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tlrfirctw tilgn-Ceelw.ie ►ll�rey
<br /> "gdvam�.d Cads Type MR Sls. I!!'r le" �•
<br /> ►oMs a wosAsrs � -
<br /> NOTE: (T'yp. All Lots)
<br /> ' - ' •P,nkerfon No. '4.107 Pr 1 - Unless otherwise noted, services to
<br /> ver th "Sa►�sito� vine and cover be
<br /> y SQergr an C'vrsr at center of lots.
<br /> 2• Services minimum of 3 feet apart on main
<br /> in /act line $ minimum of 3 feet from valves.
<br /> r ' P Grade Rings . C3 �� 3. All water
<br /> j Rerwctors •+ ` G��C G �r- �"X rtgv�r,ed. • services shall be upstream
<br /> �oti° I2': ° � L �lvr I Povd:rrrent FN valve in cul-de-sac. p m of
<br /> • - - ..c_- � � n trove/!ed Where not ��r
<br /> rD 'F.t.:ro" soil sodsnee /FiVJj: s' `•'. M H Cover C.O. Above Vf VC rC,.
<br /> four side. .,ruceu►oi orad. �rOut Ld�C/ G• a n O C/r''C �r-�-
<br /> Red+.aod,treated •� ��`1 1
<br /> Fyeelock or treat
<br /> .d •
<br /> Douglas Fir surfeoed t t /V�/n 'I ••. l- -
<br /> tour side•. • ° Sorg l,4r .
<br /> pretasf Reinforced /173fa// Scr�•; � • .
<br /> ` •� Corlcreta Cone ��s'�rcrJScr�•�
<br /> s ]► D i�g ry%/cd R ce
<br /> of 4 or
<br /> t� u Q r
<br /> 'o oro// faIn/ S S W S
<br /> TYPE A � ;
<br /> ■,.�__, r rr�pouna/ y�,� E R VillillillillillllllllIIIIIIIIIIII, CES ,vr
<br /> .:ejam- ✓ p! CAL 7
<br /> CodFleitlee
<br /> *31 SW-Cao Hwy,. ;n
<br /> END
<br /> O , S. G oI' t��/r� —�
<br /> Cosa w 31, arr Sao ` tl 'r [ QT Cewter M e•rriceds. ' �; .
<br /> ' 81ee—Calit
<br /> ' Hwy Code V
<br /> .. W31
<br /> - - - - j s . - 4 ' dio precast
<br /> lot u a- " Rcinforc�d Concrctc
<br /> e Set fionS o
<br /> nd Cones
<br /> • 9hn-Calif tfr.y % Qe0 ! - Con1rorrn1ng to t 5f�aes
<br /> Cod• Type NR �'
<br /> A5TM C - 478
<br /> :• o �.
<br /> CENTER REFLECTOR . ��. , ,?�
<br /> FOR TYPE "A" BARRICADEInd Mond 1�inish 5/op�a ad��r df w it
<br /> t - b- . p �t+• t3 �.• Asher • $ � - • . •_�• ' ' •'- ,�
<br /> NOTE": D . L • ; .
<br /> + �. ,� CJndisfurbed Eorfh wsrc� '
<br /> r smrrcisaft w be as wds es street tt/W i �llh !CC QC dir/ G h rC/ap/lon6
<br /> 2lto.rleees. 10 Er 4e.Me4 while f ! int Cab/ef T.Y•
<br /> aoeq of Yarerte► AeryO Rsen mesa 11 -
<br /> 6ar
<br /> ow a trcrrrOalrMs Mme►.
<br /> T Y P "B - X t(/1►'f/p O
<br /> " f^ "ASW " � SS
<br /> /��� 5lrecs C
<br /> • Set Ocsv�% 3
<br /> N at.
<br /> BARRICADES FOR JVo •c : u3C C/oss S' Concrefe for o!/ secf,ons.
<br /> Priiri4� S07//ar
<br /> l400d6
<br /> TERMINATING STREETS �-idea Sa�ifary Disfrc>: S.S. .t�lan�o%� - ' Sc�Q„a y s>.crpp� .yvu��
<br /> CC1. ficin
<br /> oto//�h� J�Ria¢r
<br /> SANITARY SEWER MANHOLE -�mom
<br /> VNDER
<br /> GRQL/Np UTILITY
<br /> L CACI p ly
<br /> LOCFORCOWMMffy
<br /> � ` Na, D/ `^!• .
<br /> 'Max.
<br /> �� � T/1r6O/lCty �r/7�9 /2 a/e" 1 Yo�ivb/c 6" Standard Frorne and
<br /> C/ear Ayr /as Corer Ass•mMy
<br /> �"Im � �t 5i rJe/vv/C A.C. •
<br /> •
<br /> SPECIAL .•':.• : •. �. :. : ; ,,: �. -: �- � . . .
<br /> WATER SERV I A e. P. C.c. . .� •
<br /> G E DETAIL •-. o . - 5; . . 0 . -. . .
