|
Reflector Sign -California Highway
<br />Cde type NR (24" x 24') NOTES: n - State of Calif. Hwy.
<br />m Sin - State (f Calif. Hwy See Note 7 1. One street sin Is re required ( )
<br />3/8" galvanized 2' 9 q Code SW -42 30"x30") Code W-57 24"x48"
<br />bolts & woshere at end + - N w at each ester. wren. i -..i \
<br />I 2' TYP. 2. Block numbers are to be acquired
<br />_ _ - - from the San Joaquin County
<br />• - , MAIN ST Commun'ty Deve opement Department it 1 ; 1
<br />- -� e a _ 100 E 3. See improvement pions for SIGNS
<br />location of traffic control devices. e
<br />a 4. The length of the street sign '; 1 Signs shall be posted on 2" I.D. galy.
<br />_ g g
<br />_ i _ '•' io 1/2" R (typ) N M varies tlue to the length of . pipe in urban areas and either pipe or
<br />the street name. 4"x4" posts in rural areas. .S
<br />Reflectors symmetrically r '^ 5. Sae Standard Drawing No. R-23 for o 2. Stop sign sizes shall be 30" for
<br />placed 12' f O.C. proposed sidewalk sign locations. n urban areas and 36" for rural areas. `
<br />TYPICAL STREET SIGN 8. Stop signs shall be 30" for urban 3. Sin - State of Calif. Hwy.Code e
<br />areas and for internal subdivision SW -43 shall be posted at curves
<br />2"x8" select r 6"x 6" dense ;i
<br />grade structural grade streets; 38 for rural areas and when needed.
<br />Douglas Fir surfaced Redwood, treated `a for streets which intersect County
<br />four sides. Min IDA insisted roadwa also to be receded
<br />Hemlock it treated it w Sw-42 Man Ya• d by
<br />a prop 36" stop ahead sign with
<br />Douglas Fir surfaced f N
<br />12' Max, four sides. \ ,ee Note 7 appropriate pavement markings. Sign -State of Calif
<br />Evenly Spaced "A"
<br />„ 33} ST 7. Use the following for terminal streets iv ; Hwy. Code type N -Y y
<br />24 x24" (reflective
<br />TYPE A MAI E less than 300 feet in length: ; yellow background)
<br />T INTERSECTION SIGN
<br />Reflective Sign -Calif. Hwy.&act' w 9P
<br />Code W31, 30" Size r•fP• eotl'a011d (Post across from intersection) / • \
<br />Center on aEN
<br />7 dear to a R �i • it
<br />edge o/ TO E rT ;
<br />$ Pavement , NOT A
<br />E NI D NiA.W'-J n w THROUGH
<br />Sign -Calif Jtl aiemced .�.ISTREET9 Hwy Cde W31 cYOdr swell, " "LANE REDUCTION
<br />• Edge of pavement Sign - State of Calif.
<br />°1 30"x307 or back of dike Hwy. Code (24%2d� SIGNING
<br />- •3'-6" (4'-6•) 6' rural Stop
<br />; or as required b the
<br />7' urban p and .street Public Works Dept.
<br />to edge of pavement ; sign location c 1. Center the lane reduction sign
<br />behind Type A barricade
<br />Sign -Calif H _
<br />(barric
<br />ade to a
<br />-Y x T sec^n Pafwm sus skew with TpeN-Y issCENTER REFLECTOR Code Type Nw
<br />attached).
<br />• • iudrq w/PaMMw l S fM
<br />ar r. • (24" x 21") ; F .o ; Vel-M,l: gen abrul spl.m 2. Place Class 1 flexible post
<br />FOR TYPE A BARRICADE z dear 6�M- •� �d�• 10: 1t to (Cpl preceding A7he at a
<br />--_-- _ -- - - 2" x x' Sawn Pwfomlyd • ; 1-aea-DE-a]J4) 10 1 taper Precetling the
<br />::2'TwnP^«uca�- a «Telna•mwwo-aN' m • m w STOP AND STREET SIGN mP.> e A barricade minimum of
<br />ip T ni- sign
<br />ibucgr en Per Unl-Mal: sign SUW^n %shun Type
<br />NOTES °"Ma.'aa wPd�Mm ) LOCATION DETAIL Pr 5velineat tons
<br />• (wWwn MpMey Prcilluos Hbn•ey PraMials 1-0.b-1T3-a}N \
<br />1-M-sn-e ) • In URBAN Locations 3. Pavement Ione reduction arrows1. Barricades to be as wide as street R/W S-6" or more to face of post 4. W 11, transition sign.
