|
Cast iron Prams and Corer - refer
<br />in Improvement Standard No. C-5
<br />Top of pavement grade
<br />Precal 'a Marcell cancrete ��/J
<br />grade adjustment rings
<br />2', 3", 4" B 6" sactiana
<br />as required 11
<br />Precast reinforced "
<br />concrete cone. O1" �f
<br />It
<br />quV
<br />All joints mortared and
<br />boded with mortar on
<br />both inferior and exterior
<br />surface.. A.
<br />Y Asn
<br />Precast reinforced manhole
<br />pipe., ASTM C478, adlat to 4'-11Dam
<br />paper Onwatean. LI', 2', 3', B
<br />4'wdiaa a. required) Lowest i >
<br />JL
<br />4 ~ " �Class B Concrete for •r
<br />bas, Pre -cost bass N
<br />hey be used if approved
<br />by the Engineer.
<br />ELEVATION
<br />STORM SEWER MANHOLE
<br />*NOTE: A 1'-6" concrete cans may be used if
<br />Y approved by the Engineer
<br />rva qIiVISED GATE
<br />TYPICAL STORM "• ants, ••"",,..
<br />SEWERMANHOLE AINov[D AT
<br />D.Awx E. a., +- COUNTY OF SAN JOAQUIN NEN1 w.N
<br />C"EC KED all —
<br />.... .,.-. DF PARTMFNT
<br />A
<br />Y-6"
<br />300 MIN 6"
<br />TOP OF CURB
<br />FLOWLINE I 1 9" —^
<br />OF GUTTER 1 I - EXPANSION 2.,
<br />EXPANSION JOINT
<br />JOINTI T E
<br />....\\��I__I�i /. .
<br />LIP OF GUTTER l "e CATCHBASIN ASSY TO BE SET
<br />BELOW FLOW LINE OF
<br />PLAN GUTTER,
<br />9" 2" MIN. I I—r
<br />�3-1/4" THROAT OPENING 15 3/1
<br />1/2" DIA. ,e14DTE IHOr SCE ' e GRATE
<br />BOLT
<br />24" DIA. _
<br />CONC. PIPE 2' -Cf MIN.
<br />(SEE NOTE' 25 1/2"
<br />N0. 5) )
<br />10" DIA.
<br />'MIN. S"0.01 R/y7 MIN. BOSS
<br />33"
<br />SECTION
<br />PLAN OF FRAME
<br />NOTES:
<br />1. ALL EXPOSED STEEL SHALL BE COATED WITH 2 COATS OF COAL TAR PITCH -
<br />HEATED TO A MINIMUM OF 1800 F OR GALVANIZED.
<br />2. GRATE, FRAME AND MODIFIED -SIDE INLET SHALL COMFORM TO PINKERTON A-645 FRAME
<br />WITH EITHER A-390 RIVITED OR A -390-M FABRICATED STEEL GRATE.
<br />3. GRATE SHALL BE CHNNED TO FRAME.
<br />4. GRATE SHALL BE' DEPRESSED 1-1/2- BELOW GUTTER PROFILE GRADE.,
<br />5.'24" PIPE BARREL SHALL BE CLASS II R.C.P., OR CLASS 2 OR 3
<br />NON -REINFORCED CONCRETE PIPE.
<br />TYPE 1
<br />CURB INLET CATCHBASIN
<br />CAI
<br />- .I Date 7/1/89 —
<br />D
<br />34 30'36"
<br />o ijtMAIN 1010
<br />ST
<br />"R(10)
<br />TYPICAL STREET SIGN
<br />NOTES
<br />L One street sigh is required
<br />N Ease IMepeetbn.
<br />2 ESA ft Nbm we to be acquired
<br />true NM So ANaNhl Canty DONH-
<br />wad N P11MdIP old Bumke Inepeci
<br />S See 1APrerowmI pias for Seatiae
<br />of STM Wow. Nein required.
<br />4 The hoe% of the One sign sale
<br />M Y Vis SN/h N 1M street
<br />IoM.
<br />E4yo N Pawwenl,
<br />w EEA N awe.
