The URL can be used to link to this page

Home My WebLink AboutTesla Site Redevelopment E 0 I (0TESLA _ _ 0 W Z O /0V U AS— BUILT 0 a W o w � SITE REDEVELOPMENT 12/18/2023 N o e o g N w NOTE � � ~ � � w TAX LOT co O a AS—BUILT DRAWINGS INFORMATION IS BASED ON CONTRAC TOR, w a J Q TI ARDOR FIELD SURVEY, AND FIELD INSPECTOR GATHERED DATA. ALL Q V INFORMATION HEREON SHALL BE FIELD VERIFIED PRIOR TO USE X IN DESIGN AND/OR CONSTRUCTION. Q Th I- CD off 100' 0 50' 100' 200' V LOT 2400 N , , , , TRIMET WES SCALE: 1" = 100' I RAIL ----- --_-- a ®® 8 A 9® F=� A A� ® �® 0 vii ❑ c,. i 11 �3'7f�I _fie_ �.� o • �6- iiiiiiiiiiiiiiiiiii i iiiiiiii l e vv� I— X ~T , 9 �O II e 4' cs/ Z I- 0 fw ww TAX LOTX TAX LOT TAX LOT 1 S135BB !I 1 S1 26CC ` 1e 1 S1 27DD � w 100 X _ I`,„el 200 1200 IP `� SITE IiiIH.1 = / o� CL w IX .:ItagEfintaagiM i _ . .G_ I OD Milli. —1 0 ■ . . INMA%PI;NII 1 i w V --Atig I I III All I— �,� ■iii % / 4#11 . - A7.--�ee�u I I I ��1*** �i Ii•alta:: ..l�s�a �r . D! `.°; ::::::::::::::::::::::::::::::::::::t::::::t::::::::::: ANIII111 i UM KW# ® SW CASCADE AVE Z 0 VICINITY MAP m (ISSCALE: N0 1" = 500' z cn SITE MAPz Z m O wO (r) NOTICE TO EXCAVATORS 0_ M o Cl) U ci Z 1..dN ATTENTION: OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED _ — z w 1 > > BY THE OREGON UTILITY NOTIFICATION CENTER. THOSE RULES ARE SET O 0 m m = f > o FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0090. YOU MAY SHEET LEGEND `f) 8 _ o OBTAIN COPIES OF THE RULES BY CALLING THE CENTER. (NOTE: THE w f o v TELEPHONE NUMBER FOR THE OREGON UTILITY NOTIFICATION CENTER PROJECT CONTACTS NO. SHEET o ? W 1- IS (503)-232-1987). c w N a_ T1.0 COVER PAGE N I = o o' '4 U U L� U W OWNER: 10065 SWC, LLC ENGINEER: EMERIO DESIGN 01.1 GENERAL NOTES AND LEGEND 04 N N >> BY ALSTON & BIRD, LLP 6445 SW FALLBROOK PL., SUITE 100 w 0 0 o N N " C1.1 EXISTING CONDITIONS PLAN N N N 0 0 0 BANK OF AMERICA PLAZA BEAVERTON, OREGON 97008 Q M co POTENTIAL UNDERGROUND FACILITY OWNERS o N N N 1--- oo H- 101 SOUTH TRYON STREET, SUITE 4000 CONTACT: ERIC EVANS C1.2 DEMOLITION PLAN ,,,, Dig Safely■ CHARLOTTE, NY 28280 503-853-1910 "' �' "' C2.1 SITE PLAN o o - N r7 o Call the Oregon One-Call Center SURVEYOR: EMERIO DESIGN C2.2 SITE PLAN - SALES CENTER J DIAL 811 or 1-800-332-2344 THIS DESIGN COMPLIES WITH ORS 92.044 (7) APPLICANT/DEVELOPER: BENDERSON DEVELOPMENT COMPANY, LLC 6445 SW FALLBROOK PL., SUITE 100 C2.3 SITE PLAN - SERVICE CENTER 3 IN THAT NO UTILITY INFRASTRUCTURE IS 570 DELAWARE AVE BEAVERTON, OREGON 97008 DESIGNED TO BE WITHIN ONE FOOT OF A BUFFALO, NY 14202 CONTACT: ERIC LYNCH C3.1 GRADING, DRAINAGE AND EROSION CONTROL PLAN 0 6 > EMERGENCY TELEPHONE NUMBERS SURVEY MONUMENT LOCATION SHOWN ON A PROJECT CONTACT: MATTHEW OATES, P.E. 503-746-8812 C3.2 GRADING PLAN - SALES CENTER W 00 SUBDIVISION OR PARTITION PLAT. NO DESIGN (716) 998-8534 o 0 NW NATURAL GAS MODIFICATION NOR FINAL FIELD LOCATION C3.3 GRADING PLAN - SERVICE CENTERo M-F 7am-6pm 503-226-4211 Ext.4313 CHANGE SHALL BE PERMITTED IF IT WOULD g z AFTER HOURS 503-226-4211 CAUSE ANY UTILITY INFRASTRUCTURE TO BE 7- ❑ © 00 C4.1 UTILITY PLAN PGE 503-464-7777 PLACED WITHIN THE PROHIBITED AREA. SITE INFORMATION � Q ° � � U °_ C5.1 DETAILS C5.2 DETAILS w _, 0 0 QWEST 1-800-573-1311 p SITE AREA: 199,158 SF (4.58 AC) TOTAL •SITE AREA 199,158 SF C5.3 DETAILS w o o m M ° m VERIZON 1-800-483-1000 ZONING: MUC z ° o o - E EXISTING BUIDLING 44,105 SF C5.4 DETAILS W w - Li X °' Q TIGARD PUBLIC WORKS 503-718-2591 TTAX AX MAP:O200 6CC EXISTING LANDSCAPE 28,216 SF z < Q H u c C5.5 DETAILS TUALATIN VALLEY WATER DISTRICT 503-848-3000 ralW NUMBER OF LOTS: 1 PROPOSED BUILDING 4,154 SF C5.6 TVWD DETAILS w u, m PROPOSED LANDSCAPE 30,468 SF E1.1 SITE LIGHTING PLAN ix TOTAL DISTURBED AREA 38,090 SF L1 TREE PRESERVATION & REMOVAL SITE PLAN Imp ?)' , ENGINEER'S NOTE TO CONTRACTOR: L2 TREE CANOPY SITE PLAN 0 01 THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A L3 PARKING LOT TREE CANOPY PLAN SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON L4 LANDSCAPE PLAN o THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN QUARTER SECTION TVWD WATER METERS: -ED PROFF ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS SOUTHEAST ONE-QUARTER OF SECTION 27, SOUTHWEST 10065 SW CASCADE AVE. L5 VEGETATED CORRIDOR PLANTING PLAN �cy� _„GINEf,4 Ss/o 0 OR STin RUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. ONE-QUARTER OF SECTION 26, NORTHWEST ONE-QUARTER OF 1.5" #85724233 ECO1 EROSION & SEDIMENT CONTROL COVER SHEET 84283 SECTION 35 AND THE NORTHEAST ONE-QUARTER OF SECTION 34, 6" FIRELINE (CONTRACT) ECO2 CLEARING, DEMOLITION, PAVING AND EROSION AND o THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING TOWNSHIP 1 SOUTH, RANGE 1 WEST, OF THE WILLAMETTE MERIDIAN. THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS SHALL APPLY SEDIMENT CONTROL PLAN OREGON d CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND ECO3 UTILITY, PAVING, GRADING & STABILIZATION, / '/ Y 13,20 4-' g HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE EROSION & SEDIMENT CONTROL PLAN Oy W H P��\ in PERFORMANCE OF WORK ON THIS PROJECT, EXCEPT FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE c'\; ENGINEER. BENCHMARK INFORMATION ECO4 EROSION & SEDIMENT CONTROL DETAILS EXPIRES: 6/30/2023 11-1:ET.0 ro CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO 0T1 "THE COMMENCEMENT OF WORK. WASHINGTON COUNTY BENCHMARK N0. 331a; ELEVATION: 194.536 OF a) CITY OF TIGARD: PH 2022-00175 0 TVWD: E8363 1 8 LAND USE FILE: MMD2021-00045 o E E 0 I GENERAL CONDITIONS GENERAL CONDITIONS CON'T SANITARY AND STORM SEWERS COCO W Z 1. THE PERMIT HOLDER MUST COMPLY WITH ALL APPLICABLE PROVISIONS OF FEDERAL AND STATE LAW, THE TIGARD MUNICIPAL CODE, 33. THE PERMIT HOLDER SHALL CAUSE HIS CONTRACTOR TO PROVIDE TO THE CITY INSPECTOR, IN WRITING, THE NAME AND 24 HOUR 1. ALL STORM DRAIN CONNECTIONS ARE TO BE FACTORY TEES UNLESS OTHERWISE NOTED \ Q oz AND THE TERMS OF ANY AGREEMENT WITH THE CITY OF TIGARD REGARDING WORK TO BE DONE PURSUANT TO THIS PERMIT. EMERGENCY TELEPHONE NUMBER OF A DESIGNATED "COMPETENT PERSON" RESPONSIBLE FOR CONSTRUCTION SAFETY AS PER OR-OSHA, / F- CHAP. 437, DIV. 3 CONSTRUCTION, SUB-DIVISION P - EXCAVATIONS. THE CONTRACTOR SHALL NOTIFY THE CITY INSPECTOR OF 2. ALL RAIN DRAINS OR FOOTING DRAINS SHALL BE PIPED OR CONNECTED TO A DRAINAGE SYSTEM, DRAINAGE BLOCKOUTS SHALL BE 0 < V w 2. THE CITY'S STANDARD SPECIFICATION FOR TRAFFIC CONTROL IS "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND ANY/ALL ASSIGNMENT CHANGES. PLACED IN CURBING FOR ONLY THOSE LOTS INDICATED ON THE PLANS. BLOCKOUTS ARE TO BE LOCATED 5' FROM PROPERTY LINES. V W Et 0 HIGHWAYS", U.S. DEPT. OF TRANSPORTATION, FHWA, CURRENT ADDITION. ISL ct 34. IT IS THE SOLE RESPONSIBILITY OF THE PERMIT HOLDER TO PROVIDE FOR PROPER RIGHT-OF-ENTRY AND/OR EASEMENTS PRIOR TO 3. ALL STORM PIPES ARE TO BE INSTALLED WITH WATERTIGHT JOINTS IN EASEMENT AREAS. co c in O 0 3. TRAFFIC CONTROL SHALL BE PROVIDED FOR BY THE CONTRACTOR IN ACCORDANCE WITH THE CITY'S STANDARD SPECIFICATION AND, STARTING WORK. PROOF OF RIGHT-OF-ENTRY OR PROPERLY EXECUTED EASEMENTS, SHALL BE PROVIDED TO THE CITY. THE CITY NCI Q ALSO, IN ACCORDANCE WITH A CITY (JOB SPECIFIC) APPROVED TRAFFIC CONTROL PLAN. A COPY OF THE APPROVED TRAFFIC SHALL IN NO WAY BE CONSTRUED TO BE LIABLE FOR THE PERMIT HOLDERS FAILURE TO OBTAIN OR PROVIDE FOR PROOF OF 4. STORM SEWER PIPE, UNLESS OTHERWISE NOTED ON PLANS, SHALL BE PVC PER ASTM D-3034 (SDR 35). N V Q E CONTROL PLAN SHALL BE AVAILABLE AT THE WORK AREA. RIGHT-OF-ENTRY OR EASEMENTS. LU 5. BACKFILL MUST BE COMPACTED TO A DENSITY OF 95% PER ASSHTO T-99 IN PAVED OR STRUCTURAL FILL AREAS. MINIMUM COMPACTION I r O ix 4. PUBLIC ROADWAY SHALL NOT BE CLOSED TO TRAFFIC, AT ANY TIME, WITHOUT HAVING FIRST OBTAINED WRITTEN APPROVAL FROM THE 35. BEFORE PLACEMENT OF ASPHALT, THE PERMIT HOLDER SHALL CLEAN AND CITY COMPLETE A PRE-ACCEPTANCE VIDEO INSPECTION OF IN UNPAVED OR NON-STRUCTURAL FILL AREAS IS 90%. Q CITY ENGINEER. THE PERMIT HOLDER IS RESPONSIBLE FOR PROVISION OF TIMELY NOTIFICATION OF TRAFFIC FLOW DISRUPTIONS TO ALL NEW SEWER LINES. THE PERMIT HOLDER SHALL PROVIDE THE CITY WITH 30 DAYS OF NOTICE FOR THE VIDEO INSPECTION. ANY W0 J U ♦♦Q^^ AREA WIDE EMERGENCY SERVICES (TIGARD POLICE DEPT., TUALATIN FIRE & RESCUE) AND TO TRI-MET AND TIGARD SCHOOL DISTRICT DEFICIENCIES SHALL BE REPAIRED BEFORE PLACEMENT OF FINAL LIFT. 6. STORM LINES SHALL BE WHITE IN COLOR AND TESTED ACCORDING TO REQUIREMENTS OF CLEAN WATER SERVICES. TESTING SHALL BE Q V AND OTHER PROVIDERS. PERFORMED AFTER CONSTRUCTION IS COMPLETED INCLUDING BACKFILLING AND COMPACTION OF BASE ROCK. THE DEFLECTION TEST AS 2 X1- 36. THE DEVELOPER SHALL CREATE AND PROVIDE TO THE CITY A SCHEDULE OF PERIODIC (QUARTERLY) MAINTENANCE OF THE WATER DESCRIBED IN THE AMERICAN PUBLIC WORKS ASSOCIATION MANUAL - OREGON CHAPTER IS REQUIRED. ALL STORM SEWER LINES MUST Q 5. ADVANCE WARNING OF IMMINENT TRAFFIC DISRUPTION SHALL BE PROVIDED TO THE GENERAL MOTORING PUBLIC BY PLACEMENT OF AN QUALITY FACILITY. THE DEVELOPER SHALL MAINTAIN SAID FACILITY FOR A PERIOD OF THREE (3) YEARS FROM THE DATE OF CITY BE THOROUGHLY CLEANED PRIOR TO DOING ANY TESTING OR VIDEO TAPING. X I- Cl) u_ ADVANCE NOTIFICATION SIGN AT EACH END OF THE CONSTRUCTION AREA 72 HOURS (MIN.) BEFORE INITIATION OF CONSTRUCTION CONDITIONAL ACCEPTANCE OF THE PUBLIC IMPROVEMENTS. ON OCTOBER 1ST OF EACH YEAR DURING THIS THREE (3) YEARS PERIOD, Q O WORK. THE DEVELOPER SHALL REPORT, IN WRITING, MAINTENANCE ACTIVITIES TO THE DIRECTOR OF PUBLIC WORKS. CITY CREWS SHOULD 7. THE ENDS OF STORM DRAIN SERVICE LATERAL OR PIPE STUBS SHALL BE MARKED WITH A ONE PIECE 2"X4" MARKER EXTENDING A MONITOR REMOVAL AND DISPOSAL OF SILT AND DEBRIS. PRIOR TO FINAL CITY ACCEPTANCE OF THE FACILITY, THE DEVELOPEREBRIS. CD OF 12" ABOVE THE GROUND WITH THE END PAINTED WHITE. ATTACH MAGNETIC TAPE ALONGSIDE THE 2X4 MARKER (SEE DETAIL I- 0 6. ACCESS TO EXISTING PROPERTIES SHALL BE MAINTAINED AT ALL TIMES, INCLUDING NORMAL DELIVERY SERVICE AND MAIL SERVICE PROVIDE A WRITTEN EVALUATION OF THE OPERATION AND MAINTENANCE NEEDS OF THE FACILITY AND CORRECT ANY DEFICIENCIES 290 ST) AND IF NOT, SHALL BE CAUSE FOR WORK STOPPAGE UNTIL EFFECTIVE ACCESS IS ESTABLISHED. IDENTIFIED IN THE EVALUATION. 7. TRAFFIC CONTROL DEVICES, FLAGPERSONS, ETC., SHALL BE IN PLACE PRIOR TO INITIATION OF CONSTRUCTION WORK AND SHALL BE 8. NOTIFY CITY OF TIGARD INSPECTOR 48 HOURS PRIOR TO PERFORMING ANY WORK. V EFFECTIVELY MAINTAINED. 9. SANITARY LATERALS SHALL BE TESTED IN ACCORDANCE WITH CHAPTER 8 (TECHNICAL SPECIFICATIONS FOR CONVEYANCE SYSTEMS) OF 8. PURSUANT TO TIGARD MUNICIPAL CODE SECTION 7.40.180, WORK IS BETWEEN THE HOURS OF 7:00 A.M. TO 7:00 P.M. DAILY UNLESS THE CLEAN WATER SERVICES "DESIGN AND CONSTRUCTION STANDARDS". OTHERWISE AUTHORIZED BY THE CITY MANAGER. GENERAL NOTES 10. THE ENDS OF SANITARY SERVICE LATERAL OR PIPE STUBS SHALL BE MARKED WITH A ONE PIECE 2"X4" MARKER EXTENDING A MINIMUM 9. HOURS OF WORK ON COLLECTOR AND ARTERIAL ROADS WILL BE LIMITED TO 9:00 A.M. TO 3:00 P.M. UNLESS AUTHORIZED BY THE OF 12" ABOVE THE GROUND WITH THE END PAINTED GREEN. ATTACH MAGNETIC TAPE ALONGSIDE THE 2X4 MARKER (SEE DETAIL CITY ENGINEER. NO WORK WILL BE PERMITTED ON COLLECTOR AND ARTERIAL ROADS BETWEEN 3:30 P.M. AND 9:00 A.M. UNLESS 1. ALL ROAD WORK TO COMPLY W/ CITY OF TIGARD DESIGN AND CONSTRUCTION STANDARDS. 290-ST). AUTHORIZED BY THE CITY ENGINEER. 2. THE LOCATION OF EXISTING UTILITIES SHOWN ON THE PLANS IS APPROXIMATE AND SHOWN FOR INFORMATION PURPOSES ONLY. THE 11. ONLY STANDARD RISERS WILL BE PERMITTED ON ALL STORM AND SANITARY MANHOLES IN PAVED AREAS. CO 10. TEMPORARY TRENCH PATCHING ON ARTERIALS AND COLLECTORS SHALL BE PAVED WITH AT LEAST 2" OF HOT MIX ASPHALT. CONTRACTOR SHALL HAVE ALL UTILITIES LOCATED PRIOR TO COMMENCING CONSTRUCTION AND SHALL COORDINATE WITH THE SURVEYOR l THE LOCATION, ADJUSTMENT OR REPLACEMENT OF ANY UTILITY OR RELATED STRUCTURE AS MAY BE NECESSARY. ADDITIONAL 11. MINIMUM TRAVEL LANE WIDTH SHALL BE TWELVE (12) FEET; PEDESTRIAN TRAVEL SHALL ALSO BE PROVIDED FOR. UNDERGROUND UTILITIES MAY EXIST. (CWS LINE LOC. 503-681-7044). Z W Q 12. THE CITY RESERVES THE RIGHT TO ADD TO OR MODIFY TRAFFIC CONTROL REQUIREMENTS AS MAY BE NECESSARY TO EFFECTIVELY 3. CONTRACTOR MUST SUBMIT A TRAFFIC CONTROL PLAN TO THE CITY OF TIGARD FOR REVIEW AND APPROVAL BEFORE CONSTRUCTION CAN W I' CONTROL TRAFFIC AND TO ASSURE PUBLIC SAFETY. START. As_ BuT 2 O Z 13. BEFORE INITIATING ANY CONSTRUCTION ACTIVITY, THE PERMIT HOLDER SHALL CONTACT THE CITY'S PRIVATE DEVELOPMENT 4. THE CONTRACTOR AND/OR SUB-CONTRACTOR SHALL HAVE A MINIMUM OF ONE (1) SET OF APPROVED CONSTRUCTION PLANS ON THE / � Z W INSPECTOR, (503-639-4171) TO ESTABLISH A PLACE, TIME, AND DATE FOR A PRE-CONSTRUCTION MEETING. JOB SITE AT ALL TIMES DURING THE CONSTRUCTION PHASE AND ALSO MAINTAIN AT LEAST ONE (1) SET FOR AS BUILT DEVELOPMENT. 14. THE PERMIT HOLDER OR HIS CONTRACTOR SHALL NOTIFY THE CITY'S INSPECTOR AT 639-4171 TWENTY-FOUR (24) HOURS PRIOR TO 5. ALL MATERIAL SUPPLIER(S) SHALL SUBMIT TO THE ENGINEER PROOF OF MATERIALS TESTED IN ACCORDANCE WITH THE SPECIFICATIONS 12/18/2023 w COMMENCING WORK, TWENTY-FOUR (24) HOURS PRIOR TO ANY STAGED INSPECTION AND AFTER COMPLETING WORK COVERED BY THE PRIOR TO DELIVERY OF MATERIAL TO THE SITE. ANY MATERIAL NOT CERTIFIED BY THE SUPPLIER SHALL BE REMOVED FROM THE SITE AT O Q PERMIT. NO ADDITIONAL COST TO THE OWNER. NOTE Ce Ce 0 15. A COPY OF THE PERMIT AND ALL ATTACHMENTS, AND A COPY OF THE APPROVED CONSTRUCTION PLAN AND ALL AMENDMENTS SHALL 6. THE ENGINEER HAS NOT BEEN RETAINED OR COMPENSATED TO PROVIDE DESIGN AND CONSTRUCTION REVIEW SERVICES RELATING TO THE AS-BUILT DRAWINGS INFORMATION IS BASED ON CONTRACTOR, EL BE AVAILABLE AT THE WORK AREA. ALL WORK SHALL CONFORM TO THE PERMIT TERMS, CONDITIONS AND PROVISIONS AND TO THE CONTRACTORS SAFETY PRECAUTIONS OR TO MEANS, METHODS, TECHNIQUES, SEQUENCES, OR PROCEDURES REQUIRED FOR THE FIELD SURVEY, AND FIELD INSPECTOR GATHERED DATA. ALL 2 z CITY APPROVED PERMIT PLANS, AND APPROVED PLAN AMENDMENTS AND TO THE CITY'S STANDARDS AND SPECIFICATIONS AND TO CONTRACTOR TO PERFORM HIS/HER WORK. INFORMATION HEREON SHALL BE FIELD VERIFIED PRIOR TO USE Z Z Z THESE GENERAL CONDITIONS. CHANGES TO ANY OF THE AFORESAID MUST BE APPROVED BY THE CITY, IN ADVANCE OF WORK IN DESIGN AND/OR CONSTRUCTION. L PERFORMANCE. 