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SECTION 14, T 28 N, R 4 E, W.M. W o <br /> N <br /> Q N <br /> a N / OX CONSTRUCTION NOTES: A <br /> •£w N _ �-- 1. ASPHALT PAVEMENT.SEE COE STD DWG 302,DWG C3.1 <br /> 0 <br /> 2. EXISTING ASPHALT PAVEMENT TO REMAIN. <br /> d,' 0 3. PRESERVE AND PROTECT EXISTING CURB. <br /> \ 5 / I / CEMENT CONCRETE CURB AND GUTTER,SEE COE STD DWG 307, <br /> W N / 4.I / DWG C3.2. <br /> 5. TYPE E-1 CURB.SEE COE STD DWG 307,DWG C3.1. <br /> l 1 <br /> 7 6. CEMENT CONCRETE SIDEWALK.SEE COE STD DWG 312,DWG C3.2. <br /> I - - 7. FEATURE WALL.SEE LANDSCAPE(LAYOUT PLAN)SHEET L2.1. <br /> 1 <br /> --Fyy --8- L-P- --P----P--�P- / Z e- , <br /> w. S L Z 8. MEET AND MATCH BRICK WALL TO EXISTING WOOD FENCE. <br /> o <br /> 9. GATE.SEE LANDSCAPE(LAYOUT PLAN)SHEET L2.1 U) <br /> I�ITT1 \ \ / 10. ENTRY CALL BOX.SEE LANDSCAPE(LAYOUT PLAN)SHEET L2.1. <br /> - _V/ __1- \5,2_ / 11. CEDAR FENCE.SEE LANDSCAPE(LAYOUT PLAN)SHEET L2.1 <br /> I II ---bI/-- - - - 1 12. LANDSCAPING.SEE LANDSCAPE(PLANTING PLAN)SHEET L3.1. <br /> BEGIN FC PC ME yVI - -_ _ 13. SAW CUT LINE. Z <br /> 1 I N:334331.19 � tr A--- -I / O <br /> -p-I I ��. �-i -AA 14. PROTECT EXISTING CATCH BASIN.ADJUSTTO FINISH GRADE. D <br /> I I I E:1291948.93 u IS Qi I �� /VI--- <br /> t- ___ - _ I 1� ,� I 15. LED LIGHT POLE WITH ONE 150 WATT LED LIGHT.ENERGY LIGHT, W <br /> I � � � -- -- \ \ I \ INC.PK1502 OR EQUIVALENT.POLE SHAFT,4"SO COLOR DARK � <br /> �-�{ <br /> S-- ---- '-���----S--L -__ � BRONZE.LED FIXTURE,COLOR DARK BRONZE. ~ <br /> -s- s----s----s---�-�-- __ _ W <br /> - P---_P----_P_ �'�" -�--- i6. TYPE B CURB RAMP.SEE COE STD DWG 319 AND COE STD DWG 313, UU <br /> _ --- _ _- -- EP AP - � ���J \ DWG C3.2. 0_ <br /> :: -- ___ <br /> J \ <br /> 4331.82 <br /> E�1291999.2 .� <br /> 1999.29 \ 17. TYPE 1S TRAFFIC ARROW,SEE WSDOT STD PLAN M-24.40-02,DWG <br /> ii - \ I S -fT,�_-_T \ C3.2. O <br /> ,K \ I / 9� -1L --- z <br /> \ \ 1 ___ _ 18. 2'WIDE STOP BAR. <br /> 19. STOP SIGN. <br /> R <br /> + <br /> \ 1 <br /> \ I P \ <br /> / EFCC �;o N.334 13'6�44 20. GUTTER PAN.SEE COE STD DWG 343,DWG C3.1 <br /> N:334322. TEXT I_E.1291995.22 EFCC <br /> I 6 N:334300.67 - _ N:334319.69 '" o <br /> E:12919621 I M <br /> E:129198 i -c\ ' E:1292025.6I / o Y <br /> N:334307.18 15 \ I <br /> E:1291970.39 <br /> _I\� �17 <br /> 0426 I LEGEND <br /> PT <br /> N:3343 2" <br /> E:E:1291973.45 N <br /> _ 17 \ c <br /> / \ LANDSCAPING.SEE COE STD DWG 202,SHEET C3.1 v f0 <br /> N:334298 02 EFCC15 N I I\s�y \ III�I���� / + m E? <br /> E:1z91968 02 ° LJ ` ASPHALT PAVEMENT,SEE DETAIL 2,SHEET C3.1 o a N <br /> ❑ ❑ 'rn <br /> \7 8 2' \ EFCC 0 CONCRETE,SEE DETAIL 1 AND COE STD DWG 312,SHEET C3.1 N <br /> N:334296.20 N <br /> E:1292025.16 o <br /> 7 I I PROJECT LIMIT <br /> 0.9 3- <br /> RP s � I 4 ABBREVIATIONS: <br /> N:334287.89 11 I <br /> a� in I E:1291992.16 I I BEG=BEGINNING <br /> POINT <br /> \1I BEG GINNING <br /> S/W AP 5.831 �, 4 n I 3 I f1 -i CONIC=CONCRETE Z <br /> N:334282.40 13 I ,I EC=EDGE OF CONCRETE a <br /> E:1291963.31 I \s 1 15 N:334272.93 �I J <br /> // EFCC=ENTRY FEATURE COLUMN CENTER N <br /> el E:1292018.25 EP=EDGE OF PAVEMENT a <br /> FC=FACE OF CURB w u) >Q ♦/� <br /> w I I I I ME=MATCH EXISTING z > W <br /> 14 v I - Y- P PC=POINT OF CURVATURE Um, <br /> G -I PT=POINT OF TANGENCY L F Z <br /> 6 / T RP-- - X EFCC RP=RADIUS POINT 'r^ w <br /> EFCC J I N:334260.91 /` N:334254.75 S/W=SIDEWALK EDGE vJ O W <br /> L0 N:334257.0 I o 1 E:1291991.16 Q\ E:12,2023.62 W d LU <br /> o E:1291961.99 / 15.8',' 1 10 1 NOTES: �_ LLI <br /> c / _ I 1 I 1. SEE SHEET C1.1 FOR GENERAL NOTES Q W 55 > <br /> 6 20 0 I 2. EXISTING SURFACE FEATURES TO REMAIN SHALL BE ADJUSTED TO FINISH U F ONy <br /> EFCC / a 7' / 2' I \ GRADE. Q U) LJ. <br /> / -- 3. CONTRACTOR IS RESPONSIBLE FOR REMOVAL AND DISPOSAL OF ALL EXCESS Q' = a <br /> N:334242 291937:84 S/VJ AP 1- a , 17 EXCAVATED MATERIAL AND ALL VEGETATION STUMPED,STRIPPED,CLEARED 4- F <br /> E:1291937.84 N:334244.89 / \� 7 i w <br /> it 7 E:1291967.75 / 17 ( / 11 \ EFCC AND GRUBBED FROM SITE. < <br /> iL FC PCB I I I ~ N:334238.47 4. PROTECT ALL EXISTING UTILITIES TO REMAIN. u- <br /> 4 / E:1292046.40 <br /> Z N:334242:77 a 18 I / 1 N <br /> 8 E1291971.17-� 5 <br /> Z \ 9 <br /> w \ RP v J <br /> z A , N:334237.72 \ -sus <br /> 33S/W AP y, a E:1291990.30 \ \ 8 \ \s�z <br /> -N:334234.90 W S / B \ \ \ \S� \ HORIZONTAL DATUM THE CONTRACTOR SHALL eE FULLY <br /> p D-___D____ END S/W ME E:1291944.52 14 18 - E:1291971.75 - Y L �� RESPONSIBLE FOR THE LOCATION AND <br /> cQi D--"34223-74- -_-D--_ ro I - \ \ NAD83(1991),WASHINGTON STATE PLANE COORDINATES,NORTH ZONE,4601. PROTECTION OF ALL EXISTING <br /> = - 0 UTILITIES AND SHALL VERIFY ALL <br /> O E:1291931.43� �- b- < - --�--__0.-N:331,234.35 / --� <br /> r - [y°e° _ r_- ---Il VERTICAL DATUM UTILITY LOCATIONSPRIORTO <br /> E:1211986.67 <br /> CONSTRUCTION BY CALLING THE: <br /> -� 1 - - \ ° /R=26' 1 I 1 - - PROJJECT BENCHMARK:SNOHOMISH CO.MON#PAIN UNDERGROUND LOCATE LINE: <br /> --- - -� I-- _ - I \ 811 <br /> 7 - _ __ __ �rL-y [ /_JI ` BASED ON SNOHMISH COUNTY MONUMENT DESIGNATION"PAIN",BEING A 3" A MINIMUM OF 48 HOURS PRIOR <br /> m / -� - 1 - 1 - -- 01__T - -[ ___�_ l I _T___T- BRASS MONUMENT IN CONCRETE AT THE SURFACE,NEAR A GATED ENTRANCE TO ANY EXCAVATION <br /> 1 -'i - I TO THE PAIN FIELD AIRPORT. <br /> END FC ME -- -----!- - _ 1 j - ELEVATION=591.41'(NAVD88). <br /> FW PET@ <br /> N:334216.70 T <br /> c E:1291931.19 20 14 MID POINT RAMP <br /> a / N:334225.07 13 -- EP AP � / oe xnsgr cs�� <br /> E:1291962.56 N:334212.51 o <br /> E:1291994.87 <br /> m TEXT <br /> H N:33421775 ro <br /> va~i E:1291944:30 <br /> a 100TH ST SW SSIONAL 1 <br /> 1 z zo zozz <br /> a <br /> JOB NO.: R313078.01 <br /> o -- -- - -_ _- - DATE: 04/13/2022 <br /> __ DESIGNED:D.BAGLEY <br /> aM --- 5----5----S----S-- - -- 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 C3.0 <br /> SCALE IN FEET <br /> N = <br /> SHEET: rJ of 1 <br />