|
141706
<br />ERIAL AND WORKMANSHIP SHALL CONFORM WITH THE SPECIFICATIONS,
<br />STANDARDS AND ORDINANCES OF THE SAN JOAQUIN COUNTY AND SHALL BE PART
<br />OF THESE IMPROVEMENT PLANS. STANDARD SPECIFICATIONS AND DETAIL ARE
<br />AVAILABLE IN THE OFFICE OF SAN JOAQUIN COUNTY DEPT. OF PUBLIC WORKS.
<br />2. WHERE THE PLANS OR SPECIFICATIONS DESCRIBE PORTIONS OF THE WORK IN
<br />GENERAL TERMS BUT NOT IN COMPLETE DETAIL, IT IS UNDERSTOOD THAT ONLY
<br />THE BEST GENERAL PRACTICE IS TO PREVAIL AND THAT MATERIALS AND WORK-
<br />MANSHIP OF THE FIRST QUALITY ARE TO BE USED. NOTED DIMENSIONS TAKE
<br />PRECEDENT OVER SCALE. ANY DISCREPANCY SHALL IMMEDIATELY BE BROUGHT
<br />TO THE ATTENTION OF QUARTAROLI AND ASSOCIATES, (209) 239-4908 AND
<br />R.W. SIEGFRIED AND ASSOCIATES (209) 835-5300.
<br />3. CONTRACTORS SHALL VISIT THE SITE AND VERIFY ALL EXISTING CONDITIONS
<br />PRIOR TO SUBMITTING A BID.
<br />4. THE EXISTING UNDERGROUND UTILITIES ARE PLOTTED FROM AVAILABLE
<br />RECORDS. CONTRACTOR SHALL TAKE PRECAUTIONARY MEASURES TO PROTECT
<br />THESE UTILITIES. THE CONTRACTOR SHALL DO NO EXCAVATION UNTIL ALL
<br />UTILITY AGENCIES HAVE BEEN NOTIFIED AND HAVE BEEN GIVEN THE
<br />OPPORTUNITY TO MARK THEIR FACILITIES IN THE FIELD. IT IS THE
<br />CONTRACTOR'S RESPONSIBILITY TO VERIFY THE LOCATION OF ALL EXISTING
<br />UTILITIES. PRIOR TO OPENING AN EXCAVATION, THE CONTRACTOR SHALL
<br />DETERMINE WHETHER UNDERGROUND INSTALLATION, I.E., SEWER, WATER, STORM
<br />DRAINAGE, ELECTRICAL LINES, GAS LINES, CABLE T.V. LINES, ETC. WILL BE
<br />ENCOUNTERED AND, THE APPROXIMATE LOCATION OF SUCH AN INSTALLATION.
<br />THE EXACT LOCATION SHALL BE DETERMINED BY CAREFUL PROBING OR HAND
<br />DIGGING AND, WHEN IT IS UNCOVERED, ADEQUATE PROTECTION SHALL BE
<br />PROVIDED FOR THE EXISTING INSTALLATION. ALL KNOWN OWNERS OF UNDER-
<br />GROUND FACILITIES IN THE AREA CONCERNED SHALL BE ADVISED OF PROPOSED
<br />WORK AT LEAST FORTY-EIGHT (48) HOURS PRIOR TO THE START OF ACTUAL
<br />EXCAVATION. CALL U.S.A. 1-800-642-2444, P.G.&E. - (209) 466-4581,
<br />PACIFIC BELL TELEPHONE (209) 811-3300, SAN JOAQUIN COUNTY DEPART-MENT
<br />OF PUBLIC WORKS - (209) 468-3000.
<br />5. AN ENCROACHMENT PERMIT SHALL BE OBTAINED FROM SAN JOAQUIN COUNTY
<br />DEPARTMENT OF PUBLIC WORKS PRIOR TO ANY OFF-SITE CONSTRUCTION. ANY
<br />AND ALL SPECIFIC REQUIREMENTS OR CONSTRUCTION DETAILS IMPOSED BY THE
<br />ENCROACHMENT PERMIT SHALL BECOME A PART OF THESE IMPROVEMENT PLANS.
<br />6. SAN JOAQUIN COUNTY DEPARTMENT OF PUBLIC WORKS SHALL BE NOTIFIED BY
<br />THE CONTRACTOR AT LEAST 48 HOURS IN ADVANCE OF ANY OFF-SITE
<br />CONSTRUCTION (209) 468-3000.
