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' L -mit o1 Tr encning '\, V.. _
<br />-.—R/wTV PI CAL TYPICAL
<br />PAVFO AgEA� UNPAVED AREA
<br />Impressed "S" on It+I
<br />top of curb l p`" f Nect line cul alter — Mound earth oboe trench to
<br />f f sol 9"m provide pasitl.e dr.misge
<br />No TES ..
<br />DATE
<br />completion a 6
<br />° bp6kf:ll.
<br />REVISIONS
<br />-,Lou-
<br />this surface
<br />I ap or plug ' see sarfo ce 7- 14 -
<br />Mor.
<br />ij tee¢ i•
<br />I,
<br />0ea°,5 boa not. 2 l "I-
<br />Mor:ef - // ALL OFF SITE WORK SHALL CONFORM TO APPLICABLE SPECIFI-
<br />4 ryer CATIONS AND STANDARDPLANS OF THE
<br />Schad. 40 PvC 1 1/3. erlyy
<br />. A z LOCAL AGENCY-
<br />wys and ' � Hocktill 90%
<br />�y 1/9 bene Ve Dene __`� I rem rive Compaction IT IS INTENDED THAT THESE PLANS REQUIRE ALL LABOR AND
<br />C. PAD /. Y mm radius :Wye branch 1 _ —�^ ..
<br />j '(No 90 reel
<br />Sewer - �J { - MATERIALS NECESSARY AND PROPER FOR THE WORK COMTEMPLATED
<br />main 6eative co % AND THAT
<br />� THE WORK BE COMPLETED IN ACCORDANCE WITH THEIR
<br />mm slope 1/4'per foot for a" pip. connection
<br />onn�ng� relative tompocllon TRUE IN ENT AND PURPOSE. THE CONTRACTOR SHALL NOTIFY
<br />l ¢ I/8'per foot for fi� tonne cY on � ' d, CARD
<br />SET G.C'9TE D3'BELOW
<br />.EX/ST_ A.G.. - firmly compacted material pipe �Lln:it .,t IN. hub joint) eaellfill 90% - THE ENGINEER IMMEDIATELY REGARDING ANY DISCREPANCIES OR
<br />a ve compocbon AMBIGUITIES WHICH MAY EXIST IN THE PLANS OR SPECIFICATIONS
<br />- city .a n. min. give I - � — -
<br />PR O F L E Mointenanl length for _\ AND THE ENGINEERS INTERPRETATION OR CORRECTION THEREOF
<br />connectlo6 by - / � f`
<br />,SAA//- PANG WAS.S/ER PLACE AC AS F1EQU/REO holding plumbing I — 6eae'"q SHALL BE CONCLUSIVE. WHERE THE PLANS OR SPECIFICATIONS
<br />TO ORA//✓ TO C.B. . - q DESCRIBE PORTIONS OF THE WORK IN GENERAL TERMS BUT NOT IN
<br />C6'�2 EQv/PME/VT
<br />oaroao.I
<br />NO -TES� - COMPLETE DETAIL IT IS UNDERSTOOD THAT ONLY THE BEST' GENERAL
<br />'r : I � 7
<br />I. No cleanoetb shall be loco. L - - J PRACTICE IS TO PREVAIL AND THAT ONLY MATERIAL AND WORKMAN
<br />.r ♦.reways.
<br />g PLACE PC.G BOTTOM y z. a !D sidewalk d III ...e from the a°rb. Cleaaaal er SHIP OF FIRST UALITY ARE TO BE USED. I
<br />/�/I EX/ST C. B. CB 3 ` sho^ De mzta neo in appr o.im ate canto. Of V1ont ni rip. NOTES Q
<br />3. Hous•. connection shall be made under Ibe super. n 1. All trench evcavollan shall conform ,o City of Tracy speciticorions. j ' -
<br />�A%
<br />Sewer
<br />Building Inspector, 2_. Class -2 aygregate those sholl be 612 Mmes eslsllnq thir.4ness but at he .CONSTRUCTION .CONTRACTOR
<br />F,��<-_�.__- ��./5j T. 6•ez L� 6ifR7f ELEt/`� a Sower larerol shoo be Constructed with o straight ode less than. 16 over none malerial pf I5 over imported backfin marshal. AGREES THAT IN ACCORDANCE WITH
<br />one alignment from the main y the proper,} Imp mess
<br />nT GENERALLY ACCEPTED
<br />LATE.4AL -. otherwise approves DY the City Engineer. 3 Imported 111k l material shall to al in all trenching within tr ictiog CONSTRUCTION PRACTICES, CONTRACTOR y7ILr,.
