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Oak Street Apartments ! r)f o cn OAK STREET APARTMENTS z w O z _ ._ .0 IMPROVEMENT PLANS (7,5 ,_, c, .2 o_ coTIGARD OREGON . Q m u, ,L, . , a a_ u, PROJECT SITE PROJECT SITE a 0 (BUS PAD) o (PED CROSSING) 1 1 L Y SW N c) > APPLICANT/OWNER e12L eL WASHINGTONi � > Q CC 0_ CC 0_ U) - SQUARE RD / Q NAME: OAK STREET AGS, LLC w Li \SW LOCUST1 1- *F , o , _, _.. - CONTACT: JARED MAUCH w o w o � z`o��(7 s ti�N o o / w ADDRESS: 10100 TRINITY PARKWAY �, �, o = Q104RFR� z �' Q 5TH FLOOR w w X=FOR REVIEW / APPROVAL J w w X=FOR REVIEW / APPROVAL N v � � R=FOR REFERENCE ONLY (NOT PART OF PERMIT; v � � R=FOR REFERENCE ONLY (NOT PART OF PERMIT; . Q a' �;; STOCKTON, CA 95219 WILL NOT BE INCLUDED WITH AS-BUILTS) WILL NOT BE INCLUDED WITH AS-BUILTS) �. � �' "' PHONE: (503) 272-8833 w w =NOT INCLUDED w w =NOT INCLUDED ��, x ___, r Q EMAIL: jmauch@agspanos.com ~ ~ ~ ~ w SW OAK ST "' - m > > m - - o o o SHEET INDEX: o o, PROJECT PLANNER / CIVIL ENGINEER/ LANDSCAPE PLAN a //lit LANDSCAPE ARCHITECT X X X C 0.0 COVER SHEET )( )( L I PLANT I NO PLAN WEST ri SITEX X X C 0. I CITY OF T I CARD GENERAL CONDITIONS X >( L 2 PLANTING PLAN EAST & L I DA FACILITY PLN-TING PLANS OAK NAME: OTAK INCORPORATED )( )( )( C 0.2 OENERAL NOTES )( L .3 ROOF DECK LANDSCAPE PLAN SPRUCE ST PLANNER: JERRY OFFER )( L .-1 PLANT I N0 LEGEND, C I TE DETA I LS FqOAK o ENGINEER: n OVERALL PLANS )( L .E S ITE DETA I LS i- <'<;5)).o KYLE CHILDERS, P.E. X X X TO E)( I ST I NQS-OND I T IONS/DEMOLITION PLAN )( L �.0 PLANT INC NOTEC AND DETA I LC �� o y T THORN ST m LANDSCAPE: DAVID HAYNES, PLA P .c C I . I OVERALL SITE PLAN X X L 2. I \ ECETATED CORRIDOR PLANT I NC PLAN N %y J ADDRESS: 808 SW 3RD AVE., SUITE 300 R X X C 1 .2 COMPOSITE UTILITY PLAN �; K L 2.2 J,''S NOTES �n ��y = PORTLAND, OR 97204 P v P G I .3 OVERALL ORAD I NC PLAN )( )( l 2,7 CWi MITI GAT I ON OET.A I Li VU Lo �' �y PHONE: (503) 287-6825 )X D C I . 1 F I RE PROTECT I ON PLAN EROSION CONTROL PLANS a w II SW NORTH DAKOTA IST II EMAIL: kyle.childers@otak.com GRADING PLAN • x • x EG 0.0 COVER J ELT AND GENERAL NOTES c 0 )( R C 2.0 SITE ORAD I NO PLAN J IT I OF 2 X XESS 1 .0 CLEAR INC AND DEMOL I T ION PLAN ARCHITECT )( R 0 2. 1 SITE ORAD I NO PLAN JIT 2 OF 2 x X CG 2.0 GRADING, STREET, AND UTILITY CONSTRUCTION R )( C 2.5 WALL PLAN AND PROF I LE X X GC-3,.0 DETA 1 ' S NAME: KEPHART R X C 2.6 WALL PLAN AND PROFILE VICINITY MAP CONTACT: JOHN BINDER STRUCTURAL PLANS N. r.S. o ADDRESS: 2555 WALNUT ST. PUBLIC FACILITY IMPROVEMENTS K A S 0. 1 STRUCTURAL NOTES X R R C 3.0 SW OAK STREET STA 0+00 TO STA 4+00 K A C 0.2 STRUCTURAL NOTES DENVER, CO 80205 X R R C 3. I SW OAK STREET STA 0+00 TO STA 9+50 K A C I . I C I TE ROTA I N I NC WALL PLAN PHONE: (303) 832-4474 EXT. 7125 X R R C 3.2 SW OAK STREET STA 9+50 TO I 1 +53 rc A S 1 .2 RETA I N I SIG WALL' c' EVAT I DNS EMAIL: johnbCkephart.com SW 90TH AVE PEDESTRIAN CROSS WALK K x C 2. 1 r, 1 TC RITA I N I NC WALL DETAILS K A S 2,2 SITE PETA I N I NC WALL OET.AILS C ENVIRONMENTAL WETLANDS +R i 3.3 SW GGREENDURGW OAK TRSD I GN DUSI NG ANDAD STRIPING � + NAME: PACIFIC HABITAT SERVICES S I TE I MPROVEMENT PLANS '/\�- z CONTACT: AMY HAWKINS I R )( R C C.5 C 1 TE PLAN CI 1T I OF 2 w ,/ �ovvv� .,- Z / jail ADDRESS: 9450 SW COMMERCE CIRCLE, SUITE 18000 I r )( P C 3.6 S 1 TE PLAN JIT 2 or 2 - �� PUBLIC UTILITY IMPROVEMENT PLANS C� I '+ ; I X R R C 4.0 STORM DRAIN "SD- I " LINE -- i/ 1 - - _ WILSONVILLE, OR 97070 X R R C 4. 1 "SD-02" LINE STA 60+00 TO STA 63+45 � a o�K_S2 - _-_-- - X R R C 4.2 SW OAK STREET STA 4+80 TO STA I 1 +26 PHONE: (503) 570-0800 X R R C 4.3 L I DA FACILITY ENLARGEMENTS C211- 7,,-/-- � _ Z I, �---' -r _ - a `I -r-rt'L ,; - - -- -= EMAIL: ah@pacifichabitat.corn ,z, __ SITE UTILITY PLANS O I o ' -44--ffi a 1_J_ f� 1 �I 1777-11-: ; - ------- 1 ,; TRAFFIC ENGINEER R r o 1. 1 SITE UTILITY PLAN JIT 1 OF 2 CD 8 I iii---74-- ifi-i� �I � -- NAME: KITTELSON AND ASSOCIATES I r R )( 1.0 1 TE UT 1 L I TY PLAN IT orEil .,_,,{ ` , I c �7, 1 a <'[t �'I \ CONTACT: KELLY LAUSTEN I MPROVEMENT DETA I LS _ _ w -, � ��f� 1 �i .r�� ,�- u i i l I �� ! �'� �� I I U-�..L..I_�_}_+}J�--� i -i i � 0 T �'; , /%,- .--Jr,-' 1 LI® , 1 H �� .■ ADDRESS: 610 SW ALDER, SUITE 700 x x C 5.0 STREET DETAILS .. V ,(%, \ �E I ~I -- -ii.X11_`" --- 1 ; e-'-- �•.,_ 1 _..", PORTLAND, OR 97205 X X C 5. I STREET AND STRIPING DETAILS 0 / -'j'/ -� ��,-- I - 01--------- _ _ _ _ _ X X C 5.2 S 1 TE DETA ILS _ �-� �' I I ' - 0'3' 1 III P- i I --- ��' PHONE: (503) 535-7439 X R X C 5.3 STORM AND SEWER DETA 1 LS 0 w o -------- -` �' I -�� , EMAIL: klausten@kittelson.com X R X C 5.4 STORM STRUCTURE DETA I LS - w 1 `~ I I I - I_ I____ 1 rr X R X C 5.5 STORM STRUCTURE DETA 1 LS I- _ I t _ _ _ -�-. --- I I I I _I_I_, r= , C 5.5A CONTECI I WATER UAL I TY MANHOLE DETAILS U) . 1 -��___ GEOTECHNICAL ENGINEER R R x Q \� �u' `- - - - -__--- X R C 5.6 WATER QUALITY L I DA FAC 1 L I TY DETA 1 LS NAME: GEOTECHNICAL RESOURCES, INC. 0 I I \ CONTACT: MICHAEL REED, PE or JASON BOCK, PE R X I C 6.0 WATER SYSTEM DETAILSiii t__ t,:--=-----------,� j ADDRESS: 9750 SW NUMBUS AVE R X I C 6. 1 WATER DETAILS _ 0 BEAVERTON, OR 97008 0 U U i �` R X X C 7.0 ADS STORMTEOII UNDER OUND DETENT ON DETA LS cz)E �co ,\ ® PHONE: (503) 641-3478 r X X C 7. 1 ADS STORMTECI 1 UNDE1 ft0UKD DETENT ON DETA LS j EMAIL: mreed@gri.com, jbock@gri.com K A A 7.2 AGS 3TOr�IvfTCC,H UIJD!RGROUNG U!TtNT ON GrTA LS g f n X G 7.3 ADS STORM i EGH UIvL'ERGRGUND DETENT GN E i A LS O a SITE INFORMATION R x x C 7.4 ADS STORMTECI I UNDCIR OUIGD DETENT ON DETA LS N A A .5 ADS STORM1TE11 UDDER OUND DETENT ON DETA LS ,/, AS BUILT i4 CITY OF TIGARD, WASHINGTON COUNTY, OREGON K A A C 7.6 ADS STORMTECI I U16DCfti'f�0U16D DETENT 016 DETA LS 1 N 1 W 35AC: TAX LOTS 4000, 4100, 4200, 4300, 4400 - �;- 4 LIGHTING AND ILLUMINATION PLAN These As Built Plans were compiled from changes to permitted plans as Y - -� tz-7--.Z___ l) 1 N 1W 35AD: TAX LOT 1303 N _ - _; l -___ __ I i X I I P 1 .0 STREET LIGHTING PLAN denoted by contractor and periodic observation during construction. It is HanmiGlobal Partner - z---- ------------- _ SITE AREA: 11 .17 ACRES rr`- - _ - - - _ R X I I P I . 1 STREET LIGHTING PHOTOMETR I C PLAN suggested that these plans be used in conjunction with field verification of - _ ----=----- -- _ 808 SW 3rd Ave., Ste. 300 - -----=-__:_-_- )( I Ir 2.0 U 1 TE L 1 GI IT I NG PI IOTOMETR 1 C PLAN location and elevations of improvements in question. These plans are an Portland, OR 97204 N �,�_'=-Q `-~--''��'"`�� - I accurate record of site improvements to the best of my information, Phone: (503) 287-6825 ' - `� - � knowledge and belief. Fax: (503) 415-2304 1 •-1�, _ ',- -t www.otak.com ,-,_-,_____ ___,... .z..,_:4. 5/29/2019 Signature Date 18056 C18056C000 N N Project No. Drawing No. N g PROJECT MAP - 00. 0 .°3 Sheet l " = 100' Sheet No. 0 Otak, Inc. 2017 CITY OF TIGARD GENERAL CONDITIONS CITY OF TIGARD GENERAL CONDITIONS (CONTINUED) 1 . THE PERMIT HOLDER MUST COMPLY WITH ALL APPLICABLE PROVISIONS OF FEDERAL AND r- STATE LAW, THE TIGARD MUNICIPAL CODE, AND THE TERMS OF ANY AGREEMENT WITH THE 22. A TEMPORARY HARD-SURFACE PATCH (COLD MIX A.C. OR HOT MIX BASE PAVING) SHALL BE E 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, o N cn 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 "' TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS", US DEPT OF TRANSPORTATION, FROM THE PROSECUTION OF THE WORK. o o E FHWA, CURRENT EDITION. 23. WORK PROVIDED FOR UNDER THE PERMIT SHALL INCLUDE REPAIR OF EXISTING FACILITIES o 3. TRAFFIC CONTROL SHALL BE PROVIDED FOR BY THE CONTRACTOR IN ACCORDANCE WITH (ROADS, DITCHES, ETC.) AS MAY BE NECESSARY, IN THE CITY I NSPECTOR'S OPINION, TO > o 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. m 3 a_ 5 4. PUBLIC ROADWAY SHALL NOT BE CLOSED TO TRAFFIC, AT ANY T IME, WITHOUT HAVING 24. ONE AS-BUILT DRAWING AND PDF SHOWING ALL NEW PUBLIC I MPROVEMENTS, INCLUDING FIRST OBTAINED WRITTEN APPROVAL FROM THE CITY ENGINEER. THE PERMIT HOLDER IS ANY REVISION MADE TO THE PREVIOUSLY APPROVED CONSTRUCTION PLANS AND, ALSO, Q v RESPONSIBLE FOR PROVISION OF TIMELY NOTIFICATION OF TRAFFIC FLOW DISRUPTIONS ANY IMPROVEMENT WHICH MAY IMPACT AN EXISTING PUBLIC SYSTEM OR FACILITY, SHALL L' 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 z Y 0 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 �Q.\- s o WORK. STATE PLANE COORDINATES, REFERENCED TO NAD 83 (91 ). I NCLUDE ACROBAT (***.PDF) �`\� 9��o cl FILE AND ONE I 1 x 17 COPY OF AS-BU I LTS. ,,,,--4... tue L o °� 6. ACCESS TO EXISTING PROPERTIES SHALL BE MAINTAINED AT ALL TIMES, INCLUDING z o 6. N 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 BLUEL I NE c=,;(3 a. STOPPAGE UNTIL EFFECTIVE ACCESS IS ESTABLISHED. "AS-REQUBREDTBY (�HEF EITHER FOR REVIEW THE ANDSTORM APPROVALSPRIOR R OSEWER CONNECTSONMOF ANY SHALL BE °' ' �, 1 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 INSPECTOR. (SEE DEVELOPER - ENGINEER a THE HOURS OF 7: 00 AM TO 7: 00 PM DAILY UNLESS OTHERWISE AUTHORIZED BY THE CITY AGREEMENT NOTE #5). a 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 TOil 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. M 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 0 o BY THE CITY ENGINEER. PEDESTRIAN TRAVEL SHALL ALSO BE PROVIDED FOR. ACTIVITY, AS EVIDENCE OF DISTURBANCE RESOLUTION AND OWNER SATISFACTION. „^ Q.1/v N 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. a SAFETY. a o 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 PRECONSTRUCTION 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. ALL WORK SHALL CONFORM TO THE PERMIT TERMS, CONDITIONS AND PROVISIONS AND TO 437, DIV. 3 CONSTRUCTION, SUB-DIVISION P - EXCAVATIONS. THE CONTRACTOR SHALL 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 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 RIGHT-OF-ENTRY OR PROPERLY EXECUTED EASEMENTS, SHALL BE PROVIDED TO THE CITY. 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. [i C/) CLEAN CONDITION, FREE FROM OBSTRUCTIONS AND HAZARDS. A COPY OF THE PERMIT Z HOLDERS CERTIFICATE OF INSURANCE SHALL BE AVAILABLE AT THE WORK AREA. 34. BEFORE PLACEMENT OF ASPHALT, THE PERMIT HOLDER SHALL CLEAN AND COMPLETE A 4 0 PRE-ACCEPTANCE VIDEO INSPECTION OF ALL NEW SEWER LINES. THE PERMIT HOLDER I- 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 p UPON ANY PUBLIC ROADWAY IS STRICTLY PROHIBITED AND VIOLATION SHALL BE CAUSE DEFICIENCIES SHALL BE REPAIRED BEFORE PLACEMENT OF FINAL LIFT. Z FOR IMMEDIATE CANCELLATION OF THE PERMIT. THE CITY MAY AT ANY TIME ORDER 0 0 IMMEDIATE CLEAN-UP AND STOPPAGE OF WORK TO ACCOMPLISH CLEAN-UP. 35. (PRIVATE SYSTEMS) THE DEVELOPER SHALL MAINTAIN THE WATER QUALITY FACILITY AND • CORRECT ANY DEFECTIVE WORK, AND SHALL PERFORM ALL SCHEDULED MAINTENANCE TO LLI -I 17. EFFECTIVE EROSION CONTROL IS REQUIRED. EROSION CONTROL DEVICES MUST BE ASSURE PROPER FUNCTIONING OF THE FACILITY. 6 INSTALLED AND MAINTAINED MEETING THE CLEAN WATER SERVICES AND DEQ O w 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 Z OF WORK TO ACCOMPLISH EFFECTIVE EROSION CONTROL. FOR DEVELOPERDSHALQLUMAINTAIN IC SAID MAINT FACILITY F FORE A PERIODOFWATER THREEALITY (3) THETY. YEARSFROM D C 7 J 18. PROPERTY DISTURBED BY CONSTRUCTION ACTIVITY SHALL BE SEEDED WITH A STANDARD THE DATE OF CITY CONDITIONAL ACCEPTANCE OF THE PUBLIC IMPROVEMENTS. ON � ' 0 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 1 NG TH I S THREE (3) YEAR PER I OD, THE DEVELOPER SHALL 1 Q M MAILBOXES, ETC. SHALL BE REESTABL I SHED, REINSTALLED, OR REPLACED, WITH L I KE K IND REPORT, 1 N WRITING, MAINTENANCE ACTIVITIES TO THE D I RECTOR OF PUBLIC WORKS. 0 0 AND MATERIAL. CITY CREWS SHOULD MONITOR PROPER REMOVAL AND DISPOSAL OF SILT AND DEBRIS. 1- CD PRIOR TO CITY FINAL ACCEPTANCE OF THE FACILITY, THE DEVELOPER SHALL PROVIDE A I- . 19. EFFECTIVE DRAINAGE CONTROL IS REQUIRED. DRAINAGE SHALL BE CONTROLLED WITHIN WRITTEN EVALUATION OF THE OPERATION AND MAINTENANCE NEEDS OF THE FACILITY AND THE WORK SITE AND SHALL BE SO ROUTED THAT ADJACENT PRIVATE PROPERTY, PUBLIC CORRECT ANY DEFICIENCIES IDENTIFIED IN THE EVALUATION. 0 O PROPERTY AND THE RECEIVING SYSTEM IS NOT ADVERSELY IMPACTED. THE CITY MAY AT ANY TIME ORDER CORRECTIVE ACTION AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE 37. PRIOR TO ISSUANCE OF A SITE PERMIT, THE APPLICANT SHALL PROVIDE A CONSTRUCTION DRAINAGE CONTROL. VEHICLE ACCESS AND PARKING PLAN FOR APPROVAL BY THE CITY ENGINEER. THE PURPOSE - - OF THIS PLAN IS FOR PARKING AND TRAFFIC CONTROL DURING THE PUBLIC IMPROVEMENT 0 C) U 20. OREGON LAW REQUIRES FOLLOWING THE RULES ADOPTED BY THE OREGON UTILITY CONSTRUCTION PHASE. ALL CONSTRUCTION VEHICLE PARKING SHALL BE PROVIDED FOR 8 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 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 • a 7 NOTE: DAMAGE TO UTILITIES SHALL BE CORRECTED AT THE PERMIT HOLDERS EXPENSE. THE SITE IMPROVEMENTS OR BUILDINGS PROPOSED BY THE APPLICANT, AND SHALL INCLUDE THE VEHICLES OF ALL SUPPLIERS AND EMPLOYEES ASSOCIATED WITH THE 21 . CONTRACTOR MUST VERIFY ALL EXISTING UTILITIES FOR BOTH VERTICAL ELEVATION AND PROJECT. HORIZONTAL LOCATION PRIOR TO START OF WORK (POTHOLE BEFORE DIGGING IF NECESSARY). SHOULD CONFLICTS ARISE AND REDESIGN OR RELOCATION OF FACILITIES BE NECESSARY, IT SHALL BE DONE AT THE PERMIT HOLDERS EXPENSE. CHANGES MUST BE HanmiGlobal Partner APPROVED BY THE CITY IN ADVANCE OF WORK PERFORMANCE. CONTRACTOR SHALL 808 SW 3rd Ave., Ste. 300 COORDINATE THE WORK WITH AFFECTED UTILITY AGENCIES. Portland, OR 97204 N Phone: (503) 287-6825 Lo Fax: (503) 415-2304 1 www.otak.com E 18056 C18056C001 N Project No. Drawing No. g C O Sheet No. -.5 • a Otak, Inc. 2017 1/ • XREF LIST A �� : EX. Ltscale: 30 OHL --' ® SUMPED EX. 12" SD CAUTION!! II EX. 8 SS EX. 120SD _ m ' SD MH ` EX. GAS LINE PL(ECTRIC . OVERHEAD 3G� 11�=� �Q / /, 0 i Resolved ° ' ° 1 er'S _ - • =�z -_� Q f / A , � OHL OHL OHL vii; oN 018056X001 4+00 -- O C� f G CD- � -I ; / _r OHL jr 0 A18056xBLDG :U I GG , � I 5+00 2 �� 6+00 i� 3 �'� V� ' G ~ _ • Q I © 7+00 it/ I SW OAK ST8+00 3 9c CC Z D018056X231 o i I I 0� Lp9+00 I Q 0 m 018056X600 !4" U j • SD .. I IC I - - }SC C� �+ �o c• ,r 10+00 11+00 4 ii _co u� - �D D Wq EX. I6 WAT I !� I L' I n1F 12+00 o a 518056x190 �"' w W L * • T v, -W �. ,j�,� Wu SD� • SD SD SD Ij ::I �/J c _ �� w W 12 w W - w O D SD SD Sp SD p I I o Ar. ..� �� -_ °I \ I .4 ' . 4///I � -- -- �' �I - < <a�� W 'w W W ywy f W' :r- w w OF N LIDA R1 � II ° /1/7/ / I - 1 RR METER ° �, --,— � ° EX. 4 WATER P i 2 LIDA R2 ° ' ° N 3 v �� I —� �� I a ° ° ° ABANDON ° ° ., ° ° . a , ° IDA , __ _ EX 80 PIPE °° ° ° °° °° ° R3 I IDA 0 Q A4 II ill 4 4 =�U IIY i inI ter. _ ° 1°' I ° CV I IP C� PEa SPA / RESIDENT AMENITY ° I ° �, °I ° S /j _ , II` / -� - _ 1• ' 4 ' ' "4 " ' ' ' ' ' ' ' ' ' .' ' ''' ' '' 4 ' ' : ' : 1 '' 1 '' :4 ' Q '�/1 ILOII ' ° 10: �--�--r� Lv'lit WIFI LOUNGE e— 1' b1--11 F.:f.,--- C O ° / ..JJ" ra- BME ROOM O � M _� R-�-�� Eao s7_____, wss. 74 , MAIL ROOM MEN G) lj 11 EX. OVERHEAD ELECTRIC TO BE ENTERTAINMENT ROOM 1 CLUBHOUSE j6. ii//liii:' IIS RELOCATED. CONTRACTOR TO �oMEN • Q Ii14' COORDINATE RELOCATION WITH PGE. _ � a Q I I; '/V/ V V ELEVATOR LOBBY , ' © r1 • VVIII � D Y [ill] : Z tii / 7 ( ®� TRASX �� ^ I =LT, I .......•,]■..s '.�....�° il� n �sw,s V ' Q �• ,,, / ' ® V ` f•P00L DECK. ::T.u.t '� d/ ` 1 ! S yuu� I ° - i- 0 0 o W I ...... u o 0 0 0 0 o a o ................ I G, \ v`I_ ,. . - .. 44 e• r a I N J L 00000 L0 1 �^/ '� v I Z U, 1.#1/d��d//Di�I ' ,.:7:::::::_.:_.::: ::•�� l • rl '�� D i SD ► �� w / 1 1-----1 � 1i 1111_, ll .� 8�� °I/7 \ I I] T � /� I 1111 ', / , a►r� 0!........ Ei1 I� J� ' 1.1.1.1.:::. ::c:: � �-�' 15' STM �'/ CHAMBER SYS NT I ON ®_. a€ 6 j iii i X vlii , ARCH PIPE DET ll 1.1.1.1.::. II. :.1 I I� IDRAIN ESM f � m�'�/ / TEM 3 o �'�� ARCHPE DETENION / <�, naC/ / � g � � �/ I / ,,�. � ,. � �% � � .... 11 ° `II � !�� MRSYSTM ,�� o� 4 63 • • Imimilmomil_ IIIII _ 1.1.1.1.::1 CHA\ Oti / .1.1.1.1.::: r •/ 'R� �, STAIR 1 I 1 /g 12g,-/ ® r :; I i�_ �� p r Ilpl!IIIIIIII • 0 /z/ ® ® ®1 O ri 11 '� '' POOLEOUIP. O / MS cci ® O o ° Q$ / , �D .. _/ �r ' ° i.-,,...�ee.,.,.,.� .............. ..... ?0 0 IIS °J rbim_e.0 // \ .•... tcjc \ '- ELEC.SERVICE ROOM ° ° _ ii ° ° ° , ° ° a` ° ` I \ \ ANDMETERS O o O O O ° 'A CI Q Q VJ A ‘ I N , r�,ssF_ - o -- 0 00 000 00 00 ' , \ COMMUNICATIONS J ��'' ® r O O O O ___ , / ., ENTRYROOM � WSE. I 11 ) / \ .circ \/- ..rx..<>...e / N ' t/ N=51,-----im----_,ImT.- w w w w w w� A !N ----. \ N (-- , \ 0 w w w w—"6-=-----11 w ^-1--=r--.—P-1-_..__i__,1rWr N Cs \ w w Lr) \ \ / - - ST ST ST p © ® ST CO ® ao Tc� SS ST SS SS � a1 TST ST /\/\ l\''`� TYP. // - o0 000 o :\ \ I „.. „ I — I--- ___ I I - - - \. a — - o 0 0 0 0 0 _. .__ . . _. . .. .,,= .= 0 0 0 I [ �___�________________ \ \ I II _0,01 1 � / .. _____ i --- / o \ 0 \ CZ,FSI ° / ------ --______ TYP.O / J = 201 PEDESTRIAN `%% \ \ / __ r \, /- \ — 'o — _ _ _ — — — — — __- a / --- 0 ACCESS ESMT 1\-\\..........' � � -- ��_% � ,� �� z l L� '�T� 10E ��'`w��IN\ �' / <n N V GETATED CORRIDOR ��o �, "� STORR AND SURFACE WATER �' - - MAI GEMENT ESMT ' ' ' ' 30' 0' 30' 60' ��\ PHS WETLAND N / w / DELINEATION / SCALE MEMMEMMEMMEM IN FEET , \\ ' `2•, ::;i1 i 1 1 1 ,,-- :: v APPROXIMATE 100 YEAR FLOOD PLAIN LINE __-- \ _ (ECFV.= 163'+/ NGVD) -- /- i A—+ z 0 z 0 N L LI U UTILITY NOTES Ei.--0 N Cl_ N O Z )( CONNECT PRIVATE SANITARY SEWER LATERAL TO EXISTING PUBLIC SANITARY SEWER MAIN BY ' ' Q CUTTING IN NEW SANITARY SEWER MANHOLE OVER THE TOP OF THE EXISTING SANITARY SEWER M�+� PIPE. VERIFY LOCATION PRIOR TO CONSTRUCTION. c24 (2 Q D 22 PUBLIC STORM DRAIN LINE TO COLLECT UPSTREAM RUNOFF AND CONVEY THROUGH SITE TO [I CD L E G E N D OUTFALL IN OPEN SPACE (STORM LINE TO REPLACE EXISTING DRAINAGE DITCH, EXISTING 15' T/1 � Fp) GENERAL UTILITY NOTES: DRAINAGE EASEMENT TO BE VACATED). V 1 CAUTION!! LOCATION OF EX. UTILITIES I. EXISTING UTILITY SHOWN ON THESE PLANS ARE PROPOSED I. L (./) A ON THESE PLANS ARE APPROXIMATE AND APPROXIMATE AND SHALL BE VERIFIED PRIOR TO EXISTING PUBLIC STORM LINE SD O STORM DRAIN WATER QUALITY STORMFILTER VAULT/MANHOLE. 