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IMPROVEMENT
<br />PLANS
<br />JHANT RANUMETTES
<br />TRACT N0. 2576
<br />(SU -92-14)
<br />SIEGFRIED ENGINEERING, INC.
<br />STO C KTO N , CALIFORNIA
<br />GENERAL NOTES:
<br />C
<br />THE FOLLOWING SPECIFICATIONS ARE TO SUPPLEMENT THE LATEST EDITION
<br />O
<br />OF THE SAN JOAQUIN COUNTY IMPROVEMENT STANDARDS ADOPTED BY
<br />0
<br />0
<br />off
<br />ROAD
<br />ORDINANCE NO. 3662. ALL CONSTRUCTION AND MATERIALS SHALL BE IN
<br />A.S.B.
<br />ACCORDANCE WITH THE LATEST EDITION OF THE SAN JOAQUIN COUNTY
<br />FL
<br />IMPROVEMENT STANDARDS.
<br />i
<br />1. SPECIAL NOTICES AND PERMITS
<br />P.U.E.
<br />A. PRIOR TO START OF CONSTRUCTION, THE CONTRACTOR SHALL HAVE
<br />B. C.
<br />IN HIS POSSESSION THE FOLLOWING PERMITS AND PLANS:
<br />E. P.
<br />■ CONTRACTOR SHALL HAVE RECEIVED COUNTY APPROVED
<br />i
<br />PLANS PRIOR TO CONSTRUCTION.
<br />(N)
<br />■ CONTRACTOR SHALL HAVE NOTIFIED ALL UTILITY
<br />u'
<br />COMPANIES AFFECTED BY THE DEVELOPMENT PRIOR TO
<br />LJ
<br />BEGINNING OF WORK.
<br />I_.;
<br />■ CONTRACTOR SHALL HAVE NOTIFIED "UNDERGROUND SERVICE
<br />E.V.C.
<br />ALERT' (PHONE 800-642-2444) 48 HOURS IN ADVANCE
<br />P.C.C.
<br />BEFORE ANY DIGGING.
<br />S.N.S.
<br />■ CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION
<br />C.M.P.
<br />OF ALL EXISTING MONUMENTS AND/OR OTHER SURVEY
<br />T.O.B.
<br />MONUMENTS AND SHALL NOTIFY SAN JOAQUIN COUNTY
<br />Cr0-1
<br />SURVEYOR OF ANY DAMAGED OR REMOVED COUNTY, STATE OR
<br />VAR.
<br />FEDERAL MONUMENTS.
<br />SAN JOAQUIN
<br />■ THE CONTRACTOR SHALL HAVE VERIFIED ALL STREET NAMES
<br />WITH COMMUNITY DEVELOPMENT DEPARTMENT BEFORE
<br />R-24, R-25,
<br />ORDERING STREET SIGNS.
<br />2. EXCAVATION OF 5 FEET, OR MORE, IN DEPTH WILL REQUIRE AN
<br />EXCAVATION PERMIT FROM THE STATE OF CALIFORNIA DEPARTMENT OF
<br />INDUSTRIAL SAFETY.
<br />SHEET
<br />3. CONTRACTOR SHALL NOTIFY SAN JOAQUIN COUNTY DEPARTMENT OF
<br />PUBLIC WORKS 24 HOURS IN ADVANCE OF PERFORMING ANY WORK
<br />(n
<br />REQUIRED IN THE PLANS. PHONE (209) 468-3022.
<br />(�
<br />4. ALL IMPROVEMENTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE
<br />LEGEND, INDEX
<br />ADOPTED STANDARDS OF SAN JOAQUIN COUNTY.
<br />5. TEMPORARY BENCHMARKS ARE SHOWN ON SHEET 2.
<br />HACIENDA DRIVE STA. 0+00 TO 15+36.03
<br />6. ELEVATIONS ARE REFERRED TO U.S.G.S. DATUM AND ARE BASED ON SAN
<br />HACIENDA DRIVE STA. 15+36.03
<br />JOAQUIN COUNTY CO MONUMENT "AA -813.41", ELEVATION 104.50.
<br />orf
<br />7. ALL STATIONS REFER TO DISTANCES ALONG STREET CENTERLINE.
<br />8. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXISTING
<br />4
<br />IMPROVEMENTS FROM DAMAGE. COST OF REPLACING EXISTING
<br />0
<br />IMPROVEMENTS SHALL BE INCLUDED IN THE UNIT PRICE BID FOR ITEMS
<br />REQUIRING REMOVAL AND REPLACEMENT OF EXISTING IMPROVEMENTS.
