The URL can be used to link to this page

Plans (24) PLM2O17-00178 RECEIVED MAYI52011 -6 a N a OAK STREET APARTMENTSCITY OF TIGARp z w ro BUILDING DIVISION 0 O a n Z C M O IMPROVEMENT PLANS (7) 0 w o m 0 Q TIGARD OREGON 12 F-- > W a L_L„ eL cr) L., ,_ LLJ W 0 L v3_ PROJECT SITE PROJECT SITE t„ J a c C (BUS PAD) H- (PED CROSSING) o S5 sw o APPLICANT = W W X=FOR REVIEW / APPROVAL WASHINGTON i Q Q E5 H- F- R=FOR REFERENCE ONLY (NOT PART OF PERMIT; SQUARE RD � NAME: AG SPANOS COMPANIES Q Cr) U, E � WILL NOT BE INCLUDED WITH AS-BUILTS) �,�. s o cj Sy, SW LOCUST CONTACT: JARED MAUCH =NOT INCLUDED °� 90��0 w�sy ;) ADDRESS: 10220 S(7W GREENBURG RD. < Q Z Z S°�'49e �` m CD Q BUILDING 2, SUITE 530 m Ro SHEET INDEX. o �; CD t TIGARD, OR 97223 ''� w ��Q PHONE: (503) 272-8833 X X X C 0.0 COVER SHEET �'2/8 a �� X co EMAIL: jmauch@agspanos.com X X X C 0.1 CITY OF TIGARD GENERAL CONDITIONS SW OAK ST OWNERY \ , ..., X X X C 0.2 GENERAL NOTES NAME: DBG PROPERTIES OVERALL PLANS C'TI`Y OF TIGARD �� • PROJECT X X X C 1 .0 EXISTING CONDITIONS/DEMOLITION PLAN Approved „,......,...�..,, CONTACT: SKIP GRODAHL R X R C 1 .1 OVERALL SITE PLAN Condit€onallyApproved....•.„......[ 1 a SITE OAK 1 ADDRESS: 2164 SW PARK PLACE R X X C 1 .2 COMPOSITE UTILITY PLAN See Letter to:Foiiow....„...„.......[ I o SPRUCE ST PORTLAND, OR 97205 R X R C 1 .3 OVERALL GRADING PLAN Attached (,� t4, X R C 1 .4 FIRE PROTECTION PLAN PermrtNumber: PL1;47.7:4564111e l OAK PHONE: (503) 944-6509w �, ,TO THORN ST Addr� ,QUO S,(�. Q [Z St U r ti J co GRADING PLAN By:.. l Date: 4--aa-a211cf '�q�aPLANNER / CIVIL ENGINEER X R C 2.0 SITE GRADING PLAN SHT 1 OF 2 w v' ti Q LANDSCAPE ARCHITECT X R C 2.1 SITE GRADING PLAN SHT 2 OF 2 0 ,,'Y = R X C 2.5 WALL PLAN AND PROFILE SW NORTH DAKOTA ST NAME: OTAK INCORPORATED R X C 2.6 WALL PLAN AND PROFILE II II {j II PLANNER: JERRY OFFER PUBLIC FACILITY IMPROVEMENTS ENGINEER: KYLE CHILDERS, P.E. X R R C 3.0 SW OAK STREET STA 0+00 TO STA 4+00 LANDSCAPE: DAVID HAYNES, PLA X R R C 3.1 SW OAK STREET STA 0+00 TO STA 9+50 ADDRESS: 808 SW 3RD AVE., SUITE 300 X R R C 3.2 SW OAK STREET STA 9+50 TO 11 +53, VICINITY MAP PORTLAND, OR 97204 SW 90TH PEDESTRIAN CROSS WALK, & N.r.s. PHONE: (503) 287-6825 SW 90TH AVEA E BUS SHELTER PAD EMAIL: kyle.childers@otak.com I X I I I C 3.3 SW OAK STREET SIGNING AND STRIPING ARCHITECTSITE IMPROVEMENT PLANS R X R J C 3.5 SITE PLAN SHT 1 OF 2 C NAME: KEPHART I R x R 1 C 3.6 SITE PLAN SHT 2 OF 2 E� CONTACT: JOHN BINDER ADDRESS: 2555 WALNUT ST. PUBLIC UTILITY IMPROVEMENT PLANS Z i -/ Q '% DENVER, CO 80205 X R R I C 4.0 STORM DRAIN "SD-1 " LINE co) / I • PHONE: (303) 832-4474 EXT. 7125 X R R 4.2C SOAK STREET STA 0+00 TO STA 4+80 I I I 1 1 S� EMAIL: ohnbC�ke hart.com X R R ISWOAKSTREET STA 4+80 TO STA 9+95 1 I 1 1 � ' 1 P X R R I C 4.3 LIDA FACILITY ENLARGEMENTS - - -71 - _ _ i I ," / 1 il ENVIRONMENTAL (WETLANDS) SITE UTILITY PLANS �+ I____�� 7=7___: I - - - - - R R X I C 4.4 SITE UTILITY PLAN SHT 1 OF 2 - - -� - SGI�AK_ST �. NAME: PACIFIC HABITAT SERVICES R R X C 4.5 SITE UTILITY PLAN SHT 2 OF 2 - - _ --- ! ^ _ _ _ .,�.:,, ... is ,,� _-- .�_- _ CONTACT: AMY HAWKINS l - ' �- - -- ADDRESS: 9450 SW COMMERCE CIRCLE, SUITE 18000 IMPROVEMENT DETAILS .111 X X C 5.0 STREET DETAILS 1 ''1� f � �� ® 1I I -I �� X C 5.1 STREET AND STRIPING DETAILS Z 0 1 I I �� 1 X 01 1 ] / =1 ' (i , 1 I I X X C 5.2 SITE DETAILS [i a 1 %�I _ i I II I :!;.....".1-..`=::::: a • - �� ,� I 1 1 + 1 I �' ' WILSONVILLE OR 9'7070 X R X C 5.3 STORM AND SEWER DETAILS N' w 3i� / z - IID I I I ! I U I 111'1 'I - X R X C 5.4 STORM STRUCTURE DETAILS �"`� r + , _ , , PHONE: (503) 570-0800 X R X C 5.5 STORM STRUCTURE DETAILS d., w O L.- ------,114 �- �-1-1-1 �� EMAIL: ah@pacifichabitat.com R R X C 5.5A CONTECH WATER QUALITY MANHOLE DETAILS CD I V / 1 IL -'' J I I I I f I I �� ' X R C 5.6 WATER QUALITY LIDA FACILITY DETAILS I TRAFFIC ENGINEER E� Q w 0 iIO , .L 1 !_IW4I) r-+ I I-�I_I�l ujj_I-I_IaI I i i I I NAME: KITTELSON AND ASSOCIATES I R X C 6.01 WATER SYSTEM DETAILS I _ 7 I I R X C 6.1 WATER DETAILS i-=- (n 0 Z , ' �� d CONTACT: KELLY LAUSTEN ADDRESS: 610 SW ALDER, SUITE 700 R X X C 7.0 ADS STORMTECH UNDERGROUND DETENTION DETAILS E , 0 . z v Za R X X C 7.1 ADS STORMTECH UNDERGROUND DETENTION DETAILS E-4 W a I / i PORTLAND, OR 97205 R X X C 7.2 ADS STORMTECH UNDERGROUND DETENTION DETAILS 0 ' PHONE: (503) 535-7439 R X X C 7.3 ADS STORMTECH UNDERGROUND DETENTION DETAILS n 0 0 Z t EMAIL: klausten@kittelson.com R X X C 7.4 ADS STORMTECH UNDERGROUND DETENTION DETAILS U U ' GEOTECHNICAL ENGINEER R X X C 7.5 ADS STORMTECH UNDERGROUND DETENTION DETAILS SITE LIGHTING PLAN Q , NAME: GEOTECHNICAL RESOURCES, INC. I R I x I I IP 1 .0 SITE LIGHTING PLAN O ' CONTACT: MICHAEL REED, PE or TAMARA KIMBALL, PE ' ADDRESS: 9725 SW BEAVERTON HILLSDALE HIGHWAY LANDSCAPE PLAN .��L`___ I R X L 1 .1 PLANTING PLAN WEST 1 _ _ _ BEAVERTON, OR 97005 R X L 1 .2 PLANTING PLAN EAST AND LIDA FACILITY PLANTING PLANS W 0 � = ~� -- �� `� L-� PHONE: 503 641 -3478 R L 1 .3 PLANTING LEGEND AND SITE DETAILS T �� `� ( ) X HanmiGlobal Partner ,� -- .._ 'N 7:_ �-� z - -_=_- ______ { R _ _ _ EMAIL: mreed@gri.com, tkimballCgri.com R X L 1 .4 PLANTING NOTES AND DETAILSEfl 808 SW 3rd Ave., Ste. 300 ��- ��__�` � �� ~ i OSI Portland, OR 97204 c. - SITE INFORMATION EROSION CONTROL PLANS Phone: (503) 287 6825 �• -----,_-_-____4 X X EC-0.0 COVER SHEET AND GENERAL NOTES - --_____A __� • _ Fax: (503) 415-2304 `�- �. OREGON X X EC-1 .0 CLEARING AND DEMOLITION PLAN www.otak.com s CITY OF TIGARD, WASHINGTON COUNTY, X X I EC-2.0 GRADING, STREET AND UTILITY CONSTRUCTION _ _ 1 N 1 W 35AC: TAX LOTS 4000, 4100, 4200, 4300, 4400 X X I EC-3.0 DETAILS 18056 C18056C000 1 N 1W 35AD: TAX LOT 1303 1:4 Project No. Drawing No. PROJECT MAP SITE AREA: 11 .17 ACRES 00. 0 SCALE.' 1 " = 1 00' sheet Otak, Inc. 2016 CITY OF TIGARD GENERAL CONDITIONS CITY OF TIGARD GENERAL CONDITIONS (CONTINUED) 1. THE PERMIT HOLDER MUST COMPLY WITH ALL APPLICABLE PROVISIONS OF FEDERAL AND STATE N LAW, THE TIGARD MUNICIPAL CODE, AND THE TERMS OF ANY AGREEMENT WITH THE CITY OF 22. A TEMPORARY HARD-SURFACE PATCH (COLD MIX A.C. OR HOT MIX BASE PAVING) SHALL BE 2 3 TIGARD REGARDING WORK TO BE DONE PURSUANT TO THIS PERMIT. PLACED ON TRENCHES WITHIN ROADWAYS AT THE END OF EACH DAYS WORK. NO TRENCH, ON N o N SITE OR OFF-SITE, SHALL BE LEFT AT ANY TIME IN AN UN-SAFE CONDITION. THE PERMIT 0 2. THE CITY'S STANDARD SPECIFICATION FOR TRAFFIC CONTROL IS "MANUAL ON UNIFORM TRAFFIC HOLDER IS RESPONSIBLE FOR AND IS LIABLE FOR HAZARDS OR DAMAGE RESULTING FROM THE N "' CONTROL DEVICES FOR STREETS AND HIGHWAYS", US DEPT OF TRANSPORTATION, FHWA, PROSECUTION OF THE WORK. o a c CURRENT EDITION. 0 -.. 0 23. WORK PROVIDED FOR UNDER THE PERMIT SHALL INCLUDE REPAIR OF EXISTING FACILITIES o - m 3. TRAFFIC CONTROL SHALL BE PROVIDED FOR BY THE CONTRACTOR IN ACCORDANCE WITH THE (ROADS, DITCHES, ETC.) AS MAY BE NECESSARY, IN THE CITY INSPECTOR'S OPINION, TO 2 CITY'S STANDARD SPECIFICATIONS AND, ALSO, IN ACCORDANCE WITH A CITY (JOB SPECIFIC) OVERCOME DETERIORATION OR DAMAGE WHICH OCCURRED IN CONJUNCTION WITH THE WORK APPROVED TRAFFIC CONTROL PLAN. A COPY OF THE APPROVED TRAFFIC CONTROL PLAN AUTHORIZED BY THE PERMIT. CORRECTIVE WORK SHALL BE DONE AT THE PERMIT HOLDERS SHALL BE AVAILABLE AT THE WORK AREA. EXPENSE. m v M s U 4. PUBLIC ROADWAY SHALL NOT BE CLOSED TO TRAFFIC, AT ANY TIME, WITHOUT HAVING FIRST 24. ONE AS-BUILT DRAWING AND PDF SHOWING ALL NEW PUBLIC IMPROVEMENTS, INCLUDING ANY OBTAINED WRITTEN APPROVAL FROM THE CITY ENGINEER. THE PERMIT HOLDER IS RESPONSIBLE REVISION MADE TO THE PREVIOUSLY APPROVED CONSTRUCTION PLANS AND, ALSO, ANY da FOR PROVISION OF TIMELY NOTIFICATION OF TRAFFIC FLOW DISRUPTIONS TO AREA WIDE IMPROVEMENT WHICH MAY IMPACT AN EXISTING PUBLIC SYSTEM OR FACILITY, SHALL BE 00 EMERGENCY SERVICES (TIGARD POLICE, DEPT. TUALATIN FIRE AND RESCUE) AND TO TRI-MET PROVIDED TO THE CITY BY A REGISTERED CIVIL ENGINEER ALONG WITH AN ENGINEER'S AND TIGARD SCHOOL DISTRICT AND OTHER SERVICE PROVIDERS. CERTIFICATION OF INSTALLATION COMPLIANCE. IN ADDITION, THE THE APPLICANT'S AS-BUILT ci DRAWINGS SHALL BE TIED TO THE GPS NETWORK. THE APPLICANT'S ENGINEER SHALL PROVIDE 0 5. ADVANCE WARNING OF IMMINENT TRAFFIC DISRUPTION SHALL BE PROVIDED TO THE GENERAL THE CITY WITH AN ELECTRONIC FILE WITH POINTS FOR EACH STRUCTURE (MANHOLES, CATCH MOTORING PUBLIC BY PLACEMENT OF AN ADVANCE NOTIFICATION SIGN AT EACH END OF THE BASINS, WATER VALVES, HYDRANTS AND OTHER WATER SYSTEM FEATURES) IN THE DEVELOPMENT, CONSTRUCTION AREA 72 HOURS (MIN.) BEFORE INITIATION OF CONSTRUCTION WORK. AND THEIR RESPECTIVE X AND Y STATE PLANE COORDINATES, REFERENCED TO NAD 83 (91). . . s N INCLUDE ACROBAT (***.PDF) FILE AND ONE 11x17 COPY OF AS-GUILTS. �'�w �'o`yv0 •, 6. ACCESS TO EXISTING PROPERTIES SHALL BE MAINTAINED AT ALL TIMES, INCLUDING NORMAL Pc" Z z ,-- DELIVERY DELIVERY SERVICE AND MAIL SERVICE AND IF NOT, SHALL BE CAUSE FOR WORK STOPPAGE 25. A SEWER SYSTEM AIR-TEST AND A VIDEO TEST REPORT AND ONE SET OF BLUELINE k Z P ° �i - I N UNTIL EFFECTIVE ACCESS IS ESTABLISHED. "AS-BUILTS" (OF EITHER OR BOTH THE STORM AND SANITARY SEWER SYSTEMS) SHALL BE (r " REQUIRED BY THE CITY FOR REVIEW AND APPROVAL PRIOR TO CONNECTION OF ANY BUILDINGS 2t;7) 1..4 �wQ ' CZ er5 <V 16121 7. TRAFFIC CONSTRUCTION WORKNTROL VICES, FLAG AND SHALL BERE�FECTIVELNS, Y MAINTAISHALL NEDE . 28 PLACE PRIOR TO INITIATION OF TO THE SEWER SYSTEM. s�� a �y X w 26. THE PERMIT HOLDERS ENGINEER/INSPECTOR SHALL SUBMIT DAILY INSPECTION REPORTS, ON A - 8. PURSUANT TO TIGARD MUNICIPAL CODE SECTION 7.40.180, WORK IS PERMITTED BETWEEN THE WEEKLY BASIS, TO THE CITY'S INSPECTOR. (SEE DEVELOPER - ENGINEER AGREEMENT NOTE HOURS OF 7:00 AM TO 7:00 PM DAILY UNLESS OTHERWISE AUTHORIZED BY THE CITY MANAGER. #5). 9. HOURS OF CONSTRUCTION WORK ON COLLECTOR AND ARTERIAL ROADS WILL BE LIMITED TO 27. THE CITY"S INSPECTOR MAY, AT HIS DISCRETION, REQUIRE PROVISION OF TESTS AND OR 9:00 AM TO 3:00 PM UNLESS AUTHORIZED BY THE CITY ENGINEEER. NO WORK WILL BE REPORTS FROM THE PERMIT HOLDER, THE PERMIT HOLDERS ENGINEER OR CONTRACTOR TO PERMITTED ON COLLECTOR AND ARTERIAL ROADS BETWEEN 3:30 PM AND 9:00 AM UNLESS VALIDATE CLAIMS OF MATERIAL OR CONSTRUCTION ADEQUACY/COMPLIANCE. SUCH AUTHORIZED BY THE CITY ENGINEER. TESTS/REPORTS SHALL BE PROVIDED AT THE PERMIT HOLDER'S EXPENSE. 10. MINIMUM TRAVEL LANE WIDTH SHALL BE TWELVE (12) FEET, UNLESS OTHERWISE APPROVED BY 28. THE PERMIT HOLDER SHALL PROVIDE A COPY OF A PROPERLY EXECUTED RELEASE AND WAIVER THE CITY ENGINEER. PEDESTRIAN TRAVEL SHALL ALSO BE PROVIDED FOR. DOCUMENT TO THE CITY FOR EACH OWNERSHIP DISTURBED BY CONSTRUCTION ACTIVITY, AS EVIDENCE OF DISTURBANCE RESOLUTION AND OWNER SATISFACTION. 11 . THE CITY RESERVES THE RIGHT TO ADD TO OR MODIFY TRAFFIC CONTROL REQUIREMENTS AS MAY BE NECESSARY TO EFFECTIVELY CONTROL TRAFFIC AND TO ASSURE PUBLIC SAFETY. 29. EXISTING MONUMENTS, PROPERTY CORNERS, AND SURVEY MARKERS SHALL BE PROTECTED. REPLACEMENT SHALL BE AT THE PERMIT HOLDERS EXPENSE. 12. BEFORE INITIATING ANY CONSTRUCTION ACTIVITY, THE PERMIT HOLDER SHALL BE CONTACTED BY THE CITY'S PRIVATE DEVELOPMENT INSPECTOR, (503/639-4171) TO ESTABLISH A PLACE, TIME, 30. THE ENGINEER SHALL NOTIFY THE WASHINGTON COUNTY SURVEYOR WHEN THE INITIAL AND FINAL AND DATE FOR A PRECONSTRUCTION MEETING.. LIFT OF ASPHALT HAVE BEEN PLACED. 13. THE PERMIT HOLDER OR HIS CONTRACTOR SHALL NOTIFY THE CITY'S INSPECTOR AT 31. THE PERMIT HOLDER SHALL PROVIDE TO THE CITY INSPECTOR, IN WRITING, THE NAMES AND 24 503/639-4171 TWENTY-FOUR (24) HOURS PRIOR TO COMMENCING WORK, TWENTY-FOUR (24) HOUR EMERGENCY TELEPHONE NUMBER OF TWO (2) PERSONS WHO HAVE AUTHORITY TO HOURS PRIOR TO ANY STAGED INSPECTION AND AFTER COMPLETING WORK COVERED BY THE RESOLVE PROBLEMS, TAKE CORRECTIVE ACTION AND, IN GENERAL, WILL BE RESPONSIBLE IN PERMIT. CASE OF ANY EMERGENCY. THE PERMIT HOLDER SHALL NOTIFY THE CITY INSPECTOR, IN WRITING, OF ANY/ALL ASSIGNMENT CHANGES. r 14. A COPY OF THE PERMIT AND ALL ATTACHMENTS, AND A COPY OF THE APPROVED CONSTRUCTION PLAN AND ALL AMENDMENTS SHALL BE AVAILABLE AT THE WORK AREA. ALL 32. THE PERMIT HOLDER SHALL CAUSE HIS CONTRACTOR TO PROVIDE TO THE CITY INSPECTOR, IN WORK SHALL CONFORM TO THE PERMIT TERMS, CONDITIONS AND PROVISIONS AND TO THE CITY WRITING, THE NAME AND 24 HOUR EMERGENCY TELEPHONE NUMBER OF A DESIGNATED APPROVED PERMIT PLANS, AND APPROVED PLAN AMENDMENTS AND TO THE CITY'S STANDARDS "COMPETENT PERSON" RESPONSIBLE FOR CONSTRUCTION SAFETY AS PER OR-OSHA, CHAP. 437, AND SPECIFICATIONS AND TO THESE GENERAL CONDITIONS. CHANGES TO ANY OF THE DIV. 3 CONSTRUCTION, SUB-DIVISION P - EXCAVATIONS. THE CONTRACTOR SHALL NOTIFY THE AFORESAID MUST BE APPROVED BY THE CITY, IN ADVANCE OF WORK PERFORMANCE. CITY INSPECTOR OF ANY/ALL ASSIGNMENT CHANGES. 15. MAINTENANCE OF THE WORK AREA AND APPROACH ROADS IS THE RESPONSIBILITY OF THE 33. IT IS THE SOLE RESPONSIBILITY OF THE PERMIT HOLDER TO PROVIDE FOR PROPER Poo .-4' PERMIT HOLDER. THE WORK AREA AND APPROACH ROADS SHALL BE MAINTAINED IN A CLEAN RIGHT-OF-ENTRY AND/OR EASEMENTS PRIOR TO STARTING WORK. PROOF OF RIGHT-OF-ENTRY CONDITION, FREE FROM OBSTRUCTIONS AND HAZARDS. A COPY OF THE PERMIT HOLDERS OR PROPERLY EXECUTED EASEMENTS, SHALL BE PROVIDED TO THE CITY. THE CITY SHALL IN CERTIFICATE OF INSURANCE SHALL BE AVAILABLE AT THE WORK AREA. NO WAY BE CONSTRUED TO BE LIABLE FOR THE PERMIT HOLDERS FAILURE TO OBTAIN OR PROVIDE FOR PROOF OF RIGHT-OF-ENTRY OR EASEMENTS. 16. THE SPREADING OF MUD OR DEBRIS OR STORAGE MATERIALS OF EQUIPMENT OF ANY KIND r z UPON ANY PUBLIC ROADWAY IS STRICTLY PROHIBITED AND VIOLATION SHALL BE CAUSE FOR 34. BEFORE PLACEMENT OF ASPHALT, THE PERMIT HOLDER SHALL CLEAN AND COMPLETE A IMMEDIATE CANCELLATION OF THE PERMIT. THE CITY MAY AT ANY TIME ORDER IMMEDIATE PRE-ACCEPTANCE VIDEO INSPECTION OF ALL NEW SEWER LINES. THE PERMIT HOLDER SHALL 0 CLEAN-UP AND STOPPAGE OF WORK TO ACCOMPLISH CLEAN-UP. PROVIDE THE CITY WITH 30 DAYS OF NOTICE FOR THE VIDEO INSPECTION. ANY DEFICIENCIES F= SHALL BE REPAIRED BEFORE PLACEMENT OF FINAL LIFT. p 17. EFFECTIVE EROSION CONTROL IS REQUIRED. EROSION CONTROL DEVICES MUST BE INSTALLED P-4 Z AND MAINTAINED MEETING THE CLEAN WATER SERVICES AND DEQ REQUIREMENTS. THE CITY MAY 35. (PRIVATE SYSTEMS) THE DEVELOPER SHALL MAINTAIN THE WATER QUALITY FACILITY AND CORRECT O AT ANY TIME ORDER CORRECTIVE ACTION AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE ANY DEFECTIVE WORK, AND SHALL PERFORM ALL SCHEDULED MAINTENANCE TO ASSURE PROPER U EROSION CONTROL. FUNCTIONING OF THE FACILITY. z J U 18. PROPERTY DISTURBED BY CONSTRUCTION ACTIVITY SHALL BE SEEDED WITH A STANDARD GRASS 36. (PUBLIC SYSTEMS) THE DEVELOPER SHALL CREATE AND PROVIDE TO THE CITY A SCHEDULE FOR i - W FLOWERS, BARK SIGNS, PAVEMENT MAILBOXES, ' ETC (QUARTERLY) MAINTENANCE QUALITY FACILITY. DEVELOPER SHALL w wSHALL BE RMIX; EESTABLISHED, REINSTALLED, OR REPLACED, WITH LIKE KIND AND MATERIAL. MAINPERIOTAIN IC AID FACILITY FOR APERIOD OF THREE (3) YEARS FROM THE DATE OF IITY � CONDITIONAL ACCEPTANCE OF THE PUBLIC IMPROVEMENTS. ON OCTOBER 1st OF EACH YEAR -;:( 0 C) 19. EFFECTIVE DRAINAGE CONTROL IS REQUIRED. DRAINAGE SHALL BE CONTROLLED WITHIN THE DURING THIS THREE (3) YEAR PERIOD, THE DEVELOPER SHALL REPORT, IN WRITING, ` WORK SITE AND SHALL BE SO ROUTED THAT ADJACENT PRIVATE PROPERTY, PUBLIC PROPERTY MAINTENANCE ACTIVITIES TO THE DIRECTOR OF PUBLIC WORKS. CITY CREWS SHOULD MONITOR b AND THE RECEIVING SYSTEM IS NOT ADVERSELY IMPACTED. THE CITY MAY AT ANY TIME ORDER PROPER REMOVAL AND DISPOSAL OF SILT AND DEBRIS. PRIOR TO CITY FINAL ACCEPTANCE OF �"4 Q Q CORRECTIVE ACTION AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE DRAINAGE CONTROL. THE FACILITY, THE DEVELOPER SHALL PROVIDE A WRITTEN EVALUATION OF THE OPERATION AND MAINTENANCE NEEDS OF THE FACILITY AND CORRECT ANY DEFICIENCIES IDENTIFIED IN THE °' 20. OREGON LAW REQUIRES FOLLOWING THE RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION EVALUATION. 1-4 % CENTER. SAID RULES ARE SET FORTH IN OAR 952-001 -0010 THROUGH OAR 952-001-0080. 0 COPIES OF SAID RULES MAY BE OBTAINED FROM THE CENTER BY CALLING 503-246-1987. IF 37. PRIOR TO ISSUANCE OF A SITE PERMIT, THE APPLICANT SHALL PROVIDE A CONSTRUCTION E, YOU HAVE ANY QUESTIONS ABOUT THE RULES, CONTACT THE CENTER. NOTE: DAMAGE TO VEHICLE ACCESS AND PARKING PLAN FOR APPROVAL BY THE CITY ENGINEER. THE PURPOSE OF 0.-4 SHALL BE CORRECTED AT THE PERMIT HOLDERS EXPENSE. THIS PLAN IS FOR PARKING AND TRAFFIC CONTROL DURING THE PUBLIC IMPROVEMENT CONSTRUCTION PHASE. ALL CONSTRUCTION VEHICLE PARKING SHALL BE PROVIDED FOR ON-SITE. PC1 CD C� C_) 21. CONTRACTOR MUST VERIFY ALL EXISTING UTILITIES FOR BOTH VERTICAL ELEVATION AND NO CONSTRUCTION VEHICLES OR EQUIPMENT WILL BE PERMITTED TO PARK ON ADJOINING 0 HORIZONTAL LOCATION PRIOR TO START OF WORK (POTHOLE BEFORE DIGGING IF NECESSARY). RESIDENTIAL PUBLIC STREETS. CONSTRUCTION VEHICLES INCLUDE THE VEHICLES OF ANY 2 SHOULD CONFLICTS ARISE AND REDESIGN OR RELOCATION OF FACILITIES BE NECESSARY, IT CONTRACTOR OR SUBCONTRACTOR INVOLVED IN THE CONSTRUCTION OF THE SITE IMPROVEMENTS SHALL BE DONE AT THE PERMIT HOLDERS EXPENSE. CHANGES MUST BE APPROVED BY THE OR BUILDINGS PROPOSED BY THE APPLICANT, AND SHALL INCLUDE THE VEHICLES OF ALL E--+ 0 a CITY IN ADVANCE OF WORK PERFORMANCE. CONTRACTOR SHALL COORDINATE THE WORK WITH SUPPLIERS AND EMPLOYEES ASSOCIATED WITH THE PROJECT. ' ou AFFECTED UTILITY AGENCIES. E - ^~ =P v H HanmiGlobal Partner i/ 808 SW 3rd Ave., Ste. 300 E `„- Portland, OR 97204 nu) Phone: (503) 287-6825 Fax: (503) 415-2304 1 www.otak.com CDF:".:) N 18056 o W Project No. Drawing No. 6 co. 1 a � 0 Sheet No. °- ©()talc, Inc. 2016 GENERAL NOTES GRADING NOTES GENERAL UTILITY NOTES, CONT. 1. PROJECT GRADING LIMITS SHALL BE ALL PROPERTY LINES AND STREET RIGHT-OF-WAY, UNLESS 10. WYE BRANCH FITTINGS REQUIRED FOR ALL PRIVATE SANITARY AND STORM LATERALS. 