|
62464
<br />Tw of pavenunt •redo
<br />Protest r•lntora•d concrete
<br />podo adjustment rings
<br />20. 30, 4' S '6' s"1"
<br />its requited
<br />Roust reinforce
<br />d --
<br />concrete cons. 4.17
<br />i9
<br />AN pHs mortared did '{
<br />banded with mortar an
<br />both interior and exterior i!
<br />surfaces.
<br />Precast reinforced moolwla
<br />pipes, ASTM 0478, odpxft to
<br />pregr elowdan(I',2', 3',s
<br />Cat iron Frmle and Cover - rotor
<br />/ to bnprevement standard Na C•S
<br />on r
<br />d esetiare as "WWW Lowest ': I
<br />::. ;..%:-.:.::.:. _T
<br />4e4 �-Gom'B' Concrete for
<br />w
<br />beet foe -earl Naso
<br />cony M used if approved
<br />Iq tin Engineer.
<br />ELEVATION
<br />STORM SEWER MANHOLE
<br />'p NOTE: A i -d concrete care may be mod H approved by the Engineer.
<br />Concrete L. A
<br />ELEVATION
<br />• ROTE. A 1'-6a concrete eon• any be used if approved by ibe Enpbwer.
<br />TYPICAL SANITARY
<br />SEWER MANHOLE
<br />food" setenot \
<br />tri
<br />Cost Iron Frame And Cover
<br />{ k
<br />Refer to mlpw ld Standard No. C -S
<br />PAW
<br />Groove Food WIM Mofiw Bofors
<br />1
<br />Installing Cat Iron Froms And Cover
<br />i' ^!
<br />r V,
<br />4
<br />Precast Rsiefwoed Conarsts Grade
<br />EGOS/O�/ GO�(/TiiOG
<br />Adjustment EDP 2;3;4;8 8' High
<br />a
<br />at %=-W=
<br />2-ar`.
<br />WApproved
<br />SetioiamInnA ocsith
<br />am
<br />Section Tells
<br />rLL
<br />MonufoetuM Dknsnafare
<br />J
<br />All Joints Murtarod .And Bonded With
<br />'
<br />Matter Ow Both Interior And EofS$lan
<br />-
<br />Surfaces
<br />•'.
<br />h ornet Reinforced Concrete Manhole Pipes,
<br />emirs. m
<br />ASTM 0@4 C-476, Ajust To Roper Elavalio"
<br />4
<br />B 4' sections As Required.)
<br />4'-0• V.
<br />Water Tip" Jaime When Required.
<br />Dian. 't
<br />A
<br />lo•
<br />to a rAf"m
<br />r I
<br />relative caa•wcMen
<br />of 90 %.
<br />IA
<br />s'-li' -•I
<br />yCT10N -A
<br />Concrete L. A
<br />ELEVATION
<br />• ROTE. A 1'-6a concrete eon• any be used if approved by ibe Enpbwer.
<br />TYPICAL SANITARY
<br />SEWER MANHOLE
<br />food" setenot \
<br />tri
<br />C -C
<br />{ k
<br />IAS p.r. e
<br />PAW
<br />Compeel tal2"aabyers
<br />1
<br />awa��rer
<br />i' ^!
<br />r V,
<br />4
<br />OF VARYING
<br />EGOS/O�/ GO�(/TiiOG
<br />ST/iUG TURD
<br />a
<br />at %=-W=
<br />shooidon,aY SO%
<br />DESIGNED BY
<br />rLL
<br />J
<br />DRAWN BY
<br />Com illoctinesumMyers
<br />CHECKED BY
<br />Suntory sewer
<br />Matt
<br />TYPICAL "Yo JOINT
<br />SERVICE CONNECTION
<br />i
<br />1� II
<br />e.W a
<br />Expensive Jath lTyp.)
<br />NOTES:
<br />II Fremo O Grata shelf conform
<br />A b bnprwemeni Standard No. C-6
<br />s) Tee feet minimum blow finished grade
<br />M aw development. In existing streets,
<br />may be less !hm 2' with the
<br />cyprwal of the Engine
<br />31 M' pipe barrel shol beGots IN RC.P.
<br />W Close X A.C.P.
<br />SECTION A -A
<br />STANDARD STORM
<br />DRAIN
<br />d' Opnkq (too Nap No
<br />PLAN VIEW
<br />SECTION A-/1
<br />PIPES LARGER THAN 36" DIA.
