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Cade Type!Ht sin le'■is' I . .NOTE: (ess- All � )
<br /> . . Unless otherwi Lotsse noted, services to be
<br /> `aMe all wasters
<br /> at center of lots.
<br /> ;_ + -Plnkerfon IVO. A•107 Fro0MC and Cover
<br /> { 2. Services minimum of 3 feet apart on main
<br /> vvith "5onitviy .Sewer an Cv✓or' Line & minimum of 3 feet from valves.
<br /> 3. lreCll be upstream of
<br /> FHvalveincul-de-sac.Grovf in ploCC Cy rode Rings . os
<br /> CaircresI� 4�x required. L�r
<br /> • , Go/%r
<br /> '"% 100. . I vernenf Where not
<br /> 1n travelled w*V, leave
<br /> ' Reflscto►s eywwieMicady � s ��r � •
<br /> paced ,r= O.-C. L s dodo M N ,cover G'' obove s'
<br /> /'twit. 40• G " no#urol ground
<br /> z'A Go sel•at epee God B'dom 01-0/4y,larr "' gore'fq• d
<br /> + Dnglar Fr su►fu+uw structWGI grade .� lsEvo& A 41 I"1 //l X 10///C gCr�ri • •• -� - CH+OiK
<br /> torr sales, Rodwood,$rooted ; /• O L pl�ft p/ �� DIC/y!SCrY/GCS
<br /> d ' Reinforced
<br /> Precosf R infor
<br /> t%rr+Iacik or treated • C y/1
<br /> Douglas fir swiaced 13 s . Concrete Cone It of
<br /> four owes. t •d '
<br /> w
<br /> _ SS e4 w
<br /> SERVICES
<br /> a T Morfor of/.Jo�n� T ) S .
<br /> M oirs� Co�rrpovndy��. P I C A L L O T
<br /> TYPE A
<br /> ENDReft wome Sqn-calif. Hwy. V
<br /> Code *31, 30' Site 8100-Cat i f V np
<br /> Center ow 9arriceds.
<br /> may code �: • 4 ' dio precast
<br /> _ We1 r s . RG1n&reed COnCrefC
<br /> 1101 ` J -A 5er(ions and Cones 5ireas
<br /> - - - - - 1 con4prming to
<br /> SPINQ s riv, C - 4 7e
<br /> sign-Calif tf.try
<br /> fads Type !MR ' �/r� T,► .-CQir/h
<br /> .4G..C JJ • .
<br /> 'fe hr
<br /> 1-40nd finish Slopes
<br /> CENTER REFLECTORIra
<br /> FOR TYPE A BARRICADE -
<br /> '° 0 s+ V 11rO1E,+ '1 T6/dpho�Q
<br /> • Undisturbed Earth fee �cdi��s '" cae/d r.r!
<br /> }
<br />
<br /> \,` \� ,� 7111z 6¢s
<br /> € . worer 5!rriu
<br /> y/►TC ; E�t�rsion of ys „ c -Aiorsr
<br /> rc�+s trot" o h�,3 - - 5ee petal;, 5.ft
<br /> 1 BorrN:o.i.. w r>.an.reale ft sorest tvw - -
<br /> t f Tleeeee to M peew4 arse rein* 2
<br /> poets Alo-
<br /> of JV@rim Ahyd Rasm It-01see
<br /> fnrrne�a.rr a een,patiale ,rosier. T Y P - O-'
<br /> v S corsda Star�7;
<br /> Note : I)Usc C1a91 'B ' ConerCje for o// secf/ons. }'
<br /> BARRICADEBARRICADE2 FOR (wovddridys 5a�ifarJ► !>islricf 5. S Manhole
<br /> 21 T ,02E 1 N�,,M41aZ F fa hdve ecce/1�idole comes:
<br /> TERMINATING STREETS_
<br /> Sear C*"21110"t
<br /> T Y p E I ai►to!/ this JAWCOL
<br /> SANITARY SEWER IN
<br /> UNDERGROUND
<br /> UTILITY
<br /> MOM
<br /> L CA - ON
<br /> 120
<br /> �0ia or Sq.
<br /> P5' t 30' R/w) t 1 Standard Frame WW -
<br /> G•Msx. 6• Cover Aiwr.My
<br /> /2 �/a� t Yoriab/G
<br /> ThrCv eAV' 10rv+lo .-. AIC.
<br /> WKEFORD COMMUMM
<br /> C/eair-O�r P/u� y
<br /> R
<br /> P. C.C. e .'• dodo rte' • • •
<br /> SERVtM A- 0.