<br />9. WHENEVER PAVEMENT IS BROKEN OR CUT IN THE INSTALLATION OF THE
<br />WORK COVERED BY THE SPECIFICATIONS, THE PAVEMENT SHALL BE
<br />REPLACED AFTER PROPER BACKFILLING WITH PAVEMENT MATERIALS
<br />EQUAL TO OR BETTER THAN THE MATERIALS USED IN THE ORIGINAL
<br />PELTIER
<br />PAVING.
<br />ROAD
<br />10. DRAWING NUMBERS SHOWN ON PLANS REFER TO SAN JOAQUIN COUNTY
<br />STANDARD DETAILS.
<br />11. THE CONTRACTOR SHALL CHECK WITH THE UTILITY COMPANIES AND
<br />VERIFY ALL UTILITY LOCATIONS. IT SHALL BE THE CONTRACTOR'S
<br />SOLE RESPONSIBILITY TO PROTECT ALL EXISTING UTILITIES SO THAT
<br />NO DAMAGE RESULTS TO THEM DURING THE PERFORMANCE OF HIS
<br />CONTRACT. CONTRACTOR SHALL BE REQUIRED TO COOPERATE WITH
<br />OTHER CONTRACTORS AND UTILITY COMPANIES INSTALLING NEW
<br />STRUCTURE, UTILITIES AND SERVICE FOR THE DEVELOPMENT.
<br />12. PAYMENT FOR PAVEMENT WILL BE MADE ONLY FOR AREAS SHOWN ON
<br />NOT TO SCALE
<br />PLANS. REPLACEMENT OF PAVEMENT WHICH IS BROKEN OR CUT IN THE
<br />INSTALLATION OF THE WORK COVERED BY THESE SPECIFICATIONS, AND
<br />WHICH LIES OUTSIDE OF THE SAID AREAS, SHALL BE INCLUDED IN THE
<br />STREET CONTRACTOR'S UNIT PRICE BID FOR PAVEMENT, AND NO
<br />ADDITIONAL PAYMENT SHALL BE MADE FOR SUCH WORK.
<br />13. CONTRACTOR SHALL OBTAIN ENCROACHMENT PERMIT FROM SAN JOAQUIN
<br />COUNTY PRIOR TO PERFORMING WORK ON ANY COUNTY RIGHT-OF-WAY.
<br />14. "ENGINEER" REFERS TO SIEGFRIED ENGINEERING, INC., CONSULTING
<br />CIVIL ENGINEERS.
<br />15. CONTRACTOR AGREES: THAT HE SHALL ASSUME SOLE AND COMPLETE
<br />RESPONSIBILITY FOR JOBSITE 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 THE OWNERS,
<br />THE COUNTY OF SAN JOAQUIN, AND THE ENGINEER HARMLESS FROM
<br />ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH
<br />THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPT FOR THE
<br />LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNERS, THE
<br />COUNTY OF SAN JOAQUIN OR THE ENGINEER.
<br />16. CONTRACTOR'S ATTENTION IS CALLED TO THE FOLLOWING:
<br />SECTION 1540 (A)(1) OF THE CONSTRUCTION SAFETY ORDERS (TITLE
<br />8 CALIFORNIA ADMINISTRATION CODE SECTION 1540), ISSUED BY THE
<br />OCCUPATIONAL SAFETY AND HEALTH STANDARDS BOARD PURSUANT TO THE
<br />CALIFORNIA OCCUPATIONAL SAFETY AND HEALTH ACT OF 1973 AS
<br />AMENDED WHICH STATES:
<br />(1) "PRIOR TO OPENING AN EXCAVATION, EFFORT SHALL BE MADE TO
<br />DETERMINE WHETHER UNDERGROUND INSTALLATION; I.E., SEWER,
<br />WATER, FUEL, ELECTRIC LINES, ETC., WILL BE ENCOUNTERED
<br />AND, IF SO, WHERE SUCH UNDERGROUND INSTALLATIONS ARE
<br />LOCATED. WHEN THE EXCAVATION APPROACHES THE APPROXIMATE
<br />LOCATION OF SUCH AN INSTALLATION, THE EXACT LOCATION
<br />SHALL BE DETERMINED BY CAREFUL PROBING OR HAND DIGGING;
<br />AND, WHEN IT IS UNCOVERED, ADEQUATE PROTECTION SHALL BE
<br />PROVIDED FOR THE INSTALLATION. ALL KNOWN OWNERS OF
<br />UNDERGROUND FACILITIES IN THE AREA CONCERNED SHALL BE
<br />ADVISED OF PROPOSED WORK AT LEAST 48 HOURS PRIOR TO THE
<br />START OF ACTUAL EXCAVATION, BY CALLING USA ® (800)642-
<br />2444.