<br />t
<br />.STREET NAME
<br />SIGN it
<br />STOP SIGN (RI)
<br />P,
<br />2" ID plps�_1 F 1 A
<br />N STRff T SIGN POST
<br />LOCATION DETAIL
<br />4�g
<br />TYPICAL STOP R STREET SIGN
<br />INSTALLATION
<br />IT NEVI.IOM WT[ 1. {y,.•l el
<br />;a.STANDARD STREET'"
<br />VA ti I,„As
<br />-----'---_ SIGN DETAILS q.xoxm Mr
<br />eA»x rt , 11�I ICY. xl ATA
<br />KAU ev COUNTY OF SAN JOAQUINt N Aube w,L -
<br />.r.
<br />sc.LE xaxE DEPARTMENT OF PUBLIC WORKS STANDARD Na A -Io
<br />.. y
<br />t
<br />A
<br />--1...I
<br />9
<br />.E
<br />=HT
<br />w L—
<br />1
<br />T-1 li '}• .
<br />yl(•
<br />SECTION A -A
<br />t-1. l•� +{ 1}
<br />STEEL IAN VENT-01TW"AL
<br />�T I-
<br />ia• L J "M A• ,.T
<br />SECTION B -B SECTION C -C
<br />NOTE, Frame and Cover shall be
<br />machined to aeeure Interchangeability
<br />and a case,quiN fit.
<br />x0. NEnsED DATE n E. rq y.r.l lr
<br />FRAME a COVER -
<br />(MANHOLE) Aw oven lr
<br />DN.wx r COUNTY OF SAN JOAQUIN
<br />n -
<br />CxECKFD IT u
<br />SCALE N N DEPARTMENT OF. PUBLIC WORKS STANDARD C-3
<br />THRUST ,B(LOCK DETAILS
<br />w m m
<br />TYPICAL SECTION THRU
<br />CAST IRON BEND TEE OUTLET DEAD END THRUST BLOCK
<br />1
<br />BLOCK
<br />DIMENSIONS
<br />6
<br />B
<br />A
<br />--1...I
<br />9
<br />.E
<br />=HT
<br />w L—
<br />1
<br />T-1 li '}• .
<br />yl(•
<br />SECTION A -A
<br />t-1. l•� +{ 1}
<br />STEEL IAN VENT-01TW"AL
<br />�T I-
<br />ia• L J "M A• ,.T
<br />SECTION B -B SECTION C -C
<br />NOTE, Frame and Cover shall be
<br />machined to aeeure Interchangeability
<br />and a case,quiN fit.
<br />x0. NEnsED DATE n E. rq y.r.l lr
<br />FRAME a COVER -
<br />(MANHOLE) Aw oven lr
<br />DN.wx r COUNTY OF SAN JOAQUIN
<br />n -
<br />CxECKFD IT u
<br />SCALE N N DEPARTMENT OF. PUBLIC WORKS STANDARD C-3
<br />THRUST ,B(LOCK DETAILS
<br />w m m
<br />TYPICAL SECTION THRU
<br />CAST IRON BEND TEE OUTLET DEAD END THRUST BLOCK
<br />NOTES L An thrust bloahs Muco W poured
<br />against undisturbed wit and MMII
<br />be Close "B" Concrete.
<br />2 Thrust block dimensions Mre
<br />Calculated to allow a soil
<br />bearing value of 1.000 p ANN
<br />PSI aquon loot.
<br />THRUST BLOCK DETAILS
<br />)UNITY OF SAN JOAQUIN
<br />EPARTMENT OF PUBLIC WORKS
<br />D
<br />2" ID
<br />A.! ` dI w 36' `nae
<br />Ttr�•� `wow
<br />MAIN 100.
<br />ista
<br />TYPICAL STREET SIGN
<br />Stant
<br />Sys L
<br />NOTES
<br />l One eMN Np M roEWr"
<br />of each INwwfim.
<br />2 Mabh MAWh N be 111E14raE
<br />how SM Eat 4oEENn cemty DtlPwt-
<br />mM N PW &4 wd DA&I Illgee111I.
<br />S.SM kofo"Mwd PWM for weatim
<br />Of STOP tloM, "IMrI NWA Nd.
<br />4 YM MaEIE N *A utast dp wim
<br />do M tIM Wsylb N that Mrlat
<br />IIwM.
<br />Edit hf "e e, '
<br />Bad of Side"k
<br />It_ar Sao N Cab.
<br />TYPICAL STREET SIGN
<br />INSTALLATION
<br />my
<br />VA.""'.: =w" STANDARD STREET
<br />VA.
