|
6" Min. --�
<br />(Typ.)
<br />Backfill with materials equal to or
<br />better than the existing pavement
<br />and base in quality. New Pavement
<br />shall be 1" thicker than existing
<br />pavement, minimum of 0.25 feet.
<br />New base shall be 1' thicker than
<br />existing base, minimum of 0.5 feet.
<br />Existing Pavement -
<br />6" --I f
<br />Variable
<br />O.D./2
<br />IO• Min'_ �-O.D.-�
<br />0. D.
<br />T 20" Mitt
<br />RIGID CONDUIT
<br />Compact in 12" max.
<br />layers to a min.
<br />relative compaction
<br />of 95%• under pavement
<br />and shoulders, and
<br />90% outside shoulders.
<br />Compact in 12" max.
<br />layers to a minimum
<br />relative compaction
<br />of 85%.
<br />Compact ,in 5" Io ers -
<br />to a minimum re�ctive
<br />compaO/t 6ction of•90%.
<br />/NEE.!/l
<br />10' Min. ID' Min.
<br />-
<br />hrlAOt APIA f O% 1Pb l6/l
<br />GiO1✓arVly.
<br />FLEXIBLE CONDUIT
<br />NOTES:
<br />1. Relative compaction of materials shall be tested in accordance with
<br />the State of California, Dept. of Transportation Testing Manuals, test
<br />method No. Cclifornia 215 or 231.
<br />2. All existing pavement shall be neatly cut to line prior to trench excavation.
<br />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 />S. Special bedding requirements may be shown on the plans or specified in
<br />special provisions.
<br />U Rd re 1.44 ra Dt rcfOVQ/t0 yAND 01AI AW%d?10 6l1Ae/ cfmlelar 4&/f.r1W
<br />f.PEt Of Al! IMOW A.f/O /Jt/,a!/al f7L !/A✓/.UG /dt falIOIVU/d dZ4X;1 1d lil OA9°N/N4
<br />fay, /r1Ne1A14 A/0 ?00; Aftllk&10 &"f' f-OO/YgIEN/ • ZO.
<br />I .� nr .sr••u b
<br />TYPICAL TRENCH BACKFILL
<br />JLD _
<br />j by COUNTY OF SAN JOAQUIN
<br />----- NONE- ore.awcxr ar ,ux.c waxs
<br />AHf3F2Ill SAT=ONS
<br />AC ASPHALT CONCRETE
<br />BO BLOWOFF
<br />C�
<br />CATCH BASIN
<br />,�
<br />CENTERLINE
<br />CONST
<br />CONSTRUCT
<br />CO
<br />CLEANOUT
<br />COS
<br />CITY OF STOCKTON
<br />D
<br />STORM DRAIN
<br />DC
<br />DETECTOR CHECK ASSEMBLY
<br />EL
<br />ELEVATION
<br />EP
<br />EDGE OF PAVEMENT
<br />EXIST
<br />EXISTING
<br />FN
<br />FIRE HYDRANT
<br />,�
<br />FLOWLINE
<br />G
<br />GAS
<br />INV
<br />INVERT
<br />MB
<br />MAIL BOX
<br />PP
<br />POWER POLE
<br />S
<br />SANITARY SEWER
<br />STA
<br />STATION
<br />S
<br />SLOPE
<br />SJCO
<br />SAN JOAQUIN COUNTY
<br />W
<br />WATER
<br />WM
<br />WATER METER
<br />LIll GEN0
<br />EXISTING
<br />- -D- -
<br />STORM DRAIN
<br />- -� - -
<br />SANITARY SEWER
<br />-- -/y- -
<br />WATER
<br />- -Cf--
<br />GAS
<br />- -e- -
<br />ELECTRIC
<br />--
<br />FIRE HYDRANT
<br />a
<br />MAIL BOX
<br />f -
<br />POWER POLE & GUY
<br />-ta-0- -
<br />DETECTOR CHECK
<br />--�- -
<br />WATER METER
<br />0- -
<br />BLOWOFF
<br />i- --
<br />CATCH BASIN
<br />a
<br />STREET SIGN
<br />CULVERT
<br />AC DIKE
<br />SHRUBS
<br />TREES
<br />- -a,- -
<br />CLEANOUT
<br />• DEC. 19
<br />Cyoncrele Collas Corrskvclim.
<br />//z'A C. over Concrele �\ i St I1' vernenf aorto rn
<br />Co/l+r.
<br />„„.� _ _ Manhole frame and Dover to
<br />Finish Grade I \I �� - - conform to Standard Dr(win(
<br />No. 54. Grout frame to
<br />p v0 0 0 9 grade ring. Slope to match
<br />° coo `N o ., °'r " �' x finish grade.
<br />3" or' --6" Precast Reinforoec
<br />Concrete Grade Rings as
<br />required.
