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I <br />T <br />+ <br />1 <br />I � <br />t ry <br />I <br />I Z <br />I � <br />T LLJ <br />I <br />I � <br />T 0o <br />+ <br />I <br />1 w <br />I � <br />1 Ld <br />I _ <br />T I--- <br />4- <br />T <br />+ <br />I <br />II <br />i II i <br />I <br />Z <br />I � <br />IL <br />0 <br />Q I <br />O I W <br />�ik <br />N <br />� X <br />I <br />SEE DWGS. D-15 & �- <br />D-16 THIS SHEET <br />� I <br />� I <br />i <br />GRATE ELEV. = 27.70 <br />INV. IN = 25.20 12" W. <br />INV. OUT = 25.20 12" NW. <br />I# - <br />W 48 L.F-12" RCP CL.III ASTM C-76 0 <br />Q <br />U I i d 12" x 5' STUB w/END PLUG <br />GRATE ELEV. = 27.70 <br />INV. IN = 25.44 12" E. APPROX. LOCATION <br />j INV. OUT = 25.44 12" W. BORING FOR R-VALU <br />EXISTING WELL <br />i I I <br />II STA 0+00 FRONTAGE ROAD <br />= I I STA 6+74.67 FRENCH CAMP <br />U <br />Ld <br />FRONTAGE R0. <br />LL_ <br />i I <br />CROWN OF ROAD <br />N J <br />U <br />O Li. <br />¢ O <br />c� <br />Z Of <br />V) <br />in I— <br />w <br />UUJ <br />J <br />U N <br />-0.97% <br />0 <br />r� <br />OL_ <br />U <br />x <br />U <br />Z <br />W <br />of <br />J <br />U <br />0 <br />0 <br />+ <br />0 <br />DATUM ELEV <br />5.00 <br />r <br />O <br />M <br />r <br />x <br />0 <br />N <br />H <br />w <br />J <br />L7 N O <br />OM M —6 <br />1+00 <br />EXISTING CL GRADE <br />BUILDING <br />BARRICADE PER STD. DWG R-24 <br />TYPE 'A', 30 L.F. <br />EP <br />1 <br />��' I s —� - APPLY 8" AB & ALL-WEATHER <br />SURFACE PER STANDARD DWG. <br />F-1 b. <br />50 TAPER �20' WIDE ACCESS EASEMENT <br />\ STA 2+47.69 FRONTAGE ROAD <br />STA 1+00.00 ACCESS RD. <br />OPOSED CENTERLINE GRADE <br />EXIST. CENTERLINE <br />+0.50% _F_ <br />F <br />x <br />c� <br />af <br />0 <br />N <br />Ld <br />w <br />o_ <br />Z <br />c5 <br />w <br />m <br />rn <br />+ <br />F <br />Li <br />J <br />U <br />m <br />rn <br />0 <br />0 <br />+ <br />N <br />NO. <br />r <br />COUNTY APPROVAL <br />Barricades <br />r/ <br />+ I <br />I <br />I <br />x <br />fl <br />f <br />coats of "Exterior <br />cs <br />Of <br />INV. IN = 25.44 12" E. APPROX. LOCATION <br />j INV. OUT = 25.44 12" W. BORING FOR R-VALU <br />EXISTING WELL <br />i I I <br />II STA 0+00 FRONTAGE ROAD <br />= I I STA 6+74.67 FRENCH CAMP <br />U <br />Ld <br />FRONTAGE R0. <br />LL_ <br />i I <br />CROWN OF ROAD <br />N J <br />U <br />O Li. <br />¢ O <br />c� <br />Z Of <br />V) <br />in I— <br />w <br />UUJ <br />J <br />U N <br />-0.97% <br />0 <br />r� <br />OL_ <br />U <br />x <br />U <br />Z <br />W <br />of <br />J <br />U <br />0 <br />0 <br />+ <br />0 <br />DATUM ELEV <br />5.00 <br />r <br />O <br />M <br />r <br />x <br />0 <br />N <br />H <br />w <br />J <br />L7 N O <br />OM M —6 <br />1+00 <br />EXISTING CL GRADE <br />BUILDING <br />BARRICADE PER STD. DWG R-24 <br />TYPE 'A', 30 L.F. <br />EP <br />1 <br />��' I s —� - APPLY 8" AB & ALL-WEATHER <br />SURFACE PER STANDARD DWG. <br />F-1 b. <br />50 TAPER �20' WIDE ACCESS EASEMENT <br />\ STA 2+47.69 FRONTAGE ROAD <br />STA 1+00.00 ACCESS RD. <br />OPOSED CENTERLINE GRADE <br />EXIST. CENTERLINE <br />+0.50% _F_ <br />F <br />x <br />c� <br />af <br />0 <br />N <br />Ld <br />w <br />o_ <br />Z <br />c5 <br />w <br />m <br />rn <br />+ <br />F <br />Li <br />J <br />U <br />m <br />rn <br />0 <br />0 <br />+ <br />N <br />H <br />x <br />m <br />in <br />N <br />of <br />w <br />(L <br />H <br />0 <br />Z <br />w <br />I <br />ro <br />(!7 <br />0 <br />K) <br />Z <br />w <br />0 <br />of <br />O_ <br />0 <br />Z <br />w <br />LO <br />M <br />0 <br />M <br />+ <br />M <br />a. M CD r7 00 r- Ur <br />rp 1p ip p ro O <br />2+00 3+00 <br />FINISHED CL GRADE <br />' <br />1 <br />65 <br />NO. <br />r <br />COUNTY APPROVAL <br />Barricades <br />F <br />x <br />APPROVED BY.