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE CURRENT AND APPLICABLE REGULATIONS, N SPECIFICATIONS, CODES, AND REQUIREMENTS OF WASHINGTON COUNTY, CLEAN WATER SERVICES R&O OTHERWISE SHOWN ON THE GRADING PLANS. 11. THE UTILITY TAPS TO SERVE THIS PROJECT WILL BE INSPECTED UNDER THE ASSOCIATED PUBLIC °' 5 07-20 (CWS), THE OREGON STATE PLUMBING SPECIALTY CODE (UPC), AND THE OREGON STATE IMPROVEMENT WORK. �, N STRUCTURAL SPECIALTY CODE (UBC). 2. STRAIGHT GRADES SHALL BE RUN BETWEEN ALL FINISH GRADE ELEVATIONS AND/OR FINISH Z 0 CONTOUR LINES SHOWN, UNLESS OTHERWISE NOTED. 12. THE EXCAVATION CONTRACTOR SHALL CALL THE OREGON UTILITY NOTIFICATION CENTER AT m 2. THE CONTRACTOR SHALL PERFORM ALL WORK NECESSARY TO COMPLETE THIS PROJECT IN o a B ACCORDANCE WITH THE PLANS INCLUDING SUCH INCIDENTALS AS MAY BE NECESSARY TO MEET 3. ALL PROPOSED ELEVATIONS SHOWN SHALL BE CONSIDERED TO BE FINISH SURFACE ELEVATIONS 503-232-1987 AT LEAST 48 HOURS, BUT NOT MORE THAN 10 BUSINESS DAYS BEFORE BEGINNING APPLICABLE AGENCY REQUIREMENTS AND AS NECESSARY TO PROVIDE A COMPLETED PROJECT. UNLESS OTHERWISE NOTED. ALL SURFACES SHALL BE GRADED SMOOTH AND FREE OF IRREGULARITIES EXCAVATION. OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY o THAT MIGHT ACCUMULATE SURFACE WATER. NOTIFICATION CENTER. THOSE RULES ARE SET FORTH IN OAR 952-001 -0010 THROUGH OAR 952-001 -0090. YOU MAY OBTAIN COPIES OF THE RULES BY CALLING THE ADMINISTRATIVE CENTER. a 3. THE CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS AND LICENSES PRIOR TO COMMENCING 2 WORK ON THIS PROJECT. 4. DUST ABATEMENT SHALL BE MAINTAINED BY ADEQUATE WATERING OF THE SITE. 13. RIM ELEVATIONS OF MANHOLES AND CLEANOUTS WITHIN PAVEMENT ARE APPROXIMATE, FINAL FINISHED Y 4. THE CONTRACTOR SHALL KEEP A COPY OF ALL REQUIRED PERMITS AND AN APPROVED SET OF 5. CONTRACTOR TO REMOVE ALL UNSUITABLE MATERIAL, DEBRIS, AND ORGANIC MATERIAL WITHIN RIM ELEVATIONS SHALL MATCH FINISHED PAVEMENT GRADES. m C) PLANS WITH ALL APPROVED REVISIONS ON THE PROJECT SITE AT ALL TIMES. GRADING AND FILL LIMITS PRIOR TO FILL PLACEMENT. NEW FILL MATERIAL SHALL BE BENCHED INTO 14. HYDROSTATIC AND AIR TESTING OF SANITARY LINES, STORM DRAIN LINES, AND MANHOLES SHALL BE �' EXISTING GROUND IN ACCORDANCE WITH RECOMMENDATIONS IN THE GEOTECHNICAL REPORT. 3 U) 5. THE EXISTING AND APPROXIMATE LOCATION OF KNOWN UNDERGROUND UTILITIES OR STRUCTURES CONDUCTED IN ACCORDANCE W/ THE REQUIREMENTS OF THE UNIFORM PLUMBING CODE AND CITY OF o o co ON THESE DRAWINGS WERE DETERMINED BY A SEARCH OF AVAILABLE PUBLIC RECORDS AND 6. THE REMOVAL OF UNSUITABLE MATERIAL SHALL BE DONE IN CONSULTATION WITH THE TIGARD STANDARDS. ALL NECESSARY TESTS SHALL BE PERFORMED BY THE CONTRACTOR. 02 AS-BUILTS. THE LOCATIONS AND DEPTHS OF THESE UTILITIES ARE FROM THESE RECORDS AND ARE GEOTECHNICAL ENGINEER. UNSUITABLE MATERIAL SHALL BE DISPOSED OF AS DETERMINED BY THE z o Y SHOWN FOR THE CONVENIENCE OF THE CONTRACTOR. NO RESPONSIBILITY IS ASSUMED BY EITHER GEOTECHNICAL ENGINEER. IF SUCH MATERIAL IS REMOVED FROM THE SITE IT SHALL BE REMOVED AT THE OWNER OR THE ENGINEER FOR ACCURACY OR COMPLETENESS OF THESE LOCATIONS. THE CONTRACTOR'S SOLE EXPENSE. PRIVATE SANITARY SEWER NOTES 6. THE CONTRACTOR SHALL PROTECT AND MAINTAIN ALL EXISTING UTILITIES ON THIS SITE AND IN 7. THE CONTRACTOR SHALL UTILIZE SUITABLE SUBGRADE MATERIAL FOR ALL FILLS. ALL FILLS IN 1. THE ENDS OF SANITARY SERVICE STUBS SHALL BE MARKED WITH A ONE PIECE 2"x4" MARKER 7,,� S oADJACENT STREETS. ANY DAMAGE TO EXISTING UTILITIES, WHETHER SHOWN OR NOT ON THIS FINISH PAVED AREAS ARE TO BE PLACED IN 8 LIFTS. THE CONTRACTOR SHALL COMPACT EACH LIFT EXTENDING A MINIMUM 36" ABOVE THE GROUND WITH THE END PAINTED„GREEN. MARK TOTAL LENGTH W 9d\pDRAWING, SHALL BE REPAIRED / REPLACED AT THE CONTRACTORS EXPENSE AND TO THE TO A DENSITY NOT LESS THAN 95% OF THE MAXIMUM DRY DENSITY DETERMINED BY STANDARD OF 2x4 AT EXPOSED END. ATTACH MAGNETIC TAPE ALONGSIDE THE 2x4 MARKER. ° Z o g` SATISFACTION OF THE UTILITY OWNER. EXISTING SURFACE FEATURES AND FENCING DAMAGED BY PROCTOR (ASTM D-698) OR EQUIVALENT. SUBGRADE SHALL BE COMPACTED TO A LINE ONE FOOT CONTRACTOR SHALL BE REPLACED IN KIND TO THE SATISFACTION OF THE OWNER. BEYOND EDGE OF PAVING, CURBS, SIDEWALKS AND SIDEWALK EXTENSIONS. �' 2. ALL SANITARY SEWER PIPE SHALL BE PVC PIPE CONFORMING TO ASTM D-3034 (SDR 35) o, ti � o Q� o INSTALLED IN ACCORDANCE WITH ASTM D-2321, UNLESS OTHERWISE NOTED. W c� �<4, cc 7. THE CONTRACTOR SHALL HAVE ALL EXISTING UTILITIES LOCATED PRIOR TO STARTING ANY WORK. 8. ANY FILL PLACED IN BUILDING PAD AREAS SHALL BE COMPACTED. THE FILL SHALL BE CERTIFIED ‘‘`)/(9,4' y a TO MEET THE STRUCTURAL FILL REQUIREMENTS OF THE UNIFORM BUILDING CODE AND THE 3. SANITARY SEWER LINES SHALL BE INSTALLED AND TESTED ACCORDING TO THE REQUIREMENTS OF a w ATTENTION: OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY RECOMMENDATIONS OF THE GEOTECHNICAL REPORT. COMPACTION REPORTS SHALL BE MADE THE OREGON STATE PLUMBING SPECIALTY CODE (UPC). LINES SHALL BE TESTED AFTER NOTIFICATION CENTER. THOSE RULES ARE SET FORTH ON OAR 952-001-0010 THROUGH OAR AVAILABLE TO THE ENGINEER. CONSTRUCTION IS COMPLETED (INCLUDING SERVICE LATERALS, BACKFILLING, AND COMPACTING OF BASE 952-001-0080. YOU MAY OBTAIN COPIES OF THESE RULES FROM THE CENTER BY CALLING ROCK) AND THE LINES HAVE BEEN THOROUGHLY CLEANED. 503-232-1987. IF YOU HAVE ANY QUESTIONS ABOUT THE RULES, YOU MAY CONTACT THE CENTER. 9. ALL CUT OR FILL SLOPES SHALL BE CONSTRUCTED AT NO STEEPER THAN TWO (2) HORIZONTAL TO ONE (1) VERTICAL UNLESS OTHERWISE SHOWN ON THE PLANS OR SPECIFIED IN THE GEOTECHNICAL 4. UNLESS OTHERWISE NOTED ON PLANS, LATERALS SHALL BE 4" DIAMETER WITH A MINIMUM GRADE 8. THE CONTRACTOR SHALL NOTIFY ALL COMPANIES AND AGENCIES WITH UNDERGROUND FACILITIES IN REPORT. OF 2.0%. THE PROJECT AREA 24 HOURS BEFORE COMMENCING CONSTRUCTION IN THEIR VICINITY. 10. IF SPRINGS OR GROUND WATER ARE ENCOUNTERED DURING CONSTRUCTION, THE CONTRACTOR 5. BACKFILL MUST BE COMPACTED TO A DENSITY NOT LESS THAN 95% IN PAVED OR STRUCTURAL 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE RELOCATION OF BURIED AND SHALL ADVISE THE GEOTECHNICAL ENGINEER AND THE CIVIL ENGINEER OF THE CONDITION FOUND AND FILL AREAS. MINIMUM COMPACTING IN UNPAVED, NON FILL AREAS IS 90%. COMPACTING IS TO BE OVERHEAD UTILITIES. NO SERVICE INTERRUPTIONS SHALL BE PERMITTED WITHOUT PRIOR WRITTEN COORDINATE CONSTRUCTION ACTIVITIES IN A MANNER THAT WILL ALLOW THE ENGINEERS TIME TO PER ASTM D-1557 UNLESS OTHERWISE NOTED IN GEOTECHNICAL REPORT. AGREEMENT WITH THE UTILITY PROVIDER. REVIEW THE SITUATION AND PREPARE A PLAN TO PROPERLY DISPOSE OF THE WATER ENCOUNTERED. 6. PIPE BEDDING CLASS "B", UNLESS OTHERWISE APPROVED. CLASS "B" IS 4"-O" CRUSHED ROCK 6" 10. THE INSTALLATION OF NEW OR RELOCATION OF EXISTING ELECTRICAL, TELEPHONE, GAS, AND 11. THE CONTRACTOR SHALL HAVE A SUFFICIENT NUMBER OF COMPACTION TESTS PERFORMED TO UNDER INVERT TO FOOT OVER PIPE. CABLE SERVICE SHALL BE COORDINATED BY THE CONTRACTOR WITH THE APPROPRIATE UTILITY MEET WASHINGTON COUNTY REQUIREMENTS, AT THE DEVELOPER'S EXPENSE. TESTS SHALL BE COMPANY. PERFORMED BY A QUALIFIED TESTING AGENCY AND WRITTEN RESULTS SHALL BE PROVIDED TO THE 7. CONTRACTOR TO VERIFY INVERT ELEVATIONS OF EXISTING STRUCTURES PRIOR TO COMMENCING APPROPRIATE AGENCY. SHOULD COMPACTION REQUIREMENTS NOT BE MET, CONTRACTOR SHALL WORK AND NOTIFY THE ENGINEER OF APPARENT DISCREPANCIES WITH INFORMATION SHOWN ON THE 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLATION OF UTILITY TRENCHES, CONDUIT, RECOMPACT THE FILL AND PAY ALL ADDITIONAL TESTING COSTS RELATED TO THE RECOMPACTION. PLANS. VAULTS, PADS, PEDESTALS, AND UTILITY TRENCH BACKFILL IN ACCORDANCE WITH STANDARD SPECIFICATIONS AND PLANS OF SERVICING UTILITIES (ELECTRICAL, TELEPHONE, GAS, AND CABLE). 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING ALL CATCH BASINS, CLEANOUTS, PRIVATE STORM DRAIN NOTES MANHOLES, VAULTS, ETC., THAT ARE AFFECTED BY CONSTRUCTION AND/OR FILL TO FINISH GRADE. 12. ALL EXISTING SITE CONDITIONS AND ELEVATIONS SHOWN ON THESE DRAWINGS ARE FROM A STORM DRAIN INLET STRUCTURES SHALL BE ADJUSTED SO WATER FLOWS INTO THE STRUCTURE 1. THE ENDS OF STORM DRAIN PIPE STUBS SHALL BE MARKED WITH A ONE PIECE 2"x4" MARKER TOPOGRAPHIC SURVEY. THE CONTRACTOR SHALL VISIT THE SITE AND VERIFY ALL EXISTING CONDITIONS WITHOUT PONDING. EXTENDING A MINIMUM 36" ABOVE THE GROUND WITH THE END PAINTED WHITE. MARK TOTAL LENGTH OF AND ELEVATIONS. CONTRACTOR SHALL CONFIRM BENCHMARK LOCATION AND ELEVATION WITH 2"x4" AT EXPOSED END. ATTACH MAGNETIC TAPE ALONGSIDE THE 2"x4" MARKER. SURVEYOR. 13. RETAINING WALL CONSTRUCTION SHALL CONFORM TO DETAILS INCLUDED WITHIN THE GEOTECHNICAL REPORT. THE CONTRACTOR IS TO OBTAIN ALL NECESSARY PERMITS FOR RETAINING WALL 2. ALL STORM SEWER PIPE SHALL BE INSTALLED WITH WATER-TIGHT JOINTS. 13. PROPERTY AND RIGHT-OF-WAY LINES SHOWN ARE FOR REFERENCE ONLY. THESE PLANS ARE CONSTRUCTION. NOT MEANT TO SERVE BOUNDARY SURVEY PURPOSES. 3. STORM SEWER PIPE, AS NOTED ON PLANS: 14. ORGANIC MATERIAL (TREES, BRUSH, ROOTS, STUMPS, ETC.) SHALL BE REMOVED FROM THE SITE. 14. ANY ALTERATION OR VARIANCE FROM THESE PLANS, EXCEPT MINOR FIELD ADJUSTMENTS NEEDED STRIPPING SHALL GENERALLY BE 2 to 5 INCHES, BUT MAY BE DEEPER IN WOODED AREAS. 4. BACKFILL MUST BE COMPACTED TO A DENSITY NOT LESS THAN 95% IN STRUCTURAL FILL AREAS. CirD TO MEET EXISTING FIELD CONDITIONS, SHALL BE APPROVED BY THE ENGINEER AND APPLICABLE UNSUITABLE EXCESS STRIPPINGS SHALL BE DISPOSED OF BY THE CONTRACTOR. MINIMUM COMPACTION IN UNPAVED, NON-STRUCTURAL FILL AREA IS 90%. COMPACTION IS TO BE PER REGULATORY AGENCY REPRESENTATIVE. ASTM D-1557 UNLESS OTHERWISE NOTED IN GEOTECHNICAL REPORT. C 15. APPROVED EROSION CONTROL MEASURES SHALL BE IMPLEMENTED IN ACCORDANCE WITH 5. STORM DRAIN LINES SHALL BE INSTALLED AND TESTED ACCORDING TO THE REQUIREMENTS OF THE '�4 REGULATORY AGENCY REQUIREMENTS. THE CONTRACTOR SHALL PROVIDE ALL MATERIAL, EQUIPMENT, OREGON STATE PLUMBING SPECIALTY CODE (UPC). TESTING SHALL BE PERFORMED AFTER CONSTRUCTION AND PERSONNEL NECESSARY TO MAINTAIN SUCH EROSION PROTECTION MEASURES. ANY DAMAGE GENERAL UTILITY NOTES IS COMPLETED INCLUDING BACKFILL, COMPACTION OF BASE ROCK, AND THE LINES ARE THOROUGHLY CAUSED BY EROSION SHALL BE CORRECTED BY THE CONTRACTOR AT ONCE. 16. THE CONTRACTOR SHALL MAINTAIN AND COORDINATE ACCESS TO ALL AFFECTED PROPERTIES. ALL TRENGHFS PARALLEL TO A BUILDING SHALL BE KEPT OUT OF THE ANGLE OF REPOSE FOR T 6. CHANGES IN DIRECTION OF DRAINAGE PIPING SHALL BE MADE BY THE APPROPRIATE USE OF THE BUILDING FOOTING. APPROVED FITTINGS AND SHALL BE OF THE ANGLES PRESENTED BY ONE-SIXTEENTH BEND, ONE-EIGHTH P1 17. ALL OPEN CUTTING OF EXISTING STREETS SHALL BE PATCHED WITH A.C., COLD (TEMPORARY) OR 2. ALL PIPE AND FITTINGS WITHIN TWO FEET OF A BUILDING SHALL BE OF A TYPE THAT IS ALLOWED BEND, ONE SIXTH BEND OR OTHER APPROVED FITTING OF EQUIVALENT SWEEP. HOT MIX, AT THE CLOSE OF EACH WORK DAY. TRENCHES SHALL NOT BE LEFT OPEN OVERNIGHT. FOR USE WITHIN THE BUILDING. PRIVATE WATER NOTES P-4 18. DEMOLITION WORK SHALL INCLUDE REMOVAL OF ALL STUMPS AND VEGETATION DEBRIS. 3. HORIZONTAL STORM AND SANITARY DRAINAGE PIPE SHALL BE PROVIDED WITH A CLEANOUT AT ITS CONFORMANCE WITH ALL REGULATIONS AND PERMITTING REQUIREMENTS FOR SUCH WORK SHALL BE UPPER TERMINAL AND EACH RUN OF PIPING, WHICH IS MORE THAN 100' IN TOTAL DEVELOPED 1. ALL PRIVATE DOMESTIC WATER PIPING SHALL BE INSTALLED BY A LICENSED PLUMBING CONTRACTOR AND A LICENSED JOURNEYMAN PLUMBER PER ORS 693.025. THE RESPONSIBILITY OF THE CONTRACTOR. LENGTH, SHALL BE PROVIDED WITH A CLEANOUT FOR EACH 100', OR FRACTION THEREOF, IN LENGTH Z 8N OF SUCH PIPING. AN ADDITIONAL CLEANOUT SHALL BE PROVIDED FOR EACH AGGREGATE HORIZONTAL C7 hi 19. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE AND COORDINATE THE 2. CITY OF TIGARD AND TVWD SHALL BE NOTIFIED AT LEAST 48 HOURS PRIOR TO ANY WATER LINE E"� ECHANGE OF DIRECTION EXCEEDING 135 DEGREES. APPROVED MANHOLES MAY BE INSTALLED IN LIEU i•-- -, C D -0' REMOVAL LINESjETC.)ABANDONMENT IF DD THEY ARE TO EXISTING UTILITIES ITSHAL ALSOOBERTHE LURES RESPONSIBILITY ING OF THE UTILITIES (SEPTIC OF CLEANOUTS WHEN FIRST APPROVED BY THE ADMINISTRATIVE AUTHORITY. THE MAXIMUM DISTANCE CONSTRUCTION 1 LLI CONTRACTOR TO CONTACT THE STATE OF OREGON WATER MASTER 503-681 -7018 TO APPROVE THE ALLOWED BETWEEN MANHOLES IS 300 . T 3. ALL WATER LINE PIPE SHALL HAVE A MINIMUM OF 36" OF COVER TO FINISH GRADE. E 0 FILLING OF ANY SEPTIC TANKS AND REMOVAL OF ANY EXISTING WATER WELLS. c' • 4. EACH CLEANOUT FITTING AND CLEANOUT PLUG OR CAP SHALL BE OF AN APPROVED TYPE. PLUGS 4. ALL PRIVATE ON-SITE FIRE WATER LINES SHALL BE PVC, AWWA C900, CL-150 WITH BELL AND cs � SHALL HAVE RAISED SQUARE HEADS OR APPROVED COUNTERSUNK RECTANGULAR SLOTS. �,_,� L 20. ALL TRAFFIC CONTROL SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF THE ELASTOMERICK GASKET, WITH PLAIN END OR DUCTILE IRON FITTIONG, OR CLASS 52 CEMENT MORTAR s COUNTERSUNK CLEANOUT PLUGS SHALL BE INSTALLED WHERE RAISED HEADS MAY CAUSE A HAZARD. <t B MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AS MODIFIED BY THE OREGON LINED DUCTILE IRON PIPE CONFORMING TO ASTM 536 ANSI A21 .5 (AWWA C151) AND ANSI A 21-11 SUPPLEMENTS. WHEN A HUBLESS BLIND PLUG IS USED FOR A REQUIRED CLEANOUT, THE COMPLETE COUPLING AND (AWWA C111) WITH TYTON JOINTS. FITTINGS SHALL BE CLASS 250 CONFORMING TO ANSI A21-4 (AWWA ( CID E THE CONTRACTOR SHALL SUPPLY ENGINEER WITH A TRAFFIC CONTROL PLAN. PLUG SHALL BE ACCESSIBLE FOR REMOVAL OR REPLACEMENT. C-104) AND ANSI A 21-10 (AWWA C-110). ALL FIRE WATERLINES SHALL COMPLY WITH NF 24. Q 5. INLET AND OUTLET CONNECTIONS SHALL BE MADE BY THE USE OF A FLEXIBLE COMPRESSION 5. ALL TEES BENDS AND ENDS OF WATER LINES SHALL BE RESTRAINED WITH A RESTRAINED JOINT 21 . THE CONTRACTOR SHALL PROVIDE MAGNETIC TAPE OVER ALL NONMETALLIC UNDERGROUND PRIVATE JOINT NO CLOSER THAN 12" AND NO FARTHER THAN 36" FROM THE MANHOLE. NO FLEXIBLE E 4 W STORM DRAINS, WATERLINES, AND SANITARY SEWERS. (OR AS SPECIFIED BY LOCAL AGENCY). COMPRESSION JOINT SHALL BE EMBEDDED IN THE MANHOLE BASE. MANHOLES SHALL HAVE A SYSTEM (MEGALUG OR APPROVED EQUAL) IN ACCORDANCE WITH THE TVWD STANDARDS. E - W SMOOTH, UNIFORM WATERWAY WITH CHANGES OF DIRECTION MADE WITH THE APPROPRIATE SWEEP 6. ALL WATER LINES SHALL BE INSTALLED IN ACCORDANCE WITH TVWD STANDARDS AND BE THOROUGHLY C= O C.3 Ca 22. A PRE-CONSTRUCTION CONFERENCE WITH CONTRACTOR, ENGINEER, OWNER, AND GOVERNING OFFSET AS PER THE OREGON PLUMBING SPECIALTY CODE. OPEN-GRATE LIDS WILL NOT BE ALLOWED JURISDICTION IS REQUIRED PRIOR TO STARTING THIS PROJECT. ON ANY MANHOLE. FLUSHED AND CHLORINATED, AND POTABLE WATER TESTS SHALL BE APPROVED BY D AND TVWD PRIOR TOts' JURISDICTION ANY METERED SERVICE HOOK-UP. cn 23. THE CONTRACTOR SHALL SOLELY AND COMPLETELY BE RESPONSIBLE FOR THE CONDITION OF 6. ANY EXISTING UTILITIES THAT WILL BE LOCATED UNDER AND WITHIN FEET OF THE PROPOSED ›-+ -_ g THE JOB SITE DURING THE COURSE OF CONSTRUCTION FOR THIS PROJECT, INCLUDING SAFETY OF ALL 7. PRIVATE WATER LINES SHALL BE PRESSURE TESTED PER TVWD STANDARDS PRIOR TO FINAL co PERSONS AND PROPERTY. THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND IS NOT BUILDING SHALL BE REPLACED WITH PIPE MATERIALS THAT ARE ALLOWED FOR USE WITHIN THE ACCEPTANCE. a 7 BUILDING. TESTS AND INSPECTIONS ARE REQUIRED PRIOR TO COVERING. E LIMITED TO NORMAL WORKING HOURS. 7. PRIOR TO BUILDING DEMOLITION: EVERY ABANDONED BUILDING SEWER, OR PART THEREOF, SHALL 8. NO VALVES SHALL BE OPENED OR CLOSED WITHOUT APPROVAL FROM THE TVWD. - - = 24. CONSTRUCTION CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR BE PLUGGED OR CAPPED IN AN APPROVED MANNER WITHIN TWO FEET OTHE PROPERTY LIN . 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE PROPER SEPARATION BETWEEN PROTECTION OF PUBLIC AND PRIVATE PROPERTY ADJACENT TO THE SITE AND SHALL AT THEIR INSPECTION IS REQUIRED. SANITARY SEWER LINES AND WATER LINES AS REQUIRED BY THE DEPARTMENT OF ENVIRONMENTAL QUALITY W EXPENSE REPAIR OR REPLACE TO ORIGINAL CONDITION ALL EXISTING IMPROVEMENTS WITHIN OR E HanmiGlobal Partner Is ADJACENT TO THE JOB SITE WHICH ARE NOT DESIGNATED FOR REMOVAL AND WHICH ARE DAMAGED OR • AND STATE DEPARTMENT OF HEALTH. WATER LINE SHOULD MAINTAIN A MIN. OF 18" O.D. TO O.D. t;)-4REMOVED AS A RESULT OF THE CONTRACTOR'S OPERATION. 8. ABANDONED STORM AND SANITARY SEWERS SHALL BE REMOVED IN THEIR ENTIRETY OR FULLY VERTICAL CLEARANCE FROM SEWER LINE AT ALL TIMES. 808 SW 3rd Ave., Ste. 300 GROUTED. INSPECTION IS REQUIRED, Portland, OR 97204 10. STENCIL "W" IN CURB LOCATING WATER METER STOPS. Phone: (503) 287-6825 9. THE DEQ IS OPPOSED TO ANY OIL, GREASE, GASOLINE, ETC. DRAINED INTO ANY SANITARY SEWER Fax: (503) 415-2304 ' OR STORM SEWER. DEQ WANTS ALL OIL, GASOLINE, GREASE, ETC. TO BE TREATED AS ANY OTHER 11. WATER LINES SHALL BE INSTALLED AND TESTED ACCORDING TO THE REQUIREMENTS OF THE OREGON 0 www.otak.com N HAZARDOUS WASTE WITH ON-SITE CONTAINMENT AND REMOVAL BY LICENSED HAZARDOUS WASTE STATE PLUMBING SPECIALTY CODE (UPC). TESTING SHALL BE PERFORMED AFTER CONSTRUCTION IS 18056 DISPOSAL PROFESSIONALS. THE DEQ MAY ISSUE CITATIONS FOR INTRODUCING OIL, GAS, ETC. INTO A COMPLETED INCLUDING BACKFILL, COMPACTION OF BASE ROCK, AND THE LINES ARE THOROUGHLY w Project No. DrawingNo. DRAINAGE SYSTEM THAT CONNECTS TO THE SANITARY SEWER OR THE STORM SEWER, THE FACT THAT CLEANED. - RECOM3 AN MENDED THATWATER RTHERIS DRAINS TO INSTALLED INLINE OIL/WATEERLSNOT MAKE A SEP SEPARATOR NOT DBE INSTALLED RENCE. IT IS E'".4 CO. 2 , 00 Sheet No. a ©Otak, Inc. 2016 • J N o . ci // o N wco I- 021 o 1S1 35AB /�`' � '°/ m CO o = 0 o 0 0 1S1 35A5 � c ' o TL D3200 TL 03202 �-,�' z c m �.. � o 1S1 35AB 1S1 35AB 1ST 35AB � =mow' 1 S 1 35AB �.:�f��1 o TL 03302 TL 03304 TL 03403 _ . f TL 03303 LILA/� 3 0- SAW CUT AND Ali=,Tly / REMOVE EX PVMT ;��'YLCAVIfl '/I'' EX OVERHEAD :_ --185 �, ��1 g�y ig��0 �' (-CAUTION!! EX ELECTRIC • a p . ,,daft.AWAT GAS UNE • cn °°'� 1,.