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HomeMy WebLinkAboutS_5166_S• l 1 . • / . PUBLIC WORKS DEl? ARTMENT )0 ' \_ \ ) . ' / • • SEWER IMPROVEMENT C-3179 APPROVED BY • : WwJl DATE: ~ l 19J3 PUBLIC WORKS DIRECTOR R.C.E. 16791 APPROVED BY : DATE: UTILITIES MANAGER R.C.E. 25553 PREPARED BY: ~- /STE\1EN D. TEDESCO R.C.E. C039261 DATE: ~ c, 199~ NOTICE TO CONTRACTOR IRVINE RP.NCH WATER D1STRICT PURSUANT TO ASSEMBLY BILL 3019, NO EXCAVATION PERMIT IS APPROVAL OF SEWER FA.;tUTIES l • VAUD UNLESS THE FOLLOWING IS PERFORMED: i APPROVAL RECOMMENDED: 1. UNDERGROUND SERVICE ALERT HAS BEEN CONTACTED AND 8-( t..-Cf 8 9 ASL Co It■ E ■ ~ HAS PROVIDED INQUIRY I.D. #-------· DATE 0 ,?. ..I ( I , , • ~ • ~ ~ ' ~ nsu 1ng ng1neers 2. THE UNDERSIGNED AGREES TO CONTACT AND OBTAIN AN .!:!, ' m-(:C8%11"M"N1-• A;g-14, /9'}8 ~A Aa,,w.. jfu 8 (I(... °JB INQUIRY I.D. If FROM UNDERGROUND SERVICE ALERT -S-UP-E-RVI-S-ED-BY_______ ---DA-TE--""'-----Ii · · NSPORTAT!ON AND DATE CITY EG,NEER DAE (1-800-422-4133) AT LEAST TWO (2) WORKING DAYS 8•5166•8 g DEVELOPMENT SERVICES . R.C.E. 24967 PRIOR TO THE COMMENCEMENT OF EXCAV ... TION ' -------1'° REVIEWED BY DATE ,... ~ L._R_.c_.E_. _2_20_4s ___________ -1. _______________ ..,L ___________________________________________ ..,....-1..;;.S:.::,IG:::;NE:::,D-===============D:::A::..::JE:...==========-..L--------------...L..:SH::EE:..:T....:1..:0F:.....:,:IO~:;; APPROVAL RECOMMENDED: i • • • • • -INOICA TES AREA SHO\ffl ON LOCATION MAP PAc1r1c VICINITY MAP NOT TO SCALE SHEET INDEX SHEET DESCRIPTION 1 . TITLE SHEET CITY OF IRVINE U.C.I. 2 GERNAL NOTES, CONSTRUCTION NOTES, BASIS OF BEARING, BENCH MARK 3 PLAN AND PROFILE STA TO 9+9a68 TO STA 15+40.17 4 TRENCH SECTION, REPAVING DETAIL AND CONNECTION DETAILS 5 TIRAFFIC CONTROL 6 TIRAFFIC CONTRQL 7 TRAFFIC CONTROL 8 TRAFFIC CONTROL 9 TRAFFIC CONTROL 10 TRAFFIC CONTROL SYMBOL LEGEND • POWER POLE 0 MANHOLE 'ti FIRE HYDRANT D MElER BOX ----0-EXISTING VALVE C POWER POLE ANCHOR 6, MONUMENT -x.-x-x-FENCE === BI.OCKWALL lREE SHRUBBERY :a,..,,,.,,,,.,,,_ ASPHALT PA~ENT ig&~~i BRICKWALK I·.• . •., • . . .. f ,. . • ••. • ., C 1:..:..::..:,:. • .:..:..:..:,1 ONCRElc: ~ 4 1tLUJ'L~J.:I BUILDING p: .. • 0 SlREET LIGHT FIELD LIGHTS PROPOSED ELEClRIC CONlROL VAL VE PROPOSED QUICK COUPLING VALUE ---DW--EXISTING POTABLE WAlER MAIN - ---PROPERTY LINE -·-t-·-CENTERLINE -··-S-··-SEVER LINE -----W-WATER LINE ---G--'-GAS LINE -E-POYER LINE -Ta -m.EPHONE LINE -TV-CABLEVISION LINE ABBREVIATIONS ABAN AC CATV {'B. CLR. CNB CSG DIA. D.W. ir~e: EXIST •. ~G G.B. HP ABANDONED ASPHALT CONCRETE CABLE TV CATCH BASIN CENTERLINE CLEARANCE BxiNw NEWPORT BEACH STANDARD DIAMETER DOMESTIC WATER ELECTRICAL ELEVATION EXISTING FIRE HYDRANT ~iNGED GRADE BREAK HIGH PRESSURE INV IRR :1~ M.J. M.W.D. NO. o.c. 0.0. P.C.C. P.E. PROP. kW. s S.D. ~TA. ST. LT. ST. STA. INVERT ELEVATION IRRIGATION ~l~~t:ANCH WATER DISTRICT MECHANICAL JOINT METROPOLITAN WATER DISTRICT NUMBER ON CENTER OUTSIDE DIAMETE"l PORTLAND CEMENT CONCRETE PLAIN END PROPOSED k~b(Xl~Th W.1.£WDE SEWER OR SLOPE STORM DRAIN STAINLESS STEEL WATER LINE STATION STREET LIGHT STREET STATION EMERGENCY TELEPHONE NUMBERS !eeHGY COMCAST CABLE SOUTHERN CALIFORNIA EDISON CO. • SOUTHERN CALIFORNIA GAS CO. PACIFIC BELL IRVINE RANCH WATER DISTRICT IRVINE RANCH WATER DISTRICT (INSPECTION) IRVINE RANCH WATER DISTRICT (OPERATIONS) CITY OF NEWl'ORT BEACH (UTILITIES) ORANGE COUNTY WATER DISTRICT PHQtE Nll&A (714) 285-2050 (714) 895-0246 l714~ 634-3049 714 666-5718 949 453-5300 949 453-5615 (949) 453-5740 (949) 644-3011 (DAY) (949) 644-3717 (NIGHT) (714) 378-3200 PROJECT LOCATION CITY OF NEWPORT BEACH LOCATION MAP NOT TO SCALE -..-,. UNIVERSI Y RVIE RANCH WATER DIS I RIC 1· SEWER NOTES (QN..Y APPLY TO lNVERSfTY DRIVE MANiOLE CQNECllON) CITY OF IRVINE 1. THE UNIVERSITY DRIVE MANHOLE CONNECTION SHAU. CONFORM TO THE DISTRICTS "PROCEDURAL GUIDELINES AND GENERAL DESIGN REQUIREMENTS" AND "CONSTRUCTION MANUAL", AS LAST REVISED. • 2. THE CONTRACTOR SHALL HAVE A COPY OF THE DISTRICTS STANDARD SPECIFICATIONS ON THE JOB. ., ,: ·~ 3 •. THE DISTRICT ENGINEERING OFFICE SHALL BE CALI.ED. FOR INSIPECTION FOUR (4) WORKING DAYS BEFORE START OF WORK AT {949) 453-5300 OR (949) 453-5615. 4. THE CONTRACTOR SHALi. EXPOSE ALI. JOIN POINTS TO THE EXISTING SEWER SYSTEM FOR VERIFICATION OF LOCATION AND ELEVATION BEFORE CONSTRUCTION. 5. THE UNIVERSITY DRIVE MANHOLE SHAU. HAVE "IRWD" CAST THEREON AS SHOWN IN DRAWING S-4. 6. CURBS SHAU. BE INSCRIBED WITH AN •s• INDICATING LOCATIONS OF ALL SEWER LATERALS. 7. CURBS SHAU. BE INSCRIBED WITH TIES FOR ALL MANHOLE LOCATIONS. 8. THE CONTRACTOR WORKING ON IRWD SEWER MAINS MUST HAVE A C-34 LICENSE OR A CLASS A CONTRACTORS LICENSE. BASIS OF BEARINGS; THF.: BASIS OF BEARINGS FOR THIS PROJECT IS THE GRID BEARING OF N 66'48' 12' E BETWEEN "GPS 6211" AND "GPS 6176" OF THE ORANGE COUNTY GPS CONTROL NETWORK. THE HORIZONTAL POSmONS PUBLISHED BY THE ORANGE COUNTY SURVEYOR'S OFFICE ON 7/01/95 ARE BASED ON (CCS83) 1991.35 EPOCH. BENCHMARK; OCS 3-3/4" ALUMINUM DISC FOUND AT THE SOUTHEAST CORNER OF THE CONCRETE BRIDGE ON JAMBOREE ROAD OVER THE SAN DIEGO CREEK CHANNEL. 65 FT. EASTERLY FROM THE CENTERLINE OF JAMBOREE ROAD, 155 FT. SOUTHERLY FROM THE CENTERLINE OF THE CREEK, SET AT THE SOUTHEAST WING WALL OF THE BRIDGE STRUCTURE, 0.5 FT. WESTERLY FROM THE VERTICAL ANGLE POINT OF THE WING WALL O.C. SURVEYORS BENCHMARK 3N-58-85 ELEV. • 23.806 FT. GEtERAL NOTES 1. THE CONSTRUCTION OF ALI. STREET AND SEWER IMPROVEMENTS SH,\LL CONFORM TO THE REQUIRMENTS OF THE NEWPORT BEACH CONSTRUCTION STANDARDS. STANDARD SPECIAL PRQYISIQNS, DESIGN CRITERIA, STANDARD DRAWINGS, ANO THE "SPECIAL SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION", ~ EDITION AND SUPPLEMENTS AND THESE SPECIFICATIONS. 2. STATIONING REFERS TO THE CENTERLINE OF PIPELINE ANO STREET STATIONING REFERS TO CENTERLINE OF STREET. 3. EXISTING UNDERGROUND UTILITES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHAU. 4. 5. 6. 7. 8. 9. BE RESPONSIBLE FOR VERIF'11NG THE ACTUAL LOCATION AND ELEVATION IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION OF THE NEW FACILITIES. ALI. UNDERGROUND WORK SHAU. BE COMPLETED PRIOR TO PA\1NG OF STREET. SEWER DISTANCES SHOWN IN PROFILE AND IN ESTIMATED QUANTITIES ARE HORIZONTAL DISTANCES. THE CONTRACTOR SHAU. REQUEST INSPECTION FROM THE CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 48 HOURS IN ADVANCE OF PERFORMING ANY WORK AT 644-3011. THE WALi. AND FACE OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHAU. BE EFFECTIVELY GUARDED BY A SHORING S'fSTEM, OR OTHER EQUIVALENT MEANS. TRENCHES OR EXCAVATIONS LESS THAN FIVE (5) FEET IN DEPTH SHAU. ALSO BE GUARDED WHEN EXAMINATION INDICATES THAT HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED. THE CONTRACTOR(S) SHAU. OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK AS DESCRIBED IN NO. 7 ABOVE FROM CAL-OSHA. ALI. SEWER PIPES SHAU. BE BEDDED PER DETAIL 1 ON SHEET NO. 4. 10. ALL CONCRETE SHAU. BE 560-C-3250. 11. SLOPE ANCHORS SHAU. BE PR0\1DED ON ALI. LINES HAVING A SLOPE OF 3:1 OR STEEPER IN ACCORD WITH CNB STD-314-L 12. THE FIRE DEPARTMENT SHAU. BE NOTIFIED 48 HOURS IN ADVANCE OF ALI. LANE CLOSURES. 13. THE CONTRACTOR SHAU. MAINTAIN THE WORK AREA IN A NEAT, SAFE CLEANi. AND SANITARY CONDITION AT ALL TIMES AND TO THE SATISFACTION OF THE AGENCY HAVING JURISDICTION OVER THE AREA. ::.TREETS SHAU. BE KEPT CLEAN OF DEBRIS, WITH DUST AND NUISANCE BEING CONTROLI.ED AT ALI. TIMES. THE CONTRACTOR SHAU. ALSO BE RESPONSIBLE FOR ANY CLEAN-UP . ON ADJACENT STREETS AFFECTED, BY HIS CONSTRUCTION. 14. THE CONTRACTOR SHAU. KEEP A SIGNED SET OF APPROVED PLANS AND SIPECIFICA TIONS AND A COPY OF ALL CONSTRUCTION PERMITS ON THE JOB SITE AT ALI. TIMES DURING WORKING OPERATIONS. 15. ALI. WORK SIHALI. COMPLY WITH THE CONDITIONS ESTABLISHED BY THE CALIFORNIA REGIONAL WATER QUALITY CONTROL BOARD 16. THE CONTRACTOR SHAU. RESTORE OR REPLACE IN KIND ALI. EXISTING IMPROVEMENTS DISl\JRBED DURING CONSTRUCTION INCLUDING, BUT NOT LIMITED TO STREET STRIPING, LANDSCAPING AND SIGNS. STREET STRIPING SHAU. BE REPLACED IN KIND. . 