0 SHALL BE VERIFIED PRIOR TO CONSTRUCTION. STORM LINE ST 4 TRAPPED CATCH BASIN ON-SITE Q 2. FOR HORIZONTAL, VERTICAL AND DETAILED INFORMATION PRIVATE STORM LINE ST O (ON-SITE). CONSTRUCTION. o SEE UTILITY LAYOUT SHEETS. STORM MANHOLE STORM MANHOLE O 5 STORM WATER OUTFALL AT RIP-RAP PAD. Q 0 O Q 3. ALL PRIVATE HYDRANTS SHALL BE PAINTED RED. 0 4. ALL PUBLIC HYDRANTS SHALL BE PAINTED YELLOW STORM CATCH BASIN STORM CATCH BASIN Ini11 8 5. ALL TEES, BENDS, JOINTS, AND END OF WATER LINES GAS LINE o— (:;1 STORM CLEANOUT OD FLOW CONTROL MANHOLE FOR ARCH PIPE DETENTION CHAMBER SYSTEM. 7 SHALL BE MECHANICALLY RESTRAINED. g7 6. ALL EXISTING SANITARY AND STORM DRAIN LATERALS TELEPHONE LINE T PRIVATE SANITARY LINE SS 7 CONNECT TO EXISTING PUBLIC WATER LINE. EXTEND WATER LINE TO BACKFLOW/METER • ^ E SHALL BE ABANDONED AND CAPPED AT THE MAIN BY THE WATER LINE WA SANITARY MANHOLE O VAULTS. COORDINATE WET TAP WITH TUALATIN VALLEY WATER. Q CONTRACTOR. WATER VALVE ® SANITARY CLEANOUT CS (LI DOUBLE CHECK DETECTOR BACKFLOW, WATER METER, AND DOUBLE CHECK VALVE BACKFLOW. POWER CONDUIT P PRIVATE DOMESTIC ELECTRIC LINE OHL DW DW O LIDA FACILITY (PLANTER/SWALE) FOR PUBLIC STREET RUNOFF. PRIVATE FIRE WATER LINE FY ,W FW STREET LIGHT • • WATER BLOWOFF 9 10 REMOVE EXISTING FIRE HYDRANT AT MAIN, PULL VALVE AND PLUG TEE. COORDINATE WITH HanmiGlobal Partner FIRE HYDRANT )1V FIRE HYDRANT TUALATIN VALLEY WATER AND RETURN HYDRANT. 808 SW 3rd Ave., Ste. 300 WATER METER 19 FIRE DEPARTMENT4.•••• . 44lf OR 97204 11 PGE TRANSFORMER LOCATION. CONTRACTOR TO COORDINATE INSTALLATION WITH PGE. Phone: (503) 287-6825 N SANITARY LINE SA PUBLIC STREET LIGHT ft--3 PRIVATE SITE LIGHT N 12 EX. GAS SERVICE. CONTRACTOR TO COORDINATE DISCONNECT AND ABANDONMENT OF SERVICE Fax: (503) 415-2304 1 SANITARY MANHOLE ®S O WATER METER 0 WITH NORTHWEST NATURAL GAS. www.otak.com DCDA DCDA 13 PGE SWITCH VAULTS. CONTRACTOR TO COORDINATE INSTALLATION WITH PGE. 18056 0180560102 cd- Project No. Drawing No. WATER QUALITY MH CICONTRACTOR TO RELOCATE EXISTING COMBINATION ARV. COORDINATE WITH TUALATIN VALLEYC 1 . 2 14 WATER DISTRICT. ii BALLARD Sheet No. a' a Otak, Inc. 2017 i, is o a N 0 U) 1- Z D LU 0 LO _c M U O o L It pp pp pp pp It o - CS 'L 'L 'L 'L 'L It Z •c CONSTRUCTION NOTES LEGEND a, a) Lu 0 OCONSTRUCT 0 DWGNO1ONCRETE SEETSHTC5 SIDEWALK PER CITY OF TIGARD STD. �� DAWCUTTLINELINE -0 U (:) CONSTRUCT CURB AND GUTTER PER CITY OF TIGARD STD. ASPHALT PAVEMENT 00 DWG. NO. 126, SEE SHT. C5.0 ° CONCRETE SIDEWALK Q 0 Q .. C.) CONSTRUCT STANDARD DRIVEWAY WITH CURB-TIGHT SIDEWALK o o z 1S135AB03302 1S135AB03303 1S135AB03304 1S135AB03403 1S135AB03403 PER CITY OF TIGARD STD. DWG. NO. 142, SEE SHT. C5.0. v SIZE PER PLAN. FEATHER PAVEMENT TO CONFORM TO o 0 SEE SHEET C3.1 - I Z o Q FOR DRIVEWAY I EXISTING DRIVEWAY GRADES. STA:0+10.75 18.121ESTA:1+38.50 © 11.00' L STA:2+15.00 11.001E STA:3+14.50 O 9.24'L INFORMATION 4 PROVIDE SAWCUT ANGLE POINT I EXISTING POWER POLE, © 19' DRIVEWAY 20' DRIVEWAY © 22' DRIVEWAY — Q PROTECT IN PLACE 5O RELOCATE EXISTING MAILBOX g • ANGLOE PO�NTI 10.991E LIMITS OF GRADINGEXISTING OVERHEAD EXISTING WATER ©0 OELECTRIC TO REMAIN METER TO REMAIN O REMOVE AND REPLACE EXISTING STORM DRAIN CULVERT, SEE o• _ R/W_ __ � � �� SHEET C4.2 = N z 1 _ -- - — __ �( r -�, —,:( - MD - - ' i 1i—L s 1 i—q—el s �1ki--_. -,-- ---714 --- -42.i...,7, - -__ Cd, WARP CONCRETE SIDEWALK TO CONFORM TO EXISTING • Q Q. w-- - � `-x.- ; - --°- I i r Mrs i / 1 ;n _ _A __), _�-„--__-_ _ = I M DRIVEWAY. CONTRACTOR TO VERIFY LOCATION PRIOR TO , ) � w STA:0+04.75, 18.06'L� --- .�� 1 ,� � 7� ` -- -- --- �/ , J_ �» 1+50 2+00 2+50 3+00 3+501 4+00 f+ ,)coo CONSTRUCTION. `/�� x BEGIN IMPROVEMENTS 0+00 0+50 0 1+00 z �/ S88° 52' 22.36E i + UJ O 0 ”'0 c, - 1385.098' / �- �� J% 0 O CONTRACTOR TO CONSULT WITH PROJECT ARBORIST FOR 0• CONSTRUCTION ) 5 TREE PROTECTION MEASURES PRIOR TO ANY CUTTING OF ---------__ _ _ ----------9------ ---- "' _ - \ _ �a1�1� --- _ >J' -_ 1., - �;__--- k.q ROOTS OR DISTURBANCE WITHIN DRIP LINE OF THE TREE. a� ___ _ ;4.)sk NI Jj _ _ \\ PEE��25"��1_, _ -_ _ _ _ \NN - _ REMOVAL OF TREE WILL REQUIRE CITY OF TIGARD REVIEW In 1 �� _ r �� \ '. r AND APPROVAL. _ _gym--- \ �� 1 N EXISTING EDGE OF PAVEMENT R;:---- W ---- N. \.� / �/ I� I � o NORTHING: 656273.1036_ N ,, . '�\ _ f/ c EHSTING: 7619632.7262 N� \IL\ [ 1 c4 I \ ,-- M � .,,L \\ \\ `.I \\ //' _ no 1S135AC03500 1S135AC03700 I 1S135AC03800 N\\ I `\1S'135QC 39c0 \\// /// � a' 0 \ . N / // o 0 I (n \N \N \\ \� ,/ �/ \\�_ q0 rn NN \\ ��.�,� \ LO \\ ��\ \ \i ��___1 RAW 20.50' Q w N N \\ \___ I / / 3.50' 0.50' 5.00' 0.50' 4.50' 6.50' Ch 12, \\ \, \ �- %// EXISTING GROUND I cw \ _ -- - 2'7 OAK STREET PLAN: SW OAK STREET I \\ , -� 1------ M' SAWCUT LINE, REPLACE _ •. AC TO MATCH FULL It It R HORIZONTAL 1" = 30' RI Q Iw 7% tit -- DEPTH SECTION cj�� c `I VARIES N2 0%- - � .� � ��" � liiiiiii EXISTING PAVEMENT\ EXISTING GROUND CONCRETE SIDEWALK ��-� � PER CITY OF TIGARD STD. DWG. 120 CURB AND GUTTER PER CITY OF TIGARD STD. DWG. 126 T n „ CDI ) co 0 TYPICAL SECTION V1 �• � NCO SCO Z r � •• L 00 + � + moo + co o L •�'' co 0) STA: 0+10.00 - 4+39.98 192 0 � �,- - � o - s � 192 NTS II II II II II 11 -J II II II ± � + � I c.o � •� 0 QU ILL -8 � O QU U II ii cow, 0 °' co 0 � o cn1- u - < c~n1- I- O < II II ± ri C°• � o• � 0 . � � N '? 188 c~ir1- a1 Lc-) � �.� CZ v � � c3 - FII c~n - II II N � cd � N M• � ri � '+� � rco im � � 188 cern i - ii n 6rj 1.4 Q_ - - -fl _ e— c~n �' II II cv � N+ � r� � II 11 " II II II QU V 1 84 _ 1- II II II �� II II n v o I � � 1 84 �7 1- STA = 0+10.75 cn � ac) acs TOP OF TOC = 185.85 ,. 1 o- -o n n LEFT CURB ANGLE POINT _ __ __ ___ __ -_77 �"'"1 z 0 � � -,/77-- �_ 180 _ - - - I —�� _ _ _ _ — STA = 4+35.09 180 �1 0 TOC � LEFTCURB / TOC = 181.13 / 0W CD U N 176 EXISTING GRADE STA = 4+39.98 176 MEi Ct CD0 Z LEFT CURB TOG = 181.05c..1 w 0 " W o >,0 151 I- + c24 (2 172 c 172 4 a Q 0 • c, 192 o co Lri +' 192 1 g C4 CI- r0 o 0 II II II II 0 00 I- _J <UJ rnN roc LL 188 cnw ~ � � - �, � � 188 Q Q ,� o r? + 0 EG ® "CONSTRUCTION Q" ico "'-fr 6, II 4.1 0 U o- - -0— I I ii v) II > 4. II 0 184 __ _ " > LI. 184 O U (f) U C/) w < J 2 CONSTRUCTION - -_ __ u' �`-1 H il0 0 180 —�� _ _ _ — e _ _.. - - -- -E}- 180 AI co o a U N e 176 176 HanmiGlobal Partner 172 0+00 1+00 2+00 3+00 4+00 172 808 SW 3rd Ave., Ste. 300 E Portland, OR 97204 o Phone: (503) 287-6825 9 CURB PROFILES Fax: (503) 415-2304 1 HORIZONTAL 1" = 30' www.otak.com VERTICAL 1" = 6' N 18056 C18056C300 M 30' 0 30' 60' Project No. Drawing No. g _= C3. 0 SCALE IN FEET Sheet No. 0 a Otak, Inc. 2017 Ft It It XREF LIST / / Ltscale: 40 / Zit STA:4+16.57 29.09'L far / r Resolved TCONFORM TO DRIVEWAY /. /' ' / / I o STA:4+27.35 38.021 ,/ �;�'� / a N S 18056x 190 /�yi o P18056x001 ^CONFORM TO DRIVEWAY / / 7 I cn z D ro c18056x231 • EC:4+87.38, 75.3/ / L18056X700 O / . o 018056XLIGHT v ` j r' j 1S135AA80000 Z1S135AA0902 / 1S13 M04100 1S135AA04101 I 1S135AA04000 0 e a i i' 6+75.80 4717: / z N 1 a . ��y ! i / I CONSTRUCTION NOTES LEGEND I z a, o rn ♦.��j4� ' o� / CO CONSTRUCT CONCRETE SIDEWALK PER CITY OF TIGARD STD. If-�i�- DAYLIGHT LIGHT c o I ,I \ I I DWG. NO. 120, SEE SHT. C5.0. SAWCUT LINE 0 CI -' ��y. � //� w�� EXISTING RAMP / STA:8+52.50 16.5O'R ♦••♦••♦♦ LIMITS OF ASPHALT REMOVAL 00 Yfi' `�_� REMAI / IO O CONSTRUCT CURB AND GUTTER PER CITY OF TIGARD STD.,. sk \TO U I i � i EC.4 � 43, 39.85' ;% - - / R W 26' DRIVEWAYI DWG. NO. 126, SEE SHT. C5.0. �� ♦� 7-4-4,, i ASPHALT PAVEMENT Q 3 y ��,��j / /� / 6 / --- Co CONSTRUCT STANDARD DRIVEWAY WITH CURB-TIGHT SIDEWALK o L z �' *� ♦�� / _g__- /� m/ - - - �� - - B - - - - PER CITY OF TIGARD STD. DWG. N0. 142 SEE SHT. C5.0. �` , I '/ r r �'----�-- . SIZE PER PLAN. o 0 I I / �� _ Crl / ,_ `' �� ,• I I CONCRETE SIDEWALK z 1O -__ BC:439.98, 11.00E I �ti/ BC:5+531i4;�16.5U"K' ��-- I � 1� o Q • I• +°° \ 50 6+00 / 6+507+00 O 7+5 �-- 8+00 8+50 9+00 y 4O PROVIDE SAWCUT. 1 S88° 52' 22.36 E / 'Q.1)--\,„ 3 LSTA:4+25150, 11.00' Q 1385.098 ---- 16.50'R), + I - 8 �0 / CONSTRUCTION VG 0 / 11111-8-- ---------__L 1 -___ I BC:9+13.84, Q0 11- 5O CONSTRUCT AC PAVEMENT DRIVEWAY, FEATHER PAVEMENT TO C` -- �` DJ IVEW:• W �.. l 'r� CONFORM TO EXISTING DRIVEWAY. SEE CITY OF TIGARD STD Q\\\- S o �j _ - - -�_ _ W EXISTING R W �n _ W --- DWG FOR STRUCTURAL SECTION SEE DETAIL 1 ON C5.2. i\Il II IN I-l;GINFROVEMENTS Nva -_ r /, / - a , ro® �L _ �> Fu 6 CONSTRUCT STANDARD CORNER PEDESTRIAN CURB RAMP PER �` LIQ' hR1-, D /-� �I�f r - } w / / N I� LICA R� O LICIA R3 z c� r� v N BEGIN AC BERM f' °, ,'/ �° ° d i7 _ CITY OF TIGARD STD. DWG. N0. 128 ON SHEET C5.0. rx °/�/ 1 1 ° / // d d �° d �- } d RC:9+24.03 20'. CR ° - p cii �' STA:4+46.20 17.00'R /i' ° ° ,' 'i// $ / ° ' ° d .--.- -. /� �'' ° ° I °k ° ° � , ' d f\ I d d _ I © CONSTRUCT COMMERCIAL DRIVEWAY PER CITY OF TIGARD STD s) %:\ 4<,1 d • � 1 � �. ., � _ _--°, _ - ° -, O DWG DETAIL 143 ON SHEET C5.1. END AC BERM- _ I , /moi/�� --_ f l " 4 EC:9+°�-.23 24.50'R- \ 4.50'R- �� w (BEGIN CURB AND GUTTER ,/ii//i/// LEC:5+73,4'3, 24.50 R / R/W �� :7+67.'79, 2450'Rf �I i ° `i I -i/ ////,/ L i IA. BRICK Nolo �� I ) COONSTRUCT 12" THICKENED CURB AND GUTTER PER DETAIL STA:4+88.80, 32.68 R ____-- --8- <�// RC:5+633, 20.50FI�LED W/GO . I �, J7 �» Q Cl 1 ,-- - O 2 ON SHEET C5.1. FOR CURB LIMITS SEE SHEET C4.3. /i / � TOP 70.20 / , �C:7+77.98, 20.50 R / 0 26' DRIVEWAY w__ !� GND=174.2 _ %�/,/ _-_�I ../.---,-- .`�_ // �/' O\\ EC:7+88.18, 16.50'R- i �� \�// ►I CO CONSTRUCT VERTICAL CURB PER CWS LIDA DETAILS ON ' i ? tIC 17a / T:4 �___- i ► I u \ SHEET C5.6. FOR CURB LIMITS SEE SHEET C4.3. ri A vz /_� � / Q �� D // /___---- / // 1 I I ] 10 PROVIDE 7' TRANSITION FROM SIDEWALK ELEVATION TO �J �� l /�Ir'�� `� \ 1 . / -- EXISTING AC PAVEMENT SURFACE. MAX SLOPE 8.33%. It 0 I' M \, / �''/ \` � . -!,. ' II ----__ . - 1. - ' ---,� i1 1 1 CONSTRUCT CURB RAMP PER DETAIL 5 ON SHEET C5.1. m 00 PLAN: SW OAK STREET 12 192TASEESTREET SHEET BAR0RICADE PER CITY OF TIGARD DWG. NO. HORIZONTAL: 1" = 30' qa -----,(9 13 CONSTRUCT 6" ASPHALT BERM ON DENSE GRADED A.C. PER ,.r,a 192 I 192 ODOT DETAIL RD701. - - - a o 188 1 �; 188 II II Nr NN O7 Q H N N ON 00 V 184 inw Iii c) cc; + - 184 ao II II � � II II I - - - - - a II II r- 1I II � � 180 - - _ _ (.>. >- ---c "' 1 I 180 _ EG © "CONSTRUCTION w cn ISI - - -� - - - - - - - - - - _ - - -0 c CONSTRUCTION V 176 (_� - -- - - -" �" -176 i 00 In o � � in � � o co. C �� 188 moo N ��io J lio Ico 00 s- _ 188 1M 172 i 172 y ± II ± ± � ± II II II v 12 co � II II II ao � p w LM U Q 'J � 12 ( m CD 1 192 192 184 v in t-v 184 1 in co o 0 iC 188 rn � "; 188 180 7-- 180 Q c o A = 1+56.60 J I- + °C + coo o C0CO2 TO = 181.30 (� 0 II I II II � � o No o o co � �_ co�• M •ro - n INn STA = 1+74.40_ z 184 i`"� � C ..--1. (-3 II " `r� cr � _J co co �� of r,''`' c�Y '7 � 00r N � I� � TOC = 181.78 No cn1- 1- O c� - + � + r` ocfl °' -d- In r;rn r, o°°oco + � �,� � - a _ � - 184 176 1+00 176 0 &-) 1- acs � � o) Iri 'n coLi rico 1- o ii II � + � + � � � + � -F � � � a II II II II II II II �/ - ii II II n : co- � I. - r'- - II II TOP OF 0 < (O Q U Q (, I II II II II II II II H I II II II Q U < 0 < p < .3 < p RIGHT CURB CURB RETURN PROFILE C 4 o - co 1- �/0 1- c7 ter, II , I- CD (n I- cn � v� cn � 180 r�i cn t- a a v a _t<� �'� c i- 180 0 Z A e� . o_ c~n o, o, o cn o- c~•� o- HORIZONTAL: 1" = 30' �� "' ~ VERTICAL: 1" = 6' = r Wo 176 6" CURB € _ e / 176 6" ASPHALT BERM AND GUTTER 8 ~ TOC RIGHT CURB TRANSITON l0 3.5% ROADWAY STA = 1+50.00 / CURB DATA TABLE Q `�' ci TRANSITION ROADWAY CROSSSLUPL Al LOW PURI r I SLOPE FROM 4.5% 10 2.5% ( ' TO WEST, AND 22.5' -0 EAST) TOC = 177.60 RADIUS LENGTH DELTA REMARKS �/-� U) 0172 4+00 5+00 6+00 7+00 8+00 9+00172 ID' V 1 CO1 35.00° 48.79' 79°52'36" Ii_ ,, CURB PROFILES CO2 60.00° 30.48' 29°17'59" 1�1 0 0 CO3 15.00° 11.21' 42°50'00" HORIZONTAL 1" = 30' CO4 15.00° 11.21' 42°50'00" Q VERTICAL: 1" = 6' CO5 15.00° 11.21' 42°50'00" CD j I 43.5' CO6 15.00° 11.21' 42°50'00" U cD CO7 15.00° 11.21' 42°50'00" in 24.5' 19' CO8 15.00° 11.21' 42°50'00" - 0 1- al 20 23.50' o a i U _ 'ci U) 6.50' 12.00' 0.5' a 0 X o PLANTER o 1.....1 STRIP S W 0 VARIES 2% MAX VARIESJHanmiGlobal Partner o -y • I _ 808 SW 3rd Ave., Ste. 300 �i'b6ft1}�11-Tr 11=j Portland, OR 97204 g 11=11=II- Ti SIDEWALK PER CITY OF TIGARD STD. DWG NO 120, 03 SAWCUT LINE UNLESS OTHERWISE NOTED.Lo Phone: (503) 287-6825 3" OF 3/4" LEVELING BASE OVER Fax: www.otak.com 415-2304(503) 12" OF 2" CRUSHED AB BASE ROCK OVER 12" CURB & GUTTER PER CITY OF TIGARD STD DWG NO 126, COMPACTED SUBGRADE PER GEOTECH UNLESS OTHERWISE NOTED. 18056 C18056C301 O.M RECOMMENDATIONS. 2" OF 1/2" DENSE GRADED LEVEL 2 HMAC (PG 70-22) 30' 0' 30' 60' Project No. Drawing No. TYPICAL SECTION WSE. 2 EAORFN 1/2OUD NSE GRADED LEVEL 2 HMAC (PG 70-22) M C3. 1 ii STA: 5+76.20 - 7+67.79 BASE COURSE SCALE IN FEET NTSSTAA•: 9+34.23 - 11+24.69 aSheetNo. ® Otak, Inc. 2017 XREF LIST Ltscale: 40 R t R *I h'i Resolved I EX SIDEWALK o 518056x190 P18056X001 SW 183.84 _ TC " 83.66 0 N C18056X231 _��- \ U) FL 183.16' EP 184.12 w L18056X700 I I SW 183.92 0 018056XLIGHT 1 S135AA70000 • ��,'.� \ Ci / o ° k_ z SW 183.47 O �, �_ © w I SW 183.55 o 0CC a 1 a� SPEED 20 -0 . , 7 / TC==FS 183.42 FS 183.73 FL 183.65 m 0 o - - - - - - - / - SW 183.36 a o %.� a I ci I - _ / 0 �� OH �r OH 01ILS �� 01IL -� �_, flt _ 0 - _ _� �__ ,�_ TC-FS 183.93 TC 183.98 z i I D , _ -En © ir FL 183.86 r __ - r^ ;STA:11+43.50, i&..SO'R \ ,. \ 'J \ \ ^, �_ SW 182.79 °°o / I EC:11+41.05, 115.50-R END CURB AND GLITTHq Sb \ . ACG r) `\ ---- FS 184.08 *PisSW 184.05 z o Q 9+50la-- 10+00 S88° 52' 22.36"E 10 X50 \ 11+00 1 +�0 \12+00 \ \I \ 12+50 Y 1 13*SIG - 13+50 14+00 SW 182.91 I1 0 I 1385.098 ±-7)- - fili O ch*/k , ROSSWALK 12 o 0 -___ _ RC:11+31.13, 20.64'R l /_ /1 r' ' - CROSSWH� �, =FS 183.21 111111 a' CI O lo "' cn _ -- -- - L_ ' ''�/--- � � ___ --- �%I� SW 183. o � ADJ FH AND �0�� Sd, o _ °°° 4 - - - X \ FS 183.90 VALVE TO GRADE• c(/ r , I��, - ,- I / i I, ® 4 WIRE FENCE 0 <c/ cJ r� • 17e '';.� IR4 . \ ° SW 18 .82 z ° = N BC:11+21.OQ. 24.99 w v TC=FS 183.74 } o ° a ba :,, a p6_ ,• " 182.70 r \ �� ; aN �� I / 0 FL 182.22 1 SW 183.62 Q w o I EX SIDEWALK %/� SW 183.58 �� x R/W _ _ ____i _, - STA:12+03.46, 11.33 R_ h-TC ..R- d I w � 0 r- --------- �� c-' z ' END IMPROVEMENTS � TC 183.48 �� ) FS 183.20 , �'v i ' , /.-- rn � ��' /i �� I I �a ��// TC 183.11i IP°�. a �' ' ,-- ----- ,� -_ / / O FL 182.97 �' -1 I �-' _ I I 0=1� � , PLAN: RAISED PED X-ING 11 -__ - ,� /, 'r �-1::-- -'�� 1 /\\ HORIZONTAL 1" = 10' o \ M I I ' ' ' i / s �� ---- 1 ._I .i l I - / �' 10' 10' 6' rn PLAN: SW OAK STREET R - - 0 1" 2.0% rn HORIZONTAL: = 30 B -5--510 MAX Mqk - a o in 1 2" DENSE L TACK u 192 192 GRADED LEVEL COAT EX PVMT 2 HMAC PLACED > IN TWO LIFTS 188 188 (3.5" MAX LIFT) N to c o SECTION A-A oar NTS 184 ± - 184 II II II 1 NO GENERAL NOTES >, 0, ,_ 1. FOR OAK STREET STRUCTURAL SECTION. c~n w N w EO CONSTRUCTION + SEE TYPICAL SECTION ON C3.1 180 it II 180 2. FOR OAK STREET UTILITIES SEE SHEETS C4.1-C4.3 Com- Z___ CONSTRUCTION O N w o �� CONSTRUCTION NOTES o 176 STA = 9+50.00 re) ,- (c\-----; (0 176 _T_ ELEV = 177.60 �� , II II v ,- p CONSTRUCT CONCRETE SIDEWALK PER CITY OF TIGARD STD. M""�"� Ln W 172 Q w II II II 172 DWG. NO. 120, SEE SHT. C5.0. \ J J CO CONSTRUCT CURB AND GUTTER PER CITY OF TIGARD STD. O - cn w (n w o - -o_ _ DWG. NO. 126, SEE SHT. C5.0. Q rY 168 - - - - O -- O 168 3O PROVIDE SAWCUT. (I ° I0 CONSTRUCT 12" THICKENED CURB AND GUTTER PER DETAIL ^ z O 2 ON SHEET C5.1. 0 I- Z 11 164 164 CD v2 C) CONSTRUCT MODIFIED LIDA VERTICAL CURB PER LIDA DETAILS W O ON SHEET C5.6. Ei Ct In j E 0et, 192 192 ± - CO CONSTRUCT 6" ASPHALT BERM ON DENSE GRADED A.C. PER w O a) CO ng. ODOT DETAIL RD701. Wo QD E 188 188 7O CONSTRUCT RAISED PEDESTRIAN X-ING PER DETAIL 4 ON I- U 0 o TOP OF SHEET C5.1. Q o � `; • ,,a - co - RIGHT CURB C- I- cci .. o 8O REMOVE EXISTING CURB RAMP AND CONSTRUCT SIDEWALK T nI- LW Lo 184 h. ± - + co. ± 184 RAMP WITH DETECTABLE WARNING SURFACE. RAMP TO BE V 1 00 FLUSH WITH PROPOSED RAISED CROSSING. SEE PLAN FOR Ct I- 7.) II II II II II II II II a II _ ELEVATIONS. Y 3 STA = 9+50.00 1-c; I- o 1-a 1QQc) ,o o /TOC = 177.60 `�'~ `�' ~ �'1- N o ;+ ^_ REMOVE AND REPLACE EX CURB WITH 6" STD VERTICAL Q 180 _ 180 9 �� I I 0 II CURB PER CITY OF TIGARD STD. DWG. 125, SEE SHT. C5.0. Ua ®,� o SEE PLAN FOR ELEVATIONS. O U O 0 176 STA = 11+43. // 1+43.66J/ \ In ~ 176 10 SAWCUT AND REMOVE EXISTING SIDEWALK AT NEAREST SCORE 00 TOC EIGHT CURB JOINT. CONTRACTOR TO VERIFY EX ELEV AND LOCATION 7 TOC = 177.77 ,,c) PRIOR TO CONSTRUCTION. 0 0 6" ASPHFLT BERM 1 O a 172 172 DRAINAGE CONSTRUCTION NOTES .77 CONSTRUCT CG-2 CATCH BASIN PER CWS. STD DWG. 300. SEE SHEET C5.5. 168 168 CONNECT TO EXISTING STORM DRAIN WITH SIDE STORM HanmiGlobal Partner PIPELINE CONNECTION CWS STD DWG 520. CONTRACTOR TO VERIFY LOCATION PRIOR TO CONSTRUCTION. 808 SW 3rd Ave., Ste. 300 E 164 164 Portland, OR 97204 10+00 11+00 12+00 13+00 14+00 15+00 Phone: (503) 287-6825 Lo Fax: (503) 415-2304 CURB PROFILES www.otak.com CURB DATA TABLE N HORIZONTAL: 1" = 30' 18056 C18056C302 VERTICALd 1" = 6' 3 RADIUS LENGTH DELTA REMARKS Project No. Drawing No. NI T 009 15.0° 11.38' 43°28'31" 30' 0' 30' 60' 2 0 010 15.0° 11.43' 43°39'43" = C3. SCALE IN FEET a Sheet No. Otak, Inc. 2017 XREF LIST Ltscale: 40 Resolved CONCRETE SIDEWALK 6 o 518056x190 o N Cn P18056X001 z o C18056X231 Ld L18056X700 -- STREET LIGHT m 018056XLIGHT o ° 0 + 0 STREET TREE w a CC 0 0 U CO I) CO U N — RI2 ) c\ ST 0 a RI5 0 o z ST Y I o 1 RSLA <RX4> / ll \ B rn IX/ • 7/ „ / - ,,,, E, ® �Q � Z/pip, / ,e .