<br />$form Sew Mwd$N. Rotor
<br />d+wam slwWrd MwOi-
<br />do Mia
<br />tee. Y Ceuente �-�
<br />SECTION B -B
<br />smo$m vel $does of pipe opening
<br />-a a Rebar (typical)
<br />4'
<br />SECTION A -A
<br />PIPES 2e TO 3e DIA.
<br />...m 1. ler i - -.k tenet moss, .e-mrwsw resp.
<br />$awes w "t wee low .w vepw it~
<br />swwe $even -I..- 's.a.% ave Seem, dwama M be a ,.ww.e"
<br />aw" was wwdw el.e T' w a a$.r$. w W. NOTES
<br />"pen'. L The foundation shell be a minim"m of Wfor Ste MO.
<br />pipe and smaller.
<br />L For.woke e' Saver. Sa re.sd, waerew,
<br />ho
<br />' mare Iva..slw eve cow sees
<br />love leve eN cow., L. Fa pips larger than 4400.0., the foundation *bell exiled a minlmum of B' beyond S4M
<br />a~ w w Is irsed "S~*. aide of the pipe.
<br />--tl$.�wt "cow dawlw w w.lw
<br />.p.wt rtpplls ave S. Opening to be 3' breg a 11.11 of pipe) s Ids. a S6I.O. pipe. Far larger thanmoom «N"1 n N M 1,04"d It fee bust" W.wn.
<br />t'wposes" code '"y.wnus$
<br />"Stott waves .somwel .f 71-e sus w ste.vwl 36'1.0.,
<br />opening to bis 36' Diameter or Square.
<br />ewwwm N weer Sa'.owls alas If -Or w scot
<br />1tela reAs saw SADDLE -TYPE MANHOLE FOR
<br />PIPE 24' DIA. AND LARGER
<br />sweet of wes,
<br />w Samos pose
<br />,•vat$ Al CLE.Al10UT INSTALLATION
<br />TYPICAL SANITARY
<br />SEWER DETAILS
<br />son
<br />1
<br />D 1 �
<br />eD KID
<br />�0
<br />Mond
<br />_v�Y�1..Yn \.v.•.!l .y+w..�
<br />8�
<br />---------
<br />WALL AROUND THE
<br />ENYIRE PERIMETER
<br />i 6 1
<br />SECTION 8-B L -------- ---=--I----------
<br />�- 8 TOE OF CHANNEL SLOPE
<br />__� TOP VIEW �_a-
<br />6 Ir► ------ I MITER CUT PIPE TO FIT _ M-
<br />FLUSH WITH SLOPE --
<br />��. ) i
<br />H= 6r -Oe MINIMUM
<br />H=2X PIPE DIA. CS/TO d)
<br />I I
<br />NOTES 1. USE CLASS .S, CONCRETE OR /
<br />GROUTED COBBLES AS SPECIFIED
<br />I /
<br />2 6X010 GA. WIRE MESH 6 / WIRE MESH
<br />THROUGHOUT CONCRETE
<br />I I
<br />COBBLET TOE OF CHANNEL SLOP /
<br />---T--------1
<br />I "'I 1'
<br />A
<br />u
<br />GENERAL NOTES:
<br />THE COUNTY OF SAN JOAQUIN STANDARD CONSTRUCTION SPECIFICATIONS AND IMPROVEMENT
<br />1. ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF
<br />STANDARDS. THE STANDARD DRAWINGS OF THE IMPROVEMENT STANDARDS SHALL SUPERSEDE
<br />1 THOSE OF THE STANDARD CONSTRUCTION SPECIFICATIONS WHERE DISCREPANCIES EXIST.
<br />2. PUBLIC SAFETY AND TRAFFIC CONTROL SHALL BE PROVIDED AND DIRECTED BY THE
<br />--- CONTRAC/TUR SAFE VEHICULAR AND PEDESTRIAN ACCESS SHALL BE PROVIDED AT ALL TIMES
<br />1 u DURING CONSTRUCTION.
