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M647
<br /> 20 . THE GRADING AND PAVING CONTRACTOR SHALL ADJUST TO FINISHED GRADE
<br /> THE TOPS OF ALL PROPOSED AND EXISTING VALVE BOXES AND WATER METER IMPROVEMENT PLANS FOR pepy
<br /> BOXES AND THF COST OF SUCH WORK SHALL BE INCLUDED IN THE UNIT am
<br /> PRICES FOR STREET WORK .
<br /> NOTESTRACT NO. 2124 }
<br /> 21 . THE ISOh1ESTIC C�IATER LINE SHALL BE CONSTRUCTED IN ACCORDAIvTCE WITH m
<br /> 1 . ALL MATERIAL AND WORKMANSHIP SHALL CONFORM WITH THE SPECIFICATIONS , THESE PLANS , AND THE SAN JOAQUIN COUNTY DEPARTMENT OF PUBLIC
<br /> STANDARDS AND ORDINANCES OF SAN JOAQUIN COUNTY DEPARTMENT OF PUI3-- WORKS ADOPTED UNIFORM PLUMBING CODE, AND UNIFORM BUILDING CODE .
<br /> LIC WORKS AND SHALL BE PART OF THESE IMPROVEMENT PLANS . STAND- PIPE MATERIAL SHALL BE THAT ALLOWED BY THE UNIFORM PLUMBING CODE
<br /> ARD SPECIFICATIONS AND DETAILS ARE AVAILABLE AT THE SAN JOAQUIN AND THE SAN JOAQUIN COUNTY DEPARTMENT OF PUBLIC WORKS . IT IS
<br /> COUNTY DEPARTMENT OF PUBLIC WORKS . THE CONTRACTOR ' S RESPONSIBILITY TO VERIFY TYPE. AND SPECTFTCA-
<br /> TIONS OF ALL h1ATERI II, , FI'I'TiN(3S , ETC , 41'ITII THE' SAN JOAQUIN COUNTY z
<br /> 2 . WHERE THE PLANS OR SPECIFICATIONS DESCRIBE PORTIONS OF THE WORK IN ®EPrlftTh1ENT OF PUBLIC IvORKS .
<br /> GENERAL TERMS BUT NOT IN COMPLETE DETAIL, IT IS UNDERSTOOD THAT 22 , GRADING AND PAVING CONTRACTOR SHALL COORDINATE THE INSTALLATION Q
<br /> ONLY THE BEST GENERAL PRACTICE IS TO PREVAIL AND THAT MATERIALS
<br /> AND WORKMANSHIP OF THE FIRST QUALITY ARE TO BE USED . NOTED DT-
<br /> OF ALL UNDERGROUND UTILITY CONDUITS WITH APPROPRIATE SUB-CONTRACTORS BOJOLI ESTATES
<br /> MENSIONS TAKE PRECEDENT OVER SCALE . ANY DISCREPANCY SHALL IM- AND UTILITY COMPANIES PRIOR TO CONSTRUCTION .
<br /> MEDIATELY BE BROUGHT TO THE ATTENTION OF QUARTAROLI AND ASSOCIATES . 23 . THE OFFICE, OF QUARTAROLI AND ASSOCIATES , 160 NORTHGATE DRIVE , r
<br /> ( 209 ) 239--4908 MANTECA, CALIFORNIA ( 209 ) 239-4908 , SHALL BE NOTIFIED 72 }TOURS
<br /> 3 . CONTRACTORS SHALL VISIT THE SITE AND VERIFY ALL EXISTING CONDI- IN ADVANCE OF ANY REQUIRED CONSTRUCTION SURVEYING .
<br /> UJ
<br /> TIONS PRIOR TO SUBMITTING A BID.
<br /> 24 . CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF CHAPTER 9 , SEC- A PORTION OF LOTS 0
<br /> 4 . THE EXISTING UNDERGROUND UTILITIES ARE PLOTTED FROM AVAILABLE RE- TION 6705 , 6706 , 6707 , OF THE STATE LABOR CODE .
