURAL ABBREVIATIONS STRUCTURAL DRAWING SYMBOLS GENERAL PART 3 EXECUTION THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION AND CORRELATION OF ALL ITEMS AND WORK A. CONTRACTOR SHALL EXCAVATE TO THE LINES AND GRADES SHOWN ON THE # NUMBER OR POUNDS ID INSIDE DIAMETER NECESSARY FOR COMPLETION OF THE PROJE"T AS INDICATED BY THE CONTRACT DOCUMENTS. SHOULD CONSTRUCTION DRAWINGS. IN INCH ANY QUESTION ARISE REGARDING THE CONTRACT DOCUMENTS OR SITE CONDITIONS, THE CONTRACTOR B. OVER-EXCAVATE DELETERIOUS SOILS AND REPLACE WITH SUITABLE FILL AS REQUIRED. AB ANCHOR BOLT INT INTERIOR SHALL REQUEST INTERPRETATION AND CLARIFICATION FROM THE ENGINEER BEFORE BEGINNING THE ACI AMERICAN CONCRETE INSTITUTE PROJECT. THE ABSENCE OF SUCH REQUEST SHALL SIGNIFY THAT THE CONTRACTOR HAS REVIEWED AND 3.02 BASE LEVELING PAD 6 r` ADDL ADDITIONAL JST JOIST FAMILIARIZED HIMSELF WITH ALL ASPECTS OF THE PROJECT AND HAS COMPLETE COMPREHENSION A. LEVELING PAD MATERIALS SHALL BE PLACED TO THE LINES AND GRADES SHOWN ON THE a0 a DETAIL REFERENCE ( ) n ADJ ADJACENT JT JOINT THEREOF. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONFORMANCE TO ALL SAFETY REGULATIONS CONSTRUCTION DRAWINGS. z AESS ARCHITECTURALLY EXPOSED STRUCTURAL DURING CONSTRUCTION. B. SOIL LEVELING PAD MATERIALS SHALL BE COMPACTED TO A MINIMUM OF 95 % STANDARD W STEEL K KIP(S) (1.000 POUNDS) m N OR 90 % MODIFIED PROCTOR- AFF ABOVE FINISH FLOOR KSI KIPS PER SQUARE INCH THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. UNLESS 6 C. LEVELING PAD SHALL BE PREPARED TO ENSURE FULL CONTACT TO THE BASE SURFACE m AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION OTHERWISE SPECIFICALLY NOTED; THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION OR OF THE CONCRETE UNITS. z E ALT ALTERNATE L. 2L ANGLE OR DOUBLE ANGLE DETAIL SECTION CUT CONSTRUCTION LOADS. ONLY THE CONTRACTOR SHALL PROVIDE ALL METHODS, DIRECTION AND RELATED o ALUM ALUMINUM LF LINEAR FOOT EQUIPMENT NECESSARY TO PROTECT THE STRUCTURE, WORKMEN AND OTHER PERSONS AND PROPERTY `n I' 3.03 STRUCTURAL GEOGRID INSTALLATION 5 a APA AMERICAN PLYWOOD ASSOCIATION LL LIVE LOAD DURING CONSTRUCTION. THE CONTRACTOR SHALL, AT HIS OWN EXPENSE, ENGAGE PROPERLY QUALIFIED w LLBB LONG LEGS BACK TO BACK A. GEOGRID SHALL BE ORIENTED WITH THE HIGHEST STRENGTH AXIS PERPENDICULAR TO o' ARCH ARCHITECTURAL PERSONS TO DETERMINE WHERE AND HOW TEMPORARY PRECAUTIONARY MEASURES SHALL BE USED AND THE WALL ALIGNMENT ASTM AMERICAN SOCIETY FOR TESTING AND LLH LONG LEG HORIZONTAL INSPECT SAME IN THE FIELD ANY MATERIAL NOT AS SPECIFIED OR IMPROPER MATERIAL INSTALLATION OR °} B. GEOGRID REINFORCEMENT SHALL BE PLACED AT THE ELEVATIONS AND TO THE EXTENT MATERIALS LLV LONG LEG VERTICAL S BUILDING OR WORKMANSHIP SHALL BE REMOVED AND REPLACED WITH SPECIFIED MATERIAL IN A WORKMANLIKE m u ASSY ASSEMBLY LONG LONGITUDINAL WALL SECTION MANNER AT THE CONTRACTORS EXPENSE. SHOWN ON THE CONSTRUCTION DRAWINGS OR AS DIRECTED BY THE LVL LAMINATED VENEER LUMBER 54 1.1 C. EXTEND GEOGRID TO THE FRONT FACE OF THE STONE TERRA, AT LEAST TO THE INTERIOR u ATR ALL THREAD ROD CUT EDGE OF THE CHAMFER. STRETCH GEOGRID TIGHT BEHINED WALL PRIOR TO INSTALLING