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<br />GENERAL NOTES ; SPECIAL PROVISIONS:
<br />1 LS. TEX t � SHALL CIM WITH TEE UTILZT'T WWAIRIS AM VMZFT . ALL „ (NEE ALSO I PECIFIGATIO1SI ON SHEET S.) y TSE PMCIITAGE COMPOSITION BY WEIGET W CLASS 4 AGGREGATE SUBBASE SMALL
<br />rwLl-MIt2C# METS Stk a "
<br />A n im. A* IPTILTPY 16CATIOM9. 2T SMALL K ZK. CSNIRJICTb2'L SOLI f/t1!ON9XIIL ! . m COOPBEII TO THE PO.I.OWING GRADING WKIN DETERMINED BY TEST MITROD NO.
<br />M ITS ' WARM W taore6"! ALL UtITPM OTI rn= s0 TSil1T no SAAAGE amn- 2KIT M , 1. TAR M 111E FOR MOING AND LAID! STABIUIZATIM SHALL IMCf,IRIi� I CALTNNNIA 292:
<br />t+ "MN -OATH. AM Tint sTAER` p/ EAL1lE9REA, ro W III CWlsACT. THE � so" IS BERN TN MM16V'INS PM TIE SITE ALL STRIPPED VEGETATION* DMNTS, AND
<br />�.,, ASiR,T2AM0) MT1)M�AEs BPsctstfrllt)TBMt 9tTHD JANNAIY ESNs. x
<br />WITH OTNM 00STEACiS6M AND STILITT COMPANIES 111 MLLING VICE STRUCTWMS# Max"RIONS MATERIAL. SIEVE SIZES PERCENTAGE PASSING
<br />w y *A***$ TO NONE MM. RANCH KABKS AN AS B61RE ON TM PLANS. I TUITIES ANN IRMCN TO TER 1tVUMFA 1'T. lr-
<br />y.• 2. TSR CONTRA Ift SMALL GRADE THE STREET WIDENINGAREATO THE KLEVATIORS SROM* 2-1/2 .............................100
<br />�" sR Tt PLAN BHPK TEI BSlA1F2NOM"OSRtAtN� IN �Nt CITY a. CONTment WALL WE IMFGMstast FOR PeaTECTAIO EEIsTISs DRRSVEENT6 now SS TEX PLANS AM SMALL DOM AND EXPORT LAM MATERIAL AS REQUIRND •T9 No.200 ...........................2-35
<br />> - NMMLRQ tlllRZRrttATIORB* SIOIM T1MW1' DUE'.. MR. MT W UP1.ACin ERIETINN nivisoVM(MM" SHALL Bt INCLUDID IN Thin AtNILVI fINi9HID GRADES SMONN.
<br />WNIT ENTRE an "It ITIS IEQUIRINC low" ARD Isrucimew Of UISTTNU CLASS 4 AGGREGATE SUBBASE SMALL ALSO CONFORM TO THE QUALITY REQUIREMENTS
<br />Ar KYAIN AH 1tMI2T FOR ANT WONT , WiTNNI3,
<br />IMA111112101111 AMR nALRIRH'T OF FILL SW L SE OSSDLVLD An TESTED BY THE WILS SROM IN THE POLLOWIM TABLE:
<br />traTT SIT-OP-RAt FRNM CITY ONS TOM A� TATE PIRQU� ESMMTT "IOU 90 THAT IS CAN CERTIFY TO TRE CONFORMANCE OF THE COMPLETED FILL 1W
<br />r AIM NOTIFY CITY AIM! 00WC! U HOME ]3I OSTOMATE OP
<br />42. 1Ml MVM PAVOINMT I9 ROM OR CUT IN TUI INSTALLATION OF THE NOSE 00VMMS TERN UQVUWMM OF CITY AND COUNTY STANDARD SPSCIFICATIONS. TESTS TMT IMTHOD NO. CALPORK REQUIREMENTS
<br />r1ARTiIa ANT NMQSRMM IN TILE PLANS. IT TRIM SISCIPICATIt1R1. TSX PAVMW SMALL II RMR.ACID, AFTER PUMA r
<br />"CIFILLIMG, WITH PAVOIER2 MATIRIALS ESL 70, OR BETTER TMNX* T!M amn anwipwrs ('SER ALSO SPECIFICATION$ ON SHEET S) Sero Equivalent .................217 20 Min.
