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HomeMy WebLinkAboutS_5270_SA B C D E F \ MARK t I 1 DESCRIPTION 2 3 4 5 6 CD VICINITY tulAP NO SCALE f I 7 f;f'.Ei1%"'(1~00.~D !!J!bill/llv~ OO@Yl!il!i!~ F{>H CON$Ti;JJ~©TI@OO y.i,i:: ;:,~, .'..":>·,,.>," ,,,,ne,11ir'1ng 1!t& PiddinQJ p~~ ~m ~i, in !/,)'it~ ~:1,.,,·:·Jr:t,~~r-;ri '.f ,:\1s;,.·ri:-1;,c.1nGi:':!". be-tv1~een this v.~ tlieli @nd -it:r;; hid:::'.mn r:,;:::· ir"r";!ridi:ig adr~srr1Ja ario found, Um b~ddfflg Et:A ,r-.ti'i:!t V.hti • .. N'il}~VfPif. A-:.kieod;:i sh,~/! \je\:ff?i'fl l 8 BAHIA CORINTHIAN YACHT CtJJB COAST CUAAO, HARBOR PATROi.. COUNTY OF' ORANGE, HARBORS, BEACHES .&: PARKS PROJECT 1· AREA 9 LOCATION MAP NO SCALE 10 ORANGE COUNTY SANITATION DISTRICT R.C.E. 45782 JIM H BERG -ACT G DIRECTOR OF ENGINEERING RECO!ll'IMENDED 0 / {). ~ . R.C.E 40269 £. LINDt=ciJNSTRUCTION MANAGER PREPARED UNDER THE SUPERVISION OF: M \ , I/ ·-. R.C.E. 42234 TOD HAYNES -'PR JECT MANAGER DATE: 07-01..:03> \ -4 ____ ...;1 .............. ........, ....... ...:1 ____ ...;2:;:..... ........ ......,. ........... _,,1 ____ .. _3 ___ • .,_..i,.1..,,_,__,., __ 4_.....,. ___ 1 ____ ..;;5......., ........ __ .............................. _6__, ___ ,,..J-1 ___ ,_:..7 ____ ..i.1 ____ ,.:;;s:......, ___ .Jl ___ ......,..:,9;:;...., ____ i......1 ___ ...;1~0:....... ..................... ~- .A B C D. DRAWING LIST GOC01 G0002 01002 01003 C1004 C7002 C7003 C7D05 S5001 S500'.? S500.3 COVEF~ S! lEET PLf\N /\ND PRv"c--11 E ,'. I ,_ , STA r,c_._77 s·1 L ,_,, ' . TO STA 40+66.38 PLAN AND PROF'.L F STA 40+66.38 TO STA 48+22.00 PLAN AND PRO~IU: STA 48+22.C0 TO STA co· ,-·1 ➔-1 n 00 I.., .v. _, ENLARGFD SUt,\/E Y PU\NS AND PROFILE TRAFFIC CONTROL ' - I SEWER BYPft.SS PHASE SEQUENCE - 1 SEV\/ER c,'!P f,SS PHASE SEQUENCE -2 ,1\CCESS IVIINHOLE. DFTAIIS [X:s·0 1NG CLC:ANOUT MH DEMOLITION ,ANO lvcH #4 DFT/\il.S EXiSTING h/.H #60 h,IODIFICATION DETA!L AND fESi PLUG DETAiL I I GENERAL NOTES 1. Al I. SEWER WORK SHALL CONFORM TO THE DET1\ILED SPECIFIC/, TIONS. CITY OF NEWPORT BEACH STANDARDS, ANO THI: LA TFST RE VI Si ON OF THE STA.NDARD SPECIFICATIONS FOR PUBL!C WORKS CONSTRUCTION (GREFN BOOK). 2 THE CONTR.AOTOR SHALL OBTAIN i'.LL NECESSARY PERMITS. .3. THE UNDERGROUND UTIL!TIES AND STRUCTURES ,4ND EXISTING GROUl~D Fl FV/, T!ONS SHOWN ON THE Pli\NS ARE 8,'.SED ON RECORDS SUPPLIED 8'! THE DISTRICT TO LEE & RO, INC. THE CONTR.4CTOR IS CAUTIONED TH.AT THE INFORMAIIOli HAS NO f BEEN FIELD-VERIFIED 1\ND THE ACTUAL flELD CONDITIONS MAY \/NlY FROM THOSE SHOWN ON THE PLANS. IF PRECISE INFORtvi/. TION !S REQUIRED AS Tv i HI:. !:.XIS !ENCE AND LOCA l iQNS OF THE FEATlJRES IN OROFR TO EXFCUTF THE WORK AS SHOWN ON THE PLANS, THE CONTRACTOR SHALL OBTAIN THE INFORMATION AT NO ADDITIONAL COST TO THE DISTRICT BY DET AilED FIELD INVESTIGATION, INSTRUMENTAL SURVEYING, ANO PU !HOLING fEC~IN!QUE.S. />,DDITIONALL Y, THE CONTRACTOR SH,4LL TAKE ALL PRECAUTIONARY MEASURES TO PROTECT OTHER UNDERGROUND UTILITiES A~iD STRUCTURES ENCOUNTERED NOT SHOWN ON THF PLANS. THF CONTRACTOR SHALL Bl: RESPONSl8LE FOR At,,Y OR ALL DAMAGES CAUSED BY THE r Al LURE OF LOCATING ,AND PROTECTING UNDERGROUND UTILITIES AND STRUCTURES .. 1,. 8/>,SED ON AS-BUil T iNFORMATiO~L THERE AR[ NO PRIVATE SEIVER CON~JFCTIONS AlONC THE 2600 FOOT SECTION OF THE EXISTING TRUNI< Sl:WER HOWEVER, THE CONTR/\,CTOR SHALL CONFIRM WITH THE CIT'! OF NEWPORT BEACH IF THERE ARE ANY PRl\/1\''E SEWE'< CONNECTIONS EXISTING 5. BIDDERS SHALL VISIT THE SITE TO VERIFY EXISTING SITE AND F ACILIT'! CONDITIGr✓S PRIOR TO SUBMITTING BIDS. 6. THE CCNTR/ICTOR SHALL VERIFY ALL D!MENSIO!'✓S ANO ELEVATIONS PRIOR TO OF,DERING OF M/\TERIALS AND /OR CONSTRUCTION BF:FORE PROCETDING W!TH THE WORK. • 7, lHl CONTRACTOR SHA.LL NOTIFY THE ENGINEER WHERI: A CONFLICT OCCURS ON A.NY OF THF CONTRi'CT DOCUME:~TS INCLUDING PLANS AND SPECIFICAT!ONS BEFORE PROCEEDING WITH CONSTRUCTION. 8. THE cor,TRACTOR SHALL KEEP THE PROJl:CT SITE CLEAN A, f\LL TIMES DURING CONSTRUCTION. ALL SUl~PLUS EXCAVATION MATERIAL AND DEBRIS SHA! l BE PROMPTL '( REMOVED FROM THE SITE. 9. THE CONTRACTOR SHALL IMMED!ATEL Y REPAIR D.AMAGE TO EXISTING STRUCTURES AND UNDERGROUND U11Li TIES CAUSED BY CONSTRUCTION /\.T NO ADDITIONAL EXPENSE TO THE DISTRICT. 10. THE CONTRACTOR SHALL NOT INIT!l1 TE CONSTRUCTION UNTIL THE SHORING METHOD HAS BEEN REVIEWED AND ACCEPTED BY THE ENGINEER. 11. ,il,LL OPEN CUT EXCAVATION SH.ALL HAVE SHORING SYSTEMS iN COMPLIAJlCE WIT! 1 CAL OSH.A R[QU!REtviENTS. 12. THE CONTRI\CTCR SHALL CDMPL '! WITH Al.L STATE LAWS AND ORDINANCES RELATING TO SAFETY AND CHARACTER OF WORK.. EQUIPMENT AND LABOR PE.RSCNNlc., THl'.:i '.:,HALL iNCLUDE, 13U i IS NO I UMi TED TO, SHORING, TRENCHES, AND \/ENTILA TION OF co:~FINED SPACES. 13. CONFINED SPA.Cf ENTRIES SHALL BE PERFORtv:fJ) IN ACCOROANCF WITH THE PROVISIONS OF GENERAL SAFETY ORDERS, TITLE 8, AND CALIFORNIA CODE OF REGULATIONS. 14. CONTRACTOR SHALL MAINTAIN ROAD ACCESS AT ALL TIMES DURING CONSTRUCTION. ·15. THE i.A!Nl~AUM 28 DAY STRENGTH A.ND TYPE OF CONCRETE SHALL BE AS FOL.LOWS: NORMAL \I/EIGHT CONCRETE: f 'c ····· 3000 PSI I I LEGEN[) AND SYMBOLS SYMBOL □ DESCRIPTION EXISTING BURIED PIPELINE CENTER UNE UTILITY OOX (AS LABEL.ED) DEMOUSH OR REMOVE GENERAL ABBREVIATIONS BTtvi 8\/C CLR CONC D DET U!A, ¢ DRWY DWG(S) BOTTOM BEGINNING OF VERTIC.AL CURVE CATCH BASIN Ci'ST !RON PIPE CONCRETE OPE~✓ STORM DRAIN DETAIL DUCTILE !RON DIAMETER DF,1\/EW,<\f DRAWINGS EACH CL ELEVA T!ON Eve END OF VERTIC/1.l. CURVE EX!Sf E~STING l'LG HORIZ IN\/ MAX MH MIN MJ f\!O, # oc OD pp PVC PT SCH SHT S/B SU\ STD STL TO TYP \/i\R VERT Fl.ANGE HORIZONTAL INVERT C:LEVATICN MAXiMUM MANHOLE MINH.fiUM MECHANICAL JOINT NUM8ER ON CENTER OUTER Dl/1METER POWER POLE POLYVINYl. CHLORIDE POINT OF TAf'lGENT SCHEDULE s;.,EET SOUT0l BOUND S"ATION STEEL TCP OF TYPICAL V.ARIES VERTIC,4L PIPING SERVICE IDENTIFICATION cw D FM SD S, SS CtTY WA.TER FORCE MA!N GAS SANITAR'! DRAIN SANIT,\RY SEWER I DRAWING CROSS REFERENCING SYSTEM 1. ON DRAW'NG, 'NrlERE THE SECTION IS CALLED OUT, SECTiON CUTS ARE :DENTIFIED AS FOLLOWS: DIRECTION OF SECTION CUT l ___ _ ..