|
0A
<br />T
<br />(A
<br />fJ 6
<br />0
<br />.0
<br />0
<br />4 - --- ----- —
<br />P1t?ker1o,--, Plof-1, No. A - eej
<br />7a oar r?
<br />01o, of curve and pip�
<br />to conform 'vvi�h
<br />oo o C e I P 10e 6", 0 h
<br />45'
<br />. . . . . . ....
<br />_7-
<br />_7
<br />Long rox;)_5
<br />5 (F C r/ 0 A/ A -A
<br />REVISION -DATE WOODBRIDGE SANITARY DISTRICT APPROVED BY,
<br />7 �I
<br />DATE: 7 F TYPE I CLEANOUT E N 0 eCri�
<br />DRAWN BY: KF IMPROVEMENT
<br />— -- ----- AT END OF LINE STANDARD NO, U 4
<br />-EHIECKED iY.'. TV
<br />Pllokerlor) No /),/0/ P'rome ond Cover-
<br />VV01)
<br />Plo Ve tr)em where"
<br />2 S 10 11r-ovelled WOV, /e(,)Ve
<br />/V7 61. C 0 V(j f, (0rilaave
<br />vo r r7 0 -0/ or-ouorj
<br />(,'0t)6r'dte Cooe,
<br />O r `
<br />_ �° f - �x�$FY'J � dew' �..%��G1,�a ar",�! i'
<br />4 r d i o is ea i t
<br />(Ir, I o 10 u f) ry Co t 7 c.,
<br />to
<br />/1,100 6-4/1.3
<br />/4
<br />0 e r trrt h lrtF R r,
<br />o�
<br />0 Oto
<br />, (V/ t rj b r., 0 (1,
<br />"//V
<br />,i', ("do
<br />R�IINDATewoo
<br />U01411009 5ANIrAl U15CHICT AP�POYCD OYI
<br />I el
<br />0
<br />Ar 9: _91 SAN I TAR Y SON&
<br />DRAWN BY,,IMPRQVEMENT
<br />MANIIOL�F. STANDARD NO, U- 2.
<br />REVISIONS BY
<br />DESIGN DRAWN BY
<br />-- - ��B-----
<br />IMITTED ,;, BY AfzuV,-r --8Y .'
<br />R,C,E, _�- 7-
<br />oir6cllor? o� flow
<br />v,111h
<br />coftcr'cle, o.,.5 5hown
<br />I
<br />EL E'VATION It,
<br />xal);ilav, a 4" , ?e /�, -;:ser 21''e,- � ✓
<br />'J Ne'w
<br />1'e,
<br />Ne4V h00k, UPS 011 CxI54tnq linea requtr-e,!a Cad e
<br />REVISION DATE APPMOVED BY'.
<br />Nole
<br />WOODBRIDGE SANITARY DIS , i I )
<br />DATE; –31711 _C -N 0 1 WE EP�
<br />DRAWN BY: AKF WYE BRANCH IMPROVEMENT
<br />STANDARD NO. U — 6
<br />ffire not
<br />required
<br />between
<br />these valves
<br />if within 10'
<br />of Ism
<br />miser
<br />Valve
<br />#10 AWG, single strand, soft drawn
<br />copper wire; bare along pipe, 4/64"See
<br />X te n (IP, luq
<br />polyvinyl chloride insulation outside
<br />and mark vv h 5 t�°'r:-
<br />PL A N
<br />f 7) o f- ke r 4
<br />valve box
<br />re—boir-, 94'
<br />VALVE
<br />A
<br />I
<br />EL E'VATION It,
<br />xal);ilav, a 4" , ?e /�, -;:ser 21''e,- � ✓
<br />'J Ne'w
<br />1'e,
<br />Ne4V h00k, UPS 011 CxI54tnq linea requtr-e,!a Cad e
<br />REVISION DATE APPMOVED BY'.
