|
P11
<br />L
<br />c�eJC_ 1
<br />82484
<br />Tp M Pavemald Peds
<br />►Noah mm, I wash
<br />pods edtalwoM rings
<br />I-, V, 4 as 6' sectiame
<br />as Nqubed
<br />Proceed Nbforced : e
<br />comma sand.
<br />AN lebds 1rladred and -
<br />handed with darter an
<br />both Interior OW ft%fk r .
<br />wrtwaL
<br />Recast Ninth - ataitab
<br />pyw, ASTM 0478 t b
<br />propw aYwlion. (1'; a
<br />4' ww cliw na:rsai 91
<br />Cad ban Frame and Cow, - rotor
<br />/be Mlprt wmeM Standard Na C-3
<br />lid v •.
<br />et
<br />IL
<br />4 (I" "bass s " Concrete for
<br />blew Pro -cost bend
<br />Nay N used N approved
<br />' y the Enpbror.
<br />ELEVATION
<br />STORM SEWER MANHOLE
<br />BNOTE: A f -B' conwato cans star be Asad N approved by the Engineer.
<br />ASSEMBLY 51MLL MEET 9EQ0/9,5MEN75 FOR 115 20-44
<br />LOADING INACCORD,4NCE YVITH L1A7E5-TAAS/1T0 S'Tf101,V!?
<br />Cost Iran ame And Cover
<br />Rotor b b1r Standard No. C -S
<br />Groove Filled With Mortar Betore
<br />Indtolllaq Cad Iran Frame And Covr
<br />` Precast ReWwsed Concrete Grade
<br />' •� " Adjustrlleni Rigs 21.3;40.11 s" High
<br />'i Y -d' •�' Precast Rebalanced Cancrets Tapered
<br />am. P. Section To M In Aecardoocs With Approved'
<br />w L I Manufacturers Dimensions
<br />a
<br />•'i All Joined, Mortared .And Bonded With
<br />' mwtw on Both Interior And Exterior
<br />Surfaces
<br />•y .� Preccet 1:dweetl Concrete Manhob Pipes,
<br />:-r S"Min 1
<br />A. AS Dedp. C -49B, Ajust To Proper Elevation.
<br />V (1'.2'.3`.9{' Sections N Required.)
<br />t _ 4'-0' ._ i WONT Tight Joints; When Required.
<br />A
<br />Ly.. A
<br />ELEVATION
<br />a NOTE- A 1'-6" concrete cone am M used It approved by the Engineer.
<br />TYPICAL SANITARY
<br />SEWER MANHOLE
<br />4!r (f)11rd
<br />Sanitary Sewn
<br />Mob
<br />TYPICAL 'Y' JOINT
<br />SERVICE CONNECTION
<br />1, Iea a ..r.W», wwe r...4, »a•wWr" Ir».
<br />!Nw.14 r WC each be. and sear, r» k.4
<br />Nears N. wed. eW..1w N N ..•mused
<br />/idler ereN I, , , L h .wwoa { ler Wow, "411 eaead. ewr.W,
<br />wettw I" vow, M. We, seat mea rea. M sew.
<br />Cew N Mawr N4 '3.ar
<br />* a~, Nalwaa ".
<br />M"
<br />. ,6" was, .warier, .N.M 3. a »W ". Ir 1* a w"P.d N 0• G IM aN
<br />eaWN wW.. •eaMw.. rl 1' - al nd»NII
<br />'Wear) W wads 1. r.awa Wale Y -a" N Neat
<br />or Md.MIL
<br />wwwal N rid 44.Nr n rr.w
<br />"y- aNwi .stwlM Nd 1111". ww.N w
<br />wear.rw" Cee. m4Wr.wwle
<br />} Leas ,Hide e.ae
<br />L.prrr
<br />bwr N .mea
<br />1 ea w."1.eve
<br />eWrw
<br />TYPICAL CLEANOUT INSTALLATION
<br />TYPICAL SANITARY
<br />SEWER DETAILS
<br />1 DESIGNED BY 4'011-1-4
<br />DRAWN BY Jere.
