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1 <br />2 3 <br />4 <br />5 <br />6 <br />Call before you <br />Dgg.8-I-I <br />or I-800-4245555 <br />UNDERGROUND <br />SERVICE (USA) <br />0 10 20 40 <br />15 <br />SCALE 1 „=20, <br />..\dykeman-Header-Standard-23614708.tif <br />LEGEND <br />PROPERTY LINE N 793rO6' E - 46.81' <br />STORM DRAINAGE PIPE 8^SD 8 SSD xx% <br />S0 <br />E <br />YD/CO/CB/CB2/MH a o rn E1 <br />E <br />DETENTION PIPE <br />CONSULTANT: <br />FOOTING DRAIN ----FTG ---- FTG---- FTG- <br />..WCE Logo Stacked-FC.tif <br />SEE SHEET C4.00 FOR STORM DRAINAGE NOTES <br />MATCHLINE - SEE SHEETC4.01 <br />- - -rn - - - - <br />I <br />I <br />- - - <br />i <br />- - - - - - - T - - -/- - - - - - <br />i F/F=593.7 TF/F=593.7 SDCO <br />_ _ _ _ _ _ _ _ <br />--r/r-5a 6 FDCO <br />RIM TO GRADE F/F=593.71 <br />_ _ _ _ _ _ _ _ _ <br />F/F=593.71 <br />_ _ _ _ _ <br />I I <br />I <br />SEE SHEET C4.20 FOR STORM DRAINAGE PROFILES <br />I <br />� / <br />I I <br />5391 S UN ( ) RIM TO GRADE <br />IE 584.88 SD B4 CB TYPE II - 72" <br />I I <br />-- I -- <br />I rn I <br />w <br />I IE NE a PT 50.60 (Mn) <br />W/ SOLID LOCKING LID <br />NOTE' FOR STORM PIPE TRENCH SEE DETAIL 13/C4.10 <br />II I <br />I I I x 4' CHAIN <br />/ <br />v <br />/ 1 <br />I E W 8PVC 566.5e Un IE 5TO F (ASSUMED) <br />� � CONTRACTOR TO FIELD VERIFY <br />B Anpt BASED OFF <br />RECORD DRANING LOCATION, ELEVATION, AND SIZE OF EX <br />STORMWATER FLOW <br />�� RIM 593.12 <br />CONTROL FACILITY. 72 IE 585.40 12"(IN)N <br />PROTECT <br />EX BUILDING TO REMAIN <br />1 I <br />I <br />• <br />I I \ LINK FENCE <br />/ <br />\ / <br />E I <br />STORM PIPE PRIOR TO CONSTRUCTION <br />DIAMETER CORRUGATED IE 584.0136"(OUT)W <br />I <br />N w � <br />/ <br />\ <br />- I <br />/ I SEE DETAIL <br />ALUMINUM PIPE (16 GAUGE IE 584.0136"(OUT)S <br />MINIMUM). TOTAL VOLUME <br />I <br />I I \ <br />, <br />I <br />X <br />\ CONTRACTOR TO INTERCEPT EX <br />/ 15 <br />X \ I DOWNSPOUT TIGHTLINES TO REROUTE <br />REMOVE TEMP PLUG AND CONNECT <br />SHOULD BE 8,878 CUBIC TO EX 12" SD CONTRACTOR TO <br />T - <br />li i \ x <br />I <br />AROUND PROPOSED DETENTION PIPES a 1 <br />x <br />FEET. SEE DETAILS 5/C4.11 FIELD VERIFY LOCATION AND <br />AND 12/C4.11 ELEVATION OF EX STORM PIPE <br />F <br />I <br />I <br />F/F=593.74 F/F=593.76 / <br />F/F=593.69 N PRIOR TO CONSTRUCTION <br />OVERHANG (TYP) I I <br />/ \ <br />ASPHALT <br />SDILL S�----SD-----5�- SD ---------- <br />EX 115 LF 6" CPEP @ 0.5% MIN <br />------------------ <br />L <br />____ / <br />% <br />CONNE <br />O STOR SYSTEM <br />6"x6" WYE I 589.62± 6" PERFORATED <br />p <br />N <br />/ <br />• • <br />PROJECT <br />D <br />x \ * / 1 e.CONXR CTORTOFIE DVERIFY �FOOTINGDRAIN ---593----- -----593-- ��'/ <br />----- <br />D <br />fCT10 <br />'�OF <br />,ELEVATION NO SIZE ---- G____ ____ __ _ ____ _ <br />STORM PI PRIOR TO ��� �--- ---- --- -- - ---- <br />�' � <br />G --- Fr ---- __ �� 4' CHAIN <br />LINK FENCE <br />• x <br />�X <br />C/dN RUCTION __�_ - <br />\`� <br />- -593- X x <br />x <br />` <br />CHALLENGER <br />x \ x I <br />I <br />M <br />/ \ i • 11U/L1L//LLG!! <br />!