7. CONTRACTOR SHALL REMOVE AND DISPOSE OF TREES, STUMPS, BRUSH, ROOTS, TOPSOIL AND OTHER MATERIAL IN THE ROADWAY AND IN W ALL STRUCTURAL FILL AREAS INCLUDING BUILDING ENVELOPES. MATERIAL SHALL BE DISPOSED OF IN SUCH A MANNER AS TO MEET 16. MAINTENANCE OF THE WORK AREA AND APPROACH ROADS IS THE RESPONSIBILITY OF THE PERMIT HOLDER. THE WORK AREA AND LOCAL REGULATIONS. APPROACH ROADS SHALL BE MAINTAINED IN A CLEAN CONDITION, FREE FROM OBSTRUCTIONS AND HAZARDS. A COPY OF THE PERMIT HOLDERS CERTIFICATE OF INSURANCE SHALL BE AVAILABLE AT THE WORK AREA. 8. ALL CONSTRUCTION VEHICLE PARKING SHALL BE PROVIDED ONSITE. NO CONSTRUCTION VEHICLES OR EQUIPMENT WILL BE PERMITTED TO LEGEND CO PARK ON THE ADJOINING RESIDENTIAL PUBLIC STREETS. CONSTRUCTION VEHICLES INCLUDE THE VEHICLES OF ANY CONTRACTOR OR 17. THE SPREADING OF MUD OR DEBRIS OR STORAGE OF MATERIALS OR EQUIPMENT OF ANY KIND UPON ANY PUBLIC ROADWAY IS SUBCONTRACTOR INVOLVED IN THE CONSTRUCTION OF SITE IMPROVEMENTS OR BUILDINGS PROPOSED BY THIS APPLICATION, AND SHALL STRICTLY PROHIBITED AND VIOLATION SHALL BE CAUSE FOR IMMEDIATE CANCELLATION OF THE PERMIT. THE CITY MAY AT ANY TIME INCLUDE THE VEHICLES OF ALL SUPPLIES AND EMPLOYEES ASSOCIATED WITH THE PROJECT. EXISTING PROPOSED ORDER IMMEDIATE CLEAN UP AND STOPPAGE OF WORK TO ACCOMPLISH CLEAN UP. 18. EFFECTIVE EROSION CONTROL IS REQUIRED. EROSION CONTROL DEVICES MUST BE INSTALLED AND MAINTAINED MEETING THE CLEAN WATER SERVICES AND D.E.Q. REQUIREMENTS. THE CITY MAY AT ANY TIME ORDER CORRECTIVE ACTION AND STOPPAGE OF WORK TO X X FENCE PROPOSED STORM DRAIN MANHOLE z Lu ACCOMPLISH EFFECTIVE EROSION CONTROL. - - - -99- - - - MINOR CONTOUR 100 MAJOR CONTOUR - mI® PROPOSED STORM DRAIN CATCH BASIN o 19. PROPERTY DISTURBED BY CONSTRUCTION ACTIVITY SHALL BE SEEDED WITH A STANDARD GRASS MIX; SHRUBS, FLOWERS, BARKDUST, m EXISTING MATERIAL.SIGNS, PAVEMENT MARKINGS, MAILBOXES, ETC. SHALL BE REESTABLISHED, REINSTALLED OR REPLACED, WITH LIKE KIND AND DEMOLITION NOTES PROJECT BOUNDARY/LIMITS PROPOSED SANITARY LATERALUl CD - - RIGHT-OF-WAY `i' 20. EFFECTIVE DRAINAGE CONTROL IS REQUIRED. DRAINAGE SHALL BE CONTROLLED WITHIN THE WORK SITE AND SHALL BE SO ROUTED 1. CONTRACTOR MUST OBTAIN DEMOLITION PERMIT FROM CITY OF TIGARD BUILDING DEPARTMENT PRIOR TO STARTING DEMOLITION WORK. ADJACENT/ADJOINING LOT LINE PROPOSED WATER LINE .----, = o 00 THAT ADJACENT PRIVATE PROPERTY, PUBLIC PROPERTY AND THE RECEIVING SYSTEM IS NOT ADVERSELY IMPACTED. THE CITY MAY ROADWAY CENTERLINE 199 PROPOSED 1' CONTOUR LINE 0_ '' o m C_1o 0 o_ 1- -- AT ANY T - IME ORDER CORRECTIVE ACTION AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE DRAINAGE CONTROL. 2. REMOVAL OF EXISTING INTERIOR FENCES, SERVICE LINES (AERIAL & UNDERGROUND POLES, MISCELLANEOUS ITEMS NOT SHOWN AMD THE (/) v " i? I� CLEANUP OF DEBRIS IN THE CONSTRUCTION AREAS ARE ALL TO BE INCLUDED IN THE REMOVAL BID ITEM. - - EASEMENT LINE 200 PROPOSED 5' CONTOUR LINE zo o 1 w 21. OREGON LAW REQUIRES FOLLOWING THE RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. SAID RULES ARE SET FORTH IN OAR 952-001-0010 THRU 952-001-0080. COPIES OF SAID RULES MAY BE OBTAINED FROM THE CENTER BY CALLING PROPOSED CURB (t) w w oo J z 3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE AND COORDINATE THE REMOVAL OF EXISTING UTILITIES OR PROPER o_ o- a o ss ss SANITARY SEWER LINE _ 503-246-1987. IF YOU HAVE ANY QUESTIONS ABOUT THE RULES CONTACT THE CENTER. NOTE: DAMAGE TO UTILITIES SHALL BE DISPOSAL AND/OR FILLING ACCORDING TO DEQ/WASH. CO. SANITARIAN, IF THEY ARE TO REMAIN (SEPTIC TANKS, LINES, ECT.). IT SHALL `' o w N ~ �� PROPOSED FDC CONNECTION w O gi , c.' CORRECTED AT THE PERMIT HOLDERS EXPENSE. ALSO BE THE RESPONSIBILITY OF THE CONTRACTOR TO CONTACT THE STATE OF OREGON WATER MASTER 503-681-7018 TO APPROVE SD SD STORM DRAIN LINE CC Li . w .. R THE FILLING OF ANY SEPTIC TANKS & REMOVAL OF ANY EXISTING WATER WELL. G G GAS LINEPROPOSED FIRE HYDRANT w v~i 22. CONTRACTOR MUST VERIFY ALL EXISTING UTILITIES FOR BOTH VERTICAL ELEVATION AND HORIZONTAL LOCATION PRIOR TO START OF cn N z N WORK (POTHOLE BEFORE DIGGING IF NECESSARY). SHOULD CONFLICTS ARISE AND REDESIGN OR RELOCATION OF FACILITIES BE W W WATER LINE --i U U Lo_ U PROPOSED POST INDICATOR VALVE �' - w 1- NECESSARY, NECESSARY, IT SHALL BE DONE AT THE PERMIT HOLDERS EXPENSE. CHANGES MUST BE APPROVED BY THE CITY IN ADVANCE OF CV CV CV • O E E ELECTRIC LINE I I PROPOSED IRRIGATION AND DOMESTIC BACKFLOW o 0 o N N Z WORK PERFORMANCE. CONTRACTOR SHALL COORDINATE THE WORK WITH AFFECTED UTILITY AGENCIES. CV CV N O O WATER NOTES Q �� N N 23.. A TEMPORARY HARD SURFACE PATCH (COLD MIX AC OR HOT MIX BASE PAVING) SHALL BE PLACED ON TRENCHES WITHIN ROADWAYS LE PROPOSED DOUBLE CHECK VAULT oN° N °N° neo ( LIGHT POLE AT THE END OF EACH DAYS WORK. NO TRENCH, ON SITE OR OFF-SITE, SHALL BE LEFT AT ANY TIME IN AN UNSAFE CONDITION. -4- 'r' r- rn In THE PERMIT HOLDER IS RESPONSIBLE FOR AND IS LIABLE FOR HAZARDS OR DAMAGE RESULTING FROM THE PROSECUTION OF THE 1. ALL WATER IMPROVEMENTS SHALL CONFORM TO TUALATIN VALLEY WATER DISTRICT DESIGN & CONSTRUCTION STANDARDS, DATED d o N r7 T WORK. SEPTEMBER 2020. ° ° ° FENCE z FIRE HYDRANT 6 24. WORK PROVIDED FOR UNDER THE PERMIT SHALL INCLUDE REPAIR OF EXISTING FACILITIES (ROADS, DITCHES, ETC.) AS MAY BE 2. ALL WATER PIPES SHALL HAVE A MINIMUM COVER OF 36". 'Y0 NECESSARY, IN THE CITY INSPECTORS OPINION, TO OVERCOME DETERIORATION OR DAMAGE WHICH OCCURRED IN CONJUNCTION WITH 0 WM WATER METER/SERVICE © CLEAN OUT z a THE WORK AUTHORIZED BY THE PERMIT. CORRECTIVE WORK SHALL BE DONE AT THE PERMIT HOLDERS' EXPENSE. 3. ALL FIRE WATER PIPE LINES SHALL BE FULLY RESTRAINED. o 25. ONE AS-BUILT MYLAR DRAWING AND PDF SHOWING ALL NEW PUBLIC IMPROVEMENTS, INCLUDING ANY REVISION MADE TO THE 4. CONFIRM FIRE HYDRANT TYPE, NOZZLE SIZES, AND THREAD CONFIGURATIONS WITH LOCAL MUNICIPALITY HAVING JURISDICTION PRIOR TO WV • BEEHIVE STORM OUTLET 0 c z PREVIOUSLY APPROVED CONSTRUCTION PLANS AND, ALSO, ANY IMPROVEMENT WHICH MAY IMPACT AN EXISTING PUBLIC SYSTEM OR CONSTRUCTION. X WATER VALVE o FACILITY, SHALL BE PROVIDED TO THE CITY BY A REGISTERED CIVIL ENGINEER ALONG WITH AN ENGINEERS CERTIFICATION OF0 w I INSTALLATION COMPLIANCE (FORM ATTACHED). IN ADDITION THE APPLICANTS AS-BUILT DRAWINGS SHALL BE TIED TO THE GPS vSTORM OUTFALL CURB CUT AND STORM OUTFALL 7- ? o 0 NETWORK. THE APPLICANTS ENGINEER SHALL PROVIDE THE CITY WITH AN ELECTRONIC FILE WITH POINTS FOR EACH STRUCTURE j 1 N N E ,I (MANHOLES, CATCH BASINS, WATER VALVES, HYDRANTS AND OTHER WATER SYSTEM STRUCTURES) IN THE DEVELOPMENT, AND THEIR TREE REMOVAL O STORM DRAIN MANHOLE X c.- o 8 n DOWN SPOUT CONNECTION RESPECTIVE X AND Y STATE PLANE COORDINATES, REFERENCED TO NAD 83 (91). INCLUDE ACROBAT (***.PDF) FILE AND ONE 11X17 of a w o, a /, COPY OF AS-BUILTS. • , Et 5 NOTWITHSTANDING ANY OTHER PROVISION OF THIS TITLE, ANY PARTY FOUND TO BE IN VIOLATION OF THE TREE REMOVAL CHAPTER (INCLUDING 0 0 6- 0i.-,,-- ,-,-, 0 m CATCH BASIN / AREA DRAIN z o Z o o 1 26. A SEWER SYSTEM AIR-TEST AND VIDEO TEST REPORT AND ONE SET OF BLUELINE "ASBUILTS" (OF EITHER OR BOTH THE STORM AND BUT NOT LIMITED TO REMOVAL OR DAMAGE TO TREES NOT APPROVED FOR REMOVAL) SHALL BE SUBJECT TOA CIVIL PENATLY OF UP TO $500 Fe L 0 v SANITARY SEWER SYSTEMS) MAY BE REQUIRED BY THE CITY FOR REVIEW AND APPROVAL PRIOR TO CONNECTION OF ANY BUILDINGS PURSUANT TO CHAPTER 1.16 OF THE TIGARD MUNICIPAL CODE AND SHALL BE REQUIRED TO REMEDY ANY DAMAGE CAUSED BY THE VIOLATION. w CO H w Q 3 j TO THE SEWER SYSTEM. SUCH REMEDIATION SHALL INCLUDE, BUT NOT BE LIMITED TO, THE FOLLOWING: O z Q w H � 3 3 SANITARY SEWER MANHOLE - Q 3 27. THE PERMIT HOLDERS ENGINEER/INSPECTOR SHALL SUBMIT DAILY INSPECTION REPORTS, ON A WEEKLY BASIS, TO THE CITY'S A. REPLACEMENT OF UNLAWFULLY REMOVED OR DAMAGED TREES IN ACCORDANCE WITH SECTION w z u) m j 18.790.060 (D) OF THE TIGARD DEVELOPMENT CODE; AND © CLEAN OUT 1 INSPECTOR. (SEE DEVELOPER ENGINEER AGREEMENT NOTE # 5.) ce 28. THE CITY'S INSPECTORS MAY, AT HIS DISCRETION, REQUIRE PROVISION OF TESTS AND OR REPORTS FROM THE PERMIT HOLDER, B. PAYMENT OF AN ADDITIONAL CIVIL PENALTY REPRESENTING THE ESTIMATED VALUE OF ANY UNLAWFULLY PERMIT HOLDERS ENGINEER OR CONTRACTOR TO VALIDATE CLAIMS OF MATERIAL OR CONSTRUCTION ADEQUACY/COMPLIANCE. SUCH REMOVED OR DAMAGED TREE, AS DETERMINED USING THE MOST CURRENT INTERNATIONAL SOCIETY OF JB JUNCTION BOX 1- TESTS/REPORTS SHALL BE PROVIDED AT THE PERMIT HOLDERS' EXPENSE. ARBORICULTURE'S GUIDE FOR PLANT APPRAISAL. E -o ❑ ELECTRIC PEDESTAL o, 29. THE PERMIT HOLDER SHALL PROVIDE A COPY OF A PROPERLY EXECUTED RELEASE AND WAIVER DOCUMENT TO THE CITY FOR EACH ONLY THOSE TREES AUTHORIZED FOR REMOVAL BY THE CITY'S CASEFILE NO. SUB2016-00011, AND ANY TREES THAT ARE EXEMPT MAY BE OWNERSHIP DISTURBED BY CONSTRUCTION ACTIVITY, AS EVIDENCE OF DISTURBANCE RESOLUTION AND OWNER SATISFACTION. REMOVED BY THE APPLICANT. IF IN THE PROCESS OF CONSTRUCTING IMPROVEMENTS, IT IS FOUND THAT REMOVAL OF A TREE DESIGNATED FOR PRESERVATION MUST OCCUR, THE APPLICANT WILL BE SUBJECT TO MITIGATION FOR 100% OF THE CALIPER INCHES OF THAT TREE. ANY TREES SV WATER QUALITY STORM VAULT o ED PROF 30. EXISTING MONUMENTS, PROPERTY CORNERS, AND SURVEY MARKERS SHALL BE PROTECTED. REPLACEMENT SHALL BE AT THE PERMIT DAMAGED OR REMOVED WITHOUT PRIOR CITY AUTHORIZATION WILL CONSTITUTE A VIOLATION. TP COMMUNICATIONS PEDESTAL <0\ Nc�NEE FSS o HOLDERS' EXPENSE. ❑ �\ E R �O� 84283 r- rn 31. THE ENGINEER SHALL NOTIFY THE WASHINGTON COUNTY SURVEYOR WHEN THE INITIAL AND FINAL LIFT OF ASPHALT HAS BEEN T COMMUNICATIONS VAULT j PLACED. OREGON d 32. THE PERMIT HOLDER SHALL PROVIDE TO THE CITY INSPECTOR, IN WRITING, THE NAMES AND 24 HOUR EMERGENCY TELEPHONE O GAS PEDESTAL ��y 2010 �c� 13 RESPONSIBLE TWO CASEEOFONS WHO HAVE ANY EMERGENCY.UTHRTY TOTOEIPERMITRHOLDER SHALLENOTIFYKTHEOCITY INSPECTOR,NINNWRITING, OFANYY/ALL AD, IN GENEAL, WILLBE Oy HOLo ASSIGNMENT CHANGES. DECIDOUS TREE EXPIRES: 6/30/2023 coN •I REMOVE TREE SHEET "' CV O G1 . 1 " SIGN POST OF 0 7 0 18 0 E ® DEMOLITION NOTES 1 (0 1. SAWCUT EXISTING ASPHALT PAVEMENT. TAX MAP 1S134AA ��m�.— 2. DEMOLISH AND REMOVE EXISTING ASPHALT > TAX LOT 2400 �� PAVEMENT SECTION. EXCAVATE TO ADEQUATE 0 a C7 w ---��/ SUBGRADE TO PROVIDE FOR A COMPLETE NEW w � PAVEMENT SECTION AS DETAILED IN THE CIVIL V LLQ ct c, _ � \ \ DRAWINGS. REMOVE ALL ASPHALT WITHIN CO 0 X101 _ _ _ _ - \_ \ DEMOLITION LIMITS AND DISPOSE OF OFFSITE. N O O o _ _— � � - - ,, / / ., w --��w �� __ __7_-____L-___-____:__--_-:--- -- _ - % � __ / — '\I� `_=_L-__ - - - - \ \ 3. DEMOLISH AND REMOVE EXISTING CONCRETE J w ��10111111111.1111111111111 , — - ; - - .4_ �- --I- _ - - - �- I SIDEWALK SECTION. EXCAVATE TO ADEQUATE O � - - ''=- i J_� - - - SUBGRADE TO PROVIDE FOR A COMPLETE NEW IA a J Q Q - - �� \v T - bov — - - PAVEMENT SECTION AS DETAILED IN THE CIVIL V - - -t" - )7I / v/ > vI v / \ / v / / / �v v � ? / \ V I I I Q (� \ \ \ DRAWINGS. REMOVE ALL ASPHALT WITHIN — -17676 y , (-0/ I // / IG V I / V \ 1 / \ / / /� ! /' / I / \I � \ / I I \ \ TRASH DUMPSTER LOCAnON\ / ( i - DEMOLITION LIMITS AND DISPOSE OF OFFSITE. a 315 ,,! 1 _ � l / , 2 i \ V / \I \ /� / / �CI- U) LI- T�� 1�6 A 4. EXCAVATE TO ADEQUATE SUBGRADE FOR THE �, I �l -- _ i A VIIIA V` \ / / Q 0 IIIb �� 5 /; /� 1 - �, , \ I CONSTRUCTION OF THE NEW BUILDING 0 \ I I1IIIII r �� _ / I I tl G� - FOUNDATION. O Iv 1 1 1111 I 5. DEMOLISH AND REMOVE CURB. 0 ~ \ I / I I 1I II \\\ ) i Z i "ice r�� / / 1IIo 1a � p® - - �� I / / v m 6. REMOVE WHEEL STOP. EX/ST/NG DRAINAGE DITCH > A\ I �� l j // l // / / / / II * 1II I� / // a I 7. DEMOLISH AND REMOVE ACCESSIBLE PARKING SIGN 1047I / p® / / '� I / AND BOLLARD. I I � I / I 11 I I 8. DEMOLISH AND REMOVE EXISTING LIGHT. l II I I III '1'\ t/1/ �/ I / NEW ACCESS DOOR \ I I I I ml k r - I I / — , 1 I I I 9. REMOVE EXISTING TREE. CO I I vL % � 0 k; I IiI � 111A: 1 �I /' ,:1 l;//' / /J /// = NEW OVERHEAD DOOR I I /� 10. REMOVE EXISTING SPEED BUMP. I / / � i I I , � Z Q / I - I -/ 11. SAWCUT EXISTING PAVEMENT FOR INSTALLATION / (� �x I - -176 // ,��/ // // / 0 ' OF NEW STORM PIPE. 1111 ' 1 )11111 / // / 2 0- I / IIill/-1:11I1(1\1:- II I III I'I I c / / ' / � 00 � I I \ 12. TRENCH EXCAVATION - DEMOLISH AND REMOVE 1 I I { I �/\11 r I I L // / I ,°) p® // // 4 ':� \�\ EXISTING ASPHALT PAVEMENT SECTION. TRENCH W Z / II x1 h TO ADEQUATE SUBGRADE TO PROVIDE FOR THE > I I I I 111 II 11 - - -777- - -' / / // / / // 1 I \ 1 I I INSTALLATION OF THE NEW STORM SYSTEM. O / II I `1111 / �0 / / 1 AIIII 0 1 , VAI III 1, _/ / /'� , re �1J, / / © J/ II1 \ II , / � � MO // I w- / A III NOTE: aiI ' 1 III , \ , s � ) ��,� SERVICE CENTER I IWSAVE AND PROTECT ALL UNDERGROUND UTILITIES AND 2 O f III 1 I II 11 ��s 1� _ y X18 /' �� (EXIST/NG BUILD/NG) -/ I OVER HEAD UTILITIES. lyl I / , � \III I lI I 111 GQ 44, 105 SF N II _I I I �� ' I I 1 / p®7 / 'i0® / A. • - W W TAX MAP 1 S126CC I I I I I 111 0 p® , M I / 0 TAX MAP 1 S126DD I TAX MAP 1 S126DD 11111 p® 7 / / DEMOLITION LEGEND CO TAX LOT 100 I I I I • .�._� / ,0 / /- TAX LOT 200 NEW OVERHEAD DOOR TAX LOT 1200 IIII I I I +''=' I Ti9 // r= _ �I / / j // C 4 1 li\ J I I 11 - I / - MJ © 1(, I REMOVE EXISTING TREE I X11 I I / ;c I p f l 1II'iI111111 p'® / O / 0111�1 w I III. / / �/ 11 �I 1 I I \ Q / I- — - /' / /III 1111 / 1111 8o / / ( ( I I � 1 \ / REMOVE EXISTING ASPHALT PAVEMENT, Q I III �< 1 � i I I CONCRETE SIDEWALK OR LANDSCAPING o / / III I IllI11 -- NM / ff si►) � \O - IIii �/ // II 11 111 I // I / ^�� 0 C \I\ I I 1 y\I Z o / II I 'ill III� - - - - -181- - / ®��' / / / / /— T- - � II 1 1I /\ z ~ g I OVERHEAD SERV/CE ENTRY z / I I I 1 / / ^�'^ EXISTING CLEANOUT SAVE AND PROTECT DOOR (VEH/GEES ONLY) /1 / io I I M z EXISTING DRAINAGE DITCH I I / / / — I�I 111 111 III \ I�tpi® l ip.,, I I o � o � n �LLJ I'� II � 4) / __ �_..' k / IIIX11 I ill► - _= - c:, -182 f . low/ a . .,r- ETD a ® , \ 11111AS— BUILT C w w 3 = z II IOg'IIIslip >p1172/78/2023 I 11I, I c) c) U C)p IIfi/ NOTE11 �`�/ �� ".I ►+ ,• , `O' �`I �� / 1 I 1 �e AS-BUILT C-4 0 0 0 0 1I — IIII © � Ar /��l�l,/`R,'/1`";�I/,'il/� I� © / �� © ,© bi/ /, �/ / ll FIELDSURVEY, ANDSFIELDRINSPETOR GATHEED DATMATION IS BASED ON A. ALLOR, Q �° ,' O \\\ ;Ili I - 84 / / / I , 41 -� / / / 1 N N N n 001 C I `�� _ , _r �, �� r i , I © � I� INFORMATION HEREON SHALL BE FIELD VERIFIED PRIOR TO USE \\\\\ 0 III - � I I //� ©10� / �� I N� 4/� . � / � � � � �vA r`p` �' © ♦ , / 11IN DESIGN AND OR CONSTRUCTION.\ x 11111 /. �� © I / oo � Nr� � 3l I�.�- , ''`` P ,g II I I I z -oIII I �/ ,/ I © �� ► ,X I I _185 II, �I �� o o I:� , f V I I I / o 11 I I Il - �� •t _ _ - 1 111111 �� /Ad0V /`� , - � , / 11 117 0,,, . 