-_-' 185 _,� - �� `r / '- ' • o 5= rG - - _ _ L ��+ ` ' �' - --_ `�� i.+wx, mow,. 1 /oaxc Q (n C` " 5 E c �, e + i �- _ - � Ivi �L �' r;—�-.._ ♦ �_ v_ :c� 0 H L —0 FI L °arm �� gr, U - -��. —1 fs 1 �- __ _ _ _- - — CSL - :d� OH ��► --771! �H1 _�_ O — . a L __ _ �y - �y� raw i�y� __• __— mow ---185`�� ' ./' /// �llrT/I �..- ,,,, _—�` c'_ \ --• •C :rl_ 5'7 rEA T2 WR ---- 1 J�� ANMLr � .7` - _ �—` -.. _.-.__r _ r_. _- �._ \!{`,��. _\ `..,t_._-.T - ! ..n Y r! 1 -----,(--_______-_y -l- _ _ _ �_ , �"'' --i� r�� y.�+s i if...—ate��, u, _�1� ' '7 OW _. n f ��''-'1"--.." - - �, -�/ r \ \ ( D— —, _k_ L, \� Trn M �� I rri• _ I -` -�� _-- -,.�\ ' ti — .. `_— ..�— W_ _ �1j 1 1 — �. __ �_ --_— c`r \ �� \ \ • \ �L�'t— ` -- 1 1 'S` '- /- 'ri .,. iT ; �_ - -~ vr * f: - I FX 16" WTR- I ---� r_ /. F � 11 ] -_ r w �\ y _ /:' J.,1 T w - e -IAl -1� N______- v ^ r� _-J_ x _�__ / / /� iT r` - P \ \� ` - ' �� i . '��: t `� wy W Awa �` ---�- W _ Dd / / +� r/ / ' 11� A (:?.?"-7- 1 75---- . '-' : ..:AZT:t----111 �� \\ ` ailL _� /! �� s S8} i.• �/ ` �� \ © \ �I �:♦� EX R W ^~ .-i' RGUK�rf/ ,*ii-- .... .... ill ,NE=Praor � 9 �� 8. \ \' 1 Illpl( r� / a--NO / � . r - w�6aeurr LINE �' U y 1� /_ _ ~ _ ,011 �-W 1� IMO /IIN .\�\,�`\ $ ` + 1 ' � _/ ,--Int- 75fiii/ '•�\ ,'��! i� ,-�—\\ }- IllellilF\ _ - �. 1S1 35AC � , +l • —�_-- ''_• a z F•-I o r}...Art,pi, N - ti EX FH 7 _ ca \ \ ^\ � / / \ / //�� \ 1 Mall[ /� - _� e. 1 /rJ' -- - J a F•1 W Matic , I I �: . r- 175'`' 1 S1_-35AD /' i S i 35AD EX 4 WTR FI 1'S� 51a� i / 1 I Ti._ 0300 / . _ /� / p o rr ,� \SLI 0 .90 ~__'�~ __/ �'y/ J��.._ • ---� / s wood I � ,� !,/ `y/ � - ' 01 ��_ TL 01302 �'Lvrn �r--,1 a�Q w I `. \ 1 _ ,. / ,/ / 1 FM1E \ °me f _R. �- I. � JT1 �� MaN[ - F�1 \\ ti ,�' — .// t�` ' -- ~-- /� �_ \I -I ititle£ \ J �� \ ` __—�� / �,� 4. Ir -��' // '�� - � AJ `�! \ \ I _ /� ~_�.- '/' —J^\ I l \ - - �/ ice' �..,_ $i Jl"a0. � �� W �� X \� -- t; �s �O 0 .� `\ . �. oacww \ © 1I / 75 , /� ' r -' ��,y rawaalwamac a w-'1•\ 1 — � ,j --//' ' �' �.---_1 \\ �~ _ _ / •-i r - �a r� �( f " \ \ �✓ - ri' \ - \J 7) 1 —� 1 1 I . r ��11 / ...7----.-------.....' --' Z\ 15' DRAINAGE ESMT © _ _ JJ ` -� `- __ - TO BE VACATED _ — —'� \ I Q\`\ \ - - - '``';:,t --`" ;--~ ,I _ - / 1 Si 35AC _ -'• \'\ •ir •\ i, O ----- +>�tt ----__dot /' MURK ,� / /� ,.-.\ __-�_- \ /- "...,......741. - -� -y\ '-` rn �'' �`� ; ` '-r ter- TL 03800 ,"A . . / J �_ / ~--�_ -L ----- ON" / 6 ___ _ ;y/ / '1 74-`\ / - . ate', , �:- _ , �k I / -' j` \ —""�_ -----Z / --\ 1 ` \��` `` ��` 1P1 •• r' ' r ...0- '4' ---__ - ------ - <0---12. / _ --N., `� r ....-17°--....""-- ...,...------ ,, \ S -GLIA. / *� :�i © `�� `\\ -� 35AC ,�\ \, / /r � , ,.. -- _— v �.� r -i-- \ � - `� / �� \ -- --- _ _ `N. \ _\~1 — ` `` © —_ — -- — I -` N. N. 1. o7 , ./....;''',..0. _ R1DOR �``T _ - -:----- ----------------- - \ COR - ~ ------ (;_-'__________________:1_—ste-m 4?-. -165----— -- ------ __ -- 1 165 --1- ��_ --- --__ ------------------, — --i" / /�%' APPROXIMATE l OOYR i �� -----..... ''� `-` v 71- .... a /�.��` FLOOD PLAIN LINE ��\ -____ /_�.. �� o � - `/' ' 50' O' 50' 100' / ,C) __-__ Mil 1IMIN (ELEV.=163t1�1GWD.)` `-s2 `�-- - ---- --- 2-1, Ns- / \\..............7.7 ........ FEET.... IN FEET \ ---w.,..-."'......''./ W. `w ....V. ' V ..,.e• /'��, PHS DELINEATED �'`. COO / �'' ~__~_ / WETLAND BOUNDARY �o - ` 3 / - - 1- 1S1 35AC �, \\ ~1 S 1-35AD ''~---` x TL 04400 Z J ------.,__...-A9 i r`I \`\ TL 04200 �~ ---_-- --___ -_ 1 - ., ,." r�� J '� \\ / 1 \ " w 0— .' / 1 1 /� i' \ z ..--::: / , , o 1 1 V ,,,,,,,,,," i ,'' / i 1 r 1 c24 Z / .. / _.� _ 1 1 - 1 I 11 , ....- ___/ / \ / i\Q % 1\Q e" / 4 1CI r 1 \ I `i \ I SI 11 ' II CD - ~ `i `ti— `__._- 5 ` �5n� � ��. �� 1 EXISTING SWR ren �,'' \\\ I, `i M�'y 0 3 =-�- __� �- ��t+` --moi- -- - -__ ! 1 TO REMAIN ;r, 1 I 1 ________-- - _ ___ 155_ _ s =��___ - _ W " Y,p�tY .c..:.r.,.� I \ - � `c- _ - '��- - _----=:-= -`�- I 1 I @Ir4II ` � /-�/ z 0 1 S1 35AC \` - -� i I TL 02800 ~ - --N 1 r/,- -\ ' 60 1\ j T�1 U CD in LEGENDi . _ — _ =Y s�.� ` ---MINN _ 1 1 Cn o 1S1 35AD -- •�` f OVERHEAD LINE OHL r `.'� s2 •11 �I •--f - (I1 SANITARY SEWER LINE �5 IL 01400 - ~i60. ' P0. Q U W STORM DRAIN LINE SD ,____-_--1 `- --� `21 CD GAS LINE I • co a 7 WATER LINE w — — f nn EASEMENT DEMOLITION NOTES V PROPERTY LINE — — O DEMOLISH AND REMOVE EXISTING BUILDING (UNDER SEPARATE PERMIT) CONTOUR LINE — — —700— — — 22 REMOVE EXISTING FENCE AND DISPOSE OF OFFSITE PROJECT BOUNDARY W o WATER VALVE r .3 REMOVE CONCRETE SURFACE AND DISPOSE OF OFFSITE E--4 HanmiGlobal Partner YT CAUTION!! LOCATION OF EX UTILITIES ON 808 SW 3rd Ave., Ste. 300 STREET LIGHT * O REMOVE ASPHALT SURFACE AND DISPOSE OF OFFSITE THESE PLANS ARE APPROXIMATE AND SHALL \ Portland, OR 97204 E BE VERIFIED PRIOR TO CONSTRUCTION. SIGN 5 O DEMOLISH EXISTING SHED/OUTBUILDING Phone: (503) 287-6825 FIRE HYDRANT Fax: (503) 415-2304 1 MANHOLE 0 ®REMOVE AND DISPOSE OF EXISTING FENCING NOTE: www.atak.com '5 INLET ® 18056 C18056P100 7O EX POWER POLE TO BE REMOVED. CONTRACTOR TO COORDINATE PRIOR TO ANY LAND DISTURBING ACIMIIES, ALL PRE CONSTRUCTION EROSION CONTROL MEASURES SHALL BE IN PLACE PER APPROVED W Project No. Drawing No. REMOVE TREE REMOVAL WITH PGE 0 1-4 1200-CN PLAN SET c1 . o Sheet No. a © Otak, Inc. 2016 . • 0 ❖.❖.❖.!,•./ - r SW 90TH AVELd r�•� " AP- ;A.'V'' r EX R/W 7 J Ct r~ — "4' -./•• / TV _ ____ z . .. ,..ii / . A /93 ` 4+00— I' 5+00 1. r SD G G = I SC3—� 1_ �--SLY �Crl � • _ OHL OHL �_� 4HL o OHL -r—OHL 0 6 L Y..; I �� f SS i. I SS 6100 7+QO 3 3 �R G G G G G G v I 1 `�' r 11 1 -'CL- ` I _ s I �g SW LAK iT IAlik •• • r •CC 77 t" vr ir -vr -w- vt 14 -I ---- — —. r • .. t , v W, . ,.. • • ,. w� �I LIDA R2 • i 0 'R _ • �, A R3 a T f+ — I -- IDA - '�-f 14. (V O / .. • a % 1-a a N. R/W. r • .. ;a ''' a, ' •, 1 + W 3 G • �• r , a Ila • r a • a a • - • r • • • - a • • i • 1 t o ' ' "' ' - xv e -. . . _,. _, 11) cv LEASING r ( 6o / 1 o BIKE RACK PER J OFFICE x BIKE ROOM J I i+vATER/ LANDSCAPE PLANS � I `'' t i I / ( /j� RESIDENT AMENITY I , 't a ii V ill c / W ,;1. - W 17 Z�t�, �j I i i_____ `ti / ��( Z7VI -- - I oc II 51z:). ii lf.' -'ll --1 ' / G1 1 -C9 - o_ Z r, VW ri U N / --<- 1 I!' / Il i: i! COURTYARD .--td . II , w r��' PROPOSED �T 2 III PEDESTRIAN 1V' DDE /// �: o a d - , -1'„:7; p'' `� � V(H , 11C,<<-11-215'--1 1$ � � o� � o �, C C (` (' ( t' ( t 777. 1(ACCESS7 (, EASEMENT / ;�-4' i 9' POOL ' i R TRASH t ( L { [ t t Pr �, / • C STAIR; $ l / / 0( I C I~----I 12' I. In } CV -.4.- - 6' STAIR 2 co I C I c 0rri 1.5' Ai 41' . ' - -I CO n.,7 / / *to 1�C I i ( °� Ti- 9' STAIR 3 SP., • $' II- - - - _ ..i /../ r.,Q ��C � 01 0 , `° POOL EQUIP 24' C C' C C 0 0I C (. ,ii C DC 2 fp' ,� I I4 ii iin---....- . --___.......i, . _ _ .— il rA a , i y N88.52'22'W 129.51 1 d d Q • 4= CJ C L=O ==.1==i1 c-� ="7 d •--.•-_7 d 1 C I i!'fL!TY4 t UTILITY C C C C C C C I CC CCC C' C L' C (' C (' ( I WATER i 1 #.110.. 0/41t IAlk `C I $' �I _ . r 15 STORM rnT a, DRAIN ESMT \ I TO BE CI 1,0`;-) VACATED \ \\4 (' �? a N BUILDING 1 \ {;� / \ c° 7.75' (TYP.) v OVERHANG '. �� C \ 1 . ,,,,...„ C C C C C C C' ......_ t t' C' L' �' 1-{' C_ C' I C C C' C C C I , . 9' - -If ' �o�© C C C C C C C c y c7 1 ! !- d o c—, � I c� c0 0 oi�� Io - .--------1----------------- \ `�� 1 RETAINING PROJECT "'� PROPOSED �i WALL BOUNDARY 20' WIDE \ — —�` r^ \\ � `�� 1 ___________4( PEDESTRIAN �`.� ___- --- -��' ` ACCESS _�._-- �`►. � 3 o EASEMENT ..... .......... ' �' ~J -� sod o 0 � v PHS DELINEATED APPROXIMATE 100 YEARV ( `�- _ W WETLAND BOUNDARY FLOOD PLAIN LINE '��- _�� (ECFV.=163't NGVD) \ ------._ ------------, -- ---- '` \ / 1".......... i •`.... i ii i Fan1 - / N 2 Z ii Q n o T W 0 0LI 1 1 1-4 Q w al CD C._.) 0 , / LEGEND CID SITE EXISTING PROPOSED RIGHT OF WAY - - - - o 03 CENTER LINE - - - PARKING PROVIDED: >El4"I LOT LINE - - 1 .1Oa w STANDARD SURFACE 58 ►-� EASEMENT LINE — --- — — — -- — — — COMPACT SURFACE 108 E-' STANDARD ACCESSIBLE SURFACE CURB 2 STANDARD COVERED (GROUND FLOOR) 1 D4 W LIDA I _ _ COMPACT COVERED (GROUND FLOOR) 13 HanmiGlobal Partner SIDEWALK14 . . - • STANDARD ACCESSIBLE COVERED (GROUND FLOOR) 4 848 SW 3rd Ave., Ste. 344 N o RETAINING WALLS Portland, OR8 97204 c24.41 ON-SITE PARKING PROVIDED 289 '''iCip Phone: ((503 215-6825 ADA PARKING Fax: (503) 415-2344 STALL b` rrw�r.otak.com N 30' 0' 30' 60' COMPACT SPACES 121 PRECAST CURB STOP.i. iim1 CITY ALLOWS UP TO 50% OF PARKING TO BE COMPACT SPACES 42% 18056 C18056P101 SCALE IN FEET W Project No. Drawing No. C1 . 1 5 Sheet No. a ©Otak, Inc. 2018 55 1 • SWI' / `, EX. 12 SD oHL �, CAUTION!? EX. 8" SS EX. 12" SD -f5. . ., • �� ,�_ �- � �, n EX. GAS LINE 07 ELECTRIC OVERHEADEX. t rr, r G o A�` - OF - - - 4+0a = - O 5+DOG • ,.' © SD G G . G S SD G _ SD G �^; N y 6+O(40,,,,,..?:_.," r 7+00 ( SW OAK ST s+oo 3_ s+ao ~G c ;. _ _ ifw O VI_ f +` 8 _ : -- I �S I SS�----^ ..---�._�c,i _ cc.__ i-, _ ^ s. . O - �c1b+00 O G o N v�M M w kms.-,� w �" ---- SD 17 .� - SD .p E�Cp16 WATER S r,_. ,_! _ ---} .:-.- —Hiss-- r �i+oa - iz+oo' ° aR _ SD I� SD SD SD �- ` = is z _ ...___Alw w - ® _ w - �---w >� SD SD --- ----.11. SD SD 12 o wvi- ww, ' . • ' - 11•11, ' \-... ,..., , ... -_ -7:--1=7 . • • • LIDA R1 II \\._ EX. 4" WATER / DA R2 N• �, ��r� -ter. - -411.:6 `� -- - ,t • ABANDON • i • 0 . 4. . , �_ LI ° L A R3■ IDA Y a 0 EX. SD PIPE .., d 0 ° - • - co V I il — r 1 ,.., II... . . . r _ .. : 1 _ . .• • .. . .._ _r_ • . . . . PET SPA -- _ I — — a 4 � sr Q o C� Mill ' .,..„ / U7 81 Ill L ., ..,, �GFali�tii UhFiGt !, O / O ? Q _ Cn �f:�!�J e. r ~ f 7 n N / 0 / lye 41/ COo RESIDENT AMENITY It1 , i � li�,� U � • EX. OVERHEAD ELECTRIC 70 BE �� `�' —� RELOCATED. CONTRACTOR TO PROJECT �, Z Z�o��o, 0 , I BOUNDARY �, �, ,.._, o `/ j ` © I n COORDINATE RELOCATION WITH PGE. z w '? U `� l/ 7 / VI t10 la El � �� I N j i �� w 11 w . it 1 i::,........ ____ .:///4- Li / 15' ST RIS ,, rV ARCH PIPE DETENTION / F`S / „.,.._ la DN �! � CHAMBER SYSTEM _ _ ARCH PIPE DETENTION , �y N / Z; © CHAMBER SYSTEM 0 AM ill 7 T . II74:)" I = = .0_ r� li I! \ 1\ ' k- ‘sk\ .. r�lo7ooao id dQ dqG ©q . o a' 11. I 001.1a U+i "i4 t UTILITY w w w w w—..��• 0 �r r "' w '"' •��w Rw 0 1" w w`w'! w ^' ! n`C1\14443: 2_____HA'ATER © w ..... "--1.--1 ,00/ (e.-- 1 . `� ST ST insT ST .� I ST I ST I N I ST .1:S: ill ST -_ __.. .I.,..,. ,.o==a o =o=o��tc,� c� c a o a d I 1 ---i- --- --- ----- - -- -- --=-- - - olo ^,I=©�d�[� - �1410 0 d�oI= d r� ,_, rte. 3 - --- - TYPO r •i h - 20' PEDESTRIAN ........... \ i — •:o ACCESS ESMT .` �.'� ~`� •� �` '� Cr)o _ [ i _ Z _�_� � 30' 0' 30' 60' � IV PHS WETLAND `` r11 DELINEATION ��`�- SCALE IN FEET - \ / APPROXIMATE 100 YEAR ~..-'- r • '! i (ELEV.=163'± NGVD) \ FLOOD PLAIN LINE ~1�'``-- ___- / .........._ i / ..ell p z N Z zs o CL CD Ckf o � J UTILITY NOTES F- N GENERAL UTILITY NOTES: LEGEND 10 CONNECT PRIVATE SANITARY SEWER LATERAL TO EXISTING PUBLIC SANITARY SEWER MAIN BY CUTTING Iin V 1 F— IN NEW SANITARY SEWER MANHOLE OVER THE TOP OF THE EXISTING SANITARY SEWER. VERIFY CAUTION!! LOCATION OF EX. UTILITIES ON 03 1. EXISTING UTILITY SHOWN ON THESE PLANS ARE PROPOSED LOCATION PRIOR TO CONSTRUCTION. L� 0 THESE PLANS ARE APPROXNATE AND SHALL APPROXIMATE AND SHALL BE VERIFIED PRIOR TO EXISTING PUBLIC STORM LINE SI3 E"' lelCL i BE VERIFIED PRIOR TO CONSTRUCTION. CONSTRUCTION. STORM LINE PRIVATE STORM LINE O PUBLIC STORM DRAIN LINE TO COLLECT UPSTREAM RUNOFF AND CONVEY THROUGH SITE TO OUTFALL E-1 M U 2. FOR HORIZONTAL, VERTICAL AND DETAILED INFORMATION SEE IN OPEN SPACE (STORM LINE TO REPLACE EXISTING DRAINAGE DITCH, EXISTING 15' DRAINAGE 0 UTILITY LAYOUT SHEETS. STORM MANHOLE STORM MANHOLE O EASEMENT TO BE VACATED). U C) 0 3. ALL PRIVATE HYDRANTS SHALL BE PAINTED RED. 4. ALL TEES, BENDS, JOINTS, AND END OF WATER LINES STORM CATCH BASIN STORM CATCH BASIN ,!u, 3O STORM DRAIN WATER QUALITY STORMFILTER VAULT/MANHOLE. up al SHALL BE MECHANICALLY RESTRAINED. GAS LINE STORM CLEANOUT co 2 TELEPHONE LINE PRIVATE SANITARY LINE SS 4 T• RAPPED CATCH BASIN (ON-SITE). ^ ^ o WATER LINE SANITARY MANHOLE O '""' v Q CI STORM WATER OUTFALL AT RIP-RAP PAD. ,.� WATER VALVE SANITARY CLEANOUT d POWER CONDUIT PRIVATE DOMESTIC o FLOW CONTROL MANHOLE FOR ARCH PIPE DETENTION CHAMBER SYSTEM. a yr- or ow Li ELECTRIC LINE PRIVATE FIRE WATER LINE �" R" O CONNECT TO EXISTING PUBLIC WATER LINE. EXTEND WATER LINE TO BACKFLOW/METER VAULTS. W STREET LIGHT WATER BLOWOFF 4 COORDINATE WET TAP WITH TUALATIN VALLEY WATER. HanmiGlobal Partner Y FIRE HYDRANT FIRE HYDRANT $ � 808 SAF 3rd Ave., Ste. 300 WATER METER O DOUBLE CHECK DETECTOR BACKFLOW, WATER METER, AND DOUBLE CHECK VALVE BACKFLOW. \ Portland, OR 97204 FIRE DEPARTMENT CONNECTION SANITARY LINE -- SA - PUBLIC STREET LIGHT —3 9 L• IDA FACILITY (PLANTER/SWALE) FOR PUBLIC STREET RUNOFF. CD Phone: (503) 287-6825 M o1. 4 a PRIVATE SITE LIGHT 41,-• Fax: (503) 415 2304 SANITARY MANHOLE10 REMOVE EXISTING FIRE HYDRANT. O www.otak.com WATER METER 0 FS DCDA DCDA 18056 P18056P102 Ca) P• GE TRANSFORMER LOCATION. CONTRACTOR TO COORDINATE INSTALLATION WITH PGE. Project No. Drawing No. ).. 12 E• X. GAS SERVICE. CONTRACTOR TO COORDINATE DISCONNECT AND ABANDONMENT OF SERVICE WITH C C1 . 2 0 NORTHWEST NATURAL GAS. O� Sheet No. Otak, Inc. 0016 1 r a-- I w' _ , � \lila W\ 90TH AVEz IN Cr) Li Wilifif:///,,„-e- ..„- , , _____ - --- --------i° OHL / Is 1-4+00 ------ 1 \✓ \ G ~�__ n SD Sp DHL OHL o DHL OHL N I s 5+00 ! \ S p 1 1� -- - - -� SO r� S� - - � _,_e ' o o f \ %D� __ 7+00 6'J/ 8+00 SW - g- G G \ \ G �\ •w _,� �$� o D 0 �� 'IL 1I _ - _ 1� OAK , � sfoo —r6+ao" rgoo \\ \ , w _ w�.:, - _ w _ SD' D i SD +r_ _ __SQr ---- SDEX R�1�r S SD - - SD.... _�.� rte... \\ J ♦\>,_— _ o • _ - __ �, 1S) ;s-c vv ` ♦ —` --- -- _ . •` � aY /� �I �I �.� .--- �. w/ ---- -- W - ` - -4�" 1 ' civ.-� 3D - �In�J � _ -s �D �Q -- O !r ,// r - - ---- _ \\ \\ - \ �� / / �T4 •�1• _ - - _ - - • I SPG:" - A -- _. - -- -_ _ f� ---- - ' '~ ...-1N, -N /------._,w '. \♦ _ , S- `/ °• a , / f, -� - l-__ -.-•1111- __ _... __ - --- - -.... __ i±� —�- �~ _ - W -OM1 ` �"`� -._, ' i LC] v Q _\ 1, w r -•!.:l'-- LIDA R11' ' ; ,--- :�75MINI 4 •d �' � ; -^' ~ \` • 1�1. p' ,;! • • J: 4 •d e '/ /• .\, LIDA R2 \ LI A R3 ,_- - �� j TMJ ,-' " �\ \\ ! 1 • i �/ 1 ., ,J Wa'e �\ \ ° _ . ° a iS a e .. L a_ / ...._- ..r_• _ 4• . 1. 1• e . a a / ,1 p I ! 11 - , / �,, _ iw — e '. • !^ a"• ,/' , //Y.- /�/ ice/ ' `. \�� ,/I//r~ ' \ _ - -- - \`\ ■.■ - - - . _• •�r.�.+�.�F a `r 'L"'�'� .. _ Ga~ - ° • p/Y .-�J \ a \ / I - • 6 1 i . i i •♦ , �� --\ /, \z I BIKE RACK PER ��._ I 4 I a I 5 ♦♦ ♦\ 1 `\\\1 ` \ _ //� _ r/i'�� P l ; ( - 1011 //-- �7 ` - Ip)'-- - - -Y L L \ ,-. L_ _J __ ' _ 1 L�NDSCAPE PLANS + 4 -5 1 c�i _./ , `. ` , I -';'/,/ I 7'/ • �__ ' FF 177 13�f ' ' `\ tr, I /'• 1CDr /�,� 4 --- ,- , 4 . , _ _ (FF. 178.18 - \0 <4 .,> N\ l / f/ / I �\ ' \ /' /' (FF 177.63— �' /' / � �4 9,, Q \\\ 1 ti � �� i/ ' II ' ✓i------ /' ,AFF 177.13) 1! \ \ : .\ \\ --------'` /'/ ' # Ifs '' ,/' S 1 � ,y,�'W ~j °�1 J 1�7 \ Y\ F.\� �',� - �� --I-EL -'-•r' '/ -1 �� l f -y.._,....-- .. ..�.�. \ �1/� . SS� \-`~ // •/ 1 _ _ - /' - 'ten _ L. \ \ \ ♦ •'J$ � f - I ~---- 'i//7>z " ` Iti` ✓' - ` l I j -. 11 .. - -- - i ✓' r / ✓-"- r Com. z L. I O // \ S, ,... • PROPOSED ',\ \ $•.• / • �n �_ _ -.. _ r; r citi ��, i _"� o ! \\ �f W ti ✓✓ ,/r // • -- -�- --_._- f '� it -- -,.---- ----'-� \. __, �\ �i la I _ �i1! ri /,: �n/ �t7 .1� d 10 WIDE , -____� F �. ill _ 4 _ , / ," , , l! l� x PEDESTRIAN \\ \ I° - �- m_ - -- - �, ACCESS \7 / ,' `% - --- '� _ • \ _ - J - � ___ il , , /, _ �_` 177 7- . --. ✓ -� ,' �� _ 7 �. 1 I \1 y \ -� � 1 it 1 1 r ,/ EASEMENT „1101,40/ r 5 ___- ---- --- II { 1 -1 0 -__ ~ /4 - , , ,..._., _ 11 \,,, ____ . . 1 1 ak „..__:!"...'''''-'- ..J , _ / , // r' 0 Q 177 _ -f... \`_ __--_ __ I -.'' / 1 r -� / 1 __170-----, • / -I` I” / - _ FC ' ,/ 7 / _____________ _ ___ - - [ .--.--, \I )'...,_)4,-i------------- / / 'i ifr - , \ I � v176 ~t-�- -- /' / ® 1 _ ~ -- _ _ ,j • \ �' -� �1,�d- / ~ --_-_-j._-/ J -= �7.-� �} ti> I _ 1 moo' I I ,. _ 1 11 1 4 �`'i_' _ ��jI •�- ass -"_ \ --- 4 114 �. __ \ I 1 \` 1 �- \�- a -_ _ - • - , 1 ,, 1---• ,----- " i WO "... , ---"""r"-- i/4, ,( 1 , ...- !, I ----(----- 4____t _ _ . __ _• .. . _-..._..„- . _. , _ „. .... _ . , , ______, _ , . „ „ ...'-',. N --'k _ 15' STORM t - r ~ �-- , `. '� ; ,' '15 . _ DRAIN ESMT �` � n -- ---------------” ' TO BE I- _ _ �� ',,ST t:: S_ -- // ST ,' -N-7.\-----BI�ILDJNJG_ _ ''� - __--- _ �. VACATED �' �� _` _ �� OVERHANG _ -_- I �`� - -�_ _ C ST - _ _...,._ I ,, , , , : ...________, , ._._r 1 \\ ` - /- - T L� ST _ST - _-fi'r----- TRASH , i ___ i .. i ---- -- ---- ----- � _ _ �� -" - '-_� _ z \-15 -_- __,'� _ - �3 _____ __ ST .__ ENCLOSURE -.7 mil ._. \ ___------- _ _ -. J-- `.. 1 CYy //_��, -�- ```` _c . NM NY I-. ~lig r. r iu !� - ml iin- 'im -r \ r• _r_________ , _ RETAINING j� a�o� _ _ WALL / _ PROPOSD - i\ I- -I // _ ON o _ - ------- - - 165 ---- r ___ - -2Cr WIDE ` \ r — .�.� ------ ___ L� 1 -_ ' PEDESTRIAN '1 , ACCESS I "'� 3 _ E � EASEMENT ry _ N, /' �� t'tiQ O }V III / PHS DELINEATED Y ` '' -\\ APPROXIMATE 100 YEAR '' �' ---- ------ - _ _ _ -- -- , -� WETLAND BOUNDARY FLOOD PLAIN LINE ,' ---_______40t '`-- (ECFV.=163'f NGVD) ..,-.''''''''''.-- 7--- - I 214 \ •... PROJECT .11 / .- / . \ --------_- _ BOUNDARY I . cii.i/;) 22-4 +I z Q immil 10 \\ rn ‘—t � , I- -11 \\\ -'-_�--- -- I I Io 1-1.-- LPCPND GENERAL NOTESCO Li- a cn 1. EXISTING UTILITIES SHOWN ON THESE PLANS ARE APPROXIMATE 1. 