<br />CHECKED By -
<br />REV. I DATE
<br />Cost kon Fram• A -A t -
<br />Refer N Improwm
<br />C-6.
<br />SI
<br />ch!
<br />Class "B' Concrete'
<br />SECTION A -A SECTION B -B
<br />TYPICAL SANITARY
<br />SEWER DROP MANHOLE
<br />A
<br />{
<br />Expansion Joint (Trp.)
<br />B_"*`
<br />��Df�i.Z6�Bl
<br />IRE
<br />MESH
<br />1=,i�'�
<br />NOTED ON THE PLANS.
<br />r.
<br />waeaa��r r�m�w�e�eatae�ar•
<br />THOSE OF THE STANDARD CONSTRUCTION SPECIFICATIONS WHERE DISCREPANCIES EXIST.
<br />IT-
<br />c' fs
<br />/,{/DBx DF 4.1,0 FX 331RE 115FMIAL,
<br />1
<br />IMI 1111=1
<br />PUBLIC SAFETY AND TRAFFIC CONTROL SHALL BE PROVIDED AND DIRECTED BY THE
<br />S71PEE7� AND7R9Ff/G/NI�E,Y Of5.0
<br />j'g�J 11
<br />NOTES:
<br />11 Frame B Grote shell conform
<br />A to Improvement Standard No. C-6
<br />2) Two feel minimum below finished Erode
<br />In new development. In existing streets,
<br />may be less thon 2' with the
<br />c3proval of. the Engineer.
<br />3) 24' pipe barrel Mal be Clan Z RC.P.
<br />a Class X ACP. r y
<br />eat
<br />SECTION A -A SECTION B -B _ le
<br />STANDARD STORM
<br />DRAIN INLET
<br />V Opening ( See Note No
<br />PLAN VIEW
<br />SECTION A -A
<br />PIPES LARGER THAN 36" DIA.
<br />term to"
<br />Met Stan
<br />unaetNn
<br />'b' Con
<br />smeeth oil der of Pipe eps.lnp
<br />-� 6 Nabors (typical)
<br />SECTION A -A
<br />PIPES 24" TO 3e DIA.
<br />NOTES•
<br />L The foundation shall be o minimum of W for 44' O.D. pipe and smaller.
<br />2. For pips larger than 44'0.0., the foundation shall extend a minimum of e' beyond each
<br />side of the pipe. -
<br />3. Opening to be 3' long x ( I.D. of pipe) wide. up to 36' I.D. pipe. For pipes larger than
<br />36' I.D. , opening to be 36" Diameter or Square.
<br />SADDLE -TYPE MANHOLE FOR
<br />PIPE 24" DIA. AND LARGER
<br />BENCH MARK: ELEVATION
<br />DESCRIPTION DATUM
<br />DESCRIPTION I BY
<br />SECTION C -C
<br />NOTES, I. Drop manhole *bell W used
<br />where IM difference in invert
<br />elevollons of the manhole
<br />exceeds 24'.
<br />2. alter to Improvement Standard
<br />No. D-1 for additional notes.
<br />3. Drop pipe may be either P.V.0 or Y.C.P.
<br />B-4 - DENOTES
<br />NUMBERS & AOPROX-
<br />COCA770NS OF 455r ViF/NGS
<br />LSP/LLG`D FOR loneVlD41.5
<br />/NVE5rlGA7?ON
<br />3-10 - DENOTES
<br />NUMBEYs & APP/PDX-
<br />LDCATIDNS DF TEST
<br />BOR/NGS OR/GG ED FDR
<br />7X1.5 INi/E,5T14I7TON.
<br />GENERAL NOTES:
<br />B A 1. ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF
<br />THE COUNTY OF SAN JOAQUIN STANDARD CONSTRUCTION SPECIFICATIONS AND IMPROVEMENT
<br />STANDARDS. THE STANDARD DRAWINGS OF THE IMPROVEMENT STANDARDS SHALL SUPERSEDE
<br />FRONT VIEW
<br />ei40S/OA/ Ca
<br />ewkfW with mo1«bk spud N ler
<br />better Man the existing pavement
<br />in WaNty sed iNckndN.
