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<br /> E IGHT MILE ROAD
<br /> 1 /?/W - - SD.ESMT. I
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<br /> }� I ! I,�GLuO� AITIME LU
<br /> CDRT CL1Q!//D ASAHRLTI 3'"AC. - rs�P� 8 %2"Max. I
<br /> I f PRIME GOAT SEE S'�C, 39 � 93" Of SPftS_ IIVCL!/DF RR1�1rt (OAT(LIaG/u S�OIINIT) 1N v - °` ° ► " +.
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<br /> � 3 A. C. ^- Type B �2max, aqg.� 9C BID, SfE SECT. 39 � 9.� of S,�ECS'.
<br /> 8" A. R. w Cl. .XZ 95'%, /9e/ot/'ve Compaction f5,' 4B. - CLASS
<br /> II G.
<br /> -- /2'/ - 95/o R. C. Campocted Native Mc�terl'a/
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<br /> / 0 T. I, = 4. 0 R- vd/ue = 5 z
<br /> Jt
<br /> y 6-Z-. Req'd=125 G.E. PROVIDED= �6 95°10 R.G. �D/fc _ 1
<br /> � _ h Bonk •/ � 35 °3 t,
<br /> l �h� Q INT,-RIOR srR�� Ts r �PIC�4L �FGT/ON .----
<br /> SGA1 AI10W /' 9REA,4! /N
<br /> LOS C E RR ITOS A.G. D/XE 9 zaWpr
<br /> . D/tc� Em6af;�C,y,�r�� /fch E,�c�✓Q>.an
<br /> �- A -N,gr1vE M,, 7Z z @
<br /> - -- l aGA)/aNS AS SHOWN 90 % �, C
<br /> �--- ON IMPRMZMENT Al AN.
<br /> 1 t
<br /> s.N.s. DRIVE --- - - r. /. = 6 G.E. RE Q'D = 1.B 5 G.E. PRo U1Dz:D= 1. 95 I? - yaC UE = 5
<br /> T PR 10441 SECTION (Sr,Q /1+_,,W)
<br /> SG
<br /> 2 9 �'
<br /> AI L- No N E
<br /> 2
<br /> fP 6TNERRL MOTES
<br /> Q 27- Contractor agrees that he shall assume sole and complete 1 . All work shall conform to these plans and any special provisions for
<br /> ��� O responsibility for job site conditions during the course of this project .
<br /> construction of this project, including safety of all persons and 2. Refer to the final map of this subdivision for all center line and
<br /> � property; that this requirement shall apply continuously and not property line data .
<br /> ES
<br /> LOS REY --- - be limited to normal working hours; and that the contractor shall 3. Contractor shall receive an approved set of plans and specifications
<br /> defend, indemnify and hold harmless , the County of San Joaquin , prior to beginning construction .
<br /> PROVED BY : its elected officials , officers, employees, and agents from any 4. Baumbach & Piazza (Engineer ) shall set all survey controls and
<br /> BgRPICRDG T _ry�� }� swat and all claims, casts of litigation, damages , and attorney ' s construction stakes necessary for completion of work . The Contractor
<br /> rYP� A
<br /> �� •-... -- "` shall be responsible for the reservation of all curve and
<br /> fees, for personal injury or property damage of whatever nature P P Y
<br /> 1 \. _ O• which are claimed to have occurred during the term of this
<br /> construction stakes. Survey and construction stakes that are lost or
<br /> y /1 v ° project. destroyed due to Contractor ' s negligence will be set by the Engineer
<br /> DRIVE - _- at the Contractor ' s expense.
<br /> 5p
<br /> SrOPS/GN/ Y --- �f7 S 4N JOAQu/N Ca&N7'f� /c/RE U/,,;,&7
<br /> N /JA TE
<br /> S.N.S, l 5. The existing underground utilities were plotted from available
<br /> + Q _ records . The Contractor shall be res onsible for contactingall
<br /> ut}lity agencies to mark their facilities in the field before any
<br /> N t/o4QU11V000N7P yEA?Z7'N' D/SMC7' BATE excavation . The Contractor shall notify and coordinate all work with
<br /> �, _ �� J � any agency requiring removal or relocation of their utilities .
<br /> N / ��� �� Pacific Bell and P. G. & E. U.S.A. (800) 642-2444 .
<br /> 3 I „ \ A FIRE GN/Z-E, 1f/.9TERL00 -MORWi94 /DQE DEPT 6. House services and fire hydrant laterals shall be installed prior to i
<br /> 4% \ pavement construction . All underground utilities within the street
<br /> 1 0 area , including gas and telephone lines, shall be installed prior to
<br /> 1 , paving .