4w EX STING 2 CONTOUR AND CONTRACTOR TO VERIFY LOCATION PRIOR TO CONSTRUCTION. } = ® c- 0 o EXISTING 1 0' CONTOUR •-370- - 2. FOR PRECISE GRADING AND GRADING DETAILS/SECTIONS SEE GRADING LAYOUT SHEETS. UD co O PROPOSED 2' CONTOUR 7- 3. FOR RETAINING WALL LAYOUT, PROFILES AND DETAILS SEE WALL 0 PROPOSED 10' CONTOUR 370 SHEETS, a O 3 • IV PROPOSED RETAINING WALL 4. ALL PROPOSED ELEVATIONS SHOWN SHALL BE CONSIDERED �, FINISHED SURFACE ELEVATIONS UNLESS OTHERWISE NOTED. ALL SURFACES SHALL BE GRADED SMOOTH AND FREE OF INLET PROTECTION IRREGULARITIESGEOTECHNICATHAT MIGHT AENGINEERINGCCUMULATEMESURFACEGEOTHECHNWATER. BASED ON W, TE DLANS ACCORDANCE WW Han tp OUR GEOTECHNICALOUR RECOMMENDATIONS.HGRAING PALL CGA NCS BN Partner 5. REFER TOL MO 4CAL CONDUCTED AS DESCRIBEDREVIEIN THE GEOTECHNICAL ENGINEERINGCDMEMO ITHCfp 808 SW 3rd Ave., Ste. 300 FFE- APPROX.E Iliiiiiiiiiill FINISHED FLOOR ELEVATION INVESTIGATION A+0 APARTMENTS SW OAK STREET BETWEEN SW GEOTECHNICAL INVESTIGATION A+0 APARTMENTS SW OAK STREET BETWEEN Portland, OR 97204 95TH AVENUE AND SW HALL BOULEVARD TIGARD. OR. PREPARED SW 95TH AVENUE AND HALL BOULEVARD TIGARD, OR. DATED APRIL 18, Phone: 287-6825 M DRAINAGE FLOW DIRECTION ARROWS F BY GRI DATED APRIL 18, FOR ADDITIONAL STRUCTURAL AND COMPACTION REQUIREMENTS. 2016. Fax: (503) 415-2304 30' 0' 30' 60' CUT/FILL // // BY. www.atak.com o GRI O _ 18056 C18056C103 47 o SCALE IN FEET W 0.1 Project No. Drawing No. g C1 . 3 — Sheet •No. a ® Otak, Inc. 2016 1 4'4 k ‘2" /ye .�1�.� ,r1, itD / Z •-• ...11 lit5 1 \ ,...)0=.,c 1 , 9130 / i h( , ti . ,..•:+ 4 it • *.\/ AO' i— a) ,-- o V,� ,�.` ►1�.� „� . _ 0 11 :�O DHL OHL OHL o ONL OHL z t , ,,) �{ - G ,I \ J 4 i5 .rai.r.rrrr. ' ' ir��', ��. G r � p S� ! I - `�) fes- C.- -- _._.....___G,__,___G G G C 3G --�-- o • 3 SD - ce 14+00 0 5+00 Jy/ 6+00 i,- "� N 3 8+0 9+00 N 10+00 11+00 �%'„ -.-:- — -• -• r n _ n n n OOFc CCESS 1 r 1 i �� f sc ss ® , , I f l� �!—: o ss s .._.-- o ,I_ :.- ES ACCESS J F >- o 26 // i d- FROM AERIAL v ,. ,. w ) w— APPERATUS - ___ 'fr'---W w w- w - w W w w .,, w— w // ��f w W w W w w fi APPERATUS _ �, CI , .. _. -- — 4 w . o w w ) S k._‘.....1...,..A.: - - - ' -• wir ' . Allir...! 66 . I 1 . . . 11._ .1 _... idli .) -,0,) 1 - . ' -. • d• d r ° °• d d • aQ " • • ° . ' • n a , < d S• n • + • + . • • `-, id a a . • '• 4 • • . • •• ° • • •• n • R y . d • ' • • • ' ° . ' e • e L - I •" • . . p�4 II I z O N.) ., , j ` a • C!C J,r •d < d• //: • ! a s .d ` e c ' ° r ° • . . da ° �. • r a . ' • m . rn . ° • d e , •d • d. - c 8 ' • a • j d• —�. e . _' I__ i : .i.i.__,=_.-.— _ F-- z . IH 11 - . — TT IT L_, _ , 1 II , : :'•: "l - [liE : / , t.v 4 . 6. EASNGOFFICE rrj 7 I 'Ll HiLG �w Z J W 4/ rrS o N., :'•_�'e . ATER �" � 'ii � � � W � � O � � I f RESIDENT AMENITY .:. .:::: F '17 o a Z �\ c7 rj U I ��C/ %: & /I 'OOF ACCESS �� 6- W 'QOF ACCESS / "' ��--yy w • 1 `_n , rn r--1 o Q� - � it_ .::;�:; ,::�:�� i - FROM AERIAL �� I _ H FROM AERIAL cii I Ei---] S .74 APPERATUS ----: ;� 2511 APPERATUS J 'fr w ��\�' ` �� / II C --- X W /; 7,i'+ 1 I 1 I i ' i ■�_ " a -; if[�::yr'::.'• ' ` " I I �8 1 •5�4BUILDING A FDC C �: M:: / OMNI I ill' • ...... - 11 2r 11 ,. -, I . 1 I „_. \ i 'S CONNECTIetd—' . .:':” (( a " 1 1 11 11 ��' - i I ' ;:;:; l _ ' r ti E 14 I I I I WWI I I I l T - _ _ —' - 1 - • I El I � 4 0 0 0 0 0 — o 1111111 • T ra o 0 -1 — 0 0 0 0 o o a = � � � � � , �� Ifl i K o j� I '�, •:*!: I TRASH / _ �i •, C C C C� CSC- C C C C l ;•i _• :.. - i / ! — � 1MIIIM ::: mo mm ,y _ �_. _ I■■■■■■■■■■ TRASH 1 111 - - C i ■■■.MMM■■■ POOL `■ :�; { - -- -- ��-- --- :iii 01INIMIMMIN / j 0 o :: C O STAIR 4 9 -. u `1 : ct::: _/ ,. ■■MODERN MN ■■MM■ ■M ■ � STAIR Y — ii 0,, u cm J A 'i U 1111 II ``:::•:: _�_ `� 50' FIRE HOSE / / 1 , ■■ i I N 111 % NGT :;::•,f� �:� iiiiiiiiii STAIR 3 1 '; SPA ■■■w L. 1 :'::k •:, -. C D1' El CC C C C . C t •' .... Gam-£ O O C-ofI— n___._,__ _ i i o l J / �j C T : j I 1 nT i 3 ice` _ ■ L-." I TI - ■■■■■■■■iii oO / jrC j< : :, C 0 j Pool EQUIP. INNINIIIR.■�. ■ .; , f j`, oi Z co �, • I �.� ee p III• . �INIH��NC::=1 • ;? s'.. 0 YN8B5222wl295lIMIIIMMIMIMEMMIP (C : P ! ir,...,,P,.# ,Je 1!� o ''''' 7 ca c� 0 0 0 " 0 0 0 0 �• •:,.'. :�.tti^ :::::::::>.4::::::::•:. �y� ... .,, Ac \:.:. :::•::::::::::::: \ • 0010.-- - `lI \‘c -.. if 1� C C C C C C C C C O C C I ,, C C C C C C C w r•` WATER CT •( ��::1:•::::.::::: unLmr 'uTIuT,r N„ �.:; -: :::.:� t' `' - I —VFR FIRE AC C E S S C •'•tR•r4'•r�7. Pf R R R R::::::::::::::::::::::::::::.:.:.X.:.:•:•[:.:.:•:•:.•:•;:::..:....X.....:•:•:•'.•.•:•: R ( .L� _a........•r7• ..•..•' �y sS°••. •e I I F FIRESPRINKLER::L: �: :��:�:: � �� :��:- , CSP K L E CLOSET 0 0 • ':• 1.1•••••••••••••••••••••••••••••••••• :�•'•`•:•'•••• '::.:.:.:.:.:.M.:-:':.:.:.:.:.:.::::::::::::::::::: •:'•••.•:�'.•.-.'.••.• '•':•:� •.�:.' •:•%:•!•:'''�'�'••• .fi•:::'.•�'' ..w1'� - :':•air':.::_._.•::':':.•.'. _ :.a'+i. �-':'s'r'-?-.s�I • :••,':.::'.•::•:':::••.: ....:::::::.:::: :::—..• FIRE ENGINE STAGING C • ••.�.• •N• (STAGING) \ \ \ f iw • _ _ - •.....h :T•••�"• ... .••••:.�•+.r L v.w J•i L 1.• •— . - ..•.:1.•• f •�T�.•.•-:•Tt..•.:�. w.•w R:•'R•�:R T.:r::'•'•. •..•,.:.\i•,•S•'1••.. . ..•..r w BH [31 C j FIRE HYDRANT - C C C C C/C C C C C C C C -C CCCCCCCC CCCCCCC C C I o o FDC — HOSE LENGTH -------------1—----------------- \ — oor�:oe ©o�e�o ��i.....i�oeo©o o©'. - i •'..:'::•:•:-.;:.:::.:.::::•••''':::::.: i i o 7 STRUCTURE BUI�CONNE TION TURNAROUND (MIN. 20'GWIDE,A28'/48' TURN NG RADIUS f E I IRE TRUCK I ` ---- / FIRE ENGINE ARIEAL APPERATUS ACCESS ROUTE �� ~ 4. (MIN. 26` WIDE, 2874$' TURNING RADIUS, 15' < BLDG. < 30') w . `` f --�— `ems / o j _�`y /77 ./2 HAMMERHEAD TURNAROUND ___��—�—y� _ --�„ 0,e//f — 40 (MIN. 20' WIDE, 28'/48` TURNING RADIUS) /(1\-- APPROXIMATE 100 YEAR PHS WEJLAND FLOOD PLAIN LINE ,� `~��-'' _ -163'± NGVD) DELINEATION i (ECFV �- ___--_-_ - o .11!!143 Z t \ / / \ .' --__- _ _ [--� O D N j �1 W Z , 30' 0' 30' 60' \ C z I• 71.4W O Q /-5 / SCALE IN FEET \ c24 0 I- 4 'o J in 0 ' , , o I Cr) CD o co on ACCESS PLAN NOTES LEGEND L.L. o_ } � _ 1. MAILBOXES FOR EACH UNIT WITHIN LOBBY OF SITE EXISTING PROPOSED r� W o RESPECTIVE BUILDING• o RIGHT OF WAY -- - - - M U l� i 2. TRASH/RECYCLING COLLECTION LOCATED WITHIN CENTER LINE - - - - 09 EACH BUILDING. NO RESIDENT ACCESS TO TRASH C D 09 COLLECTION ENCLOSURE IN PARKING LOT. EASEMENT LINE 7 3. ALL PRIVATE FIRE HYDRANTS ARE TO BE CURB E-1 o El 7 PAINTED RED. _, MONOLITHIC CURB AND SIDEWALK H+ J RETAINING WALLS �� Y a SIDEWALK [;:_;;.,k.'�;;;:. s4 ;, -,,'1. . '- HanmiGlobal Partner 11 ACCESSIBILITY ROUTE - Ci) 808 SW 3rd Ave., Ste. 300 E Portland, OR 97204 LH LH C Phone: (503) 287-6825 Fax: (503) 415-2304 Owww.otak.com N 18056 C18056P104 Project No. Drawing No. 01 . 4 60 Sheet No. a © Otak, Inc. 2016 )(REF LIST Ltscahe: 30 - - = G.-.-----------err J I I :1__-__.-<-- rv I \t y '�` G .... / SD _ SD om Resolved Y J' I I 1 \ ✓ SD 1 ` / .-,--•- • -------------SW OAK ST - fro' 4+00 t1 5+00 I 1 \ ' 6+0050/ ~1- ~-- +00 � r a; O C18056X001 F r-C"` �c1 (-cif - /cc_ E �� S o �� ` �� ,,.� ) \s, I .D �� I �� , - �- `_- -. �S -_ Hs.,.. . `J a N A18056xBLDG O �� / �� // i/. -j - -----~--`- _ C18056X231 S __,�$4 / / '� - _ Q , �D S/D D SD �� , SDS, _ �SD- -- S�► -SDx� - N S 18456x 190 W V\II° ,� _ ' �r� l -- �i ___ _ _r F EX R/W 20' 0' 20' 40' C18056X430 -_: - _ 'r �I� - V�`_�- - 41t tM -- --- a YY r Y N J VY YY W c1�o56x6oa "'" - ----W- _ - + - r Jnr - -`,"' : W �t Nr W ___--- ' ~ - _ MIIIIz i-75 0 _ ��. ��' ' / - f- - /� SCALE IN FEET o ° n-_e . f - N. ' _ --, .. • , Njr ° lkleir -z- I - licipirrfi d/ n s 'a J � 7 � ' li• - -_%/ aaa aikk LIDA RI / °\ \\ \ ' 1 eL >- ---- ` / ` - / a � J__ -/ / d /.w/.d ' a a a ° a aa 4 14 ' / 4 acr) a \ Q _C ••m\ IN ----. 1 / / Q a a °ad T CO I.d- raa e a a e a ////� //n/ ° ° Q ad ° ° a a a a Na � d 4 l a aa ° alea ` UO i L - a ° / /a , / a / a da d ° te / a ° ° a / Q �' � . ° aa4a lillW i \ • � ' / �� La a a � ° W � / O / / // ° 4 ' 4 / ea a .�a6 11 4° 1 - H p 0T e _ _ \ \ Z -...- Z ----\ \ / _.--------""--- 0, (_) CI I t� /// //' -�� 1lg \ ;,-qj"�/ ,�'/ /../ R/W // �� \ �r 1 l / / / 179.23_ - // / / \ ti \-� �\` _../ /// -_\ _ -- TC 179.25 b. / 'i/'-. i� // // P n \ �� / \ 178.06, TC / '7i' N \ �7 //' 1 I� P X S o TC C �/ ��,, - -- �\ �/ / 1 `:-) 9 & /~� `� / ' �. _r-_---- --178.10- --- Cn � / -- --- 1 1 Q W z�0 �j /i' 1 178.10_. / / I 4 .r _ 1 oLk- w ra ___- , 7y_�� Z // {FF 177.13)- �n � ' �,'/ / /' a / /_ - _ - i (F F 177.13) I i d� W S�' I 1 N. '- ii' /// ✓ Com` // // `-� -'/- II + y._ n�� N �y X " ° ' - I KEY CONSTRUCTION NOTE 5`b /i/ /6 / .�' 177.13 177.13 \ 177.13 \N `'- __ J / / 177 24�� TC7 TC ADA PARKING MAXIMUM SLOPE OF 2% IN ANY DIRECTION TC \ 1 TO ., /.... \__ , ✓ i /S '�/ (� _ ,�� -_ _ /.- - / i / • I ... N C___-)N2'7-72- __- 176.99 GENERAL NOTES / / I TC -� 176.32 \ I- \\ 4 �/ �� 'N 177.06 -- - -7, ----- -' - - - j TC W 1. EXISTING UTILITIES SHOWN ON THESE PLANS ARE APPROXIMATE / �'�/ ____ TC 177 24 \ �� / = AND CONTRACTOR TO VERIFY LOCATION PRIOR TO CONSTRUCTION. / 175.94 _ 177.02 / / TC 177.13 F. _ (I) / Al - - - - _- - - FF GRADE I TC/ 176.66f1 2. ALL SIDEWALKS TO BE CONSTRUCTED WITH MAX. 2% CROSS SLOPE �/ ��.TC BREAK TC \ / / TC W AND 5% LONGITUDINAL SLOPE. /�/I I -- 176.TC1 T 1 176.94TC /5.21-'-N _ W// /// j ` '° 17 _ 175.36 - (f) 3. FOR RETAINING WALL LAYOUT, PROFILES AND DETAILS SEE WALL D __�iC�~---_ 175.33 5.88 0_ / / / - -- TC 7- TC SHEETS. / _ / /' /^ 1\\ 175.7D 176.01 - _ 1 Fc '75 STC \\ .. 4. ALL PROPOSED ELEVATIONS SHOWN SHALL BE CONSIDERED • _ - '0.a°_ //4TC _ I TC • • FINISHED SURFACE ELEVATIONS UNLESS OTHERWISE NOTED. ALL • -- _ SURFACES SHALL BE GRADED SMOOTH AND FREE OF ilk i - � 175.86 ; 175.26 / I/ti/Q \ 1 1 TC __ - I ., - �' `` 175.97 TC 175.48 174.TC �,__ IRREGULARITIES THAT MIGHT ACCUMULATE SURFACE WATER. } ill - _ - 17v r' TC _ ' ---/ _ 175.39 / n.; -- - • • /10. ,. U ` _ \ 5. REFER TO GEOTECHNICAL ENGINEERING MEMO GEOTHECHNICAL//%' --_1\ I TC � , � _ ,-\ -a INVESTIGATION A+0 APARTMENTS SW OAK STREET BETWEEN SW A4 .' ,\ 1 „,-\\N\ 7),S i,. ., , _ _ _ _ ��` I = _ ^ - a ' _ d ` 95TH AVENUE AND SW HALL BOULEVARD TIGARD, OR. PREPARED • �i/�4): `� 175.27 / 1 �� BY GRI DATED APRIL 18, FOR ADDITIONAL STRUCTURAL AND ' '-174.80- l ', 175.60 `.. / TC /' r 1 4.37 \ 174.65 / , 174.21 COMPACTION REQUIREMENTS. TC •- r` 175.32 TC 174.36 TC TC _-~• .� 1 1 _ -'� TC _ _ - 175.59 Uj1 TC, l �" TC - - - 6. SEE EROSION & SEDIMENT CONTROL PLANS FOR EROSION 15' STORM DRAIN �\ II�` TC 1\ �` 1 /� /' ~� it • CONTROL MEASURES. ESMT TO BE VACATED 175.62 " �) l'�- 175.27 _ TC TC 174.84 r 175.44 / _ \ TC / / 173.92 1 - - r i 75.45 i 173.67 - _ i • TG _ �� TC d \ - 1� - �' ,' TC :_ DING - TC ABBREVIATIONS ' __ \ ________ ____ __ __ � - - ,ST S� - ST ,.T., _ OVE NG ~ 174.66 \`� - y TC = TOP OF CURB _ \ TC 174-26,_--__ L - _ 172.82 ST 172.47 T GB = GRADE BREAK \` �r TC ` _ TC 1 TC _ _ �� FF _ FINISHED FLOOR Fil 174.45 1.13 _ - /� HP - HIGH POINT \ ___ __ __ JC _ _ / �__ Yom? -��_ LP LOW POINT 124 HH -- --- -- ‘., \ ---.. --iiiiik _ 1 Ns \ 174.15 - 165- _� __ ` - _ Q `�J f��__-�� ---------� \^ � ��N �r:� 174.08 173.58 �� 173.47, 172.67' 172.56 172.02 172.28- _ 172.40 172 1 _ _ TC TC / TC TC TC TC TC TC TC Z ��`csi ��----�� _� i RETAINING O �� • • II \''N. \ ,......Ali as ( _ - _ �/ -_ WALL Z O _-- . \ / ,....,....... 7 1 , , --- -_ S1' CtJ 0:- -- -- -- -------- LEGE \ ' ........., o +` N. 7 , _�,��1 OL'iQ. I CID ( lr n 0 i Q- Er) '� /.' AN �'. EXISTING 2' CONTOUR ter! ��J fly -__ EXISTING 10' CONTOUR - -. - �+ 0 C� W o ,N APPROXIMATE 100 YEAR / \, - ci.rc - PHS DELINEATED � �� FLOOD PLAIN LINE // N\\ -_ PROPOSED 2' CONTOUR >- LTJ WETLAND BOUNDARY N. (ELEV.=163'± NGVD) / . - N. ---___ PROPOSED 10' CONTOUR 370 Q c� Cf) {n L. PROPOSED RETAINING WALL - -- a CUT/FILL // // o a ,....4 U ~~ N O 0. BASED ON OUR REVIEW, THE GRADING PLANS ARE IN ACCORDANCE WITH W Y OUR GEOTECHNICAL RECOMMENDATIONS. ALL GRADING SHALL BE E- HanmiGlobal Partner CONDUCTED AS DESCRIBED IN THE GEOTECHNICAL ENGINEERING MEMO Cf) 808 SW 3rd Ave., Ste. 300 • GEOTECHNICAL INVESTIGATION A+0 APARTMENTS SW OAK STREET BETWEEN - Portland, OR 97204 gL SW 95TH AVENUE AND HALL BOULEVARD TIGARD, OR. DATED APRIL 18, C/1 Phone: (503) 287-6825 2016. Fax: (503) 415-2304 I O www.otak.com BY: GRI 18056 C18056C200 c) Project No. Drawing No. W 0 m_ ±i C2 . O cip Sheet No. 0 a Otak, Inc. 2016 ,�YV i J11r\ J I ' ,, 8+00 9+00 _ 14+44 11+44 a N y.� -10 �l CC CC C- -t---- .3 t CC- C TCC CC � \ Lu N L ..J.. �Ir S i w w .. S S -TT� S S - - I �+. E S S� _ „ - i C.C I .-.� - _ -�._+ I .1 y J Zro _ D SD-- SD SD_ po N W S[ SD QI SD SD _SD _ CO� SD -- 1y �` YY �1.i� _ YY tN==�- -W- 4 -- -W-`--- - --V+ _---� ----r--1914- - W-- r, r��VNiLE \ yq! ouz Y V Yir .I Y' FST__+-„ W W - -4'jY-- WijIl -- IIIIII---- 4 --.__.- = -.- '-..\ ® Ill) Vl -"ANEW: ' AIIIIIr ' �.. a r-4 r LIDA R3 Ji \\ }l LIDA R2 a a __ -- - ^ , SCALE IN FEET m n a e a I)/ -C da4 a ' 4 i ° ° a d a ° ° \ a A\ I a e ° '_ \ e ° 4 ° 40e ° a4 \\ 744 a` d ` e ° ° a a ` c _ d a "i °° d i,„ a da as ,° Ii � I � ( 177.40 .1-___ 177.27--1.\\/ e e f a J TC c ,�° a \\ a c a e 45 d 1-da ° p °a da A ° da 11 a, a' a n a/ a 7 ° 4 ae e ° ° d g,r ° ° � �� a ad da a ° N' ° _ 7° d°a e 4 � ter _ '1a° 4/ / Sa r - ° a Q-- / 4 ° d°a d 4' ga a s ° a da ° a / a -�- d ° e a / �'J _ � / / _7 �-_ --- L / WF- 4 iII z. i fM apo7 . U N0 I ; HN 177.14177.60 TC./177.71 TC ® �� _ - -175- ) `" �_� .' i'„ 1 � Sc�� 9 "> 1 z oZoe =TC O ' , ' - ---- - �FF/178.18 W =1 {; / / __ / zc7 "5 cN --- CFE177.6 - _ f / I\\\ I \ a I\ 176.77 TC 177.54 TC e -` , ff .. �-1 GB GB a 175, ,r f _ -_- _ Q., w i � / ! l ' ' • f 1� c. I • � / 177.63 �. ��' ,� I 1 v __ '� /� �� / \� ___ ____ ! z 177.63 -- 177.63 177.63 177.63 r �J__ 1 \ ! TC TClijC I TC TC." r -___:-_-_-_-___:1! r 177.54 ,- - -J/ I - - �. -� KEY CONSTRUCTION NOTE U -_I \ I TC II �- 77 / ADA PARKING MAXIMUM SLOPE OF 2% IN ANY DIRECTION v 1 - _-�` r ' !I , , �' - 177.63 I _ _d ___ 176.56 _ _ 1 I 1 __ 1 0_ __� �'' � �'~' TC W 2 TC _ - 177.40 II I I )-- _ - - cr, r TG \. � __ �41 � wQ GENERAL NOTES _ 177.54 177.26 ` 176.99 177.17 CI) - -_ TC N\ ! --' ' 177.63 / TCI TC "TC 1. EXISTING UTILITIES SHOWN ON THESE PLANS ARE APPROXIMATE '' , - " �' AND CONTRACTOR TO VERIFY LOCATION PRIOR TO CONSTRUCTION. i F BREAK 177.04 W TC W _ _ _ 176.17 176.13 / TC 2. ALL SIDEWALKS TO BE CONSTRUCTED WITH MAX. 2% CROSS SLOPE {f} 177.55 TC - 176.65 - TC _- AND 5% LONGITUDINAL SLOPE. 6 ., : 175.43 GB / / C TO ��` TC_.--_ • _ / I 3. FOR RETAINING WALL LAYOUT, PROFILES AND DETAILS SEE WALL - r l- I _- --_ -, SHEETS. A. 175.27 176.60 ,�� ' -� - _- ' -� � � .:1, TO TC �p-. r __ _ - -_ -176.13--- 176.62 I I -_- _ . __ - -__ - __ TC. -- TC 4. ALL PROPOSED ELEVATIONS SHOWN SHALL BE CONSIDERED 176.05 FINISHED SURFACE ELEVATIONS UNLESS OTHERWISE NOTED. ALL ` w = -175.13 a --_ ' -- 176.48 TC - - - - -- -- - \ _ -\� ~-i-/� "' TC `-__ ----- ,_,-'� TC - I `.�-, " / SURFACES SHALL BE GRADED SMOOTH AND FREE CF IRREGULARITIES THAT MIGHT ACCUMULATESURFACEWATER. W EGULA ES G e " a a __4 -_ a /' -_____ti____. _a- _ 176.42` • -- y 176.37 ! 7 17 175.99 ° . ,� . _ n _ _ - _ _ I 17 17 5 TC 5. 6 53 5 83 _ 175 REFER TO GEOTECHNICAL ENGINEERING MEMO GEOTHECHNICAL \ TC __ - y-= TC C INVESTIGATION A+0 APARTMENTS SW OAK STREET BETWEEN SW N 174.65 /1 I\ 174.21 174.91 / - _ I 95TH AVENUE AND SW HALL BOULEVARD TIGARD. OR. PREPARED 6 TC- -' - •TC 175.01 „y- _ TC ;/ \ _ - f l BY GRI DATED APRIL 18, FOR ADDITIONAL STRUCTURAL AND _ TC I T ,� C \\ \� - ~ 176.30 - 176.22 I 76 33 COMPACTION REQUIREMENTS. �' 1 ` -- s TC 1 1)' - TC - - TC- 6. SEE EROSION Sc SEDIMENT CONTROL PLANS FOR EROSION 174.75 , - k CONTROL MEASURES. � 176-19 - - T176.23 - 173.92 TC - TC _ TC C 2._ DING ---- _ 176.19 T 175.27 ; __ TC_ �. TC � - _~ 174.49175.50:VE'� 'NG 173.27 --- - -- _ TRASHABBREVIATIONS - `\ TC - TC TC \ ENCLOSURE17247- T ' - - - ST S _ ST ST D • . ,. _.� --- r.--- - - ---__ J TC - TOP OF CURB r GB = GRADE BREAK --� FF = FINISHED FLOOR 1 _ = P = HIGH POINT _• ___ _ PROJECT LP = LOW POINT .� - I ` ��_ -- �.:-._ - --.. . -- - - I BOUNDARY _ __ _-- -- - - - __ - - J -_� -- - 173.89 - 173.97 _ ZO 28 _ 172.40 173.29 173.41 / TC TC 175.00 175.06 175.53 _I- C TC TC TC TC TC TC_-- - __ RETAINING ,-- _ - j z - WALL �Q / ___ - 165 -----1 .--� w Q �w•O W 0_ PHCD S N �. _ / 0 rc cn DELINEATED r _ 0 oho WETLAND 0 o \� o BOUNDARY in - O N - - omv, I � 1 C7 D 4 ESE \ I . I wI U H� W W __ �I ft T EXISTING 2' CONTOUR U CI) EXISTING 10' CONTOUR 37: PROPOSED 2' CONTOUR , a ..,_., PROPOSED 10' CONTOUR 370 .o PROPOSED RETAINI\G WALL -- - CUT/FILL // // w BASED ON OUR REVIEW, THE GRADING PLANS ARE IN ACCORDANCE WITH Y HanmiGlobal Partner OUR GEOTECHNICAL RECOMMENDATIONS, ALL GRADING SHALL BE C ) 808 SW 3rd Ave., Ste. 30D E CONDUCTED AS DESCRIBED IN THE GEOTECHNICAL ENGINEERING MEMO Portland, OR 97204 GEOTECHNICAL INVESTIGATION A+0 APARTMENTS SW OAK STREET BETWEEN Phone: (503) 287-6825 SW 95TH AVENUE AND HALL BOULEVARD TIGARD. OR. DATED APRIL 18, Fax: (503) 415-2304 1 2016. O www.otak.com BY: - 18056 C18056C200 GRI Project Na. Drawing No. g C21 v' . -6 cn Sheet No. 6 E ® Otak, Inc. 2016 • r� W o • a N U D I- m Z t� W 0 - L U d o pp pp pp ftpp d 0 T- L L L L Z CONSTRUCTION NOTES LEGEND C) CONSTRUCT CONCRETE SIDEWALK PER CITY OF TIGARD STD. —!�!� DAYLIGHT• - Ld o DWG. NO. 120, SEE SHT. C5.0 SAWCUT LINE -- cd1 CONSTRUCT CURB AND GUTTER PER CITY OF TIGARD STD. m DWG. NO. 126, SEE SHT. C5.0U a 3o CONSTRUCT STANDARD DRIVEWAY WITH CURB-TIGHT SIDEWALK d a z 1S135AB03302 1S135AB03303 1 S135AB03304 1 1 A 403 1S135AB03403 PER CITY OF TIGARD STD. DWG. NO. 142, SEE SHT. C5.O. S 35 B03 SIZE PER PLAN. 6 z .� a Q 1 C;) PROVIDE SAWCUT - STA:0+10.00, 1 1.00'L EXISTING POWER POLE, ® A g+ DRIVEWAY 11.00' L © 20' DRIVEWAY RIV A .00'L Q 22' DRIVEWAY14.50, BEGIN IMPROVEMENTS PROTECT IN PLACE I O RELOCATE EXISTING MAILBOX EXISTING OVERHEAD EXISTING WATER I 6 REMOVE EXISTING STORM DRAIN CULVERT c\N 9Sd� LIMITS OF GRADING ELECTRIC TO REMAIN METER TO REMAIN 0 O �Q z z`o�, �j — ' +' 1 R/W 681_ I 0 w 7 CONSTRUCT 7' ASPHALT RAMP z � '—' ° ,� -±-c.) .----,\I fb 0 - T tom//�! - 1 u 9, —a u r /---�%�-1/� !