|
MAINTENANCE HOLE
<br />1 • MIN.
<br />TYPICAL THRUST RI OCKTYPICAL
<br />TEE OUTLET
<br />THRUST RI OCv
<br />DEAD END
<br />Q
<br />z
<br />5'-6'
<br />FRAME & COVER. ADJUST TO GRADE
<br />PER COUNTYWIDE STANDARDS
<br />U
<br />P L.
<br />v
<br />HYDRANT
<br />z
<br />z
<br />PAVEMENT
<br />ADJUST BOX TE GRADE
<br />®�I
<br />Q
<br />c�
<br />30• min.
<br />PER COUNTYWIDE STANDARDS
<br />I2-
<br />OLL
<br />PUMPER OUTLET FACING STREET
<br />Top of curb = o+1
<br />,a
<br />`��
<br />G
<br />" INSTALL GRADE RINGS AS REQUIRED
<br />FOR GRADE (GROUT IN PLACE)
<br />/ TYP.
<br />i
<br />MIN.
<br />12" MAX. I
<br />•
<br />0 LC Ll�
<br />MIN_
<br />18" MIN. 4" MAX
<br />z0" MAX.
<br />Flowline of /FTE.2"
<br />gutter �"f xPonalon o
<br />'S' stomped in to of
<br />curb t t identity rower
<br />12" MAXIMUM.
<br />FINISHED GRADE
<br />m COU
<br />0 0 o ANGLE
<br />STANDARD
<br />�-- 8 VALVE BOX
<br />Expansionnt
<br />joint ,
<br />iv
<br />service
<br />24` IN. I•
<br />o METE BY OVINEE
<br />NMR
<br />�
<br />1' min 2' max
<br />fO PRECAST REINFORCED CONCENTRIC
<br />��
<br />-
<br />cN CONCRETE CONE ®
<br />^ •
<br />_ ' • • '' ' '
<br />7-1/2 g 9
<br />2•
<br />�
<br />• _
<br />Lip of putter
<br />NORM r
<br />o •.
<br />12 ' ; ''• .
<br />ALSO SEE NOTE M
<br />"
<br />30" MIN. - ©
<br />Q
<br />4"CLEARANCE HYDRANT T.
<br />MECHANICAL JOINT
<br />Cotchbosin assembly to be set
<br />!" below flow line of gutter
<br />Tem ra wood take
<br />O'
<br />2x2 larger
<br />SERVICE
<br />®
<br />PLAN
<br />or
<br />S
<br />C) -. -5"
<br />SADDLE
<br />90'
<br />45' 111 Tee
<br />f -
<br />cwm n on
<br />iE' $ ALL JOINTS SHALL BE SET
<br />Q ON FULL MORTARED BED AND
<br />1043/8"
<br />,
<br />®•• '
<br />Sidewalk 9" 4" throat
<br />,
<br />r2 Mm
<br />Servicellot�rol
<br />in .• BANDED WITH MORTAR ON
<br />BOTH INTERIOR AND EXTERIOR
<br />®
<br />BLOCK
<br />opening
<br />24"
<br />f
<br />A"
<br />2.THRUST
<br />©
<br />,
<br />©
<br />m
<br />.
<br />1/SURFACES. Approved stopper
<br />stop*
<br />j'1
<br />-�
<br />1/2 "die••,•
<br />"'
<br />Mtn.
<br />Wy. 4' min 5' max
<br />I-6"
<br />A
<br />HAND FINISH SLOPES
<br />CORPORATION STOP
<br />CONCRETE BLOCK - THRUST
<br />bolt
<br />n
<br />Mainr Undisturbed earth
<br />S'•
<br />I
<br />WATER MAIN
<br />GATE VALVE BLOCK
<br />SECTION
<br />Boss to hold o
<br />in
<br />grate place E E
<br />GRATE
<br />1/2' crushed rock
<br />•• w"'"
<br />24" dio. cone. 12" dio. iv'v
<br />pipe (see note
<br />�05vo
<br />NOTES
<br />NOTES:
<br />min.
<br />no. 5) Sw .01 min.
<br />M'n
<br />6
<br />1" VIE MIN. LINE EACH LOT.
<br />SERVICE TO
<br />'.'a'c':`.'s
<br />' ... 6„
<br />1/8 bend 'cb
<br />NOTES:
<br />1. VALVE BOX AND LID SHALL BE CHRISTY NO. G5 OR AS APPROVED BY THE AGENCY.
<br />PIPE E
<br />P. CONTINUOUS (NO JOINTS) BETWEEN OWN AND ANGLE METER STOP.