<br />Existing Pwewd
<br />6'l- • Compact bQ'raabrre
<br />fa a WAR. re. . OW WN
<br />of DS%%rAw pex ret a
<br />efaldbrs.a dw%
<br />- - - - outbids elrlaYa
<br />- - Celndwtbt�.abysN
<br />N a misi.es
<br />Nlolive wgaedan
<br />N Sim .
<br />Compost in 4' Ms
<br />N a oeidmles,
<br />Nlative caspecIf
<br />b"of 00 X.
<br />O. D.t 20" Mn.
<br />RIGID CONDUIT
<br />NOTES,
<br />L ,bp
<br />bthle composition of wl Wkilb Mil be based y tM S101e d Calltrda,
<br />Dept. Of Tronsportatian Testing Monvad. lost method No. Collfornio 216 or 231.
<br />L AN exbtbp pavement Mil be really eW N On Prior N trench excavation.
<br />3.4' When shown by boll composition and "miadtb'My, ninsty percent (90%)
<br />.wmpodion may be used. when selawwed by ler Director at Public Works.
<br />TYPICA I TRENCH BACKFILL
<br />eo.H/'Ac? i.V ir' 1.1,1' LAYEPS 7v ANV/.
<br />oENS4�(76Ho� o �oEPs, ��ro Ya
<br />COr19PACT
<br />QELAT/VE
<br />//
<br />IRE
<br />MESH
<br />r - - - - - - - - - - ---------------
<br />NOTED ON THE PLANS.
<br />91
<br />AN aR " V.9LIle 6 c 4 TJFAFF/G
<br />THOSE OF THE STANDARD CONSTRUCTION SPECIFICATIONS WHERE DISCREPANCIES EXIST.
<br />IT-
<br />c' fs
<br />/,{/DBx DF 4.1,0 FX 331RE 115FMIAL,
<br />1
<br />2.
<br />PUBLIC SAFETY AND TRAFFIC CONTROL SHALL BE PROVIDED AND DIRECTED BY THE
<br />S71PEE7� AND7R9Ff/G/NI�E,Y Of5.0
<br />I CONSTRUCT GUT -OFF 1
<br />----�
<br />+----
<br />fDR4/'�REEjS. 9.,
<br />THE TYPES,
<br />C61V/G40MF- SAFE VEHICULAR AND PEDESTRIAN ACCESS SHALL BE PROVIDED AT ALL TIMES
<br />EXISTING UNDERGROUND UTILITIES AS
<br />SECTION A -A
<br />WALL AROUND THE \
<br />I
<br />I
<br />I
<br />H
<br />DURING CONSTRUCTION OER 5' CAL 7lf4lSTANDARDS
<br />4'
<br />r
<br />I
<br />ENTIRE PERIMETER
<br />I
<br />I
<br />1
<br />WIRE
<br />MESH
<br />I
<br />I
<br />I
<br />3.
<br />THE CONSULTING ENGINEER SHALL NOTIFY THE COUNTY OF SAN JOAQUIN IMMEDIATELY UPON
<br />C
<br />1 /
<br />I /
<br />-- 1
<br />____ =
<br />r
<br />C
<br />COMPLETION OF STAKING. (PHONE 944-2281)
<br />I'-e'e
<br />L'
<br />}
<br />: °
<br />°
<br />I
<br />L
<br />1
<br />i
<br />4.
<br />I
<br />THE CONTRACTOR SHALL NOTIFY THE COUNTY OF SAN JOAQUIN 48 HOURS PRIOR TO THE
<br />SECTION B -B
<br />-I
<br />---------- - - - - - - - -
<br />- - - - - - -
<br />INTENTION TO COMMENCE WORK. THE CONTRACTOR SHALL NOT START ANY GRADING UNTIL
<br />THE COUNTY COMPLETES PRE -GRADING INSPECTIONS. (PHONE 944-2281)
<br />�- -�
<br />-J
<br />B TOE OF CHANNEL
<br />SLOPE 5.