/ ! - - 0 fi �1 I _- - - � Ir 1.i �!! I ► ��+� � O� I-� Q O CT- i__ t -1-- I- L 13+*O i0+00 0+50 / 1+00 r S88522200 _ 2+00 2+50 V �1 3+50 1 4+001 E p J 1 bi �0 0 in co _ ' 85.098' 1/ i �' i o Q _ . + Q O i -- cd . -18 ..�.. at -,`,..,„1--- 5� ,CONSTRUCTION �Q r 1 �� — — I �,� r'SPEfD`25� _ - _-- �_ - r-1.ti- _ - c�r� - - 1 1 _� EXISTING EDGE OF PAVEMENT � \ NORTHING: 656273.1036_ R/W �`\ _1\ / I EASTING: 7619632.7262 N 15135AC03500 15135AC03700 15135AC03800 \ 1 >-15151 MAC 039q0 I .7 ri G'-1 N1 \ \ \N ` \ I \ `,_ `N f RAW fE \ \ 1 I 0.50' 0.50 I 5.00' 3.50' 7.50' ryI _ EXISTING GROUND - - _ H -- -- • I \ \ Q k PLAN. SW OAK STREET s/ - 0°F SAWCUT LINE, REPLACE AC TO R R R HORIZONTAL: 1" = 30' R 1.5% MAXI `/ . d 7 MATCH FULL DEPrN secTloN SL�Q OVARIES / 2.07____ T.\''''.* EXISTING PAVEMENT _ .:__,... •.,,... ......_. CONCRETE SIDEWALK PER CITY EXISTING GROUND OF TIGARD STD. DWG. 120 CURB AND GUTTER PER CITY OF TIGARD STW, DWG. 126 CD 0 TYPICAL SECTION E--1 + � o � � �DO d- GI NTS S. 0+10.00 - 4+39.98 192 �- o o° ,-fv " I 192 1 S � � II I I I 11 I I T + °o co� n CD cn � [n t- 1r0 Q � n II + � cfl• � c) o-) o � co• � 188 _ trr� crn1- < ov -- � o cnOc r CO � `(-7° � � o co - + (0 188 O + co co • + CO (n I I N '- c0 0� Lc) N M c6 r T M7 r _ n �Qfes - © _ — -� : � . 1 O II I I c�1 '- + '� ± -- , n 111 I' I I I I I ~ 2 cnr- ¢ � II II II II ¢ � QO QO 184 � t - cn1 cni 184 1 cn1- Qv Qc� cn � LEFT CURB _ cn o Q o "' o O 180 - _ -- 1 — - 180 TOC © LEFT CURB — — — — — O H O O 176 176 , L O+ — w w d� O cn O �' - 172 x ~ 17 2 0co rn 0 Cl) LCD il 0 192 + + `r'g 192 Ccl � Q I— CD � o I� II r- II O W I CID C 1 t 1D II z I 1- Cn u_i• • co v� i 188 L' O^188 E--i O# EG "CONSTRUCTION / - N a �-LI : -3 � � i t I I � r F--+ II a 184 - II - 184 U ClD a Cr)w < J CONSTRUCTION - Cr)W 0 180 , � � ` _� ! fir -- - 180 . CD - _ -- _ - - • a , . , co I� 176 •• -- - 176 Q / i : W T I 72 HanmiGlobal Partner 172 o U9 808 5W 3rd Ave., Ste. 300 0+00 1+00 2+00 3+00 4+0� Portland, OR 97204 Phone: (503) 287-6825 CURB PROFILES Fax: (503) 415-2304 •• • I HORIZONTAL: 1" = 30' www.otak.com I VERTICAL: 1" = 8' 18056 0180560300 N 30' 0 30' 60' W Project No. Drawing No. D __ C3 . 0 b SCALE IN FEET Sheet No. o_ © Otak, Inc. 0016 • t t'L t T. : /7 .q, 1 Z Z 1 STA:4+16.57 29.09'_ / ' CS '� / / 7-CONFORM TO DRIVEWAY j �' • / STA:4+27.35 38.02'L . /f 4+ _ / CONFORM TO DRI EWAYCI ��' / EC:4+87. 8, // //135M80000 % ZEl 771S135M0902 / 1S135AA04100 1S135AA04101 1S135AAQ4000 o © /'��►�� i / LEGEND o I ♦ . ��• ' �� + I CONSTRUCTION NOTES -- v 6��j• ril" ' t o° 7 1 CONSTRUCT CONCRETE SIDEWALK PER CITY OF TIGARD STD. -i�-ii- DAYLIGHT LIGHTccuj '.0. i, ��/ J � DWG. N0. 120, SEE SHT. CS.O SAWCUT LINE '�! Q��` EXISTING RAMP / /��y��j��,�j. t �N �`� STA:8+52.50, 16.50'R 2 CONSTRUCT CURB AND GUTTER PER CITY OF TIGARD STD- •....wj��• LIMITS OF ASPHALT REMOVAL °' Y e >< �i � 1: TO REMAIN / O c'� O c� 79' DRIVEWAY DWG. N0. 126, SEE SHT. C5.Q • I ♦. A. ♦ �� ; i EC:4+T�43, 39.85'_ � ' ,----� - - � R/WI Lu 12L w y, ►��*'S �j�� a _ 7 w CI) CONSTRUCT STANDARD DRIVEWAY WITH CURB-TIGHT SIDEWALK o o zM ' '�� 6 _ •/ / / - - - - - - - - - PER CITY OF TIGARD STD. DWG. N0. 142 SEE SHT. C5.0. H w _.: I. 'J� ---\------ • - N6 5U ht / - - __- _ �, -: w SIZE PER PLAN. o f-- _ i w71 _- 8C:4 X39.98, 1 1.00`_ ( R( 6+� 1 _ EC:�+88.18, 16.5�'R- V a en a. Q a I-coo 0 4+50 �` 5+00 5+50 , 1T �6+100 -- - 6+50 - 7+100 O 7 1 0- ^ 8+100 - 8+50 9+00 9T_; I F, 4O PROVIDE SAWCUT H o 588' 52' 22.36 -� { STA:4+25.50,. _1,10'_ Z/---- r -_)r-- 13$5.0.98' 1 1 c4 in+ d+ RC.5+63.23, 2Q:5O R CONSTRUCTION `- RC 7+77.98, 20. 08 - _ 2 BC:9+13.84, 16.50'f 0 0. o, O CONSTRUCT AC PAVEMENT DRIVEWAY, FEATHER PAVEMENT TO - o w I 1 AY -�__J . __ __-' _ _- - -_ EXtSTING R/W rt� 1 --- -- T •-- --- ---* W �-- �v --� o w CONFORM TO EXISTING DRIVEWAY. USE PARKING LOT ( , � .24-50‘R - R,' o Z - - - � 4 � ; 7f --, . __ B7+ zr�z4 5Q _ -�, . ^,, c- `9/ s�, rn x /� _ ......, , �, -- ,_ , • --t .-gyp i ,, - IV • -�'. _ *_. - ---- �,�„ -\', I r RECOMMENDATIONS FOR STRUCTURAL SECTION �,•w Z Z�o�� ci �' - f" - .A, v r� r`-� • ' Ems., O CONSTRUCT STANDARD CORNER PEDESTRIAN CURB RAMP PER Gr No >--1 0 - d STA:4+46.20, 16.50'R = �'c ' T •/ LI R9� i � N LID `g LICA R3 � `z.." Z n _ w "i v `CN BEGIN I pROVEMENTS = • • " i - • 4 # • . tEILE- ---2J\• ° , • _ - - CITY OF TIGARD STD. DWG. NO. 128 ON SHEET C5.0 �n _ �0 r. % .° ° �/ • • ' .r ° RCS:+24,03; a0, 'R - , 4 ., I d � 7-1, '� o�Q o wiY ° •'f l' --- a. . 7 CONSTRUCT MODIFIED COMMERCIAL DRIVEWAY PER DETAIL 1 W `� 17TA:4+ -1 'R ., . , . , .. , .. • \. S 88.80, 6,50 �.. /, l I O I ON SHEET C5.1 p4 �� y 1 r i� f -7 76' DRIVEWAY l l • �,f�/ �� - _,� I EC:9+3 .23, 24.50'R- �� p., ISI }� % ,\ 0 T O CONSTRUCT 12" THICKENED CURB AND GUTTER PER DETAIL - `,' / /� / 2 ON SHEET C5.1 I . °f - --- i I ( / I I 9 CONSTRUCT MODIFIED _IDA VERTICAL CURB PER DETAIL 4 ON /_( 1 6„ I- \` O SHEET C5.1 N. ! I _ • \ 10 CONSTRUCT 7' ASPHALT RAMP __ - • • _ Ifs PLAN: SW OAK STREET HORIZONTAL: 1" = 30' o a) ,d- 0-) p• � N°uO n � `" CO,- o N a d- 188 0 c° ' c° � - 0O 188 184 CD h"-: T n• + 00 cv o - ,. I -- T. 184 192 i 192 „ II + II n I� II II " 1 II II " ± 1 II II IIQ (� QU U it • 1 � 184 ~ � cn ' � � 0 184 180 ¢ � ¢ 2 ,¢r, 180 188 r; ! 188 + � - _. N ♦ _ - "' • �- Ln "' 180 180 176 - 176 184 w ^ N N Li...) ' o' °O ^ 184 STA = 1+56.60 CO2 CO3 Ln ii o �+ CO1 TO = 181.32 II �+ 'r ' , Ii STA 1+74.40 C04 1- J 11 II a II Q w 176 TOC = 181.78 176 172 I 172 180 - w ' n'' I 180 1+00 1+00 CID at -Cr - - EG © "CO STRUCTION �" n 11 - N `� cn w co 000 ,J-I;) o 0 - _ - - - -- - - - - U CONSTRUCTION 184 CDCD N , 184 184 n+ �+ 184 �/ CD N . I w 176 - - - , - - _ - -�. - - - - - 176 E� CD � + � + II II II II II M W . x !I II 11 H HI F- Q CD- u O w w CiD 180 a cp a c� Q 180 180 ""-`^ "' 180 LC) Eimmi He 172 172 w ' o u, o Li) + rip 0 192 II o 192 x + 176 O 176 176 176 Q z a w C07 , C08 cn o CV 1 C06 C) 188 � � °' 188 n = C05 O. °O Cr;te172 o0 0 1+00 172 ''72 1 +00 172 Q .. + N U II it ii II - PO c• ". CN Cr) n c)- cn Ln 184 1- " " - + � 00 CO o y. ' " � 184 CURB RETURN PROFILES 0 0 E (i') h- .I (-) II II + n ■ T"--,up + + CD _.... r % I IIII II "' I T± `- °° HORIZONTAL: 1" = 30' + Z o v II it n II H STA = 9 46.20 .-{ W ct- 5 - �" ~ o < " II ! II I! it VERTICAL: 1 = 6 180 �� o (a a Q r c�1- 0 o r-4 TOC = 177.39 180 di O � . Qcn � \ (I) - •C � RIGHT CURB - RIGHT CURB 3 _ � _ _ _ - _ _ _ - - - - - - � - - CURB DATA TABLE lin ,2 - 0 176 - 176 LI RADIUS LENGTH DELTA REMARKS J 1 C¢-7 (~ Lc, I STA 7+51.20 I TOC = 175.65 CO1 35.00' 48.79' 79'52'36" ~ I I 1 CO2 60.00' 30.48' 29'17'59" L-1- Q 172 5+00 6+00 7+00 8+00 9+00 172 CO3 15.00' 11.21' 42'50'00" O 0 o C04 15.00' 11.21 ' 42'50'00" F-1 Q C05 15.00' 1 1.21 ' 42'50'00" I- (f) cob ; ;:2;CURB PROFILESL 15.00' ' '42'50'00" Lo co HORIZONTAL: 1" = 30' CO8 15.00' 11.21' 42°50'00" i VERTICAL: 1" = 6' R/W o a „..., , , OAK STREET 0.50' 10.50' 12.50 6-00' 12.00 1---1 v - .i o - I E J SAWCUT LINE, REPLACE AC TO w vu MATCH FULL DEPTH SECTION VARIES XE-' HanmiGlobal Partner 1.5% MAX i 808 SW 3rd Ave. Ste. 300 --4.0%-.- VARIES .. . . ., y -.. 3. I .` 4 Y-1 Cfp EXISTING PAVEMENT \ CONCRETE SIDEWALK PER CITY ` Portland, OR 97204 i PLANTER STRIP OF TIGARD STD. DWG. 120 Phone: (503) 287-6825 Fax: (503) 415-2304 • Q www.otak.com o CURB AND GUTTER PER CITY OF TIGARD STW. DWG. 126 18056 C18056C301 ii • 30' 0' 30' 60' Project No. Drawing No. TYPICAL SECTION • E. -•■ C3 . • STA: 5+76.20 - 7+67.79 SCALE IN FEET o STA: 9+34.23 - 11+24.69 Sheet No. a NTS © Otak, Inc. 2016 R. N E, a N n w Nr,r N 1S135AA70000 8 _ O L C_J O Iz CONSTRUCTION NOTES LEGEND 0 OCONSTRUCT CONCRETE SIDEWALK PER CITY OF TIGARD STD. —"—ice DAYLIGHT LINE 1- a - DWG. NO. 120, SEE SHT. C5.0 SAWCUT LINE — v U j Ci) CONSTRUCT CURB AND GUTTER PER CITY OF TIGARD STD. 0° v aY ei — — — — — — — — — © Q DWG. NO. 126, SEE SHT. 05.0 OHL Or'_ = 0 �L'1 �.'�� /CI IL 1 /� PROVIDE SAWCUT a T (, Jj Q Z V rxn `� - - _ �" — STR:�.1 . •1F: -T 1 4O CONSTRUCT 12" THICKENED CURB AND GUTTER PER DETAIL ci F � -- [ _ ,,___— ___-:-2,:____. --_____r EC:11+45.25, 16.5Q'R T ' w �� END IMPROVEMENTS �— ��I ° ` ° 0 2 ON SHEET C5.1 Z o Q L•34 w0 _-t0'+a0 • 52' 2.36r E 1(31f5°_ 11+00 11+.0-, X12+a0 d E-' o 0-__ __ 1385.098' 0.,4413 Co) C• ONSTRUCT MODIFIED LlDA VERTICAL CURB PER DETAIL 4 ON rn La © ---_ _ RC: +35.05-,--20.5.0'--R-. `� ' "CROSSWALK" ``/1 4 �'CKOSSWAs_I — 1 y�11 _ - , ; —` , - - rOF! SHEET C5.1 CAI ,,,T.,7 --vv._ I_— ✓ I�� ,---t-------------Y I � —' � /�_`y _/I� - , -!k.. I 6flp W• IDEN ROADWAY PER CITY STANDARD SECTION \ tf, 9s�� y ((i Ily a tll,l I I� W..I , I ,I i.i. ,, i6�1 HI i l I I� III III i� ..I LIIYiI�.,L IWIiLI1 I hill L.11 1 411111 1 1 IiJIIi L,1 .1Y 1 II•,..11 d6J.l IIS '1" r /r' 1' „ 0 ict1—I I L -I 1 _ nr I �° __.... _ _ , , I = - I4---i I FF^^-11 I I II�L�J II ,_,.. C I ° ,' BC:11+24.69;'24.50'R J -'/ II 1J O - --- O 7O CONSTRUCT RAISED PEDESTRIAN X-ING PER DETAIL ON z �; • N_ ° 1110. �`' 7 i . , �:A_ • , . Ylk•;a. �• =1„./ �y °, i•0 HT Y SHEET C5.1 �� i^ o Q C cri i_ r. a ° — —.. , a 1�1,- — , I / p CONSTRUCT 8 THICK CONCRETE BUS SHELTER PAD, AS °lam y\, _ - i __ - I DIRECTED BY ENGINEER ��18 a `cw O III r- -1 7J-----`~- ' • I ! � 1 _ w i •••ULAD LIT ,� / P 9O CONSTRUCT 7' ASPHALT RAMP '- _ � ; / '�o� 10 CONSTRUCT STANDARD CORNER PEDESTRIAN CURB RAMP PER - �, ' ,-J .� I_,/\` / CITY OF TIGARD STD. DWG. NO. 128 ON SHEET C5.0 — I I ' in_ III_ 4 � 71 ,-N' 1 r i I�, Ir r 1 �. / � _ / PLAN: SW OAK STREET PLAN: RAISED PED X-ING HORIZONTAL: 1" = 30' HORIZONTAL: 1" = 20' 192 192 , L 188 -- -- - 188 LV CF) sit CP n 0 184 ` - - — 184 11 Lo II I II in rv'7 U) w ED © "CONSTRUCTION �" + T� 180 -- 180 _ C1 6 II II _JF f� 1 . r, COC Z - — C� - - - � �, - - - - - - O - - � � � . � � CONSTRUCTION o � � � 1 H � -� �, ,; / 184 ± `' � `� 184 / CD 64 170 176 . k II LI II II ri N )En X E.-4w i , _ • I � o no LC) w I ,I 180 180 H 172 I I 172 / , I� o 192 1 I I 192 _ / 1 Q w I 176 176 ~ Q / 009 \- 010 (1) x o ' _ • c3 STA 1+114.15 5 �, 188 188 1 \ I 172 TOC = 1177.72 172 O O N C+OCO � Lc) �--CD ib Fi O 184 I - � — 184 �� f; CURB RETURN PROFILES ai II o U U' ZLI-____.._ __ _ —II II - HORIZONTAL: 1 = 30Lil Q > < J S 1-A = 1 1+45.25 a w `� ,/ VERTICAL: 1" = 6' D • 0 180 w u' w ELEV = 177.65 180 / d� W © Q 0_ J 3 �_ _ _ , -a - - - - - - _ _ _ - RIGHT CURB PLAN: BUS SHELTER PADUD CURB DATA TABLE E-� �, 176 176 HORIZONTAL: 1" = 10' Q I- F- TOC © LEFT CURB a RADIUS LENGTH DELTA REMARKS I (-) (f) W C09 15.00° 11.38' 43'29'09" a _ 172 172 C10 15.0° 11.43' 43"39'43" La_O Q 0 i 10+00 11 +00 12+00 N O � 0. Q U (/) CO CURB PROFILES co HORIZONTAL: 1" = 30' , VERTICAL: 1" = 6' O . co o R/w �+ ,,.. OAK STREET 0.50' 1.--1w 10.50' 2 5D' I 6.00' 12.00' J SAWCUT LINE, REPLACE AC TO ami — MATCH FULL DEPTH SECTION w I HanmiGlobal Partner �-VARIES x-1.59 MAX _ H _. ^•4.09--— ° a . -, , VARIES W W .` 4 - I C CID 808 SW 3rd Ave., Ste. 300 EXISTING PAVEMENT = '� PLANTER STRIP CONCRETE SIDEWALK PER CITY ` Portland, OR 97204 OF TIGARD STD. DWG. 120 CID Phone: (503) 287-6825 Iii i I �+ Fax: (503) 415 2304 I // I O www.otak.com O CURB AND GUTTER PER CITY 18056 C18056C302 N OF TIGARD STW. DWG. 126 Project No. Drawing No. 0 30' 0' 30' 60' I TYPICAL SECTION Ii. mil C3 . 2 ,,- - STA: 5+76.20 - 7+67.79 SCALE IN FEET C STA: 9+34.23 - 11+24.69 SheetNo. © Otak, Inc. 2016 f XREF LIST / ♦�.�♦�♦�.�♦��4 ' ' f r ti\( f 61 D / I • Ltscale: 20 1 �:.:.:.:♦:♦:♦:♦! a// ' ffrI; _....... llf 7LEGEND Resolved ��:�:�:� :�:•�•� e ! 6 p I ��•� SW 90TH AVE s� I I�,NG PROPOSED o N c 1 ao56xao ��'��+� i�i4'�� , / RIGHT OF WAY - - - - Z n A18056xBLDG 10,----- ---. /,4-0;11r, �� __C18056X231 �1 / ms,8056x,so �� ' '^ _ _ — — �...�♦♦♦, ' CENTER LINE o - ��•�� '� ! J - - LOT LINE - - - - - U 15 v 0 --_ �a- 'r it a e 4 - p; /��w� .j��w��.►b // o '0 ® EASEMENT LINE - _ - o r - _ f e s — 4 G a �i V• e • /G ■ / — _ T CURB - o G v 3 G --G G �Via �� G SD SD SD LIDA r c 0 4+00 -,///7,-.__ 5+00 ///// G SIDEWALK SW OAK ST SS I 1 S ISS SS --SS-- - Y // 6+00 //// 7+QQ RETAINING WALLS 1.,:l c // //�/ I ,7-66 I -f SS I Vic..--- --:, —. __ - - --- Y� o C �+ w yy w / // //// r ADA PARKING w c� w Co w j- w �..w. �,--------- // rt/ in �n EX RIw STALL �` o Q • Q w u w--a, "VP w- -w -�ryr-- ------ z m 1 D — w �� / / wpr w w ---` w wo Y VII 1111 r a — e `.. ° e _� i �// w' -`w w W PRECAST CURB STOP ' e n ,, e a� a a s a / ' r i W c - e e ° , e" a LIDA RI `i/ 1 f ,` _� II.1 �O/� �• 9� \O O CD rv-j a e '� e a e a ' e / 441 / ' a e ' a ', e e -. of d e ' e • en e a -] c (y� 0 n e e -.. y c ed e e , ' r a c e n e a o v a a ` • a 4 a e a Ne a e . y1 R/W ° e ` e a ]a � Z W CD EN �� e II 6' 6 is jr s. 1 rf' ril F, 16121 Lux •-•---7 I ANDARD 7 = 2 '---� a PET .� ' -- 1 I .27, at \i- RTICAL CURB, CONSTRUCTION NOTES BE IN CURB AND J fi / o N 'UTTER TO THE a e�,' C.) CONSTRUCT 6" STANDARD CURB PER CITY OF TIGARD DWG NO , / - -_ J SOUTHI WATER 125, SEE SHEET C5.0. 20 CONSTRUCT CURB & GUTTER PER CITY OF TIGARD DWG NO / / 0 O( ' I j---- 7' 7/I'' I -'i /V / 1 126, SEE SHEET C5.0. / 11 % �•;� o CI CONSTRUCT CONCRETE SIDEWALK PER CITY OF TIGARD DETAIL ��, / - / f ;•j + 2, SEE SHEET C5.2. ,,F �� 0 ( /_ 4 CONSTRUCT CURB STOP PER DETAIL 7, SEE SHEET C5.2. '�� 20 / 15.0' / f. 3 0 �'; I �'� / o O 5 CONSTRUCT AC PAVEMENT. FOR STRUCTURAL SECTION SEE oat / Z0 O DETAIL 1 ON SEE SHEET C5.2. �� 7 O 1 -- p INSTALL STANDARD ADA ACCESSIBLE PARKING SIGNAGE AND / I 1.4./ / a STRIPING PER DETAILS 5 & 6, SEE SHEET C5.2. 261.5' '—_ TRASH j `� PROPOSEDCd) CONSTRUCT RETAINING WALL WITH FENCE PER WALL PLANS. 10'/ WIDEZC 1 �, L I 8 TRASH ENCLOSURE. SEE ARCHITECTURE BUILDING PLANS. PEDESTRIAN �I $ ' . 2 o i J v ACCESS / I 0 r, ' , 4' STA:-: 9 13 O INSTALL 4" WIDE PAINTED WHITE STRIPE. Go Ilk / / EASEMENT 1 0 C, 15 BUILDINGoOVERHANG % / 7."' C O 10 CONSTRUCT DECORATIVE CONCRETE PAVEMENT PER LANDSCAPE / ® 3 12 -(4) o PLANS. I it / C fi ' z/ II , 1 1 CONSTRUCT PARALLEL SIDEWALK RAMP PER DETAIL 3 ON / / C /�'� © SHEET C5.1 oCIDII 10 I / rite C� OC �ca� ' �r� ; PROVIDECURBBREAK WITH GUTTER BYPASS AT BACK OF / iC[I /z , -,• PARKING ISLAND CO7r PJ 10 oo 'in / 24' g �! C _ ()C-.) POOLANDPOOL AREA PER ARCHITECT PLANS _ j� I POOL EQlfIP. / © � , 4 o J o as I z r-., VC - o / © 4 �� + I 14 PROVIDE CURB TRANSITION SEE DETAIL 8 ON SHEET C5.2 rii.F.',i0z/ i a 4. a , , 15 CONSTRUCT SIDEWALK RAMP TYPE B PER DETAIL 10 ON SHEET A . v O C5.2 1 , 1 ' C' C C C1 C' ( C� CY �� C C C' C� 16 CONSTRUCT SIDEWALK RAMP TYPE A PER DETAIL 9 ON SHEET UTILITY UTILITY (24 1 L. ' w C5.2 /1111/ irm=• � 0 ® 0 0 p I'll° 15' STORM \ C1 0Q' a' DRAIN ESMT Q` O 9 �, TO BE \ O Z r VACATED \ �; O (TYP.) N 0 / (.1 f ° 2 BUILDING W ED 7.75' (TYP.) i OVERHANG ` _ o \ �` C /i J T n I ri r'T1 O I) ( ' IC C1 (_/ C C1 C (-' C C C C" t • i # I �� o� r� oao c� � � �, c �Ic� 1 H , LCA 1. . .... I . / , >- ,-- .... I . 7 12 4 12 12 ►-� / # .._ ` f , RETAINING C-+ O I l WALL LLI LiJ PROPOSED ;` L J ��'_� Q 20 WIDE �/ U PEDESTRIAN `��` �� ACCESS ' � EASEMENT 4 I ,- • a ...., ::-, `_`� 444.10.40/ O figlig.g. APPROXIMATE 100 YEARil PHS DELINEATEDA FLOOD PLAIN LINE ~�~�~' WETLAND BOUNDARY ~�'`` w (ELEV.-163'± NGVD) ``--__ E� HanmiGlobal Partner '�-� 805 SIP 3rd Ave., Ste. 300 '1�- 20' 0' 20' 40' \ Portland, OR 97204 E. __''_y Phone: (503) 287-6825 \ mu _ SCALE I N FEET Fax: (503) 415-2304 O www.otak.com a cv 1805fi P18056C3D5 Project No. Drawing No. - 0 3. 5 - / I Sheet No. Otak, Inc. 2016 XREF LIST Ltscale: 20 + J Resolved I LEGEND SITE D(ISTING PROPOSED o O C18056X001 f A18056xBLDG W RIGHT OF WAY - - - z 4) C18056X231 I Z U S18056x190 I 7 EX R W < < CENTER LINE -- - - - o (f) J � LOT LINE - - - _ _ o ° L I� :- v Z � � W EASEMENT LINE — — — g / — • — �- — — Q ~ CURB -. -- - U S I LI DA la w CL — --- a OHL OHL OHL OHL OHL v OHL as a ¢ `� OHL -OH_ a SIDEWALK p e . . , / c_, 1,=,.... SD r; r--G SD G SQA g�� G sD---�`_� RETAINING WALLS 1 W C Cn Q 6 G G G G G G G in 8 SW OAK ST G G 5 G G -Gw ADA PARKING r 8+aa �� - s+na7 5 10+00 ( ► SD r\ U 11+0a sD so STALL z N n --. - - _ -. _, 12+00 � Z vci - w w 4 �, 2-;"...m. r'1' -l- PRECAST CURB STOP l s In baa , 2"E t59-.0.5i e - w --,.� ,� w w w vi 14w '" w S a a -- ___ :� ;�V ra/+iOPPir III -w w w w w-- w III w w �� `��' a .1+--1111.—.IMEMEm. imptia �� ZiZ z� �j r%y a ° a 4 ' Li DA R2 , , _ _ A R3 • } - 1 I DA t, 3 aa ° ° a ° a q � � rnrl— eQ� � cri G e Ore c a c e °� �. ° c ° a c a a d a ° a Q ° a l ° a a ad da� e n ` a 8 ° u a 53 , � W r/ C d e _ � JV�y\, d a a a m a e, d e ' a ° N° d 4 ° a a ° n d d e a .• ..... . I. . 141... . a a a a _ a a 4 a d 4 e CONSTRUCTION NOTES W a / I w , I i•r I, I�I, I I I, .r . �I I o Ill -- , - • �_ ��-- ...... 111 II II ,II • r I III�° • 4° , I V wlw Ir ar I I I aJt' r,11 • .I. 4 I a G �� 5p d C ' a T- I e r 0 ILI IRACK PER p .,d LEASING OFFICE BIKE ROOM • I CONSTRUCT 6" STANDARD CURB PER CITY OF TIGARD DWG NO LANDSCAPE PLANS - 1251 SEE SHEET CS.O. 64 [I - 1 , N d - 6 - z 1 Ci) CONSTRUCT CURB & GUTTER PER CITY OF TIGARD DWG NO RESIDENT O = 8'I 126, SEE SHEET C5.0. AMENITY 3z' I O CONSTRUCT CONCRETE SIDEWALK PER CITY OF TIGARD DETAIL Ita"" 11-j ,--- w I F 2, SEE SHEET C5.2. - ® o ° rn T 4' X 4' 0 1 I 4O C• ONSTRUCT CURB STOP PER DETAIL 7, SEE SHEET C5.2. - - ((' - ° ix CONCRETE LANDING - ` ' 7TH.----,--[ i--' I- 7 Id 55 CONSTRUCT AC PAVEMENT. FOR STRUCTURAL SECTION SEE b • IC) 1.: ,. • oo DETAIL 1 ON SEE SHEET C5.2. 1 r I LI LP IS +� - ti .F- —— Pr I 1 � �: O INSTALL STANDARD ADA ACCESSIBLE PARKING SIGNAGE AND ;_- �l _ STRIPING PER DETAILS 5 & 6, SEE SHEET C5.2. ..p .. 1.-fl I _Irl ,_ - _ : . - a 26' - - ,n „. o CONSTRUCT RETAINING WALL WITH FENCE PER WALL PLANS. LCA 0 I T _ . - o8O T• RASH ENCLOSURE. SEE ARCHITECTURE BUILDING PLANS. a 1 {�1 {�'1 +r [f�1 VD ® .; ^r 4 _ lam' lam' V V C C rt CI.I. C �I �� C.-) I _ C° 1 TRASH 1 INSTALL 4" WIDE PAINTED WHITE STRIPE. J 1 -� 8' O 11 ° I 10 j I I CONSTRUCT DECORATIVE CONCRETE PAVEMENT PER LANDSCAPE 0111) 7.75' {TYP.