<br />°; Precast Reinforced Concentric
<br />Manho
<br />aa.,r lnierior ofManho/c io e Cc n e•
<br />be coaled in accordance
<br />' with Section 71-1.09 of the :.
<br />:.' 5iandardS,oecifications.
<br />Tongue and Groove Joints
<br />A for Mortar. Mortar all Grade
<br />-a !'I?. :I.: Rings and Seclions2rlmix.
<br />e 1%ft. o
<br />M.R. Pipe Sections
<br />SANITARY SEWER IMPROVEMENTS
<br />FOR
<br />FRESH START BAKERY
<br />NOTES:
<br />Precast Reinforced Concrete Manhole Units shall conform to A.S.T.M. .0-478.
<br />Construct Pipe Joint a12 lect maximum from base of Manhole. Florible join!.
<br />Prior approval crust be obtained before installing more than 12" of grade rings.
<br />No. Revised By MANHOLE TYPE I FOR PIPES Approved by
<br />I S -I- 33" DIAMETER OR SMALLER ~"•"�'1'�r' �""'-''
<br />Drawn by Y-1. En meet. ,
<br />Checked by CITY OF STOCKTON Date L, CJ'EJ-
<br />Scale None DEPARTMENT OF PUBLIC WORKS Drowino No.
<br />Standard len th of Asbestos Ceticrflipd
<br />Shopping
<br />rt /2' rz' 12'12'ttl Notch for strappping
<br />to pass thro✓'h.
<br />J 2'.4'U Aimshed .fdwmd Skids 4r 4
<br />Ixvel/ed et lcad;ry ease. 6 skids per
<br />length eaipe.
<br />r steel casing 41 1 !s'Wax• I steel
<br />Lnerl/ )h arvU -
<br />1 2's�Skide ,6r G'�e'yap
<br />s'.4044iN mie ro'i u•xu
<br />(Neldw teW e/us/iyepaed)
<br />Strapping - --
<br />- I . rGsing
<br />where eardiWone ¢urrianf, Nu atab, batween )
<br />the carrierpipe and the casiny.Fh,11be filled
<br />as diradedd b the En blear
<br />STEEL CASING SCHEDULE
<br />ripe Size Casin Th:ek.
<br />14',el6lAfiiO &4Y Aa'e0 /s' I Rpe
<br />J j Mae or Cae/
<br />with'Rubber5ea r
<br />�/ico's/ewe,type
<br />6f0 C.Mi seat a
<br />affrowar yual.
<br />r
<br />casing
<br />NOTES
<br />Z Casing shall beinsialled by the Jacking or 3orinq Method.
<br />2. CasingJcinhshal/be we/dedinaccordince with A-WWA StandardC-toil
<br />except Choi Hydrostatic Testing willnoi be required. -
<br />3. Redwood Sklds shall beprovlded as Per detail above.
<br />4. 5ize and thickness of Casing Wal/ shall be as shown in Schedule.
<br />5. Ends of Byre Hole shall tz scaled /o prevent entrance of fill
<br />material, as required.
<br />6. A Joint shall be installed aterld of G3sing Oipc. See Detail.
<br />7. Casing of larger size than shown in the above Chart or Casing
<br />for Pipes larger than 12' shall be approved by the City Engineer:
<br />�° Rued illy JACKING DETAILS FOR:,VITRIFIED A°°e�tby
<br />r. CLAY AND ASBESTOS CEMENT PIPES
<br />CITY OF STOCKTON awl tAt&• 60
<br />Beale ,Vona DeART1NBR Of PUKIC,wo"S Na
<br />see
<br />COUNTY OF SAN JOAQUIN I APPROVED LO / �O 19
<br />DEPARTMENT OF PUBLIC WORKS
<br />APPROVED: DATE: G �Z
<br />R.C.E. NO. 0
<br />CAlDIRECTOR OF PUBLI RKS EXP. DATE:
<br />cornea ON enro rw. 1000" �eeorry
<br />CALIFOIA WATER 'SERVICE COMPANY
<br />PlelAllfY MAP
<br />,110 Ve.41 U
<br />rC «r
<br />to
<br />REVISIONS JOB. NO. 7.394
<br />NO. DESCRIPTION DATE BY WONG ENGINEERS, INC. DATE Arf4l"Gl/ 1991
<br />PLANNING a ENGINEERING *SURVEYING SCALE HORIZ =
<br />STOCKTON, CALIFORNIA SCALE VERT
<br />DRAWN Ale
<br />• °ice R.C.E. NO. /4?G9 DESIGN Wd
<br />��Piaeh �•�i9b CHECK WW
<br />GENEFIlL_ NOT IES
<br />1, PIPELINE, TRENCHING AND BACKFILL IMPROVEMENTS SHALL BE CONSTRUCTED IN
<br />STRICT ACCORDANCE WITH CITY OF STOCKTON STANDARD SPECIFICATIONS AND
<br />PLANS, 1986 EDITION, AND ALL AMENDMENTS THERETO TO DATE AND OR COUNTY OF
<br />SAN JOAQUIN STANDARD SPECIFICATIONS AND PLANS WHICHEVER THE MOST
<br />STRINGENT. ALL WORK EXCEPT SURFACING SHALL BE DONE UNDER THE INSPECTION
<br />OF THE CITY OF STOCKTON DEPARTMENT OF PUBLIC WORKS AND SAN JOAQUIN COUNTY
<br />DEPARTMENT OF PUBLIC WORKS. SURFACING SHALL BE DONE UNDER THE INSPECTION
<br />OF THE SAN JOAQUIN COUNTY DEPARTMENT OF PUBLIC WORKS.
