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3618 W MUKILTEO BLVD 2022 SITE WORK FOR HARBORS EDGE TOWNHOMES Plans 2025-08-07
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3618 W MUKILTEO BLVD 2022 SITE WORK FOR HARBORS EDGE TOWNHOMES Plans 2025-08-07
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Last modified
7/28/2025 11:27:14 AM
Creation date
7/28/2025 11:23:04 AM
Metadata
Fields
Template:
Address Document
Street Name
W MUKILTEO BLVD
Street Number
3618
Tenant Name
SITE WORK FOR HARBORS EDGE TOWNHOMES
Permit
PW2205-022
Year
2022
Notes
SITE WORK FOR HARBORS EDGE (ULS)
Address Document Type
Plans
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SE1/4 SW1/4 SEC. 34,TWP.29 N., RGE.4 E.,W.M. w <br /> a <br /> 0 <br /> 0 <br /> N_ <br /> K <br /> N <br /> EX. CB 8223, EX CB <br /> STA: 97+92.24, 22.32':RT c <br /> 155 ....................................................................934.99RIM=134 51 .............. .......................................................................................................................................................... 155 E <br /> 131-.541E=43i-41:(12" IN E): I, : ..- g <br /> 131:.541E=131.41 (12" IN W): n >m N <br /> 131.541E=131.41 (12" OUT W) p+ <br /> CB 1. TYPE 2-48": p. uj ci 3 a <br /> ' ........:.........:.........:.........:.........:.... <br /> 150 W/ SOLID LID...............:.........:.... 0 �:.........: 150 3 <br /> PVI STA:98+50:32 w <br /> PVI'ELEV:1'�6:d2' - + '. a a. <br /> 97134.41 STA: "-"-�,=,9 z#:BS RT ,��, <br /> ]34.41 RIM=43:4.94 22.3E K:97.00 x y <br /> 130.291E=+36 42(12" IN E) 75.00' VC p w�Q JI 5 <br /> 127.311E=1�2-(12- IN SE) roa mn o alnw a.- <br /> - . <br /> . ........127.161E=+39 4? .(12 .OUT W).. .... ...' ri Mi <br /> 145 ......... ......... ......... ......... DO �........ ......... ......... ......... ......... ......... .............. ...._ _ -----.. 145 Ew•. :.RF9 <br /> .:... �M................... M... <br /> +� +� <br /> REMOVE EX. rnw EXISTING CL GRADE: rnl;.i d� '____ -647 <br /> v U m : : AND'�j UI M : : : ___ -- Andr .C.Reav <br /> NOT INSTALLED6B-4-B�'PE� + > ADJUST RIM > - __ _ --- �E.d µ •, <br /> p aj O_w <br /> 140 :.........:.........:.........:....... .....:.moo.. .........:.... ..:....m ..: ......:...... TO:GRADE. ...... --_- ...I.a. ..... T-.--..-. ---- 140 PF 31:57 <br /> - Q<o RE= 138.15. -L -- <br /> N� PROP. FLOWLINE:GRADE $ <br /> :REMOVE <br /> .EXISTING aw <br /> 135 ......... ......... ......... ... .....:STORM....:.. - _272% ----- .. .Y.... - __ --.-. --....... ......... ....!..L. .........: --___ 135 <br /> _ - 0.. <br /> 12" PVC 1 - ___--�� <br /> ----- - - S- U :98+88.5,_=_____-= - J co <br /> __---- _- . o.5ox , _ <br /> 130 _.... _�.-........ ................... _>__ .--..-.--. iQ!. ___a-..- A/3s a-- - _ . .e, ., .RTt6 ..... 130 J Lu o <br /> Q of e� <br /> 1 a.VIC . . c6 s, TYPE.?: ....... ..