��i�'►�p4 // _ I , _? i "SPEED 20" RX4 ® _ >' ♦�_��.,'14--4 as I a 0 � i4/ `� `� `\�' ii. ♦ ��'� - �� CROSSWAL'""i4"ilif-P--4,6:, /I 'CROSSWALK" '% e+ END NOT ♦ .�♦ ��, / J�` %i'�7 \- / X_, i FOUND - _ . ��ill _ ,-- -_ -1/ _ _ r _. — _ ' � Ar�■ia� •=- - - -- •- _ z - i ' Li /i�_- d �`t - _ — 'i'�� o='= _ — _ —7, s- - ------ I / _ri4 - i /L A t4+00 a fel /RI1 I — I RDX �) I a 0+00 0+50 1+00 t I+50 ) 2+00 2+50 3+(A 1 3+501 4+50 ST 5+00 ,, o� T c i SS • S JS88° 52 22.36 E / ,Cl I I / _g DEAD END ___-' 1385.098 /' /' � l /'{" N,w f t D:=2� ------------------ "' __../ _// _ 1 , — - - 7-1,---,_°_11:--"--r,_--______.-1_,.....,016.___________7— �� l —r — ./' ��Q �R15/ SP Eft ,� �puisit.�L— — — a;ilu `,I-W //a' \ ST ) 11 4,4, _-- \ , f I I . . ._ , ,e PLAN: SW OAK STREET STA 0+00 TO 5+50 o PLAN: RAISED PED X—ING 0 CI \ 0 \ HORIZONTAL: 1" = 30' ® HORIZONTAL: 1" = 30' �n 0 VU N i i( \ Ol A \ lj is-)1- THS S )E LOA) \G a OF STREET ZO\E SIGN N0. 2 SIGN NO. 3 -� m/ — — — T — — I 8 — I— — — — OHL OHL Oi IIL� - -0- ----a-- I / ` �J - t, _ , ` - - pj —� T/� 6+00 i --'--16+50 S88° 52' 22.36"E oo 7+5 - 8+00 - 8+50 9+00 9+50 10+00 S88° 52' 22 36I"E 10150 11+00 \� 11+/� rr, , l / I-- I f' - - I'' % �� I I C �I I I , I nr c c /// \ i 1385.098' ----- iT--____ 1385098/ — IA/ \ / \ SIV W _ - - VV 1 II I ,..._ii,_. .,, ,.....__J JI —Jr-----7-7--_,-1,. � _ \ I'��' t II II 7- ,7-1 ^ - �. •; ' _ V D IN er STOP ,_ ...,_ c-: T T IL + / TI 1 //,--;)-- y tl� �. vii,„. �t� A /R2 - °V ,� IC . I T 1 �- + TI 1 + T 1 �/ T +. DA> R, T 0 N LY 0 N LY \ / � � , /, ° a° ° ° �I —�; a ° a ( ° l I a° ° �� ° �.. --,>� 1 ° I--�� I , F.,-- ,/,____-7",„ r- p.T.: ' / ,/ ,/ — I I I — a \ R/W ,/ —' SIGN NO. 4 SIGN NO. 1 /' 2.2' DIA. BRICK WELL \� �— I ) l �' 1 \� © __ ---------- / ---- ,— - _ ,/ FILLED W/coNc. / —I — I a n \ ® - ' ..... - �\— , , __ _/ GND=174.2 /� /i/ / ST / I I �j /AE \ _--- 1 //I— / - .. \ = -- _____ / i ' \ f I 6* L./ 1 / / 7 r 1 /I r > 7 //\ 00 '/ /. I211 I 1_ z it\ _ I PLAN: SW OAK STREET STA 5+50 TO 11 +50 0 HORIZONTAL: 1" = 30' W CD [- 4 o z a- 6 T I- 3 w0 CD 0 `l ro 0 T SIGN NO. 5 C I I— Q Lo 0 00 li_ U V c., z LEGEND 0 S ® INSTALL STANDARD CROSSWALK LINES O c� cry ® INSTALL 24 INCH STOP BAR 0 003 7 cSLAA INSTALL RIGHT TURN, LEFT TURN, STRAIGHT ARROW ORO INSTALL STAGGERED CONTINENTAL CROSS WALK 0 o a U CRD) RAISED PEDESTRIAN CROSSING ARROWS L •Y RXN REMOVE EXISTING SIGN (N)0 HanmiGlobal Partner ,_ ALo e. E INSTALL NEW SIGN (N) ON NEW (M) SIGN SUPPORTlir Portland808SW3rd,Ave.OR, St97204300 Phone: (503) 287-6825 cri Fax: (503) 415-2304 1 K RIN REINSTALL EXISTING SIGN (N) ON www.otak.com E, NEW (M) SIGN SUPPORT 18056 C18056C303 N o N = SIGN NUMBER 30' 0' 30' 60' Project No. Drawing No. M = MATERIAL �= C3. 3 ST = PERFORATED STEEL SQUARE TUBE SIGN SUPPORT SCALE IN FEET Sheet No. 0 a Otak, Inc. 2017 XREF LIST Ltscale: 30 GENERAL NOTES Resolved I. ALL SLOPES SHOWN ARE FT/FT. °' o C18056X001 2. FOR LIDA FACILITIES SEE LIDA ENLARGEMENTS ON SHEET u) o N A18056xBLDG z 0 ro C4.3 C18056X231 018056X600 3. FOR ON-SITE STORM AND DETENTION FACILITIES SEE SHEETS C4.4 AND C4.5. o a o S18056x190 4. SEE SHEET C0.2 FOR PIPE MATERIAL AND TRENCHING z c o REQUIREMENTS o w c 0 °AK STREET STORM DRAIN CONSTRUCTION NOTES 0 SEE SHEET o Q co 2❑ �\ 0INSTALL RIP RAP PAD PER DETAIL 2 ON SHEETo 51 "SD- I " LINE ) \ \ \ SW OAK ST CL A 1 C5.4 ,_ 0 0 STA: I+50.72 PVT STQRM DRAINA:4+94.64 7. 18' R= Q L fSEEEET C4.4 o \ SD- I STA:3+46.81 ___. SD- I LINE _ INSTALL 48" SDMH PER CWS STD. DWG. 010. SEE ll m _ El STA:0+97.86 0.00' i / _ _ STA: I+37.35 \ ��, ki, \ 1--. \ s� s�� SHEET C5.3 0 CO SD-�I N7` N: 65 07.30 ! - o _ 7-o N wM �`. s E2o123.87 ! -- � / � ® �,�,, SEWER CONSTRUCTION NOTES p. I 1 < DCDA F�; .� z O 2 "SD- I " LINE - �' / ppp//Fc/ ,� STA 2+90.47 �, INSTALL 48" SSMH PER CWS STRD DETAIL 0 10. SEE c�� 9��p // �A \ �_ � ma M N�-M-I -MO Mi MO Mj M� \ \\�\' `C w O °O,p12.<<.?), i _ / 0, - _ _ An _ _ - _ _ _ -1► - _ SHEET C5.3. CONNECT TO EX. SSMH. CONTRACTOR TO o �,4, a_ o ,4 / /rWit / O r� - "SD- I " LINE S ' SW 90TH AVE VERIFY LOCATION PRIOR TO CONSTRUCTION.SD z �, SD wi / %/ _ _ _ _ _ � SW OAK STC;) (Z) CONSTRUCT STANDARD SANITARY SEWER CLEAN OUT ' Q a w /' / �' PVT � 0 STA:4+89.38 PER CWS STD 500. SEE SHEET C5.4. � �\��' �ATE,AL 38 Li, lj. o 0 = = = 0 0 0 0 0 0I 1=6 SEE`:HEE /\ - O CONSTRUCT 8" PVC (SDR-35) 4 CONSTRUCT SIDE SEWER LATERAL PER CWS DWG 520. O 1 / 4s SEE SHT C5.3. a OAK STREET rs A iiSEE SHEET C4.2 nn MS m 00 0) fl o N N In Lr) Q w t PLAN: "SD- I " LINE a o 15' 0' 15' 30' IT V 1 Z 188 188 w 184 184 r FG @ CL I OF SD PIPE r Fr: a CL / / OF SD PIPE ...e Fij 180 180 ^ - - -1 z LZ P W 176 Q. _ - - / J 176 O � _ LI°� EX 4" 1 , LLI172 __ / / / / \�� L=6.75 0X 16"/ I 172 O / / �8"PVC "VTR / / s=n n4. R I W Q - cn 168 � � � \ t 168 Q Z I ..__,.'"'1.........'\,.,.....T.v 03 164 - 164 L.L L,-, -L=52.86 _ L=1197.47 J/ SSCO-A2 I L=56.7E_ I O U 3C RCP .50"1.50,54 SS-A STA:1 4 30.59 e"PbC -I CC a S=0.0051 S=0.0069 S=0.0624 ICO Q 160 RIM= 178.51 160 ��I � o IE IN= 169.42 8" E) I o `-- - D I- III a IF nt T= 1R(4 22 IR" N) °O O U STA:0+97.56 �D�D 14 g 01 tD SD-1 .CiTA:1+50.72 S)MH-1B (48" MH) I + Imo, co 156 IF IN = 164 3A (3n" v) RI1v1- 1 .GS ^ `^ 156 5W UAK 51 UL 51A: 4+9b.1 b, 5./9 K - - co o IE IN= 164.73 (30" N) S[)-1 STA: 3+48.19 ? n '� opo IL UU 1= 1 b4.b 5 (i()�. 5) KIM = 1 /9.i = < II z O a -5 IE IN = 166.33 (20" E) ,n cn 1521 A IE OUT = 166.09 (30" S) `� - 152 a 150 150 1+00 2+00 3+00 HanmiGlobal Partner 808 SW 3rd Ave., Ste. 300 12 I 204 I PROF I LE: "SD- I " L I NE Phone: (503) 28Portlnd, OR 76825 N Fax: (503) 415-2304 6' 15' 0'1' 30' www.otak.com ED 18056 C18056C400 c 0' Project No. Drawing No. N m C40 ii 0 Sheet No. 04. 0 a Otak, Inc. 2017 XREF LIST Ltscale: 30 ResolvedGENERAL NOTES S 35AB 6o C18056X001 m 0 S I 35A8 L 03202 I. ALL SLOPES SHOWN ARE FT/FT. 0 N A18056xBLDG Q O u, C 18056X231 L� 3 35A8 T 0 3 2 0 0 2. FOR L I DA FACILITIES SEE L I DA ENLARGEMENTS ON SHEET C4.3 z 0 C 18056X600 O S 3 5 A B S 3 5 A B S 3 5 A B 2 03403 2 3. C4 4°ANDS I TE C4.5STORM AND DETENTION FACILITIES SEE SHEETS o 6 L 518056x190 03303 T_ 03304 ❑ SW OAK ST CL 4. SEE SHEET C0.2 FOR PIPE MATERIAL AND TRENCHING o Ufl I IL03302 STA:4+61.85 18.46 L=-• `. REQUIREMENTS o SD-02 STA:63+45.41 , 5. CONTRACTOR SHALL VERIFY LOCATION OF WATER METERS AND - EX 12" STORM DRAIN TO REMAIN / i � �� COORDINATE RELOCATES WITH TUALATIN VALLEY WATER AS ix o SDCB-5C SDOF-5A - EX OVERHEAD ID "SD-02" LINE CAUTION!! EX - �/ REQUIRED. o m 0 SW OAK ST CL ELECTRIC TO STA:61+86.42 GAS LINE TO BE / `' �, STORM DRAIN CONSTRUCTION NOTES co>- L STA: 1+58.53 - 13.24' L= REMAIN IN PLACE PROTECTED IN PLACE SD-02 STA:60+33.77 SDCB-5B 1 LJ CONSTRUCT STORM DRAIN CO PER CWS STD. DWG. 500. SEE SHEET ccn :.„ i2 "SD-02" LINE 01 SDMH- H �5' .� o C5.4 Li 0 0 _1 © STA:6 I+78.2 I 6 SD-02 LINE Wi# cn „ ©' STA:62+90.20 7 4IP ; ct 0 CONSTRUCT TYPE CG-2 GUTTER AND CURB INLET CATCH BASIN a, �t �d►'.4.� . _ / CWS STD. DWG. 300. SEE SHEET C5.5. CONNECT TO CO �. m - _ . � �i-59i-wfi-�i-+i-ri-r1 ,- - .S_,.-4 •-��,. -/i-ii-ri-,-i/ '-_ =ri�� or -r / ,/ EXISTING PIPE TO THE SOUTH. o --- , __ l I, 125 crn pP ( - 1 sb / 0 «1 _ C,, -S __- 0-Foo �� 1+00 2+ __ - 73+10 _ / 1 14+00 �� J �'a ID REMOVE EXISTING AREA DRAIN AND RECONSTRUCT TYPE II AREA I I l (/, 2 I �� [ I >' _'� DRAIN PER CWS STD. DWG. 380. SEE SHEET C5.5 °' SW OAK ST li ADJUST EX WTR J> ADJUST EX WTR , v 1 -1 c\D�F 9Sd� CONST. CENTERL I NF METER TO GRADE- METER TO GRADE _ W- - ---- m ��w z`o� �j 1 A-16 - - COORDINATE WITH 6` COORDINATE WITH r a N ID SHEET CONSTRUCT FLAT FCONTRACTOR P NTO LFIELD F IE PER WSEX I DST II NG G CONNECTION TO z �' ® � -TUALATIN VALLEY WATER -TUALATIN VALLEY WATER ®- THE NORTH EAST.Ell 0 ; Q a• Ci; 1-1:121 EX STORM DRAIN TO REMAIN �, ° ° 1:1REMOVE AND DISPOSE OF EXISTING STORM DRAIN PIPE. �5�� !'�� CONTRACTOR TO CONFIRM7 < � w CONNECT EX ROOF DRAIN LATERALS TO NEW STORM DRAIN PIPE " I[- 16ID AS NECESSARY. CONNECT LATERALS TO STORM DRAIN PER CWS 1 "SD-I" LINE STD. DWG. 520 SEE SHEET C5.3 a SEE SHEET C4.0 0. 0= • g PLAN: "SD-02" LINE STA 60+00 TO 63+45 °° 0 15= 0' 3° (SW OAK ST) a00 c-c"--'1 w 1- IT o Q. 188 I 188 r F3 © CL Cf SD PIPE ` EGCL W 184 I / © / OF SD PIPE 184 LC) - - / L=7.04 / + \ ' 12 C9pU 180 - - _ _ S=0.0213 �� -- 180 CC) (30-EF -t0--1,7--3 --- -11I F2 < - • Sirs L= 103.78LF C 176176 z LiJ r� SD0�5A I L - L=54.86LF 10" - O w 0 SW OAK ST CL SfA:1+58.53 -13.24 L ��1 u2 STA:62D195.110 C900 5=0.013 FT/FT SD-02 STA:60+33.77 W RIM= 184.76 SDCB-56 RIM= 181.40 hi 172 CD IE OUT= 179.30 (10" E) SD-02 :TA:61+78.21 IE I11= 178.00 (10- E) 172 C 1 0 O RIM= 178.63 IE IN= 178.10 (12" NE) I w 0 IE IN= 176.04 (12" N)- IE OU-= 178.10 (12" W) I r Q �_ 0 168 IE IN- 17E.13 (10" I") CO TR_CT_R Tn FI=LD FIT (12" NE) SDCB-5D 168 F..L.� O IE OUT= 175.95 (10" S) SW OAK ST CL STA:4+61.27 -21 23 I (24 eL Q 3 o SDC'-5C SC-02 STA:63+44.94) 164 SD 02 STA:61+F 6.42 RIM= 181.15 (I) Lo -RIM= 178.60 IE OU-= 178.76 (10 W) 164 w 00 IE Ill= 170.30 (i 2" E) LL N IE CUT= 176.19 (12" 5) 4OU O 0 160 60+00 61+00 62+00 63+00 160 Q U .ell CO a 12' II PROF I LE: SD-02" L I NE STA 60+00 TO 63+45 O 012 CD 01 0 6' 15' 0' 15' 30' oo 7 (SW OAK ST) � � 0 0 00 o. o a U N ._,i a co 2 HanmiGlobal Partner 808 SW 3rd Ave., Ste. 300 E Portland, OR 97204 Phone: (503) 287-6825 Fax: (503) 415-2304 www.otak.com 0, N 18056 C18056C400 NI Project No. Drawing No. 0 04. 1 Sheet No. 0 a Otak, Inc. 2017 GENERAL NOTES I. ALL SLOPES SHOWN ARE FT/FT. 2. FOR LIDA FACILITIES SEE LIDA ENLARGEMENTS ON SHEET r- C4.3 a E 3. FOR ON-SITE STORM AND DETENTION FACILITIES SEE o _ �' / SHEETS C4.4 AND C4.5. w Q 4. SEE SHEET CO.2 FOR PIPE MATERIAL AND TRENCHING --C 0ZUI �•i7 / e SW OAK ST REQUIREMENTS a L_ � STA: I I+42.76 o SW ST i @18.50IR 4 STA:40+7K1.77 /� SDMH- 1 C SSMH-B5 O w o 0I 0.60'R SW 0 KC.ST 5+63.44 3 / SW OAK ST CL STA:8+62.01 EXTG. COMBINATION STORM DRAIN r� STA:4+89.3804 © R AID- I SW OAK ST STA:7+D53. 190 RIM=-177. 15 8334 STA:6+27.45® 1E IN= 163.75 S SDMH- IF 2 AIR VALVE AND WATER METER CONSTRUCTION NOTES � () Q L - 11.50' L 5.93' R 1 (8" ) TO BE RELOCATED m SW OAK ST Q STA:9+ 16.84 U ��I i MH- I B SW OAK ST STA:8+22.22 - 5.70' R CONSTRUCT WATER QUALITY MANHOLE PER CWS STD STA:4+96. 16 .. L-48.66LF O wo0A , / CENTERLINE 01850 R SDMH- I G DWG N0. 250 AND 260 ON SEE SHEET C5.4.F5=0.0235FT/FTOHL OHL STA: I I+26. 100. 5.79' R0 INSTALL 48" SDMH PER CWS STD. DWG. 010. SEE SD- 13 �, -G � so G SSD / G G G -mac SHEET C5.3. o cn 6 0 3 SDOF-/ SD 6+00 8+00 9+00 10+00 100 I I ��' �, `'G -1 cc I.1�� ISE L I- cn I �� _1 I c� I-- I 1 REMOVE EXISTING AREA DRAIN AND RECONSTRUCT © O- y iWQ v VV vV / vv 1 vv / ry vv vv vv 1 1 111 TYPE II AREA DRAIN PER CWS STD. DWG. 380. SEE SD SD ()N SD SD SD (D - �D SD SD SD SD OO SHEET C5.5. RECONNECT TO EXISTING STORM DRAIN o) Q 1 -�u \ o w W W W . W W .W �/ W4:4i� _w W W W W , cS' cel i PIPE. 0 _11� _ �o 07 /// o %�/ / 9�0�01 W OAK ST , °°d d ' ��' I " - �_'� � _�� 1 MRECONSTRUCT SDMH TO RECONNECT TO EX SD PIPES o t� a_ zcn LIDA R1 �1 / LIDA R2 R3 I _ „�IDA R4 4❑ USE NON SHRINK BGROUT TO FILL VOID BETWEEN z r`' 0 pi o NSTA:4+55.65 d - �� ° ° ° ° d © PIPE AND EX MH TO ENSURE WATER TIGHT SEALa 4018.50'R d d d ° ° X° /____176 w 1// a ° ed ddO °d V w d d ° • L d ° ° - WQ) E R °1�° d SDMH- 1E E I CONSTRUCT OVERFLOW 1 NLET STRUCTURE WITH s) %:\ /<, o� _ -STA:6+28.66® - d ° I _ - -- ID BEEHIVE INLET PER CWS STD. DWG. 407 AND 405. ��' x l/ 6.07' R �; I I° `I - w () © `,j I r , _ R/W I_ , SEE SHEET C5.5. - H`� L __ --f ' 111 ABANDON/REMOVE STORM DRAIN PIPE AS NECESSARY / 2 © - E jj//� SW OAK ST TO RECONSTRUCT NEW STORM DRAIN PIPE. a �� t �Fo ,,,- p SDMH- ID - ff © SW OAK ST 1:11 I / z Q SW OAK ST STA:5+84.39® SW OAK ST _ STA:8+61.530 . LL STA:9+ 17.740 111 SW OAK ST s © SEE SHEETSTA:7+53.750 48.50' R I--I 26.90' R / o n -STA:5+63.97© 5.94' RImmallaffiu - STA: 1 1+27.300- C4.0 27.56' R 27. 10' R t7,/ , ©s-28 '--' 26.49' Ril "SD-I LINE ' M SEE SHEET C4.0 WATER GENERAL NOTES 0 oSEWER GENERAL NOTES I I. ALL TEES, BENDS, AND ENDS OF WATER LINES SHALL BE 013PLAN: SW OAK STA 4+80 TO 11 +26 1. ALL SLOPES SHOWN ARE FT/FT. MECHAN 1 CALLY RESTRA 1 NED W 1 TH APPROVED RESTRAINED o STORM LATERAL INSTALLATION CHART 2. FOR LIDA FACILITIES SEE LIDA ENLARGEMENTS ON SHEET JOINT SYSTEMci 15 0' 15' 30' 2. FOR ON-SITE FIRE AND DOMESTIC WATER SEE SHEETS C4.3 �n a) LENGTH SLOPE PIPE SIZE �� 3. FOR ON-SITE SEWER SEE SHEETS C4.4 AND C4.5 C4.4 AND C4.5 V(/ LATERAL STATION ALIGNMENT (R) IE 0 MAIN IE © END (F/F) PIPE BEARING (IN) 4. SEE SHEET CO.2 FOR P 1 PE MATER 1 AL AND TRENCH 1 NG 3. SEE SHEET CO.2 FOR P 1 PE MATER 1 AL AND TRENCH 1 NG a w REQUIREMENTS REQUIREMENTS a * SD-12 6+28.66 SW OAK ST CL 17.6' 169.55 172.40 0.162 N2°48'25"W 15 cw o SD-13 5+84.39 SW OAK ST CL 13.8' 171.34 172.74 0.101 N3°14'13"W 12 SEWER GENERAL NOTES WATER CONSTRUCTION NOTES SDOF-1 5+63.44 SW OAK ST CL 21.5' 167.87 171.36 0.162 SO°16'42"E 10 INSTALL 48" SSMH PER CWS STD. DETAIL 010. SEE SHEET 1OC) CONSTRUCT FIRE HYDRANT PER TUALATIN VALLEY SDOF-2 7+53.19 SW OAK ST CL 21.2' 169.02 170.47 0.068 SO°23'24"E 10 C5.3 ``----�� WATER DISTRICT DETAIL 101. 16"X6" TAP WITH 6" CONSTRUCT STANDARD SANITARY SEWER CLEAN OUT PER GATE VALVE ON NEW FIRE HYDRANTS ON SW OAK ST. SDOF-3 9+16.84 SW OAK ST CL 21.2' 170.11 171.21 0.052 S1°18'45"E 10 Col CWS STD 500. SEE SHEET C5.4. 0, CONSTRUCT 8" D. I.P. 1 N POLYETHYLENE ENCASEMENT SDOF-4 11+26.10 SW OAK ST CL 20.7' 171.36 173.60 0.108 52'11'21"E 10 WITH MECHAN I CAL RESTRA I NED JOINTS PER TUALAT I N ° C.) CONSTRUCT 8" PVC (SDR-35) SEWER LATERAL. VALLEY WATER STANDARDS.NOTE: ALL LATERAL PIPES ARE TO BE D3034 PVC UNLESS OTHERWISE NOTED. * SD- 12 INSTALL AS CLASS 52 DUCTILE IRON PIPE FOR COVER CONSTRAINTS 3Q INSTALL WATER METER, DOUBLE DETECTOR, AND (1/7) DOUBLE DETECTOR CHECK VALVE ASSEMBLIES PER TUALATIN VALLEY WATER DISTRICT DETAILS. FOR ENLARGEMENT SEE DETAIL 1 ON C6.0 188 188 0, TAP EXISTING 16" DIP WITH 16" X 8" TAP AND 8" X W 8"GV (FL MJ) PER TUALATIN VALLEY WATER DETAIL 8, SEE SHEET C6. I. CONTRACTOR TO COORDINATE WET 184 184 TAP WITH TUALATIN VALLEY WATER DISTRICT. SEE [ N SHEET C6. 1. �.:/ EXISTING (5) WATER LATERALS TO BE ABANDONED (f) 180 - - _ _ _ 30"D3034 EG © 180 PER TUALATIN VALLEY WATER DISTRICT I- - - rS=0.0024 ` STREET CL - - - - - - - - - - - - - - - - - - - REQUIREMENTS. CONTRACTOR TO COORDINATE WITH Q� z - r P _ _ _ _ _ _ _ - - - - - - - - - - - - - - - - - - - - - - - - - TUALATIN VALLEY WATER DISTRICT. z w / 176 - - - - - - - - - - 176 6� REMOVE EXISTING FIRE HYDRANT AT MAIN, PULL 1\ 0 w ci I r / L=44.27 VALVE AND PLUG TEE. COORDINATE WITH TUALATIN L� 0 00 VALLEY WATER AND RETURN HYDRANT.I I I I Z 172 1 Pvr n3034-, _ L=6/.2y O 172 0 I 30"D3034 I I S=0.00841 I I I A I L=209.27Lr 12" PVC 3034 S=0.0048FT/FT J L=1�S3.mkr 12" PVC 3021 `,-O.nnq.5FT/I-r Wo 168 IA 5=0.0046 I I L=124.53LF 12" PVC 30-34 S=0.004F-/FT 1O 168c24 ...-1-(2 c __IV I SSMH-1 F (W(Jl W 0 SW OAK ST CL STA:6+28.66 1- LLI 1-1 164CO RIM= 17F 03 164 fX IE IN= 18.33 (12" r) IE IN 1F/J.55 (15" N) 0 U (~ 0 IE OUT= 168.22 (15" W) oho 0 160 `6 SDMH-1D ± 160 m o c SW OAK '�T CL STA:5+84.39 _8" SEWER + w^3 Q `�' N � D Q o RIM= 176.47 rRn---IN-, °' _ , 1- o I w ;,; n1 0 .� OO_ 0 o o IE IN= 167.85 (15" E) N- Ncn J o Lo = a ro co IF IN= 171 .34 12" N o co U „ 0 156 m N -- o, (din _ ( N) v, -- oo - - I- •s- ' N- 156 o 'n o IE OUT= 166.75 (30" W) _1 1� o °' cn 0 o o c .• ( < O O U ^� N NO GO L,_ L. - moo occ) U � � - II �.� v~i II = o - II 1- o a j m Cf)r,_ II U '? M II I n II II g II z 0 0 152 Y� II :II Q EII L L U o � � w w 152 a� I Q (Ao � r II II E � � �o = p II z = Ucn � c.7 cfl 0 II - - plco - p w w w E � I �_ � 11� - � II e.3 � v cnw w I Q II II ~ � cn E w w w v 148 I w 148 cn cn , - HanmiGlobal- Partner 145 I 145 808 SW 3rd Ave., Ste. 300 5+00 6+00 7+00 8+00 9+00 10+00 11+00 Portland, OR 97204 N Phone: (503) 287-6825 L0 Fax: (503) 415-2304 1 www.otak.com 12' 18056 C18056C400 N PROF I LE: SW OAK STA 4+80 TO I I +26ccc Project No. Drawing No. j15 0' 15' 30' 0 -- - C 4. 2 o' Sheet No. Otak, Inc. 2017 XREF LIST Ltscale: 30 N Resolved E C18056X001 o N cn A18056xBLDG z o C18056X231 Ldu) C18056X600 , t ` o S18056x190 \ c -- L z , '. Z G G - G s � G - o SW OAK STREET 3 i i SW OAK STREET ci) EL - CONSTRUCTUION C/L / SW OAK STREET ; Q STA 5+53.04 STA:5+73.43 0 0/� 6+00 C C SW OAK STREET CONSTRUCTU I ON C/L @16.50 R 1 @24.50'R- J J' I .� .� , c c - 8+00 . e- , C BC EC 1 � .� o 0 0 ii STA:8+ 13.26 0 STA:7+67.79@17.00'R LEGEND °' m STA:5+39.25 STA:5+63.23 2� D0 ®24.50 RD 42z1/SJAc493 D D BC STA:7+88. 18 TOP OF CURBEND STD C&G TCG= 177.43 PCC (016.501R-- ,-.111 16.50'R- y . 1�STA:7+46.29 EC END THICKENED C&G FG TOP OF LIDA MIX _ BEGIN THICKENED C&G TCD= 177.35 @24.50'R _ STA:7+77.98 ©' BEGIN STD. C&G TCD TOP OF CHECK DAM rn 7 ,,,, - FG= 175.57 STA:5+77. 12@25@20.50'R 1 TCG TOP OF CURB AND GUTTER �'N\- S o v v ` ®24.50'RT X R W PCC r V V/ �w 90��0 ,,,,,, © / STA:7+44.30 !Mal [END TH 1 CKENED C&G EX R/W - /` za ,00a00000000 (424.991R o = „ a PlICG= 177.44 , BEG 1 N STD. C&GT ._ Z 0 6 0 N a TCD= 177.27) ICG= I /b./4 END STD C&G - a BEGIN THICKENED C&G TCG= I /5.y10 0 ° G- 177.94 FG= 176.77 / TC_ 177.07 Tf D- 175.75 \_TTCcG=1 176.64 • Qa wTC= 178.26 6 F�= 174.39 76.97 ,� , ci FG= k76.77 TC= 178.05 iii FG= 175.47 ��38 �`� x a a TCG= 175.56 J TCG= 175.92 TC= 178.39 TCD= 177.27 TC= 177. 