<br />IH
<br />3. THE CONSULTING ENGINEER SHALL NOTIFY.THE COUNTY OF SAN JOAQUIN IMMEDIATELY UPON
<br />r CCOMPLETION OF STAKING. (PHONE 944-2281)
<br />4. THE CONTRACTOR SHALL NOTIFY THE COUNTY OF SAN JOAQUIN 48 HOURS PRIOR TO THE
<br />INTENTION TO COMMENCE WORK. THE CONTRACTOR SHALL NOT START ANY GRADING UNTIL
<br />THE COUNTY COMPLETES PRE -GRADING INSPECTIONS. (PHONE 944-2281)
<br />5. THE CONSULTING ENGINEER HAS VERIFIED IN THE FIELD AND HAS SHOWN HEREIN THE
<br />LOCATION AND ELEVATION OF ALL EXISTING STORM DRAIN FACILITIES PERTAINING TO
<br />THESE PLANS, EXCEPT WHERE NOTED OTHERWISE.
<br />THE CONTRACTOR OR ANY SUBCONTRACTOR FOR THIS CDNTRACT SHALL
<br />NOTIFY MEMBERS OF U.S.A. 48 HOURS IN ADVANCE OF PERFORMING EXCAVATION WORK BY
<br />CALLING THE TOLL-FREE NUMBER 800-642-2444. EXCAVATION IS DEFINED AS BEING 18 OR
<br />MORE INCHES IN DEPTH BELOW THE EXISTING SURFACE.
<br />7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING SURVEY
<br />MONUMENTS AND OTHER SURVEY MARKERS DURING CONSTRUCTION. ALL SUCH MONUMENTS OR
<br />MARKERS DESTROYED DURING CONSTRUCTION SHALL BE REPLACED AT THE CONTRACTOR'S
<br />EXPENSE.
<br />B. ALL SERVICE SEWERS SHALL HAVE 4.0 FEET OF COVER AT THE PROPERTY LINE AND SHALL
<br />BE TO THE CENTER OF THE LOT UNLESS OTHERWISE NOTED ON THE PLANS.
<br />F�.JR DETA/L DFD. /. CURB
<br />TRANS/T/OLA&SEE' s#rNO. /O
<br />FRONT VIEW SECTION
<br />C -C
<br />9. THE TYPES,
<br />LOCATIONS, SIZES AND/OR DEPTHS OF EXISTING UNDERGROUND
<br />UTILITIES AS
<br />Compeel tal2"aabyers
<br />0
<br />awa��rer
<br />ww�e,w..aw
<br />OF VARYING
<br />EGOS/O�/ GO�(/TiiOG
<br />ST/iUG TURD
<br />RELIABILITY. THE CONTRACTOR IS CAUTIONED THAT ONLY ACTUAL EXCAVATION WILL
<br />REVEAL THE TYPES EXTENT, SIZES, LOCATIONS AND DEPTHS OF SUCH UNDERGROUND
<br />at %=-W=
<br />shooidon,aY SO%
<br />IP
<br />�,'
<br />4
<br />- -
<br />Com illoctinesumMyers
<br />1� II
<br />e.W a
<br />Expensive Jath lTyp.)
<br />NOTES:
<br />II Fremo O Grata shelf conform
<br />A b bnprwemeni Standard No. C-6
<br />s) Tee feet minimum blow finished grade
<br />M aw development. In existing streets,
<br />may be less !hm 2' with the
<br />cyprwal of the Engine
<br />31 M' pipe barrel shol beGots IN RC.P.
<br />W Close X A.C.P.
<br />SECTION A -A
<br />STANDARD STORM
<br />DRAIN
<br />d' Opnkq (too Nap No
<br />PLAN VIEW
<br />SECTION A-/1
<br />PIPES LARGER THAN 36" DIA.
<br />$form Sew Mwd$N. Rotor
<br />d+wam slwWrd MwOi-
<br />do Mia
<br />tee. Y Ceuente �-�
<br />SECTION B -B
<br />smo$m vel $does of pipe opening
<br />-a a Rebar (typical)
<br />4'
<br />SECTION A -A
<br />PIPES 2e TO 3e DIA.
<br />...m 1. ler i - -.k tenet moss, .e-mrwsw resp.
<br />$awes w "t wee low .w vepw it~
<br />swwe $even -I..- 's.a.% ave Seem, dwama M be a ,.ww.e"
<br />aw" was wwdw el.e T' w a a$.r$. w W. NOTES
<br />"pen'. L The foundation shell be a minim"m of Wfor Ste MO.
