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SURFACE TRANSITION <br />NOT TO SCALE <br />50' MIN. <br />NEW PA"ENT <br />FOR MAJOR d' ENS'TING <br />AC. PAWING <br />14-1 <br />AR7DMWAL 57REM <br />Rp <br />--------- - <br />CurbA <br />PCCDrivwa <br />pacing 717" <br />2' GRINDING <br />o r <br />DEPTH AT CONFORM <br />SURFACE TRANSITION <br />NOT TO SCALE <br />ES <br />YY <br />per` wr Rar noP. <br />fw MON 4 <br />Iln I �Sw Mob 1 <br />LL��YQ <br />TYPE A <br />5" <br />3' ' 3" <br />AC. PA WING 0.5' RADIUS <br />6" <br />45' (rip.) 45' <br />BASE ROCK 6" 6' <br />12" 6' <br />'TYPE A' ASPHALT DIKE <br />SEE ABOVE 24" <br />SPILLWAY PER DETAIL 3/C4.1 AT EACH CUT <br />SECTION A -A 24" WIDE NOTCH <br />N. T. S. N. T. S. <br />PLACE DIKE CUT EVERY 20' AND AT LOW <br />POINTS NHERE NO CATCH BASH IS TO BE <br />INSTALLED. CONSTRUCT SPILLWAY PER DETAIL <br />410 .4 AT EACH CUT <br />'TYPE A' ASPHALT DIKE t <br />7� <br />SEE DETAIL ABOVE 6 <br />NOTCHED ASPHALT DIKE 2 <br />NOT TO SCALE <br />Width as shown on pans On -Site <br />Street facility (J_max aggregate size) <br />(Max -Width 40') ❑4 Sidewalk Detectable <br />14-1 <br />(Optional) Warning Surface <br />Rp <br />Expansion Joint, <br />10'pac Max (If on-site Curb <br />CurbA <br />PCCDrivwa <br />pacing 717" <br />(if no sidewalk) <br />o r <br />v <br />. 12" <br />T <br />8.334.4-o'R <br />o bt o Max <br />• <br />R% <br />MaxM�7S. <br />K <br />FACILITIES TO GRADE <br />77 45' (TYp) <br />RT[I>( f0[ YOU <br />DBPMTNffiiTOP PUBllC WORKSQUIIV <br />Data: DEC 2014 Std. Dwg. No. R-30 <br />Detectable Bevel(Typ) <br />Z <br />Wamin Surface <br />U <br />g>� <br />LL <br />3 -6" <br />Joint <br />A --*--J Expansion <br />PLAN (Typ) <br />Back of walk <br />1 <br />Top of curb <br />Ramp 77" (TYP) <br />45' if <br />W <br />Bevel(Typ) <br />Flow line <br />ELEVATION <br />2'-0" 1'-6' <br />2'-O" 6'-6" <br />Q <br />)i" 45• Ramp <br />1" Lip <br />Warp Bevel (Typ) <br />I 11 <br />Z <br />SECTION A -A 1k" Cir <br />Cal <br />Scale: None Cir <br />NOTES: <br />M 12" grooved border. <br />U <br />© #4 rebor 18' Center to Center each way. The entire width of the driveway and ramp. <br />© Gutter pan dimensions per County Standards. <br />® Width greater than <br />40 feet subject to Director's approval. <br />© Curb ramps shall have <br />a detectable warning surface that extends the full <br />width and 3'-0' depth of the ramp. Detectable Warning Surfaces shall <br />conform to the details <br />on this pian and the requirements in the Special <br />Provisions and the <br />latest State Standard Plan A88A. <br />Uri <br />Approved by: <br />TYPE 1 <br />COMMERCIAL DRIVEWAY M, R.vi,IOD D.ePH aeD Del. <br />a/ <br />COUNTY OF SAN 70AQUIN <br />wo&lLe f0[ YOU <br />DBPARTNG1Tf GF PUBLIC WORKS <br />I Dob: MAY 2015 Std. Dwg. No. R-11 3 <br />ES <br />YY <br />per` wr Rar noP. <br />fw MON 4 <br />Iln I �Sw Mob 1 <br />LL��YQ <br />TYPE A <br />5" <br />3' ' 3" <br />AC. PA WING 0.5' RADIUS <br />6" <br />45' (rip.) 45' <br />BASE ROCK 6" 6' <br />12" 6' <br />'TYPE A' ASPHALT DIKE <br />SEE ABOVE 24" <br />SPILLWAY PER DETAIL 3/C4.1 AT EACH CUT <br />SECTION A -A 24" WIDE NOTCH <br />N. T. S. N. T. S. <br />PLACE DIKE CUT EVERY 20' AND AT LOW <br />POINTS NHERE NO CATCH BASH IS TO BE <br />INSTALLED. CONSTRUCT SPILLWAY PER DETAIL <br />410 .4 AT EACH CUT <br />'TYPE A' ASPHALT DIKE t <br />7� <br />SEE DETAIL ABOVE 6 <br />NOTCHED ASPHALT DIKE 2 <br />NOT TO SCALE <br />12" TVP. UNLESS OTHERWISE <br />ASPHALT PAVEMENT <br />NOTED ON PLANS <br />�m � AC DIKE <br />A L M AA <br />3' MAX. RIVER RUN <br />COBBLES SET IN LIGHT <br />CONCRETE (TYP.) <br />Al , I Al <br />WIDTH TO BE 2' � COBBLES <br />m CENTERED WITH CURB OPENING <br />Elm <br />12' TYP. UNLESS OTHERWISE <br />NOTED ON PLANS ,,, <br />3" MAX. RIVER RUN AC DIKE <br />COBBLE SET IN UGHT <br />CONCRETE (TYP.) <br />PLACE COBBLES ON TOP OF MIRAFl 700 X WOVEN IN <br />TAPERS FROM 12' AT BACK OF <br />FABRIC OR APPROVED EQUAL EXTEND FABRIC 2' DIKE TO 24" AT TOE OF SLOPE <br />BEYOND WDTH OF COBBLES <br />SECTION A -A <br />3" MAX. RIVER RUN <br />COBBLE SET IN LIGHTN <br />CONCRETE (TYP.) <br />PLACE COBBLES ON TOP OF7MIRA.F.170.0 WIDTH TAPERS FROM 12' AT BACK OF <br />WOVEN FABRIC OR APPROVED EQUAL DIKE TO 24' eTOE OF SLOPE <br />SECTION At -A1 6 j IKE <br />— J /- A.C. PAVING <br />PLACE COBBLES ON TOP OF MIRAFl 700 X <br />WOVEN FABRIC OR APPROVED EQUAL <br />TOE OF SLOPE - <br />EG <br />•"� 1 COMPACTED BASE ROCK <br />NATIVE <br />MATERIAL <br />3" MAX. RIVER RUN <br />COBBLE SET IN LIGHT <br />CONCRETE (TVP.) <br />SECTION B—B <br />SPILLWAY DETAIL G <br />NOT TO SCALE --) <br />FINISH GRADE REPLACE WITH 0.10' OF <br />6" 112" AC MAX. GRADATION <br />MIN <br />EXISTING ACI I <' " <br />� P 8" MIN. <br />• e Y MIN. 1 <br />NEW CONCRETE <br />POUR . GRADE RING <br />MANHOLE <br />N.T.S. <br />6 REPLACE WITH 0.10' OF 10 AC <br />FINISH GRADE MM MAX. GRADATION <br />12" <br />EXISTING AC <br />NEW CONCRETE POUR <br />6 CONCRETE BASE TO <br />STABIUZE RISER <br />B" PVC (C 900) <br />OR SDR 35 AS DIRECTED <br />BY CITY INSPECTOR <br />WATER VALVE <br />N.T.S. <br />NOTES: <br />1. THIS DETAIL SHALL BE USED WHERE FRAMES AND COVERS ARE BEING ADJUSTED TO GRADE. <br />2. CONCRETE SHALL BE FIVE SACK CLASS •B°, 2500 PSI AT 28 DAYS; 4" MAX. SLUMP: <br />314" MAXIMUM AGGREGATE SIZE. <br />3. ALL CONCRETE SHALL BE POURED AGAINST NEAT EXCAVATION. DISTURBED SOIL OR A.B. <br />SHALL BE COMPACTED TO 95%. <br />4. ASPHALT SHALL MATCH FINISH GRADE OF ADJACENT PAVEMENT TO WITHIN t 118". <br />CITY OF TRACY <br />2" Thick Asphalt Concrete <br />Street facility (J_max aggregate size) <br />Maintenance Line cut or <br />Hole Cover sow cut <br />Grade <br />FRAME & COVER <br />ADJUSTMENTS <br />ring <br />Rev: Rev: <br />8' <br />3 Concrete <br />I <br />(placed around frame) <br />Mi nClass <br />G <br />NOTES: <br />it Elevation of frame shall match finished grade of pavement t1/8" <br />• <br />R% <br />Approved by: <br />ADJUSTING STREET <br />Z <br />FACILITIES TO GRADE <br />COUNTY OF SAN IOA <br />RT[I>( f0[ YOU <br />DBPMTNffiiTOP PUBllC WORKSQUIIV <br />Data: DEC 2014 Std. Dwg. No. R-30 <br />12" TVP. UNLESS OTHERWISE <br />ASPHALT PAVEMENT <br />NOTED ON PLANS <br />�m � AC DIKE <br />A L M AA <br />3' MAX. RIVER RUN <br />COBBLES SET IN LIGHT <br />CONCRETE (TYP.) <br />Al , I Al <br />WIDTH TO BE 2' � COBBLES <br />m CENTERED WITH CURB OPENING <br />Elm <br />12' TYP. UNLESS OTHERWISE <br />NOTED ON PLANS ,,, <br />3" MAX. RIVER RUN AC DIKE <br />COBBLE SET IN UGHT <br />CONCRETE (TYP.) <br />PLACE COBBLES ON TOP OF MIRAFl 700 X WOVEN IN <br />TAPERS FROM 12' AT BACK OF <br />FABRIC OR APPROVED EQUAL EXTEND FABRIC 2' DIKE TO 24" AT TOE OF SLOPE <br />BEYOND WDTH OF COBBLES <br />SECTION A -A <br />3" MAX. RIVER RUN <br />COBBLE SET IN LIGHTN <br />CONCRETE (TYP.) <br />PLACE COBBLES ON TOP OF7MIRA.F.170.0 WIDTH TAPERS FROM 12' AT BACK OF <br />WOVEN FABRIC OR APPROVED EQUAL DIKE TO 24' eTOE OF SLOPE <br />SECTION At -A1 6 j IKE <br />— J /- A.C. PAVING <br />PLACE COBBLES ON TOP OF MIRAFl 700 X <br />WOVEN FABRIC OR APPROVED EQUAL <br />TOE OF SLOPE - <br />EG <br />•"� 1 COMPACTED BASE ROCK <br />NATIVE <br />MATERIAL <br />3" MAX. RIVER RUN <br />COBBLE SET IN LIGHT <br />CONCRETE (TVP.) <br />SECTION B—B <br />SPILLWAY DETAIL G <br />NOT TO SCALE --) <br />FINISH GRADE REPLACE WITH 0.10' OF <br />6" 112" AC MAX. GRADATION <br />MIN <br />EXISTING ACI I <' " <br />� P 8" MIN. <br />• e Y MIN. 1 <br />NEW CONCRETE <br />POUR . GRADE RING <br />MANHOLE <br />N.T.S. <br />6 REPLACE WITH 0.10' OF 10 AC <br />FINISH GRADE MM MAX. GRADATION <br />12" <br />EXISTING AC <br />NEW CONCRETE POUR <br />6 CONCRETE BASE TO <br />STABIUZE RISER <br />B" PVC (C 900) <br />OR SDR 35 AS DIRECTED <br />BY CITY INSPECTOR <br />WATER VALVE <br />N.T.S. <br />NOTES: <br />1. THIS DETAIL SHALL BE USED WHERE FRAMES AND COVERS ARE BEING ADJUSTED TO GRADE. <br />2. CONCRETE SHALL BE FIVE SACK CLASS •B°, 2500 PSI AT 28 DAYS; 4" MAX. SLUMP: <br />314" MAXIMUM AGGREGATE SIZE. <br />3. ALL CONCRETE SHALL BE POURED AGAINST NEAT EXCAVATION. DISTURBED SOIL OR A.B. <br />SHALL BE COMPACTED TO 95%. <br />4. ASPHALT SHALL MATCH FINISH GRADE OF ADJACENT PAVEMENT TO WITHIN t 118". <br />CITY OF TRACY <br />WIDTH OF ALLEY RN <br />EXPANSION (L BRDOM FINISH <br />JOINT TYP) STEEL TROWEL AS SHOWN <br />FINISH B" <br />B.O.W. 2%SLOP I 2%SLOPE B.O.W. <br />Ar Ij <br />SW po sw <br />IISLIPnV IES <br />WARPED SECTION <br />LIMIT OF COMMERCIAL -TYPE GUTTER <br />e" CURB FACE <br />PLAN <br />KTS <br />COMMERCIAL VARIABLE <br />GUTTER <br />SEE CHAMFEK 5' <br />DETAIL 1T' Y 8" GRADE BREAK <br />NP. GUTTER -- S"MA%. 1N•IN 1' <br />,• raEAR <br />r; '9M___ A_____ <br />b O(M%coMPA GATE BASE <br />%ca4PACIED) <br />y� a M SoxREcowvACTEo <br />Lb �3, NAnve saL <br />m 117z.. <br />1T O.C.E W. <br />CROSS SECTION TYPICAL <br />NOTES: NT.s <br />CHAMFER DETAIL <br />I . SAW CUT ASPHALT ALONG LIMITS APPROVED BY THE INSPECTOR AND FORM UP OF GUTTER. REPLACE WITH 3" <br />A.C. OVER 12"A. B . (MIN.) <br />°B° <br />2. CONCRETE SHABE FIVE SACK CLASS , 2500 PSI AT 28 DAYS: 314" MAXIMUM AGGREGATE SIZE, <br />4" MAXIMUM SLUMP AT TIME OF PLACEMENT WITH 112 LB. LAMPBLACK PER YARD. <br />3. TOP e' OF NATIVE SUBGRADE SHALL BE COMPACTED TO 90% OR MOISTENED IF UNDISTURBED. <br />SUBGRADE COMPACTION SHALL BE APPROVED BY THE CITY ENGINEER. <br />4. CONCRETE SHALL HAVE A LIGHT BROOM FINISH AND AN IMPERVIOUS MEMBRANE OR SPRAY CURING <br />COMPOUND APPLIED AT 1 GALJ150 SQ. FT. CURING COMPOUND SHALL BE WHITE PIGMENTED, TYPE 2, <br />CONFORMING TO ASTM C309, CLASS B. APPLY IMMEDIATELY AFTER MOISTURE SHEEN DISAPPEARS. <br />5. ALL SCORE LINES AND GRADE SHALL BE REVIEWED AND APPROVED BY THE CITYENGINEER. <br />B. RADIUS EQUALS DISTANCE FROM FACE OF CURB TO BACK OF SIDEWALK OR FROM FACE OF CURB TO <br />PROPERTY UNE IF NO SIDEWALK EXISTS. <br />CITY OF TRACY <br />REVIEWED BY+STANDARD <br />114 <br />Na. <br />CITY ENGINEER RCE 37186 <br />TRACY <br />11aoMImH"we rri.Py.'" <br />Res No. 2006-255 DATE: <br />FRAME & COVER <br />ADJUSTMENTS <br />Rev: Re, <br />Rev: Rev: <br />WIDTH OF ALLEY RN <br />EXPANSION (L BRDOM FINISH <br />JOINT TYP) STEEL TROWEL AS SHOWN <br />FINISH B" <br />B.O.W. 2%SLOP I 2%SLOPE B.O.W. <br />Ar Ij <br />SW po sw <br />IISLIPnV IES <br />WARPED SECTION <br />LIMIT OF COMMERCIAL -TYPE GUTTER <br />e" CURB FACE <br />PLAN <br />KTS <br />COMMERCIAL VARIABLE <br />GUTTER <br />SEE CHAMFEK 5' <br />DETAIL 1T' Y 8" GRADE BREAK <br />NP. GUTTER -- S"MA%. 