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CONSTRUCTION NOTES <br />1 <br />CONSTRUCT 4" PCC SIDEWALK PER DETAIL A, SHEET DD-01. 2% MAX. <br />CROSS-SLOPE. WIDTH PER PLANS. PROVIDE INTEGRAL COLOR AND FINISH <br />PER SPECIFICATIONS. WEAKENED PLANE JOINTS TO BE CONSTRUCTED <br />PER LANDSCAPE PLANS. <br />1A CONSTRUCT SLOPE PAVING PER DETAIL F, SHEET DD-02. <br />2 <br />CONSTRUCT VEHICULAR RATED PCC PAVING WITH INTEGRAL CURB PER <br />DETAIL B, SHEET DD-01. 2% MAX. SLOPE IN ANY DIRECTION. PROVIDE <br />INTEGRAL COLOR AND FINISH PER SPECIFICATIONS. WEAKENED PLANE <br />JOINTS TO BE CONSTRUCTED PER LANDSCAPE PLANS. <br />3 CONSTRUCT MULTI-PURPOSE TURF AREA PER LANDSCAPE PLANS. <br />4 CONSTRUCT PLANTING ZONE PER LANDSCAPE PLANS. <br />5 CONSTRUCT INTERLOCKING CONCRETE PAVERS PER DETAIL C, SHEET <br />DD-01. <br />6 CONSTRUCT BIORETENTION BASIN WITH UNDERDRAIN PER DETAIL F, <br />SHEET DD-01. <br />7 <br />CONSTRUCT 8" TALL CONCRETE CURB AND GUTTER PER C.S.A. STD. PLAN <br />1101, TYPE A-2-8. EXTEND BASE MATERIALS FROM ADJACENT PAVING <br />BELOW C&G. <br />8 CONSTRUCT CONCRETE HEADER PER DETAIL D, SHEET DD-01. <br />8A CONSTRUCT CONCRETE HEADER PER DETAIL D, SHEET DD-01 AROUND 4' <br />X 4' TREE WELL PER LANDSCAPE PLANS. <br />9 INSTALL SIGN PER DETAIL A, SHEET DD-02. SIGN TYPE PER PLAN. <br />10 INSTALL EDUCATIONAL SIGN PER DETAIL B, SHEET DD-02. SIGNAGE <br />DESIGN PER SPECIFICATIONS. <br />11 INSTALL MONUMENT SIGN PER DETAIL E, SHEET DD-05. <br />11A INSTALL 2' WIDE X 12' LONG YELLOW CONTINENTAL CROSS WALK <br />MARKINGS <br />11B REMOVE AND REPLACE RIGHT TURN ARROW PAVEMENT MARKING PER <br />CALTRANS STD. PLAN NO. A24A, TYPE IV (R). <br />11C REMOVE AND REPLACE STOP BAR AND STOP MARKING PER C.S.A. STD. <br />PLAN NO. 1505 AND AS SHOWN. <br />12 <br />INSTALL PLAY EQUIPMENT AND SHADE STRUCTURES PER LANDSCAPE <br />PLANS. POURED-IN-PLACE RUBBER SURFACING PER DETAIL I, SHEET <br />DD-07. POSTS/POLES IN RUBBER SURFACING PER DETAIL H, SHEET DD-07. <br />13 <br />INSTALL FITNESS EQUIPMENT AND SHADE STRUCTURE PER LANDSCAPE <br />PLANS. POURED-IN -PLACE RUBBER SURFACING PER DETAIL I, SHEET <br />DD-07. POSTS/POLES IN RUBBER SURFACING PER DETAIL H, SHEET DD-07. <br />14 <br />INSTALL DRINKING FOUNTAIN PER DETAIL D, SHEET DD-06. REFER TO <br />QP-01 FOR ADDITIONAL INFORMATION. MOUNT DRINKING FOUNTAIN TO <br />CONCRETE PAD PER MANUFACTURER RECOMMENDATIONS. <br />15 INSTALL PARK TABLE PER LANDSCAPE PLANS. <br />16 INSTALL PARK BENCH PER LANDSCAPE PLANS. BENCH TO BE MOUNTED <br />TO CONCRETE PAVING PER MANUFACTURERS RECOMMENDATIONS. <br />16A INSTALL PARK BENCH PER LANDSCAPE PLANS. BENCH TO BE MOUNTED <br />PER DETAIL F, SHEET DD-05. <br />17 <br />INSTALL TRASH RECEPTACLES PER LANDSCAPE PLANS. TRASH <br />RECEPTACLES TO BE