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6"x 6"- W 14 x *14 welded wire fabric
<br />12' Minimum
<br />30� lemuirrkrn
<br />E•ponvon Joint A
<br />I
<br />Warp I
<br />' Sidewalk ,
<br />Gutters l
<br />--- �--+
<br />F_ 3' 0�42' U E A 2
<br />Variable
<br />tills„ R �—
<br />Joint
<br />/backfill Will) molenols equul to or
<br />EP Streel R/W I belief than the existing pavement
<br />In quolily and IhiCknnsb.
<br />FO R ADDITIONAL DETAILS SEE SP E C I F I CAT 10 N S E.,et. Ground nstatl Metter Existing Pavement
<br />Meler Box per.S.J. Co.
<br />(�Il7T7JT/Ti«�•rTr� Standard
<br />u110h / b, �� - 6"i-- Compact In 12" max. layers -
<br />., ;. cj \\,r1to a min. relative compaction
<br />'An9k (Typ I - of 95x under pavement and
<br />Stop-
<br />ahoulders, and 90%3' -r- -- 4' -"r• - 3' '-}•I'�onnection outajdc shoulders.
<br />unuha, Rory lrusil", `doDtor
<br />Compaclin24 max. layers'
<br />..�
<br />L-1
<br />' 6 4' —►{ L,°- - AdoConMcllon 2 how clomps 12" oporl >_to a minimumVIEW A -A ¢ Lip�'` Sw Note • I pierr—p/elative cont ocionwith 45' 24` Mm. Corer Allow DOflpn / of 85Caporollon d�,bevel with �e�r'r_ .. --T ., :; ,...,�.,L ... ,'• ;,�.• Slop of oiicn lit any) p l --
<br />4" chamtr r -- — ,
<br /></ �— � -- - - Compact m 6" layers
<br />- ` —
<br />4 /
<br />\, 2z`— _- to a minimum
<br />o Service I
<br />r
<br />20"Clomp U" or larger 0 i1 10 relative eompaaiorl 0" 0 D 10"
<br />VIEW B -B Iii Double Strap) l 0 Dt_20" Min of 90•x. MinM
<br />0.0+20" Mnm.
<br />I
<br />1 I ApDrat 4" or S y w:M".2eat. NOTES r BS�f'SPfCSATfRIAL
<br />1• 12• QC' ----------'-'--, - IPloslicpipeuptol;61 service Mall be ultra hi n molecular weight (UHMW) RIGID CONDUIT FLEXIBLE CONDUIT
<br />Warp `� Sidewalk I Expansion Joint Typical L 4 - - - - __ ___ \ , Polyethylene as manufactured by "Driscopipe" 'brongeburq" or approved equal
<br />I 5' .. _ , with minimum pressure rating of 160 psi.
<br />MIN - \ ;;x [ :;!I •I i'• •• i::., y 1- •� 2. Plastic pipe for 2" I.D. service Mall be PB 2110 Polyoutyono or approved
<br />\\ + Ap A --� -_ --- equal with minimum pressure rating of 160 psi.
<br />4 z `I 3. Corporation slop flail have corporation cock threads.
<br />\� Curb andi- I U i•� 4. Angle stop shall have swivel nut and look wings. NOTES
<br />Gutter Line - \ GROOVING DETAIL . I LLLJJJ UUUU I Relative cam y
<br />\ 0 ", I r 129 3 5. Angle atop shall be vertically plumbed_ Duction of materials shall be tested b the State of California,
<br />\ Grooved in a herringbone •_,- I e 6. Sue of service line aholl be asrequlted by the County. Dept. of Transportation Testing Manual, test method No California 216 of 231
<br />Gutter Pattern with 1" jjj
<br />% \ �Do 4 grooves opprox. \ I 1 Ll L 7. Mueller Inata-tits Wmedton slgll eonlorm to ASTM L4slgration D 2239. 2 All existing pavement shall be nearly cut to line prior to french excavation.
<br />I}"O.C. ; poses anal" be / 3 Jetting or policing will W permitted within the street Right of Way with 3 year bond.
<br />3' _01 •j>�
<br />aligned
<br />t aW� porael to crosswalk ---- �� SECTION A -A WATER SERVICE 4. When shown by sal composition and compaclibility, ninety percent (90%1
<br />S.NS� \ x' ' � 7- '� compaction may be used, when approved by the Director d Public Works.
<br />PLAN ,,-1,0C NOTES I w+.� otypeatgrate may be -- Variable --- -�1'
<br />so, 4 Grooves opprox. ..