1 I 11 I I II,L ©I - 41:0I IL1 zII 111111 . �li -- mow— , ' r - - - p IIIIII _ 1 1 I © / 0 - \ WIIII _�a6 I ' iAIN� �� _ I I o N �11�161111 �d ©�`il��% 4nr , - - , , I I v o11 1 p PI A p 10/./A /I # I�� "� w w III I �`��IIa�� I I / SAVE AND P OTECT - - I m Z I o 0 11 111 , _ �`� S� � �,I// ExisnNc cANOU� — - - i 11 A /� _ II , , _ A g1W © Eo 181 %/��Sd/If ��AVAJ, - > NN O - = III) VIII ' 45, , '� - ` I I may/ > uJ111 JIIIIII , p ©, © .�� 189 ' o _ I 1 PO // : aW M - ��I III I O l i / 1 i / o � m Z 0 z o . a I III 1�11�I I �_ - _ 1g0 / /� c � F / � - � � LU co _ v a) < ��11ill 1411 I�I // ©� p 0/_// W J � wQ 3 //III II — / / / 1911 � _ — _ - - \ / Z 't > H W 3 3 Ill i III / "04 ► �� /� � _ __ � 1 3 � w % 1111 �� / 1 / 41W � / I / �` � 1 ' / �, V O ` �' p SAVE AND PROTECT _? i >I\ 1 .�.��/,,�1 4 .J ., 93' r1 I ,�r`l�r 1 II I .. �, _ ��I i�J I /� / EXISTING UTILITY P�1 _ _ — i �� g�,� �� .�hl�.�4�� i 4t ,' �� ri.,- - o— OH OH —� — 4, F-— �- , /;. �/ OH G I . �' ��4 —19 , -o / it ff/ '`` . 0 ��ii� `�` OH ('.� • . I \ `"db pi s ` . �►� / ,-- \ / SAVE AND PROTECT W / �. _ �� =/ . - _ �- 241,' iii' ,: . •H s H l -- p — — / EXISTING/WATER VALVE RIGHT OF WAY- W ' / W -� W ,.r11�� I / �� W o —SS SS � � \ SS SS — \ — SAVE/AND PROTECT // / �/ , - - ��EDPROF FS o rnM COM COM r nA�` SS S EXISTING WATER METER =p — / / / / �� Nc�NefR s�� o — — — — _ —�COM \ JJ SS 0h�S — SS ( s - - SC SS 0 cc - ( S� 84283 'I - - - -=- -- — ce� SW CA ADE AVE \ \ =tl /� \ — — _ -- — _ _ — — — _ — — — _ — — — �Q�1\ COM CO COM Ce COM COM OREGON a _ M COM LN \�� - - - - =__= �_` - - - _ - - - _- - - \ ` — — — _ 201 g ok _ — - - - - — _ � \ % v/ / N — —=_— — — — = - — EXPIRES: 6/30/2023 I SHEET N 0 DEMOLITION PLAN C1 .2 OF N SCALE: 1" = 30' SCALE ci 30 0 15 30 718 — — .-. 1 INCH = 30 FEET E E E PARKING TABULATION A s 8 u 1 L T EXISTING PARKING SUMMARY � im=======imm=====================================7:7� mmi� __ �� - EXISTING PARKING SPACES 303 W Z o TAX MAP 1S134AA ---�� EXISTING ACCESSIBLE PAKING SPACES 8 > 72/78/2023 TAX LOT 2400 -�� PROPOSED PARKING SUMMARY 0 Q W w /1� STANDARD SPACES 243 C) W 2 NOTE -�� ACCESSIBLE SPACES 7 CO O C10 1� - \ CHARGING STATION SPACES 10 N Co 00 AS-BUILT DRAWINGS INFORMATION IS BASED ON CONTRACTOR, ��1� Q FIELD SURVEY, AND FIELD INSPECTOR GATHERED DATA. ALL - ��MI�==========MM�� /2 \ \ TEST DRIVE SPACE r INFORMATION HEREON SHALL BE FIELD VERIFIED PRIOR TO USE --� �� / \ WITH CHARGING STATIONS 4 J IN DESIGN AND/OR CONSTRUCTION. �� ..�� W - vow gir, _, - 20 X - ++1_1 1X-I i X t(i 1 TOTAL SPACES 264 W a Q Q / / \ \ 0 in /y/ V1 7 V / N / / � � /"It v\ /// / I I Q _GI Gi - ( OH v �� \ �` � \ / I TRASH DUMPSTER LOCAT/ON - X�_ X X� I- ,X. R 'v-=-X�� x�-x v LANDSCAPE AREA SUMMARY x \ _ Ln Q 3,j////,/,77 ^� - - _ _ a _ TOTAL SITE AREA 199,158 SF CO X " " " '+"J ® ^� z z - 0 EXISTING BUIDLING 44,105 SF O_ ~ Y EXISTING LANDSCAPE 28,216 SF EX/STING DRAINAGE DITCH �^ v ~ Q v� ////// / / /////// / / //////7// PROPOSED BUILDING 4,154 SF x 0 ^� PROPOSED LANDSCAPE 30,468 SF ® 179 0 A 11 ' ' 'IMMO � X I 0 NEW ACCESS DOOR I DISTURBED AREA SUMMARY G co Z 2 Z NEW OVERHEAD DOOR G TOTAL DISTURBED AREA 38,090 SF l' I I / 1 4°' Z I 0 C.5 I\ X 176 Q CL Q- 4. Niti- i ' Z .--., CD2 2 I I 6 X (f) 11 J SITE PLAN NOTES 0 a Ce x 1. CONSTRUCT STANDARD CURB. LU �' ® 1 . . �: I' �� SERVICE CENTER I/ 2. CONSTRUCT CONCRETE SIDEWALK.. I 178Ea) 0 ////(EXISTING BUILDING) 1 44 105 SF 3. CONSTRUCT ASPHALT PAVEMENT SECTION. Q z \ �° I 4. INSTALL ACCESSIBLE PARKING SPACE. W TAX MAP 1S126CC x TAX MAP 1 S126DD Q • TAX MAP 1S126DD � TAX LOT 200 NEW OVERHEAD DOOR J TAX LOT 1200 5. CONSTRUCT ACCESSIBLE ACCESS RAMP, WITH TAX LOT 100 � s ) Z HANDRAIL. SEE ARCHITECTURAL DRAWINGS FOR x 0- ADDITIONAL INFORMATION. I IZ C _ �� 0 6. CONSTRUCT ACCESSIBLE CURB RAMP. x ILu o / I 7. CONSTRUCT VEHICULAR ACCESS RAMP TO 7g0 D O 1 BUILDING ACCESS DOORS. Z I z 1 i I i o I ( ) 7\ \/\/:,1 8. REPAIR EXISTING CURB, MATCH EXISTING. LLI = c� �A � / I 9. MATCH EXISTING ASPHALT AT SAWCUT. z o 81 Y ^ /.,..4. OVERHEAD SERV/CE ENTRY I \ zo = m I x 0 DOOR (VEHICLES ONLY) to 10. INSTALL WHEEL STOP, TYP. o cn EXISTING DRAINAGE DITCH z �� T - ////// A. 1 6 _,,,_____ 11. INSTALL STEPS, HANDRAIL. z w Lu > Q • • - a 5 o = CC x INSTALL HANDRAIL ON TOP OF WALL ALONG 182 I v • • r 12.__________, HARDSCAPE SEE ARCHITECTURAL DRAWINGS FOR O _ 4 TEST DRIVE LLJ PARK/NG SPACES Z - '• 4 . ADDITIONAL INFORMATION. o Q a X WITH CHARGING p O ` ' - e See .=.1 0 I w a I STATIONS �, ■ • 1' , • , �' �,i,� m e e _ %� / 13. INSTALL CONCRETE CURB & GUTTER. v) 1 N ``' Z °' 183 I 1 - / 14. INSTALL LANDSCAPE GRADE WALL. N N N N M N X C e v 10 �� / *IP ��. 0 1��i� w 0 0 0 N N U 0 1 0 �- ~ \\\ O O 0 0 �� 15. INSTALL 4" WHITE PARKING STRIPE. a N ^ 00 M 184 0 O 0 ��(011. 1 1 4 16 4 4 tio 4 1 15 1 x / 16. CONSTRUCTION CONCRETE PAVEMENT. a o N X� O - 0z 3 185 0011A07/ / V 17. ANGLE "NO PARKING" STIPES. v o e e e e o / 9 ...... 18. NOWSTRUCT OVERHEADASPHALT DOOR,PAVEMENT FOR ACCESS TO 0 20 186 v • • ®�'� / I \ 19. INSTALL PGE TRANSFORMER AND BOLLARDS PER � c‘2 (-)c PGE PLANPL AND PROJECT NUMBER M3081895. III © / (NOT INCLUDED IN THIS PLAN SET). TRANSFORMER Q 11 © W of . . . . . e ® ® Ma, IS ABOVE GROUND AND TO BE PAINTED BLACK - O, N N 1 18 F 188 1g / t- _ / v Z o� rn . . BPI . 111 / I IWITH NON-REFLECTIVE PAINT. Q o a, ,r,I 190 `/ pi : _,< (.7 � /, .11::::::: • ' SALES CENTER OF y 20. INSTALL 6' HIGH CHAIN LINK FENCE PER ODOT 2 Yo o m o m 0 9 RESTRIPE PEDESTRIAN ACCESS 9 STANDARD DRAWING RD815. ° o V 1 30' l4S/ON CLEARAIIc .','. 30' 1l . 7777.7 ..„.4S/ON CLEARANCE e e 1 wpi 3 CO w Q 3 :• .. t. :.::::::.:.:::•:. 1 . 1g2 `I'� 21. INSTALL 1-LOOP BICYCLE RACK (1 PARKING Q H W 3 . : P �I : � 1 I I I I ISO SPACE). /I 30' I/lSION CLEARANCE , fi Z m j © ,�t. :* 1-. .•::::::::::::: , :® ' `�`�`�` ` ` ` ` ` ` ` +:�8- �� !ice 22. ELECTRIC GATE AND FENCE TO BE INSTALLED BYix 194 . ,, "TENANT." ELECTRIC GATE TO HAVE KNOX BOX Lip r •• FUTURE RIGHT OF`WAY: : . . . o -OH OH OH _ -*1 A r •'1 OVERRIDE SWITCH. �i OF-f' � �OH • • _ • •• • 195•'.•.' 'A O•ti �s 0�� -OH�OH km .H - p�j`...;;...;..L,;.1;,:, 0, ` . . . . . . . nN. . . . . •_••••. A _ ► _ sH rn 0 'O 0 -196 I awa .mil___ i AP 151 - CONSTRUCTION rh RIGHTWAY O ® PROI- EN NEW DRIVEWAY - O� - D TRANCE PER - <C-)s\ FSS C/TY OF T/GARD - -�O CONSTRUCTION 9 - ' 7 �Nc NEE-4, /� o • STD. DWG. 162 L - � - - _NEW DRI VEWA Y - 2 , SW CASCADE AVE ENTRANCE PER 84283 6, CITY OF TIGARD % STD. DWG. 143 OREGON d O _ 1 - ---- • � Y 13,21 4-) a --7---CA I okN EXPIRES: 6/30/2023 - SHEET N 0 C2. 1 SITE PLAN OF SCALE: 1" = 30' SCALEci 7a) 30 0 15 30 1 8 a a� - - (� -8 1 INCH = 30 FEET E E 0 ACCESSIBLE RAMPS WITHIN THE PUBLIC RIGHT OF (NOT ALL NOTES ARE USED) (0 ♦ WAY ARE TO BE INSPECTED AND CERTIFIED BY AN ♦ ODOT CERTIFIED INSPECTOR. 1. CONSTRUCT STANDARD CURB. 1. 1 Z o I \ 2. CONSTRUCT CONCRETE SIDEWALK.. a (' 16U LU 0 3. C.) CONSTRUCT ASPHALT PAVEMENT SECTION. 0 LU I / • � Oo O ♦ 4. INSTALL ACCESSIBLE PARKING SPACE. N O Q ' 0 / A S B U/L T 5. CONSTRUCT ACCESSIBLE ACCESS RAMP, WITH J (7) N V HANDRAIL. SEE ARCHITECTURAL DRAWINGS FOR r W W Y Y OW W Y Y Y Y 1 Y Y Y oW WW Y Y W W a, ADDITIONAL INFORMATION. W O Q Q WW 1, 4, 12/18/2023 Q y fn 6. CONSTRUCT ACCESSIBLE CURB RAMP. I— X/ W W W ` Q5 1 \ NOTE Zs 7. CONSTRUCT VEHICULAR ACCESS RAMP TO X Ci)O W W W W (Si 4, 4, 4, * 4, * W W W W 4, 4, 416 4, W W 4, 4, 4, 4, BUILDING ACCESS DOORS. ♦ AS—BUILT DRAWINGS INFORMATION IS BASED ON CONTRACTOR, Q 0 FIELD SURVEY, AND FIELD INSPECTOR GATHERED DATA. ALL ♦ INFORMATION HEREON SHALL BE FIELD VERIFIED PRIOR TO USE 8. REPAIR EXISTING CURB, MATCH EXISTING. 1 © 1 IN DESIGN AND/OR CONSTRUCTION. OO I- 9. MATCH EXISTING ASPHALT AT SAWCUT. V 0 ~ ♦ 10. INSTALL WHEEL STOP, TYP. 1 Iv 11. INSTALL STEPS AND HANDRAIL. 12. INSTALL HANDRAIL ON TOP OF WALL ALONG ol 4 TEST DRIVE PARKING SPACES ♦ HARDSCAPE. SEE ARCHITECTURAL DRAWINGS FOR WITH CHARGING STATIONS ♦ ADDITIONAL INFORMATION. (,) 9.0' • 13. INSTALL CONCRETE CURB & GUTTER. 4 4 4v i/ f...... � I— ® ♦ 14. INSTALL LANDSCAPE GRADE WALL. ZIX W W L1J 98:4 • 17 O ♦ 15. INSTALL 4" WHITE PARKING STRIPE. W/ ° W W W W W 16. . 4, 4, 4, \ . CONSTRUCTION CONCRETE PAVEMENT. W < Z d W W W W W ONIMVd ON d p o4. ° W y W W W W ♦ W W W 17. ANGLE "NO PARKING" STIPES. S. >— J LU 1 Co .1 ° Co O © CI ^O W W WWWWWW ♦ 18. CONSTRUCT ASPHALT PAVEMENT FOR ACCESS TO Oa O / ° / d dp N T 5O W W W W W WWe I • WWW ♦ NEW OVERHEAD DOOR. . INSTALL PGE TRANSFORMER AND BOLLARDS PER aLLco I— W 1 .ie d� J Q ° W y W W W W . 4. . , J© dE AA T ��T � T ° d ^ d 4 ° '' T �, d 18.A," 4" 4" 4" 4, 4" 4" 4" .1, ♦ PGE PLAN AND PROJECT NUMBER M3081895. A 4 (NOT INCLUDED IN THIS PLAN SET). TRANSFORMERgyp° dd p° d r °° d ad p ^ p ° dzia ° dp d W W WO 0 IS ABOVE GROUND AND TO BE PAINTED BLACK I W NON—REFLECTIVE .13.0 ° d Y Y Y v / d °d ° ° p d ° dd ° 2 p dpd° W W W W • W W WWW ® • ♦ 20. INSTALL 6' HIGH CHAIN LINK FENCE PER ODOT° d ° ° c ° ° ° ° A r\ p C dpn 4 dd vO ° pd°p 4 p 4 ° 4 4 p d p dd p d ' o W W W W W W W V 'Y W W WSTANDARD DRAWING RD815. Cl) ° N .±4,_ —, —p �° a ' ' ' v 21. INSTALL 1—LOOP BICYCLE RACK (1 PARKING 0 ' dd ° d 11 d p i dd °° A 0 ♦ SPACE) d p .v W W .i. ♦ d W W W W Ill C.D ® Q d n W W W W Z ° W W W W Q CC Y W W 10.0' 24.0' W 12.0'4' 10.2' 4A4 4 1. Y W W W W Y W W W W W Y p S. o O ZW 4, Y W W W * d W WW 2......, L pddZ Z .....0) � O cn —` M ZW W W W W W W W Y Y Y * W V, O . p j7 + 7L t � ~LL 0W 4 W W W (/� • _ 1-1 CO (/ vn ' ' 4, 4, 4, 4, ,....j 4. 29.0' 6.0 v ♦ oEW Y II. � I ° O v I C) 5 wCC CC 5 Y W W W W Y W I ° ° a 0 (./) � " ¢ o 4, 4, * 4, 4, 4, 4, k L.L._ \Y W W 4, W W .Y ui W W W 4, W Y Y I N- — ♦ = N NN 4 4 W W W W 4 Y * •, W W Y W I / p 4dd ° a \ `\V \ v-) 1- , . Ov) U U N N C'1 N N N N M NNUI W W W W W W W ' W W 4, 4, W W W /I dl d 'a 0 0 0 NN CV CV CV O O W W W W 1 W W / 4 1 Q OO M co 0W W W W 4, W 4, W •W W 4, W W * W • r ..r..... YY YY 'WW W ° `Y W W W Y � _ Y •Y WY °Y W W -W �W W Y •Y \•Y W W W •Y YY ,\y W � —•Y �Y Y Y W WW W •Y •Y Y Y W W W •YY Y Y \ �� QI d O N 1 4 z vWWWW 511. r v Y Y v � apaa d d d ° Ja 4Y 4Y .Y 4Y W W W W W p d ` Y Y4W •Y 4. d p°I, / _ dW 4, W W W W W W W * W W W W ° 4 d ° d d 4 °d ^ O W W * 4, WO / 4, MIMI �i /JO ° d ° W W W Ww w w 4, rW� I 6.4l ° a ° ° p d 4 WW W Wd p Oi W W W 4, 4 Cil —9.O 0 (n Y Y• 1 1 4 p � Y �W W W YWW�W Y WZW TW 4, sY W W W W . W W W W sY �Y W �Y rn 33I L W W W W W W 4, 4, W * * 4, W IWW '' WW w w W W 4 4, WW YWW 4, W WWW Y •Y W 4 W * * W .v • .4' .4' .v .v YW 30' VISION ©I CLEARANCE 0 d W W 30' VISIOV , W W W y y Y W W W W Y W W W W y W .Y W Y WW . .Y W W WcLEARAICEWWW W W W W W W W W W W * W Y W * W W W W * * �� j. W W W W W W W W W W W Y Y W W URE RIGHT OFY WAW W W w W W W W W W w W W W W W � Y W W W W W d 4, Y 4, W W W W W W W 4 'in W W W W 4, W • W W W W W W W W W W W W W W W ( W W W W W W W ' 4, W W W W * * W Y Y 1,\. 4' * 4' 4 Y Y Y * * * Y Y Y * W 4' * Y Y Y W * 4 `N Y Y Y * 4 * W W Y W • 4 W W W W W W � W W W W W W W W W W W W W W W W W W W W W W WW W W W W W W ° ° W W W W W W W W .v W W W W •Y .Y W W W W W W W W W V, W W W .Y Y W W W MEM W Y W • W W 4 W W W W W W W W W W W W W 4Wdee W W W W W W • • • W W W W W 0 Y W W 1 r . Yy W QO 7 - 7 ZW W ii, O(,) N.. NNUOO fCS) N p K Qn O O LL) . dW ,ta MA)1140UEt O -1OM �,) O m ` r� 4, 4, W W W W W W W W W W W W W W W W W W W W W W Y��: W W W W W W W W W W W Y W W W W W 4 W Y Y W W O z O o O Lo Lo E v ICO H _ --.111111411111k - / s dp V •., `Y_ ` W W W W 4 4 4 W W W W W , W W W W W 4 W W W W • • • W W W W W ` W 4Y W W W W W W 4Y W W 4 W W W W W W W W W W J W x x UH 11' —nuaz d ° d z ~ W3` Alt W Y W Y W W W W W W W W W W * W 4, 4, 4, 4, 4, 4, 4, 4, W W 4, 4, 4, 4, 4, W •000000 OH HOH! OH— PI Z0' dOd dd O — W W W W WW W W Y W * * * W W * * * W W W lp ° 4 oH OH ® Y v w w w W W W Y Y Y W W W W Y Y Y J' 6 p ° Ld d ° ° O ` O°oo°o• ` QH�OH�OH--OH------OH ---... .... 4-4... , * W W W W WV I 4. Vd ° OH W W WY4.cL� OOH OH OH rOH ix OH N CONSTRUCTION O' N INPAN o Cr) NEW DRIVEWAY ENTRANCE INSTALL DRIVEWAY -0 PER CITY OF TIGARD o STD. DWG 162 <C-ED PROFFss RIGHT OF WAY \�j , G I"EeR 7O� o in — I — _ � 84283 � Lc) a OREGON d W H FO co N — — — EXPIRES: 6/30/2023 O SHEET C2•2 7 N 0 SCALE OF a ci 30 0 15 30 7 SITE PLAN — SALES CENTER 718 SCALE: 1" = 10' 1 INCH = 30 FEET 8 E LI / / / / /1. I 0 V 00 QWOo0 WT T T T i • 1 SERVICE CENTER (EXISTING BUILDING) 0W c♦ ~ / I a ° p 4 d e ° d 4 4 44, 105 SF d _ 0NQo ♦ / d 4 4 ° v ° p ° ° d° d ° d 4 ° ° ° FF=189.04 ° ° v d ° d ° x- E 4 4 ♦ ad ° 4 ° p 4 / /• y ° ° d4 44°° °a° d ° ° ° d d v 4 QYV, 'lk ink U Q W <14 44 LU Li \ /1 4 S J Q/ C\j ° d 4° ° 4 4 4 ° 4 ° ° v ° 4d 4 ° 4 4° d °dd °° 4d° ° °v a ° d a ep 4 dv °4 a ° d • 4 4 4 ° d N CD N e d ° 4 ° d v ° ° ° © d d ° 4 ° N 0 I-♦ 4° 4 d° d ° 4 d 4 4 v ° d a p ° ed d 4 4 4 d ° p ° (N CQ♦ / p 44 °p d 4 °d 4 A 4 4 ° p d dpd d de 4d 4 ° O 8 4 4 °d 4 ° e if/ 4° ° ° ° Ad ° ° ° 4 4 d 4 ° d ° 4' 4 ° d 8 4 4 ° X Ci) LI- © 4 ° 41 4 Al dv d p a ° ° e ° 44 4 a 4 a4 d Q / O/ ° 4 d ° ° 4 4 v d ° 44 4 a d ° ° vd d ° v e © CD 1a I- 4p ° 4 ° d p a d 4° 4 ° 4p 4 ° ° e ° d d ° 0 • 4 .1 ♦ W W W W - I I I I I I I I WW I I / d ` 4 I ° 4 4 Is 1 /dp 44 (�I °° dv d 0 WW : 4' 4' _ \ I O W W W 4 W W W W W WWW • W W W 0 � 1110 W W W 1 WW W 0 d '*el : 1.4 e ° nv ° pa 1 . d0 //' ° d °I4I a I W 4 ° W W W 1 W W W W • W W W WW 27.9' V W W CI ♦ W W W •4, O W W A 4 .4 W W W W `IZS O ° d v ° 4 4 ♦ O d W WOW W W OW W d 0 O W 13.4' W W •_ ✓O, ° d 4 ° d 0 e d 4, II Hi'4'1 d e ° ° 6 4 v6.0, 411) ° W W 7 0', C 44 ♦ " 4, 4, W } ® Ia 4/ 4 4 4�\ _ ® � Wu) ♦ O [... A 4 4 4 4 4 4 4 4 9.0' CeW W �, ♦ Z W QW ♦ In 0 O a w ♦ OC W s� / a V ASBU/LT > sy ♦ 0 - oc 12/18/2023 ��`♦ 0 v W w ,- - Cf) N OTE 0 / �� r 9.4' 4 6 V) AS-BUILT DRAWINGS INFORMATION IS BASED ON CONTRACTOR, •�• ♦ / 6 FIELD SURVEY, AND FIELD INSPECTOR GATHERED DATA. ALL 6 INFORMATION HEREON SHALL BE FIELD VERIFIED PRIOR TO USE IN DESIGN AND/OR CONSTRUCTION. �� // �� w ♦ z \ / O = a M CC I- o ♦ z cn Z I- m 1 Z g / w o cn 0 I- U M z -' O up U U z L�.I v) SITE PLAN - SERVICE CENTER o o w . uj uj SCALE: 1" = 10' a_f = o SITE PLAN NOTES ® w o W Q = E (NOT ALL NOTES ARE USED) ARCHITECTURAL DRAWINGS FOR nN Z �' ADDITIONAL INFORMATION. N r) 1. CONSTRUCT STANDARD CURB. CV N N N CV N M N 13. INSTALL CONCRETE CURB & CV CV CV o 0 0 0 0 0 2. CONSTRUCT CONCRETE SIDEWALK. GUTTER. . M o N N N I� 00 N- nL rn La 3. CONSTRUCT ASPHALT PAVEMENT 14. INSTALL LANDSCAPE GRADEJ SECTION. WALL. = o `" "' a' 0 4. INSTALL ACCESSIBLE PARKING 15. INSTALL 4" WHITE PARKING a SPACE. STRIPE. z 0 cn 5. CONSTRUCT ACCESSIBLE ACCESS 16. CONSTRUCTION CONCRETE c N. RAMP, ~ RAMP, WITH HANDRAIL. SEE PAVEMENT. ' , 8 cNi ARCHITECTURAL DRAWINGS FOR 0 - 1 ADDITIONAL INFORMATION. 