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℄ HALLADAY STREET <br />LEGEND <br />EXISTING CONTOUR <br />PROPOSED CONTOUR <br />SPOT ELEVATION <br />PROPOSED PAVEMENT OVERLAY <br />EXISTING SIDEWALK <br />EXISTING AC PARKING <br />EXISTING LANDSCAPE <br />EXIST WALL <br />PROPOSED STORM DRAIN <br />FLOW LINE <br />PROPERTY LINE <br /> SURFACE SLOPE <br /> STORM DRAIN SLOPE <br />ADA TRAVEL PATH <br />WATER LINE <br />DF DEEPENED FOOTING <br />PAD PROPOSED PAD ELEVATION <br />FS PROPOSED FINISHED SURFACE <br />FG PROPOSED FINISHED GROUND <br />FF PROPOSED FINISHED FLOOR <br />INV INVERT OF PIPE <br />TG TOP OF GRATE <br />PL PROPERTY LINE <br />TW TOP OF WALL <br />TF TOP OF FOOTING <br />HP HIGH POINT <br />TC TOP OF CURB <br />100 <br />100 <br />100FS <br />SD <br />X.X% <br />S=X.X <br />W <br />NO PARKING <br />℄ YO <br />U <br />N <br />G <br /> <br />S <br />T <br />R <br />E <br />E <br />T <br />EXISTING BUILDING <br />TO REMAIN IN PLACE <br />(FF = 100.00) <br />(99.92) <br />ES <br />(99.92) <br />ES <br />(99.92) <br />ES <br />(99.92) <br />ES <br />(99.95) <br />ES <br />(99.95) <br />ES <br />(99.95) <br />ES <br />(99.67) <br />ES <br />(99.92) <br />ES <br />100.20 <br />FS, HP <br />100.20 <br />FS, HP <br />100.20 <br />FS, HP <br />(99.50) <br />ES <br />100.00 <br />FS <br />(99.37) <br />FL <br />(98.20) <br />FL <br />(98.33) <br />FS <br />(98.91) <br />FS <br />(98.78) <br />FL <br />(98.93) <br />ES <br />EXISTING <br />PLANTER <br />EXISTING CONCRETE <br />V-GUTTER <br />4 <br />EXISTING ASPHALT <br />PAVEMENT TO BE <br />PROTECTED IN PLACE <br />100.00 <br />FS <br />(99.92) <br />ES <br />100.00 <br />FS <br />(99.95) <br />ES <br />DEMO EXISTING BUILDING <br />WALL TO SLAB <br />SLAB TO REMAIN IN PLACE <br />(FF = 100.00) <br />(99.92) <br />ES <br />EXISTING <br />PLANTER <br />EXISTING INLET TO <br />PROTECT IN PLACE <br />(99.06) <br />FL <br />EXISTING PROPERTY <br />LINE WALL <br />100.00 <br />FS <br />(99.92) <br />ES <br />100.00 <br />FS <br />(99.95) <br />ES <br />100.00 <br />FS <br />(99.95) <br />ES <br />20 <br />' <br />20 <br />' <br />40 <br />' <br />EXISTING CONCRETE <br />WALKWAY <br />EXISTING <br />PLANTER <br />EXISTING CONCRETE <br />WALKWAY <br />4 <br />⅊ N 00°16'00" E 330.90' <br />⅊ N 00°16'00" E 330.84' <br />⅊ N 89°44'00" W 117.55' <br />8'21' <br />29' <br />N <br />8 <br />9 <br />° <br />4 <br />4 <br />' <br />0 <br />0 <br />" <br /> <br />W <br /> <br />75 <br />8 <br />. <br />5 <br />4 <br />' <br />SD <br />SD <br />SD <br />SD <br />SD <br />SD <br />SD <br />SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD <br />SD <br />99.30 TG <br />98.30 INV1 <br />99.30 TG <br />98.15 INV1 <br />99.30 TG <br />98.00 INV <br />1 <br />99.30 TG <br />97.85 INV1 <br />99.30 TG <br />97.70 INV1 <br />99.30 TG <br />97.55 INV1 <br />99.30 TG <br />97.40 INV1 <br />99.30 TG <br />97.25 INV1 <br />2 <br />2 <br />2 <br />2 <br />2 <br />2 <br />99.25 TG <br />97.10 INV 1 <br />99.25 TG <br />96.95 INV 1 <br />99.25 TG <br />96.80 INV 1 <br />99.25 TG <br />96.65 INV 1 <br />99.25 