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Home My WebLink AboutS_5159_S:c (..) ,-: <( ~ 1$ -" a; UJ CD :z 0 I-(!> .... ~ :z !il ~ I-.. ~ :z 0 :::, 0 ~ :c m LJ.. 0 >-I- (..) ii ;f ADAMS AVE. CITY OF COSTA MESA VICTORIA Blll \ i.J > <t ST. BAKER !i;! .! .: ORANGE COAST COLLEGE '" al ~ ~ @-INDICATES AREA SHOWN ON LOCATION MAP VICINITY MAP NOT TO SCALE UNIYERSI TY <I> STORAGE~ YARD a __J RESER. ~ RD. 8; APPROVED BY: LL INTERNATIONAL CORPORATION C,\PROJECTS\ROG\I00\ TITLESHT.OWG PLOT AT Id 1/26/95 CITY OF IRVINE U.C.L ROCKWELL INTERNATIONAL CORPORATION CONSTRUCTION PLANS FOR VON KARMAN A VENUE ER REPLACEMENT SHEET 2 3 4 5 6 7 8 9 f6 9A JANUARY 1996 DESCRIPTION TITLE SHEET STANDARD SYMBOLS AND ABBREVIATIONS, EMERGENCY PHONE NUMBERS, BASIS OF BEARINGS, BENCH MARK, GENERAL AND CONSTRUCTION NOTES 18" VCP SEWER MAIN -STA. 49+90.68 TO STA. ·55+00.00 18" VCP SEWER MAIN -ST A. 55+00.00 TO ST A. 60+00.00 18" VCP SEWER MAIN STA. 60+00.00 TO STA. 65+00.00 12" AND 18" VCP SEWER MAIN -STA. 65+00.00 TO STA. 69+74.64 MISCELLANEOUS DETAILS TRAFFIC CONTROL PLANS TRAFFIC CONTROL PLANS .STRIPING PLAN RECORD DRAWING IBIS IS l ~EWRD DRAIIJJIG OF THE FACILITil!S tDl!lfTIFIED ti TllE Tl TI.E BLOCI OIILY AIID HAS 81!1!11 PREPARED 111 Pill al m:E BASIS OF IIIFORIIA.TION CO!PILED AND FIJRIIISRED 8Y OrHERS. THE ENGINEER AND (lllNER(S) WILL IIOf BE. USPOl!SJBLE FOR AIIY &RROR1Sl vR OHISSION(S) WHICH IIAVI BEEII UlaJRPORATED INTO nus l)llAWING. t.cruAL CXIIIDITIONS Will. VARY SO'IEWIIAT FRO! THF. COIIDITIONS SIIOWN HERF.ON AND Al SCJ!f. LOCATIOliS THE VARIANCE IIAt BE LARGE IF TilE PRECISE LOCATION OF Alff FACIUTY IS ll!OOIRED, l'HE FACILITY SHOIII.D BE FIELD LOCAT!!D Ill 1111! l'll!SENCE OF All FJtPLOYEE OF THE DISTRICT OR THE QIIIElr,S) or THE IJTIUTil:S INVOLVED JONH WAYN AIRPO ij COSTA f) MES ,:,°' -!-" • v"' e;, Cl c '1-~ ~-? SANT A ANA "'µ HEIGHTS ,t, -1? ct ~ '" "'"' "' "' ~ 0' " S;,- ,§ L >·· .!DENOTES PROJECT AREA LOCATION MAP NOT TO SCALE SUBMITTED BY: DANIEL BOYLE ENGINEERING, INC. PROJECT MANAGER: ROBER (EXPIRE . OHLUND R.C.E. 41006 MARCH 30, 1999) PROJECT ENGINEER: ~w~ -;) . '~~e . MAR L.FEHSE R.C.E. 49047 (EXPIRES SEPTEMBER 30, 1996) IRVINE DATE DANIEL BOYLE ENGINEERING, INC. Civil Engineering Services 23231 South Pointe Drive, Suite 103 Laguna Hills, CA 92653 (714) 766-2600 SHEET 1 OF 9 D-386 I I ; . I ., \ I I I i I t I 'j / ' STANDARD SYMBOLS AND ABBREVIATIONS ------<t:------ ------s ------ ................ -:;, -.................... __ ------------ CENTERLINE EXISTING WATER LINE -SIZE AS INDICATED PROPOSED SEWER LINE -SIZE AS INDICATED EXISTING SEWER LINE -SIZE AS INDICATED EXISTING STORM DRAIN -SIZE AS INDICATED EXISTING ELECTRICAL LINE EXISTING TELEPHONE CONDUIT EXISTING UNDERGROUND T.V. CABLE EXISTING GAS LINE -SIZE AS INDICATED EXISTING RIGHT-OF-WAY LINE EXISTING CONCRETE CURB EXISTING EDGE OF PAVEMENT IE.P.l EXISTING WATER VAL VE EXISTING FIRE HYDRANT IF .H.J EXISTING WATER METER {W.M.) -SINGLE EXISTING WATER METER (W.M.) -DOUBLE ............. . ............... '."7 EXISTING AIR RELEASE AND VACUUM RELIEF VALVE EXISTING BLOWOFF ASSEMBLY •• .... T ·; l .i EXISTING CATCH BASIN IC.B.) PROPOSED MANHOLE IM.H.) EXISTING MANHOLE (M.H.) EXISTING ELECTRICAL OR TELEPHONE VAULT EXISTING MAGNETOMETERS EXISTING FENCE EXISTING TREE EXISTING SHRUBS EXISTING BLOCKWALL EXISTING STREET LIGHT EXISTING STREET ADDRESS w--------DENOTES DETAIL NUMBER W DENOTES SHEET NUMBER BENCH MARK AT THE WEST SIDE OF MACARTHUR BOULEVARD, 362 FT. NORTH OF NEWPORT PLACE OR; WHICH IS NAMED VON KARMAN ON EAST SIDE OF MACARTHUR, 49.6 FT. NORTH OF A STREET STANDARD, 65.5 FT. SOUTH OF SOUTHEAST CORNER OF A 3.5 FT, HIGH BLOCK WALL AROUND THE MACARTHUR BOULEVARD PUMP STATION OF THE COUNTY SANITATION DISTRICT. SET AT THE NORTHEAST CORNER AT 4.5 FT. BY 8.4 FT. CONCRETE CATCH BASIN. ELEV A TION 43.194 BASIS OF BEARINGS BEARINGS SHOWN HEREON ARE BASED ON THE GRID BEARING NORTH 40° 39' 36" EAST BETWEEN ORANGE COUNTY SURVEYOR GPS STATION NO. 6160 AT VON KARMAN AND BIRCH AND STATION NO. 6145 AT VON KARMAN AND DUPONT. EMERGENCY TELEPHONE NUMBERS AGENCY SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON PACIFIC BELL TELEPHONE COMPANY CITY OF NEWPORT BEACH -UTILITIES COMCAST CABLEVISION UNDERGROUND SERVICE ALERT DAY 634-3127 835-5200 611 NUMBERS 644-3011 542-6222 l-800-422-4133 NIGHT 634-3211 835-5200 611 644-3717 542-3975 1-800-422-4133 AB ABAND AC ACP APWA AV BC BCR BEG BF BFV BLK BO BVC CB CCP CF Cl CIP CL CLR CMC CML CML6C CMP co CONC CONT CP CPLG cs CTR 't. ICLJ DIA DI DIP DTL DWG E EC ECR EFF EL EP EVC EXIST (EX) F FB FH FL FLG FM FF FG FS FUT GA GALV GV HOR HPG HOR (HORIZJ HWY ID INT INV IP IRR AGGREGATE BASE ABANDONED ASPHALT CONCRETE ASBESTOS CEMENT PIPE AMERICAN PUBLIC WORKS ASSOCIATION AIR RELEASE 6 VACUUM RELIEF VAL VE BEGIN CURVE BE~N CURB RETURN BEGIN BLIND FLANGE BUTTERFLY VALVE BLOCK BLOWOFF ASSEMBLY BEGIN VERTICAL CURVE CATCH BASIN CONCRETE CYLINDER PIPE CURB FACE CAST IRON CAST IRON PIPE CLASS CLEARANCE CEMENT MORTAR COATING CEMENT MORTAR LINING CEMENT MORTAR LINED a COATED CORRUGATED METAL PIPE CLEAN OUT (SEWERI CONCRETE CONTINUOUS CATHODIC PROTECTION COUPLING CORPORATION STOP CENTER CENTERLINE DIAMETER DUCTILE IRON DUCTILE IRON PIPE DETAIL DRAWING EAST END CURVE END CURB RETURN EFFLUENT ELEVATION EDGE OF PAVEMENT END VERTICAL CURVE EXISTING FLARE FLAT BAR FIRE HYDRANT FLOWLINE FLANGE FORCE MAIN FINISHED FLOOR FINISHED GRADE FINISHED SURFACE FUTURE GAUGE GALVANIZED GATE VALVE HEADER HIGH PRESSURE GAS HORIZONTAL HIGHWAY INSIDE DIAMETER INTERSECTION INVERT IRON PIPE IRRIGATION DATE DESIGN ~ •• I APPROVED l---+--+--+--------------------+------+--¾-JA_N_l9_9_6 ____ M_._F_E_H_SE--111#1/,._../ .:j_:/: ., ..... , Jb!M: -·-/ 'I , JOB No. DRAWN ~~NGINEE RCE No. DATE 1AcTIi<IGJ unUTIEs MANAGER 12\ 2 /96 MLF ADDED NOTE#" 22, REVISED NOTES 6 AND 16 R06-IOO-OO J. GONZALEZ II\ 2/914 #LF ADDED NOTES -li/2ANl!