<br />Nole
<br />WOODBRIDGE SANITARY DIS , i I )
<br />DATE; –31711 _C -N 0 1 WE EP�
<br />DRAWN BY: AKF WYE BRANCH IMPROVEMENT
<br />STANDARD NO. U — 6
<br />ffire not
<br />required
<br />between
<br />these valves
<br />if within 10'
<br />of Ism
<br />miser
<br />Valve
<br />#10 AWG, single strand, soft drawn
<br />copper wire; bare along pipe, 4/64"See
<br />polyvinyl chloride insulation outside
<br />detail
<br />of valve riser pipe and into the
<br />below
<br />valve box
<br />VALVE
<br />DETAIL
<br />(.'over splice with
<br />electrical tope
<br />ins together
<br />or of fitting
<br />Insulation into
<br />S aldr red
<br />valve box (remove
<br />connection, bore
<br />(it splice)
<br />Wire cflonr pipe
<br />SPLICE
<br />DETAIL
<br />NOTES;
<br />1 ) Wire to be continuous between volvo lbo0,4,
<br />wept (11 noI
<br />I�()rq wire not to touch Yoloe§ air fil
<br />Locating wire to be ;o;rl '.at boI of trench,
<br />n1ox't to pipe,
<br />1)101vR0P&9 Z9,v A��NR�) /V N11U" Na
<br />..01;Pel,921tom
<br />LOCATOR WIRE
<br />INSTALLATION
<br />COQNIY OF SAN JQAOUIrJ
<br />,trAW.fll or P110110, w11 -lb
<br />DILLON ENGINEERING
<br />ENGINEERING PLANNING SURVETE
<br />rNG
<br />1820 W. KETTLEPAN LANE, SiI�Q Irl UIE
<br />L001, CALIFYI ORNIAII�I 95242
<br />II
<br />(209) 334--6613
<br />J,
<br />Concrete Thrust -
<br />Block
<br />P LA N "CHRISTY G -T of, equal
<br />v a k e box
<br />Mork 'W' at line location— 30" Side"valk
<br />7 4
<br />8" Min
<br />\1 2 Max
<br />2" Threaded Cop
<br />#5 reLar top arid bottom
<br />Cost iron cop topped 2" • 2" Cclv. Iron Riser
<br />"- -- Concrete or PVC pipe,
<br />Ir cut to fit (10" i,d min.)
<br />D t s
<br />o
<br />l \f-2
<br />7
<br />Goiv, iron 90' elbow
<br />2" Bronze gate valve
<br />2" Threaded
<br />iron nipple -24" with non rising stern,
<br />max. length STOCKHAM B-130 or approved
<br />"
<br />12" equal with 2operating nut
<br />NOTE: SECTMI
<br />For temporary blow -off use some concrete blocking but omit reinforcing bars
<br />R-1 By by
<br />III
<br />2" 131-0WO4 F
<br />JI -D
<br />COUNTY OF SAN JOAOUIN S, Pr. 1;091
<br />DfT�TUENI Of PUMjC WORS
<br />Street R/W
<br />Metal lid on
<br />all meter boxes
<br />Christy C-20
<br />Exist, Ground lid, or equal
<br />Bottom of Ditch Christy 812 box,
<br />(if any) or equal meter
<br />Meter
<br />Angle
<br />I
<br />ry Stop
<br />Service Line
<br />3/4" Min. Size
<br />-Connection.
<br />Adaptor /8" 0 x 36" Rebar with
<br />Corporation 2 hose clannips 12" apart
<br />Stop —24" min conver below bottom
<br />Service Clamp of ditch (if any)
<br />I" or lar
<br />a u b I e 5 Ir'nerr)
<br />NOTES:
<br />1. Service line material shall be type I copper", polyethylene
<br />or polybutylene plastic. ,
<br />2, Plastic pipe up to 1 1/4' LID. service shall be ultra high
<br />molecular weight (UHMW),,PoIyethlene as manufactured by
<br />Driscopipa", Orangeburg or approved equal with minimum
<br />pressure rating of160 psi,
<br />3. Plastic pipe for 2" I.D. service shall be P8 2110
<br />Polybutylene minimum approved equal with minimupressure
<br />rating of 160 psi.
