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SECTION 14, T 28 N, R 4 E, W.M. <br /> w <br /> OX CONSTRUCTION NOTES: <br /> 0 <br /> 1. ASPHALT PAVEMENT.SEE COE STD DWG 302,DWG C3.1 <br /> 2. EXISTING ASPHALT PAVEMENT TO REMAIN. <br /> \ I / 3. PRESERVE AND PROTECT EXISTING CURB. <br /> I <br /> 4. CEMENT CONCRETE CURB AND GUTTER,SEE COE STD DWG 307, <br /> DWG C3.2. <br /> 5. TYPE E-1 CURB.SEE COE STD DWG 307,DWG C3.1. ZO <br /> J \ T- y <br /> T / 6. CEMENT CONCRETE SIDEWALK.SEE COE STD DWG 312,DWG C3.2. <br /> -1P-__- `\ �� I - - 7. FEATURE WALL.SEE LANDSCAPE(LAYOUT PLAN)SHEET L2.1. W <br /> \ \•, i + > <br /> --- <br /> S L 8. MEET AND MATCH BRICK WALL TO EXISTING WOOD FENCE. <br /> \ L \ �� <br /> I 1 9. GATE.SEE LANDSCAPE(LAYOUT PLAN)SHEET L2.1 <br /> II <br /> 10. ENTRY CALL BOX.SEE LANDSCAPE(LAYOUT PLAN)SHEET L2.1. <br /> - -V/ __1-w \5,2_ / / \ / 11. CEDAR FENCE.SEE LANDSCAPE(LAYOUT PLAN)SHEET L2.1 <br /> I I I w----hl-- vv__ -V� _ - I 12. LANDSCAPING.SEE LANDSCAPE(PLANTING PLAN)SHEET L3.1. <br /> - ---Vl� -Vl�---W-�� <br /> I I I •�• •�' P �;BEGIN FC PC ME 13. SAW CUT LINE. <br /> •�. � yl/I ---�--- 14. PROTECT EXISTING CATCH BASIN.ADJUST TO FINISH GRADE. <br /> I I I E:1291948.93 u V IS Qi V <br /> - ___I - 1 _-_ I 1� ,� I 15. LED LIGHT POLE WITH ONE 150 WATT LED LIGHT.ENERGY LIGHT, <br /> I -- \ sj i \ I \ INC.PK1502 OR EQUIVALENT.POLE SHAFT,4"SO COLOR DARK <br /> rrrT---'���CCCJ -S- �__- _ <br /> � � �-- ---�'-���--- S__L --_ � BRONZE.LED FIXTURE,COLOR DARK BRONZE. <br /> 5----s--_� -5----s---- <br /> _ - P---P----P_ -S" --s--- 16. TYPE B CURB RAMP.SEE COE STD DWG 319 AND COE STD DWG 313, <br /> --- _ _ EP AP ���J \ DWG C3.2. <br /> N:334331.82 <br /> E:1291999.29 \ \ 17. TYPE 1S TRAFFIC ARROW,SEE WSDOT STD PLAN M-24.40-02,DWG <br /> TL - \ I S -fT, --_T \ C3.2. d <br /> -1L --- z <br /> R-26' 18. 2'WIDE STOP BAR. <br /> -�- _ <br /> --- - 19. STOP SIGN. <br /> / If <br /> 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:1291963.88 I M <br /> E:'1294300.67 I -c\ E:1292025.69 o <br /> N:334307.18 15 I \ 1 ' K / F Y <br /> E:1291970:39 l <br /> FC PT _I\ 17 <br /> N:334304.26 I �\ ��� LEGEND <br /> E:1291973.45 _ 17 c <br /> EFCC 7 g I i \ �// \ LANDSCAPING.SEE COE STD DWG 202,SHEET C3.1 v f0 <br /> N:334 9802 15 B II I\spy \ III�I���� / + m Et <br /> E:1291962.97 ASPHALT PAVEMENT,SEE DETAIL 2,SHEET C3.1 o a N <br /> ❑ ❑ 'rn <br /> \i 8 2' EFCC 0 CONCRETE,SEE DETAIL 1 AND COE STD DWG 312,SHEET C3.1 N <br /> :FE N:334296.20 N <br /> 11 9 \ I I 9 E:1292025.16 o <br /> 0.9 3 <br /> i \ II 1 5 7 I I PROJECT LIMIT =' `a <br /> I <br /> RP s � I ABBREVIATIONS: <br /> N:334287.89 11 I <br /> a� in I E:1291992.16 I I AP=ANGLE POINT <br /> \1I BEG=BEGINNING <br /> S/W AP 5.8 �, 4 n I 3 \ f1 -i CONIC=CONCRETE Z <br /> N:334282.40 13 \ ,I EC=EDGE OF CONCRETE a <br /> E:1291963.31 I \s 15 N:334272.93 �I O J <br /> // EFCC=ENTRY FEATURE COLUMN CENTER nl <br /> e1 E:1292018.25 EP=EDGE OF PAVEMENT O a <br /> FC=FACE OF CURB