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Home My WebLink AboutR_5697_SX Sheet No. INDEX OF SHEETS 2 3-8 9-10 I I -14 15-17 18-27 28-37 38-39 40-60 61-70 71 -73 74 75-101 102-104 I 05-1 I 0 I I I - I I 3 I 14-1 19 120-134 135-141 142-153 Tltle and Location Mop Construction Notes Typ.1 ca I Cross Sect 1 ons Standard Plans List Removal Plans Layouts Prof! les Construction Oeta!ls Contour Grading Ora I nage PI ans, Prof I I es, Deta I Is, and Ouantlt-Jes Sanitary Sewer Plans, Prof! les, and Oetal Is Utility Plans Water Plan Stage Construct I on, Tr-off 1 c Hand I r ng P ! ans Detour Plans Construction Area Signs Pavement Del lneation Plans Sfgn Plans, Detai Is, and Ouantltles Reta In Ing Wo I ! Pl ans and Oeta 1 ls Sound Wa I I P I ans and Deta 1 I s Highway Planting and Irrigation Plans, Detai Is and Quantities 154-164 Electrrcaf Plans 165-166 Revised Standard Plans 167 New Standard Plans STRUCTURE PLANS 168-184 Newport Channel Bridge (Widen), Br. No. 55-0035 185-202 SR-·55/SR-l Separation, Br. No. 55-0966. Begin Work St-a 217+80 BEGIN C0NSTRUCTI0 ST A 222+80 KP 32.08 EMERGENCY TELEPHONE NUMBERS UNDERGROUND SERVICE ALERT (800) SOUTHERN CALIFORNIA EDISON COMPANY (OISTRtBUT!ONl (7!4) SOUTHERN CALIFORNIA GAS COMPANY (714) PACIFIC BELL TELEPHONE COMPANY {714) CITY OF NEWPORT BEACH CUTILITIESl <7141 COUNTY SANITATION DISTRICT OF ORANGE COUNTY {714) COMCAST CABLEVISION (714) <"ORM OC-OE-93-PF CREV. 3/88) 442-4133 934-0845 634-3120 259-5704 644-3011 962-241 I 285-2056 \ STATE OF CALIFORNIA STPL-5151(OO7 > DEPARTMENT OF TRANSPORTATION PROJECT PLANS STATE FOR CONSTRUCTION HIGHWAY IN ORANGE COUNTY IN NEWPORT BEACH ON ROUTE 55 FROM HOSPITAL ROAD TO VIA LIDO AND ON ROUTE 1 FROM KP· 0.22 NORTH TO KP 0.15 SOUTH OF THE ROUTE 55/ 1 SEPARATION To be supp I emented by Standard P ! ans dated Ju J y, 1995 ON 01ST COUNTY ROUTE 12 Oro 55, I KILOMETER POST TOTAL PROJECT 0. 13/0. 97 31. 71/32.08 l1i/lnJrJv; IMTO SHEET NO. , TOTAL SHEETS eoa LOCATION MAP !\10£/ISIDE "31+82.449 KP o;,13 \ \ Be In work No Sta 26+82 <S'(o~ (' FOR REDUCED PLANS OR!G_INAL S'~~tL_.'~ 80 ~--.--~--~~-~~" . .! 0 20 40 60 S4t< Dm,o IIIPEl!l<i. T~ staffJ If Callf«n/Q « "s dflet1rs or O(}OOIS sm/1 nc:J b6 rwponslblo f« ftr, GCCIJ(QC'/ or CClnfJckmss cf 8/fJC/rOfl!o CC()(IJS d' tlis fian st«I. 55) UTE 1) BASIS OF BEARINGS/COORDINATES THE BEARHIGS SHOlrN HEREIN ARE EIASEO ON TNE BEARING BETWErn O.C.S. HOAIZONUL CONTROi.. STATION G,P.S. 628~ ANO G,P.S. 6266 BEINGS ~0•03•53• E PER RECOAO ON FILE IN TNE Ofr!CE Of ORANGE COUNTY SURVEYOR. COOROINATES SHOWN HEREIN ARE BASED 00 THE CAI.I FORNI A COORO!NATE SYSTEM 1963 CCCS83l. ZONE V!, NA083, {1991.35 EPOCH). ALL DISTANCES SHOWN I-IEREON ARE CRIO DISTANCES. TO OBTAIN GROOHO DISTANCES. OIVIOE GRID O!STAHCE BY COl,IIINEO FACTOR 0.999970(;7, BENCHMARK ORANGE COI.INTY B.M. IJ-52•73 ELEV•2. B◄O 1ft (9.316') YEAR ADJ• 1976 VERTICAL CONTROL Sl!Ofl'N HEREIN IS 8ASEO ON HORTH .AMERICAN GEOOETJC VERTIC~L DATUM 1929 INGV029>. ALL ELEVATIONS ARF. REFERENCED TO THE ABOVE BENC1t.1.,1~K, LOCATED IN THE SOUTHWESTERLY COONER OF A CATCH BASIN, 21,3 METERS SOUTH Of THE CENTERLINE Of" Tl!