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S:\Projects\2009\09016\dwg\09016-EASTVIEW-IP-6-30-09.dwg <br />r5M 1 <br />3 <br />7/2/2009 11:21:15 AM PDT <br />4 2 <br />42 <br />, <br />C?+ <br />x <br />I <br />I <br />�i <br />C:) <br />I I <br />CC) LO <br />Ln <br />-_ -M <br />__.___ _ _--_._-__ __ .._ _ - . __ <br />. a cc m <br />v __ - ... _.- .�.._ - <br />- <br />- _ _ _ - <br />__ <br />_ __ _ <br />-- <br />o <br />+ <br />+ <br />_ <br />_ _- <br />o <br />+. <br />in � <br />+ + <br />� LO <br />+ + <br />_ <br />_ _ <br />_ <br />_LO <br />- <br />+ <br />w-- <br />o ' <br />E <br />71' BUS LANE In <br />+ <br />w.�_..-.ENTRANCE <br />- <br />___-.-_.. <br />E� <br />71' BUS LANE _ <br />_ <br />38 <br />- ---- - ---- <br />`.� <br />_ <br />_ <br />EXIT <br />x\' <br />---------- <br />1-41">/ <br />38 <br />EX. GUTTER FL (N) <br />_ <br />: <br />.s . _ .._ <br />��l EX. FG _ <br />0- _ <br />� 0.33% +/ EX. <br />0.317 +/- EX. <br />\,x <br />ra, <br />`� <br />EX. GUTTER FL (N) <br />_. <br />_ <br />_ __ .- �'�, - <br />_ .s� -_ <br />ti <br />o,Sc <br />60� <br />EX. GUTTER FL (N) <br />0.417 +/- EX. <br />,, <br />.,.._ <br />0.56% + <br />,,....._,, �---- � .�EX;.__p <br />0 <br />0.31% <br />- <br />-_ _ _-- <br />-- - - <br />._ .__. <br />- - <br />-- <br />-0-217'-� <br />'t�'`- <br />EX. FG <br />_ <br />- <br />__ _ <br />3 6 <br />___________________-___,_____-__.__ <br />_-_._.-____ <br />___�..___--�- <br />36 <br />_ <br />-_ _ <br />( I <br />I <br />CONTRACTOR SHALL VERIFY HORIZONTAL <br />AND VERTICAL <br />ALIGNMENTS PRIOR TO INSTALI <br />AND INFORM ENGINEER <br />IF THEY DIFFER FROM THESE <br />PLANS. _ <br />I INV <br />31.71 <br />INV <br />34.5+ - <br />_ <br />INV 34.0± <br />_. <br />INV 33.0± ( I <br />- <br />3 <br />INV 33.0+ - -- _- <br />I I <br />-_- ____ <br />(� 8 VALVE <br />_ <br />INV 32:451 <br />I <br />I <br />EX. 10 SD @ dicb <br />III INV. 32.3+ = <br />" <br />8 VALVE <br />-- <br />_ <br />- <br />EX. 10 SD ® dieb .:, _� <br />III <br />i <br />.L� _ EXX.10"SD (N,SE) <br />( „11 <br />8 W CL150 52 LF S:0.0423 <br />EX. CACP <br />8" VALVE <br />---_=---- <br />---� <br />34 <br />EX. 10"SI) N S <br />(') <br />: EX. 12 SD E) <br />- <br />\ I <br />I <br />0. EX; 8" W 5=0,00_ E` <br />„ <br />CLIMO ALF_ ..;.0-.907_- <br />(1 <br />-17 - - - - - - - <br />- - <br />8" W CL150 <br />230 LF 5:0,0047\ <br />- <br />k I <br />I. _____-._ <br />� __ .. _- _-_ <br />0 <br />8 W CL150 179 LF S:0.0016 <br />_---- <br />--- -- <br />. <br />-.0- <br />- <br />003 <br />-= X03 <br />EX. 12"SD - <br />,, <br />EX 81 (W) <br />---------_ <br />8 W CL150 320 LF S,O. <br />- <br />_� <br />\ I <br />I <br />--- -- <br />----- <br />INV <br />EX. 8" W <br />ti15� _-- <br />5=0.0019+ <br />------- <br />- <br />_-_ <br />32 <br />32 <br />JEX <br />- - _ - <br />S=0.002+/. <br />- - - - - _ - <br />6" W <br />- <br />---- -- _- <br />_------__- <br />{ <br />INV. 31.551 <br />CONTRACTOR SHALL VE <br />IFY HORIZONTAL AND VERTICAL <br />__ . _ <br />co <br />o ^ <br />8" W CL150 <br />28 LF S:0.0786- <br />ALIGNMENTS PRIOR TO <br />z" <br />INSTALL AND INFORM ENGINEER <br />_ _I <br />__ - _ <br />o z <br />- <br />EX. 12"SD E W <br />(,)__ <br />3 <br />w IF THEY DIFFER FROM <br />THESE PLANS. <br />8' 20LF _QL2 <br />z <br />m <br />o <br />3 0 <br />w I <br />_ <br />- CENTER UNDER 10°SD <br />.. <br />d_ ._ _ _ �a�___ <br />_ <br />- <br />I <br />O <br />i <br />--+ c •� p� <br />Q <br />o <br />o <br />CO <br />_ <br />CO C7 <br />GlW <br />r� I Z <br />W U <br />� <br />__-______ <br />_________ __ <br />E� <br />E-� W <br />___ _______ _ ___ .____ <br />________ <br />_ _ <br />V] <br />___ ___ __-, �,__ <br />,. , I �__. ____-____ -__ <br />c+' <br />_____�________ <br />_-____ <br />__ ______ _ ___ A <br />_. <br />H CEJ a <br />V] <br />____ <br />_ __ _^_ <br />EQC/� <br />�__ <br />E- <br />`� ..�__ <br />28 <br />_____. �____--_____-__ �_ <br />m Q <br />c� <br />c� <br />co <br />o <br />� � <br />I W �n <br />EZ+ <br />W� <br />coo Cn <br />l <br />H <br />o <br />+ <br />I �`';; + <br />+I r�.-_... <br />,. _ __ _._ _ __ _.... __ <br />_ ____. �__ ___- - - _.. <br />�.-- __ <br />_ __� <br />_ �� ��o� <br />�. o'o <br />c� <br />_,..+ <br />�o <br />o M1n._ <br />t _ __.. <br />t- co <br />�W _ <br />_cam _ - .._ _. <br />_ _ <br />tea. <br />. U <br />��:>d� <br />_ <br />-. _. X ' <br />wwW. <br />O r4 a` - <br />- _C\2 <br />_ <br />.. <br />+ .. coi <br />� <br />O ���j <br />W <br />SHO <br />._.- -. .. <br />� H W <br />Pl <br />-26 <br />+� <br />- - <br />_ <br />�o <br />7+00 <br />8+00 <br />9+00 10+00 <br />11+00 12+00 13+00 14+00 <br />15+00 16+00 <br />17+00 <br />18+00 19+00 <br />NOTE; <br />II <br />A CERTIFIED BACKFLOW PREVENTER ON <br />SLURRY SEAL NORTH HALF OF STREET pa M O RADA MIDDLE <br />SCHOOL <br />x <br />a � <br />NEW WATERLINE AT THE POINT OF <br />CONNECTION TO THE EXISTING WATERLINE <br />(19.9'± WIDTH C.L. TO LIP) WITHIN LIMITS <br />C6 <br />N o "d, G, <br />SHALL BE PROVIDED DURING CONSTRUCTION. <br />OF WATER MAIN CONSTRUCTION I o x <br />o <br />o <br />I + w <br />co I <br />o z <br />`� o <br />Q4 1 <br />r, � G . <br />U <br />~�W <br />U] <br />F-� E <br />c� I U <br />DE� <br />+ H <br />�� Q <br />" co <br />of W P <br />0 <br />W I <br />v <br />H Q H <br />vo v� <br />FH Co nected to <br />on Ite system <br />��' <br />r P °D H N W <br />Ex W E_ w <br />� n <br />r , � <br />F--I-I + w ca'o c�a <br />°D o+ a <br />EI <br />G'~ v� I <br />-? <br />I <br />- <br />c' 3i3.5UU __ __ - _ _ _.-_. - _ _ _ - - - - - - -- - -- - - - - - - - _ _._ - - _ - _ _ __ __ __ - - _ __ - - __ _ ati #4 � Z E <br />- A.C.P. Inv.-31,131 NW) <br />i ' \ ar+a' 3A• L Inv.-31.Ot(SE) o <br />< <br />A <br />- <br />1 40 <br />+ <br />C) CO m <br />w EXIST. c� <br />�-' 10 PUE <br />rn <br />/ <br />!/ ,ac' BUS LANE <br />Exisfin Parkin <br />� <br />\a� �at4 <br />6SO a <br />`4� � ��' <br />� <br />L `etc <br />�� Bruce <' �"� • <br />r <br />\�\ e �.' � `'-, �?