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6 DOME RIM=1 9.1 S. <br />NE) <br />UNABLE TO MEA URE <br />I WEST IE, BLO KED <br />BV OOR <br />O <br />I w <br />I N <br />P <br />p INLET PROTECTION <br />PER STD DTL POWER <br />RISER , <br />SS <br />u IE' <br />0 <br />rn SS S <br />SIDESEWER <br />CONNECTION PER <br />STD DTL 602'h <br />EXISTING 10' MAIN <br />PER CITY GIS <br />y <br />APPROXIMATE <br />LOCATION OF NEAREST <br />MANHOLE. DEPTH AT <br />MANHOLE 19.05 FT <br />REMOVE REPLACE CONCRETE <br />PANELS IN FULL SECTIONS <br />SITE 2 - UTILITY PLAN <br />SCALE: 1" = 10' <br />SECTION 19 & 30, TOWNSHIP 29 NORTH, RANGE 5 EAST, W.M. <br />ow,rv�aa I � m PICAL <br />> <br />FF=128.95' PLANTER POTS <br />'DOWNTOWN' <br />SSMH RIM=124.8IL <br />0' <br />/4 <br />IE0(8' PVC W)110'8'PHANDiRAE= VCSE) <br />SIDEWALK RESTORATION PER CITY OF REMOVE & REPLACE <br />P EVERETT DETAIL 312 AND TO MATCH AS REQUIRED <br />V _ EXIST PATTERN AND WIDTH. 1" RPBA AND HOT BOX --P p <br />�- - 7''- - so Mlo(PARKINc° _ PER STD <br />$ 3S <br />W w ----w <br />�95UP1.5"PE �v <br />WATER SERVICE <br />Provide 1.5-feet of <br />L TRENCH DRAIN IN FRONT OF DOOR. <br />arance betweeno <br />_ _ <br />-T17 <br />-PROVIDE ADA SAFE GRATE. jcI <br />building and face Of <br />\ NTER POTS <br />LF 6" PVC <br />CONNECT TO COMBINED SEWER. <br />Curb. <br />\ <br />S=0.879 FT/FT <br />HCONTRACTOR <br />PROVIDE TRAP FOR GAS CONTROL <br />- - <br />\ CB T-1 RIM=124.19' <br />TO VERIFY)- - - - _ _ <br />- <br />1�=122.21' CPP NE) <br />_ - <br />- <br />(8" <br />INLET PROTECTION <br />- - -_ <br />CALIFORNIA AVE. <br />PER STD DTL 210 <br />GRADING LEGEND <br />-000.00 EXISTING ELEVATION <br />. 000.00 DESIGN ELEVATION <br />_-7C 000.00 TOP OF CURB ELEVATION <br />o 5 10 <br />000 _-FL .00 FLOWLINE ELEVATION <br />Feat <br />r__, Q,______________ _ _ _� <br />O P -P <br />PJ P <br />p <br />P P <br />_P I - <br />REMOVE <br />IN FILL CONCRETE FOR ADA <br />EXISTING CURB <br />i <br />ACCESS PER STD DTL 312 <br />\ GRADE EVENLY <br />GRADEEVENLY 1128.27� <br />i <br />/ <br />\ BETWEEN GRA <br />BETWEEN CURB, ADA <br />\ B BAND <br />PAD, AND EX WALK <br />i <br />I EX WALK <br />It2863a 128.25 <br />128.10 \ <br />127.57 TC 127.27 <br />-- <br />/ FL 126.77 <br />FL 128.19 <br />E <br />_ ________ <br />MATCH <br />1 8.23 <br />1.75./0° <br />,-------- <br />CURB p <br />�¢ <br />"- 7 MATCH <br />o <br />FEE: 128.15 'm <br />CURB <br />(Z 127.47 <br />TC 128.6 3 <br />128.14 00 '�. <br />FL 1'16.97 <br />FL 128.1 <br />_ <br />TC 128.60 <br />SAWCUT FOR NEW <br />CURB, MATCH GRADE <br />TC 128.05 <br />TC 127.85 <br />128.08 128.45 <br />j2e FL 12 <br />FL 127.35 <br />CURB TO DIVERT FLOW <br />12746 <br />--- <br />AROUND STRUCTURE <br />- - - - ________________ <br />128.00 <br />I <br />I <br />I- - <br />CALIFORNIA AVENUE <br />I- - - - - - - - - - - - - - - - - - - - - - - J <br />SITE 2 - GRADING PLAN <br />SCALE: 1" = 5' <br />Pad in front of unit <br />must be 54" beyond <br />face of structure and <br />24" beyond door <br />swing. 2 % max pad <br />slope any direction. <br />s° \ � I <br />\ % <br />CONNECT TOLEGACY <br />1" <br />METER AND LINE PER CITY GIS. <br />CONTRACTOR TO LOCATE <br />- O <br />SDMH RIM=124.72' <br />IE=120.84(4' PVC N) <br />IE=121.fi7: (8' CPP SW) <br />IE=120.25' (12" PVC SE) <br />IE=120.81' (8' CONC E) <br />0 10 20 <br />Feet <br />3 <br />3 <br />3 <br />3 <br />3 <br />QII <br />TBM B <br />FOUND MONUMENT IN CASE <br />3.5' IRON PIPE W/LEAD <br />& BRASS PIN <br />DOWN 0.3'IN CASE <br />VISITED 2I5I2024 <br />ELEV: 123.46' <br />SS_ <br />S SS <br />SSMH RIM=124.63' 3 <br />IE=107.11 (8" PVC NW) <br />IE=107.22' (21' PVC N) <br />IE=107.12' (21' PVC E) <br />IE=111.2V (8" PVC NW) <br />3 <br />SITE 2 <br />COPE GILLETTE THEATER <br />1615 CALIFORNIA STREET <br />REVISIONS <br />co 0 <br />LU 0 N <br />W <br />N P) <br />Z LU N O <br />�R <br />V <br />Z <br />LU N <br />Z <br />O <br />O <br />fh <br />W <br />7 <br />Ld <br />N N <br />-O <br />N <br />Q Q W <br />}a <br />m 3 <br />J <br />00 F <br />U Lu <br />0[ <br />Nub <br />W <br />LU a <br />O z a <br />I O Z <br />2 z 0 a <br />O = F <br />�a CCCC ce <br />w� v~i � <br />cc F z <br />cc OF <br />O LU <br />F- LUIN <br />F <br />Oo V. <br />DATE: <br />4/4/24 <br />JOB #: <br />24-033 <br />ro. <br />Know what's belOW. <br />Cell before you dig. <br />C3.0 <br />