<br />2. Barricades to be painted white using 2 „ „ TYPICAL STOP AND STREET In RURAL Locations
<br />coats of "Exterior A)kyd Resin Hi -Gloss TYPE B SIGN INSTALLATION 4'-6" or more to rate or
<br />Enamel" over o compatible primer. pool
<br />Cul -de -Sac only TYPICAL SIGN
<br />BARRICADES FOR "� STANDARD STREET w
<br />TERMINATING STREETS m SIGN DETAILS "'"® TRAFFIC SIGNS
<br />w... w x." JLD o� w JLD
<br />°i••'w
<br />COUNTY OF SAN JOAOUIN ww JUNE 1997 w.wrw w�.w JLD
<br />NONE a •w• ms's a•.•w ee R-24 COUNTY OF SAN JOAQUIN aA. JUNE 1997 _ r unur COUNTY OF SMI JOAQUIN °'• JUNE 1997
<br />NONE °OM1"'w" ^w•' `e`f oe.te w R -a5 .� oau,wn w rue rsa ., ,...
<br />THRUST BLOCK AREA IS BASED ON THE SIZE OF
<br />THE BRANCH LINE.
<br />V1MIN. 1' MIN A
<br />TYPICAL THRUST BI OC K TYPICAL THRUST BLOCK TYPICAL THRUST 8 OC
<br />BEND TEE OUTLET DEAD END
<br />45• MAX.
<br />(TYP. FOR ALL
<br />ANGLES)
<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 />THRUST_ BLOCK AREA REQUIR D
<br />NOTES:
<br />FITTINGSALLOWABLE
<br />soli
<br />BEARING -
<br />6 LINE ORSMALLERA'
<br />Expansion o
<br />B'
<br />22 1/2'
<br />8
<br />6
<br />45'
<br />2'-0-
<br />2 -0-
<br />9V
<br />3'-0"
<br />2 -6"
<br />TEE OUTLET2'-6"
<br />Expansion -
<br />2-0
<br />DEAD
<br />-6
<br />2 -0
<br />_END _
<br />6 LINE
<br />_2
<br />_
<br />22 1/7
<br />LI of utter -
<br />P 9
<br />-
<br />2-
<br />method No. California 216 or 231.
<br />2
<br />-0
<br />3-0
<br />ILL UUILLI
<br />-0-
<br />2. All existing Pavement shall be neally cut to Tins prior to french excavation.
<br />DEAD END
<br />4-0_
<br />_
<br />0 LINE
<br />4 RIBS O 90' SPACING
<br />V -0-
<br />4b-
<br />24"
<br />BLVD. AND MOREING ROAD.
<br />EL.= -0.07.
<br />JOB NO.
<br />0245
<br />a 3 year bond.
<br />TEE OUTLET
<br />-4-0-
<br />AS BUILT BY:
<br />DEAD END
<br />3'-6"
<br />12 LINE
<br />sun nu mu
<br />22 11T
<br />1 3-0
<br />3-0
<br />45
<br />4-0 1
<br />4-0
<br />7-0 1
<br />4 -0
<br />TEE OUTLET
<br />1 5-0-
<br />4--0-'
<br />DEAD END
<br />15 -0
<br />4- -0
<br />4. CONCRETE SHALL BE CLASS B.
<br />TYWIDE IMPROVEMENT STAN[
<br />COUNTY OF SAN JOAQUIN
<br />THRUST BLOCK CHART
<br />NO.
<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 />SURVEY MONUMENT I ..a . .