£ SOUTH90UIO LAMES Off PCH ANO 56.~ METERS EAST Of NEWf'CIRT 90ULEVARO S£P.l.f!AT!Off STRUCTURE, CITY CONTRACT NO, C-2886 CI TY DWG. NO. R-5697-S Dona Id Webb Oa-te Pub I I c works D 1 rec-tor City of Newport Beach ~ 4-15-97 ~ Da-te Reg I stered C 1 v 1 I Eng I neer S·l3·97 PI ans Approva I Date ,.,rlc I l'fJe, CI TY OF NEWPORT BEACH DWG. NO. R-5697-S CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92659 MOFFATT & NICHOL ENGINEERS 3720 SOUTH SUSAN STREET, SUITE 200 SANTA ANA, CA 92704 CITY Contract No. C-2886 1 EA 03890 I 0 z " :::, 0 z L,J 0 0 "" ., <( <El""\ s: a: " L,J 0. 0 0 w L,J >-"' "' <D > > 0 w L,J w 0: a: "' w > >-~ w <( 0: 0 ' >-<( 0 '>-0 <D >-w <D r o 0 <(W JZ w :, " "' u-u _J"' w <(W I uo u I~ ,I ,: 0: ,: "' "' > 0 >- z " " " iii , "' 0 its >--< >-0: 0 ' a.. V, z -< 0: >-.... 0 >-z '-" "" >-0: -< a.. '-" C -< z 0: 0 '": i ' .... ' 0 '-" >--< >-V, t -- GRADING AND REMOVAL 0-PROTECT IN PLACE. 0-TO BE REMOVED BY OTHERS. 0-REMOVE CONCRETE 5 I DEWALK. 0-REMOVE CONCRETE DRIVEWAY. 0-REMOVE CONCRETE CURB. ©-REMOVE CONCRETE CURB ANO GUTTER. 0-REMOVE RAISED TRAFFIC ISLAND. 0-REMOVE BASE ANO SURF AC I NG. 0-REMOVE MBGR. @-TOBE RELOCATED BY OTHERS. @-REMOVE CONCRETE STAIRWAY. @-REMOVE TIMBER RETAINING WALL. @-IMPORTED BORROW LAYOUT AND CONSTRUCTION DETAILS ®--COLO PLANE AC PAVEMENT 175 mnl. ~ CONST 165 mn ACITYPE Bl ~ OVER 300 mn C 12 AB. (:;;\_ CONST '-c:J OVER OVER 230 mn PCC 105 ITTTI ATPB 120 mn C 12 AB. Q_ CONST 150 mn ACITYPE Bl ~ OVER 285 mn C 12 AB. r:;;-,,_ COLD PLANE AC PAVEMENT 150 mnl AND ~ CONST VAR THICKNESS AC OVERLAY TO GRADE. r:;;;,__ COLO PLANE ·Ac PAVEMENT II 10 mnl ANO ~ CONST I IO mn AC OVERLAY. @-CONST FULL DEPTH AC I 150 mnl. (:;;;\_ CONST CONCRETE CURB, TYPE Al-200 ~ PER CALTRANS STD PLAN A87. (:;;;\_ CONST CONCRETE CURB, TYPE A2-200 ~ PER CALTRANS STD PLAN A87. Q_ CONST CONCRETE CURB, TYPE B2 ~ PER CALTRANS STD PLAN A87. ·0-CONST CONCRETE CURB, TYPE B2M \::J PER DETAIL ON SHT C-6. ~ CONST CONCRETE CURB, TYPE B3 ~ PER CALTRANS STD PLAN A87. Q_ CONST ROLLED CURB ~ PER DETAIL ON SHT C-7. ~ CONST 100 mn CONCRETE SIDEWALK lc::J PER DETAIL ON SHT C-6. Q CONST 150 mn CONCRETE SIDEWALK ~ PER DETAIL ON SHT C-6 . Q CONST STAMPED COLORED CONCRETE ~ PER DETAIL ON SHT C-6. LAYOUT AND CONSTRUCTION DETAILS <CONTI Q_ CONST CURB RAMP, CASE 0 V PER DETAIL ON SHT NSP A88. r;;;-,_ CONST CONCRETE DRIVEWAY, TYPE I I I ~ PER DETAIL ON SHT C-6. Q_ CONST