Loading...
HomeMy WebLinkAboutS_5255_S. --·- -------·- f .. ::: ... --·- -.. -.· ... -.~-· .. ... -·i·-·-·.: : :!·:"· • ;·.,.-..•• ...... " · .... _··:·_ ... -.. - ... ---.. ·-..... ·--··-·•·-·-.. :::--·'-. :... ..-.. -·-•··· -. - .... --·····-.:.::: .::-_:: ._:::.:.:- .... w w ar:: . .. . .... "'"'"' """" .. --··· -- -·-4 . .. ... -·-•· .... IX) II) H "! ~ ,,. -~ v, 0,,, ..,. o-QJ ·$-811) QJ + ;! 0 -z..., _-· __ - ------. -----.. ,. .. ___ ···-· -·..:,_ f-._7_:: .. ::::: .__ :. - - ---·-·-- :·--~: :-.·; ;~ :i::~; ._ .. _· .·.:" -- .. _ .... _. .... :::: ... :.:·.:: ·:·::: .. :: .. ::· .. ::····"· ... --· ......... - .. ·: .................. :-.-·.'._"•·:: ._.. . ...... --:::::::-.. -+----_-·_i -•.•• C-.. - ------- --·--.... "" ...... -- --·-- ---· ... '""""""' ......... -.-.... -.,... ....... .. .... . ........ ··"""" ..... --1-'•""· -·-·· -·--.... :;;:·::.i:=: -· :--: .. • • :.::-_.;-.:--+ ----··· ---~ :· ·.:1: . .---: .... ::.-.·. " "" ... .-.:: :: :.:·:~~;,~~ ,,_:;: ... .... -... _ ... ,. "'""'" ~-... __ .,_ • = ._:::f: .. _,__::_ -------... " """ '" _:-91-_:: " ....... ·• -----·---...;.... .. ·~·-···-+ • ..... -:. "· -f.·. -·: .. t·-·_·: •. i"." ·: ·: ·:·: >·· ·--.--:-· .::.-:-; -· f.~·· • •·.--..... '"·.--·:··:r·........ : : ..... --·-- • " -.. : .. :.· . :.-::. :: .. -···-- __ .. ::::·-+-!-· -.-.·.-·.::::: ;_-:.-:_ ... -;.-, ,.,., •• _. ••• --.. _ _,__ .... ----•• -. •· ... ... Cl) ar:: :::) z M: 0 0 ar:: m \ ~o+gif>,73i".28 E 1481842. 12 52' ...... l 00 @] Im @ III lli] .GASLINE sewERUNEFM CMILETVUNE POWER POLES SANITARV.SEWER -. ....:. """. ·-:: ----. . .~ "" . " ··-·-...... _ --·· • :;: ,_ ~· ;·:,::;:~ ·:::, ... :.:: -·· .. -··-··- ---- nh· .. -·--···-·-..... --·-··+-·· -·----t-"--.................. -...... . """'"'" ............ ·-···· ... --·-- """ .... ,-·-· . --- - --'1 ·.:·· •·_·::.:.:., ,. ---::r--.: .. • .. : . ·.~ ... ---1----,-- .. .----... ·:.t-:-·:_ ·:·~, -• -,: .. :-t-_r_ ·.:;:_;: ~ -.-.----!--- 8-31/2"00 3"$Tm£1.. 4" PVC and fl' V.c.P. CABLE 36", 48", W. 84" ANO 120 RCP ' ---· ----+ " .. --. ::~:t.-.--·.:. 7-·:~·. : ..... 12 + 00 • •w~•---~ ••--•"'-'" ~ +C OWNER • PAOIFIC811.1. SO. CAL GA$ ~ANY CITY OF NEWPORT PARAGON CABLE S'l'S!l'l!M 80. BAL•e01SQN COMP.Ari1¥W QAAN8E OOUNTV SANITATION ~ -- ··-· -. ·----•'---···----· ·-" ""' ----.c. .. c --· ----·-· ..... , .......... _ ··-·-··· "" '"t"""" -..... SANrA ANA /i'IYER le'. tJ. Jv. I.IHff 15 + 00 - - -·-·--·-· . --·::. . .. .... ... -- _ _j -----• ·:t·;-.