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VICINITY <br />CGRD1322126 <br />CNOT1322126 <br />CSI T 1322126 <br />CUSDI322126 <br />CU WS1322126 <br />OTOP1322126 <br />TBLOCK <br />OSI T 1322126 <br />ASI T1322126 <br />KEYMAP <br />PTN. OF SW 1/4, SE 1/4 OF SEC 14, TWP 28 IllR4E <br />W.M. <br />11 <br />CONSTRUCTION NOTES <br />U <br />f <br />OCEMENT CONCRETE DRIVEWAY RAMP, TYPE - 1 PER COE SM. <br />J <br />DET. 315 <br />RECORD DRAWING <br />SAWCUT, REMOVE, AND REPLACE EXIST. AC PVMT. <br />This Record Drawing has been prepared, in part, <br />OTYPE A-1 CEMENT CONC. CURB AND GUTTER PER COE STD. DET. <br />307, LENGTH PER PLAN <br />based on "As -Built" information provided by <br />others. Though the as -built information and this <br />A-1 CEMENT CONC. CURB AND SIDEWALK PER COE STD. <br />O <br />DET. 312, LENGTH PER PLAN <br />DET. <br />drawing are based on the best available <br />information no presumption should be made <br />O STOP SIGN" PER MUTCD R1-1, INSTALLED PER TRAFFIC SIGN <br />POST COE STD. PLAN 716 <br />Of <br />to <br />regarding the drawing's accuracy. <br />a- <br />Z <br />O 2" MIN. DEPTH HMA PVMT. GRIND AND OVERLAY <br />2 <br />Jim Knappert 11/22/2024 <br />O7 PIPE INLET PR07ECTION PER DET. ON SHT. C3.100 W1 PIPE END <br />o <br />3 <br />0 <br />STA 31+81.34, 16.80' <br />O2 0 4 <br />LT STA 31+91.34, 16.79 LT <br />Permit Inspector <br />DEBRIS BARRIER PER COE STD. DET. 435 ON SHT. C3.100 <br />V) <br />2 <br />= <br />U <br />BEGIN, MATCH EXIST. <br />END, MATCH EXIST. 2 3 4 <br />a <br />LU <br />NOTES. <br />CB RIM: 551.89' <br />STA 31+61.33, 17.82' LT <br />STA 32+11.34, 17.78' LT <br />1. IN THE EVENT THAT THE EXIS7NG SIDEWALK, OR ASPHALT <br />m <br />v <br />,» CONC(N) IE=549.89' <br />6 BEGIN, MATCH EXIST. <br />END, MATCH EXIST. 6 <br />LOCATED WITHIN THE RIGHT -OR -WAY IS DAMAGED DURING <br />� <br />a <br />12" CONC(S) IE=549.79' <br />CONSTRUCTION, IT SHALL BE REPAIRED OR REPLACED IN <br />CB RIM: 552.21' <br />CB (RECORD) <br />ACCORDANCE WITH CURRENT CITY OF EVERETT STANDARDS PER <br />2 (TYP,) 12" CONC(N) IE=549.61' <br />12" CONC(N) RECORD <br />THE CITY PUBLIC NARKS INSPECTOR. <br />z <br />12" CONC(S) I -549 51' <br />2 CONC(S) RECORD <br />❑ El <br />2. EVERETT TRANSITSHALL BE <br />FTHE ALONG RS <br />M„ � t <br />N OF TRANS STOPS <br />- - <br />9 <br />EVERGREEN WAY. <br />S C <br />ti WAS <br />37LF 12" SO o 6' <br />rn <br />S=1.00% <br />STA 30+95.43, 9.00 RT <br />218THAVEW <br />- - <br />o� <br />w <br />BE MATCH EXIST. <br />z <br />STA END 32+25.44, 18.00' RT 3 4 <br />—— <br />LEGEND <br />tie <br />LOCAL ACCESS <br />3i+ ( ) <br />STA 32+31.45, 10.47 RT _ <br />— — — — <br />_ <br />— — <br />LOCK AND LOAD RETAINING WALL <br />4 <br />ti <br />STA 31+01.43, 18.00' RT <br />_ <br />END, MATCH FXIST — <br />— <br />C 33 00 <br />(SEE SHT. W-1 FOR DETAILS) <br />n C37610� O <br />OFF tSTE <br />I <br />3 4 <br />BEGIN ^o <br />� - <br />' - <br />- <br />ss ZONAL <br />_ <br />4' HIGH FALL PROTECTION FENCE (TYP.) <br />— — — <br />I <br />I <br />—SS / SS SS <br />� <br />---------------- LIMIT OF GRADING <br />S q <br />_ a`S <br />° S � <br />160 EXISTING TOPOGRAPHIC CONTOUR <br />THE AS BUILT INFORMATION <br />SHOWN ON THIS PLAN IS PER <br />— — <br />INV. 12" PLASTIC <br />NV. 12" PLASTIC <br />60 PROPOSED GRADE CONTOUR <br />A FIELD SURVEY PERFORMED <br />ROW — — <br />— = <br />V. 12" CONCTITSTA <br />_ _ _ %_- EL=549.23' <br />EL=548.98' <br />BY PACIFIC COAST SURVEYS, <br />30+60.65, 12.95' RT <br />7 <br />L=549.78' <br />_ <br />5 CB400 - - <br />T - - <br />- - <br />h TYPE 1 STORM DRAINAGE CATCH BASIN <br />INC. AND/OR RECORD DATA <br />IE=550.16 <br />_ _ <br />TYPE 1 <br />_ <br />PROVIDED BY THE <br />BACKFILL EXIST. <br />_ _ _ _ _ _ <br />- <br />- F <br />TYPE 2 STORM DRAINAGE CATCH BASIN <br />CONTRACTOR. <br />DITCH TO CULVERT <br />1 <br />& <br />" <br />12 SD <br />SSMH (RECORDED) <br />S _ <br />i TYPE 2 STORM DRAINAGE CATCH BASIN <br />Z <br />SEARCHED FOR <br />- STA 31+96.60, 18.00' RT <br />I 1 <br />{ 27.14% <br />K17H SOLID LOCKING LID <br />o <br />NOT FOUND <br />26 DRIVEWAY <br />- - r- UNIT 1 <br />UNIT <br />SD STORM DRAINAGE PIPE <br />INV. 12" CONC <br />r INTERCITY GARDENS CONDO <br />INTERCITY <br />GARDENS CONDO <br />i <br />00480600101901 EL=549.9T <br />of I -I <br />II I <br />A.F. 200605165002 <br />r # <br />A.F. <br />#200605165002 <br />Ro — Ro ROOF/FND. DRAIN COLLECTION <br />3 <br />(TO BE PLUGGED) <br />2 <br />g <br />l <br />2" CONC. CULVERT <br />- <br />I <br />/ l <br />r r <br />i ROAD SIGN <br />z <br />LU Z) <br />t <br />SEE C3.02 <br />GAR=XXX.X FINISHED FLOOR ELEVATION <br />�X RAMP DET., SEE SHT. C3.30 <br />j 2 <br />Q o <br />HMA GRIND AND OVERLAY <br />x <br />00 N <br />ti <br />g <br />W a <br />� <br />� w <br />W <br />Z) a <br />565 <br />565 <br />'CY^ <br />V J/, <br />15 <br />3 <br />14 <br />C <br />O <br />560 <br />560 <br />17 6 09 8 7 6 5 4 3 1 <br />ci fQ- <br />¢ <br />= <br />C w <br />7 Cal <br />AT f GRADE <br />o o^ <br />TRACT 999 <br />W a LL 0 <br />0 <br />U <br />555 <br />EXIST. GROUND AT <br />o r o <br />o o u`"i <br />555 <br />18 20 <br />SAWCUT (TYP.) <br />_N + <br />21 <br />CLIENT <br />--- -- - - <br />-- ---0.62% - -- -- <br />? IIw 0.63% - - - -- <br />23 M <br />550 <br />-0.58% <br />550 <br />¢ <br />PACIFIC RIDGE HOMES <br />100TH STREET SW <br />17921 BOTHELL-EVERETT HWY <br />SUITE 100 <br />Q <br />KEYMAP NOT TO SCALE <br />PHONE: (425)438-8444 <br />545 <br />I 545 <br />CB400 TYPE 1 <br />RIM=WW)-54A.9I9 <br />IE(12'NW)=54�A9 547.02 <br />C P H <br />540 <br />540 <br />CONSULTANTS <br />Site Planning - Civil Engineering <br />EXIST. GROUND ELEV. AT ROADWAY q (TYP.) <br />Landscape Architecture - Land Use Consulting <br />535 <br />FINISH GRADE ELEV. AT ROADWAY FL (TYP.) <br />535 <br />11321-B NE 1201h5treet <br />Krkland, WA 98034.14251285-2390 <br />101 South Wenatchee Avenue, Suite C3 <br />Wenatchee, WA 98801 -(509) 293-7731 <br />O � <br />00 � L0 CO <br />Nwww.c <br />p hco ns u Ito nts.c a <br />N <br />�0 �n <br />N N N,nj N N <br />�n �n � h � h Ln h � <br />I h Ln Ln �' Ln Ln <br />Ln <br />PROJECT NO. <br />`n' <br />Ln; `n' `n h "' h � to <br />to h h �' Ln Ln <br />Ln <br />n <br />0132-21-026 <br />0 5 10 <br />DRAWING <br />C3.05 <br />30+40 30+80 31+20 31+60 32+00 32+40 32+80 33+20 <br />VERT. IN FEET <br />°,, <br />18TH AVENUE W <br />0 20 40 <br />Kn wwhat§below. <br />Callbefine you dig. <br />HORIZ. IN FEET Copydght® 2024CPH Consultants, LLC. All Rights Reserved. <br />SHEET 15 OF 3� <br />