|
see thole 10 \ DO
<br />91
<br />s 1. R distance from curb to back of A or B N NOTES:
<br />'
<br />sidewalk Ie too short le I Retaining curb if 2" Typ.
<br />accomodate romp and 4' ¢' ask: at edge
<br />A Ai plqaatform as in Caw A.
<br />of sidwvlk 1. One street sign is required
<br />° ( the sidewalk may be de- ST T at each intersection.
<br />�� ^ � printed longitudinally £ see Note � Y MAIN q
<br />_ - oa In Case s or c or may � 1 : � 1 00 E 2� Block numbers are to be acquired
<br />K + Crosswalk M widened a• kl Case 0. K o 1 10 Front Edge -JoaquinCounty
<br />N 12.5% K a3 CommunityS Deveo clod f
<br />Planting T°x' n: 2. If aitlewalk ie Ins than I see Note 10 of sidewalk p
<br />8.33% 41 1 a Department.
<br />curb m / (YP) 3. See im rovement plans for
<br />AflC at ns S' wide. IM full width of wu) \ P
<br />Full cure w sidewalk ,null be da- ;, Ma.. r u.5x 4• 1 2" R t `N M P P
<br />~ Meight pnaeW n anown in cne c. Max K location of traffic control
<br />Bu A 1 3. As an alternate to Cost A one Plan�g at n'I' devices.
<br />Crosswalk ram may Da placed in the center aura �� 1 TYPICAL STREET SIGN 4. The length of the street SiC]n
<br />of tie curb return as in Case E f
<br />CASE A sn Net* n if 1«alta varies due to the length o
<br />Re2inin curb if 4. When ramp is located in center c in center of curb return the street name.
<br />", 9 figuration
<br />curb return, crosswalk can-
<br />-'A A or S 5. See Standard Drawing No. R-23
<br />necessary at edge that son must be plantar to
<br />- ' of vdawalk occ shown on the plan to 4.3' min. for
<br />F -4''^i oaaomamte wheel<heilr:. 4 1/z" curb. CASE C Case F for proposed sidewalk
<br />S. rc planting area width is equal 6' min. for (Sidewalk less thon 5' wide) See Net. s sign locations.
<br />8.33. to or greater than ramp length, 6 corp 6. Stop signs shall be 30 for
<br />M'x. d ramp Pisa slope x" distance -3•. urban areas and 36" for rural
<br />EIs see (See Cne Gj areas.
<br />I Note 10lonI I
<br />K a ry . 6. For came F and G. the
<br />r E Far Cases
<br />pond . e II I / $T
<br />sidewalk may need to be de- A MAIN loo E
<br />u pressed as shown in Case S.
<br />I 7. If located on a curve the Front
<br />12.5% aides of the ramp need not d Edge
<br />Mo..
<br />x. m,E Front Edge o/ be parollsl, put the minimum „ K : f
<br />n10 Sidewalk width of the ram shall be 4'. it Z a rv� rj sod Note 10 Sitlewalk I
<br />caro m ��
<br />_ 8. The bottom of the ramp shall See Note 1Edge of pavement
<br />0 ® x
<br />nave o lip at 45'. 125 Front Edge of E
<br />e e„ sea thole 71 it located n 112x. sidewalk or back of dike
<br />in center of curb return 9. sidewalk and ramp thickness, m=1 at Planta 4 N
<br />CASE B -1", snau be a min. °orb a a
<br />n
<br />10. The ramp moll M1ave a 1Y wide
<br />Uae coves on slo 'n see note 13 4- min. border with 1/4 groove ap- 3' w C&,,
<br />9 p� 9 proximately 3/4' o.c. See
<br />portion of ramp when Tap of Ramp yI ving detail. The surface FAI
<br />located in Canter of % ramp shall have a transverse
<br />curb return 8.33% max. 2x` kl°x C
<br />broomed surface texture rougher CASE D6' rural
<br />Lip �^ than the surrounding sidewalk A as
<br />Rounded excel when located in centerFace of 7' Urban
<br />SECTION A-Acurb Case G
<br />tt. when ramp is located in
<br />cent., of curb return, it Sae Note 6
<br />See 4• shall be grooved in a herring- ' N
<br />note 13 Raleiining Curb if bene pattern with 1/4" grooved A see Note 10
<br />8337 necessary approximately 1 1/2" o.c. See 25.. Stop end street
<br />Lip Max. 2% Max grooving detail. 0move should ma . /�,A^l \ '�
<br />W Qhgned parallel to crosswalk `ry I sign ocation
<br />atdpss to direct blind pedes- x•' 1
<br />F N
<br />inane into appropriate ' 2" L D. clv.�J
<br />6'�I t� crosswalk. 9
<br />in d
<br />Approx. 3/4' except
<br />Top of Romp 12. Romp side ,lape varies ed3 Sn Note 11 '-' approx. i 1/2" on pipe STOP AND STREET SIGN
<br />Rounded SECTION B -B uniformly from ° maximum at li Ile sloping portion
<br />Depress entire sidewalk as required up to 12.5% at curb to can- w tr p LOCATION DETAIL
<br />form with longitudinal sidewalk "A1 a 10"flatten
<br />rope adjacent to too of & - /' 45 �•�
<br />romp, excret in Cos" f h C.