<br />9Q COMP. x COMP. ELL., 'JAMES JONES J-2610 W/J-2806
<br />;y.y .yl.::`2". ".}..
<br />UNDISTURBED EARTH
<br />2. ALL LIDS SHALL HAVE MACHINED SEATING SURFACES.
<br />INSERTS MAY BE USED WHERE APPROVED BY AGENCY.
<br />NOTES:
<br />Boss
<br />Wye rh
<br />1. FOR PIPES 33" DIAMETER AND SMALLER.
<br />VALVE BOX RISERS SHALL BE MANUFACTURED FOR THE VALVE BOX SUPPLIED.
<br />30 METERS SHALL BE AS SPECIFIED BY AGENCY. METERS FURNISHED AND
<br />3"
<br />33"
<br />Q ECCENTRIC REINFORCED CONCRETE CONE MAY BE USED ON APPROVAL OF AGENCY
<br />C
<br />VALVE BOX RISER TO BE ONE CONTINUOUS PIECE AND CENTERED ON VALVE.
<br />SHOULD BE RISER OR
<br />INSTALLED BY THE CONTRACTOR. AGENCIES MAY ELECT TO PROVIDE THE METER AS
<br />TO O
<br />PART OF THE CONNECTION FEE.
<br />1.
<br />HYDRANT MODEL TO BE APPROVED BY AGENCY,
<br />SECTION
<br />Flow
<br />© PRECAST REINFORCED CONCRETE MAINTENANCE HOLE UNIT SHALL CONFORM
<br />8" e, CLASS 100 PVC.
<br />SEE NOTE 5.
<br />© GATE VALVE IS REWIRED PRIOR TO ANY POINT OF CONNECTION.
<br />2.
<br />3.
<br />SEE STANDARDS FOR LOCATION OF HYDRANT,
<br />HYDRANTS SHALL BE CLEAN AND FREE OF CONCRETE.
<br />NOTES:
<br />TO C-478
<br />4. FOR BLOWOFF INSTALLATION, REFER TO DRAWING NO. CW -W8.
<br />5. THE LOCATION OF THE SERVICE SADDLE SHALL BE A MIN. OF 24" FROM ANOTHER
<br />4
<br />HYDRANTS SHALL BE PAINTED YELLOW, IN ACCORDANCE WITH AGENCY STANDARDS.
<br />WYE DETAIL PROFILE DETAIL
<br />CONSTRUCT
<br />Q CONSTRUCT FLEXIBLE PIPE JOINT AT 2 FEET MAXIMUM FROM BASE
<br />5. ALTERNATIVE VALVE BOX AND RISERS MAY BE USED WHERE APPROVED BY THE AGENCY.
<br />SERVICE SADDLE, BELL, SPIGOT, OR OTHER FITTING.
<br />© METER BOX MAY BE PLACED
<br />Ir�iJ
<br />6" DIA. PVC PIPE (AWWA C-900 WITH CIP EQUIVALENT O.D.)
<br />FIRE HYDRANT
<br />1. All exposed steel shall be dipped with
<br />2 PLAN
<br />OF FRAME
<br />OF MAINTENANCE HOLE FOR RIGID PIPE. (EXCEPT CASs -IN -PUCE).
<br />6. CONCRETE COLLAR NOT REQUIRED WHEN VALVE BOX 5 LOCATED IN CONCRETE
<br />ADJACENT TO PROPERTY OR EASEMENT LINE WITH
<br />PRIOR APPROVAL OF THE
<br />j¢J
<br />LATERALS GREATER THAN 100 LF. SHALL HAVE A GATE VALVE INSTALLED
<br />NEAR THE
<br />costa of coal for pitch heated to a
<br />minimum 180'
<br />© INTERIOR COATING WHERE REQUIRED BY AGENCY.
<br />SIDEWALK AREA.
<br />m VALVE STEM EXTENSIONS MAY BE USED TO COMPLY WITH 5'
<br />AGENCY.
<br />©METER BOX PER AGENCY STANDARDS. ALL BOXES LOCATED IN DRIVEWAY AREAS TO
<br />©
<br />FIRE HYDRANT AS APPROVED BY THE AGENCY.
<br />BREAK AWAY SPOOL WITH HOLLOW BREAK -OFF BOLTS WITH NUT ON BOTTOM AT
<br />of or galvanized.
<br />2. Grate, frame and olds inlet shall conform to
<br />NOTES:
<br />MAX. DISTANCE FROM
<br />GRADE TO NUT.
<br />HAVE TRAFFIC COVERS.
<br />CONNECTION TO HYDRANT.