<br /> CORDS . CONTRACTOR SHALL TAKE PRECAUTIONARY MEASURES TO PROTECT
<br /> THESE UTILITIES , THE CONTRACTOR SHALL DO NO EXCAVA'T'ION UNTIL ALL 25 . CONTRACTOR SHALL PROVIDE 10 O CONTROL SL ND ALL TIMES DURING GDF- 23 30 ,31 32 & 33 AND ALL OF LOTS 24 & 25 OF THE
<br /> UTILITY AGENCIES HAVE BEEN NOTIFIED AND HAVE BEEN GIVEN THE DP- STRUCTION AS PEE? SECTION l0 OF THE STANDARD SPECIFICATIONS OF � �
<br /> THE STATE OF CALIFORNIA AND AS PER THE SAN JOAQUIN COUNTY D}a-
<br /> PDRTUNITY TO MARK THEIR FACILITIES IN THE FIELD . IT IS THE CON--
<br /> TRACTOR ' S RESPONSIBILITY TO VERIFY THE LOCATION OF ALL EXISTING PARTMINT OF PUBLIC WORKS . H
<br /> UTILITIES . PRIOR TO OPENING A EXCAVATION, THE CONTRACTOR SHALL 2g . CONTRACTORS AND SUB-CONTRACTOIRS BIDDING ON THIS PROPOSED PRD- BRICHETTO TRACT OF THE CARBONA IRRIGATED FARMS
<br /> DETERMINE WHETHER UNDERGROUND INSTALLATION , I . E . , SE14ER , WATER , JECT SHALL CAREFULLY EXAMINE THESE PLANS AND CAREFULLY REVIEW
<br /> STORM DRAINAGE , ELECTRIC LINES , GAS LINES , CABLE T. V . LINES , ETC , , THE CONSTRUCTION SITE TO OBTAIN FIRST HAND KNOWLEDGE OF EXISTING IN SECTION 3, T.3S.,R.SE. M.D.B. VC M.
<br /> WILL BE ENCOUNTERED AND , THE APPROXIMATE LOCATION OF SUCH AN IN- CONDITIONS AND TO DETERMINE SPECIFICALLY WHAT IS REQUIRED TO BE
<br /> STALLATION. THE EXACT LOCATION SHALL BE DETERMINED BY CAREFUL ACCOMPLISHED IN HIS PORTION OF THE TOTAL WORK . IF ANY DOUBT
<br /> PROBING OR HAND DIGGING AND , WHEN IT IS UNCOVERED , ADEQUATE PRO- (E ,
<br /> EXISTS TO THE OF 'I'f-fE PLANS , SPECIFIC DETAILS , COtiSTRUC-
<br /> TECTION SHALL BE PROVIDED FOR THE EXISTING INSTALLATION. ALL OR IF THE CONTRACTOR AND SUB-CONTRACTOR REQUIRES SAN JOAQUIN COUNTY CALIFORNIA Z
<br /> KNOWN OWNERS OF UNDERGROUND FACILITIES IN THE AREA CONCERNED '.PION NOTES ,
<br /> SHALL BE ADVISED OF PROPOSED WORK AT LEAST 48 }-{OURS PRIOR TO THE ADDITIONAL INFORMATION ) IT MUST BE CLARTI;'IED WITH QUARTARDLT
<br /> R OF ACTUAL EXCAVATION. CALL U . S . A . 1-800-642-2444 . PG&E - SAND ASSOCIATES PRIOR TO BIDDING , OR HIS BID SHOULD STAT}; Z WACCU-
<br /> START < F- LL
<br /> ( 209 ) 835-2730 , PACIFIC BELL TELEPHONE - ' ( 209 ) 811-3300 , SAN IRATELY WHAT IS INCLUDED AND WHAT IS EXCLUDED.