17. ALI. P.C.C. AND A.C. PAVEMENT REMOVALS SHAU. BE OUTLINED TO NECESSARY WORKING LIMITS AND SAWCUT PRIOR TO THE REMOVAL ALL DEBRIS CREATED BY THE REMOVAL OPERATIONS SHAU. BECOl,lE THE PROPERTY OF THE CONTRACTOR AND SHAU. BE DISPOSED OF AWAY FROM THE JOB SITE IN A MANNER AND AT A LOCATION ACCEPTABLE TO THE CITY OF NEWPORT BEACH. 18. TRAFFIC SIGNAL CONDUIT AND LOOPS ARE SHOWN ON THE PLANS WHERE DETAIL PLANS ARE AVAILABLE. HOWEVER, THE PLANS DO NOT REFLECT ALI. OF THE TRAFFIC SIGNAL CONDUITS AND LOOPS. THE CONTRACTOR SHAU. FIELD VERIFY LOCATION OF ALI. TRAFFIC SIGNAL LOOPS AND CONDUITS AND PROTECT IN PLACE OR REPLACE PER SPECIFICATIONS. 19. CONTRACTOR SHALi. HAVE A FUNCTIONAL STREET SWEEPER AND WATER TRUCK AVAILABLE AT ALI. TIMES DURING CONSTRUCTION WORKS HOURS. 20. ALI. CONCRETE SIDEWALKS OR CURBS TO BE REPLACED SHAU. BE SAWCUT TO THE NEAREST SCORE MARK OR ADJUSTABLE CONTROL JOINT OR WEAKEN PLANE JOINT AND REPLACED IN CONFORMANCE WITH THE APPLICABLE CITY STANDARD DRAWING • ALI. EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO ALI. ADJOINING CURBS AND WALKS. 21. REMOVE CONCRETE SIDEWALK AS NECESSARY DURING CONSTRUCTION AND REPLACE TO THE NEAREST JOINT PER CNB STD-180-L UNLESS OTHERWISE SPECIFIED. f 22. REMOVE EXISTING CURB AND GUTTER AS NECESSARY DURING CONSTRUCTION AND REPLACE PER CNB ST0-182-L UNLESS OTHERWISE SPECIFIED. 23. AT THE END OF EACH WORK DAY, THE CONTRACTOR SHAU. EITHER BACKFILi. ANO PLACE BASE PAVEMENT OR NON-SKID STEEL PLATE HIS EXCAVATION SO HE CAN OPEN UP ALI. TRAVEL LANES TO TRAFFIC. STEEL PLATES SHAU. BE TACKED DOWN OR SPIKED AND TEMPORARY A.C. PLACED AT FRONT AND BACK AS REQUIRED BY THE CITY. 24 .. AT THE END OF EACH WORKING DAY AND AT TIMES WHEN CONSTRUCTION OPERATIONS ARE SUSPENDED FOR ANY REASON, THE CONTRACTOR SHAU. REMOVE ALI. EQUIPMENT, VEHICLES, MATERIALS, TRAFFIC CONTROL DEVICES, STOCKPILE OR ANY OTHER FORM OF OBSTRUCTION FROM THE STREET RIGHT-OF-WAY • CONS1RUCTION NOTES CD CONSTRUCT 8" PVC SEWER PIPE (SOR 35) Q BACKFILL. BEDDING AND RESURFACING PER DETAIL ~ CONSTRUCT 48" DIA. MANHOLE PER CNB STD. 401-L CORE.DRILL EXISTING 48-INC.l:l MANHOLE AND:coNNECT •. NEWS-INCH SEWER MAIN. MAINTAIN CHANNEL.TO . EXISTING WET WEil. • ,.. -" ,, ' • ' PER DETAIL EB 4 • • 4 REMOVE AND REPLACE EXISTING BLOCK WALi. IN KIND. REMOVE AND REPLACE EXISTING RETAINING WALi. IN KIND. REMOVE AND DISPOSE OF EXISTING TREES. t· CONNECT 8" PVC SEWER TO EXISTING IRWD 60" DIA. MANHOLE. CONSTRUCT CONNECTION PER DETAIL ffi 'r;;:IJ REMOVE AND REPLACE EXIST. MEDIAN CURB AND STAMPED CONCRETE OR TUNNEL AND BACKFILi. WITH 2 SACK SLURRY. POTHOLE EXISTING UTIUTIES. REMOVE AND REPLACE CURB & GUTTER. @ @) @) @ @) REMOVE AND REPLACE SIDEWALK. SAWCUT TO THE NEAREST TRANSVERSE.SCORE MARK OR ADJUSTABLE CONTROL JOINT OR WEAKENED PLANE JOINT AND REPLACE THE SIDEWALK IN • CONFROMANCE WITH THE APPLICABLE PROVISIONS OF THE CITY. TRAFFIC SIGNAL CONDUIT AND LOOPS ARE SHOWN ON 11-IE PLANS WHERE DETAIL PLANS ARE AVAILABLE. HOWEVER, THE PLANS DO NOT REFLECT ALI. OF THE TRAFFIC SIGNAL CONDUITS AND LOOPS. THE CONTRACTOR SHALi. FIELD VERIFY LOCATION OF ALL TRAFFIC SIGNAL LOOPS AND CONDUITS AND PROTECT IN PLACE OR REPLACE PER THE CITY OF NEWPORT BEACH CONSTRUCTION STANDARDS. ALL LANDSCAPING AND GRASS AREAS SHALi. BE RESTORED BOTH IN KIND AND IN SIZE TO ITS ORIGINAL CONDmON. ALL IRRIGATIOH LINES, SPRINKLER, CONTROL WIRES AND CONTROL BOXES THA'1" ARE DAMAGED SHALi. BE REPAIRED TO THE SATISFACTION OF' THE CITY. INSTALi. FLEXIGLASS OR REDWOOD{2"X6") STOP GATE. CORE DRILi. EXIST. MANHOLE WALi. REPAIR EXIST. PVC LINER PER IRWD STANDARD SPECIFICATIONS. PROTECT EXISTING LIFT STATION IN PLACE. REMOVE AND REPLACE EXIST. MEDIAN CURB, STAMPED CONCRETE AND ACCESS RAMP. @) REMOVE AND REPLACE EXISTING DRIVEWAY TO THE NEAREST TRANSVERSE SCORE MARK OR ADJUSTABLE CONTROL JOINT OR WEAKENED PLANE JOINT AND REPLACE DRIVEWAY IN CONFROMANCE WITH 11-IE APPLICABLE PROVISIONS OF THE CITY. ~ CONSTRUCT RETAINING WALi. PER DETAIL ffi AND SHEET S-2. • . @ INSTALi. MANHOLE COUPLING AND GASKET (GPK MANHOLE ADAPTER OR APPROVED EQUAL) PER IRWD'S STD.DWG. S-5. • @ INSTALL MANHOLE COUPLING AND GASKET (GPK MAN·-. ---C-3-17-9---1 HOLE ADAPTER OR APPROVED EQUAL l -.--------~-.... -.... ----r=:-:-:-:=--::::::-:-::::::-::::--------r-,---r---------r----r:~r::;..:;,:"':'-:.-=:..:.~..,..."""""=-=:.:==-'-:-:':-:::::==:-=-:-:-:-:-------1 ~ -~~~B~ ~ ~~ ASLConsulting Engineers -~~V" SEWER.IMPROVEMENT· lE ----------, ' DIAL TOLL FREE 1-800-422-4133 AT LEAST lWO DAYS BEf"ORE YOU DIG One Jenner Street, Suite 200 l---+--+----------1----1 ~.&:f&+ GENERAL NOTES, CONSTRUCTION NOTES :.,~ Irvine, California 92618 DAlE S,/1/?9 BASIS OF BEARING, ·,BENCH MARK ,._ (949) 727-7099 1--1--1-----'--------11--11--------,------+......a.-----------'--r-------10 - llESICNED 111B DRAWN TIG CITY OF NEWPORT BEACH 8·15188·8 8 N'P'D ........,.., 11.E ~·I[ 11-1--------1 ~ L_;..... ____ _:_ ________________________________ !::===============--------_JL_.....:-==:_ ___ _t ______________ L ______ _.::REVIS::::1::0N,:S _______ _L..,......, ___ _L ... _....:__""_...:1. __ .:_:PU=B=UC:..WORKS:::;:=._:DEP::.:,:AA'IM::,:::ENT::_ __ L.:SH:,:EET:.:_:2:_0F:_1:0:...Ji UNDERGROUND SERVICE ALERT (800) 422-4133 UHDERGROOND SOM:£ ILERI' '6 SOUIHERN ~ • • • • • • 70 ---' ---· --~ 50 --+ ........ ,"'" t---... .. ·l 10 .... --······-.. ' 1 .'. .1 ::-,. ·"'],•''l" ">· t, I / ~'r •• ···~1!s{'fi ~ ·· :e'i""\Wfl'.t':C : ___ ·01ip---:···' · ·c:..· ·· il_;:::::j:_ · :..1: "'-L-. ·::i:: ~-:. :;,~, iT::,~ .:=~-'.~1'.r::~:v.-..,· i::;.:. ·:o·c·.-v.~:.u;J:~ ..: ··--• .. -•-•-· ~ --. -· --.,..£t. ··_ -:-.,...:- m ----••~••• • - "~·-· .. ~ _,__ ~<"• -~-,..-" ~ . - 11 r.::--:::.. ---:::.:_ ....... -........ _ ... ....... . -·----..... . •,,.,-,,, ,,-.,,.,<, _.,, ,, '°"'"" W" ~,,,, '""""""o,,,,_ ••• ,<n,n»•••••• _,._ ·----··--~ . ··--,-.. . ..::; •• . --t~ -. :..~~-·-· ~ --~--...... . ....... . •• =: . -~--g-~g~ ~~. ·~ ··10 50 = 60 40' 12 13 SCALE HORIZ 1 "•40' VERT 1" 4' JAMBOREE ROAD CQNTRACTOR SHALL EXERCISE EXTREME CAUTION TO PROTECT EXISTING 16 'ACP WATER MAIN AND THRUST BLOCK IN PLACE AND TO MAINTAIN THE LINE IN SERVICE. THE EXISTING IS"ACP WATER MAIN IS AN EMERGENCY INTER- CONNECT WITH NORMALLY CLOSED VALVES. HOWEVER, THE WATER MAIN IS UNDER CONSTANT PRESSURE DUE TO LEAK-BY THROUGH THE CLOSED VALVES. CONTRACTOR SHALL POTHOLE THE WATER MAIN AND FIELD LOCATE THE LIMITS OF THI; EXISTING THRUST BLOCK PRIOR TO BEG! NN ING OF CONSTRUCTION. ~ == -..... , ....... ~ 30 " -' ...... --· - 10 16 CONTRACTOR SHALL PROVIDE ADEQUATE SHORING TO PROTECT IN PLACE EXISTING STORM DRAIN INLET/ JUNCTION STRUCTURE. IF '. . DAMAGED, CONTRACTOR WILL BE REQUIRED TO CONSTRUCT NEW \ STRUCTURE INCLUDING NEW CONNECTIONS TO EXISTING STORM 0 (. J\ ORAIN Pl PE TO THE SATISFACTION OF THE CITY. CONTRACTOR \ 1SHALL POTHOLE AND FIELD LOCATE THE LIMITS OFTHE. EXISTING ' l"O~M DRAIN STRUCTURE TO VERIFY CLEARANCE PRIOR TO \ \~/.~~ING Of CONSTRUCTION. _ 11 :iE:; a====:= \·\ '-· sc~· c-: ,~=='~o -S·, i.._, ,....~ ' .. '' ' ~,., \ '~-"· ' ' ::: ~ ** SCE COORDINATION CONTRACTOR SHALL COORDINATE CONSTRUCTION ACTIVITIES WITH SCE. CONTRACTOR SHALL NOTIFY SCE (Al OHARA, SCE PLANNER) AT (714) 895-0246 A MINIMUM OF lWO WEEKS PRIOR TO BEGINNING WORK. THE SCE CONTRACTOR WILL THEN PERFORM THE NECESSARY WORK TO THE EXISTING CONDUITS TO ALLOW CLEARANCE FOR THE PROPOSED SEWER PIPE. ·--·• -....... _, .,.,_,., "'"'~- - --~ ... - _-+ •• . I -.\. -...... -~ -r- t: . . ""'"'"" .... :..;;;;. NH~" ,,,__ """" L <D 0 NOTE; CONSTRUCTION NOTES: CONSTRUCT a· PVC SEWER PtP(l)R 35). BACKFILL. BEDDING AND RESURFACING PER DETAIL 1 4 CONSTRUCT 48" DIA. MANHOLE PER CNB STD. 401-L CORE DRILL EXISTING 48-INCH MANHOLE AND CONNECT NEW 8.