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<br /> 20 . THE GRADING AND PAVING CONTRACTOR SHALL ADJUST TO FINISHED GRADE
<br /> NOTES THE TOPS OF ALL PROPOSED AND EXISTING VALVE BOXES, MANHOLES ,
<br /> CATCH BASINS AND ELECTRICAL BOXES AND THE COST OF SUCH WORK
<br /> " 1 . ALL MATERIAL AND WORKMANSHIP SHALL CONFORM WITH THE SHALL BE INCLUDED IN THE UNIT PRICES FOR STREET WORK.
<br /> SPECIFICATIONS , STANDARDS AND ORDINANCES OF THE SAN JOAQUIN COUNTY
<br /> AND SMALL BE PART OF THESE IMPROVEMENT PLANS . STANDARD 21 . ALL SANITARY SEWER, STORM DRAINAGE AND WATER CONSTRUCTION
<br /> SPECIFICATIONS AND DETAILS ARE AVAILABLE IN THE OFFICE
<br /> ON--SITE SHALL BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS , AND S.J. �
<br /> OF SAN JOAQUIN COUNTY DEPARTMENT OF PUBLIC WORKS. COUNTY DEPARTMENT OF PUBLIC WORKS ADOPTED UNIFORM PLUMBING CODE,
<br /> AND UNIFORM BUILDING CODE. PIPE MATERIAL SHALL BE THAT ALLOWED
<br /> l` 2. WHERE THE PLANS OR SPECIFICATIONS DESCRIBE PORTIONS OF THE WORK BY THE UNIFORM PLUMBING CODE AND SAN JOAQUIN COUNTY DEPARTMENT OF Z
<br /> IN GENERAL TERMS BUT N
<br /> NOT ICOMPLETE DETAIL, IT IS UNDERSTOOD PUBLIC WORKS . IT. IS THE CONTRACTOR' S RESPONSIBILITY TO VERIFY TYPE o
<br /> f' THAT ONLY THE BEST GENERAL PRACTICE IS TO PREVAIL AND THAT S ETC . WITH THE
<br /> AND SPECIFICATIONS . OF ALL MATERIAL FITTINGS , f W
<br /> MATERIALS AND WORKMANSHIP OF THE FIRST QUALITY ARE TO BE USED. SAN JOAQUIN COUNTY DEPARTMENT OF PUBLIC WORKS .
<br /> NOTED DIMENSIONS TAKE PRECEDENT OVER SCALE. ANY
<br /> DISCREPANCY -� -
<br /> TO THE ATTENTION OF QUARTAROLI AND
<br /> SHALL IMMEDIATELY BE BROUGHT
<br /> ' 9-4908 AND R. W. SIEGFRIED AND ASSOCIATES ( 209) 22 . GRADING. AND PAVING CONDS�AP�RI�RIGATIONRDANDTE THE UNDERGROUNDLUTILOTY
<br /> ASSOCIATES, (209) 23 OF ALIS ELECTRICAL,- LAN
<br /> 943-2021 . CONDU.ITS WITH APPROPRIATE SUB-CONTRACTORS AND UTILITY COMPANIES
<br /> PRIOR TO CONSTRUCTION.
<br /> 3 . CONTRACTORS SHALL VISIT THE $ITE AND VERIFY ALL EXISTING w
<br /> CONDITIONS PRIOR TO SUBMITTING A BID. 23 . THE OFFICE OF QUARTAROLI AND ASSOCIATES , 160 NORTHGATE DRIVE, 4
<br /> CALIFORNIA ( 209) 2
<br /> TECA, 39--4908 , SHALL BE NOTIFIED 72 HOURS
<br /> MAN + ; F .
<br /> 4. THE EXISTING UNDERGROUND UTILITIES ARE PLOTTED FROM AVAILABLE IN TECH CE OF ANY REQUIRED CONSTRUCTION SURVEYING.