13 FOC I ' w a TC= 175.89 TCD= 175.75 EDGE < FG= I76.77Th� FG= 176.77 FG- 175.57 FG= 174.39 © U' FOC III FG= 175.25 7 / OF WALK a TC= 178.03 a a a a a \-TCD= TC= 176.28 cw ° TCD= 177.35 - aSTA:5+39.52 ° STA:5+77.05 EDGE OF STA:7+44.30 TC= 176.28 TC= 176.92FG= 175.57 a 175.75 ' a @30.991R52 ©' © @31.00'R 7 _ S I DF�NALK @30.99'R _TC= 176: 14 TCD= 175.75 FG- 175.25" FG- 175.47 AP ° a AP - AP FG= (74.39 F_G= 174.39 2 ©� STA:8+ 14.93 _ a @30.40'R R/W ° a BACK OF R/W AP a ° WALK a a } M m I1 1 00 0 0 0 I \ i 0 o \ 07j) 1 K Q w Q% 0 QT oLIDA R I ENLARGEMENT LIDA R2 ENLARGEMENT 10' 0' 10' 20' 10' 0' 10' 20' LIDA GENERAL NOTES I. CURB INLET STATIONING INDICATES CENTER OF LIDA Ci CURB OPENING. 2. SEE LANDSCAPE PLANS FOR LIDA LANDSCAPING. 3. WATER QUALITY M I X SHALL BE PER CWS BLENDED W SPECIFICATION FOR VEGETATED LIDA FACILITIES (CWS STD DWG. NO. 798. SEE SHEET C5.5. V V 4. FOR STORM DRAIN LAYOUT AND INVERT LOCATIONS SEE SW OAK STREET I SHEET C4.2. 5. ALL STATIONING ON THIS SHEET BASED ON SW OAK CONSTRUCTION C/L (24 SW OA STREET SW OAK STREET STREET CONSTRUCTION CL. (i) . Q 9+00 ,� CONSTRUCTU 1011 C/L 11+00 : c SW OAK STREET F-- (/) c c I LIDA FACILITY CONSTRUCTION NOTES __4 Z ' STA:8+95.3 I • STA: I I+41.48 STA: I I+43. 15 I Z STA:8+97.26LI STA:9+34.23 OFF: 16.50'R § g.5 ©16.501R- STA: I I+31.28 EC OFF: 16.50'R I CONSTRUCT MODIFIED CG-30 INLET WITH SUMP DBEGIN THICKENED C&G@I 6.50'R . @C4.50'R D OFF:20.50'R, PCC U END THICKENED C&G '� PER CWS STD DWG 403. SEE SHT C5.6 U > W 0 END STD. C&G STA:9+ 13.84 _D� STA:9+24.03 L / �� BEGIN TEMP 6 AC BERM W U U @20.501R STA:9+35.850 STA: 1 I+20.92 _ L 0 CONSTRUCT STREET SIDE LIDA PLANTER WITHOUT Ei CL (§16.501R BC PCC - r@24.50'R OFF:24.491R, BC/ ----10t=1 STREET PARKING PER CWS STD. DWG 795. 1. SEE - BC J V END STD C&G SHEET C5.61:1 3 T , J I STA:9+40.23 BEGIN THICKENED C&G TCG= 178. 13 @24.50'R 0CONSTRUCT 12" THICKENED CURB AND GUTTER PER z i.. I ✓ r1� - AlEX R W FG= 176.50 W --7:::::=71 k • . END THICKENED C&G / © DETAIL 2 ON SHEET C5. I (24 1 © BEGIN STD. C&G EX R/W \ Q 6 TC= I //.b9 \ � 4 CONSTRUCT TRAPPED CATCH BASIN WITH CD o �TC= 178.34 FG= 175.96 T�G= 177.58Y FOC 1 �� FG= 176.51 NYOPLAST PER CWS STD. DWG. 407 SEE SHEET C � F- _ / / FOC - D C5.6 Lo O FG 175.85 r - 6 EX R/W µ�j-�fy i EDGE \FC= 176.53 WTC- 177.69 ' �- ILJJ OF WALK © ©' STA: I I+36. 10 5� CONSTRUCT VERTICAL CURB PER CITY OF T I GARD Q U LI- co o - _ ❑ TC= 177.86 EDGE STD. DWG. C 125. PROVIDE 4" DRAINAGE NOTCH Q FG= 175.96 FG= 175.95 ©< ` OF WALK ,�OFF:30.79'R PER CWS. STD. DWG. 795. 1. SEE SHEET C5.0 AND Q /` TC=.,178.38 AP m < TZ- 177.812 a a FG= TC= fi C5.6 RESPECTIVELY. _ Q_ o - a 176.53 a 178.32 CL 0 STA:8+95.45, < FG=°175.95 a ° FG= 176.50 0 aa g CONSTRUCT OVERFLOW/INLET STRUCTURE WITH CD @30.93'R- ° ©' a ©'. < ° 4 STA: I 1+20.92 BEEN I VE INLET PER CWS STD. DWG. 407 AND 405. Q AP a a STA:9+40.23 TC- 178.27 OFF:30.83'R - - SEE SHEET C5.6 o a TC= 177.84 ©31.041R a AP FG= 176.51 j R/W o a a ^ F� 17535` Q o AP 7 CONSTRUCT CONCRETE CHECK DAM WITH 12" O El1. 11 ! ° _ D I SS I PAT I ON PAD PER CWS STD. DWG. 406. SEE i D SHEET C5.6. 6 .a N I � II fin, _ �� T HanmiGlobal Partner ,_ 808 SW 3rd Ave., Ste. 300 L I DA R3 ENLARGEMENT Portland,5 ) R 2 97204 Phone: ((503) 287-6825 10' 0' 10' 20' L I DA R4 ENLARGEMENT Fax: (503) 415-2304 www.otak.com a, N = 10' 0' 10' 20' 18056 C18056C400 o �= Project No. Drawing No. m C4. 3 Sheet No. 0 a Otak, Inc. 2017 CURB JOINT DRAINAGE BLOCKOUT SEE STD 3" I.D. SCHEDULE 40 DETAIL NO. 146 La CN 5' MIN. SEE NOTE 5 ROW 1» 6'� DWV (ABS OR PVC) o PIPE W/COUPLING _ 1 1" BATTER I -� - w ro 1 �I=�I=��=�I=�I=1 1=11=fir �_2% u-a=u. .Ir. .0=u. au= m ROAD 1„ 1„ R - 0 6„ II= ROAD . ., ' , "�,. ' •4,, w! 1 EDGE + - u=n -1 I,.. ,, 3/4 R 6 to -,� u= o i=ii )1 '�-:'�i f fi f=ivr ii'f=1. 11-(f1=f i1 111- 11=11 12 0 �•.• . . . . • IIIA III illllllllllllllll - -III=III- 6 > F. • �'1 2» ��'='�I _0 ° 1-I _ l 1-1 1 1- 2" OF 3/4"-0" BASEROCK _L V a d a / • niin -- ° o a a MAX II= i1 cK o COMPACTED SUBGRADE " 5 -�-- DRAINAGE BLOCKOUT ° o ° -o 6 -_- - / 4 r 3" I.D. SCHEDULE 40 �' ° 2 uir'-I BASE COURSE ,ring Q z_ DWV (ABS OR PVC) 24m k �/��as e <a < - PIPE W/COUPLING I COMPACTED SUBGRADE I w 3 SIDEWALK ADJACENT TO CURB o ° �o 16 H o cn 0 A o ° 4 0 0 o C PLANTER lim.--.4 5' MIN. ROW A 0 0 0 a d 6 O' 0 STRIP 0 a z o y �-2% 6" ~ O 0 00 , 1. CONCRETE TO HAVE A BREAKING STRENGTH OF 3000 P.S.I. AFTER 28 DAYS. ROAD r,"•;�� _�, .Y! AIY7f'` r1 OA 0 Oo Al a _�=•,11f_=lif-lI fi'f=1 '�-�11-ff1= 1=-III-' 2. EXPANSION JOINTS: • -111=111E 11=111=111= -111111-1"- A. TO BE PROVIDED: �� S o •,J -III-I1 9„ 1) AT EACH POINT OF TANGENCY OF THE CURB. �� 9�di, / 2" OF 3/4"-0" 2) AT EACH COLD JOINT. o to - z �A > \ COMPACTED SUBGRADE BASEROCK COMPACTED SUBGRADE 3) AT EACH SIDE OF INLET STRUCTURES. Z Io 0 Ki U N NOTES: 4) AT EACH END OF DRIVEWAYS. o 5) AT LOCATIONS NECESSARY TO LIMIT SPACING TO 45 FEET. ' Q a Cfi SIDEWALK AWAY FROM CURB 1. EXPANSION JOINTS: s) %:\NOTES: A. TO BE PROVIDED: B. MATERIAL TO BE PRE-MOLDED, ASPHALT IMPREGNATED, NON EXTRUDING, �/��A. 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. Lu 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 OF DRIVEWAYS. A. SPACING TO BE NOT MORE THAN 15 FEET. a 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. 11 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. THE JOINT BETWEEN THEM SHALL BE A TROWELED JOINT WITH A MIN. 1/2" RADIUS. 5. DRAINAGE BLOCKOUT - 3" DIAMETER PIPE: MS m 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 Oa OR IF SIDEWALK IS INTENDED AS PORTION OF DRIVEWAY. OTHERWISE SIDEWALK SHALL HAVE rn 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. 0 o 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. SIOZ 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 Lr) OVER PIPE. 6. FOR SUBDIVISIONS AN "S" FOR SANITARY AND A "D" FOR STORM DRAIN SHALL a w 6. FOR SUBDIVISIONS AN "S" FOR SANITARY AND A "D" FOR STORM DRAIN SHALL BE STAMPED ON THE TOP OF THE CURB ABOVE THE LATERAL pn o 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 ch CITY OF TIGARD APPROVED BY: NO SCALE APPROVED BY: APPROVED BY: II CITY OF TIGARD NO SCALE CITY OF TIGARD NO SCALE OREGON MICHAEL A. STONE, P.E. CONCRETE , OREGON MICHAEL A. STONE, P.E. STANDARD , OREGON MICHAEL A. STONE, P.E. ENGINEERING DIVISION CITY ENGINEER DWG. NO. ENGINEERING DIVISION CITY ENGINEER DWG. NO. ENGINEERING DIVISION CITY ENGINEER DWG. NO. Tg ,. PUBLIC WORKS DEPARTMENT PUBLIC WORKS DEPARTMENT PUBLIC WORKS DEPARTMENT CURB & GUTTER 13125 HALL BLVD. 13125 S.W.HALL BLVD. 13125 S.W.HALL BLVD. TIGARD,S.W.S.W OREGON 97223 JANUARY 2013 SIDEWALK 120 VOICE: ,OREGON 97223 JANUARY 2013 CURB 12 TIGARD,OREGON 97223 JANUARY 2013 126 1� VOICE:(503)639-41711 VOICE:(503)639-41711 VOICE:(503)639-4171 FAX: (503)684-7297 APPROVAL DATE FAX: (503)684-7297 APPROVAL DATE FAX: (503)684-7297 APPROVAL DATE STOP SIGN LOCATION (INSTALL 4" PVC SLEEVE UNTIL - CROSSWALK EXISTING DRIVEWAY - 32' 50%-65% PERMANENT SIGN INSTALLATION) / STRIPING MATCH WIDTH & GRADE T� OF BASE A f 16' (4' MIN. 8" V 1 6' DIAMETER PC PT I � � � � � � � � rrr4 MINAr I / \0.2" / R/W LINE I ( ) I T SEE NOTE 3 T20"YP. �I 11 II` T SIDEWALK P' VARIES T1 �I+ + + + + + + + i 11~ A, A, A, A, A, A. A. AIA. I 5' MIN. CURBSIDE 2% 2% , I t w 1/43. T SLopE Ar-7". 5' 6'tMIN 1 2% SEE + GROUND X145° `�// O R,qN �� NOTE 3 SIDEWALK � �!` �- ,,,,..\)).\�\. •\\W\y ''4 f 9 S �° Shoo ♦ A i i f 18 \\%\\� �� \ \\�� 6" I 12 f „ sssss 1 I E'''i TRUNCATED DOME 6 / 0 SEE POST DETAIL As � SEE NOTE 2 A SUPPORT DETAIL sem 30' MAX FI1.6"-2.4" >F' Q' �- 6' s 6' -f U U U 1.6"-2.4" \PQ 6', �� lik 10' MIN oc214 z f w ) 0 0 0 ��Q�,P EXPANSION O Q. ) O O O pJ<<,� JOINT (TYP) 0 1. MATERIALS: �; �� ) O O O �P Q z 0 CC 2" X 2" X 63", 12 GA. GALV. PERFORATED STEEL [ af E CURB LS Q PC/PT PLAN POST. 0 -RAMPWIDTHVARIES ARMOR-TILE DETECTABLE v)� �3„� �� 2 1/2" X 2 1/2" X 18", 12 GA. GALV. PERFORATED •. WARNING SURFACE OR 3/4" 7 PROJECTED TOP 6" R./1N ��P� STEEL STIFFNER POST. W 0 OF CURB GROUND EQUIVALENT 00 A-\/ \\ O i \\ - c24RAMP TEXTURE 2% MAX %�j 3" / /` 2 1/4" X 2 1/4" X 36", 12 GA. GALV. PERFORATED Q PATTERN DETAIL PLAN VIEW STREETs• `��+ O STEEL ANCHOR. 0 Ili.' o;° j/ ° 4a toôb ' �rae ' L"0 e°e �°eo°_Ar'oe;.°es..e9 �� I_ 0 0 o a�a a 4 4dB� aoa!-8� 3/8" X 3 1/2 GALVANIZED HEX HEAD BOLT WITH /1/- O LOCK WASHER, OR 5/16" CORNER BOLT. ° o e J qy LL 4 4' 6 ° °oo °°°° O 7/16" X 5 GALVANIZED CARRIAGE WITH FLAT AND 0 W 3 0 0 0 ° ° LOCK WASHER, 2 BOLTS PER RAIL PER POST. FLUSH Y LLI o -I 11-1 11=111 2%~ r-.� 12. 1 0 1;1111=III=Ile=°,,.� • .o-o�,oeib.�ee°�o •° .. L. < 2" OF AGGREGATE o 2" X 8" CROSSRAILS WITH REFLECTORIZED RED AND SECTION A-A (3/4 -0 ) COMPACTED WHITE CROSS RAILS. O U o -III=111=1� l Yl III=1 1 I I=1 11= �-°-"rle eU) a I=1 I I=1 I I=1 I I=1 -III-1 I I I I= -- ...o e- °o°o ........� o -11 j- e` '' °� °'"' °��"'�` '`'°'�' 2. SEE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES -I I 11 I =e 01 4" P.C. CONCRETE ' 0 o .1111111111 °o0o o 000 00 0 0 � E& 0 FOR STREETS AND HIGHWAYS AND THE OREGON 7 -III=11= ''0c). o 0 0 00 0 1. CONCRETE COMPRESSIVE STRENGTH SHALL BE A MINUMUM OF 3000 PSI AFTER 28 DAYS. SUPPLEMENT. ,00 ,11111-11° 0 0 0°°00oas 0° • a 2" 3/4"-0" AGG. BASEROCK O 3F-1 BARRICADES 7 2. CURB JOINT SHALL BE TROWELED WITH A MIN 1/2" RADIUS ALONG BACK OF CURB. V 6C-8 BARRICADE DESIGN SECTION A-A 6C-9 BARRICADE APPLICATION ow NOTES: 3. EXPANSION & CONTRACTION JOINTS SHALL BE 1/2" PREMOLDED ASPHALT IMPREGNATED POST SUPPORT DETAIL 1. CONCRETE SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 3000 P.S.I. IN 28 DAYS. MATERIAL OR EQUAL EXTENDING FROM SUBGRADE TO FINISH GRADE. 3. ALL MATERIALS AND WORKMANSHIP SHALL BE IN 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 Cl) ON 4 SIDES. STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION HanmiGlobal Partner 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 SW 3rd Ave., Ste. 300 E 5. COLOR OF DOME AREA SHALL BE COLONIAL RED OR AS APPROVED BY ENGINEER. Portland, OR 97204 N 6. SEE STD DETAIL NO. 146 Phone: (503) 287-6825 CITY OF TIGARD APPROVED BY: NO SCALE CITY OF TIGARD APPROVED BY: NO SCALE CITY OF TIGARD APPROVED BY: NO SCALE Fax: (503) 415-2304 I OREGON LORI FAHA, P.E. OREGON LORI FAHA, P.E. OREGON MICHAEL A. STONE, P.E. www.otak.com ENGINEERING DIVISION WHEELCHAIR RAMP DWG. N0. ENGINEERING DIVISION STANDARD DRIVEWAY DWG. NO. ENGINEERING DIVISION STREET DWG. No. 18056 Cl 8056C500 E ! „ PUBLIC WORKS DEPARTMENT CITY ENGINEER CITY ENGINEER CITY ENGINEER CV PUBLIC WORKS DEPARTMENT g „ PUBLIC WORKS DEPARTMENT 13125 S.W.HALL BLVD. 2 13125 S.W.HALL BLVD. 13125 S.W.HALL BLVD. W TIGARD,OREGON 97223 MARCH 2016 STANDARD CORNER 1 /8 TIGARD,OREGON 97223 MARCH 2016 w/CURB-TIGHT SIDEWALK 142 TIGARD,OREGON 97223 JANUARY 2013 BARRICADE 192 Project No. Drawing No. N1 VOICE:(503)639-4171 L V T FAX: (503)684-7297 APPROVAL DATE FAX: 5030684 729771 APPROVAL DATE VOICE:(503)6)4 7297 o ( ) FAX: 684-7297 APPROVAL DATE gC5. 0 0 Sheet No. a Otak, Inc. 2017 XREF LIST Ltscale: 40 Resolved E, C18056X001N o N 143 z a� w D r7 m --Images-- m _C MUTCD 3B-30 o Tr/ 0 tm501 z E tm503 I StrJp full widhoY 3'Inks,t05'ntg9K. ct_ Extend la EP If Kc20' O N RR 20' I 2'� F3RR rs'B' � 2 HOV CG 9 'rtace f r B2fri2r to miss wheol I erksl _ , �.I I —1 I� �}k III �.i 1- r-140'—/ h 4h CW [ Iadjus[Spacln S S2 S-RM x �-' T �^2' 6' 2'�1 T I 2 vr�l 6 2 I I413' white line pav�emenT 50'? Y' I 1 2' Et 0 �. f I I 9' T 0' LANE 1P -16, . IY MIN1)17-1-1-'. 15' MIN� 16' 8' MIN WIDTk ' J '� �� BI OLANE F Varies Varies ilne 3' 7 0f0 f --� 8' 3hL4RE41I5E �I YD' 8 y yedge O s i6 PATH w I� hI� 1 7$ Gl1] 9 I--25• 25` Var.-1 MIN Ili 25, Var. w{O7H 1T1 "� I I I 1 ISee TMauS Si n W10-1 TM505 3 `� L IE48 whlEa 6(cgenter wkhin EP} mC I i2.. PavQmen!{En `y U Sign W,0-icy„ 9 fir-, 1 F�1.„. I I ;I, Fence 1' -12'1- Yellow if 1 Verily reap deledor plaaemerl 3 g. } D 8 Y LANE —1'k-- Alternate 50'i edge line if �J w s•While line RAILROAD CROSSING(white) NARROW RAILROAD CROSSING(white)WIDTH BICYCLE RAILROAD CROSSING(white) ,,thEr sP&] I I I puma! STANDARD CROSSWALK STAGGERED CONTINENTAL CROSSWALK STOP BAR STOP BAR-LARGE RAMP METER STOP BAR o 0 knstaa per()POT RQIICrossing Orderer as ofrow., frivol'Fret()DOT r;ah Grassing prow or aa Oawn- Instar per ODOT Rail Crossing Order oras shaven. HIGH-OCCUPANCY VEHICLE CATTLE GUARD(white) TWO i'WHITE BARS 2'WHITE BARS 1'WHITE BAR 2'WHITE_B,AR 1'&8"WHITE BARS For letter proportion details,see current aeraion of Standard Highway Signs For letter proportion details,see current version of Standard Highway Signs For letter proportion details,see current version of Standard Highway Signs DIAMOND DETAIL(white) For harrier and fence details-see Std.Dwg.R0Y10 Install per Standard Drewirtq 7M530 Install per Standard Drawing TM530 Install per Standard drawing 7615.30 Install per Standard Craving TM530 For multi-lane ramp meter applications C RA ('. —g• ( BSR L F4•'J BSL CBLM) 8 4" (pa) d D —B 12 gr S vi--)0.--, r f Y i. L......)10 I jib.-- _i_ 6'— ' } j 1 t X47....a.... I ,I.,—. � �Cr] tB' T- + tT- IIIIIIP- � lir ....„,... � } � 4). I __+O B"�— I j iiiIT>I W _a 9'6' -i d — 1 3 I , p N 6 H�12'4" NL8' B' - s' L 6' B'----1 E' B'^t'--6'r0 1 i! �� SJ, O �c'�w ! �O Ci a f il e' b 6' L4's• 9 6' �� l� 4 STRAIGHT ARROW(white) LEFT TURN ARROW(white) RIGHT TURN ARROW dwhitel LEFT TURN STRAIGHT ARROW(white) RIGHT TURN STRAIGHT ARROW(white) BIKE RIGHT TURN STENCIL(white) BIKE LANE STANDARD STENCIL(white) BIKE LEFT TURN STENCIL(white) SHARED LANE MARKING(white) BUS(white) tr✓i N) O --1 - Center marking within tane width Copier marking within fare width Cerner marking will-rin lane width Center marking within lane width or as shown Center marking wlthie tene width Cr_ Z U' r•j N For amen prgppitian dalaus.see currQnt vQrsien 4r Standard Highway Signs Far anew prppgrtien dQtails.509 Currant version o!Standard Highway Signs Far{WOW prpppr4pn details,$QQ Current y9ra+on pt Stender[Righway Signs For erten prpyedign p0taiis,see current version W$tan lard Highway Signa Far erten prep9rtien Pe-tails,5e9 current version or Standard Riglvway Signs For o ortion details,see current version of Standard H hwa Si ns For o onion details,see current version of Standard Hi hwa 5 ns For r Highway +g P OO 9 Y Ig For letter proportion derails,see current version of Standard Highway Signs r . '— CO - W pr p Highway g pr p g y Signs p opartion de+ails,see current version of Standard HI hwa S ars Fpr ra don 0alail9,sea current ver9gn pf StandarrJ Hi hwa 5 n9 j QU s- 7 0) u�7- RALA rm-4t (MD -LA - CE_rtA� 75 SCktGT 1 ,11 7Wr3 oN ID J- v Ij% / CIEI $$ 11 Fl \I5 6~ 11 t i, }—1Z—1 II G`.3T�imm8'-1�—I 12` 5, 70' C l 11) 1 ) / I :0. il ) S i 1 ,) e' S B' 3,yw1. T1. -[�� I3'�' 11- L�^� 1'B• i t2' r `II L'i I VI R1 f tin � $ 6'' 12'9' --I SCHOOL(white) SCHOOL-LARGE(white) CROSSING-LARGE(white) X-ING(white) ONLY(white) RIGHT TI RN LEFT TURN ARROW(white) RIGHT TURN STRAIGHT LEFT TURN ARROW(white) ELONGATED STRAIGHT ARROW(white) ELONGATED LEFT TURN ARROW(white) ELONGATED RIGHT TURN ARROW(white),, - - - - - - Center marking within tartar width Center marking within width of two lanes Center marking within width of two lanes Canter marking within lana width Center marking vile&lane width 0=1 4 far arrow pnaPandOn details,see currant verelon of Standard Highway Signs For arrow proportion details,sae current version of Standard Highway Signs For arrow prepertian derails,sea[urgent version or Standard Highway Signs Far arrow proption details,sae currant version of Standard Highway Signs For arrow proportion derails-see current version W Standard Highway Signs For leusr propanion delails,see currant version of Standard Highway Signs For letter proportion eotalls-see current version of Standard Highway Signs For leiter proportion claws.see arrreni version el Standard Highway Signs Far latter properhaY details,see current version of Standard Highway Signs For!atter proportion details.see Curran[version of Standard rhgnway Signs Cg-LS .-RALA� $,g" E-RSCA 8:7 --1 41111:110 ,r igil ' GL S' I 12" Il r � ,2 r 18 � m B`L I 1 L� T J " 111 1f —� T -1 12' 7 i 00 15 B.S.. 19 0 End Marking O ELONGATED LEFT TURN STRAIGHT ARROW ELONGATED RIGHT TURN STRAIGHT ARROW ELONGATED RIGHT TURN LEFT TURN ELONGATED RIGHT TURN STRAIGHT LEFT TURN 4"white liras N (white) (white) ARROW(white) ARROW(white) ON-STREET PARKING DETAIL[white] A//^�` rn For arrow proportion detals,see current version of Standard Highway Signs For arrow proportion details,see current version of Standard Highway Signs For arrow proportion detals,see current version of Standard Htgnway Signs For arrow proportion details.see current version of Standard Highway Signs V JJ N (�) 1h+1NA CALC-HOOK NO. BASELINE REPORT DAIS 07lAT1�15 CALL-HOOK NCL F11A BASELINE FCEPDATDATE 07104rds15 `/ as Q w 2' 9 NOTE: All nraleriaE and workmanship shall de uY accordance w@h NOTE. A11 ntffielisE and workmanship shall he in accprdanr$with Q 17incer orientation Shawn III- '''.7. ire current Oregon Standard SpeaSc tlmrs the current Oregon Standard Spactlications In 0 I used for right tans ends. m 1 General Note: General Note: Oh I For len lane ends, OREGON STANDARD DRAWINGS OREGON STANDARD DRAWINGSt Center pavement markings within the lane width, The selection and use of this we the mirror image. V__ T 1. Arrow,letter,and bike symbol dimensions narninal. The selection!and use of this L ---J 2. Arrow end letter dimensions nominal.excluding WWA. Standard Drawing,while designed Standard Drawing,while designed 'a' I in accordance with generally PAVEMENT MARKING in accordance with generally PAVEMENT MARKING LANE REDUCTION _ Edga of 24I I ' i accepted engineering principles accepted engineering principles -I ARROW(white) Pde"prI and practices,is the solerespon- STANDARD DETAIL BLOCKS and practices,is the sole respon- 20 STANDARD DETAIL BLOCKS For arrow proportion details,see currertt Jif -20 o WRONG-WAY ARROW(white) [rs p p sibiiity of the user and should not 2015 sihillty of the user and should not 2015 o version of Standard Highway Signs DATE 1REVISEON DFsr-:RPP11ON 0 be used without consulting a DATE REVISION DESCIRIPTJON be used without consultinga 1 CO Registered Professional Engineer. rarlos$ Madrrrd BAR derail far see co Wise liana dr shared use path. LEGEND Registered Professional Engineer. Qrrzo.s I'rwde4 sun def" - I \sem Direction of Travel I I It�f r� I R:\SECURE\STANDARD DRAWINGS\2015Standards\16 Jul y\plotfHe_TM500s.dgn :: Default 717/2016 6:15:12 AM hwyr30c Effective Date: December O1 2016 - Maly 31, 2017 TM541 Re\SECURE\STANDARD DRAWINGS\2015Standards\l6 July plotfiie_TM50os.dgn :: Default 7/7/2016 6:17:00 AM hwyr30c Effective Date: December 01, 2016 - May 31, 2 77 TM503 • V 1 OPTION A OPTION B Legend11. C EXISTING DRIVEWAY - liZ ofRdwII�n Z MATCH WIDTH & GRADE j__12I1YPicaI-_ A �--1211 x}pi l� SEE SITE PLAN FLUSH R W LINE f ;� FOR SIDEWALK (0" EXPOSURE) CONSTRUCTION NOTES / SEE NOTE 3 II 4 �I I 1 Genie' 1 CONFIGURATION 6" USE ADA APPROVED RAMP II �` 6 ft t TEXTURE FINISH (TYP.) I I . CURB EXPOSURE I S 6 . SEE NOTE 4Illy 2. CONSTRUCT CONTRACTION JOINTS AT 15 �j 5'tMIN 29' SIDEWALK ii A t p eat MAXI MUM SPACING AND AT ENDS OF EACH _/I i t INLET AND RAMP. rp w lk r i 1 mom 10 ft 10ft 1,1� 1^// 3. TOPS OF CURBS SHALL SLOPE TOWARD THE � Q �� NOTE 3 typicaSEE speed latiei .l lye 1 \��0-.; \I 1 ROADWAY AT 2% NORMAL. z W LANDSCAPE SEE NOTE 2 LANDSCAPE - _ , _ } CONCRETE `� '�P� 4. GUTTER PAN SHALL MATCH CROSS SLOPE OF 0 STRIP STRIPI V CURB0 � Pfr 12 STANDARD CURB AND GUTTER. 