<br />2. BENCH MARKS AND ELEVATIONS SHOWN ON PLANS ARE REFERRED TO U.S.G.S.
<br />DATUM. (CITY OF STOCKTON AND COUNTY OF SAN JOAQUIN DATUM)
<br />3. DRAWING NUMBERS SHOWN THUS: COS 22 ON PLANS REFER TO CITY OF STOCKTON
<br />STANDARD DETAILS; SJCO 22 ON PLANS REFER TO COUNTY OF SAN JOAQUIN
<br />STANDARD DETAILS.
<br />4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING FROM DAMAGE ALL
<br />EXISTING IMPROVEMENTS THAT ARE TO REMAIN. SUCH IMPROVEMENTS THAT ARE
<br />DAMAGED BY THE CONTRACTOR, SHALL BE REPLACED AT HIS EXPENSE.
<br />5. CONTRACTOR SHALL OBTAIN ENCROACHMENT PERMITS FROM THE CITY OF STOCKTON
<br />PUBLIC WORKS DEPARTMENT, COUNTY OF SAN JOAQUIN AND GA! 1�AN� /y19j�
<br />Of "IllD,P,u/A.)
<br />6. THE CONTRACTOR SHALL CONTACT WALT NICHOLS AT 944-8279 OF THE CITY OF
<br />STOCKTON FOR A PRECONSTRUCTION CONFERENCE.
<br />7. PRIOR TO COMMENCING ANY WORK, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY
<br />TO HAVE EACH UTILITY COMPANY LOCATE IN THE FIELD THEIR MAIN AND SERVICE
<br />LINES. THE CONTRACTOR SHALL NOTIFY MEMBERS OF THE UNDERGROUND SERVICE
<br />ALERT (U.S.A.) 48 HOURS IN ADVANCE OF PERFORMING EXCAVATION WORK BY
<br />CALLING THE TOLL FREE NUMBER 800-642-2444.
<br />8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL STRIPING AND
<br />PAVEMENT MARKINGS NECESSARY TO TIE EXISTING STRIPING INTO FUTURE STRIP-
<br />ING AS DETERMINED BY SAN JOAQUIN COUNTY. METHOD OF REMOVAL SHALL BE
<br />APPROVED BY SAN JOAQUIN COUNTY.
<br />9. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY
<br />FOR JOBSITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT,
<br />INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL
<br />APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT
<br />THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE
<br />ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN
<br />CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR
<br />LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER.
<br />10. EXISTING UTILITIES ARE SHOWN AS THEY ARE BELIEVED TO EXIST. THE OWNER
<br />AND THE ENGINEER DO NOT ACCEPT RESPONSIBILITY FOR THEIR ACCURACY. PRIOR
<br />TO COMMENCING ANY WORK, THE CONTRACTOR SHALL HAVE EACH UTILITY COMPANY
<br />ACCURATELY LOCATE IN THE FIELD, THEIR MAINS AND SERVICE LINES. IT SHALL
<br />BE THE CONTRACTOR'S SOLE RESPONSIBILITY TO PROTECT ALL EXISTING UTILITY
<br />LINES, SO THAT NO DAMAGE RESULTS TO THEM DURING THE PERFORMANCE OF HIS
<br />CONTRACT.
<br />11. WE CALL YOUR ATTENTION TO: SECTION 1540(a)(1) OF THE CONSTRUCTION
<br />SAFETY ORDERS (TITLE 8 CALIFORNIA ADMINISTRATION CODE SECTION 1540),
<br />ISSUED BY THE OCCUPATIONAL SAFETY AND HEALTH STANDARDS, BOARD PURSUANT
<br />TO THE CALIFORNIA OCCUPATIONAL SAFETY AND HEALTH ACT OF 1973, AS
<br />AMENDED, WHICH STATES:
<br />"PRIOR TO OPENING AN EXCAVATION, EFFORT SHALL BE MADE TO DETERMINE
<br />WHETHER UNDERGROUND INSTALLATIONS ; I.E., SEWER, WATER, FUEL,
<br />ELECTRIC LINES, ETC., WILL BE ENCOUNTERED AND, IF SO, WHEN THE
<br />EXCAVATION APPROACHES THE APPROXIMATE LOCATION OF SUCH
<br />INSTALLATION, THE EXACT LOCATION SHALL BE DETERMINED BY CAREFUL
<br />PROBING OR HAND DIGGING; AND WHEN IT IS UNCOVERED, ADEQUATE
<br />PROTECTION SHALL BE PROVIDED FOR THE EXISTING INSTALLATION. ALL.