--·-, ~-SECTION LETTER . I\ y . M·-4 ). '·---/""'---,._DR A WI I\J G WH FR F 2. ON DRAWING WIIERE THE SECTION !S SIIOV>/N, SECTION IS SHOWN SECTIONS A.RE TiTLED AS FOLLOWS: .,-c--_ ,...-SECTION LETTER SECTION (/,A:3 t-- '\ ___ _:/ -......,.__DRAWING WHCRE SECTION !S CALLED OUT 3. ON DRAWING WHERE THE DETAILS J,RE C,A,LLED OUT, DETAILS ARE 1DENTIFIED /',S FOLLOWS: r, ~DETAIL NUMBER ..{~ \,...,,. -,./"' , M-4 J ,,,,.. ' /,__ ~ '----DRAWING WHERE DETAIL IS SHOWN 4. ON DRAWING \NHr.RF THE DET tl,ILS ARE SHOWN DETAILS ARE Tl-LCD AS FOLLOWS: DETAIL I\ M~·1 )~ "---/ -~-DR.AWING WHERE DETAIL IS CALLED OUT 5. ON DRAWING WHERE TIIE IMAGE ,S CALLED OUT, IMA,GES ARE IDENTIFIED AS FOLLOWS, 6. ON DRAWING \\/HER[ THE IMAGE ,S SHOWN, IMAGE lS IDENTIFIED AS FOLLOWS, 7. NOTES USTED ON THE DRP.WINGS .ARE REFERENCED AS FOLLOWS: DRAWING NUMBERING SYSTEM \ \ ~--DISCIPUNE CODE · -SEE LISTING THIS DRAWING •-;/it}.~.: cru 1.J1ir&r1ur ,.;.•. : .. }·:,,:i"f~c,(. ;;;.:/ i~,: ,. I i i ' BAYSIDE DRIVE l\tANHOLES. 1 1 A A B C E i:;~ ~< MARK 00 1 t I 2 3 NEW MH 1 1 STA 36+68 $5001 SURVEY PLAN AT MANHOLE #1 ------------- DETAIL 1 C1001 1 55001 \ SURVEY PLAN AT MANHOLE #2 DETAIL 2 DESCRIPTION 4 \ \ 4).30 RIM 27.13 INV 10'iNLET 27.0 INV 10" OUTLET EXIST DRAINAGE MH #8 33" RCP REMOVE AND REPLACE EXISTING WROUGHT IRON FENCE IN KIND NEW 12"¢ PVC PIPE SEE PROFILE THIS SHEET 10" CIP 2 S5001 WROUGHT lRON FENCE REMOVE AND REPLACE EXISTING CURB AND GUTTER IN KIND I t NEW MH 3 S5001 ~~l · "-, ""-, I • x·---···---. 6 EXIST M STA 10+ ciJ~V 27.0± PA -tj:,'!-J'o +--4=--~ 1~ ONC "fJ/ 20 ~ 2 S5003 ··• ::.ABANll ~TI~G lO" ~D ILL WI H 1-SACK CEMENT SLURRY 01scoNNE_c1 tx1sriNG to· cIP AND PLUG EXfSTING TEE SURVEY PLAN AT MANHOLE #3 DETAIL 3 SCALE: 1 =10 C1002 7 30 0 VERICAL CURVE R=300.00' .6.=04"50'24" L=25.34' EXIST PAVEMENT,-~, 8 EXIST GRADE I I • • 'f. !::-' // 0 I I 0, I[) N I[) + 0 ~ <( I- (/) 9 10 VERICAL CURVE o R=300.00' I- Q. 0 0 co 6=04'50'24" §2 1-t0 n L=25.34' • w 1-I ~_j;,1_ -...+----------- 0 00 N 00 ui ,...:: [() ()) f'. +ro + O,i 0 ~ ~ W o,...:: 20 z ~ .-N z(f)<(> OXl-z OW(fl_ SEE NOTE 3 0 10+00 10+50 11 +00 NOTES: PROFILE (12 110 PVC) SCALE: HORIZ 1 "=20' VERT 1",,,4' 1. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS, ELEVATIONS, AND LOCATION OF EXIST 24"0 SEWER AND SURROUNDING UTILITIES PRIOR TO FABRICATION AND CONSTRUCTION. 2. FOR MANHOLE DETAILS SEE DWG. NO. S5001. 3. CONTRACTOR SHALL USE SHORT JOINTS FOR THE CONSTRUCTION OF THE 12"¢ SEWER TO ACHIEVE THE VERTICAL CURVE RADIUS INDICATED. THE PIPE LENGTHS SHALL BE DETERMJNED SUCH THAT THE DEFLECTION AT EACH JOINT SHALL NOT EXCEED THE MAXIMUM ALLOWED BY THE PIPE MANUFACTURER. !f,\lt .. J O _.·i_d;"H!:'( ' :ft()C:ij t¥f'.f~!Ft~"· . :::n;(-;1-p{11~ ··:;-,, p,:;i"k1d :~-r~ ~~ fl'<l '\-l't:-·-,a!:"; lt~·f1i~i-J !f3ti }J~•it • • •. ·:•.-. V-twr,9 1 th-~ H!,·\,;f~tMJ Y!, ~ftc, ½lr·tt;im;:~ ~ri't ', ,. <r • , , , i'1?P~ ~,;1 ·/•-Ji.rtt·_i .", ... -~·-,._,_.,_._i_·:Q -~ - -. . ·-·;-' . -J~/,~;r•; ENLARGED SURVEY PLANS AND PROFILE 5-22--R1 DRAWING NO. C1004 6 OF 14 0:: t,! 0:: ::,i Cl I -i''r "t?~ gJ, ,-.. C D E Ucj! F I.._ -w 0:: 0:: IX ... N ,}, ,,-E §.o -=~ 1 . T.S. SPECIAL SIGN (SS): BAYSIDE DR. CLOSED FROM BAYSIDE PL TO CARNA T!ON (dotes) (working hours) USE ALT ROUTES· 5° LETTERING BLACK ON ORANGE SIGNF ACE TO BE POSTED AT LEAST 3 DAYS PRIOR TO-CLOSURE CONTRACTOR SHALL NOTIFY: AFFECTED RESIDENTS, BAHIA CORINTHIAN YACHT CLUB. BALBOA YACHT CLUB, COAST GUARD, HARBOR PATROL, COUNTY OF ORANGE, HARBORS, BEACHES & PARKS AT LEAST 1 WEEK PRIOR TO CONSTRUCTION. ----. -;-;-; --.--~-12' IN • • ---~-\'-:.:_:.:_' ---= •. ® 2 C!8"" BAHIA CORINTHIAN YACHT CLUB MAINTAIN 11' OPENING FOR S/B LOCAL TRAFFIC r-- I \ BALBOA YACH\,CLUB \ 3 4 C1: C2: lRoAD7 ~ ~ C2> .·~o cu,s® ¥1. l'l!, Mft;+.!) C : 5 C7: w SC3: ~OUR*I C9A: C18: - ~ S(;3 ,# ·_ \ .~-,'-._ ~ /':. '-.... -1(~ " ... ~o ,,,, ~" 9?-1 • ·tJ"t', ~-?' • .P. . . C19: C36: .,.,~ R41: ~ \ ,r ' ~ I fR41 . . . •• ,5>-f ' ' "-' ' "-' COAST GUARD, ', • HARBOR PATROL, '-,, COUNTY Of ORANGE, "-. • . HARBORS. BEACHES & PARKS ',,:--,r::ci~--::- 8~--:_:.... ', ~ ,~ 25 STREET CLOSURE. MAINTAIN S/B TRAFFIC WITH FLAGGERS DURING WORKING HOURS. • 6 7 SIGNS: • (ALL SIGNS SHALL BE REFLECTORIZED ANO OF STANDARD SIZE. WORK AREA WARNING SIGNS C1 C2 C3A C5 C7 SC3 C9A C18 C19 C27 CJO C.36 W81 R1 R1-2 R16 R41 SHALL BE ORANGE SIGN FACE.) DETOUR AHEAD ROAD CLOSED ROAD CLOSED TO THRU TRAFFIC DETOUR ARROW END DETOUR DETOUR ARROW {UP) FLAGGER SYMBOL ROAD CONSTRUCTION AHEAD ROAD CLOSED AHEAD OPEN TRENCH LANE CLOSED PREPARE TO STOP CHEVRON ALIGNMENT SIGN STOP YIELD NO RIGHT TURN RIGHT TURN ONLY LEGEND: ~ ~ EXIST SIGN t : NEW SIGN :X • TYPE II BARRICADE H : TYPE Ill BARRICADE • : DELINEATOR WITH WHITE REFLECTIVE TAPE !P : ARROW BOARD ..,,·---.. (.?): SIGNALIZED INTERSECTION . DIRECTION OF TRAVEL POST NO STOPPING SIGN & BAG PARKING METER HEADS FLAGGERS \ \ 8 9 10 TRAFFIC REOUfREMENTS: THE CONTRACTOR