ATRIA ALL THREAD ROD WITH ADHESIVE LWC LIGHT WEIGHT CONCRETE THESE PLANS, SPECIFICATIONS. ENGINEERING AND DESIGN WORK ARE INTENDED SOLELY FOR THE COMPACTED BACKFILL OVER, DO NOT PLACE OTHER MATERIALS AT HORIZONTAL JOINTS BETWEEN Q o U AWS AMERICAN WELDING SOCIETY PROJECT SPECIFIED HEREIN. MILLER CONSULTING ENGINEERS DISCLAIMS ALL LIABILITY IF THESE PLANS STONE TERRA BLOCKS THAT WOULD INTERFERE WITH TOP AND BOTTOM CONTACT WITH GEOGRID. o 0 CO MAX MAXIMUM ELEVATION OF AND SPECIFICATIONS OR THE DESIGN, ADVICE AND INSTRUCTIONS ATTENDANT THERETO ARE USED ON D. GEOGRID REINFORCEMENTS SHALL BE CONTINUOUS THROUGHOUT THEIR EMBEDMENT BF BRACED FRAME MC MISCELLANEOUS CHANNEL S WALL OR FRAME ANY PROJECT OR AT ANY LOCATION OTHER THAN THE PROJECT AND LOCATION SPECIFIED HEREIN. LEENGTHS. SPLICED CONNECTIONS BETWEEN SHORTER PIECES OF GEOGRID IS NOT ALLOWED o rn J BLDG BUILDING MECH MECHANICAL111, OBSERVATION VISITS TO THE JOB SITE AND SPECIAL INSPECTIONS ARE NOT PART OF THE STRUCTURAL UNLESS PRE-APPROVED BY THE ARCHITECT/ENGINEER PRIOR TO CONSTRUCTION. z crl CC o Q BLKG BLOCKING MF MOMENT FRAME ENGINEER S RESPONSIBILITY UNLESS THE CONTRACT DOCUMENTS SPECIFY OTHERWISE, BM BEAM MFR MANUFACTURER 3.04 REINFORCED BACKFILL PLACEMENT RUCTUF BN BOUNDARY NAIL MEP MECHANICAL ELECTRICAL; PLUMBING NON STRUCTURAL PORTIONS OF PROJECT. INCLUDING BUT NOT LIMITED TO PLUMBING, FIRE SUPPRESSION. A. REINFORCED BACKFILL SHALL BE PLACED. SPREAD, AND COMPACTED IN SUCH A MANNER � �� BOF BOTTOM OF FOOTING MIN MINIMUM © ELECTRICAL, MECHANICAL. LAND USE, SITE PLANNING, EROSION CONTROL FLASHING AND WATER- PSD PRO,cF REVISION SYMBOL THAT MINIMIZES THE DEVELOPMENT OF SLACK IN THE GEOGRID. S BOT BOTTOM MIR MIRROR PROOFING ARE BEYOND THE SCOPE OF THESE DRAWINGS AND ARE PROVIDED BY OTHERS. 5� GIN `�i B. REINFORCED BACKFILL SHALL BE PLACED AND COMPACTED IN LIFTS NOT TO EXCEED 8 Esc p BRBF BUCKLING RESTRAINED BRACED FRAME MISC MISCELLANEOUS C� C�, .Q MSA MASONRY SCREW ANCHOR INCHES WHERE HAND COMPACTION IS USED, OR 12 INCHES WHERE HEAVY COMPACTION EQUIPMENT 654:1PE r BRNG BEARING TEMPORARY SHORING IS USED. BSMT BASEMENT WHEREVER SHORING IS REQUIRED: THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING A SHORING C. REINFORCED BACKFILL SHALL BE COMPACTED TO 95 % OF THE MAXIMUM DENSITY AS BTWN BETWEEN (N)NIC NOT CONTRACT ill SYSTEM THAT PREVENTS SETTLEMENT AND/OR DAMAGE TO EXISTING FACILITIES AND PROTECTS DETERMINED BY ASTM D1557. THE MOISTURE CONTENT OF THE BACKFILL MATERIAL PRIOR TO AND •y �•RE 6 `7 BU BUILT-UP PERSONNEL. THE PUBLIC, AND THE BUILDING, SUPPORTING STREETS, WALKWAYS, UTILITIES, DURING COMPACTION SHALL BE UNIFORMLY DISTRIBUTED THROUGHOUT EACH LAYER AND SHALL BE 2� G�je ��f 8/ BOTTOM OF NOM NOMINAL �� GRID LINES IMPROVEMENTS AND EXCAVATION AGAINST LOSS OF GROUND OR CAVING OF EMBANKMENTS DURING29 \c NTE NOT TO EXCEED ( A ; WITHIN 2 PERCENTAGE POINTS DRY OF OPTIMUM. cry �F �J CONSTRUCTION, AS REQUIRED. THE CONTRACTOR SHALL LOCATE THE SYSTEM CLEAR WITHOUT D. ONLY LIGHTWEIGHT HAND-OPERATED EQUIPMENT SHALL BE ALLOWED WITHIN 4 FEET RYAN C CAMBER OR CHANNEL AMERICAN STANDARD NTS NOT TO SCALE OBSTRUCTION OF THE PERMANENT STRUCTURE AND