<br /> ADlllllf-
<br /> RECORDS. CONTRACTOR SHALL TACE PRECAUTIONARY MEASURES TO
<br /> PROTECT THESE UTILITIES. THE CONTRACTOR SHALL DO NO EXCAVATION OF
<br /> UNTIL ALG, UTILITY AGENCIES HAVE BEEN NOTIFIED AND HAVR BEEN 24. CONT?NT5705HA6706 LL COMPLY
<br /> 6707 , OF THE STATER LABORSCODECHAPTER NINE,
<br /> GIVEN THE OPPORTUNITY TO MARK THEIR FACILITIES IN THE FIELD. IT
<br /> SECT
<br /> IS THE CONTRACTOR' S RESPONSIBILITY TO VERIFY THE LOCATION OF ALL
<br /> UTILITIES. PRIOR TO OPENING AN EXCAVATION, THE 25 . CONTRACTOR SHALL PROVIDE DU5'I' CONTROL AT ALL TIMES DURING
<br /> EXISTING CONSTRUCTION AS PER SECTION TEN OF THE STANDARD SPECIFICATIONS
<br /> CONTRACTOR SHALL DETERMINE WHETHER UNDERGROUND INSTAGAS LINES ,
<br /> OF THE STATE OF CALIFORNIA AND AS PER SAN JOAQUIN COUNTY
<br /> I . E. , SEWER, WATER , STORM DRAINAGE, ELECTRIC LINES, GAS LINES +
<br /> AND, THENASHALLIBETE DEPARTMENT OF PUBLIC WORKS REQUIREMENTS.
<br /> CABLE T.V . LINES , ETC . , WILL BE ENCOUNTERED
<br /> PPRO
<br /> LOCATION OF SUCH AN INSTALLATION. THE
<br /> 26 . CONTRACTORS AND SUB-CONTRACTORS. BIDDING ON THIS PROPOSED PROJECT
<br /> DETERMINED BY CAREFUL PROBING OR HAND DIGGING AND, WHEN IT IS SHALL CAREFULLY EXAMINE THESE PLANS AND CAREFULLY REVIEW THE
<br /> UNCOVERED, ADEQUATE PROTECTION SHALL BE PROVIDED FOR THE
<br /> TION SITE TO OBTAIN FIRST HAND KNOWLEDGE OF EXISTING
<br /> EXISTING INSTALLATION. ALL KNOWN OWNERS OF UNDERGROUND CONSTRUCTION
<br /> TO DETERMINE SPECIFICALLY WHAT IS REQUIRED TO BE
<br /> FACILITIES IN THE AREA CONCERNED SHALL BE ADVISED OF PROPOSED CONDITIONS AND
<br /> WORK AT LEAST FORTY-EIGHT HOURS PRIOR TO THE START OF ACTUAL ACCOMPLISHED IN HIS PORTION OF THE TOTAL WORK. IF ANY DOUBT
<br /> EXCAVATION. CALL U
<br /> . S .A . 1-800-642-2444 , P•G •&E• - (209) EXISTS TO THE INTENT OF THE PLANS, SPECIFIC DETAILS ,
<br /> TRACTOR
<br /> 823-2141 , PACIFIC BELL TELEPHONE - ( 209) 811-3300, SAN JOAQUIN CONSTRUCTION NOTES, OR IF THE CONTRACTOR AND SUB rl1
<br /> COUNTY DEPARTMENT OF PUBLIC WORKS - (209) 468-3000. REQUIRE ADDITIONAL INFORMATION, IT MUST BE CLARIFIED WITH
<br /> QUARTAROLI AND ASSOCIATES AND STATE ACCURATELY ND WHAT
<br /> PRIOR
<br /> TO BIDDING, OR HIS BID SHOULD h
<br /> 5. AN ENCROACHMENT PERMIT SHALL BE OBTAINED BY THE CONTRACTOR FROM INCLUDED AND WHAT IS EXCLUDED
<br /> JOAQUIN COUNTY , DEPARTMENT OF PUBLIC WORKS PRIOR TO ANY OFF- SAN JOAQUIN LOCAL HEALTH DISTRICT
<br /> JOAQ
<br /> 1601 E. Hazelton Ave.-Prone :
<br /> SITE CONSTRUCTION. ANY AND ALL SPECIFIC REQUIREMENTS OR 27 . CONTRACTOR AND ANY SUB-CONTRACTOR USING PLANS WHICH A a. 95781 -.