SHALL MAINTAIN THE FOLLOWING TRAFFIC LANE REQUIREMENTS: BAYSIDE DRIVE: CLOSE WESTBOUND BAYSIDE DRIVE WEST OF CARNATION DURING WORKING HOU.RS. MAINTAIN LOCAL ACCESS FOR EASTBOUND TRAFFIC WITH FLAGGERS DURING WORKING HOURS. PROHIBIT LEFT TURNS WHEN IN CONFLICT WITH CONSTRUCTION AND WHEN LEFT TURN VISIBILITY IS RESTRICTED BY CONSTRUCTION. WORKING HOURS: TO BE APPROVED BY CITY. ALL PRIVATE DRIVEWAYS ANO SIDE STREETS SHALL BE KEPT OPEN AT ALL TIMES EXCEPT WHEN CONSTRUCTION TAKES PLACE DIRECTLY IN FRONT OF THE DRIVEWAY/SIDE ,STREET. ALL OPEN EXCAVATIONS ON PUBLIC STREETS SHALL BE BACKFILLED OR STEEL PLATED (ANTI-SKID PLATES) FOR TRAFFIC TO THE SATISFACTION OF THE CONSTRUCTION INSPECTOR OUTSIDE THE WORKING HOURS. TRAFFIC SHALL BE RESTORED TO NORMAL CONDITIONS DURING NON-WORKING HOURS. JRAfflC CONTROL PLAN GENERAL NOTES: A. IT IS THE RESPONSIBILITY OF THE CONTRACTOR PERFORMING WORK ON A PUBLIC STREET TO INSTALL ANO MAINTAIN THE TRAFFIC CONTROL DEVICES AS SHOWN HEREIN, AS WELL AS ANY SUCH ADDITIONAL TRAFFIC CONTROL DEVICES AS MAY BE REQUIRED TO INSURE THE SAFE MOVEMENT OF TRAFFIC AND PEDESTRIANS B. C. THROUGH OR AROUND THE WORK AREA AND PROVIDE MAXIMUM PROTECTION AND SAFETY TO CONSTRUCTION WORKERS. All DELINEATORS SHALL BE EQUIPPED WITH REFLECTIVE BAND AT NIGHT TIME. THE CONTRACTOR SHALL NOTIFY CITY OF NEWPORT BEACH AT LEAST FlVE WORKING DAYS IN ADVANCE OF IMPLEMENTING ANY CONSTRUCTION DETOUR. D. All SIGNS, DELINEATORS, BARRICADES. ETC., ANO THEIR INSTALLATION SHALL CONFORM TO THE STATE OF CALIFORNIA STANDARD SPECIFICATION LATEST EDITION AND CALIFORNIA DEPARTMENT OF TRANSPORTATION "MANUAL OF TRAFFIC CONTROL, FOR CONSTRUCTION AND MAINTENANCE WORK ZONES" (LA TEST EDlllON), AND THE WORK AREA TRAFFIC CONTROL HANDBOOK (WATCH, l.ATEST EDITION). E. F. CITY OF NEWPORT BEACH RESERVES THE RIGHT TO OBSERVE THESE TRAFFIC CONTROL PLANS IN USE ANO TO MAKE ANY NECESSARY CHANGES AS FIELD CONDITIONS WARRANT. ANY CHANGE~ SHALL SUPERSEDE THESE PLANS. EXACT LOCATION OF ALL EQUIPMENT AND TRAFFIC CONTROL DEVICES SHALL BE DETERMINED BY THE ENGINEER. ALL TRAFFIC CONTROL DEVICES, STRIPES, MARKINGS, LEGENDS ANO RAISED PAVEMENT MARKERS SHALL CONFORM TO CAL TRANS TRAFFIC MANUAL, MAINTENANCE MANUAL, STANDARD PLANS, AND STANDARD SPECIFICATIONS (MOST RECENT EDITION). G. ALL TRAFFIC CONTROL DEVICES SHALL BE KEPT IN THEIR PROPER POSITION AT All TIMES. AND SHALL BE REPAIRED, REPLACED. OR CLEANED AS NECESSARY TO PRESERVE THEIR APPEARANCE AND CONTINUITY. H. FIVE FOOT CLEARANCE SHALL BE MAINTAINED BETWEEN OPEN EXCAVATION AND ADJACENT MOVING TRAFFIC LANE. I. J. K. L. CONTRACTOR SHALL PROVIDE FLAGGERS AS DEEMED NECESSARY BY THE ENGINEER. . . CONTRACTOR SHALL NOTIFY ALL AFFECTED RESIDENTS AND BUSINESSES PRIOR TO' CONSTRUCTION. ALL ADVANCED WARNING SIGNS SHALL BE EQUIPPED WITH FLAGS. 2.50 PLACE ADDITIONAL "LANE CLOSED" (C30) SIGNS ON TYPE II BARRICADES AT .:150 FOOT INTERVALS THROUGHOUT EXTENDED WORK AREAS IN EACH LANE THAT IS CLOSED. INSTALL "OPEN TRENCH" (C27) SIGNS WHENEVER ON OPEN EXCAVATlON AREA EXISTS ADJACENT TO THE TRAVELED WAY. ALL TEMPORARY TRAFFIC CONTROL DEVICES SHALL BE REMOVED FOLLOWING COMPLETION OF EACH CONSTRUCTION STAGE AND THE PERMANENT TRAFFIC CONTROL DEVICES SHALL BE RESTORED BY THE CONTRACTOR UPON COMPLETION Of PROJECT. • N. CONTRACTOR SHALL REPLACE/REPAIR ALL DAMAGED .STRIPING WITH TEMPORARY STRIPING OR RAISED PAVEMENT MARKERS AT END OF EACH WORKING DAY. 0. CONTRACTOR SHALL COVER OR REMOVE ALL CONFLICTING SIGNS. P. CONTRACTOR SHALL POST "SYMBOL" UNEVEN LANES, "STEEL PLATES AHEAD" OR "BUMP" SIGNS, FOR PAVEMENT SURFACE DISRUPTIONS OF 1/2 INCH OR GREATER. PAVEMENT Of DISRUPTIONS OF 1 INCH OR GREATER SHALL HAVE BEVELED EDGE OF FOUR (4) HORIZONTAL TO ONE (1) VERTICAL. OIO ~ '"""·"4" ~ .... -----------------,,--,--,--------------r - - : ; ; ; - ' ! ! ' ! ' - r - - - - - - - - - - - - - - - - - r - ~ = ~ - - - ...... $8 0£SIGNEOBY·~--------Q. CONTRACTOR SHALL INSTALL "CAUTION STEEL PLATES AHEAD" AND/OR "ROUGH ROAD" SIGNS IN ADVANCE OF STEEL PLATE BRIDGING. BAYSIDE DRIVE • PROJECT NO. ,N DRAWN BY: BONDOC, A-12/20/02 .., . ~~ CHECKED BY: BONDOC, A-12/20/02 O,.c S ~ .;J I ,. LINE IS 2 INCHE ., I AT FULL SIZE DESCRIPTION DATE (Ir NOT -r'-SCALE ACCOROINGL Y) , .LEE&RO.lnc. ORANGE COUNTY SANITATION DISTRICT • TRUNK SEWER MANHOLES TRAFFIC CONTROL PLAN •· 1 5-22-R1 DRAWING NO. C7001 7 OF 14 A B C E 1 \ ,,I C18 2 C9A,,t~' {:>, ?.so, .• ~1'. 7~ --~· WORK AREA ;(\ <.YA:/)-. '5>a . MH # 1: STA 36+68 3 4 ,,I C18 \ 1 ' 5 ' ;;l,~ C16,..-' ~ i,. C9A,..->' • ~- .• ~ • .=rt WORK AREA MH # 2: STA 42+38 -,_ - 6 150' 1·50' BAYSIDE DR. ORK AREA MH #3: STA47+30 ENLARGED PLAN DETAIL 1 N.T.S. C7001 7 8 9 ~---C9A ~ '-<' 7 ~,._......... So, WORK AREA '-1)-r-, "'0 . MH # 4: STA.53+05 10 A (<'. w (f) :::, 0, ~ "O vi 0 (<'. 00 I'--(D U Cl I I B C D E 1 2 NOT TO SCALE EXIST BAYSIDE DRIVE TRUNK MH (DOWNSTREAM) STA. 30+87 3 4 5 6 SEWAGE PUMP TO PROVIDE UP TO 150 GPM (1-DUTY, 1-STANDBY) 7 ,- I / I I I I CB & 1~:-MIN 8" PIPE DIAMETER I TERRACE I I I MIN 8" PIPE DIAMETER I ,& I I 0::: 0 I I <( I- I _j w I 0 I z <( MIN 3" Pl CB "-8" x " WYE ._____ --------p---------r---~ • --------- CB (TYP) NEW MH #1 STA 36+68 / C 8 ./ / I I EXIST 24" SEWER I I NEW MH #2 STA 42+38 SEWER BYPASS PLAN -.....___ \ \ I i \ \ MARK DESCRIPTION DATE APPR. (IF NOT 2"-SCALE ACCORDINGLY) \ \ I 7 0 0 <( 0 0 > <( 8 9 NOTES: 1. BYPASS WILL BE IN ACCORDANCE TO SPECIFICATION SECTION 02999. 2. REFER TO DWG C7004 AND C7005 FOR SEWER BYPASS PHASE SEQUENCE. 