|
Cost iron Frame and Cover — refer
<br /> GENERAL A 107rES : 'fop of pavement grade � to Improvement Standard No. C-5
<br /> /. THE CONT/eAC TOIL c5HAL L BE RESPONS/BLE
<br /> FOR A L L PE/�M/TS AND L/CENS ES precast reinforced concrete
<br /> REQUIRED FOR THE CONSTRUCTION AND CO/APLET/O/V OF, THIS RA'OUECT. grade ` adjustment rings �x r -0 o
<br /> 2", 3', 4 8, fi' sect+ons _
<br /> 2, ALC 11�iIPRo VE'MENTS TD BE DONE SHALL BE /N ACCORDANCE W17-H THE �('EQUIRE-
<br /> as required
<br /> 2'-0., E
<br /> MENTS OF THE SAN JOAQU/N COUNTY DEPARTMENT OF PUB1-/C I/VOI'?KS c5TANDARD Precast reinforced pit-' am t°
<br /> concrete cone. ► N
<br /> SPECIFICATION 5 _ SAN JOAQUIN COUNTY BUIL dING OEJ'ARTMENT, AND THE LATEST
<br /> EO 17-/ON OF THE STATE OF CA C/FORN/A , DEPA/ZTMEN T OF TRANSPOIeTATlON J All joints mortared and ,+
<br /> STANDARD SPECIFICATION banded with mortar on N
<br /> both interior and exterior '. . 5" y W
<br /> / T /,5 T /rENDE17 THAT THESE PLANS AND SPECIFICATIONS REQUIlt'E. ALL LABOR surfaces- _; •.
<br /> 3. Q W
<br /> AND MATED'/ALS NECESSARY AND PROPE/e FdR 7�E WORD CdNTEMPLATED AND Precast reinforced manhole aku
<br /> OR 8E COMPLETED IN ACCORDANCE WITH THE/le TRUE INTENT pipes, ASTM C478,adjust to 4'-0° Diam.
<br /> Tf/AT THE !fl! K proper elevation. (l',2',3', a � fV �
<br /> THE ENG/NEEIe I MMED/A TEL V 1
<br /> AIVO PURF05E. THE CONTRACTOR SHALL NOTIFY Y 4`sections as required.) Lowest &"57-EEL WATER
<br /> AN D/5C EPANCIES AND AMBIGUITT/ES WHICH
<br /> NIA EX/ST �< ° W O LOCATED l2`EAST
<br /> REGARD/NG Y R I<
<br /> / NS THE PLANS OR SPEC/FICATION5 49E`' 145E > i 0 _J OF Rlw. 1�
<br /> l!V 7;YE PL AN OR vPEC/F/CAT O /F r
<br /> 1 O 1�' 4"STEEL WATER
<br /> PORTIONS OF THE WO/eK IN GEI�lERAL TEEMS BUT NOT /N CDMPLGCTE DETAIL - �
<br /> /T 15 L//VDERSTQOD THAT DNLY THE 565T GENERAL PRACTICE !S TO PRF VA/L —__� I I ( I D
<br /> AND THAT ONLY MATER/AL 5 AND kyLgRA-A4ANSH/P OF THE F/R�5T QuAL/TY ARE TO BE U56D. 4N� Class "B" Concrete for P OF w_ ) IIW I I (�, CONSTRUCT S. D. M.H D#,2
<br /> base- Pre-cast base I I GO 0� I PER s. J. CO. STANDARD
<br /> IVT A O To PROV/DE COMPACTED PADS FOR BUIL DINGS moy be used it approved I G H A R Lr S I I / FURNISH AND INSTALL /2"S.D. P/PE, I+—F P
<br /> ` ` `� l�O. C-/� SET TOP RIM
<br /> 4, SU/LD/N� PADS CO R CT R iI d 0 I I I STREET` \EEE
<br /> by the Engineer. II
<br /> Cy�PADED TO THE ELEVATIONS .SHOWN ON THE C7RADIN6 PLAN. � � Q� i(•� � A.C.PA VEMENT CL• IZT RCP. SEE STD PLAN NO. A-7 I 2�0. 00. 6619;1 _e)
<br /> I I I FOR TRENCH 6ACKFILL . I STREET NOT (-,.-VW
<br /> V
<br /> 5
<br /> ALL COMPACT/OA/ TESTS TO BE PA/D FO/� /SY THE CONTRACTOR . ELEVATION I Ip Raw I f� _ CONSTRUCTED
<br /> STORM SEWER MANHOLE ExlSr. -• � 8 ss — — _.._ �. J � — — � � � — — .--- � � � N
<br /> (o THE CONTRACTo2 SHALL VERIFY LOCATION D1= ALL EX/STING UNDERGROUND I — — — �
<br /> HALL CONTACT THE RESPECTIVE UTILITY C6,44FANIES Pe1oR 5.S.M.H.
