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<br />Q LOCATION Of °R a VALdt PESTS ccct
<br />9-1 R = 29 GENERAL NOTES
<br />R -Z R = 2/
<br />\ For use of "the Department of Public Works only
<br />1. All work shall conform to these plans and any special provisions for 17. Contractor shall be responsible for notifying and co -coordinate all
<br />R 3 R = 2Z CONSTRUCTION QUANTITIES
<br />this project, work with any agency requiring removal or relocation of utilities,
<br />2. Refer to the final map of this subdivision for all center line and such as F'scific Bell, P. G. t E., etc.
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<br />STREET SYSTEM property Y line data. 18. All off->ite water lines shall be pressure tested, disinfected,
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<br />6' 3. The street light system shall be installed by Pacific Gas & Electric flushed and tested for bacteria in conformance with the San Joaquin
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<br />Lot Grading Lump Sum
<br />iJ a(.C• I Chain Link Fence 6 L, F. Company. County Health Code Requirements prior to connecting to existing water
<br />v / 361Sp Site Clearing Lump Sum 4. Contractor shall receive an approved set of plans and specifications line.
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<br />Roadway Excavation 9,330 C. Y. prior to beginning 19. All off-site storm drains shall be cleaned prior to final acceptance.
<br />0.80' Compact Original Ground 116,91910 S.F. 9 5, Baumbach & Piazza ishall set all survey controls and 20. Contractor shall visit site prior to bidding. Specifications are a
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<br />Concrete Subgrade Compaction 48,170 S.F. construction stakes necessary for completion of work. The Contractor separate document.
<br />Vj I Aggregate Base, Cl . 11 (1.00) 17,810 S.F. shall be responsible for the preservation of all survey and 21. New traffic striping and the restoration of any damaged existing
<br />I.00' compact original Ground 28,360 S.F. construction stakes. Survey and construction stakes that are lost or painted legends or signs is the responsibility of the Contractor and
<br />�� =I Aggregate Base, Cl . I I (0.80) 70,005 S•F• destroyed due to Contractor's negligence will be set by the Engineer shall be included in his bid price.
<br />134,990 S.F. at the Contractor's expense. 22. Where water crosses SO or SS use an 18-20 ft. length of Cl. 200 pipe,
<br />Asphalt Concrete, Type B (.20) 6. The existing underground utilities were lotted from available centered over the SS or SD if: a) The water is under the SS or SD.
<br />Aggregate Base, C1. I I (0.50) 46,905 S.F. 9 9 D '
<br />u I lett Asphalt Concrete, Type B (.25) 10,550 S.F. records. The Contractor shall be responsible for contacting all b) The vertical clearance is less than 1 foot.
<br />Vertical Curb, Gutter & Sidewalk 608 L.F. utility agencies to -mark their facilities in the field before any 23. No materials resulting from tapping procedures may enter District
<br />LL Irw•29.9 s O R / D E N Bevelled Curb, Gutter & Sidewalk G 044 L.F. excavation. The Contractor shall notify and coordinate all work sewer.
<br />5=0.003 � 5=0.003 N•LC. t(.���, N commerclai Type Driveway 2Z L . F . with any agency requiring removal or relocation of their utilities. 24. All war will be required to be inspected by the Department of Public
<br />-Fut,USS� �- Survey Monument, Type S 18 Each Pacific Bell, P. G. & E., Lodi Cable T. V., Woodbridge Sanitary Works. They shall be notified not less than 24 hours in advance of
<br />R-1- Fut10"ss District and Mokelumne Acres Maintenance District. U.S.A. (800) 642- commencement of work.
<br />tut.r0"55 Dead End Barricade 4 Each
<br />25. Ea5h SS service to have C.O. at property.
<br />InV.2 .5± I \ Inv. 27.73 I Street Light 19 Each2444.