-INCH SEWER MAIN. MAINTAIN <;HANNELTO EXISTING WET WEil. • PER DETAIL EB CONNECT a• PVC SEWER TO EXISTING IRWD 60" DIA. MANHOLE. CONSTRUCT CONNECTION PER DETAIL EB REMOVE AND REPLACE EXIST. MEDIAN CURB AND STAMPED CONCRETE OR TUNNEL AND BACKFILL WITH 2 SACK SWRRY. POTHOLE EXISTING UTILITIES. TRAFAC SIGNAL CONDUIT AND LOOPS ARE SHOWN ON THE PLANS WHERE DETAIL PLANS ARE AVAILABLE. HOWEVER, THE PLANS DO NOT REFLECT ALL OF THE TRAFFIC SIGNAL CONDUITS AND LOOPS. THE CONTRACTOR SHALL FIELD VERIFY LOCATION OF ALL TRAFAC SIGNAL LOOPS AND CONDUITS AND PROTECT IN PLACE OR REPLACE PER THE CrTY OF NEWPORT BEACH CONSTRUCTION STANDARDS. PROTECT EXISTING LIFT STATION IN PLACE. REMOVE AND REPLACE EXIST. MEDIAN CURB, STAMPED CONCRETE AND ACCESS RAMP. 1. CONTRACTOR SHALL INSTALL PVC LINER IN MANHOLE No. 2 PER SPECIFICATIONS. 2. CONTRACTOR SHALL ENSURE CONTINUOUS OPERATION OF EXISTING SEWER SYSTEM AND DEVELOP A MEANS OF BYPASS DURING CONSTRUCTION ACTMTIES AT THE lWO CONNECTION MANHOLES. UPSTREAM AND DOWNSTREAM MANHOLES ARE SHOWN ON THE PLANS. 3. CONTRACTOR SHALL ENSURE CONTINUOUS OPERATION OF IRWD'S EXISTING FORCE MAIN. CONTRACTOR SHALL COORDINATE WORK WITH IRWD TO ENSURE LIFT STATION WILL REMAIN OPERATIONAL.. SEE PROJECT SPECIFICATIONS. C-3179 ,.._ ,----... -.. --=-...-... -_--·-,-:::-::-:-:::-:::::::::-:-:=-=:---------.-,-,-------------,--,rmur------,-------:-:-:-::==:-::~~------t ;i> -PLANS PREPARED BY: ~· ~ JAMBOREE ROAD ~\l.<lf ESS I 0-ti 1;1 1---------------------lq One Jenner Street, Suite 200 ~ ';;! C 61 l.l Irvine, California 92618 f----l--+-----------+---1 M1E S.,/tlff_ STA 9+98.68 TO STA. 15+40.17 ~ \~ .~2-31-01 ,! (949) 727-7099 1---+--+--------------+---+-----.-----+--------------r--------1!51 " . v 11. {1,-.-,,; M1E BY N'P'D DESIGNED 1MB IIIAIIN TAG CITY OF NEWPORT BEACH 8-5188-8 : .r.or C~l\~<::l ~ 1lE n•= 1/98 ;:, REVISIONS ~ -• PUBLIC WORKS DEPARTMENT SHEET 3 OF 10 '-----------------------,---------------------------------------------------...L--------·--L.----------------.L..-------------------.!L------'-----...L-------------L.-----__,Jz I I I • • \ • EXIST PAVEMENT TRENCH WIDTH ~ / CONTRACTOR SHALL REPAVE IN NOTES: A . ACCORDANCE WITH DEfAILEB LIMITS OF 1-1 2• GRIND & 1-1 2• FINAL PAVING CAP NOTES: ~----BACKFILL SHALL BE NATIVE _ -----I (IF ACCEPTABLE) OR IMPORT ~ SOILS COMPACTED TO AT LEAST 90% RELATIVE COMPACTION PIPE ZONE 3/4" CRUSHED ROCK 6" MIN. 3/4" CRUSHED ROCK 6: MIN. BOTH SIDES OF PIPE 8 MAX. , 1. NO TRENCH SUPPORT IS REQUIRED FOR DEPTHS UP TO 5 FEEf. SHORING OR SOLID SHEATHING IS REQUIRED FOR DEPTHS EXCEEDING 5 FEEf. DESIGN CALCULATIONS BY A REGISTERED CML ENGINEER SHALL BE SUBMITTED. 2. WHERE WET, UNSTABLE OR RUNNING SOIL IS ENCOUNTERED, SOLID SHEATHING IS REQUIRED FOR ALL VERTICAL TRENCH WALLS. 3. MINIMUM RELATIVE COMPACTION REQUIREMENTS SHALL CONFORM TO ALL PERMIT REQUIREMENTS AND SHALL AT NO TIME BE LESS THAN 90%. TRENCH WIDTH + 48 INCHES MIN LOCATION OF SECOND SAWCUT LOCATION OF IGINAL SAWC 1 ..;1 /2• FINAL PAVING CAP piiTRENCH WI TH + 24° ~ 12· 12· SAWCUT & TACK COAT (lYP.) I 1-1 /2" GRrD (1YP.) EXIST. BASE EXIST. A.C. PAVEMENT I 1. WHERE THE EDGE LINE OF THE PAVEMENT REMOVED FOR THE PIPELINE TRENCH EXCAVATION COMES WITHIN THREE (3) FEET OF THE OUTER EDGE OF THE PAVEMENT AGAINST GUTTER LINE OR CURB FACE, . THE EXISTING PAVING SHALL BE REMOVED TO THE GUTTER LINE OR CURB FACE AND THE PERMANENT PAVEMENT LAID TO THE GUTTER LINE OR CURB FACE. I WHERE THE EDGE LINE OF THE PAVEMENT REMOVED FOR THE PIPELINE TRENCH EXCAVATION IS MORE THAN THREE (3) FEET FROM THE GUTTER LINE OR CURB FACE, THE CONTRACTOR IS TO SAWCUT THE EXISTING PAVING TWELVE (12) INCHES BACK FROM THE EDGE OF .THE TRENCH AND REMOVE THAT EXISTING PAVEMENT BEFORE PLACEMENT OF PERMANENT PAVING (INCLUDING BASE MATERIAL). AC PAVEMENT TRENCH REPLACEMENT SHALL BE PLACED NO LESS THAN FLUSH WITH ADJACENT EXISTING PAVEMENT. PRIOR TO PLACEMENT OF 1-1/2" FINAL AC CAP, THE PREVIOUSLY PLACED AC PAVEMENT TRENCH REPLACEMENT SHALL BE GRINDED ALONG WITH ADJACENT AC PAVEMENT AS SHOWN ON DETAIL 2. THE EXISTING PAVING AND AC PAVEMENT TRENCH REPLACEMENT IS TO BE MECHANICALLY GROUND DOWN A MINIMUM OF 1-1/2" . THE PERMANENT PAVING SAHLL THEN BE EXTENDED PER THE LIMITS OF THE GRIND AND CAP SET BY THE PLANS. ALL EXISTING PAVEMENT EDGES ARE TO BE TACK COATED BEFORE APPLICATION OF PERMANENT PAVEMENT. IF THERE IS LESS THAN (2) INCHES OF PAVEMENT AFTER GRINDING, THEN THE GROUND AREA SHALL BE REMOVED BY SAW CUTTING AND PERMANENT PAVEMENT REPLACED. 3. TRANSVERSE TRENCHES ARE »ff TRENCHES WHICH ARE PERPENDICULAR TO THE STREET CENTERLINE, I.e. CROSSINGS OF STREETS. TRANSVERSE TRENCHES SHALL BE GROUND AND CAPPED A MINIMUM OF 1 D' EACH SIDE OF THE TRENCH 4. THE EXISTING PAVEMENT STRUCTURAL SECTION WITHIN JAMBOREE ROAD SHALL BE ASSUMED TO BE 8" A.C. OVER 14" A.B. THE EXISTING PAVEMENT STRUCTURAL SECTION WITHIN CAROB ROAD SHALL BE ASSUMED TO BE 5• A.C. OVER 8" A.B. 5. CONTRACTOR SHALL RAISE ALL EXISTING AND NEW WATER / RECLAIMED WATER VALVES, AND SEWER / WATER / RECLAIMED WATER MANHOLES TO GRADE AFTER FINAL PAVING li,i COMPLETED. 6. CONTRACTOR TO CLEAN STREET WITH WATER TRUCK AND SWEEPER PRIOR TO END OF .EACl:I WORK DAY. 7. ALL STRIPING AND PAVEMENT MARKINGS REMOVED BY TRENCHING/REPAVING SHALL BE REPLACED PER PROJECT SPECIFICATIONS. 4. 3/4" ROCK BACKFILL (90% RELATIVE COMPACTION) SHALL BE USED FOR UNSTABLE SOIL CONDmONS. REPLACE BASE MATERIAL EXISTING PLUS 1 BACKFILL PER DETAIL EB 8. CONSTRACTOR SHALL MAINTAIN BASE PAVEMENT AND PROVIDE TEMPORARY STRIPING AS REQUIRED UNTIL FINAL CAP AND STRIPING IS COMPLETED. 9. ALL STEEL PLATES SHALL BE NON-SKID. ADVANCED WARNING SIGNS SHALL BE REQUIRED FOR STEEL PLATES WITHIN JAMBOREE ROAD (lYPE P PER WATCH MANUAL) TYPICAL· TRE~-~H SECTION ffi PUBLIC UTILliY EASEMENT INV. 61.24 EXIST. 8" VCP SEWER -- FILL CHANNEL WITH CLASS A CONCRi:tE AND REFORM CHANNEL WHEN NEW SEWEFflS .,... PUT INTO SERVICE .,., .,... / ..... %; .......... ...v ..... ......-----:.. ..... -.,., .,... .......... ~ ............. INV; 61.44 .STA. 9+98.68 SITE PLAN AT CAROB STREET 3 CAROB STREET MANHOLE CONNECTION SCALE: 1" = 1 O' CONSTRUCTION NOTES: CD CONSTRUCT 8" PVC SEWER PIPE (SOR 35) ~ BACKFILL. BEDDING AND RESURFACING PER DETAIL 8 CONSTRUCT 48" DIA. MANHOLE PER CNB STD. 401-L CORE PRILL EXISTING 48-INCH MANHOLE AND-CONNECT NEW 8-INCH SEWER MAIN. MAINTAIN CHANNEL.:.·.. •• TO EXISTING WET WELL . • PER DETAIL ffi REMOVE AND REPLACE SIDEWALK. SAWCUT TO THE NEAREST TRANSVERSE SCORE MARK OR ADJUSTABLE CONTROL JOINT OR WEAKENED PLANE JOINT AND REPLACE THE SIDEWALK IN CONFROMANCE WITH THE APPLICABLE PROVISIONS OF THE CliY. ALL LANDSCAPING AND GRASS AREAS SHALL BE RESTORED BOTH IN KIND AND IN SIZE TO ITS ORIGINAL CONDmON. ALL IRRIGATION LINES, SPRINKLER, CONTROL WIRES AND CONTROL BOXES THAT ARE DAMAGED SHALL BE REPAIRED TO THE SATISFACTION OF THE CliY. INSTALL FLEXIGLASS OR REDWOOD (2"X6") STOP GATE PROTECT EXISTING LIFT STATION IN PLACE. SCALE: 1/2" = 1'-0" CORE DRILL EXIST. MANHOLE WALL INSTALL MANHOLE COUPLING AND GASKET ( GPK MANHOLE ADAPTER OR APPROVED EQUAL) 4 REPAVING DETAIL N.T.S. EB SITE PLAN AT UNIVERSllY DR. SCALE: 1" = 10' CONSTRUCTION NOTES: CD CONSTRUCT s• PVC SEWER PIPE (SDR 35) EB . BACKFILL, BEDDING AND RESURFACING PER DETAIL ~ @ 0 CONNECT s· PVC SEWER TO EXISTING ao· DIA. MANHOLE CONSTRUCT CONNECTION. PER DETAIL ® @) @) CORE DRILL EXIST. MANHOLE WALL @ @ REPAIR EXIST. PVC LINER PER IRWD STANDARD SPECIFICATIONS. PLANS PREPARED BY: /· STA. 15+42.17 INV. 29.80 INV. 30.00 MAINTAIN EXIST. SMOOTH \ CHANNEL FOR 6" FORCEMAIN \~ \\_INLET \~EXIST. 8" VCP SEWER 5 UNIVERSITY DR. MANHOLE CONNECTION 6 TRAFFIC SIGNAL CONDUIT AND LOOPS ARE SHOWN ON THE PLANS WHERE DETAIL PLANS ARE AVAILABLE. HOWEVER, THE PLANS DO NOT REFLECT ALL OF THE TRAFFIC SIGNAL CONDUITS AND LOOPS. THE CONTRACTOR SHALL FIELD VERIFY LOCATION OF ALL TRAFFIC SIGNAL LOOPS AND CONDUl'rS AND PROTECT IN PLACE OR REPLACE PER THE CliY OF NEWPORT BEACH CONSTRUCTION STANDARDS. SCALE: 1 /2" = 1 '-0" REMOVE AND REPLACE EXIST. MEDIAN CURB, STAMPED CONCRETE ANO ACCESS RAMP. INSTALL MANHOLE COUPLING AND GASKET (GPK MANHOLE ADAPTER OR APPROVED EQUAL) PER IRWD'S STD. DWG. S-5. C-3179 JAMBOREE ROAD ASL Con su I ting Engineers i..