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GENERAL NOTES
<br />1. ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION
<br />OF THE SAN JOAQUIN COUNTY IMPROVEMENT STANDARDS.
<br />2. FINAL PAVEMENT WORK SHALL NOT OCCUR WITHIN THE ROAD RIGHT-OF-WAY PRIOR TO
<br />COMPLETION OF UTILITY RELOCATION WITHOUT SPECIFIC APPROVAL OF THE DIRECTOR.
<br />3. CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE
<br />CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT INCLUDING SAFETY FOR
<br />ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND
<br />NOT BE LIMITED TO NORMAL WORKING HOURS AND THAT CONTRACTOR SHALL DEFEND,
<br />INDEMNIFY, AND HOLD THE OWNERS, SAN JOAQUIN COUNTY AND CARTER & BURGESS INC.
<br />HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE
<br />PERFORMANCE OF WORK ON THIS PROJECT.
<br />4. PRIOR TO PERFORMING ANY WORK WITHIN THE ROAD RIGHTS-OF-WAY OF EAST MAIN
<br />STREET, WAGNER AVENUE AND GUERNSEY AVENUE, THE CONTRACTOR SHALL OBTAIN AN
<br />ENCROACHMENT PERMIT FROM: SAN JOAQUIN COUNTY DEPARTMENT OF PUBLIC WORKS,
<br />BUILDING PERMIT FROM CITY OF STOCKTON, AND CITY OF STOCKTON PERMIT CENTER.
<br />5. A TRAFFIC CONTROL PLAN (TCP) SHALL BE PREPARED BY THE CONTRACTOR AND
<br />SUBMITTED TO AND DEEMED ACCEPTABLE BY THE COUNTY PRIOR TO START OF WORK. THIS
<br />SHALL ADDRESS ALL PHASES OF WORK WHICH WILL IMPACT PUBLIC TRAFFIC. CONFORMANCE
<br />WITH THE TCP SHALL BE MAINTAINED AT ALL TIMES. CONTRACTOR SHALL OBTAIN AN
<br />AIRBORNE PERMIT FOR ANY GENERATOR USE.
<br />6. ALL TRAFFIC SIGNS AND MARKINGS SHOWN ON THE PLANS, SHALL CONFORM TO THE
<br />"MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES AND THE CALIFORNIA STATE SUPPLEMENT
<br />TO THE MUTCD, AND SAN JOAQUIN COUNTY STANDARDS".
<br />7, ANY CHANGES TO THE APPROVED IMPROVEMENT PLANS AND SPECIFICATIONS MUST BE
<br />PREPARED AND CERTIFIED BY THE "CIVIL ENGINEER", AND SHALL BE SUBMITTED TO THE
<br />DIRECTOR OF PUBLIC WORKS AND CITY ENGINEER FOR APPROVAL PRIOR TO IMPLEMENTATION.
<br />8. THE CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT (USA) 48 HOURS PRIOR TO
<br />ANY EXCAVATION BY CALLING THE TOLL-FREE NUMBER (800) 227-2600.
<br />9. WHENEVER PAVEMENT IS BROKEN OR CUT IN THE INSTALLATION OF THE WORK COVERED BY
<br />THE SPECIFICATIONS, THE PAVEMENT SHALL BE REPLACED AFTER PROPER BACKFILLING WITH
<br />PAVEMENT MATERIALS EQUAL TO OR BETTER THAN THE MATERIALS USED IN THE ORIGINAL
<br />PAVING.
<br />10. CONTRACTOR SHALL PROVIDE DUST CONTROL MEASURES AT ALL TIMES DURING
<br />CONSTRUCTION AS PER SECTION 10 OF THE STANDARD SPECIFICATIONS OF THE STATE OF
<br />CALIFORNIA AND PER SAN JOAQUIN COUNTY DEPARTMENT OF PUBLIC WORKS REQUIREMENTS.
<br />11. DRAINAGE FACILITIES SHALL BE MAINTAINED DURING PERIODS OF INCLEMENT WEATHER, AND
<br />RESTORED TO THEIR ORIGINAL CONDITIONS UPON COMPLETION OF THE WORK.
