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1 <br />2 <br />3 <br />4 <br />5 <br />6 <br />Call before you <br />Dgg° 8-1 -1 <br />or I-800-4245555 <br />UNDERGROUND <br />SERVICE (USA) <br />0 10 20 40 <br />° <br />SCALE 1 „=20' <br />..tdykeman-Header-Standard-23614708.tif <br />LEGEND <br />PROPERTY LINE N 793rO6' E - 46.81' <br />E <br />_ \I <br />I/ <br />I <br />1 <br />I <br />1-4 I\ <br />STORM DRAINAGE PIPE 8'SD s <br />o- 1 ® • ❑® <br />YD/CO/CB/CB 2/MH a o <br />E <br />\) <br />I <br />I� / <br />L J <br />CONSULTANT: <br />/ x 1 <br />/ <br />v <br />x <br />I� , I x / <br />rO�jO <br />DETENTION PIPE <br />FOOTING DRAIN ----FrG---- FTG---- FrG- <br />\ " <br />CA/ <br />I %I <br />AJCE Logo Stacked-FC.tif <br />\ PN IC <br />rABIE / I <br />I <br />I 29 D C8 <br />/ <br />/ x x <br />/ <br />I <br />SEE SHEET C4.00 FOR STORM DRAINAGE NOTES <br />` <br />x PA9 I <br />I E N OW 589.12 <br />I <br />/ <br />E s 6 <br />SEE SHEET C4.20 FOR STORM DRAINAGE PROFILES <br />559Ji7�/ <br />SUMP 588.1 <br />x <br />/ <br />- �I <br />N OTE: FOR STORM PIPE TRENCH SEE DETAIL 13/C4.10 <br />�i <br />i, <br />41 <br />C aaE \ <br />PAD I i <br />I <br />�\ V I <br />/DIRT <br />MELD <br />I <br />LO <br />I I I I I LII�ICH P <br />• <br />x <br />I \ <br />1\ I <br />\ <br />X ME I i% <br />❑ / <br />_ JI PLAY <br />AREA <br />/ <br />/ <br />X \ / I <br />X �- <br />I I <br />I i I I/ < bG \ I <br />----599-____-- <br />PROJECT IDENTIFICATION: <br />D <br />�c4 <br />D <br />x\ � <br />,\ <br />\ <br />4 CHAIN <br />LINK FENCE <br />°--� ems. <br />9: N 8•CPEP 593.00 <br />�(�,RBALL <br />/ I <br />1 <br />CHALLENGER <br />, ► .� N I� <br />/ <br />ELEMENTARY <br />SDA 59:7.4CB 597.3 <br />RIM�,597.39 / <br />/ <br />IE �-m-^-r1=-12"(IN)S 589.18 <br />$ <br />S98 <br />\ <br />� � - - \ <br />X X <br />X X X X X X X X I ��� <br />CONNECT TO EX _5g8' <br />I �J{J <br />J / /1 \ <br />/ <br />SCHOOL <br />STAIRS <br />W/ <br />CATCH BASIN _ - - - � _ <br />\ \� <br />IE 589�12"(OUT)E 589.18 <br />SEE DETAIL (TYP) /� <br />10 <br />ILI C SSING \ , <br />6" R IE 592.9t(Ass HAND • • <br />TOP590.24 -598 <br />_ - - - - - - _ <br />IE 58�2 12"(OUT)S_58Z18- -598-_ _ _ _ _ - - - - _ _ _ - J / v <br />- a----------- � �\ <br />FOR <br />8' CHAIN <br />LINK FENCE a•i <br />�59 _ <br />�____8- __�- <br />5� _ -- _-_ __-_ <br />/ / -- -- - <br />_-596-- <br />_ _ � -- -595- - <br />- IEEB•P�70- - - -595- ------------- ---- <br />��/ // \ <br />/ I <br />MUKILTEO SCHOOL <br />X X X X X <br />----------------- ------ - - - - - - ----------------� <br />--- - - - - - - - - - <br />J <br />-600- /- <br />( TIEWALLFOOTING -597-- _ <br />\DRAIN TOB��Il9 -- <br />596--- - <br />--- ___ <br />4- <br />IES12'CUP587,71---------- <br />-ING 567.R__-_-- _ , <br />-593-St9AP55- 592-----------592� �_--- <br />---/ <br />- \h <br />DISTRICT <br />- - - - - - - __ <br />--------------------------- - - <br />- - - - <br />IFOUNDATIO BRAIN -_.