17. ANGLE "NO PARKING" STIPES. W D © , cc,), 0 6. CONSTRUCT ACCESSIBLE CURB 18. CONSTRUCT ASPHALT PAVEMENT ,, Q o 8 r RAMP. FOR ACCESS TO NEW OVERHEAD r...1 a W M DOOR. Y• p 7. CONSTRUCT VEHICULAR ACCESS zo 0 © V RAMP TO BUILDING ACCESS 19. INSTALL PGE TRANSFORMER AND W 03 H X °' i DOORS. BOLLARDS PER PGE PLAN AND z < > I- 3 3 PROJECT NUMBER M3081895. [III3 8. REPAIR EXISTING CURB, MATCH (NOT INCLUDED IN PLAN SET). W m EXISTING. j ix 20. ELECTRIC GATE AND FENCE TO1 9. MATCH EXISTING ASPHALT AT BE INSTALLED BY "TENANT." , g. SAWCUT. ELECTRIC GATE TO HAVE KNOX -0 10. INSTALL WHEEL STOP, TYP. BOX OVERRIDE SWITCH. o, 11. INSTALL STEPS AND HANDRAIL. 21. INSTALL 6' HIGH CHAIN LINK 5 FENCE PER ODOT STANDARD ��D PROFFS o 12. INSTALL HANDRAIL ON TOP OF DRAWING RD815. ��c�� _NciNEE,Q s/o: o I WALL ALONG HARDSCAPE. SEE <v 84283 in 22. INSTALL 1-LOOP BICYCLE RACK n (1 PARKING SPACE) i OREGON (1 '/ Y 13,201 4.) E ok EXPIRES: 6/30/2023 I SHEET N :',C2.3 SCALE OF ' 30 0 15 30 __ 18 ig 1 INCH = 30 FEET o E GENERAL NOTES ® GRADING NOTES1 1. THIS GRADING PERMIT IS NOT TO BE CONSTRUED AS FINAL o APPROVAL OF SITE GRADING, EMBANKMENT OR STRUCTURAL FILL 1. MATCH EXISTING ASPHALT AT SAWCUT. W Z WORK; IT MERELY PROVIDES FOR INITIATION OF WORK AND IS = =======�=�NEMEM==============MIME====== Em�1•� _ ODDICITY SET. � SlJBJECT APPROVAL OF THE ENTIRE TAX MAP 1S134AA - o�� 2. ZERO CURB EXPOSURE. CONSTRUCTION-DEVELOPMENT TAX LOT 2400 �W �� V < W 18' PVC STORM DRAIN PIPE .--�� 3. BLOCK WALL. U W Et 2 2. SPREADING OF MUD OR DEBRIS UPON ANY PUBLIC ROAD IS L=10', S=2.0% PROHIBITED. CITY ORDER STOPPAGE OF WORK TO 8" PVC STORM � N C < 0 EFFECT CORRECTIVE ACTION, AT ANY TIME. DRAIN PIPE -- -_-_--- - v v O \L=20; S=1.09 --��m��===========�� .111 - - �- i 3. EFFECTIVE EROSION CONTROL, DUST CONTROL, AND DRAINAGE �� 12" PVC STORM DRAIN PIPE - ____ - - - _ _ _ _ EROSION CONTROL BM PS -8" PVC STORM - _ - - �� - 1'1. �_ - J CONTROL IS REQUIRED AT ALL TIMES. THE CITY MAY ORDER LPIPE =57; S=0.50% -��' - •�-s'or- -I - - - - - STOPPAGE OF WORK TO EFFECT CORRECTIVE ACTION, AT ANY ►� - = _ - _ _ _ = c - - I- g. _; 'i - - Q Q TIME. / - - - �� - \� N. \ ,/` s- _' '"a` - - FOR EROSION CONTROL MEASURES W a J - SDCB#2 / / \/ l i /- 'V V \ \ N / / l \\ 1 \\ �� I 1 I � '41.--` 1 1 V \ �/ /7 / SEE SHEETS ECO1 TO ECO4 Q 4. EMBANKMENTS OR STRUCTURAL FILLS FOR ROADWAY - - ��_ �� I /, -7\ 1 I 1 A V / ` - �_ I �`�1 1 \ v \ / / v/ CONSTRUCTION OR FILLS TO BE CONSTRUCTED ON BUILDABLE _ -16" D.l. STORM DRA/N P/PE 4;0 s -a � / J \ I \ / I \ / 1 , / XH � LL L=88' S=0.33% �. LOTS SHALL BE CONSTRUCTED FROM EXCAVATED MATERIALS rr �� m �X X�=- n h \ \ \ / Fre- - _ - - - I�`ACCEPTABLE TO THE SOILS ENGINEER AND SHALL BE BROUGHT III ��) �� -- I I III Q Ln Q TO GRADE IN LIFTS NOT TO EXCEED 8" LOOSE MEASURE. EACH \ I �� ii SDCB#8 / I I COLIFT SHALL BE COMPACTED TO 90 PERCENT OF MAXIMUM IIIID 1 / / / ��\`\ I a �/ ® STORM DRAINAGE NOTES ~ o- --� _r _ - /1 IO H1 •=•- _ - ._ _ _ _ �- _ 12 PVC STORM DRAIN PIPE c� DENSITY AS OBTAINED BY AASTHO T-180 COMPACTION TEST. - IIII- ; .9 I '•'W .•• • u T SDCB#7 / L=18; S=0.5% I I I ° 0 I I / 1. INSTALL RIPRAP OUT WITH CONCRETE HEADWALL . (� I III 1 / I / / kiI I k= 1 -�'I IIII / IE=170.50 5. STRUCTURAL FILLS SHALL COMPLY WITH APPENDIX CHAPTER 33 I III I --� / / 6 / / /�/// / / / ///////// / OF THE UNIFORM BUILDING CODE. CONSTRUCTION ON EXISTING I �1 / / / / / / / / / ///� / SLOPES GREATER THAN 5: 1 SHALL BE ACHIEVED BY BENCHING I �11 I8" D.I. STORM \ I / / 6" PVC STORM DRAIN PIPE a I 2. STORMFILTER VAULT INTO THE EXISTING BANK A MINIMUM OF TEN FEET. IF THE I T‘141 DRA/N P/PE O l / L=32; 5=10.09 0\ I /� 12-18 F/ETERS BENCH EXPOSES SAND SOIL AN UNDERDRAIN MUST BE I I II J L=15; 5=2.09 �j / E, � I EXISTING ELECTRIC METER v l IIIIII \ / 1 15" IE IN=173.00 _ I PROVIDED. THE UNDERDRAIN, IF REQUIRED, WILL BE I III 'CB#1 16" D.I. STORM 76 �'"L - / _I / // \ I \I I I 18" lE OUT=170.70 Z CONSTRUCTED BY INSTALLING NONWOVEN FILTER FABRIC, I I DRAIN PIPE / T - 13� I / Z < EQUIVALENT TO EXXON GTF 12500, ALONG THE BOTTOM OF THE I I II SDCB'#6 �� / I 3. STORMWATER FLOW CONTROL MANHOL L=35; S=0.33%, / / / C I I / I I_ R/M=180.38 Q STARTING BENCH, THEN PLACING A SIX INCH LAYER OF 11/2" - I I ll I / / z___/ I I I 3/4" DRAIN ROCK, AND FINALLY COVERING THE DRAIN ROCK We, 111 UNNAMED / / I / O / Q I / I / / / 8 /E /N=175.08 W a WITH THE NONWOVEN FILTER FABRIC. SUCCESSIVE BENCHES \ ' rr /1 1 DRAINAGE - -z / ^' i T I I 15" lE /N=174.47 Z -�-� I I TOP OF SLOPE WILL BE CONSTRUCTED WITH VERTICAL FILL BETWEEN TWO TO L� I pI f_ _Way / ^ / // / / // / 11 1 i I - - ' 15" lE OUT=173.75 W JFIVE FEET AND BE COMPACTED IN LAYERS NOT TO EXCEED 8 11 I �,y, I ) I / / / I I ` \ < O INCHES. EACH 8-INCH LAYER SHALL BE COMPACTED TO A I 15" PVC STORM DRAIN PIPEI / ,I1 / I I I \ 4. INSTALL MC-3500 ADS STORMTECH CHAMBERS MINIMUM OF 90 PERCENT AASHTO T-180 DENSITY. THE FILL III I % II V I ' 1 L=104, S=0.33% /^ / - ,' i // I \ \\\ \\ 3 ROWS OF 13 CHAMBERS EACH W Z SLOPES SHALL NOT EXCEED 2: 1 AT FINISH GRADE. NO ROCK �X J�I I I I / / �� s" PVC STORM SERVICE CENTER I w� . \�1 99' LONG X 22.75' WIDE OR SIMILAR MATERIAL EXCEEDING A 12-INCH DIAMETER SHALL / i i IIII IIIIII �II - - - - - _/ i / DRAIN PIPE / EXISTING BUILD/NG 1 I I 4:11111 I I I 1E=174.50 Q Z II h / / L=37; S=12.89 / BE ALLOWED IN THE STRUCTURAL FILL. I I I I 13,_1.3% / � / / I y / ` 44, 105 SF , I I IIIIII 11 0 O yy6. THE GEOTECHNICAL ENGINEER FOR STRUCTURAL FILL SHALL BE I1I SDCB#3 / 15" PVC STORM V I :-:---:-: I I I II 5. INSTALL WATER QUALITY MANHOLE (SNOUT) PER Ce I II �' I I / DA/N P/PE / 1 -' ` ` ' ' �}I{1 CLEANWATER SERVICES DWG. N0. 250 AND 260. 0 U NOTIFIED 24 HOURS IN ADVANCE, BY THE CONTRACTOR, OF I III ( I I iI I J / I� AN L=15; S=0.339 //� TAX MAP 1S126DD .� ' II ��' • I i I I I I RIM-184.68 ., STARTING BENCHWORK TO DETERMINE THE NEED FOR AN II ` J 1 _ \ IN(E)=179.10 I / �, _ 2 0 Z III 1 I II s'PVC STORM - ji'i i� SDCB#5 / - 1 I 10 IE IN(NE)=179.10 DRAIN PIPE / // 24" IE OUT(W)=175.67 Z O 7. THE CITY SHALL BE PROVIDED WITH A COPY OF THE \111 I II y I I - _ , _ "1-' � 1 z 1 1 W I �I I I L=31, s=2.09 I r o I I GEOTECHNICAL ENGINEER'S REPORT/RECOMMENDATION H -� I II 5 ©1 / J7/ o IISI 12" IE OUT(S)=176.76 Cn CHANGES. I I I I I -8' PVC STORM / / I 12" IE OUT(N)=176.76 0 ;G, I I I I I 111 1 r DRAIN PIPE O � 9 / / 41-7'.1,617.\ TAX MAP 1 S126DD 1111 L-65, s-1.o9 I �I / / /-4/1 cr 77 TAX LOT 1200 6. INSTALL CG-2 CATCH BASIN AND RISER PER QO 8. IF SPRINGS OR GROUND WATER ARE ENCOUNTERED DURING IIII I I I I I I _ _ / Z ' HI i OLDCASTLE DETAIL. Ce W CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE SOILS AND I I I I '. J / C� I CIVIL ENGINEERS OF THE CONDITIONS FOUND AND COORDINATE J I I I li I� 8 0 ✓I!!!!� 0 / M 1 1 1I RIM=176.42 0 W HIS ACTIVITIES IN A MANNER THAT WILL ALLOW THE ENGINEERS I I IIII I 1 1 �/ Jr / / _ ��I�I IE IN/OUT=173.29 TIME TO REVIEW THE SITUATION AND PREPARE A PLAN TO I I JI IIII SDCB#4 8" PVC STORM TEE INTO INSPECTION PORT III I I ( PROPERLY MITIGATE THE WATER ENCOUNTERED. III 11I� I I I DRAIN PIPE IE = 179.25 o I 1 111 I 7. INSTALL CG-2 CATCH BASIN AND RISER PER / I iIIIIIr - L=30, S=2.7% / DI:// I I I I OLDCASTLE DETAIL. z9. THE CONTRACTOR SHALL HAVE THE SOILS ENGINEER TAKE - / // / I 1 t,\ II I ,52.4% / ( _ _ I It i , c!l< RIM=177.11 COMPACTION TESTS. A MINIMUM OF THREE TESTS WILL BE / / III I I ,�cb- Wi �4 f� / D ' -, I I r I , IE IN/OUT-173.41 REQUIRED FOR EACH 2 FEET OF FILL. / / I I IIII I I AMED DRAINAGE / - ) / - 7/ \ I I I I v \\ v) c, / / 1 8. INSTALL CG-2 CATCH BASIN AND RISER PER N o I� WAY - ' � / SD B 9 / I I 1 I� w (" 10. EXCAVATOR MUST COMPLY WITH ORS 757.541 THROUGH 757.571 / 11\11 I I I III INSTALL STORM DRAIN -/ /- T - (" I ( OLDCASTLE DETAIL. z z m 1 (UTILITY PRE-NOTIFICATION, ETC.). / I II I I I MANIFOLD AND CONNECT 0 , 8 PVC STORM DRAIN PIPE / I /� / I I RIM=179.72 0 w o `/ I I I I TO STORM CHAMBERS, / L - -----117-11 I I IE IN/OUT=175.90 o IL=31; S=1.0% 1- ^ m c.) Z I " I I I SEE SHEET 5.5AlI l / / I I I I I I (/7 v op z w N EROSION AND SEDIMENT CONTROL II _ I ' ' \ \ o II Ii ill -, - 1S2 I O / �; ,� i I i I I 9. INSTALL 48" MANHOLE PER CWS DWG N0. 010 z > o �' BMP IMPLEMENTATION : \J\,\, II 1�� I . . o • , j• �' �\ ! I RIM 181.06 = t = o I II I III / I I © �� '� Q` l ,:© 47.4% I 24 IE IN(E)-174.52 > o w cn fibrk °'• . • - 77I 12" IE IN(N) 175.52 o > > a , 1. ALL BASE ESC MEASURES (INLET PROTECTION PERIMETER I I I I/ p .. ; \ 1 I ' ' o ,•' e e e e e •e / e . • • m - - - III 12 IE IN(S)=175.52 w c� SEDIMENT CONTROL, GRAVEL CONSTRUCTION ENTRANCES, ETC.) I SII III , 10" PVC STORM DRAIN PIPE 1 I I I Cf, c� ( Zr) MUST BE IN PLACE, FUNCTIONAL, AND APPROVED IN AN INITIAL I k I I - -INSTALL SDCO .1 . ,, IL L=59; S=7.19 \ • *1 . .. - 0 / III 1 1 15 IE OUT(W)=174.52 0 Li o �; l =180.47 L - Ct l• de, • \ I fi c� INSPECTION, PRIOR TO COMMENCEMENT OF CONSTRUCTION u III116 E i 1$ ^7 �� 1E=1 3 J \ ! ', • / / 11 It1 / w ACTIVITIES. I I I _ 1 �Z © P �., �, / �• N N 1\ H CV CV CV O O O ,c• -Thi `O� JSDCB#10 �� v / I I I / / �� Q oo rn oo '' 8" PVC STORM • \ I CV CV c i r` oo 1 \ IIII DRAIN PIPE / - L - 2. ALL "SEDIMENT BARRIERS (TO BE INSTALLED AFTER GRADING)" \\ I ill; L=4- -0, S=20% 185 5 - ,86 _ - �r'1 ' 188 / -/ `J // IIS I1 / CATCH BASIN DATA • �, SHALL BE INSTALLED IMMEDIATELY FOLLOWING ESTABLISHMENT 4I i i, / co \ _1g-7- r� / IIII I3 \ Jo"' 2 8" PVC STORM `�� - - - - - - �� / i / o - cV r7 OF FINISHED GRADE AS SHOWN ON THESE PLANS. I INSTALL SDCO Ir ,A--i / _ _ ` III I I SDCB #1 SDCB #7 X \ II III IE=1 26 .� DRAIN PIPE 1 - - 18% / III I TG = 174.24 TG = 178.63 \I Ws!A / / s , , 6" PVC STORM DRA/N P/PE 18$ � /� � I Q 3. LONG TERM SLOPE STABILIZATION MEASURES "INCLUDING 1 \�,�IIII� ' �dL44; s3.1% - , I�, _L=48, s=1.5% - _18g - - - -� / II1I1/ IE OUT = 173.30 IE OUT = 173.580,MATTING" SHALL BE IN PLACE OVER ALL EXPOSED SOILS BY \ I 65I0� M. I : '"� : ' , , ' I z lo OCTOBER 1. IIII III II I / o o e o - .� . . i 1 I III SDCB #2 SDCB #8 w 2 11 I II _ _1\�6 ®®� - - 18� . •!•.•. I 1B$ - -18 I- - I�1 I TG = 174.14 TG = 178.85 0 c 1 I 4. THE STORM WATER FACILITY SHALL BE CONSTRUCTED AND � vi II� II II! . - I� �"�'��.� . , ��`�•'` }. '. _ - _ - I 11 IE OUT = 173.28 IE OUT = 173.67 �' • o I I I I 8„ PVC STORM ,v - - If/ _ _- - �r (2 - I LANDSCAPED PRIOR TO THE STORM WATER SYSTEM FUNCTIONING II J --:-..T - � CONNECT TO ROOF DRAIN - \ 50.OgI � z w SDCB #3 SDCB #9 `° 8 I DRA/N P/PE CONNECT TO -1910 o 0 AND SITE PAVING. II - - - - - I�1 11 L=77; S=2.89 I ROOF DRAIN i - 1E=184.0 i " - - 11 � TG = 178.50 TG = 183.33 W I illiliblii:-i:-:':- :-:'::: I 1E=183.0 J ivi i / - > Z m N o M5. INLET PROTECTION SHALL BE IN-PLACE IMMEDIATELY FOLLOWING IIIII I - -187 - A _ -1 ✓ _ 19A- / I ey I ��' IE OUT = 176.50 IE OUT = 179.56 Q °PAVING ACTIVITIES. 11 1"/II �� ' �" I ,. - X 1 1 / pi ; a W M - '-- -,' 1 65.7% ..:.•.•. SALES CENTER - - o� , - - _ - - - - - - -0____ / 1 / SDCB #4 SDCB #10 o o m o III 17:4::::::::::: r - ' !' �.� - - ,l92 ` l TG = 179.28 TG = 185.49 z ° Z - o m IIII : CONNECT TO - O - ' - - //:/ IE OUT = 176.40 IE OUT = 183.49 °C m ° v V a1 ROOF DRA/N - - 1 ' ' J W ~ L1�1 I1 11�'� • • . � $a SDIE-185.0, � = O � - - - - � � x �IIII L : L� ,� '�O 193- - - - - - Z Q WH 0' I •1 �' •.' ' • • � I 1E=186.0 3I . . . L 189 -- r 'A1 - - - - - #5 - #1 - mI • g4 SDCB SDAD 1- I I " " 1 � _ / - TG 181.82 TG 188.00 W 1 / � / Ilia.,. .•. . . . . . . , . - , . � - o = = I\ I • INSTALL SDCO - �_�� _ - j 1 _ - 19�' �•� 19--- 1 ti� 11 IE OUT178.82 IE OUT184.50 l IE=183.4 `, 189 SDAD 12 AS- BUILT v _ - . . ... . . . . . : - _ _ = oINP r I / ''' 1 gag- I SDAD#11 89, # I�.�� i� �� -- - - o ��'�� ••.�\ SDCB #6 SDAD #12 0 ,�� 190` �-.s PVC STORM DRAIN PIPE �' �' ` -=-' ' ' ' ` ` :�- -: - �1 g i � 1 s ter. •t•, , ••,�H. OH S=2.0% '. - - - - - \ :�;• \ TG 17861 TG 18800 � ,- - _ - - - _ ,,,�,,,,, � ` . � -r,►; H ' •� "- : • • ;r'•' -:� -:--:•:-�'- - -J:-:�-:- - : - - • - •:•'. . . . � \ °� � IE OUT - 176.61 IE OUT - 185.50 a 12/18/2023 - - - - - J H DoH :AFI' �u - M - OH � �' 1.1% `m172 1% \.SOH , o NOTE `P° s�1g 0- V , , - ____,.......- ----11 - �_ - PROF cp AS-BUILT DRAWINGS INFORMATION IS BASED ON CONTRACTOR, I �\ \\ \\ \ - ��1�� - - ,�g6 ,�g�' 1 9a- / - ��`� ENG I"Ef,4 s/O� FIELD SURVEY, AND FIELD INSPECTOR GATHERED DATA. ALL - - - �. \ 0 \ - - -� < w 84283 0 INFORMATION HEREON SHALL BE FIELD VERIFIED PRIOR TO USE - - - - _ \ SW CASCADE AVE \ \ N \ IN DESIGN AND/OR CONSTRUCTION. \\ - - - - - \, i 1 - 1 1 �/ \\�-- ==_ - - - - - - - - O= - - - - - _ - - - - _ \ \ \ \ \ OREGON SD SD c-- --- - - - - - -_-" - -1 /� / EXPIRES: 6/30/2023 1 - - - - - - SHEET N - , - o GRADING, DRAINAGE AND EROSION CONTROL PLAN 41110 C3. 1 " --.} OF SCALE: 1" = 30' SCALEci 72 30 0 15 30 18 -a (� a� .8- 1 INCH = 30 FEET E-8 W WW - // / / ' o -- AC=19 .60(E) TFC=194. 6 / / // / AC=193.9: E) O 0 // / // oO CR, TFC=194.44 I` / ZTFC=194.25 / /C-AC--193, 6AC=193.75 Oz I II I I ill I � / W-� w/I II I I / / ` ' // // U 1 / -I / • 194 TFC,1194.27• /f_7 .-,_ I II ' ♦I /'ism / / i 4/ x- ,.,i-N 195 JeXI I I I I ♦ - W r2 Lij-II7182 ' / ♦ 1Ir WJ WW_ - I _ _ _I11 / WWWWW • �� \v QV 1 ,` /1 W W / 0 /I I I I 1 1 I 1 / / \IT y / W W W W W W W W W W N♦ 1 c / XII I I I I III I I /1$� // ♦ W W W W W W W = WW W V4V- --4.-- -Y- ---4,-- W W W \ W/ 96 I \ "AOII I / , W W W W W W W W W W4,I I I / / J � H (0 W W W W I - \ N/ OI II III II J 7 . W W W W W W W W W W W - - W W W W W W W TC 9721 Np ~\X I 7 // / • ♦ ITFC=197.I II 1 / / . 1 I ITC=AC=197. E1 / I x I I III I I 1 I AC=183.09(E) AC49�( i -\./ / oHW W OH W _ . '- • � / TC= 6.62 I '- • u" 01 in 0 1 III ;II - - - - - - -183 1 1.1% 2.1%X I . + AC_ . TC= •�IIII I 1-*- W / lel_• TFC=19709 1 \ - ATFCC=119967..9488 T g8.08(E CO I I I W W - �y W _ `$�/ 4. 4.� AC=197.58( X II II1 1 1 I III �Ic -W_ _W 4, W -W W W W W 4, W //W W W _--4,-- _W _W 1W W I I 4, 4. 4. WWWW W WW WW WW W WWW / 4. 4. 4. /\j W' W W WW W W W W W V 7 1- 111 I i I I W W W ♦ _ O . =79 56E) / _ - AO=1979 0(E) Z Z _ ____ \-- MI II I _ _ ,TG=185.49 . 5� AC-19711(E) / W < MI I I ,,A. r / ISTING BUILDING--* 0 / I III I 1I1 I l i �, �/ ♦ , - r GRADING PLAN - NORTH DRIVEWAY W J 1- 0_ a Z XI II1 ► I I 1 I I I _ _ _ - - - ' / / / �g ♦ SCALE: 1" = 10' > 0W -1 I I I, $ " _ - - co I \ / _ 6 I 6 1 II I I I - - - 1 s 185 iri I i _ -1g6 - O ZV \ X I I I 1 ' / I / ♦y Ce W\ I I I 1 1 1 'I I // ♦Sa\ I ,\ I I I I I / � EQ J \ XI I 1 1 11 I1 JTC=AC=185.66 TC=AC=185.66 - - / TC=185.45 1S Q\ I I I 1 1 1 - - S ® GRADING NOTES1I I I ' - W 0 v - ) -----100)‘f- \\ III \\\ ,II III IIII II III I1 - / 1 ♦��, 1. MATCH EXISTING PAVEMENT OR SIDEWALK AT/ WWWWW SAWCUT. -185Z ° / /O - yWWWW/ r -' WWWWW WTC=1:• •0Ci--r‹ I dl r4iWWWW - N7,<<\%v>, 2. ZERO CURB EXPOSURE. I I II I / / ON1AVd ON d a ° I \ - I - - - I I I I 1 1 ° ♦ 3. INSTALL LANDSCAPE GRADE WALL.III I I II / s 4 _ZERO CURB -EXPSURE IAC=7 6.00 JWWWWW � /(ssO \U-Li I II I I �s 1 a' a ° d TC=186.00 ITFC=16.50 - c�b4. MATCH EXISTING CURB \ I I I I I I I I / / ' d ° TC_18E.Q3 _ _ / FG-.1c36 W W W W W W W W W Q I III I I I AC=186.000 '; d d ° I Q I IIIIII II I III TC_186.6Ig lx DYT rdd ddd W1 Wc .. W W W W- 4 4' TP-188,73 W W � Wyy��/ -188:8Q W I I W W W- 1 $ _ aWWWW W '03 ♦ Q I II I "' ° dW W W AC=187.6 lei h © 'T =186.11 0 ^ d a W W W Ci, flI / III - 1 I III //°/_ //O Ii .