<br />pipe
<br />Retaining Curb if 12.5% Max.
<br />4p necassa 13. 6' for 4 1/Y curb height and 27.
<br />2% Maxy wry sleight sidewalk. For carp °t caro TYPICAL STOP AND STREET
<br />height use 8' ramp or care C. Crosswalk �� - ' /°' SIGN INSTALLATION
<br />e'--w•I Case E LIP DETAIL GROOVING DETAIL
<br />• 3' min. for 4 I/V curb swe Note 8
<br />SECTION C -C Shoot 1 of 2 4' min. for 6" curb Sheet 2 of 2
<br />w. RNi°•e M „6 R„Ytl "w. R,erM "
<br />ew ��°ew STANDARD STREET w Revised By
<br />HANDICAP RAMP V HANDICAP RAMP •' SIGN DETAILS
<br />ew^ w JLD bremw JLD crew„,, JLp (WITHOUT SIDEWALK)
<br />NOTES:
<br />1. Relative compaction of materials shall be tested in accordance with
<br />tho State of California Dept. of Transportation Testing Manuals, test
<br />method No. California 216 or 231.
<br />x R/w 2. All existing pavement shall be neatly cut to line prior to trench excavation.
<br />a I 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 compoctability, ninety percent (90%)
<br />compaction may be used, when approved by the Director of Public Works.
<br />4• 6•5. Special bedding requirements may be shown on the plans or specified in
<br />MIN. MIN. special provisions.
<br />6. Shoulders shall be as shown on the plans or specified in the special
<br />E�Eprovisions but in no case shall the shoulder be less than three feet wide as measured
<br />RURAL ROADS from the edge of pavement.
<br />w
<br />se.
<br />RwvJ w
<br />STREET LIGHTING Approved byTYPICAL TRENCH BACKFILL
<br />STANDARDS Dtreaior of P bllc works br•w' or JLD
<br />«••• w
<br />NONE
<br />COUNTY OF SAN JOAQUIN
<br />oeavmwT or Raeua woRxa
<br />cote SEPT. 1991
<br />orowky we. R - 10c
<br />cn°.°e w
<br />COUNTY OF SAN JOAQUIN
<br />ovARmrla ar wax: wxRa
<br />Backfill with materials equal to or
<br />oxer w
<br />COUNTY OF SAN JOAQUIN
<br />owRllnn ar weuc wRxs
<br />SEPT. 1991
<br />ow.ee w R - 25
<br />better than the existing pavement
<br />//47 R
<br />Depressed letter "W'
<br />"S"
<br />ar.. s,
<br />and base in quality. New pavement
<br />- SEPT. 1991
<br />-,ked b -AS-
<br />..- y
<br />COUNTY OF SA': JOAQUIN
<br />.-_ _ _ FARTI.' NT.-2re.:
<br />shall be 1" thicker than existing
<br />s•'• NONE
<br />rw. None
<br />pavement, minimum of 0.25 feet.
<br />I RE 'D
<br />NOTES
<br />New base shall be 1" thicker than
<br />identify service
<br />ZONE D
<br />existing base, minimum of 0.5 feet.
<br />\
<br />1. ALL STREET LIGHTING AND
<br />12"
<br />Cost Iron Frame and Cover - refer
<br />N S 4
<br />APPURTENANCES SHALL CONFORM
<br />TO P.C.&E. STANDARDS AND
<br />SPECIFICATIONS.
<br />X 9
<br />Existing Pavement
<br />2. STREET LIGHT LOCATIONS AT
<br />6" Min.
<br />6" (j
<br />�.t. 6" Min.
<br />INTERSECTIONS SHALL BE APPROVED
<br />(Typ.)
<br />(7yp_)
<br />BY S.J.Co. DEFARTMENT OF PUBLIC
<br />NOTES:
<br />WORKS.