<br />SIGN DETAILS
<br />III --Y
<br />cxece[o r 'COUNTY OF SAN JOAQUIN
<br />e L Now DEPARTMENT OF PUBLIC WORKS'
<br />PLAN VIEW
<br />SECTION A -A
<br />NOTE- Grate shall be fasten4 to frame
<br />with I8"a14" heal-Ire.Nd chain
<br />FRAME 5 GRATE -
<br />( 18" STORM DRAIN INLET)
<br />JNTY OF SAN JOAOUII
<br />PARTMENT OF PUBLIC WORKS
<br />Backfill with material. equal to a
<br />belle, than the Existing pavement
<br />In quality and thickness.
<br />En.ling Pavement
<br />6' LompmI In l2"maM.layre-
<br />6"Mn. to a min. nlatiw compaction
<br />(Typ) N 95%4unde, pavement a d
<br />Nmldws, sena Sox
<br />outside Mocidve. — = —
<br />Compact in 24"max. laws
<br />to a minimum
<br />resolve compaction p
<br />0, of B5 %. 0'
<br />Compact n 6" layers
<br />10' 0. D. 10" to D minimum
<br />nlolivM comp N int 10" O. D. 10"
<br />Min M n Mn.
<br />0, D.r 20" Min. of 90%.
<br />O. D.. 20" Mn.
<br />RIGID CONDUIT FLEXIBLE CONDUIT
<br />VOTES.
<br />L 'Relative camyacNm of materials Oeal1 be tested by 1M Stale of California,
<br />Dept. of Transportation Telling Manual, test method No. California 216 a 231.
<br />2. All existing pavement Shalt be realty cul to line prior to bench Excatatlon.
<br />3. Jelling Or Randall will be Permitted within the street Right of Way with 3 par bond.
<br />4.*When shown by Soil composition and compactieilily, ninety percent (90%)
<br />compaction may be used, when approved by the Director M Public Works.
<br />,r r
<br />THRUST
<br />BLOCK
<br />DIMENSIONS
<br />6
<br />B
<br />FITTINGS
<br />A
<br />B"FITTINGS
<br />I) From, and Grate eha11 conform
<br />A
<br />B
<br />6" LINE
<br />P
<br />IO" LINE
<br />-
<br />'•_�
<br />22 11
<br />v'.e a
<br />221
<br />'-0"
<br />2'-0"
<br />458
<br />2'-0"
<br />2'-0
<br />458
<br />4'-
<br />3'-0"
<br />90•
<br />3-0
<br />2-6'
<br />90•'-
<br />4-0
<br />TEE OUTLET
<br />3'-0"
<br />2-0
<br />TEE OUTLET
<br />4'- "
<br />4-0
<br />DEAD END
<br />3'-0"
<br />2'-0"
<br />DEAD END
<br />4-0
<br />4-0
<br />S" LINE
<br />DRAWN BY FN
<br />12 LINE
<br />• G
<br />22 1/ •2'-O"
<br />CHECKED BY RVD
<br />V-0"
<br />221/2'3'-
<br />0
<br />45•
<br />3'-0"I
<br />2' -6
<br />43•
<br />4'-B"
<br />4-0
<br />SAN- JOAQUIN -COUNTY- CA- FILE
<br />"
<br />OUTLET
<br />3'-6
<br />'-
<br />30"
<br />TEE OUTLET
<br />4'-0
<br />DEAD END
<br />1 T_6
<br />3-0
<br />OEAD END
<br />4-0
<br />NOTES L An thrust bloahs Muco W poured
<br />against undisturbed wit and MMII
<br />be Close "B" Concrete.
<br />2 Thrust block dimensions Mre
<br />Calculated to allow a soil
<br />bearing value of 1.000 p ANN
<br />PSI aquon loot.
<br />THRUST BLOCK DETAILS
<br />)UNITY OF SAN JOAQUIN
<br />EPARTMENT OF PUBLIC WORKS
<br />D
<br />2" ID
<br />A.! ` dI w 36' `nae
<br />Ttr�•� `wow
<br />MAIN 100.
<br />ista
<br />TYPICAL STREET SIGN
<br />Stant
<br />Sys L
<br />NOTES
<br />l One eMN Np M roEWr"
<br />of each INwwfim.