<br />12. ALL TRAFFIC DELINEATION (SIGNS, STRIPING, PAVEMENT MARKINGS, RAISED PAVEMENT
<br />MARKERS) SHALL BE RESTORED TO THEIR ORIGINAL CONDITION UPON COMPLETION OF THE
<br />WORK.
<br />13. CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES AFFECTED BY THE DEVELOPMENT
<br />PRIOR TO BEGINNING OF WORK.
<br />14. CONTRACTOR SHALL VERIFY ALL STREET NAMES WITH COMMUNITY DEVELOPMENT
<br />DEPARTMENT BEFORE ORDERING STREET SIGNS.
<br />15. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING MONUMENTS
<br />AND/OR OTHER SURVEY MONUMENTS AND SHALL NOTIFY THE SAN JOAQUIN COUNTY SURVEYOR
<br />OF ANY DAMAGED OR REMOVED MONUMENTS WHETHER COUNTY, STATE OR FEDERAL.
<br />16. WHERE WORK IS BEING DONE IN AN OFFSITE EASEMENT, THE CONTRACTOR SHALL NOTIFY
<br />THE PROPERTY OWNER 48 HOURS PRIOR TO COMMENCING WORK.
<br />17. CONTRACTOR SHALL CONDUCT HIS OPERATION ENTIRELY OUTSIDE OF ANY NO GRADING
<br />AREA. THESE AREAS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO CONSTRUCTION.
<br />18. THE TYPES, LOCATIONS, SIZES AND DEPTHS OF EXISTING UNDERGROUND UTILITIES AS
<br />SHOWN ON THESE IMPROVEMENT PLANS WERE OBTAINED FROM SOURCES OF VARYING
<br />RELIABILITY. THE CONTRACTOR IS CAUTIONED THAT ONLY ACTUAL EXCAVATION WILL CONFIRM
<br />THE TYPES, EXTENT, SIZES, LOCATIONS, AND DEPTHS OF SUCH UNDERGROUND UTILITIES. A
<br />REASONABLE EFFORT HAS BEEN MADE TO LOCATE AND DELINEATE ALL KNOWN UNDERGROUND
<br />UTILITIES. HOWEVER CARTER & BURGESS CAN ASSUME NO RESPONSIBILITY FOR THE
<br />COMPLETENESS OR ACCURACY OF ITS DELINEATION OF SUCH UNDERGROUND UTILITIES, NOR
<br />FOR THE EXISTENCE OF OTHER BURIED OBJECTS OR UTILITIES WHICH MAY BE ENCOUNTERED
<br />BUT ARE NOT SHOWN ON THESE PLANS.
<br />19. CONSTRUCTION CONTRACTOR AGREES THAT, IN ACCORDANCE WITH GENERALLY ACCEPTED
<br />CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE
<br />AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF
<br />CONSTRUCTION OF THE PROJECT INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THAT
<br />THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO
<br />NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND,
<br />INDEMNIFY AND HOLD THE DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY,
<br />REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF THE WORK ON THIS PROJECT,
<br />EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE DESIGN PROFESSIONAL.
<br />20. PRIOR TO ANY CORRECTIVE ACTION, BY ANY OF THE CITY, COUNTY, OR CONTRACTOR,
<br />WHICH IS NECESSARY DUE TO ALLEGED STAKING ERROR, THE CONTRACTOR SHALL NOTIFY
<br />CARTER BURGESS, INC. FOR RESTAKING AND VERIFICATION OF PREVIOUS STAKING. SHOULD
<br />ANY CORRECTIVE WORK BE DONE PRIOR TO NOTIFICATION, OR IF THE ORIGINAL STAKING IS
<br />DONE BY OTHERS, CARTER & BURGESS ASSUMES NO LIABILITIES FOR THE COSTS INCURRED
<br />FOR THIS WORK. WHERE IT IS DETERMINED THAT ANY CORRECTIVE ACTION WILL REQUIRE
<br />FINANCIAL PARTICIPATION BY CARTER & BURGESS, THAT AMOUNT SHALL BE AGREED TO IN
<br />WRITING PRIOR TO TAKING CORRECTIVE ACTION. FAILURE TO OBTAIN WRITTEN ACCEPTANCE
<br />FROM CARTER & BURGESS WILL NEGATE ALL REQUIREMENTS OF OUR FINANCIAL ASSISTANCE.
