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I <br />I <br />I <br />i <br />I <br />a <br />I <br />I <br />I <br />O <br />O (5 <br />6 . S. <br />I I <br />_ � l <br />+ I <br />I I <br />I _ <br />505.12' RIM- <br />502,87' INV.(6" PVC E/S'LY FLOW) <br />D. I. 502.87' INV.(6" PVC S/S'LY FLOW) <br />501.02' BOX BOTTOM ELEV SD - _ \ 506.54' RIM U <br />SD --'_ - SD SD 504 54' INV. (6" \'VC /W'L Y FLOW) <br />i <br />o - sD 504.54' INV.(4" P\(C WLY FLOW) <br />ASPHALT 1 (507)- - sg "a, B rroM ELEV <br />SD � <br />r. D. I. j <br />� I <br />II <br />0 0 0 0 0 0 O O O O LS. <br />II <br />G. M. G. M. O <br />O <br />�I <br />i <br />� I <br />505.40' RIM <br />o 'I <br />II <br />I <br />502.80' INV(6" PVC N/S'LY FLOW) <br />SID / <br />503.10' INV (4" PVC NE/S'L Y FLOW) <br />502.40' INV (14" CNC S/S'LY FLOW) D. <br />501.05' BOX BOTTOM ELEV. <br />CO <br />I I <br />o <br />II <br />�I <br />506.2 3' RIM ) AREA A O <br />+ , 5 <br />504,13' INV.(6" PVC S/S'LY FLOW) 0.20_AC I O l <br />l7nA 17' /All//A" ni/` IA//C'IV rl -AI) <br />I <br />0 <br />OD <br />0 <br />C. 0. <br />0 <br />50,5.01 ' RIM O <br />501.61' INV.(14" CNC SW/SW'LY FLOW) So `, <br />501.61' INV..(14" PVC NISW'LY FLOW) <br />501.71' INV. (14" PVC NE/SW'L Y FLOW) <br />500.41' BOX BOTTOM ELEV. _�>1EX CB 0 <br />O/ so / <br />SID <br />Sp <br />��yV® <br />Y ENE \ O <br />PIGNT O� <br />.0' S <br />® /i S <br />v 5 <br />O! <br />W. (0, 2'W/0 R. 0. W ) <br />(2.9'W/0 R.O.W.) <br />IN. SN. (5. 8'W/0 R. 0. W..) <br />3 <br />M. H. (I.5'E/0 R. 0. W ) <br />B. SW (0. 2 E/0 R. 0. W ) <br />SN. (I.6'W/0 R. 0. W.) <br />yJ <br />�J <br />PZ <br />W <br />N <br />PED. X(3. 7'E/O R. 0. W ) <br />MHO <br />. 8.5 LF %� t M.H. 5 <br />CP 4 6" SDR-35 PVC! / i' <br />_ 27.9LF o STS.P(�2E/o R.o.w) <br />O So �6" SDR-35 PVC /7/ <br />�98.2 LF <br />EX, 14" CONIC <br />@ 0.55% I- O S <br />I'' SAN MH 3 ®�/'� /� <br />S <br />SP <br />V . R <br />s,' - 5 z'N/° <br />qP' -o50.9 LF OF OP(1 O.W.) , <br />M.N 6 SDR-35 PVC S STO N�O R <br />MH @ 1.08% <br />® MON• WAY) <br />1�. �O.P• � 5 0 RIGHT,OF, <br />j O W. 506.19' RIM UgVI <br />FULL -NO INFORMATION AVAILABLE DEDICATED P <br />/ \ PEO {O o 10O' <br />0 <br />S ON R �, <br />N� ERE <br />BENCHMARKS: <br />REFERENCE BENCHMARK: <br />ELEVATION INFORMATION SHOWN HEREON IS BASED ON WASHINGTON GEODETIC SURVEY POINT EV01, <br />WHICH BEARS OF ELEVATION OR 495.317 FEET ON THE NORTH AMERICAN VERTICAL DATUM OF 1988, <br />ELEVATIONS WERE ALSO CONFIRMED THROUGH A CALCULATED OPUS SOLUTION COMPUTED USING <br />GEOID 18. <br />STRUCTURE TABLE <br />NAME: <br />DETAILS: <br />DESCRIPTION: <br />RIM = 507.00 <br />CATCH BASIN <br />CB 2 <br />6" N INV IN = 503.05 <br />SEE COE DETAILS 404 AND 409 <br />12" W INV OUT = 503.05 <br />ON SHEET C5.00 <br />RIM = 506.95 <br />CATCH BASIN <br />CB 5 <br />6" S INV OUT = 503.00 <br />SEE COE