<br />17. WORK IN STREET RIGHT-OF-WAY IS SUBJECT TO THE APPROVAL AND
<br />ACCEPTANCE OF THE SAN JOAQUIN COUNTY PUBLIC WORKS DEPARTMENT.
<br />18. CONSTRUCTION STAKING IS NORMALLY PERFORMED BY THE ENGINEER WHO
<br />PREPARES THE PLAN, THEREBY PERMITTING APPROPRIATE ON-SITE
<br />INTERPRETATION AND ADJUSTMENT OF THE PLANS, IF NECESSARY.
<br />THIS NOTE GIVES FORMAL NOTICE THAT THE FIRM OF SIEGFRIED
<br />ENGINEERING, INC. CANNOT, AND WILL NOT, TAKE RESPONSIBILITY FOR
<br />ERRORS OR OMISSIONS, IF ANY, WHICH MIGHT OCCUR AND WHICH COULD
<br />HAVE BEEN AVOIDED OR DETECTED AND/OR CORRECTED OR MITIGATED
<br />HAD SIEGFRIED ENGINEERING, INC. PERFORMED THE CONSTRUCTION
<br />STAKING WORK.
<br />19. CONTRACTOR SHALL PROVIDE DUST CONTROL MEASURES AT ALL TIMES
<br />DURING CONSTRUCTION AS PER SECTION 10 OF THE STANDARD
<br />SPECIFICATIONS OF THE STATE OF CALIFORNIA AND PER SAN JOAQUIN
<br />COUNTY, DEPARTMENT OF PUBLIC WORKS REQUIREMENTS.
<br />20. TRAFFIC SIGNALS AND MARKINGS SHALL CONFORM TO THE MANUAL OF
<br />UNIFORM TRAFFIC CONTROL DEVICES AND SAN JOAQUIN COUNTY STANDARDS
<br />AND AS 5HOWW ON THE rLANS.
<br />21. ENCROACHMENT PERMIT REQUIRED PRIOR TO ANY CONSTRUCTION WITHIN
<br />/
<br />JAHANT ROAD RIGHT-OF-WAY.
<br />IMPROVEMENT
<br />PLANS
<br />JHANT RANUMETTES
<br />TRACT N0. 2576
<br />(SU -92-14)
<br />SIEGFRIED ENGINEERING, INC.
<br />STO C KTO N , CALIFORNIA
<br />CIVIL ENGINEERS
<br />APRIL, 1993
<br />Q
<br />0
<br />I 0
<br />JAHANT
<br />C
<br />UQ
<br />Z)
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<br />AGGREGATE BASE
<br />0
<br />0
<br />off
<br />ROAD
<br />PROPERTY LINE
<br />A.S.B.
<br />AGGREGATE SUB BASE
<br />FL
<br />FLOWLINE
<br />i
<br />..
<br />P.U.E.
<br />PUBLIC UTILITY EASEMENT
<br />B. C.
<br />BEGINNING OF CURVE
<br />E. P.
<br />1< r
<br />i
<br />END OF CURVE
<br />(N)
<br />NORTH, ETC.
<br />u'
<br />POINT OF REVERSE CURVE
<br />LJ
<br />SITEo
<br />I_.;
<br />POINT ON CURVE
<br />E.V.C.
<br />END OF VERTICAL CURVE
<br />CIVIL ENGINEERS
<br />APRIL, 1993
<br />Q
<br />0
<br />I 0
<br />JAHANT
<br />C
<br />UQ
<br />Z)
<br />no
<br />O
<br />AGGREGATE BASE
<br />0
<br />0
<br />off
<br />ROAD
<br />PROPERTY LINE
<br />A.S.B.
<br />AGGREGATE SUB BASE
<br />FL
<br />FLOWLINE
<br />CONC.
<br />CONCRETE
<br />P.U.E.
<br />PUBLIC UTILITY EASEMENT
<br />B. C.
<br />BEGINNING OF CURVE
<br />E. P.
<br />EDGE OF PAVEMENT
<br />E.C.
<br />END OF CURVE
<br />(N)
<br />NORTH, ETC.