~e/ l°¾b -.f,3/., DRAWING NO. CHECKED 1--'-=='-+---+--+---------------------+½l'"'----+==--"APPROVED DA TE D-386 J. OHMART REV. DATE BY DESCRIPTION C.\PROJECTS\R06\IOO\NOTESHT.DWG 1/31/96 PLOT AT 1-l D-386 LAT LF LG LTS MAX MG MH MIN MJ MOA N NAP NTS oc OCEMA OCFCD OCSD OD PE PC IS) PCC PRC ~ IP/LI Pl pp PT PUE PVC PVMT R {RAD) RAD RCP REBAR REINF RES REQ'D RT RTRP RW R/W RWV s SCH SD SHT SJ ss STA STD STL TC THK TS TYP UG VCP VERT w WJ WM LATERAL LINEAR FEET LONG LIME TREATED SOIL MAXIMUM MILLION GALLONS MANHOLE MINIMUM MECHANICAL JOINT MACHINED OVER ALL NORTH NOT A PART NOT TO SCALE ON CENTER ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY ORANGE COUNTY FLOOD CONTROL DISTRICT ORANGE COUNTY SANITATION DISTRICTS OUTSIDE DIAMETER PLAIN END PIECES POINT OF COMPOUND CURVE , POINT OF REVERSE CURVE PROPERTY LINE POINT OF INTERSECTION POWER POLE POINT GENERAL NOTES I. THE CONSTRUCTION OF ALL PUBLIC IMPROVEMENTS SHALL CONFORM TO THE REQUIREMENTS OF THE NEWPORT BEACH CONSTRUCTION STANDARDS, STANDARD SPECIAL PROVISIONS, DESIGN CRITERIA, STANDARD DRAWINGS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, 1994 EDITION. 2. STATIONING REFERS TO PIPE STATIONING. 3. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION OF NEW FACILITIES. 4. THE WALLS ANO FACE OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE EFFECTIVELY GUARDED BY A SHORING SYSTEM: SLOPING OF THE GROUND OR OTHER EQUIVALENT MEANS. TRENCHES OR EXCAVATIONS LESS THAN FIVE 15) FEET IN DEPTH SHALL ALSO BE GUARDED WHEN EXAMINATION INDICATES THAT HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED. 5. THE CONTRACTOR(S) SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK AS DESCRIBED IN NOTE 4 ABOVE FROM CAL-OSHA. 6. ALL SEWER LINES TO BE OWNED, OPERATED AND MAINTAINED BY THE CITY OF NEWPORT BEACH SHALL BE VIDEO INSPECTED AFTER CLEANING, AIR TESTING AND MANDRILLING. ALL VIDEO INSPECTION SHALL BE PERFORMED BY THE CITY UTILITIES DEPARTMENT. ANY SEWER LINE FOUND TO BE INSTALLED INCORRECTLY, DEFECTIVE, DAMAGED OR OTHERWISE COMPROMISED SHALL BE REPAIRED/REPLACED AND REINSPECTED, INCLUDING AIR TEST, MANDRILL AND VIDEO, PRIOR TO ACCEPTANCE. 7. THE CONTRACTOR SHALL NOTIFY THE FIRE DEPARTMENT 48 HOURS IN ADVANCE OF ALL LANE CLOSURES. 8. 9. 10. II. THE CONTRACTOR SHALL REQUEST INSPECTION FROM THE PUBLIC WORKS DEPARTMENT 48 HOURS IN ADVANCE OF PERFORMING ANY WORK AT 644-3311 FOR PUBLIC WORKS, 644-3011 FOR UTILITIES. THE PUBLIC WORKS DEPARTMENT INSPECTOR SHALL ALSO BE NOTIFIED AFTER PLACEMENT OF FORMS AND PRIOR TO PLACEMENT OF ANY CONCRETE FOR CURB AND GUTTER SO THAT THE FORMS CAN BE CHECKED FOR LINE AND GRADE AND COMPARIBILITY WITH EXISTING CONSTRUCTION. SEWER DISTANCES SHOWN ON THE PLAN AND IN THE ESTIMATED QUANTITIES ARE HORIZONTAL DISTANCES. CONTRACTOR SHALL VERIFY DEPTH ANO LOCATION OF ALL SEWER CONNECTION POINTS PRIOR TO COMMENCEMENT OF CONSTRUCTION . PRIOR TO CONTRACTOR PERFORMING MODIFICATIONS AND REPAIRS TO THE C.S.D.O.C. MANHOLE STRUCTURES, CONTRACTOR SHALL OBTAIN A PERMIT AND ASK FOR INSPECTION BY C.S.D.O.C. CONSTRUCTION DIVISION AT (714) 962-2411 EXT. 5113. PUBLIC UTILITY EASEMENT POLYVINYL CHLORIDE PAVEMENT ill./2 EXISTING STl!'IPING, PAVEMENT MARKERS OR TIIERMOPLASTIC REMOVED OR DAMA0£.D DLIRIN0 CCJN.STRt.Jt'T/{JN r3IIALL BE /i'E.PLAt'!ED AS REOIJ/RcDBY TIIE. Plll5L/C WORKS DEPARTMENT. RADIUS RADIAL REINFORCED CONCRETE PIPE REINFORCING STEEL REINFORCED RESERVOIR REQUIRED RING 'TITE' REINFORCED THERMOSETTING -RESIN PIPE RECLAIMED WATER RIGHT-OF-WAY RESILIENT WEDGE VALVE SOUTH, SLOPE OR GRADIENT OF PIPELINE SCHEDULE STORM DRAIN SHEET SOLDER JOINT STAINLESS STEEL STATION STANDARD STEEL TOP OF CURB THICK TRAFFIC SIGNAL TYPICAL UNDERGROUND VITRIFIED CLAY PIPE VERTICAL WEST WELDED JOINTS WATER METER RECORD DRAWING IBIS ts A RECOiD DRAWING OF THE FACILITD!S IDEll'I'IF !ID tJ THE Tl rLF BLOCl ONLY AND HAS IIEEli PREPARED lll PART OIi 111i BASIS OF DWORMATION COHPIUID I.ND FURNISRl!D 8l (ffllB]lS THE ENGINEER AND ('W!IER(S) \/ILL N(JJ' BE Rl!Sl'OIISIBLE FOR ANY ERROR,$) 0R OMISSION(S) 1111ICH BAR BEEII UICORPORATED INTO THIS DRAWING. ACTUAL COlllllTlONS wru. VAR, SCl4EIIIIAT FRO! nu. CONDITIONS SHOWN HEllEON AND Al SOME LOCATIOHS 11lt' VARIAIICE fUI BE URGE Tf THE PRECISE LOCATION OF ANY fACillTY 1S Rl!OOIRED, l'BJ! FACILITY SHOULD BE FIELD LOCATED IN THE "l'RBSEIICE OF All F.MPLOYEE OF ffiE DISTRICT OR 111E (1111!:IU Sl OF '111B UTIUTIES INVOLVED (i) 0 0 12 13 CONSTRUCTION NOTES REMODEL AND REPAIR EXISTING 72-INCH DIAMETER MANHOLE BASE AND CONNECT .18-INCH VCP PER DETAILEB INSTALL IB-INCH VCP GRAVITY SEWER PIPE. BACKFILL, BEDDING AND TRENCH RESURFACING PER CITY ST0-105-L, SID-106-L AND DETAIL@ INSTALL 60-INCH DIAMETER MANHOLE PER CITY STD-401-L. INSTALL 48-INCH DIAMETER MANHOLE PER CITY STD-401-L. GRIND EXISTING PAVEMENT, REPLACE OVERLAY AND TRENCH SECTION WITH AC AND RE-STRIPE PAVING PER DETAIL@ REMOVE INTERFERING PORTIONS OF EXISTING MANHOLE AND DELIVER FRAME AND COVER TO THE CITY OF NEWPORT BEACH UTILITIES YARD AT 949 WEST 16TH STREET. DRAIN AND PLUG ENDS OF EXISTJNG~WER LINi:.X WITH CONCRETE, CORE DRILL 2-4" DIAMETER HOLES THROUGH MANHOLE BASE, SAND BACKFILL AND PAVE PER DETAIL@ 8-INCH REMOVE INTERFERING PORTIONS OF EXISTING 48-INCH RCP AND CONSTRUCT TRANSITION STRUCTURE PER APWA STD PLAN 342-0 AND DETAILW. PROVIDE TEMPORARY STORM DRAIN FLOW BY-PASS AS NECESSARY. 