--;-1----1f----------~---1 SEWER IMPROVEMENT. ~ 1--------------------l~ TRENCH SECTION, REPAVING DETAIL ! One Jenner Street, Suite 200 Irvine, Collfornlo 92618 AND CONNECTION DETAILS r;; . . © REMOVE AND REPLACE EXISTING BLOCK WALL IN KIND. @ REMOVE AND REPLACE EXISTING RETAINING WALL IN KIND. @ REMOVE AND DISPOSE OF EXISTING TREES. REMOVE AND REPLACE EXISTING DRIVEWAY TO THE NEAREST TRANSVERSE SCORE MARK OR ADJUSTABLE CONTROL JOINT OR WEAKENED PLANE JOINT AND REPLACE DRIVEWAY IN CONFROMANCE WITH THE APPLICABLE PROVISIONS OF THE CliY. • (949) 727-7099 r:::::-t-::-:--i--------=-------:----jr:::-1r;:;;;;..;;;--r,;;;...;--;:;;;---t-:=::-:::=--::::::=~=--==::-:::::-'T-'-::-::::-:-::-70· l:r,\lE N'f"D OE:slGNED IIWB DRAWN oo CITY OF NEWPORT BEACH 8-5188-8 i @ REMOVE ANO REPLACE CURB & GUTTER. 1-------1~ Rf.VISIONS Q£Cl<ED TI.£ MlE 1/98 PUBLIC WORKS DEPAR'IMENT SHEEI' 4 OF 10 z I J~• ' / / / / / / / -----~--------·------------------------- 0 v II • ~ ~ <( () Cf) SIGNALIZED INTERSECTION / ' 0~ /// I @ fH ~ j ~ r· I I I i I 1/ I 1/ ~ ' ~ I r~ I I I I I I C 18 ... I I I I I I I I I I I I I I I I I I I I I I I I I \ I I I I ' / f I I I I I I I I I I I I I I I f I r I i I I I I I I I I ! I ! ' I I , I I I \J I I I I I I I I I I I I I I I I I I I I I I I I I I \ \ I I I I 1 J --, I 1 ,_I I { I I I I I I ~ C13 [I ($~~ I] I I I I I I I ' I J I I I I I I I ~ I \ \ \ \ '\ ' ~ ".. __ ,,., ' --.......... .._ ~...------- -------------·---- I WORK HOURS 9:00 AM, TO - ----. / -- -------/ / ,,,- ------- -~-------------·-----···---··----------------------------------- 4:30 P.M. " C18 P :z: I SCALE: 1" = 40' [l~~ll t· \ \ \ \ \ \ \ \ \ \ / \ \ / C13 .. .,,. / / C13 ,..,,,,, --MAINTAINING 5' FOR PEDESTRIAN ACCESS ,.,.,,.,.,,.,., ,.,.,✓ / / ,..,,✓ .. 1 I I [l~~ll I C13 J .. I I I I I I I 1 13' 12' I I I I I I I MATCH LINE I f I I I o· I I I I I I I I I I I ' I C30 .L ------- • 0 "' ------- 600' TAPE:R -100• ----J --.. ------~ ---- -----------------------·------------------------------ --- ---- -------- --- - - ------ ·-- - ---- -' - --- soo· --------- -------- ---------------- 0 PLANS PREPARED BY: ASLConsulting Engineers One Jenner Street, Suite 200 Irvine, California 92618 (949) 727-7099 -------------------- -- 1----1--+-----------1---1 ~-k_ OOE A..s 14, IS?B lll.lE N'l"D cmGIIED HC awlll HC RE'llSIONS a£Cl(EI) 'IN 111.lE 1/98 soo• 600' .... ---.... --.... --- C-3179 JAMBOREE ROAD SEWER IMPROVEMENT TRAFFIC CONTROL PLAN JAAEOAEE RD. & UNVERSITY DR. i aTY a= tEWP0RT BEAa-1 8-5188-8 I PUBLIC WORKS DEPAATMENT SHEET 5 OF 10 • • f II ~ <( (.) lll SIGNALIZED INTERSECTION C30 i 18 ~~ I I I I I I f I I I I I I I I I I ff 1'/ I ~~ · LLJ I I ~ 12' 11' 12' 11' I I I I ' I I I I I i I I I I I i ; I J I I I I i I / I I i I I I f ! I I i JI • i I I I I I I I I I I I I I "' I , er I / 1=4 I ; I I () I I I I I I I I I I I I I I I I I J I I I I I I I I I I I I I I I I I . I I I J I I I I r. I I \ \ \ '\ '\ I I I MATCH LINE I , I I I I 4 ( C13 [I CONS~ I] I \ \ \ . I I I I I ...., I I ,...I I I I I I I WORK HOURS 8•00 P.M. WORK HOURS .....;;,;8:..;;,;00;...A..;;,;.M.;;,;.._ TO TO 6:00 A.M. 5:00 P.M. SUNDAY THRU THURSDAY & SATURDAY 0~ C18~ "' / / ,., ,., ---/ / ---. l ''-\ "'-.. ..... \ \ \ \ / / / / __ ,,., / / / , • / 't C13 [I CONS~ I) SIGNALIZED INTERSECTION s~'< <( / ~~~~ "-,,-- / ---11> / <jl, / 'Ii .,.- / / \ \ \ \ \ - ---100' --- --------- 0 \ \ [I CONS~ I] \ \ \ ,, \\ C18 ~II-\ \ p :z I SCALE: 1" = 40' JAMBOREE RO '1~~ \,~ 600' 600' ---l C30 600' -----r--\. \ -·-..I ---I, ---------------------.... ----- II cJm ll --.... --- C-3179 PLANS PREPARED BY: JAMBOREE ROAD ~ ASL Consul ting Engineers 1--1---+---.....,......-----+---1 ~~ 1---s ......... Ew ___ •. ____ l;...;..;.R __ JM_P_R_O_V_· E_M_E_,N_T_.---1~ ?r:fn;,e~:irfo~~~e~2it~te 200 --'' ~\18· 1==1£1£'.VI.SiQNl~ :{Vrr!JR!f;J:(fV'.i?Ef: om: AYJ 14.,t'J'Je T~ ~?~~~~N ~ (949) 727-7099 --· , , , i , '/ / / , I , 1"'1"'/' I 7-v-;-• , 'f'f' I ' ' ! lli\tt B'1' APP'D DESIGNED tte DAAllH tte arv OF N:WP<»1T BEAa-t 1--s-_e_iee-_s __ "'~ REVISIONS Cl£OOD \'N llillE 1/98 PUBLIC WORKS DEPARIMENT SHEEr 6 OF • IO ! .. _ _, • END CONSTRUCTION ~ II • ~ ~ < 0 VJ SIGNALIZED INTERSECTION I r I I ff tfJ ~ j -~ """) I I ; C18 Y / I I I l I I 1/ I I I I f I I L1 I I I I I I I I \ I I k I I I I 11· I,_, I I ~ 0:: I I I I I I I ,..,, 1,.,, 0 0 I<) I<) 0 0 I I I I I ~ I I I MATCH LINE I I I -' I . I I ' I ' ' . J I I ' • ' I I I I ' ' I I \ _, I • I I f~ I';> I 0 c3 I I I I I I I \ --- I I I I I f I I I I I J I I I I I r I I I f5 a. {! I ' 2 I -I I I I I I I . 0 tr) - I I I I I I I I I I I I I I I I I I I I ' ,...l I I I I I /. /A. C13 I I I WORK HOURS 8•00P.M. TO 6•00 A.M. WORK HOURS 8:00 A.M. TO 5:00 P.M. [l~I] I J I I J I J I I I I . I ~ I \ \ \ \ '-'-. '-__ , '------........ ..__ __ ...-____ - - r--\ ~ ..... __ .J ... - ·-... ---... END CONSTRUCTION lc3o - /--.-.. __ --l -----..:----..0 1200' TAP/:R ----- - --....... __ -----· ---------. ------ END CONSTRUCTION ------------------- SUNDAY THRU THURSDAY & SATURDAY JAMBOREE RD ' --· -------- ~~«; '. " 4.~ ~~ C' :z I SCALE: 1 " = 40' --- soo· -- '""" / / / / / / ,/ SIGNALIZED INTERSECTION \ \ soo· 50 MPH ---- --- --- C-3179 LANS PREPARED BY: JAMBOREE ROAD ~ SL Consulting Engineers ,. a~, .. ,1.'l'li~clw. J-,-... SEWER IMPROVEMENT ,,; 1----1--+----;_,.,;..-----"----.-+. ,-.,+.---11tm,;~ R.cL ~22046 1-----------.....,;.-----......... --------------'----I~: ne Jenner Street, Suite 200 TRAFFIC CONTROL PLAN ~ Irvine, Califomla 92618 • • ___ !WE .. A~ 14, /998 JAM!OREE RD. & lHVERSITY DR. (949) 727-7099 ·1-fB+:B+,.;+,:,-;,i;.;.;'E:..V.;.;;'/S;,;_/Q.:....'N.:...·,.:...lJ:..)}F ..... Wl.:...· .:...~:...:-.:.....:;.HO~U..:...~;;.;:-S:;_; • .....i+~~+···.:...···--------,,-------1~------------.------lil Ml[ • BY N'P'D llESICNED HC MAWlt HC QTY OF teWPORT BEAOI 8-5188-S g REVISIONS •• O£C1CED \11 MlE 1/98 PUBUC WORKS DEPARTMENT SHEET 7 OF LO I L--------------------------------------"--------------------------....L-----------1.+-------------....L---------------...;:::.~•"i.::'"'::....--....L..---....L..----------...1.--------'1 I •. , • • ·-{:'J --------------------------------------------.--"' -- ·--... ____ eta 600' 600' 600' TRANSmON • • • .1 WORK HOURS • a:oo A.M. TO 4:00 P.M. I JAMBOREE RD EASTBLUFF DR ,, ,, " ' ' " ' " " ' C18 \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ I \ \ I .l I I I I \ / . C13 _ _,__. \ \ \ \ \ \ \ \ ~\C13 \ \ \ \ \ \ I CONS~CTION \ \ \ \ \ SIGNALIZED INTERSECTION ----------------------------------------------1---------------C18 ◄ -------------, I 150' BUFFER C30 R17 ... ... I / / / ... ... ... -----------------------------------------C13 _-, ________________ _ R17 C30 8" PIPE \ \ \ • \ ENO CONSTRUCTION \ \ \ \ \ \ \ \ \ \ \ \ C13\ \ \ \ \ \ \ \ \ \ \ \ / .,,.--- / / 1/ [l~I] I I r I \ \ \ \ \ \ \ \ \ UNIVERSITY DR C-3179 ,--------r.p~~~N~S~P=R=EP~A~RE=D~B=Y~:-------,---,---r-----------,--""TiQll!IIID"-----.------:-JA~M~B~O~RE=E=-=R~OAD-:-:1------1~. ASL Con su I ting Engineers 1--+---+----------1----1~~~ .,___S_E_~W_. E_R_: __ LM_P_-R_O ___ V __ E.;....M_E_N_T_· ---1~ ~ .. -~--~ Orie Jenner Street, Suite 200 A TRAFFIC CONTROL PLAN g ~ Irvine, California 92618 Dl1E !IQ 14. (924' JAt.eOf1EE Fl), & 1.HVERSITY DR. (949) 727-7099 7 ~ t--,--t--+-----------+-,...,.-. -+-D--IES-IGNED---HC---.--DRAIII--HC----11--------------,.-------1;! Do\1E =u arY OF t-EWPORT BEAa-1 8-81ll8-S , Cl£C1<ED YN Dl1E 1/98 PUBUC WORKS DEPARTMENT SHEET a OF ·IO . ! REVISIONS • • • • -----------------~y-------------------- "' ... "' ".,t "' °N ... ~ ".,t ... ~ ---------------, --~-----·-----~---·--l ".,t ... -°N ... . - °N ... "' C18 le EASTBLUFF DR C18 '\ \ \ \ \ \ \ \ \ C30 \ \ \\ \\ \ \\ \\ \\ \\ \\ \\ \ \ I 1 I I \ I I JAMBOREE RD __ /; ~ ------------------~-✓ I \ ][ ... ~ \ \ \ \ \ \ \ \ -------------------------------------------~----------------------------- 8" PIPE \ 1\5 \ \ \ \ \ WORK HOURS WORK HOURS [I CONSffl&mN I] \ \ \ \ I I " I ' I I "- / / SIGNALIZED INTERSECTION 100' ../y 8•00 P.M. 8:00 A.M. a -0 \ \ \ TO TO 6:00 A.M ... 5:00 P.M. ../y SUNDAY THRU THURSDAY SATURDAY ... ... ... \ C30 ,..c,a 1200' TAPER 100' UNIVERSITY DR ' - 600' \f.21 -• ---- --------~- ----- soo· eoo' C20(RT C18 --½20(RT) i,, -~ ------~ . --.... -·-... -!. -- -- C-3179 PLANS PREPARED BY: JAMBOREE ROAD ASL Consulting Engineers f---+--+-------~-+---1~~~ 1--_S_EW_· _E_R_IM_._P_R...;.O_V-"-"E--'M_E_N:r;,;,_; _: _p One Jenner Street, Suite 200 TRAFFIC CONTROL PLAN t;~9e) ;~~~;i)~g 92618 l·~, ~~f,'·~:~:::z:7~=~~:~:R.