„ � <br />o ".10 o <br />Trtyl �, <br />,� Q, t v w a �' <br />oN 3 <br />3) a <br />3. <br />C) <br />/ / / <br />��`',F !, f �e / / J=, t3%" ti .'s �3" a' <br />/ 0 ! l ) I ra J <br />°a v 1 1 t T 'ase s <br />1i� Ire <br />y.. <br />� <br />a. roe ree +`� <br />\ \ to ^�* t <br />+ 2 c <br />` � , s'a �, -/ <br />� <br />i a4, ;ati b <br />1 37.F 1 C� PL x A <br />}} .:. <br />c. , <br />^,.� <br />` <br />r, ,,.- <br />6 y}// <br />,S' �.I"'; e� '9 1 �.� <br />331oe/ x &G, ,._ .! <br />_ E . ..._.� <br />4 <br />_4 'q' Jl5/ E7( BfG S - <br />! �= 1. -- <br />_. a�1__� <br />`.I1C' <br />-_ _�,t •., <br />,.•.3 ° 51,11)- <br />- <br />vy <br />_. ,+_ „ _t_ - )?C g <br />- <br />,.. •: - <br />\ <br />.-��x <br />_b3� <br />, . 3'93 <br />lsrit€r <br />bn40-- Ex:C.G.&S _ - <br />..? -.. --C- .- ;.,- <br />W - - - -- n r <br />_ __.. - _ .03 _ „ , : _ „ x <br />As.'73 > PPO i?;lt�i -� �"I.� C G - a <br />En p Ex.C.G.&S _.. _ _ _ oera� 1 ?t �. �. �.�. �.. .� _� <br />-- - _ 37.U2 p = - <br />q L, 1:'' �i - <br />n, .<, . env. 33.01 <br />r. <br />35., q. ,, ,� � <br />1-k -r"k� '� . ,„ 3&i.i0 <br />C&0 3�A3� I.4.:1,00 <br />_ <br />_ _- <br />.vg!-...1Q.1 <br />- - -Ex. <br />10.5 ,j <br />} Ei fsj 3GS1 <br />-Dwyer `r _ <br />ar.[Ei i7.� <br />Rerns_?!1 <br />.� <br />«IT <br />- <br />z2 Ga +I <br />lip co lip <br />,y_.Ga,Ez. <br />- g2 Ga _ 0 <br />FOC `ts ,u. -- 1, _...:,� . tr-3' F C <br />up p � <br />... <br />fIe!1 lap fl hpp <br />.-, 0 <br />CQ <br />!�..Lip4 <br />0 18+0 Sp r <br />cja Q <br />7+00 <br />°' <br />t �, �°�. <br />. <br />!j <br />0 6.84 37,04 37.^9 <br />- x - <br />i-^-_�.,, ttori `3 4 p <br />p <br />+00 <br />r <br />C L 3`1,54 37.44 ! 37.5p - , 37 r67 � 37.04 a 37.:;0 <br />� - - - r - - -, D - <br />� l' � I p � p p <br />11+s0 1 0 13+U0 14+00 <br />n` zi `1'7.:5 C L <br />� ... J. __ �. 37.34 _ X37.42 �. <br />r-p - � p <br />15+ 0 ,l +00 <br />- 1.37,433 til 37:"rZ <br />t � p <br />17+ 0 _ <br />3r.,s.. <br />Y � <br />!� En of <br />Ex. Tre ch ----'- <br />,l 4 <br />-'' <br />9+00 <br /><,i <br />_ <br />'_"•""" .22 <br />b <br />9i Q)i <br />Ex. AC, Dike <br />• �`Cj` Q : <br />x AC Qlke <br />CJ fil <br />�.:� <br />Ex. AC Dike..: <br />- � . , _ <br />- _.., , :..s ,y �. ... _r tEX: <br />Ex AC_.Dlke� _ <br />Ex. Dwy „,. � �• /' <br />_ <br />n,�s --_ <br />_-.: z=g,. R - -- - - <br />I Ez: D Vr r, <br />_ Y n - e� <br />t`'� wmb <br />_.. ._..._ _. ...-_ y .'^..i. <br />-Ex.FH <br />EX.I, G 0.51 ",,,,ply <br />.� <br />a Ex. _ 1 <br />.iS- Oy ry1� i�i.- �i Wp <br />' elx <br />+ + ,4r y� L <br />_ <br />".' x <br />_i <br />!Frye`-t'SY� •- <br />�jj' \\ a�.ur <br />bow` bnrrn pend <br />R7w <br />EX. 2" W SERVICE <br />EX. 2" stub <br />� <br />l l' <br />by U <br />EXIST. <br />10 PUE <br />a <br />a / „ <br />CROSSING; 7±-8 W 10'SD .�INV.-32.5± <br />INV.-33.35± 10 SD .a �; <br />STA: 15+87.6±-8'W/10 SD <br />CROSSING; INV.