3. THE CONTRACTOR WILL PROVIDE 4 WEEKS ADVANCE NOTIFICATION TO THE DISTRICT PRIOR TO START OF CONSTRUCTION. A 1 WEEK ADVANCE NOTIFICATION SHALL ALSO BE PROVIDED TO AFFECTED RESIDENTS AND BUSINESSES PRIOR TO START OF CONSTRUCTION. 4. CONTRACTOR SHALL INSTALL CONCRETE K-RAILS AT THE END OF EACH WORKING DAY TO PROTECT BYPASS LINE AT NIGHT. 5. IN ADDITION TO THE REQUIREMENTS OF SPECIFICATION SECTION 02999, ALL OPEN STORM DRAINS, CATCH BASINS, AND ROADWAY DRAINS SHALL BE COVERED AND PROTECTED FROM ANY INFLOW WHILE BYPASSING IS IN EFFECT. IN THE EVENT OF RAIN, THE CONTRACTOR SHALL REMOVE THE COVERS AND PROTECTION TO ALLOW INFLOW AND TERM IN A TE THE BYPASSING OPERATION. 6. SEWAGE PUMP SHALL HANDLE EXIST FLOWS BASED ON THE FLOW STUDIES BY MGD TECHNOLOGIES, INC (NOVEMBER 8, 2002): 1870 GPM MAX AND 195 GPM MIN. 10 ---EXIST BAYSIDE DRIVE \ TRUNK MH (UPSTREAM) \ STA. 56+94 L.---1[ \ uJ NEW MH #4 > STA 53+05 4. \ \ \ \ \ \ \ \ \ \ \ \ r-EXIST MH 9 \ \ z 0 I-<(. z I / ; / / / \ \ I \ I \ \ \ I I I \ I I \ \ \ \ I I \ 1--NEW 12" SEWER \ ~-NEW MH #3 STA 47+30 Of? OPEN STORM/ DRAIN (TYP) / I I I ✓ D C \ \ \ \ \ \ \ . I I / SEWAGE PUMP -SE NOTE (1-DUTY, 1-STANDBY SEWER BYPASS PLAN ~1-1-J._L.-_,____., \o DRAWING NO. C7003 9 OF 14 • A B C ,i:' w (/1 :::, en " tl s!' 00:: oo r--ca (_) '-' I I D E 1 2 \ N r----.J £ ___ , ..___-.J ~ ---1 EXIST BAYSIDE DRIVE ~ TRUNK MH (DOWNSTREAM) ~ STA. 30+87 NEW MH #1 STA 36+68 '½ --'\ -------....:: _____ ____ EXIST 24" SEWER NEW MH #2 STA 42+38 1 PHASE I BYPASS FROM MH @ STA 56+94 TO MH @ STA 30+87 3 4 & ~1---MIN 8" PIPE DIAMETER I NEW MH #3 STA 47+.30 ~ ' I EXIST MH #60 --1 NEW MH #4 ST A 53+05 ___._-,, OPEN STORM DRAJN (TYi') PHASE I SEWER BYPASS PLAN NOT TO SCALE 0 5 6 7 N 8 9 10 NOTE: 1. SEWAGE PUMP SHALL HANDLE EXIST FLOWS BASED ON THE FLOW STUDIES BY MGD TECHNOLOGIES, INC. (NOVEMBER 8, 2002): 1870 GPM MAX AND 195 GPM MIN. J----._ I £ 1---I ----' rij ---EXIST BAYSIDE DRIVE r-:,,""'--TRUNK MH (DOWNSTREAM) ____ ,_,, ST A. 30+87 & NEW MH #1 \ STA 36+68 -~ EXIST 24" SEWER MIN 8" PIPE DIAMETER r EXIST BA YSIPE DRIVE ) TRUNK MH (UPSTREAM 1 STA. 56+94 ~ " NEW MH #2 STA 42+38 - I I I PHASE II ,-SEWAGE PUMP ~ / I SEE NOTE 1 'i"-/ 1 (1-DUTY, 1-STANDBY) --MIN 8" PIPE DIAMETER / & r-SEWAGE PUMP TO I PROVIDE UP TO 150 GPM '0~ / (1-DUTY, 1-STANDBY) I I i I \ 8" X 3" WYE MIN 8" PIPE DIAMETER I // I / I I * BYPASS FROM NEWMH #4 TO MH@STA30+87 * BYPASS FROM CITY OF NEWPORT BEACH MH #59 I I I /I TO MH@ STA 30+87 NEW MH #4 ~--- STA 53+05 - / SEWAGE PUMP ___,------OPEN STORM SEE NO TE 1 DRAIN (TYP) (1-DUTY, 1-STANDBY) EX1ST BA YSIPE DRIVE ---- TRUNK MH (UPSTREAM) STA. 56+94 PHASE II SEWER BYPASS PLAN NOT TO SCALE CD 5-22-R1 DRAWING NO. C7004 10 OF 14 A B C D E 1 N 2 r-----J £ 1--- ----....1 r?i r---1 EXIST BA YSIQE DRIVE TRUNK MH (DOWNSTREAM) STA. 30+87 EXIST 24" SEWER PHASE Ill BYPASS FROM NEWMH #3TO MH @ STA 30+87 3 ~\,_ £ rA---MIN 8" PIPE DIAMETER / 4 NEW MH #2 STA 42+38 _/ /EXIST NEW MH #3 ST A 4 7 + 30 __ ./ I/ SEWAGE PUMP -1 SEE NOTE 1 (1-DUTY, 1-STANDBY) NEW MH #4 STA 53+05 OPEN STORM DRAIN (lYP) PHASE II SEWER BYPASS PLAN NOT TO SCALE 3 5 6 N r----..J £ ,----1 ----..J r?i i----i EXIST BAYSIQE DRIVE ~ TRUNK MH (DOWNSTREAM) ,, STA. 30+87 • NEW MH #1 STA 36+68 PHASE IV BYPASS FROM NEWMH#2TO MH@ STA 30+87 \ I I EXIST 24" SEWER _J NEW MH #2 STA 42+38 EXIST BA YSI.DE DRIVE TRUNK MH (UPSTREAM) STA. 56+94 7 9 10 NOTE: 1. SEWAGE PUMP SHALL HANDLE EXIST FLOWS BASED ON THE FLOW STUDIES BY MGD TECHNOLOGIES, INC. (NOVEMBER 8, 2002): 1870 GPM MAX AND 195 GPM MIN. Lt. ,-+--MIN 8" PIPE DIAMETER SEWAGE PUMP SEE NOTE 1 (1-~TY, 1-STANDBY) <J :<-.,'<- NEW MH #3 STA 47+30-/ EXIST MH #60 J NEW MH #4 STA 53+05 --"<' ,< EXIST BAYSI.DE DRIVE ~--/..--.--t----- TRUNK MH (UPSTREAM) STA. 56+94 PHASE I SEWER BYPASS PLAN NOT TO SCALE 4 ~ '?' 5-22-R1 DRAWING NO. C7005 1' OF 14 A B C D E ' N I rs- 1 2 3 4 5 6 7 8 9 10 ,----CONTRACTOR TO VARIES -...., (SEE PLAN :.."' PROFILES) AND CONCENTRIC FLAT TOP PRECAST CONCRETE MH VAULT COVER (SEE NOTE 3) EXIST 24"¢ 't_ t DIP . • i--- 1 rr) 0 : I I B 3, 7" -, PLAN MH #1, 2, & 3 DETAIL 1 FIELD VERIFY 12" PVC PIPE FOR MH #3 ONLY CONNECT 12" PVC PIPE TO 12" INSERTA TEE, OR EQUAL SEE NOTE 8 .,.--24" WIDE COUPLING (TYP) EXIST PAVING EL VARIES--, (SEE PLAN AND PROFILE DRAWINGS) ST A, TEE, & MH USE MASTIC TO SEA .-:(1:;);: ::\_..,_ • .rr--.,__---+-+------,-,,..,;,'. ;_/ .. ;~.-.: MIN EXIST PAVING EL VARIES (SEE PLAN AND PROFILE DRAWINGS) EXIST DIP & MH 7 1 MH VAULT COVER . . ~~ . -~ . -. ~·. . . ·.•.:·.,·:_., .• l,,,_,.:,.....J ___ -+-__ J_.,....,.J-:~: ~···-~·-•~·· •. pRECAST MH i. ' .. '. ... :· <: :··· .,.:· .::· ... ''VAULT COVER ,. • • • -~·-: .. : ..• ·=-.{. • •• ,._·.-... ~ #5 @ 12 oc -.. -:-. -. =-·.:-"'1 • .• , • • 'fSRrcAST MH EACH WAY (1 :::::'·.::·t-vit-------r---~-,-..,,.r1·· .. VAllL"t.(SEE NOTE 1) : • ~-;: : _,,,. ___ < ·-· ,;_, •. ~ ::._:_'._--_:_ • •• :·_: __ ._::·:.:~ ;_~·~:. ~.< BTM OF FLG PRECA?'.!i~.!:·:::::·:·-:<:.'":': :I,._ ._,"""'L.,....-._-_-::..,-'-t+._-_-..._~_---1..,_,-._-_-_-~t-..,,:-~-~-.:.....:~L,.,r!_-._'.:...;-:: ·-'-:..,.,-.>.,--.. I-, __ +-6-".,..M_I_N-t-6-c., + t~c: ~A ~c ~-..:.,., ::,~'.--~'. ::...,:/:;:.::·.,~: '.-,.: ;~' ,~\;,,;.' :_...,i :;"""_ : .... :. ... _: ,..t.-. --+--Ir"";:_-:-_,,,_~,/:-:-•. ,-:-_;_::--:.;,.,.,,_:'. __ :·'::.~-: __ ....,,,::.::'=·.=<=·--·:;_·,___:-_-_1-_-_-~-+ _-_-_-_-.-~8"MIN ( 2-SACK SLURRY) <. -.