} In PLANS. •, ' --- -6' 4:1 L STAIR 2 O 9 (Np ) `D 1 1 1 CONSTRUCT PARALLEL SIDEWALK RAMP PER DETAIL 3 ON - CID -_1 I , � 1 , � `� 11.5' 0 0 O ! _ / SHEET C5.1 E r a os e - II L.1_. ° 1 C) 12 PROVIDE CURB BREAK WITH GUTTER BYPASS AT BACK OF El SPA 18.5' zo / —� 8' �� _— I PARKING ISLAND _ _1. I t �� 0 ( L — — — — — — Z — w rI / I 13 P• OOL AND POOL AREA PER ARCHITECT PLANS a I z r C C C C C , o PETE '� 1 (;) PROVIDE CURB TRANSITION SEE DETAIL 8 ON SHEET C5.2 I] /J — R _ L - 15 C• ONSTRUCT SIDEWALK RAMP TYPE B PER DETAIL 10 ON SHEET a ' 4 v , E N88'52'22"W 129.51 — - C5.2 E"w'l .10 1 0 (TY P.) — 19 END CURB AND GUTTER ,1==i c= H, =-= ,==:„._______7/ 16 BEGIN STANDARD VERTICAL CONSTRUCT SIDEWALK RAMP TYPE A PER DETAIL 9 ON SHEET (24 C C C C (C C ` WATERCURB TO THE NORTH C5.2 I 1 END STANDARD VERTICAL CURB BEGIN CURB AND GUTTER TO cans 0 Q J Ilr_l 1 EAST. ( %:1.-) 0 0 , E4o U W z 0DI 0 (TYR) ' C z CD 1 1 . 0 7.75' (TYP.) �.r/ I d" F�1 cz:, 1 _......, g' -._ \ C24 IZ N _ _W E-- LL o C (1 C' C rn � Q o �' 0'� '�co i = 1� 4 =- = d 1 r-•-m --- --- a �' ? N 12 - - 12 T 12 )---4 w in 4 (TYP.) 7 Q U (!) Ln END CURB AND GUTTERin a C D o / p r cm BEGIN STANDARD VERTICAL CURB TO THE NORTH PROJECT 4 0 a o . 6 BOUNDARY [� �03 o � � � a PHS DELINEATED 1--1 WETLAND BOUNDARY o a , I I W l r o E—� HanmiGlobal Partner I- 808 SW 3rd Ave., Ste. 300 20 0' 20' 40' \ Portland, OR 97204 N = Phane: (503) 287-6825 APPROXIMATE 100 YEAR SCALE IN FEET Fax: (503) 415 2304 1 FLOOD PLAIN LINEV (1) 0O www.otak.com N.E. `'--__ (ECFV.=163'f NGVD) 18056 P18056C305 —..�_ / Project No. Drawing No. _- ......._ 1 C 3. 6 E7, o I _-_ .......- ___ .... / Sheet No. a © Ofak, Inc. 2016 a) E • T o N ow I- Z ] ro w 0 N t O o i z E m O v> a. o o OAK S STORM DRAIN GENERAL NOTESID SEE SHS C4,1 1. ALL SLOPES SHOWN ARE FT/FT. 4.) 0_ _ _ \ \ ` 2. FOR LIDA FACILITIES SEE LIDA ENLARGEMENTS ON SHEET m - ` C4.3 1:1\''SD-1" LINE STA:4+96.80= 1. 3. FOR ON-SITE STORM AND DETENTION FACILITIES SEE SHEETS tO a a/ / SW OAK ST CL C4.4 AND C4.5. o o 4+96.80 @ 6.12' R i 4. SEE SHEET 00.2 FOR PIPE MATERIAL AND TRENCHING 1+00.00 O.00'L /sul �� \ �\\ �.� . REQUIREMENTS o1111 • SD-1 LINE .- --�-1 w ` STORM DRAIN CONSTRUCTION NOTES Q ' 41141 0 I . N: 656009.43 - �' - o - - -=I='©�= _-ow \ Air Sp, E:7620124.43 O / I * ocan h 0 ; ; H:R:::: 2 ONHEETe o0 _ _ _ DWG. 10. SEE_ _ rn0� �a __ _ / - E T11 a � Z ° _ U 4 ;,,,,,,.. :� SD �► r s� re s o 6. r / moo: / - _� 0 SW 90M AVE 3 REMOVE EXISTING AREA DRAIN AND RECONSTRUCT ti� co- ,� o�Q �' Cri / L - _ - - 7/ `� 'LN''''''''\:',' TYPE II AREA DRAIN PER CWS STD. DWG. 380. SEE W 5 �/ r7/ \ SHEET C5.5 �� R' �� X /1-1** . . i w J;� 7 rye © � oja o ole o s - 1 '� . LIREMOVE EXISTING MANHOLE AND RECONSTRUCT PER1 b � I� SHEET C5.3. RECONNECT TO EX SD PIPES FROM i 48" SDMH PER CWS STD. DETAIL 010. SEE ►° ' THE NORTH AND WEST OAK STREET SEE SHEET C4.2 3 CONSTRUCT OVERFLOW/INLET STRUCTURE WITH BEEHIVE INLET PER CWS STD. DWG. 407 AND 405. SEE SHEET C5.5 3ABANDON EXISTING STORM DRAIN PIPE PER CITY OF TIGARD STANDARD SPECIFICATIONS. CONSTRUCT TYPE CG-2 GUTTER AND CURB INLET CATCH BASIN PER CWS STD. DWG. 300. SEE SHEET MI C5.5. CONNECT TO EXISTING PIPE TO THE SOUTH. PLAN: "S D- 1 ,, LINECONNECT PIPE WITH 8 CONCRETETO PIPEXIN COLLAR PER CWS STORMSTING I STD. DWG. 560. 15' 0' 15' 30' CONTRACTOR TO VERIFY LOCATION PRIOR TO CONSTRUCTION. INSTALL CONCRETE PLUG AT THE END OF THE 111 EXISTING STORM DRAIN PIPE REMOVE AND DISPOSE OF EXISTING STORM DRAIN 10 PIPE. RECONNECT ROOF DRAIN LATERALS TO NEW STORM 11 DRAIN PIPE AS NECESSARY. CONNECT LATERALS TO STORM DRAIN PER CWS STD. DWG. 520 SEE SHEET Cl')C5.3 V1 z 188 - 188 W 184 FG ® CL 184 OF SD PIPE ,- Fri0n OF SD PIPE ..eti. (4 180 I 180 ^^ Z F�+E.N4 U-1 LiJ MZ 0 176 ----------- -- ` _ 176 j J Zp2 O _ r 1 f Z 172 ------ {1r � -- 172 r i 3 ,_r _ CI w O (n fY 9 168 - -- - _- - - I - 168 I- Z $ �' L=247 89LF 30" C90 S=0.0068FT/FT _ E� QI- Q $ 164 I - 164 / sem•~y a .- STA:1+b0.00 0 SW OAK ST CL STA: 4+96.80, 6.13 R 1 CC 160 - IE IN 164.32�30� N) 160 m II SD-1 STA: 3+47.82 D o RIM = 179.2 I=1 00,...‘ F-- (J) IE IN = 166.19 (30" E) m 156 - IE OUT = 166.00 (30" 51 156 o o - - oa 152 -co 2 152 150 150 Li 1+00 2+00 3+00 W E-1 HanmiGlobal Partner C7808 SW 3rd Ave., Ste. 300 Y C7 12' 204 E 1 PROFILE: "SD- 1 " LINE cr Phone: (503) 28Portland, OR 776825 115' 0' 15' 30' �+ Fax: (503) 415-2304 (24 1 O www.otak.com N 18056 C18056C400 a Project No. Drawing No. 0 04. 0 y Sheet No. 0 O. Otak, Inc. 2015 1S 1 3 5A3 STORM DRAIN GENERAL NOTES r, m, o 151 35A3 � T m O L 03202 1. ALL SLOPES SHOWN ARE FT/FT. o oN In 1 S 1 35AB IL 03200 2. FOR LIDA FACILITIES SEE LIDA ENLARGEMENTS ON SHEET Z r,� '� 1 S 1 35A3 1S1 35ABC4.3 U 1 S1 35AB T� - 03304 IL 0340,3 3. FOR ON-SITE STORM AND DETENTION FACILITIES SEE SHEETS o o L cn -J � TL 03302 i L 0330304.4 AND 04.5. :� 4. SEE SHEET C0.2 FOR PIPE MATERIAL AND TRENCHING a EX OVERHEAD CAUTION!! EX REQUIREMENTS I ELECTRIC TO I GAS LINE TO BE t o REMAIN IN PLACE SW OAK ST 3 SW OAK ST PROTECTED IN PLACE STORM DR JN CONSTRUCTION NOTESSTA:2+04.660 ❑ STA:3+02.990 k › ti) CLSW OAK ST _ -18.09' L SW OAK ST � jfi' Li INSTALL RIP-RAP PAD PER DETAIL 2 ON SHEET m ; - 9 STA:1+24.86 BEGIN REMOVAL OF 8 STA:3+47.82ED 1 1287L SW OAK ST -103.19' L � " i STORM DRAIN PIPE TO 7❑ STA:3+01.870 �� +f ,f os INSTALL 4$" SDMH PER CW5 STD. DWG. 010. SEE ¢ 2 o o THE EAST 10 -10.99' L Ill �I i �.�.� SHEET C5.3 0 0 .' 10 4 ��® _ .., _ A �� '� 3 REMOVE EXISTING AREA DRAIN AND RECONSTRUCT z CO 07 �` r- a. � ' " � T r�: TYPE II AREA DRAIN PER CWS STD. DWG. 380. SEE 0 T �- A-= _== _- ► --_�_ s G --- SHEET C5.5 __ __ -d.. _..--.- tn ...- ' _._ ��.ii� • -. Irr 1� '- ../. ii ..- . n...'.�.ui�.. .� I' -' 1•I L --r 0+00 1+00 2+00 3+10 1-4+00 /4 cc� cc 1 cc ac Si cc-.- i cc �� } SS 1 E� S� I SS ' ^^ 1 SS _ 4 REMOVE EXISTING MANHOLE AND RECONSTRUCT PER �� S o SW OAK ST m ADJUST EX WTR ADJUST EX WTR J o 9 48" SDMH PER CWS STD. DETAIL 010. SEE $ s b�0 METER TO GRADE W _ („9 SHEET C5.3. RECONNECT TO EX SD PIPES FROM �, �Q-w Z J CONST. CENTER METER TO GRADE �.�- • - T � M •---y � THE NORTH AND WEST � Z �; z o � � � 3 CONSTRUCT OVERFLOW/INLET STRUCTURE WITH `SIF a, i l Ln 11 o Q o" C;; _ �� BEEHIVE INLET PER CWS STD. DWG. 407 AND 405. W 4' w EX STORMTO DRAINj + • . SEE SHEET C5.5 f�38 a \- w t ABANDON EXISTING STORM DRAIN PIPE PER CITY OF cW Rir a TIGARD STANDARD SPECIFICATIONS. "SD-1" UNE SEE SHEET C4.0 7 CONSTRUCT TYPE CG-2 GUTTER AND CURB INLET CATCH BASIN PER CWS STD. DWG. 300. SEE SHEET C5.5. CONNECT TO EXISTING PIPE TO THE SOUTH. CONNECT TO EXISTING STORM DRAIN PIPE WITH 8 CONCRETE PIPE COLLAR PER CWS STD. DWG. 560. CONTRACTOR TO VERIFY LOCATION PRIOR TO PLAN: SW OAK STREET STA 0+00 TO 4+80 CONSTRUCTION. 15' 0' 15' 30' INSTALL CONCRETE PLUG AT THE END OF THE EXISTING STORM DRAIN PIPE In REMOVE AND DISPOSE OF EXISTING STORM DRAIN [11 PIPE. RECONNECT ROOF DRAIN LATERALS TO NEW STORM 11 DRAIN PIPE AS NECESSARY. CONNECT LATERALS TO STORM DRAIN PER CWS STD. DWG. 520 SEE SHEET C5.3 C ) 188 - - -- 188 Z F CO CL SDP W o OF SD PIPE 184 / T,- -_ - G._�. .CL 184 00 OF SD PIP L=7.04 + ` � � - E4 '44- S=0.01 OQ 180 - i 1�,- - ~ -� 180 (� SW IOAK ST CL STA:2+04.66 `�� _ T _ `� 01 (f} I� OUT= 179,97 (10" 0- /,�� _- L 'y� 19Lt 1 S ^ Z lci C_ ONNECTITO EX SD. CONTRACTOR- I -_ ____ LU Q 176 TO VERIFY LOCACTION PRIOR 176 I- TO CONST. SD-1 STA:3+47.8. W r I - -" Z SDCB-5B CONNE• TO EX SD - 172 O cD ' + 172 - - SW OAK ST CL STA:3+01.87 ; . - ; IE IN= 17 IM 178 N To VERIFY LOIATION PRIO9 ,�-i Wo_ a is a I Z ( }Y SD�B-5C i 'OI4311 IE IN= 17:.40__ 10" W O - a 168 }, SW- OAK 3+O�.a9 168 o w IE OUT= 17; .25 (10" S) _RIM= 178.97 \C) Q (f)i- 1 IEI = 1 ." -- _ # IE UT= 176.35 (10" S) L -' W 164 164 I w F a Ct U 9. 160 61+00 62+00 160 m o0 ,2 PROFILE:SW OAK STR 0+00 TO 4+80 "SD-02" Q C._.) o 0 6' 15' 0' 15' 30' co o o 0 E-4 oa co 0' lo-41J W E'''l HanmiGlobal Partner C7) 808 SW 3rd Ave., Ste. 300 E Portland, OR 97204 LI Phone: (503) 287-6825 LP 1 O Fax: (503)WWW. tak.comr- 415-2304 18056 C18056C400 W Project No. Drawing No. C4. 1 - Sheet No. a © Otak, Inc. 2016 STORM DRAIN GENERAL NOTES I` 1. ALL SLOPES SHOWN ARE F . n N T/FT 2. FOR LIDA FACILITIES SEE LIDA ENLARGEMENTS ON SHEET c_ - / C4.3 W , "o I II 3. FOR ON-SITE STORM AND DETENTION FACILITIES SEE SHEET m 0 r 47,// Z C4.4 AND C4.5. o o L / T 0 f f 4. SEE SHEET C0.2 FOR PIPE MATERIAL AND TRENCHING o frig STA:a+9AK0790 I I SW OAK ST O REQUIREMENTS u, a) JEBSTORM DRAIN CONSTRUCTION NOTES o it 0.06' R SDMH-1 C SW OAK ST01 SW OAK ST © SW OAK ST STA:8+61.540 SW OAK ST ID _. i.-- ! I�1 STA:5+38.54 STA:6+42.500 -0.71 L STA:9+17.600 INSTALL RIP-RAP PAD PER DETAIL 2 ON SHEET } Y STA:4+77.640 1 r 5TA:4+34.390 m t g5 .� �� SDMH-11311 6.12 ® R r_12.97' L -18.27' L 0.00 6.12' R C5.4. O � , 5TA:4+96.80 / / - - /ZAP; I :: D INSTALL 48" SDMH PER CWS STD. DWG. 010. SEE Q o 0 .J .' / /] / - OHL OIL_ - -ohEL OHL SHEET C5.3 0 0 - G �. G GG S❑ L; /- •G _G --� G G G G G G rn 2 6 © �G TYPED III ARXEATIDRAINR PER CWS STD. DW. 380. SEE Fi DO - z o7 • J / V _. _ _ r___a_____ r _.._f I wtr. .- __-.- -1-.. �--__ .. _.__,� ;_E...-_ - - - _S�. I SS-.._-- -I- -_-. s -- _. - .,.` -I --4 . I - 11+a0 I 5++a - I �� s�oa0� SW ST+o� 8+00 I 9+00 10+00 : . ;� e� r� SHEET C5.5 • O SD !� �� SSD D CUNSI. UtN1 'LINL S SD !h SD •0 SD r l� I SD SD SD SD SD l� n i,.......... it -- �, _ . � __-__ - -, w 1:11REMOVE EXISTING MANHOLE AND RECONSTRUCT PER '›-a r� y, `ir by q � � uf W W wi W rr �" = - - --w _w w ‘IV :War.-- 1 T 48" SDMH PER CWS STD. DETAIL 010. SEE �� S�, o 1 I b'.1\-*111-. , "I ' - , , _ \ 1 1 �� PIPESFROM 9 �� I � THE NORTH AND WEST RECONNECT TO EX SD ��W T SHEET C5 3 p Q0 • °' LID R E1 I LIP ° ° 1 LIDA/R3 i, ---- I IDA r:: ' r"� Zv. 0 = N • • ° E CONSTRUCT OVERFLOW/INLET STRUCTURE WITH p r' o • a . ° ` ° ° A< ° / _: . a R/W .t ° A ❑ R C DWG. D 405.a °° d 4 EX 5 BEEHIVE WLET PE WS STD. 407 AN �'d 2� °' °�lx Q W • . _ 6NI WM `�.I III I �- -u- - rI - _ 1 I SEE SHEET C5.5 �fr.�� w © . •, - / ABANDON EXISTING STORM -- a - 1 . is. ii - R/W El TIGARD STANDARD SPECIFICATIONS. DRAIN PIPE PER CITY OF / -414: -� r�-V4-6SW OAK ST 2 SW OAK ST h:J SW OAK 5T 2 \j/ 5 5W OAK ST O SW ORK ST jj1� SW OAK ST 111 Ell - CONSTRUCT TYPE CG-2 GUTTER AND CURB INLET STA:5+48.67® STA:5+83.37 STA.6+55.,770 STA:8+61.530 6. _ STA:7+68.630 5W OAK ST ❑ CATCH BASIN PER CWS STD. DWG. 300. SEE SHEET / I I STA:4+90.790 16.57 R 48.50' R 19.40' R 5TA:9+93550 I C5.5, CONNECT TO EXISTING PIPE TO THE SOUTH. / 61.83 R 23.18 R 6.12' R n I _ y f Il 15.26' R "5D-1 LINE a CONNECT TO EXISTING STORM DRAIN PIPE WITH SEE SHEET E o CONCRETE PIPE COLLAR PER CWS STD. DWG. 560. CONTRACTOR TO VERIFY LOCATION PRIOR TO 0 CONSTRUCTION. PLAN: SW OAK STA 4+80 TO STA 9+95 INSTALL CONCRETE PLUG AT THE END OF THE 15' 0' 15' 30' EXISTING STORM DRAIN PIPE REMOVE AND DISPOSE OF EXISTING STORM DRAIN LII PIPE. RECONNECT ROOF DRAIN LATERALS TO NEW STORM 11 DRAIN PIPE AS NECESSARY. CONNECT LATERALS TO STORM DRAIN PER CWS STD. DWG. 520 SEE SHEET C5.3 WATER GENERAL NOTES 1. ALL TEES, BENDS, AND ENDS OF WATER LINES SHALL BE MECHANICALLY RESTRAINED WITH APPROVED RESTRAINED JOINT SYSTEM 2. FOR ON-SITE FIRE AND DOMESTIC WATER SEE SHEETS C4.4 AND C4.5 188 ': 3. SEE SHEET CO.2 FOR PIPE MATERIAL AND TRENCHING CID REQUIREMENTS _ WATER CONSTRUCTION NOTES 1 184 - Z CONSTRUCT FIRE HYDRANT PER TUALATIN VALLEY ``----// WATER DISTRICT DETAIL 101. w CONSTRUCT 8" C900 ) 180 - - �- EG © O MECHANICAL RESTRAINED(CL JOIN235TS.PVC LINE WITH - STREET CL - Len) `' - - _ - - - - - ~ - - - - - - - _ (� INSTALL 5" WATER METER, DOUBLE DETECTOR, AND 176 ~ ~ i 1 - - - -- - - - - - - J ~ ~ - -F\ ) �•/ DOUBLE DETECTOR CHECK VALVE ASSEMBLIES PER + TUALATIN VALLEY WATER DISTRICT DETAILS 702, BF 100. SEE SHEET C5.X FOR DETAILS. FOR Z ENLARGEMENT SEE DETAIL X ON C5.X al w 0 --- - - - 172 i-=44.83 -- - ME F•- �.:/ TAP EXISTING 16" DIP WITH AND 8" GV (FL MJ) L it L=41.74 „ N 3n»C,9Qt 30"C900 1�" P1k 3034 S=(.0050FT/FT L=224�75LF 12'" P1�G 3034 S= .0050FT/FT 5=0.005) 5-u.uu50 g 11 LF 12" PVC 3034 S=0.0050FT,�- t-1�£�13LF ,,, R PER TUALATIN VALLEY WATER DETAIL X. z O L=:_0R CONTRACTOR TO COORDINATE WET TAP WITH 0 0 16g TUALATIN VALLEY WATER DISTRICT. L' I + z �_ .T4 W d' 0 i2 AR 5� EXISTING WATER LATERAL TO BE ABANDONED PER \ W W^c^: w o TUALATIN VALLEY WATER DISTRICT REQUIREMENTS. `7f1 P.I. O - T 164 Li, cr, - - n r? O .-. � Q �, o � � �� + � � REMOVE EXISTING FIRE HYDRANT PER TUALATIN \ � ;� w �- - N ,,, o, a, o T r_ (� VALLEY WATER DISTRICT REQUIREMENTS I-C to 16D - ,n o � n � .. + � � aM� r` Maao �? � rn II I T� � � LJ..I co crr ^'� ch �'r N - - aye �.ai Oi� u_ ,_ ;, I II V 1 - W ��.� . c0 c0 T I I = - co p a) rn "" � r N N N oo �_ N II = ^ II II ~ o o I l z O U v co'► x r - 1 cV ;-- l o�ii --- I- , Il Z Z ------- W W � J I- ,- o + c0 o c0 W 1)6 I: up ! _ I1 1 z = m 1 cn c1� �i ^ LI- �-) cn re)3 -r riQ O r Q � (D � � � CD i�00 tip CO QQ O � © W W W E-, O V ! 156 ,1 O `� - 11 •I ,,, _ r � v, , , '- r: - [� T T i � Q II II II a = � � 2 � � _ � 11 Z Z Z O _ al CD c.� 0- 0 a r, JN7 w 2 1 11 Z 0 OD = 0 �D7Cp T 0mE � W W u) u) ,: W IBJ W W i 152 O7 Y n '- 11 - SEWER GENERAL NOTES o = - 0 11 ..1-_ = ` I 1. ALL SLOPES SHOWN ARE FT/FT. Cl) 0 0 I M I o 2.Ld LI FOR LIDA FACILITIES SEE LIDA ENLARGEMENTS ON SHEET C4.3 0 a co 148 3. FOR ON-SITE SEWER SEE SHEETS C4.4 AND C4.5 -+ u 4. SEE SHEET CO.2 FOR PIPE MATERIAL AND TRENCHING •'"�I --- - REQUIREMENTS a 145 5+00 6+00 7+00 8+00 9+00 10+00 11+00 SEWER CONSTRUCTION NOTES W INSTALL 48" SDMH PER CWS STD. DETAIL 010. SEE HanmiGlobal Partner r0 Il SHEET C5.3 12' 808 SW 3rd Ave., Ste. 300 Y � U� E. PROFILE: SW OAK STA 4+80 TO 9 +95 2 CONSTRUCT STANDARD SANITARY SEWER CLEAN OUT Cn Portland, OR 503) 287-825 4 6' ( 15' 0' 15' 30' PER CWS STD 500. SEE SHEET C5.4. 7204 Fax: (503) 415-2304 N.r0 CONSTRUCT 8" PVC (SDR-35) SEWER LATERAL. 0 www.otak.com '5 18056 C18056C400 a' o W Project No. Drawing No. m s'.-, 0 Sheet No. 04. 2 Otak, Inc. 2016 r` ii o 0 N � Q z n Lu �, )Z G NW 1 I -- G G -1 G - SD _ ._ G a 6 cu Q ike SW OAK STREET SW OAK STREET CONSTRUCTUION C/ 1 / SW OAK STREET o_ / SW OAK STREET TA: + 4 STA:5+73.43 s+ CONSTRUCTUION C/L m 5 5 53 0 C C''�_ �C 8+0 (416.50'R @24.50'R- ._) J" �� .� I C --- --__-_-� _.__._ s C o o BC EC // - STA:8+12.25 o 2STA:5+39.25 D D � S STA:7+67.79 C�1 fi.50'R �••1 0 °' STA:5+63 23 ' �� ®24.50'R D �D 1 S b STA:8+14.44 Z o ©16.50'R ©20.50'R-- BC STA:7+88.18 -` - - END STD C&G- - - - - PCCI.- - - - - _ STA:5+74.93 _ @16.50'R ®24.50'R r r -- - - - - - STA:7+fifi.29- - - - - 016.50 R� ^ - - END THICKENED C&G - - _ BEGIN THICKENED C&G V V -I C�24.50'R STA:7+77.98 EC - - © BEGIN STD. G&G `� r-- \y/1/ r . ,� ,1 STA:5+77.12 __ .. ..._____.___..- .--____._ My ©20.50'R ��- (� Sd, o © ( {9?24.50'R r EX R/W EX W STA:7+64.29 PGC \A' w �'i 9 "gyp / a uaanaacaaa� END THICKENED C&G f / ®24.50 R �� II �,� Z o g' , o, ooaooaa0000 1 aeeoe0000ao ° BEGIN STD. C&G END STD C&G a r 8 M U BEGIN THICKENED C&G ® o 01ril ,� IN 0 a 1 Si 38 x 5 FOC FOC TFGwEALK p'' `�° © 6 © ,f a a ° a STA:5+77.05 EDGE OF ° STA:5+39.52 ° ° ®30.99'R ®31.00 R ° SIDEWALK STA:7+64.29 © ° ° ,1 I AP' © ©° Q AP @30.99'R d 1 aa \ STA:8+14.26 ° ° a 1BACKOF a AP (R/W ©31.00'R ° 1R/W ° WALK AP "-- i.7 I 5 G n 1 , i/ o LIDA R1 ENLARGEMENT LIDA R2 ENLARGEMENT 10' 0' 10' 20' 10' 0' 10' 20' I•= N LIDA GENERAL NOTES E....4 1. CURB INLET STATIONING INDICATES CENTER OF LIDA CURB I OPENING. 2. SEE LANDSCAPE PLANS FOR LIDA LANDSCAPING. W 3. WATER QUALITY MIX SHALL BE PER CWS BLENDED SPECIFICATION FOR VEGETATED LIDA FACILITIES (CWS STD �-' - u DWG. NO. 798. SEE SHEET C5.5. 4. FOR STORM DRAIN LAYOUT AND INVERT LOCATIONS SEE SW OAK STREET SHEET C4.2. CONSTRUCTUION C/L ,, SW 018 ( STREET SW OAK STREET 5. ALL STATIONING ON THIS SHEET BASED ON SW OAK STREET rg _ _ SW-OAK STREET CONSTRUCTION CL. -ell F-- C/) 9+00 CONSTRUCTUION C/L _ - - �- T S i '\ LIDA FACILITY CONSTRUCTION NOTES ►� STA:11+45.25 Imi �- STA:8+95.31 OFF:1 fi.50'R Z 5TA:8+97.26 __ STA:9+34.23 [Ti� CONSTRUCT MODIFIED CG-30 INLET WITH SUMP PER W ©16.50'R @16.50'R �`c24.50'R - V EC STA:11+45.85 CWS STD DWG 403. SEE SHT C5.6 j W M REG1N THICKENED C&G / EC LJ STA:11+35.05 D ®16.48'R p END STD. C&G D STk9+13.84 D STA:9+24.03 ---\ 42 CONSTRUCT STREET SIDE LIDA PLANTER WITHOUT Z ®20 50'R STA:9+35.85 f OFF:20.50 R, PCC - - STREET PARKING PER CWS STD. DWG 795.1. SEE � 0 I" -�_� _ ®16.50 R- ' _ , r PCC ©24.50 R END STD C&G� ` - ' �`STA:11+4fi.79 1, y SHEET C5.6 �T� w z BC- V V - BEGIN THICKENED C&G © OFF:16.74'R .--1 !� IY a IE CONSTRUCT 12" THICKENED CURB AND GUTTER PER STA:9+40.23 - - *yr . �24.50'R ��-r END THICKENED C&G W 0 Z r- ISI I END THICKENED C&G- EX R/W �� BEGIN STD VERT. CURB DETAIL 2 ON SHEET C5.1 CD W \ CS' rr u © BEGIN STD. C&G EX R/W 4 CONSTRUCT TRAPPED CATCH BASIN WITH NYOPLAST f Q / FOC i '�'1 PER CWS STD. DWG. 407 SEE SHEET C5.6 Q - r / FOG _ ../ 1511 \_ I V 1 C 7 , .J �D / r 6 o + EX R/W CONSTRUCT VERTICAL CURB PER CITY OF TIGARD F- C,.1 °0 EDGE 5❑ STD. DWG. C125. PROVIDE 4" DRAINAGE NOTCH Q © �Il 6 EDGE OF WALK © © PER CWS. STD. DWG. 795.1. SEE SHEET C5.0 AND H 1..._ _.,,01 Li_ U L_ © © i /// 05.6 RESPECTIVELY. MM----'�-�4 O F WALK � � SI Q- STA:11+47.2fi Q `a Q a < a © 150 _� CONSTRUCT OVERFLOW/INLET STRUCTURE WITH � a STA:$+95.45, a ° c d d a d STA:11+34.91 ° OFF:30.98'R 6 BEEHIVE INLET PER CWS STD. DWG. 407 AND 405. (� (._) IZ J © AR ��,�,„,�1 SEE SHEET C5.6 ©30.93'R 4 ° © a ` c a ` OFF:30.99'R C D AP ° c 4 STA:9+40.23 AP 7 - ©31_____ ____. , .04k. 'R '' a ID/ R/W ao •..,, a a AP a d O El. • _____ ____ _, I .:1, 2 •O E-{ HanmiGlobal Partner Is C 808 Siff 3rd Ave., Ste. 300 Portland, OR 97204 LIDA R3 ENLARGEMENT Fax:ne (503)(03) 87-2304 10' 0' 10' 20' LIDA R4 ENLARGEMENT = www.otak.com N _M-NI= 10' 0' 10' 20' 0 _ 18056 C18056C400 a m W Project No. Drawing No. 1C4 E-I . 