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GENERAL NOTES:
<br />THE FOLLOWING SPECIFICATIONS ARE TO SUPPLEMENT THE LATEST EDITION
<br />OF THE SAN JOAQUIN COUNTY IMPROVEMENT STANDARDS ADOPTED BY
<br />ORDINANCE NO. 3662. ALL CONSTRUCTION AND MATERIALS SHALL BE IN
<br />ACCORDANCE WITH THE LATEST EDITION OF THE SAN JOAQUIN COUNTY
<br />IMPROVEMENT STANDARDS.
<br />1. SPECIAL NOTICES AND PERMITS
<br />A. PRIOR TO START OF CONSTRUCTION, THE CONTRACTOR SHALL HAVE
<br />IN HIS POSSESSION THE FOLLOWING PERMITS AND PLANS:
<br />o CONTRACTOR SHALL HAVE RECEIVED COUNTY APPROVED
<br />PLANS PRIOR TO CONSTRUCTION.
<br />o CONTRACTOR SHALL HAVE NOTIFIED ALL UTILITY
<br />COMPANIES AFFECTED BY THE DEVELOPMENT PRIOR TO
<br />BEGINNING OF WORK.
<br />u CONTRACTOR SHALL HAVE NOTIFIED "UNDERGROUND SERVICE
<br />ALERT' (PHONE 800-642-2444) 48 HOURS IN ADVANCE
<br />BEFORE ANY DIGGING.
<br />e CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION
<br />OF ALL EXISTINC MONUMENTS AND/OR OTHER SURVEY
<br />MONUMENTS AND SHALL NOTIF`! SAN JOAQUIN COUNTY
<br />SURVEYOR OF ANY DAMAGED OR REMOVED COUNTY, STATE OR
<br />FEDERAL MONUMENTS.
<br />e THE CONTRACTOR SHALL HAVE VERIFIED ALL STREET NAMES
<br />WITH COMMUNITY DEVELOPMENT DEPARTMENT BEFORE
<br />ORDERING STREET SIGNS.
<br />i. 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 />3. CONTRACTOR SHALL NOTIFY SAN JOAQUIN COUNTY DEPARTMENT OF
<br />PUBLIC WORKS 24 HOURS !N ADVANCE OF PERFORMING ANY WORK
<br />REQUIRED IN THE PLANS. PHONE (209) 468-3022.
<br />4. ALL IMPROVEMENTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE
<br />ADOPTED STANDARDS OF SAN JOAQUfN COUNTY.
<br />5, TEMPORARY BENCHMARKS ARE SHOWN ON SHEET 2.
<br />6. ELEVATIONS ARE REFERRED TO U.S.G.S. DATUM AND ARE BASED ON SAN
<br />JOAQUIN COUNTY CO MONUMENT "AA ---138.41", ELEVATION 104.50.
<br />7. ALL STATIONS REFER TO DISTANCES ALONG STREET CENTERLINE.
<br />B. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXISTING
<br />" IMPROVEMENTS FROM DAMAGE. COST OF REPLACING EXISTING
<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 />PAVING.
<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 />PLANS. REPLACEMENT OF PAVEMENT WHICH IS BROKEN OR CUT IN THE
<br />;NSTA_LA710N OF THE WORK COVERED BY THESE SPECIEICATiON, AND
<br />4HiCN ',_1E.`. ,- .-II)E OF THE SAIL...AREAS, SHALL BE. INCLUDED iN THE
<br />:;'REc_ T OGr! T RA'TuR'S UNIT PRICE' I i `' QR.. PAVEMENT, AN,) NO
<br />Ai��TfONAI PAYMFNT SHALL BE MADE :FOR` SUCH WORK.
<br />ONTRA ,TOR SHALL OBTAIN ENCROACHMENT PERMIT FROM SAN JOAQUIN
<br />COUNTY PRIOR TO PERFORMING WORK ON ANY COUNTY RIGHT-OF-WAY.
<br />14. "ENGINEER" REFERS TO R. W. SIEGFRIED & ASSOCIATES, 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 ALLEDGED. IN CONNECTION WITH
<br />THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPT FCR THE
<br />LIABILITY ARISING FROM THE SOLE NEGLIGFNCE 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 R. W. SIEGFRIED
<br />& ASSOCIATES CANNOT, AND WELL 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 R. W. SIEGFRIED & ASSOCIATES 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, WATER SHALL BE PROVIDED BY THE FAIROAKS WATER SYSTEM.
<br />21. TRAFFIC SIGNALS AND MARKINGS SHALL CONFORM TO THE MANUAL OF
<br />UNIFORM TRAFFIC CONTROL DEVICES AND SAN JOAQUIN COUNTY STANDARDS.
<br />22. ENCROACHMENT PERMIT REQUIRED PRIOR TO ANY CONSTRUCTION WITHIN
<br />FAIROAKS ROAD.
<br />23. WATER SERVICES SHALL CONFORM TO STD. DWG. W-1.
<br />24. WATER LINES SHALL BE POLYVINYL CHLORIDE PIPE, CLASS 150 (PVC,
<br />ASTM C296, TYPE Ii, OR PVC, AWWA 0900-81). WATER SERVICE LINES
<br />SHALL CONFORM WITH STD. DWG. W-1.