'C!J LOCATE EXISTING 12-INCH VCP SEWER LATERAL STUB-OUT AND CONNECT TO NEW MANHOLE PER CITY STD-40I-L. CONTRACTOR TO LOCATE AND PROTECT IN PLACE EXISTING MANHOLES AND CONFIRM LOCATION OF NEW MANHOLES NUMBERS 13 AND 14 TO PROVIDE CLEARENCE OF NEW I8-INCH VCP BETWEEN EXISTING MANHOLES. PROVIDE TEMPORARY FLOW BY-PASS TO ALLOW UNINTERRUPTED SERVICE FROM THE ROCKWELL INTERNATIONAL I2-INCH VCP DURING CONNECTION PROCEDURES TO MANHOLE NUMBER 14, REPLACE EXISTING TREES, CURB AND GUTTER IN KIND. INSTALL 8-INCH VCP LATERALS AND CONNECT TO NEW MANHOLE PER CITY STD-40I-L. CONNECT TO EXISTING 8-INCH VCP AT NEXT AVAILABLE JOINT. REMOVE AND REPLACE RAISED CONCRETE MEDIAN IN KIND PER TYPE •c• P.C.C. CURB a GUTTER AND CITY STD-183-L. CONCRETE ENCASEMENT PER DETAIL ffi. INSTALL I2-INCH VCP GRAVITY SEWER PIPE. BACKFILL, BEDDING AND TRENCH RESURFACING PER CITY STD-105-L, SID-I06-L AND DETAILEB INSTALL PERMANENT FLOW BYPASS FROM EXISTING 10-INCH VCP TO EXISTING I2-INCH VCP AS MANUFACTURED BY STEMAR, INC. (213) 625-0185 OR APPROVED EQUAL. LOCATE EXISTING 12-INCH VCP AND INSTALL 60-INCH DIAMETER MANHOLE PER CITY STD-401-L. DRAIN AMO PLIIG ENC er El!IS'TIIIG U8A'Fll!AL'I' I~ IN• H Ill P WIIH 88UBAl£1F EXISTING FLOWS SHALL BE MAINTAINED AT ALL TIMES. CONNECT NEW I2-INCH VCP TO EXISTING MANHOLE PER CITY STD-401-L. DRAIN AND PLUG END OF EXISTING NORTHERLY 12-INCH VCP. DANIEL BOYLE ENGINEERING, INC. Civil Engineering Services 23231 South Pointe Drive, Suite I 03 Laguna Hills, CA 92653 (714) 768-2600 @ DRAIN AND PLUG SOUTHERLY END OF 12-INCH VCP WITH CONCRETE. DRAIN AND PLUG NORTHERLY END OF 12-INCH VCP WITH CONCRETE. REMOVE EXISTING MANHOLE AND INTERFERING PORTIONS OF EXISTING 8-INCH VCP LATERAL. DRAIN AND PLUG ENDS OF EXISTING 12-INCH VCP WITH V)NCRETE. DELIVER MANHOLE FRAME AND COVER TO THE CITY OF NEWPORT BEACH UTILITIES YARD AT 949 WEST 16TH STREET. REMOVE INTERFERING PORTIONS OF EXISTING 12" VCP, DRAIN AND PLUG ROCKWELL INTERNATIONAL CORPORATION VON KARMAN AVENUE SEY/ER REPLACEMENT STANDARD SYMBOLS AND ABBREVIATIONS, EMERGENCY PHONE NUMBERS, BASIS OF BEARINGS, BENCH MARK, GENERAL AND CONSTRUCTION NOTES SHEET OF 9 SHEETS I I l I r I t ' ' I 48 ..... , ... 44 i'· ·.,·· .···. . .. .; ..... f ... -·~ . .-.-.T.--ice±= 36 32 28 ... .• j 24 I ! i i J J I t J f ! ' ! i ' ! . . r . cit' . .;. IIS' '1i ... ' .~. '~·•1· =-=ti •······ .. .;.... t. I . i I I I ' i ~l. :· .. : ··: .. :·:·1 •• <j ),,; • ;;,,;;_ .... ,., .. ........ , .. ' ! .z ! ' I I ' ! i I • i I ···+-· • ··,· •• • • uct':J: l e.rz: LE •• n: s1 . -~=-~: • •• •. -r .. .-.~·.: .. :•;. ;:.:.:::: .. .-:: .. • 1.··.··.:'. . , ....... :· .. • • C ••• < ••• C . ... .. ' ·• . . • ~-.'J:.:·· .. , ............. ··.·~·· ·+·.-·· : , " .. ' . ·.:.t } •.-•• C • : .-..1.: ••• NOTE: .. ~ ---· .... ·F"f.-"'""CCCFi••····· ·.' .. -.:.:.-"{ .. ·~ • •••• ·, ••••• • • r--···:··r··· •. '" ---.t . -·+-·. ·-+-.... ; ... ~ i • ···-+-· ---: --·· ... ; ... .. +" .. r······:;.·· . ~ .:. ·: t . . '-.. . .. !, .. 51 BEGIN CONSl;RUCTION STA. 49+90.68 • M.H. NO. I f I i CONTRACTOR SHALL P01HOLE AND LOCATE ALL EXISTING UNDERGROUND UTILITIES CROSSING THE PROPOSED SEWER PIPELINE PRIOR TO COMMENCING CONSTRUCTION AND PER SECTION 1-30 OF THE CONTRACT SPECIAL PROVISIONS. c: l"f.4:6si .. ·· ., . .,. -· - HEO SURFACE • tPE:LINf SCALE HORIZ: VERT: 1"=20" 1"=4' 53 i I i I . .. . t i: ,: , ... 54 CONSTRUCT 18" VCP SEWER PIPE CONSTRUCT 18" VCP SEWER PIPE 2,---------------------------~ STA. 51+43.00 ~------~~3 M.H. NO. 2 J • I ,e.r,,r EXIST. 8"5, S:0.0040, 1[=33.40 L:88' \ \ STA. 52~ 31-----------~ M.H. NO. 3 21 ID, , µ ••• ::ii: o,, :w, -·····~· ~,~---·· !:.;·· •• !X = .\.. -~-·:;-:..,,,, ::.: .. ::: ·;;; .-."::.: .-· ,' :_: -. '-'-~" ,..., ... -.. ~=-=·~~-. . . . -_, ••'" ·= .• \ ,,c;c.,-.M«-c•<r , -~--, • , : __ ~ " __ ,,,,._,,,,,, ·•-"":,~ * ,< \ @ REMOVE EXISTING MANHOLE AND INTERFERING PORTIONS OF EXISTING •• :l, 8-INCH VCP LATERAL. DRAIN AND PLUG ENDS OF EXISTING 12-INCH VCP WITH CONCRETE. DELIVER MANHOLE FRAME AND COVER TO THE CITY OF NEWPORT BEACH UTILITIES YARD AT 949 WEST 16TH STREET. VON KARMAN AVENUE EXIST. 8"5, li..=33.43 S:0.0040, L= 72' ffi @ REMOVE INTERFERING PORTIONS OF EXISTING 12" VCP, DRAIN AND PLUG @ 55 4>8.00 \___;,S'..'.T~A.,_. _::,5~4:!1l9~96::5_--( 4 M.H. NO. 4 CONSTRUCTION NOTES ·.J .:. t.:. ·j l ···1 ....... .. .. +- .::··l REMODEL AND REPAIR EXISTING 72-INCH DIAMETER MANHOLE BASE AND CONNECT 18-INCH VCP PER DETAIL ffi 52 48 44 40 36 32 24 INSTALL 18-INCH VCP GRAVITY SEWER PIPE. BACKFILL, BEDDING AND TRENCH RESURFACING PER CITY STD-105-L, STD-106-L AND DETAIL ffi INSTALL 60-INCH DIAMETER MANHOLE PER CITY STD-401-L. INSTALL 48-INCH DIAMETER MANHOLE PER CITY STD-401-L. GRIND EXISTING PAVEMENT, REPLACE OVERLAY AC AND RE-STRIPE PAVING PER DETAIL ffi INSTALL 8-INCH VCP LATERALS AND CONNECT STD-401-L. CONNECT TO EXISTING 8-INCH VCP AND TRENCH SECTION WITH TO NEW MANHOLE PER CITY AT NEXT AVAILABLE JOINT. DATE JAN 1996 DESIGN M. FEHSE c.tW:7~ APPROV D DANIEL BOYLE ENGINEERING, INC. ROCKWELL INTERNATIONAL CORPORATION JOB NO. DRAWN RCE NO. DATE (AC ING) VON KARMAN AVENUE SEWER REPLACEMENT SHEET NLF /?