TO PERMIT CONSTRUCTION TO PROCEED ( ) FROM THE TAIL OF THE MODULAR CONCRETE UNIT, CANT CANTILEVER E. TRACKED CONSTRUCTION EQUIPMENT SHALL NOT BE OPERATED DIRECTLY UPON THE 'EXPIRES: 12 -31 -2018 I CIP CAST IN PLACE 00 ON CENTER BUILDING CODE GEOGRID REINFORCEMENT. A MINIMUM FILL THICKNESS OF 6 INCHES IS REQUIRED PRIOR TO OD OUTSIDE DIAMETER OPERATION OF TRACKED VEHICLES OVER THE GEOGRID. TRACKED VEHICLE TURNING SHOULD BE CG CENTER OF GRAVITY ALL PHASES OF THE WORK SHALL CONFORM TO THE 2014 OREGON STRUCTURAL SPECIALTY CODE; BASED CGS CENTER OF GRAVITY OF (PRESTRESSING) STEEL OPP OPPOSITE ' ROTATE VIEW SYMBOL ON THE 2012 INTERNATIONAL BUILDING CODE (IBC), INCLUDING ALL REFERENCE STANDARDS, UNLESS KEPT TO A MINIMUM TO PREVENT TRACKS FROM DISPLACING THE FILL AND DAMAGING THE GEOGRID. CJ CONTROL OR CONSTRUCTION JOINT OWJ OPEN WEB JOIST NOTED OTHERWISE. F. RUBBER TIRED EQUIPMENT MAY PASS OVER GEOGRID REINFORCEMENT AT SLOW CJP COMPLETE JOINT PENETRATION SPEEDS, LESS THAN 10 MPH. SUDDEN BRAKING AND SHARP TURNING SHALL BE AVOIDED_ CL CENTERLINE PAF POWDER ACTUATED FASTENER SPECIAL INSPECTION 1 STRUCTURAL OBSERVATION G. AT THE END OF EACH DAY S OPERATION, THE CONTRACTOR SHALL SLOPE THE LAST LIFT PC PRECAST at CLG CEILING SPECIAL INSPECTION AND/OR TESTING IS REQUIRED IN ACCORDANCE WITH IBC SECTION 1704. THE OF REINFORCED BACKFILL AWAY FROM THE WALL UNITS TO DIRECT RUNOFF AWAY FROM WALL CLR CLEARANCE, CLEAR PCF POUNDS PER CUBIC FOOT CONTRACTOR SHALL PROVIDE SUFFICIENT NOTICE TO ALLOW SCHEDULING OF SPECIAL INSPECTION. IT IS FACE. THE CONTRACTOR SHALL NOT ALLOW SURFACE RUNOFF FROM ADJACENT AREAS TO ENTER CLSM CONTROLLED LOW STRENGTH MATERIAL PERP PERPENDICULAR0 THE OWNER S RESPONSIBILITY TO PROVIDE SPECIAL INSPECTION AND TESTING BY A QUALIFIED THIRD THE WALL CONSTRUCTION CMU CONCRETE MASONRY UNIT PJP PARTIAL JOINT PENETRATION NORTH ARROW PARTY, SUCH AS A TESTING AGENCY REVIEWED BY THE ENGINEER. MILLER COL COLUMN PL PLATE 3.05 FILTER FABRIC C O N S U L T I N G CONC CONCRETE PLF POUNDS PER LINEAL FOOT REFERENCE THE SPECIAL INSPECTION TABLE ON SHEET S0.2 FOR ITEMS REQUIRING SPECIAL PLYWD PLYWOOD A. FILTER FABRIC TO BE NON-WOVEN GEOTEXTILE (AMOCO 4545, MIRAFI 140N, OR EQUIVALENT). ENGIN E E R S CONN CONNECTION PSI POUNDS PER SQUARE INCH INSPECTION AND TESTING. 9570 SW Barbur Blvd CONST CONSTRUCTION PSF POUNDS PER SQUARE FOOT Suite One Hundred CONT CONTINUOUS SHOP DRAWINGS/SUBMITTALS COORDCOORDINATE PT PRESSURE TREATED OR POST TENSIONED SHOP DRAWINGS FOR SPECIFIC PRODUCTS GENERATED BY SUPPLIER SHALL BE SUBMITTED FOR THE Portland, OR 97219 PVC POLYVINYL CHLORIDE Phone 503.246.1250 CSA CONCRETE SCREW ANCHOR ITEMS NOTED IN THE SUBMITTAL SCHEDULE. DRAWINGS SHALL BE TO SCALE AND ACCURATELY INDICATE Fax 503.246.1395 QTY QUANTITY SURFACE -STEPPED ALL PERTINENT ASPECTS OF THE ITEM(S)AND METHOD OF CONNECTION TO THE WORK. SHOP DRAWINGS www.miller-se.com d PENNY (NAIL) SHALL INDICATE ERECTION AND TEMPORARY BRACING INFORMATION FOR CONTRACTORS USE. db NOMINAL BAR DIAMETER RAD RADIUS DOCUMENTS FOR THE DESIGN AND FABRICATION OF ITEMS THAT ARE DESIGNED BY OTHERS SHALL BEAR DBA DEFORMED BAR ANCHOR THE SEAL AND SIGNATURE OF A LICENSED ENGINEER REGISTERED IN THE STATE THAT THE PROJECT IS DBL DOUBLE REF REFERENCE ?