~i!:'~.h~;st[E!<D~W?)_'/Q~' .f.f!~'.j~i1&1 ·?tP~'lti~--~i1,/J~.o~.-·ai~·~~:s~'1'J,,1~. ~-~~•~:::SICNED;A:::r::.'4:' ~::9:l}::l«:==-1--arv-_::~~~IOR~~FE==-fl)~~~&~"°'~lNVERSITY~~~.~DR.~8_;.18&-~~8--lii REVISIONS Cl£tlCED \'N OOE 1/98 PUBUC WORKS DEPARTMENT SHEET 9 OF!O '-~-----------------------------------------------------------==--..L..___;;'-:"""-------'---------------'----------'--:----------''------''------''-----------:-----'----'------''" ':: ) l • ' i i I •. I I Ii I ' ,' 'j • • i . j -0 ij cooslm I] C13 ----------------~-------- -~ 4- . ----, r--, ... 11 c1a It EASTBLUFF DR "" \ \ C18',. •. \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ R1 I I - \1 / I f I / / ----_ ....... ---·--- ... ... ... . \ \ \ \ \ \ \ \ \ \ C13 \ \ \ \ \ \ \ \ \ \ . ------------., ' \ \ a• PIPE \ \ \ \ \ \ \ I I I I --., ' / / SCALE:· 1• -• ~-"" 40' I ---~ v--=---- WORK HOURS 8•00 P. M. WORK HOURS 8 00 A.M. TO TO G•OOA.M. SUNDAY THRU THURSDAY & 5•00 P. M. SATURDAY , • ' , SIGNALIZED INTERSECTION , ____ {f' C30 f,00' JAMBOREE RD C20(RT) __ .------ 150' BUFFER 1200' 4' ~---.. .- _ ___,,~4'~C:::::20:::::( R:::T)::::::::::-~-_. • .,,;;; __. \ \ I I I I I N - . --b -0 - 1 ][ ... ... ... C13 It 100' -~-------------------/~ --~ '----------- ,.,.. ----- / --/ r;:=-====:::::;"\ ----7 J-/ ---/ END 1 CONSTRUCTION C21 -1 _ __. b ~~---=------"' ~--~-~-~ -t'-l., - I· - ---- ---· ---------------..::::....,. ---- \ \. SIGNALIZED INTERSECTION UNIVERSITY DR C-3179 PLANS PREPARED BY: JAMBOREE ROAD ASL Consu I ting Engineers 1---+--+---------1--1~~M 1--------S_E_W_E ___ R_I ___ M_P_R ___ O __ \J=E_M_E_N_T_~--E? One Jenner Street, Suite 200 , 1 1, "-·• , / .-: . ; 1 TRAFRC CONTROL PLAN t;:9e) ~~~~;~';9 92618 -,1-' -'-Ml[--'L--1, ,_i-_lY--·~+'·-e._· ~---_,is ___ t_a...;.N __ .'913-'-·• ...;.~7"J!IQ_,_/ 1_· ·_11?..,....;.._t:M_,· w...;.·· _??,,_:s-"fis='=· ~ .... ::-'~-"'.s-+-··~---=-~!!ljHC.J.. u_x_; .... _=~~HC===--+--CITY--OF-JAASOREE_IEWPORT ___ RD_E_· _&A-~--SITY--&--:-188---8--1,1 ',,, • REVISIONS • amED ¥N OOE 1/98 PUBLIC WORKS DEPAATMENT SHEET 10 OF I 0 1 l , I i I 1 • l . PUBLIC WORKS DEPARTMENT - SEWER IMPROVEMENT C-3179 APPROVED BY : (JJ __ wft DATE: ~ l I ~'13 FUBLIC WORKS DIRECTOR R.C.E. 16791 APPROVED BY DATE: UTILITIES MANAGER R.C.E. 25553 PREPARED BY: DATE: ~ i, 1990 /STEVEN D. TEDESCO R.C.E. C039261 NOTICE TQ CONTRACTOR IRVINE R,'"ICH WATER DISTRICT PURSUANT TO ASSEMBLY BILL 3019, NO EXCA\iATION PERMIT IS VALID UNLESS THE FOi..LO'VING IS PERFORMED: ~ APPROVAL RECOMMENDED: APPROVAL RECOMMENDED: 1. UNDERGROUND SERVICE ALERT HAS BEEN CONTACTED AND /3-/ 1,-Cf 8 _ ASL Consult '1ng Eng1"neers HAS PROVIDED INQUIRY I.D. #---------APPROVED BY Ac-t•"j --□ATE ! ,,~--m-12. fi -~N ( A w· "(·. ui ~ ;' I ¥ 2. THE UNDERSIGNED AGREES TO CONT/'T AND OBTAIN AN -----1~0. _ ~<VlMuT"""""------"9 l4, I99f ,II IQ,m Joi ~ 8~(4-<ltfi INQUIRY I.D. # FROM UNDERGROUND SERVICE ALERT SUPERVISED BY DATE ,. ~~~~~O~E~~gES DATE Cl"N ENG.NEER DAE (1-800-422-4133) AT LEAST lWO (2) V"ORKING DAYS 8•5189•9 gJ R.C.E. 24967 PRIOR TO THE COMMENCEMiNT OF EXCAV'ITION --□-AT=E--1------l~ LR ___ ,c ___ .E::...·..::2 ___ 20::...4.:...5 ___________ _j_ _________________ L ____________________________________________ _JLS~IG:'.:N'..::ED~=========-=======:'.'.DA~TE:....::=========-...l.-R_EV_1E_w_ED_BY ___________ _j_::_SH:.:::EE::T~1_:0f::__ • .:,:10::.._Jf APrROVAL OF SEWER FACILITIES .S.llEEI 1 l!CTORIA -INDICATES AREA SHOWN ON LOCATION MAP VICINITY MAP NOT TO SCALE SHEET INDEX DESCRIPTION TITLE SHEET CITY OF IRVINE UN IVERSI Y u.c.1. 2 3 GERNAL NOTES, CONSTRUCTION NOTES, BASIS OF BEARING. BENCH MARK PLAN AND PROFILE STA TO 9+98.68 TO STA 15+40.17 4 TRENCH SECTION, REPAVING DETAIL AND CONNECTION DETAILS 5 TRAFFIC CONTROL 6 TRAFFIC CONTROL 7 TRAFFIC CONTROL 8 TRAFFIC CONTROL 9 TRAFFIC CONTROL 10 TRAFFIC CONTROL SYMBOL LEGEND • 0 t1 D PO'M:R POLE MANHOl.f FIRE H'YDRANT METER BOX EXISTING VALVF.. PO'M:R POLE ANCHOR MONUMENT -x-x-x-FENCE ===== BLOCKWALL TREE SHRUBBERY .,,~ .,,, _,,, .,,,_ ASPHALT PAVF..MENT i~~~~~~ BRICKWALK 1·.-· .-···:.·:.•-:I i:.:..:.·.:a:.-.:..:..:..:~ CONCRETE ~.::v...-.. .auJ.! BUILDING 3J: STREET LIGHT • FIELD LIGHTS • PROPOSED ELECTRIC CONTROL VALVF.. 0 PROPOSED QUICK COUPLING VALUE --OW--EXISTING POTABLE WATER MAIN - ---PROPERTY LINE ---t.---CENTERUNE -··-S-··-SE'M:R LINE -···--W-WATER LINE ----0-- -GAS LINE --E--POWER LINE -TEL -TELEPHONE LINE -TV -CABLEVISION LINE ABBREVIATIONS ABAN AC CATV ~.B. CLR. CNB CSG DIA. D.W. ELEC. ELEV. F.XIST. FH FLG G G.B. HP ABANDONED ASPHALT CONCRETE CABLE TV CATCH BASIN CENTERLINE CLEARANCE CITY OF NEWPORT BEACH STANDARD CASING DIAMETER DOMESTIC WATER ELECTRICAL E.l.EVATION EXISTING FIRE HYDRANT FLANGED GAS GRADE BREAK HIGH PRESSURE INV !RR IRWD MIN. M.J. M,W,D. NO. o.c. O.D. P.C.C. P.E. PROP. PVC R.W. s S.D. ss STA. ST. LT. ST. STA. INVERT ELEVATION IRRIGATION IRV'NE RANCH WATER DISTIRICT MINIMUM MECHANICAL JOINT METIROPOLITAN WATER DISTRICT NUMBER ON CENTER OUTSIDE DIAMETE~ PORTLAND CEMENT CONCRETE PLAIN END PROPOSED POLYVINYL CHLORIDE RECLAIMED WATER SEWER OR SLOPE STORM DRAIN STAINLESS STEEL WATER LINE STATION STREET LIGHT STREET STATION EMERGENCY TELEPHONE NUMBERS COMCAST CABLE SOUTHERN CALIFORNIA EDISON CO. SOUTHERN CALIFORNIA GAS CD. PACIFIC BELL IRVINE RANCH WATER DISTRICT IRVINE RANCH WATER DISTRICT (INSPECTION) IRVINE RANCH WATER DISTRICT (OPERATIONS) CITY OF NEWPORT BEACH (UTILITIES) ORANGE COUNTY WATER DISTRICT UNDERGROUND SERVICE ALERT PHONE NUMBER (714) 285-2050 (714) 895-0246 ~ 714~ 634-3049 714 666-5718 949 453-5300 (949) 453-5615 (949) 453-5740 (949) 644-3011 (DAY) (949) 644-3717 (NIGHT) (714) 378-3200 (800) 422-4133 , UNIVERSI Y PROJliCT LOCATION CACAO CITY OF NEWPORT BEACH LOCATION MAP NOT TO SCALE flVN: RANCH WATER DISTFICT SEWER NOTES 0 z e_j oli 0::: => i!: 0::: <( CON. Y APPLY TO lNVERSITY DRIVE MMtQ F CONE~ 1. THC 111 1I,n:-RSITY DRIVE MANHOLE CONNECTION SHALL CONFORM TO THE DISTRICT'S ~ ~ ~ /\ CITY OF IRVINE 0 U' '.,A "PROCEDURAL C'IIDELINES AND GENERAL DESIGN REQUIREMENTS" AND "CONSTRUCTION MANUAL", AS LAST REVISED. 2. THE CONTRACTOR SHALL HAVE A COPY OF THE DISTRICT'S STANDARD SPECIFICATIONS ON THE JOB. ' 3. THE DISTRICT ENGINEERING OFFICE SHALL BE CALLED FOR INSPECTION FOUR (4) WORKING DAYS BEFORE START OF WORK AT (949) 453-5300 OR {949) 453-5615. 4. THE CONTRACTOR SHALL EXPOSE ALL JOIN POINTS TO THE EXISTING SEWER SYSTEM FOR VERIFICATION OF LOCATION AND ELEVATION BEFORE CONSTRUCTION. 5. THE UNIVERSITY DRIVE MANHOLE SHALL HAVE "IRWD" CAST THEREON AS SHOWN IN DRAWING S-4. 6. CURBS SHALL BE INSCRIBED WITH AN •s• INDICATING LOCATIONS OF ALL SEWER LATERALS. 7. CURBS SHALL BE INSCRIBED WITH TIES FOR ALL MANHOLE LOCATIONS. 8. THE CONTRACTOR WORKING ON IRWD SEWER MAINS MUST HAVE A C-34 LICENSE OR A CLASS A CONTRACTORS LICENSE. BASIS OF BEARINGS: THI:: BASIS OF BEARINGS FOR THIS PROJECT IS THE GRID BEARING OF' N 66'43°1.2' E BETWEEN "GP!> 6211" AND "GPS 6176" OF THE ORANGE COUNTY GPS CONTROL NETWORK. THE HORIZONTAL POSITIONS PUBLISHED BY THE ORANGE COUNTY SURVEYOR'S OFFICE ON 7/01/95 ARE BASED ON {CCSB3) 1991.35 EPOCH. BENCHMARK: OCS 3-3/4" ALUMINUM DISC FOUND AT THE SOUTHEAST CORNER OF THE CONCRETE BRIDGE ON JAMBOREE ROAD OVER THE SAN DIEGO CREEK CHANNEL, 65 FT. EASTIERLY FROM THE CENTERLINE OF JAMBOREE ROAD, 155 FT. SOUTHERLY FROM THE CENTERLINE OF THE CREEK, SET AT THE SOUTHEAST WING WALL OF THE BRIDGE STRUCTURE, 0.5 FT. WESTERLY FROM THE VERTICAL ANGLE POINT OF THE WING WALL O.C. SURVEYORS BENCHMARK 3N-58-85 ELEV. = 23.806 FT. DIAL TOLL FREE 1-800-422-4133 AT LEAST TWO DAYS BEFORE YOU DIG GEtERALNOTES 1. THE CONSTRUCTION OF ALL STREET AND SEWER IMPROVEMENTS SH,\LL CONFORM TO THE REQUIRMENTS OF THE NEWPORT BEACH CONS™UCTION STANDARDS, STANDARD SPECIAL PROVISIONS. DESIGN CRITERIA, STANDARD DRAWINGS. AND THE "SPECIAL SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION", 1.all..Z EDITION AND SUPPLEMENTS AND THESE SPECIFICATIONS. 