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1 1/27 <br />3" <br />w d <br />ROLL TYPE <br />CURB & GUTTER <br />7'-6" <br />4'-6" <br />SCORE MARK IF MONOLITHIC POUR <br />SLOPE 1/4" PER FOOT <br />a <br />4 <br />6' TYP. < <br />I <br />211111111111111111% <br />T <br />2'0" <br />0 <br />W m <br />U � <br />3 'N <br />a U ! <br />" <br />a 4 4 d d 6„ <br />4 4 e <br />T <br />L 1 1/2" x 3 1/2" KEY, <br />ROLL TYPE CURB, UNLESS POURED MONOLITHIC <br />GUTTER & SIDEWALK <br />r1 5/8" x 24" LONG STEEL DOWELS, GREASED AND WRAPPED <br />ONE SIDE THROUGH ALL EXPANSION AND COLD JOINTS. <br />COUNTY WIDE IMPROVEMENT STANDARDS <br />COUNTY OF SAN JOAQUIN <br />ROLL CURB, <br />GUTTER & SIDEWALK ISMTPAINJDARDENT NO. CW -C6 <br />Reflector Sign -California Highway <br />Code Type NR (24" x 24') <br />3/8" galvanized 2' <br />bolts & washers at end <br />LID <br />IIk I Io <br />Reflectors symmetrically <br />placed 12' t O.C. <br />6"x6" dense <br />2"x8" select grade structural grade <br />Douglas Fir surfaced Redwood, treated <br />our sides. Hemlockt treated <br />Douglas Fir surfaced <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 />EINI D <br />Sign -Calif <br />Hwy Code W31 <br />a (30" x 30") <br />CENTER REFLECTOR <br />FOR TYPE "A" BARRICADE <br />A � Retaining curb if <br />necessary at edge <br />�4 � �of sidewalk <br />A a e <br />CASE A <br />See note 8 q• min. <br />Top of Romp <br />8.337L max. 2% M x. <br />Rounded <br />SECTION A -A <br />Edge of <br />See note 8 <br />4' <br />Retaining Curb if <br />8.33% necessary <br />Max. 2% Max. <br />Top <br />7�Ramp <br />Rounded SECTION B -B <br />Depress entire sidewalk as required <br />Retaining Curb if <br />necessary <br />2X Max. <br />SECTION C -C <br />NOTES <br />1. If distance from curb to back of <br />sidewalk Is too short to <br />accomodate ramp and 4' <br />platform, the sidewalk may be <br />depressed longitudinally <br />as in Case A or B or may <br />be widened as in Case C. <br />2. If sidewalk is less than <br />5' wide, the full width of <br />the sidewalk shall be depressed <br />as shown in Case 8. <br />3. When ramp is located in center <br />of curb return, crosswalk <br />configuration must be similar to <br />that shown on the plan to <br />accomodate wheelchairs. <br />4. If located on a curve the <br />sides of the ramp need not <br />be parallel, but the minimum <br />width of the romp shall be 4'. <br />5. Sidewalk and ramp thickness <br />shall be 4' min. <br />6. The ramp shall have a 12" wide <br />border with 1/4" grooves <br />approximately 3/4' o.c. See <br />grooving detail. The surface <br />of ramp shall hove a transverse <br />broomed surface texture rougher <br />than the surrounding sidewalk <br />except when located in center <br />7. Ramp side slope varies <br />uniformly from a maximum of <br />up to 12.5% at curb to confirm <br />with longitudinal sidewalk <br />slope adjacent to top of the <br />ramp, except in Case S. <br />S. 6' for 4 1/2' curb height and 2% <br />sloping sidewalk. For 6 curb <br />height use S' ramp or Case B. <br />9. Ramp Slopes <br />L12 max. (5.33%) <br />1:15 min. (6.67%) <br />COUNTY OF SAN JOAQUIN <br />DEPARTMENT OF PUBLIC WORKS a1°'4i^4 N4' R -10A <br />Sign - State of Calif. Hwy. <br />Sign - State of Calif. Hwy Code W-57 (24"x48") <br />Code SW -42 (30"x30") <br />tl <br />IGNS <br />gns shall be posted on 2" I.D. galy.pe in urban areas and either pipe or 0 x4" posts in rural areas. 3 <br />CD 2. Stop sign sizes shall be 30" for <br />urban areas and 36" for rurol areas. <br />n 3. Sign - State of Calif. Hwy. Code o <br />SW -43 shall be posted at curves <br />when needed. 