<br />South Bay Foundry A-645 frame with either A-390
<br />6 RUBBER RING WATERSTOP OR ADAPTER REQUIRED FOR
<br />PVC PIPE INSTALLATIONS.
<br />8. TRACE WIRE MAY BE USED WHERE APPROVED BY AGENCY.
<br />B. APPURTENANCES PER AGENCY REQUIREMENTS
<br />®
<br />EXPANSION JOINT MATERIAL WHERE HYDRANT IS PLACED IN CONCRETE.
<br />rivited or A -390-M fabricated steel rate.
<br />3. Grote shall be chained to frame.
<br />1. NI services shall be 4" inside diameter or as shown on plan.
<br />2. Contractor shall use the most oppropriote type connection
<br />9. LOCATOR WIRE WHERE REQUIRED BY AGENCY
<br />4. Grote shall be depressed 1" below gutter
<br />(alternates on sht. 2) for the particular aItuation.
<br />ED LE
<br />7. FOR UNPAVED AREAS LEAVE MAINTENANCE HOLE ABOVE GROUND AS REQUIRED BY AGENCY
<br />profile grade.
<br />3. See standard plan for required cleanouts & boxes.
<br />5. 24" pipe barrel shall be class II R.C.P., or
<br />REVISION DATE COUNTYWIDE IMPROVEMENT STANDARDS APPROVED BY
<br />REVISION DATE COUNTYWIDE IMPROVEMENT STANDARDS
<br />close 2 or 3 non -reinforced concrete pipe.
<br />Sheet 1
<br />COUNTY OF SAN JOAQUIN
<br />COUNTY OF SAN JOAQUIN
<br />REVISION DATE COUNTYWIDE IMPROVEMENT STANDARDS APPROVED BY
<br />Rfl4SION
<br />DATE COUNTYWIDE IMPROVEMENT STANDARDS �•
<br />"' ANDD •
<br />r
<br />of 2
<br />TYPE I aA" °°'" casae a,TE
<br />oexxla a ruslx: sasses
<br />SMI JQPg1IN C011N71' DATE
<br />COUNTY OF SAN JOAQUIN
<br />COUNTY OF SAN JOAQUIN
<br />TYPE 1
<br />,. y
<br />SAN JOAOUIN COUNTY DATE
<br />FIRE HYDRANT swaarwn.seaws ""s+sr+e
<br />IMPROVEMENT
<br />MAINTENANCE
<br />wRlrae w 1Vek sown Ar[ len
<br />VALVE BOX DETAILS IMPROVEMENT
<br />SIN JOAaUeN oaeaY DATE
<br />WATER SERVICE aErcicearruucsaes +�••+�+
<br />CURB INLET CATCHBASIN
<br />SEWER SERVICE LATERAL
<br />HOLE CW -S7
<br />STANDARD N0.
<br />STANDARD NO.
<br />INSTALLATION IMPROVEMENT CW_W8
<br />ASSEMBLY IMPROVEMENT
<br />JLD
<br />cert COUNTY OF SAN JOAQUIN
<br />s+. SEPT. 1991
<br />e•.r JLD
<br />STANDARD
<br />STANDARD NO.
<br />CW -rote
<br />STANDARD N0.
<br />r NONE awrrwnroe sea.
<br />ewmrr COUNTY OF SAN JOAQUIN W SEPT. 1991
<br />D - 13
<br />r NONE ssa•ew w Muc sae m.q w
<br />4'
<br />�iy..�-Ory aaq
<br />-
<br />faro or
<br />wro
<br />Ire.. N•G e
<br />2L 1
<br />\t
<br />12
<br />12 mwb
<br />a•..a. i�
<br />Case D
<br />• ]'mn. rw 41/2- wx0
<br />4' min. rw e" M
<br />MYr
<br />HANDICAP RAMP
<br />mwrwr w roe mea
<br />Ro lector Sign-Colifomio Highway
<br />Code Type NR (24" x 24")
<br />3/8" galvanized �
<br />bolts & washer al end
<br />Reflectors symmetricallyyy� r
<br />placed 12' 3 O.C.
<br />Im
<br />�\
<br />6•x6" dense
<br />2"x8" select grade structural grade
<br />- Douglas Fir surfaced Redwood, treated
<br />four sides. Hemlock or treated
<br />Reflective Siggn-Colif. Hwy.
<br />Code W31, 30" Size
<br />Center on Barricade.
<br />Douglas Fir surfoce<
<br />Max. four sides.
