|
C
<br />4
<br />Y
<br />REMAINDER Of' 6AGKFI41
<br />OHALL FSE IN ACCORDANCE
<br />WITH fAN JOAQIlJN 60.
<br />007AN0AR0 A-7
<br />3" A.6.
<br />8"A.S.
<br />BACKFILL DETA/L
<br />Nr9
<br />PERMISSION TO CONSI"uCT GRANTED
<br />ANDY CHRISTENSEN , SECRETARY, W.I.D.
<br />WOODBRIDGE i W W i i W I ROAD
<br />EX15T. CONC. FIE"fid WALL
<br />�W t��W tNvi
<br />I� I I II
<br />GLEAN 0ANO 6AGKFILL.
<br />PLACE IN 6" 41FT9.
<br />GOMPAGT TO 907- OF
<br />MAXIMUM RELATIVE
<br />GOMP,4GTION.
<br />F cl
<br />`�
<br />E G T/OIV %A -B "
<br />CONTRACTOR C -HALL VERIFY --
<br />INTE6eITY OF EXM9TIN6 GI/LVERT
<br />ANO REMOVE �i -'T/01/5 OP M11T.
<br />,IMVEIZT WH1GH ADZE GORIPOOED,
<br />DAMA6E0, A0 D/REGTED gY 9AN
<br />JOA421/11V COUNTY. OAN JDA211IN
<br />60. INyPEGTOR iPHAL L 11v0Fe-7'
<br />EX10711V6 PIPE ANO IZEBAR
<br />$ # ¢ EA PL AGEMENT PRIOR TO 1011RIN6
<br />6 TOTAL 06TWEEN 60111G1'rETE.
<br />PIPE9
<br />IZ" LAP-
<br />TYPIGAL
<br />L1 Ili
<br />T-7N6;rAZZ CZA56I )ZFX/BZF DfZlNEA70R l5'O.C. (7VP.)0
<br />CO RdGATED STEEL PIPE
<br />" CORRUGAT/ONS . PIPE
<br />GALVAN/ZELD AND W/%f/ INTERIOR
<br />Z 517-LIMI1VO415 COATING,
<br />MIN.
<br />24"
<br />PAVING BY
<br />OTHERS
<br />PAVE WITH
<br />.3"4,6'. ovER
<br />8" A. 8. OVER
<br />COMPACTED-WB6RADE
<br />95/• PIN. R. C, )
<br />3 - # ¢ TiEp I/ # 4
<br />G� /B" O.G.
<br />6
<br />REMOVE ENO OF
<br />Vlf rIN6 PIPE
<br />I_ --VERT/CAL ¢
<br />ISE YON0 I
<br />I"`nt I r � III I
<br />NEW 46 " CMP EX/9T. 48" GMP
<br />5EGrl0Af 'C -c'
<br />SCALE 4 =Z
<br />APPROVED=
<br />SAN JOAQUIN yCOUNTY DEPARTMENT OF PUBLIC WORKS
<br />�CLYYI. 1_.41�(J>�ATE lD�y,��.? � ADD YRAFF/C MARXFR DFZINFAY0R5 8-!9-91 B#`A
<br />HENRY M. ATA, DIRECTOR OF PUBLIC WORKS® PLAN CN6GK REY/S/DNS .9-/9-7/ 4</L
<br />6979
<br />See JOeCtio/7 V -V for
<br />6tructur;I1 DetailiIV
<br />#4 Ca /2"O, C. -EW.
<br />#4 @ IZ "0. C. W/ ST'ANDARD Na6w (7YP)
<br />7_#.S Rara
<br />z -•*4- Above
<br />B e low Pipe 5
<br />xt 4 Oawe
<br />3"Clr.
<br />-*4- @ Ie"0. C. - E.W.
<br />iZ•�5
<br />4 Can /.
<br />@ 1z "0. C.
<br />SECT/0�!
<br />a/w
<br />EV 41. o
<br />COMPACT QLL F/LL
<br />ro 9s% A, c,
<br />Provide Bane Breaker
<br />Seal Join /9 of/er curItj
<br />wiIli E/as/omeric sea/a�/
<br />M.