<br /> 1 1, 7 . All manholes to be set flush with the finish grade unless otherwise
<br /> 11 indicated .
<br /> 1\� 1 8. All water lines shall have a minimum cover of 30" .
<br /> 9 . Water used in any phase of construction , such as backfill compaction ,
<br /> dust control , testing or other work herein required , shall be
<br /> included in the unit price or lump sum bid for the respective item of
<br /> 1 1 construction .
<br /> 10 . Contractor agrees that he shall assume sole and complete
<br /> LEGEND responsibility for .job site conditions during the course of
<br /> 1 1 U construction of this project , including safety for all persons and
<br /> S,.I.C.B. or Side Inlet Catch Basin property ; that this requirement shall apply continuously and not be
<br /> L..P. Low Point
<br /> P Hiq#IPoint � limited to normal working hours and that Contractor shall defend ,
<br /> H" indemnify , and hold the Owner and the Engineer harmless from
<br /> T.,C. Top of Curb any and all liability , real or al ledged , in connection with the
<br /> S.D. riPCParACP. C/.tel)StOr Drain Line Indicating Direction of Flory performance of work on this project , excepting for liability arising
<br /> �\ from the sole negligence of the Owner or the Engineer.
<br /> 'T Gi /.f01 Water Line W. (PYO. 11 . Contractor shall give Engineer a minimum of 48. hours notification
<br /> -
<br /> BAPRlGp�E \� 5' 4K 'Eire Hydrant prior to staking any utilities .
<br /> TYplr-11 11 �� 12. Lot grading shall be completed before starting any underground
<br /> [C C construction . Refer to attached grading plan .
<br /> B/ow-Off 13. Contractor shall be responsible for notifying and co-coordinate all
<br /> work with ar.y agency requiring removal or relocation of utilities,
<br /> N Wa�`ei- ya/Ye such as P : is Bell , P. G. & E . , etc .
<br /> Direct .ra/e)' Cafch B®sib 14 . All off-e to water lines shall be pressure tested , disinfected ,
<br /> \ 40AlOe I�/e" Cefcl� Basis r Bushed and tested for bacteria in conformance with the San Joaquin
<br /> • ,I9o17hole County Health Code Requirements.
<br /> �r Qeaacer 15. All off-site storm drains shall be cleaned prior to final acceptance.
<br /> + .,yreeJr S�9n 16, Contractor shall visit site prior to bidding . Specifications are a
<br /> DreMeye S/aoe separate document .
<br /> tiurYey Manume�� Bax 17. New traffic striping and the restoration of any damaged existing
<br /> SE R VIC E S �I painted legends or signs is the responsibility of the Contractor and
<br /> 'Streets Lights shall be included in his bid price.
<br /> Sewage _____- _ Septic 6ys�ern 18. Where water crosses SD use an 18-20 ft , length of Cl . 200 pipe,
<br /> Natural Gas & Electric P. G. & E. °° m n - centered over the SD if : a ) The water is under the SD.
<br /> Telephone _ Pacific Bell W �. ., T ) The vertical clearance is less than 1 foot . Applies to catch
<br /> Tel evi Sion CabI e_ - CONI/NENT,4L Cdg r;11S14N 3 I t Horsey d 1n. L �' Horn CONSTRUCTION�T F�UCT CiN T FSK I Nt�_L.I AB_I L. l T Y WFa VF I� - Pp
<br /> basins also.
<br /> Water_ S J. Goun�y - G.S.A Na.46 � �""°"�, � � d � 19. All work will be required to be inspected b the Department of Public
<br /> y r ariiry Hagan n Handel ti +r - ac - P Y P
<br /> Storm Drainage-- -_ 5J. Gaun�y -G.�A. Nn46 - _�;� ""fp1' c C7 o Rd �scne � � cO Warks . They shall be notified not less than 24 hours in advance of
<br /> Q: Rd ¢ fAtkinson Rd. �-,oump Ge improvemE�nt. plans have been prepared with the
<br /> SHEETINDEX Haiaht rr• lad - The commencement of work .