- <br />_- <br />:.: rn __ <br />�^ <br />\-- <br />SD SD <br />-597- - - <br />-- -- <br />- - 598- - - - - - / <br />` �--598 1 2 <br />INN WAL \ <br />\'� <br />• ro S <br />J ° /� <br />SD SD SD <br />�- <br />AT <br />_ _' <br />ASPHALT _ _ -597 <br />PROTECT EX FIRE S AL <br />HYDRANT AND <br />3 4 <br />2 <br />FO TIN (IT ) <br />s O s 4 / <br />�) <br />861759Do� I ` r <br />6: N SCPEP 587.93 \/� / <br />N 24 LF 12 IE E B•PVC 587.93 \ �� <br />9600 HOLLY DRIVE <br />-� r DUCTILE IRON BOLLARDS TO REMAIN <br />W W �- W W W W <br />- <br />20 <br />- <br />si9 8• <br />CPE 1 <br />� / ro I Cr) <br />�n E <br />U �R W <br />qEP 0.7% IE W 8PVC 587.93 /n \� <br />ASPHALT SUMP I\ <br />W / _ <br />- <br />EVERET A 98204 <br />� <br />------ffrm <br />- - ------------------596------------- <br />------ _ D <br />- - - - - 4-CB-TYP -597 <br />@ <br />- - - ® SD <br />----� ---- <br />2� 12'� EP @ 1.0 I E <br />--SD <br />r <br />E %� <br />\ h <br />RIM _5.42_68 _� <br />---12-"�(N)W589.49 <br />r, <br />-, ... a. <br />v / N <br />/ X <br />-- - --595---_ _ <br />TT E <br />--596 z-o-_ <br />IE889.47 9.49 `� <br />-.- <br /><: T ... :....,..... / <br />- _ _ i TTCHFASIN.I DRAIN I <br />< I \ <br />�n <br />` n <br />//�� <br />CONFORMED <br />E <br />f� <br />-__ __--_594-------____ <br />_ <br />------------ <br />v�i,Ny <br />T <br />_-__ - _,W <br />------CONN€CT� - - _ _ <br />,... �:`� _ <br />TO <br />E �..-'.��_:�_: :. ��. " T�G`ATCH BASIN. INSTALL <br />._.• SDA2CBTYPEII-48„4fgTSEEPCOLLARFORPERF <br />p <br />�.� RIM596.825 T SOLID PIPE CONNECTIQNr- �• <br />W <br />/ �� E <br />I \ <br />��o \ / \ <br />I ro08/05/2022 <br />DOCUMENTS <br />SD SD SD SD <br />•'-= - r. ' • '�` IE388 68 12"96 <br />����p CATCH BASIN - p 588.72 I: <br />SD •! SEE AIL <br />'' CIE-688�Pr12"( <br />o SD Al C II - 48" \ <br />I \ / <br />\ / <br />-5 <br />IE�8y-5EF12"(OUT)E 592.70 / v <br />•" <br />'° �. <br />. ' ��. <br />' <br />T)E 588.72 I . <br />IM 592.58 1 <br />3 <br />C <br />3119 D CB J118 D CB66 <br />RILI 592.83 RILI 59273 <br />& E 1YCMP 5M.43 IE E 12'CMP 590.43 <br />✓ <br />N 8• <br />�'.. ...: . �i : . '. :I'\ <br />i �• ; ! <br />3 ' . S`' a . \ I <br />v • ^ '' FOR TYPICAL <br />o <br />'i r+ <br />DOWNS T 6 SD Q I <br />12"(IN)W 587.43 I <br />IF (IN)N 587.56 / <br />\ <br />/ <br />\ <br />This drawing is: <br />1. Copyright 2020 Dykeman, Inc. <br />C <br />E S 4' CPEP 59f.B3 & Sr 591.38 <br />IE S 6' PVC 591.6E 8 W 12' DIP 59068 <br />SUMP ' PVC <br />- - - - - <br />r - - - - - - - - - - SUMP 58&7 <br />IE E 12•CNP 589.50 <br />E S t�VC �'09 <br />--------lE W 12 Clm 58950 <br />ti: <br />- ' "' ; , ^'' RIM TO GRAD <br />CONNECTION SEE DETA 10 <br />Y • --�- a . ' /� <br />• -' _ c s� FTG . -- IE 588.48 12 <br />E ( ) W 587 9 <br />I 6" IN S1 L 3 <br />17 LF 6 I 15 (O � �.1 - <br />7t 9 / <br />C _ I <br />1 �\ I / <br />_ / <br />7f <br />2. The Architect's Instrument of Professional Service. <br />3. For use on this project only. Obtain Architect's <br />written permission for any other use or