<br />pipe and smaller.
<br />L For.woke e' Saver. Sa re.sd, waerew,
<br />ho
<br />' mare Iva..slw eve cow sees
<br />love leve eN cow., L. Fa pips larger than 4400.0., the foundation *bell exiled a minlmum of B' beyond S4M
<br />a~ w w Is irsed "S~*. aide of the pipe.
<br />--tl$.�wt "cow dawlw w w.lw
<br />.p.wt rtpplls ave S. Opening to be 3' breg a 11.11 of pipe) s Ids. a S6I.O. pipe. Far larger thanmoom «N"1 n N M 1,04"d It fee bust" W.wn.
<br />t'wposes" code '"y.wnus$
<br />"Stott waves .somwel .f 71-e sus w ste.vwl 36'1.0.,
<br />opening to bis 36' Diameter or Square.
<br />ewwwm N weer Sa'.owls alas If -Or w scot
<br />1tela reAs saw SADDLE -TYPE MANHOLE FOR
<br />PIPE 24' DIA. AND LARGER
<br />sweet of wes,
<br />w Samos pose
<br />,•vat$ Al CLE.Al10UT INSTALLATION
<br />TYPICAL SANITARY
<br />SEWER DETAILS
<br />son
<br />1
<br />D 1 �
<br />eD KID
<br />�0
<br />Mond
<br />_v�Y�1..Yn \.v.•.!l .y+w..�
<br />8�
<br />---------
<br />WALL AROUND THE
<br />ENYIRE PERIMETER
<br />i 6 1
<br />SECTION 8-B L -------- ---=--I----------
<br />�- 8 TOE OF CHANNEL SLOPE
<br />__� TOP VIEW �_a-
<br />6 Ir► ------ I MITER CUT PIPE TO FIT _ M-
<br />FLUSH WITH SLOPE --
<br />��. ) i
<br />H= 6r -Oe MINIMUM
<br />H=2X PIPE DIA. CS/TO d)
<br />I I
<br />NOTES 1. USE CLASS .S, CONCRETE OR /
<br />GROUTED COBBLES AS SPECIFIED
<br />I /
<br />2 6X010 GA. WIRE MESH 6 / WIRE MESH
<br />THROUGHOUT CONCRETE
<br />I I
<br />COBBLET TOE OF CHANNEL SLOP /
<br />---T--------1
<br />I "'I 1'
<br />A
<br />u
<br />GENERAL NOTES:
<br />THE COUNTY OF SAN JOAQUIN STANDARD CONSTRUCTION SPECIFICATIONS AND IMPROVEMENT
<br />1. ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF
<br />STANDARDS. THE STANDARD DRAWINGS OF THE IMPROVEMENT STANDARDS SHALL SUPERSEDE
<br />1 THOSE OF THE STANDARD CONSTRUCTION SPECIFICATIONS WHERE DISCREPANCIES EXIST.
<br />2. PUBLIC SAFETY AND TRAFFIC CONTROL SHALL BE PROVIDED AND DIRECTED BY THE
<br />--- CONTRAC/TUR SAFE VEHICULAR AND PEDESTRIAN ACCESS SHALL BE PROVIDED AT ALL TIMES
<br />1 u DURING CONSTRUCTION.
<br />IH
<br />3. THE CONSULTING ENGINEER SHALL NOTIFY.THE COUNTY OF SAN JOAQUIN IMMEDIATELY UPON
<br />r CCOMPLETION OF STAKING. (PHONE 944-2281)
<br />4. THE CONTRACTOR SHALL NOTIFY THE COUNTY OF SAN JOAQUIN 48 HOURS PRIOR TO THE
<br />INTENTION TO COMMENCE WORK. THE CONTRACTOR SHALL NOT START ANY GRADING UNTIL
<br />THE COUNTY COMPLETES PRE -GRADING INSPECTIONS. (PHONE 944-2281)
<br />5. THE CONSULTING ENGINEER HAS VERIFIED IN THE FIELD AND HAS SHOWN HEREIN THE
<br />LOCATION AND ELEVATION OF ALL EXISTING STORM DRAIN FACILITIES PERTAINING TO
<br />THESE PLANS, EXCEPT WHERE NOTED OTHERWISE.