<br /> JOAQUIN COUNTRY DEPARTMENT OF PUBLIC ?30RKS ( 209 ) 468-3000 . 27 , CONTRACTOR AND ANY SUB-CONTRACTOR USING PLANS WHICH ARE UNAP-
<br /> PROVED BY THE SAN JOAQUIN COUNTY DEPARTMENT OF PUBLIC WORKS AND J J
<br /> NFD FROM HE SAN JOAQUIN '.' RTAROLI � T
<br /> < <
<br /> 5 . AN ENCROACHMENT PERMIT SHALL BE OBTAI OM T Q
<br /> PLANNING DEPARTMENTS SHALL DO SO AT TI}FIR O[r:� RISK . QUA
<br /> COUNTY DEPARTMENT OF PUBLIC WORKS PRIOR TO ANY OFF-SITE CONSTRUC- T f� N F"
<br /> TION i�
<br /> VK, I}l G�'� � 0 AND ASSOCIATES WILL NOT BE HELD RESPONSIBLE FOR USAGE OF SUCH Con ° 1_'
<br /> �' IY � ' � � ]PLANS FOR THE CONSTRUCTION OF THIS PROJECT. °sugar i .°� Bfy,
<br /> O AtbO RdW spat n ,n �....G� •
<br /> RT`IENT OF PUBLIC WORKS SHALL BE NOTI- Larch Rd O
<br /> 6 . TfII; SAN JOAQUIN COUNTY DF.PA 28 . IN THE EVENT THAT QUARTAROLI AND ASSOCIATES IS NOT EMPLOYED TO � �
<br /> �� � W
<br /> FIED BY THE CONTRACTOR AT LEAST 48 HOURS IN ADVANCE OF ANY OFF- ]DO T}It CONSTRLJCTIdN SURVEYING THIS NOTE IS '10 GIVE FORMAL NOTICE � � Pe ero ©AN A �r`a(�a �� 0 Z U
<br /> SITE CONSTRUCTION ( 209 ) 468-.3000 Grant - Line Road ; ea e�
<br /> 'THAT QUARTAROLI AND ASSOCIATES CANNOT , AND WILL NOT TAKE RESPO'�- scHLL 0
<br /> o in 14 AN
<br /> 7 . THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY FIELD CHANGES ;SIBILTTY FOR LRI�OI�S OR Oh1TSST0iS , IF ANY `4'HICI} MIGHT OCCUR AND Jj3 Et (,�
<br /> ]I,HICH COULD HAVE BEEN AVOIDED OR DETECTED AND/OR CORRECTED OR abianm R . 11th t. w �Stie VOCATION ���
<br /> MADE WITHOUT THE WRITTEN AUTHORIZATION FROM QUARTAROLI & ASSOCIATES . INSTITUT �. V J
<br /> ]MITIGATED HAD QUARTAROLI AND ASSOCIATES DONE THE CONSTRUCTION ti: :��
<br /> Krohn R 4u5,, MefE0�
<br /> 8 . EACH CON'T'RACTOR I5 RESPONSIBLE FOR COORDINATION OF THE RI,h10VAL ;SURVEYING. TRACYO,� Cabe -., ..y" tic O < O
<br /> OR RELOCATION OF ANY AND ALI, EXT STING UTTLITIES WIT If THE RESP EC- A GEOTECHNICAL INVESTIGA'T'ION WAS PREPARED FOR THIS PROJECT SITE Rd.� a `�e g Sc uRte Rd. otifE+�5� � `��lArt
<br /> TIVE UTILITY COMPANY . COST OF THIS COORDINATION IS TO BE INCLUDED h� ¢ G::,•. d
<br /> BY J . 11. KLEINFELDER AN ASSOC I AT17S DATED FEBRUARY 18 , (.988 , .Lf • DEPOT sf
<br /> Q d `a -b .•TRACY $ °, C Q
<br /> IN THE PRICES BID FOR TETE VARIOUS IMPROVEMENTS TO COMPLETE THE FILE No 20-2983-1 AND IS MADE A PART OF Tt1ESE PLANS BY REFERENCE . iii
<br /> AG�FrC
<br /> Con ir �alp�co 4 Rd ::.•_'� �G� a
<br /> PROJECT. JEC S " oA s
<br /> 9 . GENERAL CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE 30 . 'THIS SITE CONTAINS 40 . 31} ACRES . A ndray ores = ��p
<br /> CIF 1C R`R• °° Rd. tQ �' e Q E
<br /> RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CON - -- �'n e_ - Linne Ro�r1: M
<br /> E
<br /> W (�
