|
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 />e CONTRACTOR SHALL HAVE NOTIFIED ALL UTILITY
<br />COMPANIES AFFECTED BY THE DEVELOPMENT PRIOR TO
<br />BEGINNING OF WORK.
<br />e 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 EXISTING MONUMENTS AND/OR OTHER SURVEY
<br />MONUMENTS AND SHALL NOTIFY 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 />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 />3. CONTRACTOR SHALL NOTIFY SAN JOAQUIN COUNTY DEPARTMENT OF
<br />PUBLIC WORKS 24 HOURS IN 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 />LATEST ADOPTED STANDARDS OF SAN JOAQUIN COUNTY.
<br />5. TEMPORARY BENCHMARK IS SHOWN ON SHEET 2.
<br />6. ELEVATIONS ARE REFERRED TO U.S.G.S. DATUM AND ARE BASED ON N.G.V.D.
<br />29 . BENCHMARK AT PANEL POINT 1129± FEET WEST OF FINE ROAD ON
<br />COPPEROPOLIS ROAD, ELEVATION=94.60.
<br />7. ALL STATIONS REFER TO DISTANCES ALONG STREET CENTERLINE.
<br />8. 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 />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 FINE ROAD 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 />AS SHOWN ON THE PLANS.
<br />21. CONTRACTOR SHALL SUBMIT TRAFFIC CONTROL PLAN FOR APPROVAL
<br />PRIOR TO ISSUANCE OF ENCROACHMENT PERMIT.
<br />IMPROVEMENT
<br />PLANS
<br />R U0�� A W I
<br />(M. S. 9 2 - 218)
<br />SIEGFRIED ENGINEERING, INC.
<br />STOCKTON, CALIFORNIA
<br />yb.yy -
<br />EXISTIN(
<br />FOR
<br />L13)Ex HN1�►'[0
<br />U
<br />0 �'11x
<br />o COPPEROPOUS ROAD 'p
<br />O�
<br />O
<br />SITE
<br />0
<br />Q Q
<br />0 0
<br />� ISI
<br />w z
<br />IV
<br />VICINITY MAP
<br />NOT TO SCALE
<br />R/W
<br />NOTE: SEE STD. DWG. R-3, RURAL RESIDENTIAL, FOR
<br />LINECUT ALONG THIS LINE
<br />- 25' 20'
<br />- 9' 4' 12'
<br />7t 5'±
<br />4.5' WIDENING
<br />2'±
<br />4.5' 6" A.B. EXISTING A.C.
<br />0 ±2% 0.1%-6%
<br />B% ° >1
<br />1>� 2" A.C., OVER PRIME COAT
<br />9" A.B.
<br />6" SUBGRADE COMPACTED TO 95%
<br />FINE ROAD STATION 36+60.94 TO 41+83.06
<br />NOT TO SCALE
<br />R/W
<br />/ NOTE: SEE STD. DWG. R-3, RURAL RESIDENTIAL, FOR
<br />I LINECUT ALONG THIS LINE
<br />25'7 -{- 20'
<br />- 15' P.U.E. - 9' 4'
<br />AND DRAINAGE
<br />EASEMENT
<br />7.5' 7.5'
<br />FL VARIES 90.8±-90.70
<br />B%
<br />V �PRMPy 5% MIN. -8% MAX o
<br />�.�qR 211
<br />12'
<br />- 7':t f- 5'±
<br />WIDENING
<br />2'±
<br />-6" A.B. EXISTING A.C.
<br />t 2% 0.1%-67,
<br />r
<br />A.C., OVER PRIME COAT
<br />772"
<br />9„ A.B.
<br />6" SUBGRADE COMPACTED TO 95%
<br />R/W
<br />CIVIL ENGINEERS
<br />MAY, 1993
<br />R=5
<br />T.I.=4.0
<br />G.E.=1.22
<br />R/W
<br />R=5
<br />T.I.=4.0
<br />G.E. =1 .22
<br />DESCRIPTION
<br />LEGEND:
<br />TO BE CONSTRUCTED
<br />OVERHEAD ELECTRICAL
<br />OH
<br />LINES
<br />A.B.