2. STATIONING REFERS TO THE CENTERLINE OF PIPELINE AND STREET STATIONING REFERS TO CENTERLINE OF STREET. 3. EXISTING UNDERGROUND UTILITES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL 4. 5. 6. 7. 8. 9. BE RESPONSIBLE FOR VERIF'l'lNG THE ACTUAL LOCATION AND ELEVATION IN TIHE FIELD PRIOR TO BEGINNING CONSTRUCTION OF THE NEW FACILITIES. ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING OF STREET. SEWER DISTANCES SHOWN IN PROFILE AND IN ESTIMATED QUANTITIES ARE HORIZONTAL DISTANCES. THE CONTRACTOR SHALL REQUEST INSPECTION FROM THE CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 48 HOURS IN ADVANCE OF PERFORMING ANY WORK AT 644-3011. THE WALL AND FACE OF ALL EXCAVATIONS GREATER THAN FIVE (5) FIEET IN DEPTIH SHALL BE EFFIECTIVEL Y GUARDED BY A SHORING SYSTEM, OR OTHER EQUIVALENT MEANS. TRENCHES OR EXCAVATIONS LESS THAN FIVE (5) FIEET IN DEPTH SHALL ALSO BE GUARDED WHEN EXAMINATION INDICATES THAT HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED. THE CONTRACTOR(S) SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK AS DESCRIBED IN NO. 7 ABOVE FROM CAL-OSHA. ALL SEWER PIPES SHALL BE BEDDED PER DETAIL 1 ON SHEET NO. 4. 10. ALL CONCRETE SHALL BE 560-C-3250. 11. SLOPE ANCHORS SHALL BE PROVIDED ON ALL LINES HAVING A SLOPE OF 3:1 OR STEEPER IN ACCORD WITH CNS STID-314-L. 12. THE FIRE DEPARTMENT SHALL BE NOTIFIED 48 HO'JRS IN ADVANCE OF ALL LANE CLOSURES. 13. THE CONTRACTOR SHALL MAINTAIN TIHE WORK AREA IN A NEAT, SAFIE CLEAN, AND SANITARY CONDITION AT ALL TIMES AND TO THE SATISFACTION OF THE AGENCY HAVING JURISDICTION OVER THE AREA. STREETS SHALL BE KEPT CLEAN OF DEBRIS, WITH DUST AND NUISANCE BEING CONTROLLED AT ALL TIMES. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR ANY CLEAN-UP ON ADJACENT STREETS AFFECTED BY HIS CONSTRUCTION. 14. THE CONTRACTOR SHALL KEEP A SIGNED SET OF APPROVED PLANS AND SPECIFICATIONS AND A COPY OF ALL CONSTRUCTION PERMITS ON THE JOB SITE AT ALL TIMES DURING WORKING OPERATIONS. 15. ALL WORK SHALL COMPLY WITIH THE CONDITIONS ESTABLISHED BY THE CALIFORNIA REGIONAL WATER QUALITY CONTROL BOARD 16. TIHE CONTRACTOR SHALL RESTORE OR REPLACE IN KIND ALL EXISTING IMPROVEMENTS DISTURBED DURING CONSTRUCTION INCLUDING, BUT NOT LIMITED TO STREET STRIPING, LANDSCAPING AND SIGNS. STREET STIRIPING SHALL BE REPLACED IN KIND. 17. ALL P.C.C. AND A.C. PAVEMENT REMOVALS SHALL BE OUTLINED TO NECESSARY WORKING LIMITS AND SAWCUT PRIOR TO THE REMOVAL. ALL DEBRIS CREATED BY TIHE REMOVAL OPERATIONS SHALL BECOME TIHE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF AWAY FROM THE JOB SITE IN A MANNER AND AT A LOCATION ACCEPTABLE TO THE CITY OF NEWPORT BEACH. 18. TRAFFIC SIGNAL CONDUIT AND LOOPS ARE SHOWN ON THE PLANS WHERE DETAIL PLANS ARE AVAILABLE. HOWEVER, THE PLANS DO NOT REFLECT ALL OF THE TRAFFIC SIGNAL CONDUITS AND LOOPS. THE CONTRACTOR SHALL FIELO VERIFY LOCATION OF ALL TRAFFIC SIGNAL LOOPS AND CONDUITS AND PROTECT IN PLACE OR REPLACE PER SPECIFICATIONS. 19. CONTRACTOR SHALL HAVE A FUNCTIONAL STREET SWEEPER AND WATER TRUCK AVAILABLE AT ALL TIMES DURING CONSTRUCTION WORKS HOURS. 20. ALL CONCRETE SIDEWALKS OR CURBS TO BE REPLACED SHALL BE SAWCUT TO THE NEAREST SCORE MARK OR ADJUSTABLE CONTROL JOINT OR WEAKEN PLANE JOINT AND REPLACED IN CONFORMANCE WITH THE APPLICABLE CITY STANDARD DRAWING. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO ALL ADJOINING CURBS AND WALKS. 21. REMOVE CONCRETE SIDEWALK AS NECESSARY DURING CONSTRUCTION AND REPLACE TO THE NEAREST JOINT PER CNB STID-180-L UNLESS OTHERWISE SPECIFIED. 22. REMOVE EXISTING CURB AND GUTTER AS NECESSARY DURING CONSTRUCTION AND REPLACE PER CNB STD-182-L UNLESS OTHERWISE SPECIFIED. 23. AT THE END OF EACH WORK DAY, THE CONTRACTOR SHALL EITHER BACKFILL AND PLACE BASE PAVEMENT OR NON-SKID STEEL PLATE HIS EXCAVATION SO HE CAN OPEN UP ALL TRAVEL LANES TO TRAF'FIC. STEEL PLATES SHALL BE TACKED DOWN OR SPIKED AND TEMPORARY A.C. PLACED AT FRONT AND BACK AS REQUIRED BY THE CITY. 24. AT THE END OF EACH WORKING DAY AND AT TIMES WHEN CONSTRUCTION OPERATIONS ARE SUSPENDED FOR ANY REASON, TIHE CONTRACTOR SHALL REMOVE ALL EQUIPMENT, VEHICLES, MATERIALS, TRAFFIC CONTROL DEVICES, STOCKPILE OR ANY OTHER FORM OF OBSTRUCTION FROM THE STREET RIGHT-OF-WAY. CONSTRUCTION NOTES 0 CONSTRUCT s· PVC SEWER PIPE (SDR 35) LD BACKFILL, BEDDING AND RESURFACING PER DETAIL ci7 CONSTRLICT 48" DIA. MANHOLE PER CNB STD. 401-L. CORE DRILL EXISTING 48-INCH MANHOLE AND CONNECT NEW 8-INCH SEWER MAIN. MAINTAIN CHANNEL TO EXIST"NG WET WELL PER DETAIL EB REMOVE AND REPLACE EXISTING BLOCK WALL IN Klf\lD. REMOVE AND REPLACE EXISTING RETAINING WALL IN KIND. REMOVE AND DISPOSE Of EXISTING TREES. CONNECT 8" PVC SEWER TO EXISTING IRWD 60" DIA. MANHOLE. CONSTRUCT CONNECTION PER DETAIL EB REMOVE AND REPLACE EXIST. MEDIAN CURB AND STAMPED CONCRETE OR TUNNEL AND BACKFILL WITH 2 SACK SLURRY. POTHOLE EXISTING UTILITIES. REMOVE AND REPLACE CURB & GUTTER. REMOVE AND REPLACE SIDEWALK. SAWCUT TO THE NEAREST TRANSVERSE SCORE MARK OR ADJUSTABLE CONTROL JOINT OR WEAKENED PLANE JOINT AND REPLACE THE SIDEWALK IN CONFROMANCE WITH THE APPLICABLE PROVISIONS OF THE CITY. TRAFFIC SIGNAL CONDUIT AND LOOPS ARE SHOWN ON THE PLANS WHERE DETAIL PLANS ARE AVAILABLE. HOWEVER, TIHE PLANS DO NOT REFLECT ALL OF THE TRAFIFlC SIGNAL CONDUITS AND LOOPS. THE CONTRACTOR SHALL FIELO VERIFY LOCATION OF ALL TRAFFIC SIGNAL LOOPS AND CONDUITS AND PROTECT IN PLACE OR REPLACE PER THE CITY OF NEWPORT BEACH CONSTRUCTION STANDARDS. ALL LANDSCAPING AND GRASS AREAS SHALL BE RESTORED BOTH IN KIND AND IN SIZE TO ITS ORIGINAL CONDITION. ALL IRRIGATIOr LINES, SPRINKLER, CONTROL WIRES AND CONTROL BOXES TIHA • ARE DAMAGED SHALL BE REPAIRED TO THE SATISFACTION OF TIHE CITY. @ INSTALL FLEXIGLASS OR REDWOOD(2"X6") STOP GATE. @ CORE DRILL EXIST. MANHOLE WALL @ REPAIR EXIST. PVC LINER PER IRWD STANDARD SPECIFICATIONS. @ PROTECT EXISTING LIFT STATION IN PLACE. @ REMOVE AND REPLACE EXIST. MEDIAN CURB, STAMPED CONCRETE AND ACCESS RAMP. @ REMOVE AND REPLACE EXISTING DRIVEWAY TO THE NEAREST ~NSVERSE SCORE MARK OR ADJUSTABLE CONTROL JOINT OR WEAKENED PLANE JOINT AND REPLACE DRIVEWAY IN CONFROMANCE WITH THE APPLICABLE PROVISIONS OF THE CITY. ~ CONSTRUCT RETAINING WALL PER DETAIL EB AND SHEET S-2. ®) INSTALL MANHOLE COUPLING AND GASKET (GPK MANHOLE ADAPTER OR APPROVED EQUAL) PER IRWD'S STD.DWG. S-5. @ ~J~tliD~~~r~LgRc~~~~l6tGE~N~Qt~StfT (GPK MAN -C-3179 PL; "lS PREPARED BY: ' ~ JAMBOREE ROAD ASLConsulting Engineers f---+--+---------i----1~~fuu SEWER IMPROVEMENT ~ One Jenner Street, Suite 200 ~ GENFRAL NOTES, CONSTRUCTION "JOTES ! Irvine, California 92618 MTE 3 ,/1/?f BASIS OF BEARING, BENCH MARK !:: (949) 727-7099 f--1---1-------------+--+----~-----+-------------r-------l~ DESIC.£' IIWB DRAWN T.IG CITY OF NEWPORT BEACH 8•5168-8 ~ MTE .IPP'D UNDERGROUND SEIMCE ALERf OF S01/JHERN C.11.JFORN~ l-------1 _9- L ___________________________________________ _':================----------_L ___ __:==----...l..---------------L-------_::R:::EVl::::S::IO:,::NS:..,_ _______ LQ£CK __ m_TlE_..LM_IE_ 1/11_8 _ __J ___ P:_:U=BU=C:...::.:WORKS, __ D_EP_ARTM_E_NT __ __,, __ SH_E_ET_2_0F_IO_. __. z: ~ z 0 r 0 ~ 23 j-J JJ 0 " ~ il rn ,, ' ~ 2 0 !; z < - 1---~6Qt--:-t:iar----c--t+¾~r----cr----c . ·st··• ·rt)· : •• .. -,,....:::_-. .. . (Q ······ .. ·.i· • i':-' : ~· UPSTREAM --......... ~ .. MANHOLE A't>j ' SEE NOTE 2 0 c,~• BEGIN CONSTRUCTION 3 STA. 9+98.68 MANHOLE NO. 1 SEE NOTE 2 DOWNSTREAM MANHOLE SEE NOTE 2 N 81'40'10"W 7~,- APPROXIMATE LIMITS -'-='=~~--.-..-t· 9F GRIND ANO .CAP 4_91--5-'----<t_ N 8'19'50" E .·_4_91--5-I : ' ' I • STA. 11 +32.4'6= ' I 2~=_..!.,.~==:.......:........,..;....;..--ST. STA. 496+89.34 : ; MANHOLE NO. 3 1 , t ' I J ·i-@ i ; \ ' · .CONSTRU ! ! •. -1 f~,r\(,1\l·1•1f,J_'1, ·----~ ,::" ~t,·-· \ N 8'19'50" E 241.86 I __ -- l ' . / L.::±..::==±:::c:=l=-:c'·"" :::1:::::-:-A·.·· . ..... :;.::.:. ,. _..· .... _J:~.