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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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fli SEI/4 SWIM SEC.34,TWP.29 N.,RGE.4 E.,W.M. <br /> 175 .................................................................................................................. .. .... .... .... ... .... .. . . .. ... .. .. .... . ... .... .. .. ......................................................... . ........................... ..... <br /> m 0 <br /> (1) 0 <br /> .............................. .............................HIGH-I ELEV:'157�97......................... <br /> HIGH PT STA: 22+7i.73 <br /> MM 170 .......................................................................... ..................................................................................................................... <br /> PVI STA:22+67.08 EXISTING CIL GRADE <br /> M PVI STk.25+02.12 <br /> ----RV-__F1 EV-158A_r�_ <br /> PVI STA:21+23.52 PVI ECEV:155.81 <br /> .K:12.35 <br /> 'a PVI EI 50.00, VC K:16.49 <br /> K:8.64 75.QO' VC <br /> ........... ...................... <br /> ........................ ........... .......... ................. co oj ...... ................t-4 414 3 165 ...........................................................6 .00?-V ........ 0 n 0 -7 C14 00' <br /> ap 6i": �1 0- <br /> "m <br /> 0 U, 0 <br /> + + <br /> MO 'i 4 <br /> m�2 cc"6j .0 <br /> 41 +7-� 0 <br /> + 0 C',u_j__ "Lj <br /> 0 &i> 6�,, o m M <br /> Qk <br /> Mii /-N cj . PROP CIL GRADE 6> 6i :> 03 m <br /> 160 .............................................. C.)....... ................. 0............................................. ................ ..... ......... .............................................................. M .... ....................... �j V) D , <br /> 0 <br /> V,) w <br /> 1.00% M D <br /> 0 H <br /> 0 Z <br /> 3.05.% _j N M <br /> w <br /> . .............................................. ............ ................................................................................................... ............... ....... <br /> 155 . ................ <br /> 0 0 0 <br /> C, : q Lu _J1 Ld <br /> m In 0 39LF PVC 0 <br /> 76LIr 12" PVC S=-0.55% j <br /> S' .71% x x z <br /> + <br /> + <br /> 0 <br /> IF P.VC........ . <br /> 150 cl .... .t_ ...................... ......................................................................................................................................................................................... ...........................n7 ....... 26.9. <br /> CB 5, TYPE 1 S.". <br /> STA: 24+31.24, 13.65' LT <br /> NO <br /> II: haw RII <br /> IE=1:53.57 (12" N) <br /> 145 /...... .. ..................................... ................................................................................................................................................... ......... <br /> CB'6;TYPE 1'' .. . . . .............. .. <br /> 57 <br /> TA: 24+00.00, 0. <br /> w CB 4, TYPE 1 <br /> S 60 <br /> ICB 8, TYPE 1 t STA <br /> RIM=156.83. <br /> STA: 21+05.78, 0.00' IM: 25+00.00, 0.00' <br /> IE=153.78 (12" V CB 4A, TYPE 1 W/ <br /> R .155.45 cA E <br /> RIM=151.92 10 (12- OUT N) SOLID LID: <br /> E f2 <br /> =148.92 (12- W) IE=152.27 (12- OUT S) <br /> .... ..................................................... Z� 1'.LT <br /> .... ............................ .......................... .................................... ..........................STA:.25+51194,.1.4 <br /> 140 .............................................. ... ..... .. .... ........ <br /> RIM <br /> IE=150.07 (12" IN T <br /> :-g <br /> Ci :W- <br /> IE=150.07:(12" IN S) <br /> A) <br /> 135 ................................................................................................................................................................................................................................................................................................. <br /> j WASly;,'. <br /> 130 <br /> 0 <br /> n n m 0 .0 n n n 0.0 n n n u) 3o <br /> rn Go �t 6 r,: <br /> o a) n I, m'n 1 1 6 a! <br /> Iq 1p (1! q 1p <br /> n j 0 Cj j 0 �r.: 0 4 L'i 4 0 0 u) �/ST <br /> 4 u) 1,6 1, 1, - 0 16 �,6 n ......... <br /> u) u) u) u) u) u) u) u) u) u) u) u) <br /> 02 (D <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 00 <br /> L) <br /> PVI ELEV:153.76 _j <br /> K:1 1.42 Lu Co <br /> CD <br /> LOW PT. STA:25+95.25 60.00' VC 165 00 <br /> .........LOW-PT:-ELEV:1-51-.69....... ...................................... <br /> PVI STA:25+87.40 rn <br /> z <br /> PVI ELEV:151.07. n Ld 4 <br /> K:6.82 t2 oo 3: <br /> + + w <br /> 0., LU I..: <br /> N > F_ <br /> .60.00, VC <br /> 00 0 <br /> r*I .......................w ........6i> ................ . ..... ..................... 160 < LLJ <br /> 0 ..... 0 <br /> 0 1,0 <br /> c� <br /> 00 Lu <br /> + + PROP CIL GRADE w 0) > <br /> Lu <br /> cS <br /> ....... ............... EXISTING CIL GRADE:..................... . . . .a. ........ <br /> w 155 <br /> 3.25%0 \ - <br /> v -------- <br /> -------- -------- <br /> ............... . ................. ................................ ........ 150 <br /> sI Lu <br /> 0 <br /> w <br /> ILL(1) w 0 <br /> 177LF 12" PVC S=-0.60% <br /> 29LF'Vg-P-V.Q- <br /> Ln S==0.60% w CL <br /> + ............. ....... ......................................... ....... 145 w LLI <br /> it Lr) I C 7,'TYWi�.... . <br /> 04 <br /> p STA: 25+95.21, 0.00' <br /> RIM=151.69 - z <br /> 18=147.86 (12" W) 0 < <br /> E=147.815 (12" E) w <br /> ...................... .................................................................. 140 <br /> STRUCTURE 31 Gal <br /> MODULAR WETLAND <br /> 11 5LF 12" PVC 0 <br /> 0 S=-15.22% w <br /> p <br /> .................................................................... 135 <br /> p p 0 2.5 5 10 1 <br /> VERT. VERIFY SCALE <br /> Scale In Feet BAR IS ONE INCH ON ORIGINAL DRAWING. <br /> 0 10 20 40 IF NOT ONE IN ON THIS SHEET, <br /> �111F <br /> 130 <br /> �,C <br /> 2L' 2- <br /> 2" + <br /> L0 <br /> 24, 3�65 <br /> ' LT <br /> 2 N <br /> C, 'PE 1 <br /> 4;EX1;ST1N;GC;L IGRADE <br /> HORIZ. ADJUST SCALES ACCORDINGLY. <br /> m 10 n m 1�0 Scale In Feet <br /> 0 710 '(0 SCALE: DATE: <br /> mI (P c4 As SHOWN � 9/26/22 <br /> C-4 c� <br /> Lo Lo U, Lo Lo <br /> DESIGNED BY:I CHECKED BY. <br /> KIDS ACR/KAG <br /> fl-Al PACE PROJECT NO. 21586 <br /> 26+00 27+00 27+71.63 CALL BEFORE <br /> Iffi PRIVATE LOOP RD PROFILE YOU DIG 811 C4.2 <br /> UNDERMUND SENCE(USA) REV1122-001 SHEET <br />
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