<br />21. CARTER & BURGESS HAS EXERCISED REASONABLE AND ACCEPTABLE STANDARD OF CARE
<br />IN PREPARATION OF THESE PLANS. HOWEVER, THE DESIGN PROCESS INCLUDES ACTIVITIES
<br />THAT OCCUR AFTER THE SIGNATURE. THESE ACTIVITIES INCLUDE CALCULATION, PLAN CHECK
<br />AND VERIFICATIONS DURING CONSTRUCTION. SHOULD PERSONS, OTHER THAN CARTER &
<br />BURGESS PERFORM THE CONSTRUCTION STAKING OPERATIONS, THEY SHALL INDEMNIFY CARTER
<br />& BURGESS FROM ANY DAMAGES RESULTING FROM FAILURE TO PERFORM THOSE TASKS OR
<br />ANY EXPENSE OR DAMAGE RESULTING FROM THE OMISSION OR ERROR CONTAINED IN THE
<br />PLANS WHICH WOULD REASONABLY HAVE BEEN DISCOVERED AND CORRECTED BY CARTER &
<br />BURGESS.
<br />&Pa4vj�lojq. 13-A
<br />22. WHEN THE WORK AREA IS ADJACENT TO A TRAFFIC LANE AND THERE IS A CUT, DITCH, OR
<br />TRENCH MORE THAN TWO INCHES DEEP, THE CONTRACTOR SHALL MAINTAIN CONTINUOUS
<br />BARRICADES SPACED AT APPROXIMATELY 20 FOOT INTERVALS FOR THE FIRST 100 FEET FROM
<br />THE BEGINNING OF THE CUT, DITCH, OR TRENCH AND AT APPROXIMATELY 50 FOOT INTERVALS
<br />THERE AFTER. IF THE CUT, DITCH, OR TRENCH IS MORE THAN 10 FEET FROM A TRAFFIC
<br />LANE, THE BARRICADE SPACING MAY BE GREATER, BUT SHALL NOT EXCEED 200 FEET.
<br />23. CONTRACTOR TO EXPOSE VARIOUS LOCATIONS OF EXISTING WATER MAIN, SEWER, AND
<br />DRAIN LINES TO VERIFY LOCATION AND ELEVATION PRIOR TO PLACEMENT OF PIPE. ALL
<br />EXCAVATION AND BACKFILL SHALL BE GRADED, RECOMPACTED. AND RESEALED PRIOR TO
<br />PAVING.
<br />24. EXISTING AC SURFACE SHALL BE CUT TO A NEAT STRAIGHT LINE PARALLEL WITH THE
<br />CENTERLINE AND THE EXPOSED EDGE SHALL BE TACKED WITH EMULSION PRIOR TO PAVING.
<br />THE EXPOSED BASE MATERIAL SHALL BE GRADED, RECOMPACTED, AND RESEALED PRIOR TO
<br />PAVING.
<br />25. ALL EXISTING SIGNING THAT CONFLICTS WITH PROPOSED SIGNING SHALL BE REMOVED AND
<br />RETURNED TO SAN JOAQUIN COUNTY TRAFFIC MAINTENANCE DIVISION AT 1810 E. HAZELTON
<br />AVE STOCKTON, CA.
<br />26. ALL EXISTING STRIPING AND MARKINGS THAT CONFLICT WITH PROPOSED STRIPING AND
<br />MARKINGS SHALL BE REMOVED BY WET SANDBLASTING OR GRINDING. PAVEMENT LEGENDS AND
<br />ARROWS THAT ARE REMOVED SHALL BE REMOVED IN A BLOCK PATTERN. ALL STRIPING AND
<br />MARKING REMOVAL AREAS SHALL BE TREATED WITH AN APPROVED PAVEMENT SEALER.
<br />27. ALL STRIPING AND MARKINGS SHALL BE REFLECTORIZED UNLESS OTHERWISE DIRECTED.
<br />28. ALL SIGNS SHALL HAVE HIGH INTENSITY REFLECTIVE SHEETING UNLESS OTHERWISE
<br />DIRECTED.