<br /> uTlL/r/Es AIvD �s 12"xz3'sD (sEEc-/J �I
<br /> TO COMMENCEMENT OF WORK. /-/E SNA LL BE RESPON5/6LE FOR THE LOC.19TION TYPICAL STORM
<br /> /N THE AREA OF CONSTRUCTION SEWER MANHOLE �� � - - -- -
<br /> AND PRESERVATION OF ALL SUCH FACILITIES {, DI I I I
<br /> AND %5HALL NOTIFY L/T/L/T/ES TWENTY- FOUR C24) HOURS /N A0VANCE OFANY °� I R w I --- — --
<br /> CE LE - 800 Ca42- 24 4. COUNTY ^v� SAN JOAQUIN 'i ��. I Backfill on mCterisl equal ro or ( � l I EXIST. 5.5. M.y EXIST. C -"
<br /> CONSTRUCTION. (UNDERGRoUNO SERV! ALERT DEPARTMENT OF PUBLIC WORKS ��.' ,eller thou the existin avement S STRIPDEDICATEO
<br /> �O in quality and thickness. j� I I Tb SANJOAQUINCOUNTY
<br /> 7. CONTRAC TOR 15 RESPON5/BLE FOR COORDINATION OF THE REMO VAL A/VDlaR rr. e.° ' �`°"°` er �� I
<br /> 7-z� ga G� F Existing P;,vement I I
<br /> RELOCATION OF ALL EX13T/NG UTILI TIES W/TH leESPECT/VE UT/L/aY COMPANIES. �(G �. I I F
<br /> APP OvED BY I PLACE S'O ,S-NO, OF
<br /> ROPRIATE DU.5T CONTROL SHALL BE PROVIDED FO/� THE �� I _ �_ I 1
<br /> DUST CONTROL APP I I o -{ _ S Compact in t2"max.foyers I -
<br /> 8, i HE M. HIRATA °t• hQ. W__
<br /> ALL EV/AT/ON DR PRE VENT/O/V OF DUST NUISANCE A T THE CONTR'ACTO/e 5 EXPENSE, w.rr° or Pu t, w°Rw - -� CE"Min. �_ to a mi re�otive carr;pact�n F//�/!SH G�4,9�%
<br /> STANDARD No. C-1 (Typ.) W _ of 9514 under poremertl and ��"/STING
<br /> e*j
<br /> THE CONTRACTOR OHALL BE HELD RES�/v5/BLE FO/? ANY FIELD CHANGES MAGE — outsiders,and rs. --
<br /> 9 outside shoulders.
<br /> WI THOUT AUTHOR/ZAT/ON FROM THF CIV,/ E�lc�f/1lEE.� , NOTE : A 1'- 6" concrete cone may be used if approved by the Engineer. p -- —=
<br /> c - Compocl in 24"max.layers 3`t0 S/
<br /> lQ. THE CONTRACTOR SHALL PROV/DE r9LL L /GHTS � SIGNSJ BARRICAIOES� FLAGMEN > '' to a minimum
<br /> OR OTHE DEVICES NECESSARY TO
<br /> PROVIDE F01e P[/BG/C SAFETY. p• — ret�+'ive compaction _ t�l/l3TER �(//d�3 /N
<br /> � of 85�/o. -
<br /> ll. C4N9TRUCT/ON CONTRACTOR AGREES THAT /N ACCORDANCE WITH GENERAL ACCEPTED o1 - Com00 in{6" layers
<br /> CONSTJPUCTION PJ�ACTICE5� CcaNSTRUC T/ON CONTRACTOR WILL SE /REQUIRED TO NOTES to a minimum -� U/VDEFt' /Z �© L,F DA/ /Y,
<br /> to" v fl. Iv 4"MII✓ cLEigR,l
<br /> M,r -- Min relative compaction STA Tr /-�E�aL�TH ST/J5, i9PPL�!
<br /> ASSUME SOLE AND COMPLETE RE5PON5/81L/TY FOR 008 SITE CONDITIONS DURING' A. Relotive compoction of materials shall be tested by the State of California, 0 Dt20" Min of 90�' SEE SAF_CS.