<br />7. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY FIELD CHANGES MADE
<br />WITHOUT THE WRITTEN AUTHORIZATION FROM QUARTAROLI AND ASSOCIATES AND
<br />R.W. SIEGFRIED AND ASSOCIATES.
<br />8. EACH CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF THE REMOVAL OR
<br />RELOCATION OF ANY AND ALL EXISTING UTILITIES WITH THE RESPECTIVE
<br />UTILITY COMPANY. COST OF THIS COORDINATION IS TO BE INCLUDED IN THE
<br />PRICES BID FOR THE VARIOUS IMPROVEMENTS TO COMPLETE THE PROJECT.
<br />9. GENERAL 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 AND
<br />PROPERTY, THAT THIS REQUIREMENT SHALL APPLY CONTINUALLY AND NOT BE
<br />LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL -
<br />DEFEND, INDEMNIFY AND HOLD THE OWNER, ENGINEER AND SURVEYOR HARMLESS
<br />FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE
<br />PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING
<br />FROM THE SOLE NEGLIGENCE OF THE OWNER, ENGINEER, OR SURVEYOR.
<br />10. BENCH MARK: SAN JOAQUIN COUNTY BRASS DISC STAMPED "AA -BB -41.5" ON
<br />CONCRETE HEADWALL OF THE BANTA CARBONA IRRIGATION DISTRICT CANAL
<br />ON THE NORTHWESTERLY SIDE OF FAIROAKS ROAD APPROXIMATELY 850'
<br />SOUTH OF THE INTERSECTION OF FAIROAKS ROAD AND BATES ROAD.
<br />ELEVATION - 119.32
<br />11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF ALL
<br />SURVEY AND CONSTRUCTION STAKES. SURVEY AND CONSTRUCTION STAKES THAT
<br />ARE LOST OR DESTROYED DUE TO THE CONTRACTOR'S NEGLIGENCE WILL BE
<br />RESET BY THE PROJECT SURVEYOR AT THE CONTRACTOR'S EXPENSE.
<br />12 CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXISTING IMPROVEMENTS
<br />FROM DAMAGE.
<br />13. CONTRACTORS SHALL BE REQUIRED TO COOPERATE WITH THEMSELVES AND
<br />UTILITY COMPANIES INSTALLING NEW STRUCTURES, UTILITIES AND SERVICES
<br />TO THE DEVELOPMENT, AND ANY DELAY CAUSED BY SUCH INSTALLATION SHALL
<br />NOT BE CONSIDERED AS RIGHT-OF-WAY DELAY.
<br />14. ALL UNDERGROUND SERVICES SHALL BE INSTALLED IN CONFORMANCE WITH THE
<br />REQUIREMENT OF THE SAN JOAQUIN COUNTY DEPARTMENT OF PUBLIC WORKS.
<br />15. GRADES SHOWN ON THIS PLAN DO NOT NECESSARILY REFLECT A BALANCE EARTH-
<br />WORK CUT AND FILL OUANTITIES. CONTRACTOR SHALL IMPORT OR EXPORT
<br />THE GRADES SHOWN AT NO EXTRA COST TO THE OWNER.
<br />16. ANY FILL PLACED SHALL BE PROPERLY COMPACTED AS REQUIRED BY THE PLANS
<br />AND THESE SPECIFICATIONS.
<br />A. EARTH FILL TO ESTABLISH PAVED AREA SUBGRADE SHALL BE COMPACTED TO
<br />A MINIMUM RELATIVE COMPACTION OF 90% EXCEPT THAT THE AREA WITHIN
<br />SIX INCHES BELOW SUBGRADE SHALL BE COMPACTED TO A MINIMUM
<br />RELATIVE COMPACTION OF 95%.
<br />B. EARTH FILL TO ESTABLISH FINISHED GRADE OUTSIDE THE PAVED AREAS
<br />AND BUILDING AREAS SHALL BE COMPACTED TO A MINIMUM RELATIVE
<br />COMPACTION OF 80% WITHIN LOT AND 90% IN ROAD RIGHT-OF-WAY.
<br />C. FILL AND COMPACTION WITHIN THE BUILDING AREA SHALL BE IN
<br />ACCORDANCE WITH THE BUILDING PLANS AND/OR SPECIFICATIONS.