·.:. · ... :. ::::.:.-. .-.. '"""· •••• ::~:./::-!-.::::::~;:~:~:::-~::::::~ :.~·::::-.-;:·:·._ ·: • :··.:--:·--.i· ... CONJTRUCTION NOTES UPON COMPl.l:TION OF PfiASE1 CONSTRUCTION OF THE BRIDGE ANDl'FUOR TO PHASE 2 TRAFFIC CONTROL, CONSTRUCT PHASE 11 TEMPORARY 4-INCH CERTAINTEED YELOMlNE RESTRAINED JOINT P.V.C. SEWER FORCE MAIN. SEE SPECIAL PROVISIONS SECTION F- 39·2· • ' CONSTFIUCT PRESSURE MANHOLE PER DETAIL 2 ON SHEET 47. CONSTRUCT 24-INCH ACCESS OPENING IN BRIDGE DECK PER DETAIL 3 SHEET 46 . CONSTRUCT 4-INCH CERTAINTEEDYELOMINE RESTRAINED JOINT P.V.C. SEWER FORCE MAIN. • CONSTRUCT 4-INCH CERTAINTEED YELOMINE RESTRAINED JOINT P.V.C. SEWER FORCE MAIN INSIDE II-INCH STEEL CASING WITHIN • BRIDGE PER DETAILS ON SHEET 46. ' CONSTRUCT PRESSURE MANHOU: PER DETAIL 1 ON SHEET 47. PHASE II, TEMPORARY SEWER TIE-IN. CONNECT TO EXISTING 4• INCH P.V.C. PER DETAIL 7 ON SHEET 47. INSTALL Cl!RTA-LOC 45 DEGREE SWEEP ON PHASE ll TEMPORARY SEWER FORCE MAIN INST ALL UNl<'SEAL CAslNG CI.OSU~. SEE SPECIAL PROVISIONS: INSTALL UNK-SEAL WALL CLOSURE PER DETAIL 4 SHEET 46. 0 f $CALE IN FEET OMIII CCMWY ■MIIIP?Pll'Al 1111.11 I ff t ICY :·•-:·.:·.:.:-i.:::= 111~11..-•_. ~ __ 4 ' • ac t• • -~ 1 J 11 . ■ • a, 111 a• ifiiiWI • HAMILTON AVEHUE / VICTORIA STAEET _ . ~ _ li.1C -• 4-INCH SEWER FORCE MAIN RELOCATION .... • .. • " • .· ~. • • CGl..,_ffl:I llnlQtnatlnl I ard'lft!IIC:1t11 • l'UILIC WIIIIIII D111ECTOII • · ••· • . · 12 _ , • A. .. 17 • __ ...... ._ ____ , STA. 12 + 48 .00 TO STA. 15 ,.. :'00.00 lli\1'1 g~,~l!l • . -=·....._, fr.~~-~-!!::::;~3!996~9!.,_ ______ ........ _iii.i'ii:"·---f:=+-=-+...,---------··---:Dl;;:;,.:;.:_:-"-------4:=f.&ar·=:;ir===l--:::-:-------:-·---:--------,-•·,.::• ____ .f ... n 11.e.c. • n •· ..., 'iii'iiiB' . . -~_-__ · ~. ~-t.11.._,_ .R""-._ ' • • . . ,,. z-,:1...~ -"' c,un ,... M.J.s. M.SZ.IL.R.J. an a, lll'llfOIJ ... _,., &U. _____ •--o,---C'ICl"TD Mff •• • ,1VJ/'.IJO . 46214 . .. ,.._ .. _ _; CS . ', R.T. • U/5/IJO PUIU' ... NrMtW -43 • 47 . . . . .. """" .... - --·-·~ . ·-·-·+--····· J " --"'···--,_ • ' • ---1 15 + 00 } -0 0 ~ • 0 0 "' + . ~ lo ~ ~ . •• ~ ~ "': IO o-z . I-~ ILi(/) ILi :c IJ.I 1/) z ILi -ILi .J . 