<br />29. ALL PERMANENT STRIPING AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC UNLESS
<br />OTHERWISE NOTED. YELLOW THERMOPLASTIC SHALL BE LEAD-FREE ORGANIC MATERIAL. CURB
<br />MARKINGS SHALL BE PAINT.
<br />30. NEW SIGNS SHALL BE INSTALLED ON STREET LIGHT POLES OR 2" SQUARE TUBULAR
<br />GALVANIZED STEEL POSTS WITH VANDAL -RESISTANT HARDWARE. THE POSTS SHALL BE
<br />INSTALLED PER SAN JOAQUIN COUNTY IMPROVEMENT STANDARDS.
<br />31. WHERE POSSIBLE, AT LEAST TWO FEET OF CLEARANCE SHOULD BE PROVIDED FROM CURB
<br />FACE TO EDGE OF SIGN.
<br />32. FOR EACH FIRE HYDRANT, A BLUE TWO-WAY REFLECTIVE MARKER SHALL BE PLACED ON
<br />THE STREET PAVEMENT 12" OFF OF STREET OR DRIVEWAY CENTERLINE ON THE HYDRANT SIDE.
<br />33, THE SANITARY SEWER SYSTEM SHALL BE CONSTRUCTED IN STRICT ACCORDANCE WITH THE
<br />CITY OF STOCKTON STANDARDS PLANS AND SPECIFICATIONS ADOPTED NOVEMBER 2003, AND
<br />ALL AMENDMENTS THERETO TO DATE. ONLY THE SANITARY SEWER SYSTEM SHALL BE
<br />INSPECTED BY THE CITY OF STOCKTON DEPARTMENT OF PUBLIC WORKS. ALL OTHER
<br />IMPROVEMENTS SHALL BE CONSTRUCTED IN STRICT ACCORDANCE WITH SAN JOAQUIN COUNTY
<br />IMPROVEMENT STANDARDS REVISED MAY 1997, AND ALL AMENDMENTS THERETO TO DATE. ALL
<br />WORK EXCEPT FOR THE SANITARY SEWER SYSTEM SHALL BE INSPECTED BY SAN JOAQUIN
<br />COUNTY DEPARTMENT OF PUBLIC WORKS.
<br />34. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITS AND LICENSES REQUIRED FOR
<br />THE CONSTRUCTION AND COMPLETION OF THIS PROJECT; INCLUDING, BUT NOT LIMITED TO, CITY
<br />OF STOCKTON BUILDING PERMIT & ENCROACHMENT PERMIT, PG&E ELECTRICAL AND GAS
<br />SERVICE, AND AUTHORITY TO CONSTRUCT PERMIT FROM THE SAN JOAQUIN VALLEY AIR BOARD.
<br />35. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY FIELD CHANGES MADE WITHOUT
<br />WRITTEN AUTHORIZATION FROM THE CITY OF STOCKTON ENGINEER AND THE DIRECTOR OF
<br />PUBLIC WORKS FOR SAN JOAQUIN COUNTY.
<br />36, PRIOR TO ANY WORK BEING PERFORMED, THE CONTRACTOR SHALL CONTACT THE
<br />APPROPRIATE REGULATORY AGENCY FOR A PRE -CONSTRUCTION CONFERENCE. CONTRACTOR
<br />SHALL ALSO NOTIFY THE BELOW LISTED PROJECT CONTACTS (72) HOURS IN ADVANCE OF SAID
<br />MEETING:
<br />REGULATORY AGENCIES: CITY OF STOCKTON COUNTY OF SAN JOAQUIN
<br />CITY OF STOCKTON 2500 NAVY DRIVE P.O. BOX 1810
<br />425 N. ELDORADO STREET STOCKTON, CA 95206 1810 E. HAZELTON AVE.
<br />STOCKTON, CA 95205 (209) 937-8790 STOCKTON, CA 95201
<br />(209) 937-8381 (209) 937-8277 (FAX) DEAN GILMAN
<br />(209) 937-8277 (FAX) TONY TOVAR (MUD) (209) 468-3000
<br />KEN MOECKEL (PUBLIC WORKS) (209) 468-2999 (FAX)
<br />37. THIS IS A SAN JOAQUIN COUNTY PROJECT. THE COUNTY PUBLIC WORKS SHALL REVIEW
<br />THIS PROJECT FOR STORMWATER QUALITY CONTROL CRITERIA PLAN (SWQCCP) AND
<br />STORMWATER POLLUTION PREVENTION PLAN (SWPPP) REQUIREMENTS CALLED FOR IN
<br />STORMWATER NPDES PERMIT.