<br />D. FILL SHALL BE NON -EXPANSIVE MATERIAL AND SHALL BE FREE OF
<br />VEGETATION OR DELETERIOUS MATTER. FILL SHALL BE COMPACTED IN
<br />LIFTS NOT TO EXCEED EIGHT INCHES.
<br />ALL AREAS TO BE COVERED WITH ASPHALT CONCRETE PAVEMENT SHALL HAVE A
<br />SUBGRADE COMPACTED TO 95% RELATIVE COMPACTION TO A POINT SIX INCHES
<br />BELOW SUBGRADE.
<br />17. CONTRACTOR'S BID SHALL INCLUDE THE COST OF ANY NECESSARY SOILS
<br />COMPACTION AND MATERIALS TESTING.
<br />18. ASPHALT CONCRETE: ASPHALT CONCRETE SHALL BE TYPE B AND SHALL CONFORM
<br />TO THE PROVISIONS OF SECTION 39 OF THE CALTRANS STANDARD SPECIFICA-
<br />TIONS. THE PENETRATION RANGE OF PAVING ASPHALT SHALL BE AR -400D;
<br />AGGREGATE SHALL BE ONE-HALF (}") INCH MAXIMUM MEDIUM GRADING FOR
<br />SURFACING.
<br />PRIME COAT SHALL BE A LIQUID ASPHALT GRADE SC -250 OR SC -70 AND SHALL
<br />BE APPLIED TO THE ENTIRE PAVED AREA AND THE COST SHALL BE INCLUDED IN
<br />THE UNIT PRICE BID FOR ASPHALT CONCRETE. PRIME COAT SHALL BE PLACED
<br />IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 39-4 OF THE CALTRANS
<br />STANDARD SPECIFICATIONS.
<br />AGGREGATE BASE: AGGREGATE BASE SHALL BE CLASS TWO CONFORMING TO THE
<br />REQUIREMENTS OF SECTION 26-102B OF THE CALTRANS STANDARD SPECIFICA-
<br />TIONS. SPREADING AND COMPACTING AGGREGATE BASE SHALL CONFORM TO THE
<br />REQUIREMENTS OF SECTION 26-1.04 OF THE CALTRANS STANDARD SPECIFICA-
<br />TION.
<br />19. THE GRADING AND PAVING CONTRACTOR SHALL ADJUST TO FINISHED GRADE THE
<br />TOPS OF ALL PROPOSED AND EXISTING SANITARY SEWER MANHOLES, STORM
<br />DRAIN MANHOLES, VALVE BOXES AND WATER METER BOXES, ETC., AND THE COST
<br />OF SUCH WORK SHALL BE INCLUDED IN THE UNIT PRICES FOR STREET WORK.
<br />20. THE DOMESTIC WATER LINE SHALL BE CONSTRUCTED IN ACCORDANCE WITH THESE
<br />PLANS, AND SAN JOAQUIN COUNTY DEPARTMENT OF PUBLIC WORKS ADOPTED
<br />UNIFORM PLUMBING CODE, AND UNIFORM BUILDING CODE. PIPE MATERIAL
<br />SHALL BE THAT ALLOWED BY THE UNIFORM PLUMBING CODE AND SAN JOAQUIN
<br />COUNTY DEPARTMENT OF PUBLIC WORKS. IT IS THE CONTRACTOR'S RE-
<br />SPONSIBILITY TO VERIFY TYPE AND SPECIFICATIONS OF ALL MATERIAL.
<br />CONTRACTOR SHALL BE RESPONSIBLE FOR PRESSURE AND BACTERIA TESTING OF
<br />WATER LINES AS REQUIRED BY SAN JOAQUIN COUNTY DEPARTMENT OF PUBLIC
<br />WORKS. BACTERIA TESTS SHALL BE TAKEN BY A CERTIFIED LABORATORY
<br />TECHNICIAN.
<br />REFER TO SAN JOAQUIN COUNTY DEPARTMENT OF PUBLIC WORKS FOR ALL WATER
<br />LINE TESTING REQUIREMENTS.