<br />THE CONSULTING ENGINEER HAS VERIFIED IN THE FIELD AND HAS SHOWN HEREIN THE
<br />TOP VIEW
<br />I `
<br />LOCATION AND ELEVATION OF ALL EXISTING STORM DRAIN FACILITIES PERTAINING TO
<br />------�
<br />MP_
<br />THESE PLANS, EXCEPT WHERE NOTED OTHERWISE.
<br />fS
<br />Ir-• I
<br />MITER CUT PIPE TO FIT
<br />I I
<br />FLUSH WITH SLOPE
<br />----
<br />-- 6.
<br />THE CONTRACTOR OR ANY SUBCONTRACTOR FOR THIS CONTRACT SHALL
<br />I
<br />H = 6J-0� MINIMUMI
<br />i
<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 />H=2X PIPE DIA. (3rT0 8')
<br />MORE INCHES IN DEPTH BELOW THE EXISTING SURFACE.
<br />I
<br />I
<br />NOTE, I. USE CLASS 'B" CONCRETE OR
<br />I
<br />i
<br />GROUTED C09ELE3 AS SPECIFIED /..
<br />7.
<br />THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING SURVEY
<br />I
<br />2.tSXlfXIOGA. WIRE MESH 6
<br />WIRE MESH
<br />MONUMENTS AND OTHER SURVEY MARKERS DURING CONSTRUCTION. ALL SUCH MONUMENTS OR
<br />THROUGHOUT CONCRETE y�
<br />^/pTE: T7/ESE rYP/CAL SE6770NS
<br />MARKERS DESTROYED DURING CONSTRUCTION SHALL BE REPLACED AT THE CONTRACTOR'S
<br />COMPLY A11771 RECOMMEND-
<br />EXPENSE.
<br />I
<br />C�TOE
<br />�_D.
<br />OF CHANNEL SLOPE /
<br />AT/DNS OF ✓./ - /rLf/,VP Z2DAX Of 8.
<br />ALL SERVICE SEWERS SHALL HAVE 4.0 FEET OF COVER AT THE PROPERTY LINE AND SHALL
<br />- -
<br />--r SO/L!G/NEER US/Nh
<br />FRONT VIEW
<br />ei40S/OA/ Ca
<br />ewkfW with mo1«bk spud N ler
<br />better Man the existing pavement
<br />in WaNty sed iNckndN.
<br />Existing Pwewd
<br />6'l- • Compact bQ'raabrre
<br />fa a WAR. re. . OW WN
<br />of DS%%rAw pex ret a
<br />efaldbrs.a dw%
<br />- - - - outbids elrlaYa
<br />- - Celndwtbt�.abysN
<br />N a misi.es
<br />Nlolive wgaedan
<br />N Sim .
<br />Compost in 4' Ms
<br />N a oeidmles,
<br />Nlative caspecIf
<br />b"of 00 X.
<br />O. D.t 20" Mn.
<br />RIGID CONDUIT
<br />NOTES,
<br />L ,bp
<br />bthle composition of wl Wkilb Mil be based y tM S101e d Calltrda,
<br />Dept. Of Tronsportatian Testing Monvad. lost method No. Collfornio 216 or 231.
<br />L AN exbtbp pavement Mil be really eW N On Prior N trench excavation.
<br />3.4' When shown by boll composition and "miadtb'My, ninsty percent (90%)
<br />.wmpodion may be used. when selawwed by ler Director at Public Works.
<br />TYPICA I TRENCH BACKFILL
<br />eo.H/'Ac? i.V ir' 1.1,1' LAYEPS 7v ANV/.
