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SECTION 14, T 28 N, R 4 E, W.M. <br /> N <br /> W N <br /> Q 7 <br /> / 8"RCP(E)IE:564.31 ✓ rt N <br /> M08� 8"RCP(S)IE:564.46 a <br /> NOM Og�LE <br /> 2 <br /> CONIC NOME 1 <br /> l I BV�ALL I-, - - - � S�N� �i � _ <br /> \ L / NOTES: <br /> I % STOP BAR <br /> _ ..` 1. SEE SHEET CI.I FOR GENERAL NOTES <br /> -P _P ___P -/P --/ -I l� vv <br /> �\- -// /� P`v 10„ 2. EXISTING SURFACE FEATURES TO REMAIN SHALL BE ADJUSTED TO FINISH <br /> - --' _ I i'� / l" �-I STERS GRADE. Z <br /> HY9(2ANT / v U 1 +'. 3. ALL COORDINATES FOR STORM DRAIN CATCH BASINS ARE TO CENTER OF <br /> / STRUCTURE. Lo <br /> ��LL \ 4. CONTRACTOR IS RESPONSIBLE FOR REMOVAL AND DISPOSAL OF ALL EXCESSLU <br /> It I / S I ` \ I , EXCAVATED MATERIALAND ALL VEGETATION STUMPED,STRIPPED,CLEARED Of <br /> - FF- I / AND GRUBBED FROM SITE. <br /> /_-1- I- --- /_-�/�[___ - / \ \5�2� �-/ ' STOP / 5. CATCH BASIN,TYPE 1,SEE COE STD DWG'S 402,407,AND 409,DRAWING C4.1. <br /> %' ' .m. r f- --- --- - -- - --- --- - 1 SIGN <br /> m � Z <br /> LU <br /> ��-- s--- - B- - Cn psi / V � Of <br /> --- --- S--- ---s--••I--s--- ] _ / r'M TC 56].]0 FL 1/4567.20 <br /> ilEL:567.27 J --- 5-- ow>� <br /> STOP O 5--- --- --- ---�--- -�- <br /> 8"F CP(N)IE:567.2�_ - -- P-- -P---P---P-� 5---�--- 5--- 5"�---5--- 567.59 �a 567.56 FL 58].20 W <br /> - FL PC 568.85 - - �{ �p \ spa O j TC 567.43 d <br /> - <br /> _ J _ <br /> 1 I <br /> \5]0.8 I <br /> FL 1/4 938 I\ <br /> \ -I 587.53 <br /> FL 56].14 O <br /> I `r TC5S7.0] <br /> FL 12V8.52 I / /: Z <br /> �o 0 <br /> FL M7.07 <br /> TC <br /> � P BAR / i (+ E66.98 0 <br /> Mpg�� -FL569.88 I / halo 0o FL112567.03 <br /> OME FL 3/4 569.20 I I FL 586.88 E m <br /> \ FL 569.82 I STOP <br /> I SIGN E <br /> I I 1 MOB\ FL 5�.6] N <br /> \ G _I\\ 1 CvpssI �S NOM <br /> \ \ ,' o l ADA RAMP DETAIL 1 g21 <br /> FL PT 568.]5 LL <br /> \ \ - <br /> /FL569.10 I\ . ! \ SCALE:1"=5' <br /> `- \rcFL S-1 I O \ <br /> I <br /> FL 568.45 <br /> I T <br /> I FL M8.23\ \ I FL <br /> 568.28 566.44 d <br /> L1\ I <br /> FL 588.32 <br /> I d <br /> 568.40 I ` <br /> I FL 567.78 I CB-2,CATCH BASIN,TYPE 1 I I S <br /> I SEE NOTE 5,THIS DWG <br /> \ ) N:334,263.74 ,1 O <br /> E:L 1,291, \ N•I RIM:567.70.70 I I '/� To <br /> p 12 a IE:564.93 \ vJ U <br /> IG \567.61 691� I \ �' I \ �Cp 3�1 Z < Q Z <br /> -�- 10 LF 8"PVC <br /> Z <br /> 'I \ (n o Q <br /> BRICK WALL , ❑ I 5=0.0100 FT/FT / w /I� <br /> FL 587F1567.6, FL 567.6E / �� I w � l_/ LLI <br /> 3 6ai0 p BRICK WALL uJ Z_ Q <br /> 56.95 <br /> FAIRWAY CB-1,CATCH BASIN,TYPE 1 Q w Z_ <br /> / SEE NOTE 5,THIS DWG i U <br /> UI ESTATE / ' N:334,253.58 I \ Z < <br /> FL Q <br /> I�` E:1,291,995.26 �y 01- <br /> RIM:567.59 \ L.L ( Q <br /> i \ Qwo <br /> r I LL <br /> I -� 1 � \ <br /> FL PC 567.30 cV I \ I\ <br /> \ WOOD FENCE <br /> Z FL 567.54 <br /> 20 <br /> 0 FL <br /> LU \ EX 10 LF 1/4 8"D e 1 ) \ S>2\ THE CONTRACTOR SHALL BE FULLY <br /> 9 5=0.0890 FT/FT ' L B5>2\ RESPONSIBLE FOR THE LOCATION AND <br /> D -O -D--- _ ' a \ /Q \ PROTECTION OF ALL EXISTING <br /> -- <br /> 0 r D--%].13 -_ - - - --� -- ---L}-- / 0� II�� C� �5.0� -� \ NTILITIES ANO SHALL VERIFYALL <br /> QOR TO <br /> FL 112 ) -�-- -- - --Lr--- �L� _--0._-- --\ \y�� CONST UCTIOUTILITY AN IBYCAONS LIINGTHE: <br /> / - r 1 UNDERGROUND LOCATE LINE: <br /> c -- --- - s66.ye - a -,a - d I MATCH EXISTING 811 <br /> - --- -Ti ` A MINIMUM OF 48HOURS PRIOR <br /> m 568.24 /786 n -_-�--_ 1---Tf-- --�- l I -T---T- TO ANY EXCAVATION <br /> FL PT 566.55 FL 3/4%6.79 f� //'' -�---�_ I <br /> MATCH EXISTING - ----- -- -,� I - <br /> 566.36 <br /> HORIZONTAL DATUM <br /> MATCH EXISTING �9b oy nesg�s�, <br /> / NAD83(1991),WASHINGTON STATE PLANE COORDINATES,NORTH ZONE,4601. !R ca h <br /> m I VERTICAL DATUM <br /> "I SDCB I NAVD 88 7 W <br /> r IM EL:567.41 PROJECT BENCHMARK:SNOHOMISH CO.MON#PAINLU BASED ON SNOHMISH COUNTY <br /> 'a 12"DIR(E)IE:563.31 SDCB 100TH ST SW BRASS MONUMENT IN CONCRETE AT TI ENT DESIGNATION I HE SURFACE,N AR A GATEDENTRANCE �s9 aNAL4�G~$ <br /> 12"DI(E)IE:563.46 SDCB RIM EL:567.30 SDCB TO THE PAIN FIELD AIRPORT. <br /> ELEVATION=591.41'(NAVD88). <br /> --"DWIEL56371-- RIM EL:566.60 8"RCP(E)IE:564.70 RIM EL:567.80 <br /> JOB NO.: R313078.01 <br /> 12"DI(W)IE:563.11 8"DI(N)IE:564.60 12"DT(SW)1E'5b-4-.4-- - -- ___ Q`1or,�,0��1�E565 46 T DATE: 04/13/2022 <br /> -- DESIGNED:D.BAGLEY <br /> a m --- ----5--- --- ----S--- ----5--- ---�----5--- ---�----5---` - _ N DRAFTED: <br /> ❑ --- <br /> a o CHECKED: DUNNING <br /> FIGURE o SCALE: NTS10 5 0 10 20 DRAWING NO. <br /> F <br /> -5 C4.0 <br /> e m Page 19 SCALE IN FEET <br /> N i SHEET: 9 Of 10 <br />