<br />2 Mabh MAWh N be 111E14raE
<br />how SM Eat 4oEENn cemty DtlPwt-
<br />mM N PW &4 wd DA&I Illgee111I.
<br />S.SM kofo"Mwd PWM for weatim
<br />Of STOP tloM, "IMrI NWA Nd.
<br />4 YM MaEIE N *A utast dp wim
<br />do M tIM Wsylb N that Mrlat
<br />IIwM.
<br />Edit hf "e e, '
<br />Bad of Side"k
<br />It_ar Sao N Cab.
<br />TYPICAL STREET SIGN
<br />INSTALLATION
<br />my
<br />VA.""'.: =w" STANDARD STREET
<br />VA.
<br />SIGN DETAILS
<br />III --Y
<br />cxece[o r 'COUNTY OF SAN JOAQUIN
<br />e L Now DEPARTMENT OF PUBLIC WORKS'
<br />PLAN VIEW
<br />SECTION A -A
<br />NOTE- Grate shall be fasten4 to frame
<br />with I8"a14" heal-Ire.Nd chain
<br />FRAME 5 GRATE -
<br />( 18" STORM DRAIN INLET)
<br />JNTY OF SAN JOAOUII
<br />PARTMENT OF PUBLIC WORKS
<br />Backfill with material. equal to a
<br />belle, than the Existing pavement
<br />In quality and thickness.
<br />En.ling Pavement
<br />6' LompmI In l2"maM.layre-
<br />6"Mn. to a min. nlatiw compaction
<br />(Typ) N 95%4unde, pavement a d
<br />Nmldws, sena Sox
<br />outside Mocidve. — = —
<br />Compact in 24"max. laws
<br />to a minimum
<br />resolve compaction p
<br />0, of B5 %. 0'
<br />Compact n 6" layers
<br />10' 0. D. 10" to D minimum
<br />nlolivM comp N int 10" O. D. 10"
<br />Min M n Mn.
<br />0, D.r 20" Min. of 90%.
<br />O. D.. 20" Mn.
<br />RIGID CONDUIT FLEXIBLE CONDUIT
<br />VOTES.
<br />L 'Relative camyacNm of materials Oeal1 be tested by 1M Stale of California,
<br />Dept. of Transportation Telling Manual, test method No. California 216 a 231.
<br />2. All existing pavement Shalt be realty cul to line prior to bench Excatatlon.
<br />3. Jelling Or Randall will be Permitted within the street Right of Way with 3 par bond.
<br />4.*When shown by Soil composition and compactieilily, ninety percent (90%)
<br />compaction may be used, when approved by the Director M Public Works.
<br />,r r
<br />AID .1 Sq.
<br />a,
<br />6
<br />B
<br />NOTES
<br />903 W. Center St., Suite 2
<br />I) From, and Grate eha11 conform
<br />.
<br />AC
<br />to Improvement Standard No, CAT.
<br />P
<br />2) Two feel minlmum below finished
<br />-
<br />'•_�
<br />grade In new development.
<br />v'.e a
<br />In ubling struts, mor be len than
<br />n �
<br />Vain she approval of the Engineer.
<br />A
<br />°
<br />Basement Soil
<br />A
<br />--
<br />— Identification Maks
<br />TYPICAL
<br />SECTION
<br />0�
<br />SAN. JOAQUIN COUNTY/, CALIFORNIA
<br />PLAN VIEW i-%
<br />6-ZG-9Y
<br />SCALE AS SHOWN
<br />APPROVED BY DATE SHEET NO.
<br />FilRHw 1 I
<br />Gil
<br />SECTION A -A SECTION B -B
<br />/8'"6TDrQiIT &F1111W /rd/LE-T
<br />I
<br />f{• Railed Left*
<br />•..r"... a NO REVI
<br />TYPICAL TRENCH BACKFILL °
<br />App av[o er
<br />7 -DF
<br />COUNTY OF SAN JOAO UIN °re DN�SY
<br />DEPARTMENT OF P116L IC WORKS STANDARD N0. A -T C.ECK[D NY
<br />;
<br />--- �— ECALE N10NE
<br />Cast I'm
<br />SECTION A -A
<br />SURVEY MONUMENT "�+1='�.'�-nr•.•I
<br />FRAME & COVER ASSEMBLY APppOVED aYf a
<br />R
<br />COUNTY OF SAN JOAOUIN II 1",
<br />DEPARTMENT OF PufiI. IC, WORKS 3T4NDAgD ND. A -d
<br />I
<br />!/Y�T�eD f—oR 77f�s
<br />D. 80
<br />I
<br />I
<br />PROJECT RECORD DOCUMENT
<br />TI IIS DOCUMENT IMS BEEN PREPARED DY CDA SOLELY FROM
<br />'AS -KILT" INFORMATION PROVIDED BY TILE GENERAL
<br />CONTRACTOR FOn TINS PROJECT. CONSTRUCTION ITEMS
<br />St 110I HEREIN AS'CLOUl ARE DEVIATIONS FROM TI IE
<br />ORIGINAL, APPROVED DESIGN. ALL OTHER CONSTRUCTION
<br />13 ASSUMED TO HAVE OCCUMED PEn'PLAN•. TO WITHIN
<br />STANDARD CONSTnUCTION ALLOWANCES.