<br />4 B 2. Grate aholl be fastened to fromeTY PI CAL TRENCH DETAIL
<br />' •�\• with 16•m1' beat -treated chain S
<br />• +R/W Pj ` aL Cost Iron Lid
<br />N a�-• \ or /
<br />\
<br />12' proof, mochmed
<br />' � ». A- - - - j Propst�Lut� _ PLAN i i
<br />C ? Vows box, From* and Lid O FOR ALL STREET seoi,n surface
<br />L
<br />Back d Wolk Curb Lin I 4, J R1 q
<br />'Refer to Improvement Standard No. E-2
<br />„• • brook -Off Joint LOCATIONS-
<br />/ 2 above ground lin
<br />/ Expansion Joint Typical G. 14 t
<br />Gutter Line --
<br />ELEVATION01 �h �� "+ p \
<br />2" As hall Concrete
<br />f- .—��
<br />e L ��--F,msnd Grade
<br />Face of Curb---' Water Moire Conerste Anchor Block to' -
<br />w
<br />_ 5'- 6` 2'-0° - _. - Flanged by Ring -Tete Adoptur
<br />Crosswalk •y- Caic Tnrusl Block- ( As Required 1 ConC Thrusl Block
<br />I - �R, I. I- 11 f •N �FOR OFF STREET
<br />Slope /4 per 1' ry NOTES: „ „ Refer to Improvement 6 Flanged or Flanged by Refer to Improvement
<br />Standard No. E-3'. i
<br />Slondard No. E-3 Ring -Tice Got# Volvo ,I LOCATIONS
<br />-i -w _ i 1 v _ f�•- _ - •r • '-Tif co No. 11 Tee or Equal.
<br />I. 6 Romp for 4y rlturb Might Ind2%sidewalk slope. Far 6” evD Might either w# B' romp or transition waI_ NOTES Concrete Bose to De
<br />curb Mi t to 4- from ex Extensions
<br />around Valve Box.
<br />--� qh ! pension piM to beginning of romp. $ �� I. Fue Mytlrnnts shall be placed with *4" outlet facing ddd
<br />Concrete Base not
<br />I Fir
<br />towards the street. necessary when Volvo
<br />2. Catch besins oM cher obshucte@e ore not to be located rllhln the wheelchair path area. L :i u.oJ _�
<br />_ 2 Fire Hyarants shall De Ueon and free of concrete. Bok is located In Dock
<br />SECTION A -A 3 S.# Standard 6-4, B- 5, or 8-6 for Curb, Gutter & Sraeralk Details; ofd Stats Standard Plan NO -B for 3 Fva RyCranK !o be Anencan Darling Model B 628, Dresser M 9 H Style 929 of 6idewolk.
<br />other detatb. "Reliant", Mueller "Centurion" or "hbdern Center or e9previed equal (2-2!2"
<br />SECTION B -B d 1-4" outlets) Use LongBcachWet Barrel FH (W60dbr4ge)
<br />TYPICAL COMMERCIAL DRIVEWAY HANDICAP RAMP Dr ether axe required by the lea Fire District.
<br />.�., FRAME 81 GRA `E 4 All Hydrants "1I be pointed OSHA safety yellow or as
<br />1
<br />NOTE All rade 3 unless f
<br />W- Wafer line
<br />4 zS - Saoi►o.+y Sewer Ii
<br />otherwise noted G - Gas line
<br />Depressed later "W". "S'; In
<br />curb to identify service locations -- -- ---
<br />1 0" 22' —__J
<br />J- Vertical Curb of Returns
<br />I, �IBroom Finish _
<br />10 "R 1 CC Lel
<br />e l Line
<br />rR
<br />_11
<br />yr[ C r
<br />TN
<br />r T
<br />e
<br />_-A
<br />Dowole-e5 or D,o if 24 paced 12`a c
<br />groused and wrapped one side through
<br />every expansion join@ 6"
<br />(STANDARD STORM DRAIN INLET) re"red by ;owl Fire District.
<br />p,rechon of flow
<br />F.I R E HYDRANT„�NOTES:
<br />r _ SWyy�e�t with 'I
<br />- n a l I Valve Dox and Lid Mau be Christy Na G5, Brooks No. IRT or 4 -TT, or equal
<br />mnMte d shown - J
<br />°'•^^• 2. All Lids and Grade Rings shall hove machined semmg surfaces.
<br />i a,,,,,r,lFr•fe.n.n V THRUST BLOCK DETAILS supplied D
<br />eA.w/rLn„,+ya:„ I--- 3. E>tenswns Mou De as monuloctured for me Valve Box su hod or Pipe of correct
<br />no
<br />2 LA"rrA,. e.wAlk
<br />site con be used.