6 11 Lci B ft A I _ I I fypc k typical ti 5. PLACE 4- INCHES OF AGGREGATE BASE UNDER W0 CURB UNLESS OTHERWISE SPECIFIED. ZE _ 0- A O I s'MSN �P s o3 30' MAX ' 3' -f 12 incites 12-inoh 12 inches 12=IrICh NOTE: S�o�P�� 18" 6" iX J 10' MIN v tti.#e while RAMP CROSS-SLOPE SHALL B 1— N 1 t Ings4 t • markt NOT EXCEED 2% (n c PLAN / R=1" Q! ^ 0 8,, ��`R/W N Nola:Optional a ss talk Ines are not shown in this lure J 0 CD PROJECTED TOP ort` SIDEWALK RAMP , 5>� V 1 ~ Z 003 3/4" OF CURB s2% MAX Fig, 520.2.26.2,Pavement Marking •s for Speed Tales or Speed Humps with Orosswslk&i hAIJTO[} 38-3d1} N.T.S. C5. I BATTER 6:1 Q U v ad ° O - o 3 STREET - I- - I III-III=�l RSV W 0 /,� -111=j11= - Fw�y RAISED CROSSWALK DETAIL SEE SITE PLAN FLUSH ) W ,,,.,,,,,, a dd i %tg )�` �°� a° T a ° R -il I' I 1 I �� 4 FOR SIDEWALK (0" EXPOSUREI- 0 0 o� p OAC) I w e — _11_ U 00000 moo ose;e>�o e�g�>oge, e;��o vovOe.�;,e e,lllllll;,l SEE NOTE N0. 4 N.T.S. C5. I CONFIGURATION `i ,q F O (, (n GO oOa ( o o �1,;I�II�II�IIiIIIII�lltr='I11111111111ii11�11 USE ADA APPROVED RAMP -1 TEXTURE FINISH (TYP.) BATTER 6:1� °° 70 2" OF AGGREGATE a 0 SECTION A—A (3/4"-0") COMPACTED CONCRETE a a 1 �2 ,` VERTICAL CURB • LI • o AIIII",..... ....� ` D NOTES: CONCRETE `� ��j a CURB ` iI�� 1\ ' 1° a a 1I 1. CONCRETE COMPRESSIVE STRENGTH SHALL BE A MINUMUM OF 3000 PSI AFTER 28 DAYS. ..., ,,.. �1 5U7� i �w�� x:04 .�L°c �y vs.�,1 °� . O 2. CURB JOINT SHALL BE TROWELED WITH A MIN 1/2" RADIUS ALONG BACK OF CURB. •�°� ,� °�• �.I: ;��• HanmiGlobal Partner 3. EXPANSION & CONTRACTION JOINTS SHALL BE 1/2" PREMOLDED ASPHALT IMPREGNATED y�/N P� � 808 SW 3rd Ave., Ste. 300 EMATERIAL OR EQUAL EXTENDING FROM SUBGRADE TO FINISH GRADE. NOTE: o0 \o��`�s 24" Portland, OR 97204 \6' s y�� Phone: (503) 287-6825 N RAMP CROSS-SLOPE SHALL \` Fax: (503) 415-2304 `� 4. DEFORMED #3 REBAR AT 12" EACH WAY. PLACE 3" CLEAR OF AGGREGATE. TIE ALL BARS. NOT EXCEED 2% m (FOR COMMERCIAL DRIVEWAYS ONLY) www.otak.com O APPROVED BY: CV CITY OF TIGARD NO SCALE PARALLEL SIDEWALK RAMP 3� 12' THICKENED CURB AND GUTTER 18056ctC18056CNo. xi IIII OREGON LORI FAHA, P.E. No. Drawing CV ENGINEERING DIVISION COMMERCIAL DWG. NO. 0T I , PUBLIC WORKS DEPARTMENT CITY ENGINEER C 13125 S.W.HALL BLVD. N.T.S. C5• I Com.• I C J• 1 TIGARD,OREGON 97223 FEBRUARY 2016 DRIVEWAY 143 N.T.S. 'J VOICE:(503)639-4171 a)aa) FAX: (503)684-7297 APPROVAL DATE Sheet No. 0 • a Otak, Inc. 2017 XREF LIST JOINT Ltscale: 40 DIMENSION POINT DIMENSION POINT Resolved 6 o C18056X001 1/2 o N --Images-- 1/8" BELOW SURFACE w 0 ro CurbTaper PLANTED AREA o o 0 VARIES, SEE USE GRAY 2-COMPONENT PLANTING PLAN EXPANSION JOINT POURED RUBBER JOINT SEALANT z FINISH GRADE SET 1/2" 4" CONCRETE SIDEWALK ( a) BELOW SIDEWALK FOR LIGHT BROOM FINISH, UJ o LAWN AND 1" BELOW DIRECTION OF FINISH FOR SHRUB BEDS IS PERPENDICULAR TO 0 TRAFFIC 3" HMAC LEVEL 2, 1/2" HMAC DENSE PLACED IN TWO LIFTS FACE OF SLAB 00 t Q 2% MAX. CROSS SLOPE - TYP. c- ..1�..1.,. ...,.x..1.,.1 i..1 1 w 3cn 8" OF 3/4" CRUSHED AGG. BASE COURSE ° ° ° ° ° ° ° a ° ° a ° p p p o o „`o ii ` ii o o 0 ,, / _ i p o 0 0 o 0 0 0 0 4 ° ° a ° ° a 4° ° a ° II / %!�(f . I . i C .D po po pu Oo O�Ob v. �,- 6 GROOVE TROWEL 000 00 00000000000000o0o0oUoUoUovovav�`.�..�` ('� 0LIGHT BROOM FINISH TO 1/4j, JOINT AT CONCRETE •••••�•wl•�•e•�•� OOOOQOoOoOQOQOQ0 OoOQOQOQOoOpOQOQO0O0O0OQOQOQOQOQO ��OVOVOv�v � ' . • ••'•••*'OI'O�'O o'� T 0 0 o 0 00oo0ooOQoOQoOQo0oo000 00 Do 00 00oo00_0_QoOQo0oo0ooOQoOQoOQoOoo oOQoOQoOQo0oo0 SIDEWALKS WHERE NOTED. o rn U ;�•�•�•�•�•�•�•� -0ponono000 Or.O„O,-,Qn�n�n�n�noC��0�0�0�0�0�0�000000000000000o0OD00 EDGE OF JOINT (TYPICAL) o ••O6•O�'O••O••O6'O•••� n0 o0 o0 O TROWEL JOINT BEFORE omp•'•••••••••••' O�oQ�oOQoOQoo 0 0 0 4" OF 3/4" MINUS COMPACTED / GROOMING SECTION CRUSHED ROCK NOTE: _ _ (NO SHINERS) rn 00•40•400000•400•. - - R-1/4»� c� COMPACTED SUBGRADEN L. N sccpi SCORE JOINSNN. o��ro o �A PREPARE SUBGRADE PER o_ Z w p N n Nib 6 v RECOMMENDATIONS - Q w� x w PARKING PAVEMENT STRUCTURAL SECTION (-7 47 CONCRETE SIDEWALK (PRIVATE ON-SITE) 2 SCORE JOINT / EXPANSION JOINT 3 N.T.S. C5.2 N.T.S. C5.2 N.T.S. C5.2ch P-PVMTSECT I ON IT a 1'-0" 11 5/16'2-... I o '''‘I 5/16"-1 N M m DISABLED SIGNAGE PER STATE REQUIREMENT TOP OF CURB TO MATCH 013rn BACK OF SIDEWALK .063" ALUMINUM SIGN PLATE _ 0 BLUE BACKGROUND 1" HIGH a ELEVATION PARKING WITH D.M.V. I CD 6 6' MAX. 5' MIN. WHITE LETTERS AND BORDER, DISABLED PERMIT ONLY rn s >•..� � VIOLATORS SUBJECT TO N 0 BAKED ENAMEL TOWING UNDER 6" Z (/) ' ORS TO $30 AND EINE II SCORE JOINT z b-i> qZ II UP TO =300 UNDER ... , = Q J X XXX + ORS 811.615 ' o > � � � �� ,I o 11 o #4 REBAR On o 1/2" CONTRACTION JOINT w w z N 1:12 � N i. 1:12 NI I II �, I� MAX. >� •:� *4$ � �MAX. 1'-0" _ " - --- CD wCI- N VAN ACCESSIBLE SIGN ►t ND CD LTJ _ N I� I _ cn 1/2" CONTRACTION JOINT V PROVIDE TACTILE ADJACENTTONSTALL N 8' AISLE.ON L \ I z 10 A SECTION A—A TAPERED CURB WARNING PER A.D.A. z • Ca? 15 OC CONCRETE TO BE ONE PER LOT.) �—- 0 5, }FLUSH WITH AC I WHEEL BLOCKS. DISABLED SYMBOL C.-7'..._'-.... STEELPOST o MIN SEE DETAIL NOTE: CONSTRUCT EXPANSION JOINT PER STATE 4" STRIPES AT AT 45' OC, AT SIDEWALK RAMPS, AND cn REQUIREMENT 2'-0" OC TYP. it ASPHALT A ,_ AT SIDEWALK INTERSECTIONS. g , o_ 30° TYP. " 4 REBAR, 18" LONG Lu I z 2) PER WHEEL BLOCK. 1� N NOTES: 1. ALL DISABLED STRIPING - ') A, ABACK OF CURB o 3" WIDE PAINT AND AND SIGNAGE TO COMPLY N STRIPE TYPICAL I PLAN VIEW WITH ORDINANCE I 86°� "� 1. CONCRETE SHALL BE 3000 PSI. (FACE OF CURB ORS 447.233. 2. DOWEL INTO PAVEMENT WITH 24" #4 REBAR. w 2. DISABLED SIGN TO BE o;� — V 3. EPDXY BUMPER STOP IN PLACE. MOUNTED TO SIDE FOR c STREET �. AND MAY PAINT STRIPE ACCESS CENTERED 67° 1. 9'-0"(TYPICAL) E SPACES. (8' STANDARD DISABLED r 1�4.-� 10" (6TYPICAL) FOR FIRST AISLE PER LOT) EXPANSION JOINT FOR SIDEWALK 4 HANDICAP PARKING STRIPING 5 HANDICAP PARKING SYMBOLS 6 PRECAST CURB STOP (Th P-4 z N.T.S. C5.2 N.T.S. C5.2 N.T.S. C5.2 N.T.S. C5.2 O P-HSTALL I P-HSTALL I C-CSTOPI f ^ cl U af E O O Z 0 --SEE SITE PLAN w 0 J SEE SITE PLAN CONFIGURATIONOR SIDEWALK -- FOR SIDEWALK c= Q' N CONFIGURATION (, U) 6 TT( /^J 0 V D 0 LO 0 CO , �, MIN s- U— I..I— (7) 04, MIN s `s- 2 so 9� ► O o CU0 RBED � 2 �0 9 W 111111111111 I- 0 •�41• :�' 111 1111111 , 11111111 .;: 1.1111 111111 0 U (n .�'11111 2111111 .::;:;;:: .� �•,�,;1�111111 Lo %0141:1;1:1141__ —CURB TAPER CONCRETE '�44,*1k�'�.11CORBRETE11111:• :;.:,.•::•:�.��` 111 111111 . • :�:'�;::•:.4 o CURB ' �4��1IIIOTP 1�♦�11�1..•�••'• .0 oI • NOTE: oa 7 `'• RAMP CROSS-SLOPE SHALL USE ADA APPROVED RAMP o FLUSH NOT EXCEED 2% FLUSH (0" EXPOSURE) TEXTURE FINISH (TYP.) 0,:',3 (0" EXPOSURE) J. q J6 N 3' CURB RADIUS USE ADA APPROVED HanmiGlobal Partner RAMP TEXTURE FINISH 808 SW 3rd Ave., Ste. 300 Portland, OR 97204 N Phone: (503) 287-6825 C" Fax: (503) 415-2304 www.otak.com CURB TRANSITION (6• - 0•) 8 SIDEWALK RAMP TYPE A 9 SIDEWALK RAMP TYPE B6-0-- N.T.S. C5.2 N.T.S. C5.2 N.T.S. C5.2 18056 C18056C502 ce, �� Project No. Drawing No. N M C52 ii Sheet No.05. 2 0 a Otak, Inc. 2017 XREF LIST Ltscale: 40 Resolved E C18056X001 o N 010 STD. MH ✓ ____,/.._. - a, 020 PRE MH B' LOCATE FRAME -c Z� PROPERTY 1. ALL STORM AND SANITARY SERVICE w D ro AND COVER OVER O LINE OR ON 030 PRE R MH LEDGE OF AT F • PIPE UTILITY TOP FACE OFA CURB AS 030LATERALS SHLL BE MARKEPRE THE M m LEAST 12" IN U `�� EASEMENT 0 O 100 MH STP -�� m I SPECIFIED O ° 0 WIDTH N MANHq E STEPS SEE \ •STORM DRAIN LATERALS "D" p O 1 1 OSAMHFRM&C"R 8" MIN. BETWEEN " STD DRAMANG NO. 100 NOTES: - •SANITARY SEWER LATERALS "S" Z • • ., KNOCKOUTS z_ _.r ALL PRE-CAST MANHOLE SECTIONS SHALL _O 120 SD_MHL JOINT DETAIL d' " "�- CONFORM TO THE REQUIREMENTS OF ASTM 2. LETTERS SHALL HAVE 1<z" MAX. WIDTH ( a? WILL VARY BY • Aro" 520 SIDE SEWS' MANUFACTURER ' • j-. / 48" MINIMUM C-478 AND APPLICABLE PROVISIONS OF ' AND A MAX HEIGHT OF 4" j 0 590 TR BKFIL •1 STANDARD DRAWING NO. 010. 11=0 �I tYo \ •t 3. LETTER SHALL BE CENTERED ON TOP ( / c FACE OF CURB. SECURE 2X4 IN PLACE >- CD ci_ < AGAINST PLUG W/ CURB STAMP DETAIL • 5" MINIMUM I BACKFILL TO PREVENT -�/ ° =.: a ° -c- 3" MINIUM = - = PLUG BLOWOFF U . . STANDARD FRAME AND COVER ORENCAPSULATED �� Q oLJ- DETAIL A MAXIMUM 27" FROM - WATERTIGHT FRAME AND COVER.SEE •• SMOOTH FINISH CHANNEL TO PIPE 3/4 VERTICAL HEIGHT OF PIPE. RUBBER GASKET \ -i m TOP OF FIRST STEP STD. DRAWING NO. 110. 120. OR 130 TO TOP OF CASTING LD. •• , • < I I p 0 (SET FRAME IN NON-SHRINK 6"MIN. _ _ _ NON-SHRINKING GROUT d4 HEIGHT PROPERTY LINE OR NOTES: j1 11 + • �• . . . • \\CONSTRUCT CHANNEL AND • •4 STORM 1 12 2X4 LENGTH OF 2X4 OZ f° OF HEIGHT: TOTAL UTILITY EASEMENT •• MIN 12" SHELF IN FIELD PVC OR l LOT#: AS SHOWN ON �/ 0 m 1. ALL PRE-CAST MANHOLE SECTIONS SHALL CONFORM TO • LGRADE RINGS (2",4",OR 6") r° • ° • 1 LOT# PIPE CONSTRUCT SANITARY 1 APPROVED SET OF THE REQUIREMENTS OF ASTM C-478. MAXIMUM 12" SET IN ••••-•••••-••••••••••••••�r ° • ° MIN CHANNEL AND MIN SEWER PLANS MARKINGS TO /2X4 NON-SHRINK GROUT "r r r r r r r r r r r r r r r r°•r r r r_� • ° 36" i..r r r... r r r.:r r r. r r r r ._. _ 12" SHELF IN FELD��..� MAIN PLAN FACE STREET 2. SEE STD DRAWING 020 FOR POURED IN PLACE CONCRETE - s�� - MANHOLE BASE. • .••r:•.r r rr r r r i r r r r i r•r r.rc r.• 4:4!:44.;.03.1!" r:r r r r r r SANDED BELL ° °• 1 SLOPE _ COLOR CODE SURFACE C) a. (GREEN-SANITARY) �\ 3. ALL JOINTS AND RUBBER GASKETS SHALL CONFORM TO STANDARD ECCENTRIC FITTING • • -.\ \�'. S O THE REQUIREMENTS OF ASTM C-443. 36" CONE 12" MINIMUM OF "-0" ° d ° • ° GROUND _ (WHITE-STORM) 12" 0 C�' N COMPACTED BASE MATERIAL _PIPE _ 9 4. ALL PIPE CONNECTIONS TO MANHOLE SHALL BE ° • I.D. 4 Z WATERTIGHT. v -�` -�- °d 4 • NOTES: MIN �O - M O`0�,.� \ MANHOLE SECTION \ w 0_ Z U N r_� ��(VARIABLE 1'-4') 48" 36" U 5. PIPE CONNECTIONS OF 24" OR GREATER SHALL REQUIRE A Z I I 8 4. 1. FOR NEW CONSTRUCTION ALL SIDE SEWER Q C::::' MANHOLE AND CHANNEL DETAIL. 48" MINIMUM - • O ., AND SIDE STORM PIPELINE CONNECTIONS GROUND .� F PVC SANDED BELL • Q �✓ Q TO 8" AND 10" MAINS SHALL BE WITH SURFACE MAGNETICS > W 6. PIPE CONNECTIONS OF FOUR OR MORE MAINLINES SHALL - f 8 ° ° < FACTORY FABRICATED "TEE" FITTINGS TAPE %:s <(/ �_ REQUIRE A MANHOLE CONNECTION AND CHANNEL DETAIL. MANHOLE STEPS SEE 5" MINIMUM ° d STD DRAWING N0. 100, �5" MINIMUM \ _ • ° a • UNLESS OTHERWISE APPROVED. ,� * ��38 CL 7. PROVIDE A MINIMUM OF 8" OF INTACT (UNDISTURBED) :f g • 6 MIN. 1 x w -•i r ° 2.PIPE MATERIAL SHALL BE ONE OF THE I- 11=111=- a MANHOLE WALL BETWEEN PIPE BREAKOUTS AS MEASURED ,i SMOOTH FINISH CHANNEL •,..•-..•,.-• •,r,:r r •,._r r r,r_,r r r FOLLOWING I I r=III-III- w - ON THE INSIDE FACE OF THE MANHOLE. co c SEE DETAIL "A" c TO 3/4 VERTICAL HEIGHT \ • ••••:••• ••• ••••-•• ••-•• •••-•••••- A. PVC ASTM-D3034, ASTM-C900 1E1 I- I- ° • OF PIPE. KOR-N-BAND � • •••=••• • •• • •••-• •° • •-•• • ••-• ••• •-��; B. DUCTILE IRON CLASS-50 -III= a •• �:r•• • r:r • • �_• •. • %•• • t_• ••• %•i= LABEL MAGNETIC TAPE WITH BLACK LETTERING STATING 8. BREAKOUT OF WALL FOR PIPE SHALL BE 2" MINIMUM AND �- co PIPE STAINLESS INTERNAL d \ (STORM ONLY) THE FOLLOWING: 1-1 II .isr.. . .. _. .r.•:. .::... ...i_,. 4" MAXIMUM CLEAR OF PIPE WALL. „ w 6" MINIMUM OVERLAP. STEEL B D • •:• i-• C. A-2000 PVC ASTM 949 FOR SANITARY: "CAUTION SEWER BURIED BELOW." -III= a • I.D. ( D. PVC RIB MEETING ASTM D 1784 FOR STORM: "CAUTION STORM DRAIN BURIED BELOW." -_ Ch 9. THIS DETAIL LIMITED TO MAXIMUM INTERIOR DROP OF 12" r• l EISH CHANNEL TO . CPP MEETING AASHTO M252 III a FOR SANITARY CONNECTION AND 48" FOR STORM ° • ° < aM�vTMERTFIicNiL PLACE 18" ABOVE TOP OF PIPE AND AGAINST 2X4. ri 4 CONNECTION. CONSTRUCT • W . -CCNSTRUCT CHANNEL AND INTERCEPT ' --- PIPE VIII o • ° CHANNEL AND MIN •, •• .. • MIN 12" SHELF IN FIELD PIPE - • -I i 10. WATERTIGHT/TAMPER PROOF MANHOLE FRAME AND =i ) s 12" SHELF IN FIELD • .. ° ° •• . • • -III= VI COVER SHALL BE USED IN ALL EASEMENT AND OFF _r_r•• •8" MINIMUM CONCRETE• - ! \12" MINIMUM OF "-0" 1E11 STREET AREAS. SEE STD DRAWING 130. • • , _ Z rrrrrrrrrrr/rrrj vrrrrrrrrrrrrr•-rr COMPACTED BASE ROCK -III- rr•rrr•rrrrr•rrr•rr rrrrrrrrrrrrrrr.r• FLEIOBLE IIT CAP • 11. ALL JOINTS AND RUBBER GASKETS SHALL CONFORM TO THE / r•.••••.••••�..••.•••• • ••• •.•••••ra•••.•••• CONNECTOR I- PLUG REQUIREMENTS OF ASTM C-443. PIPE // r r r i r r r r r r r r•r r r r'r•r r r r r r r r rr r r r r r r r r rr r r•r ° ° y--��:- 1�!'t I_I I y m .r:r rzW••.•r•r:i r-i r r••W•r r. .r r r r r.:r r r r r:r.r r.r:_ d. • •.. .fir-s• '� I� • CI CI 3 COMPACTED BASE ROCK . .. •__.r . . ..Y_ 0 CD • "�� NOTES. •' ':-•'�• �� MINIMUM SLOPE FOR \ NON-SHRINKING GROUT i •„ , • 1. ALL MANHOLE SECTIONS SHALL CONFORM TO THE REQUIREMENTS OF :•.:A j:•�.•�i ::":0I-PIPE ZONE SMOOTH FINISH KOR-N-SEAL BOOT . .+ • - +i ��" 6" PIPE = 0.010 MATERIAL AS SPECIFIED /J�� N ASTM C-478 AND APPLICABLE PROVISIONS OF STANDARD MANHOLE, �� . V ) .•.r•'•r •.•i.• •• •r.•r r•r i CHANNEL TG DRAWING NO. 010. • .• • • • • • -II I I1 4" PIPE = 0.020 V \ r:r..r.•.....i.. ..i... r... .-•i'. 34VERTICAL •.I_I1110 TTf u ..•..•=...•.%... ..'•... .i.. .•. HEIGHTOF 12" MINIMUM OF 3/a"-0" COMPACTED - 2.ALL POURED IN PLACE CONCRETE SHALL HAVE A 28 DAY STRENGTH • :'- --*•:!.:!,:".,:.?-:,- ' .:.c... .].' PIPE LL BASE MATERIALOF 3000 PSI AND A SLUMP OF 2" TO 4". ELEVATION Q O. STANDARD MANHOLE MANHOLE BASE MANHOLE CONNECTIONS SIDE SEWER / SIDE STORM CleanWater Services CleanWater Services CleanWaleri;esvices PIPELINE CleanWater Services DRAWING NO. 010 REVISED 12-16 DRAWING NO. 020 REVISED 11-16 DRAWING NO. 030 REVISED 12-16 DRAWING NO. 520 REVISED 12-16 CLASS "B" CLASS "A" 0 SURFACEASSPECIFIED RESTORATION l-1 M M 1" FLAT FACE LETTERING PRE CAST%%" CONICAL (RECESSED FLUSH) SEE STD MOUND OVER TRENCH TOTIALLOW FOR MATERIALVE DRAWING 600 T-CUT ASPHALT \s \ r 1 -- HOLES (2) SANITARY\ 03 SETTLEMENT W O- 1-1/4" COVER ONLY DETAIL O W1 1 - III P o ♦ ♦-0q S0 0 (zio, -iTT III IT=1 = „,,,,,,,,,-,,,,=_ ,111,111,111,III ,Q Or _ • 0O 1 1/2" PICKHOLE aJ��I//�%��`o��T�, I a III=III III=III= "=111-- II III ♦ ibt�i��' o �i c> • po III=111 111=111-111=1 IIr`/ 0 � ♦ � �' a 1 1 11 1 1 1 1 1=1 1 1 1 1=1 1 III-I 11=11-III- 2 III- MATERIALS: ♦ ti _ J II J �l/ m �� , 111=111-111=111=1 I IE �/ / /H 11- 12" NATIVE TOP SOILEimmmi � '�, 1�,�'' 4/\ / \ a QO DO 1 l=1 l 1=1 I' -111=1 1 1=1 1 /` 1=11 IF TOP SOIL EXISTED _ '' _ _ _ COMPACTION 90� COMPACTION = PRIOR TO EXCAVATION. 1 I- I 1-1 I I- 95% , PLAS71� 1 1/2 PICKHOLE " O /� O y" I © Tie 0 -111-1 1 WITHIN 36" OF E111 C24 10-3/4" ::•-•I MUST CONFORM WITH ASTM �I/01 -\\ cc = � ,��' OO QO i i (III=III= SURFACE / 1= 12" = C-478. STEEL REINFORCING I ,\�'i 1, -1111 111 / /-111- UNDISTURBED BAR MINIMUM 1/2I - " GRADE 60. 404 � �� O � ,i k 0p ""�°f�""" c - j NATIVE / 11111 EARTH C 4 i UNDISTURBED j- 90% COMPACTION. . / MEETING REQUIREMENTS OF O�i�� '�` - 1-� ASTM A-615 WITH INJECTION MOLDED STANDARD D FRAME 9q � ��o�s��P Oo Oo �� EARTH BELOW FACE //MATERIAL ' . 111= Z v \ v EI I COPOLYMER POLYPROPYLENE COVER TOP 1- , HOLES 3/4" \ / / // IIT= 0 Q w w HOLES AS SHOWN Po WITH SERRATED SURFACES. WITHIN / -I-' 0 I- _ -111=' W COPOLYMER POLYPROPYLENE PLASTIC P1' z z °n PUBLIC COVER BACK VDEPTH ARIES 3/4" - 0 CRUSHED / / -I' W U / 24-3/4" w W COVER TOP ROCK / 1 Ei CL M 6 1/2" GRADE 60 REINFORCEMENT .-j/ / / z A V7//J7 f//)77// / iiir_J rr// . a / / // rT, 0 Ct jt. ,i 1 _ 1 1 I d d a w 22 1 2 Z p w Q m Q 3/4"-0 CRUSHED _ NOTES: P7" c Z ROCK PIPE ZONE 4 ° 1/2 PIPE A ' N w - a V 1. ALL STEPS SHALL CONFORM TO �� 25" 4"1 °m° < d d a a [^�, LL V a O.D. PLUS 6 / + 0 -o •�5-3 4"� THE REQUIREMENTS OF ASTM N N . � o '° • •° C-478. j ,� ,� 24 3/4 01k _ . .- • • ._.. , •_•: '- -11 I1� Ijy� I • Iy1� I- 0 d 3" 7" " 111= 1=1`I`I`I N, I`I`I`I`I 111-Ilii T� 7/8 11 1-11 - •- • . .-. •-• • •: • -111 111- V 1 z � 4 °• 2. MANHOLE STEPS MUST BE 1 `„ / �i/i 1/4 PIPE/BEDDING 111 �'�•�`� �'� �`�`� �� 111 III ~ TIGHT AND FIRMLY EMBEDDED. i 1 _� ��'•�'•�� '•�� *' Q 1 = III-1 ° • , . ; � L, ,„„: „,,,, ,,, III= :+►.� �.