-32, ± 10 SD <br />5 <br />MAINTAIN 1 CLEARANCE BETWEEN <br />.w <br />o <br />CONSTRUCTION <br />�! �► , <br />�_ <br />,MAINTAIN 1 CLEARANCE BETWEEN a. <br />I EASTVIEW <br />rn <br />DRIVE EX. 10 SD &NEW 8 W. a, <br />a <br />a; <br />EXIST. I BENCH MARK DATUM <br />C= <br />EX, 10' SD &NEW 8 W. � <br />+ <br />20' PUE <br />+ <br />+ <br />+ TOP OF IRON PIN IN SURVEY MONUMENT BOX <br />v <br />� <br />cc AT BEGINNING OF CURVE IN EASTVIEW DRIVE, <br />STATION 18+18.65, ELEVATION = 37.68. <br />, <br />STATION <br />8+30.31: <br />HOT TAP EXISTING 6" A.C.P. WATER MAIN <br />USING TAPPING TEE AND 8" VALVE; <br />00ESSio/q <br />SEE WATER SYSYTEM NOTE NO. 15, SHEET 1. <br />`�� �N E. F� <br />BEGIN 8" WATER - EAST. <br />cy <br />NO. 42764 Fn <br />EXP.3/31 10 <br />ST C/C�� 'P <br />qTF <br />MORADA MIDDLE SCHOOL <br />DRAWN BY: <br />SEP <br />OF C A�\F <br />�, l� '' � � <br />EASTVIEW <br />DRIVE WATER MAIN - IMPROVEMENT PLAN <br />SCALE: <br />'; <br />HORIZ: 1"=40'; <br />VERT; 1"=2' <br />INDEMNITY CLAUSE CONSTRUCTION STAKING LIABILITY WAIVER <br />No. <br />COUNTY APPROVAL PREPARED IN <br />THE OFFICE OF: <br />SHEET OF <br />These Improvement Plans have been prepared with the intent that the firm of Baumbach & Piazza, Inc. will <br />The Contractor agrees that he shall assume sole and complete responsibility for job site conditions P P P <br />during the course of construction of this project; that this requirement shall apply continuously and be performing the construction staking for the complete project. If, however, another engineering and/or <br />firm be to these for the is hereby <br />A DESCRIPTION <br />o������s • ' �9° ( <br />�v • �t � CAUTION.. <br />�� <br />APPROVED BY DATE BA UMBACH <br />&PIAllA INC. <br />CIVIL ENGINEERS 07/15/09 <br />not be limited to normal working hours; and that the <br />Contractor shall defend, indemnify and hold surveying should employed use plans purpose of construction staking, notice <br />given that the firm of Baumbach & Piazza, Inc. will not assume any responsibility for errors or omissions <br />o <br />DATE: <br />323 WEST ELM STREET <br />JOB NO. <br />09016 <br />harmless the Owner, Project Engineer, and San Joaquin <br />County from any and all claims of litigation, <br />if any, which might occur and which could have been avoided, corrected or mitigated if Baumbach & Piazza, <br />((( v, <br />/ 0 I2 1 <br />LODI, CALIFORNIA 95240 R.C.E. NO.: 42764 <br />damages and attorney's fees for personal or property <br />damage of whatever nature which are claimed <br />Inc. had performed the staking work, or if Baumbach &Piazza, Inc. had been contacted prior to staking <br />DO NOT SCALE THIS <br />DESIGNED <br />UNDER THE SUPERVISION OF: <br />FILE NO. <br />to have occurred during the term of this project. <br />regarding an questions of ambiguity in the plans, interpretation of the plans, or engineering inconsistencies <br />g g Y q g Y� P P P g o <br />in these <br />.o ''. •• w DRAWING IF BAR DOES <br />�, , <br />•¢� <br />STEVEN E. PECHIN 03/31/10 <br />EXP DATE: <br />G-139 <br />0 <br />contained plans. <br />c��° NOT MEASURE 1 INCH. <br />DESIGN ENGINEER <br />S:\Projects\2009\09016\dwg\09016-EASTVIEW-IP-6-30-09.dwg <br />r5M 1 <br />3 <br />7/2/2009 11:21:15 AM PDT <br />