<br />21. THE STORM DRAIN PIPELINE AND SANITARY SEWER PIPELINE SHALL BE
<br />CONSTRUCTED IN ACCORDANCE WITH THESE PLANS, AND SAN JOAQUIN COUNTY
<br />DEPARTMENT OF PUBLIC WORKS ADOPTED UNIFORM PLUMBING CODE; AND UNIFORM
<br />BUILDING CODE. PIPE MATERIAL SHALL BE THAT ALLOWED BY THE UNIFORM
<br />PLUMBING CODE AND SAN JOAQUIN COUNTY DEPARTMENT OF PUBLIC WORKS. IT
<br />IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY TYPE AND SPECIFICATIONS
<br />OF ALL MATERIAL, FITTINGS, ETC. CONFORM TO SAN JOAQUIN COUNTY
<br />DEPARTMENT OF PUBLIC WORKS STANDARDS AND SPECIFICATIONS. MATERIAL
<br />SELECTION SHALL BE SUBMITTED TO THE CIVIL ENGINEER FOR REVIEW.
<br />22. GRADING AND PAVING CONTRACTOR SHALL COORDINATE THE INSTALLATION OF
<br />ALL ELECTRICAL, LANDSCAPE IRRIGATION, AND UNDERGROUND UTILITY
<br />CONDUITS WITH APPROPRIATE SUB -CONTRACTORS AND UTILITY COMPANIES PRIOR
<br />TO CONSTRUCTION.
<br />23. THE OFFICE OF QUARTAROLI AND ASSOCIATES, 310 SUN WEST PLACE, SUITE
<br />"A", MANTECA, CALIFORNIA (209) 239-4908, SIIALL BE NOTIFIED FIVE (5)
<br />WORKING DAYS IN ADVANCE OF ANY REQUIRED CONSTRUCTION SURVEYING.
<br />24. CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF CHAPTER NINE,
<br />SECTION 6705, 6706, 6707, OF THE STATE LABOR CODE.
<br />25. CONTRACTORS AND SUB -CONTRACTORS BIDDING ON THIS PROPOSED PROJECT
<br />SHALL CAREFULLY EXAMINE THESE PLANS AND CAREFULLY REVIEW THE
<br />CONSTRUCTION SITE TO OBTAIN FIRST HAND KNOWLEDGE OF EXISTING
<br />CONDITIONS AND TO DETERMINE SPECIFICALLY WHAT IS REQUIRED TO BE
<br />ACCOMPLISHED IN HIS PORTION OF THE TOTAL WORK. IF ANY DOUBT EXISTS
<br />TO THE INTENT OF THE PLANS, SPECIFIC DETAILS, CONSTRUCTION NOTES, OR
<br />IF THE CONTRACTOR AND SUB -CONTRACTOR REQUIRES ADDITIONAL INFORMATION,
<br />IT MUST BE CLARIFIED WITH QUARTAROLI AND ASSOCIATES AND R.W.
<br />SIEGFRIED AND ASSOCIATES PRIOR TO BIDDING, OR HIS BID SHOULD STATE
<br />ACCURATELY WHAT IS INCLUDED AND WHAT IS EXCLUDED.
<br />26. CONTRACTOR AND ANY SUB -CONTRACTOR USING PLANS WHICH ARE UNAPPROVED BY
<br />SAN JOAQUIN COUNTY DEPARTMENT OF PUBLIC WORKS AND PLANNING
<br />DEPARTMENTS SHALL DO SO AT THEIR OWN RISKS. QUARTAROLI AND
<br />ASSOCIATES AND R.W. SIEGFRIED ASSOCIATES WILL NOT BE HELD RESPONSIBLE
<br />FOR USAGE OF SUCH PLANS FOR THE CONSTRUCTION OF THIS PROJECT.
<br />27. IN THE EVENT THAT QUARTAROLI AND ASSOCIATES OR R.W. SIEGFRIED AND
<br />ASSOCIATES IS NOT EMPLOYED TO DO THE CONSTRUCTION SURVEYING, THIS
<br />NOTE IS TO GIVE FORMAL NOTICE THAT QUARTAROLI AND ASSOCIATES AND R.W.
<br />SIEGFRIED AND ASSOCIATES CANNOT AND WILL NOT TAKE RESPONSIBILITY FOR
<br />ERRORS OR OMISSIONS, IF ANY, WHICH MIGHT OCCUR AND WHICH COULD HAVE
<br />BEEN AVOIDED OR DETECTED AND/OR CORRECTED OR MITIGATED HAD QUARTAROLI
<br />AND ASSOCIATES OR R.W. SIEGFRIED AND ASSOCIATES DONE THE CONSTRUCTION
<br />SURVEYING.
