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<br />APPROVED 7-1�'2 1991
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<br />fes- C? WOOD FENCJE (3 TZ RA CL FEN C.E - b * N m I I N
<br />TO PJEtYIOVEO +
<br />G F2 /\ I N G NOTES I k cIr-
<br />XZWre IS T� E iEMtb
<br />77CI a
<br />1. CONTRACTOR SHALL DEMOLISH,.EXCAVATE, REMOVE AND DISPOSE OF ALL r lam✓ m
<br />EXISTING CONCRETE OR ASPHALT CONCRETE PAVING, CONCRETE CURB GUTTER i ON`�T. 52% 1_F j t{IGI� ��JNp C3ARTLIER F�NGE SSE vt= 7 IL �- N
<br />N�) AND SIDEWALK, TREES AND DELETERIOUS MATERIAL AS REQUIRED TO CONSTRUCT THECONS R U C T_= O N S T A K �N G SH1 TYPF- A°P,A¢RluaaE ori 1t✓
<br />z --
<br />CONTRACT WORK. ALL EXCESS MATERIAL GENERATED BY DEMOLITION,tic-m_-
<br />EXCAVATION
<br />* * * +*�1. CONSTRUCTION STAKING IS NORMALLY PERFORMED BY THE ENGINEER WHO PREPARED
<br />I AND GRADING SHALL BE DISPOSED OF BY THE CONTRACTOR. 1- SOUND EA2-,?-1E121 FENCE To BE r
<br />2. LUMP SUM BIO FOR GRADING AND LAND STABILIZATION SHALL INCLUDE THE PLAN. THIS PERMITS APPROPRIATE ON-SITE INTERPRETATION AND, . calsRwcrtp o� PvoPFSz� LIr�E CON ST'•100 LF 1 ({1(t{
<br />EXCAVATION AND FILL OF PAVED AREAS WITHIN THE SITE AND THE PLACEMENT ADJUSTMENT OF THE PLANSIF NECESSARYTHIS NOTE GIVES FORMAL NOTICE -WND �- FEh+G�
<br />L ALL STOR BARS TO 13E LOCATED c -AIL =,HEFT S
<br />OF ANY EXCESS EXCAVATION ON DESIGNATED AREAS AS DIRECTED BY THE THAT THE FIRM OF WONG ENGINEERS, INC., CANNOT AND WILL NOT, TAKE F,E� NAND(cAP RA WIP ry OUTS,DE
<br />ENGINEER. RESPONSIBILITY FOR ERRORS OR OMISSIONS, IF ANY, WHICH MIGHT OCCUR AND 1"f -O
<br />3. EARTHWORK WHICH COULD HAVE BEEN AVOIDED OR DETECTED AND/OR CORRECTED AND
<br />THE CONTRACTOR SHALL EXCAVATE, FILL AND GRADE THE PROJECT SITE IN MITIGATED HAD WONG ENGINEERS, INC., PERFORMED THE CONSTRUCTION STAKING
<br />qW ORDER THAT SITE IMPROVEMENTS CAN BE CONSTRUCTED TO THE GRADES AND WORK.
<br />L5
<br />CSLOPES SHOWN ON THESE PLANS. ALTHOUGH AN ATTEMPT HAS BEEN MADE TO 2 REFERENCES TO CONTRACTOR SHALL MEAN CONTRACTOR FOR SITEWORK SHOWN
<br />BALANCE EARTH CUT AND FILL QUANTITIES, DUE TO THE APPROXIMATIONS OF ON THIS PLAN ONLY.
<br />EXISTING GRADES AND OTHER CONDITIONS NOT PRECISELY KNOWN THE ENGINEER
<br />DOES NOT GUARANTEE THAT SUCH CUT AND FILL QUANTITIES WILL BALANCE. AS
<br />EARTH WORK OPERATIONS PROGRESS, MINOR ADJUSTMENTS IN GRADES MAY BE CITY OF STOCKTON GENERAL NOTES -
<br />MADE IN ORDER TO BRING THE CUT AND FILL QUANTITIES MORE IN BALANCE,
<br />BUT SUCH CHANGES CAN ONLY BE MADE AFTER APPROVAL OF THE OWNER AND THE 1. SANITARY SEWER IMPROVEMENTS SHOWN SHALL BE CONSTRUCTED
<br />ENGINEER. THE COST OF SUCH ADJUSTMENTS SHALL BE PAID BY THE IN STRICT ACCORDANCE WITH CITY OF STOCKTON STANDARD
<br />CONTRACTOR .AND NO EXTRA PAYMENT WILL BE ALLOWED. ANY SURPLUS EARTH SPECIFICATIONS AND PLANS, 1984 EDITION, AND ALL
<br />PIES MATERIAL SHALL BE DISPOSED OF AS DIRECTED BY THE ENGINEER AT THE AMENDMENTS THERETO TO DATE. SANITARY SEWER LINE WORK QhC`E'SI0Y�
<br />CONTRACTOR'S EXPENSE. ANY ADDITIONAL EARTH MATERIAL NEEDED TO 4� ANCf
<br />CITY OF STOCKTON COMPLETE THE ON-SITE GRADING SHALL BE PROVIDED AND PAID FOR BY THE SHALL BE DONE UNDER THE INSPECTION OF THE CITY OF
<br />CONTRACTOR. ANY FILL PLACED SHALL BE PROPERLY COMPACTED AS REQUIRED STOCKTON DEPARTMENT OF PUBLIC WORKS OR BUILDING
<br />APPROVED BY CALIFORNIA WATER SERVICE COMPANY BY THE PLANS AND THESE SPECIFICATIONS: DEPARTMENT. TRENCHING AND BACKFILL SHALL BE DONE C Z
<br />UNDER THE INSPECTION OF THE CITY OF STOCKTON.