1/) ~ ::i::: ua ~· ::E - It' lit.; ii-~ ~ is '-'I ~ \JIIUIJES [!] TELEPHONE LINE [gj SEwEALINEFM [!] CABLETVUNE [£] POWER POI.ES QJ STORMORAIN I ------ If I ------------------ SIZE AND MATERIAL 8-31/2'00 4"PVC -CABLE 21"ACP ... -· -····-·· -,., ,_ __ 16 + 00 -l-- 17 / I ) I J OWNER PACIFIC BELL CITY OF NEWPORT PARAGON CABLE SYSTEM SO. CAL EDISON COMPANY CITY OF COSTA MESA -~---·- --•-_, ···-+-"·. -............:=.:.,~·.: ----,- PIPE -•-• ,.. """' ....... ,.~ .. -- ------,- 17 + 00 #2134732E l ANO STATION LINE CURVE DATA R L ·. :·$· .... CCC .•. i:~ =:· =" -+-- - -l- - - - - --+---. ..;. .. -·--·-.,.,...; ...... . ---+----- ----------I-..... ···+· --4----. .,... ____ --····---.... --:--" ... ····--_·.:r . PROPILI SCA• E . HOAIZONTAt..1"= 20' VERTICAL .1"= 4' I:,..... I --! I I .I .. f---- 1 - I I I f.-_~ I -- ----- 1--- ---+ -. ··-· _,,., ;,!' ' •• :·_" __ :· . ·-'------ --~- ··-···· .... " ··-· -"""' -··--... ,., ...... . -··----· ,,__,. __ . ➔ -·----····+-- 18 + 00 - - - - 4---"' -... ,_ -'-··· --• --: : ~ L. -.:,:~ re---- (E). CONC. -----1' HEADWALL §11..18+1> r---"-- 1 / (E) RETA NEW EDGE Of BRIDGE DEcf W~ --·· """' -;- . 7::.:··,. __ ., - -----------!--·· ,.·.1 .... -~ ,;,_,: --+- --- ' --.::t-·----1 ------.-- --·--<-----!--------!- . -~-+--···-··-----f -- , ___ ... ,. --,,,--;-·- 19 + 00 20+ 00 ' ',, /APPROXIMATE '..._ LIMITS Of , EXCAVATION ----- '-;;;..,.__-.D (IIY fJ1J;!l!ft-L-ro /Jc Rli/.lfl,,MT4':.!!--- I ~ ~ -. ·' IO ' ' ~ ----- (E) C. j; • • Ii, l ' E 21"RC @(E) C&:G ---c----------l'I....,~--------- --.. -------- ------------ ml ' t NI AilllitO . ....,..,---···+ ..... ---··-. - - _, .,. -+----<-• -·--,-- CONSTRUCTION NQTE§ • -__ .. j·::··- ••••• -- PRIOR TO PHASE 1 CONSTRUCTION OF THE BRIDGE ANO PHASE 1 TRAFFIC CONTROL, CONSTRUCT l'I-IASE I TEMPORARY 4-INCA CERTAINTEED YELOMINE RESTRAINED JOINT P.V.C. $EWER FORCE MAIN. SEE SPECIAL PROVISIONS SECTION F-39.2. UPON COMPLETION OF PHASE 1 CONSTRUCTION OF THE BRIDGE ANO PRIOR TO PHASE 2 TAAFFIC CONTROL, CONSTRUCT PHASE 11 TEMPORARY 4-INCA CERTAINTEED '\'ELOMINE RESTRAINED JOINT P.V.C. SEWER F~ MAIN. SEE SPECIAL PROVISIONS SECTION F- 39.2. CONSTRUCT 24-INCHI\CCESS OPENING IN BRIDGE DECK PER DeT AIL 3 SHEET 46. CONSTRUCT 4-INCA CERTAINTEED YELOMINE RESTRAINED JOINT P.V.C. SEwEA FORCE MAIN INSIDE.8-INctfSTEELCASING WITHIN BRIDGE PEA DETAILS ON SHEET 46. . .. PHASE I, TEMPORAAYSEWERTIE-IN. CONNECT TO EXISTING 4-INCH P.V.C. PER DETAIL 4 ON SHEET 47. 