<br />FRAME & COVER IMPROVEMENT
<br />STANDARD NO. GW -AL1
<br />ADJUST BOX TO GRADE
<br />PER COUNTYWIDE STANDARDS
<br />FINISHED GRADE
<br />9" 5' MAX
<br />rw 1?" I • IT. ALSO SEE NOTE M
<br />El
<br />NOTES:
<br />1. VALVE BOX AND LID SHALL BE CHRISTY N0, G5 OR AS APPROVED BY THE AGENCY.
<br />2. ALL UDS SHALL HAVE MACHINED SEATING SURFACES.
<br />M VALVE BOX RISERS SHALL BE AS MANUFACTURED FOR THE VALVE BOX SUPPLIED.
<br />VALVE BOX RISER TO BE ONE CONTINUOUS PIECE AND CENTERED ON VALVE.
<br />SHOULD BE RISER OR 8" 0, CLASS 100 PVC.
<br />SEE NOTE 5.
<br />4. FOR BLOWOFF INSTALLATION, REFER TO DRAWING NO. CW -W6.
<br />5. ALTERNATIVE VALVE BOX AND RISERS MAY BE USED WHERE APPROVED BY THE AGENCY,
<br />6. CONCRETE COLLAR NOT REQUIRED WHEN VALVE BOX IS LOCATED IN CONCRETE
<br />SIDEWALK AREA.
<br />M VALVE STEM EXTENSIONS MAY BE USED TO COMPLY WITH 5' MAX, DISTANCE FROM
<br />GRADE TO NUT.
<br />8. TRACE WIRE MAY BE USED WHERE APPROVED BY AGENCY.
<br />VALVE BOX DETAILS IMPROVEMENT
<br />STANDARD N0. CW -W5
<br />E
<br />30• min.
<br />NOTES:
<br />m
<br />FRAME & COVER. ADJUST TO GRADE
<br />1 All street lighting and
<br />appurtenances shall conform
<br />Top of curb
<br />Expansion o
<br />to P C &E. Standards and
<br />Joint
<br />__
<br />N
<br />Specifications.
<br />Flowline of
<br />�
<br />INSTALL GRADE RINGS AS REQUIRED
<br />2. Street light locations at
<br />gutter
<br />E
<br />intersections shall be approved
<br />Expansion -
<br />NTY
<br />5 Jn `aurin DATE
<br />PxCCIM Lf P191L gai
<br />by S.J.Co. Department of
<br />Public Works.
<br />joint
<br />SCALE: N.T.S.
<br />3. Street lights shall be energized
<br />SHEET
<br />a,
<br />-
<br />prior to County acceptance of
<br />the improvements Advance
<br />LI of utter -
<br />P 9
<br />30• min.
<br />arrangements shall be made Calchbosin assembly to be set PRECAST REINFORCED CONCENTRIC
<br />2 with P.G.&E. to install the 1" below flow line of gutter •i CONCRETE CONE®
<br />c street lights. PLAN it
<br />E
<br />R/W i Sidewalk 9" o
<br />4" throat
<br />�2" Min. opening i•�24"�
<br />Y _ 5 5" ALL JOINTS SHALL BE SET
<br />q' ON FULL MORTARED BED AND
<br />MIN. 10' P.U.E. _ n BANDED WITH MORTAR ON
<br />�. 1/2 • d'o•' - yl BOTH INTERIOR AND EXTERIOR
<br />o boll `,.,. z • 48" SURFACES
<br />Y O
<br />Boss to hold _
<br />;E of orate in plate - 'E E GRATE ` n , s"
<br />:URB HAND FINISH SLOPES
<br />24" die. tont. 12 dic.w
<br />LOCAND pipe (see note
<br />L L RESIDENTIAL ATOR RESIDE
<br />MIM no. 5) min S� 01 min. 25 1/2" oZ
<br />12
<br />..':6"
<br />R W �_� R W ..,-::...... Boss N m 6
<br />/ 3^ 33'
<br />5'-10"
<br />� SECTION NOTES: UNDISTURBED EARTH
<br />6 Y O o - � FOR PIPES 33" DIAMETER AND SMALLER.