//7/77 SURFACE SLOPE UP BEING CONSTRUCTED. DBO DESIGNED BY OTHERS RAD REFERENCE ARCH DOCUMENTS DEG DEGREE REINF REINFORCING CONTRACTOR SHALL REVIEW AND MODIFY THE SUBMITTAL AS REQUIRED FOR CONFORMANCE WITH DATE DEMO DEMOLISH; DEMOLITION REQD REQUIRED AND SIGNATURE ON ALL SETS OF DOCUMENTS PRIOR TO SUBMITTAL TO THE ENGINEER. SCHEDULE DF/L DOUGLAS FIR-LARCH REV REVISED. REVISION DIA DIAMETER RO ROUGH OPENING �,,,, SURFACE - SLOPE DOWN SUBMITTALS TO ALLOW SUFFICIENT TIME FOR REVIEW AND POSSIBLE RE-SUBMITTAL. DIAG DIAGONAL DIM DIMENSION SC SLIP CRITICAL ig▪ DIST DISTANCE SER STRUCTURAL ENGINEER OF RECORD 4())1>- SURFACE - SLOPE SUBMITTAL SCHEDULE DL DEAD LOAD SHT SHEET TWO DIRECTIONS DN DOWN SHTG SHEATHING I ITEM SUBMITTAL SHOP DRAWINGS DEFERRED SUBMITTAL RTL DETAIL SIM SIMILAR GEOGRID REINFORCING X X r,� ▪ DWG DRAWING SLBB SHORT LEGS BACK TO BACK 1 SMS SHEET METAL SCREW (MODULAR RETAINING WALL BLOCKS X X (E) EXISTING SOG SLAB ON GRADE El EA EACH SQ SQUARE FOUNDATION CRITERIA EB EXPANSION BOLT SS STAINLESS STEEL ALL FOUNDATION ELEMENTS SHALL BE SUPPORTED PER THE GEOTECHNICAL REPORT DATED APRIL 18, 1#'14 EF EACH FACE SSL SHORT SLOTTED (HOLES)STEEL 2016 BY GRI. SUBGRADE PREPARATION FOR SHALLOW FOUNDATION ELEMENTS AND STRUCTURAL FILL EJ EXPANSION JOINT STD STANDARD MATERIAL AND PLACEMENT SHALL COMPLY WITH THE PROVISIONS SPECIFIED IN THE GEOTECHNICAL EL ELEVATION SQL SQUARE REPORT. • ELEC ELECTRICAL SYM SYMMETRICAL S EN EDGE NAIL RETAINING STRUCTURES EQ EQUAL, EARTHQUAKE T&B TOP AND BOTTOM ALL EARTH RETAINING STRUCTURES SHALL HAVE ADEQUATE DRAINAGE TO PREVENT HYDROSTATIC EW EACH WAY PRESSURES. RETAINING STRUCTURES HAVE BEEN DESIGNED BASED ON THE FOLLOWING EXT EXTERIOR T&G TONGUE AND GROVE EXTD EXTEND; EXTENDED TOC TOP OF CONCRETE PARAMETERS: TOS TOP OF STEEL 1. CANTILEVERED WALL ACTIVE PRESSURE: 35 PCF a TOF TOP OF FOOTING 2. RESTRAINED WALL ACTIVE PRESSURE: 55 PCF �`'� � oa fc 28 DAY CONC COMPRESSIVE STRENGTH TOW TOP OF WALL 3. SEISMIC PRESSURE 7.5H^2 APPLIED AT 0.6H P--'--4 z FF FINISH FLOOR FN FIELD NAIL TRANS TRANSVERSE 4. COEFFICIENT OF FRICTION: 0.35 O FDN FOUNDATION TYP TYPICAL 5. PASSIVE LATERAL RESISTANCE, 250 PCF FDR FLOOR T/ TOP OF 6. SOIL BEARING PRESSURE: 2000 PSF W i� ^ FOC FACE OF CONCRETE FOM FACE OF MASONRY UNO UNLESS NOTED OTHERWISE STONE TERRA MSE WALL FOS FACE OF STUD URM UNREINFORCED MASONRY PART 1: GENERAL W Q W FT FEET UT ULTRASONIC TEST FTG FOOTING 1.01 DESCRIPTION 1 a Z VERT VERTICAL A. THIS WORK SHALL CONSIST OF FURNISHING AND CONSTRUCTION OF A M.S.E RETAINING �." ° O GA GAUGE VIF VERIFY IN FIELD WALL SYSTEM OR EQUAL IN ACCORDANCE WITH THESE SPECIFICATIONS AND IN REASONABLY CLOSE = f . co GALV GALVANIZED CONFORMITY WITH THESE SPECIFICATIONS AND WITH THE LINES, GRADES, DESIGN, AND DIMENSIONS r. .