///d, /�� .. /O/•y3/7 / / / / //W/W W W / /�l�\ �/-1 / �////- /-- / I -°T i '. /b-d �- W II _ - I , W _� - 42' oI I I / 4 °d TC-1d86. 1 °� d TC-18 .73 el W W TC=18 .2 a TFC_188.qq6 w\\ I II 1 I I 1 1 I 1 / d eld - ' / n ° °/° d d ° l W W W W W W W O I I � 1 IIV I I - - .186 AC=186.12W W � W W W W1 10 d d d 4 a ,� - d d ° 1 W W W W ARV /LT m _ a ° - � = z I IIITFC=186.62 ° I ,d'° ia TC=18880 ° ° TC88. a M _a _ -- - W W W o o III7 / TC=18658 d I _ - - ° _ .80 d dd ° r I°I ° aTC=189.Q I 1 °. % AC=187.74 4 R�q� ,r C=188 \ W W W WLI)W W W 12/18/2023 U `� () w t-vN WLJ Sz 3 WW0 0 .oI 71 ° x W W W - - � d � dM-- _ d rJd W W - WO _1II 1 1I / / ° O / - 0_ (= Q= '-� OO 1 I I I I I I " / ddd _. • d W W W W /j NOTE > 'x oI III ! I FG=186.50 TFC=18701 TC=189.0 FF=189.0 - - TC=188.45 °° 7TC=188.27r /I W W I / ° / , \ - - - - aW W W W q,°3.---- \ 'y wAS-BUILT DRAWINGS INFORMATION IS BASED ON W ~4 , ,)I I I , / AC=186.0E) AC=186.51(E)0 ^ d ° d � d W W W 1a( i �) zFIELD SURVEY, AND FIELD INSPECTOR GATHERED DATA. ALL N- \ I I I 0.6% N --, � / TC=188.81 AC=188. � 1W W W/ W c„ - ,� 1 I I I I I , z \ / TFC=188.16 ` INFORMATION HEREON SHALL BE FIELD VERIFIED PRIOR TO USE c_.) C..) 1..1.- C' 0\`I\ 1 I 1 I I 4W W W W W WO 4 -- i ' _ 241.7% < IN DESIGN AND/OR CONSTRUCTION. N N NI 1 1 4 - / / \ ^ I WN N N N M NNO +; .fr ° - CVo 1 1 I I I I l W W W * W TFC=18776' 187 ° I WW WWW W ♦ ¢ M �� 0 r I WW I 1, ,,,...186.76(E) ° dd � TC=189.00 ` . AC_TFC1188.62 N N N r-- oo Ir1. 0, u,1 ) I I I * * W W W W Iv_ � WW ` O N M I II I I I W W W W W 7 W I1J I I I I I _ - ° • 4 _ 5. / / od /\ I I I i I I IW 1 : WWWWWWWW 4 - SALES CENER 'TC=189.00J - g° 1.1' la / I1. I • a WWWW 2 4 ° /IW WW W W W * / d 0 Z o1 I I I L4 \ ° 88 / ( O u1 1 I I I S WI WWWWWWWWWWW - - cl d - / ♦ ■ 8 NiI I I 1II IW W W W W W /I I I W W W W /WT�C=187.85E / / / / - cI •♦ zI I I IWI / % 1 I I 1 WWWWW 1.4% 3C=TFC=188.71TC=18900 .$. .A' / / O1 1 I 1 I I 4 W W W W /W * I / / d 4 / ` {V /)> w N � 0 10- I III I I 1 II WI W W 4, 4, W W .LL I ^ ^ d �� / , OI I I 1 I Y W W W W W IA01 / TC-188./6 . / AC=189.14 o / a w ill ' Lc) LS III co cs) LD --19A •7 1I 111 1 / I 1 1I I1W IW W W •� W W W C / = 89.00 � = TFC=189.64 N� / / 0 5 O O m 1 I WI W W W/ W W W .� �- -/ TC=188.85N 11.3 / - ' z I / I I IIIW W W W/ W W W W I I W W / WW W W . ° d / d 4 4 ii/ TAFCC=118899.2755 / - / E O "" E 0) Wm H Li X a) 11 I _ -_ _ W _ • / -�1:'0 W W W 1g W = 8 .80 ° ° d °d ° J W \ I / ' / YJ LU > U- = ` Q ° d ° 1 'VII I I 1IIIII /W , I dIW W WW WW /•V� W W W ,_6=i8,8 7O d d ° _rd d 4 WWWWW AC189 ipi Z m f/II1I /I IWIW yAC-18: III �V WT W/ 4'....'' .---** 0 el � 4 4 4 / ° ° W W W W W TFC-1 .81 •: 1- .7 _ i cl 1 1 I I / II 11IIWIWW/ WWWWWWWWWW TFC-188.78 TFC-7• O II 1d4% IWfC-189WWWWWWWWWWW W T1�8WW ..i dJ W l./- .7V W W -'■�� a____, r yW W W W g` mi., _T W . W © •Y Y Y I / II Y I W W W W W 4' 5 J7I % W W W W W W W W W W W W TC18� yWOW ,fr WW W / IOU OII IIW W W W W W AC-188.28(E) yl 4 W W W W W W W i WW WW WW WW W W .JW W W W W 4, 4, 4, W W WTC�18889.7699 W W Wawn ' . _ m......Ln W Il lI \ 1 1 IW W i W W + W W W IL° W W ^=V 1^8.76V�W W W W W W W W W W W� WWW WW TGW-Z8W8.DW W W W W W W W . ✓ W W W W / fig` / W is, 4. I I \ IIIIWWIW W W W W W W W WI 0 W W W W W W W W Q W W W W W W W W W W W W W W W W W AC190.15 , AC=192.02 - W I I I 1 11 I I W I W W W W W W / I / W WW W WW W189 WWWWWWWWWWWWWWWWWWWWW * WW µV9 -W WW *'---S•--. -7-Y W •YW0W `WWWWWWWW W W WWWW 5 . TFC=192.52 , . V'/� -0 51 \ / I� 4 W8W WW WW WWW / I 89 I TC.1910.47 W W W W W W W W W W W W W W W W W W W /W -litW 1gW W W W W W W W W W W Z PRo/ 3 / - 9/17 / W W + W W W W W W W W * W W W W W * W /W I - W W W W W W W W W W W W W W W W WW W *.- -W • W W W ��%E \ ANG I NEFR /�- � -it\ g. / „ \ / / / � - ° U • WTW-1 90 •-finW W W * * W �IwC84283 l� / W W / -W � WW W - � - -4 ��,�� ° In _ _ _ / � 4- oH d / - / �� , OHAu-188.88 � ° 0�° �. TC_190.37 _ W W/ W W W W W W W W W * W W W W W W W W W W W W W W W W W W W W W W W W/ W W W W W 0 Ooo �'✓ TFC=190.,.3 ° \ • 0Ai 70 OH OH W W W W /W W W W W W W 4. jGW W W W W W W I W W W W W W W OREGON /<Z OH OH / T- W W W W W W W W W W W W W W W/ W W W W W W W W W W W W W W `o,°' / / .4 Q d d el �' � ° AC-18B.97 2 d � W =W W W W WW W W W W W W W W I W W W W W W W /� �/ / 132O Nd/ - - - � � d ° d � �oTFC19093 \ OH OH off\ \ ® 4 n WW W W W 4, 4, Oy �\ ° AC=190.4 / / off-OH W. \--{FTFC=189.75 TFC=A :•. i� / OH OH O / N AC=189.25 TFC=189.78 - - AC=TFC/290.1 ©' / \ 1 OH OH I OH jVEXPIRES6/30/2023 - - - -AC=189.28 - - - - - = =:CTFC 190.29 0 7/ ' - - - - / SHEET 10 -- AC=189.34(E) AC=190.50(E) � / / / , - C3•2/ AC=189.76(E) SW CASCADE AVE / ' / / , / / // / OF ui / / / / ' 0 GRADING PLAN - SALES CENTER 30 - - �5 30 18 SCALE: 1" = 10' 1 INCH = 30 FEET o EL LI 8d _ // � / r :03.1_1 / / � Co � I / 1 I /co I Z1iT A .- � f A _186.j(E) / Q_187.54E� \ /4/ ° ( SERVCE CENTER I I / 0 oWO ♦ �/ / )11 / XIS4I4N05BUSILFDING) � � Q W♦ / , / ,/ 0W (1!~ / O 0 y/ / NOQOo1 I / / �\ 1$8.86dd dTC=187.53\ ' ° d a ° �C-1�38.7FF=1:9.04 \ ° TC=AC=189.a00 ° AC=189.00 �AC=189.00(E) ., E ♦ \ d d d ° 7-t=18.97 dTC189.00 Q ° a 0 w p ° a a / S d° d d MMI _/♦ OI / p \ p 4 4 dp ° d 4 p °� 4 4 NCO O\ - I I ° yd\ d p d O\ d 4 d 4 p d p \\ Q °d \ \° d d pNd°p d TC-1488.94d ° d ° d° Yd °p d d d ° d ° Rd \ d°° 4 $lg1�UTJ \ p dd 0d \\\ W m Clm 0 ♦ I ° ° p ° p 4 4 p d \ ° i d d a ° N !ml ' ° ° ` a 43 N d p 0 ° \4 4 d♦ / I 4 ° ° d a \ ° ° Mp ° ° d TCS 189.02 6 G=189402 4 $ ° ° ° d LL00 d dad 4 Q ° \ p \ dpm d° Qd 4 p 4 d d 4G=189.02 p TC- 9.02 Q ° d a p d p \ \ ° TC=188.75 Q ° d d �� 4 d7 ° OO 0TFC=189.25 d ° ° d 2a dTFC=1�89.25\ 4 d 4 d ° p `n d d p d ° d p d LIs ° C=186.9pQ d ° ° ° 4 °°T = $ . ° S= . .° 4 \\ \ CY) 4a d p 4 ad 4 4 d 0 WW / a ° ° W♦ I I I I I I I I 44 I I dI I I pA I / I d° I 14 I W 4. I W WI V \ 1 C \ W WWW \:3 2 W W W * W W W 4, \\ TC=188.75 TFC=X89.25 y • , d° 4 4 d d " 4 ° d d d ° �d � _ ° o ' 0 W W W W \ q 4. W , dt00 d d W W♦ W W v r 4 y ° ° apa �1d\ yv 4/ 44 d , ry y y W \ \ W ° 4 a O YY zo L\ W W d p d W W W W N a I\ 4, 4, 4, W \ \\ W WWW \ \ \ __ \ W 4 W d dp ° d ° d° d • 4 /1 k I W p ° :"4. W W I / ____(:= 4 W W /,, Ce\- TC=186.58 V TC=188.43 TC=188.43Z TFC=187.08 \ \ \ / Z W TFC=189.93 TFC=189.93 / W < I- r ,_ ' / J -9j� ♦ �, - - - 1 a �' / Z N \ '- �/� Ti _I I � � / 188 M �/ I // W i CD V i ♦ __ __ 1.0m- ' - vS � ' 1.0% QAC=188.90 E - W ITS / / ' � ( ) Q <<\\,, ___ __ ___ - Q > sy:" N _ _ - - - - - - \ oc ` 4 N - tri W Q W -\\ 9\_AC=187.52(E) _ _ - _ _ -1B8- - - _ 189.15(E) \--D ♦ --- / /18g� / ' �i T /fig ASBU/L l AC -1 7 84(E) C Lo • _ _ _ z 12/18/2023 ` _ - - - - - \ _ _ - - - \, _ _ NOTE _ - - - - - - - - - _ - - o • wN AS-BUILT DRAWINGS INFORMATION IS BASED ON CONTRACTOR, ♦ - - - �I zo w FIELD SURVEY. _ - - - a o AND FIELD INSPECTOR GATHERED DATA. ALL \ / z INFORMATION HEREON SHALL BE FIELD VERIFIED PRIOR TO USE "01 _ E a o 1- - IN DESIGN AND/OR CONSTRUCTION. Cn c� �- U Z I-.' "' GRADING PLAN - SERVICE CENTER c) in 5z W m Ljj L11 s s SCALE: 1" = 30' (.7) a c z o c' 1Y o> 2 12=1 = ® GRADING NOTES o W 1. MATCH EXISTING PAVEMENT OR SIDEWALK AT '-' `l `-' 1i `-' ri SAWCUT. NNNNM ;; h�h 2. ZERO CURB EXPOSURE. o Noo NrNoo \� \00 0 J �,,,,,,� .4- Lc, r-, rnul o, e5 o N M d C G Ft_ C o 0 e..5 WZ Q 1.1 • O 0 Ni � W U Z . W 0N- o N N O ro r„., n WZ � vOp00p � � � In J W 6 •y / • Y tY . O• OOMM '8 m E IY Q E y W m ~ J X > / W J - W Q 33 Z < > ~ LL 3 ILl � Q Z m W 4 I I T loU I- -0 L 0 Cn 1= 0PROFF - \�� ANG INEF,Q ��17 84283 rnI 0 OREGON fi 4) '/Y13,2S\ \J' E oy W. H PN(..11P_____} S\ 1 EXPIRES: 6/30/2023 CI SHEET N 0 C3.3 " SCALE OF a 30 0 15 30 _mom _ _ 18 1 INCH = 30 FEET o EL 0 0 1 4 (00 ==================M�=�M�=M��=��M�M�M��=�==�M��=�M======= =��=� - _ ® UTILITY NOTES W p TAX MAP 1 S134AA 0�00�� o TAX LOT 2400 _I. �� 1. INSTALL 6" DCDA WITH FDC PER TVWD STANDARD DETAIL 801. O Q /mow DEPTH CONTRACTOR PRIOR TO PROCURING EXISTING MATERIALS.SIZE, REPORT FINDINGS D TO TO W 0_ ��immimmoimimmiN_______77.1.7 ____ -- _ - \ ENGINEER. N p 0 0 _ , , \ \ - -�� _ - / <L \ 2. INSTALL 2" DCVA PER TVWD STANDARD DETAIL 605. CONTRACTOR Q CO V --� �X 1 1 *i' I - TO VERIFY EXISTING PIPE SIZE, PIPE TYPE AND DEPTH PRIOR TO J r Cl) ce a+�s 1 0 _ _ - - - + l.± /X I � X .AI PROCURING MATERIALS. REPORT FINDINGS TO TO ENGINEER. __ _ a < Q SD 0 ° _� � � - V/ `�\ _ ' - , � > -��V �I - ; _fir s - W o / I V \ i ` / 1 3. INSTALL FIRE HYDRANT PER TVWD STANDARD DETAIL 502. Q X �_ 1V I / I / I ,. ! v / / CONTRACTOR TO CONNECT TO EXISTING WATER UNE 12"X6" Q 4l 11 1 `1 / STAIRS9 TAPPING SADDLE AND 6 GATE VALVE (FLxMJ) PER TVWD s - \ HALL /1 STANDARD DETAIL 402 AND 302.. X - -�; _ / _ 4. INSTALL ROMAC RFCA RESTRAINED COUPLER. CONTRACTOR TOII1C OS) C)>' :X'- ,,, c - X X X ri,_ ®. 1k////// /r7 VERIFY THE EXISTING PIPE IS RESTRAINED. IF NO RESTRAINTS C I- x ';.== o __ _ a o o ' I EXISTING TRANSFORMER EXIST, INSTALL STRADDLE BLOCK PER TVWD STANDARD DETAIL fl)77 I 304. V /////// / / / / / //////////T////////!// // 5. INSTALL 6" MJ 45' BEND, TYP. x a I 6. INSTALL 24" MIN. LONG SPOOL. I ri ; 1 il STAIRS C : \ v ' V !E//, j)l'O'l 117\ I z_ /` � W i - fil \ 2 Q v1 I ,x W J �x /// TRANSFORMER ° ° 1 CL 4 EXISTING BUILDING O x I 44,105 SF I a C = _ ® SERVICE CENTER I ° I I a 0_ ! (EXISTING BUILDING) / G / / ll /// 44, 105 SF , W X g• 0 TAX MAP 1 S126DD I TAX MAP 1S126DD DEPARTMENT c� 5 TAX MAP 1S126CC I I - ' STAIRS J EXISTING STANDPIPE TAX LOT 200 I TAX LOT 1200 c vl7Nt roN X TAX LOT 100 I • �� ^ SHUTOFF VALVE WITH ° v x 'QO• TAMPER SWITCH AND FIRE S MU DEPARTMENT CONNECTION I � 6" DIP PIPE I T AWWA C151 CLASS 52 _ � _ u _ Ill I _-- o - MIMI STAIRS 1 % 1 \ I o x I --- E1t.r /\ -----L 6" DIP PIPE Ir �` AWWA C151 CLASS 52 ul CD --- I / - /\ 3 z z o m 1 TWO 2 INCH CONDUITS WITH 0 I N / I o w z o x SWEEPS COORDINATE WITH SSCO _ _ - - 0 o .• , .. 4. , A I BUILDING CONTRACTOR FOR T RIM=187.90 © v cin i 7110 -: _ O POINT OF CONNECTIONS �I „, / TI z o w w CD o . . , r• '. ,• r ` OH OH OH�OH W o 3 U i ' I C , m I- ,,,,e„ • . L- - I - � �;jw� � II o e �W w Z EX/ST/NG 6" 1 . FIRE LINE W W- N N N U I J �d - OlAti $4.4 C.4_ w O O O O 124 LF 4" PVC FIRE WATER PIPE EXISTING DOMESTIC LINE � N N (AWWA C900 FULLY RESTRAINED) CONNECT TO EXISTING FIRE AND DOMESTIC WATER �� 'CZ)... M-Illt\\ o N N 09 1� 00 J WITH STAINLESS STEEL TAPPING SLEEVE AND in ts 01 x 121 LF 2" PVC DOMESTIC WATER TAPPING VALVE. EXISTING PIPE SIZE AND TYPE a d� PIPE (ASTM D1785 SCH 80) NOT KNOWN. CONTRACTOR TO POTHOLE AND z o `v '`' X INSTALL FOUR 1 INCH CONDUIT L_ VERIFY DEPTH, SIZE AND PIPE MATERIAL PRIOR WITH SWEEPS COORDINATE WITH' ��. MAKING CONNECTION. BUILDING CONTRACTOR FOR POINT; _,_ WATER VAULT (DCDA) PLAN OF CONNECTIONS STUB CONDUIT', I I ^ C _ SCALE: 1" = 10' Z .= UP FOR EACH CHARGING STATION - - 0t7 *. 1 0 - II 1:- - INSTALL SSCO / IWATER NOTES F�1 • CONNECT TO BU/LD/NG = I` •I 0 / w1E-185.4 . ' I SSCO \ �, ? m o F/RE WATER SALES CENTER RIM-188.20 / / INSTALLATION OF THE 6 DCDA AND ASSOCIATED PIPING REQUIRES A goIE=(184.2 w cn F I CONNECT TO BUILDING SYSTEM SHUTDOWN. THE CONTRACTOR IS TO COORDINATE , N N O r) PROPOSED DOMESTIC WATER » / - w z co rn 6'TRANSFORMER 6 PVC SANITARY SEWER • / , I Il SHUTDOWN WITH TVWD AND TVF&R. Q p j �' 7 (ASTM D3034 SDR 35) r v �y w y a w CO °' .- CONTRACTOR TO FIELD LOCATE Et r- co - 5 L=65, S=1.0% EXISTING NATURAL GAS PIPE LINE. p 0 mc.-7,.o co I I RELOCATE IF CONFLICTS WITH NEW z o z I 6" PVC SANITARY SEWER S► `` SITE IMPROVEMENTS COORDINATE W m J a 1 .N (ASTM D3034 SDR 35) WITH NW NATURAL GAS O z Q LU _ L=133, S=1.0% 3 I _ / I ■' CONNECT TO EX/STING f , Q '''''' ' ''L "'Y -�- '� _ �� I 1 SANITARY SEWER As_ BuILT rji Z 3 cn m 1 1 I ! lE=f 183.4 w SS/E=184.9 �'r _ �`� v I AT BUILDING, _ CONTRACTOR TO POTHOLE - - - '► ix G EX/STING SEWER PIPE AND VER/FY 12/18/2023 4^y ,-`w FACE. \ © .� - EX/STING DEPTH AND P/PE TYPE 1 r ' , o ip' OH OH OH- ...Nov --�,N • : O� � INSTALL SSCO - gLip W�� - Wim • .;inimi " . OH 1E=184.7 OH N TE = OH- Mit �H -SOH o�ti 0 0 OH nN _ - . - _ •H I OH- CP W ' - EXISTING -RIGHT OF WAY- A W W W �'W •-- W C' W W- AS-BUILT DRAWINGS INFORMATION IS BASED ON CONTRACTOR, `f'- kP^ _ WATER METER FIELD SURVEY, AND FIELD INSPECTOR GATHERED DATA. ALL o SS ss - INFORMATION HEREON SHALL BE FIELD VERIFIED PRIOR TO USE ED PROF 0 SS SS SS SS SS12" IN DESIGN AND OR CONSTRUCTION. �� FS SS SS EXISTING A - ,c� , G I NEfR Seo 0 DIP WATERLINE-SS CV SS - - �� s� - SS SS q� �S- SS ST 84283ro SW CASCADE AVE cn o MH OREGON d RIM=193.87 - SSM 1 = '/QY 13,2010 j1K-------- _I p ' NW o - ap' IE 183.37 IN 8" NW 8" SE IE 2.87- rN-8 SW---- ----- -SD SD SD �� -RIM= 99.54 0)- �\ o I IE 181.12 OUT 8" SE --- IE 191.39 IN 8" NW W HO M IE 191.29 OUT 8" SE 4 EXPIRES: 6/30/2023 SHEET 41110 C4. 1 N0 UTILITY PLAN of SCALE: 1" = 30' SCALE 7 30 0 15 30 1 8 a (� 1 INCH = 30 FEET E a 0 0 I d- (0(13 - 0 0 0 6" FOR PARKING SPACES: U.! O 1"R 3 1/2" OF LEVEL 3, %2" HMA PER PLAN Q SURFACEF r PA PAVEMENTINSTALLED IN A SINGLE LIFT O w A 1"R TYP �� 1" FOR ACCESS AISLES: 4" THICK 0 W a d ° ^ 2" OF LEVEL 3, 1/2" HMA OVER ' CONCRETE N OO O o co a 4 3 1/2" OF LEVEL 3, 3/4 HMA _ - - _ _ _ _ r Q ., Lu Lu INSTALLED IN TWO LIFTS =III=I I= 1 • . : : . ' • , ; . .'a : I : :4 : 1I I 1E11 1E Q CO I. V Q ^ I�VO• v� 6 ^vvp� o��`Ov��,'�o` 0 Q OC N a a a ° 1 111=1C-1 ,� ,�n�?^' '�1 1Qr n`(- R r 4( - - W J Q ° 1 � A ' ' -III III-III-III-III-I I-Ill \ I-111 Ill H Q 'off, ��I� ,.- ►1 _ _ N ?j H --Ws.. 1 •, ow. r1,-...,,....... ...7.„7„,...,..,i4,401: 1-11W1011001a#1 __O W- COMPACTED SUBGRADE V) U_ '� v 0 Q Alp 1 O 24 C)( '0 2" OF 3/4"-0" CRUSHED CDAGGREGATE BASE � - i -. syr ' . 9" \ \ \ \ .\ AGGREGATE BASE C \�\\�\ NOTES: r NO TES: NOTES: / 0 /// /, \ \\/\// /\\ 1. CONCRETE SHALL BE 3,000 P.S.1. 