Laserfiche WebLink
LEGEND: <br /> CB(10147) - <br /> RIM 64 03 <br /> (W) PROPERTY LINE <br /> a°PVC IE s21.6a(w) <br /> 4"PVC IE 521,63(W) / <br /> 12"CONIC IE 521,51,(S) <br /> 12"CONC IE 521,46(N) s o/ SAWCUT <br /> FOUND PUNCH IN 1-1/2" / CURB /CURB AND GUTTER <br /> BRASS DISC IN CONCRETE ; <br /> MONUMENT IN CASE, 0 <br /> 0.5'BELOW RIM RETAINING WALL <br /> SSMH(10149) (7/14/21) <br /> RIM 527.74 -526- <br /> 6"PVC IE 517 70(W) /,- �;'- 540 MAJOR CONTOUR <br /> 8'PVC IE IN(S) <br /> 8"PVC IF OUT(N) miry <br /> z CB(10150) <br /> cTR CHANNEL s, ss RIM 529.44 / TBM 538 MINOR CONTOUR <br /> 12"CONC IE 526.74(5) <br /> 8"PVC IE 526.69(W) NOTES: <br /> CB(10341) 12"CONIC HE 526.60(N) O <br /> RIM 531,84 CB(I0151) <br /> 6"PVC IE 529.45(NW)` RIM T 22 1. RAISE EXISTING CATCH BASIN RIMS TO FINISH GRADE PER DETAIL 2, <br /> 6"PVC IE 529.24(SE)` 8"PVC IE 526.76 <br /> (11 FOUND MAG NAIL W/ __ SHEET C4.20, TYP. <br /> 93.17(R1&R2-HELD) FOUND 1/2"REBAR W/ CHILDRENS WASHER SET"1 v_ -528- <br /> CAP H&AI Ls 28074" PLAY EQUIPMENT CONCRETE 2. SEE LANDSCAPE PLANS FOR RETAINING WALL DETAILS. SEE C3.01 <br /> 93.09'(M) 0.T BELOW GRADE 200.0-FT RETAINING WALL SEE C3.01 FOR OBS: N.O.0'X. e V \OO yo FOR TOP OF WALL AND BOTTOM OF WALL ELEVATIONS. <br /> W. <br /> 0.1' `1 \oB N.0.1'X W.0.1' ROLL ATE v MBE R ELEVATIONS AND LANDSCAPE PLANS FOR DETAILS M -,1 \ 0 <br /> (7/20/zi)7; _ y <br /> -x-x xx o \ <br /> T <br /> _--`'S44_- I"DIA x 1"T*LQCONL..SAWCUT LINE I _ <br /> 7 CLFNC(NE) / I _ <br /> e'CLFNC(SW) / / I _- cns of Uu (TYP) I� h? ___ MATCH EXISTING <br /> 16((.`-HELD) FOUND 1/2"REBAR W/ / 1 PAINT"No SIGNAL` �I� ELEVATIONS AT CB(1008 <br /> 540 . <br /> CAP'TRP ENG 33125" / / - -_-- + �� TO EAST i \ SAWCUT LINES(TYP) / <br /> T 1 W/ <br /> )4.54(R2) O.1'ABOVE GRADE a 5a I_ is - s RIM CON' <br /> -- OBS: N.0,0'X E.O.I' S4j <br /> D <br /> y� <br /> CLFNC 47096'(C I �1Ti� I S �, '"" � .•/ <br /> FFE=545.9' RIM <br /> I MH 1.1-: <br /> j CB(10804) '-"�'-" `\\ f S�9 -53 F / 8'MPVCI IE 520.69(E) <br /> / COLUMN RIM 545 32 2' <br /> CB(11005) 4"PVC IE 543.04(N 'Y - /- � 8"CONC IE IN(S) <br /> RIM 544-03 ••TIMBER 4°PVC IE 54257(S sA I"� 8"CONC IE OUT(N) <br /> 6"PVC W/EBOW IE 542.66(E) STEPS 4"CPR IE 542.37(S �' 543 CTR CHANNEL 120,65 <br /> TOP ELBOW 543.58 - <br /> / CONC IE <br /> ¢ J <br /> / :•'� ,-. S f pp sSMH 10425) <br /> / RIM 530.2 <br /> GATE i j 