<br />P.R.C.
<br />POINT OF REVERSE CURVE
<br />B.V.C.
<br />SITEo
<br />P.O.C.
<br />POINT ON CURVE
<br />E.V.C.
<br />END OF VERTICAL CURVE
<br />P.C.C.
<br />POINT OF COMPOUND CURVE
<br />S.N.S.
<br />STREET NAME SIGN
<br />C.M.P.
<br />CORRUGATED METAL PIPE
<br />T.O.B.
<br />TOP OF BANK
<br />Cr0-1
<br />CORRUGATED METAL
<br />VAR.
<br />VARIABLE
<br />SAN JOAQUIN
<br />COUNTY STANDARD DRAWINGS APPLICABLE
<br />R-24, R-25,
<br />m
<br />Z
<br />SHEET
<br />NO. DESCRIPTION
<br />1
<br />(n
<br />GENERAL NOTES,
<br />(�
<br />_j
<br />LLl
<br />LEGEND, INDEX
<br />AND ABBREVIATIONS
<br />2
<br />HACIENDA DRIVE STA. 0+00 TO 15+36.03
<br />3
<br />HACIENDA DRIVE STA. 15+36.03
<br />a
<br />orf
<br />AND DETAILS
<br />4
<br />GRADING PLAN
<br />0
<br />BASIN PLAN
<br />CO
<br />PELTIER
<br />ROAD
<br />�NN
<br />�I
<br />VICINITY MAP
<br />NOT TO SCALE
<br />R/W � R/W
<br />NOTE: SEE STD. DWG. R-3, RURAL RESIDENTIAL, FOR DETAILS
<br />50' -
<br />25'
<br />9' - 4' 12' 12' 4'
<br />)FILE 6" A.B. 6" A.B.
<br />2% 27
<br />a
<br />RAD COMPACTED •
<br />HACIENDA DRIVE STATION 0+00 TO 15+25.00
<br />NOT TO SCALE
<br />R/W
<br />I( NOTE: SEE STD. DWG. R-3, RURAL RESIDENTIAL, FOR DETAILS I
<br />50'
<br />- 25'----- - - 25'-
<br />9'
<br />'-9' - 4' ---12' 12' 4' g'
<br />6EK 1NG SHALLCONFORgTO 56CTION 19,"EARTN _V_
<br />FL AS SHOWN j ON PRQFILE_ OF THE STANDARD SPear�Cnn N5 (CALT2AKS)
<br />SHOWN
<br />6" A.B. 6" A.B. —
<br />2% 2%
<br />0 0 0 0O 000 00 00 00 000 0 0 0
<br />2" A.C., OVER PRIME COAT
<br />EXISTING GRADE 5.5" A.B. _� R.E
<br />1' 6" SUBGRADE COMPACTED TO 95% 1
<br />HACIENDA DRIVE STATION 15+36.00 TO 22+20.00
<br />NOT TO GA
<br />NOTE: SELECT MATERIAL EXCAVATED FROM STA. 0+00 TO 15+25, HAVING A MINIMUM "R" VALUE
<br />OF 19, SHALL BE USED TO MAKE 6" SUBGRADE FROM STA. 15+36 TO 22+20.
<br />R=19
<br />T.I.=3.5
<br />G.E.=0.91
<br />I,
<br />R/W
<br />R=19
<br />T.I.=3.5
<br />G.E.=0,91
<br />GRADE
<br />DESCRIPTION
<br />STORM SEWER
<br />GAS LINE
<br />WATER LINE
<br />TELEPHONE
<br />CABLE TELEPHONE
<br />PAVEMENT
<br />FENCE
<br />GROUND ELEVATION
<br />PAVEMENT ELEVATION
<br />FLOW'LINE ELEVATION
<br />SUBDIVISION BOUNDARY
<br />RIGHT-OF-WAY LINE
<br />CENTERLINE
<br />PUBLIC UTILITY
<br />EASEMENT
<br />MONUMENT BOX
<br />DIRECTION OF FLOW OF
<br />ROADSIDE DITCH
<br />DOMESTIC WELL
<br />AGGREGATE BASE
<br />SIGN
<br />R -VALUE LOCATION
<br />LEGEND:
<br />TO BE CONSTRUCTED
<br />O U
<br />4" G
<br />8" W ---
<br />T
<br />TV
<br />105.0 G
<br />105. P
<br />ZZ -
<br />105.00 FE
<br />@PER STE).DW6.R-26
<br />ABBREVIATIONS:
<br />EXISTING
<br />105xO
<br />105x00 P
<br />105x00 FL
<br />A. C.