1. CONCRETE TO HAVE A BREAKING STRENGTH OE 3,000 P.S.I. 1. CONCRETE TO HAVE A BREAKING STRENGTH OE 3,000 P.S.I. //\ /. �j/. ��/ ,\///, 2. STANDARD SIDEWALK CROSS SLOPE SHALL BE 2% . WHEN THE LOT IS AFTER 28 DAYS. AFTER 28 DAYS. BELOW THE TOP OF THE CURB AND SLOPES DOWN FROM THE CURB, A 2. EXPANSION JOINTS TO BE PROVIDED: 2. EXPANSION JOINTS TO BE PROVIDED: 2" OF 3/4"-0" COMPACTED MINUS 2% SLOPE MAY BE REQUIRED. • AT EACH POINT OF TANGENCY OF THE CURB. • AT EACH POINT OF TANGENCY OF THE CURB. AGGREGA TE BASE • AT EACH COLD JOINT. • AT EACH COLD JOINT (LEVELING COARSE) 3. CONCRETE DEPTH FOR STANDARD SIDEWALKS SHALL BE NOMINAL 4" MIN. • AT EACH SIDE OF INLET STRUCTURES. • AT EACH SIDE OF INLET STRUCTURES. DRI VEWA Y SECTIONS INCLUDING SIDEWALKS THROUGH DRI VEWA YS SHALL • AT EACH END OF DRI VEWA YS. • AT EACH END OF DRI VEWA YS. BE NOMINAL 6" MIN. l' • AT LOCATIONS NECESSARY TO LIMIT SPACING TO 45 FEET. • AT LOCATIONS NECESSARY TO LIMIT SPACING TO 45 FEET 8" OF 1"-0" COMPACTED Z JOINT MA TERIAL TO BE PRE-MOLDED, ASPHALT IMPREGNATED, JOINT MATERIAL TO BE PRE-MOLDED, ASPHALT IMPREGNATED, AGGREGATE BASE 4. EXPANSION JOINTS WITH PREMOLDED FILLER SHALL BE INSTALLED NON EXTRUDING, WITH A THICKNESS OF 1/2 INCH AND SHALL NON EXTRUDING, WITH A THICKNESS OF 1/2 INCH AND SHALL BETWEEN DRI VEWA YS AND SIDEWALK AT THE DIRECTION OF THE W COVER ENTIRE CROSS SECTION OF CONCRETE. COVER ENTIRE CROSS SECTION OF CONCRETE. SCARIFY AND RECOMPACT ENGINEER. CONTRACTION JOINTS SHALL BE INSTALLED AT APPROXIMATE THE TOP 12" OF SUBGRADE INTERVALS OF 15 FEET BY CUTTING AT LEAST 1/3 OF THE DEPTH OF U) 3. CONTRACTION JOINTS: 3. CONTRACTION JOINTS: TO 90% MAX. DRY DENSITY THE CONCRETE. "DUMMY" JOINTS SHALL BE INSTALLED AT APPROXIMATE W • SPACING TO BE NOT MORE THAN 15 FEET • SPACING TO BE NOT MORE THAN 15 FEET INTERVALS OF 5 FEET > • THE DEPTH OE THE JOINT SHALL BE AT LEAST 1-1/2 • THE DEPTH OE THE JOINT SHALL BE AT LEAST 1-1/2 O Q INCHES. INCHES. : 5. INSTALL A BOND BREAKER OR ISOLA TION JOINT BETWEEN BACK OF CURB NOT1. AGGREGATE BASE TO BE COMPACTED TO 95% AND SIDEWALK, AND AROUND ANY OBSTRUCTION WITHIN SIDEWALK AREA. I.j 4. BASE ROCK 2"-0" OR 3/4"-0" 95% COMPACTION. BASE ROCK 4. BASE ROCK 2"-0" OR 3/4"-0" 95% COMPACTION. BASE ROCK MAX. DRY DENSITY PER ASTM D1557. a SHALL BE TO SUBGRADE OF STREET STRUCTURE OR 4" IN SHALL BE TO SUBGRADE OF STREET STRUCTURE OR 4" IN 2. ASPHALT PAVEMENT TO BE COMPACTED TO 6. SEE STANDARD WHEEL CHAIR/BICYCLE RAMP DETAILS FOR SIDEWALK Q DEPTH, WHICHEVER IS GREATER. DEPTH, WHICHEVER IS GREATER. 92% AASH TO T-209. PATTERNS AT INTERSECTION CURB RETURNS. STANDARD 6" VERTICAL CURB - DETAIL CONCRETE CURB & GUTTER ASPHALT PAVEMENT SECTION CONCRETE SIDEWALK W -.1 STANDARD 2 /3 /4 H \ NTS NTS NTS NTS (f) w Q Z FINISHED LANDSCAPE Lz 6" A S F (IlL TN o ZN mI a ^ m Cz PROPOSED SIDEWALK 12/18/2023 w o c I N 4BARSLONG. AS SHOWN NOTE � � " WwN Z w 1- m w w 18" MIN. WIDE MILL, WITH cn TACK COAT AND ASPHALT +� PAVEMENT INLAY TYPICAL ASPHALT PAVEMENT W °� AS-BUILT DRAWINGS INFORMATION IS BASED ON CONTRACTOR, 0 in c > o SECTION, FOR LIMITS OF 'ca 1 FIELD SURVEY, AND FIELD INSPECTOR GATHERED DATA. ALL _ o PAVING SEE SITE PLAN, SHEET N rj ° INFORMATION HEREON SHALL BE FIELD VERIFIED PRIOR TO USE a_ r W a ~ 18" C2. 1, C2.2 AND C2.3. FOR d 2 D PAINT BOLLARD IN DESIGN AND/OR CONSTRUCTION. o > w 1" SAFETY YELLOW 1i1 = 1- DEEP SA WCU T PROPOSED PAVEMENT SECTION. n N 1- = o SEE DETAIL 2 ON SHEET C5. 1. N w 0 A N N N N M i'• ' I I w O O O N N 111111111111111111111111 IV 6" DIAM. STEEL. FILL o �� iri0 ASPHALT ° *0,0 o o 0 �o #EXIST • 04 BARS A T 16 0.C. W/CONCRETE SLURRY BACK OF SIDEWALK o o - N I„� PAVEMENT N o O O 0R8 I 1 o A T LANDSCAPE ISLAND 00V 08'0 / „ EXTEND FOOTING TO SURFACE 6" CURB 4 \ \\ ,\\ 6 WHEN YARD SURFACE IS ASPHALT 8, ALONG SIDE N RAMP0 o g ASPHALT PAVEMENT CONFORM (TRANISTION) FINISHED ASPHALT 4' AND ACK OF W SURFACE FINISHED GRADE 0 NTS PROPOSED SIDEWALK < v ^ I1z N a0 } o .00000.00000. H \` \ '\`'\` \ a \ '\`'\` \` ,q o.33#4 BARS LONG. AS SHOWN \ �MqX dlii• v j '14 ° 4 / / / / ° ° / / / / / 0000000000000• X W 0 a ? \�\ \ \ \< :�000000000HE Z m1 6 l'-O" -� / / ° a ° �1 STANDARD Zpi . II H LL N Q ^ \//\\//\\// /\ CURB 6 z 4 ° /�\j�\j` a \\/ z m I I EDGE OFPAVEMEN1 #4 BARS AT 16" 0.C. ' // 0 �O STOP SIDEWALKT OR AT DRIVE AISLE \\/� ate / , AC PAVING 1 L. ° ° O CONSTRUCT TRUNCATED DOME OPTION A $, NOTES: \ CONCRETE FOOTING DETECTABLE WARNING BRICK PAVER WITH INTEGRAL DOMES MAY BE I- SURFACE WITH PARALLEL INSTALLED. (ENIDCOTT CLAY -o C '111 ,iVi g7,414 p; ,70#4101.1%0�1�x.LEVELN CG 0 RSE 1. EXPANSION JO/NTS SHALL BE PROVIDED AT EACH PO/NT OF ALIGNMENT PRODUCTS-HANDICAP DETECTABLE WARN/NG o �• •.••r WCA • • •, PAVERS OR APPROVED EQUAL) ED PROF 7..e .` o,.. • ��,tii.. ._. tos,, ,. •t.4.,,••r!_"= '^.'•.. °�• ',•,•"• TANGENCY OF THE CURB. MATERIAL SHALL BE PRE-MOLDED 24" SPACING <c-% ss� o .�-n!.�.•i•-�__.,.-.��r,�� 1•� .�..etl:•t� �7- � :�._:.•.��:•:.."...14_,,,,,,.‘",,,,.,� :• * GINE p'�N,oO p0 p O•�O0Q NON-EXTRUDING, WITH A MIN. THICKNESS OF 1/2". D=2.35" MIN. TO 2.80" MAX NOTE: c, O D/ �0 p IF BRICK PAVERS ARE USED CONCRETE 84283 QQ��QQ O O SE COURSE-), 0- THICKNESS WILL NEED TO BE INCREASED TO 8" o ��n��aOo�Cl° 0�� OO�O/ 0�n�CI��BASE COURSE �C -ED -+ 4, 2. CONTRACTION JOINTS SHALL BE A MINIMUM OF 2" DEEP & TO ALLOW THE PAVER TO BE INSET LEVEL WITH SPACED A MAXIMUM OF 15 FT APART. NOTE: DOME PROFILE THE RAMP SURFACE OREGON a REFER TO CIVIL SITE PLAN �► �� y opo .4� (2) %2"0 PINS 3. BASE ROCK TO BE 1-1/2" MINUS, COMPACTED TO 95% AASHTO FOR PLACEMENT ON SITE. e 0 0 OPTION B /�Dy i3,2 ' T-180 - SHALL BE TO SUBGRADE OF STREET STRUCTURE OR 4" O �� (ST OTE FAL INAUISTON OF DOME SURFACE R W. H FN Lo (STRONGWALL INDUSTRIES - STRONGWARN N IN DEPTH, WHICHEVER IS GREATER. to 6 a T SWADA-2000 OR APPROVED EQUAL) EXPIRES: 6/30/2023 0.9" DIA. 4. CONCRETE STRENGTH TO BE 3,500 PSI AT 28 DAYS, 4 0 0.2" SHEET 0"� C5. 1 " 6 PRECAST CONCRETE WHEEL STOP - DETAIL 7 GRADE WALL/ ELEVATED CURB g GUARD POST & PARKING BOLLARD g ACCESSIBLE RAMP of 0 NTS NTS SCALE: NTS NTS 7 1 8 0 2 0 A - o I 1 A 1 NINIIVUM STA \ DARD PAVEVEN T VARK1NG S T ENCiL Ir 013 BUILDING ACCESS ' ArlioqirizN.. 13OU3LE- ACCESSIBLE PARKING SPACE Woz�� ( ONE VAN —ACCESSIBLE DESIGNATION REQUIRED) v a w w Background -�\ V W ix o ylI \o \' �Io ��V \ 1 1 C (stroke width) , N O O g Q IIII SIDEWALK �� 10 I• 24ri-47 (shall Curb ramp into 1i; Q N V - 5' ��i-� the access aisle) ( J rImm. w _ CAST IRON FRAME & PLAN PARIOIC sal per,,,,,D.S.V. CO 1O 1 6' 6' COVER TO FINISHED MECHANICAL GASKET °"' o Rata W a ♦Q 3/4" LIP RISER O.D. +%2" MIN "°"I0* LI '° SIGN SIGN *toms 1a J V ^ h GRADE IN PAVED ARAS. W/ GASKET i �,�, 0R�_8 0R7-8 .bRlr�' 1 Q V ORS MI.sIS ORS RI1,015 (- CURB & GUTTER \--- 17' CURB CU T—\ A.C. OR CONCRETE \, Opt- sign G H LENGTH PAVING OR OTHER CAST IRON FRAME SET \I :\\;•cation SURFACE IN CONCRETE. II R7-8P1 (TYP-) A ~ CO U- 5 MIN , _ < In O 3/a" LIP 50:t CD NOTE: t ` r = k i ~ O iaz 1. CASTING SHALL MEET H2O 1 ,' �,11=11111=1• g • ° ° , ° ° d d d ° ° d - ,1 O H LOAD REQUIREMENT. II —1- — r �� I I=I I I I_ a d ACCESSIBLE ROUTE d d 0 a ° . • �. =I I I I 24-"x24-”x4- -3/4"-0 2. PROVIDE RISER AND MATERIAL I I a 3 000 P.S.I. d sign d . sign ,, 1 MIN. 4" OF TO MATCH CARRIER PIPE. (U.O.N.) -11111=11111 __ [ _ _ - • 8 MAX). CRUSHED AGGREGATE d 111 — IIII I I1— — CONCRETE PAD f location • ° ° " d ' location • _ BASEI I I - ° j• • °d • . . d- •d l d PROVIDE Y4" CLEARANCE FOR 1 j= B SECTION THROUGH DRIVEWAY/ALLEY CONCRETE PAD AND RISER PIPE. I-'-2=- --2'-� L-2'-- 2'-1 RAMP U 01")) 36° TYP. P, � � Wh�TIYP)tcp � /I GRANULAR TRENCH BACKFILL C NOTES: _D�iis,* RISER PIPE 3, Pavement Marking Background: Optional: Blue, Retro-reflective 45° SHORT BEND til 1. CONCRETE FOR COMMERCIAL USE AND ALLEY APPROACHES SHALL ,�<I r 36 Z HAVE A MINIMUM NOMINAL THICKNESS OF 8". CONCRETE SHALL BE Jv�� li White 4" 2' Typ "` 4' Pavement Marking Stencil: White, Retro-reflective UJ WYE BEND *IV wide lines L 3500 PSI COMMERCIAL GRADE. ��y� Air STANDARD WYE WITH PLUG o Angle orientation �, ��60� �` �� for field layout 2. CURB TRANSITIONS FOR COMMERCIAL USE AND ALLEY APPROACHES 2 ��a� ll�li��i �� AND RUBBER GASKET. LEGEND DIMENSIONS (INCHES) W J SHALL BESFEET. l _,- A B C D E FG > 3. CONSTRUCT CONTRACTION JOINT IN CENTER OF DRIVEWAY WHEN _ J MINIMUM 28 24 3 O Q DRIVEWAY WIDTH EXCEEDS 15' r-''', �� 1lr� Z"0'',7- " J c CS2 STATE HIGHWAY 41 36 4 Lu_ IL; v 1•,ip I• Q� CO� o�t10111°1.1 4. NO LIP AT GUTTER IF USED AS SIDEWALK ACCESS RAMP. %!o / _ _ Cl. Q 5. SEE SIDEWALK DETAILS FOR RESTRICTIONS AND SPECIFICATIONS NOT SECTION A-A The pavement morking stencil shall be used to designate an accessible �_ SHOWN. Pavement marking Access-) parking area reserved for vehicles with DMV permits. required. See Fig- 1 Aisle for dimensions LLJ 6. THE 50: 1 CROSS-SLOPE OF SIDEWALK IS MEASURED FROM HORIZONTAL. THE 12: 1 SLOPE OF SIDEWALK TRANSITION TO DRIVEWAY/ALLEY IS 9' Min 8' Min 9' Min - RELATIVE TO THE RUNNING SLOPE OF THE SIDEWALK. THE SLOPE OF THE APRON IS MEASURED RELATIVE TO HORIZONTAL. 17' Min. - I I Figure 3 Figure 1 1 DRIVEWAY APPROACH AT BUILDING ACCESS /3PRIVATE CLEANOUT - DETAIL w NTS NTS Q g 0 NOTE: a FOR CURB TIGHT SIDEWALK ROAD —2% I" c, .a 1- o ' SEE STD DETAIL NO. 146 �ai =-= "ii=u=ii=iii:. Z N . ,. w I— M o Z ' EXISTING DRIVEWAY - FOR CURB INFORMATION SECTION A—A Cl_ 1-1 M o MATCH WIDTH & GRADE SEE CURB DETAIL E a o 1- ~" cr)A ---ei R/W LINE 0 R/W ,,,,,.-..-.-.-..,..-.•:,•:...2%% O o > o TYPE 1SEE NOTE 3 0 ROAD ., ".. . •w,; , (/) �' a o SAW CUT EXISTING CATCH BASIN & RISER 6" •• • "'I"-"-" w 8 g a A.C. TO NEAT, I f SEE NOTE 4 12 w R N 5' MIN 2% SIDEWALK 0 SECTION B—B CC W Z a STRAIGHT LINES. PAVED AREAS I UNPAVED AREAS ' J R u) o= w EXISTING A.C. RESURFACING MATCH I DETECTABLE i CO _ w PAVEMENT EXISTING PAVEMENT I WARNING TAPE ENLARGED R/W OR EASEMENT N N N N rr) CV SECTION : H-20 LOADING �- SEE a w N N �N O O Lr) Manhole meets ASTM C478 and AREA TO CONTAIN WHEELCHAIR ~ \\\ N N 0 LANDSCAPE NOTE 3 LANDSCAPE ¢ N N N a0 y; all WSDOT/APWA Standard Specifications CONCRETE APRON \\\\\ T j�� Illi 1 STRIP SEE NOTE 2 STRIP RAMP AS REQUIRED \ — i \ STRUCTURAL SECTION `c' N. 0' `� 9, p-T ' r W \ - " TO CONFORM WITH * POUR THIS DRIVEWAY PANEL AND oz o - N rr)\ Q 2 sCOMMERCIAL DRIVEWAY VERTICAL CURB SECTION MONOLITHIC �w�.i. iji 0 0 NOTES: 28 3/4" �B 1. BAFFLE WALL SHALL HAVE #4 BAR AT 12" SPACING EACH WAY. O 2. PRECAST BAFFLE SHALL BE KEYED AND GROUTED IN PLACE. JOINT BETWEEN CONCRETE BAFFLE AND MANHOLE (p WALL SHALL BE WATERTIGHT. 27 3/8" A• 44 O 3. UPPER FLOW ORIFICE SHALL BE ALUMINUM, ALUMINIZED STEEL OR TREATMENT 1 GALVANIZED STEEL. • • 4. FRAME AND LADDER OR STEPS ARE TO BE OFFSET SO THAT SHEAR GATE IS VISIBLE FROM THE TOP; CLIMB-DOWN a 1 ° • .- . WO SPACE IS CLEAR OF RISER AND GATE; FRAME IS CLEAR OF CURB. � .e . z 5. RESTRICTOR PLATE WITH ORIFICE AS SPECIFIED IN THE CONTRACT. OPENING IS TO BE CUT ROUND AND SMOOTH. • A • •�I A > NEOPRENE GASKET SHALL BE INSTALLED BETWEEN THE ORIFICE PLATE AND CONCRETE BAFFLE TO PROVIDE A • •� I 3" • \ 2 WATERTIGHT SEAL. C A A t II i_-=_ U W 6. SHEAR GATE SHALL BE MADE OF ALUMINUM ALLOY IN ACCORDANCE WITH ASTM B 26M AND ASTM B 275, LW 7. DESIGNATION Zg32A OR CAST IRON IN ACCORDANCE WITH ASTM A 48, CLASS 30B. LIFT HANDLE MAY BE SOLID v 0 ROD OR HOLLOW TUBING WITH ADJUSTABLE HOOK AS REQUIRED. NEOPRENE RUBBER GASKET REQUIRED BETWEEN p �I U W CC RISER MOUNTING FLANGE AND GATE FLANGE. MATING SURFACES OF LID AND BODY SHALL BE MACHINED FOR • • //1 O d PROPER FIT. FLANGE MOUNTING BOLTS SHALL BE 3/8" X 16 X 3" LG SS REDHEADS. PLAN TYP. \ 5/8" X 3" BOLTS --► --..-2 1/2" i �I n / / / T 8. SHEAR GATE MAXIMUM OPENING SHALL BE CONTROLLED BY LIMITED HINGE MOVEMENT, STOP TAB N 0 O O A S /--� U I L / OR SOME OTHER DEVISE. 1/4 2 EACH END TYP Q 0 U 9. ALTERNATE SHEAR GATES DESIGNS ARE ACCEPTABLE, IF MATERIAL SPECIFICATIONS ARE MET AND FLANGE ii ii ii ii ii ii U II I • a. ♦^ ( W BOLT PATTERN MATCHES. 1 Q v/ U Q Li 10. ALL MANHOLE FLAT TOPS SHALL CONFORM TO ASTM C-478 AND ARE DESIGNED TO MEET H-20 TRAFFIC 32 1 2" • • �/' /w W II • °SII• •• ° V, LOADING.. SEE STANDARD I • .A, Ce 2/7 8/2023 ADJUSTABLE LOCK HOOK WITH 2 1/2" x 1/2" DRAWING 320 FOR • • PLAN VIEW 1 ORIFICE "A' OO LOCK SCREW OR APPROVED EQUAL. I A ori SQ. EDGE FLAT BA SECTIO\ A-A FRAME AND GRATE I \ Om Om Q Q (SEE TABLE) t" DIA. HOLE FOR ' U STAINLESS STEEL nil � � 0 N OTE p EXPANSION BOLTS LIFT HANDLE Fmm 1F EMBEDMENT r ATTACHMENT 3 X 1 X ::IE !'4 ii:: '''' 18"X18"X 1/4" O 1" ROD OR TUBING W ANGLE B AS-BUILT DRAWINGS INFORMATION IS BASED ON CONTRACTOR, STAINLESS �k TYP. STEEL PLATE N� FRONT SIDE MAXIMUM OPENING U) FIELD SURVEY, AND FIELD INSPECTOR GATHERED DATA. ALL 1 LIFT HANDLE DETAIL OF GATE DETAIL 3/4„ - . • I ~ Y/ O INFORMATION HEREON SHALL BE FIELD VERIFIED PRIOR TO USE o SHEAR GATE 0 I a - �: ' IN DESIGN AND/OR CONSTRUCTION. �M 1" TYP. MANUFACTURED BY KENNEDY VALVE OR EQUAL • CD RESTRICTOR PLATE, ORIFICE RESTRICTOR PLATE A . 6 MILAN PLACE E MAX. °a 0 ` • ORIFICE WITH ORIFICE 3/4" • -No.- '-.0-- FOR POURED -� r INSTALLATION NOTE: B & C (WHEN SEE STD DWG 120 TYP • 5" WITH �. :',..m-- ° SPECIFIED) FOR MANHOLE FRAME d.4 REINFORCEMENT ' POSITION HOOD SUCH (SEE TABLE AND AND COVER 13 1/2" . FOR PRECAST 60" THAT BOTTOM FLANGE Ir DETAIL) MANHOLE RING (12" MAX) • • - - 4 MAXIMUM IS MIN 2" BELOW THE OVERFLOW SEE SNOUT �{ 2 1 2" •ORIFICE B INVERT. ORIFICE C �_ ELEVATION DRAWING #260 / B 3/8" X 2 1/2" FLAT a� ONE SNOUT MAY BE - BARS AT 1 7/8" ON • G 2" Y II II' II If II In�, A IiIUI�I•I�IUIGI% CENTER 18" MAX. USED FOR BOTH ORIFICE C AND B. ORIFICE B �� 01111711.4 IT MAY BE NECESSARY 00111% •iii:iiiiIIii i TO USE TWO SNOUTS �^ 1. a.a / •.• ♦ e' MON OFFSET ORIFICES EET PLAN ELEVATION. a /" ��► IIIIIIIIIIIIIIIIIIIIIIIIII d°•• ° a" be �� MANHOLE STEP. CROSS r 4 •. A ORIFICE C itpr: INSTALLED BARS 3/8" IIIIIIIIIIII,I < w °. .- •• e • • m '• • e 18" "` ON BOTH ROUND l- . .0 . SUMP SNOUT DETAIL ,'1OO SIDES OF 'I'I'I'I'I'I'I ORIFICE B i � � . BAFFLE WALL 32" 32" 0 U ° • •t . FL a 8" SHEAR GATE 1111‘.) (SEE STD : • •+ li ZOU SEE DETAIL �� „ DWG 100) • IFLOW CONTROL STRUCTURE rI o • . a� : •i SHEAR GATE ° a 'lE = 173.75' SHEARGATE1I1I1I1I1I1I1I Diameter Of Manhole (In.) 60" MIN 60 � LIFT HANDLE 28" - -� 27" (Out) IlIllIllIluIll >UJJ F.L. (In) 15"=174.47; r=175.08 ��' BAFFLE 11.*9 . �' r SECTIO\ A-A F.L. 173.75' WALL • I 2" I.,II ,Il II ,Il IT,I IMI■III■IMI■I J SECTIO\ 3-3 a Outlet Pipe Diameter (In.) 15.0 \�" Number Of Orifice 2 ° F N► ��.-_ �- 2 1/2„ 3 NOTES: �'�/ Orifice A Elevation 171.751 • 1.