<br />4, Corporation
<br />orpor ation stop sholl have corporation cock threads,
<br />5, Angle stop shall have swivel nut and lock wings,
<br />6• Angle stop shall be vertically plumbed,
<br />7, Site of service line shall be as required by the County,
<br />8, Mueller Insto-tite fittings shall conform to ASTM
<br />designation D 2239,
<br />9, Meter shall be Precision Meter Inc. model PPM 5/8`x3/4"
<br />with attachr-nent connector spuds,
<br />10, Lockable corp9ration cock will precede the meter and entire
<br />setup will be in the confines of the water box,
<br />11, Nor) metallic services shall have a No, 10gau e solid, bare,
<br />soft drawn copper wire laid along the service 1?ne, arid cocessible
<br />in the meter box,
<br />nm. auvromk MY
<br />WATER SERVICE
<br />JLD
<br />ZT,
<br />COUNTY Or SAN JOAC(JIN
<br />None W 1
<br />GENERAL NOTES'.
<br />I. CONTRACTOR SHALL RECEIVE AN APPROVED SET OF PLANS AND SPEC-
<br />IFICATIONS PRIOR TO BEGINNING CONSTRUCTION.
<br />2. THE EXISTING UNDERGROUND UTILITIES WERE PLOTTED FROM AVAILABLE
<br />RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING
<br />ALL UTILITY AGENCIES TO MARK THEIR FACILITIES IN THE,FIRD
<br />BEFORE ANY EXCAVATION. THE CONTRACTOR SHALL NOTIFY AND CO-
<br />ORDINATE ALL WORK WITH ANY AGENCY REQUIRING REMOVAL OR
<br />RELOCATION OF THEIR UTILITIES. PACIFIC BELL, P. G. & E.,
<br />LODI CABLE T. V., WOODBRIDGE SANITARY DISTRICT AND MOKELUMNE
<br />ACRES MAINTENANCE DISTRICT. U.S.A. (800) 642-2444.
<br />3® CONTRACTOR AGREES THAT HE SHALL, ASSUME SOLE AND COMPLETE
<br />RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF
<br />CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY FOR ALL
<br />PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY
<br />CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS AND
<br />THAT CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER,
<br />COUNTY AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY,
<br />REAL OR ALC -EDGED, IN CONNECTION WITH THE PERFORMANCE OF 14ORK
<br />ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE
<br />NEGLIGENCE OF THE OWNER OR THE ENGINEER.
<br />4® NO MATERIALS RESULTING FROM TAPPING PROCEDURES MAY ENTER
<br />DISTRICT SEWER.
<br />5 PRIOR TO PERFORMING ANY WORK IN CAROLINA STREET-,CHES'TNUTS'TOL.IVE-CT,
<br />A1`403TAiNicP FROM THE SAN JOAQUIN COUNTY
<br />m -r I -r 4�, HALL F) F,
<br />DEPARTMENT OF PUBLIC WORKS.
<br />6. INSTALLATION OF ALL SANITARY SEWER IMPROVEMENTS SHALL CONF=ORM
<br />TO "THE STANDARDS OF THE WOODBRIDGE SANITARY DISTRICT. ALL SUCH
<br />WORK IS SUBJECT TO INSPECTION BY THE DISTRICT ENGINEER. THE
<br />CONTRACTOR SHALL NOTIFY DISTRICT ENGINEER 48 HOURS PRIOR TO THE
<br />COMMENCEMENT OF ANY WORK ON THE SANITARY SYSTEM, (209) 946-0268.
<br />7. PIPE TYPE AND STRENGTHS ALLOWED FOR UNDERGROUND UTILITIES,
<br />UNLESS OTHERWISE SPECIFIED ON PLANS, ARE AS FOLLOWS: SANITARY
<br />SEWER (SS) - PVC, PER ASTM D3034, SDR35. STORM DRAIN (,M PV C.
<br />WATER - C,I,PC.P, A.C.P, RCP, CS.[?, PVC.
<br />8. OWNER SHALL REIMBURSE CONTRACTOR FOR ANY SANITARY DISTRICT
<br />INSPECTION FEES OR ENCROACHMENT PERMIT FEES.
<br />9 SANIrARY SEWER TO BE BACKFILLED WITH CRUSHED ROCK 1' AE30VE
<br />THE TOP OF PIPE,
<br />NOTES.
<br />1. The struCtil l section shall be determined
<br />by the read ay design standards and
<br />Standard Drawing No. R-27.