<br />)3. IM M 001101 BIW-011`4SAT IS WVSJ1CT TO 178 APPIDIAL AMD ACCIPTANCE OF 111'lMRZALs USED IN THE ORIGIIAAL PAVUW. Reiietance (R -Value)............ 301 SS Min. hf
<br />'AE CETT W S4"n" AND SAM JUMIN COUNTY PUBLIC MOM DEPARTIMINT.
<br />13. PMIENT FOR PATOEM! WELL BE MADE ONLY FOR "Us SEOWM ON TRE PLANS. ULN&LE �CONSTtUCTID TO THE REQUIREMENTS OF SECTION 19 Of TEX WHERE SPECIFIED, CLASS 2 AGGREGATE SUBBASE SMALL CONFORM TO THE RQUIREMENTS
<br />II4 TSR WNTRAOTdM WALL CONTACT WALTER MICNOL9 (944-5279) OF THE CITY Or REPLACMENT OF PAVMIEI7 MICR IS UMIN OR CUT IN THE IM9TALLATIOM*OIO TSTANDARD SPECIFICATIONS. OF SECTION 25 OF THE STANDARD SPECIFICATIONS.
<br />WORE COVERED BY THXSB SPECIFICATIONS, AND WRICM LIES OUTSIDE OF RRAS
<br />SAID A,
<br />A SIOSRTbN F4! A FNMCOIISTRDCTIOM t Ct. SNALL It IMCLUDUT RD IN THE STRCONTRACTOR'S UNIT TRICE FOR PAVRIINMD T, A 2. 1�r EBs (M ALSO SPECIFICATIONS ON SHEET S) WID ERGROIMPROVEMENTS
<br />7t QACRMB9 !MAT GE SMALL ASEEM ND SOLI ACMMM RESPONSIBILITY FOR W ADDITIONAL PAYER= BULL EX MADS FOR SUCH WORK. M RIENT
<br />L SHALL It CLASS 2 CONFORMING TO THE R8QUIRs OF 6"M
<br />J M
<br />COMITIOMS DURING THo COURSE W COMTBHClIaI 01 THIS PWICT, SECTION 24-1.02667 THE CALTRANS STANDARD SPECIFICATIONS. SPREADING AND 1. STORM DRAIN TIPS: ( (TYRE
<br />Unn Of ALL PERSON AND PROPERTY. TMST' TRIS BXQIIIU MT OVAL 14. PRIOR TO OPENING AN EXCAVATION, TRE CONTRACTOR SHALL DITSBxIIR WMt'1'HER COOPWIMG AGGIZUTI BASS SHALL COTOM TO Tint REQUIREMENTS OF SECTION PIPE SHALL CONFORM TO MOTH 6 OF CITY OF STOCKTON STANDARD
<br />T SUAfTIMSIDOELT Ap N0! It LIMITiD TNI 10111M WORKING HOLIES. AHD THAT 211111INDINGROUND INSTALLATION, t.t., SIM. WATM PURL. ELECTRIC LINES, ITC., W1.E4 AM 25-1.05 OF THE CALTRANS STANDARD SPECIFICATIONS. DRAWING NO. 77. CAST-IN-PLACX CONCRETE PIPS WILL NOT BE ALLOWED.
<br />410901641101 BEAU DIs111111D, INDEMNIFY AND OLD TM WA M AND TO MMU v= BE EIIcmiorERID AND, IF s0, How wo wDLRCROUMD IVR aimlIO•s An
<br />NMHiLMSS 1RA1 ANF AMD IA.L LIA9EIiTT, REAL OR ALLEGRO, 1.N IDMILCTIOM WITH LOCATID. WHEN THE EXCAVATION APPROACHES THE APIRDXINATR LQCWIGM W SIGN 3<. S 1 ALL JOINTS FOR JOINTED STORM DRAIN PIPE SHALL BE RUBBER CASKITID JOINTS.