` ", o" Diameter Of Orifice A (In.) 4.0 . RESTRICTOR PLATE 6' � _A3/16" 1. ALL PRECAST SECTIONS SHALL CONFORM TO REQUIREMENTS OF ASTM C-478. a Q ORIFICE A 3/8" X 2 1/2" 2. INSTALL STRUCTURE ON MIN. OF 8" OF 3/4"-0" COMPACTED BASE MATERIAL. Orifice B Elevation 176.65' (SEE TABLE AND N= SECTIO\C T 0\ B FLAT BARS EACH END TYPICAL BOTH ENDS OUTER ° BARS AND EVERY SECOND 3. PRE CAST REINFORCEMENT SHALL BE REBAR MEETING ASTM A615 GRADE OR WELDED Diameter Of Orifice B (In.) 8.8 DETAIL) INNER BAR WIRE MEETING ASTM A497. Orifice C Elevation N/8.8 4. ALL POURED INPLACE CONCRETE SHALL HAVE A 28 DAY STRENGTH OF 3000 P.S.I. AND A SLUMP OF ° °.. NOTE: 2" TO 4". Diameter Of Orifice C (In) N/A ° 5. AREA DRAINS IN REAR OR SIDE YARDS SHALL NOT BE BUMPED AND SHALL BE PROPERLYUml a _ Dia.-See Table Overflow Elevation 178.01' ° ° FRAME AND GRATE TO BE NEW STRUCTURAL ASTM A-36 FLAT BAR STEEL OR APPROVED EQUAL. CHANNELIZED. ' ISOMETRIC CUTAWAY 6. PRECAST STRUCTURES CONFORMING TO ODOT TYPE CG-2 CATCH BASIN INLETS ARE AN Rim Elevation 180.38 NTS ACCEPTABLE ALTERNATE. (ALL GRATE MATERIALS AND DIMENSIONS SHALL MEET CWS STANDARDS AS SHOWN ON DRAWING 320). CO FLOW CO \ TROD STR , CT, RE CATCH BAS \ EIA ✓ - A\ D GRATE AREA DRAT \ C1eanWate� Services ( C G - 2) C1eanWate� Services C1eanWater Services D _ TA TYPE I w DRAWING NO. 270 REVISED 10-31-19 DRAWING NO. 320 REVISED 10-31-19 DRAWING NO. 380 REVISED 10-31-19 z z i 0 M N CC I- O LO to 2 MANHOLE ACCESS CONFIGURATION DETAIL INSTALLATION DETAIL o 0 z POINTS REQUIRED O Cn �� ' DETAIL A � Cl_ � `�' W W s ' tp ' 1" PVC ANTI-SIPHON � z W 3 = s W �I PIPE ADAPTER MI Illionm a� 15" �� O O o O DRILLED ANCHOR\ 11111N, > a C;) 1:1--1 o HOLE SHIELD STAINLESS BOLT ` 1- REMOVABLE • ` LW 0 U ALL SNOUTS AND TRAPS FOR CATCH \haEXPANSION CONE �� Cr tY 1-(/) N BASINS AND WATER QUALITY WATERTIGHT ` �` ? w w N J ANTI-SIPHON VENT ❑ ACCESS PORT (NARROW END OUT) A `O �� N z 3 O STRUCTURES SHALL BE AS PLAN 10" OPENING _`�� to Q MANUFACTURED BY: (EXTEND ABOVE HOOD ❑ BIKE PROOF `\`, � _ C) C L C) w BEST MANAGEMENT PRODUCTS, INC. MIN. 3" TO MAX. 24") DETAIL B • BAR GRATE o 0 o N N o N N N N M 53 MT. ARCHER RD. I_ N N N o o ori LYME, CT 06371 WATERTIGHT SEAL Q N N („) T SEE DRAWING #030 FOAM GASKET W/ (860) 434 0277, (860) 434 3195 4• PSA BACKING GRATING N N ao FAX TOLL FREE: (800) 504-8008, �� \ (TRIM TO LENGTH) / - T (888) 354-7585 PIPE TYPE, SIZE, ' OZ o - N M d J WEB SITE: WWW.BMPINC.COM "� 11AND CONNECTION MOUNTING „ „ � FLANGE 4 0 OR 6 0 NOTES: PERP PLAN, AS MOUNTING FLANGE OUTLET PIPE 12" SQUARE OUTLET -0 OR PRE-APPROVED EQUAL. _-_ APPROVED SEE DETAIL #260 (HIDDEN) I� BOX FABRICATED FROM ai INLET �� ` ' d -r'' OUTLET FRONT VIEW SIDE VIEW 10 GA. MATERIAL0 Z PLAN VIEW D s 18» ro SNOUT OIL-WATER-DEBRIS SEPARATOR ANCHOR W/ 1 1 3 •IIIIo ��i' OW INLET INVERT ELEVATION Z. - BOLT LIX1X� v MIN 0.20 FT ABOVE C NOTES: .' (SEE DETAIL A) FRAME Z 1- 0 I OUTLET INVERT ELEVATION o 0 1. ALL HOODS AND TRAPS FOR CATCH BASINS AND WATER QUALITY STRUCTURES „ „ SHALL BE AS MANUFACTURED BY BEST MANAGEMENT PRODUCTS, INC. OR 4 OR 6 E cs) OIL & FLOATABLE 1_ e •1 ° PRE-APPROVED EQUAL. SEAL SEE 15" OUTLET h J o WATERTIGHT > ui z - �'� DEBRIS ON 2. ALL HOODS SHALL BE CONSTRUCTED OF A GLASS REINFORCED RESIN DRAWING 030 • a W PO) ' • SURFACE CANNOT , COMPOSITE WITH ISO GEL COAT EXTERIOR FINISH WITH A MINIMUM 0.125" r: Y EXIT PIPE • 60" MIN/84" MAX SUMPESE 36" MIN LAMINATE THICKNESS. 18" I I Z O Z 45 E m A OC O °Q 60" MAX 3. ALL HOODS SHALL BE EQUIPPED WITH A MINIMUM 10", WATERTIGHT ACCESS W m w XQ 3 PORT, A MOUNTING FLANGE, AND AN ANTI-SIPHON VENT AS DRAWN. (SEE Z Q w I- LL 1 Q' °• MANHOLE STEP CONFIGURATION DETAIL) \ L` Q ,.. SEE DETAIL 100 GASKET I Z 10 m C/n 4 4. THE SIZE AND POSITION OF THE HOOD SHALL BE DETERMINED BY OUTLET PIPE COMPRESSED +�,"� WLO • SIZE AS PER MANUFACTURER'S RECOMMENDATION. BETWEEN HOOD •71- • ° 8 ' <. AND STRUCTURE ' LU CO I NOTES: ° 5. THE BOTTOM OF THE HOOD SHALL EXTEND DOWNWARD A DISTANCE OF 18" (SEE DETAIL B) FROM I.E. OUT. J 12 1. ALL MANHOLE SECTIONS SHALL CONFORM TO THE REQUIREMENTS OF �� ASTM C-478 AND APPLICABLE PROVISIONS OF STD. MANHOLE DRAWING 6. THE ANTI-SIPHON VENT SHALL EXTEND ABOVE HOOD BY MINIMUM OF 3" AND ,01 . ►� NO. 010. A MAXIMUM OF 24" ACCORDING TO STRUCTURE CONFIGURATION. 12"" SQUARE * 0' 2. INLET AND OUTLET PIPE NOT TO EXCEED 18" DIA. 7. THE SURFACE OF THE STRUCTURE WHERE THE HOOD IS MOUNTED SHALL BE \� FINISHED SMOOTH AND FREE OF LOOSE MATERIAL. BEST MANAGEMENT PRODUCTS, INC. O 3. PROVIDE SPECIAL DETAIL FOR SNOUT, EXCEEDING 18" DIA. 53 MT. ARCHER RD. `� PROF SUMP VOLUME AVAILABLE PER DEPTH OF 8. THE HOOD SHALL BE SECURELY ATTACHED TO STRUCTURE WALL WITH LYME, CT 06371 SEDIMENT TRAP �� FSSi o 4. THE SIZE AND POSITION OF THE HOOD SHALL BE DETERMINED BY THE SUMP STAINLESS STEEL BOLTS AND OIL-RESISTANT GASKET. TOLL FREE: (800) 504-8008 (888) 354-7585 \Gj 0NGINEeR O OUTLET PIPE SIZE AS PER MANUFACTURER'S RECOMMENDATIONS. 36" MINIMUM 60" MAXIMUM WEB SITE: WWW.BMPINC.COM W/ HINGED LID 84283 '" 60" M.H.= 58.9 CF 98.1 CF 9. ANCHOR BOLTS SHALL BE INSTALLED INTO THE CONCRETE OF THE ol 5. ANCHORING HARDWARE FOR THE HOOD SHALL BE EMBEDDED INTO 72" M.H.= 84.8 CF 141.3 CF STRUCTURE'S WALL. (NOT WITHIN GROUT) WHEN ORDERING, SPECIFY IF THE STRUCTURE CONCRETE; ANCHORING INTO GROUT IS NOT AUTHORIZED. 84" M.H.= 115.4 CF 192.4 CF IN 10. INSTALLATION INSTRUCTIONS SHALL BE FURNISHED WITH MANUFACTURER FLAT HOR ROUNDICH THE . SIDE WILL BE ATTACHED IS SIDE VIEW ISOMETRIC SECTION OREGON a: 6. THE SURFACE OF THE STRUCTURE WHERE THE HOOD IS MOUNTED SHALL PROVIDE SPECIAL DETAIL FOR VOLUME SUPPLIED INSTALLATION KIT. ��Y 13,2OHO BE FINISHED SMOOTH AND FREE OF LOOSE MATERIAL. REQUIREMENTS EXCEEDING 192.4 CF KIT SHALL INCLUDE: \ E A. INSTALLATION INSTRUCTIONS Oy ,n 7. INSTALL PER MANUFACTURER'S INSTRUCTIONS. B. PVC ANTI-SIPHON VENT PIPE AND ADAPTER W. H I\ �\ LoSUMP VOLUME REQUIREMENTS C. OIL-RESISTANT CRUSHED CELL FOAM GASKET WITH PSA BACKING STATE APPROVED - ASPHALT DIPPED csi 8. ALL MANHOLE FLAT TOPS SHALL CONFORM TO ASTM C-478 AND ARE 20 CF/1.0 CFS OF INFLOW D. 3/8" STAINLESS STEEL BOLTS EXPIRES: 6/30/2023 DESIGNED TO MEET H-20 TRAFFIC LOADING. 58.9 CF MINIMUM REQUIRED E. ANCHOR SHIELDS 12" SQUARE - 4"b OR 6"0 OUTLET SHEET GQ �NO LANDSCAPING AREA DRAIN DWG # C5.3 04 WATEQUALITY \ WATER QUALITY \`\� BPROJ. MAN. DOUG P. DWN. PAUL G. SCALE NONE L OF ai a) MA\ HOLE ( SNOUT) A C1eanWaterServices VANHOLE ( SNOUT) 3 C1eanWater Services Gibson Steel Basins SINCE 1972 DATE: JAN. 23, 06MODEL: GMC810-1212H8-4&6 0 247 Washington St. Eugene, Or. 97401 ph:(541) 687 - 8672 fax:344-0207 DRAWING NO. 250 REVISED 10-31-19 DRAWING NO. 260 REVISED 10-31-19 7 -.-, 1 0 a 0 0 I (00 LU 0% a \ z Olt 0V W la; U 0 W o CO d STORMFILTER DESIGN NOTES N0 Q O N - w • STORMFILTER TREATMENT CAPACITY VARIES BY CARTRIDGE COUNT AND LOCALLY APPROVED SURFACE AREA SPECIFIC FLOW RATE. PEAK J Cl) p 0 0 m CONVEYANCE CAPACITY TO BE DETERMINED BY ENGINEER OF RECORD ---3'-5" [1041]T • A 6' x 12' [1829 x 3658] PEAK DIVERSION STYLE STORMFILTER IS SHOWN WITH THE MAXIMUM NUMBER OF CARTRIDGES (12) AND IS AVAILABLE IN La J V a A LEFT INLET (AS SHOWN) OR A RIGHT INLET CONFIGURATION I— a INLET BAY INLET TRANSFER HOLE FILTRATION BAY • ALL PARTS AND INTERNAL ASSEMBLY PROVIDED BY CONTECH UNLESS NOTED OTHERWISE 2 j I= "M' AND COVER STORMFILTER CARTRIDGE SIZE (in. [mm]) 27 [686] 18 [457] LOW DROP ~ cno LL / CARTRIDGE Ln 0 FRAME AND I I II RECOMMENDED HYDRAULIC DROP (H) (ft. [mm]) 3.05 [930] 2.3 [701] 1.8 [549] I— CD COVER -- I I---r r - - _ I HEIGHT OF WEIR (W) (ft. [mm]) 3.00 [914] 2.25 [686] 1.75 [533] O (— LOCATION --I I- \ r 1 ./� _ SPECIFIC FLOW RATE (gpm/sf [L/s/m2]) 2 [1.36] 1.67* [1.13]* 1 [0.68] 2 [1.36] 1.67* [1.13]* 1 [0.68] 2 [1.36] 1.67* [1.13]* 1 [0.68] V — I -- k_— — - - --, -— —--- 1I CARTRIDGE FLOW RATE (gpm [L/s]) 22.5 [1.42] 18.79 [1.19] 11.25 [0.71J 15 [0.95] 12.53 [0.79] 7.5 [0.47] 10 [0.63] 8.35 [0.53] 5 [0.32] \ / \ / \ / \ 5/ 1 i �r c^ ��1-, _��1---/- _ ��:!„, - ��-s . 1.67 gpmisf [1.13 L/s/m2] SPECIFIC FLOW RATE IS APPROVED WITH PHOSPHOSORB® (PSORB) MEDIA ONLY / / I ALTERNATE 1 I H -...- _ 7,�- - - --- �--�- 23 oro CilSITE SPECIFIC PIPE LOCATION I \ ' \ \ �- [---- ----] -_ "` - "' -- R_. .- -- _ . DATA REQUIREMENTS _ — _ �" o I \ I I � I cn I— I _ _ I _ � STRUCTURE ID N/A Z _ i MEN _/ WATER QUALITY FLOW RATE (cfs [Us]) 0.39 LU f PEAK FLOW RATE (cfs [LIS]} 3.47 - __ __L >� REHR HENN 77' 2' RETURN PERIOD OF PEAK FLOW (yrs) 25 LU J CARTRIDGE FLOW RATE 15 GPM 1 1 i > >�>�> >�>�>�>�� CARTRIDGE SIZE 27, 18, LOW DROP LD 18" ACCESS >>>>>>>>>>>>>>>>>>>: MEDIA TYPE (PERLITE, ZPG, PSORB) ( }) PERLITECe OUTLET BAY �� HATCH _i LV OUTLET >>>>>>>>>>>>>>>>>>>: j NUMBER OF CARTRIDGES REQUIRED 12 Q LOCATION FRAME AND GRATE >>>>>>>>>>>>>>>>>>>, E F[LTER BAY RIM ELEVATION 175.86 (12'-0" [3658]) (24" SQUARE) >>>>>>>>>>>>>>>>>>> PIPE DATA: INVERT MATERIAL DIAMETER LU (NOT TO SCALE) >>>>>>>>>>/>>>>> >>>>, INLET PIPE I 173.0 PVC 18" I— PLAN >>>>>>>>>>>>>>>>>>>: INLET PIPE 2 __ > > > > / > OUTLET PIPE 170.70 PVC 18" = =:.-;-•--..------ <4.1•4.1:41:404:4:11/4 �►rr�•� �� >>>>>>>�>>>>>>>�>>> NOTES/SPECIAL REQUIREMENTS: z . : CONTECH �.i www.Cw+lachEBcom � � - ACCESS HATCH �� /� (48" SQUARE) Z -'�� ' (NOT TO SCALE) Z m ��- RIM TO SYSTEM INVERT Z I- _ M o z CL � � Co -) (") Z S V, CARTRIDGE SIZE MIN. HEIGHT MAX. HEIGHT `- o 1 W L Y 2 FRAME AND COVER �, W W o J FRAME AND COVER (30" ROUND) LOW DROP / 18" 3'-6" 4'-10" > eL o W 1 o SEPARATION ACCESS HATCH _ P o ? W a cV CAST-IN WALL CAST-IN (NOT TO SCALE) 27" 4-2 4'-10" w Z Q (FLUSH MOUNTED) ( r 0 1- (FLUSH MOUNTED) �, ,� �, o • r • _. /�� ` _ / PERFORMANCE SPECIFICATION CV wCNI N N N r7 / /� j / O O O N N I • ��\/t FILTER CARTRIDGES SHALL BE MEDIA-FILLED, PASSIVE, SIPHON ACTUATED, RADIAL FLOW, AND SELF CLEANING. RADIAL MEDIA Q CO M 0 ` DEPTH SHALL BE 7-INCHES. FILTER MEDIA CONTACT TIME SHALL BE AT LEAST 38 SECONDS. - - 00 - INLET PIPE I W SPECIFIC FLOW RATE SHALL BE 2 GPM/SF (MAXIMUM). SPECIFIC FLOW RATE IS THE MEASURE OF THE FLOW (GPM) DIVIDED BY THE o, "' 0 c w MEDIA SURFACE CONTACT AREA (SF), MEDIA VOLUMETRIC FLOW RATE SHALL BE 6 GPM/CF OF MEDIA (MAXIMUM). o N M d WEIR WALL >-°) m LU a GENERAL NOTES 6 , i __ _ r- _ Ir i_ 1. CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE. z o I - w 2. DIMENSIONS MARKED WITH O ARE REFERENCE DIMENSIONS. ACTUAL DIMENSIONS MAY VARY. 0 ��—, L.- l i 11 3. FOR FABRICATION DRAWINGS WITH DETAILED STRUCTURE DIMENSIONS AND WEIGHTS, PLEASE CONTACT YOUR CONTECH c cu io IMI O �n _ r H II II w - REPRESENTATIVE. www.ContechES.com , 8 0 1�11,__, c-- _.-- -±:F N 4. STORMFILTER WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN g W 0 3 _ _ - L-_- i u THIS DRAWING. CONTRACTOR TO CONFIRM STRUCTURE MEETS REQUIREMENTS OF PROJECT. > w Cr) � _-_ � � rn 5. STRUCTURE SHALL MEET AASHTO HS-20 LOAD RATING, ASSUMING EARTH COVER OF Q'-Q", AND GROUNDWATER ELEVATION AT, . Q ° o, ,, I a W a M. N ++ OR BELOW, THE OUTLET PIPE INVERT ELEVATION. ENGINEER OF RECORD TO CONFIRM ACTUAL GROUNDWATER ELEVATION. Y i,..r�"-= CASTINGS SHALL MEET AASHTO M306 AND BE CAST WITH THE CONTECH LOGO. Z o z , 2 cE STORMFILTER 45 1 W m i _, Q a OUTLET PIPE FLOW KIT INSTALLATION NOTES z Q w LL CARTRIDGE A. ANY SUB-BASE, BACKFILL DEPTH, AND/OR ANTI-FLOTATION PROVISIONS ARE SITE-SPECIFIC DESIGN CONSIDERATIONS AND z it W: ELEVATION B. CONTRACTOR TOSHALL BE IPROVIDE EQUIPMENED BY ENGINEER OFT LIFTING AND REACH CAPACITY TO LIFT AND SET THE STORMFILTER STRUCTURE. o C. CONTRACTOR TO ASSEMBLE STRUCTURE. U L D. CONTRACTOR TO PROVIDE, INSTALL, AND GROUT PIPES. MATCH OUTLET PIPE INVERT WITH OUTLET BAY FLOOR. D E. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO PROTECT CARTRIDGES FROM CONSTRUCTION-RELATED EROSION RUNOFF. F. CONTRACTOR TO REMOVE THE TRANSFER HOLE COVER WHEN THE SYSTEM IS BROUGHT ONLINE. D PROF 5 �I ��1 �84283R /c ,G IO � The Stormwater Management fir S FPD06 1 2-S in StormFilter ® ENGINEERED SOLUTIONS LLC 6' x 12' PEAK DIVERSION STORMFILTEROR,32 THIS PRODUCT MAY BE PROTECTED BY ONE OR MORE OF THE FOLLOWING www.ContechES.com �Oy w H FO'\�7 fin S BUILT 9025 Centre Pointe Dr., Suite 400, West Chester, OH 45069 SHALLOW STANDARD DETAIL LoU.S.PATENTS: 5,322,629;5,524,576;5,707,527;5,985,157;6,027,639;6,649,048; EXPIRES: 6/30/2023 N RELATED FOREIGN PATENTS, OR OTHER PATENTS PENDING. 800-338-1122 513-645-7000 513-645-7993 FAX 72/78/2023 SHEET " 0 NOTE C5.4 ac N OF o AS—BUILT DRAWINGS INFORMATION IS BASED ON CONTRACTOR, o FIELD SURVEY, AND FIELD INSPECTOR GATHERED DATA. ALL 718 -o INFORMATION HEREON SHALL BE FIELD VERIFIED PRIOR TO USE +; IN DESIGN AND/OR CONSTRUCTION. o EL 0 0 1 0 0 0 W O o ASBU/LT S> aCD w 12/18/2023 v ' E OOH EL N O Q D 0 NOTE av1. , 0o LU w AS-BUILT DRAWINGS INFORMATION IS BASED ON CONTRACTOR, J r CO Ce SURVEY,FIELD SPECTOR VQQNF MATIONHEREON SHALL BE FIELD ERF ED PRIOTHERED R TO USE CL O ALL W IN DESIGN AND/OR CONSTRUCTION. V ASPHALT PAVEMENT FREE DRAINING ANGULAR WASHED ROCK Q X 3/4" TO 2 INCH PARTICLE SIZE COMPACTED OVER COMPACTED 2 Q i= TO 909 AASHOT T99 AGGREGATE BASE MC-3500 STORM CHAMBER Q Ln O I— ///////////////////// ////////////////////// ////////////////////////////////////////////////////////////////////////////// O >- O H U 86" 0 ' �U�U�4►�U�U�U�U�U�Ul' �U�"U�U�U�UC;U�"U�UC"UC"UU� �UC"U�UC"UC"U� Le0 0 0 0 0 0 0 0 0 0 0 0 o 0 0 0 0 0 0 0 0 0 0 0 0 ..41.1.1P.P................... '• • • • • • • • • • • • • • I• �I�I��'• �I�I�I410 �Illi �I• •I�I�I�I�" `.4O• > o — -1111.1110041V o ojSCOURNETTING !f. IPIP 0 0 0 0IP1P-4 .x.1.7 V... ' ,�.eb.• ...• IP �� ` �� Z =�o= '� 1 4.41 W CO— — — — — — — — — 1-0 — 1-0 — 1-0 — 1-0 — — — — — — — — — pi. IP 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 < a Ill i f� 12" MIN1.41 9" M/N. NONWOVEN CEOTEXT/LE \' % �%% %� Q TOP, BOTTOM AND S/DES �\/// ��//\/\�//�// (CONTECH C-40 OR EQUAL) SUBGRADE W (f STORM CHAMBER DETENTION SYSTEM SECTION I— CO \ / NTS w CD Q Z Q CC 0 M III N co I- 1- w � z Z m 98.9' 0 w o cn H U Z 96.9' Cl) w w u. (73 CONTRACTOR TO INSTALL MANIFOLD J O m > o = CONNECTION CON TRACTOR TO SUBMIT LAYOUT FOR w w w . t c) 8" PVC STORM > moo , == ,,=, APPROVAL PRIOR TO CONSTRUCTION w Li m = �„ DRAIN PIPE > > SEE SHEET 3.1 5 N � � = zo 9 U U U W SEE SHEET 3.1 A I- mm �.vuv�wv I 000NN 0• 12" ADS STORM DRAIN PIPE Q M < C) 1E=175.70' N �� CO • 0 15" PVC STORM � o � cNlr7 � _� 12" ADS STORM DRAIN PIPE J DRAIN PIPE /E=175.67 111 6 o III �24" ADSSTORM DRA/N P/P: 24" ADSSTORM DRA/N P/PE0 it!. ;_cs `1' CHAMBER /E=174.50 /E=174.67 1E=174.50 0 , up 00 III \ O N o•� CO w w 1E=179.25' CO pi °� vo °, � cn 12" ADS STORM DRAIN PIPE - w Y• o E '_ 12" ADS STORM DRAIN PIPE Z 00 ,- 00 m m � � � a) < 1E=175.67 /E=175.70' W CO H w Q FLOW CONTROL MANHOLE Z < H 3 PER CWS DWG 270 SEE W SHEET C5.2rant m m / 1111 IL& . ix 0 0 t 8" PVC STORM DRAIN PIPE CONTRACTOR TO INSTALL MANIFOLD 11 3 ROWS WITH 13 CHAMBER EACH ROW CONNECTION CONTRACTOR TO SUBMIT LAYOUT FOR �0PROFF o APPROVAL PRIOR TO CONSTRUCTION ' - i o ..