<br /> STRUCTION OF THIS PROJECT , INCLUDING SAFETY OF ALL PERSONS AND 31 , INSPECTION DURIi3G CONSTRUCTION: 9�f���f` q SBO a T 9� -_
<br /> O • Pto � \ � " >tFr•EasoNT e,, a .r-� _, ._�aic
<br /> PROPERTY ; THAT THIS REQUIREMENT SHALL APPLY CONTINUALLY AND NOT scH. C 9 /
<br /> ��j`. q TRACY �- � E Lehman' J -
<br /> BE LIMITED TO NORMAL WORKING }FOURS ; AND THAT THE CONTRACTORA�ALj��
<br /> U AIRPOR - NEN! JERU5
<br /> INDEMNIFY AND HOLD THE OWNER , ENGINEER
<br /> DEFEND, INDEMNIFY �.� '1>`,::: 5' ' ANY IMPROVEMENTS CONSTRUCTED TO THE SPECIFICATIONS AND WHICH IT
<br /> �- ��- IS INTENDED THAT THE COUNTY OR DISTRICT WILL ASSUME MAINTENANCE ^`
<br /> LESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED,' IN CONNECTION RESPONSIBILITY, MUST BE INSPECTED DURING CONSTRUCTION BY AN ' �. Q o Durham Ferry o�\` �s
<br /> WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LTA- AUTHORIZED AGENT OF THE OWNER AND DIRECTOR . EACH PHASE OF
<br /> BILITY ARISING FROM SHE SOLE NEGLIGENCE OF THE OWNER , ENGINEER CONSTRUCTION MUST BE INSPECTED AND APPROVED PRIOR TO PROCEEDING PROPOSEDCARNEGIE
<br /> �.-
<br /> .�fl = f.Y TO THE SUBSEQUENT PHASES . TDWNSITE ��
<br /> tte Kenner Rd. y
<br /> 10. BENCH MARK : SAN JOAQUIN COUNTY BRASS DISC STAMPED "AA-BB-41" IN ANY IMPROVEMENTS CONSTRUCTED WITHOUT INSPECTION AS PROVIDED
<br /> CONCRETE HEADWALL OF THE BANTA CARBONA IRRIGATION DISTRICT IRRI- ABOVE OR CONSTRUCTED CONTRARY TO THE ORDER OR INSTRUCTIONS OF Wema[isRd. 132 Vernaii
<br /> GATION BOX ON THE NORTH SIDE OF VALPICO ROAD AT THE INTERSECTION THE AUTHORIZED AGENT OF THE OWNER AND DIRECTOR WILL BE DEEMED L
<br /> RACY
<br /> OF FAIROAKS ROAD AND VALPICO ROAD . ELEVATION = 104 . 50 . AS NOT COMPLYING WIH SAN JOAQUIN COUNTY STANDARDS AND
<br /> SPECIFICATIONS, AND WILLNOT BE ACCEPTED BY SAN JOAQUIN COUNTY
<br /> 11 . THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF ALL FOR MAINTENANCE PURPOSES . VICINITY MAP
<br /> SURVEY AND CONSTRUCTION STAKES . SURVEY AND CONSTRUCTION STAKES
<br /> THAT ARE LOST OR DESTROYED DUE TO THE CONTRACTOR ' S NEGLIGENCE THE COUNTY DEPARTMENT OF PUBLIC WORKS WILL PERFORM FIELD
<br /> WILL BE RESET BY THE PROJECT SURVEYOR AT THE CONTRACTOR ' S EXPENSE. INSPECTION FOR THIS PROJECT. � z �
<br /> 12 • CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXISTING IMPROVE- 32 , ALL TRAFFIC SIGNS AND MARKINGS SHALL CONFORM TO SAN JOAQUIN UTILITY DISTRICTS SHEET INDEX
<br /> MENTS FROM DAMAGE. COUNTY STANDARDS AND TO THE MANUAL ON UNIFORM TRAFFIC- CONTROL Z
<br /> DEVICES . TELEPHONE : PACIFIC BELL TELEPHONE COMPANY ( 209) 811-4745 1 . COVER SHEET 4 U
<br /> 13 . CONTRACTORS SHALL BE REQUIRED TO COOPERATE WITH THEMSELVES AND NATURAL GAS IS ELECTRICITY: PACIFIC GAS & ELECTRIC ( 209 ) 466-2261