<br />3. STREET LIGHTS SHALL BE ENERGIZED
<br />ompact in 12" max.
<br />/
<br />PRIOR TO COUNTY ACCEPTANCE OF
<br />3•_0•'
<br />2
<br />layers to a min.
<br />dowels^ greased and
<br />THE IMPROVEMENTS. ADVANCE ARRANGE-
<br />\
<br />relative compaction
<br />wrapped one side through
<br />MENTS SHALL BE MADE WITH P.C.&E.
<br />TO EITHER INSTALL THE STREET LIGHTS,
<br />3.
<br />All radii are 3/4" unless otherwise specified.
<br />o e r pavement
<br />un d
<br />under
<br />of 95ofd
<br />every expansion joint.
<br />OR AGREE TO ACCEPT THEM FOR OPERA-
<br />4.
<br />\- - - - - -
<br />5%%-
<br />- - - - / pari
<br />90%
<br />Variable
<br />TION AND MAINTENANCE UNDER THEIR
<br />LS1 RATE SCHEDULE AFTER INSTALLATION.
<br />E
<br />Variable
<br />--_-_-----_---
<br />---
<br />__
<br />/ outside shoulders. \
<br />- -
<br />_ Compact in 24" max.
<br />TYPE A
<br />d,44�"
<br />For subgrade value less than 50, place six inches aggregate subbase
<br />-
<br />-
<br />- layers to a .minimum
<br />- relative compaction . '
<br />D 1 2"
<br />under all concrete and compact to 90%. Subgrade material under curb gutter
<br />of 85%.
<br />i
<br />and sidewalk shall be compacted to 90% relative compaction to a depth of six
<br />O.D./2
<br />Compact .in 6" layers
<br />inches.
<br />N
<br />�\
<br />to o minimum relative
<br />compaction of 90%.
<br />10" Min.
<br />0. D.
<br />TYPE "A" is"
<br />10" Min. 10" Min., 0. D.
<br />10" Min.
<br />0. D.
<br />0
<br />"x
<br />'.U.E.
<br />+ 20"
<br />Min. + 20" Min.
<br />Broom finish 3/4" R
<br />RIGID CONDUIT FLEXIBLE CONDUIT
<br />NOTES:
<br />1. Relative compaction of materials shall be tested in accordance with
<br />tho State of California Dept. of Transportation Testing Manuals, test
<br />method No. California 216 or 231.
<br />x R/w 2. All existing pavement shall be neatly cut to line prior to trench excavation.
<br />a I 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 compoctability, ninety percent (90%)
<br />compaction may be used, when approved by the Director of Public Works.
<br />4• 6•5. Special bedding requirements may be shown on the plans or specified in
<br />MIN. MIN. special provisions.
<br />6. Shoulders shall be as shown on the plans or specified in the special
<br />E�Eprovisions but in no case shall the shoulder be less than three feet wide as measured
<br />RURAL ROADS from the edge of pavement.
<br />w
<br />se.
<br />RwvJ w
<br />STREET LIGHTING Approved byTYPICAL TRENCH BACKFILL
<br />STANDARDS Dtreaior of P bllc works br•w' or JLD
<br />«••• w
<br />NONE
<br />COUNTY OF SAN JOAQUIN
<br />oeavmwT or Raeua woRxa
<br />cote SEPT. 1991
<br />orowky we. R - 10c
<br />cn°.°e w
<br />COUNTY OF SAN JOAQUIN
<br />ovARmrla ar wax: wxRa
<br />owe SEPT. 1991
<br />br•wkw "•. R - 10
<br />oxer w
<br />COUNTY OF SAN JOAQUIN
<br />owRllnn ar weuc wRxs
<br />SEPT. 1991
<br />ow.ee w R - 25
<br />I `"a"n by EDIT
<br />//47 R
<br />Depressed letter "W'
<br />"S"
<br />ar.. s,
<br />COUNTY OF SAN JOAQUIN
<br />paeln . a, susuc water
<br />- SEPT. 1991
<br />-,ked b -AS-
<br />..- y
<br />COUNTY OF SA': JOAQUIN
<br />.-_ _ _ FARTI.' NT.-2re.:
<br />Date FEB. 1994
<br />s•'• NONE
<br />rw. None
<br />sew. NONE
<br />I RE 'D
<br />1O
<br />identify service
<br />ZONE D
<br />\
<br />locations
<br />12"
<br />Cost Iron Frame and Cover - refer
<br />N S 4
<br />-I
<br />18 ---�
<br />DID. or Sq. Standard frame and Top of pavement grade to Standard Drowmg o. -
<br />6" cover assembly Joint Typ. Mortar
<br />wi
<br />A.C. Precast reinforced concrete �I
<br />4^ yp, rade adjustment rias 1 1 A D- 3 HOLES
<br />'ee je• e�e°eg�°a :� °pee•° a e••. g_ 3" g EQUALLY SPACED PICK HOLE
<br />T 4 k 6" sections "' ❑
<br />.....t.:.. LlExponsion
<br />I q
<br />as required A DOOp❑Q OD
<br />pe a°>See II �'�'epO•'o�°�••�'•ee Precast reinforced O 000❑ O
<br />A. B. ;^P8e °;eae.°g. °e:y:e�.. II �'i °O•,'ep.:e���e•°e:°,'�J; concrete cone 00 OOp 00
<br />If 6"e^°°�eeo�e°sea •so•�
<br />see^ee°Osee°ee•see• °
<br />see°,vee°eeje°egeee"ons"ec 3"
<br />If eeeeeejeee a ie°e.°e°e°e
<br />° I I Flo wline of 2'-0"
<br />iv Gutter All joints mortared and
<br />Undisturbed Survey monuments bonded with mortar on Diam.