DETAILS 404 AND 409 <br />ON SHEET C5.00 <br />RIM = 507.11 <br />COALESCING PLATE SEPARATOR <br />CP 4 <br />6" N INV IN = 502.90 <br />SEE DETAIL 10/C5,01. <br />6" S INV OUT= 502.73 <br />RIM = 505.06 <br />14"NE INV IN=501.71 <br />EX CB 0 <br />14" N INV IN = 501.61 <br />EX. CATCH BASIN <br />14" SW INV OUT = 501.61 <br />RIM = 506.29 <br />EX CB 1 <br />4" W INV IN = 504.13 <br />EX. CATCH BASIN <br />6" S INV OUT = 504.13 <br />RIM = 507.70 <br />EX SAN MH <br />6" NE INV IN = 501.90 <br />EXISTING SANITARY <br />8" N INV IN = 501.07 <br />MANHOLE <br />8" SE INV OUT= 501.07 <br />RIM = 507.19 <br />CATCH BASIN <br />MHO <br />12" N INV IN = 502.25 <br />SEE COE DETAILS 404 AND 410 <br />14" SW INV OUT = 502.25 <br />ON SHEET C5.00 <br />RIM = 507.33 <br />CATCH BASIN <br />MH 1 <br />12" E INV IN = 502.60 <br />SEE COE DETAILS 404 AND 410 <br />12" S INV OUT = 502.60 <br />ON SHEET C5.00 <br />RIM = 507.70 <br />SANITARY MANHOLE <br />SAN MH 3 <br />6" N INV IN = 502.45 <br />SEE COE DETAILS 404 AND 410 <br />6" SW INV OUT = 502.45 <br />ON SHEET C5.00 <br />STORM STRUCTURE NOTES: <br />1. ALL STORM STRUCTURES TO BE INSTALLED IN ACCORDANCE WITH CITY OF EVERETT <br />STANDARDS AND DETAILS UNLESS NOTED OTHERWISE. <br />2. PROVIDE INLET FILTERS ON ALL PROPOSED INLETS, FILTER SHALL BE REGULARLY <br />MAINTAINED AND REMAIN IN PLACE UNTIL FINAL GRADES HAVE BEEN ESTABLISHED. <br />REFER TO SHEET C1.11. <br />3. ENSURE ALL RUNOFF FROM THE COVERED FUELING AREA IS ROUTED TO CB 5. <br />STRUCTURE TABLE <br />CITY OF EVERETT STANDARD NOTES <br />1. NO PART OF THE DRAINAGE SYSTEM SHALL BE COVERED, CONCEALED, OR PUT INTO <br />USE UNTIL IT HAS BEEN INSPECTED, TESTED, AND ACCEPTED BY THE CITY OF EVERETT. <br />2. ALL WORK AND MATERIAL SHALL CONFORM TO THE CITY OF EVERETT DESIGN AND <br />CONSTRUCTION STANDARDS AND SPECIFICATIONS AND THE WSDOT/APWA <br />STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION <br />(CURRENT EDITION). <br />3. APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN OBTAINED FROM <br />AVAILABLE RECORDS AND ARE SHOWN FOR CONVENIENCE. THE CONTRACTOR SHALL <br />BE RESPONSIBLE FOR VERIFICATION OF LOCATIONS AND TO AVOID DAMAGE TO ANY <br />ADDITIONAL UTILITIES SHOWN. IF CONFLICTS WITH EXISTING UTILITIES ARISE <br />DURING CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS <br />INSPECTOR AND ANY CHANGES REQUIRED SHALL BE APPROVED BY THE CITY <br />ENGINEER PRIOR TO COMMENCEMENT OF RELATED CONSTRUCTION ON THE <br />PROJECT. <br />4. ALL STORM SYSTEMS WITHIN THE PUBLIC RIGHT-OF-WAY OR IN EASEMENTS MUST BE <br />STAKED BY SURVEY FOR LINE AND GRADE PRIOR TO STARTING CONSTRUCTION. <br />5. ALL CATCH BASIN GRATES MUST BE STENCILED OR STAMPED "DUMP NO WASTE, <br />DRAINS TO STREAM, LAKE, RIVER, PUGET SOUND, OR WETLAND." CHOOSE <br />APPROPRIATE FEATURE FOR THE PROJECT. <br />NOTE: 11 <br />GENERAL CONTRACTOR