TG <br />96.50 INV 1 99.25 TG <br />96.35 INV 1 <br />99.25 TG <br />96.20 INV 1 <br />99.25 TG <br />96.05 INV <br />99.25 TG <br />95.90 INV 1 <br />99.25 TG <br />95.75 INV 1 99.25 TG <br />95.60 INV 1 <br />2 <br />2 <br />2 <br />2 <br />2 2 2 <br />2 2 <br />2 <br />2 <br />99.25 TG <br />95.45 INV 1 99.25 TG <br />95.30 INV <br />99.25 TG <br />95.15 INV 1 <br />2 2 2 <br />99.25 TG <br />95.00 INV 1 <br />2 <br />99.25 TG <br />94.85 INV <br />2 <br />99.25 TG <br />94.70 INV 1 <br />2 <br />99.25 TG <br />94.55 INV <br />2 <br />99.25 TG <br />94.40 INV 1 <br />2 <br />99.45 TG <br />94.25 INV, IN <br />93.45 BOTTOM <br />6 <br />99.25 TG <br />98.06 BOTTOM <br />98.06 <br />INV,OUTLET <br />3 <br />SD SD <br />2 <br />EXISTING DOWNSPOUT EXISTING DOWNSPOUT <br />R/W N 89°44'00" W 120.00'ADA PATH OF TRAVEL <br />NEW 6' HIGH WALL <br />AND GATE BY OTHER <br />NEW 6' HIGH WALL <br />AND GATE BY OTHER <br />EXIST SIDEWALK <br />TO BE PROTECTED <br />IN PLACE <br />EXIST SIDEWALK <br />TO BE PROTECTED <br />IN PLACE <br />SD <br />SD <br />EXISTING OUTLET <br />TO PROTECT IN PLACE <br />52 <br />1 1 <br />1 <br />1 7 <br />21'-1"5'-8" <br />4' <br />1% <br />1% <br />1% <br />1% <br />1%1% <br />(EXIST) <br />1% <br />(EXIST) <br />(E <br />X <br />I <br />S <br />T <br />) <br />(EXIST) <br />(E <br />X <br />I <br />S <br />T <br />) <br />(E <br />X <br />I <br />S <br />T <br />) <br />(E <br />X <br />I <br />S <br />T <br />) <br />1% <br />(EXIST) <br />(E <br />X <br />I <br />S <br />T <br />) <br />(2 <br />% <br />) <br />(E <br />X <br />I <br />S <br />T <br />) <br />(2%) <br />(E <br />X <br />I <br />S <br />T <br />) <br />(E <br />X <br />I <br />S <br />T <br />) <br />(E <br />X <br />I <br />S <br />T <br />) <br />S= <br />1 <br />% <br />S=1% <br />S= <br />1 <br />% <br />S= <br />1 <br />% <br />S= <br />1 <br />% <br />S= <br />1 <br />% <br />S= <br />1 <br />% <br />S= <br />1 <br />% <br />S=1%S=1%S=1%S=1%S=1%S=1%S=1%S=1%S=1%S=1%S=1%S=1%S=1%S=1%S=1%S=1%S=1%S=1%S=1%S=1% <br />(2 <br />% <br />) <br />(2 <br />% <br />) <br />9'9' <br />18 <br />' <br />4'SEE GUTTER <br />CROSSING DETAIL <br />EXISTING <br />STORM DRAIN <br />CONSTRUCTION NOTE <br />1 INSTALL 6" DIA. DRAIN NDS 40 W/RISER AND ADAPTOR OR EQUAL. <br />2 INSTALL 6" DIA. PVC SCHEDULE 40 OR SDR 35 PIPE DRAIN SYSTEM. <br />3 INSTALL 18"X18" CATCH BASIN PER DETAIL HERE ON AND SHEET 3. <br />4 OVERLAY PAVEMENT ON TOP OF EXISTING SLAB TO GENERATE MINIMAL SLOP AT 1% FROM <br />CENTER OF THE EXISTING SLAB. <br />5 INSTALL 6" TRENCH DRAIN PER DETAIL HERE ON AND SHEET 3. <br />6 INSTALL DUPLEX SUMP PUMP SYSTEM PER DETAIL HERE ON AND SHEET 3. <br />7 INSTALL 2" PVC PUMP FORCE MAIN OUTLET. <br />100 <br />105 <br />110 <br />95 <br />90 <br />100 <br />105 <br />110 <br />95 <br />90 <br />⅊ <br />EXIST WALL <br />⅊ <br />1%1%(2%)(1%)(EXIST)(EXIST) <br />HP <br />(EXIST) <br />EXIST <br />CONCRETE WALKWAY <br />3. <br />5 <br />" <br /> <br />C <br />O <br />N <br />C <br />R <br />E <br />T <br />E <br />PA <br />V <br />E <br />M <br />E <br />N <br />T <br /> <br />O <br />V <br />E <br />R <br />L <br />A <br />Y <br />EXIST FENCE EXIST <br />PLANTER <br /> <br />2 <br />20'-1"20'-1" <br />1" <br /> <br />C <br />O <br />N <br />C <br />R <br />E <br />T <br />E <br />PA <br />V <br />E <br />M <br />E <br />N <br />T <br /> <br />O <br />V <br />E <br />R <br />L <br />A <br />Y <br />3'4'-10" <br />100 <br />105 <br />110 <br />95 <br />90 <br />100 <br />105 <br />110 <br />95 <br />90 <br />⅊ <br />EXIST WALL <br />⅊ <br />(EXIST)(EXIST)(EXIST)(EXIST)(EXIST) <br />EXIST <br />CONCRETE WALKWAYEXIST FENCE <br />EXIST <br />PLANTEREXISTING BUILDING <br />(FF = 100.00) <br /> <br />2 <br />4'-10"3'-5" <br />100 <br />105 <br />110 <br />95 <br />90 <br />100 <br />105 <br />110 <br />95 <br />90 <br />(EXIST)(EXIST)1%1% <br />HP <br />(2%) <br />3. <br />5 <br />" <br /> <br />C <br />O <br />N <br />C <br />R <br />E <br />T <br />E <br />PA <br />V <br />E <br />M <br />E <br />N <br />T <br />O <br />V <br />E <br />R <br />L <br />A <br />Y <br />EXIST <br />CONCRETE WALKWAY <br />EXIST <br />PLANTER <br />⅊ <br />EXIST WALL <br /> <br />2 <br />20'-2"20'-2" <br />6'-11"3' <br />24" <br />TRENCH DRAIN 21'-1" <br />FLOWLINE <br />EXISTING <br />GUTTER <br />R/W <br />TGPER <br /> <br />P <br />L <br />A <br />N <br />S <br />S=1% MIN.PER PLAN <br />6" P.V.C. DRAIN PIPE <br />6" TO 3" REDUCER <br />6" TRENCH DRAIN BY NDS <br />(GRATE SHALL BE INSET INTO CURB <br />FLUSH WITH ADJACENT SURFACES) <br />6" W X 24" L X 4" DEPTH <br />EXIST <br />I <br />N <br />G <br /> <br />G <br />U <br />T <br />T <br />E <br />R <br />TRENCH DRAIN <br />DETAIL <br />NOT TO SCALE <br />6" <br />5 <br />24" <br />ONSITE DRAIN <br />INLET <br />99.25 RIM <br />TRAFFIC RATED GRATE <br />6" TRENCH DRAIN BY NDS <br />(GRATE SHALL BE INSET INTO CURB <br />FLUSH WITH ADJACENT SURFACES) <br />MODEL NDL150HD - 6-IN WIDE DUCTIL <br />IRON FRAME AND D CLASS GRATE <br />25'-3" <br />98.06 INV OUT <br />98.72 TG(98.39) FL <br />TOP OF GRATE <br />ELEV. PER PLAN FINISH GRADE <br />PVC RISER (IF NEEDED) <br />PVC 45° ELL <br />PVC 45° ELL OR <br />WYE AS SHOWN <br />1% <br />PER PLA <br />N <br />PER PLA <br />N <br />PVC DRAIN LINE <br />(SIZE PER PLAN) <br />CONTINUED PVC DRAIN LINE <br />PVC DRAIN LINE <br />(SIZE PER PLAN) <br />INLET DRAIN <br />DETAIL <br />NOT TO SCALE <br />1 <br />18"×18" CATCH BASIN <br />NOT TO SCALE <br />3DETAIL <br />NON-TRAFFIC RATED GRATE <br />18" <br />99.25 TG <br />3" CURB <br />OUTLET <br />7"7" <br />98.06 INV <br />2" PUMP <br />FORM MAIN <br />98.60 INV <br />6" PUMP <br />OVERFLOW <br />98.60 INV <br />POUR IN PLACE <br />OR EQUIVALENT <br />CONCRETE <br />CATCH BASIN <br />EARTH WORK QUANTITY <br />CUT 0 C.Y. <br />FILL 0 C.Y. <br />IMPORT 0 C.Y. <br />EXPORT 0 C.Y. <br />SUMP PUMP <br />DETAIL <br />NOT TO SCALE <br />93.45 (INV.) <br />99.45 (TG) <br />2" DIA. PIPE <br />6 <br />36" <br />PRE-FAB FIBERGLASS PIT BY <br />ZOLLER ITEM NO. 31-1452 <br />FIBERGLASS BASIN OR EQUAL <br />OFF93.95 INV <br />NO.2 PUMP <br />ON <br />NO.1 PUMP <br />ON <br />TEE <br />A-1558-36 STEEL GRATE BY <br />"ALHAMBRA, FOUNDARY" <br />WEATHER-PROOF J-BOX <br />BY ELECT. <br />ANGLE FRAME TWO SUMP PUMPS IN ONE PIT, ZOLLER <br />MODEL 270-0005 1HP SUMP PUMP OR <br />EQUAL PUMPED DISCHARGE 1-2" PIPE <br />NOTE: <br />INCLUDES CIRCUIT BREAKER FOR EACH PUMP; MANGNETIC STARTER WITH 3 LEG PROTECTION <br />FOR EACH PUMP; HAND-OFF-AUTO SWITCHES AND RUN LIGHTS FOR EACH PUMP; AND BELL <br />ALARM AT SEPARATE ENCLOSURE. <br />SUMP PUMP SHALL BE PRIVATELY MAINTAINED <br />SP-1 SP-2 <br />98.45 <br />INV <br />96.45 <br />INV <br />98.70 INV <br />6" OVERFLOW TO <br />CATCH BASIN OUTLET <br />12 <br />" <br />6" <br />6" <br />WASH STONE BASE <br />WRAPPED IN FILTER <br />FABRIC MIRAFI 140N <br />5.0%5.0%0. <br />1 <br />0 <br />' <br />2'2' <br />4' <br />1" <br />0" <br /> <br />L <br />I <br />P <br /> <br />A <br />T <br /> <br />H <br />A <br />N <br />D <br />I <br />C <br />A <br />P <br /> <br />S <br />T <br />A <br />L <br />L <br />S <br />LEVELLINE <br />FLOWLINE <br />8" <br />6" <br /> <br />M <br />I <br />N <br />AGGREGATE BASE <br />AC PAVEMENT <br />EXISTING GUTTER CROSSING DETAIL <br />DETAIL <br />NOT TO SCALE <br />NOTE: <br />CONTRACTOR TO VERIFY GUTTER SLOPE DURING CONSTRUCTION TO ENSURE COMPLIANCE WITH ADA REQUIREMENTS. <br />DR <br />A <br />I <br />N <br />A <br />G <br />E <br /> <br />P <br />L <br />A <br />N <br />DRAINAGE PLAN <br />SCALE 1"=20' <br />RE <br />F <br />E <br />R <br />E <br />N <br />C <br />E <br />S <br />PU <br />B <br />L <br />I <br />C <br /> <br />W <br />O <br />R <br />K <br />S <br /> <br />A <br />G <br />E <br />N <br />C <br />Y <br />5 <br />RE <br />V <br />I <br />S <br />I <br />O <br />N <br />S <br />SH <br />E <br />E <br />T <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />O <br />F <br /> <br /> <br /> <br />67 <br />3 <br />, <br />6 <br />7 <br />7 <br />, <br />6 <br />7 <br />9 <br />, <br />6 <br />8 <br />1 <br />, <br />6 <br />8 <br />3 <br />, <br />6 <br />8 <br />5 <br /> <br />& <br />6 <br />8 <br />7 <br /> <br />Y <br />O <br />U <br />N <br />G <br /> <br />S <br />T <br />R <br />E <br />E <br />T <br />, <br />WA <br />I <br /> <br />L <br />I <br />N <br /> <br />M <br />A <br />U <br />N <br />G <br /> <br />C <br />H <br />E <br />N <br />C- <br />8 <br />3 <br />4 <br />8 <br />7 <br />PN <br />. <br />X <br />X <br />X <br />X <br />X <br />RE <br />C <br />O <br />M <br />M <br />E <br />N <br />D <br />E <br />D <br />: <br />RE <br />C <br />O <br />M <br />M <br />E <br />N <br />D <br />E <br />D <br /> <br />F <br />O <br />R <br /> <br />C <br />O <br />N <br />S <br />T <br />R <br />U <br />C <br />T <br />I <br />O <br />N <br />: <br />DE <br />S <br />I <br />G <br />N <br />E <br />D <br />: <br />W. <br />C <br />. <br />DR <br />A <br />W <br />N <br />: <br />CH <br />E <br />C <br />K <br />E <br />D <br />: <br />RC <br />E <br /> <br />N <br />O <br />. <br />: <br />RC <br />E <br /> <br />N <br />O <br />. <br />: <br />DE <br />P <br />U <br />T <br />Y <br /> <br />C <br />I <br />T <br />Y <br /> <br />E <br />N <br />G <br />I <br />N <br />E <br />E <br />R <br />PR <br />E <br />P <br />A <br />R <br />E <br />D <br /> <br />U <br />N <br />D <br />E <br />R <br /> <br />T <br />H <br />E <br /> <br />S <br />U <br />P <br />E <br />R <br />V <br />I <br />S <br />I <br />O <br />N <br /> <br />O <br />F <br />: <br />MM <br />/ <br />Y <br />Y <br />Y <br />Y <br />MM <br />/ <br />Y <br />Y <br />Y <br />Y <br />MM <br />/ <br />Y <br />Y <br />Y <br />Y <br />MM <br />/ <br />Y <br />Y <br />Y <br />Y <br />MM <br />/ <br />Y <br />Y <br />Y <br />Y <br />DA <br />T <br />E <br />PR <br />O <br />J <br />E <br />C <br />T <br /> <br />B <br />E <br />N <br />C <br />H <br /> <br />M <br />A <br />R <br />K <br />: <br />CO <br />N <br />S <br />T <br />R <br />U <br />C <br />T <br />I <br />O <br />N <br /> <br />C <br />O <br />M <br />P <br />L <br />E <br />T <br />E <br />D <br />: <br />BE <br />N <br />C <br />H <br />M <br />A <br />R <br />K <br /> <br />D <br />E <br />S <br />C <br />R <br />I <br />P <br />T <br />I <br />O <br />N <br />BE <br />N <br />C <br />H <br />M <br />A <br />R <br />K <br /> <br />N <br />O <br />. <br />: <br />EL <br />E <br />V <br />. <br />: <br />IN <br />S <br />T <br />A <br />L <br />L <br />E <br />D <br />AP <br />P <br />R <br />O <br />V <br />E <br />D <br />DE <br />S <br />C <br />R <br />I <br />P <br />T <br />I <br />O <br />N <br />IN <br />I <br />T <br />I <br />A <br />L <br />S <br />DA <br />T <br />E <br />NU <br />M <br />B <br />E <br />R <br />12 <br />/ <br />1 <br />6 <br />/ <br />2 <br />0 <br />2 <br />5 <br />12 <br />/ <br />1 <br />6 <br />/ <br />2 <br />0 <br />2 <br />5 <br />PL <br />O <br />T <br /> <br />D <br />A <br />T <br />E <br />: <br /> S <br />A <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br />, <br />C <br />A <br />L <br />I <br />F <br />O <br />R <br />N <br />I <br />A <br /> <br />9 <br />2 <br />7 <br />0 <br />5 <br /> <br />SCALE 1"=20' <br />4020010203040 <br />SECTION A-A <br />SCALE 1"=10' <br />2 <br />SECTION B-B <br />SCALE 1"=10' <br />SECTION C-C <br />SCALE 1"=10' <br />NOTE <br />CONCRETE SHALL HAVE A MINIMUM 2,500 PSI COMPRESSIVE STRENGTH AT 28 DAYS AS FOLLOWS UNLESS <br />OTHERWISE NOTED ON THE DRAWINGS. <br />NOTE <br />ANY WORK WITHIN THE PUBLIC RIGHT OF WAY REQUIRES AN EXCAVATION/ENCROACHMENT COORDINATION FROM DEVELOPMENT <br />ENGINEERING, PUBLIC WORKS AGENCY. TO OBTAIN APPROVAL OF ROAD R/W IMPROVEMENTS FROM THE PUBLIC WORK, PLEASE <br />CALL AT (714)647-5703 <br />THE ACCESSIBLE PATH ON THIS GRADING PLAN IS SHOWN FOR REFERENCE ONLY. A SEPARATE REVIEW AND APPROVAL OF THE <br />ARCHITECTURAL PLAN, OR ACCESSIBLE PATH PLAN, BY THE PLANNING AND BUILDING AGENCY IS REQUIRED. <br />THE PARKING AND STRIPING ON THIS GRADING PLAN IS SHOWN FOR REFERENCE ONLY. A SEPARATE REVIEW AND APPROVAL OF <br />THE ARCHITECTURAL PLAN, OR PARKING AND STRIPING PLAN, BY THE PLANNING AND BUILDING AGENCY IS REQUIRED. <br />Be <br />h <br />r <br />o <br />o <br />z <br /> <br />S <br />a <br />r <br />l <br />a <br />k <br />1/ <br />8 <br />/ <br />2 <br />0 <br />2 <br />6