<br />PSE W MEK ON THIS MOJECT, EXClPTIMN 702 LIABILITY ASISTIC AD INSTALLATION, THE EXACT LOCATION SHALL IS 9ETEMLINID BT CARSMI. PR062NS E TO THE
<br />EEOM 90Li HWOLIOWOI Ol THt ON t M T7t ENGINEER. OR RAID DIGGING AMD* WERE IT IS UNCOVIAND, ADEQUATE PMOT6ETION MOM 11 ION RAM 2. SANITARY SEWER PIPE:
<br />PROTIUM FM THE EXISTING INSTALLATION. ALL INON MM OF SISO�MIEI ONE 11") TWCE �W SANITARY SEWER PIPE SHALL BE EXTRA STRENGTH CLAY SEWER PIPE CONFORMING
<br />2XISTMI UTILIT M ABT, !NUMB= AS THEY AIX BELIEVES TO EXIST, TME GO= ARD FACILITIES IN THE ARU ONMCMTOED SMALL M ADVISED OF PROPOS® WORK AT LEAST MNG TO THE REQUIREMENTS OF SECTION 71 OF THE STANDARD SPECIFICATIONS. TRENCH
<br />Tilt !f W MT ACCEPT RMMN$INILITT FOR TWIN ACCVRACT. PRIM TO N HOURS PRIM TO TUB START OF ACTUAL EXCAVATION. CALL U.S.A. EXCAVATION, PIPE LAYING AND BACK FILL SHALL ALSO CONFORM TO THE SAME
<br />00W 11 CZR0 ANP NORM. Tg 61)It1ACTTOR BULL SAVR IAEA UTILITY COMPANY 1-N00-442-2444. 4. ?D I_CiNLNT SPECIFICATIONS.
<br />1` 4R)tMOUT LOCA7t ER TIE FINED 21111111 MAIMS AND SERVICE LU=. IT $HALL It
<br />C FOR SITE IMPROVEMENTS SHALL BE CLASS B CONFORMING
<br />Mrs emnAmm's Oxg I&SPONSINUTTT TO PMTWT ALL EXISTING UTILITM. SO 15. EXCAVATION OF S FEET, M MORE, IN DIM DILL ESQUIRE AN EXCAVATION PERMIT TO THI REWISENMNIS OF SECTION 96 Of THE CALTRAMS STANDARD SPECIFICATIONS. 3. WATER DISTRIRUTION SYSTEK:
<br />TRAM! P( , RESULTS TO TERM DURING, TNS PPI MIAM OF HIB CONTRACT, nM THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL SAFETY. THE Mtsum TMT SI'RMGI'H SHALL $E 2,500 PSI. T DI RI ION SYSTEM WILL BE INSTALLED BY CALIFORNIA WATER SERVICE
<br />40u� PoOr 500-W-2444). CCIipAilI.
<br />16. ON-SITE STORK DRAIN$ AID SANITARY SWAM ARE P2IVATS AMD SHALL BE Sa�r
<br />s t)1 s HN'f(It,L OM A¢tMTION 701 SECTION 1540 (t) (1) Of THE CON9IRUCTION UPITS MAINTAINED BY TEE PSOPERTT 0111011.SMALL BR CLASS 4 AND SHALL CONFORM TO THE: PROVISIONS OP
<br />k t22TLE;� C&tP01WA AEKINIRUTION =2 96STION 1540), ISSUED K ITE SECTION 2s 07 TEM STANDAR SPECIFICATIONS AND !NESE TELMNICAL
<br />SUM AND ■HALTER STANDARDS BOAB6 PM9INNIT TO THE CALITOILMIA 17. THE CONTRACTOR SMALL EXPOSE EXISTING ITOOU DRAINS AND SANITANS SBWiR$ WENN SPECIFICATION$.