<br />Spaced
<br />TYPE "A"
<br />7
<br />$ END
<br />$ Sign -Calif
<br />Hwy Code W31
<br />(30" x 30")
<br />CENTER REFLECTOR I LSign-calx Hwy
<br />Y Code Type NR
<br />FOR TYPE "A" BARRICADE (24 x 24")
<br />1I \ orxpresssu a treated
<br />NOTES: n Douglas Fir post
<br />or Z" 1. D. gals.
<br />1. Barricades to be as wide as street R/W L_ pipe
<br />2. Barricades to be pointed white using 2
<br />coats of Exterior Alkyd Resin Hi -Gloss TYPE "B"
<br />Enamel" over a compatible primer.
<br />ae••t 2 a 2 Cul -de -Sac only
<br />FW low A BAR RICADES FOR"
<br />TERMINATING STREETS
<br />m.. w JLO
<br />R - 10b I- NONE I °ro"""w" w nwm roses
<br />86 N
<br />2" Typ.
<br />MAIN ,DOSE
<br />1/2* R (typ) iv
<br />TYPICAL STREET SIGN
<br />MAIN 100SE
<br />2' clear to >r
<br />edge of T O I'
<br />pavement
<br />V
<br />•3'-8"
<br />6' rural
<br />7' urban
<br />D N
<br />2" I. D. J N
<br />�
<br />poly. pipe
<br />10"flatten pipe
<br />TYPICAL STOP AND STREET
<br />SIGN INSTALLATION
<br />NOTES:
<br />1. One street sign is required
<br />at each Intersection.
<br />2. Block numbers are to be acquired
<br />from the San Joaquin County
<br />Community Developemenl Department.
<br />3. See improvement plans for
<br />location of traffic control devices.
<br />4. The length of the street sign
<br />varies due to the length of
<br />the street name.
<br />5. See Standard Drawing No. R-23 for
<br />proposed sidewalk sign locations.
<br />6. 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 />Edge of pavement
<br />or back of dike
<br />Stop and street
<br />sign location
<br />1 2' clear
<br />STOP AND STREET SIGN
<br />LOCATION DETAIL
<br />• In URBAN Locations
<br />3'-6" or more to face of post
<br />In RURAL Locations
<br />4'-8" or more to face of post
<br />by
<br />lor, n STANDARD STREET
<br />JLD SIGN DETAILS
<br />r
<br />'r COUNTY OF SAN JOAOUIN JUP
<br />NONE wwwrlr s ewe •wrx owq N.
<br />elf e_ •s,.
<br />45' MAX.
<br />CrYP'ANGLLES) L
<br />-1' MIN. -I
<br />TYPICAL SECTION THRU
<br />THRUST BLOCK
<br />NOTES:
<br />1. ALL THRUST BLOCKS SHALL
<br />BE POURED AGAINST
<br />UNDISTURBED COI
<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 IS BASED ON THE SIZE OF
<br />THE BRANCH LINE.
<br />1' MIN,
<br />1 • MIN.
<br />TYPICAL THRUST RI OCKTYPICAL
<br />TEE OUTLET
<br />THRUST RI OCv
<br />DEAD END
<br />cl:nD.iia[.-a:�
<br />1 ar�:i ilm-id•�
<br />i
<br />L f
<br />Q
<br />z
<br />O
<br />O
<br />U
<br />_u
<br />v
<br />z
<br />z
<br />O
<br />c�
<br />>
<br />O
<br />OLL
<br />Z
<br />il4>t•IGitia����•M
<br />`��
<br />G
<br />V)
<br />�r]a301
<br />11 RIC Le�0
<br />0 LC Ll�
<br />'
<br />ECLI��
<br />NNW
<br />�17�4h1sa�s>•mac�omt
<br />�
<br />'
<br />mou
<br />�
<br />' it
<br />NORM r
<br />E�
<br />4. CONCRETE SHALL BE CUSS B.
<br />SION DATE COUNTYWIDE
<br />THRUST BLOCK CHART IMPROVEMENT CW
<br />STANDARD NO. -W4
<br />IIUIH AN SHOWN ON OPTIONAL
<br />(MAX -WIDTH 40') ON-SITE
<br />SIDEWALK
<br />14'-1 5/8' 10'-0" MAX.
<br />11'-0" SPACING EXPANSION JOINT,
<br />6' CURB IF CI -IT
<br />NO SIDEWALK CONONCRESTEE
<br />DRIVEWAY
<br />R S
<br />1 45' BEVEL w ;+ryoR51 45'BEVEL
<br />W
<br />o.
<br />XPANSION
<br />m
<br />I
<br />BACK OF WALK PLAN
<br />r -TOP OF CURB
<br />86-L
<br />NOTES: SECTION A -A
<br />1E 12" GROOVED BORDER.