<br /> Dept. of Transportation Testing Manual, test method No California 216 or 231. STOW/7 SE�/VCR
<br /> THE COURSE OF CONSTRUCT/DIY OF THE PROJECTS /NCCUU/NG SAFETY OF ALL 2. All existing pavement shall be neatly cut to line prior to trench excavation, A
<br /> PERSONS AND PROPERTY j THAT THIS REQUIREMENT SHALL BE ,MADE TO APPLY 3. .felting or ponding will be permitted wrfhin R* street Right of Way with 3 year bond.
<br /> CONTINUUU1SL Y AND /VOT 8E L/MITER TO NORMAL WORIrIN6 HOC/�S� ANQ C�+1/ST- 4. When shown by $at composition and carhpaCfibillty, ninety percent (90%) RIGID CONDUIT
<br /> corr,poction may be used, when approved by the Director of public Works. �-
<br /> RUCTION CO�lTRACTDR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD S.T CO.
<br /> DESIGN PROF ESS/ONAL HARML ESS FROM ANY AND ALL L/A8 IL ITY, REAL O� SE W�� `- Wj�} TER C�'O SS//�/G DFT�4 /L
<br /> R« n6.0 !�aAPfor°I Q,
<br /> ALLECaEO� /N CONNECTION WITH Tle
<br /> HE PERFOIeMANCE OF WORK ON THIS PROJECTS TYPICAL TRENCH BACKFILL Ivo SSG
<br /> ._. ..._._ _ _
<br /> _. ....... __.. _
<br /> ....
<br /> - _ _ ie _. .... .. .. ..... _.
<br /> _ _ - -
<br /> a _ ...
<br /> _ _ _ - -
<br /> .
<br /> _ - _ - — .
<br /> _... .. _ _
<br /> _.... _ — - —
<br /> / ..._ Q
<br /> _ _. __ ....
<br /> 79 -
<br /> _. _ _ _ -. _ _ ... ... _ _ _ _ _
<br /> _ ... ... ._ ..... .. _. ..
<br /> 1.3.
<br /> - _ m -
<br /> :. _
<br /> ...._ _
<br /> _ ...... _ _. .. .... .....
<br /> 4
<br /> - _ _ w :::::: - :: ..: - - _ _:_ :: ::.:: _. _ _. ::: _
<br /> _ - _
<br /> _ _ _
<br /> _........... _ _ _ - _ W. _. m.. .. ...
<br /> _ - _ .
<br /> _.. _ ... _ _. m T _
<br /> ---+=
<br /> _ ... _..... _ _.... _............. ....... --------- ..... .._ ............ .__ ..........-- _ ......... _. ............ _...... ..... _ ......_.. ........... _ _....... .. _. ... ,.... _ _......... ...._ _.. __..-- _....__ .............
<br /> _........ w_....._... _ ... ..... _ -- _ _ _ _
<br /> _ - -
<br /> _.. .....
<br /> ..........
<br /> _ _
<br /> _. ....... . _ _ ... .
<br /> .. - ... ......... .. _ _ _ .... - ....... - _..
<br /> _..... ..
<br /> _ __ __ .......... ..... .. ...
<br /> __ ....... ... - _.. _ ... _
<br /> _........... _........ __._......... - ........ .._ ..._.... ......._ ........ . _ __ ...... ..... __. __ .... .. _ ........._ ...__ _ .. ............... _ _.._ ...._....__.. . . _.... ... .. ...-_._...............
<br /> _ .... .......... __ _ _ _ _ _
<br /> _ _. ......... _..... . _... ......_
<br /> _ _ _
<br /> _ _. ........: _. . _ .... ..... _.... ...
<br /> - _
<br /> _ _.
<br /> ........... - -. .,..,. _...... ......._ ._.....,....,..., _.., ...,.....,...._ ....,. ....,. ... ....
<br /> .- ._ _..., .. ..... ......... _ ....- ..... -- .. _ ... __ __ ..... .. ... ... ..... - -, -., .... .... - .....
<br /> .. _...,. __........_ ................,. ...,.... .....,.. ._ ..... ... .... ...... .... .,. ..., .. - - .. _ ..... __ _ _ ... .. .... .,... ..., ._ ..
<br /> .. ... .... ._ -
<br /> ..., .. .... ..., ..., .... _, .. _ - ..,. .... ... - ..... _... --- ...� .. ... ._ ....._ ...,. ..,.