w >Q ♦♦♦///��� <br /> ME=MATCH EXISTING W <br /> °= P PC=POINT OF CURVATURE 7 <br /> 6 <br /> 14 G \�\_I PT=POINT OF TANGENCY L� LU W L <br /> RP --~�S - \ X EFCC RP=RADIUS POINT 'r^ > a. w <br /> EFCC J I N:334260.91 / N:334254.75 SM/=SIDEWALK EDGE vJ O W <br /> o I E:1291991.16 Q\ E:1292023.62 w > <br /> N:334257.0 r A I, D- W LLI <br /> E:191961.99 / 15.8', I 10 1 / `4 NOTES: > 3 \ <br /> o > / <br /> / _ I 1 I 1. SEE SHEET C1.1 FOR GENERAL NOTES U Q W � <br /> U i/ 20 ® 2. EXISTING SURFACE FEATURES TO REMAIN SHALL BE ADJUSTED TO FINISH F ON <br /> "I EFCC __/ a 7' / 2' I \ GRADE. Q f4 LJ. <br /> 16 N:334242EFCC / S/VJ AP 1- 3. CONTRACTOR IS RESPONSIBLE FOR REMOVAL AND DISPOSAL OF ALL EXCESS Q' = a <br /> i 17 EXCAVATED MATERIAL AND ALL VEGETATION STUMPED,STRIPPED,CLEARED ♦- F <br /> E:1291937:84 N:334244.89 / 7 1 Z I. <br /> c> 7 E:1291967.75 / 17 ( \ 1 \ EFCC AND GRUBBED FROM SITE. Q W O <br /> 'w FC PCB -� I I 1 ~ \ N:334238.47 4. PROTECT ALL EXISTING UTILITIES TO REMAIN. ILL <br /> 4 A 1 E:1292046.40 C,4 <br /> W <br /> O N:334242.77 .a 18 / <br /> 9 8 E.1291971.17- 9 5 I \ U) <br /> Z \ I `N ,. NP334237.72 <br /> S/W AP v, <br /> y, a E:1291990.30 <br /> 334234.90 / S\ B \ \ \ \S� HORIZONTAL DATUM ETHE SPO BIBLE <br /> THEL L B,,FULLY <br /> OCATION <br /> 0 D----D-_-_ END S/W ME E.1291944.52 14 18 E:1291971.75 L �� RESPONSIBLE FOR THE LOCATION AND <br /> o D- __-D--_ - I - \ \ NAD83(1991),WASHINGTON STATE PLANE COORDINATES,NORTH ZONE,4601. PROTECTION OF ALL EXISTING <br /> •F[. - _ __ _ • UTILITIES AND SHALL VERIFY ALL <br /> U E:1291931.43- b� • - - C-- Q-N:33j234.35_ 1/ �a --� <br /> ,.: <br /> E.1 86.67 --Q----Q__ - -_Q _ \ \ <br /> ¢ --T-i-__T,-__T� \ aaJ/ / - --- --- - UNDERGR LOCATE LINE. <br /> '1 2 19 r C \ ° I� VERTICAL DATUM UTILITY LOCATIONS PRIOR TO <br /> 1 I NAVD 88 CONSTRUCTION BY CALLING THE: <br /> 1--- - R-26' \ PROJECT BENCHMARK:SNOHOMISH CO.MON#PAIN OUND LO <br /> -_ __ Tr-y [ ` BASED ON SNOHMISH COUNTY MONUMENT DESIGNATION"PAIN",BEING A 3" 811 <br /> A MINIMUM OF 48 HOURS PRIOR <br /> g - 1--- 1--- - T�jI __Ty I _T ___T BRASS MONUMENT IN CONCRETE AT THE SURFACE,NEAR A GATED ENTRANCE TO ANY EXCAVATION <br /> / / 1 -T,--- TO THE PAIN FIELD AIRPORT. <br /> END FC ME -- -----!_ I j - ELEVATION=591.41'(NAVD88). <br /> p ____ lo <br /> N:334216.70 T <br /> U E:1291931.19 20 14 MID POINT RAMP I EDw IN d <br /> / N:334225.07 13 -- EPAP I / 1oF sy�l� <br /> 'a E:1291962.56 N:334212.51 <br /> m <br /> TEXT E:1291994.87 <br /> N:334217.75 ,r <br /> ¢ E:1291944.30 <br /> w <br /> o�zoo w <br /> i100TH ST SW 53/ORAL ECG`i4JN� <br /> a K <br /> 3 <br /> JOB NO.: R313078.01 <br /> DATE: 04/13/2022 <br /> w -s----s----s----S-- -- T -- __ _ -- DESIGNED:D.BAGLEY <br /> DRAFTED: <br /> a -s-- -S----S----S--- 5--- 5----5----5----5--§ - N <br /> 0 Of -- CHECKED: B.DUNNING <br /> - - <br /> SCALE: NTS <br /> a o <br /> 10 5 0 10 20 DRAWING NO. <br /> 3 <br /> r SCALE IN FEET <br /> C3.0 <br /> v = SHEET: 5 of 1 Li <br />