� 'i ► ►.. III-I I I CT, • d 3. ALL STEPS WITHIN A MANHOLE 3" 3" .i �� 1 =III �� •= •y. -III III= - 0 o • SHALL BE OF THE SAME / / - -111-11-_-11-111-111-111-111-I I I-I I I-I11- =111=111_=111 / • t / 111-111=111=111=111=111=�1=111=111-111=111=111-111 0 ° DESIGN, TYPE, AND SIZE. I _ _ I ' -III-III-III-III=III-III-111-111=III-III-III-_III- Irl 0 a 4 • 12" (MIXING OF UNMATCHED STEPS , 23" 2 7/8" 6" SQ. ''1=111 -1I111.1-1=111- 11=I 11 TRENCH STABILIZATION: �l1 / ° • d 24-1/2" IF REQUIRED, TRENCH STABILIZATION _ IS NOT PERMITTED). - - 1/2 PIPE O.D. PLUS 4" MIN. FOR PIPE SMALLER THAN 18" O I- r^ 0 4 ° 31" 1/2 PIPE O.D. PLUS 6" MIN. FOR PIPE 18" AND LARGER SHALL BE SPECIFIED SEPARATELY V , a • = 7 1 2" SQ. AND PLACED PRIOR TO PLACEMENT L.) 4. STEPS ADJUSTED OR ADDED / OF BEDDING MATERIAL. co °a I1IIIIIg1M i i SHALL BE EPDXIED IN HOLES SECTION VIEW 22 1/2' DIA. ° THAT ARE FREE OF MOISTURE AND DEBRIS. (EPDXY TO MEET oo NOTE / °��° • ° 1. ALL COMPACTION REQUIREMENTS PER AASHTO T-99 AND ODOT/APWA SPEC 00405. 0 - ASTM C881). NOTES: SECTION VIEW 2.THE TRENCH WIDTH AT THE SURFACE OF THE GROUND SHALL BE KEPT TO A MINIMUM NECESSARY TO O a 1. SUBURBAN TYPE FOR USE IN TRAFFIC AREAS OF LOCAL AND NEIGHBORHOOD STREETS. INSTALL THE PIPE IN A SAFE MANNER. co ~1...- 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 Z 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. U 3-3/8" FOR PLASTIC 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 o SAFETY STEP 5. 1 1/2" PICKHOLE IN LID FOR LIFTING HOOK. OF PIPE, AND BACKFILLING OF MATERIAL ALONG THE SIDES OF THE PIPE. SEE DETAIL #110 FOR MANHOLE FRAME SPECIFICATIONS. 5. USF STANDARD FRAMFS IN RIGHT-OF-WAY N SUBURBAN AND STANDARD TRENCH BACKFILL N HanmiGlobal Partner MANHOLE STEP CleanWater Services MANHOLE FRAME AND C 0 VE R Clean Se�vi STORM WATER MANHOLE LID C iVa6� Services DETAILS CleanWaber Services 808 SW 3rd Ave., Ste. 300 REVISED 12-16 DRAWING NO. 110 SANITARY REVISED 02-17 DRAWING NO. 120 REVISED 12-06 DRAWING NO. 590 REVISED 12-16 Portland, OR 97204 a DRAWING NO. 100 Phone: (503) 287-6825 11-5 Fax: (503) 415-2304 1 www.otak.com 18056 C18056C507 05. Project No. Drawing No. M _„;Q.0 Sheet No. 05. 3 a Otak, Inc. 2017 XREF LIST Ltscale: 40 Resolved E 018056X001 o N 2360 CC0 CM2 REIN 12H B " TOPSOIL OUTFALL WIDTH L(FT) D(FT) ODOT w 0 "� 380 AREA DRAY (EXTEND AVVENT E HOOD CONFIGURATION DETAIL INSTALLATION DETAIL I FINISH GRADE (Fl) CLASS `� -c 500 STD CL IN. 3• TO MAX. 24•) I D_ 0v a L- 1• PVC ANTI-SIPHON DETAIL A �- EL w I P1 7 8 1.5 50 0 510 COFRM&CVT' BASINS WANED NAPS AND FOR CATCH PIPE ADAPTER\h, ;;/ 1) I I I I I I I I 0 z SEE DETAIL #030 CHOR P2 12.5 10 3.3 100 w 250 WQ MH A STRUCTURES SHALL BE AS WATERTIGHT SEAL U 300 CG-2 MANUFACTURED BY: DRI ' 320 CB CG2 BEST MANAGEMENT PRODUCTS, INC • REMOVABLE HOLE SHIELD AIMLESS BOLT -III=I > 0 53 MT. ARCHER RD. -a Ns.. WATERTIGHT EXPANSION CONE Ilko ctcliI ACCESS PORT (NARROW END OUT) SUBGRADE •LYME. CT 08371 iLI 10" OPENING �\ POND BOTTOM (860) 434-0277. (860) 434-3195 PIPE TYPE. SIZE. DETAIL B ANL PIPE f m FAX TOLL FREE (800) 504-8008, •SNOUT' I - AND CONNECTION p S=o% v (888) 354-7585 OIL & I PER PLAN. AS v v v .. WEB SITE WWW.BMPINC.COM DEBRIS id* APPROVED PSA BACKING FOAM GASICET / -7* \ ' ' ' ////// w 3 LL_ OR PRE-APPROVED EQUAL. FLOW O J c o / (TRIM TO LENGTH) 1-I I I I 1•� ( /r'!�n ( /r�4/( /r !�( /r !� III' I I I- o o m MOUNTING C INLET INVERT ELEVATION jj - - / FLANGEWOVEN ' MIN FT ABOVE a /°6 p oIII g" oN TING FLANGE (MIRAFI FW404 TOR s L s m OWLET I NVERT ELEVATION 7LET PIPE (HIDDEN) ILE APPROVED EQUAL) SECTION DEBRIS oN TAeLE FRONT VI EA SIDE VIEW i SURFACE CANNOT c o a - aaT I PE SNOUT OIL-WATER-DEBRIS SEPARATOR ../' 1 ' MI 'Oc 'O 'O O 'O 'O \o�� LS\_, o - 60• MIN/84• MAX - a SUMPn .� n n n 36" MIN C� 9� > d ` 60" MAX 1. ALL HOODS AND TRAPS FOR CATCH BASINS AND WATER QUALITY STRUCTURES jc", :::ERTAILW/A) O0 O�`O O O�`O�`O !V� Z O, �_SHALL BE ASMANUFACTURED BY BEST MANAGEMENT PRODUCTS, INC. OR LT �'• • •'•� 1 fit/ (r� O =a MANHOLE STEP7 PRE-APPROVED EQUAL. rZ Z U rrj NSEE DETAIL Nr1515 00 �`O O 00 �`I�`O 1i1 ^ v ' a 2. ALL HOODS SHALL BE CONSTRUCTED OF A GLASS REINFORCED RESIN WATERTIGHT Y INLET PIPE C •e•.RIP RAP ••6.1 O Q p COMPOSITE WITH ISO GEL COAT EXTERIOR FINISH WITH A MINIMUM 0.125" SEAL SEE 1 ✓ Cii a a LAMINATE THICKNESS. DETAIL 030 ' U. OII*`Ws O'`O'`O'` V > 1-12121 B ' (16) 1/2"0 HOLES EVENLY °‘J) %:\ ��\`� 3. ALL HOODS SHALL BE EQUIPPED WITH A WATERTIGHT ACCESS PORT, A --, 18. 28"x2" CAST IRON SPACED AT BASE COURSE AGO*�•a� e�•�•1� �j8 x MOUNTING FLANGE, AND AN ANTI-SIPHON VENT AS DRAWN. (SEE OR WELDED GRATE (1" MIN. ABOVE INVERT ELEV. OF ��`O�`O�`O O�`O�`O�` LLI CONFIGURATION DETAIL) GASKET HINGED TRAP • • • 4. THE SIZE AND POSITION OF THE HOOD SHALL BE DETERMINED BY OUTLET PIPE COMPRESSED / OUTLET PIPE.) NOTES: SIZE AS PER MANUFACTURER'S RECOMMENDATION. • BETWEEN HOOD A ui 11 4 ii I I, II II p - .•. PIAN AND STRUCTURE 717154,..uD"°4,15417"°u17"°u17..uDo4,..8g3uvu,SUDoa,o l D °OOo°Ooo0oo0000oo0o°Oo°Oo°Oo°L Ch 150 0°o°"1515 oa'a°o a°"'1515.'15/, 'a°o°'a°o°a°o° O O O O doo°4015°4Do°4Do°4171515°6Do°1761715°6Do°6Do°6Do°6171515°6l 1. ALL MANHOLE SECTIONS SHALL CONFORM TO THE SUMP VOLUME AVAILABLE PER DEPTH OF 5. THE BOTTOM OF THE HOOD SHALL EXTEND DOWNWARD A DISTANCE OF 18" (SEE DETAIL B) 7 °o01515°roplov.Ov°°0°,.0,°o,°oD°8 rgiov°o°U.op°o°p.l. 158%01.161015°° .6i0 icr101 oo°po°oo°oo°1 O� REQUIREMENTS OF ASTM C-478 AND APPLICABLE SUMP FROM I.E. OUT. 0..0..0..n..0..0..0..0..0..0..0..0° 15oo.0 p Z �o� o�Do onDo �n o°D�° oDo°t RIPRAP NOTES�PER CWS SHEET 770 : PROVISIONS OF STD. MANHOLE DRAWING NO. 010. 4p.. 1 I_sPr=r�° 174 t1 �Pr=rD 36" MINIMUM 60" MAXIMUM 6. THE ANTI-SIPHON VENT SHALL EXTEND ABOVE HOOD BY MINIMUM OF 3" AND CAULK PIPE"1`�Po HUB ; _ -IIIEHII-IIIIII-III-III-III- 60" M.H.= 58.9 CF 98.1 CF BEST MANAGEMENT PRODUCTS. INC. N �, _ I" 1=I I IJ I I- RIPRAP: 2.INLET AND OUTLET PIPE NOT TO EXCEED 18"DIA. A MAXIMUM OF 24" ACCORDING TO STRUCTURE CONFIGURATION. 72" M.H.= 84.8 CF 141.3 CF 53 MT. ARCHER RD. ZI-I I II Eld) Z_ III- • 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 OF THE STRUCTURE WHERE THE HOOD IS MOUNTED SHALL BE LSE' CT s w e.\. 6 I-III • THICKNESS OF A SINGLE ROCK SHALL NOT BE LESS THAN ONE-THIRD ITS LENGTH. Il FINISHED SMOOTH AND FREE OF LOOSE MATERIAL. TOLL FREE' (800 50 -8008 (888) 35h7586 Q1M-10 GA. STEEL ALL WELDED • ROUNDED ROCK WILL NOT BE ACCEPTED UNLESS APPROVED BY THE DISTRICT. I= PROVIDE SPECIAL DETAIL FOR VOLUME WEB SITE VNAY.BMPINC.COIA 4.THE SIZE AND POSITION OF THE HOOD SHALL BE w I-lli. CONSTRUCTION. ASPHALT DETERMINED BY THE OUTLET PIPE SIZE AS PER REQUIREMENTS EXCEEDING 192.4 CF 8. THE HOOD SHALL BE SECURELY ATTACHED TO STRUCTURE WALL WITH (n - III-I RIPRAP INSTALLATION: MANUFACTURER'S RECOMMENDATIONS. STAINLESS STEEL BOLTS AND OIL-RESISTANT GASKET AS SUPPLIED BY o I-III= EMULSION COATED INSIDE • EXCAVATE BELOW FINISH GRADE TO DEPTH & DIMENSIONS SHOWN ON APPROVED PLANS. M O° SUMP VOLUME REQUIREMENTS MANUFACTURER. (SEE INSTALLATION DETAIL) I III-I AND OUT. (24" SQUARE OR • INSTALL WOVEN GEOTEXTILE FABRIC PER MANUFACTURER'S RECOMMENDATIONS. 5.ANCHORING HARDWARE FOR THE HOOD SHALL BE EMBEDDED 20 CF/1.0 CFS OF INFLOW 1-I11E INTO CONCRETE; ANCHORING INTO GROUT IS NOT AUTHORIZED. 9. ANCHOR BOLTS SHALL BE INSTALLED INTO THE CONCRETE OF THE INSTALLATION NOTE N ROUND.) PLACE RIP RAP TO FINISH GRADE. CI CI rn 58.9 CF MINIMUM REQUIRED 'III-I STRUCTURE'S WALL. (NOT WITHIN GROUT) INVERT -III 6.THE SURFACE OF THE STRUCTURE WHERE THE HOOD IS POSITION HOOD SUCH THAT BOTTOM - III-1 00 MOUNTED SHALL BE FINISHED SMOOTH AND FREE OF LOOSE 10. INSTALLATION INSTRUCTIONS SHALL BE FURNISHED WITH MANUFACTURER FLANGE IS 18 BELOW THE PIPE J� ELEVATION ,, -I I MATERIAL. SUPPLIED INSTALLATION KIT. INVERT. L -11=111-III= • GRADE RIPRAP SHALL BE THE CLASS AND SIZE OF ROCK ACCORDING TO THE FOLLOWING: /3r�\ KIT SHALL INCLUDE: SLOPE AND I.E. VARIES .-"II= CLASS CLASS CLASS CLASS CLASS V)v) &-•:„.1 7.INSTALL PER MANUFACTURER'S INSTRUCTION AND A. INSTALLATION INSTRUCTIONS 50100 200 700 2000 USING MANUFACTURER'S INSTALLATION KIT. B. PVC ANTI-SIPHON VENT PIPE AND ADAPTER SEE PLANS PERCENT in C. OIL-RESISTANT CRUSHED CELL FOAM GASKET WITH PSA BACKING WEIGHT OF ROCK (LBS) (BY WEIGHT) Q w D. 3/8" STAINLESS STEEL BOLTS NOTE: 1 MIN. 2 -0 COVER ON ALL PIPE IN DRIVE AREAS. 50-30 100-60 200-140 700-500 2000-1400 20 E. ANCHOR SHIELDS ) 30-15 60-25 140-80 500-200 1400-700 30 ChCi WATER QUALITY WATER QUALITY 2) LYNCH TYPE CATCH BASIN OR EQUAL 2-0 25-2-080-8-0200-20-0700-40-040 ch 2-0 2-0 8-0 20-0 40-0 10 MANHOLE ( A CleanWaieltervices MANHOLE ( B CleanWiater Services TRAPPED CATCH BASIN TYPICAL INLET RIP-RAP PAD DETAIL 2 DRAWING NO. 250 REVISED 12-16 DRAWING NO. 260 REVISED 12-16 N.T.S. C5 4 SCALE 05.4 SD-CB I V 1 III% / w 3 4 SQUARE 0 A A B B > f ' NOTES: 1. BAFFLE WALL SHALL HAVE#4 BAR AT 12"SPACING EACH WAY. . a❑p 2. PRECAST BAFFLE SHALL BE KEYED AND GROUTED IN PLACE. Removable Z Watertight JOINT BETWEEN CONCRETE BAFFLE AND MANHOLE WALL SHALL BE WATERTIGHT. STANDARD CAST IRON CONCRETE COLLAR ❑ ❑❑❑ ■ I Coupling Baffle Wall 3. UPPER FLOW ORIFICE SHALL BE ALUMINUM,ALUMINIZED STEEL OR GALVANIZED FRAME AND COVER Q ❑ p Q ❑ p r Grouted 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 t u 0 Restrictor Plate With CLIMB-DOWN SPACE IS CLEAR OF RISER AND GATE;FRAME IS CLEAR OF CURB. (NON-TRAFFIC APPLICATIONS) a p , S d ❑ p O / rifice B&C ��l'� --� When Specified) 5. MULTI-ORIFICE ELBOWS SHALL FER PREINSTALLED TO INSURELADDERCLEARANCE.�" NI N 1 = 6. RESTRICTORPLATEWITHORIFIASSPECIFIEDINTHECONTRACT.OPENINGISTOBE�'. /� _ _ JL- _ CUTROUNDANDSMOOTH.NEOENE GASKET SHALL BE INSTALLED BETWEEN THE 3/4 I . ,-,-4:; ` = a d 4" MIN. " 0 LuJ II80A �' ORIFICE PLATE AND CONCRETE BAFFLE TO PROVIDE A WATERTIGHT SEAL. Eimmml --- _ _ -_-_- _ ) 7. SHEAR GATE SHALL BE MADE OF ALUMINUM ALLOY IN ACCRDANCE WITH ASTM B 26M AND ASTM B 275, -iii-lllii-(((ii _ i-iiiiii-iii FINISH GRADE -III= ~'�'`-, -III=1 r1=I 1 I \ / DESIGNATION Zg32A OR CAST IRON IN ACCORDANCE WITHASTM A 48,CLASS 30B.LIFT HANDLE MAY BE SOLID (ASPHALT, CONCTRETE,OR OTHER) _-III-III III-III=1 ROD OR HOLLOW TUBING WITH ADJUSTABLE HOOKAS REQUIRED.NEOPRENE RUBBER GASKET RERQUIRED I-I I-I I-III III=�I WATERTIGHT PIPE PLUG O BETWEEN RISER MOUNTING FLANGE AND GATE FLANGE.MATING SURFACES OF LID AND BODY SHALL BE -III-III-III =1 - WITH STOPS OR �g 7/g• MACHINED FOR PROPER FIT.FLANGE MOUNTING BOLTS SHALL BE "DIAMETER STAINLESS STEEL. (.I")^ '':•�'' WATERTIGHT THREADED z 8. SHEAR GATE MAXIMUM OPENING SHALL BE CONTROLLED BY LIMITED HINGE MOVEMENT,STOP TAB /� v) I-I I-III 111=111T �1 I•� OR SOME OTHER DEVISE. l I , -!•" CAP AS APPROVED BY 'I I 1 I &. -I I-' LOCAL JURISDICTION. 9. ALTERNATE SHEAR GATES DESIGNS ARE ACCEPTABLE,IFI MATERIAL SPECIFICATIONS ARE MET AND FLANGE -I I-III >,. TTI-TTI= I • 0 1.1 , Z Q -III-III r-.•r =111E11' TJ s BOLT PATTERN MATCHES. 1 I-I I-III •! _ m I - 10. MANHOLE CERTIFICATION REQUIRED FOR TRAFFIC LOADING. 0 _ =1- PROVIDE 3/4"-0 FOR \ g• SECTION B-B PLAN 2" MIN. CLEARANCE -III-III !•r! -III= A MINIMUM OF 6" / I 1 Qp4CJ 1-III=III �A�-��"�•I I I-I I AROUND CLEANOUT (/ O NOTE: :_••-•"-.•:_.:.-.•._.•-iii�1 I I In 1" MIN. D GROUT INTERNAL PARTITION AND SEAL ALL CONNECTIONS/PENETRATIONS TO PREVENT LEAKAGE OF STORM WATER W U 18"alb"s"Stainless OVERLAP 6" Steel Plate WATER TIGHT SEAL)OUT OF NON-APPROVED LOCATIONS. aj u MIN. ice"A" See Table) W E _ _ /� /� r t"Dia. Hole For "Stainless O z PROVIDE 1/2"GAP (MAX.jI-III- I-III= 18• steel Ezpanaion Bolts, 1)"Embdedment BETWEENG CLEANOUT PIPE III-I I _ III-I I Q AND GROUT COLLAR. I=III- .4. i-1 I- o ,I=11 EI� EWE SECTION A-A 0 11 I II I II 1 III I IE II I II 111 i 1" 111Iw 1Sf III1 s PI= oat C 1 'lqp.v _i - - - 1WEST BASIN EAST BASIN / f1"'''""' Ifrlai�1y�M OasFL. (IN) 167.28 169.02 �Jo - -III1II1I I = I �:�.- III-III-I __,__.= - •'- I-III-III- - �� °°"°�s0''1 """'''°"�(� Iy1y=' It�,1 \ Overflow ■w■ FL. (OUT) 167.18 168.82 I- L:_..-. -_. I mIne ' eidtz _ _ NOTES .•.. .- •:, - -III-III- Elevation OUTLET PIPE DIAMETER (IN.) 12 12 •.•`•.,.:.:.,,. Shear Gate /rO�id. ''r`=i•..� �:•. (i) .. ,. •. ,. ,. •. ,. •. ,. • . _-f= f•:ei =III-111= 7 V �.-�..-..-,•. • ,�.-,•. r- .�.r �:-L. . m Lift Handle ?RIFICE C ELEVA ION NUMBER OF ORIFICE 2 1 LJ- (7) .I.-1e ' -' - �i'•le 40 1-111-1 1. }raq" ALLEN HEAD BOLTS p ° 1 8"Shear Gate `WHEN SPECIFIED III-111- 1" LONG RECESSED. 1� See Detail ORIFICE A ELEVATION 165.18 166.82 CP I=111=111= 2. ALL PERMANENT CLEANOUTS r• N • /_ ORIFICE B ELEVATION CC (WHEN SPECIFIED) DIAMETER OF ORIFICE A (IN.) 2.3 1.0 O Ell 1=111=l 1 TO HAVE BOLT DOWN COVERS. I - 1I INLET/OUTPIPE ORIFICE B ELEVATION 169.75 - a ' - I-III-III- 3. MATERIAL SHALL BE GRAY O - SEE PLAN AND PROFILES ORIFICE B ELBOW DIAMETER (IN). 6 - ci �. _ III-III-11 - - g O Q :.L:_ .L._.._ -I I CAST-IRON, ASTM A-48, I,-1,-1y-,1,-1-1 d < a ` I1.Iy-,6 1-111 1 i If �(�( DIAMETER OF ORIFICE B (IN.) 4.8 0 ..•:-.•:_.•:_ ._..7_,•:. a s a a 4 �:_.•:-.•:_ -I 11-11 i CLASS 30. �"� F.L. IN 1 I I• I 1 F.L. OUT Q amop a. NOTCH C ELEVATION w O U 0 /0 - WIDTH OF NOTCH C (FT.) - - 6 Co CONCRETE ENCASED `V __ ORIFICE A ELEVATION 1 NOTCH D ELEVATION - - o BOTTOM OF WYE We 12"DIAMETER HOLE I OVERFLOW ELEVATION 170.70 174.06 co 3/4"-0 FOR PLASTIC PIPE \-3/4"-0 0 I.y - RESTRICTOR PLATE ORIFICE "�: % 'f H F•' (SEE TABLE AND DETAIL) • BAFFLE WALL 1 RIM ELEVATION 175.91 176.78 0 1 A n T I BAFFLE WALL THICKNESS(IN.) 6 6 03 NOTE 0 :I:.. E_w MY lO EI 81f.'flON B-B ti 1. CONCRETE ENCASE ENTIRE WYE SECTION AND 45° BEND IF CONCRETE PIPE. DETAIL �„� 81 MON A A NULT o •0 2. STAND PIPE TO BE SAME SIZE AS MAINLINE UP TO AND INCLUDING 8" PIPE. A IRS COUTIOL STRUCTURE BITAR, ow, j MAINLINE GREATER THAN 8" SHALL HAVE A 8" STANDPIPE. NTS ADJUSTABLE LOCK HOOK JU WBL LOCK / 2. 0 ®i� LIFTATT HME T SCREW ��I 2B-2 N A ,�,` ATTACHMENT 1"ROD OR TUBING I [I N CLEANOUT FRAME �' rm HANDLE WAIL SEX > HanmiGlobal Partner STANDARD CLEANOUT CleanWcr Services AND COVER C1eanWate� Services oTRW ma Gan OF GATE INIEUL 808 SW 3rd Ave., Ste. 300 E DRAWING NO. 500 REVISED 01-13 DRAWING NO. 510 REVISED 12-16 y AS MAIIUFAC!OBm BY=NET VALVE OR EQUAL Portland, OR 97204 1-- Phone: (503) 287-6825 Lii Fax: (503) 415-2304 1 www.otak.com 18056 C18056C504 c Project No. Drawing No. 0 m C 5 4 ii Sheet No. 0 • a Otak, Inc. 2017 XREF LIST Ltscale: 40 Expansion Joint B SEE STANDARD RECESSED SEVEN NO. 3 BARS Resolved B DRAWING ## 320 FOR FAME Expansion Joint ONE NO. 5 BAR N, 4 TWO MO N 3 A AREA AT 5 ' 0.C. A AND COVER A I BARS 7 ° O 016326X003 ° / ° ° ° ° / ° ° a N 310 CG-2 REIN A 11\,. 1., A L I < 11 d I I / I a °°° d ° a ° ° 4 ° ° v a° I-w380 AREA DRAY ° D rI�) 300 CG-2 a . ° \ ° 4 3 41 aa ' 320 CB CG2 ' IIII1I Idi ° d aaa a ° •• 1MOMiA A da adaIt'1'11111 • a s °d 4 ° ° II II II II II II II II II II II II II II II II II II II II °° 0oC' •m ' -- v _SFMH48—DTL II II II II II II II II hl. -All SFMH96-DTL d ° - °II III IIIi 4 ° L,Orii II II II II II IIII II II II f.N ` G --Images-- .a d ° 63_St�_48inMH SEE I • . ° 320FOR FRAME AND PLAN VIEW 1L �1 ° LHHH444 3YTaper64_St _96inMH GRATE 22c I— ce Charm,- Inlet! I 4 II II II II II II II II VI II II II II II II II II ` U B `- ►B PLAN VIEW - STANDARD CURB AND GUTTER w0 A I I PLAN a L A PROJECTED A---J SEE STD DRAWING NO. 320 c 6" FOR POURED ° GUTTER RECESSED CURB INLETS TO BE FOR FRAME AND COVER. a a' m UNE REINFORCED CONCRETE INSTALLED IN z i I N"PWC E °a . 1 1/2" OF FALL 7 1/2w ACCORDANCE MAIN DRAWING NO. 310 o Y REINFORCEMENT FOR PRE CAST_ - VARIES TO 4 ,i a a TIOP OF MATCH CURB TYPE d . a PAVEMENT \- 6\ o u 1\8"t 0 0 IC' :�':%....'7 //j.1 f a a • 1 �/ ■ �' . 411) �` ,... ,,.. '.� 1 4eQ w 9!00 \ > > � .... c77-1/2NO. 5 BAR o� �<v w zz ,4a 0 a 3" Z U t.'") � N �0 U m m NORMAL SLOPE ° D ,` 1- �, / O ° OF PAVEMENT �� ,' Q r — MAX \ IN "IA ___j_ 1 i I °N;) 4(/ w tr SUS, ° WEEP ;711- I 4 '/ ° 1 1/2" 18" IN ' I �� j� x HOLES w 1 L .4 . — ° i''� ° �I ° 2 5/i , \7 N Y r -- . 8w FOR POURED IN -Kr WATERTIGHT SEAL PLACE OR 5" WITH . � ,' IT SEE DETAIL #030 - n REINFORCEMENT �. NO. 3 BARE I ° ' ° . a X28"� 27" - ° 8 FOR PRECAST ° . ° ° 8 OPTION: CONST. JOINT- NO. 3 28" 27" _ ° 1/3 OF SURFACE AREA B N 0=1 A SECTION A-A SECTION B-B °' il NOTES: SECTION A-A SECTION B-B °, °, ° - MIN. , 1/2" o 1. ALL PRE CAST SECTIONS SHALL CONFORM TO REQUIREMENTS OF ASTM C-478. M 1- 2. INSTALL STRUCTURE ON MIN. OF 8" OF 3/4"-0" COMPACTED BASE MATERIAL. G \ SEE HOOK BAR m 3. PRE CAST REINFORCEMENT SHALL BE REBAR MEETING ASTM A615 GRADE OR WELDED NOTES: ° ° ° DETAIL WIRE MEETING ASTM A497. 0 CI 4. ALL POURED INPLACE CONCRETE SHALL HAVE A 28 DAY STRENGTH OF 3000 P.S.I. AND A SLUMP OF 1. CATCH BASIN SHALL BE CONSTRUCTED IN ACCORDANCE WITH ASTM C-478. / rn 2" TO 4". 2. INSTALL STRUCTURE ON MINIMUM OF 8" OF �'4"-0" COMPACTED BASE MATERIAL. - 0 o 5. AREA DRAINS IN REAR OR SIDE YARDS SHALL NOT BE SUMPED AND SHALL BE PROPERLY 3. REINFORCEMENT FOR PRE CAST CATCH BASIN SHALL BE REBAR MEETING ASTM A-615 GRADE 60 OR WELDED WIRE 44.4 CHANNELIZED. DITCH INLETS SHALL BE EQUIPPED WIHT AN 18" SUMP. MEETING ASTM A-497. SECTION A—A -- -g--iIIN. 1 1/2" o 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. AND A SLUMP OF 2" TO 4". N ACCEPTABLE ALTERNATE. (ALL GRATE MATERIALS AND DIMENSIONS SHALL MEET C.W.S. STANDARDS 5. CHANNEL REQUIRED IN FLOW THROUGH APPLICATIONS, AS APPROVED. ALL OTHER APPLICATIONS REQUIRE AN 18" SUMP HOOK BAR (!10) AS SHOWN ON DETAIL #320) BELOW LOWEST PIPE INVERT. DETAIL 6. FULL CURB EXPOSURE REQUIRED CANNOT BE LOCATED IN SIDEWALK RAMPS OR RAMP WINGS. Q w Ch Ci AREA DRAIN GUTTER 8c CURB INLET GUTTER 8c CURB INLET CATCHAT TYPE II CleanWal e r Services CATCH BASIN (CG- 2) C uiWabet Services BASIN (CG- 2) REINFORCEMENT aeanWater' Servilces DRAWING NO. 380 REVISED 01-13 DRAWING NO. 300 REVISED 09-16 DRAWING NO. 310 REVISED 12-06 ALARM DISPLAY WITH eau-\ VENT PIPING PER JUNCTION BOX PER 2gUARCHITECTURAL PLANS BLDG PLANS /4' STANDARD MANHOLE FLAT TOP 27 3/8' L { W/REINFOOR RUBBER GASKET FLAT TOP RCEMENT _ 58' DIA.1I I � r�r .T =ROUT LJ cs rawr ar A I J III 1 I II M W/REINFORCEMENT . L_ w CONTROL WIRING IN • 2 1 2 6 BAR AROUND OUTSIDE OF OPENING 10' TYP. /1\ CONDUIT PER BLDG PLANS # ' Isi 1/4•V 2 EACH END #6 DIAGONALS BOTH SIDES OF OPENING TW <•�'®®�®'� #6 6" O.C. BOTH WAYS -U • ° -U- 03 03 • a a 17) ' 2 1/2' x 1/2' N _ MIT NON-SHRINKING GROUT - 48" . .