• <br />DATE <br />x <br />� <br />coats of "Exterior <br />cs <br />Of <br />EnameP over <br />a compatible primer. <br />Mortar <br />N .Z.. <br />•:,:• <br />(° <br />SURVEY <br />PLANS: 6/88, 11/93 F.B.: 1361/1385 <br />PROFILE: __ F.B.: <br />O <br />BARRICADES FOR <br />y <br />0) <br />f0 <br />CHECKED: 0 Roger D. Rumph <br />0 <br />to <br />a- by <br />a <br />w <br />18" R.C.P. CL III <br />L� <br />=a_ <br />I- <br />J <br />SEPT. 1991 <br />�•+• <br />NONE <br />C.D <br />¢ <br />~ <br />a..,, ` R — 24 <br />: <br />Zm <br />__ <br />UO <br />i i.•r <br />9 <br />w <br />m <br />0) <br />ro <br />0) <br />LO <br />CD <br />00 <br />N <br />N <br />N <br />N <br />H <br />x <br />m <br />in <br />N <br />of <br />w <br />(L <br />H <br />0 <br />Z <br />w <br />I <br />ro <br />(!7 <br />0 <br />K) <br />Z <br />w <br />0 <br />of <br />O_ <br />0 <br />Z <br />w <br />LO <br />M <br />0 <br />M <br />+ <br />M <br />a. M CD r7 00 r- Ur <br />rp 1p ip p ro O <br />2+00 3+00 <br />FINISHED CL GRADE <br />' <br />1 <br />65 <br />NO. <br />DESCRIPTION <br />COUNTY APPROVAL <br />Barricades <br />PLOT DATE: 03/29/83 <br />SCALE <br />HORIZONTAL: 1" = 40' <br />VERTICAL: 1" = 4' <br />APPROVED BY.• <br />DATE <br />to <br />be painted white using 2 <br />coats of "Exterior <br />PLOT TIME: 09:25 <br />EnameP over <br />a compatible primer. <br />Mortar <br />N .Z.. <br />•:,:• <br />FILE: 93002\FRONT <br />SURVEY <br />PLANS: 6/88, 11/93 F.B.: 1361/1385 <br />PROFILE: __ F.B.: <br />BARRICADES FOR <br />y <br />CHECKED: 0 Roger D. Rumph <br />TERMINATING STREETS <br />T.B.M. -DESCRIPTION: <br />A ii/ I `\\�Q <br />( 1 11 <br />// <br />- - <br />11 <br />PLAN VIEW <br />20" <br />1 " 1 1/4" �3/4» <br />1 /8" <br />T- <br />1 1/4" 3 1 /2" <br />r1 3/8" <br />1/81> 2" --j 2 <br />22 1/4 <br />SECTION A—A <br />NOTE: <br />Grate shall be fastened to frame <br />with 18" of 1/4" heat-treated chain <br />H.I"" y FRAME & GRATE <br />D1, , by DEW (18" STORM DRAIN INLET) <br />a.d.e y COUNTY OF SAN JOAQUIN o.(. SEPT. 1991 <br />�+• NONE w'""""r W neuc "°'°° o•+w e. D — 16 <br />Reflector Sign -California Highway <br />Code Type NR (24" x 24) <br />3/8" galvinized 1 2• <br />bolts & washers at and <br />I i; <br />I <br />Reflectors symmetrically <br />placed 12' t O.C. <br />6"x6" dense <br />2"x8" select grade structural grade <br />Douglas Fr surfaced Redwood, treated <br />four sides. Hemlock or treated <br />Douglas Fir surface( <br />12' Max. four sides. <br />Evenly Spaced <br />TYPE "A" <br />Reflective Sign -Calif. Hwy. <br />Code W31, 30" Size <br />Center on Barricade. <br />END <br />CENTER REFLECTOR <br />FOR TYPE "A" BARRICADE <br />NOTES: <br />1. <br />Barricades <br />to <br />be as wide as street R/W <br />2. <br />Barricades <br />to <br />be painted white using 2 <br />coats of "Exterior <br />Alkyd Resin Hi—Gloss <br />EnameP over <br />a compatible primer. <br />Mortar <br />N .Z.. <br />•:,:• <br />""`'' <br />BARRICADES FOR <br />y <br />TERMINATING STREETS <br />a- by <br />JLD <br />18" R.C.P. CL III <br />by <br />COUNTY OF SAN JOAQUIN <br />SEPT. 1991 <br />�•+• <br />NONE <br />DV%RrMW W "■OMa <br />a..,, ` R — 24 <br />BRASS CAP 1640' WEST OF SOUTH 99 <br />FRONTAGE ROAD, SOUTH SIDE OF FRENCH <br />CAMP ROAD, MARKED QR -30.7, U.S.G.S. <br />DATUM <br />ELEVATION: <br />28.118' <br />Top of curb <br />Flo <br />wline of <br />gutter — <br />Expansion — <br />joint <br />Lip of gutter <br />1/2 dia. <br />bolt — <br />Boss to hold — <br />grate in place <br />24" dia. conc. — <br />pipe (see note <br />no. 5) <br />12" <br />NOTES: <br />1. Frame and Grate shall conform to <br />Standard Drawing No. D-16. <br />2. Two feet minimum below finished <br />grade in new development. In <br />existing streets, may be less than <br />2' with the approval of the engineer. <br />PLAN VIEW <br />,— See note 1 <br />N <br />Grade Rings <br />`'t ° <br />Mortar <br />N .Z.. <br />•:,:• <br />18" R.C.P. CL III <br />N <br />: <br />i i.•r <br />Mortar (typ.) <br />io Class "B" concrete SECTION B—B <br />SECTION A—A <br />M`" yOF <br />18" STORMY <br />DRAIN INLET <br />o.." <br />by JLD <br />o..W by COUNTY OF SAN JOAQUIN �+ SEPT. 1991 <br />■•+• NONE °FWMW OF rueue WOM o.wy w <br />��vI9ivlvIvIV`i. <br />b1S/�L�b1b�Li� <br />2�/iJi•✓idiI!2J <br />>��cn�cnnz, <br />. ----- <br />N <br />9" 4" throat <br />Min 4" <br />12" dia. <br />min. <br />3" <br />SECTION <br />NOTES: <br />t. All exposed steel shall be dipped with PLAN OF FRAME <br />2 coats of coal tar pitch heated to a <br />minimum of 180' or galvanized. <br />2. Grate, frame and side inlet shall conform to <br />South Bay Foundry A-645 frame with either A-390 <br />rivited or A -390-M fabricated steel grate. <br />3. Grate shall be chained to frame. <br />4. Grate shall be depressed 1" below gutter <br />profile grade. <br />5. 24" pipe barrel shall be class II R.C.P., or <br />class 2 or 3 non -reinforced concrete pipe. <br />y TYPE 1 y <br />yJLD CURB INLET CATCHBASIN <br />" <br />by <br />COUNTY OF SAN JOAQUIN e•e• SEPT. 1991 <br />s.r. NONE onV11roc/r of ^wc " o xa D — 13 <br />SHEET <br />�OfESS10 <br />weER0•�':�y <br />sump •: m <br />gyp, oniAT � <br />CMI <br />11'r of CNVF <br />OF <br />NOTES <br />1. The Structural section shall be determined <br />by the roadway design standards and Standard <br />Drawing No. R-27. <br />2. Typical cross section of French Camp Road may be adjusted <br />to conform to San Joaquin County contract work in this area. <br />*Aggregate base R—Value= 5 <br />shoulder may be T.I = 6.0 <br />eliminated where G.E. = 1,82 <br />subgrade "R" value R W <br />is greater than Vf <br />/ R/W <br />50' <br />25' <br />VARIES 5' VARIES <br />VARIES?x2X— 4AC 2, ... * V T <br />1' Min. 14„ AB w/PRIME COAT Min J <br />FRONTAGE ROAD STA 0+00 TO STA 3+30.35 <br />R/W R/W <br />82' <br />4 <br />42' 40' <br />la <br />30' VARIES <br />27L 2% --,� <br />. <br />:,,,:,:: 0.60 AC <br />...18'f—� 0.65' AB w/PRIME COAT <br />FRENCH CAMP ROAD <br />1' Min. <br />CONFORM PAVING; <br />MATCH EXISTING PAVEMENT <br />14 <br />TYPICAL RURAL y <br />y JLD ROAD SECTIONS <br />°M+dy COUNTY OF SAN JOAQUIN SEPT. 1991 <br />s.s. NONE R-3 <br />ASSOCIATES, INC. <br />fT� P.O.Box eee <br />I San Andreas, Ca. 95249 <br />LTA Ph. (209) 754-3588 <br />FRENCH CAMP GOLF & R. V. PARK <br />PLAN & PROFILE: FRONTAGE ROAD & DETAILS <br />DATE: <br />RCE NO: 12741 <br />EXP. DATE: 3/31/97 <br />DESIGN ENGIN R <br />