<br />SCALE.' /"=
<br />L/P �
<br />3B, 58
<br />b 6 y L K A L " u 1 L J
<br />1. CONTRACTOR AGREES THAT HE SHALL ASSUME. SOLE AND COMPLETE RESPONSIBILITY FOR JOBSITE
<br />CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL
<br />PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED
<br />TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE
<br />OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN
<br />CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING
<br />FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER.
<br />2. EARTHWORK:
<br />THE CONTRACTOR SHALL EXCAVATE, FILL AND GRADE THE PROJECT SITE IN ORDER THAT SITE
<br />IMPROVF4ENTS CAN BE CONSTRUCTED TO TiHE GRADES AND SLOPES SHOWN ON THESE PLANS. ALTHOUGH
<br />AN ATTEMPT HAS BEEN MADE TO BALANCE EARTH CUT AND FILL QUANTITIES, DUE. TO THE
<br />APPROXIMATIONS OF EXISTING GRADES AND OTHER CONDITIONS NOT PRECISELY KNOWN, THF ENGINEER
<br />DOES NOT GUARANTEE THAT SUCH CUT AND FILL QUANTITIES WILL BALANCE.. AS EARTHWORK
<br />OPERATIONS PROGRESS, MINOR ADJUSTMENTS IN GRADES MAY BE MADE IN ORDER TO BRING THE CUT
<br />AND FILL QUANTITIES MORE IN BALANCE, BUT SUCH CHANGES CAN ONLY BE MADE AFTER APPROVAL OF
<br />THE OWNER AND ENGINEER. THE COST OF SUCH ADJUSTMENTS SHALL BF. PAID BY THE CONTRACTOR AND
<br />NO EXTRA PAYMENT WILL BE ALLOWED. ANY SURPLUS EARTH MATERIAL SHALL BE DISPOSED OF OFF
<br />THE SITE AT THE CONTRACTOR'S EXPENSE. ANY ADDITIONAL EARTH MATERIAL NEEDED TO COMPLETE.
<br />THE ON-SITE. GRADING SHALL BE PROVIDED AND PAID FOR BY THE CON'T'RACTOR.
<br />THE GRADING CONTRACTOR SHALL BE RESPONSIBLE FOR SPREADING, COMPACTING AND GRADING IN
<br />VARIOUS AREAS OF THE SITE SURPLUS EARTH MATERIAL EXCAVATED FROM BUILDING FOUNDATIONS AND
<br />ALL UTILITY TRENCHES. AFTER ALL GRADING AND FILLING IS COMPLETED, ANY EXCESS OF SAID
<br />SURPLUS MATERIAL SHALL BE DEPOSITED OFF THE SITE. AT THE CONTRACTOR'S EXPENSE. �
<br />ANY FILL PLACED SHALL BE PROPERLY COMPACTED AS REQUIRED BY THE PLANS AND THESE 7
<br />SPECIFICATIONS:
<br />a. EARTH FILL TO ESTABLISH PAVED AREA SUBGRADE SHALL BE COMPACTED TO A MINIMUM RELATIVE
<br />COMPACTION OF 952. L
<br />3. EXISTING. UNDERGROUND UTILITIES:
<br />THE EXISTING UNDERGROUND UTILITIES SHOWN WERE PLOTTED FROM EXISTING AVAILABLE RECORDS ¢
<br />0
<br />OBTAINED FROM THE UTILITY COMPANIES. NEITHER THE OWNER NOR THE ENGINEER SHALT. BE
<br />RESPONSIBLE FOR THE ACCURACY OF SUCH RECORDS AND DO NOT GUARANTEE THAT ALL UNDERGROUND
<br />FACILITIES ARE LOCATED PRECISELY AS SHOWN. PRIOR TO BEGINNING CONSTRUCTION, IT SHALL BE
<br />THE CONTRACTOR'S RESPONSIBILITY TO ASCERTAIN WITH ALL UTILITY COMPANIES THE FIELD
<br />LOCATION OF THEIR UNDERGROUND FACILITIES. IF THE ACTUAL FIELD LOCATION OF AN UNDERGROUND
<br />UTILITY LINE SIGNIFICANTLY DIFFERS FROM THE LOCATION SHOWN ON THE PLANS, THE CONTRACTOR
<br />SHALL IMMEDIATELY NOTIFY THE ENGINEER.