<br />THE CONTRACTOR OR ANY SUBCONTRACTOR FOR THIS CDNTRACT SHALL
<br />NOTIFY MEMBERS OF U.S.A. 48 HOURS IN ADVANCE OF PERFORMING EXCAVATION WORK BY
<br />CALLING THE TOLL-FREE NUMBER 800-642-2444. EXCAVATION IS DEFINED AS BEING 18 OR
<br />MORE INCHES IN DEPTH BELOW THE EXISTING SURFACE.
<br />7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING SURVEY
<br />MONUMENTS AND OTHER SURVEY MARKERS DURING CONSTRUCTION. ALL SUCH MONUMENTS OR
<br />MARKERS DESTROYED DURING CONSTRUCTION SHALL BE REPLACED AT THE CONTRACTOR'S
<br />EXPENSE.
<br />B. ALL SERVICE SEWERS SHALL HAVE 4.0 FEET OF COVER AT THE PROPERTY LINE AND SHALL
<br />BE TO THE CENTER OF THE LOT UNLESS OTHERWISE NOTED ON THE PLANS.
<br />F�.JR DETA/L DFD. /. CURB
<br />TRANS/T/OLA&SEE' s#rNO. /O
<br />FRONT VIEW SECTION
<br />C -C
<br />9. THE TYPES,
<br />LOCATIONS, SIZES AND/OR DEPTHS OF EXISTING UNDERGROUND
<br />UTILITIES AS
<br />Compeel tal2"aabyers
<br />'b
<br />SHOWN ON
<br />THESE IMPROVEMENT PLANS WERE OBTAINED FROM SOURCES
<br />OF VARYING
<br />EGOS/O�/ GO�(/TiiOG
<br />ST/iUG TURD
<br />RELIABILITY. THE CONTRACTOR IS CAUTIONED THAT ONLY ACTUAL EXCAVATION WILL
<br />REVEAL THE TYPES EXTENT, SIZES, LOCATIONS AND DEPTHS OF SUCH UNDERGROUND
<br />s/6W-6;aaF
<br />Sl, -N- 641// -//WY
<br />CODE TYPE N-2
<br />/ h,4;2 Kiln^D&S TO ,fjC " HJ/G'E 45
<br />�l5/U6 2 42475 OF 'CX7Z=714aR 44<49
<br />CES/N///-6L0.:5 c/AMS."JWTA
<br />4rl ZE PX//'Eh
<br />J. 5Arf 1CADEd PLACED AT TNS
<br />TEr'M, /N,;70A' CEND,` DFA ROADWfJ"
<br />SN,^L'. BE S/GNED W/Tf/AW3/Sid,"
<br />NA.?i%DNL/til D/T A zAiUE OrPDl�
<br />6f/,^L% BF S/6NEL d•'/Tr. A TY�G N Z
<br />TYPE 'Ea
<br />PLACE AT 7,45 7EINATiti/G ATARDADa 4Y
<br />Y.If/EN .4G6Es5
<br />BARRICADES FOR
<br />NOTE" > lcow f/Ol/SE SERV/CE OFTA/L Sfe- %5//r A1.0. /0? TERMINATING STREETS
<br />2. FDR CURB d D. /. M4AIS/71ON DETA/L 6E6-
<br />S1/T SVD. /D.
<br />BENCH MARK: ELEVATION
<br />DATUM
<br />DESCRIPTION t
<br />'S'EE 07'EET /I/O. /
<br />T YP/CA1. S�C;r1OSI/
<br />NO SCALe
<br />g590 C01v/1-,4C7101V
<br />TY201KAZ
<br />NO
<br />eE TH/S Sf1�ET
<br />CUf�J3 � GUTT��
<br />NO .STALE
<br />W& L /A M HILL C/4
<br />VILLA CNAP414RAL
<br />UN/T NO. 2
<br />/VOTE UTILITIES. A REASONABLE EFFORT HAS BEEN MADE TO LOCATE AND DELINEATE ALL KNOWN
<br />TiS'BSE TYr/CfIL SEGT/ONSCOM�LY UNDERGROUND UTILITIES. HOWEVER, THE SPINO CORPORATION CAN ASSUME NO RESPONSI-
<br />W/TN T//E R�CO/'�MENDAT/O/YS' BY UTILITIES
<br />FOR THE COMPLETENESS OR ACCURACY OF ITS DELINEATION OF SUCH UNDERGROUND
<br />UTILITIES NOR FOR THE EXISTENCE OF OTHER BURIED OBJECTS OR UTILITIES WHICH MAY
<br />JN.KLeIIVF�LDzR T//E' /XOJECJs BE ENCOUNTERED BUT WHICH ARE NOT SHOWN ON THESE DRAWINGS.