�� Q GLB GLUE LAMINATED BEAM W/ WITH SHOWN ON THE PLANS. L ' 0 J LL GWB GYPSUM WALL BOARD W/O WITHOUT WD WOOD PART 2, PRODUCTS HDG HOT-DIP GALVANIZED WF WIDE FLANGE a HDR HEADER WP WORK POINT 2_01 DEFINITIONS HF HEM-FIR WWR WELDED WIRE REINFORCING A STRUCTURAL GEOGRID -A STRUCTURAL ELEMENT FORMED BY A REGULAR NETWORK OF O U HORIZ HORIZONTAL INTEGRALLY CONNECTED TENSILE ELEMENTS WITH APERTURES OF SUFFICIENT SIZE TO ALLOW W • HSA HEADED STUD ANCHOR INTERLOCKING WITH SURROUNDING SOIL, ROCK, OR EARTH AND FUNCTION PRIMARILY AS 3. HSS HOLLOW STRUCTURAL SECTION REINFORCEMENT. _ 1 HT HEIGHT B. MODULAR UNIT-A CONCRETE RETAINING WALL ELEMENT MACHINE MADE FROM U I— up PORTLAND CEMENT, WATER, AND AGGREGATES. tt C. REINFORCED BACKFILL - COMPACTED SOIL/ROCK WHICH IS PLACED WITHIN THE REINFORCED SOIL VOLUME AS OUTLINED ON THE PLANS. STRUCTUAL DRAWING INDEX 2.02 MODULAR CONCRETE RETAINING WALL UNITS fA. MODULAR CONCRETE UNITS SHALL BE STONE TERRA AS AUTHORIZED BY STONE TERRA o a I WALL SYSTEMS. VANCOUVER WASHINGTON AND PLACED IN ACCORDANCE WITH THEIR SHEET NUMBER SHEET NAME i RECCOMENDATIONS. 60.1 STRUCTURAL NOTES B. MODULAR CONCRETE UNITS SHALL CONFORM TO THE FOLLOWING CONSTRUCTABILITY S0.2 STRUCTURAL NOTES REQUIREMENTS: VERTICAL SETBACK PER DESIGN DRAWINGS. S1.1 SITE RETAINING WALL PLAN 2.03 BASE LEVELING PAD MATERIAL S1.2 RETAINING WALL ELEVATIONS I A. MATERIAL SHALL CONSIST OF A COMPACTED CRUSHED STONE BASE OR NON- . ON S2.1 SITE RETAINING WALL DETAILS HanmiGlobal Partner REINFORCED CONCRETE AS SHOWN ON THE CONSTRUCTION DRAWINGS. S2.2 SITE RETAINING WALL DETAILS 808 SW 3rd Ave., Ste. 300 2.04 REINFORCED BACKFILL Portland, OR 97204 1A. REINFORCED BACKFILL SHALL BE FREE DRAINING AND WELL GRADED STRUCTURAL FILL Phone: (503) 287-6825 PER THE GEOTECHNICAL REPORT. Fax: (503) 415-2304 B. THE MAXIMUM AGGREGATE SIZE SHALL BE LIMITED TO 3/4 INCHES www.otak.com n C. SITE EXCAVATED SOILS SHALL NOT BE USED IN THE BACKFILL OR IN THE REINFORCED R SOIL MASS. GEOGRID SHALL BE MANUFACTURED BY STRATAGRID, AND INSTALLED WITH THE 161194 SPECIFIED LENGTHS INTO COMPACTED BACKFILL WITHOUT SPLICING. DO NOT OVERLAP BETWEEN Project No. Drawing No. STONE TERRA BLOCKS. OVERLAP MAY OCCUR IN SOIL IF 4" OF SEPARATION BETWEEN GRIDS IS PROVIDED AT THE END OF GRID, SUCH AS AT WALL CORNERS LESS THAN 45 DEGREES. S C 1 Sheet No. ©otak, Inc. 2017 ni h TABLE 1 o 0 - REQUIRED GEOTECHNICAL SPECIAL INSPECTIONS ZNi cn INSPECTION o FREQUENCY D SYSTEM or MATERIAL IBC CODE CODE or STANDARD REMARKS z 0 REFERENCE REFERENCE Continuous Periodic ( N SOILS a) TABLE m0 GEOTECHNICAL INVESTIGATIONS 1705.6 0 1803 C lil o O a o m VERIFY MATERIALS BELOW SHALLOW TABLE FOUNDATIONS ARE ADEQUATE TO ACHIEVE c THE DESIGN BEARING CAPACITY 1705.6 ci .0- w 0 R VERIFY EXCAVATIONS ARE EXTENDED TO TABLE UCTu PROPER DEPTH AND HAVE REACHED PROPER lit Rq MATERIAL 1705.6 '��in PROFpss PERFORM CLASSIFICATION AND TESTING OF TABLE5AS SPECIFIED BY THE GEOTECHNICAL ENGINEER coco ��G t NF�� /p ku COMPACTED FILL MATERIALS 1803.5.1 �_ 654�1PE VERIFY USE OF PROPER MATERIALS, "y SORE v `7 DENSITIES AND LIFT THICKNESSES DURING TABLE �� Gee . f PLACEMENT AND COMPACTION OF 1705.6 '. 