~-·-·:,r .. :_+·+·····t -i--..,____ \ '·· \. •. \ \ ', . • \,, •, PROPOSED 8" PVC SEWER MAIN APPROXIMATE LIMITS OF GRIND & CAP JAMBORl::E ROAD CQNTRACTOR SHALL EXERCISE EXTREME CAUTION TO PROTECT EXISTING 16 ACP WATER MAIN AND THRUST BLOCK IN PLACE AND TO MAINTAIN THE LINE IN SERVICE. THE EXISTING I6"t,CP WATER MAIN IS AN EMERGENCY INTER- CONNECT WITH NORMALLY CLOSED VALVES. HOWEVER, THE WATER MAIN IS UNDER CONSTANT PRESSURE DUE TO LEAK--6Y THROUGH THE CLOSED VALVES. CONTRACTOR SHALL POTHOLE THE WATER MAIN AND FIELD LOCATE THE LIMITS OF TH~"EXISTING THRUST BLOCK PRIOR TO BEG! NN ING OF CONSTRUCTION. UNIVERSITY DR. _) 502 ** SCE COORDINATION CONTRACTOR SHALL COORDINATE CONSTRUCTION ACTIVITIES WITH SCE. CONTRACTOR SHALL NOTIFY SCE (AL OHARA, SCE PLANNER) AT (714) 895-0246 A MINIMUM OF TWO WEEKS PRIOR TO BEGINNING WORK. THE SCE CONTRACTOR WILL THEN PERFORM THE NECESSARY WORK TO THE EXISTING CONDUITS TO ALLOW CLEARANCE FOR THE PROPOSED SEWER PIPE . 0 0 NOTE: ·~--~~---'-+l--"-:::-:L:-_-.1t-.~ -I-➔•-·~--+­. t .. CONSTRUCT B" PVC SEWER PIP& 35). AND RESURFACING PER DETAIL 1 4 BACKFILL, BEDDING CONSTRUCT 48" DIA. MANHOLE PER CNB STD. 401-L CORE DRILL EXISTING 48-INCH MANHOLE AND CONNECT NEW 8-INCH SEWER MAIN. MAINTAIN C,HANNEL TO EXISTING WET WELL PER DETAIL EB CONNECT 8" PVC SEWER TO EXISTING IRWD 60" DIA. MANHOLE. CONSTRUCT CONNECTION PER DETAIL EB REMOVE AND REPLACE EXIST. MEDIAN CURB AND STAMPED CONCRETE OR TUNNEL AND BACKFILL WITH 2 SACK SLURRY. POTHOLE EXISTING UTILITIES. TRAFFIC SIGNAL CONDUIT AND LOOPS ARE SHOWN ON THE PLANS WHERE DETAIL PLANS ARE AVAILABLE. HOWMR, THE PLANS DO NOT REFLECT ALL OF" THE TRAFFIC SIGNAL CONDUITS AND LOOPS. THE CONTRACTOR SHALL FIELD VERIFY LOCATION OF ALL TRAFFIC SIGNAL LOOPS AND CONDUITS AND PROTECT IN PLACE OR REPLACE PER THE CITY OF NEWPORT BEACH CONSTRUCTION STANDARDS. PROTECT EXISTING LIFT STATION IN PLACE. REMOVE AND REPLACE EXIST. MEDIAN CURB, STAMPED CONCRETE AND ACCESS RAMP. 1. CONTRACTOR SHALL INSTALL PVC LINER IN MANHOLE No. 2 PER SPECIFICATIONS. 2. CONTRACTOR SHALL ENSURE CONTINUOUS OPERATION OF" EXISTING SEWER SYSTEM AND DEVELOP A MEANS OF BYPASS DURING CONSTRUCTION ACTMTIES AT THE TWO CONNECTION MANHOLES. UPSTREAM AND DOWNSTREAM MANHOLES ARE SHOWN ON THE PLANS. 3. CONTRACTOR SHALL ENSURE CONTINUOUS OPERATION OF IRWO'S EXISTING FORCE MAIN. CONTRACTOR SHALL COORDINATE WORK WITH IRWD TO ENSURE LIFT STATION WILL REMAIN OPERATIONAL SEE PROJECT SPECIFICATIONS. C-J179 r----,,,,-""-;:;,-... -~------r:::"".::-::--::::::::::::=-:::---------r-r--r------------,--.JPP1mr------,-------:-:-:--===-=:-:-::'--------1 ~ -PLANS PREPARED BY: / J JAMBOREE ROAD <..;-r\ ~-_. r,.<'J; ASL Con su It in g Engineers 1-----1---+---------4-----1/M. ~5214 .__S_E_W_PE_LRA_N_IMA_NP_0R_PO_R_V0F_E1L_ME_E_N_T_~ :"-~ /I / One Jenner Street, Suite 200 ~ N.o. c¥J½s1 'crvine), California 92618 f----+--+------------+---t 1),\1[ 3.,//L!''P~-STA 9+98.68 TO STA. 15+40.17 ;C 949 727-7099 f--+---+-------------+---+-----..-----4-------------"T"--------t3- IEICNm MWB DRAWN TMl CITY OF NEWPORT BEACH 8•&188•8 g 1------------1 RE\/ISIONS C1£CKm TI.E DAlE 1/98 PUBLIC WORKS DEPARIMEHT SHEET 3 OF 10 ;;-'-------------------------------------------------------------------------------------.L.-----------.L...-------------------L-----------------------L-----.l...-----l---------------.l...--------1 z TI \; z I 0 5 8 8 ~ 1i:l S:l 0 ~ ~ 7 0 C Z < -N TRENCH WIDTH CONTRACTOR SHALL REPAVE IN EXIST P~AV~E~M~EN~T~~~~\----~/~~~A~C~C~O~R~DA~NCE WITH DETAILEB 12" MIN. (_.--.----BACKFILL SHALL BE NATIVE (IF ACCEPTABLE) OR IMPORT SOILS COMPACTED TO AT LEAST 90:il: RELATIVE COMPACTION Jmw LIMITS OF 1-1 2" GRIND & 1-1 2" FINAL PAVING CAP TRENCH WIDTH + 48 INCHES MIN LOCATION OF SECOND SAWCUT LOCATION OF WCUT NOTES: 1. WHERE THE EDGE LINE OF THE PAVEMENT REMOVED FOR THE PIPELINE TRENCH EXCAVATION COMES WITHIN THREE (3) FEET OF THE OUTER EDGE OF THE PAVEMENT AGAINST GUTTER LINE OR CURB FACE, THE EXISTING PAVING SHALL BE REMOVED TO THE GUTTER LINE OR CURB FACE AND THE PERMANENT PAVEMENT LAID TO THE GUTTER LINE OR CURB FACE. WHERE THE EDGE LINE OF THE PAVEMENT REMOVED FOR THE PIPELINE TRENCH EXCAVATION IS MORE THAN THREE (3) FEET FROM THE GUTTER LINE OR CURB FACE, THE CONTRACTOR IS TO SAWCUT THE EXISTING PAVING TWELVE (12) INCHES BACK FROM THE EDGE OF THE TRENCH AND REMOVE THAT EXISTING PAVEMENT BEFORE PLACEMENT OF PERMANENT PAVING (INCLUDING BASE MATERIAL). 11-mli PIPE ZONE 3/4" CRUSHED ROCK 1-1/2" FINAL PAVING CAP AC PAVEMENT TRENCH REPLACEMENT SHALL BE PLACED NO LESS THAN FLUSH WITH ADJACENT EXISTING PAVEMENT. PRIOR TO PLACEMENT OF 1-·1/2" FINAL AC CAP, THE PREVIOUSLY PLACED AC PAVEMENT TRENCH REPLACEMENT SHALL BE GRINDED ALONG WITH ADJACENT AC PAVEMENT AS SHOWN ON DETAIL. 6" MIN . .3/4" CRUSHED ROCK NOTES: 1 . NO TRENCH SUPPORT IS REQUIRED FOR DEPTHS UP TO 5 FEET. SHORING OR SOLID SHEATHING IS REQUIRED FOR DEPTHS EXCEEDING 5 FEET. DESIGN CALCULATIONS BY A REGISTERED CIVIL ENGINEER SHALL BE SUBMITTED. 2. WHERE WET, UNSTABLE OR RUNNING SOIL IS ENCOUNTERED, SOLID SHEATHING IS REQUIRED FOR ALL VERTICAL TRENCH WALLS. .3. MINIMUM RELATIVE COMPACTION REQUIREMENTS SHALL CONFORM TO ALL PERMIT REQUIREMENTS AND SHALL AT NO TIME BE LESS THAN 90:il:. 4. 3/4" ROCK BACKFILL (90% RELATIVE COMPACTION) SHALL BE USED FOR UNSTABLE SOIL CONDITIONS. TYPICAL TRENCH N.T.S. SECTION(±) I ' I . ,I • MENT REPLACE BASE MATERIAL EXISTING PLUS 1 ~RENCH WIDTH 1211 + 24";;:! 12" SAWCUT & TACK COAT (TYP.) I 1-1/2" GRIND (TYP.) I EXIST. BASE EXIST. A.C. PAVEMENT I BACKFILL PER DETAIL ffi 2. 3. 4. 5. THE EXISTING PAVING AND AC PAVEMENT TRENCH REPLACEMENT IS TO BE MECHANICALLY GROUND DOWN A MINIMUM OF 1-1/2" . THE PERMANENT PAVING SAHLL THEN BE EXTENDED PER THE LIMITS OF THE GRIND AND CAP SET BY THE PLANS. ALL EXISTING PAVEMENT EDGES ARE TO BE TACK COATED BEFORE APPLICATION OF PERMANENT PAVEMENT. IF THERE IS LESS THAN (2) INCHES OF PAVEMENT AFTER GRINDING, THEN THE GROUND AREA SHALL BE REMOVED BY SAW CUTTING AND PERMANENT PAVEMENT REPLACED. TRANSVERSE TRENCHES ARE ANY TRENCHES WHICH ARE PERPENDICULAR TO THE STREET CENTERLINE, i.e. CROSSINGS OF STREETS. TRANSVERSE TRENCHES SHALL BE GROUND AND CAPPED A MINIMUM OF 10' EACH SIDE OF THE TRENCH THE EXISTING PAVEMENT STRUCTURAL SECTION WITHIN JAMBOREE ROAD SHALL BE ASSUMED TO BE 8" A.C. OVER 14" A.B. THE EXISTING PAVEMENT STRUCTURAL SECTION WITHIN CAROB ROAD SHALL BE ASSUMED TO BE 5" A.C. OVER 8" A.B. CONTRACTOR SHALL RAISE ALL EXISTING AND NEW WATER / RECLAIMED WATER VALVES, AND SEWER / WATER / RECLAIMED WATER MANHOLES TO GRADE AFTER FINAL PAVING IS COMPLETED. 6. CONTRACTOR TO CLEAN STREET WITH WATER TRUCK AND SWEEPER PRIOR TO END OF .EAQl:l WORK DAY. 7. ALL STRIPING AND PAVEMENT MARKINGS REMOVED BY TRENCHING/REPAVING SHALL BE REPLACED PER PROJECT SPECIFICATIONS. 8. CONSTRACTOR SHALL MAINTAIN BASE PAVEMENT AND PROVIDE TEMPORARY STRIPING AS REQUIRED UNTIL FINAL CAP AND STRIPING IS COMPLETED. 9. ALL STEEL PLATES SHALL BE NON-SKID. ADVANCED WARNING SIGNS SHALL BE REQUIRED FOR STEEL PLATES WITHIN JAMBOREE ROAD (TYPE P PER WATCH MANUAL) REPAVING DETAIL EB N.T.S. STA. 15+42.17 BEGIN CONSTRUCTION ' I V EXIST. 8" VCP SEWER PIPE SDR 35 EXIST. IRWD 60" DIA. MAN HOLE TA. 9+98.68 @ JOIN MANHOLE 3 I j INV. 61.44 MODIFY EXISTING BASE TO PROVIDE SMOOTH TRANSITION CD i , PUBLIC UTILITY EASEMENT • PUBLIC ' UTILITY , I F----' ;EA:~ENT~ ---1 I / STA.i 1 +60.00 .. MANHO NO. 2 / 0 ;§ It: ' ,' I· I '' ,! '71 ! I er I' 11 g ' I ~ ! I <( ' -, Ii : I I I ' ! INV. 61.24 EXIST. 8" VCP SEWER FILL CHANNEL WITH CLASS A CONCRETE AND REFORM CHANNEL WHEN NEW SEWER IS PUT INTO SERVICE _,,' .,.., ,.,. .,.., ,Y'.,.., 0.,..,.,.., .,.., /' .,.., ~,,...,.., I FROM INLET TO BOTH OUTLETS r!-- STA. 9+98.68 SITE PLAN AT CAROB STREET 3 CAROB STREET MANHOLE CONNECTION 4 SCALE: 1" = 1 O' CONSTRUCTION NOTES: CONSTRUCT 8" PVC SEWER PIPE (SDR 35) ffi @ REMOVE AND REPLACE SIDEW~1LK. SAWCUT TO THE NEAREST BACKFILL, BEDDING AND RESURFACING PER DETAIL _1 TRANSVERSE SCORE MARK OR ADJUSTABLE CONTROL JOINT OR WEAKENED PLANE JOINT AND REPLACE THE SIDEWALK IN CONFROMANCE WITH THE APPLICABLE PROVISIONS OF THE CITY. CONSTRUCT 48" DIA. MANHOLE PER CNB STD. 401-L. @ ALL LANDSCAPING AND GRASS AREAS SHALL BE RESTORED BOTH IN KIND AND IN SIZE TO ITS ORIGINAL CONDITION. ALL IRRIGATION CORE DRILL EXISTING 48-INCH MANHOLE AND CONNECT LINES, SPRINKLER, CONTROL WIRES AND CONTROL BOXES THAT ARE NEW 8-INCH SEWER MAIN. MAINTAIN CHANNEL DAMAGED SHALL BE REPAIRED TO THE SATISFACTION OF THE CITY. TO EXISTING WET WELL SCALE: 1/2" = 1'-0" CORE ORI LL EXIST. MANHOLE WALL INSTALL MANHOLE COUPLING AND GASKET ( GPK MANHOLE ADAPTER OR APPROVED EQUAL) 1 APPROXIMATE LIMITS OF. GRIND & CAP .