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<br />CONSTRUCTION QUANTITIES GENERAL
<br />4502 co It /it A' 71 /00 V V,
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<br />STREET SYSTEM All work shall conform jo these plans and any special provisions for this project.
<br />P u b I i c,,--_ �r -ate 2. Refer to the final map of this subdivi5ion for all centerline and property line data,
<br />0— _ 1 Contractor shall receivi an approved set of plans prior to beginnfng construction.
<br />Lot Grading Lump Sum 4. Baumbach & Piazza (Engipeer) shall set all survey controls and construction stakes
<br />Site Clearing & Pavement Removal---.-- Lump Sum u ill p S u til
<br />WIF necessary for com letiop of work, The Contractor shall be responsible for the preserva,7
<br />Abandon Wells . . . . . . . ............... 3 Each P
<br />i Roadway Excavation — ---------- . ........ . ..... 631 C.Y; 4,6?_0 C.Y. I tion of all survey and construction stakes. Survey and construction stakes that are
<br />Compact original Ground 10, Il 2 S.F. '7, lost or destroyed due to Contractor's negligence will be set by the Engineer at the
<br />3100 S.F.
<br />D G E! ConcreK Subgrade Compaction 4,634 S. F, 1?,000 S.F. 1 Contractor's expense.
<br />c tq ;r F? )e G L Aggregate Base - Cl o (0. 50' ------ 10,112 S.F� j5. The Contractor shall take precautionary measures to protect existing underground
<br />C L. LJ CB Aggregate Base - Cl. 11 (0 33') ------- 73A80 S.F. utilitibs, The Contrattor shall do no excavation until all utility agencies have been
<br />1 gfien the opportunity to mark their facilities in the field.
<br />Asphalt Concrete - Type B 0.17 10,874 S.F. 6 0 S.F.
<br />10 i4_3�_A FALkj_4_51 J1_.,__ '33ro SJ. House services, fire hydrant laterals, and street light conduit shall be Installed prior
<br />Vertical Curb _�j_s _L a] to curb and gutter construction. All underground utilities within the street area,
<br />Vertical Curb Gutter & SidewalK__ 598 L.F.
<br />including gas and telephone lines, shall be installed prior to paving.
<br />Beveled Curb & Gutter . . ...... . 3,9 3 7 L. F.
<br />Commercial Type Curb & Gutter—____ 64 L.F. X All manholes to be set flush with finish grade unless otherwise indicated.
<br />Commercial Type Driveway 288 S.F. K All water lines shall have a minimum cover of 30".
<br />Survey Monument - Type S 6 Each 9. All existinv irrigatioq lines within the right of way shall be removed.
<br />17
<br />0 e a d E n d B a r r i c a d e I Each 10. dater used in any phase of construction, such as'backfill compaction, dust control, testing
<br />Ila Street Sign Post Each 5 Each or other work herein required, shall be included in the unit price or lump sum bid for the
<br />Well Site (includes Well, Pump, controls, respective item of construction.
<br />Bldg. I sitework Lump Sum IT.' Contractor agrees that he shall assume sole and complete responsibility for job site
<br />conditions during the course of construction of this project, including safety for all
<br />19 Bomanite & Concrete . ...... 0 S.F, persons and property; that this requirement shall apply continuously and not be limited
<br />RMI: NO, V �;il ;�:
<br />to normal working hours and that Contractor shall defend, indemnify and hold the OwnerlCount
<br />V, I co PVC Co rid u it 4dLan,_ ............. -------- Lump Sum
<br />�k and the Engineer harmless from any and all liability, real or alleged, in connectAn
<br />q, Temporary Road 8, Emsr9#,,n,,;y Nr'nar,ouncL_,__ Lump Sum with the performance of work on this project, excepting for liability arising from the
<br />V
<br />. i sole negligence of the Owner or the Engineer.
<br />0 1-11" 15
<br />aVea',,d"3n'e",3 0 The Contractor may use machinery capable of extruding concrete on compacted subgrade to
<br />A STOP DRA
<br />20 Place cubandauttermonoli thically
<br />1 ow AN10" Storm Drain '342 L. F. 220 L.F� 13. Contractor sha give Engi neera mi Amum of 48 hours noti fi cation prior to st kl'r
<br />J util iti
<br />12" Storm Drain 3 94 L. F. i
<br />AMPURTMAMA-Ur ed by tf
<br />gutter Contractor with a "W" stamped on
<br />15" Storm Drain ...... 869 L.F. 120 L. F. 14. 1 e,
<br />21" Storm Drain 52 L.F. the top of curb. Location of water markings shall be vehified in the field by the Engineer,!