20 0 - - 20' --- $CALE IN FEET •u111 COllffY IIMIDI I ■ .... .. er • 40 I T ..... •GFL• . J g l • i:tnlllJ. ~. a:::11.. CUii , I a:w, -HAMILTON AVENUE / VICTORIA .STREET n~~ ,L... . 5·· ... -, ···: .n· ... ··s. 6 ... 4-INCH SEWER FORCE MAIN RELOCATlot' _,:;:,IIIMfllt ._ • . • canMIR:lnQ anQan•••, arci'1ttect■ l'IIIR.IC WOlll!I 0t111CT011 I.I. ---~--t-~---------------------1--1--+.-------......... ---+---I ILNO.---• STA. 15 + 00.00 TO STA., 20 + 00.00 © 3J•IJ6'52" /8/J(J' ,n49• 601.12' II.CL 46214 IIA'II IY OIY ·OF .... IHOI REVISIONS • 11/5/199 P.UILlC WIRUI UPMftJIITr Hd44 • 47 -----:r- - ---t -L.~ 20 + 00 U-r·-r JAPPROXIMA TE LIMITS OF EXCAVATION ----- E I I --- Et!-- .......... ... . . " ............. .. ' ..... ,, . ,, ............ " ... " .. :::•:::~ -:-:-:-.:\( •:::::::::-::::::::::::> .. . . . . . . .. . . . ~ .......... . .-:-: . -:-:-.. ~ :: . . . . ....... . . . . . . .. . . . . . . . . . . . --. . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . //'e:_"" z,•RCf' HORIZONTAL 1"= 20' VERTICAL 1•= 4' 21 + 00 .......... ....._ ,....._ --;.--- R/W -------.., ----t----- -+ -__ t j ,.~ I a. I :ii: < I a:: I u < ~ I w ~ t 3: ~ 111 'IN -. -------· - -----------,----- - PliiAll 22 + 00 7.7. .5 47 " __ .. ., .. .,_. ---,-- ' ' A.tiLJtU ' \ I ,,_,__ -------'I --·-· -·----~---· .. ,._ '' --··--.. --· --- Oo 0 • 0 #2099670E ~ -- PtPE ANO STATION LINE CURVE DATA 6 R L T -#'a880" ,.,.,,, , :::ai:-e. qg,' /SS. f2Q. , ISOO' 97:., . .,,,.,, !!ID/.MI,·' ,~ l(>.6C,' s.at:I t7SS' , 11,0.~ /26,t!S4 {jJ [Q] Iii [ii Q] '-" ·'"l ' --+--- tmUTIE§ TELEPHONE LINE SEWER LINE FM POWERPOU!S WATERLINE STORM DRAIN ·Ill/Ill .ara &qe • mt_ ores :w:w, ... con•~ ·anqanaa1'11 , ■rc:httacte ~./l...R.J. 11/5/90 . .t. 39969 ~ .... ,. ~ ...... ....,._ WE MID WJIBlAL 9MCD 4"PVC 311" CML&C 18"~21"RCP i----+ -- ----+------+-- "" ...,.. - - . ,., PACIFIC BELL CITY OF NeWPORT SO. CAL EDISON COMPANY - - -c --=f+C . -- -l--l CONSTRUCTION NOTE$ PRIOR TO PHASE 1 CONSTRUCTION OF THE BRfOGE ANP PHASE 1 TRAFFIC CONTROL. CONSTFIIJCT PRESSURE MANHOLE PEA Df;T AIL 6 SHEET 47. SEE SPECIAL PROVISIONS SECTION F-s19.2. PRIOR TO PHASE 1 CONSTRUCTION OF THE BRIDGE ANO PHASE 1 TRAFFIC CONTROL, CONSTRUCT TEMPORAAY.4-INCH CERTAINTEED