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VICINITY <br />CGRD1322126 <br />CNOT1322126 <br />CSI T 1322126 <br />CUSDI322126 <br />CUWS1322126 <br />OTOP1322126 <br />TBLOCK <br />OSI T7 322126 <br />ASI T1322126 <br />KEYMAP <br />PTN. OF SW 1/4, SE 1/4 OF SEC <br />14, TWP 28 N, R4E W.M. <br />CONSTRUCTION NOTES11 <br />U <br />2 <br />f <br />OCEMENT CONCRETE DRIVEWAY RAMP, TYPE - 1 PER COE STD. <br />m <br />J <br />DET. 315 <br />SEE C3.02 <br />O SAWCUT, REMOVE, AND REPLACE EXIST. AC PVMT. <br />LOT 21 F <br />®' II <br />5' PRIVATE SD ESMT. <br />TYPE A-1 CEMENT CONC. CURB AND GUTTER PER COE STD. DET. <br />O <br />3307, <br />i <br />INTERCITY GARDEN TRACTS <br />(� <br />LENGTH PER PLAN <br />VOL. 13, PAGE 43 i1 <br />00480600102109 L <br />1 22 sE=s4e.2� o <br />TRACT998 <br />TYPE A-1 CEMENT CONC. CURB AND SIDEWALK PER COE STD. <br />O <br />7 o (PRI A1E ACCESS AND <br />UTILITIES) <br />DET. 31Z LENGTH PER PLAN <br />Y 1 <br />"STOP SIGN" PER MUTCD R1-1, INSTALLED PER TRAFFIC SIGN <br />23 sE=54e.�� j 5LF 12 SD <br />00480600702709 <br />POST COE STD. PLAN 716 <br />C8100, TYPE 2-48" <br />i� <br />/ 1°� S=16:56% 66.60% <br />a <br />z <br />STA 41+74.37, 25.35 LT STA LT <br />- <br />-------____�________ �; W 01 <br />CB103 <br />TYPE' S(JLID LOCKING LID <br />O 2" MIN. DEPTH HMA PVMT. GRIND AND OVERLAY <br />Y <br />2 BEGIN, MATCH EXIST. 41+76. $ 9.78' <br />NV. 72" <br />CONC. 7 <br />RIM=549 OO <br />�11FFW/ <br />12~ $D 00480600102702 <br />O PIPE INLET PROTECTION PER DET. ON SHT. C3.100 W/ PIPE END <br />2 <br />o <br />0 <br />INV. 12" CONC. EL-543.37' <br />CB102 <br />;;,\ ,' IE(12'E)T344.98547.00 <br />OBL�aj <br />S--+-48X49.31% <br />DEBRIS BARRIER PER COE STD. DET. 435 ON SHT. C3.100 <br />m <br />0 <br />LU <br />--EL=543.60' - - <br />TYPE 1 W/ SOLID LOCKING LID <br />-B9EF12" SD CS100 44LF I <br />' SD <br />TEMP. CULVERT <br />7 <br />NOTES. <br />a <br />- - - - <br />- - - <br />=},y2N0.55% TYPE 2-54 (All <br />p ., 5�m <br />S=o <br />1.41% <br />STA LT FUTURE ROADWAY <br />IE(12"W)J546-34 44+02.97, 31.71' IMPROVEMENTS BY <br />1. IN THE EVENT THAT THE EXISTING SIDEWALK OR ASPHALT <br />w <br />m <br />N <br />v <br />544- - - J <br />5 j - - - <br />546.28 CITY OF EVERETT <br />LOCATED WIININ THE RIGHT -OR -WAY IS DAMAGED DURING <br />Q <br />- <br />CONSTRUCTION IT SHALL BE REPAIRED OR REPLACED IN <br />r <br />-548- - - <br />ACCORDANCE WITH CURRENT CITY OF EVERETT STANDARDS PER <br />THE CITY PUBLIC WORKS INSPECTOR. <br />a <br />i \---548-- <br />- - - - -- <br />z <br />' <br />2. EVERETT TRANSIT SHALL BE NOTIFIED A MINIMUM OF 48-HOURS <br />r __-_------ -- <br />22LF 12" SO --------5- <br />DV NCEOF ANY IMPACT OF THE TRANSIT STOPS ALONG <br />IN ADVANCE <br />SC <br />a SD D <br />S <br />- =-_- _ <br />�� <br />Q WAS <br />------------ -- <br />- - - - -546 <br />F <br />D - <br />------SD-- S� END, MATCH E T. -3 - <br />�@ <br />~e�� <br />�42+90 <br />- - _ <br />- <br />S <br />. <br />- <br />-- <br />oo - 7 24.06' I <br />- <br />100THSTREETSW <br />LEGEND <br />to <br />SS <br />d0 d0- - - <br />TA _ 36 DRIVEWAY 44+00 <br />- <br />1 <br />(LOCAL ACCESS) oo <br />LOCK AND LOAD RETAINING WALL <br />4 <br />? 37610 O � <br />—17+QQ�4- - - <br />D SD CULVERT41+�3Ofi1�-- <br />- <br />dO� d0 - d0 QQ+ - aS <br />S� <br />(SEE SHT. W-1 FOR DETAILS) <br />o� E'0 <br />FSSIIST���G� <br />,, 7 <br />h INV. 12 CONC. <br />{}18 <br />542— SSMH RIM-54�. 1'— — <br />aS dO d d0 19+00 <br />Step <br />- <br />4' HIGH FALL PROTECTION FENCE TYP.) <br />( <br />ONAL �� <br />EL=539.61' IE(121V)=53986539.61 <br />- <br />8" PVC(E) INV.=531.96' <br />T d0 CB RIM=54 <br />OHP&T d0 =!-546.62' <br />---------------- <br />� <br />12" IRON(E) <br />LIMIT OF GRADING <br />7 "IA//Rl <br />INV. (RECORD)NOT FOUND <br />' <br />W 12" IR <br />- 160 EXISTING TOPOGRAPHIC CONTOUR <br />THE AS -BUILT INFORMATION <br />W W <br />W <br />W <br />2 E W <br />SHOWN ON THIS PLAN IS PER <br />A FIELD SURVEY PERFORMED <br />W W W <br />16D PROPOSED GRADE CONTOUR <br />— W W <br />CB RIM=548. 3' <br />BY PACIFIC COAST SURVEYS <br />4 STA 43+00.04, 4.24' <br />RT <br />12" IRON E) 548.78' <br />hI TYPE 1 STORM DRAINAGE CATCH BASIN <br />INC. AND/OR RECORD DATA <br />FUTURE ROADWAY <br />AP <br />12" IRON W) 548.78' <br />PROVIDED BY THE <br />IMPROVEMENTS BY <br />TA 43+36.86, 4.12' RT <br />4 <br />_. <br />i' TYPE 2 STORM DRAINAGE CATCH BASIN <br />CONTRACTOR. <br />CITY OF EVERETT <br />AP <br />TYPE 2 STORM DRAINAGE CATCH BASIN <br />== NTH SOLID LOCKING LID <br />zo <br />SD STORM DRAINAGE PIPE <br />z_ <br />x <br />Ro Ro ROOF/FND. DRAIN COLLECTION <br />3 <br />i ROAD SIGN <br />z <br />GAR=XXX.X FINISHED FLOOR ELEVATION <br />0 <br />W <br />�X RAMP DET., SEE SHT. C3.30 <br />U) <br />0 <br />HMA GRIND AND OVERLAY <br />p N <br />O <br />ti <br />y <br />W <br />g <br />W a. <br />555 <br />all <br />555 <br />z <br />Uj <br />�Q, <br />� W <br />a <br />h <br />FINISH GRADE `: `F <br />v) C) <br />550 <br />EXIST. GROUND AT <br />AT LT, �� 1! <br />550 <br />r�n Y a <br />SAWCUT (11P.) LAJ <br />11 w <br />v/ <br />- <br />1.33% <br />15 <br />- <br />i <br />14 <br />0 <br />545 <br />- <br />546.28 <br />IE= 546+ <br />545 <br />17 6 09 8 7 6 5 4 3 2 1 W <br />O J z <br />- - <br />108LF <br />i69EF 12" SO <br />14LF <br />12" SO <br />= <br />w <br />z m Uj <br />+y <br />17 F <br />3L <br />12" SD <br />S�lPr 0.55% <br />S -+.