reproduction. <br />- - - - <br />- <br />- SW 5 IMI - <br />a <br />+ / <br />\\ SEE DETAIL (lY5) ¢ <br />VC@ .78 / <br />� <br />PROJECT <br />_ _ - r l P I �� <br />F------------ ` $�C ICI <br />7T7 ice\ 'r T v SS 1 CB TYPE I a.i ' I o rn W Z / SD 5E1.66 I� /1 \ i FENCE <br />LF 12 CPEP @ 1.0% W/ DOWNTURNED ELBOW Z INK <br />- <br />F/F 593.71 F/F=593.69 <br />/� / / <br />F/F=593.723 <br />F=593.73 �' <br />/F . ` • I DRAINS TO SEWER. SEE <br />\ c�: <br />6" WYE <br />\ <br />y NO PAR <br />ae / IE "(IN)N 586.89 <br />LL ro rn •. "(I <br />_J IEN)W 587.62 <br />ING <br />IY I <br />r2020_oOn <br />f <br />COVERED PLAY STRUCTURES <br />UTILITY PLAN SHEET C5.01 <br />SQ•v': I <br />\� 69 <br />FFE 593.72G ! <br />�r 4 <br />M g� n 5 OUT)S 586.89 <br />�� / <br />I / <br />^ <br />G .7 <br />DOWNSPOUTS COORDINATE <br />W/ ARCH'L PLANS <br />: <br />SEE DET P) 5 <br />F <br />< <br />• <br />I v <br />I <br />\x <br />REVISIONS: <br />22 LF 6" DSI <br />i� <br />(\l <br />MARK DATE DESCRIPTION <br />PROTECT EX BUILDING TO REMAIN ,,•. <br />`....' : <br />TIGHTLIN <br />�, I TorCH <br />F/F=593.72 25' WA797 F/F=593.71 •., <br />F/F=593.72 25•�1IN F/F=593.72 <br />CONTRACTOR TO PROTECT <br />. EX ROOF AND BUILDINGS <br />I - :. <br />I I 15"(IN)N 586.63 <br />I <br />Sawa <br />a DURING UTILITY AND PAVING <br />29 LF " DS <br />I <br />D fS <br />ACTIVITIES IN THIS AREA <br />TIGHTltINE I r <br />591.4 <br />I m cMP 57 1 W <br />1Kxy �, \ <br />_ <br />I a <br />a <br />o o <br />. ; .•. •. �. <br />PROTECT EX BUILDING TO REMAIN - I @ 0.5% I��N� i 6 <br />AS HALT I I E W 1� 7 <br />6" 45 E� V� <br />X x <br />r� M M �WAIER M <br />: ,' <br />BUILDING FOOTING t '•'' <br />I DRAIN I• <br />TO EX <br />IE 58 TCH B I <br />1J <br />1 I roE 1 0 0 <br />-- <br />M M M .. • <br />0 0 O 0 '� . •• , ... <br />•' <br />(TYP) i <br />- � SEE DETAIL I <br />DE L <br />I I 1798 D CB <br />I RIM 595 B <br />I A R81 58&91 <br />111�'v� y <br />^ \ % / <br />1------------------- <br />-------' :. <br />IF- - - <br />I 19 ... <br />I a.s i + <br />IE 6'(IN)W IES1 58631 <br />i q-I SUMP 5852 \ <br />I I <br />'+•" <br />E E <br />- 4898 S MH <br />1 <br />i i• �F/F=593.7 gM 593P 587� <br />NO PAR <br />/ \ <br />) '.: <br />ING <br />\ <br />RECORD DRAWING <br />I I <br />593.72 I I E •®E <br />\ 4963 D (a <br />RIM 6�P� <br />m SW 5 PVC 587.71 <br />•' I .' a .-.,� <br />a`- �•F�.^.. , . ' . ' <br />F=593.71 _� Sb <br />® / <br />': • <br />1� <br />I / <br />I I\ <br />This Record Drawing has been prepared, in art, <br />g p p p <br />based on "As -Built" information provided by <br />�1 <br />IE S 12 CUP 21 <br />I'. 1H' <br />II <br />;:: I <br />\ <br />/ <br />I <br />others. Though the as -built information and this <br />B <br />- <br />0 I ! I SUMP 58&34 _ 0 F/F=593.70 • 1 I / y drawing are based on the best available <br />6 45" ELBOW \ I1 <br />59127 I I 4962 D CB <br />5X12 MW 593.18 <br />589.87 K N 4'ADS 590.48 <br />I <br />590.25 I <br />\ <br />1 •E� I <br />\ J PROTE T EX PLAZA AS <br />- <br />, <br />I..