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SECTION 14, T 28 N, R 4 E, W.M. w o <br /> N <br /> d p N <br /> a d N <br /> w N / 8"RCP(E)IE:564.31 <br /> 8"RCP(S)IE:564.46 a m <br /> d EI <br /> >w N - CONIC N M I / MO ME <br /> IllH N l I ESTOP I I <br /> r R BLbCK NO <br /> l WIALL / o L <br /> y STOP BAR ° � 7 / NOTES: <br /> -1P -- 3; _ } / 1. SEE SHEET C1.1 FOR GENERAL NOTES <br /> I�w P�y L-P- P ___P _/P --/ - e �[-__ I �� r PN 1� 2. EXISTING SURFACE FEATURES TO REMAIN SHALL BE ADJUSTED TO FINISH <br /> y �7 �I-i p GRADE. z <br /> w \ \ STE'I S + 3. ALL COORDINATES FOR STORM DRAIN CATCH BASINS ARE TO CENTER OF <br /> HY 0 <br /> DRANT / I STRUCTURE. <br /> 1 ITT-, �L1I / I \ I _ 4. CONTRACTOR IS RESPONSIBLE FOR REMOVAL AND DISPOSAL OF ALL EXCESS <br /> EXCAVATED MATERIAL AND ALL VEGETATION STUMPED,STRIPPED,CLEARED Of <br /> - f--- AND GRUBBED FROM SITE. <br /> --1- 7•{-- ---�(L --w---a- _�--- I \ 5�2� �' / STOP 5. CATCH BASIN,TYPE 1,SEE COE STD DWG'S 402,407,AND 409,DRAWING C4.1. <br /> .�. tV�L--- -�-V�-\V�- -V�---\AL _ Q/O SIGN / <br /> " � Q o 7V1---7 -//�/v7-7✓- -yV-- yN---yN----AA-- - 0 <br /> -- - <br /> 1 I_ L I I •iO' \ S Q/ \ I /V� 567.62 w <br /> �I ---5--- - H- (n l / I <br /> {� S / FL 1/4 567.20 <br /> I I J -C'---�--- __- �_ / \ ' \�n 6� V� 56].56 TC 567.70 <br /> RI EL:567.27 J S-G --- --- --I��--- ---�--- +� ---�--- �/°, <br /> STOP 5--- ---�- 5--- ° <br /> 8'-RCP(N)IE:567.2�_SLGL -__ --- \ P- -P----P----P---� S --�--- 567.59 ° ° FL56].20 W <br /> FL PC 568.85 -- -- ;( TL �p \ �po 0� D- <br /> \ TC 567.43 <br /> 570.67 \ O 6 <br /> FL 11 569.36 --T \ �� <br /> \ ----T 567.53 ^ FL 567.14 O <br /> I�- <br /> FL V2V 9.52 <br /> 9,\ I STOP BAR / + 20FL587.07 <br /> TC 588.98 <br /> IFL 569 ° <br /> 8\\-e o FL 12 567.03 <br /> Mp , .86 <br /> M FL 3/4 Sfi9.20 9�°I FL 566.98 <br /> NO 1\ FL 569.82 1 STOP S \ ' I TC 587.37 o 'T <br /> I SIGN <br /> FL 588.87 <br /> I \ GR I GFtPs S HOME o m <br /> I TALL <br /> r FL PT568.75 I u, ADA RAMP DETAIL 1 ay <br /> •FL569.08 SCALE:1"=5' - <br /> � 23 <br /> FL 588.82-� Et <br /> D o - <br /> I° \ KFL 568.71 I D W�rN <br /> `~ B FL 568.45 <br /> II T� <br /> /I \ IS-FL 568.23 II FL 568.44 LIL <br /> � I\ I <br /> FL 568.32 I FE <br /> 568.29 I <br /> 568.40 `y I I <br /> I FL 16].]8 <br /> I CB-2,CATCH BASIN,TYPE 1 <br /> a 1 SEE NOTE 5,THIS DWG �I <br /> \ 1 N:334,263.74 O <br /> 568.15 I \ E:1,291,99$.64 -I \ N <br /> I RIM:567.70 I '^ W <br /> p 12 IE:564.93 >O <br /> IG \sfiz6t c9)° \ d \ z > Q ZQ <br /> W W J <br /> -r- -10LF100 FT ^ ) O <br /> BRICK WALL J I s=o.oloo FriFr' / \ � \ �/J w �tI��'1 <br /> FL 567.51 FL 567.66 / w 0_ V LLI <br /> FL 587.81 o � ��� BRICK WALL o_ w z o <br /> / O�L <br /> FAIRWAY 567.95 I CB-1,CATCH BASIN,TYPE 1 Q w Q Z <br /> SEE NOTE 5,THIS DWG 0 U <br /> �I ESTATE - / I N:334,253.58 I \ Z F Q<N Q <br /> / a FL 567.40 / E:1,291,995.26 Q � L.1_ <br /> �IG ss7.ei J / 2_83 RIM:567.59 \ F Q <br /> M / / / IE:565.03 \ W O <br /> c <br /> O <br /> I \ ILL <br /> z FL PC <br /> 567.30 / \ WOOD FENCE a <br /> 1 <br /> I <br /> Z \\ - FL 567.54 FL 587.86 I \ \ <br /> FL 1/458].20/ <br /> LL EX 10 LF 8"D ---- - 1� THE CONTRACTOR SHALL 6E FULLY <br /> \ 5=0.0890 FT/FT / _ / B \ \ \II\ S>>� SPONSIBLE FOR THE LOCATION A <br /> Q D---_D----D--_-�---D Q I L \C- �' \ RE PROTECTION OF ALL EXISTING AND <br /> f1 L---D-- _ I� <br /> 566.98 - - I� 0 UTILITIES AND SHALL VERIFY ALL <br /> \ 567A3 M, - --LJ- --LJ---- l \ -r570 \� <br /> LIB---�^ _V- _ L%- <br /> r r--�-_ __ n UTILITY LOCATIONS PRIOR TO <br /> CONSTQ I -L1---- .� --- ___ UNDER UCTIOROUNBV CALLING THE: <br /> ci -� 1 -'1- 566.78 - - a_ I__° �- �- [J"MATCH EXISTING NDERGROLIN11 OCATE LIN . <br /> 1 T}-_yg 1 �' \ T---T- AMINTOUANY EXCAVATIONRIOR <br /> 566.24 ., / T,--- 1--- r1- ` I�- <br /> 1t ] T <br /> �' - 1�_FL PT 568.55 FL 3/4588.79 -'i---�- <br /> MATCH EXISTING // ----- -___-- I j <br /> 566.38J �- EXISTING 58z93 xns <br /> HORIZONTAL DATUM p4E�PErEB <br /> s <br /> / MATCH /.,y� NAD83(1991),WASHINGTON STATE PLANE COORDINATES,NORTH ZONE,4601. grh�o G <br /> m <br /> VERTICAL DATUM <br /> SDCB I NAVD 88 ro <br /> ~ RIM EL:567.41 PROJECT BENCHMARK:SNOHOMISH CO.MON#PAIN R�crsrsR$9 �QW <br /> a 100TH ST SW BRASS MONUMENT IN CONCRETE BASED ON SNOHMISH COUNTY OAT THE SURFACE,NNUMENT I EAR A ON I <br /> 12"DI(NE)IE:563.31 SDCBGATED ENTRANCE Ss10NAL ECG <br /> 12"DI E IE:563.46 SDCB RIM EL:567.30 TO THE PAIN FIELD AIRPORT. 12/20/2022 <br /> ( ) SDCB ELEVATION=591.41'(NAVD88). <br /> LL -�°Bf!E:563 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(SWj E-5 A-- - -- __ Q"p,,P/s�/CIE 565.46 DATE: 04/13/2022 <br /> --- --- --- ---�--- -� --�-- DES IGNED:D.BAGLEY <br /> a M -S----S----S----S--- 5----5----5-- - N DRAFTED: <br /> a'w --- -- CHECKED: B.DUNNING <br /> _> <br /> � o SCALE: NTS <br /> a 3 10 5 0 10 20 DRAWING NO. <br /> N Q <br /> �5 C4.0 <br /> SCALE IN FEET <br /> N = <br /> SHEET: 9 of 1 <br />