<br />Threaded , � VALVE BOX
<br />300 MIN ii u[."-ovfP;.,j I,#�
<br />6"� i I -� 4s• Max.
<br />TOP OF CURB 24" 30"1. o, 36"
<br />` ariend fo ar p/ug, �...\ -/ • [ J • . .� ,r _ . —•—
<br />unit mark =-1h stet/ L/mo cul Ris[r • • y
<br />FLOWUNE 9” [-n•r, te'bng) F/ be Ypin/ . [ . . [T�-1 `"y0
<br />I
<br />GUTTER I II EXPANSION
<br />EXPANSION JOINT 2 , [� • I • I 1' M -
<br />MAI N
<br />►' �OO E �Aj I
<br />\\ / /. , D
<br />JOINT � -• 5[�•� �.f.r.l IV Ire TYPICAL, SECTION THRU �-
<br />"I�i CAST IRON BEN TEE OUTLET DEAD END THRUST BLOCK z'R(hD1 v-4.
<br />1. C/eon-oaf riser,hAff be }h[ ,Ante stye. A, ihr se.."Ar lA/ero/
<br />LIP OF GUTTER CATCHBASIN ASSY TO BE SET
<br />1-1/2” BELOW FLOW LINE OF "•'; i
<br />PLAN GUTTER.
<br />EtEV9T/ON Q -
<br />Nole:
<br />24" nor, hook ups sir cxisim9 Imes requires saddles
<br />w OOD V/DVEE eRAIJAft DISTRICT
<br />'1 9° 2" MIN. �-
<br />3-1/4" THROAT OPENING 15 3/16"
<br />1" -J-
<br />6-1/4" �., '. .,.:f• o o - - — _-:
<br />/r DIA. n DoTO HOLD GRATE -
<br />BOLT n GRATE IN PLACE 'I = if ?`
<br />WOOD•IIIII SAWTARY DISTRICT
<br />ANOUT'RISER
<br />MONOLITHIC BEVEL TYPE
<br />24" DIA. _ -m-m •.. 6 ,vrnrn.�zr
<br />CURB 8 GUTTER CONC. PIPE2'-(r MIN,
<br />(SEE NOTE' :{ 25 1/2" • ` 2- Coat Iron From* and Cover
<br />�'
<br />7'-0' Mia NO. 5) T • • s ftNu to Improvemenet Standard
<br />1?" DIA. No., 0-4
<br />---}�-- MIN. SW0.0} y7/%T
<br />4' 0" M finish (Sidewalo) 12" I 2' 0" - - -- &sere Finish MIN. BOSS- -1
<br />Broom Finish Per
<br />I w 1 - rl - At Returns 12" 'I •.
<br />Slope I I, 17" 1 I" ' r
<br />I -Level Line 33"
<br />o . l•
<br />10i"R I sin •
<br />o t l�
<br />reM
<br />I =;v i f ' + � �`•r �' 3" Existing
<br />PoverGround ■ -/ x 6' Botta 2-
<br />6" I- 12" — — SECTION
<br />------
<br />spaced PLAN 0 F FRAM E 6 w B" L D Pipe
<br />dla. a 24" " ar °
<br />Dowers- S or 3
<br />. s
<br />de greosed and wrapped
<br />one12 "
<br />one side through every NOTES:
<br />expansion rant MONOLITHIC BEVEL TYPE _ ` �' • r 6' Paved - In- •. __: ' A�
<br />1. ALL EXPOSED STEEL SHALL BE COATED WITH 2 COATS OF COAL TAR PITCH = -�= - - - - Place Concrete
<br />CURB. GUTTER G SIDEWALK HEATED TO A MINIMUM OF 180a F OR GALVANIZED. AMERICAN DUTCH FOUNDARY ' k Ski (Claw _ ' T %
<br />2. GRATE, FRAME AND MODIFIED SIDE INLET SHALL COMFORM TO PINKERTON A-645 FRAME i Plow A _ _ _ "Be Concrete) i
<br />NOTES WITH EITHER A-390 RIVITED OR A -390-M FABRICATED STEEL GRATE. ; ^�
<br />1. Construct a 3. GRATE SHALL BE CHAINED TO FRAME, " ' ..Bo torn 0/ Trench
<br />tlp*nsion pints O 200' ffsoaielmyt eh1 p telrstrs, erorrd 69M poles, �J�
<br />hydfsea OW OAer floor *Nape of "mostilL 4. GRATE SHALL BE' DEPRESSED 1-1/2" BELOW GUTTER PROFILE GRADE. I
<br />2 Trareverse woseswsd Pismo ]slots dye a5. 24" PIPE BARREL SHALL BE CLASS II R.C.P., OR CLASS 2 OR 3