·.':. ::._:_· .. ·::--· ...,.,,..,_,.,,,..,....,.,....,..,....,....,,,+.,-,,...,..,.,....,,-,-,--,-;:-:~ • . "'--72"¢ PRECAST MH VAULT (SEE NOTE 1) SEE NOTE 6 24" WIDE HOBAS -~ COUPLING (TYP), OR EQUAL I I I I SECTION SCALE: 1/2"=1'-0" A , :-~ ...... ' ,r i~gJ, :;:;r, 'i~ -;<·;rt; ·- 1 :;iliM,:i ·?'i:~lil·;·:;: :; 'i\~ui-i\-~ili= EXIST 24"¢ DIP SEE NOTE 9 SECTION SCALE: 1 /2"= 1 '-0" 8 ----BACKFILL WITH 2-SACK SLURRY (TYP) UNDISTURBED SOIL SCALE: 1 / 2" = 1 '-0" C1001 C1002, & C1004 MANHOLE VAULT NOTES: 1. FOR PRECAST MANHOLE VAULT, USE SOUTHWEST CONCRETE PRODUCTS 72"01Dx7" SEWER MANHOLE (DESIGNED FOR H20 LOADING), OR APPROVED EQUAL. 2. FOR MANHOLE VAULT COVER, USE ALHAMBRA FOUNDRY CO. CAST IRON LARGE STREET TYPE FRAME AND IRON COVER (MODEL NO. A-1516). 3. FOR PRE CAST MANHOLE VAULT COVER, USE SOUTHWEST CONCRETE PRODUCTS 72"x12"x48" CONCENTRIC OPENING FLAT TOP COVER {DESIGNED FOR H20 LOADING), OR APPROVED EQUAL 4. INSTALL PRECAST CONCRETE MANHOLE VAULT AND COVER PER MANUFACTURER'S REQUIREMENTS. 5. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS AND ELEVATIONS PRIOR TO FABRICATION AND CONSTRUCTION. 6. USE BOND BREAKER WITH BACKER ROD AND CAULK. 7. USE 316 SST BOLTS WITH ANTI-SIEZE COMPOUND FOR FLANGE. 8. CONTRACTOR SHALL INSTALL 12" INSERTA TEE, OR EQUAL, AT TEE BASE OF MH #3 {!NV 4.10±) AFTER VERIFYING LOCATION OF 12" PVC PIPE. 12" PVC PIPE SHALL BE CONNECTED TO THE 12" INSERTA TEE. 9. ALL REMOVED PIECES OF EXISTING 24" DIP SHALL BE DELIVERED TO OCSD PLANT 2 FOR DISPOSAL. DESCRIPTION DATE APPR. ~t .. STREET ZONE 2'-6" CONCRETI: TRENCH RESTORATIT ASPHALT TRENCH RESTORATION • EXIST AC PAVEMENT TO BE SAWCUT t PIPE ZONE I I 7---NATIVE OR EXCAVATED MAX. Q.D. + 20" MIN. O.D.+ 12 0.4 OD 1 1 /2" MAX FOR 1 ST 6" 7---AS PER STANDARD SPECIFICATIONS SECTION 300-4 IMPORTED SAND 12"{300mm) MIN ~-EXCAVATION IN THIS ZONE WILL BE COMPACTED TO 95% MAXIMUM DRY DENSITY SHAPE PIPE SUBGRADE TO FIT PIPE BELLS NATIVE SO!L: CONTACT JOINT DOWEL EXISTING t PIPE ZONE I I 11 LACE AC 18" MIN. --EXIST AGGREGATE BASE AND/OR AGGREGATE SUB BASE \ \.. --· TWO SACK CEMENT AX. O.D + O" MIN. 0.0.1 + 12 SAND SLURRY MIX IMPORTED SAND 12"(300mm) MIN ·--EXCAVATION IN THIS ZONE WILL BE COMPACTED TO 95% MAXIMUM DRY DENSITY PIPE TRENCH NOTES FOR NATIVE SOIL: ' ~----,.,. 1--'-=t-n--t---"--'-t--~~ -~' 6"(150mm) MIN 1. MATERIAL SPECIFICATIONS ARE IN SECTION 02200 OF THE PROJECT SPECIFICATIONS. 2. HAND SHAPE BEDDING FOR PIPE CULVATURE. 3 MINIMUM DEPTH OF COVER IS 7 FEET. DEPTHS LESS THAN • 7 FEET MAY REQUIRE SPECIAL DETAILS AS DETERMINED OR PROVIDED BY OCSD AND THE CITY OF NEWPORT BEACH. PIPE TRENCH FOR PVC PIPE DETAIL 2 NO SCALE VAR 0.4 OD SHAPE PIPE SUBGRADE TO FIT PIPE BELLS PAYED AREA: PIPE TRENCH NOTES FOR PAVED AREA: 1. TRENCHES WILL BE BACKFILLED WITH A TWO SACK CEMENT AND SAND SLURRY MIX. 2. TRENCH RESTORATION IN ASPHALT CONCRETE SHALL BE PER STANDARD SPECIFICATIONS SECTION 306-1.5 EXCEPT THAT: A. ASPHALT CONCRETE SHALL BE PLACED IN LIFTS NOT EXCEEDING 4" THICK. B. ASPHALT SHALL BE REPLACED A MINIMUM OF 1' THICKER THAN EXISTING. C. APPLY A NEW TACK COAT TO SEAL THE CONTACT JOINT. D. TRENCHES SHALL BE SAWCUT AN ADDITIONAL 18" ON EACH SIDE OF TRENCH AND OLD ASPHALT SHALL BE REMOVED AND DISPOSED OF. ANY JAGGED OR ROUGH EDGES WILL BE SAWCUT. FIELD ENGINEER WILL DETERMINE ANY ADDITIONAL SAW CUTTING. E. ASPHALT PIECES LESS THAT 5 'WIDE BETWEEN PATCH, NEAREST JOINT OR CURB AND GUTTER WILL BE REMOVED AND REPLACED. 3. TRENCH RESURFACING IN CONCRETE PAVEMENT SHALL BE PER STANDARD SPECIFICATION SECTION 306-1.5 EXCEPT THAT: A. NEW CONCRETE SHALL BE A 8° MINIMUM THICK CLASS 560-C-3250. 8. REPAIR SHALL BE A MINMUM 5' IN LENGTH AND WIDTH. C. N0.5 STEEL DOWELS PLACED 18" 0.C. SHALL BE EPOXYED TO EXISTING ASPHAL TIC CONCRETE. THE DOWELS SHALL ALSO BE EPOXY COATED. 4. PAVEMENT RESTORATION OF STREETS/ALLEYS RECENTLY (LAST 3 YEARS) SLURRIED/RESURFACED/BUILT SHALL BE APPROVED BY OCSD AND THE CITY OF NEWPORT BEACH. 5. BASE MATERIAL UNDER AC WILL BE WAIVED UNDER PROVISIONS LISTED ABOVE. CARE WILL BE TAKEN TO PREVENT SLURRY MIX FROM INTERFERING WITH TACK COAT APPLICATION. 6. THE CONDITIONS AS STATED ABOVE WILL BE IN ADDITION TO THE STANDARD PLATES COVERING TRENCHES. NO CHANGES WILL BE ALLOWED WITHOUT THE APPROVAL OF OCSD AND THE CITY OF NEWPORT BEACH. 7. STRIPING AND STREET DEFLECTORS SHALL BE REPLACED IN KIND. <?::~tfq!1\-·tv·•c,c<.oe : :,~1ijt,1ljljj~{:.7 (J)(](;;t:YJ~l~mr 8. EXISTING AC PAVING THICKNESS IS 6". 'J'i' 12 OF 14 A B A • 04 I . ,.._ E 1 2 3 4 4•1 CORE DRILL 24" OsC. (TYP) SEE NOTE 5 , IH'l~'4&/II~'? W c .F (m-J 0 ' & ~~ ··SEE NOTE 3 ' • ,.._ I 0 -·SEE NOTE 4 ~ \ ' " p A ~ ... , l ~ s.\' ' 0 ~'~Ii ~~ I \ ! 8, ~ SEE NOTE 2 ~ t Am a~ It EXISTING CLEANOUT MH DEMOLITION DETAIL 8 EXIST··· -~ ~~~ _,,.,, CLEANOUT MH DESCRIPTION DETAIL SCALE: 1/2 =1 -0 0 0 Ii) 0 +. f"l I I() <( 1- (/) PLAN MH#4 DETAIL SCALE: 1 2 =1 -0 DATE APPR. 1 C1003 2 C1003 +l ' 0 I . <O DIP 72"//J PRECAST MH VAULT (SEE NOTE 1) ~ CONCENTRIC FLAT TOP PRECAST CONCRETE MH VAULT COVER (SEE NOTE 3 & 4) 5 EXIST MJ __, EXIST PAVING EL VARIES ~~ (SEE PLAN AND PROFILE DRAWINGS) I I 6 7 µ,,-.,-,z-t:X'M,"'JfC/bV ~L lo/LL:: - "" SECTION A SCALE: 1 2 =1'-0 8 ··SEE NOTE 1 ,,---SEE NOTE 3 .,----SEE NOTE 4 ~~r. STA, TEE, & MH ~ ~ ~-MH VAULT COVER WITH 2 CONCENTRIC COVERS (48"//J AND 24"//J) -SEE NOTE 2 • 1 d I I 1'-1"± PER MANUFACTURER SECTION SCALE: 1/2"=1'-0 I I B RESTORE EXIST PAVEMENT PAVEMENT THICKNESS VARIES 8" MIN (2-SACK SLURRY) +l • 0 I C, 9 10 EXISTING CLEANOUT MH DEMOLITION NOTES: 1. CONTRACTOR SHALL DEMOLISH ENTIRE CLEANOUT MANHOLE COVER, INCLUDING MANHOLE FRAME AND COVERS. 