TO FIELD VERIFY ALL TIE-IN INVERTS PRIOR TO CONSTRUCTION AND <br />IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES. <br />NOTE: <br />THE EXISTING SANITARY MANHOLE INVERT WAS FIELD MEASURED ON 11.13.2020 BY A SEVAN <br />MULTI -SITE SOLUTIONS PROJECT MANAGER. <br />sevan <br />ENGINEERING <br />Regional Office: <br />37704 Hills Tech Drive <br />Farmington Hills, MI 48331 <br />734.367.4445 Telephone <br />Corporate Office: <br />3025 Highland Parkway, Suite 850 <br />Downers Grove, IL 60515 <br />info@sevansolutions.com www.sevansolutions.com <br />INTEGRITY I RESPECT I TEAMWORK I EXCELLENCE I CHARITY <br />REVISIONS <br />NO, <br />DATE <br />DESCRIPTION <br />0 <br />08.18.2020 <br />OWNER REVIEW <br />1 <br />09.24.2020 <br />PERMITS <br />2 <br />10.23.2020 <br />PERMIT REVISIONS <br />3 <br />111.17.20201 <br />PERMIT REVISIONS <br />II CONSULTANT I I <br />SEAL <br />r.=a <br />HY B <br />E WA <br />2 <br />0561 <br />II CUSTOMER 11 <br />I PROJECT DESCRIPTION <br />RCCTENANT <br />I PROJECT LOCATION I <br />Uv 0 T i TV I T <br />lwadm= <br />II, L • • t • <br />SHEET TITLE <br />B.D. <br />BRASS DISK <br />P.S. <br />PARKING SPACE <br />BLOCK/CONCRETE WALL <br />B.SW <br />BACK OF SIDEWALK <br />PED.X <br />PEDESTRIAN CROSSING <br />(C) <br />CALCULATED DATA <br />R. 0. W. <br />RIGHT OF WAY <br />CONCRETE <br />SHEET MANAGEMENT <br />C.L. <br />CENTER LINE <br />(R 1) <br />INST. NO. 92062JO250 <br />0 ASPHALTIC CONCRETE <br />PROJECT NO.: <br />C.L.F. <br />CHAIN LINK FENCE <br />(R2) <br />INST. NO. 9901215009 <br />- <br />C.O. <br />CLEAN OUT <br />(R3) <br />INST. NO. 200704035002 <br />BUILDING LINE <br />DATE: 08.18.2020 <br />D.L <br />DRAIN INLET <br />(R4) <br />INST. NO. 200906185002 <br />G. A. <br />GUY ANCHOR <br />RSR. <br />RISER <br />HANDICAP PARKING <br />CAD FILE: C1.31.dw g <br />G. M. <br />GAS METER <br />S.C.O. <br />SEWER CLEAN OUT <br />PROJECT MANAGER: M.PISKO <br />I.P. <br />IRON PIPE <br />SN. <br />SIGN <br />CHAIN LINK FENCE <br />LS. <br />LANDSCAPING <br />T. PED. <br />TELEPHONE PEDESTAL <br />THIS DOCUMENT IS AND SHALL REMAIN THE PROPERTY OF- <br />SEVAN MULTI -SITE SOLUTIONS, INC. <br />M. <br />MONUMENT CASE <br />T.S.P. <br />TRAFFIC SIGNAL POLE <br />LIGHT POLE <br />REPRODUCTION OR ALTERATION OF THIS DOCUMENT WITHOUTTHE EXPRESSE <br />M.H. <br />MAN HOLE <br />TS.P.B. <br />TRAFFIC SIGNAL PULL BOX <br />- OVERHEAD WIRE <br />WRITTEN PERMISSION OF SEVAN MULTI -SITE SOLUTIONS, INC. IS PROHIBITED. <br />MON. SN. <br />MONUMENT SIGN <br />W. M. <br />WATER METER <br />(NOTPUBLISHED ALL RIGHTS RESERVED.) <br />OH, <br />OVERHANG <br />W.V. <br />WATER VALVE <br />STORM DRAIN LINE <br />COPYRIGHT BY SEVAN MULTI -SITE SOLUTIONS, INC 2019 <br />P.P. <br />POWER POLE <br />ST®RMWATER MANAGEMENT PLAN EXISTING LEGEND <br />SCALE. 1 = 20 0 0 20 40 <br />SHEET NUMBER <br />C131 <br />