<br />r'71.1.56 /EER e3lW 61r1416AN ",17
<br />V4ZIle Of B $/A ;94f1Ff/C /ND,,�r /0. CONTRACTOR TO EXPOSE END OF EXISTING SEWER AND DRAIN LINE FOR SURVEYORS TO
<br />Of d.Ofalf 5-4'eMOE/VT/AL 5T/ZEE75 VERIFY LOCATION AND ELEVATION PRIOR TO PLACEMENT OF PIPE. ALL COSTS OF SUCH
<br />AND TRAfF/C/NDEX Of5AfOR4/�S7R�S. EXCAVATION AND BACKFILL SHALL BE INCLUDED IN PRICE PAID FOR VARIOUS ITEMS OF
<br />WORK.
<br />DENOTES N/Jt'IBEf15 //• CONTRACTOR SHALL USE 4' PIPE LENGTHS IN CURVED SECTIONS. JOINT DEFLECTION SHALL
<br />I AND APi"RDX/M4TELDCA71,)N5 COMPLY WITH PIPE MANUFACTURER'S RECOMMENDATIONS.
<br />2� ?F TEST BOR/N6S, OR/LL L0 M. ANY WATER ENTERING THE SANITARY SEWER SYSTEM TO BE CONSTRUCTED UNDER THESE PLANS
<br />FOR F/PEV/OUS 1410552"1647IMS SHALL NOT BE DISCHARGED TO THE EXISTING SYSTEM. PLUGS MUST BE INSTALLED IN THE
<br />EXISTING MANHOLES AS NECESSARY TO PERMIT PUMPING THE NEW SYSTEM CLEAR OF WATER
<br />B-//- DENOTES N!/MBLi�S AND DEBRIS PRIOR TO ACCEPTANCE. CARE SHALL BE EXERCISED IN LOCATING PLUGS TO
<br />AND .4L�EIV0 �'/M59TFLDCAT/ONS AVOID INTERRUPTING SERVICE TO EXISTING CONNECTIONS. MORTAR OR BRICK PLUGS SHALL
<br />BE USED. INFLATABLE DEVICES ARE NOT SATISFACTORY.
<br />Of TEST So f/N6S. af1ZZ FP
<br />Al FOR T///S 11VVEST/GAT%ONS. /3. MANHOLES LOCATED OUTSIDE OF PAVED AREAS SHALL HAVE RIM SET 0.5 FEET ABOVE GROUND
<br />SURFACE.
<br />" /Q. ALL MANHOLES SHALL BE 48" IN DIAMETER, UNLESS OTHERWISE SHOWN ON THESE PLANS.
<br />2' I
<br />)I'%I /5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING ALL UTILITY COMPANIES AND/OR
<br />UTILITY DISTRICTS AS TO THE LOCATION OF ALL UNDERGROUND FACILITIES. CALL
<br />ii UNDERGROUND SERVICE ALERT (800) 642-2444 BEFORE DIGGING.
<br />/b• ALL APPLICABLE FEES TO BE PAID AND PERMITS REQUIRED SHALL BE OBTAINED BEFORE
<br />COMMENCEMENT OF CONSTRUCTION.
<br />/7 0/M,--1V.5'101VS SHOWN ON PLANS RRF 770 ¢' OF PIPE UNLESS 07;/'eCt///$E
<br />N07F0
<br />Sadist with materials Squat to er
<br />better than Nes existing povemens
<br />In quSNty end tMekaee.