<br />GRADING NOTES
<br />1. IF ANY AMOUNT OF BONE, STONE OR ARTIFACTS ARE UNCOVERED, WORK WITHIN 150 FEET
<br />OF THE AREA SHALL CEASE IMMEDIATELY AND A QUALIFIED ARCHAEOLOGIST SHALL BE
<br />CONSULTED TO DEVELOP, IF NECESSARY, FURTHER MITIGATION MEASURES TO REDUCE ANY
<br />ARCHAEOLOGICAL IMPACT TO A LESS THAN SIGNIFICANT EFFECT BEFORE CONSTRUCTION
<br />RESUMES IN THE AREA.
<br />2. CLEARING AND GRUBBING BID SHALL INCLUDE COST FOR REMOVING EXISTING FENCES,
<br />IRRIGATION LINES, TREES, BUILDINGS, CONCRETE SLABS, CONCRETE FOUNDATIONS, AND
<br />PLUGGING WELLS PER CITY OF STOCKTON AND SAN JOAQUIN COUNTY HEALTH DEPARTMENT
<br />REQUIREMENTS.
<br />3. ALL GRADING SHALL COMPLY WITH 2001 CBC CHAPTER 18 AND APPENDIX CHAPTER 33.
<br />4. NO SLOPE SHALL BE STEEPER THAN 2 HORIZONTAL AND 1 VERTICAL.
<br />5. REFER TO GEOTECHNICAL INVESTIGATION REPORT BY CONDOR EARTH TECHNOLOGIES, INC.
<br />DATED NOVEMBER 22, 2002 TO DETERMINE GRADING, SITE PREPARATION AND FOUNDATION
<br />RECOMMENDATIONS.
<br />ABBREVIATIONS
<br />AB AGGREGATE BASE
<br />AC ASPHALT CONCRETE PAVEMENT
<br />LF
<br />LP
<br />LT
<br />MAX
<br />LINEAR FEET
<br />LOW POINT
<br />LEFT
<br />MAXIMUM
<br />w
<br />AVE AVENUE
<br />MFR
<br />MANUFACTURER
<br />0
<br />Q
<br />BC BEGIN CURVE
<br />MIN
<br />MINIMUM
<br />QRQFESS/ON
<br />0
<br />O'
<br />�
<br />BCR BEGIN CURB RETURN
<br />N
<br />NORTH
<br />q
<br />L q SLS ���
<br />�
<br />NGVD
<br />NATIONAL GEODETIC VERTICAL DATUM
<br />u_
<br />BOW BACK OF WALK
<br />NO
<br />Q
<br />J
<br />C CURB
<br />CB CATCH BASIN
<br />NTS
<br />NOT TO SCALE
<br />J
<br />U
<br />OC
<br />ON CENTER
<br />CL CENTERLINE
<br />PRC
<br />No. 4 439 m
<br />0
<br />m
<br />CO COUNTY
<br />PUE
<br />PUBLIC UTILITY EASEMENT
<br />=
<br />* 03- 1-08
<br />s�qT
<br />PVC
<br />POLY VINYL CHLORIDE
<br />U
<br />O
<br />CRL CURB LIP
<br />PVI
<br />C / V 1 �N�l\P
<br />F OF
<br />(n
<br />DET DETAIL
<br />REL
<br />RELATIVE
<br />CA\_\F
<br />_
<br />�-
<br />DIA DIAMETER
<br />RT
<br />RIGHT
<br />EXISTING LEGEND
<br />PROPOSED
<br />F
<br />R/W
<br />RIGHT OF WAY
<br />CO
<br />cr
<br />DWY DRIVEWAY
<br />S
<br />SOUTH, SLOPE
<br />Z
<br />>
<br />Z_
<br />E EAST
<br />SC
<br />SAW CUT
<br />J
<br />U
<br />W
<br />D
<br />EC END CURVE
<br />SD
<br />STORM DRAINa-
<br />STORM DRAIN, SIZE
<br />12 SD
<br />0
<br />ECR END CURB RETURN
<br />SDMH
<br />STORM DRAIN MANHOLE
<br />W
<br />SANITARY SEWER, SIZE
<br />8 SS
<br />EG EXISTING GROUND
<br />SL