<br />25. STORM LINES SHALL BE POLYVINYL CHLORIDE PIPE, SDR 35 (PVC,
<br />ASTM D3034) nR i�tiNFCeCED COuCRETf-� y QtHALL
<br />CCoFORM To -rHe S of 5t(_T1oN to5 " W j &IFC1QCEC)
<br />C-0M(E6T6 OF -17H6 yTAkDAR.D SPt-CJFrCATiOM5. i
<br />�i
<br />I'M'PROVEMENT
<br />R.W. SIEGFRIED & ASSOCIATES
<br />STOCKTON, CALIFORNIA
<br />FOR
<br />CIVIL ENGINEERS
<br />JULY, 1992
<br />VICINITY MAP
<br />-OTk: SEE STfj. DWG. R--3, RURAL ROAD, FOR DETAi;_;'
<br />CALTRANS 6" TYPE: A----------
<br />ASPHALT DIKE ----
<br />�� I
<br />11 Fl Cl
<br />I
<br />.02 \ II 2% ' 2�
<br />2:1 KMAX.
<br />6" COMPACTED TO 95�
<br />_ERB & LEEWA
<br />WAY C R
<br />NOT TO SCALE
<br />., OVER PRIMI-
<br />7.5' A.S.
<br />--SECTION rA
<br />R/W �---"
<br />NOTE: SEE STD, DWG. R-3, RURAL ROAD, FOR DETAILS
<br />10' t
<br />I
<br />R OF
<br />o
<br />6" SLJr?!=KAIDE COMPACTED TO 95% CONTRACTOR MAY USE ALTERNATE SECTION OF
<br />4.5" A.C. OVER NATIVE COMPACTED MATERIAL.
<br />FAIROAKS ROAD CROSS --SECTION B
<br />NOT TO SCALE
<br />R E V I S 1 0 N S
<br />N0. D_ESCRIPTIbN DATE BY Re W. SIEGFRIED
<br />I CONSULTING CIVIL
<br />1
<br />4045 CORONADO AVENUE, STOC,r.
<br />{209/) 943-2021
<br />DATE
<br />R ' V,'
<br />32
<br />-4.0
<br />R �
<br />ASSOCIATES
<br />INFERS
<br />CALIFORNIA 95204
<br />9) 942-0214
<br />17,3 51 EXP. 6-30--521
<br />DESCRIPTION
<br />STORM SEWER
<br />GAS LINE
<br />WATER LINE
<br />TELEPHONE:
<br />CABLE TELEPHONE
<br />MANHOLE
<br />CATCH BAS I N
<br />WATER METER
<br />A.C. DIKE
<br />DRIVEWAY
<br />PAVEMENT
<br />FIRE HYDRANT
<br />BARRICADE
<br />FENCE
<br />GROUND ELEVATION
<br />PAVEMENT ELEVATION
<br />TOP OF DIKE
<br />ELEVATION
<br />FLOWLINE ELEVATION
<br />SUBDIVISION BOUNDARY
<br />RIGHT -OF --WAY UNE
<br />CENTERLINE
<br />FAS EV
<br />N U kMF__N T bC)X
<br />SI.;RrACE DRAINAGE
<br />CATF VALVE
<br />LEGEND:
<br />TO BE CONSTRUCTED EXISTING
<br />ED- 4
<br />�4„G -"r,
<br />,.
<br />8„ yv
<br />T
<br />TV
<br />0
<br />i
<br />(� r
<br />I
<br />L_
<br />105.OG IG 5v r)(,
<br />105.000 105X000
<br />�105.00TD 105 XC)C'
<br />105.00FL 105xn(;4
<br />ABBREVIATIONS:
<br />a
<br />A.C. ASPHALT CONCRETE CENTERLINE
<br />A. B. AGGREGATE BASE' PROPERTY LINE
<br />A.S.B. AGGREGATE SUB BASE FI_OWLINE
<br />CONC, CONCRETE M.H. MANHOLE
<br />8. C. BEGINNING OF CURVE F, H. FIRE HYDRANT
<br />E. C. END OF CURVE P.U.E. PUBLIC UTILITY EASEMENT
<br />P.R.C. POINT OF REVERSE CURVE E. P. EDGE OF PAVEMENT
<br />P.O.C. POINT ON CURVE (N) NORTH, ETC.
<br />P.C.C. POINT OF COMPOUND CURVE C.B. CATCHBASIN
<br />B.V.C. BEGINNING OF VERTICAL CURVE
<br />E.V.C. END OF VERTICAL CURVE
<br />INDEX:
<br />SHEET N O . DESCRIPTION APPROVED BY: SAN JOAQUIN COUNTY DEPARTMENT
<br />OF PUBLIC HEALTH * SERVICES
<br />VICINITY MAP, GENERAL NOTES, DATE
<br />LEGEND, INDEX AND ABBREVIATIONS - SIGNATJRE_
<br />GRADING PLAN APPROVED BY: SAN JOAQUIN COUNTY BUREAU
<br />OF FIRE PREVENTION
<br />3 ERB WAY STA. 8+03.48 TO 21 +00.00
<br />-
<br />LEEWARD WAY STA. 0+00.00 TO 0+50.19 DATE
<br />SIGNATURE
<br />FAIROAKS ROAD STA. 26+94.78 TO 32+56.28 COUNTY OF SAN JOAQUIN
<br />LEEWARD WAY STA. 0+50.19 TO 4+07.22 DEPARTMENT of PUBLIC WORKS
<br />APPROVEI>:
<br />C E C 17 1952 DATE: /,/Z?2
<br />- --
<br />4/2a fes-_ R.C.E.
<br />EXP. DATE;
<br />DIRECTOR OF PUBLIC WORKS ���
<br />SAI -E: NO SCALE TRA1 NA ESTATES SHEET
<br />OATEN JULY, 1992 --------_-_-- _.------- -___ ��_-- ---
<br />® JOB NO, 7401
<br />DRAWN KYL,JA$ VICINITY MAP, GENERAL NOTES, OMPUTR 1 °_ N
<br />DESIGN JAB - LEGEND, INDEX AND ABBREVIATIONS
<br />DRAWING FILE N0.
<br />CHECKED RGC
<br />G-4565
<br />
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