££{)RO DRA!,//§6.S-R06-100-00 N. VALENCIA MANAGER R.C.E. NO "1-'-Z.14 Civil Engineering Services 23231 Soulh Pointe Drive, Suite 103 Laguna Hills, CA 92653 (714) 768-2600 18" VCP SEWER MAIN 3 REV. DATE BY DESCRIPTION C:\PROJECTS\R06\IOO\SHT5.0WG 1/31/95 PLOT AT 1=20 D-386 CHECKED J. OHMART 4f00(o RCE NO. ~ DATE ST A. 49+90.68 TO ST A. 55+00.00 OF 9 SHEETS I i: I I I I () "1T ..D 52 48 44 40 36 32 28 24 L i···· • c: i i i ·.:.:.(· :J .. t . '--J '.,, :-'•• ,, '••~ T··--,,.,., ! I i i i I NOTE; 55 I ! RECORD DRAWING ltllS I:, A RECORD DRAIIING OF THE FACILITIES IPBIITIP!BD DI ?Ill r l n, BLOCE ONLY AND RAS Bl!EII PREPARED [J Po\i'I' OIi THE BASIS OF IJIFORMATION C04PILED !dill FIJIINISHl!D 61 (Jf'Hl!RS. lHE ffiGINEER AND QWIIER(S) WILL NOi' Bl RESPONSIBLE FOR ANY ERRORtS) JR OHISSION(S) WHICH KAVE BEE/I INCXlRPORATED INTO lHIS llliAWING. ,ICTl//11. COlrlllTIONS WIU VARY SOHEWHAT FR~ THF. CONDITIONS SHOWN IIEREOK AND Al S<M. LOCATIONS 11IE VARIANCE ltAT BE LARGE !f THE PRECISE LOCATION Of .Uff FACILl TT IS REQUIRED. fflE FACILITY SHOULD BE FIELD LOCATED CN 1111! PRESENCE OF All EIIPLOYEE OF THE DISTRICT OR '111£ OWIIEJ!."S l OF THE DTILITIES INVOLVED i .:~, -L:.::-~~-:::-:,,:~A~-~• 'w-•-• CONTRACTOR SHALL POTHOLE AND LOCATE ALL EXISTING UNDERGROUND UTILITIES CROSSING THE PROPOSED SEWER PIPELINE PRIOR TO COMMENCING CONSTRUCTION AND PER SECTION 1-30 OF THE CONTRACT SPECIAL PROVISIONS. DATE JAN 1996 JOB NO. 'I ' --= : ,_,, . ,--------::-:i,,. --~ _-,_--"'} _ 'oi . • • ~ ~ . ----u,-.. ~<--~. -::_l--: __ : _: r. . . . ---~--- ... ·+--- ,,_ Jk-: r -Jt-.:_:, : I • ··.L ·········. 56 . -. --. --. -___ . I-++~~~ . 1 EXIST. B"S, / S=0.0040, lt.=32.42 L=75' «; I CATCH BASIN 18"RCP t.S TAT IDAJ £GUATJDN ,St,,-,.J<f-. .Jf Af/0=- 56+29.1K. BK INV. 38.16• J'TA. STA. M.H. NO. 5 3/ 4 ', ,·----,· i ···1•-11111 ----,~/ •A'~-~-"-=,,.,__ -----·+· l[.=32.46 L=85' ... + ··-· ..... ,. ... .: ... --~---····· • SCALE HORIZ: VERT: I" =20' 1"=4' CONSTRUCT 18" . " . . . --. -- --.-.--_-! ----•-- --T---t ...... i ..... ::=t=:.- VCP SEWER PIPE ,-----------------------------{2 . . . . . .. , "'"' . . .. -.. ·'.':" . ------s-=w=·"'·'"",.,,"'"''~~w', ""-""' ~. CATCH BASIN 24"RCP INV. 37.05• VON KARMAN AVENUE DESIGN M. FEHSE DRAWN DANIEL BOYLE ENGINEERING, INC. R06-IOO-OO N. VALENCIA ~/h.J;;"lnf} I.floor. S MANAGER NO. ¾ 1-l "I' Civil Engineering Services 23231 South Pointe Drive, Suite 103 Laguna Hills, CA 92663 (714) 768-2600 + hLF AE l.'fJII O lJIIAWIN s.t REV. DATE BY DESCRIPTION APPROVED C:\PROJECTS\R06\IOO\SHT6.0WG 1/31/95 PLOT AT 1=20 D-386 DRAWING NO. DATE D-386 CHECKED J. OHMART -~-R=C,c,E~N~O-. ,! ... ,!..,. 7riAtt -·-·1: :···· _. -· t_ •••• ... • ·--~---···· __ 1 __ - . r ••••• 59 ,k •· •--·-- ••••·· .J.t ..... :.J ~--· r ., .... .I :: . J-= •. +==f-· 1 • ·.t 60 -4 z . .. ·.-."t""-~--• ·····+---. . / ··-··-•• -~--··-1·--··-c= i ; . ; ... j .... ! 52 48 44 40 36 32 28 24 . ----,,---·-·----+ __ ,.,.,., "". 1=-=· C._. f--- i " ~ t :'", ---\ ~=-11 ------0 ' II ---:,;--_; _-::f 0 --~ ,,.,,,~ l i CONSTRUCTION NOTES INSTALL 48-INCH DIAMETER MANHOLE PER CITY STD-401-L. 7 GRIND WITH EXISTING PAVEMENT, REPLACE OVERLAY AND TRENCH SECTION AC AND RE-STRIPE PAVING PER DETAIL ffi REMOVE AND REPLACE RAISED CONCRETE MEDIAN IN KIND PER TYPE ·c· P.C.C. CURB a GUTTER AND CITY STD-183-L. CONCRETE ENCASEMENT PER DETAIL ffi DRAIN AND PLUG NORTHERLY END OF 12-INCH VCP WITH CONCRETE. ROCKWELL INTERNATIONAL CORPORATION VON KARMAN A VENUE SEWER REPLACEMENT SHEET 18" VCP SEWER MAIN 4 ST A. 55+00.00 TO ST A. 60+00.00 OF 9 SHEETS I I I I 0 71 ...s> 52 44 40 36 32 28 24 0 ® .... t .: • . . ·····• .... .; . ' i ' r ..... t:-:· ... ; 60 RECORD DRAWING nus IS A RBCORD DRAWING OP TB! rACILITIES IDBNTIF!JID tll THI Tl lU 8LOCI <lfLY AND HAS 8EEII PREPARED DI PAIT llll 11II BASIS OF lNFORMATION COOILED 00 l'URNISlll!D 9l C7lHllRS. l1IE ENGINEER AND OWNER( S) I/ILL NOT BE Rl!SPONSJBLE FOR ANY ERROR1S) .;IR OMISSION(S) 1'111ICB RAVI! BEEN INCORPORATED INTO nus DliAWIHG. ACTUAL COIIIIJTIONS I/ILL VARY SOHEIIIIAT FRO! 11IE CXJIIDITIONS SIIO\llt HEREON AND AT SOME l.OCATIONE THE VARIANCE PIA? BE LARGE !f 111E PRF.CISE LOCATION OF Alff FACILl TY IS REOUIRED, 1111! FACIUTY SHOULD BE FIELD LOCATED lN THE PWENCE OF AN EIIPLOYEE OF THE DISTRICT OR :rilE ClWl!EJUSl OF '1111! UTIUTil!S INVOLVED r I INSTALL 18-INCH VCP GRAVITY SEWER PIPE. BACKFILL, BEDDING AEB TRENCH RESURFACING PER CITY STD-105-L, STD-106-L AND DETAIL 2 7 INSTALL 48-INCH DIAMETER MANHOLE PER CITY STD-401-L. GRIND EXISTING AND RE-STRIPE PAVEMENT, REPLACE OVERLAY AND TRENCH SECTION WITH AC PAVING PER DETAIL® RECORD D RA h//,V 6S REV. DATE BY DESCRIPTION APPROVED C:\PROJECTS\R06\IOO\Si-tT7 OWG 1/31/95 PLOT AT 1=20 D-386 ......... .; . .. ; . .;. 61 . : ··········~······ ' ..•.. :.:.:.:. . . . . . . ·• ········•··----. ·.+.:·· . :.!·· CONSTRUCT 18" ·.• .. •. ' .... , .... ··.··.··. iNiSHEO :•SURF -· PlP Lliii£-: .. ; ... VCP SEWER PIPE 2)---------------------------, STA. 61+30.00 4 /-:-:-c:-:=-tr----. M.H. NO. G ffi --"'Y-" (>i L ·---·-,o l -'•• •-'•= v• •••~',• ---~:.'.t~~,~ 5 \ ' / / ! .; .... / I .~ --• • ./. . .... ~ .-:·:._-.;. • .• ., .I •.• _t ..... _ _-~ . . .. :.l .. •. .. -±--::-::-::- ..; .. ' ........ , ... ;r.- ••• ····t·· ....... .; . . . . . . ··_· ;_.. . .. ·* ... .. ·---~----... t. ::1·.·· 1 ' • }._ ' SCALE 63 HORIZ: VERT: 1"=20' 1"=4' I ST A. 63+63.49 4 /-;-:-;-:---;-;-;c--..:::,------M.H. NO. ? ~ -- . \ I I l I r ... 1-· -- t o ... Q . r(i: i.·.. ,...... ' ., ' ' .. :1. 64 CONSTRUCT 18" ··:·:i· .... _.,.. . .... ; . VCP SEWER PIPE ~----------------------------f 2 '. ' • ! . ' i; ' ' f' NOTE: f'- / __ {$ ·-- 65 a .