• SEE SHEET 3 FOR SCE COORDINATION ' ,<~:~·., APPROXIMATE ',, LIMITS OF GRIND & CAP \ END CONSTRUCTION STA. 15+42,17 ~ "'J"'Ot""N--;E""X"'IST°".=. tiMA'-'N"H;-;,;0-.,LE.--; 7 .@ ,, / /( ··• .. \ L \ ,.i I''-, ·, ' ' EXIST. 60" IRWD MANHOLE t' \ /·,,) SITE PLAN AT UNIVERSITY DR. 5 SCALE: 1" = 10' • 2111---~ ...... '\ ( ' \ I f,_ -_ -_ -_ ....;_:-__;:P. _i:,fj¼-f-_--1-.--~----_ <"/ INV. 30.00 MODIFY EXIST. BASE _ _JS,__, TO PROVIDE SMOOTH ........_;_.......;.•-r TRANSmON FROM INLET TO OUTLET INV. 29.60 EXIST. 6" SEWER [FORCE MAIN .,.., .,,:~ .,.., ::.--::::_.) ,.,. .,.., .,.., INV. 29.80 MAINTAIN EXIST. SMOOTH CHANNEL FOR 6" FORCEMAIN \~~\.INLET \~EXIST. 8" VCP SEWER UNIVERSITY DR. MANHOLE CONNECTION 6 SCALE: 1 /2" = 1 '-0" CONSTRUCTION NOTES: CD 0 CONSTRUCT 8" PVC SEWER PIPE (SDR 35) LU BACKFILL, BEDDING AND RESURFACING PER DETAIL 8 CONNECT 8" PVC SEWER TO EXISTING 60" DIA. MANHOLE CONSTRUCT CONNECTION PER DETAIL EB CORE DRILL EXIST. MANHOLE WALL. REPAIR EXIST. PVC LINER PER IRWD STANDARD SPECIFICATIONS. TRAFFIC SIGNAL CONDUIT AND LOOPS ARE SHOWN ON THE PLANS WHERE DETAIL PLANS ARE AVAILABLE. HOWEVER, THE PLANS DO NOT REFLECT ALL OF THE TRAFFIC SIGNAL CONDUITS AND LOOPS. THE CONTRACTOR SHALL FIELD VERIFY LOCATION OF ALL TRAFFIC SIGNAL LOOPS AND CONDUITS AND PROTECT IN PLACE OR REPLACE PER THE CITY OF NEWPORT BEACH CONSTRUCTION STANDARDS. REMOVE AND REPLACE EXIST. MEDIAN CURB, STAMPED CONCRETE AND ACCESS RAMP. @ INSTALL MANHOLE COUPLING AND GASKET (GPK MANHOLE ADAPTER OR APPROVED EQUAL) PER IRWD'S STD. DWG. S-5. C-3179 PER DE.TAIL EB4 @ INSTALL FILEXIGLASS OR REDWOOD (2"X6") STOP GATE PLANS PREPARED BY: JAMBOREE ROAD ~ fA'.4 @ PROTECT EXISTING LIFT STATION IN PLACE. ASL C It· E • 1-__ S_E_W_E_R_I_M_P_R_O_V_E_M_E_N_T __ -i~f" 1.31 REMOVE AND REPLACE EXISTING BLOCK WALL IN KIND. r· .. 'ct! OnSU Ing ng1neerSl----+--+-----------+---t _ I?\ I-jg\ REMOVE AND REPLACE EXISTING DRIVEWAY TO THE NEAREST TRANSVERSE 1 <": One Jenner Street, Suite 200 TRENCH SECTION REPAVING DETAIL E' 0 REMOVE AND REPLACE EXISTING RETAINING WALL IN KIND. \!.=/ SCORE MARK OR ADJUSTABLE CONTROL JOINT OR WEAKENED PLANE ' • ' ~ ® JOINT AND REPLACE DRIVEWAY IN CONFROMANCE WITH THE APPLICABLE '', ' Irvine, California 92618 AND CONNECTION DETAILS :;; REMOVE AND DISPOSE OF EXISTING TREES. PROVISIONS OF THE CITY. (949) 727-7o99 1---+--+-------------+--+-----r-------+------------,-------f~ DAlE ar APP'D DESIGNED MIii DRAWN T.113 CITY OF NEWPORT BEACH 8-15186-8 :g @o L------'~o REMOVE AND REPLACE CURB & GUTTER. ~ ~. ~·IE 1,.. , REVISIONS ~ •--1= PUBLIC WORKS DEPARlMENT SHEET 4 OF 10 ,. L _________________________________________________________________ -1.. ___ __:=. ___ ......1. ______________ .....J. _________________ ..1. ___ ......J1...-___ .,L_ ___________ .1.-____ __,z TI \;. z I 0 r D D C, C o D D U TI " 0 D 'l ~ E:j z o ~ z rn ~ . 0 2rl jj > < II 2 m \; r a TI z ~ 0 "'I\ -rv I C18 J w/ 1 SIGNALIZED INTERSECTION I I I I I I ! ! I I I I / I / I / I I I I I I I I I I I I I I I I IJ I I I I I I I I I I I I I I I I I I I I I I \ I I I I ', I I HOURS 9:00 A.M. lwoRK j c13 [I cooffll:~ II I I I I I I I I I I I I ',,.._ ____ ..------ , ,, 0 TO 4:30 P,U. C30~ 600' TAPER ---------------- ,·y ,l<:--/1// t>t"'/ ..,{:,\~ / <?)'ff-. C 13~ N> ·p1·-'{1!f / /, 4 / 4 ,/ C\8 ./ /.U , /;, / / ,If / .,, ~·/ / <~ / / / /' SIGNALJZEO INTERSECTION / / ,./ / ,, ~ "4 ,/ llooisLII SCALE: 1 • = 4o' JAMBORee RD ' \ \ \ ' I ~"~ "~~-\.~ -- "'"' """'""'" "'"' C-3179 PLANS PREPARED aY: Engineers ASL Consulting JAf,IBOREE t~£MENT SE:WER IMPR PLAN Jenner Street, Suite 200 9~n<J, Ca!lfom!a 92618 (949) 727-7099 .,..,, 00 ,,.. !WE 1/00 TRAFFIC CON.m&'..r, DR • JAMBOREE RD. & 8 6: al ........ j C1TV OF taiPORT BEA SHEET 5 Of 10 l PUBUC WORKS OEf'ARn!OO I[ I, 1(( 1! ~ I I! " ii SIGNALIZED INTERSECTION ~CJO v ' ~ ""' I "" ~ I i f / / I I i I i ! ! I I I I I I I I I """ CLOS<D I I I I I I I ! I I I I I I I I I I I \ I I \ I \ \ I I I I I A/ m 11 coofi&OOH II I I I I I I I I I 7 I cl I I I I I I I I I I WORK HOURS WORK HOURS 0•00P.M. 8:00 A.M. LANE CLOS<D TO 6,00 A:M. SUNDAY THRU THURSDAY • & SATURDAY TO 5:00 P.M. :,; '( N /"' / .,,..,,.,,,.,. --✓ ,,.,-- /' ~----✓-------,.,.~~ ..- _,, ✓------ / ~ C13 [I C®;OOH II S!GNALJZED INTERSECTION II cooftfxOOH II c~ -_____ .... __ ,,-,..... •, ·= ' <'!?'---------------------- ------------------__. -· 0 f?Z! SCALE: 1" "' 40' IIC(ffi~II --- 50 MPH ~ C-3179 PLANS PREPARED BY: JAMBORE,E ,ROAq ,. ASL Consulting Engineers f--+---+-----------1---' ~~i.4-., f------CS-=E"-'W'-=E"-R'--'l"'M-'--PR'-'-"-O_VE=cM""-E_NT_--1 One Jenner Street Su!le 200-TRAFFIC CONTROL PLAN- {~n9e) i2~~;i~9 92618 -~~-"'-+-__ -I_ -RE;~Y.-,.-,o-_ N-.-~q-fi_-,~~--/?-1'_1/_Ql!_'I? __ -S'.~+A!l--1-WE Al§ 14,199& JAM30REE RO. & ur.&VERSITY DR. MIE ll'I' lfP'O O£SKml llC Dl'!l.ll!I llC """"' CITY OF NEWPORT BEACH PU8UC WORKS DEPAA1MOO SHEU6 OF)O ( ERSECTION SIGNALIZED INT I ii>) I I MATCH LINE I I I I I I I I I I I I ,., TO 5.-00 A.M. WORK HOURS e,oo e.M. TO WORK HOURS _e,oo_A_.M_. ----5:00 P.M. [I CONS~OON I] Ay THRU THURSDAY SUND SATURDAY & J2 z 1, SCALE: l" = 40 C13,. -- [I CONS~TION I] LANs PREPARED BY: Eng-ineers e.ASLConsulting Suite 200 Jenner Street, 18 orie· Callfomlo 926 lr'l!n&), l2?~7099 (949 tl'.lt • Ill Ri'llSIOHS ¼ 5 ~ --- ZED INTERSECTION SIGNAL! C f. '1~ ~ \,I' . so MPH "®-- C-3179 JAMBOREE ROOVADEMENT . o RIMPR ~ SEWE CONTROL PLAN 1 TRAFFIC & """"'srrv DR. I JAM30REE RO, S,.6166-8 j OF NEWPORT BEACH SHEET 7 Of LO I CITY EPARTMENT _,,,.g_ •• -trul'Af IIC """' .. N'l"fl 1:1',TE 1/00 """"~ PIJBUC WORKS l i 11 I I WORK HOURS 8;00 AM, TO 4:00 P,M, 0 JAMBOREE RD ----------------------------- ----------.:;:.J------=-==~.=::~ Iii I ----_ C20(LT)P, 600' -·---·------------~~~Tl_)& 600' BOO' 600' TRANSmON 150' BUFFER ~C30 v R17 <e>C30 EASTBLUFF DR [I CONS~TION I] \ "'1, l· \ ,, ' I \ \ I I I \ \ \ I coos:UcooN I 0 " ~,-"" 40' UNIVERSITY DR C-3179 PLANS PREPARED BY: JAMBOREE ROAD ~ ASL Consul ting Engineers....-+--+--------+--'~· f---S:cE=,W"-'·-=E'-'R"'JM"'. '--P'--R'"'O~V~E'-M'--E_N~T"'-. --t~ .One Jenner Street, Suite 200 TRAFFIC CONTROL PLAN ;'.' Irvine, Californ!o 92618 f-'--1--+--------~+-'-lom Avt. 14, /9g.B JAYSOREE RD, & LNVERSITY DR. (949) 727-7099 J #'P'D DESMD IK: !lAAffll ~ """'" (HOOD W O,\lt 1/iG CiTV Of' !£WPOA'f BEACH PUBUC WORKS OEPARTMENf S-_15166-8 SHfff a ono < 1i i r I: "' ,, ' ~ [I CONS~!~ I) C30<8> [I CONS~CTION I] WORK HOURS WORK HOURS S!GNAIJZEO INTERSECTION 1' - [I CONS~TION I) a,oo P.M. 8:00 A.M. ~ - ~ ~ TO 6'00A.M. TO 5;00 P.M. SUNDAY THRU THURSDAY Lr'. SATURDAY C30<8> 1200' TAPER [I CONS~TION I] C30~ ~ "c1a~ UNIVERSITY DR ~&J~ L------rV,t,,-,+--_ ~~~~-~20(R t:l. ------~-~ .d/(r'> -;;,. PLANS PREPARED BY: JAMBOREE ROAD ,om """""""' ..,. C-J17ll ASL Consu I ting Engineers 1--+--+------~-+----l~~fu 1--------'Sc.cEW:..:..:..:E:c.R.:...lccM"--P-'--Rc.cO...cVc::EccMccE"-N'--'-T----li One Jenner Street, Suite 200 TRAFFIC CONTROL PLAN (1J1tg°) ~;~~;~~9 92618 if.. l?EV1/;iotvx?r<Yfog_JcqdU-R$ ". 1 4-tf tl\lt Av7 14, 199() JMIBOREE RD. & UtMRSITY_ DR. .......... 1Wll WtOWI HC DMIW HC RMSIOOS am;m ',ll [IIJ[ I/ill cn-v OF tEWFORT BEACH PUSUC WORKS OEPARll.!00 SHEET 9 OF 10 0 , EASTBLUFF DR & c~~~ \~\ \\ ~ \ \\ \ \ \ \\ \ \ ,,\ C1J \ Rl C13 ~ / ,3-, .,,_--_-_-_--__ -_-_------~-,s;:s;:-s:f=:sct--'1===.:;::====;,..::-+-1--sr~ Li: - ll ..e;:,~-----i\30\ -s;::---...._-R7 ---- C1B It 8" PIPE [I coos:UCTION I] SCALE: t" ~ SIGNALIZED INTERSECTION JAMBOREE RD 150' BUFFER --- I coNs:UCooN I WORK HOURS a,oo P. M. TO 5,00 A.M .. WORK HOURS. 800A.M. TO 5=00P,M. 1200' - SIGNALIZED INTERSECTION •• • SUNDAY THRU THURSDAY /}, SATURDAY CITY OF M!WPORT BEA.CH PIJBUC WORKS Off'MTMENT I l C-J179 SHEET 10 Of 10