<br />NOTES:
<br />ap ECCENTRIC REINFORCED CONCRETE CONE MAV BE USED ON APPROVAL OF AGENCY
<br />1. All ex osed steel shall be dipped with PLAN OF FRAME PRECAST REINFORCED CONCRETE MAINTENANCE HOLE UNIT SHALL CONFORM
<br />LLo w 2 coaQa of coal lar pitch heated to a
<br />minimum of 180' or galvanized. TO A.S.T.M. C-478
<br />2' 48" Y 4' 6' 2. Grate, frame and side inlet shall con/arm to CONSTRUCT FLEXIBLE PIPE JOINT AT 2 FEET MAXIMUM FROM BASE
<br />South Bay Foundry A-645 frame with either A-390 OF MAINTENANCE HOLE FOR RIGID PIPE. (EXCEPT CAST -IN-PLACE).
<br />MIN. MIN. MIN. rivitetl or A -}g0 -M fabricotd steel grate.
<br />3. Grate shot �5
<br />be chained to frame. INTERIOR COATING WHERE REQUIRED BY AGENCY.
<br />l
<br />4. Grate shall be depressed 1" below gutter
<br />LOCAL COMMERCIAL AND RURAL ROADS profile grade. 16] RUBBER RING WATERSTOP OR ADAPTER REQUIRED FOR
<br />INDUSTRIAL 5. 24" pipe barrel shall be class II R.C.P., or PVC PIPE INSTALLATIONS.
<br />class 2 or 3 non -reinforced concrete pipe. :71 FOR UNPAVED AREAS LEAVE MAINTENANCE HOLE ABOVE GROUND AS REQUIRED BV AGENCY
<br />• RLvrslok DATE COUNTYWIDE IMPROVEMENTA STANDARDS RDVED Iry
<br />« n STREET LIGHTING w, w w TYPE 1 COUNTY OF SAN JOAQUIN
<br />POLES AND SYMBOLS a..� w JLD CURB INLET CATCHBASIN TYPE I 9W JOAQUIN COUNTY alJLD venae a riac wusxs
<br />+ COUNTY OF SAN JOAQUIN m JUNE 1997 wrrw COUNTY OF SAN JOAQUIN oW SEPT. 1991 IMPROVEMENT
<br />NONE wiluni R _ NONE ,_,,.. D _ 13 MAINTENANCE HOLE STANDARD NO. CW -S7
<br />Backfill with materials equal to or i 1�4" SQUARE PATTERN
<br />better than the existing pavement "SANITARY" OR 7/8 HIGH
<br />2•_0^ and base in quality. New pavement "STORM" AS
<br />shall be 1" thicker than existing APPROPRIATE 1 1/2" 0 - 3 HOLES
<br />1 1/2" pavement, um of 0.25 feet. (1 1/2" LETTERS) EQUALLY SPACED
<br />New base shall be 1" thicker than
<br />existing base, minimum of 0.5 feet.
<br />2-
<br />1 1/2"
<br />A. ro Existing O W T 4 a e
<br />" . 6" Min. 6" Pavement PRY (HOLE• ® Q "10 p 0Q1��
<br />•I 4 I _ I'- 6" 6" Min.
<br />(TYPJTT ~ (TYPO 000
<br />0 00O� O EI El O
<br />3.i0. ♦Compact in 12" m x w a
<br />layers to a min. relpilw / 3' 0" L3 0 0 D
<br />compaMIon of 9a^• O O C,
<br />under pavement d
<br />i '90R outade paaemsnt. \ / Variable OQO� ❑ O
<br />PICK HOLE
<br />Variable Compact in 24" max.
<br />VERTICAL o° Icocompaectionmof 855%.iYe OD+12"
<br />CURB & GUTTER O.D./2 STEEL BAR ® 1/2 1" ONMETER
<br />to a mi im m la an -I2T, 17/32"f 1 •• yE T HOLE
<br />compaction of At
<br />7•_A^ uiu nP se cunww nu of euc 10" Min. O.D. 10" Min. 10" Min. 0.0. 10" in.