<br /> r y �O�dG f/O/7 fjOJC /y,
<br /> Survey M4ruttieilf
<br /> ORDINANCE 79-1 Section 5. WAR SERVICE, RE(ULATIOhS Paragraph do and f. /Je ie4'y•`� • • 22 /a' Ba// q 5oi9or P v. c- Undisturbed
<br /> - 6ib°w Basement Soil
<br /> •.----- ! S+cG Nora No. 1) �re x 30" hon Pin with
<br /> d. A11 construction York ahall be inapected by an inspector acting for Identification Marks
<br /> Cost iron Frame and Cover — refer the District to insure compliance TYPICAL SECTION
<br /> pl ax�ce with all requirements of the District,
<br /> w Improvenyn! Standard Ala. C-6 No work shell be covered at any point until it has been inspected and Passed C ION
<br /> for acceptance. No work shall be connected to the District's facilities MAti1 P 1o"y o�c ' Swop%
<br /> 4p of pavement grade .56C No/�
<br /> the work covered by the permit has been completed, inspected and a
<br /> Precast reinforced concrete by the inspector. If the teat r Ppo<'oVed
<br /> proves setisfactary, the Manager shall, issue a
<br /> grade adjustment rings certificate of eatisfa�atory completion.
<br /> 2'. eq 40 fi &' sections •' 22 /t' De// l Spigot .p►!G, "�J
<br /> as required ' f. It shall be the,.-duty o,f the
<br /> Y person doing the work authorized b �'-
<br /> Y permit toQ-
<br /> .• ,. notify the Manager that said work is read for ins atlas. ' P.KG. w A
<br /> Precast reinforced - dot of the Y Pe It shall b! the Yd
<br /> • ram. `so Y person doing the work to ensure that the work will puss the tests - P. Y C son/tar II 3�
<br /> concrete cone. "= required by the Distriact before giving the above notification. SUR A
<br /> >w ti sary/�Q Cardio
<br /> All joints mortared and '• / I +��
<br /> bonded with mortar on • •� 1 4 ,
<br /> 1+1
<br /> both interior and exterior ONU
<br /> surface: •� . • �' Ibn '
<br /> r ., P�iQ y �6" Raised Letters
<br /> y wOadbrii/ Q �Oi7/1•pr O/+!Y//C.r• , //1J�7/��t. .?1'!l NO• U-8 \\��
<br /> Precast reinforced manhole �"
<br /> pipes, ASTM C478,ad 1 to
<br /> . M �y R` +• '•OF
<br /> (i`,2 Diam.proper aovatron.
<br /> 4' .ecttions as requred) 3 r
<br /> � t
<br /> SERVICE LATERAL CLEANOUT
<br /> Lowest
<br /> -
<br /> IL
<br /> � r .p � ,,� _f•� N.Ts •
<br /> I I ; J 2 3 1% . 1"x6" gale. nipple NOTES: Cover Lift =�„%M. one
<br /> I �•-1 -� Material, Coat Iron
<br /> f.---.— 2. Brass Gats Valve
<br /> Contractor may substitute lone radius P.Y.C. bend, if
<br /> 3. Customer Line available, for the two 22 1/2* elbows and 2' spool .
<br /> 1
<br /> 4 � rte- Close "B` Concrete for r � p I s
<br /> 4. Shut off valve a
<br /> base. fire-coat bo,. ' 2. Cleanouts shall be installed on all sewer service laterals
<br /> may 1H u:.d If a ? 5. Christy Box B-1.? W/Coag. Lid wgxLcR at the edge of the right of way as shown.
<br /> ppraved � i
<br /> Dy the Engineer. ,
<br /> 416* Support with Brack3. Cleanout riser and fittings shall be Polyvinyl Chloride 4. a
<br /> -ELEVATION (P.V.C. ) ; e
<br /> p P conforming to ASTM 0 3034 - SDA 35 With
<br /> �-- rings meeting the requirements of ASTM D - 3212, rubber
<br /> STORM SEWER MANHOLE
<br /> ! 6" Ololr!•fer �' 4
<br /> 4. Cleanout riser and fittings shall be of the same diameter pipe
<br /> . *NOTE: A r-6" *a=*#@ cone may be wed if a as the service lateral .
<br /> ppared by Ih• EnQiI!•eK i
<br /> SECTION A-A
<br /> NO. DATEM NU
<br /> SUR Y M NT
<br /> REVISIONS 9Y
<br /> DESIGN DRAWN B,, APPROVED FRAM BI . COVER ASSEMBLY ,
<br /> S A U M B A C H & P1 A Z Z A
<br /> sueMrTTEo eYCIV1 L E IV G I N E E R g _ -_
<br /> SURVEYORS 8 EAR CREEK T-ERR SHEETOOF
<br /> DOTE 3>rx3 W. ALM 9T. LODE C A � � _.
<br /> SAaV JOA IN.GUUNTY pIAECTOR OF PUSLiC W01�1[S 9Ci�4Q r ALIlR. DETAIL SHEET
<br /> UNIT
<br /> u f T
<br /> "�: �las�-ae■-s��■ V !. ! I Q, 3 JOB Na. a67B
<br /> SU90iVISiON IMPROVEMENTS FILE
<br /> NO.
<br /> /' •7nn
<br />
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