<br /> UTILI-TY COMPANIES INSTALLING NEW STRUCTURES , UTILITIES AND SER- 33 . AT THE TIME OF ACCEPTANCE OF IMPROVEMENTS, THE RESOLUTION IRRIGATION DISTRICT : BANTA CARBONA IRRIGATION DISTRICT ( 209 ) 835-4670 2 . OVERALL SITE AND DRAINAGE PLAN V 04
<br /> VICES TO THE DEVELOPMENT, AND ANY DELAY CAUSED BY SUCH INSTALLA- SHOULD DECLARE LEEWARD WAY AT LEEWARD COURT AND HILLVIEW STREET FIRE DISTRICT : TRACY RURAL FIRE DISTRICT ( 209 ) 835-1883 la
<br /> TION SHALL NOT BE CONSIDERED AS RIGHT-OF-WAY DELAY, AT HILLVIEW COURT AS THROUGH HIGHWAYS . SCHOOL DISTRICT : TRACY JOINT UNION AND JEFFERSON EILEMENTARY SCHOOL DISTRICTS 3 . VALPICO ROAD O U
<br /> rM W
<br /> 14 . ALL UNDERGROUND SERVICES SHALL BE INSTALLED IN CONFORMANCE WITH 34 . CHANGES ON PLANS AND SPECIFICATIONS ( 209 ) 831-5032SANITARY SERVICE: INDIVIDUAL SEPTIC TANKS AND LEACIH FIELDS 4 . VALPICO ROAD �Q�rr V OQ
<br /> SAN JOAQUIN COUNTY DEPARTMENT OF PUBLIC WORKS STANDARDS . DOMESTIC WATER : COUNTY SERVICE AREA NO WITH INTERIM INDIVIDUAL WATERF•� O
<br /> ANY CHANGES TO THE APPROVED IMPROVEMENT PLANS AND WELLS ON EACH LOT. �-4-- 5 . LEF1dARD ?lAY r�
<br /> 15 . GRADES SHOWN ON THIS PLAN DO NOT NECESSARILY REFLECT A BALANCED SPECIFICATIONS MUST BE PREPARED AND CERTIFIED BY THE
<br /> EARTH-WORK CUT AND FILL QUANTITIES . CONTRACTOR SHALL IMPORT OR "CONSULTING ENGINEER" AND SHALL BE SUBMITTED TO THE DIRECTOR STORM DRAINAGE : INDIVIDUAL RETENTION BASINS •r
<br /> EXPORT EARTH MATERIAL AS REQUIRED IN ORDER TO CONSTRUCT THE IM- FOR APPROVAL PRIOR TO IMPLEMENTATION. 6 . LEEWARDWAY
<br /> PRDVEMENTS TO THE GRADES SHOWN AT NO EXTRA COST TO THE OWNER . w
<br /> 36. AT THE TIME OF PREPARATION OF THESE W
<br /> `.�=R 7 . HILLVTE?d STREET
<br /> 35 . Refer to the Project Specifications for information not shown IMPROVEMENT PLANS, A MASTER WATER SERVICE .f
<br /> 16 , ANY FILL PLACED SHALL B} PROPERLY COMPACTED AS REQUIRED BY THEon the plans. Any discrepancies between the plans and PLAN HAD NOT BEEN PREPARED FOR THE PROJECT "/~ `` 8 . LEE[dARD COURT AND HILLVIE14 COURT r� ~
<br /> PLANS AND THESE SPECIFICATIONS . specifications shall be brought to the immediate attention of AREA. WATER MAIN SIZES SHOWN ARE BASED ON r' �_3_8y ~ Z V M x
<br /> - the "Consulting Engineer . " ESTIMATED FUTURE DEVELOPMENT AND ESTIMATED
<br /> A. EARTH FILL TO ESTABLISH PAVED AREA SUBGRADE SHALL BE COM
<br /> SERVICE TO BE PROVIDED, AND THE SOURCE OF 9 . CONSTRUCTION DETAILS I�1
<br /> PACTED TO A MINIMUM RELATIVE COMPACTION OF 90% , EXCEPT
<br /> THAT � '` /�
<br /> THE AREA WITHIN 6" BEL014 SUBGRADE SHALL BE COMPACTED TO A ANY FUTURE WATER SUPPLY IS UNKNOWN.
<br /> THEREFORE, R .
<br /> MINIMUM RELATIVE COMPACTION OF 95% . W . STEGFRIED & ASSOCIATES
<br /> V
<br /> SHALL NOT BE HELD RESPONSIBLE FOR THE >
<br /> OWNERS DEVELOPERS
<br /> ADEQUACY OF THEWATER MAIN SIZING SxOWrI ON ,. � . :.. _ . ....
