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R•taaeae aro Ir (r�
<br />m
<br />2'-0' , Roww" pre x 4' d "•lie• W
<br />�•R•I.
<br />1/2 -MOTES,
<br />- i
<br />.ares: p
<br />1 1 /2' 2' Bass I
<br />x d m•aa. r w. rev b v4 a 3 e.33s s,. l,l• a Oradt
<br />3 ' 1/2. a 1 1/2" 2' � le"r. a Mir w my B j �1S193tl
<br />N_
<br />• N i' a SS b A M e v rhhy
<br />See Standard Drawing No. CW -C6 L
<br />stin
<br />,• aSS emerge
<br />eMI MISS owl,
<br />era yra for roll curb, gutter and sidewalk �t(24
<br />c
<br />11F4b' nen, ar Caw 9
<br />.. -� 3. Men Y aarW b anew 41/2'.11,
<br />1 e' rein. lar winfns, S •m,) Q
<br />a �I eM W
<br />• • a,st ,yam, s er ebn b m d aura i
<br />t Sea Standard Drawing No. CW -C7 ermwesb ahwelfrYa G�
<br />ROLL TYPE for vertical curb, gutter & sidewalk CASE A 4 e asap er . a•te U& L®�/ y
<br />CURB & GUTTER VERTICAL r wl°'S.Mewg. r"� 09p ?
<br />gmer d ow np SSL t�
<br />v I
<br />CURB & GUTTER s.. ,.v. a
<br />�
<br />A emerge hemp edelar,•
<br />o
<br />O
<br />To M germ glwll a 1 ngh. r Ai
<br />bo 9••• a 12" rd.
<br />7•_6• 7'-6' MIN. OR AS SHOWN ON PLANS A1O0YSS - reser Ede• r w
<br />4•_g• 5'-0" MIN. OR AS SHOWN ON PIANS 2'-8' SECTION A -A pao q Ion gyp Iho surhm SS hil max;. 9m••dY _� • 4
<br />t •-0' 2'-0" =144101=10gwrtM'iw030 i `Tjilf
<br />SCORE MARK IF MONOLRHK: POUR p 2'-0'
<br />� •wAw
<br />4L 1 F T 3" 2' I SCORE MARK IF MONOLITHIC POUR w s°°'w'°� t. �at we "'"' m Case C
<br />11/2'I I jOwb x �, raR , � fag nm S
<br />i 1 1/2- 4. '� ey. W. trP ar as Fac ar
<br />• SLOPE 1 4' PER FOOT ra�v. wool a cw e
<br />• • .. 1 2' iiw� zx Mx euro
<br />• . • s • d '� • 4 d 4 ' • 10 •.' r 1 1 /2• �' �ar 4 21r
<br />6' 12' O.C. • n _ . m g„-,,( L_ �,yee slik. Farirarir " sr era a y� 4
<br />T Expans on joints per ns�rl m w ,w ar Oew e• jJ G�
<br />TVP. 6" 12" O.C. .Q Standard Drawing Tea r ossa t
<br />g• g• Tiff. - • - • < A No. CW -C3 11°w or.... v�gamm s' i-�'�stw ' g
<br />t •• • .. -. tae. S
<br />1 1/2' x 3 1/2" KEY,
<br />UNLESS POURED MONOLITHIC 6" 6" \!-
<br />1 1/2' z 3 1/2" KEY,
<br />ROLL TYPE CURB, 1 UNLESS POURED MONOLITHIC R.aw mai If �
<br />GUTTER & SIDEWALK VERTICAL CURB, X 161M I I 1
<br />GUTTER & SIDEWALK 1� f�.•-- �i
<br />�i 5/8' x 24" LONG STEEL DOWELS, GREASED AND WRAPPED NOTE.' SECTN)N C -C NOTE. Case D ■ yI
<br />ONE SIDE THROUGH ALL EXPANSION AND COLD JORRS. Q1 5/8" x 24" LONG STEEL DOWELS, GREASED AND WRAPPED ALL RAMPS SHALL CONFORM F
<br />ONE SIDE THROUGH ALL EXPANSION AND COLD JOINTS. ALL RAMPS SHALL CONFORM 70 CAORANS SID RSP AM • 3" min. ran ♦ 1!2' aero
<br />TO C.ALIRANS STD RSP ABMt sheet 1 of 2 e r ry a aro Sime 2 d 2
<br />REVaIaN MtE COUNTY WIDE IMPROVEMENT STANMARDS APPROVM BY RLMM OATE COUNTY WIDE IMPROVEMENT STANDARDS AaPRaoEa By "• "•rr At "'•"•" aFOPPOW1 ov•'- .++ r "'""'"'
