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SECTION 14, T 28 N, R 4 E, W.M. <br /> w <br /> Ox CONSTRUCTION NOTES: <br /> 8"RCP(E)IE:56431 1. REPLACE EXISTING CATCH BASIN WITH CONTECH-CARTRIDGE <br /> w`e - ✓ / CATCH BASIN STORM FILTER.SEE STD DWG 1 CARTRIDGE <br /> MOB f 8"RCP(S)I E:564..46 /0 CATCHBASIN STORMFILTER,SHEET C4.1.CONNECT TO EXISTING <br /> G 8"DI PIPE. <br /> O <br /> IIA <br /> N - CCONICM�oME MP 12 / / MOB\\-E <br /> l I BLb LL I� - - - I SIN �i / / �/ i I / NOMB z <br /> l + STOP BAR NOTES: 0 <br /> _ ` 1. SEE SHEET C1.1 FOR GENERAL NOTES W <br /> 1P --P�- s _ L / Z Q r = N 1� 2. EXISTING SURFACE FEATURES TO REMAIN SHALL BE ADJUSTED TO FINISOf <br /> H <br /> --- - P--- -P----P----- -_ P <br /> �/ GRADE. <br /> \ L P \ �� / STERS + 3. ALL COORDINATES FOR STORM DRAIN CATCH BASINS ARE TO CENTER OF <br /> HYDRANT / J STRUCTURE. <br /> /ITT �L1I / I \ I _ 4. CONTRACTOR IS RESPONSIBLE FOR REMOVAL AND DISPOSAL OF ALL EXCESS <br /> EXCAVATED MATERIAL AND ALL VEGETATION STUMPED,STRIPPED,CLEARED <br /> - f- - P I I AND GRUBBED FROM SITE. <br /> / 1 1 - 1-�'�`I'--'/M1'----y`L _ I \ 572- S / STOP 5. CATCH BASIN,TYPE 1,SEE COE STD DWG <br /> -1,1/--- 'S 402,407,AND 409,THIS DWG <br /> .�. Y v V�L--- -�L-V�-\V�- -V�---V�- 1 _ Q0 SIGN / <br /> \ I 567.62 <br /> -s -- - B- � \Sj1 / I FL 1/4 567.20 <br /> I I S �_-- -- __ / \ ' \u° 6^4 Sp� 567.56 TC 56].]0 <br /> RI EL:567.27 S-o --- --- --I��--- ----s--- +� ---�--- �- <br /> STOP 5--- ---�- 5--- <br /> 8"F�CP(N)IE:567.28_SLGL - _-- \ P- -P--__p____P---� S •--�--- 5fi7.59 ° ° FL567.20 <br /> FL PC 586.65 __ -- ���( �p <br /> \ TC 567.43 <br /> -570.67 \ O 6 <br /> FL 11 589.38 f --T T 5fi7.53\ <br /> \ I--__ ^ FL 567.14 O <br /> Tc <br /> FL1/2V56"9.52 <br /> / cc � I ST P BAR / +. FL 587.07 <br /> )0 I ' / TC 566.98 <br /> MI�B\4 e ,FL 569.B6 I / FL 1/2567.03 <br /> M FL 3/4 569.20 I I 9z FL 566.98 <br /> NO \ FL 569.82 I STOP S \ ' I TC 567.37 o q <br /> I SIGN <br /> S MOB\�e FL 588.87\ GR I GUNS S NAME <br /> I -, <br /> r FL PT561.75 I u, ADA RAMP DETAIL 1 ay <br /> •FL569.08 \ I I �� / 1�1 SCALE:1"=5' <br /> �I FL 568.82- \ o EE <br /> ❑ ❑ <br /> FL 568.45 <br /> I I FL 568.23 II I FL 568.44 = a <br /> \ \ I I <br /> FL 568.32 17 \ I { <br /> 568.29 <br /> 568.40 <br /> I FL 16].]8 <br /> I CB-2,CATCH BASIN,TYPE 1 <br /> a I SEE NOTE 5,THIS DWG �I <br /> \ I N:334,263.74 O <br /> 56a.15 I \ E:1,291,995.64 <br /> I RIM:567.70 I '^ W <br /> p 12 IE:564.93 \ I vJ >O <br /> I G \s6zst c9)° \ d \ I �G�34ui <br /> z > �Q7 Z <br /> 568.05 / _`I \ G L�L W W L Q <br /> / -10LF8"PVC r Q <br /> BRICK WALL v S=0.0100 FT/FT / U) p W <br /> FL 567.51 FL 567.66 / w LJ LLI <br /> FL 567.61 0 / \ BRICK WALL w z (D <br /> FAIRWAY 567.95 I CB-1,CATCH BASIN,TYPE 1 Q w Q Z <br /> i _ SEE NOTE 5,THIS DWG \ U <br /> c�I ESTATE / /FL567.4I0 N:334,253.58 I \ z U) Q <br /> a E:1,291,995.26 <br /> a <br /> n �IG ss7.ei J / 2_8 RIM:567.59 \ of F Q <br /> IE:565.03 1 \ W O <br /> O <br /> W I \ ILL n <br /> FL PC 567.30 <br /> CN <br /> z i � \ WOOD FENCE <br /> \ 1 <br /> w \ - - �� FL 567.54 I FL 567.66 <br /> z \ I �.. 'a FL 114 567.20 <br /> 0 WEX 10 LF 8"DI ---- - 1� -_;� \ \ I \ \ S�Z� THE CONTRACTOR SHALL BE ON AN <br /> \ 5=0.0890 FT/FT / B \ .yI\ S�)� RESPONSIBLE FOR THE LOCATION AND <br /> D-__-D-__-D-_--�---Df_--D-_ _ _ \ T <br /> a i � / PROTECTION OF ALL EXISTING <br /> U �566.98 ° '° - - - -- --�_ I� C\ \ UTILITIES AND SHALL VERIFY ALL <br /> 0 567A3 , --L1`---�t/-�-- Q-- n -570 <br /> 0 <br /> � UTILITY OCATIONSPRIORTO <br /> 4 __Ti --T -- d 1/2567.03 '�� ___ _ UNDERGROUND LOCATE LINE: <br /> I- L1 CONSTRUCTI CALLING THE: <br /> -h- 5ss.7e _ H EXISTING <br /> d i _ _ MATCH_ _ [ I / ` A MINIMUM OF�48 HOURS PRIOR <br /> S6B.24 /7 g6° -� -� - 1 --T}� yT--_y I -T----T-- TO ANY EXCAVATION <br /> 588.55 FL3/4566.79 1 1 - 1---�- - <br /> I <br /> MATCH EXISTING -___ I j <br /> lo <br /> 566.36 7- <br /> 6 / HORIZONTAL DATUM �VDw INh,11 <br /> CB-3 MATCH EXISTING 567.93 <br /> 1 NAD83(1991),WASHINGTON STATE PLANE COORDINATES,NORTH ZONE,4601. �F w <br /> N:334,216.80 / I VERTICAL DATUM " <br /> m SDCB E:1,291,948.38 NAVD 88 <br /> RIM:566.67 I P h ROJECT BENCHMARK:SNOHOMISH CO.MON#PAIN soo w`"q <br /> N RIM EL:567.41 IE:564.60(EX 8"DI(N)) BASED ON SNOHMISH COUNTY MONUMENT DESIGNATION"PAIN",BEING A 3" A A RFGSTE fr��ti, <br /> 12"DI(NE)IE:563.31 SDCB Vy <br /> W 100TH ST SW BRASS MONUMENT IN CONCRETE AT THE SURFACE,NEAR A GATED ENTRANCE 'ORAL <br /> E <br /> 12"DI E IE:563.46 SDCB RIM EL:567.30 THE PA DAIRPORT.8 <br /> ( ) SDCB EL EL EVATION=591.91.41'(NAVD88). <br /> LL --8°Bf!E:561 71 ---RIM EL:566.60 8"RCP(E)IE:564.70 RIM EL:567.80 JOB NO.: R313078.01 <br /> 12"DI(W)IE:563.11 8"DI(N)IE:564.60 12`DI�SWj1E 56 �- - -- -_ Q"pr�P/fin/CIE`z65.46 DATE: 04/13/2022 <br /> w ---�--- -- - -_ __ __ DESIGNED:D.BAGLEY <br /> ---�--- 5--- S--- <br /> a $ ----5--- 5--- 5--- 5----S----S-- --5---- --- N DRAFTED: <br /> --- <br /> o L --- -- CHECKED: B.DUNNING <br /> SCALE: NTS <br /> a 3 10 5 0 10 20 DRAWING NO. <br /> r C4.0 <br /> SCALE IN FEET <br /> v = SHEET: 9 Of 10 <br />