2. CONTRACTOR SHALL DEMOLISH EXISTING CLEANOUT MANHOLE WALL AS SHOWN UP TO FINISHED SURFACE PRIOR TO INSTALLATION OF MH 1/4. 3. CONTRACTOR SHALL CUT AND REMOVE EXISTING 24" DIP AS REQUIRED, INCLUDING PIPE SUPPORT, VALVE, AND OPERATOR, FOR 1NSTALLATlON OF MH #4, NEW MANHOLE TEE SHALL BE CONNECTED TO EXISTING 24"¢ DIP. 4. CONTRACTOR SHALL DEMOLISH EXISTING CLEANOUT MANHOLE BASE AS REQUIRED FOR INSTALLATION OF MH #4. 5. REMAINING CLEANOUT MANHOLE BASE SHALL BE CORE DRILLED PRIOR TO BACKFILLING. 6. ALL REMOVED PIPE PIECES SHALL BE DELIVERED TO OCSD PLANT 2. MANHOLE #4 NOTES: 1. FOR PRECAST MANHOLE VAULT, USE SOUTHWEST CONCRETE PRODUCTS 72"rll1Dx7" SEWER MANHOLE (DESIGNED FOR H20 LOADING), OR APPROVED EQUAL 2. FOR MANHOLE VAULT COVER, USE ALHAMBRA FOUNDRY CO. CAST IRON LARGE STREET TYPE FRAME AND IRON COVER (MODEL NO. A-1516). 3. FOR PRECAST MANHOLE VAULT COVER, USE SOUTHWEST CONCRETE PRODUCTS 72" x12" x48" CONCENTRIC OPENING FLAT TOP COVER (DESIGNED FOR H20 LOADING), OR APPROVED EQUAL. 4. INST ALL PRE CAST CONCRETE MANHOLE VAULT AND COVER PER MANUFACTURER'S REQUIREMENTS. 5. CONTRACTOR TO FJELD VERfFY ALL DIMENSIONS AND ELEVATIONS PRIOR TO FABRICATION AND CONSTRUCTION. ~.-·~-·~ t-f"<~•:: unifiwJ -$'H/ ':'-:' 1·:' ttc;; b-0.t:t{\ ... ~:i ,ii::,-, rr1t_J1--=· ff>.{,i~?d, th'i~) >ifrt-dtn_q .-_(_,: . '11\h tW~-,,;:,ii~vin;--:[ ,.·c,~( .ja'')';,,:.;l;;1 ' •• ,,;, -.;-. -/"-~'" .,, • 5-22-R1. DRAWING NO. S5002 13 OF 14 A B, C -· . . . . . 1 \ \ NEW 12" PVC 2 • I EXISTING 10" CIP FROM MH#59 !NV 27.13± 3 EXISTING MH #60 SEE NOTE 5 REMOVE EXISTING 1 O" CIP !NV 27.00± SEE NOTE 1 PLAN OF MH BASE 4 EXISTING MH #60 DETAIL --NOTES: .:': 1. REMOVE EXISTING 10" CIP AS REQUIRED TO :: CONSTRUCT NEW 12" PVC SEWER LINE. REMAINING 1 O" CIP SHALL BE ABANDONED AND FILLED WITH 1-SACK CEMENT SLURRY. . 2. EXISTING MANHOLE SHALL BE CORE DRILLED TO \'. FIT NEW 12" PVC. MATCH EXISTING INVERT. -"" 3. NEW CONNECTION TO EXISTING MANHOLE SHALL : BE WATERTIGHT WHEN COMPLETED. PER CITY OF NEWPORT BEACH STD-401-L, APPROVED METHOD • FOR PIPE TO MANHOLE CONNECTIONS: USE COUPLINGS WITH ELASTOMERIC GASKET SEALS. CEMENT-GROUT INTO MANHOLE WALLS. USE PIPE INSERTS THROUGH COUPLING. ·": 4. CONTRACTOR SHALL FIELD VERIFY ALL -ELEVATIONS AND DIMENSIONS PRIOR TO CONSTRUCTION. --:_ 5. MH #60 SH ALL BE SEALED AFTER ALL MODIFICATIONS ARE COMPLETED. ALL JOINTS SHALL BE SEALED WITH AN APPROVED EPOXY SEAL. VACUUM AIR PRESSURE TEST SHALL BE PERFORMED AT MH#60 IN ACCORDANCE WITH SPECIFICATION SECTION 02730. DETAIL 2 NOT TO SCALE C1004 5 .i : . _<f. . . . ·•. ... CR cg TYPICAL SECTION -EXISTING 10" CIP SEE NOTES 2 & 3 !NV. 27.00± 6 7 8 9 . ' ·,c, "''· • .... ,.,,...,-. --...,--~-(' I l 'j I I I I ... . ' I '·'\ : : 10 36"0 SINGLE-SIZE DISC PLUG CONTRACTOR TO PROVIDE PLUG SUPPORT {AS REQUIRED) PER MANUFACTURER'S INSTRUCTIONS i ... / ••• ' ............... ~.--•• -,.,.,.,...~," _,,·h.:_L,.1;:~~~\;====.!la ""'~ -- (2) 24"0 ALL RUBBER PLUGS_.., ""' (TYP) 12" '---SPECIAL HOBAS TEE MIN (SEE DWG. NOS. S5001 & S5002) (TYP) RETRIEVAL/SAFETY LINES AS REQUIRED TYPICAL PRESSURE MANHOLE TEST PLUG LOCATION DETAIL 3 NOT TO SCALE PLUG SCHEDULE PLUG TYPE (SEE NOTE 1) REQUIRED INFLATION MAXIMUM TESTING PRESSURE PRESSURE 1. 24"¢ ALL RUBBER PLUGS 25 PSI 15 PSI (NO. 030-24-1) 2. 36"¢ SINGLE-SIZE DISC PLUG 60 PSI 15 PSI (NO. 010-36-1) PLUG NOTES: 1. PLUGS SHALL BE LANSAS PLUGS, OR APPROVED EQUAL (SEE PLUG SCHEDULE). 2. CONTRACTOR TO INSTALL PLUGS AND PLUG SUPPORTS (AS REQUIRED) PER MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS. 3. AIR PRESSURE TEST SHALL BE PERFORMED IN ACCORDANCE WITH SPECIFICATION SECTION 02730. 5-22-R1 DRAWING NO. S5003 14 Of 14 ,· 2 3 4 5 6 7 8 9 10 C: w ~ VI O ::,-c 0 a, A B C D E oinF ,.,t:; 0 C: c; X g '-' ~~ ]~ ORANGE COUNTY SANITATION DISTRICT I N a I ________________ ____J VICINITY MAP NO SCALE CONTRACT No. 5-22-R1 BAYSIDE DRIVE TRUNK SEWER MANHOLES DECEMBER 2002 DESIGN SUBMITTAL 3 LOCATION MAP NO SCALE PRELIMINARY NOT FOR CONSTRUCTION ORANGE COUNTY SANITATION DISTRICT APPROVED R.C.E. 31918 DAT::: OAV:0 A LUDWIN -DIRECTOR OF ENGINEERING RECOMMENDED R.C.E. 53657 DAT::: MATT SMITH -CHIEF PROJECT OFFICER PREPARED UNDER THE SUPERVISION OF: R.C.E. 42234 DATE: TOG HAYNES -PROJECT MANAGER i;..·_ +---r------------:-1--:-1~----------,--------------------------------------------~ ~g 1--+-----------l--l------1 DESlGNED BY· BOND:X:. A-l1/lS/02 ~ BAYSIDE DRIVE TRUNK SEWER MANHOLES PRO..E:T NO. <"'. 1--+-----------l--l------1 DRAWN BY: CHUNG, Kl 11/15/02 ORANGE COUNTY CONTRACT NO. 5-22-R1 ;! t=t==========~~~~~~--~_t-_-J-_---1~CH:::.:c:::.::CKED:::....::.::ey,=c"=o•.=JAS=cN=' -='~'1=,s1=02=-j L~ LE:E:&RO. Inc. DRA~Nc No. ;; ~MA=R~=======D-E-sCR=,o=nON========l-l~DA=IT~:f-AP--IP--iR (ir ~01 ~~51~~1~~:DiN~~~ SANITATION DISTRICTI. TITLE, VICINITY AND LOCATION MAP GQQQ1_. 00 1 ~ 7 I 5-22-Ri 1 I 2 I 3 I 4 I 5 I 6 I 7 I 8 I 9 I 10 -+---..:.... __ _....;_ __ ..:;.. ___ 1..-__ _.:a,. ___ .!.,... __ .,,,,;a. ___ .,b. ______ ,,,,;;;,,= ='====~===~=-~====abc===~==="'===~===t===~====l- A - B - C - D - E - m "F it ~~ l ~! DRAWING LIST G0001 TITLE, VICINITY AND LOCA TIQN MAP G0002 DRAWING LIST, GENERAL NOTIS, LEGENDS & SYMBOLS, REFERENCING/NUMBERING SYSTEM C1001 PLAN AND PROFILE C1002 PLAN AND PROFILE C1003 PLAN AND PROFILE C1004 ENLARGED PLAN S5001 MANHOLE DETAILS GENERAL NOTES 1. All SEWER WORK SHALL CONFORM TO THE CllYS STANDARDS AND THE STANDARD SPECIFICAllONS FOR PUBLIC WORKS CONSTRUCTION (GREEN SOOK), AS LAST REVlSED. 2. THE CONIBACTOR SHALL OBTAIN All NECESSARY PERMITS. 