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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
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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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SEI/4 SWI/4 SEC.34,TWP.29 N.,RGE.4 E.,W.M. w <br /> a175 ...................................................................................................................................................................................................................................................................................................... <br /> 1-8 <br /> w <br /> 0 E; w <br /> IiI !li - HIGH PT STA: 22+79.73 <br /> 0) IT! 170 ..................................................................................................................................HIGH,PT,ELEV:,157.97.................................................................................................................................................. <br /> PA STA:22+67.08 EXISTING CIL GRADE <br /> m <br /> C21 5. -RV4-ELE)&15aA-6- PVI STA-.25+02.12 <br /> PVI STA:21+23.52 ------7--- K:12.35 PVI ELEV155.81 <br /> M <br /> to 0 T.;* PVI ELEV:153.78 50.00' VC 75.00'K:16.49 <br /> -4 -0 K:8.64 VC <br /> 165 .........................................................I-VC............................... ................ .................. ...................... .................... <br /> > on o ................ ........... . .................. <br /> c� z w <br /> 4 ++ <br /> Q N <br /> N w 0 m <br /> + L C) <br /> m 6i j>I <br /> CL* PROP CIL GRADE 6 w <br /> ..... ...... w 8 .- 0 ****** _J En Z3 z 160 .............................................. ....... 5�').......................................... ................... .... ................................................. ........ 0 D <br /> 6i a. 0 0 0 <br /> > < <br /> w <br /> 1.00% OL S F 0 ) <br /> 13 W W <br /> ;t cnI 3.05% -i On <br /> w Lu z z m aj <br /> 4 <br /> 155 ..................................... z lt�Cd .................... ....... .................................. ............. F) Fn L) 1:5 - <br /> 0 0 <br /> 0 <br /> 5. <br /> ,e 39LF 12":PVC 76LF 12" PVC w I <br /> + S=-0.55% 2 <br /> + 00 S -1.71% Of z <br /> �mm 52+ I" ?".Pvc...-.4 .... .................... .......... ............................................................................................................................................................................... ................................... ....... <br /> 150 .................. <br /> w S-4.2 <br /> t <br /> CB 5. TYPE 1 - + <br /> STA:-24+31.24, 13.65' LT Lr) <br /> II: haw RIM-w 157.19 N <br /> IE=1:53.57 (12" N) <br /> 145 <br /> IE=1:53.57 (12" E) <br /> ...................................................................................................................................................................................... ..................... <br /> CB 6.TYPE.*1*-** - ******** - (1) <br /> STA: 24+00.00, 0.0 <br /> 01 CB 4, TYPE 1 <br /> CB 8, TYPE 1 STA:.25+00.00, D.00' <br /> RIM=156.8:1 <br /> STA: 21+05.78, 0.00' IE=153.78 (12" W) RIM=.155.45 CB 4A TYPE 1 W/ J3 E <br /> RIM=15i.92 IE=152.30 (12: OUT N) SOLID'LID: cz <br /> STA: k2 <br /> IE=148.92 (12" W) IE=152.27 (12 OUT....... .S) A. 25+51t94,.1.41'.LT <br /> 140 .................................................................................................................................................................................................................................................. ............ .. ... 2 <br /> RIM=153.07 <br /> IE=150.07:(12" IN N)- <br /> 0 <br /> IE=150.07:(12" IN S) 2 <br /> C5 <br /> 135 ............................................................................................................................................................................................................................................................................................................... <br /> 130 <br /> 0 0 0 n N ,n ,`1 � ,0 0 <br /> 6 <br /> q aq cI <br /> �2 w) . j oo 4 No u) L6 4 L6 4 u) 1i 0 un 6 <br /> Nm .16 10 <br /> :t 00 �2 �2 �2 �2 �2�2 �2 <br /> 20+00 21+00 22+00 23+00 24+00 25+00 <br /> .....................................................HIGH+:PT+STA:-26-07:30............................................ 170 PRIVATE LOOP RD PROFILE <br /> HIGH:PT ELEV: 153.39 <br /> PVI STA:26+70.20 L) co <br /> PVI ELEV:153.16 -j - <br /> Lu 00 <br /> LOW PT. STA:25+95.25 60.00' VC 0 <br /> . ..................................... 4..........LOW-PT:-ELEV:151-.'69.................. 165 C <br /> PVI STA:25+87.40 in 00 <br /> z -0) <br /> Lu <br /> PVI:ELEV:151.07: <br /> K:6.82 : <br /> + + ILL! <br /> 60.00' VC : w- I, LIJ <br /> Lj <br /> ............................ .........6i .............................6i. ................... ................. Lu <br /> O im N 160 0 <br /> m <br /> I`C4 lr�c4 <br /> 0 ur) Lu <br /> + <br /> ur) PROP CL GRADE w an > <br /> <c� <br /> Lu <br /> II Q o <br /> cNi Lu .......... Cl) Ln <br /> ..................... ...........EXISTING,CL,GRADE..................... 55 a) <br /> m <br /> 0 32.5% 2.007 <br /> --------------- <br /> Lu ............... .................. .............................. ..............: 150 <br /> w 0 Lu <br /> o : /-7- -j <br /> 0 w Lu LL <br /> 29LF-'W!-P-V.�:- 12:r- S=-O-6 % 0 <br /> IL <br /> ...... .......... Lu+ ...... .............................................. 145 w <br /> L0 6B,�:TYPE,1; 0 <br /> STA: 25+9 N 5.21, 0.00' <br /> RIM=151.69 - z <br /> < <br /> 11�=147.86 (12" W) <br /> lr=147.86 (12" E) 0 <br /> ............ ............................................................................. <br /> ............. 140 <br /> od <br /> 3i;:: MODULAR WETLAND <br /> in <br /> .16LF 12" PVC 0 <br /> Ix <br /> S=-15.22%: <br /> ...... <br /> ................................................................................................................. . 135 <br /> 0 2.5 5 10 1 <br /> VERT. - VERIF SCALE <br /> Scale In Feet BAR IS ONE INCH ON ORIGINAL DRAWING. <br /> 0 10 20 40 IF HOOT ONE INCH ON THIS SHEET, <br /> 12L, <br /> FEXISTIN.;CL j.-DE <br /> HOR12 <br /> Scale In Feet CALES ACCORDINGLY. <br /> SCALE: <br /> �2 DATE: <br /> 1p aq ` N 1) n <br /> N 05/12/23 <br /> c� c� AS SHOW <br /> �2 �2 �2�2 DESIGNED BY:ICHECKED BY: <br /> KDS/TB ACR/SS <br /> PACE PROJECT NO. 21586 <br /> 26+00 27+00 27+71.63 CALL BEFORE <br /> PRIVATE LOOP RD PROFILE YOU DIG 811 C4.2 <br /> UNDERGROUND SERVICE(US) REV1122-001 SHEET <br />
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