<br /> _. .....-._ _.. _. ..... _..._..._ ._.... .... .-. .........._ ..,,......,. ... _ ... _.._ ..... ._. -.._- .... _, .__ ._ ..., .... ..._ .. ... .., ._, ..,. ..., ._ -_ ._ - _ .. ... ...... ..... .... .... ..... .- ...� .... --- ....
<br /> -. d-.w.._.._ .,,.
<br /> ......... _-_-• __ ...... ......... - ...... ...........« _ _ _ _. ., -
<br /> ._ ._......._ ._ -_ -....-- ............ .. .....,........ ....... ., ... -_ ..... _.... .. .......... .. .. ... ..... - .... ..,.. -. ..., —_ _- _ _ _ -_ - - -.._ _ .,._ -- - - _ -
<br /> .......... _.............. ...,....,.... .._....,._ ...........- ,_.............. _
<br /> .......... _. .,...,... - ..- -- .._..,..,...._.. ......... .......... ...... .... _- ..... ... ...... ..... - .. _.,... .... ... - ..,. ..... ... ..... .., .. .... ..,.. .,. _ - - - .., ..., _ .,... .. -
<br /> ....,. ..... __.. ...,..,_ .,....,... ... ..,_- ..... .... _- ._.........._ _ .. .. .. ...,- ... _ .... .... ... _-_ _ _. ... ...,. ..,.,. _ .�. .... _ _- .. ... ..
<br /> _......... ..... .......... .............. -. _ ,...... .-........... .........- _.._.__. .. ..., ... _ ....... -. -- ... .. .... _
<br /> 41_
<br /> .......... .. ....._.- ...,..,.._ -..._.._. .. ........... _ ...,...,... ._.........._ ..... .,........... _-.. .......__ .,....,... .......... ..........._..... _ .... _. /y/r .. - - ... .... ..... ._ .._, .... .,... ... ... ...., ,. .. ..... ... -_ _ ..- .... _. -_.. .... ............. - .... .. .. ....,
<br /> ........ .. ......_. .., ........... .. _
<br /> ... ...,._. ............._. .... ._ ........... µ W -. . mm_.............. _ ....... _,.........,.._ __ ...._.. . _ _ _.,........... _ _ _.,............... .__....,.... .
<br /> .... . .. ........:.........._- _ ............ ...........,. _ _.....,....,.... _.............., _ _ ..,.......... _ ___...,...,.... .v ........, ....... ......... ...... _ ............ __. ........__.. ....,....._ __ _...-.,..........
<br /> LIEEEJ
<br /> —I L001
<br /> _.............. _ _ a -
<br /> _ _ _.. ......... _ . ...... ...,.__ _ -._... _ .._.......,.. .......,. _........... ..._. _.
<br /> _..........._ _...._ _ _ _ . ............ _ ........,....... _ ., ......... _.,.... .. ..... —_........... _ .. ....., ..._ _ ..,......,. _..,....,..... _ _ ..,.. .. .... .,........ ... .....,............_ ._..,.......... _,,... _...._.... ., .. .....,........ _ ..... ...,..._ ...,.......
<br /> ..
<br /> i_ rl:1100111:
<br /> ... ...,. _............... ..,. ...._ _.. _.. .. ._ _....,...., _ _,. _._ _ M - _ _ .., ..,... _............,... _,..,........., ._ _,...........,_ m _—_ .......... _ _ .,......... . ..
<br /> _...,......... _.............. _ ...,....,... m _....,.,..... _.............. µ ._.,....,... __ _., _. _ ........... .__ _ __
<br /> LLILL
<br /> _. _
<br /> O / 2 3 4 5 6 T
<br /> SHEET
<br /> REV. DATE DESCRIPTION By APPS E L E V FIELD BOOKS SCALE
<br /> s 22 r% BENCH MARK Prepared By ,� 3.��-93
<br /> DESIGNED BY DATUM : H= i11 1 V- 111= 4' EARNEST F. SMITH
<br /> PLAN & PROFILE c-p
<br /> DESCRIPTION
<br /> OF
<br /> DRAFTED BY: 4 � JOB AVO. a ASSOCIATES INC.
<br /> CHECKED BY= g f Charles Street 2
<br /> JL Earnest F. Smith , RCE i5372 , Exp.3/31! Date DRAWING No. 424 JEAN AVE. , STOCKTON , CA 95207
<br /> Telephone : (209) 473 -2253
<br /> Ct7STOM PRINTED SLEETS BY AT>_A5 -
<br />
|