CONCRETE ALLEY ~ PER DETAIL ON SHT C-10. Q__ CONST PARKING LOT ~ PER DETAIL ON SHT C-9. Q_ CONST TRUCK PULLOUT ~ PER DETAIL ON SHT C-7. Q_ CONST MEDIAN LANDSCAPE OPENINGS ~ ANO DRAINAGE PER DETAIL ON SHT C-8. @-CONST ROCK SLOPE PROTECTION. r;:;-,,_ CONST WELDED STEEL PIPE CONDUIT ~ CROSSOVER PER CALTRANS STD PLAN HS. (;;\_ CONST EDGE DRAIN, TYPE 6 ~ PER CAL TRANS STD PLAN 099A. ~ COLD PLANE AC PAVEMENT 150 mnl ~ AND CONST 50 mm AC OVERLAY. DRAINAGE ®-ABANDON CULVERT. @-REMOVE CULVERT. ®-REMOVE INLET. @-REMOVE CONCRETE IMISCI @-CAP INLET PER DETAIL ON SHT 0-13. 61 FURN I SH ANO INST ALL 450 mn RCP. ~ CONST CONCRETE V-OITCH PER DETAIL ~ ON SHT D-16A 63 CONST DRAINAGE INLET, TYPE OS PER CALTRANS STD PLAN 072. ~ CONST DRAINAGE INLET, TYPE OL ~ PER CALTRANS STD PLAN 072. r;;;:,.__ CONST DRAINAGE INLET, TYPE GO ~ PER CALTRANS STD PLAN 074B. Q_ CONST DRAINAGE INLET, TYPE GOL l::Y PER CALTRANS STD PLAN 072. Q_ CONST DRAINAGE INLET, TYPE GI l;'f PER CALTRANS STD PLAN 073. r;;;;,.,_ CONST MANHOLE PER DETAIL ON l::Y SHT 0-9 AND 0-10. Q_ CONST GUTTER DEPRESSION ~ PER CAL TRANS STD PLAN 078. ('.;;:;-.___ CONST CONCRETE APRON ~--PER DETAIL ON SHT 0-11. ~ CONST CONCRETE COLLAR ~ PER DETAIL ON SHT 0-14. r:;;;,,__ CONST PIPE SLOPE ANCHORS ~ PER DETAIL ON SHT 0-14. Q_ CONST CONNECTION ASSEMBLY ~ PER DETAIL ON SHT 0-12. (';;;\ CONST PIPE CULVERT HEADWALL \!J PER CALTRANS STD PLAN 089. r;;\_' CONST CONCRETED ROCK SLOPE PROTECTION ~ PER DETAIL ON SHT 0-13. 76 ENCASE PIPE CULVERT WITH CONCRETE PER DETAIL ON SHT 0-13. ~-CONST 4.8 m x 1.5 m DLB RCB CULVERT ~ IMAX EARTH COVER 6 ml PER CALTRANS STD PLAN 0-81. ~ CONST TRANSITION STRUCTURE ~ PER APWA-SCC STD PLAN 343-1. FOR REDUCED PLANS 0 20 SANITARY SEWER r;;;:,__ DESIGN, SUBMIT ANO INSTALL SEWER ~ BYPASS FOR CONSTRUCTION OF FORCE MAIN SEWER. foe\ FURNISH ANO INSTALL 305 mm 112'1 CLASS \:'_y-53 LINED AND COATED DIP CONNECTION TO EXISTING FORCE MAIN PER DETAIL ON SHT SS-3. (;::;\__ FURN I SH ANO INSTALL 610 mm 124' I CLASS V 53 LINED AND COATED DIP FORCE MAIN. @-FURNISH AND INSTALL 508 mn 120'1 OD LINED AND COATED WELDED STEEL PIPE FORCE MA IN. fo<l_ FURNISH AND INSTALL 690 mn 127"1 00 '-::Y WELDED STEEL CASING. Qc_ FURNISH ANO INSTALL 610 mn 124') CLASS ~ 53 LINED ANO COATED DIP CONNECTION TO EXISTING FORCE MAIN PER DETAIL ON SHT SS-6. ~ CONST CONCRETE THRUST BLOCK l::Y PER DETAIL ON SHT SS-6. @-MODIFY EXISTING 610 mm 124' I SEWER FORCE MAIN JUNCTION AND APPURTENANCES PER DETAIL ON SHT SS-7. CL REMOVE INTERFERING PORTIONS OF ~ ABANDONED 305 mm 112'1 DIP FORCE MAIN. CL DESIGN, SUBMIT AND INSTALL SEWER p-~i~ECESSARY FOR CONSTRUCTION ~SANITARY SEWER. e= PLUG ANO ABANDON EXIST SEWER. @-REMOVE EXIST SEWER MANHOLE. Q_ MODIFY EXISTING MANHOLE BASE PER '-':J DETAIL ON SHT SS-9 OR SS-10. r;;:,_ FURNISH