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CONCRETE CURB, GUTTER AND SIDEWALK CONSTRUCTION NOTES <br />01 CURB, GUTTER AND SIDEWALK CONSTRUCTION SHALL CONFORM TO SECTION 73, <br />STANDARD SPECIFICATIONS, CALIFORNIA DEPARTMENT OF TRANSPORTATION <br />(CALTRANS), EXCEPT AS MODIFIED HEREIN. <br />[2 REFERENCE IS MADE TO THE LOCAL AGENCIES STANDARD SPECIFICATIONS FOR <br />ADDITIONAL REQUIREMENTS RELATING TO THE CONSTRUCTION OF CONCRETE <br />CURB, GUTTER, & SIDEWALK. <br />❑3 SUBGRADE FOR CURB, GUTTER, SIDEWALK AND DRIVEWAYS SHALL BE COMPACTED <br />TO A MINIMUM RELATIVE COMPACTION OF 90% TO A DEPTH OF 6'. WHERE THE <br />SUBGRADE "R" VALUE IS LESS THAN 50, PLACE 4" MINIMUM OF AGGREGATE <br />SUBBASE CLASS IV UNDER THE CONCRETE SECTIONS AND COMPACT TO A <br />MINIMUM OF 90%. <br />® ALL RADII FOR ROUNDING EDGES SHALL BE 3/4" UNLESS NOTED. <br />5❑ CONCRETE SHALL BE CLASS Be PER CALTRANS SECTION 90. <br />© EXPANSION JOINTS AND WEAKENED PLANE JOINTS SHALL BE INSTALLED AS <br />INDICATED ON THE PLANS OR STANDARD DETAILS. <br />[7 CURB, GUTTER AND SIDEWALK SHALL HAVE A LIGHT BROOM FINISH; <br />CURB AND GUTTER PARALLEL TO THE FLOW LINE, <br />SIDEWALKS PERPENDICULAR THE FLOWLINE. <br />® DEPRESS A 2" HIGH LETTER "W" OR "S" 1/4" DEEP INTO THE TOP OF THE <br />CURB TO IDENTIFY SERVICE LOCATIONS. <br />[9 DURING CONSTRUCTION OF GUTTERS, WATER SHALL BE USED TO INSURE <br />PROPER DRAINAGE ALONG THE FLOWLINE. <br />REVISION I DATE COUNTY WIDE IMPROVEMENT STANDARDS APPROVED BY <br />COUNTY OF SAN JOAQUIN <br />SAN JOAQUIN COUNTY DATE <br />CONCRETE CURB, GUTTER DIRECTOR OF PUBUC WORKS <br />AND SIDEWALK IMPROVEMENT <br />CONSTRUCTION STANDARDS STANDARD NO. CW -C1 <br />BENCH MARK: <br />PER U.S.G.S. B.M. 19-8 1907-45. <br />LOCATION: NORTHWEST CORNER OF MASONIC <br />BUILDING IN THE TOWN OF WOODBRIDGE. <br />ELEVATION: 45.85 IS MOST CURRENT PER <br />F.E.M.A. <br />DATE SIGNED: Y %+.',s <br />TYPICAL THRUST BLOCK <br />BEND <br />45" MAX. <br />(TYP. FOR ALL <br />ANGLES) <br />C1 <br />I-- 1' MIN. <br />TYPICAL SECTION THRU <br />THRUST BLOCK <br />NOTES: <br />1. ALL THRUST BLOCKS SHALL <br />BE POURED AGAINST <br />UNDISTURBED SOIL. <br />2. RESTRAINT SYSTEM FOR <br />VERTICAL PIPE BENDS SHALL <br />BE APPROVED BY THE <br />AGENCY. <br />3. THRUST RESTRAINT SYSTEMS <br />FOR PIPES LARGER THAN 12" <br />SHALL BE DESIGNED ON A <br />CASE BY CASE BASIS AND <br />SHALL BE APPROVED BY THE <br />AGENCY. <br />4. CONCRETE SHALL BE CLASS B. <br />THRUST BLOCK AREA IS BASED ON THE SIZE OF <br />THE BRANCH LINE. <br />d I <br />AV A <br />„B„ c <br />P <br />e A <br />d A <br />a <br />O � O <br />e <br />A.. <br />1' MIN. <br />1' MIN. <br />TYPICAL THRUST BLOCK TYPICAL THRUST BLOCK <br />TEE OUTLET DEAD END <br />THRUST BLOCK AREA REQUIRED <br />Ilia 1 <br />FITTINGS <br />ALLOWABLE SOIL <br />BEARING <br />000 LBS. PER SQ. FT. <br />6" LINE OR SMALLER <br />''A" <br />"B" <br />22 1/2- <br />1'-6'$ <br />21 1/2- <br />' <br />V-6- <br />6"45' <br />45' <br />2'-0'$ <br />2'-0" <br />90' <br />3'-0" <br />2'-6" <br />TEE OUTLET <br />2'-6" <br />32 3/8" <br />SECTION A -A <br />2$ -0 <br />- <br />DEAD END <br />2'-6" <br />CONFORMING <br />2'-0" <br />8" LINE <br />AND COVER SHALL BE HS20-44 RATED. <br />3. FRAME <br />SHALL WEIGH 140 LBS. MINIMUM; <br />22 1/2' <br />2'-0" <br />SHALL WEIGH 130 LBS. MINIMUM. <br />2'-0" <br />4. FRAME <br />45° <br />3'-0" <br />CONFORMING <br />2'-6" <br />90' <br />4'-0" <br />REVISION <br />31 <br />-0 - <br />TEE OUTLET <br />3'-0" <br />3'-0" <br />DEAD END <br />3'-0" <br />3'-0" <br />10" LINE <br />MAINTENANCE HOLE <br />DIRECTOR OF PUBLIC WOWS <br />DIRE <br />22 172- <br />3'-0" <br />FRAME AND COVER <br />2'-0- <br />45' <br />3'-6" <br />3'-0'' <br />90' <br />5'-0" <br />4'-0" <br />TEE OUTLET <br />4'-0" <br />3'-6" <br />DEAD END <br />4'-0" <br />3'-6" <br />12" LINE <br />22 1/2' <br />3'-0" <br />3'-0" <br />45' <br />4'-0'$ <br />4'-0" <br />90' <br />7'-0" <br />4'-0" <br />TEE OUTLET <br />5'-0" <br />4'-0" <br />DEAD END <br />5'-0" <br />4'-0" <br />LREVISION DATE COUNTYWIDE IMPROVEMENT STANDARDS APPROVED BY <br />COUNTY OF SAN JOAQUIN <br />CA: 800— 227— 2600 � <br />THRUST BLOCK CHART <br />SAN JOAQUIN COUNTY DATE <br />DIRECTOR OF PUBLIC WORKS JUNE 1997 <br />IMPROVEMENT <br />STANDARD NO. <br />i <br />1 1/4!* SQUARE PATTERN <br />"SANITARY" OR c 1187 HIGH <br />"STORM" AS <br />APPROPRIATE 1 1/2" 0 - 3 HOLES <br />(1 1/2" LETTERS) EQUALLY SPACED <br />0 <br />O� O <br />1"x 1 1/4" OO� N I❑T <br />PRY HOLE 0� 5O0 ❑ OOt OO c <br />❑ ❑ ❑ ❑ ❑ ❑ ❑ <br />0000❑ o m c <br />O <) El � O <br />O 0 O n ^ O PICK HOLE <br />3/4" STEEL BAR 1/2 4" 1" DIAMETER <br />2 1 7/32" Z� I '" VENT HOLE <br />a <br />30' �5-1/2" <br />� I-3 3/8„ 2 1/8" PLAN SECTION C -C <br />SECTION B -B <br />27' <br />25 5/8' <br />25 1/2' MACHINED <br />SEATING SURFACES <br />4 1 /2' <br />Reflector Sign -California Highway <br />Code Type NR (24" x 24") <br />3/8" galvanized 2' <br />bolts & washers at end <br />I " I <br />I:I �V/� I:I I <br />Reflectors symmetrically <br />placed 12' f O.C. <br />2"x8" select grade <br />Douglas Fir surfaced <br />four sides. <br />12' Max. <br />Evenly Spaced <br />Reflective Sign -Calif. Hwy. <br />Code W31, 30" Size <br />Center on Barricade. <br />N <br />6" x6" dense <br />structural grade <br />Redwood, treated <br />Hemlock or treated <br />Douglas Fir surfaced <br />four sides. <br />TYPE 99A99 <br />CENTER REFLECTOR <br />FOR TYPE "A" BARRICADE <br />NOTES: <br />1. Barricades to be as wide as street R/W <br />2. Barricades to be painted