\--) EoNEeR 1 III 84283 -Y" - Cr) LO CONTRACTOR TO INSTALL WATER — L/M/TS OF EXCA VA T/ON QUALITY MANHOLE PER CLEAN WATER OREGON d SERVICES STD DWG 250 AND 260 ''y 13 2010 STORM CHAMBER DETENTION SYSTEM PLAN ES 60La 0 (V EX NTS EXPIRES: 6/30/2023 1 SHEETN 0 C5.5 " OF a a)0 7 18 ig 0 0 ilt CLASS "A" NATIVE BACKFILL CLASS "B" GRANULAR BACKFILL PIPE WRAP/ STRAP/SLING \\/\\\\//f�i\/i\/i\1\//\f1�- Ll\\1\//1 1\\\//\ #4 REBAR AT 12" O.C. z ► 0 ., v-/ PE ENCASEMENT 0 �_ i/\\\ /\\// a G ° a °a ° \//\\ EACH WAY (TYP) II II I II Ilh Ill: / / / g \ AC PAVEMENT REPLACEMENT. _ \ \ \ ° ° ° a a ° °�\\%\\ 3" MIN CLEAR W 0 .\ \� ° '� ► \ \ \ �, a \ (TYPICAL-ALL BARS) SEE NOTE 4. jA / yY vjjA/ A/ \ AlA/\/ /\ 6 ° �t / V 18" MIN CLEARANCE /-'l r/ T STT' 77� r Q (9 w12" MIN. SEE NOTE 4. /V/\ % �V/ / V\V/ V\\\V \V\jV ° NATO NEAREST JOINT v / �� /A/ASV WMOUND EXCESS MATERIAL TO ALLOW I 6" CLASS "B" \/\\/\\ \/\\/\\/\\/\\/\\/\\/ ////A, / \ / \�I // // \/ 0 W FOR SETTLEMENT. CONTRACTOR SAWCUT CLEAN EDGE FOR BACKFILL /� \ /\\,/ \\\\\ /v 1\ CO O a SHALL RESTORE ALL LANDSCAPING AC PAVEMENT REPLACEMENT. O2 O ,y / l n° . / (V 0 O o TO PRE-EXISTING CONDITIONS. _ SAND SEAL JOINT. ! 2 miria I��I��I��I��I��II�■ \\\\\\ a \ 12" MIN. r CVQ wc> > O II I I I I� �I I I I I / / :� V wiEXISTING EXISTINGC �. , `� EmsNOM. PIPE OD Q r GROUND m Q AC PAVEMENT 2-Ar \ J7. % %�\ � _ 0 --- �, = i,- \\ >' \ O / /� / / / ,. TABLE \\\ \T, \f ' /� 12" MIN. Q lkA e A%4/ �� O /\// /iV/j�/i�/' //./iA/i�/� PROFILE VIEW to,0 ' /VA/VA/VA\\� v\�\/A' Q v / / BRANCH THRUST BLOCK / // //\// //\ /DETECTABLE WARNING A VA/ ROADWAY 6" MIN PIPE DIA BEARING AREA2 �� - _ TAPE FOR PIPE DIA. >_12" / : : : : m i�I \� \ -�-� BASE wCI Aco ; TYP (IN) (SF) SECTION VA\ o. 'i \/s 1 > Co , i,. 1- co u_ CLASS "A" \ - wi ' 8 w �C� 1 4 2.00 Q 0 NATIVE -/ , -��\\ CLASS "B" 3/4"-O" . 0 \ 6 4.50 EBAA 1100SDB MID SPAN CD BACKFILL \ • ,* \ CRUSHED ROCK Z Z CIRCUMFERENTIAL SPIRAL lam. - - 8 8.25 \" \ RESTRAINT (2) REQUIRED. 0 GO \ \ Ifi: ii 0 12 18.00 // /\\'\\I RESTRAINT SEE NOTE 4 O V/� � �_�L�i\V GRANULAR BACKFILL w "� - \ '%_ ;-i% A � I II ji� �- � 12" MIN./A// //, �› --- PSI (MINIMUM) L111114 `� J• �` SEE NOTE 7 / \ 3500 S V TRACER WIRE FOR `, �� L o \ o n\/ o : : :, \ \ \\ \ ��F�\\ \\ -v-\/\L' �{ NO JOINTS ALLOWED \\ CONCRETE PIPE DIA. >_12" \ \ \ �,� \/ 12" 2' \\v/ v� \� KEYNOTES: �/ // �,� 1 - // \/\\\\/\\�\\\\\/\/\/\\A\ .\\/, A. CONCRETE THRUST BLOCK POURED AGAINST UNDISTURBED EARTH. THRUST BLOCK /\\ r \\\/\\/\• PIPE /\1, \// LONE SECURE LAYER OF TAPE SIZE SHALL BE PER TABLE 1 AND SHALL NOT BE LESS THAN ONE FOOT IN ANY ----/\// // - _1�/ �/1. / 1i��L� ____ ZONE \ 0<PIPE OD WRAPPED ALL THE WAY AROUND DIMENSION. CONCRETE SHALL BE MINIMUM 3500 PSI. BRANCH PIPE SHALL NOT BE F /\ \v\i PRESSURIZED FOR 5 DAYS. I -I ° 1- ;gill ill {_ \ \ 6" PIPE BASE KEYNOTES: B. WRAP TAPPING SADDLE AND VALVE WITH 3 LAYERS OF POLYTHEYLENE ENCASEMENT 24" MIN. \\\ PRIOR TO POURING THRUST BLOCK AND BACKFILLING. EXTEND POLYETHYLENE 6" \\//\\\\/ /�/ j��j��j��j� 6" PIPE 6" 1. CUT THE POLYETHYLENE TUBE TWO FEET LONGER THAN PIPE AND SLIP OVER PIPE AS MINIMUM BEYOND SADDLE AND VALVE AND SECURE TO PIPE WITH POLYETHYLENE T / // // / SHOWN. PIPE WRAP TAPE. SEE DETAIL 301. 12" MIN. \ \\! ■ \\ \A /\ '\\/ CO TYP. 0 TYP. VA\ A/j C. STAINLESS STEEL TAPPING SADDLE WITH GASKET AND FLANGED CONNECTION. \\\ #4 REBAR 12" O.C. 24" MIN. 2. SPREAD THE POLYETHYLENE TUBE AS SHOWN SO THAT ENOUGH IS LEFT TO PROVIDE D. LINE-SIZE GATE VALVE (FLG X MJ) PER DETAIL 402. b_18"_ \ ,/ EACH WAY (TYPICAL) Z A ONE FOOT OVERLAP AT EACH END OF PIPE. E. JOINTS ON BRANCH PIPE SHALL BE RESTRAINED. NO DIGGING WITHIN 10' _ \`% \/\ W NOTES: 3. TAKE UP SLACK IN THE TUBE ALONG THE PIPE BARREL, MAKING A SNUG BUT NOT NOTES: POUR CONCRETE AGAINST 1. BEFORE INSTALLING TAPPING SADDLE, CONTRACTOR SHALL THOROUGHLY CLEAN PIPE UNDISTURBED NATIVE SOIL W 1. PIPE ZONE MATERIAL SHALL BE 3/4"-0" CRUSHED ROCK GRANULAR BACKFILL TIGHT FIT. FOLD OVER ON TOP OF PIPE AND SECURE IN PLACE WITH ONE LAYER OF TO REMOVE ALL DIRT, ROCKS, AND OTHER FOREIGN MATERIAL FROM PIPE WHERE PLAN Q COMPACTED TO 95% OF AASHTO T-99. CIRCUMFERENTIALLY OR SPIRAL WRAPPED TAPE ABOUT TWO FEET ON CENTER. (PE SADDLE WILL BE INSTALLED. W I- 2. CLASS "A" NATIVE BACKFILL MAY ONLY BE USED OUTSIDE OF PAVED AREAS AND SHOWN LOOSE FOR CLARITY) TAPE SHALL BE 10-MIL BLACK ADHESIVE PVC TAPE, 2. SADDLE BOLTS SHALL BE TORQUED TO MANUFACTURER'S SPECIFICATIONS. BOLTS NOTE: > W REQUIRES DISTRICT APPROVAL. BACKFILL SHALL BE COMPACTED TO 90% OF AASHTO CHRISTY'S PIPE WRAP TAPE, OR APPROVED EQUAL. 1. CONCRETE STRADDLE BLOCKS FOR 12" AND LARGER MAINS SHALL BE DESIGNED O 0 SHALL CONFORM TO ANSI/AWWA C111/A21.11. T-99 IN LIFTS NOT EXCEEDING 18" (LOOSE MEASURE). AND STAMPED BY THE PROJECT ENGINEER. PROVIDE CALCULATIONS FOR REVIEW 3. CLASS "B" 3/4"-0" CRUSHED ROCK GRANULAR BACKFILL SHALL BE USED WITHIN PAVED 3. CONTRACTOR SHALL ENSURE THAT GASKET IS PROPERLY ALIGNED AND FREE OF / 4. LOWER PIPE INTO TRENCH, BEING SURE THAT THE POLYWRAP IS NOT DAMAGED, AND FOREIGN MATERIAL PRIOR TO TIGHTENING SADDLE. AND APPROVAL, AND INCLUDE A SAFETY FACTOR OF 1.5. Ce 0 AREAS. BACKFILL SHALL BE COMPACTED TO 95% OF AASHTO T-99. MAKE UP JOINT. 4. SADDLE LOCATION AND INSTALLATION SHALL BE APPROVED BY DISTRICT INSPECTOR 2. USE 2" OFFSET OR MANUFACTURER RECOMMENDATION FOR MID-SPAN RESTRAINT. 4. SAWCUT WIDTH AND AC PAVEMENT REPLACEMENT SHALL BE PER APPLICABLE PRIOR TO TAPPING. 3. TIE REBAR TO ITSELF TO HOLD FORM. Om JURISDICTIONAL REQUIREMENTS. 5. PULL POLYETHYLENE FORWARD FROM PREVIOUS JOINT OVER THE BELL AND SECURE IN 5. CONTRACTOR SHALL AIR TEST SADDLE TO 40 PSI PRIOR TO TAPPING. 4. WRAP RESTRAINTS WITH 1 LAYER OF POLYETHYLENE ENCASEMENT PRIOR TO E 5. IF THESE SPECIFICATIONS CONFLICT WITH THE SPECIFICATIONS OF ANOTHER APPLICABLE PLACE AS SHOWN. 6. CONTRACTOR SHALL FLUSH AND PRESSURE TEST VALVE FOR PRIOR TO BACKFILLING. POURING CONCRETE. EXTEND PE WRAP A MINIMUM OF 6" BEYOND RESTRAINTS. > JURISDICTION, THE MORE STRINGENT SPECIFICATION SHALL GOVERN. 7. ENGINEER SHALL PROVIDE CALCULATION AND SIZING IF TEST PRESSURE EXCEEDS 150 SECURE TO PIPE WITH 10 MIL PVC PIPE WRAP TAPE 6. 36" MINIMUM COVER IS REQUIRED, ANY COVER DEEPER SHALL BE APPROVED BY DISTRIC I 6. PULL POLYETHYLENE FROM NEW PIPE OVER THIS SAME BELL, PROVIDING A DOUBLE PSI. SAFETY FACTOR SHALL BE 1.5. 5. ENGINEER SHALL PROVIDE DESIGN AND SUPPORTING CALCULATION IF TEST W ENGINEER. LAYER OF POLYETHYLENE AND SECURE IN PLACE AS SHOWN. PRESSURE EXCEEDS 150 PSI. DATE: 11/2019 DESIGNED:MBA DATE: 11/2019 DESIGNED:MBA DATE: 9/2020 DESIGNED:MBA DATE:9/2020 � TUALATIN VALLEY PE BAG INSTALL TUALATIN VALLEY �� TUALATIN VALLEY STRADDLE BLOCK AS- BUILT CAL DETAIL DETAIL DETAIL DETAIL 3ACKFILL t`''> WATER T E R DISTRICT APPROVED: NWA MODIFIED DIPRA WET �� WATER DISTRICTIlliMil APPROVED: NWA TAPPING SADDLE �� WATER DISTRICTUMW APPROVED: NWA 8" AND SMALLER a (I) 201 SCALE:NONE TRENCH METHOD 301 SCALE:NONE 302 SCALE:NONE MAINLINE 304 12/18/2023 - A - w NOTE AS-BUILT DRAWINGS INFORMATION IS BASED ON CONTRACTOR, m FIELD SURVEY, AND FIELD INSPECTOR GATHERED DATA. ALL V, CD INFORMATION HEREON SHALL BE MELD VERIFIED PRIOR TO USE HYDRANT BEHIND CURBTIGHT SIDEWALK HINGE SIDE OF FLANGE TEE z IN DESIGN AND/OR CONSTRUCTION. 2" GATE VALVE SINGLE LEAF HATCH w SEE NOTE 4. 18" MIN MID-SPAN CHECK VALVE WITH BALL DRIP z Z m I ' _� 3' 6" I THRUST um, VALVE PER NFPA 13 & 24 0 z B FINISHED GRADE 24" MAX U � 1i ��DOUBLE CHECKI VALVE RESTRAINT SEE NOTE 1 ,_d . 0 o , IO [BREAK FLANGE 1.__cci_ r- 7 . --1 ) � imKrop INr-- - All E a o O LOT TO BE I..■ I r-( ( I.. I Co �-' Z W "' 18" MIN .. FLOW I I I I1►�111I \•�I \,�I II�O�11 I �I�` I z w W s wL��J I 12" © SERVED �� aIII�� IIIA w 4" MIN. O - z_ m w I rv�Jl Iv"JI . o 5 m f ,x 12" MAX. z _ o «> o \/\\\\ ` �_-_�-_-_-_-�. g o -J - - PROPERTY LINE NA � � �I EXTEND DUCTILE IRON PIPE a O ¢ o - - _ r Q� SEEOONOTEG2X PE \r --I- ; 5' MIN. OUT OF VAULT. W o w U c) /\ 24" ° , //////7---\/////\`ter- :.:.: : , <, II u ¢ R _iv) \ �_ \\\\ \ \/�\\/\\\i�\ Q SIDEWALK DETECTOR FOR W cn 0 /\, / \ la 0 0 I o LINE AT PUL. TI FIRE INES ONLY 11 N cn I p \g \\\ I SEE NOTE 1. I LADDER MEETING OSHA FDC PER OREGON FIRE CODE. c� c� c> w \ Tc __ \ LOCATION AS APPROVED BY N N N CV r> L �/ / I-, REQUIREMENTS o V/ / PROPERTY LINE AND `I = PROPERTY CORNER. I SEE DETAIL 701 AND i� THE FIRE CODE OFFICIAL. 0 LI IJ u'` O \ . ��i� O , i!-J-!" L` LOT NUMBERS MARKED �_� SPECIFICATIONS � - '-'-' N N CV o 0 0 CD �,, SEE NOTES 2 AND 3. w11- \ IQ CV CVU° 6" CLASS 52 DI PIPE ON FACE OE CURB. HATCH SEE STANDARDS o °O M oOII �L `��II` ,,I� _ �� \ SEE NOTE 1. I PLAN SUMP PUMP OR CV CV cel CO H ,j�o �� % PUBLIC UTILITY o \ � O \ �� ` _ \ `I DRAIN PER DETAIL 702 N. >, //,\/>% DO /� � WRAP SERVICE PLAN EASEMENT o o N M w 0 h DRAIN TO CURB OR z o, HYDRANT IN PLANTER STRIP LINE MIN. 3' WITH } DAYLIGHT 3 I. , �� - F ;� 18" MIN 10-MIL PVC TAPE � --,� 3" MIN 6' MAX �I` =� \ __ GROUND LINE -ft i '� 24" MAX SEE DETAIL 301 \\�\Z ' Z i\\ I�/\ _ fJ� _ AINFatrd ,, !POWA/ / r, . / 0 ' _c_,\,______ FLANGE ,/,-, y 0j c 4 *- b>,b 18" MIN II co ISOLATION BALL VALVE III ■ o (LI[BREAK 0 \\y 1 �/ 1 © ; STRADDLE Z w U __ //� vi \//E \\\\\\\��_\�\\\\ \off-��\\\ -011 H co BLOCK PER MEGA FLANGE 7- D 0 0 T _ ,--- - \/ \\�\�\ \ \ /\/ \\\/�\, / ° �:).� DETAIL 304 = E METER BOX AND SERVICE PER CURRENT COUPLING ADAPTOR u� Cf) 6 MIN . "' ; s /%//\\/�//'\/.///// // � � 2" DOUBLE STRAP INSTALLATION BY TVWD PLUMBING CODE (TYP) ° NNoTYP I' �(� ° �� ? = PIPE PENETRATIONS v co` - AKEYNOTES: TAPPING SADDLEW LINK-SEALliii > N /\�\\, I / a c� •~= G. MAINTAIN MINIMUM CLEAR SPACE IN ALL OR LINE SIZE X 2 FLOW . Y ct I-- c - 'M KEYNOTES: A. VALVE BOX ASSEMBLY PER DETAIL 402. � � I I 1"11110a- I ( t7 O -�^.oDIRECTIONS PER DETAIL 503. PLACEMENT OF TEE METER I �� 3 ° I._ ■I I' z p o o mj A. EAST JORDAN MODEL #3639Z1 (OR APPROVED EQUAL) VALVE BOX. EAST JORDAN MODEL CONCRETE AROUND HYDRANTS IS PROHIBITED. v I 0 p E N B. 6" GATE VALVE. WRAP TEE, VALVE, AND PIPE TO 2" IRON BODY 12" W m •• E < #3639A1 COVER WITH "TVWD" CAST IN TOP SURFACE. VALVE BOX SHALL BE PLUMB, THE FOOT VALVE WITH 3 LAYERS OF CONCRETE BALLAST MIN= I PE INLINE CHECK VALVE w w Q 333 CENTERED ON AXIS OF OPERATING NUT, AND SHALL NOT REST ON OPERATING ASSEMBLY. POLYETHYLENE ENCASEMENT PRIOR TO H. FOLLOW MANUFACTURER RECOMMENDATIONS FOR GATE VALVE, �� SEE NOTE 3 RODENT cn Z 1¢i > ~ LL 3 3 B. UNPAVED AREAS ONLY: PROVIDE 4" THICK CONCRETE PAD OVER 4" COMPACTED 1"-0" BURY LINE AND BREAK FLANGE MAX AND MIN. THREADED tl■ ■.I'1 r4 a BACKFILLING. EXTEND PE WRAP A MINIMUM OF 6" '_�� SCREEN z L w / BEYOND TEE. SECURE TO PIPE WITH 10 MIL PVC 15" MIN DEPTH W m CRUSHED ROCK. PAD SHALL EXTEND OF A MINIMUM OF 6" AROUND VALVE BOXES. I. NO RISER KITS ON NEW HYDRANT INSTALLATIONS. PIPE WRAP TAPE. SEE DETAIL 301. DO NOT Iil%� \� d 3/4"-1" I I I REINFORCE CONCRETE WITH #4 REBAR MAX 12" O.C. CENTERED VERTICALLY IN SLAB. WRAP HYDRANT BARREL. �' CRUSHED ROCK FOR DRAIN TO DAYLIGHT OR PROVIDE 3" CLEARANCE FROM EDGES AND PENETRATIONS. J. CONCRETE BLOCK - 3500 PSI 2" BELOW SCORE ELEVATION DRAINAGE. C. TEE. NEW CONSTRUCTION TEE SHALL BE MU X MJ LINE, 8" THICK, AND 12" BELOW BURY LINE. yi / :�; j; i /.. i,'.;..y`� , ; / PROVIDE 1/3-HORSEPOWER oC. 6" TYPE SDR 35 PVC, D3034 PIPE SPACER. LENGTH AS NECESSARY. CONCRETE SHALL NOT IMPACT WEEP HOLE. NOTES: STAINLESS STEEL SUMP PUMP.X FLG. CONNECTIONS TO EXISTING MAINS SHALL 6" DEPTH 3/4"-O" CRUSHED SEE DETAIL 702 FOR //Ur o D. OPERATOR EXTENSION REQUIRED WHEN VALVE NUT IS 60" OR DEEPER FROM FINISHED BE TAPPING TEE PER DETAIL 302. THRUST 1. DEVELOPER'S SURVEYOR SHALL SETA LATH AT THE INTERSECTION OF THE PROPERTY ROCK COMPACTED TO 95% ELEVATION SUMP DETAILS. o GRADE. SEE DETAIL 403. BLOCK REQUIRED ONLY FOR TAPPING TEE. K. WRAP HYDRANT BARREL WITH PE WRAP LINE AND THE PUBLIC UTILITY EASEMENT. DEVELOPER'S SURVEYOR SHALL ALSO MARK MAX DENSITY 2' BENEATH BURY LINE TO 6 INCHES BELOW E. WRAP VALVE WITH POLYETHYLENE ENCASEMENT, OR APPROVED EQUAL PRIOR TO THE PROPERTY LINE AND LOT NUMBERS ON THE FACE OF CURB WITH WHITE PAINT. KEYNOTES: D. MECHANICAL JOINT WITH GRIP FOLLOWER. ALL CONCRETE BLOCK. ENSURE PE WRAP DOES NOT -o BACKFILLING. EXTEND POLYETHYLENE 6" MINIMUM BEYOND VALVE AND SECURE TO PIPE JOINTS IN HYDRANT ASSEMBLY SHALL BE FULLY INTERFERE WITH WEEP HOLE. 2. IF PROPERTY CORNER MONUMENTS HAVE NOT BEEN SET AT THE TIME OF WATER A. ONLY ELECTRIC SUMP PUMPS ALLOWED IN BACKFLOW VAULTS O WITH 10 MIL PVC TAPE. SEE DETAIL 301. RESTRAINED. SERVICE INSTALLATION, THE DEVELOPER'S SURVEYOR SHALL SET A LATH AT THE UTILITY BILCO NOTES: QED PROFF F. VALVES 8" AND SMALLER SHALL BE MJ GATE VALVES. VALVES 12" AND LARGER SHALL PROPERTY CORNER LOCATION ON THE RIGHT-OF-WAY LINE. SIZE VAULT * DOOR * 1. REFER TO OAR FOR ALL CLEARANCES AND TO OHA FOR LIST cjD -i7 p GINE BE MJ BUTTERFLY VALVES. E. 12" X 12" X 8" CONCRETE PIER BLOCK ON 3. ORS 92.044(7) PROHIBITS LOCATING ANY UTILITY INFRASTRUCTURE WITHIN 1-FT OF A 3 660-WA J-5ALH2O OF APPROVED ASSEMBLIES �84283R � G. 2" SQUARE OPERATING NUT. UNDISTURBED NATIVE SOIL. SURVEY MONUMENT. DEVELOPER SHALL PAY FOR ANY RELOCATION OF SERVICES 4 577-WA J-5ALH2O 2. CONTRACTOR TO SEAL ALL OPENINGS IN VAULT WITH NON SHRINK GROUT o H. 8 ' X 6 PVC SDR35 REDUCER SXS, CONNECT TO D3034 PIPE USING A COMPATIBLE PVC F. 1-1/2" CLEAN DRAIN ROCK POCKET. 4 CUBIC AND/OR METER BOXES FOUND TO FALL WITHIN 1-FT OFA SURVEY MONUMENT 6 676-WA J-5ALH2O 3. CONTRACTOR TO INSTALL CONCRETE BALLAST 3 CU YDS CEMENT. FEET MINIMUM. MINIMUM 6" ABOVE HYDRANT LOCATION. 8 687-WA JD-3ALH2O MINIMUM AROUND BASE OF VAULT WHERE FLOODING OR HIGH OREGON a. DRAIN OPENING. WRAP WITH GEOTEXTILE FABRIC10 5106-LA JD-3ALH2O GROUND WATER EXISTS �C2y 13,20 E I. COMPACTED ROCK. 4. S ISOLATION BACKFLOWREQUIREMENTS. LY AS CLOSE TO METER AS POSSIBLE. ADHERE TO LOCAL "OR EQUAL" 5. THRUST BLOCK FIRE SERMICE INIMUMETHICKNESS /'Dy W H 0 .4' E PER TVWD STANDARDS. * Lo C:I DATE: 11/2019 DATE:9/2020DATE:9/2020 DATE: 9/2020 EXPIRES: 6/30/2023 DESIGNED:MBA DESIGNED:MBA DESIGNED:MBA 1-1/2" & 2" METER DESIGNED:MBA DOUBLE CHECK VALVE 1 �� TUALATIN VALLEY DETAIL �� TUALATIN VALLEY FIRE HYDRANT STANDARD DETAIL �� TUALATIN VALLEY INSTALLATION WITH DETAIL _� TUALATIN VALLEY ASSEMBLY DETAIL SHEET L�> WATER DISTRICT APPROVED: NWA TYPICAL VALVE SETTING �� WATER DISTRICT APPROVED: NWA WATER DISTRICT APPROVED: NWA WATER DISTRICT APPROVED: NWA C5 6 �� 402 �� INSTALLATION 502 BACKFLOW PREVENTION 605 �'� OR DOUBLE CHECK 801 72 SCALE:NONE SCALE:NONE SCALE:NONE DEVICE SCALE:NONE DETECTOR ASSEMBLY - - OF 8 0 18 2