<br />- &� EXP.3-3t-Q3 A
<br />2. THE CONTRACTOR SHALL CONTACT WALT NICHOLS AT (209)
<br />f J 944-8279 OF THE CITY OF STOCKTON FOR A PRECONSTRUCTION
<br />SIGNA RaF- DATE CONFERENCE.
<br />,
<br />GENERAL NOTE S
<br />1. CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY
<br />FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION
<br />OF THIS PROJECT, INCLUDING SAFETY FOR ALL PERSONS AND PROP-
<br />ERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT
<br />BE LIMITED TO NORMAL WORKING HOURS AND THATITHE CONTRACTOR
<br />SHALL DEFEND, INDEMNIFY , AND HOLD THE OWNER, AND ENGINEER
<br />HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN
<br />CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT.
<br />2. PRIOR TO PERFORMING ANY WORK WITHIN THE ROAD RIGHT-OF-WAY
<br />THE CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT FROM THE
<br />SAN JOAQUIN COUNTY DEPARTMENT OF PUBLIC WORKS.
<br />3. CONTRACTOR SHALL OBTAIN A GRADING PERMIT FROM THE SAN JOAQUI. _
<br />COUNTY BUILDING DIVISION.
<br />4. ALL TRAFFIC SIGNS AND MARKINGS SHALL CONFORM TO THE "MANUAL I.
<br />OF UNIFORM TRAFFIC CONTROL DEVICES" AND SAN JOAQUIN COUNTY
<br />STANDARDS, AMD SHALL. 6£ SHOWN ori THE PLA",S,
<br />5. THE FIRST COMPACTION TEST, MATERIAL SAMPLING AND TESTING
<br />SHALL BE THE RESPONSIBILITY OF THE DEVELOPER, SUBSEQUENT
<br />TESTING REQUIRED DUE TO FAILURE OF THE FIRST TEST SHALL P'
<br />THE SOLE RESPONSIBILITY OF THE CONTRACTOR.
<br />6. ANY CHANGES ON THE APPROVED IMPROVEMENT PLANS AND SPECI
<br />ICATIONS MUST BE PREPARED AND CERTIFIED BY THE "CIVIL
<br />ENGINEER ", AND SHALL BE SUBMITTED TO THE DIRECTOR OF PUb
<br />WORKS FOR APPROVAL PRIOR TO IMPLEMENTATION.
<br />7. 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 OF ALL PERSONS
<br />AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY
<br />AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE
<br />CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD HARMLESS, THE
<br />COUNTY OF SAN JOAQUIN, ITS ELECTED OFFICIALS, OFFICERS,
<br />EMPLOYEES, AND AGENTS FROM ANY AND ALL CLAIMS, COSTS OF
<br />LITIGATION, DAMAGES, AND ATTORNEY'S FEES, FOR PERSONAL INJURY
<br />OR PROPERTY DAMAGE OF WHATEVER NATURE WHICH ARE CLAIMED TO
<br />14AVE OCCURRED DURING THE TERM OF THIS PROJECT.
<br />GRA�I_NG _PERM=1 NOTES
<br />1. COMPACTION REPORTS SHALL BE SUBMITTED PRIOR TO ISSUING A
<br />BUILDING PERMIT FOR FOOTINGS NOT DESIGNED IN CONFORMANCE
<br />WITH U.B.C. SECTION 2907.