<br />PRIOR TO OPENING AN EXCAVATION, THE CONTRACTOR SHALL DETERMINE WHETHER UNDERGROUND U
<br />INSTALLATION, I.E., SEWER, WATER, FUEL, ELECTRIC LINES, ETC., WILL BF. ENCOUNTERED AND, IF
<br />SO, WHERE. SUCH UNDERGROUND INSTALLATIONS ARE LOCATED. WHEN THE EXCAVATION APPROACHES THE
<br />INED BY
<br />CAREFUL APPROXIMATE AINSTALLATION,
<br />HSHALLE EXACT LOCATION
<br />ROBINGOR HAND DIGGING AND, WHENITISUNCOVERED, ADEQUATEPROTECTIONRSHALL BE
<br />PROVIDED FOR THE EXISTING INSTALLATION. ALL KNOWN OWNERS OF UNDERGROUND FACILITIES IN
<br />THE AREA CONCERNED SHALL. BE ADVISED OF PROPOSED WORK AT LEAST 48 HOURS PRIOR TO THE START
<br />OF ACTUAL EXCAVATION.
<br />4. EXCAVATION PERMIT:
<br />THE CONTRACTOR SHALL. OBTAIN THE NECESSARY EXCAVATION PERMITS) FROM THE STATE OF CALIF.
<br />DEPARTMENT OF INDUSTRIAL SAFETY FOR EXCAVATIONS OF FIVE (5') FEET OR MORE IN DEPTH.
<br />5. AN EXISTING PRIVATE AND PUBLIC IMPROVF.MRNTS THAT ARE REMOVED OR DAMAGED BY THE
<br />CONTRACTOR'S OPERATIONS SHALL BE RESTORED TO ORIGINAL CONDITION OR BETTER BY THE
<br />CONTRACTOR. THE COST OF SUCH WORK SHALL BE INCLUDED IN THE COST OF VARIOUS ITEMS OF
<br />CONSTRUCTION AND NO EXTRA PAYMENT WILL BE MADE BY THE OWNER.
<br />6. ALL WORK SHALL BE. PERFORMED IN ACCORDANCE WITH THE CURRENT EDITION OF THE SAN JOAQUIN
<br />".
<br />COUNTY DESIGN STANDARDS AND STANDARD PLANS.
<br />7-Zt!/
<br />,
<br />< i
<br />03
<br />"WINDWOOD" SUBDIVISION UNIT NO. I JOB N0. 8888 SHEET IGD OF 15
<br />May '9/ A55'hawn WOODBRIDGE IRRIGATION DISTRICT
<br />e.5.c. CULVERT EXTENSION a ONE
<br />A.� L HEADWALL RECONSTRUCTION
<br />A. ✓. � . G-4229
<br />G-876
<br />SECTION 'a -,D�
<br />9ca/e: l"=2'
<br />7.
<br />PIPING
<br />SHALL BE TESTED FOR LEAKAGE IN ACCORDANCE
<br />WITH
<br />THE STANDARD SPECIFICATIONS SECTION 66 - 3.07.
<br />B. CONCRETE
<br />A.
<br />GENERAL - ALL CONCRETE WORK SHALL BE PERFORMED IN
<br />ACCORDANCE WITH ACI AND UBC CODES.
<br />B.
<br />CONCRETE STRENGTH -UNLESS OTHERWISE NOTED ON THE PLANS,
<br />CONCRETE SHALL OBTAIN A MINIMUM OF DESIGN STRENGTH OF
<br />3,000
<br />PSI.
<br />1)
<br />CEMENT -5.5 SACKS MINIMUM PER YARD.
<br />2)
<br />WATER - MAXIMUM 7^GALS, PER SACK OF CEMENT,
<br />3)
<br />AGGREGATE - MAXIMUM SIZE -3/4"1
<br />4)
<br />SLUMP 4" MAXIMUM.
<br />S)
<br />CURING + KEEP WET MINIMUM OF 7 DAYS, OR APPLY
<br />MEMBRANE'CURING COMPOUND APPROVED BY THE ENGINEER.