YELOMINE RESTFIAINEO JOINT P.V.C. SEWER FORCE MAIN . CONSTRUCT 4-INCH CERTM.OC 90 OEGflEE SWEEP AT STATION 21 +55.11. SEE SPECIAL PROVISIONS SECTION F-$.2. UPON COMPLETION OF PHASE 1 CONSTRUCTION OF THE BRIDGE ANO PRIOR TO PHASE 2 TRAFFIC CONTROL, CONSTRUCT PHASE II TEMPORARY 4-INCI-I CERTAINTEED YELOMINE RESTRAINED JOINT P:11.C. SEWER FORCE MAIN. RECONFIGIJRE FITTINGS AT NEW MANHOLE, STATION 22+04.32, PER DETAIL &ON SHEET 47. SEE SPECIAL PROVISIONS SECTION F-s19.2. CONSTRUCT PRESSURE MANHOLE PER DETAIL 3 ON SHEET 47 CONSTRUCT 24-INCH ACCESS OPENING IN BRIDGE DECK PER DETAIL 3 SHEET 46. CONSTRUCT 4-INCH CERTAINTEED YELOMINE RESTRAINED JOINT P.V,C. SEWER FORCE MAIN. CONSTfflJCT 44NCH CERTAINTEED YELOMINE RESTRAINED JOINT P. V:C. SEWER FORCE MAIN INSIDE &-INCH $TEEL CASING WITHIN BRIDGE PEA DETAILS ON SHEET 46. REMOVE EXISTING MANHOLE ANO FITTINGS AFTER'PHASE I TEMPOIWIY SEWER FORCe MAIN IS IN SERVICE. AFTER INSTAL1.ATION ANO TESTING OF PERMANENT SEWER FORCE MAIN, RECONFIGURE MANHOLE AT STATION 22+04.32 PER DETAIL6 SHEET 47. CONSTRUCT 44NCH CERTAINTEED YELOMlNE RESTRAINED JOINT P.V.C. TO BE USED IN PHASE I TEMPORARY SEWER ANO IN PERMANENT SEWER FORCE MAIN. INSTALL LINK-SEAL CASING CLOSURE, SEE SPECIAL PROVISIONS. ll<ISTALL LINK-sEAL WALL CLOSURE PER DETAIL 4 SHEET 46. ,.. .jl □ 20 ~ I MESA CONSOUOATED WATER DISTRICT CITY OF COSTA MESA • -SCALE IN FEET CliwlCOllffY ••:enc.__,, er a JC¥ /IIIIIIMD 1----....f-.--4-------------------t,-'"'"1,.._IC WOltU OlltlCTOlt HAMILTON AVENUE / VICTORIA .STREET 4-INCH SEWER FORCE MAIN f'ELOCATION IILM -----1 STA. 20 + 00.00 TO STA. 22 + I L81 Mll " ancFTIIIIII R£VISIONS ........ , . M.J.S. a tNv • 11/5/90 CRY Gf Ull1Nl1' IIAOI PUEIJC W0 .. 11 L A:!:tlNT INIIT40 e,47 80 MIL AWWA C-214 . TAPE COATING OR • EXTENDED POLYETHYLENE ~INSTALL LINK SEAL WALL CLOSURE AWWA C-215 COATINGl EACH ENOOF SLEEVE. SEE DETAIL '-'i-.Y.': LLJ SEAL ~ INSTA LINK CASIN SURE OFCA G CLO-C\i AT ENO en SING. ~ ~ Cl) ~ -~l' . . • ' I . 20' F· , .. ~ iii ~ z <ii w m 6' t HJ • ·. • .. • .. 2' I \ i-, ' . I 1 •· ~-' -· !z .... I GI • ♦ ,t <t i:! -<cl Cl) • .... ~ Ill ti ~ C!w -:E Q (l) i"' :J:;; ~ :c•m ~, u-<t ti!llW z-s. t; Ill -0 -WI ' 4" PVC I ' I I ~) ~ PIPE SUPPORT_/ 2'-3" ' : ., . . . . . . . ,t w 0 ~ «i + z ,t <t ~ :E ... (I) '' 3' . ' . ... . . 40' FMS IN 8" STL. CASING . , . . . .. / .'