�u .sTA., 1&34' so' <br /> I'"r- 1 W/SOLID LID__--- ___-- RIM=13;1-oT137.85. w <br /> L----:--- ____-- --.-- u O 3.52X _ -- 3 _9�+3r88; 2RT _ ��� IE-1313'6.966(12 S) Z h rn <br /> IE=' (12" E)133.65 o EXISTING SANITARY SEWER W Q <br /> A/B 118LF 12" PVC LL /B34LF - C- - - - .13' IE=+33 8•(12" S)133.65 10 w w <br /> 125 ..LI.........................S-0.58%................L_ .-- 5� °a --- ........... .................................. ......................._a..0;50X.... .. "PVC.............. ... 1 25 Q <br /> 0.5_9z ___ S- 's 0 Lu <br /> mx <br /> _:------=--------- CB'1A, TYPE 2:Q. STRUCTURE 10,: : CB 10,:TYPE 1 : : : : : : : : : : W rn j <br /> • E6 ---- 97+22.65STA: _'.__�-r-_ -�RT21:43 M 2-CONTROL MODULAR WE 2 W SOLID LID W <br /> =-STA: 96+04.66, 21.40' RT 133.15RIM-153..4e• F 12" PVC SD H 2 CO (� <br /> 120 ... RIM-!29.F2129.49.............. S�g.2%......... STRUCTURE........................... .... 24:1.........98+86.35STA.^"moo-rooiT..2z .RT.....................................................................................: 120 Q o <br /> 126.291E=t46-47-(12" E) 126.991E=+Zn6-95'(12":IN'E)''''':''' 0,32� SDMH, TYPE 2- 72" 1; 138.39RIM=+39:�4 fn <br /> IE=129.61 (12":IN NE) 97+66.57 STA: "T-r66Ts,36-5� RT135.801E=435:9�(12" N) <br /> an <br /> :EX. IE=126.6E (12" W) 136.70RIM=13 34 34.35 C4,5 <br /> 126.991E=9-26:95 (12";OUT W) 133.971E=+34.20 (12" W) <br /> 127.301E=123:z5 (12" S) : IE=135.95(12"S) <br /> 115 127.261E=1-27.26 (12" NW): <br /> (0 O O r aI (0 N N aI M r O M a0 N (0LU <br /> N M UJ Y�0) M) Mj VJ ^ r OJ m M.0 7 U) W M [p 7 N p M) W M p <br /> w p M p M IM aMl as M M L6 c0 rp rU, r^ M m06 OOi OO 7 Mnl MMl 4a 0 CD J <br /> 22 <br /> M MM r�M MM M r7 r�M a M a v a a a a a a w W LL <br /> r M <br /> 0 <br /> w w w w <br /> of p a <br /> 96+00 97+00 98+00 99+00 100+00 101+00 w w <br /> WEST MUKILTEO BLVD PROFILE z <br /> Q <br /> 6' a Q 06 <br /> 0 <br /> " S RECORD DRAWING = o <br /> x THIS RECORD DRAWING HAS BEEN PREPARED,IN PART,BASED <br /> o� ON AS-BUILT INFORMATION PROVIDED BY OTHERS.WHILE THIS <br /> XINFORMATION IS BELIEVED TO 9 BE RELIABLE,NO ASSUMPnON SHOULD BE MADE REGARDING THE ACCURACY OF THIS RECORD <br /> c7 DRAWING,OR FOR ANY ERRORS OR OMISSIONS. <br /> 0 2.5 5 10 <br /> A�araw C.RaA""s 12/12/23 VERT. <br /> PAR IS ONE INCH ON ORIGINAL DRA <br /> VERIFY SCALE <br /> 5WING. <br /> sICNED eY �"� DATEScale In Feet <br /> 0 10 20 40 IF NOT ONE INCH ON THIS SHEET, <br /> a Andrew Reaves,PE,Senior Principal HORIZ. ADJUST SCALES ACCORDINGLY. <br /> �3 PRIM NAME&TITLE Scale In Feet SCALE: DATE: <br /> AS SHOWN 1 12/11/23 <br /> DESIGNED BY: CHECKED BY: <br /> �x KDS/TB ACR/SS <br /> PACE PROJECT NO. 21586 <br /> F <br /> CALLBEFORE <br /> �x YOUD�G811 REV1122-001 SHEET C4.2 <br /> o o RV (�) <br />
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