<br />e MAIMTT AND HEALTH ACT OF 1973. AS AMEIM, HEIM STATES CaONICTION IS TO BE MADS SO THAT HE CAN VERIFY EXISTING "AWL== ASD
<br />LwAmvs BEFME TIE STMT 07 conTTINGTTON. CLAN 4 AGGISGATE SUBBASE SMALL BE CLEAN AND FREE FROM VEGETABLE NATTER AND
<br />if btMS>/IlNM 0lIIHR DELETERIOUS NSSTANCM
<br />DOWN! with materials equal to or
<br />better H1on the existing pavement
<br />M gatity and thickness,
<br />RIGID CONDUIT
<br />-Existing povemeM�'-'\
<br />- Compact In 12"max. layers
<br />to a m{q. relative compaction
<br />of 95%Under pavement and
<br />shoulders, and 90%
<br />outside shoulders.
<br />Compact In 24"max.layers
<br />to a minimum
<br />relative eompociion
<br />of 85%.
<br />Compact in 6" loyers S
<br />to a minimum
<br />relative compaction
<br />Of 90%.
<br />0_D.
<br />+20 ..
<br />FLEXIBLE CONDUIT
<br />. '20 OPINING ABl MXCA ATIM, NFFORT SHALL u MADE
<br />., tZOEt LZ.. EWER. MlT'ER, PSiL, R,6CEREd 1N. T : 110TEg ,
<br />1;` ±90 NiLL ER loolon=n Am' 11 s6, Is NOM{ALLT PERFORMED By THE =on= UMI PMUD D THS ,► ,
<br />IDeL NATES (CQItZiA{1sd1
<br />EH�tI 9dCM 1AI0lW10fIM THIS PERMITS APPROPRIATE ON-SITE IMTnnnATION,AM ERJSBTIERIT W I. Relative compaction of materials shall be tested by the Stale of CBNfornlo
<br />RI 0000
<br />A. an Ting EROAPAlSDN Spirm m TML 116".
<br />W MICE AN 11116E 1,LATIM, IIS VACT UKATION THOLE TNM PIaN$, If NRCMIAIT. Dept. of Treasporlation Testing Manwl, tett method No. California 216 or 231.
<br />+� IT CA1GIR S P OOO OR IV* D149100l ABS. EDEN IT Is 20. THE EMOIIINIR SMALL SUBMIT AS-SUILT DRWINGS OF THE LI9HTIMG SYSTEM. 2. AN ex{sNyg pavement %hail be neatly cul to line prier to trench eucerllioh.
<br />PMTS SMALL IM 120711)10 "a 'EMIL EXISTING !SIN NOTE GIVES FORMAL HWRCH THAT THE FINK 07 R. W. sIEWHIHf i At70CIATM AR-SUILTS SHALL INCLUDE ALL ITEW LISTED NN 011119. 100. 109. 3. Jelling or pond in8 will be perm{Ibd wMlkl the street Right of Way with 3 year bMA
<br />LMMM OWMs W USOAMM FACUTTIM IN TO ASIA CISMOT, AM WILL NOT, TAMZWOSIBILM FOR ERRORS OR O ISSIO S, IF ALIT, 4. All Winn shown by loll composition and tompactibility, Mnety percent (90%)
<br />tiu l AMUSS OP PNIIMM WOSE AT UWT 48 ROAM PRIM TO ' GRT OCCUR AOI KION i'W1.D GAVE BERM AVOIDED M MMM Ago/OR $1. ALL IMIT LIGHTS SMALL SE PER DAIS. NOs.109,111,112,114, fl 115.
<br />RHM O7 HMCAVAUOS.w OR M111"TEO NAD 2. W. SIEGFRIED A ASSOCIATE MOOS Tilt % compaction may M used, when approved by the Director at Public Wake.
<br />a e' OONTIIAMM STAKING WORK.
