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T <br />UTIL CROSSING <br />FG 507.30 <br />6" PVC SAN INV 504.76 <br />12" HDPE STRM T/PIPE 503,75 <br />1 y <br />NFIGNT 86.0 LF i <br />_ r12" HDPE-< <br />@ 0.52% eel <br />CD -- 1�►" <br />MH1 <br />P. 77.9 LF J, <br />6" SDR-35 PVC `r-� �2 <br />SAN LEAD <br />Ls. 28.3 LF <br />12" HDPE , <br />C. 0. @ 1.24% H 0 <br />S w <br />CIOo <br />o 27.9 LF <br />S° �6" SDR-35 PVC-Z <br />-' @ 1.00% <br />598.2 LFLn � <br />EX. 14" CONIC <br />S° @ 0.55 <br />REA C <br />1�9± AC <br />® <br />M <br />8.5 LF <br />•6" SDR-35 PVC <br />-- <br />@ 1.17% % <br />4 <br />O <br />CB 2 0 <br />AREA B <br />0.09± AC <br />0 <br />' <br />o <br />505.01' RIM <br />507.61 ' INV (14" ONO SW/SWL Y FLOW) So a _4 <br />501.61' INV.(14" PVC NISW'LY FLOW) = S a 00 % 0 W.) <br />507,77' INV.(14- PVC NE/SW'LY FLOW) L R <br />500.47' BOX BOTTOM ELEV. EX CB O S'S 2 <br />S° Sp S,N�0 <br />�50.9 LF S �- '� TGOp(1. N/ R O.W) <br />6" SDR-35 PVC 0 <br />/ s° EX SAN MH � S <br />@ 1,08% <br />MO <br />(506 <br />') G A <br />506,19' RIM' <br />FULL -NO INFORMATION AVAILABLE <br />S N <br />WAY LIN ®/ 5N.(0 <br />HT,OF,�N�N R O.W.) <br />RIG p.(2 5 N�R O.W.) G�V <br />s <br />SCALE: 1" = 20'-0" <br />M.H. <br />m <br />Q <br />J <br />Q <br />B. SW. (0, 2'W/0 R. 0. W..) <br />SN. (2.9'W/0 R. O. W.) <br />MON. SN. (5. 8'W/0 R. 0. W.) <br />M. H. (1.5 E/0 R. 0. W) <br />B. SW. (0, 2 E/0 R. 0. W. <br />SN (1. 6'W/O R. 0. W..) <br />vJ <br />W <br />ram`. <br />z <br />111N <br />PED. X(3. 7 E/0 R. O. W ) <br />' S / <br />S. P. 2 E/0 R. 0. W..) <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 />CBS <br />6" S INV OUT = 503.00 <br />SEE COE DETAILS 404 AND 409 <br />ON SHEET C5.00 <br />RIM = 507A1 <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 />RIM = 507.70 <br />SANITARY MANHOLE <br />6" N INV IN = 502'45 <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 />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 />B.D. <br />BRASS DISK <br />P. S. <br />PARKING SPACE <br />B.SW. <br />BACK OF SIDEWALK <br />PED.X <br />PEDESTRIAN CROSSING <br />(C) <br />CALCULATED DATA <br />R.O.W. <br />RIGHT OF WAY <br />C.L. <br />CENTER LINE <br />(R 1) <br />INST. NO. 9206230250 <br />C.L.F. <br />CHAIN LINK FENCE <br />(R2) <br />INST. NO. 9901215009 <br />C. 0. <br />CLEAN OUT <br />(R3) <br />INST. NO. 200704035002 <br />D.I. <br />DRAIN INLET <br />(R4) <br />INST NO. 200906185002 <br />G.A. <br />GUY ANCHOR <br />RSR. <br />RISER <br />G. M. <br />GAS METER <br />S. C. 0. <br />SEWER CLEAN OUT <br />/.P. <br />IRON PIPE <br />SN. <br />SIGN <br />LS <br />LANDSCAPING <br />T.PED. <br />TELEPHONE PEDESTAL <br />M. C. <br />MONUMENT CASE <br />T. S P. <br />TRAFFIC SIGNAL POLE <br />M.H. <br />MAN HOLE <br />T.S.P.B. <br />TRAFFIC SIGNAL PULL BOX <br />MON. SN. <br />MONUMENT SIGN <br />W.M. <br />WATER METER <br />OH. <br />OVERHANG <br />W. V. <br />WATER VALVE <br />P.P. <br />POWER POLE <br />EXISTING LEGEND <br />0 2W 4W <br />BLOCK/CONCRETE WALL <br />CONCRETE <br />0 <br />ASPHALTIC CONCRETE <br />BUILDING LINE <br />HANDICAP PARKING <br />CHAIN LINK FENCE <br />X <br />LIGHT POLE <br />- <br />OVERHEAD WIRE <br />STORM DRAIN LINE <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: <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 />(Ao1 sE ev"I �ay <br />RECORD DRAWING <br />This Record Drawing has been prepared, in part, based <br />on "As -Built" information provided by others. Though <br />the as -built information and this drawing are based on <br />the best available inf6rmati6n,'n6 presumption should <br />e made regar 'ng the drawing's accuracy. <br />Igned By Date <br />Permit Inspector <br />Print Name &Titel <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 />I 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 />4 <br />06.24. 021 <br />SP-,N TATe REVISIO <br />I CONSULTANT <br />SEAL <br />II CUSTOMER <br />I PROJECT DESCRIPTION I <br />RCC TENANT <br />IMPROVEMENT <br />PROJECT LOCATION <br />SE EVERETT MALL WA <br />EVERETT, WA 98208 <br />SHEET TITLE <br />STORMWATER <br />MANAGEMENT PLAN <br />SHEET MANAGEMENT <br />PROJECT NO.: - <br />DATE: 08.18.2020 <br />CAD FILE: C1.31.dwg <br />PROJECT MANAGER: M. PISKO <br />THIS DOCUMENT IS AND SHALL REMAIN THE PROPERTY OF <br />SEVAN MULTI -SITE SOLUTIONS, INC. <br />REPRODUCTION OR ALTERATION OF THIS DOCUMENT WITHOUT THE EXPRESSE <br />WRITTEN PERMISSION OF SEVAN MULTI -SITE SOLUTIONS, INC. IS PROHIBITED. <br />(NOT PUBLISHED: ALL RIGHTS RESERVED.) <br />COPYRIGHT BY SEVAN MULTI -SITE SOLUTIONS, INC. 2019 <br />SHEET NUMBER <br />C131 <br />