<br />ASPHALT CONCRETE
<br />C
<br />CENTERLINE
<br />A.B.
<br />AGGREGATE BASE
<br />DATE
<br />PROPERTY LINE
<br />A.S.B.
<br />AGGREGATE SUB BASE
<br />FL
<br />FLOWLINE
<br />CONC.
<br />CONCRETE
<br />P.U.E.
<br />PUBLIC UTILITY EASEMENT
<br />B. C.
<br />BEGINNING OF CURVE
<br />E. P.
<br />EDGE OF PAVEMENT
<br />E.C.
<br />END OF CURVE
<br />(N)
<br />NORTH, ETC.
<br />P.R.C.
<br />POINT OF REVERSE CURVE
<br />B.V.C.
<br />BEGINNING OF VERTICAL CURVE
<br />P.O.C.
<br />POINT ON CURVE
<br />E.V.C.
<br />END OF VERTICAL CURVE
<br />P.C.C.
<br />POINT OF COMPOUND CURVE
<br />S.N.S.
<br />STREET NAME SIGN
<br />C.M.P.
<br />CORRUGATED METAL PIPE
<br />T.O.B.
<br />TOP OF BANK
<br />C. M.
<br />CORRUGATED METAL
<br />VAR.
<br />VARIABLE
<br />SAN JOAQUIN
<br />COUNTY STANDARD DRAWINGS APPLICABLE
<br />R-24, R-25,
<br />R-26, R-28, R-29, R-32 R-33, R-34
<br />INDEX:
<br />SHEET
<br />NO. DESCRIPTION
<br />1
<br />VICINITY MAP,
<br />GENERAL NOTES,
<br />LEGEND, INDEX
<br />AND ABBREVIATIONS
<br />2
<br />HACIENDA DRIVE STA. 0+00 TO 15+36.03
<br />3
<br />HACIENDA DRIVE STA. 15+36.03
<br />TO 23+43.49
<br />AND DETAILS
<br />4
<br />GRADING PLAN
<br />AND DRAINAGE
<br />BASIN PLAN
<br />UTILITY SERVICES
<br />ELECTRICITY: PACIFIC GAS & ELETRIC CO.
<br />STORM DRAINAGE: DETENTION BASIN + NATURAL
<br />SANITARY SERVICE: INDIVIDUAL SEPTIC TANKS
<br />AND LEACH FIELDS
<br />DOMESTIC WATER: INDIVIDUAL WATER WELLS
<br />STREET LIGHTING: COUNTY SERVICE AREA 49
<br />APPROVED BY: SAN JOAQUIN COUNTY DEPARTMENT
<br />OF PUBLIC HEALTH SERVICES
<br />S/- // ??
<br />DATE
<br />SIGaAE
<br />APPROVED BY: LIBERTY FIRE DISTRICT COUNTY OF SAN JOAQUIN
<br />No. 17351 J DEPARTMENT OF PUBLIC WORKS
<br />Exp_&Z Z 140 3
<br />APPROVED: /
<br />O�I V \ �O���P DATE / DATE: <a 3
<br />��//� �� --
<br />SIGNATURE _ �'_C.(.�.OL_. R.C.E. N0: �5"�
<br />R E V I S 10 N S
<br />SIEGFRIED ENGINEERING, Inc.
<br />SCALE: NO SCALE
<br />C R' P T' 0 N
<br />DATE
<br />6V
<br />DATE: APRIL, 1993
<br />_
<br />JOB NO. 7230
<br />Civil Engineering ■ Land Surveying ■ Structural Engineering ■ Planning
<br />4045 Coronado Ave. ■ Stockton, 95204-23 6209 943-2021 ■ FAX 209 942-0214
<br />Job No. 7230 Submitted By ��L'L�.a,./ R.C.E. No. 17,
<br />` 351 Exp. 6/30/93
<br />DRAWN JAB/STO/MEP
<br />DESIGN RGC
<br />CHECKED RGC
<br />DIRECTO OF PUBLIC WORKS EXP. DATE; '- z
<br />JAHANT RANCHETTES, TRACT NO. 2576 SHEET
<br />- 1
<br />OF VICINITY MAP, GENERAL NOTES, COMPUTER FIED O.
<br />LEGEND, INDEX AND ABBREVIATIONS 72
<br />ORAIMNG FlLE NNO.O.
<br />G-4693
<br />
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