<br />2. ALL LOTS SHALL BE SLOPED AS SHOWN ON TYPICAL LOT DRAINAGE
<br />DETAIL AS SHOWN ON LOTS 2 AND 3 BY THE DEVELOPER AFTER THE
<br />HOUSES HAVE BEEN CONSTRUCTED. THIS WILL NOT BE A PART QF
<br />THE GRADING CONTRACTORS RESPONSIBILITY.
<br />D I S T R I C :Es S U P P L Y I N G S E R V ICE S
<br />WATER CALIFORNIA WATER SERVICE COMPANY
<br />SEWER EAST STOCKTON SANITARY DISTRICT NO. 51
<br />STORM COUNTY SERVICE AREA NO. 41
<br />STREET LIGHTS COUNTY SERVICE AREA NO. 41
<br />FIRE CITY OF STOCKTON FIRE DEPARTMENT
<br />(F-A,ST SIDE F1R8 DI$TRICT�
<br />SHEET I N D E X
<br />SHEET 1 STREET IMPROVEMENT AND GRADING PLAN
<br />SHEET 2 UNDERGROUND IMPROVEMENT -PLAN
<br />SHEET 3 PROFILE SHEET
<br />SHEET 4 DETAIL SHEET
<br />SHEET 5 DETAIL SHEET
<br />f� A V E M E N T 01 E S I G N CHAR T
<br />STREET NAME T.I.-R" A.C. A.B.. A.S.B.
<br />GUERNSEY AVE 5.0 5 2" 6" 7"
<br />HINKLEY AVE 5.0 5 2" 6" 7"
<br />PUMA PLACE 5.0 5 2" 6" 7"
<br />ANTELOPE LANE 5.0 5 2" 6" 7"
<br />CARIBQU DRIVE 5.0 5 2" 6" 7"
<br />G.E. = 0.0032 (5.0)(100-5)= 1.52'
<br />C. X 2.5 = 5.0
<br />6"A. B. X 1.1 = 6.6
<br />7"A.S.B. X 1.0 = 7_0
<br />18.6"/12 = 1.55'
<br />A PR(m GOAT SgAt- 8>=. APP( -(EO PEs- SEL.1loN 39
<br />OF Tit= ST/iTE OF eAUFOPt-)IA STANE>AaD SPF-C�FtLAT10NS
<br />AND 4,E0110N 4-I A�,PHAL"7 CoNGR.f�_TEI OF -Mla 106
<br />TE�HrIIGAL ��P�FIcATIcr+��
<br />IDEVEI OPER _ I
<br />G.M. WINCHELL & SON
<br />3835 E. MAIN STREET
<br />STOCKTON CA 95205
<br />(209) 462-7863
<br />DES=GN E-'-LaLNEER =
<br />WONG ENGINEERS, INC.
<br />4578 FEATHER RIVER DR. STE.A.
<br />STOCKTON CA 95219 "
<br />(209) 476-0011
<br />BENCH MARK:
<br />FSRA`�S Dl�ii�MA2�IN(r CITY of S;TOCKTON
<br />TRAVERSE CONTROL MOO. STAMPED
<br />Cos -13 W MON. IE�,OX AT INTI 1zSELTtoN
<br />OF CENTEIZUNES
<br />0R-0 AVS_ AND
<br />NVAIr
<br />1DA.Tt
<br />n ,. v ow W. wo..••o...• eA. .M1
<br />3525 G
<br />VICINITY MAP
<br />rto evcALe
<br />"
<br />APPROVED T2'¢ 19-&-
<br />FOR SANITARY SEWER WORK ONLY.
<br />APPROVED777= 19
<br />v
<br />1
<br />REVISIONS
<br />fl WONG ENGINEERS INC.
<br />p '
<br />I U PLANNING 9 ENGINEERING SURVEYING
<br />STOCKTON, CALIFORNIA
<br />---2enu C� R.C.E. N O. 14269
<br />---_
<br />JOB. NO. 2321
<br />TRACT NO. 2459 EAGLECREST UNIT THREE SAN JOAQUIN COUNTY,
<br />CALIFORNIA
<br />SHEET
<br />OF 5
<br />NO.
<br />DESCRIPTION
<br />DATE
<br />BY
<br />DATE FEB 1991
<br />SCALE HORIZ 1"=40'
<br />STREET IMPROVEMENT & GRADING PLAN
<br />SCALE VERT
<br />DRAWN HAL
<br />PAUL M. SENSIBAUGH, CIT ENGINEER
<br />CITY OF STOCKTON R.C.E. 40,144
<br />HENRY. A. DIRECTOR OF PUBLIC WORKS
<br />SAN JOAO IN COUNTY R.C.E. 21,258
<br />DESIGN WE
<br />FILE
<br />CHECK
<br />n ,. v ow W. wo..••o...• eA. .M1
<br />3525 G
<br />
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