<br />oENS4�(76Ho� o �oEPs, ��ro Ya
<br />COr19PACT
<br />QELAT/VE
<br />//
<br />PSL
<br />(3 cc is // l_
<br />144 sEGr�c
<br />/O 61CAL. E
<br />95 ; COMP,9CT/ON
<br />OE' .SUF3Ci.PAdE
<br />/9L
<br />TYP/C.QL effiGT/ON O/C ,su
<br />BYO 5'GAGE
<br />NOiE•- TiPfI1=�=/C //VOEX PEEP C040V7Y 0/0=-
<br />SAN
<br />FSAN (/OA Q &W = 4 T-
<br />Con//�i1TG'T
<br />LAYERS To A MA✓,
<br />A>Z1 47794E 4")OW -
<br />7ioN 0f 4d, %
<br />4 3" 5'AsVO �121�/iqi�
<br />71
<br />MATERI.4t �
<br />r.
<br />T"I1&R, ff"))r//�
<br />NOTE 1• FDrP 11DUSE SE/rV10E DETA/L SEE S/1EEr A1o. 1-c(/Rd8 & GUT TL�7e
<br />2. FOR GURB E O. /. TiYANS/r10A1 DETAIL SEE sN5Fr AO • /0 NO.5'G.4L E
<br />W/LG /A/%J At&L EJB
<br />tap//LLA ClIAMITR I..
<br />UA//T All.. I
<br />FIELD BOOKS SCALE
<br />,4s ,s/s/o%v1v
<br />F. B. N2
<br />FB. N2 JOB N2596$- 4/1j
<br />F B. W CODE IDURNOr
<br />a
<br />0
<br />I
<br />I t
<br />1 1
<br />ENO
<br />I �
<br />1
<br />REVEAL THE TYPES, EXTENT, SIZES, LOCATIONS AND DEPTHS OF SUCH UNDERGROUND
<br />UTILITIES. A REASONABLE EFFORT HAS BEEN MADE TO LOCATE AND DELINEATE ALL KNOWN
<br />UNDERGROUND UTILITIES. HOWEVER, THE SPINK CORPORATION CAN ASSUME NO RESPONSI-
<br />BILITY FOR THE COMPLETENESS OR ACCURACY OF ITS DELINEATION OF $UCH UNDERGROUND
<br />UTILITIES NOR FOR THE EXISTENCE OF OTHER BURIED OBJECTS OR UTILITIES WHICH MAY
<br />BE ENCOUNTERED BUT WHICH ARE NOT SHOWN ON THESE DRAWINGS.
<br />10. CONTRACTOR TO EXPOSE END OF EXISTING SEWER AND DRAIN LINE FOR SURVEYORS TO
<br />VERIFY LOCATION AND ELEVATION PRIOR TO PLACEMENT OF PIPE. ALL COSTS OF SUCH
<br />EXCAVATION AND BACKFILL SHALL BE INCLUDED IN PRICE PAID FOR VARIOUS ITEMS OF
<br />WORK.
<br />11. CONTRACTOR SHALL USE 4' PIPE LENGTHS IN CURVED SECTIONS. JOINT DEFLECTION SHALL
<br />COMPLY WITH PIPE MANUFACTURER'S RECOMMENDATIONS.
<br />12. ANY WATER ENTERING THE SANITARY SEWER SYSTEM TO BE CONSTRUCTED UNDER THESE PLANS
<br />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 />AND DEBRIS PRIOR TO ACCEPTANCE. CARE SHALL BE EXERCISED IN LOCATING PLUGS TO
<br />AVOID INTERRUPTING SERVICE TO EXISTING CONNECTIONS. MORTAR OR BRICK PLUGS SF/ACL
<br />BE USED. INFLATABLE DEVICES ARE NOT SATISFACTORY.
<br />13. MANHOLES LOCATED OUTSIDE OF PAVED AREAS SHALL HAVE RIM SET 0.5 FEET ABOVE GROUND
<br />SURFACE.
<br />14 ALL MANHOLES SHALL BE 48" IN DIAMETER, UNLESS OTHERWISE SHOWN ON THESE PLANS.
<br />15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING ALL UTILITY COMPANIES AND/OR
<br />UTILITY DISTRICTS AS TQ THE LOCATION OF ALL UNDERGROUND FACILITIES. CALL
<br />UNDERGROUND SERVICE ALERT (800) 642-2444 BEFORE DIGGING.