- ., •• ) ••••• O•• -J • .. :L._ -4. z .. ,; . 0 "' " !.. Iii J i "' / VON KARMAN AVENUE CONTRACTOR SHALL POTHOLE AND LOCATE ALL EXISTING UNDERGROUND UTILITIES CROSSING THE PROPOSED SEWER PIPELINE PRIOR TO COMMENCING CONSTRUCTION AND PER SECTION 1-30 OF THE CONTRACT SPECIAL PROVISIONS. DATE DATE JAN 1996 JOB NO. R06-100-00 DRAWING NO. D-386 DESIGN. M. FEHSE DRAWN N. VALENCIA CHECKED J. OHMART 1.//00" RCE NO. R.C.E. NO. 4:<o Z14 ,Ix, l .. 1:. ~ DANIEL BOYLE ENGINEERING, INC. Civil Engineering Services 23231 South Pointe Drive, Suite J 03 Laguna Hills, CA 92653 (714) 768-2600 ROCKWELL INTERNATIONAL CORPORATION VON KARMAN AVENUE SEWER REPLACEMENT 18" VCP SEWER MAIN ST A. 60+00.00 TO ST A. 65+00.00 ....... ' ....... ' ·•· ••··1i -.,. . ...... .; • .. :: .. ::, .......... ; 52 48 44 40 36 32 24 SHEET 5 OF 9 SHEETS g I i ~ z I 0 5 r ••••••• •❖ •• 56 52 1 48 40 36 ,,,,, ,,,,,,.,, .j:: 1···• • .. :; '. ---· .. ··;•·:. ONSTRUCTL •••LFt·· ·····--•0••·:· . .-1... .IPE-' ........ , .. ➔----' . . ••••••••• ❖•. ••• • • .. ......... ·-·-· 32 ., , . :r-t~j~~o ! • ~. :-~ .. 28 65 ST A. 65+35.32 41-'=-~-2-==---' M.H. NO.));:' RECORD DRAWING IBIS IS A !UlOllD DRAWING OF TBJ! l>ACILITil!S ~lllDl....,"'l,.tiBD 11 THE Tl ru BLOCI ONLY AllD HAS BED Plll!PAIIIID II PART 01 TIil BASIS OF INFORMATION CXJ4PILBll AND PURNISIIBD 8Y <mn!RS THE ENGINEER AND OWIIEll(S) WILL 11111' Bl USPONSllll.li FOR AIIY ERROR1S) (IR <»4ISSION(S) WIIICII RAVI! BEEN INCORPORATED INTO THIS DRAWDIG. AC'l'IW. COIIIIITIONS WW. VARY SCHMIAT FR<J! ntf. CONDmONS S1101111 HEREON AND At 500 LOCATION~ THE VARIANCE MA1 BB LARGE If TIIE PRECISE LOCATION OF ANY FACIUTY 1S IEOUIRED l1IE FACILITY SHOULD BE FIELD LOCAT!ID IN 1111! l!RESENCE • OF All l!IIPLOYEE OF 11IE DISTRICT OR THE QWl!EJl(Sl OF 'l1IE UTILITIES INVOLVED RLF .f£Cf!RD lJNAWl.11/3.S 2-9{,, MLF R£Vl-'ED 12" VC!P II 0. 4 • 006 .~-.t I .g9 I 2·96 MLF ADDED NOTE 'ii= 22 AND REVISED NOTES 6 AND 16 REV. DATE BY DESCRIPTION C:\PROJECT_S\R06\IOO\SHT8 OWG 1/31/95 PLOT AT l;:20 D-386 .. · '· .. .t··· -~··· .. , ❖ ···j . ·•··· 66 APPROVED DATE 9 DATE JAN 1996 JOB NO. RO6-1OO-OO DRAWING NO. D-386 '.2 m "' •• > z 67 ·.-t ····•· l CONSTRlJ~ ·: . . . ; ·_ . _·: _._ . .; .. . i . . ... ·'" .. '. ..... ·: ··::::.· .. _.L_.:·:· .. J-.:· ·:·_· :··:·.-· . : i,.;:::::""~.~·~·•t~~i,.: ' . " ..... /_· t , . __ L CONSTRUCT t.. ' 18" .T .... :.i-·-· ..... ,.._ • ... . . <A 0. ·-z . . . ··-r -·-· --··· ._.._ {.. . .. ~.. ..... . .... t ··:·.r .. : .. ·)······ • ..• . . · .. ··1 ~ ~· .-.· .~·:·:.·. ~s-··.·····.' • -=-+--; ........ :· .. --._ ! .:.c .. = .. =;·=··· ·=· ·"'·=tSc·•,, ... -.............. • ... • ~ ..... . : 1 : : ~: ;-:::.::· 1" :·: .. J---· • --• ........... -....... --·~····· . . '" ... ·-~ ...... ---+-- VCP .. ; .. ....... ~·· .. . . . . ~ ... SCALE HORIZ: 1"=20' 1"=4' VERT: SEWER PIPE .. :: .•• • •.• , •••• ❖ • CONSTRUCT 18" VCP SEWER PIPE KOTO RESTAURANT STATION EQUATION EXISTING MH NO.I STA. 0+58.38= 17 1--'S-'-TccAc... --'9--'O_+7_O.cc·.c.11 __ , ' \. ,, ,'\ . . /-'A// "v', ,..,,~,J" '"",: ·. ',~'.-, ,' •" ,,::j,.,, \ ~,,,, k,P ,..:,,,,,,..-- . •\ . t ···: .... ·::.::·L:.·. . . . : ·' 'f ... ·t ... ····:·----! .. ........ ,,,.· ,,._ . . . , ....... •· . ... _: __ ·-· t •• • . .t ... : .. :J= .. • ·t: :·:::::+::::::: : , ••••••• ·-!,· .. --• ... , ·.:· .. j::·· :· ... ·~ .. --1 ---- ....... . ..: : .l . ·.: • . :.:." . ."(.. 69 /4\ + 4 STA. 6~X I---~--~~~ M.H. NO. X 7.3 lb SEWtR·· • . .-.. :.:r ·:··:·. t<·:-.-,.-·.:-. t • , ..... ·-· ·--' ONST~u· .. r ·: .· .. · .. ·. -- "2i•(,1A ... ;1-,l:::; "'I 1 :1 ·Tl • : '1' ·1 ··1 ,::,; .. 'F(! . • I t::) ·iT•·1,.. • J ·4:1 ..... : • A •-1J- [(: .Ji -. , ...... , ...... ujl····· 0 ·o "VCP : 12" VOP!Si::WER. • ::·x .. _.. , • ❖ . ····--··.,_ __ a, :: ;': l---., . .. t· . .\/ER'. ~ (t;i . . . -••❖ :L··· (__ - .... ·t .:: .. .; ·-···.r . . ; . + :;:J> t=-c:±c:c-i====r= ··:·\. ::::: .••• -·+··· •• . . ·~ -. > I :·:·. j .... ·J . ·······.l ········l ·, I .·:.t .. :·:.· 1 .: .. .! . ... ....... ·1· . 56 52 48 44 40 36 32 28 ·••❖• ... "' ; ;... • >·"t:t: z i.-;! li ...... ,.. ' ::. l--n-t :-.: • ,·a,.~: •. <Oz i== • "' ...... .. . . .................... ;,;( - ~fltlf.JJEt;t;; }P':'VtP. i l,; ~ 7;,{!,lf J41,.;'J5 .··.· • .: :. t . .. t. , .. _..,,_. I I 70 90 END CONSTRUCTION \ \ \ E XJS TIAJl:t .!1° l'CP CONSTRUCTION NOTES \ 0 ® 0 INSTALL 18-INCH VCP GRAVITY SEWER PIPE. BACKFILL, BEDDING AND TRENCH RESURFACING PER CITY STD-1O5-L, STD-106-L AND DETAIL ffi INSTALL 48-INCH DIAMETER MANHOLE PER CITY STD-4O1-L. GRIND EXISTING PAVEMENT, REPLACE OVERLAY AND TRENCH SECTION WITH AC AND RE-STRIPE PAVING PER DETAILffi REMOVE INTERFERING PORTIONS OF EXISTING MANHOLE AND DELIVER FRAME AND COVER TO THE CITY OF NEWPORT BEACH UTILITIES YARD AT 949 WEST 16TH STREET. DRAIN AND PLUG ENDS OF EXISTIN~WER LINEl WITH CONCRETE, CORE DRILL 2-4" DIAMETER HOLES THROUGH MANHOLE BASE, SAND BACKFILL AND PAVE PER DETAILffi B·INCH REMOVE INTERFERING PORTIONS OF EXISTING 48-INCH RCP AND CONSTRUCT TRANSITION STRUCTURE PER APWA STD PLAN 342-0 AND DETAILrn, PROVIDE TEMPORARY STORM DRAIN FLOW BY-PASS AS NECESSARY. 'CJ7 LOCATE EXISTING 12-INCH VCP SEWER LATERAL STUB-OUT AND CONNECT TO NEW MANHOLE PER CITY STD-4O1-L. ST A. 68+69.36 4 >----~---~ M.H. NO,X <· ·(!i I ~ STA. 67+98.74 ~-----~----14 M.H. NO. X /() CONSTRUCT 12" VCP SEWER PIPE II INSTALL PERMANENT FLOW BYPASS FROM EXISTING 10-INCH VCP TO EXISTING 12-INCH VCP AS MANUFACTURED BY STEMAR, INC. (213) 625-0185 OR APPROVED EQUAL. ----------+---------------------!15 \ & STATION EQUATION EXIST. 