<br />' 19. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY
<br />FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT,
<br />INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL
<br />APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS;AND THAT
<br />THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD HARMLESS, THE COUNTY OF
<br />E SAN JOAQUIN, ITS ELECTED OFFICIALS, OFFICERS,EMPLOYEES,AND AGENTS FROM ANY
<br />AND ALL CLAIMS, COSTS OFLITIGATION,OF AMAGES,WHATEVER ANDNAT ATTORNEY'S FEES, FOR
<br />CLAIMED TYPICAL TRENCH SECTION
<br />PERSONAL INJURY OR PROPERTY DAMAGE OF WHATEVER NATURE WHICH ARE CLAIMED TO
<br />HAVE OCCURRED DURING THE TERM OF THIS PROJECT,
<br />vo, ir' DETAIL 3
<br />aa' ao'.
<br />f%// A 5
<br />a
<br />vow
<br />oil
<br />4 W wEdye o>c�dCpA
<br />T e "d"Curb 3a b9radt Note:jrteais f�• 6446 n. ,��y Roadway
<br />yp Easement
<br />Gutter 4r 9idewa/k Compact to 6"be/ow 5ubgr;de All asphalt concrete construction,
<br />ltd. Owy. (Vo. 's Z9' 2J to 99Y. 9e4 five compaction including deep /it't it chosen by r - -- - - -1
<br />Contractor, shell cornu/y with Weakened p/ane R.
<br />A/ttrnate pavernsnt9ection 0.42' A8 ha /t Concrete over ,
<br />=i.i7'Deeo Gift 0. Ci ' A98rep to Bag Over SLCt/On 39 0� the Clty of I ° moo' /dIn t Orr 4 o {-a-+ 'o
<br />99 ,9 Stockton S'tenderd q,,0eiCA0/ca tic, s. D E T A I L 2 �b `✓ o s W h e e l c h a i t Ram p
<br />/L2�'A re afe 5u6 age I arrvewa 1
<br />Sca/t, ,fie /, o" !Rhee/chair Ramp moa k-° Std. 0w No. 3/
<br />TrPICAL CR058 SECTION- ARIP05A `R04,00-z"9y R-Ya/ve=5) 5 SM. ,0wq. Na. 3/ __ , 9'
<br />S ECT I O N A EX/7anSion -- -- - LeXpanOrion
<br />6ca/e: l l0' S ✓o/nt Pro pert Line ✓oinf
<br />Fill behind
<br />#4 Rebar Le driverv�y
<br />/8 "O. C. ea. way
<br />v.
<br />Compact fo 7Reelilllve
<br />s•69rade to ,lt% top and bottom
<br />Ctr�pacfion 5a69radt
<br />S E C T 1 0 NB
<br />6C /e: '/4"- /'-0" 5
<br />REVISIONS
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<br />in
<br />Ae4z /'-0"
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<br />Ae4z /'-0"
<br />R. W. SI EGFRI ED & ASSOCIATES
<br />CONSULTING CIVIL ENGINEERS
<br />4045 CORONADO AVER E, STOCKTON, CALIFORNIA 95204
<br />(209) 94 2 21
<br />JOB No. 6742 Submitted By R.C.E. No. 18, 225 EXP 6-30 90
<br />/4" Lip
<br />I-
<br />5
<br />LE BATA INC.
<br />DETAILS SHEET AND G
<br />DEPARTMENT OF PUBLIC WORKS
<br />CITY OF STOCKTON, CALIFORNIA
<br />SCALE AS SHOWN APPROVED BY: DATE
<br />DESIGNED BY L. M. S . ipIx11 O
<br />DRAWN BY S. R.6 / CD ��++
<br />CHECKED BY L. M .S. IL:� C.J,�dlNtt.
<br />F. B. NO. CITY ENGINEER
<br />RECORD DWG. BY STOCKTON, CALIF.
<br />SHEET NO.
<br />5
<br />F10 SHEET
<br />JOB NO.
<br />-4092,
<br />
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