3 ,--1.. A Sheet No. O a © Otak, Inc. 2016 % 1 INSTALL STANDARD TRAPPED SYLE CATCH BASIN PER DETAIL 1 SEE SHEET C5.4. OINSTALL STORM DRAIN CLEAN-OUT PER PER CWS STD DWG 500 SEE SHEET C5.4. o Q OCONSTRUCT 48" SDMH PER CWS STD. DWG 010 SEE w 7 PO SHEET C5.3. M C o I- 4 �' G 7,, i 40 CONSTRUCT WATER QUALITY MANHOLE PER CWS STD. DWG z _ G G G G SD G SD G _ G 250 & 260 SEE SHEET C5.4. o QL�� SD l` / / SW OAK , ST CAUTION!! EX. 8" 5S 5 FLOW CONTROL MANHOLE FOR ARCH PIPE DETENTION o ,7 1- -- 4+00 5+00 EX. 12" SD 6+Oa / EX. GAS LINE 7+00 c _ r CHAMBER SYSTEM PER CWS STD. DWG 270 SEE F�R SEWER WITHI PUBLICSS /c,c, �.�._: S� I r _ �J J _ � . J.y I �S - SS--- �� Y Q_ .. 1� KI(i111 -UI--- Al' Jtt' .V / SHEET C5.4. m u a 0 SH ET C4.2 O Pc'�Dt' S D II© r' / EX. 16" WATER SD SD SD P�, S SD 0 O �� /17 -ilr ____. O INSTALL 10" N-12 HDPE PIPEw # ,.. - w WI--- w W w w W 7 '� o B in (/ O INSTALL 12 N-12 HDPE PIPE a 4/' ,�r L \ .40 • � \--71 -1 "11111111111111 ' - 11.1111.11 -411; , , , , ,/„ , , .' 8 CONSTRUCT RIP RAP PAD PER DETAIL 2 ON SHEET SHEET z o • b �-y ` O C5.4. REFER TO OUTFALL P1 ° a -f ° ' L L I DA R 1 1� EX. 4 WATER �" FOR WATER METERE, DCDA, AND DCVA SEE r a� ° ° a a 4 0 , a ° a a a a n a 4 ° 4 d a ° a 8 a e a a e a G a O CITY OF TIGARD PUBLIC STORMWATER IMPROVEMENTS. SEE ENGLARGEMENT DETAIL 1ON SHEET C6. ° a L=31.51 LF 0 2 G ° o e a a Q a a ° ° ° ° °° 4° n SHEETS C4.a TO C4.3 \��Q,� �"ig s� o e a a d tl a Q �. _ � �. ,��, _._ ._nimm,.mmmm , . ,�. ..._. _ _,. .,, , . °" d . ° , .,.. a:.� C CONNECT TO ARCH PIPE DETENTION CHAMBER SYSTEM. SEE `� 'o N ,; °N"� --- 1 1 SHEETS C7.0 TD C7.5 FOR DETENTION CHAMBER SYSTEM Ai r.,-)M '��' o WM r DETAILS. n" z n ��-yyi w '`� U `v ., 50.18 LF 5) [ , , ' 1-1 o Q� �• cri g / J CI) CONNECT STORM PIPE TO ROOF DRAIN LEADER. SEE d� W (4' k, i o r ARCHITECTURAL PLANS FOR CONTINUATION. �S �+ ,�-l�' a 2a x "DR-A1" 5TA:30+66.76 _ w - O £X. OVERHEAD ELECTRIC TD BE 12 CONSTRUCT 96" WATER QUALITY CONTECH MANHOLE PER © 14.9$'R 1 DCV4 +�-' - . "DR-A1" STA:30+61.83 4 RELOCATED. CONTRACTOR TO O DETAIL ON SHEET C5.5A s=.-- ® © 33.50' L COORDINATE RELOCATION WITH PGE. // Z V It IE= 167.48 (8" W) Co) NSTALL SIDE STORM PIPELINE CONNECTION PER CWS STD , , V/ ,' 13 DWG N0. 520. SEE SHT C5.3 DR-A1 STA:30+68.83 LF 9 I 0 33.50'L 14 a CONSTRUCT 48" WATER QUALITY CONTECH MANHOLE PER fe J Q "DR-A1" STA:30+68.83 I � ] DETAIL ON C5.5A 0 16.68'R T-- , ° n V SSCO-A2 Ell SEWER CONSTRUCTION NOTES (PVT 09.13 LF 2/ 4p DR-A1 STA:30+61.83 t STA:3a+70.91 5 1 a Li CONSTRUCT SEWER CLEAN-OUT PER PER CWS STD 9"DR-Al ® 5.51'R � ® -1.99 L "DR-Al" STA:33+76.64 Il RIM= 178.48 CO 49.02' L DWG 500 SEE SHEET C5.4. 4 V n 0 IE OUT= 166.65 (8" N) IE= 168.42 (12" E) LJ INSTALL 8" PVC (SDR-35) SEWER PIPE. cn IE IN= 166.85 (8" E) = = = . = ,=, o = , , I ' - I • "DR-A1" STA•33+2258 10 L=8.25LF - / 1:11 INSTALL 6" PVC (SDR-35) SEWER PIPE. S C _ _ I z `-O / ® 61.50 L O S=a.005FT FTCOD B 2G 2 I / DR-A1 STA:31+40.71 I \ V °,. IE OUT= 167.89 (12" S) SDMH-2B (96" CONTFC:H WO) ® �? 4STUB SANITARY SEWER SERVICE. REFER TO PLUMBING ��, RIM= 176.00 1IrT1 - L_4 6fitF © "OR-A1" STA:33+84.89 PLAN FOR CONTINUATION. IE OUT- 170.56 (10 S) I [1 7 S=d.005FT/fT l / 0 -49.02 L n 7 itoest44:5, T :� 15 STORM ® RIM= 174.6 es '�qti I I DRAIN ES 1/4,11- ` _ 6 WATER CONSTRUCTION NOTES (PVT) �j IE IN- 168.66 (12 S) 4 O DR-A1 STA:33+22.58 / IE IN= 168.66 (10 SE) V CONSTRUCT PRIVATE FIRE HYDRANT ASSEMBLY PER TVWD DETAIL 101. SEE SHEEP p RIM- 175.45 • �� IE OUT- 168.46 (12" W) C6.0. ALL PRIVATE FIRE HYDRANTS TO BE PAINTED RED. (n IE IN= 167.87 (12 N) ,Z o L=65.16LF ® t=16.83LF 0 C') CONSTRUCT FIRE DEPARTMENT CONNECTION (FDC) PER DETAIL 1 ON SHEET C6.1. IE OUT= 167.67 (12" 5) il. S=0.012FT/FT '� 5-0.08OFT/FT O ROUTE 4" 0900 FIRE DEPARTMENT CONNECTION LINE BACK TO BUILDING. `'7 , \\ __ // / MECHANICALLY RESTRAIN ALL FITTINGS AND JOINTS. .__ _--- 4 a r,../ ./,,,,,)44,„„4< SDCB-2B-1PHS WETLAND O1"�:-: •• 4 H-2r, {Fn" rw� w "DR-A1" STA:33+99.680 ., �D INSTALL 6" C900 DOMESTIC WATERLINE v 1 DELINEATION llic �_______ - 34.8 LF 0 16.15' L /A DR-A1 STA:33+84.$9 {� -42.41' L 1, b ° IE OUT= 171.00 (12" S) RIM= 173.85 RIM= 174.17 4 INSTALL 4" C900 DOMESTIC WATERLINE 1 --__ - LF , ° IE 1N= 168.71 (12" S) \ IN, / IE OUT= 17x.00 (10" NW)' aCe INSALL 8" C900 FIRE WATERLINE IE OUT= 168.71 (12" N), o -- ,- ,�, L=24.51LF {� o of o = o 0 L=16.15LF 0 1 5=0.002FT/FT O i .� 7 ! 6Q INSTALL 4" 45' MJ BEND \itUTILITY ®15=0.09OFT/FT !' V (j} "DR-Al" STA:33+33.58 1 ,� ! I 0 17.62'L 426'.76 LF FW ro L=7$,10LF 01 J� \� FW �5 (7� INSTALL 8" 45' MJ BEND S=0.005FT/FTV --� \ - J �. `,.�+ �. O fir. a IN, Or ..- car - a =24.51 LF ® ... o� nV r •�.,._ �./ INSTALL 8 90' MJ BEND " STA:31+77.57 / y \ S=0.008FT FT 7 8"x8" ce"DR-Al 0 9.16'R - ` � � „� / © 9 INSTALL MJ TEE\. •�', o \ I ST-�--�-� ST'----�-� ----.��. _ - �a S� ST - - - Q Ar 10 INSTALL 4" 90' MJ BEND 8:4,1b/.4i17;1'11146,/ � I��wi � � _ � --L=-8.8.: . ._.. STST- TST - �` S=QA05FT/FT �_ , 1 1INSTALL 4"x4" MJ TEE, 6"x4" MJ REDUCER, AND 4" GATE VALVE. SD-2 NODE-2 ! �� ! L-88.93LF 0 �1 z / - - 7 L=36.11 tF 0 - O 2 DR-A1 STA:32+03.25 % L-23.92LF 0 6 S-0.005FT/FT L-189.48Lf ® 71 12 STUB FIRE DEPARTMENT CONNECTION LINE. SEE PLUMBING PLANS FOR O O _ .1 FT S=-O.D68fT FT 5=0.005FT FT `--0 CONTINUATION. �_ RIM= 171.05 • S 0 26FT/ I / / W IE IN= 170.15 (10" N) -� ol'ol� � , 1 , , , o o = = Q1© © moo 1�=1 = = I= = I= =1= = =1=rte W 0 Z 13 STUB DOMESTIC WATERLINE. SEE PLUMBING PLANS FOR CONTINUATION. P.T. O IE OUT 170.15 (10 E) 1. di W "DR-Al" STA:32+10.53 I J \� J 14 STUB FIRE WATERLINE. SEE PLUMBING PLANS FOR CONTINUATION 0 _ 0 IZ N # -- I ��r ----- © 1.34 L o frit Q LLSD-2 NODE --1 I 1 C7tIO �� 13 DR-Al STA:32+17.25 '��• 1 � 2 SDCO-2E SDMH-2D ~ J r CO RIM= 167.94 O DR-Al STA.32+95.96 `�./ `V DR-Al STA:33+84.89 SDCB-2D-1 IE IN= 167.04 (10" W) I I IN= RIM= 17�4.22_�__ RIM= 172.94 ,`w�c "DR-Al" STA:34+07.88 _0 LEGEND -it Q I- IE IN= 167.04 (10" S) IE 169.55 (12 W) �� IE IN= 169.11 (12" W) `� Q' O Li.l IE IN= 169.55 (12" N) 0�� 0 26.84' R PROPOSED W W Q IE OUT= 16\.04 (10" E) SDCB-2F-1 ��. �� IE IN= 170.11 {10' 5E) A (3 RIM= 171.64 EXISTING .-- \ IE OUT= 169.55 (12" E) OUT= " v IE OUT= 167.67 (10" NW) PUBLIC STORM LINE ~ _ a IE 168.91 (12 N) SC DR-Al STA:32+24.10 �'Y� STORM LINE U RIM= 173.79 __ SDCO-3C ��_ PRIVATE STORM LINE sr in IE 170.04 (10" N) f 2 DR-Al STA:33+22.89 ��,� 0 O O OUT= _ \. STORM MANHOLE STORM MANHOLE 00 ii RIM= 173.51 7 IE IN= 166.87 (12" N) STORM CATCH BASIN STORM CATCH BASIN ® n r] IE OUT= 166.67 12" E -_� El v Q APPROXIMATE 100 YEAR- ( ) --- GAS LINE STORM CLEANOUT ® '-' FLOOD PLAIN LINE 1----ti-- ,4) - ►--a Q ` (ECFV.-l63'± NGVD) TELEPHONE LINE PRIVATE SANITARY LINE SS pg WATER LINE SANITARY MANHOLE O J WATER VALVE <=' SANITARY CLEANOUT Q W 0 POWER CONDUIT PRIVATE DOMESTIC co cm E-{ HanmiGlobal Partner ELECTRIC LINE PRIVATE FIRE WATER LINE "" "' GENERAL UTILITY NOTES: STREET LIGHT 808 SW 3rd Ave., Ste. 300 FIRE HYDRANT Portland, OR 97204 1. EXISTING UTILITIES SHOWN ON THESE PLANS ARE FIRE HYDRANT C� Phone: (503) 287-6825 Lo APPROXIMATE AND SHALL BE VERIFIED PRIOR TO FIRE DEPARTMENT CONNECTION Fax: (503) 415-2304 ' CONSTRUCTION. WATER METER PUBLIC STREET LIGHT �3 O www.otak.com g. f^, 2. ALL PRIVATE HYDRANTS SHALL BE PAINTED RED. SANITARY LINE PRIVATE SITE LIGHT •-• 18056 C18056C404 Nilli 3. ALL TEES, BENDS, JOINTS, AND END OF WATER LINES SANITARY MANHOLE WATER METER Project No. DrawingNo. v 20' 0' 20' 40' SHALL BE MECHANICALLY RESTRAINED. DCDA DCDA W 1 T 1• 4. SEE SHEET C6.1 FOR FIRE, DOMESTIC, AND BUILDING CAUTION!! LOCATION OF EX. UTILITIES ON E- m - - LATERAL LOCATIONS AND TRENCH DETAIL LOCATIONS. THESE PLANS ARE APPROXIMATE AND SHALL 0..., C4. 4 SCALE IN FEET BE VERIFIED PRIOR TO CONSTRUCTION. ., Sheet No. O a Otak, Inc. 2016 STORM DRAIN CONSTRUCTION NOTES (PVT) OINSTALL STANDARD TRAPPED SYLE CATCH BASIN PER DETAIL 1 SEE SHEET C5.4. 6 o d N p 2 INSTALL STORM DRAIN CLEAN-OUT PER PER CWS STD DWG z 500 SEE SHEET C5.4. m _N o U ,, L O CONSTRUCT 48" SDMH PER CWS STD. DWG 010 SEE " ...7, ° SHEET C5.3. o c ip -SD SD FOR SEWER WITHIN PUBLIC - G s G 4 CONSTRUCT WATER QUALITY MANHOLE PER CWS STD. DWG c EX. 12" SD RIGHTS-OF-WAY SEE SW OAK ST0 p 250 & 260 SEE SHEET C5.4. 8+00 SHEET C4.2 9+00 10+00 11+00 m a 1 - Egg-- - - ._ / S5 - I a c .._ Cc I ._._ SS -1 SS IS - ES - C.) FLOW CONTROL MANHOLE FOR ARCH PIPE DETENTION 2 < 0 SD �SD SD © O SD SD SD SD SD D SHEET SYSTEM PER CWS STD. DWG 270 SEE w EET C5 c n �. W �� V - .. - r, ;r .. �, .- ter•' -n --.. , o V) mmmmp --- Vii- __ - - w W W W ® Cl INSTALL 10" N-12 HDPE PIPE _. mil e e --'. i' - = - a _:+emmou / p m �� O INSTALL 12" N-12 HDPE PIPE Z co °' / ° 4 a a 4 -, J" J'1 i / i' , i' JI _,. I _ ....r_..._.. ....I - �.E • LI DA R2 LI A R3 ILL IDA , CI C5D 45TRREFERIT RAP 0 OUTFADLLPPR DETAIL 2 ON SHEET SHEET a 4 e ° c Q c 4 - a y ° 9 a 4 a ° 1 u °4a ^ a v °a a a a a a ° e n c a d d ° ° ° o Q �t _C SSC61 53 ` ` °<- ° ;i ° r e 44 a a a ° m °" °d 4 a a a ° a ° a d p ° Cill CITY OF TIGARD PUBLIC STORMWATER IMPROVEMENTS. SEE `� s,, a SW OAK ST CL STA:8+61.53 \ U 4 a a ° a a SHEETS C4.0 TO C4.3 e W z z`q, of RIM= 177.16 \ ° a ` 4 d a -n` . a O s-s '� IE IN= 164.89 (8" S) d z c� r� 1 N """' " CI CONNECT TO ARCH PIPE DETENTION CHAMBER SYSTEM. SEE - �_ ce w . ..IE OUT= 164.69 ($" N) - ° �- �� BIKE ROOM SHEETS C7.0 TO C7.5 FOR DETENTION CHAMBER SYSTEM �o�� zi ��e w °` ZI a LEASING OFFICEce I DETAILS. f� x r/1 J 11 CONNECT STORM PIPE TO ROOF DRAIN LEADER. SEE p'' `�' z O ARCHITECTURAL PLANS FOR CONTINUATION. r , g iIDENT AMENITY 12 CONSTRUCT 96" WATER QUALITY CONTECH MANHOLE PER w "DR-Al" STA:3fi+1 f3.13 1 (7--"N CC V) 1S• [I DETAIL ON SHEET C5.5A P U) e o ® 27.00 L IE OUT= 171.42 (12' S) 0 INSTALL SIDE STORM PIPELINE CONNECTION PER CWS STD 2 SL -90 DSLF 0 Lli Ce 1 DWG NO. 520. SEE SHT C5.3 - 020FT/FT a MH-5f) (48" CalTFCH WO 0 f - _-i ' ■ ■ t a "e: "DR-A1" STA:38+18.18 14 CONSTRUCT 48" WATER QUALITY CONTECH MANHOLE PER Ti u [ _� s a o Ill 0 1.38' R © -13.12' L O DETAIL ON C5.5A IE= 168.49 (12 W) RIM= 176.68 ,� :I -�� + - I L=13.88LF CO SSCO-63 IE IN= 171.35 (12" N) SEWER CONSTRUCTION NOTES (PVT) r .■ _ 1 S-0,005FT/FT IE OUT= 171.35 12" 5) f 1 , , 1 -� 4 - - DR-A2 STA:61+44.54 ❑ ( 1 � a CONSTRUCT SEWER CLEAN-OUT PER PER CWS STD-I_ 1 4 DWG 500 SEE SHEET C5.4. © _ RIM= 176V V) .20 �' - "DR-A1" STA:38+18.19 © � .--0'020FT/F- 44\ IE OUT= 166.81 (8" N) © 8.95' L ! 2 INSTALL 8" PVC (SDR-35) SEWER PIPE. SDMH-4R (FC1 5 DR-A1 STA:37+55.77 IE= 171.33 (12" N) IE IN= 167.01 {$ S) - L-4.17LF El INSTALL 6" PVC (SDR-35) SEWER PIPE. v -1 I � IE IN= 167.01 (8" W} RIM= 176.63= � l4 S=0.005FT/FT (� � �, 1 R-A1" STA�38+34.38 STUB SANITARY SEWER SERVICE. REFER TO PLUMBING ,..:(zZI 4 IE IN= 168.44 (12" E) 1O t.-A� STA•Fi 1+44.54 ' N ® 22.42' R ‘7\r IE OUT= 168.31 {12" 5) -1 D.7 6 33 (12" S) C J Ell PLAN FOR CONTINUATION. 1:1STAIR 2 / / iw IE= 167.62 (8 E) 0 - L=3.74LF 4 ssco- B2 Ell �/ --) , WATER CONSTRUCTION NOTES (PVT) 5=0.005FT/FT 0 „ [1 / DR-A2 STA:61+78.61 1 CONSTRUCT PRIVATE FIRE HYDRANT ASSEMBLY PER TVWD DETAIL 101. SEE SHEET 8.08 L o `� +11 F- J. 4--b-6-� C6.0. ALL PRIVATE FIRE HYDRANTS TO BE PAINTED RED. RIM= 175.60 ,/N L=10.23LF 1 L=34.07LF' Q I IE OUT= 167.69 (8" N) /c� S=0.005FT FT 7M., 2 CONSTRUCT FIRE DEPARTMENT CONNECTION (FDC) PER DETAIL 1 ON SHEET C6.1. S=-0.020FT/FTB IE IN= 167.89 (8" E) / I �!J o 0 0 0 o - . ©� '_1 SDMH-5R (4R" MN-TECH WO) CI ROUTE 4" C900 FIRE DEPARTMENT CONNECTION LINE BACK TO BUILDING. d a f___.,_.. . -"-•� "DR-A1" STA:38+34.37 MECHANICALLY RESTRAIN ALL FITTINGS AND JOINTS. CID "DR-A?" $TA 61+78 61 El / - I ® 14.20' R (�� L-81.06LF @ �./ INSTALL 6" C900 DOMESTIC WATERLINE ___, ,,, / ® 33.76' L t RIM= 175.76 / S=O.006FT FT 7 L=12.55LF IE IN= 171.55 (12" SE) ° ; ;f..L IE= 168.40 (8" W) I-''' / u S=0.005FT/FT 4 INSTALL 4" 0900 DOMESTIC WATERLINE 1 IE OUT= 171.35 (12 N) W C.) "DR-A1' STA:35+31.43 Li L-2 68LI' 12IP, ., SDCB-5B-1 ' 1 a INSALL 8" C900 FIRE WATERLINE 22.38 L S=-{ Q2QFT FT I "DR-A1" STA:38+42.65 O r�/ / 1 PROJECT © 22.64 R 0 INSTALL 4 45' MJ BEND O -�� I BOUNDARY RIM= 175.33 �r + '� IE OUT= 171.61 (12" NW) (p INSTALL 8" 45' MJ BEND �I owl ow - ow ow ,ow, __"7_ ow _ r•....�+► „ „ i `----�� • 1 DR-A1 STA:35+87.58 ic.) "DR-Al " LINE 0 22.38'L c/ INSTALL 8" 90' MJ BEND P .. I g� INSTALL 8"x8" MJ TEE ST ST- - - ST �� - - ST •-- ® I ci INSTALL 4" 90' MJ BEND Z U ' /�. -. -- N ��. �, - E= ~ "- "�I 1 1 INSTALL 4"x4" MJ TEE, 6"x4" MJ REDUCER, AND 4" GATE VALVE. Emmii O z L=176.99LF 0 g '--{ W W S=0.012FT/FT y I 12 STUB FIRE DEPARTMENT CONNECTION LINE. SEE PLUMBING PLANS FOR . O Z f_ CONTINUATION. O N�� •-1 -"-o-CI -•- \ " . _'-• - ' --_--' " -- - - -{'t'= = . kg=, I= 0 0 0 \-- -1 0 0 . \ 0 0 I=1 - 0 STUB DOMESTIC WATERLINE. SEE PLUMBING PLANS FOR CONTINUATION. w SDMH-3B _._. © "DR-A1" STA:36+02.99 Q "DR-A1" STA:35+12.37 10 14 STUB FIRE WATERLINE. SEE PLUMBING PLANS FOR CONTINUATION I Tit _ 0 ' 0 8.38' R 0 9.56E V1 SD-4 NODE-1 O I- -J N RIM=IN=1 165.728 (12" W) 8Li_ °O "DR-Al" STA:36+00.99 "DR-Al" STA:36+83.09 1•-- # •��110 il0 11.00'L ® 8.38' R E--1 O �� IE IN= 165.72 (12" E) „ „ RIM- 168.91 Li.] DR-A1 STA:35+69.11 `� - E"'' IE OUT= 165.52 (12" S) (� 13.81'R V IE IN= 167.83 (12" N) LEGEND -4 i IE OUT= 167.83 (12" W) - W = PHS WETLAND PROPOSED = CDU (f) (f) a . ' L=37.B9LF O S=0.005FT/FT DELINEATION EXISTING PUBLIC STORM LINE Sc STORM LINE ST oPRIVATE STORM LINE 7 "P1"o �P 1 ni ITFAI I g N` • STORM MANHOLE O STORM MANHOLE O � a 0 DR-A1 STA:35+12.37r - , , O ® 46.26' R •• STORM CATCH BASIN _ STORM CATCH BASIN ,Ii: ,� '976) IE= 165.33 (12'_N) GAS LINE G STORM CLEANOUT © E-+ TELEPHONE LINE T PRIVATE SANITARY LINE SC WATER LINE WA SANITARY MANHOLE OE-+ HanmiGlobal Partner Y WATER VALVE g SANITARY CLEANOUT 0 r-, GENERAL UTILITY NOTES: POWER CONDUIT - P PRIVATE DOMESTIC �, �, C) 808 S4' 3rd Ave., Ste. 300 Q 1. EXISTING UTILITIES•SHOWN ON THESE PLANS ARE ELECTRIC LINE oHr PRIVATE FERE WATER LINE F Fl Portland, OR 97204 APPROXIMATE AND SHALL BE VERIFIED PRIOR TO • • i FIRE HYDRANT Fax: (503) 415-2304 STREET LIGHT Phone: (503) 287-6825 CONSTRUCTION. FIRE HYDRANT ) O www.otak.com ,, 2. ALL PRIVATE HYDRANTS SHALL BE PAINTED RED. FIRE DEPARTMENT CONNECTION N 3. ALL TEES, BENDS, JOINTS, AND END OF WATER LINES WATER METER n PUBLIC STREET LIGHT .- , 18056 C18056C404 SHALL BE MECHANICALLY RESTRAINED. SANITARY LINE - SA PRIVATE SITE LIGHT N Project No. Drawing No. 20' 0' 20' 40' CAUTION LOCATION OF EX. UTILITIES ON 4. SEE SHEET C6.1 FOR FIRE, DOMESTIC, AND BUILDING WATER METER ❑ W THESE PLANS ARE APPROXIMATE AND SHALL LATERAL LOCATIONS AND TRENCH DETAIL LOCATIONS. SANITARY MANHOLE O El C4. 5 BE VERIFIED PRIOR TO CONSTRUC11ON. DCDA DCDAf w SCALE IN FEET Sheet No. 0 a otak, Inc. 2016 r` 2 o o N V) p LOCATE FRAME AND COVER w I'`D PI PLAN '2OV' IN WIDTH ER OF AT LEAST NOTES: PROPERTY LINE OR ! t 1000111/1110I I UTILITY EASEMENT O - i 0 :. .. 1. ALL MANHOLE SECTIONS SHALL CONFORM 0 8'NN. K EEt NOTES: z - TO THE REQUIREMENTS OF ASTM C-478 \ c KNOCKOUTS ALL PRE-CAST MANHOLE SECTIONS SHALL AND APPLICABLE PROVISIONS OF STANDARD O CONFORM TO THE REQUIREMENTS OF ASTM MANHOLE, DRAWING NO. 010. + II C-478 AND APPLICABLE PROVISIONS OF 2. CONFORM TO THE ALL JOINTS AND RREQU REQUBBER UIREMENTS OF SHALLSKETS \-J I I I 0 ) FlE'# w ID p STANDARD DRAWING N0. 010. ASTM C-443. / uniLL f =' '% PIPE SIZE AS SPECIFIED SECURE 2X4 IN PLACE ` } Y o GRADE RING _ AGAINST PLUG W/ BACKFILL m 0 Q v ADJUSTMENT I' TO PREVENT PLUG BLOWOFF .c • G STORM OR SANITARY U MAXIMUM 27' FROM '• :a c.4 AWARD FRAME AND COVER OR .a: .a. ', a SEWER MAIN TOP OF FIRST STEP WATERTIGHT FRAME AND COVER. i 1- '.g ' ' /4. NOTES o (nTO T� CASTINfipi CR i�YNNC �` 110-SACT i•-4 • • S I 1. FOR NEW CONSTRUCTION ALL SIDE SEWER AND SIDE STORM PIPELINE p p m ENCAPSULATED b•: \ •'6 S 4 , CONNECTIONS TO 8" AND10" MAINS SHALL BE WITH FACTORY RUBBER GASKET 5" MINIMUMS-4 f- .,i, FABRICATED "TEE" FITTINGS UNLESS OTHERWISE APPROVED. c tli 1iGROUT G • .. w 2. PIPE MATERIAL SHALL BE ONE OF THE FOLLOWING O 0 L� 0 > e `•1 ' `t •' :• • , o6.. A. PVC ASTM-3034, ASTM-C-900 ZNOTES TGRADE RH1OS (2'.4'.OR 8') . : a: .a. , 0 B. CONCRETE ASTM C-14, CL2 2X4 p D]_ ..s.-_ C. DUCTILEIRONCLASS-501. ALL PRE-CAST MANHOLE SECTIONS SHALL CONFORM TO THE �• MNK2SET iN s • + STORM ONLY REQUIREMENTS OF ASTM C-478. NDN-SCK CROUT °' . ° D. A-2000 PVC ASTM 949PVC •a • b E. PVC RIB MEETING ASTM D 1784 2. ALL POURED IN PLACE CONCRETE SHALL HAVE A 28 DAY PIPE 1"/FT 12" 1� • •' d, .a, :•:. F. CPP MEETING AASHTO M252 STRENGTH OF 3000 P.S.I. AND SLUMP OF 2` TO 4`. a SLOPE • •• 1, C Ir' 3. ALL JOINTS SHALL BE SEALED WITH PRE FORMED GASKETS STANDARD ECCENTRIC :' d,.• ;'4• a _ 3. ALL PIPE SHALL BE COLOR CODED: 0�� Sd, O ,•. �• -GREEN FOR SANITARY SIDE SEWERS SUCH AS KENT-SEAL NO. 2, RAM-NECK, OR AN APPROVED '. 36' CODE d•, a• a. �� _ .• .6• •.' i- -WHITE FOR STORM SIDE PIPELINES MIN .9 \ EQUAL CONFORMING TO FEDERAL SPECIFICATION SS-S00210. . ° d. ' PIPE _ ••s° • ° t Z ' a w Q ! �O 4. ALL PIPE CONNECTIONS TO MANHOLE SHALL BE WATERTIGHT. `, .. SANDED BELL • •• Rubber O I 3,- W z O� J FITTING • O.D. %• ° a• • Gasket m O 0 r7 5. PIPE CONNECTIONS OF 24" OR GREATER SHALL REQUIRE A •• a U • a V ° - a 4/ H O \ MANHOLE AND CHANNEL DETAIL o •.;• • w �' HEIGHT: TOTAL LENGTH OF 2X4 GROUND Z N M C� Nj = CV 6. PIPE CONNECTIONS OF FOUR OR MORE MAINLINES SHALL °, MANHOLE STEPS SEE ° - REQUIRE A MANHOLE CONNECTION AND CHANNEL DETAIL. STD DRAWING N0. 100 �' i 12" HEIOGF T �-LOT//: AS SHOWN ON APPROVED SET OF PLANS SURFACE MAGNETICi j W U 3/4 a 2X4 MARKINGS TO FACE STREET TAPE cn O 7. PROVIDE A MINIMUM OF 8" OF INTACT (UNDISTURBED) r MANHOLE PVC SANDED BELL PIPE •• a +• J MN _ 'G O Q cjj �-� .•��(VARIABLE V-4') O.D. ,a' i. \ 36• LOTp I X Jn W 5� !� w MANHOLE WALL BETWEEN PIPE BREAKOUTS AS MEASURED J ON THE INSIDE FACE OF THE MANHOLE. ` • y 8. BREAKOUT OF WALL FOR PIPE SHALL BE 2" MINIMUM AND L 11 <'a• n• : : :' °' �•, f-COLOR CODE SURFACE �� LL /t/� % X .� ! 000 u �� , �'; Q 6" MIN. JOINT DETAIL WILL VARY BY (0I-'••14 GREEN-SANITARY 4" MAXIMUM CLEAR OF PIPE WALL o v• .1_.. '.v V ..