12" VCP STA. & STA. 90+60.00 (,,f35.'f3:!:. ----.....:i..cc.;;;__i:_.:._c:..;:.:..:;_:; __ =:c_=='-=---{16 M.H. NO .• NOTE: ® CONTRACTOR TO LOCATE AND PROTECT IN PLACE EXISTING MANHOLES AND CONFIRM LOCATION OF NEW MANHOLES NUMBERS 13 AND 14 TO PROVIDE CLEARENCE OF NEW 18-INCH VCP BETWEEN EXISTING MANHOLES. PROVIDE TEMPORARY FLOW BY-PASS TO ALLOW UNINTERRUPTED SERVICE FROM THE ROCKWELL INTERNATIONAL 12-INCH VCP DURING CONNECTION PROCEDURES TO MANHOLE NUMBER 14. REPLACE EXISTING TREES, CURB, AND GUTTER IN KIND. INSTALL 12-INCH VCP GRAVITY SEWER PIPE. BACKFILL, BCDG AND TRENCH RESURFACING PER CITY STD-1O5-L, STD-1O6-L AND DETAIL 2 7 LOCATE EXISTING 12-INCH VCP AND INSTALL 60-INCH DIAMETER MANHOLE PER CITY STD-4O1-L. CRAIN AND i=L.IIG Elril~ OF fUISTIU6 U6Rl'l l!Fllt r 12 IN■ A QCP WITM 681H~RE: IE EXISTING FLOWS SHALL BE MAINTAINED AT ALL TIMES. CONNECT NEW 12-INCH VCP TO EXISTING MANHOLE PER CITY STD-4O1-L AND PLUG END OF EXISTING NORTHERLY 12-INCH VCP. DRAIN VON "KARMAN AVENUE Jf CONTRACTOR SHALL POTHOLE AND LOCATE ALL EXISTING UNDERGROUND UTILITIES CROSSING THE PROPOSED SEWER PIPELINE PRIOR TO COMMENCING CONSTRUCTION AND PER SECTION 1-30 OF THE CONTRACT SPECIAL PROVISIONS. DRAIN AND PLUG SOUTHERLY END OF 12-INCH VCP WITH CONCRETE. DESIGN M. FEHSE DRAWN N. VALENCIA CHECKED J. OHMART Gft.f7 RCE NO. 1/1,/9;_ 'o!ff" S MANAGER R.C.E. NO. 41;,1.1 "j DANIEL BOYLE ENGINEERING, INC. Civil Engineering Services 23231 So11th Pointe Drive, Suite 103 Laguna Hills, CA 92653 (714) 768-2600 ROCKWELL INTERNATIONAL CORPORATION VON KARMAN AVENUE SEWER REPLACEMENT 18" VCP SEWER MAIN STA. 65+00.00 TO STA. 69+74.64 SHEET OF 9 SHEETS I I -I I I I I 0 ..,. -5> EXISTING EXISTING 8" VCP STUB~ EX. INV. 29.92 I /' )17T-' ...______ 30" VCP / /' 1 ' It--...______ '--_ 1_ / /-, j "'"'"' rf .:::-.:::-.:::--~ ..::i.__ -A. / I I '· ~ I "' \ I --¥ --------1f---'- ( ---t-7--+ \ _______ ,___ 1' "'-=----,1~ '-I \ O."t5 -------------- \\ \ I I \ ~ , '--_ l _!_ --t(., J\ \ \.. EX. !NV. 31.78 EX. !NV. 29.99, • , Tl I 11' /¼\''\ '--'--1 I I I I/ ' , ~ -.J I i I r \ \ /Ex1sT1NG 8" vcP I I I I I EX. !NV. 30.20 I I I I \ 1 ~: I :: ,i NOTES: 18• VCP N40•39'36"E ct_ VON KARMAN AVE EXISTING 27" VCP __/ ~ = f _ Y I'lCHANN£L AND R£PAIRBASEOF Etl'/STIN6 72''C.4.lJ.O.t!. lfH I. E #ISIING MAUI !OLE IS 6Wl4"9----8¥-G£EJ,t>r.. J>... NOTIFY C.S.D.0.C, TWO WEEKS PRIOR TO ANY~ CONSTRUCTION AT THIS MANHOLE. PLAN 2. THE EXISTING 72" MANHOLE IS LINED WITH PVC LINER. MAINTAIN FLOW THROUGH THE MANHOLE AT ALL TIMES. PROTECT THE EXISTING MANHOLE AND LINER IN PLACE. EXISTING PVC LINER RESHAPE EXISTING CHANNEL EXISTING V EXISTING 72" ID C.S.D.O.C. MANHOLE PVC TURNBACK PER C.S.D.O.C. STD. DWG. S-050. NEW 18" VCP INV. 29.99, TWO E4CH,81-"Lt!NG 1/CPPIPE Jt/lNTS RECE88£/J VCP PIPE BELL BROLJTED IN PLACE 0 REMOVE EXISTING MANHOLE SHELF AND RESHAPE EXISTING CHANNEL TO FORM SMOOTH FLOW CHANNEL BETWEEN GIVEN INVERTS. LINE NEW CHANNEL WITH PVC LINER. APPLY TO EXISTING CONCRETE BY MECHANICAL MEANS PER SPECIFICATIONS. JOIN PVC LINER TO EXISTING PVC LINER. @ CORE DRILL EXISTING 72" MANHOLE BASE (OD + I" MIN, 2" MAX) INSTALL NEW 18" VCP AND FILL ANNULAR SPACE WITH LOW SHRINKAGE MORTAR EPOXY GROUT. SECTION A-A DETAIL SCALE: 3/6"=1'-0" #4 EACH FACE, ---I<~ 18" o.c. #4 ITYPI ---- ;, 6" MIN (TYPJ , i[ "' >-... TYPICAL CONCRETE ENCASEMENT DETAIL NOT TO SCALE DATE DESIGN VAR/EB A8 IDENTIFIED ON PLI/N,5 (TYPJ r PIPE BEDDING PER CITY STD-I06-L MIN. ~ MIN. 2" 0 GRIND EXISTING PAVEMENT AND OVERLAY WITH ::K' A.C. 6, 'l'e,, @ REPLACE A.C. WITH ll( A.C. OVER 16" A.B. ® ~~-:x~i::p:1~~,l~t=o!ufi!?fBt~it m,t11~7v::~N '3IB•(3.o.ll COLD PLAN£. EK/STING PAVEMENT ( ,!?"MIN DEPTHJ AND RE8LIRF?IC'E JCJIN FLlJSH WITH £)'/ST/NO .STKEET PAYEMEAIT FOR ENTIRE LANE AND RE.STRIPE TRAFFIC LAN£S/MAR'/::'JNOS OF ENTIRE LANE IN WHICH Ttf'ENC'HINtJ CJCC!U/i"S AND ANY tJTHER LANE DAMAOED DURING CONSTRlJCT/tll,/ PER' CC!NT,f'ACT .SP!ECIAL PROVISIONS 3·7.3 AND E)'.43 TIN0 r:JTRIPING PLAN 6'h'E£T #0. 9A IIVC't.LJ!JED h'Ef'E/AI. AC OVERLAY AND REPLACEMENT DETAIL NOT TO SCALE RECORD DRAWING l!IIS IS ~ lllnJRD DRAWING OP THE PACII.I'rm ll&hlfdll ta TR£ Tl TI.E BLOCl ONLY AND 1W1 81!1!11 PREPARBD IJ P&R'I' OIi 1111 BASIS Of INFORIIATION CXIIPILID AND PUIIIIISIIIID 61 Ol!IERS. THE FJIGINEER AND (IWNJ!ll(S) WILL N<7r BE USPOIISJBLE FOR ANY ERROR1S) ilR OIIISSION(S) WIIICII BAYB BEEN INCORPORATED INTO THIS DRAWING, t,CIU.AL COtIDJTIONS WW. YARt SO!EWIIAT FR()! 11lf. CONDITIONS SHOWN HERE.Olf AND AT SO!E LOCATIONS 11IE VARIANCE IIA1 88 LARGE IF THE PRECISE LOCATION OF ANY FACILlTY 1S R!OIIIRED, DIE FACILITY SHOULD BE FIELD LOCATED Ill 1118 P.RBSENCI! M AN. EMPLOYEE OF THE DISTRICT OR Tim llil!ERiS l OF THB IITIUTI!S INVOLVED EXIST. 46" RCPl /'Y = = = = = -= = 7 I \ I I I I \ I I --------- ¥--+I+--_ ~ CONSTRUCTION ALIGNMENT SHA=L=L~+-- / BE SAME AS EXISTING 48" RCP it_ I I \ I '-,____: --=-=-=-=-=-= =-_J --------- EXIST. 48" RCPl ,~=====-==~I;::----:;::::::;:,-:---.-.:::::::---~ I I ... ~ / I I I \ I --I • .. a---.......:: I I 5" "?- t---,._ , -- a) , 0 ' " .c PLAN >-... I --------- l_EXIST. 46" RCP , -=-=..:-= =--=-=-= -=--;,, FLOW -------JI--- - - I I I I I I I I I I \ I '( \ I I I I L ________ .I --------~ GENERAL NOTES WALL. FLOOR AND CEILING STEEL REINFORCEMENT SPACING SHALL BE PER CALTRANS STD. PLAN D60. . ::-,--.--· • • i ~-_l~::·_~8-RCP --:::::::::~;::::::~~,--------➔, ""I . ~ I ::-.