<br />Exlsfkq IS e
<br />Compeel tal2"aabyers
<br />'b
<br />'
<br />n
<br />®� l - - • �f•iii�
<br />BENCH MARK: ELEVATION
<br />DATUM
<br />DESCRIPTION t
<br />'S'EE 07'EET /I/O. /
<br />T YP/CA1. S�C;r1OSI/
<br />NO SCALe
<br />g590 C01v/1-,4C7101V
<br />TY201KAZ
<br />NO
<br />eE TH/S Sf1�ET
<br />CUf�J3 � GUTT��
<br />NO .STALE
<br />W& L /A M HILL C/4
<br />VILLA CNAP414RAL
<br />UN/T NO. 2
<br />/VOTE UTILITIES. A REASONABLE EFFORT HAS BEEN MADE TO LOCATE AND DELINEATE ALL KNOWN
<br />TiS'BSE TYr/CfIL SEGT/ONSCOM�LY UNDERGROUND UTILITIES. HOWEVER, THE SPINO CORPORATION CAN ASSUME NO RESPONSI-
<br />W/TN T//E R�CO/'�MENDAT/O/YS' BY UTILITIES
<br />FOR THE COMPLETENESS OR ACCURACY OF ITS DELINEATION OF SUCH UNDERGROUND
<br />UTILITIES NOR FOR THE EXISTENCE OF OTHER BURIED OBJECTS OR UTILITIES WHICH MAY
<br />JN.KLeIIVF�LDzR T//E' /XOJECJs BE ENCOUNTERED BUT WHICH ARE NOT SHOWN ON THESE DRAWINGS.
<br />r'71.1.56 /EER e3lW 61r1416AN ",17
<br />V4ZIle Of B $/A ;94f1Ff/C /ND,,�r /0. CONTRACTOR TO EXPOSE END OF EXISTING SEWER AND DRAIN LINE FOR SURVEYORS TO
<br />Of d.Ofalf 5-4'eMOE/VT/AL 5T/ZEE75 VERIFY LOCATION AND ELEVATION PRIOR TO PLACEMENT OF PIPE. ALL COSTS OF SUCH
<br />AND TRAfF/C/NDEX Of5AfOR4/�S7R�S. EXCAVATION AND BACKFILL SHALL BE INCLUDED IN PRICE PAID FOR VARIOUS ITEMS OF
<br />WORK.
<br />DENOTES N/Jt'IBEf15 //• CONTRACTOR SHALL USE 4' PIPE LENGTHS IN CURVED SECTIONS. JOINT DEFLECTION SHALL
<br />I AND APi"RDX/M4TELDCA71,)N5 COMPLY WITH PIPE MANUFACTURER'S RECOMMENDATIONS.
<br />2� ?F TEST BOR/N6S, OR/LL L0 M. ANY WATER ENTERING THE SANITARY SEWER SYSTEM TO BE CONSTRUCTED UNDER THESE PLANS
<br />FOR F/PEV/OUS 1410552"1647IMS SHALL NOT BE DISCHARGED TO THE EXISTING SYSTEM. PLUGS MUST BE INSTALLED IN THE
<br />EXISTING MANHOLES AS NECESSARY TO PERMIT PUMPING THE NEW SYSTEM CLEAR OF WATER
<br />B-//- DENOTES N!/MBLi�S AND DEBRIS PRIOR TO ACCEPTANCE. CARE SHALL BE EXERCISED IN LOCATING PLUGS TO
<br />AND .4L�EIV0 �'/M59TFLDCAT/ONS AVOID INTERRUPTING SERVICE TO EXISTING CONNECTIONS. MORTAR OR BRICK PLUGS SHALL
<br />BE USED. INFLATABLE DEVICES ARE NOT SATISFACTORY.
<br />Of TEST So f/N6S. af1ZZ FP
<br />Al FOR T///S 11VVEST/GAT%ONS. /3. MANHOLES LOCATED OUTSIDE OF PAVED AREAS SHALL HAVE RIM SET 0.5 FEET ABOVE GROUND
<br />SURFACE.
<br />" /Q. ALL MANHOLES SHALL BE 48" IN DIAMETER, UNLESS OTHERWISE SHOWN ON THESE PLANS.
<br />2' I
<br />)I'%I /5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING ALL UTILITY COMPANIES AND/OR
<br />UTILITY DISTRICTS AS TO THE LOCATION OF ALL UNDERGROUND FACILITIES. CALL
<br />ii UNDERGROUND SERVICE ALERT (800) 642-2444 BEFORE DIGGING.
<br />/b• ALL APPLICABLE FEES TO BE PAID AND PERMITS REQUIRED SHALL BE OBTAINED BEFORE
<br />COMMENCEMENT OF CONSTRUCTION.
<br />/7 0/M,--1V.5'101VS SHOWN ON PLANS RRF 770 ¢' OF PIPE UNLESS 07;/'eCt///$E
<br />N07F0
<br />Sadist with materials Squat to er
<br />better than Nes existing povemens
<br />In quSNty end tMekaee.