<br />SCORE MARK IF MONOLITHIC
<br />'E 1/4' PER FOOT-_
<br />1 1/2
<br />4
<br />a 4 •
<br />6" 1 1/2" x 3 1/2" KEY,
<br />UNLESS POURED MONOLITHIC
<br />VERTICAL CURB,
<br />MAINTENANCE HOLE
<br />m
<br />FRAME & COVER. ADJUST TO GRADE
<br />_T..
<br />PER COUNTYWIDE STANDARDS
<br />Expansion o
<br />PAVEMENT
<br />Joint
<br />DATE
<br />N
<br />yPPRwTa In
<br />INSTALL GRADE RINGS AS REQUIRED
<br />DETAIL SHEET
<br />FOR GRADE (GROUT IN PLACE)
<br />OCTOBER, 2003
<br />12" MAXIMUM.
<br />arrangements shall be made Calchbosin assembly to be set PRECAST REINFORCED CONCENTRIC
<br />2 with P.G.&E. to install the 1" below flow line of gutter •i CONCRETE CONE®
<br />c street lights. PLAN it
<br />E
<br />R/W i Sidewalk 9" o
<br />4" throat
<br />�2" Min. opening i•�24"�
<br />Y _ 5 5" ALL JOINTS SHALL BE SET
<br />q' ON FULL MORTARED BED AND
<br />MIN. 10' P.U.E. _ n BANDED WITH MORTAR ON
<br />�. 1/2 • d'o•' - yl BOTH INTERIOR AND EXTERIOR
<br />o boll `,.,. z • 48" SURFACES
<br />Y O
<br />Boss to hold _
<br />;E of orate in plate - 'E E GRATE ` n , s"
<br />:URB HAND FINISH SLOPES
<br />24" die. tont. 12 dic.w
<br />LOCAND pipe (see note
<br />L L RESIDENTIAL ATOR RESIDE
<br />MIM no. 5) min S� 01 min. 25 1/2" oZ
<br />12
<br />..':6"
<br />R W �_� R W ..,-::...... Boss N m 6
<br />/ 3^ 33'
<br />5'-10"
<br />� SECTION NOTES: UNDISTURBED EARTH
<br />6 Y O o - � FOR PIPES 33" DIAMETER AND SMALLER.
<br />NOTES:
<br />ap ECCENTRIC REINFORCED CONCRETE CONE MAV BE USED ON APPROVAL OF AGENCY
<br />1. All ex osed steel shall be dipped with PLAN OF FRAME PRECAST REINFORCED CONCRETE MAINTENANCE HOLE UNIT SHALL CONFORM
<br />LLo w 2 coaQa of coal lar pitch heated to a
<br />minimum of 180' or galvanized. TO A.S.T.M. C-478
<br />2' 48" Y 4' 6' 2. Grate, frame and side inlet shall con/arm to CONSTRUCT FLEXIBLE PIPE JOINT AT 2 FEET MAXIMUM FROM BASE
<br />South Bay Foundry A-645 frame with either A-390 OF MAINTENANCE HOLE FOR RIGID PIPE. (EXCEPT CAST -IN-PLACE).
<br />MIN. MIN. MIN. rivitetl or A -}g0 -M fabricotd steel grate.
<br />3. Grate shot �5
<br />be chained to frame. INTERIOR COATING WHERE REQUIRED BY AGENCY.
<br />l
<br />4. Grate shall be depressed 1" below gutter
<br />LOCAL COMMERCIAL AND RURAL ROADS profile grade. 16] RUBBER RING WATERSTOP OR ADAPTER REQUIRED FOR
<br />INDUSTRIAL 5. 24" pipe barrel shall be class II R.C.P., or PVC PIPE INSTALLATIONS.