3. THE UNDERGROUND UTILITIES AND STRUCTURES AND EXISlJNG GROUND ELEVATIONS SHOWN ON THE PLANS ARE BASED ON RECORDS SUPPLIED TO LEE & RD, INC. THE CONTRACTOR IS CAUTIONED THAT THE INFORMATION HAS NOT BEEN FIELD-VERIFIED AND THE ACTUAL FIELD CONDITIONS MAY VARY FROM THOSE SHOWN ON THE PLANS. IF PRECISE INFORMATlON IS REQUIRED AS TO THE EXISTENCE AND LOCATIONS OF THE FEATURES IN ORDER TO EXECUTE THE WORK AS SHOWN ON THE PLANS, THE CONTRACTOR SHALL OBTAIN THE INFORMATION AT NO ADDITIONAL COST BY DETAILED FIELD INVESTIGATION, INSTRUMENTAL SURVEYING, AND POTHOLING TECHNIQUES. ADDITIONALLY, THE CONTRACTOR SHALL TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UNDERGROUND UTIUTlES AND STRUCTURES, \YHETHER SHOWN OR NOT ON THE PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY OR All DAMAGES CAUSED BY THE FAILURE OF LOCATING AND PROTEC11NG UNDERGROUND UT1U17ES AND STRUCTURES. 4. BIDDERS ARE URGED TO V!SIT THE SITE TO VERIFY EXISTING SITE AND FACILITY CONDITIONS PRIOR TO SUBMITTING BIOS. 5. TI--1E CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS PRIOR TO ORDERING OF MATERIALS AND/OR CONSTRUCTION, 6. THE CONTRACTOR SHALL NOTIFY THE ENGINEER \YHERE A CONFLICT OCCURS ON ANY OF THE CONTRACT DOCUMENTS AND DRAWINGS. 7. THE CONTRACTOR SHALL KEEP THE PROJECT SITE CLEAN AT ALL TIMES DURING CONSTRUCTION. ALL SURPLUS EXCAVATION MATERIAL AND DEBRIS SHALL BE PROMPTl Y REMOVED FROM THE SITE. 8. THE CONTRACTOR SHALL PROTECT EXISTING STRUCTIJRES ANO UNDERGROUND U11LITIES. THE CONTRACTOR SHALL REPAIR DAMAGE CAUSED BY CONSTRUCTION AT NO ADDITIONAL EXPENSE TO THE DISTRICT. 9. THE CONTRACTOR SHALL NOT INITIATE CONSTRUCTION UNTIL THE SHORING METHOD HAS BEEN FAVORABLY REVIEWED. 10. ALL OPEN CUT EXCAVATION SHALL HAVE SHORING SYSTEMS IN COMPLIANCE WITH CAL OSHA REQUIREMENTS. 11. THE CONTRACTOR SHALL COMPLY WITH ALL STATE LAWS AND ORDINANCES RELAT.NG TO SAFFTY AND CHARACTER OF WORK, EQUIPMCNT AND LABOR PERSONNEL. THfS SHALL INCLUDE, BUT IS NOT LIMITED TO, SHORING, TRENCHES, AND VENTILA170N OF CONFINED SPACES. 12. CONFINED SPACE ENTRIES SHALL BE PERFORMED IN ACCORDANCE WITH THE PROVISIONS OF GENERAL SAFETY ORDERS, TITLE 8, AND CALIFORNIA CODE OF REGULATIONS, 13. CONTRACTOR SHALL MAINTAIN ROAD ACCESS AT ALL TIMES DURING CONSTRUCTION. 14. THE MINIMUM 28 DAY STRENGTH AND TYPE OF CONCRETE SHALL. BE AS FOLLOWS: NORMAL WEIGHT CONCRETE: F'C = 3000 PSI LEGEND AND SYMBOLS SYMBOL D ' DESCRIPTION EXISTING BURIED PIPELINE CENTER LINE UTILITY BOX (AS LABELED) DEMOLISH OR REMOVE GENERAL ABBREVIATIONS SD BOTTOM CLR CLEARANCE CONG CONCRETE DET DETAIL DI DUCTILE IRON DIA(91) DIAMETER DWG(S) DRAWINGS EA EACH ELEV ELEVATION EXIST EXISTING INV INVERT ELEVATION MAX MAXIMUM NH MANHOLE NIN MINIMUM DD OUTER DIAMETER pp POWER POLE SCH SCHEDULE SHT SHEET STA STATION STD STANDARD SlL STIEL TD TOP OF TYP TYPICAL VAR VARIES PIPING SERVICE IDENTIFICATION cw D FM G SD s, ss CITY WATER DRAIN FORCE MAIN GAS SANITARY DRAIN SANITARY SEWER DRAWING CROSS REFERENCING SYSTEM 1. WHERE THE SECTION IS CALLED OUT, SECTION CUTS ARE IDENTIFIED AS FOLLOWS: DIRECTION OF SECTION CUT L ~SECTION LETTER -~DRAWING WHERE SECTION IS SHOWN 3. WHERE THE DETAILS ARE CALLED OUT, DETAILS ARE IDENTIFIED AS FOLLOWS: LJ ~ 4. WHERE THE DETAILS ARE SHD\r'vN, DETAILS ARE TITLED AS FOU.OWS: =c:=c.:...:~=-----19::='----'1---I DETAIL NUMBER _DETAIL ~ M-1 DRAWING WHERE DETAIL IS CALLEO OUT • 5. WHERE THE IMAGE IS CALLED OUT, IMAGES ARE !DENTIF!ED AS FOLLOWS, ~IMAGE NUMBER ~~DRA\\1NG WHERE IMAGE IS CALLED OUT 6. WHERE THE IMAGE JS SHOWN, IMAGE IS IDENTIFIED AS FOLLOWS, ~IMAGE NUMBER ~DRAWING WHERE IMAGE IS CALLED OUT 7. NOTES USTED ELSEWHERE ON THE DRAWINGS ARE REFERENCED AS FOLLOWS; rP DRAWING NUMBERING SYSTEM M -1 \ \_ EQUENTIAL NUMBER ~DISC!PUNE CODE -SEE LISTING THIS DRAWING PRELIMINARY - I- NOT FOR CONSTRUCTION ~~ iO~N·,·-l,~~+~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~i~~~i~~""_i...,.---------------,--------,--------------------,------------------------.-----------==== = = = = = = = = = : ; : ; ; ; ; ; ; ; ; : ; ; ; : = = = = : . . t - , ,i- PROJECT NO. .., irn orno,m aY•Bondpc , -11b<M ~ BAYSIDE DRIVE TRUNK SEWER MANHOLES ~ <'IN DRAWN BY: Bondoc A 11 /J4/q7 CONTRACT NO. 5-22-R1 5-22-R1 f! 1--l--------------l--_j___J__:CHc::EC:::_:KED:=..::_BYe.c' c=''=='"""''""=s=''=-="'=ci'='icc:R''=-4, IS ORANGE COUNTY DRAWING LIST, GENERAL NOTES DRAV,,NG ND. ~ "~ 1 ":~,~~i~c~,s I A.& LEE&RO. Inc. SANITATION DISTRICT LEGENDS & SYMBOLS G0002 ~ ~~ f";;;AR.::,K:i,_ ____ _,::D:;;ES:;:CR.::,:IP-,TI.::,:DN~-----"D:::,A:;;TE;i;A.::,P:.:;PR,_. _ _.:;(" ... ' ... 0 ... T.:,2·_-s::c::Al£:.::AC::c::,DR::;D1 ... NG:;.LY)r---..l...-----L-..,....---------...,.---L...::::;::::_ ______________ [!R~Ec.F..::E:.'R-'-E~N~C=IN=G"-/~N,LJMBERING SYSTEM 2 n, 7 ~ l I I I A B fu '-~. ~~ 0 m C D E (')~F ~-w ~~ g 13 -;:' E ]8 2 3 4 5 _L,.._c....L__,i,~: ~: t 6 7 8 9 10 NOTE: 1, FOR MANHOLE OETAJLS, SEE DWG, NO, S5001, 1~0",1 ... i--~-=jf~=~-==~-==~-==~-==~-==~-==~-===--==~-===--===--===--=tt=--==t=-~==:1::r-;;~~~~~@QL=::i----T------------r-:;;:;;:;;;:;:-------------,~ ~ = : - : : - : = - = - = : : : " . " " ~ - ~ - - - - - - = - - - - - l i;i~ I DESIGNED BY· BONDOC A-11/15/02 _ ;~ CHECKED BY, CHOI, JASON -11/15/02 ,~ ORANGE COUNTY CONTRACT NO, 5-22-R1 5-22-Rl ~ ci..i-DRAWN BY: CHUNG KI -11/15/02 €§ BAYSIDE DRIVE TRUNK SEWER MANHOLES PROJECT NO. ~ z O LINE ts 2 INCHES _,,, LEE&RO. Inc. DRAIIONG NO, g ~~ MARK DESCRIPTION DATE APPR. (tF NOT ,-".'s:'.~ :~~oRotNGLY) SANITATION DISTRICT PLAN AND PROFILE C1 QQ1 ~ § 7 A B C D E ig~F ~~ g 13 ~§ "~ no , ___ ·_,,_,,,,: : '-. ' . : ; __ . 