<br /> CONSTRUCTION DETAILS IMPOSED BY THE ENCROACHMENT PERMIT SHALL UNAPPROVED BY THE SAN JOAQUIN COUNTY PUBLIC WORKS AND PLANNING i'.0. Box 2uu9 Stockton, Ca. 95201 = "
<br /> BECOME A
<br /> PART OF THESE IMPROVEMENT PLANS. DEPARTMENTS SHALL DO SO AT THEIR OWN RISK. QUARTAROLI BEDHELD _
<br /> ASSOCIATES AND R. W. SIEGFRIED AND ASSOCIATES WILL NOT � Approved
<br /> PUBLIC WORKS SHALL BE NOTIFIED RESPONSIBLE FOR USAGE OF SUCH PLANS FOR THE CONSTRUCTION OF
<br /> 6. SAN JOAQUIN COUNTY DEPARTMENT OF P T HOURS IN ADVANCE OF ANY
<br /> TOR AT LEAST .FORTY-SIGH THIS PROJECT ❑ Approved with changes : See Remarks Q J
<br /> BY THE CONTRACTOR _a
<br /> OFF-BYTE CONSTRUCTION '(209) 468--3000. ❑ Disapproved ; See Remarks ��++
<br /> 28. IN THE EVENT THAT QUARTAROLI AND ASSOCIATES OR R. W. SIEGFRIED AND LL LL �_
<br /> SHALL BE HELD RESPONSIBLE FOR ANY FIELD CHANGES ASSOCIATES IS NOT EMPLOYED TO DO THE CONSTRUCTION SURVEYING, Remark
<br /> 7 THE CONTRACTOR
<br /> MADE WITHOUT THE WRITTEN AUTHORTZATTON FROM QUARTAROLI AND THIS NOTE IS TO GIVE FORMAL NOTICE THAT QUARTAROLI CAN AND
<br /> ASSOCTES . ASSOCIATES AND R. W. SIEGFRIED AND ASSOCIATES CANNOT. AND WILL NOT _
<br /> SIEGFRIED AND MIGHT
<br /> ASSOCIATES AND R. W. SI
<br /> EGF MI Late �' By '`'t�.xw�_
<br /> TAKE RESPONSIBILITY FOR ERRORS OR OMISSIONS ,
<br /> IF ANY WHICH
<br /> 8 . EACH CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF THE REMOVAL OCCUR AND WHICH COULD HAVE BEEN AVOIDED OR DETECTED AND/OR Approval flz these plans extends o 4c:
<br /> OR RELOCATION OF ANY AND ALL EXISTING UTILITIES WITH THE RESPECTIVE CORRECTED OR MITIGATED HAD QUARTAROLI AND ASSOCIATES OR R. W. that whldch is shovna and described ,re-
<br /> ANY. COST OF THIS COORDINATION IS TO BE INCLUDED IN SIEGFRIED AND ASSOCIATES DONE THE CONSTRUCTION SURVEYING. an but does not authorize or a
<br /> UTILITY COMP approve
<br /> THE PRICES BID FOR THE VARIOUS IMPROVEMENTS TO COMPLETE THE PROJECT . any omission or deviation of requnr _
<br /> �a�ts of State laws or local OrdinanF" R,
<br /> 9. GENERAL CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE 29 . CONTRACTOR SHALL BE RESPONSIBLE FOR PRESSURE AND BACTERIA
<br /> RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF TESTING OF WATER LINES AS REQUIRED BY SAN JOAQUIN COUNTY l
<br /> CONSTRUCTION OF THIS PROJECT , INCLUDING SAFETY OF ALL PERSONS DEPARTMENT OF PUBLIC WORKS .