<br />6)
<br />VIBRATION - ALL CONCRETE SHALL BE VIBRATED INTO
<br />PLACE WITH A MECHANICAL VIBRATOR.
<br />7)
<br />FORM �jR MOVAL - SIDE FORMS OF FOUNDATIONS AND SLABS,
<br />MINIMUM OF, 2 DAYS.
<br />8)
<br />TESTING - IN ACCORDANCE WITH ACI -301-72, CHAPTER 16.
<br />C.
<br />REINFORCING;
<br />MATERIALS s
<br />1)
<br />DEFORMED BARS - ASTM A615, GR. 60.
<br />2)
<br />ELECTRIC WELDED WIRE FABRIC (WWF) ASTM A-185.
<br />D.
<br />INSPECTION:
<br />1)
<br />CONCRETE NOTED ON THE PLANS AS 3,000 PSI CONCRETE
<br />SHALL HAVE SPECIAL INSPECTION PER UBC SECTION 306.
<br />a/w
<br />EV 41. o
<br />COMPACT QLL F/LL
<br />ro 9s% A, c,
<br />Provide Bane Breaker
<br />Seal Join /9 of/er curItj
<br />wiIli E/as/omeric sea/a�/
<br />M.
<br />SCALE.' /"=
<br />L/P �
<br />3B, 58
<br />b 6 y L K A L " u 1 L J
<br />1. CONTRACTOR AGREES THAT HE SHALL ASSUME. SOLE AND COMPLETE RESPONSIBILITY FOR JOBSITE
<br />CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL
<br />PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED
<br />TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE
<br />OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN
<br />CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING
<br />FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER.
<br />2. EARTHWORK:
<br />THE CONTRACTOR SHALL EXCAVATE, FILL AND GRADE THE PROJECT SITE IN ORDER THAT SITE
<br />IMPROVF4ENTS CAN BE CONSTRUCTED TO TiHE GRADES AND SLOPES SHOWN ON THESE PLANS. ALTHOUGH
<br />AN ATTEMPT HAS BEEN MADE TO BALANCE EARTH CUT AND FILL QUANTITIES, DUE. TO THE
<br />APPROXIMATIONS OF EXISTING GRADES AND OTHER CONDITIONS NOT PRECISELY KNOWN, THF ENGINEER
<br />DOES NOT GUARANTEE THAT SUCH CUT AND FILL QUANTITIES WILL BALANCE.. AS EARTHWORK
<br />OPERATIONS PROGRESS, MINOR ADJUSTMENTS IN GRADES MAY BE MADE IN ORDER TO BRING THE CUT
<br />AND FILL QUANTITIES MORE IN BALANCE, BUT SUCH CHANGES CAN ONLY BE MADE AFTER APPROVAL OF
<br />THE OWNER AND ENGINEER. THE COST OF SUCH ADJUSTMENTS SHALL BF. PAID BY THE CONTRACTOR AND
<br />NO EXTRA PAYMENT WILL BE ALLOWED. ANY SURPLUS EARTH MATERIAL SHALL BE DISPOSED OF OFF
<br />THE SITE AT THE CONTRACTOR'S EXPENSE. ANY ADDITIONAL EARTH MATERIAL NEEDED TO COMPLETE.
<br />THE ON-SITE. GRADING SHALL BE PROVIDED AND PAID FOR BY THE CON'T'RACTOR.