AND INSTALL 610 mm 124"1 VCP \:_J SEWER. @-CONST MANHOLE PER CSOOC STD OWG 5-050. ~ ENCASE SEWER PIPE PER CSDOC STD DWG \:_J 5-100. @= RECONSTRUCT 915 mm 136' I DIP FORCE MA IN. ®-FURNISH ANO INSTALL 610 mm 124' I CLASS 53 LI NED AND COATED O IP EIIGASEB MIS RE I tJF0RGEB PER GSB0G 5TB Bl\'6 5 t 00. ~ REPLACE PAVEMENT SECTtON PER Ct TY ~ STD PLAN STO-t05-L. Co\ ADJUST SEWER MANHOLE TO GRADE PER ~ CSOOC STD OWG SS-055. @-TRENCH ANO SHORE AS NECESSARY FOR CONSTRUCTION OF SANITARY SEWER. WATER ~ ADJUST WATER MANHOLE OR VAULT ~ COVER TO GRADE. ~ FURNISH ANO INSTALL WATER SERVICE 2'. '('.;, 150 mml PER CITY STD PLAN STD-503-L. @-ENCASE WATER LINE PER CSOOC STD OWG S-100. STAGE CONSTRUCTION Q_ REMOVE TRAFFIC STRIPE ANO ~ PAVEMENT MARKER. @-REMOVE PAVEMENT MARKING. @-PAINT TEMPORARY PAVEMENT MARKING. DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT NO. SHEETS r,,plrlc 12 0. 13/0. 97 2.. "O.'" 31. 71/32.08 "-,,_ I ~"t 5-13-97 PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 MOFFA TT & NICHOL ENGINEERS 3720 SOUTH SUSAN STREET, SUITE 200 SANTA ANA,CA 92704 Tm Statr, rf C6lfforria or Ifs rffloers or a(Jl!Jds slrI/1 rdba 1'8S{n)Slbl8 for tl9 IDU'Gq' or ctJtrf]lthnt:,.,;s rf el«;frodc corl&& rf flit; plan sl't#. STAGE CONSTRUCTION (CONTI e-PAINT TEMPORARY PAVEMENT STRIPE. /iA2,_ FURNISH ANO INSTALL CHANNELIZER ~ (SURFACE MOUNTED!. c;:;:.,,__ FURNISH ANO INSTALL TEMPORARY ~ RAILING !TYPE Kl. Q_ FURNISH AND INSTALL TEMPORARY v::_:,;-CRASH CUSHION MODULE. @-CONST TEMPORARY PAVEMENT SECTION. @-FURN I SH AND INSTALL TYPE I I I BARR I CADE. PAVEMENT DELINEATION ~-FURNISH AND INSTALL THERMOPLASTIC ~ TRAFFIC STRIPE AND/OR PAVEMENT MARKER. ~ FURNISH ANO INSTALL THERMOPLASTIC ~ PAVEMENT MARKING. @-FURNISH AND INSTALL PAINTED TRAFFIC STRIPE 12-COATI ANO/OR PAVEMENT MARKER. ~ FURNISH AND INSTALL OELINEATOR ~ !CLASS II. RETAINING WALL AND SOUND WALL 0--CONST RETAINING WALL NO.SA. 0-CONST RETAINING WALL NO.SB. 0-CONST RETAINING WALL N0.33A. @-CONST RETAINING WALL N0.33B. 0-CONST RETAINING WALL N0.36A. @-CONST RETAINING WALL NO. 36B. 0-CONST RETAINING WALL NO. 37. 0-CONST RETAINING WALL NO. 38. 0-CONST SOUND WALL 33A. 0-CONST SOUND WALL 33B. ®-CONST SOUND WALL 33C. @--CONST CONCRETE STAIRWAY, LOCATION 0--CONST CONCRETE STAIRWAY, LOCATION @-CONST RETAINING WALL N0.40. I. 2. CONSTRUCTION NOTES CN-1 40 60 80 CITY CONTRACT NO. CI TY DWG. NO. I ., .{ y 0 z "' ::, 0 z w 0 0 ~~ ; "" "' "' w a. D 0 w w >-V, V, m > > D w w w 0: "' V, w > t--<8 w "" 0: D X w t--"" D '>->-om w m t--O D <rW _JZ w ::,o "' u-u _J"' w <{W I uo u >-. ,: '' ' r 0: r w V, > 0 >-z "' ~ :::, Cl) , w C i!5 !« ,_ a: X ~ :ii a: ,_ Is ,_ z: ~ a: ... ... uJ 0 ... z: a: 0 ... \ I I ) ' .... X 0 uJ !