<br />LATERAL W/TRAP 5. Cleanout box shall be Christ, Fla, or approved a paved streets. Select native material may be used in new construction
<br />BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILI'-^Y FOR
<br />` `ureas ,, aVprovea Dy Ins Illy Engineer. JOB' SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE
<br />I with' cost iron coyer marked C.O.'
<br />6. Pipe slope may be increased to accomodate deep sewers and pr< min. Compaction snnll be altoined by mechanical tamping- No jetting shall
<br />36" cover at right of way. be allowed in streats. � PROJECT, INCLUDING .SAFETY OF ALL PERSONS AND PROPERTY; THAT W
<br />as
<br />lateral shall be of the same material as the moin pipe lin ;apt 5. The relative compaction at the trench thockltll shall be tested in the
<br />-- — s shown above. THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND
<br />v'roperty owner will be respanslble tar maintaining the Ia,eral cl of presence al the City Inspector. NOT DE LIMITED TO NORMAL WORKING
<br />good condition to allow access M C-ly Public Works rearalenanr " 6 Uro, hammers shall not be ossa to cat pavement G HOURS AND CONSTRUCTION -
<br />7,9?AA__'_JP a CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD
<br />- ] FII Irenchas Sfi011 be Dockftlled and tempo. Ory paving .placed al -
<br />getean,es. in, end of each working day.., DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL 'LIABILITY -
<br />T M C. 5-6.10414) B. 24 ho r wooer nonce a required prior to commencement of work. e
<br />it,REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE CF
<br />WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE ( j
<br />ORA/NAGE FL DW ]- I- 102 t thl v
<br />" sT.e srP °"'"• L QTY OF TRACY "' CITY OF TRACY �' SOLE NEGLIGENCE OF DESIGN PROFESSIONAL.
<br />°.rb ),) J1Bq 5lP
<br />--__—
<br />a... F, TRENCHING 8 Ek°.rr.../ cYa5a2 W
<br />..... 1. 1. 111, �r .,t /yRar _ Me a..° THE CONTRACTOR ATTENTION IS DIRECTED TO THE REQUIREMENTS
<br />s ka 7V 03 SEWER LATERAL — .e..a —
<br />�R 1p1f� PARTIAL PLAN j
<br />y'�. I _.„ C. RESURFACING .ver, 504.. CONTAINED IN CALIF. DEPT. OF INDUSTRIAL SAFETY AND CAL OSHA I"
<br />Fl� ° 203 I WITH RESPECT TO EXCAVATIONS AND TRENCHING WORK.
<br />�W THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS. IT SHALL > Z
<br />4 5 Scale°/" = 4'-0" BE THE CONTRACTORS SOLE RESPONSIBILITY TO PROTECT ALL EXISTING
<br />$ UTILITIES SO THAT NO DAMAGE RESULTS TO THEM DURING THE PER-
<br />FORMANCE OF HIS CONTRACT.70 �;.
<br />FL/RrY/Sh a PLACE CB. w�T44FF/C THE I CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXISTING D/
<br />" �APPROt/EO CDYER." �E//101�E E"/SJ 6 6?gTF�BO.I; �l
<br />G,g. s sh'ALL BE /2�/2cP cv�Ti.AFr/C PES .4AM,� � �. SEgL JO/n/T FA:4M� .� c?/Z4TE IMPROVEMENTS FROM DAMAGE.