<br />2. For curb, gutter and sidewalk details, refer to
<br />Standard Drawing No. R-5 and R-6.
<br />50't
<br />R/W
<br />8 4'
<br />mm Two Co�,411EC;
<br />PER HF -VIA 2-4
<br />A
<br />44
<br />V:e"
<br />1\11,14� 9 P
<br />j I
<br />? 11 P C_ PC, T41 t1
<br />LE� 49—
<br />APPROVED BY:
<br />(SANITARY SEWER DETAILS ONLY)
<br />DATEDZ
<br />0
<br />Al
<br />KEN KJELDSEN, EN61NEER
<br />WOODBRIDGE SANITARY DISTRICT
<br />SHEET OF
<br />JOB NO, 9037
<br />FILE NO,
<br />\\+
<br />0
<br />J,
<br />Concrete Thrust -
<br />Block
<br />P LA N "CHRISTY G -T of, equal
<br />v a k e box
<br />Mork 'W' at line location— 30" Side"valk
<br />7 4
<br />8" Min
<br />\1 2 Max
<br />2" Threaded Cop
<br />#5 reLar top arid bottom
<br />Cost iron cop topped 2" • 2" Cclv. Iron Riser
<br />"- -- Concrete or PVC pipe,
<br />Ir cut to fit (10" i,d min.)
<br />D t s
<br />o
<br />l \f-2
<br />7
<br />Goiv, iron 90' elbow
<br />2" Bronze gate valve
<br />2" Threaded
<br />iron nipple -24" with non rising stern,
<br />max. length STOCKHAM B-130 or approved
<br />"
<br />12" equal with 2operating nut
<br />NOTE: SECTMI
<br />For temporary blow -off use some concrete blocking but omit reinforcing bars
<br />R-1 By by
<br />III
<br />2" 131-0WO4 F
<br />JI -D
<br />COUNTY OF SAN JOAOUIN S, Pr. 1;091
<br />DfT�TUENI Of PUMjC WORS
<br />Street R/W
<br />Metal lid on
<br />all meter boxes
<br />Christy C-20
<br />Exist, Ground lid, or equal
<br />Bottom of Ditch Christy 812 box,
<br />(if any) or equal meter
<br />Meter
<br />Angle
<br />I
<br />ry Stop
<br />Service Line
<br />3/4" Min. Size
<br />-Connection.
<br />Adaptor /8" 0 x 36" Rebar with
<br />Corporation 2 hose clannips 12" apart
<br />Stop —24" min conver below bottom
<br />Service Clamp of ditch (if any)
<br />I" or lar
<br />a u b I e 5 Ir'nerr)
<br />NOTES:
<br />1. Service line material shall be type I copper", polyethylene
<br />or polybutylene plastic. ,
<br />2, Plastic pipe up to 1 1/4' LID. service shall be ultra high
<br />molecular weight (UHMW),,PoIyethlene as manufactured by
<br />Driscopipa", Orangeburg or approved equal with minimum
<br />pressure rating of160 psi,
<br />3. Plastic pipe for 2" I.D. service shall be P8 2110
<br />Polybutylene minimum approved equal with minimupressure
<br />rating of 160 psi.
<br />4, Corporation
<br />orpor ation stop sholl have corporation cock threads,
<br />5, Angle stop shall have swivel nut and lock wings,
<br />6• Angle stop shall be vertically plumbed,
<br />7, Site of service line shall be as required by the County,
<br />8, Mueller Insto-tite fittings shall conform to ASTM
<br />designation D 2239,
<br />9, Meter shall be Precision Meter Inc. model PPM 5/8`x3/4"
<br />with attachr-nent connector spuds,
<br />10, Lockable corp9ration cock will precede the meter and entire
<br />setup will be in the confines of the water box,
<br />11, Nor) metallic services shall have a No, 10gau e solid, bare,
<br />soft drawn copper wire laid along the service 1?ne, arid cocessible
<br />in the meter box,
<br />nm. auvromk MY
<br />WATER SERVICE
<br />JLD
<br />ZT,
<br />COUNTY Or SAN JOAC(JIN
<br />None W 1
<br />GENERAL NOTES'.