« ,_ "' t ; ....... ·-,_ CONSTRUCTION NOTES NOTES• 0--REMOVE CONCRETE SIDEWALK. I. DIMENSIONS OF THE STRUCTURAL SECTIONS ARE SUBJECT TO TOLERANCES SPECIFIED IN THE STANDARD SPECIFICATIONS. 0-REMOVE CONCRETE CURB. 2. SUPERELEVATION AS SHOWN OR AS DIRECTED BY THE ENGINEER. 0-REMOVE CONCRETE CURB AND GUTTER. 0-REMOVE RAISED TRAFFIC ISLAND. 3. FOR CURB ALIGNMENT, SEE CONSTRUCTION DETAIL SHEETS. R/W VAR 0.635 34 29 ------2¼ ~- R/W I I. 57 & VAR 0.635 3. 25 & VAR 34 29 3 @-IMPORTED BORROW. @-CONST 165 nm AC CTYPE OVER 300 nm Cl2 AB. @-CONST 230 nm PCC OVER 105 nm ATPB OVER 120 nm Cl2 AB. "A" LINE l. 16.250, 16.650 & VAR 8.21 & VAR 0. 79 & VAR 3 -~-E~~S~ 100 nm AC 305 nm AB 7 5 CTYPl JOIN NEWPORT BLVD 'A' 32+76. 658 TO 'A" 33+27. I 80 16.650 13.4 & VAR ill ~-- "A" LINE l. 2. 55 I. 2 v AR -----.._ ~ -------------------- --~--------------~iiis~ !~ 7 NEWPORT BLVD 'A' 31+90,959 TO 'A" 32+76.658 I. 3 EXIST 5 CTYPl Bl 0.9 3.6 0.33 3. 6 I. 68 R/W I "W2''l. LINE I. 80 I. 80 11 11 11 11 I e-----I (;';;\_ CONST 150 nm AC <TYPE Bl l;:y OVER 285 nm Cl2 AB. r:;;;-.,_ CONST CONCRETE CURB, TYPE Al-200 V PER CALTRANS STD PLAN A87. r:;;:;:.,_ CONST CONCRETE CURB, TYPE A2-200 ~ PER CAL TRANS STD PLAN A87. Q__ CONST CONCRETE CURB, TYPE B3 ~·· PER CALTRANS STD PLAN A87. (;;;\ CONST 100 nm CONCRETE SIDEWALK ~ PER DETAIL ON SHT C-6. r;;;-, CONST STAMPED COLORED CONCRETE ~ PER DETAIL ON SHT C-6. .. ,,.,c I l"t DIST COUNTY ROUTE 12 Ora 55, I 5-13-97 PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH,CA 92658 KILOMETER POST SHEET TOTAL TOTAL PROJECT NO. SHEETS 0. 13/0. 97 ~ 202. 31, 71 /32. 08 v MOFFA TT &. NICHOL ENGINEERS 3720 SOUTH SUSAN STREET, SUITE 200 SANT A ANA, CA 92704 Th, st,m, rf Cdlfct7io fif" "s rfflan ar {1tJOfts s"1/I nd be r«sponslb/6 far ttr, aoo,raq, ar ~s rf tJl«traric Cfll(os d tits plan smot. Q CONSTRUCT EDGE DRAIN, TYPE 6 r"-;<:::_:r~--'P"E°'R:.--"C,A:;=L.:..TR;.cAc.:N_;:S:__;SccT::,D_P:..;Lc:A;:.N:__;:D.::.9.:_9A;:.:.__,_~-~ffi @-COLD PLANE AC PAVEMENT (50 nml AND CONST 50 ITTTI AC OVERLAY. 13.80 , I I I I I / - 8.534 "AM" LI NE l. 2.45 "A' LINE l. VAR O. 79, 2. 45 & VAR 10.20, 13.8 & VAR 8.534 NEWPORT BLVD 'AM" 34+07. 970 TO 'AM' 34+63. 554 LEGEND -AC CTYPE Bl ~ PCC j j ATPB -Cl2 AB 3.6 0.9 TYPICAL CROSS SECTIONS 'A' 33+95.613 TO "AM' 34+16.054 NO SCALE FOR REDUCED PLANS 0 20 40 60 ·,.,_,..,._, __ 80 ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN. CITY CONTRACT NO. CI TY DWG. NO. X-1 f'I I I ?'J/"10 ' 0 z :::; ::, 0 0.9 3.6 z w 2. 4 0 0 ~~ ~ -< I. 2 "' " w a. D 0 34 w w --~ >-V) V) ' '" 1,2 .......... > > I D w w /:'Ct o ' ....... , w ll'. "' ''<'-' V) f/ 31!-, w 2¼ > f-<8 w -< ll'. D X f--< D ,,_ >-DCll w a, f-0 D <{W .