<br />N11 15. All work will be required to be inspected by the Engineer and the Department of Public
<br />Works. They shall be notified not less than 24 hours in advance of connencement of work.
<br />Ile
<br />16. Fire Hydrant bid shall include the following: Tee, 6" Lateral, 6" Valve and complete
<br />Ax36" Storm Drain 13 72 L. F. fire hydrant assembly.
<br />14 Each
<br />CTr) Storm Drain Manhole 17. Lot grading shall be completed before starting any underground construction. Refer to
<br />Side Inlet Catch Basin IZ Each
<br />22 0 13 attached grading plan.
<br />X Drop Inlet Catch Basin 2 Each 4, Each 18, Separation of water and sewer mains (including crossings) and sewer laterals crossing over
<br />water mains shall meet or exceed the latest standards of the State of California Depart -
<br />23 SANITARY SEWER SYSTEM ment of Health Services,
<br />------- ____ ---- - -- 19. Contractor shall be responsi bl e for notifying and co-ordinating all work with any agency,
<br />It 16 An 6" Sanitary Sewer . . . . ........... 2, 0 28 L. F. requiring removal or relocation of utilities, such as Pacific Bell, P. G. & E., etc.
<br />20, Prior to performing any work in Woodbridge Road, the Contractor shall obtain an Encroach,
<br />8" Sanitary Sewer an L.F. ment Permit from the San Joaquin County Department of Public Works.
<br />Sanitary Sewer Manhole 11 Each
<br />%P 21. All off-site water lines shall be pressure tested, disinfected, flushed and tested for
<br />Sanitary Service 49 Each, bacteria i nconformance wi th theSan Joaqui n County Heal th Code Requirements prior to
<br />2%
<br />10 � 'A conne
<br />P. 44 1�1� cting to existing water line.
<br />-Ay 22., Contractor shall notify Mokelumne Acres Maintenance District forapproval prior to
<br />WATER SYSTEM
<br />connecting water line to existing water main.
<br />Y
<br />-site storm drains shall be cleaned prior to final acceptance.
<br />cot 20. All off
<br />It 6" Water 405 L.F.
<br />1,273 L.F. 24. Installation of all sanitary sewer, Improvements shall conform to the standards of the
<br />----------- W 8" Water
<br />668 L.F. Woodbridge Sanitary District. All such workis subject to inspection by the District
<br />10" Water
<br />6 " V a I v e 2 Each Engineer. The Contractor shall notify District Engineer 48 hours p rior to the comm,encq-
<br />4 E a c b� ment of any work yn the sa.nit - ary system,
<br />8" Valve 3 Ead
<br />10" Valve
<br />Fire Hydrant Assembly (includes Tee, 6"
<br />5GE SHEEl' 2 FOR KEY SHEEr 00, Z
<br />THK AREA 50UTH OF MATCH LINE AND Z Valve, 6" Lateral & Rich Ranger #960)__ 6 Each
<br />-LUMNE 5TREET T, 3orvice 2 Evy)
<br />NORTH, OF MOKE 3
<br />6EE SNE&T 6 FOR 5TREET IMPROMMtWr CT,,�
<br />:3� PaV,16,1?7e17,� 50 Each
<br />__ZjCnn0VV A"Ift Toyeale Water Service.
<br />E.x�st tobe abandonad
<br />S TE."o,re
<br />There are many well's in this area, rf a
<br />ImpmPerY abandoned woHs are encountere�3 '1�fhey /001
<br />hOl be resbandoned Ar San JoeqWn CoMy
<br />........ . .. ... ......... - -------- . .... ... .... . . .. ... . ..... . ....... ......
<br />No. 186?
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<br />14 ......... ..... ... ... .. ........
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<br />6�0�6?6 of /0� 0 eo 0, �5,
<br />9 Va lue 'I ve / 11611 7�
<br />A
<br />''Well Site 0 17 0
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<br />con
<br />X CPO oexme", W
<br />0 7 C3
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<br />- - -------- ------- 7_ 961 to At a Eon c re fe, J Aq 0/ 95b 7
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<br />541byrylcle (�;OltlprlcfloO 9�d% R.r,� 0119,17(21' 01-'OU14
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<br />MO K E L U MN E It E: ET T
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<br />M OKELUMNE STREET
<br />40
<br />- ------- -- -- - -- - ----- - ... . .......