<br />Roadway Import 3 g
<br />House services fire hydrant laterals and street light conduit shall 26. It is agreed that field conditions may require changes to these
<br />996
<br />Masonary Wall 99b L. F. 1 C.Y. 7. be installed prior to curb and gutter construction. All underground plans, It is further agreed that the Director of Public Works may
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<br />�{1 STORM DRAIN SYSTEM utilities within the street area, including gas and telephone lines, require changes, alterations or additions to these plans, when the
<br />Z 4 " Storm Drain shall be installed prior to paving. Director deems them to be necessary or desirable for the proper
<br />N ®12" Storm Drain 454 L.F. 8. All manholes to be set flush with the finish rade unless otherwise completion of the work, provided that such changes, alterations or
<br />NO 7 t ' r '^? EgSEMEN 15 Storm Drain 1568 L.F. CONSTRUCTION STAKING LIABILITY WAIVER Andicated. g shall not of the original estimate of the cost
<br />- 9. I] water lines shall have a minimum cover of 30'. p prior approval of the surety.
<br />O W "B '- 48" Storm Drain Manhole Each These improvement l0. Water used in any phase of construction such as backfill com action 27. Fire h Brant bid shall include thefollowing: Tee 6' latera! 6'
<br />'/ p plans have been prepared with the � P , y
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<br />1 � �Side Inlet Catch Basin 18 Each intent that the firm of Baumbach & Piazza, Inc. will be
<br />dust control, testing or other work herein required, shall be Valve and complete fire hydrant assembly. I
<br />performing the construction staking for the complete included in the unit price or lump sum bid for the respective item of 28. Prior to performing any work in Woodbridge Road, the Contractor shall
<br />A.Mop) u I a \ SANITARY SEWER SYSTEM project. If, however, another engineering and/or construction, obtain an Encroachment Permit from the San Joaquin County Department
<br />11. Contractor agrees that he shall assume sale and com Tete
<br />` surveying firm should be employed to use these plans for D of Public Works.
<br />q 3 ^ 6" Sanitary Sewer 901 L.F. the purpose of construction staking, notice is hereby responsibility for job site conditions during the course of 29. Contractor shall notify Mokelumne Acres Maintenance District for
<br />\ Approx LimIt0 V+ \ B" SanitarySewer 1 072 L.F. given that the firm of Baumbach & Piazza Inc. will not construction of this project, including safety for all persons and approval
<br />' ro ert• that this re uirement shall a I continuous) and not be nstallprior to connecting water line ve existing water main.
<br />F/ooa' P t J \ Sanitary Sewer Cleanout 3 Each & assume any responsibility for errors or omissions, if property; !� q apply Y 0. Installation of all sanitary sewer improvements shall conform to the
<br />Sanitary Sewer Manhole 6 Each& any, which might occur and which could have been avoided, limited to normal working hours and that Contractor shall defend, standards of the Woodbridge Sanitary District. All such work is
<br />Sanitary Service 46 Each corrected or mitigated if Baumbach & Piazza, Inc, had
<br />indemnify, and hold the Owner, County and the Engineer harmless from subject to inspection by the District Engineer. The Contractor shall
<br />3 v f performed the staking work. any and all liability, real or alledged, in connection with the notify District Engineer 48 hours prior to the commencement of any
<br />s hv.32.21 2&ATER SYSTEM performance of work on this project, excepting for liability arising work on the sanitary system. (209-946-0268)
<br />Inv.33.Ot I from the sole negligence of the Owner or the Engineer. 31, Contractor shall obtain a grading permit from the San Joaquin County
<br />w B" Water 2 13 0 L.F. 12. Contractor shall give Engineer a minimum of 48 hours notification Building
<br />l9 `20 1 W SHEET INDEX riot to staking an u Civisi°°•
<br />p z /� 10" Water 1,426 L.F. p g y utilities. 32. Pipe type and strengths allowed for underground utilities, unless
<br />co t7 8" Valve 11 Each 13. Sanitary sewer services shall be marked by the curb & gutter otherwise specified on plans, are as follows: Storm Drain (SD) - RCP
<br />contractor with an 'S' stamped on the to of curb, or ACP, Cl. 11I; Sanitary Sewer (SS) - PVC, per ASTM D3034, SDR35;
<br />! / 0 InY.33.3 18 O` �� 37 W 42 q )(FiireVHydrrant Assembly, See Sheet 12 7 Each O K E Y SHEET, OUANTITIES,h 14. Water services shall be marked by the curb and gutter Contractor with Water (W) - PUC, Cl. 150 or greater per AWWA Std. C-900 Cl.