FURNISHED BY THE CITY AND INSTALLED BY THE <br />CONTRACTOR. <br />18 <br />CONSTRUCT ALLEY CONCRETE PAVING PER C.S.A. STD. PLAN NO. 1111 <br />SECTION A-A. PROVIDE 4" CMB AND 10" PREPARED SUBGRADE SIMILAR TO <br />DETAIL B, SHEET DD-01. <br />19 <br />CONSTRUCT ALLEY DRIVEWAY INCLUDING GUTTER PAN PER C.S.A. PLAN <br />1111. PROVIDE 4" CMB AND 10" PREPARED SUBGRADE SIMILAR TO DETAIL <br />B, SHEET DD-01. <br />20 CONSTRUCT ASPHALT CONCRETE PAVING PER DETAIL G, SHEET DD-01. <br />20A ASPHALT CONCRETE PAVING 2" COLD MILL AND OVERLAY <br />21 FUTURE SKATEPARK WITH INTERIM 2" MULCH COVER (BY OTHERS) <br />22 CONSTRUCT SPORTS COURT CONCRETE SLAB PER DETAIL D, SHEET <br />DD-02. SPORT COURT STRIPING BY OTHERS. <br />23 CONSTRUCT BASKETBALL HOOP AND FOOTING PER DETAIL F, SHEET <br />DD-07. <br />23A CONSTRUCT REMOVABLE BOLLARD PER DETAIL E, DD-03. <br />24 CONSTRUCT LIGHT POLE FOUNDATION PER DETAIL C, SHEET DD-02. <br />24A CONSTRUCT REDWOOD HEADER PER DETAIL H, SHEET DD-01. <br />24B CONSTRUCT LIGHT POLE WITH CAMERA FOOTING PER DETAIL E, SHEET <br />DD-02. <br />25 DECORATIVE ARCHITECTURAL FENCE PER LANDSCAPE PLANS. SEE <br />DETAIL E, SHEET DD-04 FOR FENCE POST FOOTINGS. <br />26 REMOVE EXISTING WALL. LIMIT PER PLANS. <br />27 PROTECT EXISTING WALL IN PLACE. <br />28 REPAIR NEW WALL END. CAP LOCATION TO MATCH EXISTING WALL <br />MATERIAL AND COLOR <br />29 <br />REMOVE AND RECONSTRUCT CURB RAMP PER PLAN AND SPPWC STD. <br />PLAN NO. 111-5, CASE C. DETECTABLE WARNING SURFACE PER DETAIL G, <br />SHEET DD-07. <br />29A CONSTRUCT DETECTABLE WARNING SURFACE WITH FULL WIDTH OF <br />PAVING AND 3' DEEP PER DETAIL G, SHEET DD-07. <br />51 <br />CONSTRUCT 12" X 12" CATCH BASIN WITH ATRIUM GRATE (NDS OR <br />APPROVED EQUAL) PER DETAIL D, SHEET DD-04. INSTALL ADDITIONAL <br />RISERS AS NEEDED FOR SPECIFIED INVERT ELEVATIONS. <br />52 RECONSTRUCT CONCRETE SWALE PER SECTION A, THIS SHEET. MATCH <br />EXISTING SWALE DIMENSIONS. <br />1.REFER TO THE DISPOSITION PLANS FOR THE <br />PROTECTION AND REMOVAL OF EXISTING SITE <br />FEATURES AND UTILITIES. <br />2.CENTERLINE AND RIGHT-OF-WAY DATA SHOWN IS <br />BASED UPON A SEARCH OF AVAILABLE RECORD <br />DATA ONLY. <br />3.CONTRACTOR SHALL RESET ANY MONUMENTS OR <br />TIES DISTURBED OR LOST DURING CONSTRUCTION <br />ACTIVITIES IN ACCORDANCE WITH THE <br />SPECIFICATIONS. <br />4.IF CONTAMINATED SOILS OR MATERIALS ARE <br />ENCOUNTERED BY THE CONTRACTOR DURING <br />EXCAVATION, THEY SHOULD BE DISPOSED OF <br />PROPERLY. DISPOSAL OF ANY CONTAMINATED <br />SOIL, MATERIALS, OR WATER SHOULD BE IN <br />ACCORDANCE WITH THE LOCAL AND COUNTY <br />GUIDELINES AND JURISDICTIONS. <br />5.REFER TO ELECTRICAL PLANS FOR PROPOSED <br />LIGHTING IMPROVEMENTS. <br />6.REFER TO LANDSCAPE PLANS FOR PROPOSED <br />PLANTING AND IRRIGATION IMPROVEMENTS. <br />7.REFER TO QP-01 FOR PROPOSED STORM DRAIN <br />AND WATER UTILITY IMPROVEMENTS. <br />8.THE RUNNING SLOPES FOR PROPOSED SIDEWALKS <br />SHALL NOT EXCEED 5% AND CROSS SLOPES SHALL <br />NOT EXCEED 2%. FOUR FOOT WIDE MINIMUM PATH <br />OF TRAVEL TO BE PROVIDED ALONG ALL <br />SIDEWALKS. SLOPES IN MULTIDIRECTIONAL <br />WALKWAYS SHALL NOT EXCEED 2% IN ANY <br />DIRECTION. <br />9.SLOPES WITHIN THE PROPOSED SKATE PARK <br />WALKABLE SURFACES (EXCLUDING SKATE <br />ELEMENTS), BASKETBALL COURT, PLAY AREAS, <br />AND FITNESS EQUIPMENT AREAS SHALL NOT <br />EXCEED 2% IN ANY DIRECTION. <br />10.SEE DISPOSITION PLAN RA-01 AND LANDSCAPE <br />PLANS FOR DISPOSITION OF EXISTING TREES. <br />11.GRADING PLAN DOES NOT INCLUDE THE VERTICAL <br />PROJECTION OF THE SKATE ELEMENTS. REFER TO <br />THE SKATE PARK PLANS FOR ADDITIONAL <br />INFORMATION. <br />GENERAL NOTES: <br />x <br />xxxx <br />x <br />xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx <br />x <br />x <br />x <br />x <br />x <br />x <br />xx <br />x <br />x <br />x <br />x <br />x <br />x <br />x <br />x <br />x <br />x <br />x <br />xx <br />SS <br />SS <br />TE <br />L <br />SDSD <br />W <br />PB <br />WM <br />TB <br />FH <br />GV <br />PPP <br />WM <br />WV <br />WV <br />WV <br />IR <br />V <br />IR <br />V <br />IR <br />V <br />IR <br />V <br />IR <br />V <br />IR <br />V <br />IR <br />V <br />B <br />IR <br />V <br />B <br />IR <br />V <br />B <br />IR <br />V <br />B <br />IR <br />V <br />B <br />IR <br />V <br />B <br />IR <br />V <br />B <br />IR <br />V <br />B <br />IR <br />V <br />B <br />IR <br />V <br />B <br />IR <br />V <br />B <br />IR <br />V <br />B <br />IR <br />V <br />B <br />TB <br />TBTB <br />STOP <br />OT OT OT OT OT OT OT OT OT OT OT OT OT OT <br />OE OE OE OE OE OE OE OE OE OE OE OE OE OE <br />OT <br />OT <br />OT <br />OT <br />OE <br />OE <br />OE <br />OE <br />HESPERIAN ST <br />BRISTOL ST <br />TO <br />L <br />L <br />I <br />V <br />E <br />R <br /> <br />S <br />T <br />ALLEY <br />(8 <br />1 <br />) <br />(81) <br />(80) <br />(80) <br />(80) <br />(80) <br />(79) <br />(79) <br />(79)(78) <br />WV <br />WV <br />WV <br />(82) <br />(81) <br />(82) <br />(80) <br />(79) <br />(81 <br />) <br />(80) <br />(83) <br />(8 <br />2 <br />) <br />(8 <br />0 <br />) <br />(8 <br />1 <br />) <br />(8 <br />2 <br />) <br />7677 <br />78 <br />78 <br />78 <br />8081 <br />81 <br />8.0 <br />0 <br />' <br />9. <br />5 <br />0 <br />' <br />8. <br />0 <br />0 <br />' <br />9. <br />1 <br />' <br />6.00' <br />6. <br />0 <br />0 <br />' <br />9.00' <br />8. <br />0 <br />0 <br />' <br />8. <br />0 <br />0 <br />' <br />76 <br />7682 <br />8283 <br />82 <br />51 <br />51 <br />51 <br />2' <br />1.9 <br />8 <br />% <br />4.0 <br />0 <br />' <br />5.0' TYP. <br />82 <br />83 <br />79 <br />7982 <br />8312 <br />. <br />0 <br />0 <br />' <br />2.00' <br />2'5' <br />CONC <br />81.45 <br />CONC 81.57 <br />CONC <br />81.70 <br />CONC <br />81.56 <br />CONC <br />81.36 <br />CONC <br />81.50 <br />CONC <br />81.41 <br />CONC 81.56 <br />CONC <br />81.41 <br />CONC <br />81.53 <br />CONC <br />81.72 <br />CONC 81.60 <br />CONC 81.61 <br />CONC 81.49 <br />CONC 81.65 <br />CONC <br />81.50 <br />CONC 81.66 <br />CONC 81.78 <br />CONC <br />81.92 <br />CONC <br />82.04 <br />CONC 80.84 <br />CONC 80.87 <br />CONC 80.89 <br />CONC 80.84 <br />CONC <br />80.93 <br />CONC 80.80 <br />CONC 80.79 <br />CONC 79.53 <br />CONC 79.44 <br />CONC 78.15 <br />CONC 78.22 <br />CONC 77.84 <br />CONC 78.08 <br />CONC <br />79.02 <br />CONC <br />79.14 <br />CONC <br />80.01 <br />CONC <br />79.89 <br />CONC 78.25 <br />CONC 78.17 <br />CONC <br />78.18 <br />CONC 78.12 <br />CONC 78.05 <br />5 <br />1 <br />4 <br />4 <br />5 <br />1 <br />1 <br />4 <br />5 <br />1 <br />6 <br />3 <br />4 <br />4 <br />45 <br />4 <br />13 <br />16 <br />16 <br />17 <br />16A16A <br />15 <br />17 <br />16A <br />16 <br />4 <br />17 <br />16 <br />17 <br />9 <br />ROW <br />ROW <br />ROW <br />ROW <br />ROW <br />ROW <br />ROW <br />4 <br />ROW <br />25 23 <br />22 <br />21 <br />ROW <br />14 <br />24 <br />24 <br />24 24 <br />SEE GENERAL NOTE 10 <br />SEE GENERAL NOTE 10 <br />SEE GENERAL NOTE 10 <br />SEE GENERAL NOTE 10 <br />SEE GENERAL NOTE 10 <br />27 <br />27 <br />BOTTOM OF BASIN EDGE <br />FS 75.81 TYP <br />TOP OF BASIN EDGE <br />FS 76.81 TYP <br />8 <br />23 <br />8 <br />8 <br />SEE GENERAL NOTE 10 <br />1.6 <br />9 <br />% <br />3. <br />1 <br />6 <br />% <br />1.69% <br />2.9 <br />9 <br />% <br />33.35% <br />14.41% <br />0. <br />4 <br />2 <br />% <br />8.8 <br />6 <br />% <br />1.6 <br />9 <br />% <br />7.5 <br />4 <br />% <br />8.4 <br />1 <br />% <br />1.2 <br />4 <br />% <br />1.76% <br />3:1 MAX <br />3: <br />1 <br /> <br />M <br />A <br />X <br />3:1 MAX <br />0.30 <br />% <br />0.01%1.04%1.40% <br />1.39% <br />1.65% <br />1.46% <br />1.24% <br />0. <br />6 <br />1 <br />% <br />1. <br />4 <br />4 <br />% <br />1. <br />5 <br />0 <br />% <br />1.50 <br />% <br />1.5 <br />0 <br />% <br />1. <br />5 <br />4 <br />% <br />1. <br />5 <br />0 <br />% <br />1. <br />4 <br />9 <br />% <br />1. <br />4 <br />9 <br />% <br />3.3 <br />1 <br />% <br />13 <br />. <br />7 <br />6 <br />% <br />9. <br />3 <br />4 <br />% <br />1. <br />5 <br />8 <br />% <br />1.9 <br />3 <br />% <br />2.6 <br />7 <br />% <br />CONC 78.00 <br />8 <br />HDR 81.92 <br />HDR <br />81.84 <br />HDR <br />81.79 <br />HDR <br />82.64 <br />HDR <br />82.26 <br />HDR 83.05 