-,z w ::J<, "' u-u --' V) w -<W I uo u f-,: \ ' ' r ll'. r "' V) > 0 >-z :::; ~ :::; ~ , "' C ill 0.9 3.6 z: 5:! ,_ ""' ,_ X ~ <n ::'i cc ,_ 15 !.: I:! cc ""' c.. .... Q ""' z: ~ ' i l. X ls .... ,_ ""' ,_ <n dP -, .. ,.,,·.,. -- 13.8 12.6 'AM' LI NE 2.45 i 'A' LI NE i VAR 2.45 NEWPORT BL VD 'AM' 36+45.000 TO 'AM" 37+00.962 "A' 37+00. 752 TO 'A' 37+40.000 'AM' LI NE i 'A' LI NE i VAR 10.2 2.45 2.45 13.8 VAR 13.8 EXIST ES 2. 4 10,8 & VA 8.4 & VAR EXIST EXIST 30 PG 2¼ & VAR --2¼ & VAR NEWPORT BL VD 'A' 35+49.258 TO 'A' 36+45.000 FOR REDUCED PLANS 0 20 40 60 ~-·-·"·· --.. ~ .. , ,. ···-~---' ' ' VAR 80 ' ... frfc I ~"'t 2. 4 I. 2¼ 5-13-97 PLANS APPROVAL DA TE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH,CA 92658 KILOMETER POST TOTAL PROJECT 0. 13/0. 97 31. 71 /32. 08 MOFFA TT & NICHOL ENGINEERS 3720 SOUTH SUSAN STREET, SUITE 200 SANT A ANA, CA 92704 SHEET TOTAL NO. SHEETS 4 21)2. T/rJ Strm tf Cdffomla « 14 dflcers or a,pts 6/rJ/I Id b8 f'MIJ(){ISlt:Jle for tfrJ IDL'nq' er ~ rf t!lt!drodc CCfies d ms ,:ian stmt. RETAINING WALL N0.38 2. 4 RETAINING WALL N0.368 ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN. CITY CONTRACT NO. ,.._,.,o,;,c C I TY DWG. NO. n r-,-,-,,7 ,:-, CONSTRUCTION NOTES 0-REMOVE BASE AND SURFACING. @--IMPORTED BORROW. Q CONST 165 rrm AC !TYPE Bl '{:Y OVER 300 rrm Cl2 AB. Q COLD PLANE AC PAYMENT (50 rrml AND ~ CONST VAR THICKNESS AC OVERLAY TO GRADE. Q COLD PLANE AC PAVEMENT (I 10 rrml ~ CONST I 10 rrm AC OVERLAY. ®-CONST FULL DEPTH AC ( 150 ITTTII. Q__ CONST CONCRETE CURB, TYPE B2 ~ PER CALTRANS STD PLAN A87. ~ CONST CONCRETE CURB, TYPE 82M ~ PER DETAIL ON SHT C-6. Q__ CONST 100 rrm CONCRETE SIDEWALK ~ PER DETAIL ON SHT C-6. ('.;",;\_ CONST STAMPED COLORED CONCRETE ~ PER DETAIL ON SHT C-6. TYPICAL CROSS SECTIONS NO SCALE X-2 rl I I ??11A 0 z :,; ' I' 2 ::, ' ,:L4 Tri% 0 z ' "' ef,, 0 0 ,i !;: .. <EH :a a: " "' 0.. 0 0 w "' >-"' 1/) al > > 0 w "' w er a: "' w > .... ~ w .. cr 0 X .... .. 0 '>->-Oal w a, ,-o 0 «w _J z w ' I' 2 :J<? "' ' 'L4 TTOR u-u _J"' w ', £R «w I ' uo u ef,, I-I ' :,: d. :,: w 1/) > 0 >- z J " iii -, w 0 z ~ ,-. ... ,-. "' X ~ V> z ... "' ,-. .... 0 ,-. z Lu i! "' ... a. Lu 0 ... z "' 0 .... ~ ! I ~ X 0 Lu ,-. ... ,-. "' • , ..... ,·. __ JOIN 3.6 16.54 16.4. 18.25 I VAR 13. 8 2. 74 .45 13. 2. 4 I. 5 2.4 2.4 14. 14 I VAR I VAR 34 ',I 26 /lJ6 , JOIN JOIN 'A' 39+35.000 RT TO , ~ 'A" 39+83. 490 RT !'='~~¼~=~====--::-=':-~-~-=-=-=-=--==1=" --------;':..I--d::il:==1-=_er,~~ ~~~~=~~===--------~ c _______ --=====---------1 ----~!f~~ 3. 6 2. 4 2. 4 I VAR ~ T~6s;;,,, Ac / ---- 220 mn CTB 164 mn SUBBASE NEWPORT BLVD "A' 38•54.253 LT TO 'A' 39•93.790 LT 'A' 38+45.800 RT TO 'A" 39+35.000 RT 16.54 13. 8 14. 14 26 JOIN • A' LI NE i 2.73 2. 45 I VAR 13.8 VAR 26 32 36 32 'O' LINE i 2. 84 .. Irle I ~"t RETAINING WALL N0.40 ill 9. I 4 DIST COUNTY 12 Ora ROUTE 55, I KILOMETER POST TOTAL PROJECT 0. I 3/0. 97 3 I. 7 I /32. 