2$, \�' COMPACTED FILL RYAN 'EXPIRES: 12-31 -2018 I PRIOR TO PLACEMENT OF COMPACTED FILL, TABLE OBSERVE SUBGRADE AND VERIFY THAT SITE 1705.6 HAS BEEN PREPARED PROPERLY. MECHANICALLY STABILIZED EARTH (MSE) RETAINING WALLS IA) BY THE GEOTECHNICAL ENGINEER \*i _ RESEARCH AND/OR GEOTECHNICALSPECIAL INSPECTIONS APPLY TO MODULAR UNIT PRODUCT NAME, INSTALLATION 1707.1 REPORT AND ICC FREQUENCY PER TYPE,AND DIMENSIONS, FOUNDATION PREPARATION, MODULAR UNIT MILLER EVALUATION GEOTECHNICAL ENGINEER PLACEMENT, INCLUDING ALIGNMENT AND INCLINATION, GEOSYNTHETIC REPORTS REINFORCEMENT PRODUCT NAME, TYPE,AND PLACEMENT, BACKFILL C ONSULTING PLACEMENT AND COMPACTION,AND DRAINAGE PROVISIONS ENGINEERS 9570 SW Barbur Blvd Suite One Hundred Portland, OR 97219 Phone 503.246.1250 Fax 503.246.1395 TABLE 5 www.miller-se.com REQUIRED TESTING for SPECIAL INSPECTIONS TESTING FREQUENCY ~ SYSTEM or MATERIAL IBC CODE CODE or STANDARD REMARKS REFERENCE REFERENCE Continuous Periodic GEOTECHNICAL GEOTECHNICAL ENGINEER TO PERFORM 1803 TESTING OF COMPACTED FILL MATERIALS FILL IN-PLACE DENSITY OR PREPARED CC SUBGRADE DENSITY H VARIES; AS SPECIFIED BY THE GEOTECHNICAL ENGINEER OS 1705.6 CLASSIFICATION AND MATERIAL VERIFICATION TESTING OF CONTROLLED FILL W MATERIALS P-1 z i o 0 LLIw mT4Ci. OF— T r.4 Ctz o 0ciF.— I CD --b- LI) Fn I I 0 a---- 74 1 t3 HanmiGlobal Partner 808 SR 3rd Ave., Ste. 300 Portland, OR 97204 Phone: (503) 287-6825 Fax: (503) 415-2304 o www.otak.com 161194 R _ 4 Project No. Drawing No. 4 S0 . 2 Sheet No. ©Mak Inc. 2017 • v h v O in N ul Li al s I .��- 1 II..r:�:GYf. T> r, _..F a "� '�#arR rRirr•r�rrwari •- ••- ••.�--i __ M !1 �.« = R -- ---- -- -- _ .. -- ` ,. �rr.w.�rw#..a...rwrrrrr,,r i I ,u a#ur� - rs# #ir�rr - "��"� -"M"."11."..... "*"."........"rrwrrw�>•�+�r��.�;w#�r�#`rri6j I \ ...... -+�Rrrrrs#rrrrrrrrrrr#r#at#r#rarrrrrrrrrRrrrwrrrrrrrr ! i rr■w#�w , th • !' •.\-aa arra rwr iMYrf ."".."R"M#.."M"."a"" n�i:f� - - s , art1=1: �=LiMrr#as�.1114 R#OMMEI�rr ash...... srF `/_ ■r# r amour,�,.1,�.,s„Ari/./�il�%%G'. 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L L L L L r �, L` 1.6 ��j� 1.4AIN 14V 1.4 ANIN Alk lak CC 01 ® WV NEW VW Nar NWVir VW N 1 i 1 Ni 184 184 r , 1 = 180bi 180 TOP OF WALL w S 1 I \ ,. E-4m 176 / 176 rT'' 0 u"} Orl i cod _.-._ ',\ rdz (0 E-� 172 ... ..7 172 J _. i ,-- 1 CL , , - - - - - - . /�\ /�V Ii Q W 168 ``-_ — —. \._ 1 — 168 W — -- _ - -- 1 ~ F- - 164 _ 164 1 I I I I o a , / \ BOTTOM BOTTOM OF d OF WALL LEVELING PAD 160 160 HanmiGlobal Partner .. , 808 SW 3rd Ave., Ste. 300 Portland, OR 97204 E Phone: (503) 287-6825 Mas 156 156 Fax: (503) 415-2304 i 15+00 16+00 17+00 18+00 19+00 20+00 www.otak.com r. L L dA N �, �,, L L L L L Project No. Drawing No. 1 RETAINING WALL ELEVATION S1 .2 HORIZONTAL: 1"=20, VERTICAL: 1/2"= 1 S 1 . 2 Sheet No. QI otak Inc. 2017 CURB AND PARKING BUMPER PER CIVIL GEOGRID BEHIND PER 3/S2.2 0 N 1" 7 FENCE POST :-_-- --.! - PAVEMENT PER CIVIL 0 3 SETBACK DESIGNED BY cn ci 0.4 250 VEHICLE OTHERS A s I-- z 0 D rri cs1 2I SURCHARGE it 'k La m 0 , ca STONE TERRA k' m FULL BENCH BENCH BLOCK 11 -4- 0 0 '6 _1 .42 _DD A i 1 .!. . , -- - / , ,, i, ir 1, 1, 4x HOLE DIA. (MIN.) z o TYP. FROM EDGES ' fa ' 0 ' .-C C-) STONE TERRA OF CONC. BLOCK GEOGRID BEHIND - iir--ale-dir--16-40,414-046,44~,q041 ,1,4141441.A...•41.4,1',,,•4641',411/44irkt ..---. • PER 2/S2.2 -o .>'-- ..n."-.• Atiiirelie.4.00404.04.04:11.04.0400.0404.01ft.t..4004.0144Arahot. BENCH BLOCK, 1' - TYP 1111 11' „. NO GEOGRID UNDER 1 o BENCH BLOCK, TYP [<> 0 G5 0 STRATAGRID SG350, TYP , II.