<br />00 - - - - ---- - --------
<br />Owl A FP
<br />a5l r A 5' /6. 6'
<br />W" Value */R'� C07
<br />R� PROP Test
<br />LQCAI� See SOO Re"O by RMVV"
<br />7A�
<br />0� LEGE 0 AP PROVED 0 Y
<br />- -- ------ ---
<br />A r 7
<br />7
<br />S.I.C.B.4 Side Inlet Catch, Basin
<br />"TAN
<br />A " —, __ -"-- I I I I I q
<br />t', 'L. P. Low Point my oil, J
<br />H. P. _--fligh Point -- d c; v a e cl 7yc 6 C, (i
<br />tn,� - 0, 17'
<br />A %A"K Top of Curb 0, 0 7',, 92 Y, A, C., Cor, Cre 16 -j /1 13 C ff- 0,4 57q, 7y'
<br />T.C.
<br />Stoym Drain Line Indicating DIVection of Fjqw, 4-5(o 49`AQ6�1� �OCAL HEALTH D1ST;Qjj_ OAQ
<br />S�D� 5U&Ilweve, compuctiol') C; onj1h7ell OMVVA,�
<br />S nitary Sewer Line Indicating Direction of Flow,
<br />S.S.
<br />woo W Water Line
<br />F. H. N re�Hyyrant WARDN'__' C Y P F? E S S F? U At 7% & Is E B El L. EE F? 1) N
<br />A, T "L-7
<br />fflowoff 14��el PO4 71
<br />;1) 1 ive vr� 4, 0 0, A raq'd— 0.43; P,-OVICIew'— a, 70
<br />30 ,
<br />. ............. .. .. . - - ----- --- . .. ... . .... .........
<br />%t i c i to i iny 44 1% FP
<br />T KOMI E' PTA DAM,
<br />I if 113
<br />4e
<br />SERVICES
<br />Potum per U.S.G.S. Ce — ------
<br />Street h4ntenWl
<br />BenchmorK tcw, comor Home oviner's Assviaflo� T
<br />G1 EIRA000 I G
<br />Loco&on Street Light. $AN TAR �01STRICT DATED
<br />of M050nkc Buildinc) �n the, town & _ZZ
<br />Woodbridgb Sanitary District-.'
<br />S e w a 9 e A
<br />Wrm �sw
<br />pw
<br />"Y'
<br />----�Pacific Bell ------
<br />Woodbndqe, �51evoi'mn� 4(#,40 Natural Gas & Electric_,.,____P. 6, & E.
<br />To I ep hone X T _Z-,_' __�'_'_Z
<br />Television' Cahle ......... ...Ladii Ca,Qle T.Y. P I C 4j
<br />L Je 7 7'yl-7 e 0 0
<br />Water-_____ pbkelumne Acres MaInQance D1 Strict, weled Type, (;66 03
<br />Storm
<br />cpa /,P, te
<br />0, �� 7"— 9?. 43,
<br />y1l,
<br />F? I V1 E Ft it C 0 U R T SPYGLASS COURI PEBBLE COURT
<br />7-77707 7 11A ne 1 -?o,4 0
<br />ed
<br />7, 4 6, re� 47 W 0. .49., olw Plel
<br />NO, �QATe FREVISIO14S BY DESIGN DRAWN BY APPROVED SHEET OF
<br />10
<br />4 WOOD EBIR IDGE CGREENS
<br />"i'7
<br />�11�! ---- - - __ --- BAUMBACW & 1'�PIAZZA
<br />lot JOB
<br />N IT tic) I
<br />40, 0 4
<br />CIVI L. 1001111MRS S k;rl V M T V 11
<br />E oil
<br />A P
<br />FILE
<br />7 y I h,
<br />323 W FLM ST LODI,;' CALI�, 9,5240
<br />IMPROVE6401111 NM
<br />SAN JOAQUIN OUNTY 01YECTCOR F PUBL)C 'WORKS
<br />R, C. E DATE
<br />5011
<br />PRINTED ON NEPO NO 10064 CLEARPRINT L
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