<br />class 2 or 3 non -reinforced concrete pipe. :71 FOR UNPAVED AREAS LEAVE MAINTENANCE HOLE ABOVE GROUND AS REQUIRED BV AGENCY
<br />• RLvrslok DATE COUNTYWIDE IMPROVEMENTA STANDARDS RDVED Iry
<br />« n STREET LIGHTING w, w w TYPE 1 COUNTY OF SAN JOAQUIN
<br />POLES AND SYMBOLS a..� w JLD CURB INLET CATCHBASIN TYPE I 9W JOAQUIN COUNTY alJLD venae a riac wusxs
<br />+ COUNTY OF SAN JOAQUIN m JUNE 1997 wrrw COUNTY OF SAN JOAQUIN oW SEPT. 1991 IMPROVEMENT
<br />NONE wiluni R _ NONE ,_,,.. D _ 13 MAINTENANCE HOLE STANDARD NO. CW -S7
<br />Backfill with materials equal to or i 1�4" SQUARE PATTERN
<br />better than the existing pavement "SANITARY" OR 7/8 HIGH
<br />2•_0^ and base in quality. New pavement "STORM" AS
<br />shall be 1" thicker than existing APPROPRIATE 1 1/2" 0 - 3 HOLES
<br />1 1/2" pavement, um of 0.25 feet. (1 1/2" LETTERS) EQUALLY SPACED
<br />New base shall be 1" thicker than
<br />existing base, minimum of 0.5 feet.
<br />2-
<br />1 1/2"
<br />A. ro Existing O W T 4 a e
<br />" . 6" Min. 6" Pavement PRY (HOLE• ® Q "10 p 0Q1��
<br />•I 4 I _ I'- 6" 6" Min.
<br />(TYPJTT ~ (TYPO 000
<br />0 00O� O EI El O
<br />3.i0. ♦Compact in 12" m x w a
<br />layers to a min. relpilw / 3' 0" L3 0 0 D
<br />compaMIon of 9a^• O O C,
<br />under pavement d
<br />i '90R outade paaemsnt. \ / Variable OQO� ❑ O
<br />PICK HOLE
<br />Variable Compact in 24" max.
<br />VERTICAL o° Icocompaectionmof 855%.iYe OD+12"
<br />CURB & GUTTER O.D./2 STEEL BAR ® 1/2 1" ONMETER
<br />to a mi im m la an -I2T, 17/32"f 1 •• yE T HOLE
<br />compaction of At
<br />7•_A^ uiu nP se cunww nu of euc 10" Min. O.D. 10" Min. 10" Min. 0.0. 10" in.
<br />SCORE MARK IF MONOLITHIC
<br />'E 1/4' PER FOOT-_
<br />1 1/2
<br />4
<br />a 4 •
<br />6" 1 1/2" x 3 1/2" KEY,
<br />UNLESS POURED MONOLITHIC
<br />VERTICAL CURB,
<br />DI110N & MURPHY
<br />GUTTER & SIDEWALK
<br />30'--I 1-5-1/2
<br />T
<br />Q 5/8" x 24• LONG STEEL DOWELS, GREASED AND WRAPPED
<br />+ 20" Min. + 20• Min.
<br />ONE S1DE THROUGH ALL EXPANSION AND COLD JOINTS.
<br />- I-} 3/8^L2 1/8" PLAN SECTION C -C
<br />vi>x
<br />DATE
<br />COUNTY WIDE IMPROVEMENT STANDARDS
<br />COUNTY OF SAN JOAQUIN
<br />yPPRwTa In
<br />NOTES:
<br />DETAIL SHEET
<br />1 2" MACHINED
<br />f 1 1/4" SEATING SURFACES
<br />OCTOBER, 2003
<br />1. Relative compaction of materials shall be tested In aeaordanes with
<br />VERTICAL CURB
<br />GUTTER & SIDEWALK
<br />NTY
<br />5 Jn `aurin DATE
<br />PxCCIM Lf P191L gai
<br />DESCRIPTION
<br />STANDARDPROM S NT to. CW -C7
<br />SCALE: N.T.S.
<br />O.D. O.D.
<br />DI110N & MURPHY
<br />30'--I 1-5-1/2
<br />T
<br />+ 20" Min. + 20• Min.
<br />- I-} 3/8^L2 1/8" PLAN SECTION C -C
<br />IMPROVEMENT PLANS FOR TRACT NO. 3327
<br />RIGID CONDUIT FLEXIBLE CONDUIT
<br />SECTION B -B 47"
<br />25 5/8-
<br />8"25
<br />25
<br />NOTES:
<br />DETAIL SHEET
<br />1 2" MACHINED
<br />f 1 1/4" SEATING SURFACES
<br />OCTOBER, 2003
<br />1. Relative compaction of materials shall be tested In aeaordanes with
<br />SAN JOAQUIN COUNTY
<br />I
<br />(1
<br />DESCRIPTION
<br />DATE
<br />SCALE: N.T.S.