<br />28. INSPECTION DURING CONSTRUCTION:
<br />ANY IMPROVEMENTS CONSTRUCTED TO THE SPECIFICATIONS AND WHICH IT IS
<br />INTENDED THAT SAN JOAQUIN COUNTY WILL ASSUME MAINTENANCE RE-
<br />SPONSIBILITY, MUST BE INSPECTED DURING CONSTRUCTION BY AN AUTHORIZED
<br />AGENT OF SAN JOAQUIN COUNTY. EACH PHASE OF CONSTRUCTION MUST BE
<br />INSPECTED AND APPROVED PRIOR TO PROCEEDING TO THE SUBSEQUENT PHASES.
<br />ANY IMPROVEMENTS CONSTRUCTED WITHOUT INSPECTION AS PROVIDED ABOVE OR
<br />CONSTRUCTED CONTRARY TO THE ORDER OR INSTRUCTIONS OF THE AUTHORIZED
<br />AGENT OF SAN JOAQUIN COUNTY WILL BE DEEMED AS NOT COMPLYING WITH SAN
<br />JOAQUIN COUNTY STANDARDS AND SPECIFICATIONS, AND WILL NOT BE ACCEPTED
<br />BY SAN JOAQUIN COUNTY FOR MAINTENANCE PURPOSES.
<br />SAN JOAQUIN COUNTY DEPARTMENT OF PUBLIC WORKS WILL PERFORM FIELD
<br />INSPECTIONS FOR THIS PROJECT.
<br />29. CHANGES ON PLANS AND SPECIFICATIONS
<br />ANY CHANGES TO THE APPROVED IMPROVEMENT PLANS AND SPECIFICATIONS MUST
<br />BE PREPARED AND AFFROVEP BY R.W. SIEGFRIED AND ASSOCIATES AND SHALL
<br />BE SUBMITTED TO SAN JOAQUIN COUNTY DEPARTMENT OF PUBLIC WORKS FOR
<br />APPROVAL PRIOR TO IMPLEMENTATION.
<br />30. A GEOTECHNICAL INVESTIGATION WAS PREPARED FOR THIS PROJECT SITE BY
<br />J.H. KLEINFELDER AND ASSOCIATES DATED SEPTEMBER 4 1990,
<br />FILE NO. 20-2983-03 AND IS MADE A PART OF THESE PLANS BY REFERENCE.
<br />31. THIS SITE CONTAINS 5.04 ± ACRES.
<br />32. ALL TRAFFIC SIGNS AND MARKINGS SHALL CONFORM TO SAN JOAQUIN COUNTY
<br />STANDARDS AND TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, AND
<br />SHALL BE SHOWN IN THE PLANS.
<br />33. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONS-
<br />IBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION
<br />OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT
<br />THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO
<br />NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY
<br />AND HOLD HARMLESS, THE COUNTY OF SAN JOAQUIN, ITS ELECTED OFFICIALS,
<br />OFFICERS, EMPLOYEES AND AGENTS FROM ANY AND ALL CLAIMS, COSTS OF
<br />LITIGATION, DAMAGES, AND ATTORNEY'S FEES, FOR PERSONAL INJURY OR
<br />PROPERTY DAMAGE OF WHATEVER NATURE WHICH ARE CLAIMED TO HAVE OCCURRED
<br />DURING THE TERM OF THIS PROJECT.
<br />34. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND MARKING ALL
<br />LANDSCAPE IRRIGATION AND PARKING LOT ELECTRICAL CONDUITS PRIOR TO
<br />LAYING OF PARKING LOT ASPHALT.
<br />35. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL PARKING STALL
<br />WIDTHS, DRIVEWAY WIDTHS, AND PLANTER WIDTHS AFTER THE CONCRETE FORMS
<br />ARE SET AND PRIOR TO POURING OF CONCRETE TO INSURE CONFORMANCE WITH
<br />PLANS, AND SAN JOAQUIN COUNTY PARKING REQUIREMENTS AND STANDARDS.
<br />ANY DISCREPANCY MUST BE BROUGHT TO THE ENGINEERS AND SURVEYORS
<br />ATTENTION IN WRITING.
<br />36. CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY MARKING THE INSTALLED
<br />LOCATION OF ALL SANITARY SEWER, WATER SERVICES AND FIRE LINE SERVICES
<br />AT THE TIME OF INSTALLATION.