<br /> AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY CONTINUALLY AND
<br /> SAN JOAQUIN COUNTY PUBLIC 1^AOR„ ti"i'rd t IiT
<br /> NOT BE LIMITED TO NORMAL WORKING HOURS: AND THAT THE CONTRACTOR 30• INSPECTION DURING CONSTRUCTION•
<br /> Ir4F't<OVEPu;F<<iT PLC�1.".,^i sZtbM4l
<br /> SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER , ENGINEER OR SURVEYORSTORM
<br /> HARMLESS FROM ANY AND ALL .LIABILITY, REAL OR ALLEGED, IN ANY IMPROVEMENTS CONSTRUCTED TO THE SPECIFICATIONS AND WHICH IT 1. WATER SUPPLY;
<br /> TPVTWFLL o� BLIC Il a€:-i.Pc ER
<br /> CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, IS INTENDED THAT SAN JOAQUIN COUNTY WILL ASSUME MAINTENANCE
<br /> 2. WATER SUPPLY: PVT 4'�JELL C] _PUBLIC t`i` CAL-u�r1TEi�C�
<br /> EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE RESPONSIBILITY , MUST BE INSPECTED DURING CONSTRUCTION BY AN �. SAfIITAIiYSE4VER: sEPrIC��PU3LIC C1 E° �
<br /> 4. TOTAL PLOT SIZE: AC Dr"i l_P.SI,:w:� CJ- ��? '� AC
<br /> E
<br /> OWNER , ENGINEER OR THE SURVEYOR. AUTHORIZED AGENT OF SAN JOAQUIN COUNTY . EACH PHASE OF 5. FTLoaDILFv. hIOVD_. OTHABO4IEN.G,
<br /> CONSTRUCTION MUST BE INSPECTED AND APPROVED PRIOR TO PROCEEDING R FEES:EES: DTF A06 _ TRAFFIC tR
<br /> MARK: BRASS CAP IN CONCRETE AT NORTHWEST CORNER OF TO THE SUBSEQUENT PHASES .. REMARKS:
<br /> 10. BENCH.
<br /> HIGHWAY 120 AND AUSTIN ROAD, ELEVATION w 45 . 608 SAN JOAQUIN ^r i
<br /> IMPROVEMENTS CONSTRUCTED WITHOUT INSPECTION A5 PROVIDED � '
<br /> ANY IM THIS APPROVAL IS BASED ON A DIFTERI4r iJr4TI0fV THAT i H PP'-NJ,AC]E CONCEPT AS � Z
<br /> COUNTY DATUM. ABOVE OR CONSTRUCTED CONTRARY TO THE ORDER 4R INSTRUCTIONS OF 5uRMITrEUI�r7::ETSTFIEc�;ur!TYREpuIf4Eh^ENTsr�NOD^ ^r�f�, RIEVE-ihiE
<br /> THE AUTHORIZED AGENT OF SAN JOAQUIN COUNTY WILL BE DEEMED AS NOT DEVELOPER OTH�R�.,Pv�15€"�lLrir6T l O I r a ,3G AT r.Ia.,I fi.4�E. ANY
<br /> 11 . THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF ALL ,�h�>=hl�l�7ENT,OMI 3��N c�^DEVl;;Tl�u;.,Chi TrE,_ �;:;' ���r•LA
<br /> COMPLYING WITH SAN JOAQUIN COUNTY STANDARDS ANDFSPECIFICATIONS , S91r1LLf?F"rlEscat_ri _ �GhCICILITYOT"Ii Errt LC '" ' FTYC<<�'? E
<br /> SURVEY AND CONSTRUCTION STAKES. SURVEY AND CONSTRUCTION STAKES
<br /> D DUE TO THE CONTRACTOR ' S NEGLIGENCE AND WILL NOT BE ACCEPTED BY SAN JOAQUIN CO � v F:lipi€=flvED C�
<br /> THAT ARE LOST OR DESTROYS E vl �}.