<br />KNOWN OWNERS OF UNDERGROUND FACILITIES IN THE AREA CONCERNED SHALL
<br />-
<br />BE ADVISED OF PROPOSED WORK AT LEAST 48 HOURS PRIOR TO THE START OF
<br />ACTUAL EXCAVATION."
<br />12.
<br />13. CONTRACTOR SHALL PROVIDE CONSTRUCTION SIGNS AND TRAFFIC DEVICES FOR
<br />PUBLIC SAFETY AND CONVENIENCE. CONTRACTOR SHALL KEEP TWO TRAFFIC
<br />LANES OPEN IN ADJACENT PUBLIC STREETS AT ALL TIMES DURING
<br />CONSTRUCTION.
<br />G R A E3 I N G
<br />1. CONTRACTOR SHALL DEMOLISH, EXCAVATE, REMOVE AND DISPOSE OF ALL
<br />EXISTING CONCRETE OR ASPHALT CONCRETE PAVING, CONCRETE CURB, GUTTER
<br />AND SIDEWALK, TREES AND DELETERIOUS MATERIAL AS REQUIRED TO CONSTRUCT THE
<br />CONTRACT WORK. ALL EXCESS MATERIAL GENERATED BY DEMOLITION,
<br />EXCAVATION AND GRADING SHALL BE DISPOSED OF BY THE CONTRACTOR.
<br />2. LUMP SUM BID FOR GRADING AND LAND STABILIZATION SHALL INCLUDE
<br />EXCAVATION AND FILL OF PAVED AREAS WITHIN THE SITE AND THE PLACEMENT
<br />OF ANY EXCESS EXCAVATION ON DESIGNATED AREAS AS DIRECTED BY THE
<br />ENGINEER.
<br />CONST_RLJGTION STAKING
<br />1. CONSTRUCTION STAKING IS NORMALLY PERFORMED BY THE ENGINEER WHO PREPARED
<br />THE PLAN. THIS PERMITS APPROPRIATE ON-SITE INTERPRETATION AND
<br />ADJUSTMENT OF THE PLANS, IF NECESSARY. THIS NOTE GIVES FORMAL NOTICE
<br />THAT THE FIRM OF WONG ENGINEERS, INC., CANNOT AND WILL NOT, TAKE
<br />RESPONSIBILITY FOR ERRORS OR OMISSIONS, IF ANY, WHICH MIGHT OCCUR AND
<br />WHICH COULD HAVE BEEN AVOIDED OR DETECTED AND/OR CORRECTED AND
<br />MITIGATED HAD WONG ENGINEERS, INC., PERFORMED THE CONSTRUCTION STAKING
<br />WORK.
<br />2. ALL REFERENCES TO CONTRACTOR SHALL MEAN CONTRACTOR FOR SITEWORK SHOWN
<br />ON THIS PLAN ONLY.
<br />Alal�'
<br />Uhf Of WA7fr(? �.+'GEOJ fore ,PfG✓CIfO, rPfGIA/MEG' OSP OJ!/E,P .UO,f/.DDJ�I�IE �tUJIhP, fOA?
<br />/!/f ,oL/�,DDhf Df� Od�J GO,c/1r�OL DrP OJF/fP GOrI/`Jl��GJ/D.(/ D�Jf�I, U,(/1�17� fO�P//f!/Cl.�
<br />OrP Ol,4ffjy ,dl/,P.DD�f�J, /�✓ ,DPDG/,//O✓/Jf0
<br />SHEET- INDEX
<br />SHEET 1 TITLE SHEET
<br />SHEET 2 SHAW STREET PLAN & PROFILE
<br />FRESH START BAKERY
<br />SANITARY SEWER IMPROVEMENTS
<br />TITLE SHEET
<br />DEPARTMENT OF PUBLIC WORKS
<br />CITY OF STOCKTON, CALIFORNIA
<br />SCALE NONE
<br />APPROVED BY: DATE:
<br />DESIGNED BY WE
<br />DRAWN BY AB r
<br />CHECKED BY CCW
<br />CITY ENGINEER
<br />AS BUILT BY STOCKTON, CALIF.
<br />3si�•c
<br />SHEET
<br />OWI -
<br />JOB NO.
<br />2854
<br />
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