<br />both interior and
<br />basement soil3/4"0 x 30" iron pin exterior surfaces
<br />with identification marks Li 5" Min.
<br />Lip of Gutter Precast reinforced manhole. • I -i"x1 1/4' PICK HOLE
<br />PLAN ASTM 0478 od ust to
<br />proper elevation. (1:,2'.3'. &, a PARALLEL CONSTRUCTION PERPENDICULAR CONSTRUCTION
<br />TYPICAL SECTION 4P sections as required)
<br />`oN.A NOTE: Dimensions are from outside of water main to outside of sewer.
<br />Notes: -�a ' PLAN VIEWall crossings shall be of 90" where possible.
<br />2'Typ.38. �T l CASE I: New sewer -existing water main
<br />Cast Iron Hood Top of Curb 1. Eccentric cones shall be„��_8" if to of curb used where specified on , ZONE A: Sewer lines will not be permitted in this zone without special
<br />P the Ions.permission from County Environmental Health.
<br />to now line of pipe 2. Joints ma be either keyed ZONE B: Extra strength vitrified clay pipe with compression joints; or
<br />Y ..4 exceeds a• or tongue and groove. v 27" rubber Basketed plastic pipe conforming to ASTM 03034-81 SDR -35
<br />A y' C I IRI A ' �, _ Flutter. of 3. Diameter "A" 72" be lowest / specifications.
<br />rye JlJ [ Gutter. a8", 60", or 72" as 4"� FL IIp•--25 1/2" P -
<br />f •' I a f .J_ �° ZONE C D: Where sewer will carry flows from industrial or commercial develo
<br />3 5 8" I 3�4 Optional Con- 2-1/2"0 x 12" Dowels required. Class "8" concrete for to 1/8" ment class 50 or heavier' ductile Iron pipe with standard bituminous
<br />i, R 3 structlon Joint. in each Wall at base. Pre -cast base
<br />sewer
<br />L••--•-•- •• "-•--•"-" •----__--- •- - -••-_•--I construction Joint. coating and approved mechanical joints shall be used. Where
<br />See Note 3. may be used If approved
<br />`?° '6" 35 5t by fhe Director ofp Public Works will carry flows from residential developments only ductile Iron gibe
<br />I R
<br />t`,t labove,as efrTAplastic or
<br />M NW 1 1/4" rrubbergasketed piipe onfVC orrmng oSMD30344)1SDRP35
<br />acct` sass "n P.a.C. ELEVATION _ specification may be used. In each case a minimum 18 foot length
<br />i•I 1 1/4" of pipe with no joints shall be centered at the water main. No
<br />- -' Sidewalk \ 24" adaptor joints will be allowed closer than 8 feet to the water line.
<br />1/16" raised letters r SECTION A -A '�-2- w NOTE: A V-5 concrete cone may be used if approved by the Director -
<br />CASE II: New water main -existing sewer
<br />Subgrode of Public Works 31 1/2 No water mains shall be constructed without special permission
<br />Frame SECTION A -A from County Environmental Health Dept.
<br />Cover Lift I • NOTES: ZONE B: If the sewer does not meet the ZONE B requirements given above
<br />0
<br />equivalent.