� SO. EDGE FLAT BAR �. SECTION A-A GM"NHL AD w w • TYP. ANGLE X44 CONSTRUCCIO CHANNEL ANDTMIN '� z 3/4• -3-M-2-112-"I\ wM #"W 10 €y) 1 ; IN FIELD o ILri I ' 11 T f C) PLAN f � w J PIPE - �/ I.D. • O Q Z SMOOTH FINISH CHANNEL TO °c \ •• . w = 13 1/2 - 3/4 VERTICAL HEIGHT OF i 8 •, •• •44 • .. J �B 3/8" X 2 1/2" FLAT 0 2 1/2" PIPE - • = \_ a°, 0 /BARS AT 1 7/8' ON -= • 1 °••8,r° •. 4 ° CII Ir II Ir II Ir-i CII Ir II Ir II Jl-11//// CENTER 1 4•a •°.•; r , f" c </ r e • • • a / PLAM Frrn.atrr �►�rf IL1• cwa� ati�►, ALARM DISPLAY WITH s" •MIN. • . - CD LJ>i 00 JUNCTION BOX PER LO / VENT PIPING PEREr-BLDG PLANS DCI— Q (00 12" MINIMUM OF %w_ .� •°" . . . r . . . . A . . � � . . . . r . . . � . ...l.": y CROSS BLDG PLANS COMPACTED BASE ROCK . . . i,., . . _._.". - . � ..�' .. m >1 • BARS ROUND 1 Ru' 1 LT CONTROL WIRING IN • 0 a 1,1 �' °°�°I ` I CONDUIT PER BLDG PLANS RUBBER GASKET NOTES: Q o FLAT TOP a 1. ALL JOINTS AND RUBBER GASKETS SHALL O g AC PVMTo COTO NFORM REQUIREMENTS OF W T rT (OPTIONAL) ASTM C-433.w U (nU 2. ALL MANHOLE SECTIONS SHALL CONFORM LJ 1 11 1 1 c I . ir--_{_ 84" DIA. TO THE REQUIREMENTS OF ASTM C-478 Lc, +� 25" AND APPLICABLE PROVISIONS OF STANDARD j 2" l JI II JI II JI II }. 1I II JI II JI IV Brim - MANHOLE, SEE STD DRAWING NO. 010. J 3. STEPS REQUIRED ON FLAT TOP MANHOLES 0 o 1 I B IN 14 ~ 8w .. ° °. ° ° DEEPER THAN 48" FROM FINISHED GRADE TO O i 3/8" X 2 1/2" I I TYP� • ° I.E. OUT. oFLAT BARS EACH EN PLAN TYPICAL�TM/1�eoS our SECTION B-B — i BARS AND EVERY SECOND # T I I I a . INNER BAR ) J 4"W INLET OIL AI'I ,r ill ;"W OUTLET ' — NOTE sagiS1JL rkit =CRETE wAIUT Y FRAME AND GRATE TO BE NEW STRUCTURAL ASTM A-36 FLAT BAR STEEL OR APPROVED EQUAL. RUBBER GASKET HanmiGlobal Partner p Qt. LEI LL 5200J1 Dux ° 808 SW 3rd Ave., Ste. 300 Portland, OR 97204 N Phone: (503) 287-6825 c, CATCH BASIN FRAME AND GRATE Fax: I www.otak.com 415-2304 (CG- 2) C1eanWater Services FLAT TOP MANHOLE Clean Watet S vices DRAWING NO. 320 REVISED 12-06 DRAWING NO. 050 REVISED 12-16 18056 C18056C505 N OIL WATER SEPERATOR DETAIL Project No. Drawing No. a C5.5 NTS C5. 5 ii Sheet No. 4,5' a Otak, Inc. 2017 NOTE: REVISIONS TO STANDARD DETAILS ARE INDICATED WITH REVISION CLOUDS. N- o a N In 0 PERFORATED PIPE MANIFOLD PROFILE ANHOLE UD AS APPROVED B7 BEEHIVE GRATE (SEE DETAIL BELOW) g - OVERFLOW TO WIRE ROPE + + • 0 a CONVEYANCE MANHOLE FRAME - - (SEE NOTE 5} E 6 s [SEE DETAIL BELOW} - o z �+ SPECIFY •RIM ELEVATION :1/�• EPDXY MANHOLE FRAME w s . + 12" DISSIPATIi7N PRD ' ¢•' a cn j .>r 1Q .. TO STANDARD REINFORCED `'' ' ` ` • I a �_ �� '� A U IT- Jr zi, . (a-1/2" - 2-1/2" = w A > a i• ; 1, o = TOP OF •1 r 1 � � SPLASH ROCK) L�,a u, • 0' I ` / I FACE OF CURB CONCRETE PIPE. CLASS•III C w r IiiY it + ir �. I FACILITY TOPSOIL v • _ U �, g { '� 1 I I BACK OF CURB #4 REBAR U-BOLT ��lip jD" f° a " • 4_ 1 I' I 41'1 1 • I I 1 r •' -v f1=I�I=II= - =IIt= II= qI SEE NOTE 1. y • a ( ) 1 I� I I 1 I Y I, Ilii=rl, il-nta 1 it i-11l -nll- , . ,s'- o 4.11:11-11' 11=11-1i 11:1IRWIII011-11:11 GROWING MEDkIJM I ` ...•1.�- L- LT. W , • COm • 11 li.li .11=fl .11 1 n-11 I1=1 I CURB INLET a . • d U ~ • u U i ""l"Il 1 .amu ..n= [G• OPENING 30" , ; _ C 1 FACE OF DNTRACTION c 44 110 _ 7411 I GUTTER JOINTS -4)-.....----<1 � , • l br ®■ .-.4•44,114,-,,:„.11.:. CHOKER COURSE I _ - 1/2" PRE MOLDED a PERFORATED DRAIN PIPE �` 4 • J a L u) ■.-r.-sr:.`.-.r'tiv-�r� r;t.��=o=o" r.-.a.-a�=r:s �3.-0"-.4...- 42" 3'-0"� EXPANSION JpkNT •• • i . , , , at.AP: .. i�i�s'.R 4.�s10 . t FILLER (TYP.) CONNECT TO MANHOLE .-0, SLOPE TO DRAIN . r._ �w . r - 0- DRAIN ROCK. A a rn 0.. ..W /. '444.744447.4741/:4-4.� . / OR INLET • O � Y o a o o • o I • • 4. BOTTOM FACE OF GUTTER ' " y n LAP SPLICE #3 REBAR. a) a -. _. _. _ -. - •- p • _. ,I MINIMUM 12" OVERLAP PLAN VIEWI SEE NOTE 2 6' MIN BOTTOM HALF - NO HOLES LOUTIET TO APPROVED SPLASH PAD 3,000 PSI • COMMERCIAL GRADE q• 'r CONVEYANCE SYSTEM I Cn PERFORATED COLLECTION FACE OF CONCRETE 5 PIPE BURNING.LENGTH OF CURB 5-1/8' • 1'- 3/4" ! _I j• 3" MIN y+Ali' ' •' '>^ 0�� Sd, E FACILITY _±� � 1_ _ .effl11 � 1 _._/ . _ -, k Il w 9� O \_ PAVING 33tl ` � { I - r 1/4' PER FT. SLOPE '1%-"•-•.10•7;•-.t!-- • 1-18-I/4.,� =11=111 . . <v Z Oct > r) IH I-I - IMI to o = \ $. OUTLET TO •, •:. L_ J 1 M �I�T• SWALE/PLANTER AND �� . - - P .. 3" MIN ,- 111-I _111-1�-�Lr z c� r.� 0 s- ENERcr r=am• / - 1- .� : I TIS f`"csrDwiM� o 0 N : Q -20 3 8,t :x . A. PIPING NOTES DISSIPATOR/SPLASH PAD v 1 r Cl -7-191.,.. t ,• v 3D- BEEHIVE GRATE •IL .1 ❑ + Q w v , -19 1'/4 tii:�,.rn}. • -IIF <C/ FOR PRIVATE PROPERTY, PIPING MUST BE CAST IRON, ABS••SCLi40, OR PVC SOHO. THREE-INCH PIPE IS 6•' MINIMALLY �� n. - �• 1 1/2' -17 3/4" l / . .7.1 .' . Tamil "ltf REQUIRED FOR FACILITIES DRAINING UP TO 1,500 SQUARE FEET OF IMPERVIOUS AREA; OTHERWISE 4-INCH ° 36" 4" DISTURBED CHOKER PIPE MINIMUM IS REQUIRED. PIPING INSTALLATION AND SIZING MUST FOLLOW CURRENT UNIFORM PLUMBING I 11� 3/4' NATIVE SOIL SHELF - -+- • RSE �(y Lei CODE. I I I• 11-- ' • •• '0 •• ••. . - FOR PUBLIC FACILITIES, 6-INCH OR 8-INCH ASTM 3034 SDR 35 PVC PIPE AND PERFORATED PIPE ARE SECTION A-A PERSPECTIVE VIEW T- I 19 '/4* i • ' , , 6 MIIJ Y "iu• •i1 DRAIN REQUIRED. NON-SNOUT SHOWING DEPRESSED ~J I 4" DIAMETER WEEP . i.+i i�?,.*sr GUTTER AT CURB INLET 27 3/4" • •' ' HOLES B" ON .` , . .*` :1. a� 'C"\ ' '- • CENTER SPACING. O� p • .-' ;- ,_f.: SEE NOTE I NOTES: 18"x4" REVERSIBLE MANHOLE FRAME' 3 MIN TREATMENT AREA + ' 30 MIL LINER SECTION B-B rl 4 1. BRANCH SPACING AND NUMBER OF BRANCHES TO BE CALCULATED BASED ON STORM FLOWS FROM IMPERVIOUS AREA BEING TREATED. SECTION A-A il 2, WRAP PERFORATED PIPE WITH GEOTEXTILE TO PREVENT INFILTRATION OF FINES. 3. NO TREES OR DEEP ROOTED VEGETATION OVER PIPING. ID 4. GRADE SUEGRADE TO PROVIDE MANIFOLD MTH POSITIVE DRAINAGE, NOTES NOTES' 5. CONVEYANCE SIZED AT MINIMUM FOR 25 YEAR EVENT STORM FLOWS. IVOTFS: T, WEEP HOLES TO BE PLACED WITHIN DRAIN ROCK LAYER- TOP OF WEEP HOLE TO BE m 6. DETENTION (IF REQUIRED) VOLUME BASED .ON DEPTH OF DRAIN ROCK RESERVOIR LAYER AND POSITION 1_ :SECURE GRATE IN PLACE WITH 54" OF WIRE ROPE- LOOP ENDS OF WIRE ROPE AROUND U-BOLT AND SAME ELEVATION AS THE TOP OF DRAIN ROCK LAYER, ON LOWEST SIDE OF CHECK DAM. OF MANIFOLD WITHIN THE DRAIN ROCK LAYER. 1. ALL FABRICATED METAL PARTS SHALL BE NEW STRUCTURAL. ASTM A-36 STEEL. AND BE HOT-DIPPED 'CRATE. CRIMP EACH END of WIRE ROPE WITH 3" OVERLAP. 2. MINIMUM 3" REBAR EMBEDMENT FOR CURB AND PLANTER WALL. 7. FITTINGS TO BE SAME MATERIAL AS PERFORATED PIPE. O GALVANIZED AFTER FABRICATION. 2. DRILL 2" DEEP HOLES INTO PIPE .AND EPDXY 4 REBAR U-BOLT 2"X 4' IN HOLES. 3. CHECK DAM SPACING SHALL PROVIDE A MINIMUM OF 2" FREEBOARD, AND AN 18" a) S. PIPE SECTIONS EXPOSED TO SUNLIGHT SHALL BE OF MATERIAL NOT SUBJECT TO DEGRADATION FROM # { J. _ 2, INSTALL STRUCTURE ON MINIMUM OF 8" OF• " TO O" COMPACTED BASE MATERIAL 3. GRATE TO BE CAST IRON. ASTM A48 CL30. MAXIMUM DROP FROM ANY ADJACENT CURB TO TOP OF FACILITY GROWING MEDIUM. THE EFFECTS Of SUNLIGHT. p 3. INSTALL ENERGY DISSIPATER/SPLASH PAD AT OUTFALL OF STRUCTURE. 4. SIZE INLET BASED ON CALCULATED FLOWS AND MANUFACTURERS RECOMMENDATIONS. N 5. WIRE ROPE BETWEEN 1/8"-3/16" DIAMETER. STAINLESS STEEL. 7 STRANDS OF 19 WIRES. ---....,- (//^U\ N PERFORATED PIPE MODIFIED CG-30 INLET BEEHIVE INLET "' LIDA A LIDA LIDA CONCRETE CHECK DAM LIDA],g a w DETAILS WITH SUMP HANDBOOK aeanWater Services cn o HANDBOOK G9eanVL�al`e>� Serv>lces HANDBOOK �IeanWa�er Servrces H A N D B O O K C1e�nWa�er �rnccs o, DRAWING NO. 402 REVISED 05-16 DRAWING O. 403 REVISED 05.16 DRAWING NO. 405 05-16 DRAWING ND_ 406 04-18 128 Law Impact Development Approaches Handbook C61nWater Services t eanwale14;services Low Impact Development Approaches Handbook ;" ClemiWahN- Services Low Impact Development Approaches Handbook 131 132 Law Impact Development Approaches Handbook cl o.mger semice5 OVERFLOW STRUCTURE INLET STRUCTURE A-1 VARIES: STORM WATER FACIL1 ITY BLENDED SOIL C/'� 18 MIN DIAMETER DUCTILE 20'.X 24" MIN DUCTILE- I 1$" MIN. DIAMETER BEEHIVE STYLE SIDEWALK DRAINAGEI FURNISH IMPORTED BLENDED SOIL FOR ALL VEGETATED LIDA FACILITIES CONFORMING TO THE FOLLOWING: v • GENERAL COMPOSITION - USE MATERIAL THAT IS ANY BLEND OF LOAMY SOIL, SAND, AND COMPOST THAT IS• IRON BEEHIVE STYL.E/}OME IRON FLAT GRATE, OR OVERFLOW • PER DETAIL NO. 405/407 NOTCH. 4" TYP- 30-40% COMPOST (BY VOLUME) AND MEETS THE OTHER CRITERIA IN THIS SPECIFICATION. GRATE, OR APPROVED APPROVED EQUAL - ., 4, • - _•11 - 1..d3- ;. 1. ..I - •••- .'. : :;•• : i • ANALYSIS REQUIREMENTS FOR THE BLENDED MATERIAL: EQUAL ". 1 PARTICLE GRADATION - A SIEVE ANALYSIS OF THE BLENDED MATERIAL. INCLUDING COMPOST; SHALL BE •,• 44.1-l"w w w w w 4. -w .�7,;�� w w w ,,i:fl_r.1 w v r 4 w 'w \411r; 'I f � w. 4. -.I �� CONDUCTED IN CONFORMANCE WITH ASTM C117/0136, AASHTO T11/T27, ASTM 0422/01140j OR ASTM 06913. TOP DRAIN w w w " w " � #i! , , 4-1/2" - 2-1/2" , THE ANALYSIS SHALL INCLUDE THE FOLLOWING SIEVE SIZES: 1 INCH. 3/8 INCH, #4. #10. #20, #40, #6D, BASIN AE FOE \ •++� g.4 + 1 v + w • ,' , 'SPLASH ROCK. 6" , s w w w # 00, ++R+��+.� 1 #200. THE GRADATION OF THE BLEND SHALL MEET THE FOLLOWING GRADATION CRITERIA GRADE FQRIIy • + 1yfINIMUM 4' OF 8" w QNT71FifrPER 41 i'`i .- ` ti + •w v m w DESIGN * - •+^��'` ^`� +tet• • ui µ PERFORATED DRAIN PIPE �1 .. STRUCTUREOTYP- SIEVE SIZE PERCENT PASSING �!, F 1 +�ti 4- W w ••w: w v +4 •w w d- 4 1 INCH TOO �l r 1 y N 1 W •- �' 4 75 -100 1 i ' �\ •R Y�l IIF • . • J 4• + `F. .v w w V 4, W w • ' • r !� 4" DIAMETER CUT - „Al w W y 4 DIAMETER WT y R �D-304 y 1 - r "' OUTS. MINIMUM 3"' �k� �cey OUTS. MINIMUM 3 • y Wil' # 40 5-50 :r y ' 4• CUT OUTS PER INLET " �; �'. '" CUT OUTS PER INLET '`1':'-. a� •V 1 �� St r w STRUCTURE TYP.s o- .I� " STRUCTURE TYP. I { 200 5-15 y '' - -~V + r + * w �� ' w w w y W ,4 w '� 'ti- - ' • THE MATERIAL SHALL BE LOOSE AND EASILY BROKEN INTO SMALL PIECES: (J') L .. - 2 - '•- - ...W/AWA97/11iW//AY/Af•r •. .- _ , - r v , '�`"y - < �'z , �! • IT SHALL BE WELL MIXED AND HOMOGENOUS. y 'Y 'Y 77.5.13.1i:- �� _ 1 4 4+ �,_ ? y: d■ , -. 1A+ f ■ . •• IT SHALL BE FREE OF WOOD PIECES, PLASTIC, AND OTHER FOREIGN MATTER. LLJ + a r •- �"--•".15::::::::....„ I �• y2 • •f, ;a' LONA• MODIFIED CG-30:,, •.1 • IT SHALL HAVE NO ViSiBLE >REE WATER. 1 I" w/ p's• 1` `. :--ter •• TRAPPED CATCH BASIN, BASIN, : - SEE DETAIL 403• `y I- 4 +• a 4 �='3- 0 - NYLOPLAST OR-APPROVED CHECK DAM AS • 9 p •, . _ FLO 't' Y W * j {G'''� E'`p v _ ,a, EflUAL. t8" MIN. NECESSARY. (SEE NOTE 3) COMPOSTc:LI Z • y y2 ., f T�-'':•�'.,44: SEE DETAIL 407 - - i , A TiiE COMPOST SHALL BE DERIVED FROM PLANT MATERIAL AIVD PROVIDED BV A MEMBER OF THE U$ COMPOSTING 0 ! 1 �• - COUNCIL SEAL OF TESTING ASSURANCE (STA) PROGRAM. SEE WWW.COMPOSTINGCOUNCIL.ORG FOR A LIST OF LOCAL V Q • W W e Q.:- 30" MIN 6" 4" EXPOSED MIN. PROVIDERS co •,. + # �� r 12"THICKENED CUR8 TREATMENT AREA jj SIDEWALK DRAINAGE SILICONE SEALER TO T ' - I I ,r, TOP OF LINER 3" Tri p 4' m.,........ SEE DETAIL ON SPIT. THE COMPOST SHALL BE THE RESULT OF THE BIOLOGICAL DEGRADATIONN AND TRANSFORMATION OF PLANT-DERIVED TOP Y" OF LINER, LLI 0 .c0 Q� _ : `�. • �.,; F y u � 1 .■ 037 I.�; 4 BBAI#dT2a•b.C.1N)S'ID CIbEoi4o01�;. MATERIALS UNDER CONDITIONS DESIGNED TO PROMOTE AEROBIC DECOMPOSITION. THE MATERIAL SHALL BE WELL BELOW TOP OF STORMWATER o p / y - __ � �2" MI ��a••„ 1. II{TOS DE NALK FACILITY TOPSOIL IfRWIIE WIENER TO TOP Ei CL ai f .. M °� J #18' MAX_ - •�.r.i. COMPOSTED, FREE OF VIABLE WEED SEEDS., ANP STABLE NI/71-1 REGARD TO OXYGEN CONSUMPTION AND CARBON DIOXIDE E yea tP�` A 7E • r •• t v VARI S. EDGE OF FLAT BAR p +I� o r * !S f 4" MIN RONO DEPTlI WITH 2" COMPOST MULCH GENERATION, THE COMPOST SHALL HAVE NO VISIBLE FREE WATER AND PRODUCE NO DUST WHEN HANDLED- IT SHALL _ O z .. C°N .Ni,cc Gy x r • _ _ MEET THE FOLLOWING CRITERIA, AS REPORTED BY THE U3 COMPOSTING COUNCIL STA COMPOST TECHNICAL DATA SHEET m •11.11i�11 r'"11-11, _6 PROVIDED BY THE VENDOR. -, .4. - li=,il= X11=11-11. rs 1$" MIN. GROWiNc MEDIUM - y y W Y 6" , ,-11.*11 1-11=11'-11 + >--. . Ili .. . . . • y aI0Ia� ;� 3" DEEP (3/4" - 1./4"} CLEAN CRUSHED • WOW OF THE MATERIAL MUST PASS THROUGH A 1/2•INCH SCREEN. P.M 0 y j r , �� +�.' kR . DRAIN ROCK • THE PH .OF THE MATERIAL SHALL EE BETWEEN 6 MIN. AND 8.5 MAX. 1I Vo. ,r t4.� I y,.:r. �=- _.r,� 15" DEEP (1-1/2" _ 3/4") CLEAN CRUSHED MANUFACTURED INERT MATERIAL {PLASTIC. CONCRETE, CER,AMI.CS, METAL. ETC) SHALL BE LESS THAN 1.❑76 BY1:24 1 *, i r'�:' DRAIN ROCK WEIGHT. 3 .y '� e ' • THE ORGANIC MATTER CONTENT.SHALL BE BETWEEN 3a AND 70% (DRY WEIGHT BASIS). ' 2"X Y4" ANCHOR r , -o .A, 4 DIAMETER CUT •-, :. PERFORATED DRAIN PIPE. 8" 1W. SEE NOTE 7 : SOLUBLE SALT CONTENT SHALL BE LESS THAN 6.0:MMHOS/CM. ^ U CO y w OUTS. MIN 3 PER. SECTION A-A • MATURITY INDICATOR SHALL BE GREATER THAN 80% FOR GERMINATION AND VIGOR. 12" O.C. ` co ..STRUCTURE. ATTACHED •LINER: SEE NOTE B. • STABILITY SHALL BE 'STABLE' TO-VERY STABLE'. �^ 18" MIN DIAMETER DRAIN- SPLASH ROCK C 1 co BASIN, NYLOPLAST OR 18" MIN DIAMETER DRAIN- AROUND cEOTEXTlL • CARBON/NITROGEN (C/N) RATIO SHALL BE LESS:THAN 25:1. CURB APPROVED EQUAL. STRUCTURE NOTES CY BASIN,03 NYLOPLAST OR TRACE METALS TEST RESULT '_ "PASS."' YS MIN. NON SUMPED APPROVED EQUAL. 18" ALUMINUM FLAT LL MIN SUMP REQUIRED. I. PROVIDE PROTECTION FROM ALL VEHICLE TRAFFIC; EQUIPMENT STAGING, AND FOOT TRAFFIC IN PROPOSED CONSTRUCTION BAR, 2" WIDTH FACILITY AREAS PRIOR TO. DURING. AND AFTER CONSTRUCTION. f� 3 2. .SIDEWALK ELEVATION MUST BE SET ABOVE CHECK DAM AND INLET/OUTLET ELEVATIONS TO ALLOW OVERFLOW STORMWATER FACIUTY BLENDED SOIL: �� ;�; O Q aTO DRAIN TO STREET OR PIPED OVERFLOW SYSTEM AS APPLICABLE. • PROTECTION OF THE SOIL - THE MATERIAL SHALL BE PROTECTED FROM ALL SOURCES.OF CONTAMINATION, 30 MIL IMPERMEABLE LJ._I 0 3. PLANTER SHALL BE FLAT BOTTOM IN .ALL DIRECTIONS TO WITHIN 1 INCH. CHECK DAMS SHALL BE PLACED INCLUDING WEED SEEDS, WHILE AT THE SUPPLIER, IN CONVEYANCE, AND AT THE PROJECT SITE. LINER Q WET AND WINTER CONDITIONS - HAULING AND PLACEMENT OF THE MATERIAL WILL NOT BE ALLOWED WHEN THE 0 ACCORDING TO INDIVIDUAL PROJECT PLANS PER DETAIL 406. PROVIDE 2• MIN FREEBOARD. I jWEATHER IS TOO WET oR THE GROUND IS FROZEN OR SATURATED' AS DETERMINED B.Y THE OWNERS 4. STREET SIDE CURB NOTCHES TO BE LOCATED AS IDENTIFIED ON PROJECT PLANS. O U REPRESENTATIVE. 0 5. SIDEWALK CURB NOTCH: 1" LOWER THAN SIDEWALK, SLOPED TO FACIUTY. SIDEWALK DRAINAGE NOTCHES • PLACEMENT OF THE SOIL - PLACE THE MATERIAL IN LOOSE LIFTS, NOT TD EXCEED. 8 INCHES EACH AND EACH SHALL ALIGN WITH SIDEWALK CONTRACTION JOINTS AND LOW POINTS. LIFT SHALL BE COMPACTED WITH A WATER-FILLED LANDSCAPE ROLLER. DO NOT OTHERWISE MECHANICALLY 6. 30 MIL IMPERMEABLE LINER OR. APPROVED EQUAL SHALL BE USED ONLY IF REQUIRED ON PROJECT PLANS- PER COMPACT THE MATERIAL. tD ROAD AUTHORITY OR AGENCY. • TIMING•OF PLANT INSTALLATION - WEATHER PERMITTING AND AS APPROVED. INSTALL PLANTS AS SOON AS a7. PERFORATED PIPE IN UNLINED FACILITIES: BOTTOM OF PIPE SHALL BE SET AT 2 1/2" ABOVE SUBQRADE. POSSIBLE AFTER•PLACING AND.GRADING THE SOIL IN ORDER TO•MINIMIZE EROSION AND FURTHER COMPACTION. I . LINER TO EXTEND FROM 3" BELOW TOP OF TOP SOIL NCTFS PERFORATED PIPE IN LINED FACILITIES: BOTTOM OF PIPE SHALL BE SET AT BASE OF DRAIN ROCK LAYER- • EROSION CONTROL - TEMPORARY EROSION CONTROL MEASURES ARE REQUIRED UNTIL PERMANENT STABILIZATION o '8. HYDRANTS, UTILITY POLES, OR ANY UTILITY BOXES PLACED WITHIN PLANTER MUST BE APPROVED BY MEASURES ARE FUNCTIONAL. TO THE BOTTOM OF EXCAVATION. 0 1. PLACE STRUCTURE ON 3/4" TO O" BASE ROCK PLACED OVER NATIVE SUBGRADE. JURISDICTION IN`WRIIING. • PROTECTION OF THE INSTALLED SOIL - IN ALL CASES, THE PROTECT INSTALLED MATERIAL FROM FOOT OR In a co 9- ACTUAL ELEVATIONS AND DIMENSIONS TO BE CONSTRUCTED AS IDENTIFIED ON PROJECT PLANS. EQUIPMENT TRAFFIC AND SURFACE WATER RUNOFF, INSTALL TEMPORARY FENCING OR WALKWAYS AS NEEDED TO 2. 3 INCHES OF CONCRETE IS REQUIRED ON ALL SIDES 1�,// j f0. ENSURE THAT A DOWNSTREAM CATCH BASIN IS IN PLACE FOR EMERGENCY OVERFLOW. KEEP WORKERS. PEDESTRIANS. AND EQUIPMENT OUT OF THE AREA. UNDER NO CIRCUMSTANCES SHOULD OF ATTACHMENT. MATERIALS AND EQUIPMENT BE STORED ON TOP OF THE INSTALLATION AREA. 3. APPLY SILICONE SEALER TO CLEAN CONCRETE SURFACE. at OVERFLOW/INLET LIDA STREET SIDE LIDA LIDA BLENDED SOIL LIDA STRUCTURE PLANTER WiTHOIJT SPECIFICATION FOR irServices HANDB G�eanWadlcr IeanWat N STREET PARKING HANDBOOK � Services VEGETATED LIDA FACILITIES H�'NdgUUK N DRAWING NO.. 4{)7 Q6 , REVISED 04-16- DRAWING NO. 79a 16 LINER ATTACHMENT HanmiGlobal Partner o DRAWING NO. 795.1 ,�` N.T.S.• 808 SW 3rd Ave., Ste. 300 a cleanwater servi. Low Impact Development Approaches Handbook 133 122 Law Impact Development Approaches Handbook ClemnVL�ate tScrvices 126 Law Impact DevelaprnentAppr❑aches Handbook ClcanW r Services Portland, OR 97204 N Phone: (503) 287-6825 Fax: (503) 415-2304 I www.otak.com a) 18056 C18056C506 o Project No. Drawing No. M ii Sheet No. 05. 6 a ET_ Otak, Inc. 2017 XREF LIST Ltscale: 30 Resolved / -' / r- o C18056X001 CLASS "A" NATIVE BACKFILL CLASS "B" GRANULAR BACKFILL �_ STRADDLE KOCC A18056xBLDG PER DETAIL 200(TYP) TUALATIN VALLEY WATER TO LOCAL PLUMBING / ~ C18056X231 / w 0 DISTRICT STANDARDS CODE STANDARDS a> C18056X600 ____A________ ::€ / - 518056x190 AC PAVEMENT REPLACEMENT. RETAINER GLAND DISTRICT A o°`1ED = �' 0' 5' 10' SEE NOTE 4. c SPGGL FUN PE FLANGE CGUPUNG ADAPTOR ... O MEMMEMMEMMEM --Images-- MOUND EXCESS MATERIAL TO ALLOW 6" MIN. SEE NOTE 4. SEE N07E 1 M 7 a' Det1 O,-install FOR SETTLEMENT. CONTRACTORrl SEE"OTE 3 - i FOR SEWER WITHIN PURL KALE IN FEET �' SAWCUT CLEAN EDGE FOR FLOW Det8 SHALL RESTORE ALL LANDSCAPING AC PAVEMENT REPLACEMENT. ;' 9,iLl IBJ;_p RIGHTS-OF-WAY SEE Et Detail_10 TO PRE-EXISTING CONDITIONS. SAND SEAL JOINT. SHEET C4.2 tZ DETAIL_21 U D 13 5+00 m aUi Q Detai,-tractor EXISTING Z U XISTING �� W 6•"� EXTEND DUCTILE IRON PIPE (� DETAIL_BF100 GROUND ¢ AC PAVEMENT MIN 5'MIN. OUT OF VAULT TO S �` I 1 � l J N PROTECT FROM BREAKING C (I) DETAIL_BF200 I DUE TO VAULT SETTLEMENT. w 3 `\ ' /`\ ' -,,,W,;-e-47#715-7' ! ! ' ROADWAY LADDER MEETING OSHA � Q8 x6 T,�P WITH golli0 �./ REOUIREYENTS 7" a 'C m ,,\$,,,;/,'\\:-.i..