1 <br />io Sign - State of Calif. <br />I r Hwy. Code type N -Y' <br />24 x24' (reflective <br />yellow background) <br />T INTERSECTION intersection) SIGN(post across from Li <br />t <br />Q0 UD N LANE REDUCTION <br />Sign - State of Calif. <br />Hwy. Code W53 (24"x24") SIGNING <br />or as required by the <br />Public Works Dept. <br />0 0 1. Center the lane reduction sign <br />01 <br />_0 behind Type A barricade <br />(barricade to be placed on a <br />4° 4° R d d k 'th T N -Y <br />Sign -Calif Hwy o o x e woo or sew wl ype signs <br />4 Code Type NR pressure treated Douglas attached). <br />(24" x 24„) Fir post (typ.) or 2. Place Class 1 flexible post <br />2" I.D. galv. as delineators (Cal Trans A73C) at a <br />squired 10 : 1 taper preceding the <br />4"x4' Redwood Type A barricade (minimum of <br />LID or pressure treated � 5 delineators). <br />NOTES: Douglas Fir post - <br />N in ro 3. Pavement lane reduction arrows. <br />or 2" I. D. galy. I I � Flatten pipe <br />1. Barricades to be as wide as street R/W pipe (typ.) <br />4. W 11, transition sign. <br />2. Barricades to be painted white using 2 „ �� <br />0 <br />coats of "Exterior Alkyd Resin Hi -Gloss TYPE B <br />Enamel" over a compatible primer. y TYPICAL SIGN <br />Cul -de -Sac only <br />BARRICADES FOR <br />COUNTY OF SAN JOAQUINDaWin <br />Y <br />5 <br />I S/2 <br />TERMINATING STREETS <br />\�J. <br />YFY so <br />s <br />Ig « IR -10B <br />V <br />COUNTY OF SAN JOAQUIN <br />Drawing No. <br />R-24 <br />12 Max. <br />NOTES: <br />DEPARTMENT OF PUBLIC WORKS <br />Crosswalk <br />2" T `r, <br />yp' <br />Case D <br />Backfill with materials equal to or <br />min. for 4 1/2" curb <br />better than the existing pavement and base in quality. <br />New pavement <br />shall be 1" thicker than existing pavement, minimum <br />of 0.25 feet. <br />New base shall be 1" thicker than existing base, minimum <br />of 0.5 feet. <br />6" Min. Existing <br />'� 6„ r` Pavement <br />6" - <br />(Typ) <br />ST <br />3'�0" Compact in 12" max. <br />2 <br />Block numbers ore acquired <br />- <br />to a min. relative <br />�layers <br />- compaction of 95%+ <br />RIGID CONDUIT- <br />pa and <br />90% outside avement. <br />\ / ander outside <br />in C <br />the San Joaquin County <br />Variable Compact in 24" max. <br />layers to a min. relative <br />compaction of 85%. <br />O' <br />O' <br />O.D./2 Compact,in 6" to ers <br />Community Developement Department. <br />to a minimum relative <br />compaction of 90%. <br />10" Min. O.D. 10" Min. 10" <br />Min. 0. D. <br />.D. + 20" Min <br />UNITY OF SAN JOAQUIN <br />- 6" Min. <br />(TYP.) <br />Variable <br />- FLEXIBLE CONDUIT <br />OD+12" <br />I <br />Drowinq No. <br />4' <br />2g_ <br />8� <br />1 <br />Retaining curb if <br />necessary at edge <br />of sidewalk <br />4.5' min. for Case B <br />4 1/2" curb, (Sidewalk less than 5' wide) <br />6' min. for <br />6" curb <br />Approx. 3/4" except <br />approx. 1 1/2" on <br />1/4" sloping portion <br />r _ I of ramp <br />N 1 45' \ + + <br />.,-1/4 <br />UP DETAIL GROOVING DETAIL <br />See Note 8 <br />See Note 6 <br />M <br />� do <br />HANDICAP RAMP UP DETAIL <br />Face of <br />curb <br />r-Sse Note 6 <br />J %\ max. I <br />N d <br />N Z <br />COUNTY OF SAN JOAQUINDaWin <br />Y <br />5 <br />I S/2 <br />4 ,m� <br />\�J. <br />YFY so <br />s <br />Ig « IR -10B <br />V <br />12 Max. <br />NOTES: <br />at cu <br />curb <br />Crosswalk <br />2" T `r, <br />yp' <br />Case D <br />3' <br />min. for 4 1/2" curb <br />4' <br />min. for 6" curb <br />2' clear to 0 <br />edge of T D E Edge of pavement <br />pavement N or back of dike <br />StInlocation <br />and street <br />6' rural <br />*3'-6" (4'-6") 7' urban <br />to edge of pavement <br />2' clear <br />2" 1. D. � STOP AND STREET SIGN <br />galy. pipe LOCATION