<br />0 /4 BARS 18" O.C. EACH WAY. THE ENTIRE WIDTH OF DRIVEWAY AND RAMP.
<br />j] GUTTER PAN DIMENSIONS PER STANDARDS.
<br />© WIDTH GREATER THAN 40 FEET SUBJECT TO AGENCY APPROVAL.
<br />© Sw 1:12 MAX, 1:15 MIN
<br />FLOW LINE
<br />1 /2• 3/4" LIP
<br />45' BEVEL %
<br />ELEVATION
<br />CURB
<br />�L1R/.2
<br />"
<br />WN JOAQUIN COUNY DT
<br />ETYPE 1 ,a
<br />OMMERCIAL DRIVEWAY IMPROVEMENT AririCW-Ci1
<br />1/8 bend
<br />1/4/4 ben
<br />Place service line against
<br />undisturbed earth in keyway
<br />excavated in trench wall a
<br />minimum of service outside
<br />diameter.
<br />ALT. C
<br />ALT. A
<br />2X min. slope
<br />1 /8 band
<br />-Undisturbed earth (typ)
<br />�- ALT. B
<br />Use standard connection
<br />ALT. A CONNECTION
<br />ALT. C CONNECTION
<br />SEWER SERVICE LATER
<br />•I Writ S - 7B
<br />• 20' for intersection of 50' R/W and 60' R/W streets
<br />2'-6" 30' for intersection of 50' R/W or 60' R/W streets,
<br />2,-0" with 84' R/W and 110' R Backfill with materials equal to or r-� 5'-8'
<br />4' Wire mesh 5'-6" WIDTH AS SHOWN ON PLANS _
<br />/W orteHola better than the existing pavement s (MAX WIDTH 28')
<br />-I and base in New 2' _ SPACING
<br />5 1/2, 2 • quality. w p sling ment r- - i DRIVEWAY TRANSITION _
<br />avement, minimum Sf 0.25 fJlZn
<br />tI--e" -'wi j --e" I AS REQUIRED a
<br />-1 1/2" I shall los 1" thicker than
<br />_ New boss shall be 1 thiCURB
<br />- 2•
<br />1 1/2 Expansion Joint (typ.) 4�4
<br />Q; existing base, minimum oI I
<br />a 7o SECTION A -A >
<br />1j •, n 21/2• Existing1 1.12 b8' Min. 8„ Pavement Wire mesh I O {,Ms b w 1.
<br />'i reef name " (Typ.) ~ ~ (Typi I A r LINEREEI Compost In 12" m 3 0• layers to a min. 3' 0" -{ 1- 6" -i I- 6" I I 1 Ion of 95%-
<br />aC.ndoadtled°OWa. ovr;VorableSECTION B -B FACE of CURB
<br />VERTICAL Variable PLAN
<br />Stop sign 1/2" PATTERN LETTERS layerrs totanmin. rBACK OF WALK
<br />CURB & GUTTER location O•
<br />compaction of 85%. OD+12•
<br />Curb Radius ® (if requtrod) COVER 1/2-Xl FRAME 0 B �I A�1 FRONT VIEW TOP OF CURB
<br />See Note 1 / LIFT is , O.D,/2 OLES 27 m ct in S. Ive_ I I 1• 1
<br />7'-8" MIN. OR AS SHOWN ON PLANS MACHINED compo ton o 90![ O O
<br />R/W SEATING --I 1"I 10" Mtn. O.D. 10" Min. 10" Min. O.D. 10" Min. 1 _I
<br />rRAMP
<br />5'-0" MIN. OR AS SHOWN ON PLANS 2'-6" of walk SURFACES O.D. O.D. Construct cut -of W
<br />wall around the
<br />0 2 -D Expansion Joint (typ.) r + 20" Min. + 20" Min. entire perimeter I I 3/4" LIP
<br />4" SCORE MARK IF MONOLITHIC POURy -�- RIGID CONDUIT FLEXIBLE CONDUIT Toe Of ELEVATION
<br />1 SLOPE 1/4" PER FOOT -1 1/2' - 2 /4" I-- I � _ - - channel slope 2'-0' SIDEWALK WIDTH TRANSITION
<br />2 1 _L
<br />• 4 n • M . • .. io 1 1/2- 10' Face of Curb 1 1/2. /2.6• 1 4' - -
<br />I I.. Stop Bar Location RAMP
<br />6" 12' O.C. a . f (if required) DIAMETER ~ / NOTES: 8--� TOP VIEW A� z.