<br />DATE PREPARED -
<br />AID .1 Sq.
<br />RLC Associates
<br />6
<br />Consulting Civil Engineers
<br />Standard Frame and
<br />903 W. Center St., Suite 2
<br />COee, Assembly
<br />AC
<br />LSt�'�!
<br />P
<br />A B P CC
<br />-
<br />'•_�
<br />m
<br />'
<br />v'.e a
<br />IMPROVEMENT PLANS
<br />n �
<br />Survey Monument
<br />U
<br />°
<br />Basement Soil
<br />x 30" Iran Pin With
<br />D ETA I LS
<br />— Identification Maks
<br />TYPICAL
<br />SECTION
<br />f{• Railed Left*
<br />•..r"... a NO REVI
<br />TYPICAL TRENCH BACKFILL °
<br />App av[o er
<br />7 -DF
<br />COUNTY OF SAN JOAO UIN °re DN�SY
<br />DEPARTMENT OF P116L IC WORKS STANDARD N0. A -T C.ECK[D NY
<br />;
<br />--- �— ECALE N10NE
<br />Cast I'm
<br />SECTION A -A
<br />SURVEY MONUMENT "�+1='�.'�-nr•.•I
<br />FRAME & COVER ASSEMBLY APppOVED aYf a
<br />R
<br />COUNTY OF SAN JOAOUIN II 1",
<br />DEPARTMENT OF PufiI. IC, WORKS 3T4NDAgD ND. A -d
<br />I
<br />!/Y�T�eD f—oR 77f�s
<br />D. 80
<br />I
<br />I
<br />PROJECT RECORD DOCUMENT
<br />TI IIS DOCUMENT IMS BEEN PREPARED DY CDA SOLELY FROM
<br />'AS -KILT" INFORMATION PROVIDED BY TILE GENERAL
<br />CONTRACTOR FOn TINS PROJECT. CONSTRUCTION ITEMS
<br />St 110I HEREIN AS'CLOUl ARE DEVIATIONS FROM TI IE
<br />ORIGINAL, APPROVED DESIGN. ALL OTHER CONSTRUCTION
<br />13 ASSUMED TO HAVE OCCUMED PEn'PLAN•. TO WITHIN
<br />STANDARD CONSTnUCTION ALLOWANCES.
<br />DATE PREPARED -
<br />RLC Associates
<br />Consulting Civil Engineers
<br />903 W. Center St., Suite 2
<br />4 Manteca, California 95338
<br />LSt�'�!
<br />_
<br />0208) 238-B007
<br />THE WILLOWS
<br />No. 22918
<br />IMPROVEMENT PLANS
<br />����FCAU4
<br />D ETA I LS
<br />DEPARTMENT OF PUBLIC WORKS
<br />SAN. JOAQUIN COUNTY/, CALIFORNIA
<br />6-ZG-9Y
<br />SCALE AS SHOWN
<br />APPROVED BY DATE SHEET NO.
<br />RECORDDrC9W/N�
<br />ON DESCRIPTION
<br />DATE
<br />DESIGNED BY FN
<br />IO
<br />DRAWN BY FN
<br />OF /¢ SHTS
<br />• G
<br />CHECKED BY RVD
<br />HENRY M. HIRATA, R.CE.2125 JOB NO.
<br />AS BUILT BY
<br />VRECTOR OF PUBLIC WORKS 0021-0 .
<br />SAN- JOAQUIN -COUNTY- CA- FILE
<br />
|