<br /> THE PROJECT SURVEYOR AT THE CONTRACTOR' S PURPOSES.
<br /> WILL BE RESET BY
<br /> EXPENSE. APPROVED:
<br /> SAN JOAQUIN COUNTY DEPARTMENT OF PUBLIC WORKS WILL PERFORM FIELD FOR DIRECTOR OF PUBLIC Ill DATE ~~
<br /> U
<br /> 12 . CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXISTING INSPECTION FOR THIS PROJECT. a
<br /> a . . C�
<br /> IMPROVEMENTS FROM DAMAGE.
<br /> 31 . CHANGES ON PLANS AND SPECIFICATIONS V
<br /> LL BE REQUIRED TO COOPERATE WITH THEMSELVES AND ANY CHANGES TO THE APPROVED IMPROVEMENT PLANS AND SPECIFICATIONS AND
<br /> HA S
<br /> S S TE
<br /> 13 . CONTRACTORS TA � A �
<br /> UTILITY COMPANIES INSTALLING NEW STRUCTURES , UTILITIES AND MUST BE PREPARED AND CERTIFIED BY R. W. SIEGFRIED AND ASSOC 00
<br /> SERVICES TO THE DEVELOPMENT , AND ANY DELAY CAUSED BY SUCH SHALL BE SUBMITTED TO SAN JOAQUIN COUNTY DEPARTMENT OF PUBLIC /
<br /> INSTALLATION SHALL NOT BE CONSIDERED AS RIGHT-OF-WAY DELAY . WORKS FOR APPROVAL PRIOR TO IMPLEMEN
<br /> TATION . � � � 0
<br /> 14. ALL UNDERGROUND SERVICES SHALL BE INSTALLED IN CONFORMANCE WITH
<br /> THE SAN JOAQUIN COUNTY DEPARTMENT OF PUBLIC WORKS.
<br /> E T A BALANCED AIR '� ad
<br /> REFL C f
<br /> 15. GRADES SHOWN ON THIS PLAN DO NOT NECESSARILYIMPORT ORAL �� r� I
<br /> CONTRACTOR SHALL "` VT
<br /> EARTHWORK CUT AND FILL QUANTITIES• INGORDERCTq CONSTRUCT THE
<br /> IAL AS RE UIRED � � � 0 i-0
<br /> EXPORT EARTH MATER TO
<br /> IMPROVEMENT TO' THE RA E T
<br /> REQUIRED BY THE
<br /> 16 . ANY FILL PLACED SHALL BE PROPER LY COMPACTED AS Q �- 8G7-39' 'r
<br /> PLANS .AND THESSPECIFICATIONS. TT'� /STT rao,t�0 3 7-
<br /> E /
<br /> ._.. 6 L� .A-2�u til d 'Trz
<br /> _ �"r 0 w�-
<br /> A. . EARTH FILL TO ESTABLISH PAVED AREA SUBGRADE SHALL BE r��'Jt�iY �. Il�'f YS-33L
<br /> MINIMUM RELATIVE COMPACTION OF 90%, EXCEPT - �' �-�G�; . _ ���5! _a_ - ' �
<br /> COMPACTED TO A MIN x ,S , h6 r z, c. 8 ;s f . . Z�Y ►+
<br /> AREA WITHIN SIX INCHES BELOW. SUBGRADE SHALL BE u c '.t�1 C . CCCoS �; /�r1-E` _ra F.l�':.: - I»�N'ric-��Q ,^
<br /> THAT THE A Vj
<br /> 1 s ,i School District:
<br /> COMPAC'T'ED TO A MINIMUM RELATIVE COMPACTION OF 95%• Developer
<br /> � ,
<br /> Applicant certifies that the property is as described I cantagreelsto comp4etelproposas ass bowpn and C
<br /> ESTABLISH FINISHED GRADE OUTSIDE THE PAVED [� ,-„ -- - structure sandimprouementsnslistare wn.Theapp
<br /> B. EARTH FILL TO EST to comply with all the
<br /> conditions listed.