%/%/� • <br />SO B3 CB TYPE II - 72" ASPHALT <br />CONTROL STRUCTURE <br />A9� <br />ELEMENTARY <br />W <br />_j_/_! <br />J <br />?� FT - - FT --- FTG ---- FTG ---- FTG ---- FTG 100' FTG ---- FT ---- FT ---- FT --- <br /></ <br />FTG -- -FTG --- 5E1;G ---- FTG --- <br />U <br />W/ LIRL9(41f1NG <br />.� <br />92.65 / <br />/ <br />- <br />SCHOOL <br />\ I PLAY <br />AREA <br />I <br />/ / <br />5�5e \ <br />cn \ <br />Sp <br />SD B5 CB TYPE II - 72" _ _ - -592- - - - <br />R8A fie. - _ W SOLID LOCKING LID _ - - <br />I 1 Mfg 1 E E 1YC11P 58809 R 74 E E 12•0� 5500 36" ACCESS RISER (TYP) <br />\ 7 <br />_ - _ 6" FDCO <br />1292 D CB m r R11�41v GRADE <br />5 RB1 569.78 0 IE 584.88 <br />IE 584.0148"(IN <br />IE 584.51 12" tfSE i <br />_ <br />SEE DETAIL - <br />5 / <br />FOR <br />/I / <br />/ / <br />F <br />IE N 6PYC 5Bd44 _ - SEE DETAIL <br />IE 584.0136 (OUT E N 6PVC 587.10 591- - <br />.1 IE SE 12'CMP 585.13 <br />�- _ <br />a.i - <br />/ x \ x <br />SO \ � JAW 12'CNP 588.34 IE 584.0136"(OUT)N E W 12' � >i <br />5 5 79 --------4EW12TUP565.38 <br />E N 12' 8- - <br />�19-68&i p 1 PARKING <br />/ � ^ <br />/ <br />MUKILTEO SCHOOL <br />i ► <br />/ \ I <br />� h �, <br />o \ <br />� <br />\ _- <br />' SDI- SEE DETAIL YP -590 <br />\ S97\ _ � SD � � SD <br />5�1P 4 4 <br />SD -CONNECTTV <br />- <br />\\ <br />\ <br />1 <br />1-_` <br />DISTRICT <br />I <br />_ E 11E RIM589.77AB <br />_---, E E <br />/ <br />ASPHALT <br />I <br />- -591- <br />/ <br />AT <br />7 74�CHAIN <br />X <br />spy <br />\ x <br />l <br />R <br />- - <br />'�� <br />/SDB2CBTYP 8 <br />h� <br />---592_- - <br />1157DCB ASPHAL <br />RIM590.83 <br />/ -590- <br />9600 HOLLY DRIVE <br />x <br />\ LINK FENCE�°h' ®` <br />\ <br />\ <br />v \ <br />E <br />ASPHALT <br />--- <br />MW MI.75 x \ <br />E SE 12aAP • <br />IE NW 1YCUP 584.10 <br />_ SUMP .9 <br />/ IE 583.92 IN <br />IE583.9212"SOU S l <br />/ <br />EVERETT, WA 98204 <br />/ <br />8' CHAIN / <br />I x LINK FENCE / <br />/ <br />l - \ / - - - 12' DUCTILE IRON - -591- ^ - - - <br />y1 / Win -- _-_--_ML- / W- ____W --- -)N�_� <br />\�px` / , / - 593 __ ---- _ _ UTILxf�c,�essrvtvis� <br />-EXW�4T€R1E 5�` + <br />W <br />26LF12/ <br />12 <br />W- <br />CONFORMED <br />(AgS1ZMED) 1 <br />593 -" <br />CPE1.0% <br />/ <br />\`--- <br />/ <br />�� <br />oR1�1�09Z8�\31\ <br />DOCUMENTS <br />y <br />• °° <br />/�' / \ / <br />� SD / <br />�/ <br />�� tl• <br />/ <br />SD B1 CB TYPE II - 48 <br />08/05/2022 <br />x // <br />/ <br />593 <br />-A NO PARKING -' '�/ ` <br />I \ \ RIM 590.36 _ <br />0 NO PARKING ASPHALT �SPEEDIIVIIT 70 , \ IE 583.799 12"(IN)JS0(kU \ / <br />D �( 1 ` <br />This drawing is: <br />C <br />I <br />/ - - - - - - <br />- - <br />dW <br />NO PARKING GATE ASPHALT gy 589.05 0 <br />v <br />UTILI ROSSI, t'II <br />yu j <br />12 OUTS <br />� <br />EX) 1 <br />1. Copyright 2020 Dykeman, Inc. <br />C <br />I <br />/ <br />/ <br />E S 12'CPEP 589.05 <br />SO E W 12*OU 569.05 <br />EX 4" ELEOL IE 587.4± (ASSt� ) <br />112" STORM TOP 4.97 \ <br />INT C,EPT STOR <br />/ / <br />Sexes <br />2. The Architect's Instrument Professional Service. <br />For Obtain Architect's <br />x I <br />/ <br />�P 588,0 <br />--Z J <br />\ <br />3. . <br />use on this project only. <br />written permission for any other use or reproduction. <br />/ <br />/ PEED <br />LIMIT 10 / <br />y�� <br />1 1171 D NN So <br />I <br />\ <br />PROJECT <br />/ <br />STOP \ / <br />\_ \ \ <br />h IE W 16'CNP 58328 4 •b� <br />I <br />/ <br />SIGN STOP <br />SIGN <br />} <br />E E 12'CNP 58113 - I z. <br />IE SW 18'CONC 5B3.13 \ �� ti.J <br />2020-009 <br />E <br />ASPHALT <br />\ \ <br />N N 12 P 583J3 <br />_ <br />\3 <br />E NW 10CUP 58133 <br />SUMP580.5 <br />/ <br />REVISIO <br />\ \ \ \ \ <br />\\ \\ <br />\ <br />MARK DATE DESCRIPTION <br />--- --_\ <br />\ \ <br />--- \-- <br />/� <br />\ <br />38, <br />c \ <br />_ � _---�� <br />- - <br />RFI-005 11/30/2022 <br />STORM REVISION <br />/ 592-Ix <br />\ <br />-- <br />RECORDDRAWIN <br />-- <br />I <br />- sD� <br />SD <br />c tl <br />c1' <br />,`�P��I� <br />\ \ I I I I 1 1 ,---------�`--- <br />1 I I I I t, (x _ <br />��� ��`� <br />---_ <br />- - - <br />This Record Drawing has been prepared, in part, <br />5391DNN <br />RIN MIS <br />.. ; :..5 � � � � � - <br />-585� <br />- _ <br />I I I I <br />based on As -Built information provided by <br />�,,�.�,,� <br />� �, �.�` <br />+ _ _ <br />SE� ED -, <br />`�--__J__ <br />others. Though the as -built information and this <br />r E PROJECT TURBIDITY&pH <br />- MONITORING LOCATION <br />�, +� <br />drawing are based on the best available <br />I <br />� <br />_ <br />information, no presumption should be made <br />B <br />B <br />PROJECT TEAM: <br />regarding the drawing's accuracy. <br />Jim Kn a p pe rt 01/08/2024 <br />PRINCIPAL CHARGE: I JAJ <br />PROJECT MANAGER: I JAJ <br />PROJECT ARCHITECT: I <br />Permit Inspector <br />JOB CAPTAIN: I <br />SURVEYOR ;S CERTIFICATION <br />l HEREBY CERNEY THAT THE AS -BUILT MEASUREMENTS SHOWN HEREON ARE TRUE AND CORRECT TO <br />THE BEST OF MY KNOWLEDGE AND BELIEF AS SURI2TED /N THE FIELD SEPTEMBER, 2023 <br />DATE.' <br />SIGNED' 0 0 00000000 000a000avo 0 <br />MICMEL R. MERRITT, P.L.S o° SUM"?, o <br />�o ®A e <br />DRAWINGo <br />� ®�• o <br />°��®� 6� <br />STORM DRAINAGE <br />A <br />A <br />PLAN <br />0000000000 0000000000o <br />DRAWING NUMBER: <br />C4002 <br />1 <br />2 3 <br />4 <br />5 <br />6 <br />pr­ <br />AM <br />