-#e <br />9.31% <br />10103,TYPE <br />TRACT 999 <br />Z) O <br />UJ a <br />-1 �5EF <br />1 <br />18 20 <br />W <br />540 <br />W/SOLID LOCKING LID I <br />540 <br />U <br />S _ <br />RIM-548�B 548.70 <br />0-8 54R <br />IE(12"W)-84&02 544.95 <br />21 <br />CLIENT <br />TO OUTFALL " IE(12'E)-546;A2544.95 <br />CB402, TYPE 1 W/ SOLID LOCKING LID 08105, TYPE 2-48 <br />RIM=548-}4 <br />CB100, TYPE 2-48" <br />547.98RIM=549a2546.71 IE(12W) e98540.68 <br />A=_::I� <br />535 <br />RIM=546.25546.05 <br />IE(12'E)--54+#8544.36 <br />�T�''� <br />535 <br />PACIFIC RIDGE HOMES <br />IE(12'E)=339 3539.75 <br />IE(12'S)=✓39.93539.75 <br />IE(12"W)=54+4B 544.36 <br />IE(12"W)-54e.98540.68 <br />IE(61N)=54f.48 540.58 <br />100THSTREETSW <br />SUITE 100 <br />33OLF 8' PVC <br />i 0 - - - <br />- - <br />BOTHELL, WA 98012 <br />L J- - S -0.0016 <br />- - - <br />KEYMAP NOT TO SCALE <br />PHONE: (425)438-8444 <br />530 <br />EXITS <br />SSMH <br />530 <br />RIM <br />546 6L <br />IE(E) <br />531.96(IN) <br />IE(N) <br />IE(W) <br />532.69(IN) <br />531.86(IN) <br />RECORD DRAWING <br />C <br />IE(W)531.86(DUT) <br />P H <br />525 <br />525 <br />This Record Drawing has been prepared, in part, <br />based on "As -Built" information provided by <br />CONSULTANTS <br />others. Though the as -built information and this <br />Site Planning-CNilEngineering <br />EXIST. GROUND ELEV. AT ROADWAY (1YP.) <br />drawing are based on the best available <br />Landscape Architecture - LandUseConsulting <br />information, no presumption should be made <br />11321-B NE 12M Street <br />520 <br />F FINISH GRADE ELEV. AT ROADWAY FL (TYP.) <br />520 <br />regarding the drawing's accuracy. <br />Jim Knappert 11/22/2024 <br />IOAdand, WA 98034-(4251285-2390 <br />101 South Wenatchee Avenue, Suite C3 <br />Wenatchee, WA 98801-(509) 293-7731 <br />Ln Cc <br />o:otOi C' I LIB �,'n N,.O �n.M <br />� <br />Permit Inspector <br />www.cphconsultants.com <br />^ C <br />PROJECT NO. <br />Ll, U.)Ll, LO � to L h Ln Ln L to <br />0 5 lu <br />0132-21-026 <br />IN FEE40 <br />DRAWING <br />C3.04 <br />41+60 42+00 42+40 42+80 43+20 43+60 44+00 44+40 <br />OVERT. 20 <br />°, <br />100THSTREETSW <br />Rnowwhat%below. <br />HORIZ. 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