<br />AOPRoYEO GRR?E. TG, kS. i7 I PLACE AC AS o/RECrEo T/E EA c/NEER THE CONTRACPOR SHALL EXPOSE EXISTING STORM DRAINS AND SANITARY
<br />X/BT C .B. � SL/MP
<br />% FURN/Sy o ;PLACE CO. w�CDA CRETE EX/ST. M. A/ SEWERS WHERE CONNECTIONS ARE TO BE MADE SO THAT HE CAN ITARIFY
<br />Pcr- CortfiR EXISTING FLOWLINES AND LOCATIONS BEFORE THE START OF CONSTUCTION.
<br />-- :dOX TRAFi-; C
<br />/ �L� r
<br />�... $` ✓ APf'ROIiEO COYER.
<br />— — I/VV. 35 o 12 l'GP Pim
<br />-4 ,4? T/T ✓Oi vTS BEVERLY /J/ EXISTING UTiLITZES ARE PLOTTED FROM AVRILASLE RECORDS.
<br />_ _ACE
<br />_ - CONTRACTOR SHALL TAKE -PRECAUTIONARY MEASURES TO PROTECT y
<br />Q"lATEQ9L g _ _ • {T�h/J5 ofuNE INLET P/PE THESE UTILITIES.. CONTRACTOR SHALL DO NO EXCAVATION UNTIL
<br />S r. `, 'S'=%FT /G'� � /NST.4LL coNc onrEKT6R." . M/iTcf-/ cRoa/NS � .
<br />ALL UTILITY AGENCIES HAVE BEEN NOTIFIED AND BEEN GIVEN'°
<br />2"'!JL/CT/CE ZZ V 1 Eirr P, PE 'T" THE OPPORTUNITY TO MARK THEIR FACILITIES IN THE FIELD
<br />RLACe' w p PCC 5'h'APE SECT/OrV ROLL UP 22 %2 ° GLACE � I I
<br />aE os[aoETo ourLET I USA -(800) 642-2444. TRACY CALL (209) 836-1640.
<br />TO ORA/L' BL JC-G✓ALL c+ //4�FT. P/PE
<br />Dl/CT/LE
<br />GONG P
<br />I
<br />.- `
<br />NOTE: LATERAL SHALL BE EX, -RA S7ReEIV6'T/-/ TO 6,4AIIV
<br />S/ZE FQpT/OA/ SEI�/EP P/PE - W SANITARY SEWER INSTALLATION SHALL' BEGIN AT TETE DOS,'N STREAM
<br />ON5/TE S/yAIL CO/YFOOHTO-(/oG• GATGN 45/N-TYllOAL CONNECTION POINT TO ALLOW NECESSARY GRADE CHANGES PRIOR TO
<br />--- -
<br />II Q vo sc9cE INSTALLATION OF ENTIRE LINE. IF CONTRACTOR .;,';AILS TO FOLLOW
<br />-l/CT/GE lgoAl To ESE U3E.D & TRA.6 �7/ZiVT _ —h W THE FBOVE PROCEDURES, HE SHALL BE FULLY `RESPONSIBLE FOR ANY
<br />Ic EXTRA WORK OR MATERIAL REQUIRED FOR MODIFICATION OF
<br />.. - �l.J'.a"i. ! `��� 1y ,.' %"i < I'-� -, �,. e _ _, .. _, _ - - - --` — --- 4 ' \ > ,c c ",: r•., vara/ G ul
<br />WORK `(N THE .S=,E_
<br />..<.��T iZIGHT ext' WAY- IS SUBJECT TO THE .APPROVAL
<br />J III i AND ACCEPTANCE OF THE CITY OF TRACY PW _DEPARTMENT.
<br />Scale; l" 4'-0"
<br />-f L. 3S O'f "
<br />� I
<br />II rt �
<br />1`3AgA%NG ` AREA
<br />EX/ST 5ti I .HIS DOCUMENT 4AS
<br />IN
<br />- I I REQ:.iiRt-, I -i i r il d e
<br />t
<br />U0 1 ��' a .
<br />EX/5T FX/97 AC6Z11Z'x01A1a 14e / y1 y F p 'L
<br />.5/OS'P/TAL \ RAMP `_ �-�-'-� {sit ....._._�i� 6 = _ / .. / >✓i CG M t J
<br />___
<br />205 � /.