<br />F-
<br />Z
<br />W
<br />m
<br />EL ELEVATION
<br />SS
<br />SANITARY SEWER
<br />2
<br />m
<br />Q
<br />EP EDGE OF PAVEMENT
<br />SSMH
<br />WATER, SIZE
<br />W
<br />J
<br />cn
<br />cn
<br />EX EXISTING
<br />ST
<br />STREET
<br />>
<br />W
<br />o6
<br />co
<br />FF FINISH FLOOR
<br />STA
<br />STATION
<br />O
<br />LL
<br />FG FINAL GROUND"
<br />STD
<br />STANDARD
<br />�
<br />O
<br />FH FIRE HYDRANT
<br />GAS PIPELINE
<br />TOP FACE OF CURB
<br />-
<br />w
<br />FM FORCE MAIN
<br />GUTTER
<br />TD
<br />TRAFFIC DELINEATOR
<br />Lu
<br />Z
<br />W
<br />¢
<br />G
<br />POINT, HORSEPOWERW
<br />TYP
<br />TYPICAL
<br />W
<br />0
<br />Z
<br />HP HIGH
<br />WEST
<br />:)INTX
<br />TELEPHONE LINE
<br />WT
<br />WATER
<br />L
<br />=
<br />WOU
<br />-
<br />---
<br />W
<br />u_
<br />JT JOINT TRENCH
<br />H
<br />WATER VAULT
<br />O
<br />Q
<br />"
<br />Z
<br />m
<br />ELECTRICAL VAULT
<br />W
<br />LUMINAIRE
<br />SANITARY SEWER NOTES
<br />W
<br />z
<br />w
<br />Y
<br />wO
<br />O
<br />w
<br />F-
<br />¢
<br />SIGNam
<br />1. ALL SANITARY SEWER ARE PUBLIC IMPROVEMENTS AND ARE TO
<br />BE APPROVED AND
<br />U
<br />U
<br />o
<br />MAINTAINED BY THE CITY OF STOCKTON.
<br />O
<br />¢ ¢
<br />FIRE HYDRANT
<br />NO
<br />MN
<br />Z Z
<br />N
<br />N
<br />a_M
<br />OF PIPE IS
<br />J¢'
<br />Ni
<br />M
<br />SAWCUT
<br />U
<br />�W
<br />Z
<br />�
<br />Z
<br />J
<br />i
<br />Z Q
<br />� j O U
<br />M
<br />O
<br />U
<br />?�
<br />J N SII
<br />Z
<br />CLEANOUT TO GRADE
<br />wo
<br />o
<br />a
<br />o O w
<br />O
<br />3. COAT ALL MANHALES PER CITY STANDARDS.
<br />POWER POLE
<br />NOTES,
<br />LEGEND, & ABBREVIATIONS
<br />IT
<br />N
<br />CONTOUR
<br />27
<br />MANHOLE
<br />,l
<br />Q
<br />o
<br />N
<br />01
<br />CN
<br />CN
<br />C-1
<br />r
<br />i
<br />N
<br />F-
<br />CATCHBASIN
<br />N�X
<br />W
<br />HANDICAP RAMP
<br />■■
<br />WZM
<br />0.25%
<br />�■
<br />STREET SLOPE
<br />nom
<br />M Q
<br />0U),
<br />N
<br />SANDBAG/INLET FILTER
<br />W
<br />9+00
<br />az
<br />�- STATIONING
<br />V
<br />a
<br />WATER METER
<br />ABBREVIATIONS
<br />AB AGGREGATE BASE
<br />AC ASPHALT CONCRETE PAVEMENT
<br />LF
<br />LP
<br />LT
<br />MAX
<br />LINEAR FEET
<br />LOW POINT
<br />LEFT
<br />MAXIMUM
<br />AVE AVENUE
<br />MFR
<br />MANUFACTURER
<br />Q
<br />BC BEGIN CURVE
<br />MIN
<br />MINIMUM
<br />�
<br />BCR BEGIN CURB RETURN
<br />N
<br />NORTH
<br />O
<br />BM BENCH MARK
<br />NGVD
<br />NATIONAL GEODETIC VERTICAL DATUM