1N•IN 1' <br />,• raEAR <br />r; '9M___ A_____ <br />b O(M%coMPA GATE BASE <br />%ca4PACIED) <br />y� a M SoxREcowvACTEo <br />Lb �3, NAnve saL <br />m 117z.. <br />1T O.C.E W. <br />CROSS SECTION TYPICAL <br />NOTES: NT.s <br />CHAMFER DETAIL <br />I . SAW CUT ASPHALT ALONG LIMITS APPROVED BY THE INSPECTOR AND FORM UP OF GUTTER. REPLACE WITH 3" <br />A.C. OVER 12"A. B . (MIN.) <br />°B° <br />2. CONCRETE SHABE FIVE SACK CLASS , 2500 PSI AT 28 DAYS: 314" MAXIMUM AGGREGATE SIZE, <br />4" MAXIMUM SLUMP AT TIME OF PLACEMENT WITH 112 LB. LAMPBLACK PER YARD. <br />3. TOP e' OF NATIVE SUBGRADE SHALL BE COMPACTED TO 90% OR MOISTENED IF UNDISTURBED. <br />SUBGRADE COMPACTION SHALL BE APPROVED BY THE CITY ENGINEER. <br />4. CONCRETE SHALL HAVE A LIGHT BROOM FINISH AND AN IMPERVIOUS MEMBRANE OR SPRAY CURING <br />COMPOUND APPLIED AT 1 GALJ150 SQ. FT. CURING COMPOUND SHALL BE WHITE PIGMENTED, TYPE 2, <br />CONFORMING TO ASTM C309, CLASS B. APPLY IMMEDIATELY AFTER MOISTURE SHEEN DISAPPEARS. <br />5. ALL SCORE LINES AND GRADE SHALL BE REVIEWED AND APPROVED BY THE CITYENGINEER. <br />B. RADIUS EQUALS DISTANCE FROM FACE OF CURB TO BACK OF SIDEWALK OR FROM FACE OF CURB TO <br />PROPERTY UNE IF NO SIDEWALK EXISTS. <br />CITY OF TRACY <br />4E' <br />REVIEWED BY:VQ <br />PLANDARD 135 <br />No. <br />CITY ENGINEER RCE 37186 <br />TRACY <br />Res No. LIIII-255 DATE <br />ALLEY APPROACH <br />Rev: ReY' <br />Rev Rev <br />4E' <br />5'E" WITH S SIDEWALK, VWITH 10' SIDEWALK <br />STANDARD <br />PIAN 401 <br />NL. <br />1' IN PLANTER AREA WITH 5' SIDEWALK <br />TRACY <br />�® <br />TIDokbnNe We Tn.n31e.. <br />ReS No. 2008-255 DATE: <br />J <br />41/7 OUTLET <br />Rev: Rev: <br />FACING STREET <br />N <br />("CONCRETE PAD <br />(SEE NOTE S) <br />BREAK OFF SPOOLSEXPANSION JOINT <br />( SEE NOTE 2) 4' AGGR. BASE <br />6" HYDRANT BURY WITH RISER (MINIMUM) <br />SPOOL, IF NECESSARY. _ <br />2'-6"-"H \ I DOUBLE POLYWRAP AS PER <br />AWWA-C105 <br />THRUST BLOCK OR FLANGED OR <br />RESTRAINED JOINT MECHANICAL JOINT <br />( SEE NOTE 4 ) <br />NOTES <br />1. HYDRANT SHALL HAVE 1, 4)j' UPPER OUTLET AND 1, ZJQ OUTLET, JONES 4040. <br />HYDRANTS AND ALL EXPOSED PARTS SHALL BE PAINTED ONE COAT PRIMER AND <br />TWO FINISHING COATS OF BENJAMIN MOORE SAFETY YELLOW OR FULLER O'BRIEN <br />HIGHWAY YELLOW. <br />2. BREAK OFF SPOOL 6' IN LENGTH SMALL BE INSTALLED 2- ABOVE CONCRETE SLAB. <br />THE BOLTS ATTACHING HYDRANT TO BURY AND SPOOL SHALL SE OF THE BREAK -OFF <br />TYPE, HEX HEAD, GALVANIZED OR STAINLESS STEEL. NUTS SHALL BE DOWN. <br />3. VALVE SMALL BE PLACED ADJACENT TO THE MAIN AS A RESILIENT WEDGE GATE <br />VALVE. TOTALLY ENCAPSULATED, FACTORY EPDXY LINED 8 COATED. <br />4. THRUST BLOCK SHALL BE INSPECTED AND APPROVED AT THE TIME OF <br />CONSTRUCTION PER CITY STANDARD PIAN 423. <br />5. CONCRETE PAD SMALL BE 4'£"X5'. SLOPE SHALL BE 1/4' IN 1' TO CURB. CONCRETE <br />SHALL BE CLASS °B 2500 PSI; 4' MAXIMUM SLUMP; 3/4' MAXIMUM AGGREGATE WITH <br />1/2 L8. LAMPBLACK PER CUBIC YARD. PAD SHALL BE FINISHED TO THE <br />SPECIFICATIONS OFTHESIDEWALK. <br />6. HYDROSTATIC TESTING IS REQUIRED FOR RUNS IN EXCESS OF ONE PIPE LENGTH. <br />7. HYDRANTS SMALL BE PLACED AT PROPERTY LINE EXTENSION, AT END OF CURB <br />RETURN, 3 FT. FROM DRIVEWAYS, AND NEAR STREET LIGHTS, OR AS SHOWN ON <br />PLANS APPROVED BY Cm• ENGINEER. <br />B. HYDRANT BODIES ARE TO BE LINED WITH FACTORY TWO PART EPDXY. <br />9. FOR DEVELOP MEW PROJECTS DESIGN ENGINEER SHALL PROVIDE CALCULATIONS <br />TO PROVIDE ADEQUATE FLOW. FIRE HYDRANT LATERAL SIZE MAY BE INCREASED <br />BASED ON FIRE FLOW CALCULATIONS, <br />CITY OF TRACY <br />Q <br />BLUE REFLECTIVE I <br />PAVEMENT MARKER i <br />//��VALVE L (" <br />BOX <br />/ AND <br />RIS <br />C.. `// RISER DETAIL <br />jl-{I SP 402 <br />SD0 <br />ASDR35 <br />AS DIRECTED <br />BY BV INSPECTOR <br />_ THRUST BLOCK <br />OR RESTRAINED <br />/ OINT <br />WATER MAIN <br />6" RESILIENT WEOGE GATE <br />VALVE WITH FLANGED <br />CONNECTION (SEE NOTE 3) <br />FH._.._.._ <br />STOP BLUE REFLECTIVE <br />MARKERS (HKINS <br />V16C-DB OR EQAWUAL) <br />BLUE REFLECTIVE MARKER <br />BLUE MARKERS SHALL BE PLACED ON <br />THE LEFT HAND SIDE OF TRAVEL LANE <br />ADJACENT TO THE FIRE HYDRANT TO <br />THE CENTER OF STREET. <br />MARKER LOCATION <br />Z. - <br />REVIEWED BY: <br />STANDARD <br />PIAN 401 <br />NL. <br />CITY ENGINEER RCE 37186 <br />TRACY <br />�® <br />TIDokbnNe We Tn.n31e.. <br />ReS No. 2008-255 DATE: <br />FIRE HYDRANT <br />Rev: Rev: <br />Rev: Rev: <br />No. <br />SHEET <br />C4.1 <br />OF 15 SHEETS <br />Z <br />m <br />� <br />SHEET <br />C4.1 <br />OF 15 SHEETS <br />Z <br />g <br />Z <br />W <br />Z <br />U <br />g>� <br />LL <br />W <br />O <br />Q <br />W <br />Z <br />Cal <br />J <br />U <br />O <br />LA <br />W <br />W <br />J <br />U <br />LA <br />SHEET <br />C4.1 <br />OF 15 SHEETS <br />