<br /> B . EARTH FILL TO ESTABLISH FINISHED GRADE OUTSIDE THE PAVED AREAS M4 �-
<br /> THE PLANS . .."•~� rY1�
<br /> AND BUILDING AREAS SHAI41, BE COMPACTED TO A MINIMUM REL. TIVE 'THIS SIGNIFIES THE OWNERS AND DEVELOPERS HAVE REVIEWED THE FINAL �
<br /> COMPACTION OF 80% wl �� ��� 4N� SID/, �� �� f�{ ��' N'T COUNTY APPROVED IMPROVEMENT PLANS AND SPECIFICATIONS FOR BOJOLI ES-
<br /> 'TATES , TRACT NO. 2124 , AND ACKNOWLEDGE THE INFORMATION AND DATA APPROVED : SAN JOAQUIN COUNTY BUREAU OF FIRE; PREVENTION 'ROVED: SAN JOAQUIN COUNTY LOCAL HEALTH DEPARTMENT 0
<br /> C . FILL AND COMPACTION 14ITHIN THE BUILDING AREA SHALL BE IN AC- SHOWN CONFORMS TO THAT WHICH THEY PROPOSED.
<br /> CORDANCE WITH THE BUILDING PLANS AND/OR SPECIFICATIONS . rr
<br /> 'OWNERS/DEVELOPERS : b f
<br /> ALL AREAS TO BE COVERED WITH ASPHALT CONCRETE PAVEMENT SHALL HAVE
<br /> 1W.D.O. INC . PARASS LAND CO. DATE;
<br /> A SUBGRADE COMPACTED TO 95% RELATIVE COMPACTION TO A POINT 6"
<br /> P.O. BOX 134 P.O. BOY 419
<br /> BELOW SUBGRADE . 'TRACY, CA 95578-0134 TRACY, CA 95378 , ,
<br /> APPROVED : TRACY RURAL FIRE DISTRICT
<br /> 17 . CONTRACTOR' S BID SHALL INCLUDE THE COST OF ANY NECESSARY SOILS
<br /> COMPACTION TESTING. [ ; _ zz
<br /> -
<br /> 18 , ASPHALT CONCRETE: : ASPHALT CONCRETE SHALL BE TYPE B AND SHALL CON- DAT911
<br /> FORM TO THE PROVISIONS OF SECTION 39 OF THE CALTRANS STANDARD SPE n.TAL14EALTH
<br /> OWNERS
<br /> CIFICATIONS . THE PENETRATION RANGE OF PAVING ASPHALT SHALL BE ENVIRC�l
<br /> IdII1/SERVICES
<br /> 85--100 , AGGREGATE SHALL BE ONE-HALF ( =2" ) INCH MAXIMUM MEDIUM
<br /> GRADING FOR SURFACING. '
<br /> j� _
<br /> COUNTY OF SAN JOAQUIN DATE
<br /> .
<br /> PRIME COAT SHALL BE A LIQUID ASPHALT GRADE SC-250 4r �, ,:�a� ,ISL RICHARD , HACKETT D. /),ACKSON, SR . _ DEPARTMENT OF PUBLIC WORKS
<br /> APPLIED TO THE ENTIRE PAVED AREA AND THE COST SHALL BE INCLUDHD
<br /> 7WN
<br /> ��
<br /> IN THE UNIT PRICE BID FOR ASPHALT CONCRETE . PRIME COAT SHALL
<br /> BE PLACED IN ACCORDANCE 14ITII THE REQUIREMENTS OF SECTION 39-41 T
<br /> OF THE CALTRANS STANDARD SPECIFICATIONS .
<br /> 1CAROL�G A. HACKETT ATRIfC-IA JOYCE JACKSON APPROVED DATE: 13��� - cHECKE=D eY
<br /> JOB NO.
<br /> 19 . AGGREGATE BASE : AGGREGATE BASE SHALL BE CLASS 2 CONFORMING TO � � � I "rid R.Ci.E. NQ
<br /> THE REQUIREMENTS OF SECTION 26-102B OF THE CALTRANS STANDARD SPE- R. W. SIEGFRIED i ASSOC IATES--•CIVIL ENGINEERS SHEET
<br /> CIFICATIONS . SPREADING AND COMPACTING AGGREGATE BASE SHALL CON- 4045 CORONADO AVENUE STOCKTON, CALIFORNIA DIRECTOR OF PUBLIC WORKS
<br /> FORM TO THE REQUIREMENTS OF SECTION 26-1 . 04 OF TIME CALTRANS STAND- 1
<br /> ` DRAWN pY GNLCKRp •Y JOB NO, DA![
<br /> APPROVED REVISION
<br /> ARD SPECIFICATION.
<br /> ECK
<br /> NDATEti1a
<br /> DN my GREIGN
<br /> NY F.S.f.1. O. RILE N0. OF SHEETS
<br />
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