/ ' · ... . . : . / \ -i+-+--....-tt------.-~ I" DRY -PACK----,, QUICK SETTING GROUT r ' <t • 4 • 4, \. 'ti 8 5/8" EB 4 PIPE SUPPORTS I! 15' O.C. ' .. ~. ' .. . . . ' . . . . ~-. . ' . . --8.c5 /8" {T¥PJ 2· 2' --. . . . . .. .. .. I ~i~l;j IN iri <t GI + ~ \0 11. ~ -<cl Cl) 36'. 10" ' 1n: ..,~ 1.7 % SLOPE • ' / ♦I !... I I ~ • • • • -:·. '..,· .. · . iD z :i TYPICAL SECTION SCALE: 1/4"= I'-O" BRIDGE CELL FLOOR SEE SHEETS 24 THRU 29 FOR SLAB REINFORCING . . . -1--8-5 /8" (TYP.J 5 PIPE SUPPORTS I 14'-4" 0.C, 5'-9~' I . . . '.\ ) ... "-. . ' -' . , ... •.• .. ... - 19 7 /8" . ' . • • • .. ... • ···t .. . 2' 2' .. .. 5 PIPE SUPPORTS I 14'-7" O.C. 2· 2· 5 PIPE SUPPORTS I 14'-8" 0.C. -..... --·, . . • . ... * .·' . . . . .-.. ' . ·'" · . . . . . .• ' ....... . . . . ' .. . .. ;"!l:_ ·'t.' ' . . : . ' •·· . .. , ~ ~' --· r·, -=- . .. .. ' . . . . . . . ,I •I . . f :, SEE DsJN_ L@ ' . N N i_p \0 0 • {TYP.l -• N en -,,, en + t •• GITU• :~ JAL + II:: v SECTI r-A' II:: IO .Ill -w - ii: • . 0. ~ ~ ' SCALE: I /8" = I'-O" : -..... in .. ' • -<cl II) . B ! • 5 ftPE SUPPORTS 114'-T',.O.C. 2' 2· 4 PIPE SUPPORTS 114'-7" O,C. . --.• ... . . ' .... . . . . ;, ~ . . ' .. . ·, I ' ' ' . .. . . . . . . . ' .. . . .. ... . . . •. '-PIPE SUP T ~-. . ,; DETAJI I ' -----~ <TYP.1, ··-} .. en ®'CONT.) IO .... + LQNGIIUDiNAL SECIIOO II:: .... ILi -ii: ~ SCALE: I /8" = I'-.O" ... U) ' 8-5 /8" {TYPJ ' 1 T 50' . • • ' . • . .. ;. , .I I 1 ,r .. . . 36'.fO" .. . .. . ... . ' . . . . . .... ~ - STATION LINE I ' 6" ,. o, .. · .. . . ·.; .. . . . ' r .· ......... ~ . ' . . •l·· I ANNULAR--.__ SEAL PHASE II TEMPORARY SEWER FORCE MAIN • • 36" WIDE x 30" Hil$H OPENING . . -.• .• 4. : AT ALL PIERS • 8" 01A .• r14" THK. sTL CASING 4" PVC CARRIER PIPE 5 PlPE SUPPORTS I 15' O.C. . . . SEEP RING 12" SLEEVE i!=-i--8" CASING --...__4"SFM ____ _. ECTION D N.T.S . 00 io , SEEP RING (ll . ' • • • G ' .• . .. DETAIL 4 3 /8" = 1'-0", - . .... : ... -. ABUTMENT 8 (TYPICAL FOR ABUTMENT ll LINK -SEAL HYDROSTATIC PIPE WALL CLOSURE (BOTH ENOS) 8" CONDUCTOR CASING CAST IN AEIVTMENT • 12"' DIA. X 14~ LONG X 1/4• lllK. sn..PtPE SLEEVE. A$TM A53, wmt SEEP RING. • CONSTRUCT 24" 1.0. OPENING IN BRIDGE DECK AND 24" MANHOLE FRAME AND COVER PER CITY OF NEWPORT BEACH STANDARD 112-L. AND CALTRANS STD. PLAN 87-11, U-43 3' -$" 36' • 4" CONSTRUCT STEP AS PER CITY OF NEWPORT BEACH STANDARD 404-L . ....,...._.1:==1--+--+ 12· 10.ll" 2' STATION LINE ACCESS MANHOLE DETAIL 3 I /2" = I' -O" - : ... ·-·· . '. .. ~~~ti I.LI ~ ' ol 1114( If :t:$ (.) - ~!! ti !11(111 :ati~ -Q Jftl1 ~- I - I -~ ' . .. :: : . ,. ' .