<br />16. ALL APPLICABLE FEES TO BE PAID AND PERMITS REQUIRED SHALL BE OBTAINED BEFORE
<br />COMMENCEMENT OF CONSTRUCTION.
<br />17 O/NCNB/O,fiS S/�Ow1l O// rL,}NSAffE TO CE.t�T07{LINE OfI1I1,C U,vLES'5'
<br />OTflEi4W/5'E .s/DTE1J.
<br />• OTES�
<br />/. BARRICADES R BEAS /V/DE AS
<br />STiCG�ET R/f✓
<br />Z. BAiPR/C/JOfS /0 BE
<br />. fA/NTEO N///7P
<br />U,51Vd 20,4X5 OF EXTER/OR AKY
<br />D
<br />A/s/GN-SlLfRES/N/1/-6L055 ENAMEd&1rf ANwY ArdVIA6 vii
<br />COMPAr/BLE PR/A-Zf
<br />S/lrN- CAL/f HH�Y.
<br />7YPc A'-2 3. BARN/LADES PLACED AT THE
<br />TERM/NAT/ON CEND) DFA RVAOMY
<br />SHALL BE S16.t/ED WIT11 A W3/ Sk1N.
<br />4. BARRICADES T1/Ar DEP/CTA ROAD
<br />N,41"DiV1N6 elf A LANE O/PDP
<br />SHALL BE' S/6NED W/TNA TYPE N-2
<br />SIM
<br />TYPE "BR
<br />/T[,4CE AT T//E TErPM1N.9TIN6 6frVD) 47-W ler 1.9GWWY
<br />W/1EN ACCESS NECESS44RY
<br />Nor,6s
<br />aL a9&T�4/LS
<br />THE SPINK
<br />CORPORATION
<br />ENVIRONMENTAL PLANNING • ENGINEERING
<br />ARCHITECTURE • SURVEYING - MAPPING - SYSTEMS
<br />730 F STRLET• SACRAMCNTO. CALIFORNIA 91E14 •PHONE (916)444-E170
<br />SHEET
<br />2
<br />SOF.
<br />/2
<br />PRQ/E
<br />BE TO THE
<br />CENTER OF THE LOT UNLESS OTHERWISE
<br />NOTED ON THE PLANS.
<br />91
<br />AN aR " V.9LIle 6 c 4 TJFAFF/G
<br />/,{/DBx DF 4.1,0 FX 331RE 115FMIAL,
<br />1
<br />S71PEE7� AND7R9Ff/G/NI�E,Y Of5.0
<br />'
<br />SECTION
<br />C -C
<br />fDR4/'�REEjS. 9.,
<br />THE TYPES,
<br />LOCATIONS, SIZES AND/OR DEPTHS OF
<br />EXISTING UNDERGROUND UTILITIES AS
<br />SHOWN ON
<br />THESE IMPROVEMENT PLANS WERE OBTAINED FROM SOURCES OF VARYING
<br />ri'fOG
<br />�+Tp/,r b
<br />�J //IVVTU/l�
<br />RELIABILITY.
<br />THE CONTRACTOR IS CAUTIONED
<br />THAT ONLY ACTUAL EXCAVATION WILL
<br />PSL
<br />(3 cc is // l_
<br />144 sEGr�c
<br />/O 61CAL. E
<br />95 ; COMP,9CT/ON
<br />OE' .SUF3Ci.PAdE
<br />/9L
<br />TYP/C.QL effiGT/ON O/C ,su
<br />BYO 5'GAGE
<br />NOiE•- TiPfI1=�=/C //VOEX PEEP C040V7Y 0/0=-
<br />SAN
<br />FSAN (/OA Q &W = 4 T-
<br />Con//�i1TG'T
<br />LAYERS To A MA✓,
<br />A>Z1 47794E 4")OW -
<br />7ioN 0f 4d, %
<br />4 3" 5'AsVO �121�/iqi�
<br />71
<br />MATERI.4t �
<br />r.