HDR 83.04 <br />CONC 82.92 <br />CONC <br />82.12 <br />16 <br />17 <br />8 <br />CONC <br />81.84 <br />HDR 82.12 <br />HDR 82.07 HDR <br />82.06 <br />HDR <br />81.74 HDR 81.62 <br />HDR 81.55 <br />HDR <br />81.29 <br />HDR 81.23 <br />HDR 81.17 <br />HDR 81.54 <br />CONC 77.99 <br />SEE GENERAL NOTE 10 <br />SEE GENERAL NOTE 10 <br />TOP OF RIDGE <br />FS 81.21 <br />FS 83.58 <br />FS 83.93 <br />CONC 80.75 <br />FS 81.14 <br />FS 81.01 <br />SEE GENERAL NOTE 10 <br />SEE GENERAL NOTE 10 <br />FS 80.92 <br />FS 80.97 <br />TG 80.92 <br />51 <br />TG <br />81.34 <br />11 <br />11 <br />FS 77.26 <br />TC 77.93 <br />JOIN EXISTING <br />(FS 78.32) <br />(FS 78.19) <br />JOIN EXISTING <br />(FS 81.32) <br />FS 81.51 <br />TC (81.15) <br />10 <br />TG <br />81.42 <br />4 <br />TG 81.35 <br />TG <br />80.64 <br />8 <br />TG <br />80.65 <br />TG <br />80.59 <br />TG 77.43 <br />TG 77.74 <br />TG 77.98 <br />1 <br />25 <br />25 25 <br />24 <br />24B <br />24 <br />24 <br />24 <br />24 <br />24 <br />24 <br />24B <br />24 <br />29 <br />19 <br />18 <br />SAWCUT ALONG EXISTING <br />JOINT TYP. <br />18 <br />MATCH EXISTING <br />FLOW LINE (TYP) <br />7 <br />27 <br />20 <br />28 <br />PROVIDE <br />GRADE BREAK <br />TO PROVIDE 2% <br />MAX. SLOPE <br />ALONG 5' WIDE <br />SEGMENT. <br />CONC 77.20 <br />CONC 77.40 <br />2% MAX. <br />0.97 <br />% <br />CONC 77.16 <br />CONC 76.97 <br />FL 76.18 <br />TC 76.85 <br />FL 76.16 <br />TC 76.83 <br />FL 76.15 <br />TC 76.21 <br />FL 76.14 <br />TC 76.20 <br />(2.6 <br />9 <br />% <br />) <br />(FS 77.45) <br />(FS 77.48) <br />(FS 77.29) <br />(FS 77.06) <br />(FS 77.22) <br />(FS 77.03) <br />(FS 77.08) <br />(FS 77.44) <br />(FS 76.65) <br />(1.63%) <br />(FS 77.10) <br />(FL 77.04) <br />0.25%0.2 <br />5 <br />% <br />(FS 77.07) <br />FL 77.10 <br />FL77.07 <br />(FS 77.05) <br />(FL 77.14) <br />CONC 81.47 <br />HDR 82.04 <br />HDR 83.24 <br />24 <br />CONC <br />80.84 <br />10 <br />FS 77.57 <br />TC 78.24 <br />16 <br />16 <br />HDR 81.43 <br />1. <br />5 <br />0 <br />% <br />1. <br />5 <br />0 <br />% <br />1. <br />5 <br />0 <br />% <br />1.25%1.25% <br />1. <br />5 <br />0 <br />% <br />1.09% <br />1.09% <br />GB 82.44 <br />GB/HP 83.39 <br />GB 81.39 <br />24 <br />10 <br />12 <br />2 <br />FS 77.37 <br />TC 78.04 <br />(TC 78.47) <br />(FL 77.82) <br />(TC 78.44) <br />(FL 77.79) <br />FS 75.82 <br />FS 76.98 <br />CONC 80.00 <br />RIM 76.31 <br />(FS 77.45) <br />26 <br />CONC <br />81.47 <br />CONC <br />81.55 <br />CONC <br />81.49 <br />FL 80.78 <br />FL 80.81 <br />TC 81.38 <br />FL 80.71 <br />TC 81.40 <br />FL 80.73 <br />TC (81.32) <br />FL (80.70) <br />FL (80.51) <br />FS 80.83 <br />FS 80.65 <br />FS 80.86 <br />FS 80.89 <br />11A <br />CONC 81.53 <br />11C <br />11C <br />11B <br />EXISTING BIKE LANE <br />STRIPING. PROTECT <br />IN PLACE <br />APPROX. <br />LOCATION OF <br />EXISTING CURB <br />RAMP ON NORTH <br />SIDE OF <br />INTERSECTION <br />(CONTRACTOR <br />TO VERIFY) <br />1.54% <br />CONC 81.11 <br />CONC 80.60 <br />CONC 80.35 <br />CONC 81.19 <br />CONC 81.10 <br />CONC 80.92 <br />8A <br />7 <br />20 <br />FS 80.87 <br />23A <br />9 PARK RULES <br />9 PARK RULES <br />9 PARK RULES <br />PARK <br />RULES <br />51 <br />(FS 81.19) <br />20A <br />1 <br />23A <br />HDR 81.66HDR <br />82.06 <br />52 <br />HDR <br />82.17 <br />HDR <br />82.13 <br />CONC <br />81.73 <br />CONC <br />81.74 <br />0.12% <br />1.9 <br />7 <br />% <br />9 <br />51 <br />5151 <br />29A <br />51 <br />TG 81.4051 <br />FS 81.412.5 <br />5 <br />% <br />5.86 <br />% <br />8 <br />2.6 <br />8 <br />% <br />1.24% <br />4.88 <br />% <br />5114 <br />CONC 81.03 <br />ANTILITTER <br />SIGNAGE <br />8 <br />9 <br />TG <br />80.79 <br />TG <br />80.85 <br />1.15% <br />CONC <br />80.96 <br />1.0 <br />3 <br />% <br />(FS 77.03) <br />10 <br />. <br />3 <br />' <br />9 <br />CONSTRUCT WITH 4' MIN. WIDTH AND 2% MAX. CROSS SLOPE. <br />FS 81.80 <br />FS 80.18 FS 79.31 <br />8A 8A <br />CONC 81.05 <br />CONC <br />81.89 <br />CONC <br />82.07 <br />CONC 82.93 <br />SPORT COURT <br />STRIPING (BY <br />OTHERS) <br />SAFETY BARRIER FENCE <br />BETWEEN COURT AND <br />SKATE PARK (BY OTHERS) <br />80 <br />77 <br />76 <br />24A <br />CONC 80.00 <br />CONC 80.001.00% <br />0. <br />5 <br />0 <br />% <br />CONC 80.00 <br />(FS 80.03) <br />(FS 79.70) <br />(FS 80.03) <br />1A <br />FS 77.54 <br />TC 78.21 FS 76.98 <br />CURB <br />OPENING <br />FS 77.46 <br />TC 78.13 <br />78 79 <br />CONC 77.51 <br />CONC 77.75 <br />SPORT LIGHT <br />POLE (BY <br />OTHERS) <br />LEGEND: <br />PROPOSED PEDESTRIAN CONCRETE PAVING <br /> GRADE BREAK LINE <br /> EXISTING SURFACE CONTOUR <br /> PROPOSED SURFACE CONTOUR <br /> RIGHT OF WAY <br />(XX) <br />PROPOSED TURF <br />PROPOSED LANDSCAPE AREA <br />PROPOSED ENHANCED PAVEMENT <br />PROPOSED AC ROADWAY PAVEMENT <br />XX <br />EXISTING WALL REMOVAL <br />PROPOSED ALLEY CONCRETE PAVING <br />PROPOSED VEHICULAR ACCESS CONCRETE PAVING <br />FUTURE SKATEPARK WITH INTERIM 2" MULCH COVER <br />(BY OTHERS) - PERIMETER HEADER BY CONTRACTOR <br />PROPOSED BIORETENTION BASIN WITH UNDERDRAIN <br />DETECTABLE WARNING SURFACE <br />COLD MILL AND OVERLAY <br />PROPOSED SPORTS COURT CONCRETE SLAB <br />FILE NO.: <br />CITY OF SANTA ANA <br />PUBLIC WORKS AGENCY <br />REVISIONS REFERENCES <br />NUMBER DATE INITIALS DESCRIPTION APPROVED INSTALLED <br />CONSTRUCTION COMPLETED: SHEET OF 53 PR <br />O <br />J <br />E <br />C <br />T <br /> <br />N <br />O <br />. <br /> <br />2 <br />4 <br />- <br />6 <br />6 <br />0 <br />0 <br />: <br /> <br />B <br />R <br />I <br />S <br />T <br />O <br />L <br />- <br />T <br />O <br />L <br />L <br />I <br />V <br />E <br />R <br /> <br />S <br />T <br />R <br />E <br />E <br />T <br /> <br />U <br />R <br />B <br />A <br />N <br /> <br />G <br />R <br />E <br />E <br />N <br />I <br />N <br />G <br /> <br />P <br />R <br />O <br />J <br />E <br />C <br />T <br />BENCHMARK NO.: SA-330-99 ELEV.: 80.635 NAVD88 <br />.DA. <br />TWO WORKING DAYS <br />BEFORE YOU DIG <br />Underground Service Alert <br />NOTICE TO CONTRACTOR <br />of Southern California <br />PURSUANT TO ASSEMBLY BILL 4216 NO EXCAVATION PERMIT <br />IS VALID UNLESS THE CONTRACTOR CONTACTS AND OBTAINS <br />A DIG ALERT TICKET NUMBER. CALL 811 AT LEAST TWO <br />WORKING DAYS PRIOR TO COMMENCING EXCAVATION. <br />Know what's below. <br />before you dig.Call <br />R <br />DATE <br />DESIGNED: JS DRAWN: ML/NP/RA/JA CHECKED: JS <br />REVIEWED FOR CONSTRUCTABILITY: <br />SEAN THOMAS, PRINCIPAL CIVIL ENGINEER <br />SENIOR CIVIL ENGINEER: <br />ELEVATIONS SHOWN HEREON ARE BASED UPON THE COUNTY OF ORANGE SURVEY BENCHMARK SA-330-99 <br />WITH A PUBLISHED ELEVATION OF 80.635 FEET (NAVD88). THE BEARINGS AND COORDINATES SHOWN HEREON <br />ARE BASED UPON THE CALIFORNIA COORDINATE SYSTEM OF 1983 (CCS83), ZONE 6 NAD83. BEARINGS ARE <br />BASED LOCALLY UPON FIELD-OBSERVED BASELINE BETWEEN CONTINUOUSLY OPERATING REFERENCE <br />STATIONS (CORS) TRAK AND LGWD. SAID BEARING WAS MEASURED TO BE N56°03'03” E. <br />12/13/2024 <br />12/13/2024 <br />RCE NO.: 85736 <br />PS-07129 <br />BRISTOL-TOLLIVER STREET <br />URBAN GREENING <br />PREPARED UNDER THE SUPERVISION OF: <br />JUSTIN SMITH, PE <br />RECOMMENDED FOR CONSTRUCTION: <br />JASON GABRIEL, PRINCIPAL CIVIL ENGINEER <br />100% DESIGN SUBMITTAL <br />PRECISE GRADING PLAN DA-03 <br />SH <br />T <br />- <br />D <br />A <br />0 <br />3 <br />- <br />X <br />X <br />X <br />X <br />X <br />X <br />- <br />R <br />0 <br />0 <br />. <br />D <br />W <br />G <br />(SCALE : 1" = 20') <br />6 <br />2.50 <br />' <br />A <br />__ <br />SECTION A <br />PROPOSED PAVING <br />CONCRETE PAVING. <br />CONSTRUCT FLUSH <br />WITH ADJACENT <br />PAVING. <br />INTEGRAL 8" <br />CONCRETE <br />CURB <br />PROPOSED <br />GRADE <br />EXISTING <br />GRADE <br />EXISTING WALL AND <br />FOUNDATION TO BE <br />REMOVED <br />PROPOSED <br />ALLEY GUTTER <br />PROPOSED <br />CONCRETE <br />ALLEY <br />PAVEMENT <br />20.5'+/-21.0' <br />x <br />x <br />x <br />x <br />EXISTING <br />FENCE <br />EXISTING FINISHED <br />SURFACE TO REMAIN <br />3.0' <br />8" <br />2 06/20/25 J.S.SPORTS COURT REVISION <br />3 07/24/25 J.S.SKATE PARK REVISION <br />4 <br />4 08/19/25 J.S.DESIGN REVISIONS <br />4 <br />4 <br />4 <br />4 <br />4