<br />holes \ 1. Hood shall be Cast Iron and be..,•,�8 1/2 Std. Frame & Cover the water main shall be of class 200 pipe or equ
<br />N 1" Clear ZONE C: No water mains shall be constructed without special permission
<br />Material: Cast iron equal to "PHOENIX" P-6002. Mortar 3/4" 1/2" 4" from the County Environmental Health Dept. If permission is granted,
<br />1^ I Frame and rate shall be equalFlat
<br />_� to PHOENIX P-6301. Chain grate depth
<br />slob shall be used when Steel Bar
<br />to frame. E E depth does not permit use of r' the sewer shall be encased with reinforced concrete as detailed below,
<br />Fill,2. Precast concrete catchbosin may be used 25 1/2 Max. tapered unit 1 17/32^ I-�( or reconstructed per case ZONE C/D requirements.
<br />Precast to written approval of the c 24" �•{' Use precast H-20 load rated I Vent -Optional ZONE D: The sewer shall be encased with reinforced concrete as detailed below,
<br />PP r6" 6"• I as manufactured by Teichert Precast or reconstructed per case I ZONE C/D requirements.
<br />N Director of Public Works. '' 'F I---JJJ..----
<br />3. Catchbasin Walls may be poured to 5 Min. or equate
<br />an elevation not less than 2' below tYJinia. A Frame Photic be secured to riser or 30• �.{ H- 5_1/2•• ZONE P: 3" 6 Prohibited construction zone.NOTE:
<br />top of Curb. It shall be the r flat slab to with cement mortar I I
<br />1/4" I"^ ( I i� res onsibilit of the Contractor - e ° No. 4 bars 1 Sewer lines larger than 24" diameter,
<br />2 1/2' e"I , to frame in and pour the upper 2'I T SECTION C -C 3' 'rl-,r ( )
<br />of the Catchbasin monolithically I! FLAT SLAB TOP 3 3/8" 2 1/8„ house laterals � lines
<br />pressure ' of l
<br />6" -� "� 1/4" with the Curb and Gutter. i Acceptable reinforced mains & sewer lines within re of log
<br />Diameter 4. All exposed steel shall be dipped 1O 1° 6" concrete encasement head water mains, shall n reviewed
<br />SECTION A -A with 2 coots of coal tar pitch heated SECTION B -B NOTE: Frame and Cover shall be f: detail (class B P.C.C.) and approved He the County
<br />to a minimum of 180'17 or galvanized. SECTION B -B machined a assure Interchangeability {
<br />and a close, quiet tit. 'rlf` j�y{I #4 bar hoop 24" O.C. Environmental Health Dept.
<br />SURVEY MONUMENT w "" x~ ° " "" """ STANDARD STORM w '44 X.1""" " " w. ""'" " WATER -SEWER "
<br />FRAME & COVER ASSEMBLY wM TYPE 2 DRAIN MANHOLE FRAME & COVER SEPARATION STANDARDS
<br />we" JLD CURB INLET CATCHBASIN (MANHOLE)
<br />w... w COUNTY OF SAN JOAQUIN am SEPT. 1991 e..e w JLD a..e w JLD o...,, w JLD a..e w JLD
<br />w NONE aa'emlcxr°fweueRana brewkw,e, R_ u..e..w COUNTY OF SAN JOAQUIN ••�• SEPT. 1991 ewww.ew COUNTY Or JOAQUIN ost• SEPT. 1991 CwwweI, COUNTY OF SAN JOAQUIN osie SEPT. 1991 eoenieeeT COUNTY OF SAN JOAQUIN o•s• SEPT. 1991
<br />nlnNl[ lRswnsoir ar welt waRla a�..:w w. D - 14 I x.w NONE _. weeksbr•wew w. Q - 1 7 sr. NONE ovwrruur ar were Ramos w.ekH Ne S - 4 sew NONE ovNmrxr a wws wcexs bree;e, w,, yy _ 7
<br />ZONE C
<br />4"
<br />6" 2'-0"
<br />No adapter joints in
<br />special pipe
<br />//47 R
<br />Depressed letter "W'
<br />"S"
<br />WATE 4
<br />RN
<br />1 1/2"
<br />1' MAIN
<br />N P
<br />high) in curb to
<br />No adapter joints in special pipe
<br />1O
<br />identify service
<br />ZONE D
<br />\
<br />locations
<br />ZONE
<br />proper elevation. (1:,2'.3'. &, a PARALLEL CONSTRUCTION PERPENDICULAR CONSTRUCTION
<br />TYPICAL SECTION 4P sections as required)
<br />`oN.A NOTE: Dimensions are from outside of water main to outside of sewer.