--;'.""II .• -r 5• I I --- I \ I I I--I / \ I ---i I ~ ' . . ! ,, I . I I I \ I )' ------+-t- / I !NV. 38.29 \'-,____:.:.: S,0.0020 i I I I I • I I I I INV. 38.31 "' INV. 38.32 I I ' I I "' I I I I S:0.0020 I I I S:0.0020 S:0.0020 ' . . ' ......... . . . • ' . . . . . . . . . . . . . . . . • I • . _._ ' lo 6 . ' --------"(- \ !NV. 38.34 I i S:0.0020-::...=7"} io i[ >-t:. I0'-0" MIN. TRANSITION 4'-0" RCB 10·-o· MIN. TRANSITION SECTION TRANSITION STRUCTURE PER APWA 342-0 DETAIL SCALE: 3/8"=I'-0" • ROCKWELL JAN 1996 M. FEHSE JOB NO. DRAWN RCE NO. S MANAGER DANIEL BOYLE ENGINEERING, INC. INTERNATIONAL CORPORATION VON KARMAN AVcNUE SEWER REPLACEMENT SHEET R06-IOO-OO N. VALENCIA I C:/o/f, MLF REVISED D£TAIL6 I ANlJcl 2 2-,, DRAWING NO. CHECKED REV. DATE BY DESCRIPTION APPROVED DATE 0-386 J. OHMART C:\PROJECTS\R06\l00\DETSHT7.DWG 1/31/96 PLOT AT 1:1 D-386 R.C.E. NO. Lf/<!>O'-,/-s,Lr.~ ._. I -'lw RCE NO. 'DATE DATE 1: t..t, C 4- Civil Engineering Services 23231 South Pointe Drive, Suite IC3 Laguna Hills, CA 92653 {714) 768-2600 MISCELLANEOUS DETAILS 7 CF 9 S>-IEET, ~ £ z I a r a ~ n 8 a 0 " " s 0 ~ ~ 0 • " ~ q 0 z 6 ~ C z < • " ~ ~ ~ ~ " C ,, ~ • " 2 _m ~ C ~ a " z ;; 0 I " ...ll I u [ z I a 6 8 ~ n " " -~ 0 ~ m a ~ " " ~ ~ ' z ; ! C < • ' m " , 0 a ' ~ " i " ~ " z .m 0 ,, .; 0 " ~ I I Cl!,~ \t I I I -,.,_, ~ z :J :i: [:! < ::e OFFICES '!!1 'dOJS 1117 SfoP. R~ R7(RJ ffi OFFICES £ R7 CRJ SEWER LINE C13: C1B: C20(R): RIGHT LANE CLOSED AHEAD Rl-2 ~ R.M I '1t '1t J U D BLVD. MACARTH j\, / / /2 ' ~ \ --1 ~ .:fr ' \ ' \ I I ' \~ \ \ OFFICES ~ ~d \ • ,,o· "i\ l:,-\l OFFICES •" : ·.~ ~\ ~ \ \ 't \ "" \ ' \ ,· (\_ \ RECORD DRAWING 111IS IS A RECOIi) DRMIIIIG OF TRI! FACILITIES IllBIITIF IBll ti flll Tl rn BLOCX ONLY AND HAS BED PREPARED [II PART OIi TRI BASIS OF OIFOIDIATION C!IIPILED ~NJ> PURNISRBD 8Y antERS l11E ENGINEER AND <'WIIER(S) WILL NOi" BE RBSPONSJBLE FOR ANY ERROR1S) JR OMISSION(S) WHICH ~ ~-\ \ . \ • \ HAVE BEEII INCORPORATED INTO 1111S DRAWING. ACTUAL CONlllTIONS WIIJ. YARl SOMEIIHAT FRO! Illf. CONDITIONS SHOWN HEREON AND A1 SOIE LOCATIOllt' 11IE VARIANCE l'LU OFFICES BE 1.AIIGE !f THE PRECISE LOCATION OF All\' FAClLlTY IS REOUIRED l'IIE FACILITY SHOULD BE FIELD LDCAf!W Ill TIIE PRESENCE• OF All. l!IIPLOYEE OF 111B DISTRICT OR mE (M!EJllS\ OF 111B UTILITIES INVOLYl!D ,.,..,o lru_,, ---"~- ~2-9.-Lv4,,, &p( l· 3( 50 2 2/ 96 MLF REVISED TRAFFIC REQUIREMENTS ~ l?/9(p MLF A01J€1J K'7(RJS/GN REV. DATE BY DESCRIPTION • ::3 0 50 GRAPHIC SCALE 1" ~ 50' 100 R7(RJ ffi SEE SHEET FOR TRAFFIC CONTROL. VON KARMAN A VE. \ C20(L): C30: W57: RESTAURANT LANE CLOSED If BETWEEN MACARTHUR BL. AND BIRCH ST. OFFlCES ,._. . ~ l _ _,, . .1/ 150 '°.,p ..,,._p DATE DESIGN 1/31/96 D.K. JOB NO. DRAWN Tl295-2 D.C. DRAWING NO. CHECKED DATE VONKARMI D.K. R41 '------..._ LEGEND: I * 1-f • ~ ® ➔ EXISTING SIGN NEW SIGN TYPE TWO BARRICADE TYPE THREE BARRICADE DELINEATOR WITH WHITE REFLECTIVE TAPE ARROW BOARD SIGNALIZED INTERSECTION DIRECTION OF TRAVEL SEWER LINE --------------- -------------- ~ ----R7(RJ SIGNS: C13 C18 C20(L/R) C30 W41 W57(L/R) W58 R1 R1-2 R2 R7(L/R) R17 R18(R) R41 R96 R96B(L/R) END CONSTRUCTION CONSTRUCTION AHEAD LEFT/RIGHT LANE CLOSED AHEAD LANE CLOSED SIGNAL AHEAD SINGLE HEAD ARROW SIGN IN ORANGE DOUBLE Al'tl'tOW SIGN IN ORANGE STOP YIELD SPEED LIMIT SIGN KEEP LEFT /RIGHT NO LEFT TURN RIGHT LANE MUST TURN RIGHT RIGHT TURN ONLY NO PEDESTRIAN SYMBOL SIGN USE CROSSWALK (LEFT/RIGHT) £ VON KARMAN A VE. :!_~ ------------------ SEE SHEET ~------- FOR TRAFFIC ------- CONTROL. -----------------t --------&IJN. RESTAURANT ...____________ R.C.E. NO. <I-' Z. f + DATE __ __,-z.~-_,_l _-'i__.__.,{. ______ _ ----- t:7(/?J&., ----!i.'7(RJ ----ffi PREPARED BY: TRAFFIC CONTROL ENGINEERING, INC. DANIEL BOYLE ENGINEERING, INC. 223 E. Imperial Hwy. Suite 135 Fullerton, CA 92635 (714) 447-6077 Civil Engineering Services 23231 South Pointe Drive, Suite 103 Laguna Hills, CA 92653 (714) 768-2600 WSB: R17: R1B(R): R41: R96: R96B: MUST RN RIGI-I RIGHT TURN ONLY S10P R41 RESTAURANT ---- lRAFFIC REQUIREMENTS: The contractor shall maintain the following traffic lone requirements: Von Karman Ave.: Maintain one lone of traffic In each direction during working hours. Birch St.: Maintain one lane of eastbound traffic during working hours and no interference with westbound troffic at any time. 9 Working Hours : )¢,.M to 3PM weekdays, including set-up and removal of traffic control devices. ANO 7PM TO 5AM WEEKNIGHTS ( SEE,SPECIFICATIONS FOR EXTENDED WORK HRS] All private driveways shall be Kept open at all limes escept when construction takes place directly in front the driveway. All open excavations on public streets shall be back-filled or steel-plated for traffic outside the working hours. Troffic shall be restored to normal conditions outside the working hours. TRAFFIC CONTROL PLAN GENERAL NOTES: A. It is the responsibility of the contractor performing work on a public street lo install and mointoin the traffic control devices as shown herein, os well as any such additional traffic control devices as may be required to insure the sdfe movement of traffic and pedestrians through or around the work area and provide maximum protection end safety to construction workers. B. All barricodes shall be equipped with flashing/steody burn warnings at night lime. All delineotors sholl be equipped with white refiective band al night time. C. The contractor shall notify City of Newport Beach's Traffic