<br />*osdrsolN A 12 mnsaYslrn
<br />interview. NON -REINFORCED CONCRETE PIPE. TYPIQAAL LAMPMOLE INSTALLATION
<br />�
<br />CURB GUTTER S SIDEWALK CLEANOUT AT MAIwee I to
<br />NZ
<br />SUBDIVISION STREETS STANDARD STORM D6? IN INLET TYPICAL SANITA'Ry SW
<br />EERIF
<br />THRUST,
<br />BLACK
<br />DIMENSIONS
<br />FITTINGS
<br />1 A
<br />w8w
<br />FI fT_INGS
<br />An
<br />saw
<br />6" LINE and 4"Onsite
<br />22 I/?o
<br />LINE
<br />I' - 6' 1'- 6e
<br />100 LIME
<br />22 I '
<br />3'-0
<br />2'- 0"
<br />450
<br />2'- Do
<br />27-F
<br />450
<br />4-0"
<br />1 3'-0"
<br />900
<br />3-0
<br />-6
<br />90'
<br />S'-6
<br />4 0
<br />TEE OUTLET
<br />3 '-0
<br />�2 - 0
<br />TEE OUTLET
<br />4' - 0`
<br />4' - 0"
<br />OF- END
<br />3 -
<br />_ - 0
<br />DEAD END
<br />4'-0'
<br />1 4'-0'
<br />80 LINE
<br />12 LINE
<br />Z2 1120
<br />2'-O'
<br />2'-0"
<br />221/' ---3'-0`
<br />3'-0.
<br />45'
<br />3-0
<br />2'- So
<br />430
<br />4'-6
<br />4-0"
<br />_TEE OUTLET
<br />3, - 6R
<br />3-
<br />TEE OUTLET
<br />5-6Y
<br />4 0
<br />DEAD END
<br />3 -6
<br />3- 0
<br />DEAD END
<br />5- 6
<br />4- 0
<br />TOTES I All thrust blocks shall be poured
<br />against undisturbed sod and $hail
<br />be Class "B" Concrete
<br />2 Thrust block dimensions Were
<br />calculated to allow 0 sod
<br />bearing vokN of 1,000 pounds
<br />Per square toot
<br />e 5 Rebar a top and bottom
<br />t,p� ,ilii °{��"
<br />-IN l �'� ^ev"
<br />+
<br />19638
<br />THRUST 8f_OCK DETAILS
<br />NO DATE REVISIONS BY DESIGN DcV::N By APPROV�C: Henry M. H1Tata RICE No. 21258
<br />-- — - BA. UMBACH & PIAZZA DETAIL SHEET
<br />--- l 9 ---
<br />CIVIL ENGINEERS -- 3URVI!YORS
<br />ti ----- /Q �j� --- - _ - ---------- - 323 W. ELM ST., L ODI, CALIF 95240 FH 209.366.6618
<br />R C E L/ _LLQ UAT E _�=/�;90 i c st s , y- ,
<br />A JC.: U til COUNTY ":RECTOR 0= PUNLIC r:'OPKS
<br />TYPICAL STREET SIGN
<br />NOTES I
<br />I One tlrett sign ,s regwreJ
<br />at each ,ntsisectlon
<br />2 Block cirrous are to be ocguired
<br />from the San Jooquln County Deport-
<br />- - hent of Plarwry and Building Inspector.
<br />3 See improvenrerlf pians for location
<br />ST of STOP signs, when required.
<br />MAIN100 E 4The lersgth of the street sign voues
<br />due to the length of the street
<br />name
<br />/Edge of Pavement,
<br />Back of Sidewalk
<br />° or Bock of Curti
<br />i
<br />O
<br />e_
<br />sire +
<br />i-
<br />Street
<br />r.
<br />Sign -ace•:on
<br />5ep Handicap Ram
<br />Detail for R
<br />SNS locatio71 . ns
<br />ro
<br />2 10 pipe a STREET SIGN POST
<br />LOCATION DETAIL
<br />c
<br />TYPICAL STREET SIGN
<br />INSTALLATION
<br />STANDARD STREET SIGN DETAILS
<br />"
<br />TOWN SQUARE " SHEET© OF
<br />JOB NO -
<br />FI
<br />NOE G-924
<br />i
<br />
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