<br />Notes: -�a ' PLAN VIEWall crossings shall be of 90" where possible.
<br />2'Typ.38. �T l CASE I: New sewer -existing water main
<br />Cast Iron Hood Top of Curb 1. Eccentric cones shall be„��_8" if to of curb used where specified on , ZONE A: Sewer lines will not be permitted in this zone without special
<br />P the Ions.permission from County Environmental Health.
<br />to now line of pipe 2. Joints ma be either keyed ZONE B: Extra strength vitrified clay pipe with compression joints; or
<br />Y ..4 exceeds a• or tongue and groove. v 27" rubber Basketed plastic pipe conforming to ASTM 03034-81 SDR -35
<br />A y' C I IRI A ' �, _ Flutter. of 3. Diameter "A" 72" be lowest / specifications.
<br />rye JlJ [ Gutter. a8", 60", or 72" as 4"� FL IIp•--25 1/2" P -
<br />f •' I a f .J_ �° ZONE C D: Where sewer will carry flows from industrial or commercial develo
<br />3 5 8" I 3�4 Optional Con- 2-1/2"0 x 12" Dowels required. Class "8" concrete for to 1/8" ment class 50 or heavier' ductile Iron pipe with standard bituminous
<br />i, R 3 structlon Joint. in each Wall at base. Pre -cast base
<br />sewer
<br />L••--•-•- •• "-•--•"-" •----__--- •- - -••-_•--I construction Joint. coating and approved mechanical joints shall be used. Where
<br />See Note 3. may be used If approved
<br />`?° '6" 35 5t by fhe Director ofp Public Works will carry flows from residential developments only ductile Iron gibe
<br />I R
<br />t`,t labove,as efrTAplastic or
<br />M NW 1 1/4" rrubbergasketed piipe onfVC orrmng oSMD30344)1SDRP35
<br />acct` sass "n P.a.C. ELEVATION _ specification may be used. In each case a minimum 18 foot length
<br />i•I 1 1/4" of pipe with no joints shall be centered at the water main. No
<br />- -' Sidewalk \ 24" adaptor joints will be allowed closer than 8 feet to the water line.
<br />1/16" raised letters r SECTION A -A '�-2- w NOTE: A V-5 concrete cone may be used if approved by the Director -
<br />CASE II: New water main -existing sewer
<br />Subgrode of Public Works 31 1/2 No water mains shall be constructed without special permission
<br />Frame SECTION A -A from County Environmental Health Dept.
<br />Cover Lift I • NOTES: ZONE B: If the sewer does not meet the ZONE B requirements given above
<br />0
<br />equivalent.
<br />holes \ 1. Hood shall be Cast Iron and be..,•,�8 1/2 Std. Frame & Cover the water main shall be of class 200 pipe or equ
<br />N 1" Clear ZONE C: No water mains shall be constructed without special permission
<br />Material: Cast iron equal to "PHOENIX" P-6002. Mortar 3/4" 1/2" 4" from the County Environmental Health Dept. If permission is granted,
<br />1^ I Frame and rate shall be equalFlat
<br />_� to PHOENIX P-6301. Chain grate depth
<br />slob shall be used when Steel Bar
<br />to frame. E E depth does not permit use of r' the sewer shall be encased with reinforced concrete as detailed below,
<br />Fill,2. Precast concrete catchbosin may be used 25 1/2 Max. tapered unit 1 17/32^ I-�( or reconstructed per case ZONE C/D requirements.
<br />Precast to written approval of the c 24" �•{' Use precast H-20 load rated I Vent -Optional ZONE D: The sewer shall be encased with reinforced concrete as detailed below,
<br />PP r6" 6"• I as manufactured by Teichert Precast or reconstructed per case I ZONE C/D requirements.