2 : _, -· -------'---~-=-! ' ------i-' ------~-. --------------------~ "' --i -. I ---------I 3 4 5 6 7 I ·-. ·j 4/ -~-'fJ!:7"-E ~~ ~~' ::.:;.,e,;.·..:,_,c0 ·--,£.:=:r· ,.,.,.. ---T• /~"<,.!j._..;' 8 4..t ,-< I I I J / NEWMHNOe STA 48+13 ____ ; 9 NOTE: 1, FOR MANHOLE DETAILS, SEE DWG. NO. S5001. 10 f;,·-1t-_-_--,r_-_-_-:__-_-_-_-_-:__-_-:__-_-_-:__-_-:__-_-_-_-_-_-_-:__-_-_-_-_-_-_-_-_-_l-----_-+r_-------<-,--□-es-,o-N0>-,-v--,-□-Nn-□-c-A---11-11-,1-,-,----,--------,-----------------,-®--------------------,--B-A_Y_S_I_D_E_D_R_I_V_E_T_R_U_N_K_S_E_W_E_R_M_A_N_H_O_L_E_S __ _,,,,,=,;,:;-=-----l- <'~ DRAWN BY: CHUNG Kl -l)/15/02 CONTRACT NO. 5-22-R1 &~ CHECKED BY, CH□!, JASON -11/15/02 ,~ ORANGE COUNTY t~ ":~,~~,~~2~" -'-,, LEE&RO, Inc. SANITATION DISTRICT PLAN AND PROFILE ~ ~ 1,-M"A"""R"Kf---------,OccE~S"cR"IP_TI_O_N _______ -+□"AccTEccl-A"P"PR...j. (!F NOT 2" -SCALE ACCOROINGL Y) 00 PROJECT NO. 5-22-Rl DRAWING NO. C1002 4 7 o, ' ~ N ~ 6 z ~ u ~ ~ 5 u A B C D E ~~F ~w "~ g !!, cE .:?'~ :~ 2 3 -~---------------- IL~~' Ell-·~-~ ' • ' 4 5 6 7 8 9 10 ; - ;_,:;;;;::,__~ ~::: !....:.' ;-'--·'-"""''-' -" ::.;:;;gr>:~;,_: ~j;~i-?'.,1 (,"'i"Ji.-;;:, fo;; ,=.L-'(;),',~F'c~,3~-·i,C~.C_\ • -f ,,): y~ EXIST CLEANOUT MH ?~_-1--,----------------------,---,---,-------------------,--------r----------------------,-----------------------------,----,------,.,----..,.r-:---------.,-,.,-,---.,-,--r---,:;;;~:,:e;--::;:-------;---1 ~ g DESIGNED BY· BONDOC. A-11/15/02 ~ BAYSIDE DRIVE TRUNK SEWER MANHOLES PROJECT NO. ~ i: DRAWN BY: CHUNG Kl -11/15/02 CONTRACT NO. 5-22-R1 5-22-Rl ~ ~o CHECKED BY, CHOI, JASON -11/15/02 I~ ORANGE COUNTY DRA\\ONG NO. z t~ u:~,~~'~'.;," £..-,,. LE:E:&RO. Inc. SANITATION DISTRICT PLAN AND PROFILE C1003 j ~~ MARK DESCRIPTION DATE APPR. (IF NOT 2"-SCALE ACCORDINGLY) 5 OF' 7 8 oo ~ ~-=i~ m A B C D E "ln F .~ 2 3 4 5 6 ENLARGED PLAN AT MANHOLE #1 DETAIL SCALE: 1 ==30 -0 p ENLARGED PLAN AT MANHOLE #3 ~. DETAIL 7 ,t.f"' i?"J,,,."'-U '40'" /( ,,. e,o 5 , /....,, :!Sf! 6-Z' 8 9 ENLARGED PLAN AT MANHOLE #2 DETAIL SCALE: 1 "=30 -0' NOTE: 1. FOR MANHOLE DETAILS, SEE DWG. NO. S5001. 10 ]~ SCALE: 1"=30'-0" ?~~-➔--,r--------------------,--,--,----------------"T-------,---------------.':::.=::'...---r---=:::----------------------r-~:-:-;;:::;:::::-;::;::;:-;::-;;::;-;;:-;;;-;:;:::;:;;::;;7,;-::-::;;-;;::;--;::-;::--T,:;;oicnw:------,, g~ DESIGNED BY· BONDOC A-ll/21/02 ~ BAYSIDE DRIVE TRUNK SEWER MANHOLES 5~ DRAWN BY, BONDOC A-ll/21/02 ORANGE COUNTY CONTRACT NO. 5-22-R1 PROJECT NO. ~ t CHECKED BY: CH□r, JASON -11/21/02 #~ ~~ .6.-,, LEE&RO. Inc. ,;,c LINE IS 2 INCHES SANITATION DISTRICT ENLARGED PLAN AT FULl. SIZE ~~ MARK DESCRIPTION DATE APPR. (IF NOT 2"-SCAL£ ACCORDINGLY) 00 5-22-R! DRAiYlNG NO. C1004 6 OF 7 ' n N ~ 0 z ti < ~ z 0 u A B C D E '"F itt q~ ~ ~§ ]i 2 3 FRAME AND COVER\ AC PAVJNG. VERIFY WITH LOCAL (SEE NOTE 1) AGENCY REQUIREMENTS " z I . &! N <{ X :1 z g" MIN :, CONCRETE 'o ~ COLLAR I "' INSTALL 2 PREFORMED ~ CORNER TURNBACKS I UNDER FRAME "' PVC WELD STRIPS (TYP) PVC LINER (TYP) ---:~ 5'-0"¢ PREFORMED CORNER- WELD STRIP (TYP) 1----+--ll._ MANHOLE SHELF (SEE NOTES 3 AND 4) __,,::;:~:::~i~ "-w (SEE NOTE s) , N B z o: CONCRffi CHANNEL----I ·----1--+"-•-. <i 1 r,.,,..,,.-~--s \ >-o "- an,>-""0 V> EXIST 24 "¢, !;.,S •., I\ -I-+-_,_(/) 5 8 0.1.P. SEWER ~ 6" GRAVEL (3/4" MAX) BASE POURED IN PLACE_...,..-AGAINST UNDISTURBED SOIL • ,. '• -+---PRECAST BASE 1---,--,----=-----, (SEE NOTE 8) PVC LINED SEWER DETAIL NO SCALE 4 5 6 ll I u Ill s:ecr;t».I e,-e, n,p,..,,__.e,,:,;4'/ ,. . CLEANOUT MANHOLE DETAIL DETAIL. SCALE, 1 -1/4" 7 " !:1 f1 it -M ' -,, <-;/,;< ,n • , • • • 4 , 8 9 10 1, .. , . t, -~. /.!:f4 I~ ~··• It:,• ii i,# &~;>ft 4/JL '~ I'' / ""'--,, --·"'ff;, /.,,1, :•,-,-~-,; ,/ j l 'h o/ I' ~, ~"7'".,-,.::~~ ,, } %~~~ .. ~~ " ;-; "'' j /'. "--" ' ;, I =· ·"'"'l'/ ,, ,-,l,.. ~-~ )__ ll'r' ~ 0Nc if/• -·;t '' tl~,~ /1''7••,:!k J ~- I ,, 7.JETA IL I TZQlvVDT. MANI-IOLE E'&?C/LE: AT ST.A-53-IOO. ,LCK)K"G0t/TH£4.575'(LY NOTES, 1. FRAME AND COVER SHALL BE ALHAMBRA FOUNDRY CO., MODEL NO. A-12518, DR APPROVED EQUAL. 2. CONTRACTOR SHALL FIELD VERIFY ALL ELEVATIONS AND DIMENSIONS PRIOR TD CONSTRUCTION. 3. INSTALL NON-SKID SURFACE ON COMPLETE MANHOLE SHELF. APPLY TO BOTH SIDES OF MAIN CHANNEL PER SPECIFICA 1JONS. 4. MANHOLE SHELVES SHALL BE SLOPED 2% TO CHANNEL. 5. COMPLETE CONCRETE CHANNEL SHALL BE CONSTIRUCTED 111TH FORMS AND PVC LINED. 6. ECCENTRIC CONE SHALL BE SET 111TH STRAIGHT SIDE ON DOWNSTREAM SIDE OF MANHOLE. 7, ALL SHAFT JOINTS SHALL BE TONGUE AND GROOVE TYPE JOINED WITH 1/2" OF MORTAR. STEPS ARE NOT ALLOWED ON ANY MANHOLE, 8. PRECAST BASE MAY BE EITHER CIRCULAR OR RECTANGULAR. CONTRACTOR CAN USE A CAST-IN-PLACE BASE IN LIEU OF A PRECAST BASE WITH APPROVAL FROM THE ENGINEER, 9, MANHOLE BASE SHALL BE 3000 PSI CONCRETE. 10. CONCRETE COLLAR MAY BE CIRCULAR OR SQUARE IN SHAPE. ~" ~Ng•7t::l::::::::::::::::::::::::::::::::::r::i::~,------:,o:'.'.:-:--------,--------,------------------.-----------------------,-----------------------c , " , " a " ' , , " c r ' ° " N o " ° . - - - - - i -" , DESIGNED BY· NDOC, A-ll/WC2 ~ BAYSIDE DRIVE TRUNK SEWER MANHOLES " _?.N DRAWN BY: BONDOC A-11/27/02 CONTRACT NO. 5-22-R1 ~t CHECKED BY CHOI, JASON -11/27/02 11!!!!1 0 RANGE co u NTY !~ "N;,'~~,~~:' .-,_ LE:E:&RO. Inc. SANITATION DISTRICT MANHOLE DETAILS ~~ MARK DESCRIPTION DATE APPR. (IF NOT 2"-SCALE ACCORDINGLY) oo 5-22-Rl DRAWING ND. S5001 7 °" 7 I