Engineer (714) 644-3344 ot least five working ddys in advance of implementing any construction detour. □. All signs, delineotors, barricades, etc., shall conform lo the Stale of Colifornia Slon dard Specifications latest edition and Californla Department of Transportation "Manual of Traffic Control, for Construction and Maintenance Work Zones" (1990 Edition), and the Work Area Traffic Control Handbook (WATCH, 1990 Edition). E. The City Traffic Engineering Deportment reserves the right to observe these traffic control plans in use and to mdke any necessary changes as field conditions warrant. Any changes shall supersede these plans. F. All traffic control devices shall be kept in their proper position at all times, and shdll be repaired, replaced, or cleaned as necessary to preserve their appearance and continuity. G. Five foot clearance shall be maintained between open excavation and adjacent moving traffic lane. Open trench less than five feet of clearance shall be steel-plated or bock-filled immediately ofter excavation. H. Place additional "LANE CLOSED" (C30) signs on Type II barricades at 150 fool intervals throughout extended work areos in each lane that is closed. I. Contractor shall repair or replace all damaged striping, pavement markings and trnffic signal loops. OFFICES with ffi DRIVEWAY ·R7 (RJ R~ dOiS NO PARKING ANY llME. ----------------,r---~ ----R7{RJ ~ -;,+,-,..-.j ,.,_, z :J --HI'{ 1\~E.. A -"o "'"'"" ~-OFFICES L..!__::, DRIVEWAY ROCKWELL lNTERNA TIONAL CORPORATION VON KARMAN A VENUE SEWER REPLACEMENT SHEET TRAFFIC CONTROL PLAN FOR 18" VCP SEWER MAIN VON KARMAN AVE. BETWEEN MACARTHUR BL. AND BIRCH ST. OF 9 SHEETS I i r I I g g g ' • 0 , " ;;:; ' f b ~ ~ z I 0 r 0 ~ n m 0 0 CD D 0 1l m CD CD m !'i ~ z o C z < ~ 0 ' i rn • CD m n ~ ~ D ~ • Cl,!. ~ \j\, tC18 I I R1-2/ I ~ RM. OFFICES RECORD DRAWING 1111$ IS • RF£0RD DRAWING OP TRI! FlCILlTID "lDBN.....,ll"'FU!D 1N THE Tl ILE BLOCI ONLY AND RAS BID PREPARED ll PAIIT 011 TIIE BASIS OF INFORMATION CDIPILED AIID FURNISHED 111 Ol'HERS ntE ENGINEER AND C'WNER(S) WILL NOT BE. RBS!'ONSIBLE FOR ANY ERRORlS) .:JR OIIISSION(S) WHICH HAVE BEEN INr.oRPORATED INTO THIS ORAWING. AcnJAL COIIDlTIONS WILL VARt S<JmlllAT FRO! 1'Hf. CONDITIONS SHOWN ffEREOI( AND A1 S01E LOCATION~ 11IE VARIANCE HAY BE LARGE !f THE PRECISE LOCATION OF ANl" FACILlTY IS UXlUIRED l'BE FACILITY SHOULD BE FIELD LOCA~ IN THE PRESENCE• OF AN EMPLOYEE Of' nlB DISTRICT OR THE Qlll!EJl(Sl OF THE UTILITIES INVOLVED 50 a I ' \ ' \ 50 GRAPHIC SCALE 1" = 50' OFFICES OFFICES 100 150 DRIVEWAY dOl.S 350• VON KARMAN A VE. • ...____ ---------._________ ---- SEWER LINE --..______.......___ ....., --------C13J RESTAURANT PREPARED BY: VON KARMAN A VE. @ BIRCH ST. OFFICES @ ROCKWELL DRIVEWAY 1/31/96 D.K. hY/4 / ~ .,. <tr-, DA TE DESIGN APPROVE~ } 1----+----+---1--------------------i----,--.----:iJ"'oils NN"'o-. 1nDR.RAiilw~NJ1 (Aciki ll11UTISANAGER TRAFFIC CONTROL ENGINEERING, INC. DANIEL BOYLE ENGINEERING, INC. Tl295-1 D.C. 4-,;; z.1 + R.C.E. NO. DRAWING NO. CHECKED I-RE-V-I_ I-D-A-TE+-BY-+--------=-o=-=Es=--==c-=-R1-=-PT:;:;l=:ON-;-----------t---;;A~P;;;PR:;-;:O~V~E;:;-D lno~ATITE=l VONKARM2 D.K. DATE __ __.,"2.~-_,,_-~~----- 223 E. Imperial Hwy. Suite 135 Fullerton, CA 92635 (714) 447-6077 Civil Engineering Services 23231 South Pointe Drive, Suite 103 Laguna Hills, CA 92653 (714) 76B-2600 / / / / I SEWER LINE LEGEND: ► ► :j: H • ~ ® ➔ ROCKWELL INTERNATIONAL VON KARMAN A VENUE SEWER EXISTING SIGN NEW SIGN : TYPE TWO BARRICADE : TYPE THREE BARRICADE : DELINEATOR WITH WHITE : ARROW BOARD : SIGNALIZED INTERSECTION : DIRECTION OF TRAVEL CORPORATION REPLACEMENT TRAFFIC CONTROL PLAN FOR 18" VCP SEWER MAIN REFLECTIVE TAPE SHEET 9 VON KARMAN AVE. XING AND VON KARMAN AVE. AT BIRCH ST. OF 9 SHEETS t .,. ....J Cl "' I /' ~ -~ ~ • "' -~ . () ~ "' ~ ---" - "' J>o. - =-9~~ '11!8 '" ' ~ ~ .,JIii ,;, 22,3 --"' - ·--. . .,_ " -----·--) ( -- ----,,...------p"' / / / / / -/ / ,/ /~ / /_,/ / / / / / _/ / / / / / 0 "' -. ,,., - 171' °' ; "' - a "' ~ w--,2 .... ,,, 0 ~ ADD rSHEE T '1A PE.f' /J/.{"Ef!T/ON OF C!/TY .. , () .. ------------,i -~ --(') ~ °' t-:.-----:::___.£..1~~4~, --··-----· -----------~ l::_ --. /6,2 - ,sg, DATt BY "' ----.====---_--, \ -~ --------------,"' b. ~ DESCRIPTION REVISIONS IQ 0 \\j ~ \\j -' ',) -s -~ • "l 'I;,.) -I-. C ~ "' COPY ( FO!r REF£!?£NC£ CJNLY J & RECORD DRAWING 1BlS ts " RBCOID DRAVIlll OF TBI! rJCILITIES ~IDiN-,"'1-nJD U 1:11£ Tln.l BLOCl ONLY AIID RAS 111D PREPARED II PAIT Ol 1111! BASIS OF lllfORIIATlflN mlPlLIID AND PllllliISIIID 9Y ClfHERS. THE F.IIGINEER AND <'WIIER(S) WILL NOi" Bl. RESPONSIBLE FOi ANY ERROR(S) vR !JUSSIOM(S) IIBICH KAVE BEEII lNCOiPORATED INTO 111!S D11AIIING. ACTUAL CONDITIONS WIU, VAIil SOIElillAT FRO! 111P. CONDITIONS SIIOIIII HEREOII ,ND A1 SOO LOCATI<»IS THE VARIANCE NAY BE LARGE If 111E PRECISE LOCATI<»I OF ANT FACILlTf IS RDlUIRID, lllE l'ACil.l'IT SIIIJIQ.D IIE FIELD LOCATED DI TBB NESENCf OF All l!MPUllEI OF THE DISTRICT Oil Tim CIIIID{S\ OF THE Ul'll.lTil!S DIVOLVID VOA/ KA!cMt1,1/ AVE.All/E DESIGNED DRAWN CHECKED CITY Of NEWPORT IEACH T-54"3- PUBLIC WORKS DEPARTMENT . SHUT / a, / v-•-1 v-g-, @sHE£T9A) a • • , a C • I I I I I l I i " ~ s ~ • " a " I I I 0 ~ " a . " • a C . C < m m " 8 m ► " " m □ " □ m " ~ 2 C < • rr " 0 ' m ► " " ~ " 0 m " ~ z C < ~ " a " , • " £ . ~ < z !" n ,, r ~ Is z " " ,, ,. I D 5 C, D X, " D X, !l a z . j !" n ,, cc ~ 0 X, z ;; " ► z I C r □ n 0 cc 'C 0 X, !l a z . j;i z _m n > C ~ 0 ~ z E