<br /> D BUILDING AREAS SHALL BE COMPACTED TO A MINIMUM r rE
<br /> � z a
<br /> AREAS AN L14LE-" �tL�.£��x Date
<br /> --------------
<br /> RELATIVE COMPACTION OF 80%.
<br /> P Signed
<br /> ALL.-� Owner or authorized representative
<br /> C. FILL AND COMPACTION WITHIN THE . BUILDING AREA SHALL BE IN S "_._ COWSFRUCTr.�_n/ ...�
<br /> ACCORDANCE WITH THE BUILDING PLANS AND/OR SPECIFICATIONS. �XrC_C�D.
<br /> 0
<br /> Final Approval
<br /> D. FILL SHALL BE NON-EXPANSIVE MATERIAL AND SHALL BE FREE OF ___._1�1�-30 g - :; Tentat,ueApproval.
<br /> LL BE COMPAC'T'ED � 8y. On:f/�17
<br /> VEGETATION OR
<br /> DELETERIOUS MATTER. FILL SHA Cnsryl - .
<br /> IN LIFTS NOT TO EXCEED EIGHT INCHES .
<br /> F£ssr �
<br /> ALL AREAS TO BE COVERED WITH ASPHALT CONCRETE PAVEMENT SHALL Q Q ON
<br /> HAVE A SUBGRADE
<br /> COMPACTED TO 95% RELATIVE COMPACTION TO A POINT � �� J. /DAl F
<br /> SIX INCHES BELOW SUBGRADE. w .` Q� /9�f �C'
<br /> �' � T fes: `� � °�t �J�
<br /> 17 . CONTRACTOR' S BID SHALL INCLUDE THE COST OF
<br /> ANY NECESSARY SOILS -------
<br /> ' ©• � ORAWPI BY:
<br /> COMPACTION TESTING
<br /> '4 Ex 97�
<br /> 18 . ASPHALT CONCRETE: ASPHALT CONCRETE SHALL BE
<br /> TYPE B AND SHALL OCT �� �`���� ��� �. Date./z�oj Y
<br /> CONFORM TO THE PROVISIONS OF SECTION 39 OF THE CALTRANS STANDARD SAN JOAQUIN COUNTY `� Ol�ll C-A
<br /> ��
<br /> SPECIFICATIONS. pou SHAf3f, AM
<br /> POLLUTION CONTROL DISTRICT CA4.1 � JOB NO186, .
<br /> AGGREGATE SHALL BE ONE-HALF (1" ) INCH MAXIMUM MEDIUM
<br /> GRADING FOR SURFACING
<br /> 19. AGGREGATE BASE: AGGREGATE BASE SHALL BE CLASS TWO CONFORMING' TO R. W. SIEGFRIED & ASSOCIATES C I V I C ENGINEERS G I N E E R S SHEET-
<br /> 4045 CORONADO AVENUE STOCKTON,"CALlFbRNIA
<br /> THE REQUIREMENTS OF SECTION 26-102B OF THE CALTRANS STANDARD
<br /> SPECIFICATIONS. SPREADING AND COMPACTING AGGREGATE BASE SHALL
<br /> CONFORM TO THE REQUIREMENTS OF SECTION 26-1 .04 OF THE CALTRANS DRAWN BY DESIGNIJBY FoB.NO DATE
<br /> DESIGN FILE NO. OF SHEETS
<br /> DESIGN BY CHECKED BY F.B.NO.
<br /> STANDARD SPECIFICATION .
<br />
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