•. -•. ·• : . . g w «i ,t !! .... !;:i GI i! wog :E ui5u...J·· "" (I) . u!!III E:lcw . Ii;~ INSTALL LINK £AL WALi. Cl,QSIJlite: EACH ENO OFSLEEVE -SEE DETAIL (D4_ 2' 20' . I ..,.,_ ___ _::c,:__"'-__ -1 80 MIL. AWWA C-214 «> ~ TAPE COATING OR q uj· · EXTENDED POLYETHYLENe;e <t • AWWA C-215 COATING O ~ {\I 0 ~!! Cl) w STALL LINK SEAL CASING CLOSURE ATENOOFCASING. 4 X 115/8" r;_:::;jtc:::tt::::::::;~-+H--. SECTION C r· = 3" 3 I /4" DIA. ---- -r-- END VIEW I" = 3" . USE 4 EACH, I /2" WEDGE ANCHOR BOLTS, 4" MIN, EMBEDMENT. PIPE SUPPORT INSIDE -PIERS PIPE SUPPORT DETAIL I DETAIL 2 .,,,.ovto --••C 1/IW Bib· K :SC'Cl. I alilDQf&W! ---• • conlltiltlnQ ■nQln .. r• I aite~thlict• 19969 lt.C.t:. • 6214 111'11' " OEICIIIIPTIGN RlVISIONS ... MIUCMD l'Uktc WGUt OffllCTOII M.J.S. 01111 llJ R.T. u•----• -R.S.S. ... 11-5-90 •11111o•sTMTM.. 1111• er • ii ICY HAMILTON AVENUE / VICTORIA STREET 4-INCH SEWER FORCE MAIN RELOCATION BRIDGE CROSSING, CONCRETE SADDLE, BEDDING ANO ACCESS MANHOl.6 DETAILS 01Y Of _,,., IIIOI PU1UC woa,11 UMHIIEf'!T INIIT 46_ • 47 ~.10.s3 r .N.J '1" D. I. P. ---~ UA5553 12"' /.D. WJ/fP Hllt.E Flti.£/J #ITN ~/4" /fl/Ill# lt(J&,f' 12· #'r1crAVt/C CIJUPI.IN6 {STYLE .807) ,,..PVC CEIITA-i.OK r:~AN5/TIIJN FITTING ( ✓-!ALE BY • Y/C Glt(J()V6 •) TYP. STD. CG/f'TA -lOK R/i'ST1i"AIN£/J ./IJINT Cot/Pl.lN6 4".f4.•D.I. T.El!,1-".EXPE ;A. 12 f-15. (IIJ 4"/ilP. -----, 4"YCAlll.ll' CWPl.lNti f 511'1..E MT) ., -- 5TA IZ+48 .. ()() . .S,I). CERT.4-tOK KEST/i'A/N,E'I) //JINT Ctll/PLIN6 ... : ... •.. ~ . ' ' . sra CEHT)t-i.QK Jrli'S Tli"AINlf/J JIJINT CIJUP'-IN6 4"PYC CERTA -I.OK T/f'ANSITIIIN F1"/N6 ( NAl.£ Jll'Y"VIC 6,WIJW!*) TYP. ll"ltl SIJIIIPHIJi.E FU.I.ED NITN .3/tf." ~IIMI lt'tlt'K---------. 5TA. Zl+.2'9. 2'1, 4"VICT4VWC CCUPIJt,.S -~'IL {STVL./1! 807) -,.•pvc C£1PTA-t.QK TlrANGITION p'fTTIN6 INAl.li' BY"///C.IIRtJOlfB") . . ...___ 1z• J.D. $1/~P NOi.& Flt.Lli'P w1r11 314• lc'IIIGlt tt«K 4• YICTAVI.IC CIJPPl./116 {5TYtli' ~07) l'-O"PRli'CAST 41/'PIA. RING NO. fflltl '----.;VPVC c..e.R'TA-L.OK T/fZ4N'ii>/Tfo/.,/ PtmNG ( MAt.e. BY" VIC GRCl::>V.E n 'TYP. DETAIL I 3/4" = 1'-0" - NANNIJI..