<br />PAVEMENT
<br />R
<br />FENCE
<br />x x
<br />GROUND ELEVATION
<br />r
<br />PAVEMENT ELEVATION
<br />9 2.30 P
<br />FLOWLINE ELEVATION
<br />9 2.30 FL
<br />OF ROADSIDE DITCH
<br />r
<br />FLOWLINE ELEVATION
<br />92
<br />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 />e CONTRACTOR SHALL HAVE NOTIFIED ALL UTILITY
<br />COMPANIES AFFECTED BY THE DEVELOPMENT PRIOR TO
<br />BEGINNING OF WORK.
<br />e 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 EXISTING MONUMENTS AND/OR OTHER SURVEY
<br />MONUMENTS AND SHALL NOTIFY 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 />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 />3. CONTRACTOR SHALL NOTIFY SAN JOAQUIN COUNTY DEPARTMENT OF
<br />PUBLIC WORKS 24 HOURS IN 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 />LATEST ADOPTED STANDARDS OF SAN JOAQUIN COUNTY.
<br />5. TEMPORARY BENCHMARK IS SHOWN ON SHEET 2.
<br />6. ELEVATIONS ARE REFERRED TO U.S.G.S. DATUM AND ARE BASED ON N.G.V.D.
<br />29 . BENCHMARK AT PANEL POINT 1129± FEET WEST OF FINE ROAD ON
<br />COPPEROPOLIS ROAD, ELEVATION=94.60.
<br />7. ALL STATIONS REFER TO DISTANCES ALONG STREET CENTERLINE.
<br />8. 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 />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 FINE ROAD 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 />AS SHOWN ON THE PLANS.
<br />21. CONTRACTOR SHALL SUBMIT TRAFFIC CONTROL PLAN FOR APPROVAL
<br />PRIOR TO ISSUANCE OF ENCROACHMENT PERMIT.
<br />IMPROVEMENT
<br />PLANS
<br />R U0�� A W I
<br />(M. S. 9 2 - 218)
<br />SIEGFRIED ENGINEERING, INC.
<br />STOCKTON, CALIFORNIA
<br />yb.yy -
<br />EXISTIN(
<br />FOR
<br />L13)Ex HN1�►'[0
<br />U
<br />0 �'11x
<br />o COPPEROPOUS ROAD 'p
<br />O�
<br />O
<br />SITE
<br />0
<br />Q Q
<br />0 0
<br />� ISI
<br />w z
<br />IV
<br />VICINITY MAP
<br />NOT TO SCALE
<br />R/W
<br />NOTE: SEE STD. DWG. R-3, RURAL RESIDENTIAL, FOR
<br />LINECUT ALONG THIS LINE
<br />- 25' 20'
<br />- 9' 4' 12'
<br />7t 5'±
<br />4.5' WIDENING
<br />2'±
<br />4.5' 6" A.B. EXISTING A.C.
<br />0 ±2% 0.1%-6%
<br />B% ° >1
<br />1>� 2" A.C., OVER PRIME COAT
<br />9" A.B.
<br />6" SUBGRADE COMPACTED TO 95%
<br />FINE ROAD STATION 36+60.94 TO 41+83.06
<br />NOT TO SCALE
<br />R/W
<br />/ NOTE: SEE STD. DWG. R-3, RURAL RESIDENTIAL, FOR
<br />I LINECUT ALONG THIS LINE
<br />25'7 -{- 20'
<br />- 15' P.U.E. - 9' 4'
<br />AND DRAINAGE
<br />EASEMENT
<br />7.5' 7.5'
<br />FL VARIES 90.8±-90.70
<br />B%
<br />V �PRMPy 5% MIN. -8% MAX o
<br />�.�qR 211
<br />12'
<br />- 7':t f- 5'±
<br />WIDENING
<br />2'±
<br />-6" A.B. EXISTING A.C.
<br />t 2% 0.1%-67,
<br />r
<br />A.C., OVER PRIME COAT
<br />772"
<br />9„ A.B.
<br />6" SUBGRADE COMPACTED TO 95%
<br />R/W
<br />CIVIL ENGINEERS
<br />MAY, 1993
<br />R=5
<br />T.I.=4.0
<br />G.E.=1.22
<br />R/W
<br />R=5
<br />T.I.=4.0
<br />G.E. =1 .22
<br />DESCRIPTION
<br />LEGEND:
<br />TO BE CONSTRUCTED
<br />OVERHEAD ELECTRICAL
<br />OH
<br />LINES
<br />A.B.