<br />37. ALL UTILITIES SHALL BE UNDERGROUND, UNLESS SPECIFICALLY NOTED
<br />OTHERWISE ON PLANS.
<br />38. ALL HANDICAPPED RAMPS, PARKING STALLS, SIGNAGE, AND STRIPING SHALL BE
<br />PER STATE OF CALIFORNIA STANDARDS AND SPECIFICATIONS.
<br />39. THE SITE ADDRESS IS: $(SO J., 5fttVi5 CORD
<br />40. THE ASSESSORS PARCEL NUMBERS ARE 248-090-06 AND 248-090-07.
<br />41. THIS PROJECT SHALL IMPLEMENT THE AIR POLLUTION CONTROL DISTRICT'S
<br />FUGITIVE DUST CONTROL MEASURES AND OZONE EMISSION MEASURES DURING
<br />CONSTRUCTION.
<br />42. ALL EARTHWORK AND GRADING SHALL BE IN CONFORMANCE WITH CHAPTERS 29
<br />AND 70 OF THE UNIFORM BUILDING CODE.
<br />43. THE INTENT OF THE GRADING PLAN IS TO PROVIDE GRADES TO RECEIVE
<br />PAVEMENT, STORM DRAINAGE FACILITIES AND BUILDING PAD.
<br />44. THE TOTAL EARTHWORK QUANTITY IS:
<br />VOLUME OF CUT = 2,000 t CUBIC YARP5
<br />VOLUME OF FILL = -&-
<br />THESE EARTHWORK QUANTITIES ARE COMPUTED FOR THE GRADING PERMIT
<br />APPLICATION PURPOSES ONLY. THESE EARTHWORK QUANTITIES ARE NOT BID
<br />QUANTITIES. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL
<br />QUANTITIES.
<br />45. THE SAN JOAQUIN COUNTY SITE APPROVAL APPLICATION NUMBER IS
<br />ZR -91-1 AND SU -91-7.
<br />IMPROVEMENT PLANS FOR
<br />TRACT NO. 2402
<br />- A lCUSO ESTATES
<br />UNIT No.
<br />A PORTION OF LOT 41 OF THE
<br />°BRIICHETTO TRACT OF THE CARBONA IRRIGATED FARMS
<br />MAPS AND PLATS VOLUME 10, PAGE 113,
<br />- SAN JOAQUIN COUNTY RECORDS IN
<br />LEGEND. SECTION 3, T.3S., R.5E., M.D.B.&M.`
<br />---- BOUNDARY LINE SAN JOAQUIN COUNTY,CALIFORNIA
<br />---- RIGHT OF WAY LINE
<br />PROPERTY LINE
<br />CURB LINE
<br />-�- - EARTH SWALE DIRECTIONAL FLOW d
<br />-90�\ EXISTING CONTOUR LINE Arbo l i>'�'
<br />■ CATCH BASIN O Rd pa 7 m
<br />STORM DRAIN MANHOLE arch Rd. -- 205
<br />Pesca era
<br />a
<br />-a--50- STORM DRAIN PIPEP
<br />8AN q (%`s
<br />Grant Line Road C, Ca�1�°en`s
<br />FL FLOW LINE - -� IL OUTFALL STRUCTURE 113 ° `N A m Ar.
<br />t
<br />RIX..C. POINT OF INTERSECTION OF VERT. CURVE R 11th t. w F Sttee v
<br />INS
<br />P.O.V.C. POINT ON VERTICAL CURVE rohn R Sequo Mel r
<br />R.V.C. POINT ON REVERSE VERTICAL CURVE RACY o,
<br />P.\�
<br />TC TOP OF CURB ELEVATION d Cabe � Jr1 �;.:Y•
<br />F/C FACE OF CURB Sc ulte Rd.
<br />DEFENSE
<br />H.P. HIGH POINT �h�\tRa 9 R ft a �; •: DEPOT
<br />L. P. LOW POINT // �o v . TRACY 5 0
<br />L.F. LEACH FIELD �Cairy 'o°c Valpi o Rd. ��
<br />INV. INVERT ELEVATION ` qG�
<br />P.U.E. PUBLIC UTILITY EASEMENT Almendra ales fie' N
<br />B.V.C. BEGINNING OF VERTICAL CURVE C!F/C o R.R. y m° %2
<br />E.V.C. END OF VERTICAL CURVE c -Lin e o Rd. c Li
<br />E.C. END OF CURVE (HORIZONTAL) ` • = C RBO U- i 9�
<br />B.C. BEGINNING OF CURVE (HORIZONTAL) �� A O� JEFFERSON(
<br />'9
<br />B.C.R. BEGINNING OF CURVE RETURN o TRACYbJ£ ( an
<br />E.C.R. END OF CURVE RETURN V AIRPOR
<br />J..