08 4-15 ENGi NEER 5-13-97 PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH,CA 92656 MOFFA TT & NICHOL ENGINEERS 3720 SOUTH SUSAN STREET, SUITE 200 SANTA ANA,CA 92704 SHEET TOTAL NO. SHEETS 5 202 T/-tJ stalB rf Cdffomta or Its dflcers or agtJ('ls $lr/ll rd bl, n,spons/b/tJ for ttr, ~ or ~s rf (l«frodc ~es af ftis plan sh/Jet, ----wtt;fu-~~~~~~-fl"-~,~-11-•;=====---===-----------;-- CONSTRUCTION NOTES NEWPORT BL VD 'A' 38+07.00 TO "A' 38+54.253 LT 'A' 38+45.800 RT 0-REMOVE CONCRETE CURB AND GUTTER. 0-REMOVE RAISED TRAFFIC ISLAND. ~-ffi_l_ 0---REMOVE BASE AND SURFACING. i----~3,,..c-6,____---1-~--------'l ,-_3.__. 8"-----------~+.,,_,_.;½~--'2'-'._4ec5'--l-~--------'l-"3-'-. ,,_8 _______ ~-J----'2'-'._4'--+1--"I .'-'5'°--1-- 2. 4 I. 2, 2.4 I VAR EXIST I 5. 09 I 4. I 4 I VAR l<--------V-"A".'R_,___ _____ E+S~--'V-"A"'R~~ 2. 4 NEWPORT BLVD 'A' 37+40.000 TO 'A' 38+07.000 FOR REDUCED PLANS 0 20 <O 80 @-IMPORTED BORROW. ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN. CITY CONTRACT NO. CI TY OWG. NO. ~-CONST CONCRETE CURB, TYPE A2-200 ~ PER CALTRANS STD PLAN A87. ~ CONST CONCRETE CURB, TYPE B2 ~ PER CALTRANS STD PLAN A87. ~ CONST CONCRETE CURB, TYPE B2M V.:.., PER DETAIL ON SHT C-6. (;;;\ CONST CONCRETE CURB, TYPE B3 ~ PER CALTRANS STD PLAN A87. C>, CONST 100 rrm CONCRETE SIDEWALK <;::;_r PER DETAIL ON SHT C-6 . Q,___ CONST STAMPED COLORED CONCRETE ~ PER DETAIL ON SHT C-6. TYPICAL CROSS SECTIONS NO SCALE X-3 rr ! 1 ??liP ~~ !i: ::; s. 0 w >-"' V, > 0 w w a: V, w > t-w <( a: 0 ' w t-<( 0 '>->-orn w "' t-0 0 <(W -'z w :, C> " u-u _JV, w <(W I uo u ';: J) :i: 0: :c "' V) > 0 >-z ~ ~ Ill --, "' C z 0 I-.. I-"' ' ~ V') z .. "' I- t!; I-:z '-" i:!! "' .. 0.. '-" 0 .. :z "' 0 ..... ~ I I ' ..... ' 0 '-" I-.. I-V') It -- 0 z :,; ::, C z Lu C C « "' Lu Q_ C Lu V) > Lu "' 0.9 0.9 3. 6 3. 6 34 3 17.4 9, 45 & VAR 3 17,4 2.4 ------ 'CCM' LINE (t 0.350 & VAR 32 ----- I. 500 2.079 & VAR 32 ------------------- 6 5 PACIFIC COAST HIGHWAY 'CCM' 225•42.852 TO 'CCM" 226•11.391 LT TO 'CCM' 226•46.658 RT 'CST' LINE 'CCM' LI NE (t I. 5 I, 5 & VAR 9.45 & VAR EX I ST VAR EXIST o. 6 I I I I o. 6 PACIFIC COAST HIGHWAY "CST' 26•00. 000 TO 'CST' 26•25. 600 "CCM' 224•74.400 TO 'CCM' 225•42.852 28 'CST' LINE (t I, 5 I. 5 VAR EXIST VAR EXIST 29 o. 6 I I I I o. 6 21 PACIFIC COAST HIGHWAY 'CST' 25•20.000 TO 'CST' 26•00.000 FOR REDUCED PLANS n1=11r.1NAI ,:;;r~I JC I~/ !All I l~IJCTJ:-P<:; & 0 I 5 17.4 17. 4 VAR 20 I 6 25 <O I 9.45 & VAR & VAR 60 I VAR 80 I 29 3.6 0.9 ---- 3.6 0. 9 I. 8 ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN. ... Irle I ~"t 5-13-97 PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH,CA 92658 KILOMETER POST TOTAL PROJECT 0. I 3/0. 97 31. 71 /32. 