<br />N Director of Public Works. '' 'F I---JJJ..----
<br />3. Catchbasin Walls may be poured to 5 Min. or equate
<br />an elevation not less than 2' below tYJinia. A Frame Photic be secured to riser or 30• �.{ H- 5_1/2•• ZONE P: 3" 6 Prohibited construction zone.NOTE:
<br />top of Curb. It shall be the r flat slab to with cement mortar I I
<br />1/4" I"^ ( I i� res onsibilit of the Contractor - e ° No. 4 bars 1 Sewer lines larger than 24" diameter,
<br />2 1/2' e"I , to frame in and pour the upper 2'I T SECTION C -C 3' 'rl-,r ( )
<br />of the Catchbasin monolithically I! FLAT SLAB TOP 3 3/8" 2 1/8„ house laterals � lines
<br />pressure ' of l
<br />6" -� "� 1/4" with the Curb and Gutter. i Acceptable reinforced mains & sewer lines within re of log
<br />Diameter 4. All exposed steel shall be dipped 1O 1° 6" concrete encasement head water mains, shall n reviewed
<br />SECTION A -A with 2 coots of coal tar pitch heated SECTION B -B NOTE: Frame and Cover shall be f: detail (class B P.C.C.) and approved He the County
<br />to a minimum of 180'17 or galvanized. SECTION B -B machined a assure Interchangeability {
<br />and a close, quiet tit. 'rlf` j�y{I #4 bar hoop 24" O.C. Environmental Health Dept.
<br />SURVEY MONUMENT w "" x~ ° " "" """ STANDARD STORM w '44 X.1""" " " w. ""'" " WATER -SEWER "
<br />FRAME & COVER ASSEMBLY wM TYPE 2 DRAIN MANHOLE FRAME & COVER SEPARATION STANDARDS
<br />we" JLD CURB INLET CATCHBASIN (MANHOLE)
<br />w... w COUNTY OF SAN JOAQUIN am SEPT. 1991 e..e w JLD a..e w JLD o...,, w JLD a..e w JLD
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<br />nlnNl[ lRswnsoir ar welt waRla a�..:w w. D - 14 I x.w NONE _. weeksbr•wew w. Q - 1 7 sr. NONE ovwrruur ar were Ramos w.ekH Ne S - 4 sew NONE ovNmrxr a wws wcexs bree;e, w,, yy _ 7
<br />6" x 6" W1.4 x W1.4 welded wire fabric
<br />smooth all edges of pipe openingA
<br />- 15' 2'-6" R/W Widening
<br />e 6„
<br />Driveway
<br />#5 Rebors (typical) iv 20' 40' Max.
<br />R/W
<br />N
<br />s 9 Warp 2'
<br />air
<br />Z, 'aa . R
<br />Wheelchair Ramp
<br />Heavy
<br />sh he lope the ramp.
<br />Lip
<br />E
<br />in a o m
<br />N a
<br />Expansion Joint
<br />P
<br />"1 Min. 3' Opening (See Note No 3) 12" wide border with
<br />A-.] 2' Gutter 1/4" x 1/4" grooves Weakened plane joint
<br />PLAN VIEW approx. 3/4" o.c. A on (L drive.
<br />4' Dia. Flow Line -3/4" Lip
<br />PLAN
<br />Standard storm drain manhole
<br />R/W
<br />refer to Standard Drawing r
<br />3' dio. No. D-17. 4' Dia.
<br />or sq. Grout to Foundation NOTES:
<br />,-.,, 3•• Dia. of
<br />IL` pipe I. The foundation shall be a minimum of 5for 44' O.D. pipe and smaller.
<br />3„ 2. For pipe larger than 4e 0.0., the foundation shall extend a minimum
<br />of B" beyond each side of the pipe.
<br />r 1 3. Opening to be 3' long x (I.D. of pipe) wide. up to 36" LD. pipe.
<br />For pipes larger than 36" I.D. opening to be 36" diameter or square.
<br />_ 2••� '~ or SADDLE -TYPE MANHOLE "
<br />FOR
<br />Class "B" Concrete a..•w JLD PIPE 24" DIA. AND LARGER
<br />8 8 Owwwl I,COUNTY OF SAN JOAQUIN ew SEPT. 1<.
<br />�" NONE nvwwrxr is. tows
<br />-w5' Min. � �5' Min.
<br />SECTION A -A SECTION A -A
<br />PIPES LARGER THAN PIPES 24" TO 36" DIA.
<br />36' DIA.
<br />2% Min -
<br />NOTE: SECTION A -A 8% Max.
<br />To be used only with approval from the Director of Public Works
<br />SPECIAL COMMERCIAL
<br />DRIVEWAY
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<br />COUNTY OF SAN JOAQUIN 01i SEPT. 19
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<br />JOB NO.
<br />951064
<br />2'-6"
<br />6" 2'-0"
<br />//47 R
<br />Depressed letter "W'
<br />"S"
<br />RN
<br />1 1/2"
<br />or (two inches
<br />Level floe d.
<br />high) in curb to
<br />1O
<br />identify service
<br />1"
<br />locations
<br />NOTES:
<br />1.