<br />T"I1&R, ff"))r//�
<br />NOTE 1• FDrP 11DUSE SE/rV10E DETA/L SEE S/1EEr A1o. 1-c(/Rd8 & GUT TL�7e
<br />2. FOR GURB E O. /. TiYANS/r10A1 DETAIL SEE sN5Fr AO • /0 NO.5'G.4L E
<br />W/LG /A/%J At&L EJB
<br />tap//LLA ClIAMITR I..
<br />UA//T All.. I
<br />FIELD BOOKS SCALE
<br />,4s ,s/s/o%v1v
<br />F. B. N2
<br />FB. N2 JOB N2596$- 4/1j
<br />F B. W CODE IDURNOr
<br />a
<br />0
<br />I
<br />I t
<br />1 1
<br />ENO
<br />I �
<br />1
<br />REVEAL THE TYPES, EXTENT, SIZES, LOCATIONS AND DEPTHS OF SUCH UNDERGROUND
<br />UTILITIES. A REASONABLE EFFORT HAS BEEN MADE TO LOCATE AND DELINEATE ALL KNOWN
<br />UNDERGROUND UTILITIES. HOWEVER, THE SPINK CORPORATION CAN ASSUME NO RESPONSI-
<br />BILITY FOR THE COMPLETENESS OR ACCURACY OF ITS DELINEATION OF $UCH UNDERGROUND
<br />UTILITIES NOR FOR THE EXISTENCE OF OTHER BURIED OBJECTS OR UTILITIES WHICH MAY
<br />BE ENCOUNTERED BUT WHICH ARE NOT SHOWN ON THESE DRAWINGS.
<br />10. CONTRACTOR TO EXPOSE END OF EXISTING SEWER AND DRAIN LINE FOR SURVEYORS TO
<br />VERIFY LOCATION AND ELEVATION PRIOR TO PLACEMENT OF PIPE. ALL COSTS OF SUCH
<br />EXCAVATION AND BACKFILL SHALL BE INCLUDED IN PRICE PAID FOR VARIOUS ITEMS OF
<br />WORK.
<br />11. CONTRACTOR SHALL USE 4' PIPE LENGTHS IN CURVED SECTIONS. JOINT DEFLECTION SHALL
<br />COMPLY WITH PIPE MANUFACTURER'S RECOMMENDATIONS.
<br />12. ANY WATER ENTERING THE SANITARY SEWER SYSTEM TO BE CONSTRUCTED UNDER THESE PLANS
<br />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 />AND DEBRIS PRIOR TO ACCEPTANCE. CARE SHALL BE EXERCISED IN LOCATING PLUGS TO
<br />AVOID INTERRUPTING SERVICE TO EXISTING CONNECTIONS. MORTAR OR BRICK PLUGS SF/ACL
<br />BE USED. INFLATABLE DEVICES ARE NOT SATISFACTORY.
<br />13. MANHOLES LOCATED OUTSIDE OF PAVED AREAS SHALL HAVE RIM SET 0.5 FEET ABOVE GROUND
<br />SURFACE.
<br />14 ALL MANHOLES SHALL BE 48" IN DIAMETER, UNLESS OTHERWISE SHOWN ON THESE PLANS.
<br />15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING ALL UTILITY COMPANIES AND/OR
<br />UTILITY DISTRICTS AS TQ THE LOCATION OF ALL UNDERGROUND FACILITIES. CALL
<br />UNDERGROUND SERVICE ALERT (800) 642-2444 BEFORE DIGGING.
<br />16. ALL APPLICABLE FEES TO BE PAID AND PERMITS REQUIRED SHALL BE OBTAINED BEFORE
<br />COMMENCEMENT OF CONSTRUCTION.
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<br />THE SPINK
<br />CORPORATION
<br />ENVIRONMENTAL PLANNING • ENGINEERING
<br />ARCHITECTURE • SURVEYING - MAPPING - SYSTEMS
<br />730 F STRLET• SACRAMCNTO. CALIFORNIA 91E14 •PHONE (916)444-E170
<br />SHEET
<br />2
<br />SOF.
<br />/2
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