<br />TYP. % 4 • 1O 1. Relative compaction of materials shall be tested In accordance with 1--4'min. 3/4" LIP
<br />SECTION A -A the State of California, Dept. of Transportation Testing Manuals, lest IMRx� ipe
<br />6- with slope r-
<br />�• method No. California 216 or 231. oI io •. • 4
<br />Notes: NOTES: 2. All existing pavement shall be neatly cut to line prior to trench excavation.
<br />8' I 1. Curb radius shall be 30' for intersection of 50' R/W and 60' R/W streets 1. FRAME AND COVER SWILL BE MANUFACTURED OF CAST IRON 3. Jetting or ponding will be 3
<br />�- 1 1/2" x 3 1/2" KEY, and 40' for intersection of 50' R 9 P 9 permitted within the street Right o1 Way with L I
<br />1 /W or 60' R/W with 84' R/W or 110' R/W CONFORMING O ASTM LL BE CLASS 30. 0 3 year bond. Match channel side e
<br />UNLESS POURED MONOLITHIC arterials. y lope
<br />2. FRAME AND COVER SHALL BE HS20-44 RATED. 4. When shown by soil composition and compactabilHy, ninety percent (90%) 2 -
<br />VERTICAL
<br />/ Wire mesh () 1
<br />VERTICAL CURB, 2. Catch basins. sign posts, utility poles or other obstructions are not to be compaction may los used, when approved by int Oreator of Public otic*.
<br />GUTTER & SIDEWALK orates within the wheelchair path area. 3. FRAME SHALL WEIGH APPROX. 22 LBS. W - 8'-0" minimum SECTION A -A'
<br />COVER SWILL WEIGH APPROX. 7 LBS. 8. Special bedding requirements may M shown on the plans or specHled in Toe of channel / W - 2 x pipe dia. (3' to 6') NOTES:
<br />3. See Standard Drawing No. CW -7, R-10, 11, 25 for curb, gutter &sidewalk, special provisions. � 12" GROOVED BORDER.
<br />handicap romp and sign details. 4. FRAME AND COVER SHALL BE COATED WITH BITUMINOUS MATERIAL s. Shoulders shall be as shown on the plans or specified in the special S'� NOTE: 1, Use clan "B" carats or
<br />O1 5/8" x 24" LONG STEEL DOWELS, GREASED AND WRAPPED Q S-1:12 max., 1:15 min. CONFORMING TO A.W.WA, C203. provisions but in no case shall the shoulder be leas than three feet wide T grouted cobbles as specified. 0 /4 BARS 18' O.C. EACH WAY. THE ENTIRE WIDTH OF DRIVEWAY AND RAMP.
<br />ONE SIDE THROUGH ALL EXPANSION AND COLD JOINTS. 5. COUNTRY OF ORIGIN AND MANUFACTURER SHALL BE CAST INTO FRAME AND COVER. as measured from the edge of pavement. 2m i"' 2. BxextO
<br />6" SECTION (,-(', OxSyIthroughouto. wire
<br />h 3❑. GUTTER PAN DIMENSIONS PER STANDARDS.
<br />REVISION Q S� 1:12 MAX, 1:15 MIN
<br />DAME WIDE IMPROVEMENT STANDARDS APPROVED IN "' "'••� � " IeEVISION wTE COUNTYWIDE IMPROVEMENT STANDARDS APAaoyEO "" e.... " A,w.�w "` EROSION CONTROL REVISION DATE COUNTYWIDE IMPROVEMENT STANDARDS APPROVED IW
<br />COUNTY OF SAN JOAQUIN 1 E•s. 1eN ro COUNTY OF SAN JOAQUIN 1 res /ire ro 4rrww •r
<br />SAN JaAWIN couNrl DATE LOCAL CURB RETURN TYPICAL TRENCH BACKFILL
<br />VERTICAL CURB, °""'°'w""'a "°"" aAN Jaw�rN c«AaY a,1E COUNTY OF SAN JOAQUIN
<br />w..r JL SURVEY MONUMENT Eaarawrr.¢waro, ew•w JLp e•wr JLD PIPE DISCHARGE TYPE 2SAN ''°w""=ems:
<br />IMPROVEMENT CW -C7 o•rr COUNTY OF SAN JOAQUIN os• JUNE 1997 IMPROVEMENT errwr
<br />GUTTER & SIDEWALK STANDARD No. COUNTY OF SAN JOAQUIN .. JUNE 1997•. COUNTY OF SAN JOAQUIN JUNE 1997 COMMERCIAL DRIVEWAY IMPROVEMENT CW -C12
<br />NONE rro.+lwr w w w s emft xs R-23 FRAME & COVER STANDARD NO. CW -M1 .. NONE a•rsOF SAN row °a
<br />R-29 ++ NONE rswwwe w mar eaa wmrrr Ns D-22
<br />STANDARD NO.