<br />COUNTY OF so mmom COUNTY of sat JOAQUIN CURB TRANSITION HANDICAP RAMP HANDICAP RAMP
<br />ROLL CURB, JOAQUINSAN ^., "e a,TE VERTICAL CURB, °r"'"'° DEQ DETAIL _ JLC ••, AD
<br />GUTTER & SIDEWALK IMPROVEMENT Ctg_Cg IMPROVEMENT CW -C7 erg COUNTY DF SAN JOAQUIN ne, JUNK 1997 e.ra COUNTY OF SAN JOAQUIN or JUNE 1997 eSS.y COUNTY OF SAN JOAQUIN •SS JUNE 1997
<br />STANDARD NO. GUTTER & 51 D E WA LK STANDARD N0. NONE hnVfl O r : gxW xwer bar, a. R _ g NONE ..SS .r v era weer orae R - 100 err None ae eerrt w nr a .a•• . ti
<br />RetI"ve Sheetinglifornio Highway -----
<br />Code Type NR (24" Mz NOTES:
<br />3/8" galvanized 2' - _ - Sw Nota 7 1. Ong street sign is required State Of ColRomb Sign ay mob Col- Reflective Bomi1 Shooting Hi Sign
<br />bolt dt eraeMre +' = N a Cade W-57 24'x44
<br />H�hw NOTES:
<br />a at ouch k*wiwdm. r� Cods Sill -42 (30 z3O^)
<br />i 2" TVP• - 2. 8bok nwriberg aro to baa acquired
<br />-
<br />from tM San Joaquin Cofg'll�y 1D I 1. al street lighting and
<br />• - I .^ oppurtenance8 Shall conform
<br />I I o 'r AIN ST Dam t De a�rrL ' SIGNS SpeciRcatbns.
<br />• 3. IS in rorertsnt for a t S P.G. ani Standards and
<br />I: I I SS 100 E rYTI boution of 4dRc cowled devices• , 1. S elhaif be on 2" X 2" 2. S tensed Ll steal/nice aapprovgd
<br />• I 4. The length of the stmt sign gm posted
<br />• �' 1 /2" R (typ) iv - wrier der to the IengNl of ggtaro perforated steel tubing with . ^ o, b S.J. Co. Department of `
<br />n the eget fame. _ perwb tar anchw. SUR o VuMk wore. 12' proposed
<br />a 5. See Standard Drawing No. R-23 for o : c 3 ~ _
<br />12 t O.C. �L �p�d I 2. Sign - State of Calif. Hwy. Code P 5 8. 4 n 3. Street lights shall he energized
<br />kAa� TYPICAL STREET SIGN staeralk ��'am o SW -43 atoll be posted of curves
<br />I:I u /,•--•- - -R 3 - prior to County acceptance of
<br />\\ \�\\ 6. Stop signs {OWN be 30 for urban when needed. V '3. c the improvements. Advenee-
<br />2wu aslacl erode eblreturd Wade - o1will be made
<br />area and 5� ifdemal subdivskm . I R
<br />rd b'ealed stresls: 3g' for neral ohm and : M N U n
<br />pelpiue Fir surfaced Redwood, 'i 1 for strwete which inewsect CountyGo to
<br />four twdes. Hamiook or
<br />booted a m � � -_-- arena roadways, Ge M dpra�ededw by _
<br />pp„gbe lignn ith : Reflective Sheeting Sign - : - I R/W
<br />12' ilex. neer , Sen Note 7 appropriate pavement marldrlgs. `ao State of California Highway z
<br />I h h " a • I 1/2" PATIERN LETTERS r• -•e•
<br />Evenly Spaced Cods "type N -Y' (24 X 24) a
<br />" „ 7. Use the following for terminal streets a , ,
<br />TYPE A MAIN too low than 300 test In length: + ° : COYER 1/2•x1 FRAME- x
<br />T INTERSECTION SIGN LIFT I MIN. } 1.5' ' 10' P.U.E.