- A .. _.„,- m ... 2._7 . • . • 1 .. .. , , - . 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PER GEOTECHNICAL REPORT. u.i u ;Npipoidos0 A 0.40"ifripireifribefris th.V rrOp" co GI N / ca1 il NON-WOVEN FILTER -\\sy CORE-DR1LL HOLE IN 4/4,_..., r5„....._0 o o c °— FABRIC ENCLOSING I , BLOCK UNIT W/HOLE DIAMETER 65401 PE I, ,,,, 4,1 -- g aik STRUCTURAL BACKFILL 1 1"LARGER THAN FENCE POST DIAMETER ...-- tz'o '.? 1-......,,, 0,) Ur G2I , r - , ,,-- .., FILL WITH NON-SHRINK GROUT , ...t 7, •RE _,.., 6 Np, {— -•K ....-_-- I ,, ...---- , i>e 29 '-- c, 21 RETAINED SOIL '01/ ' * 0 C C 0 0............... \- /( RYA N I I ".. _.1 G1 /(1- 2 FENCE CONNECTION 3 OUTSIDE1 '9'-'0 '1:::' -G- CORNER EXP I RES: 12-31 -2018 0— c- /4k.'.."-- APPROXIMATE EXCAVATION S2.1 3/4'= 1 -0" S2.1 3/16"= 1 -0" II ‘.... / LINE-CUT SLOPE AS REQ D. PER OSHA OR GEOTECHNICAL 2c) _1 0./ ENGINEER DRAIN PER CIVIL RECOMMENDATIONS i, L.A. . ..._.... . 411 tip„...._.•-r.,Ar.,,,... ....r.,.. ‘1411%i Nietkfazoitcw , 6" 6" MILLER L " j GEOGRID BEHIND CONSULTING 3-0PER 2/S2.2 ,1 ENGINEERS 7- 1 I IU 9570 SW Barbur Blvd Suite One Hundred Portland, OR 97219 SECTION BLOCKS H L1 L2 L3 L4 L5 G1 G2 G3 G4 G5 Phone 503.246.1250 Fax 503.246.1395 www.miller-se.com AI 2 4-0" - J -------------- _ - - - - - - - - IZIF / 7 GEOGRID PER 1/S2.1 an ,-"----/-------„,,,,,,,,,,/----.---- ----------e" EXTEND GEOGRID OVER TOP AND ALIGN - VSY 3 6-0" 2-0" - - - - 6-6" - - - - / W/FRONT EDGE OF r o -\ L.----'i I - „-/------- ---- , - 1.4 _ Allik . Cf") ii lair 6 12-0" 2-0" 2-0" 2-0" 2-0" - 11 -6'' 11 -6" 11 -6" 11 -6" - (I Emem"1 Z 1 1.6 ... i MP 7 14-0" 2-0" 2-0" 2-0" 2-0" 2-0" 12-6" 12-6" 12-6" 12-6" 12-6" CiTiai E-11 = 1 STONE TERRA MSE RETAINING WALL 4 S2.1 INSIDE 90 DEG CORNER 3/4"= 1 -0" 5 S2.1 GEOGRID INSTALLATION AT WALL S2.1 3/8"= 1-0" 1"= 1 -0" ••4 C:1"14 Z ti S \ 7\ / LLI in 0 0 \ /\ /\ / = Q z CC) DRAINAGE E.,.....4 0 _1 Li 7 ... : / \./ \ PIPE PER CIVIL cip 1 \ 7\ /\ / \ / /\ / 7 HALF BLOCK STONE TERRA t". Li D in 0 –) Li I— rY Lij / \( _,/ / 7-: \._/ -A - \/ . 'A \ (9, /\ / > . <> Ilit."0111.0.0.411.0•14,44041114PitifrillPillfr.A.M.\ 7\ / .%. 410 411 40 40 • 0 IP 4IP 11, 4IP 41 • IP IP 4 V ...- . \ - 1 i 1 Oil 1110111 Al:.It.gr).11.00 Ar>1111 At Al Alr)lb IV.Aro,*ITAIllt 100)Ik 001111 At.At.*II .- 041,01,010440•44,110" '1, 41, alk IP IP IP 4IP 41 4 A - A ••-...- 1 0 aPi A AP 0 lat.0101111 At.At..111Pc>0 At.Al . -41 0-1,60".#1144‘.491" / .: . • .•--7 ..-.00 46 tLii A Alit ... ji` A. 411 jilt All Olt At Ali .1116. 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C%...._ /Thc. ,,.• . 9.„,./^" "- --\(,(4..,/__' PSI CONCRETE Portland, OR 97204 , i 1 _ SECTION A-A Phone: (503) 287-6825 a CRUSHED STONE LEVELING PAD Fax: (503) 415-2304 2-0" I A. OR MIN 2,000 PSI CONCRETE, www.otak.com l• DEPTH PER 1/S2.1, TYP IA 161194 6 LEVELING PAD STEP 7 MAX 24" DIA PIPE THRU RETAINING WALL Project No. Drawing No. 4 . . . 4 S2.1 3/4"= 1 -0" S2.1 1/2"= 1 -0" S2 . 1 _ I Sheet No. CI Mak km 2017 ---- -- . _ _ WALL HEIGHT/4 -... --= 3" OF BACKFILL IS REQUIRED I BETWEEN OVERLAPPING GEOGRID I -1---1 , LENGTH I Il 1 1 0 a 0 C\J \ /-\ /\ /\ / PER 1/52.1 " 1EE' . . tr) TYP - .. . • - •••- - (3.) /- DRAINAGE z z r.