<br />1
<br />No. REVISION DATE BY
<br />491
<br />BENCH MARK: BRASS CAP
<br />75' EAST OF HW, 88 AT
<br />BOTTOM OF "PAYLESS"
<br />SIGN, STAMPED:
<br />SJCO MN -10.3 BM"
<br />USC&GS DATUM
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<br />ALT. C CONNECTION
<br />SEWER SERVICE LATER
<br />•I Writ S - 7B
<br />• 20' for intersection of 50' R/W and 60' R/W streets
<br />2'-6" 30' for intersection of 50' R/W or 60' R/W streets,
<br />2,-0" with 84' R/W and 110' R Backfill with materials equal to or r-� 5'-8'
<br />4' Wire mesh 5'-6" WIDTH AS SHOWN ON PLANS _
<br />/W orteHola better than the existing pavement s (MAX WIDTH 28')
<br />-I and base in New 2' _ SPACING
<br />5 1/2, 2 • quality. w p sling ment r- - i DRIVEWAY TRANSITION _
<br />avement, minimum Sf 0.25 fJlZn
<br />tI--e" -'wi j --e" I AS REQUIRED a
<br />-1 1/2" I shall los 1" thicker than
<br />_ New boss shall be 1 thiCURB
<br />- 2•
<br />1 1/2 Expansion Joint (typ.) 4�4
<br />Q; existing base, minimum oI I
<br />a 7o SECTION A -A >
<br />1j •, n 21/2• Existing1 1.12 b8' Min. 8„ Pavement Wire mesh I O {,Ms b w 1.
<br />'i reef name " (Typ.) ~ ~ (Typi I A r LINEREEI Compost In 12" m 3 0• layers to a min. 3' 0" -{ 1- 6" -i I- 6" I I 1 Ion of 95%-
<br />aC.ndoadtled°OWa. ovr;VorableSECTION B -B FACE of CURB
<br />VERTICAL Variable PLAN
<br />Stop sign 1/2" PATTERN LETTERS layerrs totanmin. rBACK OF WALK
<br />CURB & GUTTER location O•
<br />compaction of 85%. OD+12•
<br />Curb Radius ® (if requtrod) COVER 1/2-Xl FRAME 0 B �I A�1 FRONT VIEW TOP OF CURB
<br />See Note 1 / LIFT is , O.D,/2 OLES 27 m ct in S. Ive_ I I 1• 1
<br />7'-8" MIN. OR AS SHOWN ON PLANS MACHINED compo ton o 90![ O O
<br />R/W SEATING --I 1"I 10" Mtn. O.D. 10" Min. 10" Min. O.D. 10" Min. 1 _I
<br />rRAMP
<br />5'-0" MIN. OR AS SHOWN ON PLANS 2'-6" of walk SURFACES O.D. O.D. Construct cut -of W
<br />wall around the
<br />0 2 -D Expansion Joint (typ.) r + 20" Min. + 20" Min. entire perimeter I I 3/4" LIP
<br />4" SCORE MARK IF MONOLITHIC POURy -�- RIGID CONDUIT FLEXIBLE CONDUIT Toe Of ELEVATION
<br />1 SLOPE 1/4" PER FOOT -1 1/2' - 2 /4" I-- I � _ - - channel slope 2'-0' SIDEWALK WIDTH TRANSITION
<br />2 1 _L
<br />• 4 n • M . • .. io 1 1/2- 10' Face of Curb 1 1/2. /2.6• 1 4' - -
<br />I I.. Stop Bar Location RAMP
<br />6" 12' O.C. a . f (if required) DIAMETER ~ / NOTES: 8--� TOP VIEW A� z.
<br />TYP. % 4 • 1O 1. Relative compaction of materials shall be tested In accordance with 1--4'min. 3/4" LIP
<br />SECTION A -A the State of California, Dept. of Transportation Testing Manuals, lest IMRx� ipe
<br />6- with slope r-
<br />�• method No. California 216 or 231. oI io •. • 4
<br />Notes: NOTES: 2. All existing pavement shall be neatly cut to line prior to trench excavation.