<br />Construct 3/8" expansion joints 0 200' maximum and 1/4" returns, around
<br />Three 5/8" x 24" long steel
<br />W- Water line
<br />2
<br />light poles, hydrants and other fixed objects at sidewalk.
<br />weakened plane joints shall be constructed ® 12' maximum
<br />dowels^ greased and
<br />S- Sanitary Sewer line
<br />intervalsse
<br />wrapped one side through
<br />3.
<br />All radii are 3/4" unless otherwise specified.
<br />every expansion joint.
<br />4.
<br />Curb. gutter, and sidewalk should have a broom finish.
<br />5.
<br />All curb returns shall be type A curb and gutter.
<br />"R"
<br />TYPE A
<br />6.
<br />For subgrade value less than 50, place six inches aggregate subbase
<br />CURB & GUTTER
<br />under all concrete and compact to 90%. Subgrade material under curb gutter
<br />and sidewalk shall be compacted to 90% relative compaction to a depth of six
<br />inches.
<br />N
<br />variable
<br />2'-0" Level line
<br />"°
<br />""I"" "
<br />TYPE "A" is"
<br />1 1/2"
<br />CURB, GUTTER, & SIDEWALK
<br />"x
<br />Broom finish 3/4" R
<br />COMMERCIAL & INDUSTRIAL
<br />brew" w
<br />JLD
<br />Scored line if
<br />(typ.) 1"
<br /><x°e°we
<br />w
<br />COUNTY OF SAN JOAQUIN
<br />owRwon w wrs: RaRxs
<br />o'• SEPT. 19
<br />6•• monolithic pour -w•� 6" Ba
<br />room
<br />Slope 1/4" 1'
<br />°""" "°' R -
<br />per
<br />finish V
<br />Six.
<br />NONE
<br />T (V
<br />y
<br />5/8" x 24' long steel ace is
<br />spaced 12" o.c., greased and 12" 12"1
<br />1/2" & 3 1/2" key '
<br />wrapped one side through unless
<br />poured monolithic
<br />every expansion joint.
<br />CURB, GUTTER & SIDEWALK
<br />6" x 6" W1.4 x W1.4 welded wire fabric
<br />smooth all edges of pipe openingA
<br />- 15' 2'-6" R/W Widening
<br />e 6„
<br />Driveway
<br />#5 Rebors (typical) iv 20' 40' Max.
<br />R/W
<br />N
<br />s 9 Warp 2'
<br />air
<br />Z, 'aa . R
<br />Wheelchair Ramp
<br />Heavy
<br />sh he lope the ramp.
<br />Lip
<br />E
<br />in a o m
<br />N a
<br />Expansion Joint
<br />P
<br />"1 Min. 3' Opening (See Note No 3) 12" wide border with
<br />A-.] 2' Gutter 1/4" x 1/4" grooves Weakened plane joint
<br />PLAN VIEW approx. 3/4" o.c. A on (L drive.
<br />4' Dia. Flow Line -3/4" Lip
<br />PLAN
<br />Standard storm drain manhole
<br />R/W
<br />refer to Standard Drawing r
<br />3' dio. No. D-17. 4' Dia.
<br />or sq. Grout to Foundation NOTES:
<br />,-.,, 3•• Dia. of
<br />IL` pipe I. The foundation shall be a minimum of 5for 44' O.D. pipe and smaller.
<br />3„ 2. For pipe larger than 4e 0.0., the foundation shall extend a minimum
<br />of B" beyond each side of the pipe.
<br />r 1 3. Opening to be 3' long x (I.D. of pipe) wide. up to 36" LD. pipe.
<br />For pipes larger than 36" I.D. opening to be 36" diameter or square.
<br />_ 2••� '~ or SADDLE -TYPE MANHOLE "
<br />FOR
<br />Class "B" Concrete a..•w JLD PIPE 24" DIA. AND LARGER
<br />8 8 Owwwl I,COUNTY OF SAN JOAQUIN ew SEPT. 1<.
<br />�" NONE nvwwrxr is. tows
<br />-w5' Min. � �5' Min.
<br />SECTION A -A SECTION A -A
<br />PIPES LARGER THAN PIPES 24" TO 36" DIA.
<br />36' DIA.
<br />2% Min -
<br />NOTE: SECTION A -A 8% Max.
<br />To be used only with approval from the Director of Public Works
<br />SPECIAL COMMERCIAL
<br />DRIVEWAY
<br />sw.» w JLD
<br />COUNTY OF SAN JOAQUIN 01i SEPT. 19
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<br />OF $9 SHEETS
<br />JOB NO.
<br />951064
<br />
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