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TOP OF CURB <br />FLOWLINE <br />OF GUTTER <br />EXPANSION <br />JOINT <br />PAVING OR <br />CONCRETE <br />5' <br />�--2-1/2' TYP. <br />PLAN <br />CURB & GUTTER INSTALLATION <br />12" DIA. <br />MIN. <br />12" <br />` Y*701 <br />S=0.01 FT/FT <br />6"-1 <br />^ 3" <br />CLLB", <br />TYPICAL SECTION <br />CONCRETE <br />JOINT \ 2'-0" <br />LIP OF GUTTER <br />NOTES <br />ITI GRATE AND FRAME SHALL CONFORM TO IMPROVEMENT STANDARD N0, CW—M7. <br />18" PIPE BARREL SHALL BE CLASS III R.C.P., OR CLASS 2 NON—REINFORCED <br />CONCRETE PIPE AS A MINIMUM. <br />3. CATCH BASIN MAY BE USED WHERE APPROVED BY THE AGENCY. <br />El CATCH BASIN ASSY TO BE SET 1-1/2" BELOW FLOWLINE OF GUTTER. <br />REVISION DATE COUNTYWIDE IMPROVEMENT STANDARDS APPROVED BY <br />COUNTY OF SAN JOAQUIN <br />SAN JOAQUIN COUNTY DATE <br />18" STORM DRAIN OF PtM= JUNE <br />1M7 <br />IMPROVEMENT <br />INLET CATCHBASIN STANDARD NO. CW—D14 <br />1811 STORM DRAIN INLET CATCHBASIN (CW -014) <br />SCALE: NT5 <br />::5 <br />Lim Post Brow to be ramo vd after all other <br />fsna comturotbn M unler <br />rnW be abussdabeabem Talbri.oteruse rod a6nsreW directed by Ws <br />ped <br />—Dknwd brow Tenon rkw <br />END AND CORNER <br />POST ASSEMBLY <br />Footing depth <br />2'-6• far fabric Mw than 60• h* <br />3'—W for fabric Wand over <br />PA PA <br />Fabric outside 6' or as <br />of fence or a <br />�on d" <br />pbm (Sem now <br />FaeRly <br />NOTE: Offset to be 2'-0' at monument locations <br />mswwsd at right angles to it/* Ones. Taper <br />to achieve offse to be at Mat 20' brig. <br />FENCE LOCATION <br />= �� ' 'E5' C".) <br />Typical Fabric Mounting Details <br />Rc cana,ea� <br />Not low then 3 thew mmr, <br />crow section of peat with min. <br />Minted bleme <br />rn_ <br />reds <br />IJm peW of 1000' n mn. intwwM <br />breaod and trwmmmeyl MMN beth <br />Armaticas exempt that _ <br />an fab str'etohad by equequipm�d <br />Type CL -4 -48 - <br />Type CL -6 -72 - <br />TYPICAL MEMBER DIMENSIONS See Notes <br />ce <br />Una Paeb <br />or, UNA a aw.er nes. <br />Braces <br />Fence <br />H44MRa.R,d <br />ro) <br />N <br />rm <br />fie.. <br />Raund <br />(p)U <br />Rat Fa <br />(o) <br />N <br />Rod Fm red <br />01e rwu tr <br />n <br />I U <br />I n <br />rINScad <br />„/a' <br />asaeve, <br />TAMIR <br />r <br />30a1A <br />2.14% <br />„N'14/1na/.a <br />up 61fu 6' <br />men <br />,4N IA <br />aver <br />r <br />r <br />f,pa <br />fWn <br />crit• <br />a,/t a,R <br />2,Ad1A <br />14.62 <br />okw tr <br />see It <br />6' <br />NOTES: <br />1. The above table shows examples of past and broom sections which may <br />comply with the Specifications <br />2. Sections shown in the tables must also comply with the strength <br />requirements and other provisions of the Specifications <br />3. Other sections which comply with the strength requirements and other <br />of the Specifications may be used on approval of the Engineer <br />4. Options exercised shall be uniform on any one project <br />S. Dimensions shown are nominal <br />6. Plastic sots aro required when specified on the plans <br />ie' I RwYe b <br />T <br />GATE PrN!"-inol <br />ce <br />Gab <br />LINK <br />wan. <br />LD"might <br />p�Fe <br />ar Foot <br />Up thru r <br />2 1/2 <br />4.96 <br />6'-0' <br />01e rwu tr <br />41 <br />10.79 <br />and <br />Lw <br />am ,r <br />0. IV <br />s' <br />14.62 <br />OU <br />a� 1Mft <br />6' <br />18.97 <br />up 61fu 6' <br />3' <br />78.6 <br />over <br />D <br />6' <br />o.w rwu lr6• <br />14.62 <br />okw tr <br />see It <br />6' <br />16.97 <br />ave IOU <br />x' s.. <br />6' <br />26.66 <br />NOTE. I <br />�beve past dknenebnw and wsiphb are mintmnm. <br />Large seem may be used an approval of Enghwe. <br />1 <br />Feb. 1996 <br />PD <br />CHAIN <br />LINK <br />FENCE <br />ea'+ DEW <br />CHAIN LINK FENCE (D-12) <br />SCALE: NTS <br />analRwn a awe cases <br />oa. JUNE 19t <br />arsev xe, D-12 <br />Swale <br />4:1 max. <br />i <br />15' Radius <br />typ. <br />:r I <br />Erosion control <br />pipe discharge A <br />See Std. Dwg. <br />No. D-22. <br />W <br />f <br />I4:1 max. <br />Double <br />R/W a E (I gates —� <br />Drain system — IIS- Drain manhole <br />c,\J <br />U) Manhole <br />3 <br />a <br />x <br />Fence <br />SECTION A—A <br />10' min. <br />A <br />6' chain link fence <br />with plastic slats <br />- Rip—Rap Swale <br />Sidewalk <br />NOTE: <br />Size of basin and depth <br />to be determined by <br />hydraulic calculation <br />STANDARD AWr"wd by <br />COMMUNITY <br />MO'" by JLD RETENTION BASIN oamabr ar Pabra warlw <br />examine be COUNTY OF SAN JOAQUIN oaa JUNE 1997 <br />bas NONE DOVAr Nr OF PUBLIC woes <br />oroemw No. D-24 <br />STANDARD COMMUNTY RETENTION BASIN <br />DATE . Pill. <br />DRAWING No. <br />ID -11 <br />� <br />Q <br />c <br />D <br />� <br />o <br />Al_ <br />6 <br />QLL <br />4 <br />DATE . Pill. <br />DRAWING No. <br />ID -11 <br />