<br />8' I 1. Curb radius shall be 30' for intersection of 50' R/W and 60' R/W streets 1. FRAME AND COVER SWILL BE MANUFACTURED OF CAST IRON 3. Jetting or ponding will be 3
<br />�- 1 1/2" x 3 1/2" KEY, and 40' for intersection of 50' R 9 P 9 permitted within the street Right o1 Way with L I
<br />1 /W or 60' R/W with 84' R/W or 110' R/W CONFORMING O ASTM LL BE CLASS 30. 0 3 year bond. Match channel side e
<br />UNLESS POURED MONOLITHIC arterials. y lope
<br />2. FRAME AND COVER SHALL BE HS20-44 RATED. 4. When shown by soil composition and compactabilHy, ninety percent (90%) 2 -
<br />VERTICAL
<br />/ Wire mesh () 1
<br />VERTICAL CURB, 2. Catch basins. sign posts, utility poles or other obstructions are not to be compaction may los used, when approved by int Oreator of Public otic*.
<br />GUTTER & SIDEWALK orates within the wheelchair path area. 3. FRAME SHALL WEIGH APPROX. 22 LBS. W - 8'-0" minimum SECTION A -A'
<br />COVER SWILL WEIGH APPROX. 7 LBS. 8. Special bedding requirements may M shown on the plans or specHled in Toe of channel / W - 2 x pipe dia. (3' to 6') NOTES:
<br />3. See Standard Drawing No. CW -7, R-10, 11, 25 for curb, gutter &sidewalk, special provisions. � 12" GROOVED BORDER.
<br />handicap romp and sign details. 4. FRAME AND COVER SHALL BE COATED WITH BITUMINOUS MATERIAL s. Shoulders shall be as shown on the plans or specified in the special S'� NOTE: 1, Use clan "B" carats or
<br />O1 5/8" x 24" LONG STEEL DOWELS, GREASED AND WRAPPED Q S-1:12 max., 1:15 min. CONFORMING TO A.W.WA, C203. provisions but in no case shall the shoulder be leas than three feet wide T grouted cobbles as specified. 0 /4 BARS 18' O.C. EACH WAY. THE ENTIRE WIDTH OF DRIVEWAY AND RAMP.
<br />ONE SIDE THROUGH ALL EXPANSION AND COLD JOINTS. 5. COUNTRY OF ORIGIN AND MANUFACTURER SHALL BE CAST INTO FRAME AND COVER. as measured from the edge of pavement. 2m i"' 2. BxextO
<br />6" SECTION (,-(', OxSyIthroughouto. wire
<br />h 3❑. GUTTER PAN DIMENSIONS PER STANDARDS.
<br />REVISION Q S� 1:12 MAX, 1:15 MIN
<br />DAME WIDE IMPROVEMENT STANDARDS APPROVED IN "' "'••� � " IeEVISION wTE COUNTYWIDE IMPROVEMENT STANDARDS APAaoyEO "" e.... " A,w.�w "` EROSION CONTROL REVISION DATE COUNTYWIDE IMPROVEMENT STANDARDS APPROVED IW
<br />COUNTY OF SAN JOAQUIN 1 E•s. 1eN ro COUNTY OF SAN JOAQUIN 1 res /ire ro 4rrww •r
<br />SAN JaAWIN couNrl DATE LOCAL CURB RETURN TYPICAL TRENCH BACKFILL
<br />VERTICAL CURB, °""'°'w""'a "°"" aAN Jaw�rN c«AaY a,1E COUNTY OF SAN JOAQUIN
<br />w..r JL SURVEY MONUMENT Eaarawrr.¢waro, ew•w JLp e•wr JLD PIPE DISCHARGE TYPE 2SAN ''°w""=ems:
<br />IMPROVEMENT CW -C7 o•rr COUNTY OF SAN JOAQUIN os• JUNE 1997 IMPROVEMENT errwr
<br />GUTTER & SIDEWALK STANDARD No. COUNTY OF SAN JOAQUIN .. JUNE 1997•. COUNTY OF SAN JOAQUIN JUNE 1997 COMMERCIAL DRIVEWAY IMPROVEMENT CW -C12
<br />NONE rro.+lwr w w w s emft xs R-23 FRAME & COVER STANDARD NO. CW -M1 .. NONE a•rsOF SAN row °a
<br />R-29 ++ NONE rswwwe w mar eaa wmrrr Ns D-22
<br />STANDARD NO.
<br />1
<br />No. REVISION DATE BY
<br />491
<br />BENCH MARK: BRASS CAP
<br />75' EAST OF HW, 88 AT
<br />BOTTOM OF "PAYLESS"
<br />SIGN, STAMPED:
<br />SJCO MN -10.3 BM"
<br />USC&GS DATUM
<br />A1.
<br />tents
<br />DETAIL SHEET
<br />JOB NO. 0044
<br />DATE 5-2001
<br />DRAWN SM
<br />CHECKED 4
<br />Sheet Number
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<br />JOB NO. 0044
<br />DATE 5-2001
<br />DRAWN SM
<br />CHECKED 4
<br />Sheet Number
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