6"CONC IE C2(sL <br /> PST j.. / 8"CONC IE IN ) <br /> J 9'CLFNC OUTLET F Q <br /> -) / 8"CONC IE OUT(W) <br /> / - W IE 542.7` O __c.l :TR CHANNEL 521.97� <br /> / FFE=545.8' I' `:,42.10 tr ) <br /> CB(20627) CONCF-z n o QJ <br /> 0 �Q i soup LID <br /> I 10' DIA STRUCT ALL STORY MA' In M 4?Q� 9 53311 <br /> RIM 545.54 ON CONGI 4 �� :ONC IE 531 3,,(E) <br /> / `STRUCTURE FULL OF 7802 Eta- <br /> 8'CLFI 'n h P CONC IF Sr7 6fl(S1 <br /> \ / I DIRT,UNABLE TO ASBUILT I' .; .; EVERFTT � <br /> I TPN:2805� 300700 6"PVC IE 542.49(E) <br /> B(20071 <br /> RIM <br /> 545 <br /> 6 6 PVC <br /> ) L=4. FFE=5458 SDCO : , FFE 545.80 <br /> a=Pvc FRo c�2O of // "PVC IE 5444d 4- \ro <br /> ) <br /> / IE 542.70(W) <br /> / CONCRETE BLOrH SD -FE=545.8' IArUM Z <br /> I AN, `.I'"' NALL SD vD WrtH P <br /> 1 0 SD T AMP RIN - rn <br /> RQ <br /> I t CB(20 1) - SHU'hh 1- <br /> I''O FFE 5461' RIM 54534 546.1 SDMHU Q ) SWITCH / 4 \ <br /> OIL I A EE P PAVERS Q '4 <br /> qy \COLUMN <br /> `UNABLE TO ACCESS PIP S ` <br /> &BAFFLES.STRUCT FILL D h�♦ ��/� <br /> `1 SAWCUT LINE(TYP)� <br /> a <br /> LEGAL <br /> 5 O� <br /> (4 AP C' CA, <br /> 51 E 'I' <br /> g I 7/TE: <br /> - 444-97(R1 S42 <br /> - <br /> s 40` <br /> v <br /> 30'INGRESS/EGRESS ESMT. <br /> REC.NO. 111911 01 0 711 FOUND MAG NAIL <br /> i AMEND-201617140667 <br /> W/LS WASHER \ <br /> 16 X80'INGRESS/EGRESS/ "HARMSEN INC LS 28074" <br /> �v UTILITY ESMT. OBS: N.0.1'X W. 0.2' \ <br /> S REC.NO. 199911010711 (7/13/21) �T <br /> g CB(10155) 5q2 <br /> 12"CONIC IE 53 RIM 5 / \ <br /> 12"CONIC IE 537.56(N) <br /> CB(10158) <br /> RIM 541.79 \ <br /> i 8'PVC IE 538.78(E)CB a <br /> G <br /> 10157 <br /> RIM(541.94 <br /> 0 15' So' 60' <br /> 1 inch=30 feet <br /> E <br /> 1 3/30/22 TJP KEC JDE CONSTRUCTION DOCUMENTS DRAWN BY DESIGNED BY <br /> ASSAWP TVJP ap0 EBER LMJ HYUNDAI SHEET <br /> 2 10/4/22 TJP KEC JDE PUBLIC WORKS PERMIT RESUBMITTAL #1 • Call 811 a°T resy7Nb9 <br /> CHECKED BY APPROVED BY o�` �o� 7800 EVERGREEN WAY, EVERETT <br /> two business day s 16015th Avenue,Suite 1fi00 ' O <br /> 3 11/23/22 TJP KEC JDE PUBLIC WORKS PERMIT RESUBMITTAL #2 KR? JIME before you dig Seattle,WA 98101 <br /> DATE JL 206.622.582z C3.00 <br /> Da 2�22 S C A L E: www•kptf.com GRADING PLAN - OVERALL SITE <br /> Op /OTSTC4 <br /> TONAL <br /> N0. DATE BY CHID. APPR. REVISION J 0 B No. :221D05ff77 AS SHOWN 1/23/2022 <br />