<br />the Slate of California. Dept. of Transportation Testing Manuals, test
<br />SHEET
<br />Y
<br />'�
<br />DRAWN BY: SM
<br />method No. California 216 or 231.
<br />1 1/4"
<br />2. All existing Pavement shall be neally cut to Tins prior to french excavation.
<br />DESIGNED BY: BG
<br />1.
<br />OF 7 SHEETS
<br />21 1/2"
<br />4 RIBS O 90' SPACING
<br />3. Jelling or ponding will be pemnlMetl within the street Right of Way with
<br />24"
<br />BLVD. AND MOREING ROAD.
<br />EL.= -0.07.
<br />JOB NO.
<br />0245
<br />a 3 year bond.
<br />AS BUILT BY:
<br />4. When shown by "it composition and compactablllty, ninety percent (9011)
<br />NOTES: SECTION A -A
<br />sun nu mu
<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 />1 FRAME AND COVER SHALL BE MANUFACTURED OF CAST IRON
<br />O
<br />specialshall pranksters.
<br />CONFORMING ASTM A -18 -CLASS 30
<br />6. Shoulders shall be as shown in the special
<br />the plans or Bless
<br />2. FRAME AND COVER SHALL BE HS20-44 RATED.
<br />l t
<br />provisions but in no cape shall the shoulder be less Man three feel wide
<br />than
<br />3. FRAME SHALL WEIGH 140 LBS. MINIMUM;
<br />as measured from the edge of pavement.
<br />COVER SHALL WEIGH 130 LBS. MINIMUM.
<br />4. FRAME AND COVER SHALL BE COATED WITH BITUMINOUS MATERIAL
<br />CONFORMING TO A.W.W.A. (3203.
<br />5. COUNTRY OF ORIGIN
<br />AND MANUFACTURER SHALL BE CAST INTO
<br />FRAME AND COVER.
<br />Awnwie w
<br />REVSKIN
<br />I DATE
<br />COUNTYWIDE IMPROVEMENTSTANDARDS
<br />°PPeo ev
<br />�
<br />e 19°° PO
<br />TYPICAL TRENCH BACKFILL
<br />COUNTY OF SAN JOAOUIN
<br />MAINTENANCE HOLE
<br />' DATE
<br />tea.` max:,
<br />�.w JLD
<br />+rr
<br />COUNTY OF SAN JOAQUIN
<br />ow. JUNE 1997
<br />FRAME AND COVER
<br />IMPROVEMENT CW -M3
<br />NONE
<br />a-'-i'e--
<br />wow„„, R_29
<br />STANDARD N0.
<br />DI110N & MURPHY
<br />CONSULTING CIVIL ENGINEERS
<br />ENGINEERING • PLANNING • SURVEYING
<br />1820 W. KETTLV AN LANE, SUITE E, LODI, C41JFDRN14 95242 (209) 334-5613
<br />IMPROVEMENT PLANS FOR TRACT NO. 3327
<br />MOREING COVE
<br />DETAIL SHEET
<br />OCTOBER, 2003
<br />SAN JOAQUIN COUNTY
<br />REV. NO.
<br />DESCRIPTION
<br />DATE
<br />SCALE: N.T.S.
<br />BENCH MARK:
<br />DESCRIPTION; CHISELED SQUARE
<br />SHEET
<br />DRAWN BY: SM
<br />6
<br />DESIGNED BY: BG
<br />ON THE TOP OF CURB AT THE
<br />INTERSECTION OF COUNTRY CLUB
<br />OF 7 SHEETS
<br />CHECKED BY; BG
<br />BLVD. AND MOREING ROAD.
<br />EL.= -0.07.
<br />JOB NO.
<br />0245
<br />AS BUILT BY:
<br />sun nu mu
<br />
|