DETAIL <br />10" flatten pipe <br />+ In URBAN Locations <br />3'-6" or more to face of post <br />TYPICAL STOP AND STREET In RURAL Locations <br />SIGN INSTALLATION 4'-6" or more to face of post <br />STANDARD STREET <br />SIGN DETAILS <br />COUNTY OF SAN JOAQUIN R-25 <br />OEPAR1MENr OF PUBIIC WININS Drawing No. <br />NOTES: <br />1. Relative compaction of materials shall be tested in accordance with <br />the State of California, Dept. of Transportation Testing Manuals, test <br />method No. California 216 or 231. <br />2. All existing pavement shall be neatly cut to line prior to trench excavation. <br />3. Jetting or ponding will be permitted within the street Right of Way with <br />a 3 year bond. <br />4. When shown by soil composition and compactability, ninety percent (90%) <br />compaction may be used, when approved by the Director of Public Works. <br />5. Special bedding requirements may be shown on the plans or specified in <br />special provisions. <br />6. Shoulders shall be as shown on the plans or specified in the special <br />provisions but in no case Shall the shoulder be less than three feet wide <br />as measured from the edge of pavement. <br />MACHI <br />S EATI N <br />SURFA <br />PREFORMED FIBER EXPANSION <br />JOINT FILLER CONFORMING T/8„ <br />TO ASTM D-1751 �J 3/8" MAX. <br />c I <br />d d <br />F4:: <br />$ d s <br />° EXPANSION JOINT <br />/8" TO 1/4"�� <br />d D/3 <br />Q d d d <br />d � , D <br />a d <br />0 <br />Qd d d a . 7T <br />WEAKENED PLANE JOINT <br />WEAKENED PLANE JOINT <br />COUNTY OF SAN JOAQUINDaWin <br />5 <br />I S/2 <br />OEPNrruENr of PUN1L woRNs <br />Ig « IR -10B <br />NOTES: <br />2" T `r, <br />yp' <br />1. <br />One street sign is required <br />at each intersection. <br />ST <br />2 <br />Block numbers ore acquired <br />- <br />in C <br />the San Joaquin County <br />Itfrom <br />M <br />100 E <br />Community Developement Department. <br />3. <br />See improvement plans for <br />location of traffic control devices. <br />1/2" R (typ) N 00 <br />4. <br />The length of the street sign <br />varies due to the length of <br />un <br />TYPICAL STREET SIGN <br />he street name. <br />5. <br />See Standard Drawing No. R-23 for <br />proposed sidewalk sign locations. <br />6. <br />Stop signs shall be 30" for urban <br />areas and for internal subdivision <br />streets; 36" for rural areas and <br />for streets which intersect County <br />roadways, also to be preceded by <br />a W17, 36" stop ahead sign with <br />appropriate pavement markings. <br />MAIN SE <br />too <br />2' clear to 0 <br />edge of T D E Edge of pavement <br />pavement N or back of dike <br />StInlocation <br />and street <br />6' rural <br />*3'-6" (4'-6") 7' urban <br />to edge of pavement <br />2' clear <br />2" 1. D. � STOP AND STREET SIGN <br />galy. pipe LOCATION DETAIL <br />10" flatten pipe <br />+ In URBAN Locations <br />3'-6" or more to face of post <br />TYPICAL STOP AND STREET In RURAL Locations <br />SIGN INSTALLATION 4'-6" or more to face of post <br />STANDARD STREET <br />SIGN DETAILS <br />COUNTY OF SAN JOAQUIN R-25 <br />OEPAR1MENr OF PUBIIC WININS Drawing No. <br />NOTES: <br />1. Relative compaction of materials shall be tested in accordance with <br />the State of California, Dept. of Transportation Testing Manuals, test <br />method No. California 216 or 231. <br />2. All existing pavement shall be neatly cut to line prior to trench excavation. <br />3. Jetting or ponding will be permitted within the street Right of Way with <br />a 3 year bond. <br />4. When shown by soil composition and compactability, ninety percent (90%) <br />compaction may be used, when approved by the Director of Public Works. <br />5. Special bedding requirements may