• <br />IE 590.74 5 I <br />PE • ; .. . <br />/ <br />_ \ <br />v 1 <br />UTILIT/ R (�►G v 2560 D CB <br />8M1,98 c <br />EX 4" IE ty1 w / <br />I I I <br />I x I /I <br />1\ <br />I/ �/ <br />information, no presumption should be made <br />regarding the drawing's accuracy. <br />• <br />PRINCIPAL IN CHARGE: I JAJ <br />E S 12'CMP 590.35 <br />587.97 I I F W 4 ADS 590.82 <br />0 1 '•E REQUI ED UNLESS <br />I \ , <br />I II <br />C. 9.9t ( 587.0.i ASPHALT <br />6" ST T P 68.81 SUMP 586.9 \ - <br />p <br />\ <br />P �i�/ <br />Jim Knappert 01/08/2024 <br />PROJECT MANAGER: I JAJ <br />I F <br />I� <br />` J <br />NOTE OTHER P <br />( <br />+, <br />F/F=593.70 �I <br />--- <br />�I <br />/ <br />EX $119 $ / \ c� GATE <br />/ �� <br />Permit Inspector <br />PROJECT ARCHITECT: I <br />JOB CAPTAIN: <br />g <br />...ti .. <br />74 i i 4960 D CB <br />s IE E 6PVVCC �52 0 <br />1 v • - <br />l <br />/ <br />SURVEYOR ;S CERTIFICATION <br />I I RN 591.27 <br />IE N 12'CPFP 589.45 <br />I I <br />& SE 4 ADS 59139 <br />F S 12•CMP 590.32 <br />I F- <br />h Tn \ \ <br />/ v <br />I <br />IE E 12'CMPP M9.37 <br />I I IE S 61PW 50.63 <br />I IE W B PVC 589.95 <br />5 1 SUMP 56&54 <br />` <br />4865 D CB I <br />I <br />I / <br />1 <br />/ I \ <br />\ <br />'(/� / I \ ^ <br />l HEREBY CERRFY THAT THE AS -BUILT MEASUREMENTS SHOWY HEREON ARE TRUE AND CORRECT TO <br />THE BEST OF MY KNOBIEDGE AND BELIEF AS SURl2TED /N THE f7ELD SEPTEMBER, 2023. <br />I F <br />SD SUMP 58&12 <br />_ \ <br />l <br />RIM 59280 <br />IE N ItCMP 589.12 I <br />IE SE BPVC 589.55 ✓ <br />59193 <br />IE N 18'Clm 58533 I ° / <br />/ `IuI' <br />j1Tur' ! <br />DAIF. <br />g <br />J <br />PoM 59,121 L <br />IE N 12•CMP <br />1 <br />6: SW 12•CMP 589.051 I/ <br />SUMP 587JA I <br />IE S 15CPEP 58&28 <br />E W BPVC 58&63 I / <br />IE W 6•PW 588.28 D MN <br />I� <br />\ NO P <br />\ ASPHALT c� <br />I <br />$ <br />�. <br />eo0000000 OOOOOOOOOpo <br />SIGNED. e <br />MEMEL R. MERWT, P.LS <br />=593.7 I E <br />••E E S 41Yf�IP <br />, <br />SULIP 5BM3 _ i4 <br />14 <br />/ f m <br />I 1 <br />I I s <br />I \ <br />I/ \4BA1- / <br />E 588 <br />R. <br />Sp \ 41 <br />F/F=593.73 <br />I N 12' <br />I IE S 40' °583. <br />I <br />I \ <br />\ <br />/ / / / / / <br />2 <br />- IE N 121CMP se&o6 <br />`�l <br />\vJ `. <br />/ / <br />/ <br />/Ll /1�1J` <br />j I 1787 D to <br />I I\\ <br />�K\ <br />o � 48 69 $ <br />II I------I�SE12'CIIP587.76--------- <br />0 IE S 4•ADS 588.56 <br />L i - <br />IE W 4� <br />a ---o--c <br />' ' <br />/ 11EN18•CPEP5B0.4 <br />/ <br />I� <br />\ <br />I <br />I / I <br />� <br />M S Smb �7 51 <br />M <br />i IE SE 18' SUMP 4.80 <br />/ <br />f / <br />x <br />I <br />000000000 000000000 <br />5390 D AN <br />/I <br />P (� 1785 01MH <br />1 <br />STOP_____LZ <br />DRAWING TITLE: <br />7- <br />ji <br />A- <br />MATCHLINE - SEE SHEET C4.02 <br />STORM DRAINAGE <br />A <br />PLAN <br />DRAWING NUMBER: <br />C4001 <br />1 <br />2 <br />3 <br />4 <br />5 <br />6 <br />