•• • •o'V ^ �- ( ) py W • 9. THIS DETAIL LIMITED TO MAXIMUM INTERIOR DROP OF 24" `� o 0 0 0 0° ed� o 0 0 0 0 0 p V o -� (WHITE-STORM) FOR SANITARY CONNECTION AND 48' FOR STORM •. 80 $0°� o0 0$ O o ° 0 oc�8° MANUFACTURER a' d ,! LABEL MAGNETIC TAPE WITH BLACK LETTERING z CONNECTION. �--.� YIIMUM ` 0° .9 000V00°00°8 0 0 ° °,� o 8 GROUND SANITARY: "CAUTION SEWER BURIED BELOW." \�\ 10. WATERTIGHT/TAMPER PROOF MANHOLE FRAME AND D•• \ q7�p o$o O o 0 00 o 01)0,08A:4,$ e d STORM: "CAUTION STORM DRAIN BURIED BELOW." \ pp -p ° ..7' PLACE 18" ABOVE TOP OF PIPE AND AGAINST 2X4. -1 COVER SHALL BE USED IN ALL EASEMENT AND OFF i KOR-N-BAND - •v 08� b °o 0 °o 0 o p 0400_00.p._00il�o°pO�go0pcp • b / ill o STREET AREAS. STAINLESS INTERNAL �• C .g 00 0 0 0 0 00c0p0oO1°0 m ~ •�-5" MINIMUM '.;° / �' 48'MQN. • : STEEL BAND , a NON-SHRINKING GROUT ONSTRUCT CHANNEL ' _ FOR CONCRETE PIPE z ,•• AND SHELF IN FIELD _� •c : MINIMUM 12" LEDGE all co , PLUG (ONE REQUIRED) 2,. utu TOP INTERCEPT 12` MINIMUM OF 34"-0` I t'/FT. SLOPE M. •* PIPE TO MANHOLE PIPE , COMPACTED BASE ROCK r + ••e a v v e; 1,1,0 '�i SECTIONPIPEvl FLEXIBLE ',. °o'° :8.. 0-).-..--7.„. „L..... CONNECTOR . : •, , f •../ o 'oao °;.°• ° o �i 1 000-' ' MINIMUM SLOPE FOR 3/4'-0 PIPE ZONE �I I �. �I� ° ° ° %9 6' PIPE 0.010 MATERIAL AS SPECIFIED '•, '1: '• 4 ' 1 8' MINIMUM CONCRETE KOR-N-SEAL BOOT �.,. SMOOTH CHANNEL 7O r ' 68 o g•, 4' PIPE = 0.020 3 4 VERTICAL HEIGHT OF PIPE :_`. ``. : °0,°48 0 •8°''° •• SUPPORT TEE WITH ` ` BEDDING GRAVEL, ELEVATION / • " - " ,f '^ Y `,``/ MINIMUM 2'0" WIDE v Y-� •Y.n'r 12' MINIMUM OF '-0" COMPACTED , BASE MATERIAL . • - STANDARD MANHOLE PRECAST CONCRETE PRE CAST RUBBER SIDE SEWER / SIDE STORM CleanWaber Services MANHOLE B ASE CleanVValer PS�i:. ..ter GASKET MANHOLE CleanWakr- Services PIPELINE CleanWat�er Services REVISED 02-03 Our commitment is clear. REVISED 05-07 O� d (�N -" ' REVISED 12-06 Our commitment is clear. DRAWING NO. 010 DRAWING NO. 020 DRAWING NO. 030 REVISED 12-06 DRAWING NO. 520 NOTES: PRE CAST 3'4" CONICAL HOLES (2) SANITARY Cip i . rl 1. ALL STEPS SHALL CONFORM TO THE COVER ONLY 1- , REQUIREMENTS OF ASTM C-478. 2. MANHOLE STEPS MUST BE TIGHT AND FIRMLY EMBEDDED. "B" » » / _. 3. ALL STEPS WITHIN A MANHOLE SHALL 1" FLAT FACE LETTERING CLASSCLASS A BE OF THE SAME DESIGN, TYPE, AND (RECESSED FLUSH) III e . SIZE. (MIXING OF UNMATCHED STEPS /� 1-1/4" IS NOT PERMITTED). - rT, u I w ,... ... ... .........„...........• . . . • ...„,..... .„ -� 0 r1-1/8" >Q a 4,5174%4:1',6-; W'4i:/' 0 MOUND EXCESS NATIVE MATERIAL O � SURFACE RESTORATION .it �: _ O ��.� � /, OVER TRENCH TO ALLOW a: .•a• • �� 4� ® AS SPECIFIED FOR SETTLEMENT .. .. . . .i 0 )\ .• SS:::1#0# fr''I( %4:C.:**--/+4%:'41 ( ° © IHNI 0 41,. 141,',' ••4,5:,•.,..r.•.1 0 Z'. • 10-3/4" � / ® © �"�.• •a : •' sE�d aa•kr 1 �'•.. 4• • !Q �� , +;.; •• • • • • 12' NATIVE TOP SOIL 12" _ . ' ' ♦ s S ••. ' I IF TOP SOIL EXISTED o {11,� 1;�1 i �... 4•' •• I 1i��, \v/�/ O $44-1,�4� ® 0O ref:x ;• 959 COMPACTION 90%COMPACTION PRIOR TO EXCAVATION. ^ C f) , .v. E. •p.. •4 :� 12" 09�,�♦S,,��S♦,1: ,� \ ® • WITHIN 48" OF l^I J SURFACE (1) OPEN /� I• •• 4'•^• • PICKHOLE isti ii. • • " UNDISTURBED Q•4';o. ••;Q:.•4 (1 6) 3/4" �_ 90% COMPACTION NATIVE EARTH d• o UNDISTURBED �, COPOLYMER POLYPROPYLENE PLASTIC HOLES AS SHOWN BELOW 48-OF MATERIAL A ;yogi' SANITARY PLAN VIEW COVER BACK 1 EARTH SURFACE Z y 1/2" GRADE 60 REINFORCEMENT j . . •• a 24-3/4` .� ? \ 0 . . _ 7/ - rr� Yrriiirr iiirrriiiii 24 3/4" DIA. vARIEs ,: 3/4 d.c E 0 13" CC 1 = = w �.i• ti .. � - Ni, 3-3/8" FOR � 22 1 � � � ... 0'� �:▪',VI, � Q P.T. O LL.I TPLASTIC SAFETY STEP - , z o 1 4'� 7/$ • •', ''";'% -••, • V J / 27" om _ce + 1 1 4,� . . v 8"- 8-5 8 a-v. �. • `i I i 0 z iiiii.,,.y.�j ``` iiiii _FT ,••.s•',.i a�• . ° e ' s In .+i . • .� 4. 4 f- 6"-� I• I 25" _ I I D •v~i Y.aJ IBJ 1• ROCK �`�i.� •.� +%�'. •• - . " •° 1/2 PIPE ♦ r� 3/4;-:0 CRUSHED ♦Q Q L02 U d'. • O.D. PLUS 6" I � `J z °.•• '". I ,. J- PE ZONE o . cD2 8 4. '..: •..,• •v. ‘ L 6 SQ. , a U it - I 1 1/2" o°,§° '8`� 0 Q\P o 0 8°80 s., Li / !6 3/4' GALVANIZED BAR : . ' 1, , , „. oa, o 00$ w o 0 0 3 'a / I 7 1/2" SQ. �/i °° ' 8 ° �� E ' 0 MATERIALS: / I 3" 3" 3/4`-o j ° a °°° �r e a .a.d:•.��. , PICKHOLE DETAIL PIPE BEDDING .-�� a°Q� $a o o° o .- o$ \,, E-4 CC f--.1 •� O a ''► . a'.4 0�bk5$a90 000 0 008 GALVANIZED: . • c 12' / r 22 1/2" DIA. - - \/ V8 a 0a c` / ° o 0 �' I- 8 #6 (3/4" DIA.) GALVANIZED DEFORMED REINFORCING BAR, • • •• 23` = SECTION VIEW ✓� `�• .0/ #: `f �``i O U (� a •o• 4 24-1/2" •'its 0•S �E ! R A!' v REINFORCING BAR CONFORMING WITH ASTM A-615 GRADE 40. d ?' d;o = , ` "` " ' ' "•'• `. / 31" TRENCH STABILIZATION: ca GALVANIZED CONFORMING WITH ASTM A-123. - �n sl . IF REQUIRED, TRENCH STABILIZATION 1/2 PIPE O.D. PLUS 4` MIN. FOR PIPE SMALLER THAN 18` SHALL BE SPECIFIED SEPERATELY �_ PLASTIC: , .• . •• . 1/2 PIPE O.D. PLUS 6" MIN. FOR PIPE 18` AND LARGER ` 4 >••1 - - / MUST CONFORM WITH ASTM C-478. o:' a�►pa6 AND PLACED PRIOR TO PLACEMENT a STEEL REINFORCING BAR MINIMUM 1/2" GRADE 60. - \- OF BEDDING MATERIAL � O ^ I 00 MEETING REQUIREMENTS OF ASTM A615 ENCAPSULATED -.- NOTES: II Q / 1. SUBURBAN TYPE NOT FOR USE IN TRAFFIC AREAS OF COLLECTOR AND ARTERIAL STREETS NOTE: a - --- 3 WITH INJECTION MOLDED COPOLYMER POLYPROPYLENE ALL COMPACTTION REQUIREMENTS PER 1--I °' WITH SERRATED SURFACES. 2. COVER AND FRAME SHALL BE GRAY CAST IRON ASTM A-48 CLASS 30. SEE DETAIL #110 FOR MANHOLE FRAME SPECIFICATIONS. ---7-_----- 2 4` FOR GALVANIZED STEP 3. COVER AND FRAME TO BE MACHINED TO A TRUE BEARING ALL AROUND. AASHTO T-99 AND ODOT/APWA SPEC 00405. C� - ----_-__ sem= -• 4. NOTCH LID FOR LIFTING HOOK. h-� -J '• SUBURBAN AND STANDARD STORM WATER TRENCH BACKFILL w E-I HanmiGlobal Partner YT MANHOLE STEP MANHOLE FRAME AND COVER • CleanWaber Services CleanWater Services MANHOLE LID CleanWah; Services DETAILS CleanWa� Se=ver808 SW 3rd Ave., Ste. 300 K DRAWING N0. 100 REVISED 02-03 Our commitment is clear. DRAWING No. 110 SANITARY REVISED 12-06 Ourb a sesiabssat DRAWING N0. 120 REVISED 12-06 Osessis asatIsdaa>a WI DRANG N0. 590 REVISED 12-06 Oar esseallasat Trdaur. Portland, OR 97204 Phone: (503) 287-6825 Fax: (503) 415-2304 (24I O www.otak.com N 18056 C18056C50Z o - Project No. Drawing No. _ m C5. 3 - Sheet 46 UD No. 0 Otak, Inc. 2016 I\ o o N SEE NOTE AT TOP OF 12" TOPSOIL z 3 '- SEE DETAIL#020. FOR LARGE DIAMETER OUTFALL WIDTH L(FT) D(FO ODOT w MANHOLES SEE �` (i CONFIGURATION DETAIL I I• FINISH GRADE' (�) CLASS O STANDARD DETAIL#160 -t t t' PIPEINSTALLATION DETAIL > Z III P1 8 1.5 50 •�- GRADE MRI8"- E(2 4 OR 6"> I ENGINEERED ENERGY .� MAXIMUM 8"-SEE NOTE 6 .4 SET IN NON-SHRINK GROUT --111-1 I I I I 1 I II U P2 (/1 + +. PAVING RINGS NOT ALLOWED _I ,, �II DISSIPATER REQUIRED w REMOVABLE VATERTIGH �`.� DETAILS 0 !•' ACCESS PONT,6'-ID'DPE. Nit \ A d • ♦• FOAM PEA SACKINGi -'-I NOTES: WI° (RIM TO LENGTH) SUBGRADE 11, 1. ALL MANHOLE SECTIONS SHALL MOUN POND BOTTOM r Y ••• ••� ANCHOR W/BOLT FIANCE CONFORM TO THE REQUIREMENTS .; SEE DETAIL A) m U Q OF ASTM C 478 AND APPLICABLE • r 1NL PIPE PROVISIONS OF STD.MANHOLE i •s D INSTALLATION NOTE ! p S=0% (. DRAWING NO.010 r �. PosrrroN HOOD SUCHTHAT -_III-_ {(^�J ,t,px / /// J/ %.•• MOUNTING FLANGE �- BOTTOM INVERT SBELOW -1 I I j �~,�+ ��.•k._ ,11, ta• THE PIPE INVERT. ( _/ I 2. INLET AND OUTLET PIPE NOT TO EXCEED y+ • •4 7 -I I �. _ 1 I I I I!- '' a 0 m 18"DIA. •!' •':a. ` GASKET COMPRESSED BETWEEN HOOD WOVEN GEOTEXTILE L' CI, L._ a▪ •' ANESTETAIL B) ' Z •- 3. PROVIDE SPECIAL DETAIL FOR OUTLET pEreaA )I (MIRAFI FW404 OR p3 FLOW CONTROL EXCEEDING 18"DIA. ' f- 60"MINIMUM ---► •• (SEE DETAIL B) Z APPROVED EQUAL) SECTION I : 1! ^- OUTLET PIPE MADDEN) J'1 o ... 4. ALL OUTLETS SHALL HAVE FLOW CONTROL ;4�� ;! WATERTIGHT SEAL FRONT VIEV SIDE VIE., DRILLED ANCHOR • HOLE SHIELD So AI LESS DEVICE. a• • • ;'' SNOUT OIL-WATER-DEBRIS SEPARATOR (NARROW EXPANSION CONE END OUT) '•.:.4," • • PIPE TYPE �> SIZE,AND 1MI J �l 0.) V. 06� 6 O� \l0 .0\\.1.1Sc!, o • ANTI-SIPHON DEVICE PER CONNECTION NOTFSI “Ma. Alli "` �` -I) �� PLAN,AS 1. ALL HOODS AND TRAPS FOR CATCH BASINS AND WATER QUALITY STRUCTURES SHALL BE ♦ Q• .0000 010001100e 4/ o_ Z Z Qa , to I a'• AS MANUFACTURED BYI /*o �owl #�oil!�I a Z r+' ~ 0 N} N APPROVED „: BEST MANAGEMENT PRODUCTS, INC. ALL HOODS AND TRAPS FOR CATCH BASINS :;"SNOUT"OIL&DEBRIS STOP t aT 53 MT, ARCHER RD. (� 0•1100a0 '•0'•0 •(�'•49•600 LO U U ,- • ALL WATER QUALITY STRUCTURES SHALL ▪j I (860) CT 06371 LYME434-0277, (860) 434-3195 FAX ]' INLET PIPE •0 .RIP RAP elbow_ �j OIL O Q/�• q BE AS MANUFACTURED BY: :;t TOLL FRED (800) 504-8008 OR (888) 354-7585 •\ 00e.100•10•600.0•11 ° w L,J BEST MANAGEMENT PRODUCTS,INC. WEB SITE www.bestmp.com rr rr (16) 1/2"0 HOLES EVENLY + U� `�f w .,.l\4' 53 MT.ARCHER RD. + OR PRE-APPROVED EQUAL 28"x2" CAST IRON SPACED AT BASE COURSE il�alp egos.ass",ail` �2 �'i x LYME,CT 06371 y • OR WELDED GRATE • • • • • • • LLJ (860)434-0277,(860)434-3195 • 7 �+ 18' 2, ALL HOODS SHALL BE CONSTRUCTED OF A GLASS REINFORCED RESIN COMPOSITE WITH (1 MIN. ABOVE INVERT ELEV. OF 01 01 01 00► 00 d6 0� a _ FAX TOLL FREE:(800)504 8008 ,. , '• ,• ISO GEL COAT EXTERIOR FINISH WITH A MINIMUM 0.125' LAMINATE THICKNESS. HINGED TRAP / OUTLET PIPE.) 10 ell 0�0��0 ile 0�` I OR(888)354-7585 3, ALL HOODS SHALL BE EQUIPPED WITH A WATERTIGHT ACCESS PORT, A MOUNTING FLANGE, • WEB SITE: WWW.BESTMP.COM 4:'.... •:• &FLOATABLE DEBRIS ).• AND AN ANTI-SIPHON VENT AS DRAWN. (SEE CONFIGURATION DETAIL) I ...),;;;•.7- 1 + -r;ry�. �-4 PLAN OR PRE-APPROVED EQUAL r. o,<UaaUa<uoxueluv;Ub;uv$(tnUoauoEU��U`lh:r•... ;er6 i o•,o�po�ooe�o°o°o;oo oo; a ODAaO'�'o0'00'o0�'oOb by opMp,•op os o 0 0 • ON SURFACE CANNOT EXIT PIPE i• 4. THE SIZE AND POSITION OF THE HOOD SHALL BE DETERMINED BY OUTLET PIPE SIZE AS1d8Do,Oo80o�ogOvoDooflv>oa;DaaOo.O/,Icir04, ?d0o°,, o •_ o egg a�g ao a a�a a v8v o� ••' i, �:�,� � �� «�' 'o z ;D�° onD"'D�' ono on"Dn' 'zD RIPRAP NOTES(PER CWS SHEET 770). PER MANUFACTURER'S RECOMMENDATION. on. o o •o ".• 1 27.c,S .n . i ff ▪ • CAULK P1PE� 1 PO HUBL?% _ - i X111111=111=IIIEE SUMP VOLUME AVAILABLE • • . ''•" 5. THE BOTTOM OF THE HOOD SHALL EXTEND DOWNWARD A DISTANCE OF 18' FROM I.E. OUT. to '-I -I i I- -T MINIMUM MAXIMUM \ -}(II - I(_I((- RIPRAP: 4, 6. THE ANTI-SIPHON VENT SHALL EXTEND ABOVE HOOD BY MINIMUM OF 3' AND MAXIMUM OF . 6N Z ROCK FOR RIPRAP SHALL BE ANGULAR IN SHAPE. 60'M.H.= 58.9 CF 98.1 CF w f-,111 • THICKNESS OF A SINGLE ROCK SHALL NOT BE LESS THAN ONE-THIRD ITS LENGTH. 72"M.H.= 84.8CF 141.3CF ... 24' ACCORDING TO STRUCTURE CONFIGURATION. �a 10 GA. STEEL ALL WELDED 84"M.H: 115.4 CF 192.3 CF .• .t • ROUNDED ROCK WILL NOT BE ACCEPTED UNLESS APPROVED BY THE DISTRICT. PROVIDE SPECIAL DETAIL FOR VOLUME t= 7. THE SURFACE OF THE STRUCTURE WHERE THE HOOD IS MOUNTED SHALL BE FINISHED ILJ f rn• CONSTRUCTION. ASPHALT REQUIREMENTS EXCEEDING 192.3 CF !, ~'. SMOOTH AND FREE OF LOOSE MATERIAL. (/7 - -I I1=1 RIPRAP INSTALLATION: s• I-III_ EMULSION COATED INS •IDE EXCAVATE BELOW FINISH GRADE TO DEPTH & DIMENSIONS SHOWN ON APPROVED PLANS. r,,•:1 ;•:4- ,ri^ moo ) • - • -(.•�-1 8, THE HOOD SHALL BE SECURELY ATTACHED TO STRUCTURE WALL WITH 3/8' STAINLESS -T=1 AND OUT. (24 SQUARE OR • INSTALL WOVEN GEOTEXTILE FABRIC PER MANUFACTURERS RECOMMENDATIONS. I . : :- ' P �. •' 1 STEEL BOLTS AND OIL-RESISTANT GASKET AS SUPPLIED BY MANUFACTURER, (SEE N 1 II_ INSTALLATION DETAIL) -�� ROUND.) • PLACE RIP RAP TO FINISH GRADE. INVERT ok : 9. INSTALLATION INSTRUCTIONS SHALL BE FURNISHED WITH MANUFACTURER SUPPLIED - _1=1 INSTALLATION KIT. r ELEVATION ,' X111 SUMP VOLUME REQUIREMENTS INSTALLATION KIT SHALL INCLUDEI L _, �_.. • GRADE RIPRAP SHALL BE THE CLASS AND SIZE OF ROCK ACCORDING TO THE FOLLOWING: 2DOFt1.oCFS OFINFLOW A. INSTALLATION INSTRUCTIONS SLOPE AND I.E. VARIES ir' B. PVC ANTI-SIPHON VENT PIPE AND ADAPTER CLASS CLASS CLASS CLASS CLASS C. OIL-RESISTANT CRUSHED CELL FOAM GASKET WITH PSA BACKING SEE PLANS 50 100 200 700 2000 58.9 CF MINIMUM REQUIRED D. 3/8' STAINLESS STEEL BOLTS PERCENT E. ANCHOR SHIELDS NOTE: WEIGIlT13F ROCK (IBS) (BY WEIGHT) 1) MIN. 2'-0" COVER ON ALL PIPE IN DRIVE AREAS. 50-30 100-60 b 140 X100-500 2000-1400 20 30-15 60-25 140-80 500-200 1400-700 30 WATER QUALITY WATER QUALITY 2) LYNCH TYPE CATCH BASIN OR EQUAL 2-0 25-2-080-8-0200-20700-40-040 2-0 2-0 8-0 20-0 40-0 10 MANHOLE (SNOUT) A e anvV r Services MANHOLE (SNOUT) B ClamWaber Seivil TRAPPED CATCH BASIN 1 T TYPICAL INLET RIP-RAP PAD DETAIL 2 REVISED 12-06 Ow••�■dt M•1••a REVISED t 2-06 •4 i SCALE C5.4 DRAWING NO. 250 DRAWING NO. 260 N.T.S. SD-CBI CI) ll 3/4" SQUARE 0 ' A A B B D Ir NOTES: 1. BAFFLE WALL SHALL HAVE#4 BAR AT 12'SPACING EACH WAY. ❑D * 2. PRECAST BAFFLE SHALL BE KEYED AND GROUTED IN PLACE. Removable NON-SHRINK GROUT Z -T, 1111- Watertight JOINT BETWEEN CONCRETE BAFFLE AND MANHOLE WALL SHALL BE WATERTIGHT. STANDARD CAST IRON ❑ [I ■ O Coupling -",47....----Baffle Wall 3. UPPER FLOW ORIFICE SHALL BE ALUMINUM,ALUMINIZED STEEL OR GALVANIZED r FRAME AND COVER Q❑p Q ❑ p i� Grouted STEEL.GALVANIZED STEEL SHALL HAVE TREATMENT 1. W DRAWING N0. 510 Z 4. FRAME AND LADDER OR STEPS ARE TO BE OFFSET SO THAT:SHEAR GATE IS VISIBLE FROM THE TOP; STANDARD MANHOLE 4111111111it + ❑ a O QReetrloWr Plate With CLIMB-DOWN SPACE IS CLEAR OF RISER AND GATE;FRAME IS CLEAR OF CURB. GRADE RING D ❑ s a 0 Cl ♦ ce B t C 5. MULTI-ORIFICE ELBOWS SHALL BE PREINSTALLED TO INSURE LADDER CLEARANCE. ellalk .-_ n Speified)1‘11------d" rlr QoofV ♦} L B. RESTRICTOR PLATE WITH ORIFICE AS SPECIFIED IN THE CONTRACT.OPENING IS TO BE ♦rte•/, -14 L �l L.._-- �%��'r � CUT ROUND AND SMOOTH.NEOPRENE GASKET SHALL BE INSTALLED BETWEEN THE A•, •' .• 1• e. Q 0❑ O � T ��' ORIFICE PLATE AND CONCRETE BAFFLE TO PROVIDE A WATERTIGHT SEAL. i. 4!. '4 '``'••:.: + •o .•e 4" MIN. \�// 7. SHEAR GATE SHALL BE MADE OF ALUMINUM ALLOY IN ACCRDANCE WITH ASTM B 26M AND ASTM B 275, //�� ` • +.`, �✓ DESIGNATION Zg32A OR CAST IRON IN ACCORDANCE WITHASTM A 48,CLASS 30B.LIFT HANDLE MAY BE SOLID L__[� FINISH GRADE 17.!,•; ROD OR HOLLOW TUBING WITH ADJUSTABLE HOOK AS REQUIRED.NEOPRENE RUBBER GASKET RERQUIRED (2 44 \ ` \MEMO `Z::•`, +e,•• • ' O BETWEEN RISER MOUNTING FLANGE AND GATE FLANGE.MATING SURFACES OF LID AND BODY SHALL BE •'s` • ;!• -9 7/8" MACHINED FOR PROPER FIT.FLANGE MOUNTING BOLTS SHALL BE_DIAMETER STAINLESS STEEL . ;' �, WATERTIGHT PIPE PLUG f Z 8. SHEAR GATE MAXIMUM OPENING SHALL BE CONTROLLED BY LIMITED HINGE MOVEMENT,STOP TAB V) .�rs�� •��.7.•, WITH STOPS ` 1)^ I OR SOME OTHER DEVISE. _„) �•�. .off a: + I Q L~ 9. ALTERNATE SHEAR GATES DESIGNS ARE ACCEPTABLE,IF MATERIAL SPECIFICATIONS ARE MET AND FLANGE " . • ""v l J LJ T s BOLT PATTERN MATCHES. •• - •:l`• /V 10. MANHOLE CERTIFICATION REQUIRED FOR TRAFFIC LOADING. `.. C\ II I.A:4v PROVIDE 3/4"-0 FOR A 6" SECTION B-B 0 PLAN • 2" MIN. CLEARANCE °•N�:•vl _rra� .. MINIMUM OF 6" AROUND /� d' NOTE: :v •f •�,"� "�-`'Y" v•' CLEANOUT GROUT INTERNAL PARTITION AND SEAL ALL CONNECTIONS/PENETRATIONS TO PREVENT LEAKAGE OF STORM WATER l:l I 18"x18'z Stainless O S 6 F'•+� 8 l Play O 0 (WATER TIGHT SEAL)OUT OF NON-APPROVED LOCATIONS. °p;•At •.. MIN. O //ry I 9-_ I r . (See Table) Emmml CD 1✓ J 1 titles"A' I :•• • •. :�.: \ t8• Steel Expansion Bolts, '• T"Dia.Hole For Stainless ra. z ••••••:,,, 1J"Smbdedment �� W 1•�"") W ,�t ...4...... 0 o i` MIN. OVERLAP `,�:• ,.' • SECTION A-A o . bp. di W o T •�i A • C• 0 0 • p 01 •'" ' - • 1 �� T ( ,. 122=011✓ •1�M•.• \ s. c24 Typ• PIM COMM 0 /.. In CK D :: E . 1. yN07ES:" ALLEN HEAD BOLTS IIWr i♦rl Cour a,•I,u",,,,I,11�61i C '13 \ .JR4•: 1` LONG RECESSED. \ Overflow-I `�� •t > Mtk �1 WEST BASIN EAST BASIN T ) W • FrlEL (IN) 167.87 168.44 I v 1 �. ♦ &lavation ._.......•\.,-...•..-^.r •;•..7.�,t ...•4,4,%.4:0 -,„N;).;-,. ..a • r., 2. ALL PERMANENT CLEANOUTS < • • 02 ,-....:4,..4,,X.•..,?••••,*, �►;- •�' • • • TO HAVE BOLT DOWN COVERS. � •� • DO • • T js•':•.•:.::.',•:..•.:. ...• Sheer Gate M■B01 .. /�,/ F.L. (OUT) 167.67 168.31 I= ( ) Litt Handle IFlCE C EVA ON OUTLET PIPE DIAMETER (IN.) 12 12 !�4 -�•ta;: • ••.'3'�•':"�+�+'�' • �• 3. MATERIAL SHALL BE GRAY ITT p� ��ry, r ►'.� CAST-IRON, ASTM A-48, 0 • • 1' • B'Shear Gate (WHEN SPECIFlED� •^"' v..• CLASS 30. 1 1 14 See Dem t. •• • ORIFICE B ELEVA ON NUMBER OF ORIFICE 2 1 �- M a " p-' \ H" Iv • /_ ?WHEN SPECIFIED) ORIFICE A ELEVATION 165.67 166.31 0 • Ct :-"'• • P p DIAMETER OF ORIFICE A IN.) 2.0 1.0 ♦�• OSlic PROFILES • ' '•� .. a . .p .A.-.•a Q p.• ,•., •'.. ' OS f EL IN _ - D AMEiERORIFICE BOF OR FICEN B (IN.} 170.766 - Icy F- F- < ...!••::..-.1....�• Q ••4. •Q • •�; . •.'1�� t ' (� $ �' �. �+f.L OU[ rem 1� o :•••' . =4P.:•••4. •1. •Q• .4 .•d. .'d . ..4.P.5 t^ ^ NOTCH C ELEVATION 172.26 172.86 M I= U V J ( } ��• CONCRETE ENCASED f (p • Ill WIDTH OF NOTCH C (FT.) 0.5 0.5 '. �IlliAl " ORIFICE A ELEVATION OVERFLOW ELEVATION 172.76 173.11 CID 3/4 -0 BOTTOM OF WYE 3/4"-0 // // /// .:' •` 'r (BEET LE PLATE oL°Tni CE ;: . BAFFLE WAUEFER HOLE RIM ELEVATION 175.40 176,76 l M�'"' FOR PLASTIC PIPE C '" • BAFFLE WALL THICKNESS(IN.) 6 6 a - 89 06 111MOIIJ B-B ►-1 0 a , al NOTE: • 8 1. CONCRETE ENCASE ENTIRE WYE SECTION AND 45 BEND IF CONCRETE PIPE DETAIL i. k., B>«•�r£ WA1> ( 3 2. STAND PIPE TO BE SAME SIZE AS MAINLINE UP TO AND INCLUDING 8" PIPE. / MT CON=MUCl17�EMIL0 E-+ L p4 _ Q. MAINLINE GREATER THAN 8" SHALL HAVE A 8" STANDPIPE. ' NTS ".........„,40 ADJUSTABLE LOCK f�� _l -� z =- tl UFT HANDLE SCREW (111(11-'%.) �� 2B-2 CLEANOUT FRAME `' ATTACHMENT ;"ROD OR TUBING w _ �" 1€1 �" ""'� E-+ HanmiGlobal Partner � STANDARD CLEANOUT Clan Ser • iees AND COVER GleanV r Services ci• "°"'I �` �` T T 808 SW 3rd Ave., Ste. 300 a DRAWING NO. 500 REVISED 12-06 Our la DRAWING NO. 510 REVISED 12-06 Our commitment is clear. �/j BREW on a yaur YALVI 02>ia, - Portland, OR 97204 ci Phone: (503) 287-6825 Fax: (503) 415-2304 1 �� www.otak.com N. N 18056 0180560504 W Project No. Drawing No. 1,-1 C 5. 4 ,.....-- d Sheet No. ©Otak, Inc. 2016