<br />THE GRADING CONTRACTOR SHALL BE RESPONSIBLE FOR SPREADING, COMPACTING AND GRADING IN
<br />VARIOUS AREAS OF THE SITE SURPLUS EARTH MATERIAL EXCAVATED FROM BUILDING FOUNDATIONS AND
<br />ALL UTILITY TRENCHES. AFTER ALL GRADING AND FILLING IS COMPLETED, ANY EXCESS OF SAID
<br />SURPLUS MATERIAL SHALL BE DEPOSITED OFF THE SITE. AT THE CONTRACTOR'S EXPENSE. �
<br />ANY FILL PLACED SHALL BE PROPERLY COMPACTED AS REQUIRED BY THE PLANS AND THESE 7
<br />SPECIFICATIONS:
<br />a. EARTH FILL TO ESTABLISH PAVED AREA SUBGRADE SHALL BE COMPACTED TO A MINIMUM RELATIVE
<br />COMPACTION OF 952. L
<br />3. EXISTING. UNDERGROUND UTILITIES:
<br />THE EXISTING UNDERGROUND UTILITIES SHOWN WERE PLOTTED FROM EXISTING AVAILABLE RECORDS ¢
<br />0
<br />OBTAINED FROM THE UTILITY COMPANIES. NEITHER THE OWNER NOR THE ENGINEER SHALT. BE
<br />RESPONSIBLE FOR THE ACCURACY OF SUCH RECORDS AND DO NOT GUARANTEE THAT ALL UNDERGROUND
<br />FACILITIES ARE LOCATED PRECISELY AS SHOWN. PRIOR TO BEGINNING CONSTRUCTION, IT SHALL BE
<br />THE CONTRACTOR'S RESPONSIBILITY TO ASCERTAIN WITH ALL UTILITY COMPANIES THE FIELD
<br />LOCATION OF THEIR UNDERGROUND FACILITIES. IF THE ACTUAL FIELD LOCATION OF AN UNDERGROUND
<br />UTILITY LINE SIGNIFICANTLY DIFFERS FROM THE LOCATION SHOWN ON THE PLANS, THE CONTRACTOR
<br />SHALL IMMEDIATELY NOTIFY THE ENGINEER.
<br />PRIOR TO OPENING AN EXCAVATION, THE CONTRACTOR SHALL DETERMINE WHETHER UNDERGROUND U
<br />INSTALLATION, I.E., SEWER, WATER, FUEL, ELECTRIC LINES, ETC., WILL BF. ENCOUNTERED AND, IF
<br />SO, WHERE. SUCH UNDERGROUND INSTALLATIONS ARE LOCATED. WHEN THE EXCAVATION APPROACHES THE
<br />INED BY
<br />CAREFUL APPROXIMATE AINSTALLATION,
<br />HSHALLE EXACT LOCATION
<br />ROBINGOR HAND DIGGING AND, WHENITISUNCOVERED, ADEQUATEPROTECTIONRSHALL BE
<br />PROVIDED FOR THE EXISTING INSTALLATION. ALL KNOWN OWNERS OF UNDERGROUND FACILITIES IN
<br />THE AREA CONCERNED SHALL. BE ADVISED OF PROPOSED WORK AT LEAST 48 HOURS PRIOR TO THE START
<br />OF ACTUAL EXCAVATION.
<br />4. EXCAVATION PERMIT:
<br />THE CONTRACTOR SHALL. OBTAIN THE NECESSARY EXCAVATION PERMITS) FROM THE STATE OF CALIF.
<br />DEPARTMENT OF INDUSTRIAL SAFETY FOR EXCAVATIONS OF FIVE (5') FEET OR MORE IN DEPTH.
<br />5. AN EXISTING PRIVATE AND PUBLIC IMPROVF.MRNTS THAT ARE REMOVED OR DAMAGED BY THE
<br />CONTRACTOR'S OPERATIONS SHALL BE RESTORED TO ORIGINAL CONDITION OR BETTER BY THE
<br />CONTRACTOR. THE COST OF SUCH WORK SHALL BE INCLUDED IN THE COST OF VARIOUS ITEMS OF
<br />CONSTRUCTION AND NO EXTRA PAYMENT WILL BE MADE BY THE OWNER.
<br />6. ALL WORK SHALL BE. PERFORMED IN ACCORDANCE WITH THE CURRENT EDITION OF THE SAN JOAQUIN
<br />".
<br />COUNTY DESIGN STANDARDS AND STANDARD PLANS.
<br />7-Zt!/
<br />,
<br />< i
<br />03
<br />"WINDWOOD" SUBDIVISION UNIT NO. I JOB N0. 8888 SHEET IGD OF 15
<br />May '9/ A55'hawn WOODBRIDGE IRRIGATION DISTRICT
<br />e.5.c. CULVERT EXTENSION a ONE
<br />A.� L HEADWALL RECONSTRUCTION
<br />A. ✓. � . G-4229
<br />G-876
<br />
|