white using 2 <br />coats of "Exterior Alkyd Resin Hi -Gloss <br />Enamel" over a compatible primer. <br />No. Revised By <br />1 Feb. 1996 PD <br />9 <br />Sign -Calif <br />Hwy Code W31 <br />(30" x 30") <br />Sign -Calif Hwy <br />Code Type NR <br />(24" x 24") <br />4" x4" Redwood <br />or pressure treated <br />Douglas Fir post <br />V or 2" L D. galy. <br />pipe <br />TYPE99B99 <br />Cul -de -Sac only <br />Approved by <br />BARRICADES FOR <br />TERMINATING STREETS <br />Drawn by JLD <br />Checked by COUNTY OF SAN JOAQUIN I Dote JUNE 1997 <br />Scale NONE DEPARTMENT OF PUBLIC WORKS Drowing No. R-24 <br />Ilia 1 <br />I— 1 1/4 <br />21 1/2- <br />4 RIBS ® 90' SPACING <br />24" <br />NOTES: <br />32 3/8" <br />SECTION A -A <br />1. FRAME <br />AND COVER SHALL BE MANUFACTURED OF CAST IRON <br />CONFORMING <br />TO ASTM A -48 -CLASS 30 <br />2. FRAME <br />AND COVER SHALL BE HS20-44 RATED. <br />3. FRAME <br />SHALL WEIGH 140 LBS. MINIMUM; <br />COVER <br />SHALL WEIGH 130 LBS. MINIMUM. <br />4. FRAME <br />AND COVER SHALL BE COATED WITH BITUMINOUS MATERIAL <br />CONFORMING <br />TO A.W.W.A. C203. <br />5. COUNTRY OF ORIGIN AND MANUFACTURER SHALL BE CAST INTO <br />FRAME AND COVER. <br />REVISION <br />DATE <br />COUNTYWIDE IMPROVEMENT STANDARDS <br />APPROVED BY <br />COUNTY OF SAN JOAQUIN <br />SAN JOAQUIN COUNTY DATE <br />MAINTENANCE HOLE <br />DIRECTOR OF PUBLIC WOWS <br />DIRE <br />FRAME AND COVER <br />IMPROVEMENT CW -M3 <br />STANDARD NO. <br />Reflector Sign -California Highway <br />Code Type NR (24" x 24") <br />3/8" galvanized 2' <br />bolts & washers at end <br />I " I <br />I:I �V/� I:I I <br />Reflectors symmetrically <br />placed 12' f O.C. <br />2"x8" select grade <br />Douglas Fir surfaced <br />four sides. <br />12' Max. <br />Evenly Spaced <br />Reflective Sign -Calif. Hwy. <br />Code W31, 30" Size <br />Center on Barricade. <br />N <br />6" x6" dense <br />structural grade <br />Redwood, treated <br />Hemlock or treated <br />Douglas Fir surfaced <br />four sides. <br />TYPE 99A99 <br />CENTER REFLECTOR <br />FOR TYPE "A" BARRICADE <br />NOTES: <br />1. Barricades to be as wide as street R/W <br />2. Barricades to be painted white using 2 <br />coats of "Exterior Alkyd Resin Hi -Gloss <br />Enamel" over a compatible primer. <br />No. Revised By <br />1 Feb. 1996 PD <br />9 <br />Sign -Calif <br />Hwy Code W31 <br />(30" x 30") <br />Sign -Calif Hwy <br />Code Type NR <br />(24" x 24") <br />4" x4" Redwood <br />or pressure treated <br />Douglas Fir post <br />V or 2" L D. galy. <br />pipe <br />TYPE99B99 <br />Cul -de -Sac only <br />Approved by <br />BARRICADES FOR <br />TERMINATING STREETS <br />Drawn by JLD <br />Checked by COUNTY OF SAN JOAQUIN I Dote JUNE 1997 <br />Scale NONE DEPARTMENT OF PUBLIC WORKS Drowing No. R-24 <br />