<br />PAVEMENT
<br />R
<br />FENCE
<br />x x
<br />GROUND ELEVATION
<br />92.3 G
<br />PAVEMENT ELEVATION
<br />9 2.30 P
<br />FLOWLINE ELEVATION
<br />9 2.30 FL
<br />OF ROADSIDE DITCH
<br />P.P.
<br />FLOWLINE ELEVATION
<br />92
<br />OF STORM DRAIN
<br />TOP OF BANK ELEVATION
<br />PARCEL BOUNDARY
<br />(FROM M.S. 92-218)
<br />NO.
<br />RIGHT-OF-WAY LINE
<br />DATE
<br />CENTERLINE
<br />ENGINEERING,%% Inca.-
<br />PUBLIC UTILITY
<br />EASEMENT
<br />DATE:
<br />DIRECTION OF FLOW OF
<br />------
<br />�ROADSIDE
<br />ROADSIDEDITCH
<br />AGGREGATE BASE
<br />SOIL
<br />9 w m 2240T, wAVE01
<br />A.C.
<br />ASPHALT CONCRETE
<br />I.
<br />A.B.
<br />AGGREGATE BASE
<br />R
<br />A.S.B.
<br />AGGREGATE SUB BASE
<br />FL
<br />CONC.
<br />CONCRETE
<br />E.P.
<br />P.U.E.
<br />PUBLIC UTILITY EASEMENT
<br />C.S.
<br />P.P.
<br />POWER POLE
<br />C.S.P.
<br />VAR.
<br />I IIrL.- J\V/"\L.J'
<br />J:II'111V1\ T 1 I VV.VV 1'V TV 1 VV._r
<br />NOT TO SCALE
<br />R E V I S 1 0 N S
<br />SCALE:
<br />NO SCALE
<br />NO.
<br />D E S C R I P T 1 0 N
<br />DATE
<br />BY
<br />ENGINEERING,%% Inca.-
<br />DATE:
<br />APRIL, 1993
<br />y
<br />.,SIEGFRIED ��;�'
<br />.
<br />5 E
<br />JOB N0:
<br />5754A
<br />Civil Engineering ■ Land Surveying ■ Structural Engineering e ■
<br />Planning
<br />=•°;
<br />DRAWN
<br />JAB
<br />4045 Coronado Ave. a Stockton, CA 95ZP41496' ■ 29,9 94P'2021 ■ FAX 209.942-0214'
<br />DESIGN
<br />JAB {
<br />-s-'
<br />-Job, No. ': 5754A Submitted By {�ryy G�sre� �' �'R.0.E.
<br />!�`
<br />No. 17.351 ,,''' Exp. 6/30/93
<br />CHECKED
<br />RGC
<br />C
<br />EXISTING
<br />OH
<br />x- x
<br />92X3
<br />92x30 P
<br />92x 30 IL
<br />92X30 FL -D
<br />92x3T
<br />CENTERLINE
<br />PROPERTY LINE
<br />FLOWLINE
<br />EDGE OF PAVEMENT
<br />CORRUGATED STEEL
<br />CORRUGATED STEEL PIPE
<br />VARIABLE
<br />INDEX:
<br />SHEET NO. DESCRIPTION
<br />1 VICINITY MAP, GENERAL NOTES,
<br />LEGEND, INDEX AND ABBREVIATIONS
<br />2 FINE ROAD STA. 36+10.94 TO 43+80.47
<br />3 CROSS SECTIONS FOR FINE ROAD
<br />(HALF OF ROADWAY)
<br />COUNTY OF SAN JOAQUIN
<br />DEPARTMENT OF PUBLIC WORKS
<br />APPROVED:
<br />DATE:_ sI
<br />R.C.E. NO:.�/7,X
<br />DIRECT OF PUBLIC WORKS EXP. DATE;?/'-4� _
<br />FINE ROAD WIDENING SHEET
<br />VICINITY MAP, GENERAL NOTES, OF OMPUIER FILE EE
<br />LEGEND, INDEX AND ABBREVIATIONS DRAN7NG N0. 57FILE E NO.
<br />G-4713
<br />
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