<br />FIELD BOOKS SCALE
<br />F. B N! X f SHOWN
<br />F. B. N! ,toe N'3965-0/ 9
<br />F B. tit CODE 0 ANIN
<br />C
<br />CaMPACT
<br />RELAT/✓E
<br />MOTES,
<br />L Relative cmgoclian of Inolwlols "I be lused by Me step of California,
<br />Dept. of Transportation Test" Moment, Net wertked No. CoNfornio 216 or 231.
<br />L AN existing povernsnt soli be neolly col to Nos prior to trench excavation.
<br />3,4 When slows by wall canposNim wed dxwnpodbily, nosily percent (90x)
<br />.co potion may be mid. when approved by an Director of Ps"Ic Woks.
<br />TYPICAL TRENCH BACKFILL
<br />OE�t/E�.4L NOTES
<br />& SETA/LS
<br />/N/1"M.4fC LAYERS Td A Mi/✓
<br />L'OM/"AG'TWIV OF 9JY- C//Vl76R
<br />- Wo ✓/,UlIGoE P9, ANO 90
<br />4y6.pS TO ,I
<br />/ OA 967.
<br />�OMPAG7 /N /e"
<br />414ff'S 70 A IVIV.
<br />i f'CZA7vE e6MPA-
<br />It
<br />CT/ON OF 90 io
<br />3r, smlov
<br />/t1ATER/AG
<br />M
<br />54 8 b0" M4CAACH
<br />j6,4aF�LL
<br />THE SPINK
<br />CORPORATION
<br />ENVIRONMENTAL PLANNING -ENGINEERING
<br />ARCHITECTURE ' SURVEYING ' MAPPING ' SYSTEMS
<br />f�0 F STREET •SACRAMENTO, CALIFORNIA 9St14 •PHONE (916)4{1•t1T0
<br />SHEET
<br />OF-
<br />mew2
<br />/40
<br />Exlsfkq IS e
<br />Compeel tal2"aabyers
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<br />'
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<br />Com illoctinesumMyers
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<br />relative esimpeclim
<br />of 90%.
<br />tl
<br />Coffwm is is tgsls
<br />to o. D.
<br />lo•
<br />to a rAf"m
<br />relative caa•wcMen
<br />of 90 %.
<br />RIGID CONDUIT
<br />FIELD BOOKS SCALE
<br />F. B N! X f SHOWN
<br />F. B. N! ,toe N'3965-0/ 9
<br />F B. tit CODE 0 ANIN
<br />C
<br />CaMPACT
<br />RELAT/✓E
<br />MOTES,
<br />L Relative cmgoclian of Inolwlols "I be lused by Me step of California,
<br />Dept. of Transportation Test" Moment, Net wertked No. CoNfornio 216 or 231.
<br />L AN existing povernsnt soli be neolly col to Nos prior to trench excavation.
<br />3,4 When slows by wall canposNim wed dxwnpodbily, nosily percent (90x)
<br />.co potion may be mid. when approved by an Director of Ps"Ic Woks.
<br />TYPICAL TRENCH BACKFILL
<br />OE�t/E�.4L NOTES
<br />& SETA/LS
<br />/N/1"M.4fC LAYERS Td A Mi/✓
<br />L'OM/"AG'TWIV OF 9JY- C//Vl76R
<br />- Wo ✓/,UlIGoE P9, ANO 90
<br />4y6.pS TO ,I
<br />/ OA 967.
<br />�OMPAG7 /N /e"
<br />414ff'S 70 A IVIV.
<br />i f'CZA7vE e6MPA-
<br />It
<br />CT/ON OF 90 io
<br />3r, smlov
<br />/t1ATER/AG
<br />M
<br />54 8 b0" M4CAACH
<br />j6,4aF�LL
<br />THE SPINK
<br />CORPORATION
<br />ENVIRONMENTAL PLANNING -ENGINEERING
<br />ARCHITECTURE ' SURVEYING ' MAPPING ' SYSTEMS
<br />f�0 F STREET •SACRAMENTO, CALIFORNIA 9St14 •PHONE (916)4{1•t1T0
<br />SHEET
<br />OF-
<br />mew2
<br />/40
<br />
|