<br />�cF a % -_m q NOTES a "W' stamped on the top of curb, location of water markings shall 150 or greater per ASTM C296, Type 11.
<br />O O ® O be verified in the field b the Engineer. 9 \ 17 C4Blowoff 4 Each Y g 33. All traffic signs and markings shall conform to San Joaquin County
<br />22 386 43 -Z 1" Water Service 45 Each 15. Lot grading shall be completed before starting any underground Standards and to the 'Manual of Uniform Traffic Control Devices'.
<br />3 PLAN PROFILE
<br />C e I^ 16 h W Z w 1'2i" �na�¢r SarvitG Oq���tt O O O construction, Refer to attached grading plan. N. Any changes to the approved Improvement Pians and Specifications must
<br />�^J ^(, e13 4 4 J 6 % g 9 16. Separation of water and sewer mains (including crossings) and sewer be prepared and certified by the 'Civil Engineer' and shall be
<br />9i s R-ZQ 13 e, �..�� J 35 '39 3 ` - laterals crossing over water mains shall Beet or exceed the latest approved by the 'Director" prior to implementation. I
<br />O 7 /5 D S standards of the State of California Department of Health Services. ag, All maurtal8 used as Sanitary eaWEf system Must have written
<br />° MB r ® as I'I WALL -DE !�__
<br />��� o S 14 l Ely° ° D I Q R 3 > a approval from district Engineer prior to lnst4111ation,
<br />b A Z % V
<br />k a 45 7' NIGH MASDNARY WALL IO I I
<br />'IN
<br />`y 5 y 4
<br />26 q- ��war q DEiA119 LDESIGN JO BE APPROVED WELL SITE DETAIL
<br />R 9/2 p 34 40 Q BY DEV-. Of PUBLIC WORKS AND
<br />4 25 V_ 0)27 w pLANN1N6 BEADRE cpNsr (2 l3 CONSTRUCTION DETAILS
<br />1T1011 R`'/ /Z��m � ® �
<br />o 3 ., ?8 v 33 41 ( 3 w i4 GRADING PLAN
<br />2 �e
<br />t' wE 1 \ 32 RI I D CR®SSIN� RAW L EG END
<br />at Sf�S 11 sir SWei ` I 29 3� 3� o f p 15' Ti Sr�°e> Al,�
<br />bR1DgE MEET/0 J ` o;� Q� c o-- Side Inlet Catch Basin
<br />CALow Point
<br />7' a3' /Z' 13' FP High Point
<br />2 a N I 61SIDEWALX rXl,,- fDGf OF PA111RfW- 1Z' E119fDGE DA rc Top of Curb
<br />EA6Jof L0r-31 Z1 P PAVfMEg1I COM Clean Out to Grade
<br />O W00d _ ! ) . �5AW re moi--- Storm Drain Line Indicating direction of flow
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<br />g R JD GF ' 1/4' 'If y 1,g^/, - 3.7/. Sanitary Sewer Line Indicating direction of flow -
<br />- Water Line
<br />Const.996 LF 7' R '� A- Fire Hydrant 150W- Woodbridge Rd.,.WmdwoodDr.,
<br />� OPJ/0N • Street Light- Benedict Dr.,y Intersedtom
<br />VICINITY MAP Masonary Waft ° A � � �� ��-
<br />N.T s. IOOW- A 11 others
<br />4 i w 0- 21" A.C. - TYPE "B" 'OVER PRIME COAT ac /uyin Carte
<br />D. 3 5' A. C Ec End c�.o
<br />VERT C6' S
<br />w , ! 1. O' A.B. - C1. IE -COMPACT TD 9SY. #* fc 0.7' S.B BCR B°yin caro Qt>urn
<br />Bench Mark Datum O.11 91 /, RC / 0 95/R.C. DR16' GROUND
<br />per U.S.G.U.$.G. S. B.M. '� � , ECF En/ curb ,Pe>arn
<br />19-6 1907-45.Locatlon NWcorncr u, o CONC. SUBGRADE CORP. c' SroPS1GN
<br />of Masonic Budding in the town of Woodbridge. ��
<br />Elevation 45.65 is most current per F, E.M.A . R Value = ZI T. I. = 6 G.E. Required 15 G. E. Provided = J'51
<br />SERVICES:
<br />STRUCTURAL SECTIONS W 00 D B R I D G E R 0 A D Street Lights Woodbridge Lighting District
<br />Sewage Woodbridge Sanitary District
<br />Natural Gas & Electric_ P. G. & E.