be shown on the plans or specified in <br />special provisions. <br />6. Shoulders shall be as shown on the plans or specified in the special <br />provisions but in no case Shall the shoulder be less than three feet wide <br />as measured from the edge of pavement. <br />MACHI <br />S EATI N <br />SURFA <br />PREFORMED FIBER EXPANSION <br />JOINT FILLER CONFORMING T/8„ <br />TO ASTM D-1751 �J 3/8" MAX. <br />c I <br />d d <br />F4:: <br />$ d s <br />° EXPANSION JOINT <br />/8" TO 1/4"�� <br />d D/3 <br />Q d d d <br />d � , D <br />a d <br />0 <br />Qd d d a . 7T <br />WEAKENED PLANE JOINT <br />WEAKENED PLANE JOINT <br />5 <br />I S/2 <br />EXPANSION JOINT <br />1,1/4„ <br />d a <br />ad <br />a c d <br />d C <br />SCORE LINE <br />,r SCORE LINES <br />ENED PLANE JOINTS <br />EXPANSION JOINTS <br />EAKENED PLANE JOINTS <br />anii," No. <br />1 1 /2" 6" 1 /4„ <br />DIAMETER <br />SECTION A -A <br />NOTES: <br />1. FRAME AND COVER SHALL BE MANUFACTURED OF CAST IRON <br />CONFORMING TO ASTM A -48 -CLASS 30. <br />2. FRAME AND COVER SHALL BE HS20-44 RATED. <br />3. FRAME SHALL WEIGH APPROX. 22 LBS. <br />COVER SHALL WEIGH APPROX. 7 LBS. <br />4. FRAME AND COVER SHALL BE COATED WITH BITUMINOUS MATERIAL <br />CONFORMING TO A.W.W.A. C203. <br />5. COUNTRY OF ORIGIN AND MANUFACTURER SHALL BE CAST INTO FRAME AND COVER. <br />COUNTYWIDE IMPROVEMENT STANDARDS <br />COUNTY OF SAN JOAQUIN <br />10" Min. �\`y�x,• • • : F<< N <br />• z <br />TYPICAL TRENCH BACKFILL o <br />COUNTY OF SAN JOAQUIN u`' <br />DEaARIMENT of Pueuc Wawa 'o •• • g' � <br />Drawing No. R-29 'C�e s • �eJ <br />DESCRIPTION <br />No. 427&4 <br />Bxp, 3.11 -QJ <br />IMPROVEMENT Clf_Y1 <br />STANDARD NO. <br />NOTES: <br />1. Not more than 50% of the frontage <br />can be in driveway openings, measured <br />along the property line. <br />2. For commercial driveway approach detail, <br />refer to Standard Drawing No. R-13. <br />3. No driveway shall be located within <br />curb return. <br />4. 10' minimum in 25 mph zone. Setback <br />and locations to be approved by the <br />Director of Public Works for higher speed <br />roadways, or at major intersections. <br />FACE OF <br />CURB <br />Handicap Ramp <br />Single Driveway <br />Curb Line <br />a CQ <br />73 <br />730 <br />See <br />note 4 <br />TYPICAL DRIVEWAY LOCATIONS <br />COUNTY OF SAN JOAQUIN <br />UEPARaill OF PUBUC WORKS <br />Curb <br />return <br />NOTES: <br />1. All street lighting and <br />appurtenances shall conform <br />to P.G.&E. Standards and <br />Specifications. <br />2. Street light locations at <br />intersections shall be approved <br />On by S.J. Co. Department of <br />Public Works. <br />x <br />3. Street lights shall be energized <br />prior to County acceptance of <br />the improvements. Advance <br />o arrangements shall be made <br />o g with P.G.&E. to either install <br />the street lights, or agree to <br />a accept them for operation and <br />maintenance under their LSI <br />R/W <br />Z rate schedule after installation. <br />Class "E" <br />1.5' 1'� 10' P.U.E. �---{ <br />LOCAL RESIDENTIAL AND COLLECTOR RESIDENTIAL <br />R/W <br />w <br />6' _Y <br />Y � � <br />J ° u_ <br />3 �o <br />W W Y <br />O U <br />Do <br />2'L�4 4' 6' <br />m MIN. MIN. <br />LOCAL COMMERCIAL AND RURAL ROA[ <br />INDUSTRL4L <br />STREET LIGHTING <br />LES AND SYMBO <br />COUNTY OF SAN JOAQUIN <br />DEPARneprt OF Pusuc WORKS <br />R/W <br />wwwl„q No. <br />WINDWOOD UNIT NO. 3B DRAWB.A.D. <br />SCALE: <br />DETAIL SHEET NONE <br />IN THE OFFICE or: SHEET OF <br />BAUMBACH &BAUMBACH & PIAllA, INC. � 6 <br />CIVIL ENGINEERS DATE: 3-f7 - qg JOB NO. <br />323 WEST ELM STREET - <br />/�`�GI, NIA 95240 R.C.E. N0.:4 FILE N0. <br />,l/ EXP DATE: 3-31 -200G G-1155 <br />