<br /> S P E C i A L WATER SERVICE DETAIL Ch1«�y r-/ Prolac 1`i0n fox .Y/ sem►
<br /> !� GArJ9 ty -2/� Goncrefes t.i4
<br /> Undisturbed �•s x 30a Wan Pin With
<br /> Basement Soil
<br /> P t!G 4/SGJ, �Bil9t/I 22 %2' Bal// S,P�-fo1 YG. ldantificatia► 110401`111Z�e Req•a' - - /ba t 5c4c NaM Nn- >)
<br /> ORDINANCE 79--1 Section 5. WATER SERVICE• REGUTA`.1'IONS Paragraph do and f.
<br /> TYPICAL SECTION
<br /> d. All construction work shall be inspected by an inspector acting for
<br /> the District to juaure compliance with all requiroommts of the District. z ' Gory '_VC . 5,000/.
<br /> Cost iron From and Corer - refer No work shall be covered at any point until it has been inspected and pttieeed < see Note J✓a. r )
<br /> to Improwement Standard No. C-S for acceptance. No work shall be connected to the District's facilities until _
<br /> Top of pavement grade the work oovered by the permit has been completed, inspected, and approved
<br /> by the inspector. If the test proves satisfactory, the Manager shall issue a 22 /Z
<br /> Precasl rsanforced concrete certificate of satisfactory completion.
<br /> igot P✓_ c. /y/�
<br /> //
<br /> prods adjustment rings
<br /> i- A !�� SUR ' A
<br /> 2 3", 4' 8 6" sections _l f. It shall be the....duty of the person doing the work authorised by permit to ¢S/ P.Y.G. Wye
<br /> as required '+ notify the Manager that said work is ready for inspection. It &hall be the Y 5cti-cr
<br /> duty of the person doing the work to ensure that the work will pass the taste
<br /> Precast reinforced F+ iii ua
<br /> concrete cone. N required by the District before giving the above notification. ONU
<br /> Ali }Dints mortared and `w ' Is Raised Leiters
<br /> banded with morlor on
<br /> boat interWr and saterior
<br /> LLrf aces.
<br /> SERVICE LATERAL CLEANOUT
<br /> Precast reinforced &eNote • - .J'yi' -�.( � •l r•.1.•i �'?,.` .ti ,r1 Cover Frame
<br /> pipes, ASTM C478,adjust to • 4'-0' D+am. . ; ' -
<br /> �oper etevat�ar► 0%2,3`, B . $ �' .li ��/� — Lift
<br /> __.._.... - dodo-:.._,..__,_._._.._,..._.__...._-._..
<br /> 4C sections as re iured� �—��; La�.est �. } s� �•� % N.r S.
<br /> Y f _ f Holes ! �• = Material Wet Iron
<br /> �_ 4*% 5 1. 1"X611 gaiv. nipple NOTES: f �-
<br /> `" f 3 2. Braes Gate Valve 4 N
<br /> 1 . Contractor may substitute long-radius P.Y.C. bend, if
<br /> • ,,�..._,..�„ t ___l_ iavailable, for the two 22 1/2" elbows and 2' spool .
<br /> 3• Customer Lane -•'•'
<br /> POP- 4, Shut off valve 2. Cleanouts shall be installed on all sewer service laterals
<br /> Clot" i � y , •
<br /> ClConcrete for �. N
<br /> base Pre-cost base '� i ? 5. Christy Box B-12 W/Como. Lid WAz7 T� at the edge of the right of way as shown. 4
<br /> mry be used it approved •
<br /> by the Engineer, b. Support with Brick 3. Cleanout riser and fittings shall be Polyvinyl Chloride __., !'
<br /> dodo— (P.V.C. ) pipe conforming to ASTM D 3034 - SDA 35 with rubber I;' b• Dion or 4
<br /> rings meeting the requirements of ASTM D - 3212. ��
<br /> ELEVATION F
<br /> _..�
<br /> 11 1STORM SEWER MANHOLE 4. Cleanout riser and fittings shall be of the same diameter pipe
<br /> as the service lateral . SECTION A�-A
<br /> NOTE; A �-6' acmes# cone nwp be vmW If approved by ttte Enpteeec 1
<br /> RV Y bd2NUMENT
<br /> FRAME Bl . COVER ASSEMBLY -,
<br /> NO, DATE REVISIONS BY DESIGN DRAWN BY APPROVED r� z a� .•
<br /> t BAUMBACH & PIAZZA SHEETii OF A?
<br /> � . 3 BEAR CREEK TERRACE
<br /> CIVIL E
<br /> NGINEERS DETAIL SHEET
<br /> • ,108 NO. "7gSUBMITTED BY ti SURVEYORS UNIT NOr 3
<br /> 323 VV. ELM 9T. L001 , CAL11P. FILE
<br /> 815240 PH: 209-368-main SUBDIVISION IMPROVEMENTS No.
<br /> R.C.E. onTir SAN JOA NOW 14 UNTY DIRECTOR Or PLISLIC WORKS _
<br /> 4- 7RI7
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