-i' PIPE PER CIVIL .........•........ LL 0 - . ". _ „ _ I 0 0 ....., ti ::........................... ........ i . -6_ • - ,,,- , , , z i , 0 , 11111 ''' 'I' , • H . , , 7)/- -.• ....- . , .,.. ••.. :.4.• .".4 \ / • ' ' • • 1 . ................... ,._ ...6_,_...' 1 1 . , .... , rT. ... i 4. ..i .m.-i:' .., =. ...tr.. -...-x- A . •• . i 8 / ' ... 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DRAIN PIPE PER CIVIL -7 48"x48"x241' CONCRETE 1 I I \\-- EROSION ......— " I I 1,1 :11;\,2-!2C119D TN,F T° 1'151/0,i:::6-7)cncpc): <1::: , „ - < CD 4, •P 2 BLOCK CAST AROUND CONTROL -.......::::::::::::::::::::::::::::: _-!=---... Q_J -7 THRU PIPE, MIN 3.000 1 1 PER CIVIL CORNER UNIT --...\\\ "--::::::::::::::::::::::::::::: .• . . . .. -7....-- cr 65411 PE 1--- - PSI CONCRETE .......... - -e- .........,...... ..._E ..-.... :i , . -7 •RE 6 "Abljr SECTION A-A ..:, i.- ' - • " I . ==""- ..-- ............. . 1 , , 1 1 1 ', ' II, , , I , -E-- --- • .,,s . , -Ne .•'................."'••''='•'' ''• "7/ RYAN \:(' 1 MAX 24" DIA PIPE THRU RETAINING WALL 2 GEOGRID LAYOUT AT CORNERS 'EXPIRES: 12 -31 -2018 I S2.2 \1,07:-.) '17411,10.1114*-0 1/2" = 1 -0" S2.2 1/4" = 1 -0" .. •''''t ' t et 0 0 iii , 1111111111111 1/1"% 1 t iniiiiim• * 0 MI 0%o- -. inivillogotastillt PLACE ADDITIONAL PIECES OF -,,,\... MILLER GEOGRID WHEN ANGLE EXCEEDS 20° ,,•3 CONSULTING ENGINEERS i..4,•-• ' fir '','"i.• 9570 SW Barbur Blvd , • % Suite One Hundred • '''. "--'>-•-•-'-'t-'''''"-.. y '' ....-=-%,... pPhoprtnlaert5d0,30.2R469.71221590 www.miller-se.com -.. e.,....... fty...,..... ...,F, .........S........ft...ia. ir....02.„......di"rr..,_..1.,./......e..0.:: --- .A." 11 IV*•Z-441. -1fr7S '-''' ....4,-^•." ..„.ft''.4.!-ft,_•:.._.4L._ __ 4--w- "—* 0,---0---- --.--' -A - -"`-' -._.__---__-____, .._* .__ I_ . __ .... :A ...... - =Er -,- .• -„,..‹ ..„,--. . _ . ..-.... ...._..---- 3" OF BACKFILL IS .:•:--•-__...wwwiewsm., iss REQUIRED BETWEEN -,..--„...-_,....---,..-..,-.-.1.1..-... --------:•_- _....---0..----"-;-_-----.-----• OVERLAPPING ..-W.-----:-.- -- -.----,,... 1 Cir3 ---r--...-..---.,----::-.--.--...-----•••..,..------:-.-.... ..:--,......-.2...-r..--v-.......--....-----:......---:-.---.... ..-- ...--s---*_..-?.----r----..:-..----•st. .. GEOGRID ,.--..--,4_,--.•:',:-•--.3-,.-......=---.::----- ---.1 -------0„..-.-..,:......15;kt-1.--...-,---- ..... -.;....•-.-z-..."4--."-Q.;r....1 • \ie ,o,„„::%, / !,:11.4/0/1 0 I.fn, • :.t \„1• :.....................-. / _,,-?..,- s., ::.:'-'-•••.. • • I • • • I I I E . I \\ r..,‘... 1111111114-1111‘1111:1111111e i' VW k' 1,......__4......,_, ‘ i I _......1....' 1 -...".11111111.111-161.1°111.1.111F r24 1 3 GEOGRID LAYOUT FOR RADIUSED CORNERS S2.2 3/16" = 1 -0" -4erf:1 r2I- 1 z 4 E 0 1 Li a 0 (f) r., L_LJ I— ,AI II. 1=4 Ct = (-0 < 4A CD __I LJ_ .---; 1 Li_ ID CO 0 lo --t ' =i) 1 1 CD — ri) (J-) I 0 I 0 ...- I 0 a J. I iHanmiGlobal Partner 808 SW 3rd Ave, Ste. 300 Portland, OR 97204 Phone: (503) 287-6825 I Fax: (503) 415-2304 www.otalccom 1 r- 16119 4 •A Project No. Drawing No. 4: S2 . 2 4 / . Sheet No. 0°tat Inc. 2017 ._