<br />Reflective �� Shp -Calif. Hwy. herr tMewerM (pmt across from intersection) : aj SEATINGED -•-I 1" I OMACHINi
<br />Centecawrgan. Be.ricode. I , I am 2' clear to 4 /; a SURFACES I I
<br />edge at T O e TER•'I • �_ ,l FACE OF '
<br />E D_ pawmant _ N m m
<br />' a � CURB - i
<br />I a -
<br />• comae Caw. H". : xaedv oer ^ F-0ge of pwament t 9 Sign LANE REDUCTION LOCAL RESLQENrwL AHO
<br />Reflective Shwtn S' n
<br />END " or back of dike state of California MoY SIGNING / I� COLLECTOR Imfnrunel op
<br />(30 x30) 1 rural Cade W'33 (24 X 24� 2 1 2 -- - --- -- Z
<br />,3'-6" (4'-e' • 7' urban Stop and street or as requksd S.J. Co. t ....
<br />teed of � location c : Public Warks Dept. 1. Center the len�ec reduction sign 1 1/2" 6" 1/4"
<br />Refeetive Sheeting Qe e1a : .� behind Type A barricade DIAMETER
<br />Sign -Calif. tMy. (barricade to be placed on o R/W R/W
<br />�_ _ - : eltw with Type N -Y signs SECTION A -A
<br />CENTER REFLECTOR (24" X2') : PI � laid ) I W s
<br />FOR TYPE "A" BARRICADE e i rwnee/teeWdalMw R. Place Ckw i flemble pout NOTES: mo
<br />• • --- 2' door • er. deNnoutmg (Cal Tram A73C) at a i 0 ,
<br />,moi w •ib yla!ge tO 1 taper preceding the 1. FRAME AND COYER SHALL BE MANUFACTURED OF CAST IRON .t o
<br />ww CONFORMING TO ASTM A -48 -CLASS 30. 3 a, Qi
<br />x ,e i IYra.ae fAr STOP AND STREET SIGN • Typo A barricade (minimum of I $
<br />f - x fC ase rMIra .led ae.l
<br />' T"y ellhe•reaw Agdv ,.`°'A`"r"'"°ea LOCATION DETAIL 5 mire)' 2• FRAME AND COYER SHALL BE H520-44 RATED. I
<br />NOTES: N owes" 1ee� . flop . tVA7 ue.y rr h4owwo
<br />.Awe Orra el►as r ear 71.
<br />3. Pavement lana reduction arrows.
<br />• �• Isael111r wrhMIp rrw•fy • M URBAN Locations 3. FRAME SIW.I_ WEIGH APPROX. 22 LBS. 2' ' 48° s 4' 6' � � N
<br />1. Barricades to be as wide os Street R/W �- ' rr� , n 4. W 11, transition sign. COVER SHALL WEIGH APPROX. 7 LBS. V 3 -6 or mon to face of poet MIN. m MIN. MIN. 2• BoniOO�e to be po>� white 2wr TYPICAL STOP AND STREET 4. FRAME AND COYER SHALL BE COATED WITH BITUMINOUS MATERIAL I
<br />coals of "Ef16Mfor AIIWd ReeN RMiss TYPE D In RURAL Locations
<br />Enamor' over a compatible prkner. SIGN INSTALLATION 4'-6" or more to face of poet CONFORMING TO A.W.WA C203.