<br />P.R.C. POINT ON REVERSE CURVE (HORIZONTAL) ITE
<br />• BLUE STREET REFLECTOR cc
<br />AlL THRUST BLOCK DETAIL `•f= �,' o a Durham Fe
<br />SHEET INDEX
<br />1. TITLE SHEET / GENERAL NOTES
<br />2. GRADING PLAN
<br />3. FAIROAKS ROAD PLAN 9 PROFILE
<br />4. DETAIL SHEET
<br />OWNER/DEVELOPER
<br />W.D.O., INC.
<br />P.O. BOX 134
<br />TRACY, CALIFORNIA 95376
<br />VICINITY MAP
<br />OWNER/'DEVELOPER
<br />TI -IIS SIGNIFIES THE OWNER/DEVELOPER HAS REVIEWED THE FINAL
<br />COUNTY APPROVED IMPROVEMENT PLANS AND SPECIFICATIONS FOR
<br />MANCUSO ESTATES, TRACT NO. 2402, AND ACKNOWLEDGE THE
<br />INFORMATION AND DATA SHOWN CONFORMS TO THAT WHICH THEY
<br />PROPOSED.
<br />j cD� z. 9 2-
<br />W D O, INC. DATE
<br />UTILITIES/DISTRICTS
<br />TELEPHONE: PACIFIC BELL TELEPHONE COMPANY (209) 811-4745
<br />NATURAL GAS & ELECTRICITY: PACIFIC GAS & ELECTRIC
<br />(209) 466-2261
<br />IRRIGATION DISTRICT: BANTA CARBONA IRRIGATION DISTRICT
<br />(209) 835-4670
<br />FIRE DISTRICT: TRACY RURAL FIRE DISTRICT (209) 835-1883
<br />SCHOOL DISTRICT: TRACY JOINT UNION AND JEFFERSON ELEMENTARY
<br />SCHOOL DISTRICTS (209) 831-5032
<br />SANITARY SERVICE: INDIVIDUAL SEPTIC TANKS AND LEACH FIELDS
<br />DOMESTIC WATER: COUNTY SERVICE AREA NO. 44
<br />STORM DRAINAGE: COUNTY SERVICE AREA NO. 44
<br />.�i4j1 { Stn
<br />qac" C 9729 f
<br />i
<br />i
<br />SAN JOAQUIN COUNTY PUBLIC HEALTH SERVICES
<br />APPROVED: ENVIRONMENTAL HEALTH DIVISION
<br />DATE
<br />APPROVED: SAN JOAQUIN COUNTY BUREAU OF FIRE PREVENTION
<br />DATE
<br />TRACY
<br />DATE
<br />COUNTY OF SAN JOAQUIN
<br />DEPARTMENT OF PUBLIC WORKS
<br />APPROVED
<br />DATE
<br />N
<br />0
<br />41*
<br />N � Q
<br />z• Z
<br />W oc
<br />U ~ 0
<br />LL
<br />a Q �
<br />H � U
<br />OC O H
<br />o Z W z
<br />D
<br />CO O
<br />O�
<br />Z
<br />Z
<br />CL M >
<br />H V O
<br />W Z O
<br />W a z
<br />0 �
<br />aS
<br />G
<br />v /
<br />CEJ
<br />z
<br />10
<br />�z
<br />1�1
<br />�
<br />Qa
<br />�
<br />�z�
<br />o
<br />Qaa
<br />�
<br />W
<br />Z
<br />�'
<br />P-4
<br />�Z;0
<br />Oww
<br />02
<br />w
<br />1�1
<br />�a
<br />z
<br />cCrJ
<br />o
<br />DIRECTOR OF PUBLIC WORKS
<br />APPROVED REVISION
<br />DATE
<br />5rAFF 4JL 5&7Q -27A SEPT /99/
<br />STAFF A✓L NC 6'4z3o
<br />
|