-_,:-4_-4...4..;.-2.,.-2,-_-_,,...,,, BASE �LJ SEE DETAIL sw AND SPECIFICAIIONS 6 GAT VALVE o °' z " %%:% %:%%� �_ � //\/ DOUBLE CHECK VALVE ASSEMBLY PLAN z � � _ _ _ 1/77\3 8" WATER SERVICE a CLASS A � / 3� SEE SHEET C4.2 NATIVE / i%% %� = - =*/� CLASS "B" 3/4"-O" /� *;,\;,N�� 'T-!�-!�'! •- N TO CURB OR BACKFILL '\\� !�!�!� .< z GROUND LINE DAYLIGHT �/ / CRUSHED ROCK 3•MIN "MAXI �ii., i„,ii.. :�:�� /� {/'ter �`�� ' l % I Il _ •-•-•- \ GRANULAR BACKFILL _ !/1/�tihJ�� +__ �i`yl✓1�� - 011 O 1 • •-• .• ?-5:.";'4.; . 1 •5 // 12„ 3`MIN l I \._,7 Q W 9/O�O `\\,\, • • 1 • • \� CLEARANCE ON •' 4 " (V Z �� -•f ISOLATION BALL VALVE - A� W i PIPE N\ z-•• =''.'•'•' �. CVALVE PEENEO r IRR ' to ro o 0 pi = ZONE ,\\/ •'' `•' +r`< SEE NOTE 5 �' (Y Q 15 4 ^ U s- Q a' / PIPE OD ' / �' FLANGE COUPLING ADAPTOR CCU 4 Q �\ ` ,=' -.-,= 1=4/� n 1 - - INLINE CHEM VALVE - 4 J `' i► _-.._,_-.:_._.v., -6 PIPE BASE - 11 - BYPASS PER ��/�� ' 6„ /?./ �,�j.�%`� 6„ s �i TVWD DTL n 4 a A w 4 SMIIII' I'� I•4d•4 ( CI 704C TYP. 0 TYP. I l�! a a CONCRETE BALLAST II MIN12" . 181 -� U) a a J24" MIN. SEE NOTE 2 .,- MIN �� ® r .� - a_ BACK OF WALKalt NOTES; r- DAYUGHT OR i .,• ,'� 4,r•v • F 15 PROVIDE7/3-HORSEPOWER A a A O♦ ,..�r.i.••�!_!: r MIN STAINLESS STEEL SUMP PUMP. A 2_......j.--- 11 1. PIPE ZONE MATERIAL SHALL BE 3/4"-0" CRUSHED ROCK GRANULAR BACKFILL epAk� Q a 007 r. U II SSEEUMP DETAILS. AND 320 FOR A 8 DIPS A a COMPACTED TO 95% OF AASHTO T-99. �� L �� a a Il 2. CLASS "A" NATIVE BACKFILL MAY ONLY BE USED OUTSIDE OF PAVED AREAS AND ELEVATION 1,1 i\ A Q A If A A REQUIRES DISTRICT APPROVAL. BACKFILL SHALL BE COMPACTED TO 90% OF AASHTO T-99 IN LIFTS NOT EXCEEDING 18" (LOOSE MEASURE). RETAINING L_, m UTILITY BILCO NOTES: WALL Q 0 ( /1 00 3. CLASS "B" 3/4"-0" CRUSHED ROCK GRANULAR BACKFILL SHALL BE USED WITHIN PAVED SIZE VAULT * DOOR * 1. All CONTRACTOR TO SEAL AOPENINGS IN VAULT WITH 3 RIGHT OF WAY rn AREAS. BACKFILL SHALL BE COMPACTED TO 95% NGN SHRINK GROUT p U OF AASHTO T-99. 3 660-WA J-5AL 2. CONTRACTOR TO INSTALL CONCRETE BALLAST 3 CU. I 4 577-WA J-5AL YYDSHM N AROUNDGUBASE EROF VAULT WHERE FLOODINGOR n © A U 4. SAWCUT WIDTH AND AC PAVEMENT REPLACEMENT SHALL BE PER APPLICABLE I 6 676-WA J-5AL 3. CLEARANCE BETWEEN WALL AND DEVICE S"MIN., I f JURISDICTIONAL REQUIREMENTS. 12"MAX..EXCEPT a"MIN, e`MAX. FOR 660-WA VAULT I 0 ' o N I 8 687-WA JD-3AL 4. 1HRUST BLOCK 1'-O•MIN THICKNESS - _ I I 10 5106-LA JD-3AL 5. FOR USE ON FIRE SERVICE UNE. FOR DOMESTIC ACCESS © I_ a w 5. IF THESE SPECIFICATIONS CONFLICT WITH THE SPECIFICATIONS OF ANOTHER APPLICABLE �"`E SEE DETAIL BF 101' PROPERTY LINEOH JURISDICTION, THE MORE STRINGENT SPECIFICATION SHALL GOVERN. •"OR EQUAL"APPROVED BY DISTRICT ENGINEER EASEMENT HDCVA 8" CO� I Q Tualatin Valley Water District DESIGNED:PDB DATE: 6/1/2012 Tualatin Valley Water District DESIGNED:PDB DATE:6/1/2012 © PVC _ ` Ch � -7111.141.4712°. i i l 1.AAAA 7 TYPICAL TRENCH DETAIL �� APPROVED:MFK DOUBLE CHECK DETAIL I O © 411 FDC L I NE (\�a^ mei 2� APPROVED:MFK �^ i .i 1850 SW 170th Ave. Beaverton,OR 97006 VALVE ASSEMBLY 1850 SW 170th Ave. Beaverton,OR 97006 BACKFILL 1 0 (503)642-1511 www.tvwd.org SCALE'NONE B F 1 OO •.. 2 (503)642-1511 www.tvwd.org SCALE:NONE / Z/ y ....1 O • I'DC f FDC M� M� _ I I D1�'' 2W © 811 C00 PVC \ 6IO PVC HYDRANT BEHIND CURBTIGHT SIDEWALK i o FACE OF CURB STRADDLE BLOCK TO ITRICT VALLEY WATER TO LOCAL PLUMBING 411 C900 PVC PER DETAIL zoo(TIP) DISTRICT APPROVED DISTRICT STANDARDS III} CODE STANDARDS 118" MIN / �� . RETAINER GLAND BACKFLOW DEME - I EXTEND DUCTILE IRON PIPE 24" MAX 4"x4" TEE WITH NOTE: NOTE 3 5'YIN.OUT OF VAULT TO 1-11p1��• -:4,.. 611x411 REDUCER CONTRACTOR SHALL POTHOLE EXISTING PROTECT FROM SEED TE 1x PE g.• ° TO Bim' "'E''T' 18" MIN 0 REAKING BREAK3" :AN), NGEO _ WATERLINE PRIOR TO TAP TO CONFIRM Z �i 6" _ LOCTION AND ELEVATIONS . CONTRACTOR TO FLow co rl.,l -. COORDINATE WITH TUALATIN VALLEY WATER : r -r1`� \� / �' .1 ... . : : : : DISTRICT. •pft_ -=� FLANGE COUPLING ADAPTOR ` P MIN l6 T i \ ` ` O I�\� �/ OPTIONAL FIRE DEPARTMENT �� CONNECTION. CONTACT LOCAL FIRE41 iieO �< MARSHALL O p LADDER MEETING OSHA , REQUIREMENTS 7•� '� . , 'e. SEEaFlCAnL3>N005 AND - 6" CLASS 52 DI PIPE 11410 ; TVWD DCDA/DCVA ENLARGEMENT A-+ z PLAN ALTERNATE FOC LocATI°N ~ s.:*,, -,1 /�\' ILL = 10 L C 6.0 O © . / O -AIN TO CURB OR O GROUND UNEI DAYLIGHT 3•MIN 'MAX E ;��t J�� ' -- -',4'44....•''4". `, •*...• `' /! 4 l 1.,A HYDRANT IN PLANTER STRIP O Z 3•MIN 1 ;-4 ` S �m 1 - .% ISOLATION BALL VALVE _ _ 1 S" M I N VALVE 24" MAX w 0 JL., SEE NOTES et - - BREAK FLANGE I -A A INLINE aEGK VALVE 1 8" MIN I 3 MIN Q r o - _ t -. t 6 MAX CD . p i; 1 C SDr,_ _,,,,,, , ,_, (1/7) F-- Z 8 �� v ,. 4,•, ,S. PATER CONSTRUCTION NOTES (PVT) GENERAL NOTES II ..U �SEE NOTE 2ALLASi 112- 4,-,,,...„MIN `1 1fks� •� LI_ rAL '17:1, I r 1Q INSTALL 8"x4" MJ TEE W/ 4" GATE VALVE (MJ) I. CONTRACTOR SHALL POTHOLE EXISTING WATER LINE 0 3 I 15" 4CY o . c ' "S" • r M PRIOR TO TAP TO CONFIRM ELEVAT I ONS. ' '""'' KEYNOTES: LLJ c_) II A. VALVE BOX ASSEMBLY PER DETAIL D. MECHANICAL JOINT WITH GRIP 2Q INSTALL 8" 90° MJ BEND COORDINATE WITH TVWD (TYP-ALL). �� M No. 3. FOLLOWER. ALL JOINTS IN Q o ELEVATION HYDRANT ASSEMBLY SHALL BE 30 I NSTALL 4" 90° MJ BEND O U 02. REFER TO TVWD FOR STANDARD VAULT LAYOUTS. i B. 6" GATE VALVE. WRAP TEE AND FULLY RESTRAINED. co VALVE WITH 3 LAYERS OF 8 MIL Lo U11UTY UTILITY POLYETHYLENE PRIOR TO E. 12"X12" CONCRETE PIER BLOCK 44 INSTALL 8" DOUBLE CHECK DECTOR ASSEMBLY PER TVWD 0o VAULT VAULT DOOR * BACKFILLING. ON UNDISTURBED NATIVE SOIL. DETAIL BF 200 SEE THIS SHEET 7BILCO SIZE �7H FDC * w/o FDC • NOTES: � TVWD TO INSTALL 12" IRR METER PER TVWD 2l¢' 575-LA 575-LA JD-3AL 1. CONTRACTOR TO SEAALL OPENINGS IN VAULT w1TH F. DRAIN ROCK POCKET. 4 CUBIC 11 10 O 3 577-WA 577-WA J-5AL NON SHRINK GROUT C. TEE. NEW CONSTRUCTION TEE 5Q TVWD TO INSTALL 4 WATER METER PER TVWD DETAIL DETAIL 605 2. aNTRAQTOR To INSTALL CONCRETE BALLAST 3 CU SHALL BE MJ X MJ X FLG. FEET MINIMUM. 6 I 4 577-WA 577-WA J-5AL YDS YIN AROUND BASE OF VAULT WHERE FLOODING 704C SEE SHEET C6. I ENA OR HIGH GROUND WATER EXIST CONNECTIONS TO EXISTING MAINS 'o I 6 676-WA 676-WA J-5AL a CLEARANCE KNEEN WALL AND DEVICE B"YIN..12" G. MAINTAIN MINIMUM CLEAR SPACE 0 INSTALL 1211 1 RR DOUBLE CHECK ASSEMBLY PER Oi 8 687-WA 687-WA JD-3AL MAX..EXCEPT B•MIN.9"MAX FOR E50-WA VAULT SHALL BE TAPPING TEE PER 1 1 4. DETECTOR METER TO READ IN CUBIC FELT DETAIL No. 8. THRUST BLOCK IN ALL DIRECTIONS PER DETAIL No. 66 I NSTALL 4" DOUBLE CHECK VALVE ASSEMBLY PER TVWD TVWD DETA I L BF 102 STUB 1211 1 RR L I NE 1.5' I 10 5106-LA 510EQUAL" JD-3AL 102. PLACEMENT OF CONCRETE DETA I L BF I00 SEE TH I S SHEET _'OR APPROVED BY DISTRICT ENGNEER REQUIRED ONLY FOR TAPPING TEE. BEYOND R/W FOR CONTINUATION BY LANDSCAPE Y AROUND HYDRANTS IS PROHIBITED. N CONTRACTOR HanmiGlobal Partner Tualatin Valle Water District I DATE:6/1/2012 Tualatin Valle Water District DATE 6/5/2013 �./' CONSTRUCT FIRE DEPARTMENT CONNECTION PER DETAIL I Valley DESIGNED:PDB DOUBLE CHECK y DESIGNED:PDB 808 SW 3rd Ave., FIRE HYDRANT SEE SHEET C6. I 12 1111 SCH 40 PVC P 1 PE Ste. 300 �u DETAIL DETAIL 2 Portland OR 97204 E (4�-a�, APPROVED:MFK DETECTOR t a„ 5 APPROVED:MFK STANDARD co B F 200 8 TAP EXISTING 16 WATER LINE WITH 16 x 8" TAP AND 111 ° Phone: (503) 287-6825 N 1850 SW 170th Ave. Beaverton,OR 97006 1850 SW 170th Ave. Beaverton,OR 97006 1 3 I 90 BEND 'n (503)642-1511 www.tvwd.org SCALE:NONE ASSEMBLY (503)642-1511 www.tvwd.org SCALE:NONE INSTALLATION 1 0 1 811 MJ GATE VALVE PER TVWD DETA 1 L 8 SEE SHEET C6. I. z Fax: (503) 415-2304 1 • CONTRACTOR TO COORD I NATE LIVE TAP WITH TUALAT I N 0, 1111 GATE VALVE www.otak.com o VALLEY WATER DISTRICT. 2 18056 P18056P600 0, CONSTRUCT FIRE HYDRANT PER TUALAT I N VALLEY WATER 15 TAP EX. 4" WATER LINE W/ 1211 TAP AND VALVE Project No. Drawing No. DISTRICT DETAIL 101. 1611X611 TAP W/6" GV (FLXMJ) ON C6 . 0 NEW FIRE HYDRANT ON SW OAK STREET. ii Sheet No. -.5 a Otak, Inc. 2017 XREF LIST Ltscale: 30 Resolved 36" WIDE (- JOINT TRENCH 6 o C18056X001 o N A18056xBLDG 24" WIDE 18" WIDE z 018056X231 SINGLE SINGLE FINISHED GRADE Lu m TRENCH TRENCH o L_ 018056X600 518056x190 0 ° aa z E --Images-- g a) Det10,-install \\ \ \�w o Dct et8 /�\ \ l \/\ TEE, (MJ) (SIZE PER PLAN) -o Detail_10 CD DETAIL_21 /�\ I \/�\/ Q Detaintractor FDC SERVICE REFERENCE CENTERLINE \�\ ��\\ 00 DETAIL_BF100 INSTALL KNOX (SEE PLANS FOR LOCATIONS) �I� \ •��\/ �I GATE VALVE W/VALVE DETAIL_BF200 LOCKING CAP I \ \\ l \ \% I BOX AND LID (SIZE H o o SEE NOTE 2 2 1/2" SINGLE SNOOT ///, �l �- Li.' ��j\�/ -- PER PLAN) �� FDC w/ CAP & CHAIN \\\\ vii11 4" OR 6" DOMESTIC TO �, _ UTILITY TRENCH �� \ �� II 4 • , BLDG SPRINKLER ROOM z Q BEDDING & �� I z \ II (SIZE PER PLAN) PIPE 2" GALVANIZED BACKFILLHEETC6 OEE �� I �� -e----J,C> 11 l L ��\ ro , / WATER/FIRE SERVICE PVC TO STEEL \//\ VARIES; I //� REFERENCE MIN VARIES; 4 \- . .S\,4, o Ico co� REDUCER ,/\ I �/\ (SEE PLANS FOR �-` 9� �O /� SEE PLANS //�' SERVICE LATERAL Com_ SEE PLANS FOR � G,/ z o� ) K, \ \ \ \ LOCATION o_ z 0 I„ FOR LOCATION \ \ INSTALLATION LOCATIONS I I 4 PVC C-900 / (12" MIN.) I // (12" MIN.) Lu �/ j8»X8" TEE (MJ) I/ \/\ I l w V., I .�- \\ /\/ (V.1 \ A 4" OR 6" DOMESTIC _ _ _ _ ROOM (TYP) / � ° •i• ° /to �/\ I \\ 4" OR 6" DOMESTIC BUILDING -\ .�', f INSTALL MIN 24 X 24 X 24 // // z co \\\V /' (DOMESTIC) l a% ! / BASIN OF 3/4"-0" DRAIN ROCK \/, \ I � LATERAL WATER SERVICE I I at ,w;08` I c.--,• //�%� 8" (FIRE) / �V//\ V//� 0=1 4 "•�� •��j�j\��,.\\ BUILDING j \\ \Y \� . \ 8" I-'-I -_, 8" FIRE SERVICE LATERAL nn 1/2" BALL DRIP VALVE- �' LATERAL �� / // // // . WATER QI iJ SERVICE , \\ /\ / / \ (FIRE) T I o INSTALL VALVE BOX NOTE: \// \ \//\//\/� oo �� j 1. BUILDING FIRE PROTECTION FDCS WILL BE PLACARDED \�. �\ \�\\� M/ I- TO IDENTIFY THE SYSTEM THEY SERVE. THE FIRE �// \>\/ � pp DEPARTMENT WILL PROVIDE COLORED REFLECTIVE \�\\\\\�\\‹�\\� SUITABLE UNDISTURBED I a' TAPE FOR INDICATING THE TYPE OF SYSTEM SERVED. `// // // �/ /- ,/ NATIVE MATERIAL 18„ 0 o \�\\�\\�\\�\\X 8" WATER MAIN - ��nn 2. FDC SHALL HAVE LOCKING KNOX COMPANY BRAND PLAN vU MODEL #3043 INSTALLED PER OFC SECTION 912.3.1 SECTION a w TYPICAL FDC DETAIL AND NF&R. a o (FIRE DEPARTMENT CONNECTION ASSEMBLY) I FIRE, DOMESTIC AND BUILDING SERVICE LATERAL LOCATION AND TRENCH DETAIL 2 N.T.S. C6. 1 N.T.S. C 6.2 cr STRAP/SLING /\//\//\//\//\//\�/.\�/.\�/\//\//\//\//\//\//\/\ STREET SIDE 14'-11i" • CUSTOMER SIDE O PIPE WRAP/ O .%\/\/ /\/\/\/�/�/\/\/�/�/\/\/�/� ° ' 42-5"-7-4" 90 BEND MJPE ENCASEMENT- FINISHED GRADEPM /\/\/\/ :��\�/��. .7 /y /\/�\ \/\//\i 2 8 WITH 4" ME GLANDS / . , ..a• II. 1 -0 (TYP) _ , . e Q3r ►e• ' -• ' 1'-0" 4" GATE VALVE FLG •_0 ;.. .... . .: . 3'-B�� MIN .. VA ,� .�:.• •. e. �• • s •'' • / MIN rMIN 1'-0" 4" DIP (TYP) \ 'r'"ta? 1-�� / 4:. h� N. ��AA� �� .. ° -•. : 4: � �A �A \ t MIN 6., GLASS ..B.. %��//////��//��//\///�//%v//��//�V�/�/�/.�//w� 12" MAX. Ei III ! BACKFILL 24 \/V�/,/,,,,, 4 - • 4` a; ' - �: . : : • -./ 311 IMspj t - Istel Isl U Is 0 0 //v , :7 . , ‘ �I � ��,, -- 11011 II � 4" TEE 4" GATE VALVE MJ al - c:11 Z - �� - XC El % u alw1s4ININIg , . �.� �. . �.� t STRADDLE BLOCK PER - 14.,.. -...-am 4 I L II =i -"-y-'"-.s i �-�._ ^,� w DETAIL 200 (TYP) .a y 4" SPOOL FLc X PE 1a F Lc / // i41.E 11 0 O ! ' ! ! 4.. SPOOL ELc '........'"-SUMP O /j\\EVE\\��,1\,/,� A, ,�\ k\%\/\%\� ii 0 U O , 1 x PE 5 FT LGJ ` = w SUMP PUMP OR DRAIN C �, TABLE 1 PLAN PER DETAIL 310 (- n/ PROFILE VIEW 1 1 UTILITY VAULT 675-WA-TVWD WITH SYRACUSE d - d it LL z0 1 cHD „AL OR BILco JD-3AL DOOR AND A 1 BRANCH THRUST BLOCK �� 0 �-, O - PIPE DIA BEARING AREA LADDER MEETING OSHA REQUIREMENTS (SEE k it d it - w 1 DETAIL 300). SEE NOTE 1- EXTERIOR TO BE '`- 'T ( y` �� o, I (IN) (SF) FINISHED GRADE TO EQUALSEALED WITH CRYSTAL SEAL OR APPROVED �� T i/ i d i `F-F'..,/ /' W d I- J - 4 1.3 SLOPE AWAY FROM -- �� ', 7t " "'S ( -- 'LJ�. @ F VAULT LID DRAIN TO CURB 2' I it "R � -- t-- it 4 1 w 6 2.8 3" MIN 6" MAX �I r ' l 0 ._ 8 5.0 o �/- a I1Ji;,i riLL /� �. w. I I II I IIIII I II II � ''• "'�'' a .' , -�y'-': r'�''/ -LII, .-... t • ,Vs 11 (. � %% /�i�i�i�i�i� 151 [� C� 0 12 11-3 �a P � � ��/w �/��/�/��/� „ ,,/ 1111 W CO 4,_t„ TO ,- i /V,/��///VV/vA�/\yA. \//v//.\A�/\//.✓/v� '` Cr) Z 4'-9" VALVE CAN \ '<� ter' '.'-'77,7- 4, KEYNOTES; TWO LAYERS OF TAPE WRAPPED ,v-7, o ` PER DETAIL 3 /y/`B-y/j\ /\j:''j �_ A. CONCRETE THRUST BLOCK POURED AGAINST UNDISTURBED EARTH. THRUST BLOCK - i ' ALL THE WAY AROUNDLI- SIZE SHALL BE PER TABLE 1 AND SHALL NOT BE LESS THAN ONE FOOT IN ANY k �„ '' ail Ill' ■li■11I - IR��i� Is KEYNOTES: \i;;;\ i ;% ;\ iii\\\/\', 'A';\ i 7'-2" :I �1 .11• III 1 R .I I JII U. JII _ II ` - ► 0 o DIMENSION. CONCRETE SHALL BE CLASS 3500 (6.5 SACK MIN.) 12."- I 18'i,'I 1. CUT THE POLYETHYLENE TUBE TWO FEET LONGER THAN PIPE AND SLIP OVER PIPE AS A. OLYMPIC FOUNDRY VB91O (OR APPROVED EQUAL) VALVE BOX AND COVER WITH iX B. WRAP TAPPING SADDLE AND VALVE WITH 3 LAYERS OF 8 MIL POLYTHEYLENE PRIOR MIN � SHOWN. W 0 �� CONCRETE BALLAST uaz. .,. .,..,. �, r CHECK VALVE :.Wa. CAST IN TOP SURFACE. VALVE BOX SHALL BE PLUMB, CENTERED ON AXIS TO POURING THRUST BLOCK AND BACKFILLING. EXTEND POLYETHYLENE 6 MINIMUM SEE NOTE NO 2 I' 1 E J; OF OPERATING NUT, AND SHALL NOT REST ON OPERATING ASSEMBLY. i BEYOND SADDLE AND VALVE AND SECURE TO PIPE WITH POLYETHYLENE TAPE. r•MIN., ? 1. SPREAD THE POLYETHYLENE TUBE AS SHOWN SO THAT ENOUGH IS LEFT TO PROVIDE _ 43111.. C. STAINLESS STEEL TAPPING SADDLE WITH GASKET AND FLANGED CONNECTION. % 'ib B. UNPAVED AREAS ONLY: PROVIDE 24" SQUARE BY 4" THICK AC OR CONCRETE O U E - g A ONE FOOT OVERLAP AT EACH END OF PIPE. a D. LINE-SIZE GATE VALVE (FLG X MJ). ) A w+ .- PAVEMENT PAD. FOR CONCRETE USE 4 REBAR STEEL REINFORCEMENT OVER 4" ' " .fe ...sW,�\i 2. TAKE UP SLACK IN THE TUBE ALONG THE PIPE BARREL, MAKING A SNUG BUT NOT COMPACTED 1"-0" CRUSHED ROCK, REBAR SHALL BE 2" DEEP AND 3" FROM E. JOINTS ON BRANCH PIPE SHALL BE RESTRAINED PER DETAIL 21. ��j%� i�\� ��,•X.,\``<i�ix�ii, SUMP PUMP oR DRAIN o 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. 00 6" LEVELING COMPACTED ELEVATION 3/4-o CRUSHED ROCK CIRCUMFERENTIALLY WRAPPED TAPE ABOUT TWO FEET ON CENTER. (PE SHOWN LOOSE C. 6" TYPE SDR 35 PVC, D3034 PIPE SPACER- LENGTH AS NECESSARY- % GENERAL NOTES: 3/4-0 CRUSHED ROCK FOR DRAINAGE o COMPACTED FOR CLARITY D. OPERATOR EXTENSION REQUIRED WHEN VALVE NUT IS DEEPER THAN 60" FROM 0 1. BEFORE INSTALLING TAPPING SADDLE CONTRACTOR SHALL THOROUGHLY CLEAN PIPE ) O a coo TO REMOVE ALL DIRT, ROCKS, AND OTHER FOREIGN MATERIAL FROM PIPE WHERE FINISHED GRADE, SEE DETAIL No. 5. i SADDLE WILL BE INSTALLED. 3. LOWER PIPE INTO TRENCH, BEING SURE THAT THE POLYWRAP IS NOT DAMAGED, AND E. WRAP VALVE WITH 3 LAYERS OF 8 MIL POLYETHYLENE PRIOR TO BACKFILLING. `v 2. SADDLE BOLTS SHALL BE TORQUED TO MANUFACTURER'S SPECIFICATIONS. NOTES: 1- CONTRACTOR TO SEAL ALL OPENINGS IN VAULT WITH NON SHRINK GROUT. MAKE UP JOINT. EXTEND PVC WRAP 6" MINIMUM BEYOND VALVE AND SECURE TO PIPE WITH 10 •p 2- CONTRACTOR TO INSTALL CONCRETE BALLAST 3 CD YD MIN AROUND BASE OF VAULT IN = MIL PVC PIPE WRAP TAPE- 3. CONTRACTOR SHALL ENSURE THAT GASKET IS PROPERLY ALIGNED AND FREE OF AREAS WHERE FLOODINGOR HIGH o WATER Exlsrs. 4. PULL POLYETHYLENE FORWARD FROM PREVIOUS JOINT OVER THE BELL AND SECURE IN F. VALVES 8" AND SMALLER SHALL BE MJ GATE VALVES. VALVES 10" AND % FOREIGN MATERIAL PRIOR TO TIGHTENING SADDLE. 3- ALL MATERIALS SHALL BE AS NAMEDD OR OR EQUAL. SUBMIT ALTERNATES FOR APPROVAL. J 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 MJ BUTTERFLY VALVES. 5- ORS 92.044(7) PROHIBITS LOCATING ANY UTILITY INFRASTRUCTURE WITHIN ,-ET. OF A G. 2" GERSQUSHRE OPERATING NUT. PRIOR TO TAPPING. SURVEY MONUMENT. DEVELOPER SHALL PAY FOR ANY RELOCATION OF SERVICES AND/OR Y 5. CONTRACTOR SHALL AIR TEST SADDLE TO 40 PSI PRIOR TO TAPPING. METER BOXES FOUND TO FALL WITHIN 1 Fr. OF A SURVEY MONUMENT VOCATION. 5. PULL POLYETHYLENE FROM NEW PIPE OVER THIS SAME BELL, PROVIDING A DOUBLE H. 8"X6" SXS 5DR35 SWR CONC. REDUCER CONNECT TO 03034 PIPE USING A 6. CONTRACTOR SHALL FLUSH AND PRESSURE TEST VALVE FOR PRIOR TO BACKFILLING. LAYER OF POLYETHYLENE AND SECURE IN PLACE AS SHOWN. COMPATIBLE PVC CEMENT. HanmiGlobal Partner Tualatin Valley Water District DESIGNED:PDB DATE:6/1/2012 Tualatin Valle Water District DESIGNED PDB " DATE 6/5/2013 808 SW 3rd Ave., Ste. 300 .I I _ �> _ 4 METER DETAIL Tualatin Valley Wate+District DESIGNED.SEA P E BAG INSTALL DATE:9/15/2015 _ Tualatin Valley star District DESIGNED:SEE( DATE 6'S/2a13 Portland, OR 97204 °° " e' TAPPING SADDLE DETAIL �-s^. �. MODIFIED DIPRA WET DETAIL e 1 TYPICAL VALVE DETAIL Phone: (503) 287-6825 cs, �� APPROVED:MFK �� APPROVED MFK � �/n I V JTALLAT �I V \ moi► � APPROVED:SLD ,+. .e.► APPROVED:SLD TT'NG 3 Fax: (503) 415-2304 1850 SW 170th Ave. Beaverton,OR 97006 1850 SW 170th Ave. Beaverton,OR 97003 1850 Std,` 170th Ave. Beav erten O 9700€ `n 1850 SW 170th Ave. Beaverton,OR 97006 SCALE NONE B Y CONTRACTOR 7 040 SCALE.NONE TRENCH M ETH 0 D 2 } SCALE:NONE www.otak.coln I SCALE:NONE 503 642-1511 www tvwd or 503 848-3000 www.tvwd.or (,C3 642 7 11 saw w tvwd org (503)642-1511 www.tvwd.org ) g ( ) g rn • 18056 P18056P600 o Project No. Drawing No. m C 6 1 ii Sheet No. -.5- 06 . 1 a Otak, Inc. 2017