<br />Cul -di only TYPICAL SIGN 5. COUNTRY OF ORIGIN AND MANUFACTURER SHALL BE CAST INFO FRAME AND COYER. LCOMMERCIAL AND RURAL ROADS
<br />INO
<br />~ anow cwteee ~ BARRICADES FOR �...gr - -Ile a ~ - mviswx av>E COUNTYWIDE IMPROVEMENT STANDARDS AP�m "' "" ' 2 k'
<br />»a a we STANDARD STREET ....>.. w resh"r- - COUNTY OF SAN JOAQUIN rgrn STREET LIGHTING '
<br />ec1-,_v
<br />TERMINATING STREETS TRAFFIC SIGNS POLES AND SYMBOLS
<br />SIGN DETAILS `" "� � aA>E
<br />�••• COUNTY OF SAN JOAOUN er N t 7 e v e JLD SURVEY MONUMENT rmTsawSSc nes JLD
<br />COUNTY OF SAN JOAQUIN tr JUNE 1997 r •+• -i-- _-- _____
<br />rr NONE rswsSSv1eD� am"her R-24 eSS COUNTY OF SAN JOAQUIN JUNE 1897 FRAME &COVER IMPROVEMENT CW M' arra COUNTY OF SAN JOAQUIN ea JUNE 1997
<br />NOTE SSecwr ewers Seg° e••MIg ra R-25 r NONE rece•wvMgrw rr•r,k R - 26 STANDARD N0. as NONE SSg•11°'a""1°'w �+++
<br />50.0' R.O.W. LOT UNE 6' WOOD FENCE (FAST)
<br />-- - - k EX 6' MASONRY WALL
<br />1.5'5.5' 2'0' 16.0' CL 16.0' 2'0' 5.5' 1.51
<br />BUILDING SET34CK (WEST)
<br />cc
<br />II .. DiFFERENCE FROM
<br />I -
<br />PAD IX GROUND J_
<br />ROLL CURB, GUTTER & SIDEWALK Y CST PRIME COAT 20' MIN. PAD TO DUSTING
<br />PER STD DETAIL CW -C6 (TVP)
<br />SCALE: 1"_-10' GROUND +0.2'all
<br />2 T 0. RvC
<br />0.17' AC
<br />0.75' AB REAR LOT UNE CONTRACTOR SHALL PROVIDE ROUGH eeeJ
<br />GRADING OF LOT (LOT PAD & BACK TO
<br />FRONT SLOPE), BUILDER TO PROVIDE
<br />X x/Z 3.0'
<br />LANDSCAPE CALTRANS RIGHT OF BUILDING SET BACK LINE �\ FINISH )MNG OF LOT (SIDE YARD Ic
<br />WAY DEDICAnO J
<br />45.5' CL 40.0'
<br />U.O.N. _
<br />CALTRANS RIGHT OF WAY - - - -- FRONT LOT LINE \ ti BUILDING LOT GRADING DETAIL � F
<br />/
<br />IX � PAD / �/ NOT TO SCALE
<br />6' MASONRY WALL 9.5' PU£ 5.5' R/W 40.0' (D(ISTWG STATE ROW)
<br />LU W (BY OTHERS) - - __
<br />PARIES
<br />S 9.5' 2.5' VARIES (24.5'-289 VARIES (15'-18.5') VARIES (21.5'-24.5) 2.0'
<br />WALL, LANDSCAPE,
<br />AND SIDEWALK TO MATCH IXIS77NG ] r
<br />BE MAINTAINED BY --- -- - -
<br />-- _
<br />WATER SERVICES SHALL BE LOCATED ON THE PRIVATE LOT OWNER }
<br />OPPOSITE SIDE OF THE ELECTRICAL SERWC£S /
<br />TO PREVENT METER BOXES IN THE DRIVEWAY. VERTICAL CURB, GUTTER- CURB, GUTTER & SIDEWALK
<br />U.O.N. = UNLESS OTHERWISE NOTED & SIDEWALK PER STO- __._ 1S71 � SHEET
<br />DETAIL CW -C7 (TYP) FINISH LOT GRADING TO BE DONE BY
<br />HOUSE BUILDER, WITH HOME CON57RUC77ON
<br />LOT UTILITY LAYOUT PERMIT NO. 1006K6MCE0793 NS STATE HIGHWAY I ITE 4 (FA ii GT0 1 AO)LOT tel t l PLAN
<br />6
<br />SCALE.' 1 --10
<br />T1:9 RV.5 NOT TO SCALE
<br />0.50' AC
<br />1.95' AB
<br />-- -- -- -
<br />COPYRIGNTD 2006 MCR FNfaNFFRING OF 15 SHEETS
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