£ FIPAH/i' I CQPER • • • 4 . • . ,Q .... .. • q • •• 4 PIA. P£/P CITY OF llelt/PIJIPT 81:ACI-I f!iTQ 112-L 24• PIA. / i---PIPEC,4ST 48", 24~/i'CCENTRIC CON£ P£'R CITY OF NGWPPli'T 8£/IICH .STD 4/Jl•I.: ir--Bi.IND Ft.AJl(iE :-.-..-CONC/f'ETG Tlili SIIPPIJ/W TYPICAL SECTION A 3/4" = 1'-0" - I TYP. 4N«RTA-t.OKl?Al.E BY SlJI.YENr It/GLD ADAPTER --.._ ' 6174. I8 + . «:> PHAfJ£ I· m;r,'IW'AHY 6.F.N. 4"X4 • D-1. Tiff£, ,:-exF.e 4 n D. .f. P. t:I.A5S 61!,-_,.... _J A .a._ ___ .__....., __ .,.... __ DETAIL 3 STD. Cli'RTA-LIJK li'ESTRAIA'GP. 3/4" = l'-0" - .JOINT COVPLING'-,-~ .4"Cli~rAINTEl!D YEl.OHINE l(>fiSTRAIN.t:l) JOINT PVC TEMPOIMRY SFM DETAIi... 5 - :...........:J:.++--:----.,,.. . . lJ8 ZVN'IK ·IS 01:!~C Pt. Ui:I VA A.-V .ar . SM .. -5rlll:IAI. P'Jl!tJVt'/5/ PA/ii 4" a r. ree, Ft: x F5 "----CONFl41/U/IIAT7DN QI=' F"/17"/Nif;fS , .. F~ • --~-----i /OM4"6 Z "111SM~4"h' .-w~ ~ 4• D.I.P. Ct.A6$55 ---<=--l-----;-.....:.--/llf,11/}J Al.ID /06IIIM41c.WNTeaw~ l"'t/f1fllfCB. MAIN .. !!Jl!!1fe D41rAl4,, II /l'li/1llll ,cw..,q.._ : T'~lltA.1/lY S4I' .-.dllf' ~ MA IN 1"'1.,.,,-YN<II COMF~A-nON. ---- EKISTl~tl J 4"PYC 5FN 4'CER'TA-t.lJK HALE BY 5/N.YIENT WGI.D ARtlPTOR· ~-sTD. CERTA-i.OK HESTRAINED JOINT COVPL/Nd DETAIL 7 3/4" = 1'-0" - ~--" ; ,IEMPOfltARY sswel/2 ~ MAIN $TA . .lZrlJ.$. i,4 tf.C. 4" VIC TA(l(.IC CIJUPt.lNll, (5TYltE ~I) 4" l"VC CERTA-1.aK Tll'AAl5ITIPN 1-"llT/N~ (MAI.IE IIY "VIC 62'00¥4'] iYP. 4" VIC1'Atlt.lC Cl)VPl.ll'lt; (ST'r't.11 307) eND PA'tJJeCT STA, R.1>:ll.8/ STA. 22+P?, 72 DETAI 6 D3·1E4f_Ar~ol:: -•• • ~ , 3/8" = l'-0" -• • : r~~~~~----"1"'-----.;..._..., _______ ...., _______ ....__r--r-..... r------..... -----,r-.:,ri~------f--:::~•~11.:•!Cl:F?~T~IUL=· ~-~-~-~=:":':!:'C~"t=~....:.~ _, •Ml'ICD 111 .vnMD HAMILTON AVENUE / VICTORIA ~TREET .• •a Vt J ill 11 . !!IS • al ,W-OJI. 11 .. ., 4-INCH SEWER FORCE MAIN RELOCATION ~.. • • .• ••• •.• . • :,,.i;;! . • . . • con•u111:1na, •nam••r• , ■rc::hDtac:tlll -1..rc W011Ks 0111tcT011 STANDARD PRE AST MAN-IOLES , 1t.1. NO.:'l21!ilifti!3.L.~=--------:=,---------------1-~1--+--------'----t--t UNO..------• DETAILS, SECTION AND CONNECTION DETAILS· litJ ~,.. • . 39969 · · lt,C.I. oMt ft IIEICIIIPllOII ...... CIIY. • llllflGlf 111:CII 1t.c.1. REVISIONS IIUIIIC WIIIRI 11./MI }D\1 tNIIT 47 '47