<br />u_
<br />BOW BACK OF WALK
<br />NO
<br />NUMBER
<br />J
<br />C CURB
<br />CB CATCH BASIN
<br />NTS
<br />NOT TO SCALE
<br />J
<br />U
<br />OC
<br />ON CENTER
<br />CL CENTERLINE
<br />PRC
<br />POINT OF REVERSE CURVATURE
<br />0
<br />CO
<br />CO COUNTY
<br />PUE
<br />PUBLIC UTILITY EASEMENT
<br />=
<br />COS CITY OF STOCKTON
<br />PVC
<br />POLY VINYL CHLORIDE
<br />U
<br />O
<br />CRL CURB LIP
<br />PVI
<br />POINT OF VERTICAL INTERSECTION
<br />(n
<br />DET DETAIL
<br />REL
<br />RELATIVE
<br />_
<br />�-
<br />DIA DIAMETER
<br />RT
<br />RIGHT
<br />Q
<br />DWG DRAWING
<br />R/W
<br />RIGHT OF WAY
<br />CO
<br />cr
<br />DWY DRIVEWAY
<br />S
<br />SOUTH, SLOPE
<br />Z
<br />>
<br />Z_
<br />E EAST
<br />SC
<br />SAW CUT
<br />J
<br />W
<br />D
<br />EC END CURVE
<br />SD
<br />STORM DRAINa-
<br />a
<br />ECR END CURB RETURN
<br />SDMH
<br />STORM DRAIN MANHOLE
<br />W
<br />O
<br />EG EXISTING GROUND
<br />SL
<br />STREET LIGHT
<br />Z
<br />W
<br />m
<br />EL ELEVATION
<br />SS
<br />SANITARY SEWER
<br />2
<br />W
<br />Q
<br />EP EDGE OF PAVEMENT
<br />SSMH
<br />SANITARY SEWER MANHOLE
<br />W
<br />J
<br />Q
<br />EX EXISTING
<br />ST
<br />STREET
<br />>
<br />W
<br />o6
<br />co
<br />FF FINISH FLOOR
<br />STA
<br />STATION
<br />O
<br />LL
<br />FG FINAL GROUND"
<br />STD
<br />STANDARD
<br />�
<br />O
<br />FH FIRE HYDRANT
<br />TC
<br />TOP FACE OF CURB
<br />-
<br />m
<br />FM FORCE MAIN
<br />GUTTER
<br />TD
<br />TRAFFIC DELINEATOR
<br />Lu
<br />Z
<br />W
<br />�
<br />G
<br />POINT, HORSEPOWERW
<br />TYP
<br />TYPICAL
<br />W
<br />0
<br />Z
<br />HP HIGH
<br />WEST
<br />:)INTX
<br />INTERSECTION
<br />WT
<br />WATER
<br />L
<br />=
<br />WOU
<br />INV INVERT
<br />u_
<br />JT JOINT TRENCH
<br />O
<br />Q
<br />"
<br />Z
<br />m
<br />W
<br />SANITARY SEWER NOTES
<br />W
<br />z
<br />1. ALL SANITARY SEWER ARE PUBLIC IMPROVEMENTS AND ARE TO
<br />BE APPROVED AND
<br />J
<br />MAINTAINED BY THE CITY OF STOCKTON.
<br />Z
<br />O
<br />2. CITY OF STOCKTON APPROVAL OF THESE PLANS IS
<br />FOR THE SANITARY SEWER ONLY. ALL
<br />OTHER IMPROVEMENTS ONE (1) FOOT ABOVE THE TOP
<br />OF PIPE IS
<br />THE RESPONSIBILITY OF SAN
<br />U
<br />JOAQUIN COUNTY.
<br />O
<br />H
<br />co
<br />3. COAT ALL MANHALES PER CITY STANDARDS.
<br />NOTES,
<br />LEGEND, & ABBREVIATIONS
<br />IT
<br />�
<br />N
<br />w
<br />w
<br />,l
<br />Q
<br />o
<br />C-1
<br />r
<br />i
<br />
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