<br />I. CONTRACTOR SHALL RECEIVE AN APPROVED SET OF PLANS AND SPEC-
<br />IFICATIONS PRIOR TO BEGINNING CONSTRUCTION.
<br />2. THE EXISTING UNDERGROUND UTILITIES WERE PLOTTED FROM AVAILABLE
<br />RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING
<br />ALL UTILITY AGENCIES TO MARK THEIR FACILITIES IN THE,FIRD
<br />BEFORE ANY EXCAVATION. THE CONTRACTOR SHALL NOTIFY AND CO-
<br />ORDINATE ALL WORK WITH ANY AGENCY REQUIRING REMOVAL OR
<br />RELOCATION OF THEIR UTILITIES. PACIFIC BELL, P. G. & E.,
<br />LODI CABLE T. V., WOODBRIDGE SANITARY DISTRICT AND MOKELUMNE
<br />ACRES MAINTENANCE DISTRICT. U.S.A. (800) 642-2444.
<br />3® CONTRACTOR AGREES THAT HE SHALL, ASSUME SOLE AND COMPLETE
<br />RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF
<br />CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY FOR ALL
<br />PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY
<br />CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS AND
<br />THAT CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER,
<br />COUNTY AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY,
<br />REAL OR ALC -EDGED, IN CONNECTION WITH THE PERFORMANCE OF 14ORK
<br />ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE
<br />NEGLIGENCE OF THE OWNER OR THE ENGINEER.
<br />4® NO MATERIALS RESULTING FROM TAPPING PROCEDURES MAY ENTER
<br />DISTRICT SEWER.
<br />5 PRIOR TO PERFORMING ANY WORK IN CAROLINA STREET-,CHES'TNUTS'TOL.IVE-CT,
<br />A1`403TAiNicP FROM THE SAN JOAQUIN COUNTY
<br />m -r I -r 4�, HALL F) F,
<br />DEPARTMENT OF PUBLIC WORKS.
<br />6. INSTALLATION OF ALL SANITARY SEWER IMPROVEMENTS SHALL CONF=ORM
<br />TO "THE STANDARDS OF THE WOODBRIDGE SANITARY DISTRICT. ALL SUCH
<br />WORK IS SUBJECT TO INSPECTION BY THE DISTRICT ENGINEER. THE
<br />CONTRACTOR SHALL NOTIFY DISTRICT ENGINEER 48 HOURS PRIOR TO THE
<br />COMMENCEMENT OF ANY WORK ON THE SANITARY SYSTEM, (209) 946-0268.
<br />7. PIPE TYPE AND STRENGTHS ALLOWED FOR UNDERGROUND UTILITIES,
<br />UNLESS OTHERWISE SPECIFIED ON PLANS, ARE AS FOLLOWS: SANITARY
<br />SEWER (SS) - PVC, PER ASTM D3034, SDR35. STORM DRAIN (,M PV C.
<br />WATER - C,I,PC.P, A.C.P, RCP, CS.[?, PVC.
<br />8. OWNER SHALL REIMBURSE CONTRACTOR FOR ANY SANITARY DISTRICT
<br />INSPECTION FEES OR ENCROACHMENT PERMIT FEES.
<br />9 SANIrARY SEWER TO BE BACKFILLED WITH CRUSHED ROCK 1' AE30VE
<br />THE TOP OF PIPE,
<br />NOTES.
<br />1. The struCtil l section shall be determined
<br />by the read ay design standards and
<br />Standard Drawing No. R-27.
<br />2. For curb, gutter and sidewalk details, refer to
<br />Standard Drawing No. R-5 and R-6.
<br />50't
<br />R/W
<br />8 4'
<br />mm Two Co�,411EC;
<br />PER HF -VIA 2-4
<br />A
<br />44
<br />V:e"
<br />1\11,14� 9 P
<br />j I
<br />? 11 P C_ PC, T41 t1
<br />LE� 49—
<br />APPROVED BY:
<br />(SANITARY SEWER DETAILS ONLY)
<br />DATEDZ
<br />0
<br />Al
<br />KEN KJELDSEN, EN61NEER
<br />WOODBRIDGE SANITARY DISTRICT
<br />SHEET OF
<br />JOB NO, 9037
<br />FILE NO,
<br />
|