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<br />Telephone Pacific Bell
<br />RVW 50 RYrV R/Wd0' Raw TeleviSion Cable Lodi Cable T.V.
<br />25 / 25, 39, yd, Storm Drainage }---- Mokelumne Acres Maintenance District
<br />2' 5' /B' 2 J°' S' ZZ' 22' S' d'
<br />i / Z Z 2
<br />Z' 1'
<br />a� sfr' /. s •�. /, s v. �ia�a ft. �a / f r. 1. s
<br />APPROVED BY
<br />AN JOAQUIN PUBLIC HEALTH DISTRICT DATE
<br />Beve/ea' GG rf S D. 2' A.G. Ty a •B • OVER PRIME C09T BEVf1fD CGES P. ZI" AC. TrPE "8' OVER PRIME COAT
<br />A. i}, c1�ll - ,P.C. @ 95 T, 0. 8' A. B., CLAS6 II - R. C. @ 95'^ 7�---
<br />D.D7+92'e RG O. 8' 95 '/e ft. C. O�i9. 9roun� D.d7 - 91/. RC a 8' 95% R.C. OR JG. GROUND S y ApUIN COUNTY F1, WARDEN
<br />DATE
<br />COgG. Sad��odC CDNC. SU86RyDf COMAACT. r e
<br />romp,
<br />7-2.9!
<br />I R'Yalue= Z/ T.I.= 4 G. E.Required = 10 G.E. Provided= I.OS - - CHIEF 008R FIRE DISTRICT DATE
<br />�-- �� G%?��L%u/GG�!/�!�
<br />R Value- 21 T. I. 5 G.E. Required I•ZO G.E. Provided- 1.38 y �" Z4 y1 "
<br />WINDRIFT WAY -ROSEWOOD WAY q �� E GINEER WOOpB OGE SANITARY DISTRICT DATE a
<br />3 W I N D W 0 0 D DRIVE - B E N EDICT DRIVE ` _ _ -- _. _. - ,
<br />RAMBLEWOOD WAY - PAGE COURT 1z zs-s1
<br />N OTE. Structural Section where impor% is needed 19 based upon an assumed
<br />"R"value of 27. Imported fill shall be tested for "R" value of 21 min. -
<br />O.
<br />DATE
<br />ISION By
<br />N& 7/26/91 SS Revision- Rosewood TP DESIGN / r P DRAWN) BY 0 R f £ S APPROVED BY: Henry M. Hirata RCE No. 21258 B A U M EfAIC & PIAZZA I' it SHEET fO OF I
<br />084; 1 CIVIL EIV 1IV E AS
<br />KEY SHEET taenia. 8888
<br />Q
<br />g-12-91 2. F. 8"W., /0"W. 10"Valve TP. S U A V E y A S W N N D W Q O D
<br />SIJBMITTE BY 323 W. ELM ST. LOO1, CALIF.
<br />85240 PI.1: Zoe-36B-ee Is SUBDIVISION IMPROVEMENTS FILE
<br />r R.C.E. 19635 DATE 7121? / 91 SAN JOAQ PUBLIC W NO.
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