<br /> PROPOSED SITE intent that the firm of Baumbach & Piazza , Inc . will be 20. It is agreed that field conditions may require changes to these
<br /> s I°iaV '•• performing the construction staking for the complete
<br /> plans. It is further agreed that the Director of Public Works may
<br /> k� ���� r .-AK -4 f roj ec t . If , however , another engineering and/or
<br /> ' � s o c�,corv� �� "�'�� � rF p ' require changes, alterations or additions to these plans, when the
<br /> TUDOR ROSE Cora Post Rd. i -�+ - sc�_ surveying firm should be employed to use these plans for
<br /> D2M/1 n Kn �,,,,p 5`, r, Director deems them to be necessary or desirable for the proper
<br /> PROF11 LA LAMA WASE �9 -- �1�f $8 c the purpose of construction stai<ing , notice is hereby completion of the work , provided that such changes, alterations or
<br /> ISS L ' a P� d givers that the firm of Baumbach & Piaiza , Inc . will not additions shall not exceed 10`/. of the original estimate of the cost
<br /> 3 PL,glV PR4F1LE - los RES)FS' DR. , Lo$ CERR/TOS aR. 1a 6 s � Eight Mile � �� Road Eig�+ Q Mile Rd assume any responsibility for errors or omissions , if
<br /> PLON /-KOFlLC EA,SEMEN7 „B« -I _ O �� iQUas�nick .� ; ; ? any , which might occur and which could have been avoided , for the improvements without prior approval of the surety ,
<br /> ` ,i corrected or mitigated if Baumbach & Piazza , Inc . had 21 . Fire hydrant bid shall include the followings Tee, b" Lateral , 6"
<br /> �Apd• `'� Valva and complete fire hydrant assembly .
<br /> �0
<br /> Al AN PRdF11 - Ei��T Mlz� I�OQD I GLEN y f easrviF_,.. Rotto K Road Comsto< q P y
<br /> . t, s m performed the staking work . 22. Prior to performing any work in Eight Mile Road , the Contractor shall
<br /> Rd. Co�s�oc obtain an Encroachment Permit from the San Joaquin County Department
<br /> CK
<br /> v
<br /> OZ: 7411- S/���7 �% ��e WATEp�0,. WATERLOOgokpr tn. r - of Public works.
<br /> 7r /� /�/' 7 Qz o ; yscrk. o , 23. Pipe type and strengths allowed for underground utilities, unless
<br /> Df- ! K JL ` ,Vf-f-! JO - _
<br /> n 4, ` - Grant - otherwise specified on plans, are as follows Storm Drain (SD) RCP
<br /> 5�� v a°. � . -*- ��~ OaK_KcCAve BENCNM.4R6( D4 TUM E/er/, 4. 65 or ACP, Cl . III ; Water (W) PVC, Cl .Cl 150 or greater per AWWA Std . C-
<br /> �'r D Lm
<br /> U ' Fa.cbild fon irg _ _ Pe/ U. S.G.S. Datum = Ct7ise/%d 5c/
<br /> UQlB 900 or ACP. , Cl . 130 or greater per ASTM C296, Type 1 I .
<br /> GRADING P1,4N -
<br /> �o a o o-� ° c Rd o� 26 24 . All traffic signs and markings shall conform to San Joaquin County
<br /> 5 ,_ ori the Southwest comer of/Ui/roue' crte
<br /> `'o T � d � E E 9 Standards and to the "Manual of Uniform Traffic Control Devices" .
<br /> post t�v/th /�ghts) on the SOUtf7 S/q�e OJT 25. An than es to the approved lm rovement Plans and Specifications must
<br /> > ^m c 1 Y g PP P P
<br /> P .a P• E%9'/7t /SSI116' RDQ"Cf, W65tofrcr//roaQ'unra' I be prepared and certified by the "Civil Engineer" and shall be
<br /> East of /o/roject site . approved by "Director" prier to implementation .
<br /> V �, T MAP - - ---- --__.._ - - 26. Materials camp//n9 ` ����in9 sh2/l 6e she ��S�ans/b/Ii�y o� �'he Ga��`raC�or.
<br /> NOT TO SCALE
<br /> NO. DATE REVISIONS BY SHEET ( f ) OE
<br /> DESIGN DRAWN BY _ 11I'pROVI� BY TUE SMI .TOf�(�i1Tl� CC�fNTY DI12I:CIOR oI I'[IEiI.I(; tisfORICS : B A U M B A C H � P I A Z Z A RANCHO M 0 R A DA ESTATES
<br /> �d-s9 T��.�� <Sf:��rs o:2 ' ,r' CIVIL ENGINEERS KEY SHEET JOB NO.
<br /> SURVEYORS
<br /> Sub TED BY 323 W. ELM ST. L�01 , CALIF.
<br /> Q7"E : �WJ 19�� 95240 PH: 209-386-6 BIB FILE
<br /> R. .E. DATE ' N0.
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