<br />II,f4- .�,
<br />EqU/PMENT ` : II �FFf ,kF- :p •-w....,�...-.,._..DAI
<br />ENCLOSURE I I . -
<br />- AL, - L GRANT L/NE Ro
<br />-- --- _-_ I _ ---- CONST CO PER STd, PLAN i!/O. 203 O
<br />C01VST4C/C7 /Q8/{�" SEh/ER ANo AB O/RECTED 9Y C/TY. O
<br />COA/NEC7- TO MA//V SER STO. PL.4A/ A/O- 203
<br />CL/T TO fG. -' /O.2 '
<br />(It -X/ST SUMP A" �' j Gop�JEG _ Q ° e A11E W Q
<br />G "CUR° TREiVCh'/VG RESURFAC/ANG' WORK SHALL CD/'iPL Y /-V/Til 5 TO: - PLAN S09
<br />- - -- ---
<br />\ OF THE C/TY OF TRACY.., ThE, SAME REAL//REME/VTS SHALL APPLY TO GORY a �-
<br />WA9//E!{ PCC PAo pNr - -- ---- �Ec>Q.cn< F -- -- -- -o I — ¢O -_ OAI-S/TE U/✓LEBS APPRO✓EO OT�/ERG✓/9E ' B) THE EU6/NEER. CAR[To wr
<br />al
<br />AC 9HALZ BE TYPE 4', //2`M4X AFTER TRENCH /S COMPLETED, THE TR/lCY CO/1i1L/V J —'
<br />SES OF THE T.QEA/CT/ SHALL BE SAND- SEALED A//TA/ ASPHALT OIL BEPEaCr PL. AJEM04/fiL
<br />SEE PART/AL ca�z ` Ca 3 60 POiY �r j _ Z
<br />PLAN T,z//S SHT. FURN/S S / ¢ /?LACECPN T4AP, OR �' ;AND.
<br />5xd'VA//LT �p,7
<br />ra/r/ ® f�OSP/T/aL 1 �Y I U�
<br />RCC. PAo E4>u/V LENT /Y L/YE TO CUNTv,N AVE
<br />T SEWER' G54S � I EAroN � , O
<br />P4C / 00 VTRACTGI4 ShALL OS7411/ AN ENC'ROACF/EMT .BERM/T BEF04E THE b W C F
<br />RAF dRA/NS TO BE I l / I I 9Ti>RT OF CONSTYIICT/ON ti/iT//N TIE STREET /� 0G✓ AN.o /VaT/FY C/TY pIll
<br />2 C. I. VENT PIPE U VbERC cCiiio TO e
<br />REROUTED AS REgLU/REo A14 LL, EXrENO 2 ` A80VE RDOF L/AE, I I �¢ HOURS BEFof?E START/NG di D Off Y Q O
<br />BY OTHERS. EX/ST Pv. C , SChEO• qp c :; - /�oVE G,4No i i2JH sTQEEr V
<br />HOS/TAG CONNECT SUr1fP sl " TO CB. w/ f C f/X/ 4 5h -- I I / s i/JEo /NTH STaEE-r (aus. 205> N .�
<br />Bl//Lo/NG' $EWER LATERAL f'/PE. S�PCL,. j viae 41Ch'/V FA'- -F. CHSELEd .dV. C01EVZ.Q COnfC- !/AULT A55YJ F[Ed..4Soo U) N
<br />- - ' L0 ;� O
<br />L
<br />a w t W"
<br />VICINITY MAP' TRACY COMMUNITY MEMORIAL HOSP. W
<br />No Scale
<br />II SCALE As -Sb
<br />iDRAWN R. L
<br />PLAN IDB
<br />I REV/5/D/VS AP,�O1/EO
<br />I
<br />-ZA/V 35.2/ TUL.ID, /986- Roo C6. 'it/ 2 JO arANS.
<br />SHEET
<br />-
<br />0
<br />l" = 20' ��� SATO qLE
<br />A 1 t
<br />e
<br />
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