08 MOFFA TT S.. NICHOL ENGINEERS 3720 SOUTH SUSAN STREET, SUITE 200 SANTA ANA,CA 92704 SHEET TOTAL NO. SHEETS b 2.02. Tti, Stale rf Cdffcmla or Its ~fl08fs ex-agerts smll rd btt r«5p(JIISll:JtJ for ttr, ocwrr,q CT conr,1"""'6.ss If tJ/edrodc cap/es rf /tis p/Qll s/J!Ji!Jt. CONSTRUCTION NOTES 0-REMOVE CONCRETE SIDEWALK. 0-REMOVE CONCRETE CURB. 0-REMOVE CONCRETE CURB AND GUTTER. @--COLD PLANE AC PAVEMENT (75 rrml. ~ CONST I 65 rrm AC {TYPE Bl ~ OVER 300 rrm Cl2 AB. G\__ COLD PLANE AC PAVMENT (50 rrml AND ~ CONST VAR THICKNESS AC OVERLAY TO GRADE. @-CONST FULL DEPTH AC { 150 mml. Q CONST CONCRETE CURB, TYPE A 1-200 ~ PER CALTRANS STD PLAN A87. (;";;\_ CONST CONCRETE CURB, TYPE A2-200 ~ PER CALTRANS STD PLAN A87. @--CONST CONCRETE CURB, TYPE B3 PER CALTRANS STD PLAN A87. (;;;\__ CONST 100 mn CONCRETE SIDEWALK \:::Y PER DETAIL ON SHT C-6. CL CONST STAMPED COLORED CONCRETE ~ PER DETAIL ON SHT C-6 . @-COLD PLANE AC PAVEMENT (50 rrml CONST 50 mn AC OVERLAY. AND TYPICAL CROSS SECTIONS NO SCALE X-4 CITY CONTRACT NO. r-?AAf:. CI TY OWG. NO. CIJ I ??OR Fh 038901 P-<:;~Q7-C:: 0 z ::; ::, 0 z l,J 0 0 "' "' ·~H ~ "' "' ;;, l,J a. 0 0 w l,J >-U) V> 0) > > 0 w l,J w 0: "' U) w > f-~ w <( 0: 0 X w f-<( 0 '>->-00) w al f-0 0 <tW JZ w ::, '-' ,,_ u-u _JU) w <(W I uo u ': \,i :z: a: I "' V> > 0 >-z :,e " :,e U) --, "' 0 z: 0 !;; .... "' X ~ :!'i "' .... ~ !i:: ~ "' ... c.. '-" C ... z: "' 0 ... 1 I _; X ·~ '-" .... ... .... V) • ~·~ "O' LI NE 4, 7 1 r-4 & OLD NEWPORT BOULEVARD STA ·o· 12+15.000 TO ·o· 12+83.135 "O' LINE VAR ..._ _ _, 1 ... 1~._.7__,,&~ VAR 4. 7 1 r-4 & RETAINING WALL N0.38 29 JOIN EXIST /CONCRETE 24 I I ----4 0.9 ~Cl.t========⇒ OLD NEWPORT BOULEVARD STA ·o· I 1+04.802 TO ·o· 12+15.000 3.6 4, 7 & VAR I. 7 3. 0 , & VAR l "O' VAR ~ ~ ; ,,,, a,s, 35"1./ CONCRflE I -=::-cf E -------⇒ ----~---------- OLD NEWPORT BOULEVARD STA "O" I 0• I I, 675 TO 'O' 11 +04. 802 3.6 6. 0 'Bl' LI NE i 0.6 "B1" LINE 4. 2 'Bl' 4+57.470 TO 'Bl' 6+60.573 7.8 FOR REDUCED PLANS 'B2' LI NE i 0. 6 6. 0 8. 0 & VAR 28 I, 2 OR h OR "B2" 6+80.000 TO 'B2' 7+56.589 'B2' LI NE i 0.6 8.0 28 9.45 EXIST VAR ~ "B2" LINE "82' 6+39. 719 TO "B2' 6+80.000 "82' LI NE i 0. 6 0. 6 8. 0 & VAR "B2" LINE "82' 5+68.821 TO '82' 6+39.719 0.9 0.9 3.6 0.9 34 5"1. ---- .. ,,.,c I ~Tt DIST COUNTY ROUTE 12 Ora 55, I RE 5-13-97 PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH.CA 92658 KILOMETER POST SHEET TOTAL TOTAL PROJECT NO. SHEETS o. I 3/0. 97 7 ~N· 3 I. 71 /32, 08 <-V"- MOFFA TT &.. NICHOL ENGINEERS 3720 SOUTH SUSAN STREET, SUITE 200 SANTA ANA,CA 92704 T/tJ stale tf Cdlfrxrio or "s rff1QIJT$ ar Ofl(lf'h /J/ul/ rd blJ ffl5(XJIISIIJ& far ttr, aa:vn,q- or ~ tf doctronlc oepfrJS rx rtis plan slmt. CONSTRUCTION NOTES 0-REMOVE CONCRETE CURB AND GUTTER. @-IMPORTED BORROW. r,;>,__ CONST 150 rrm AC(TYPE 8) ~ OVER 285 rrm C 12 AB. @-COLD PLANE AC PAVMENT (50 rrm) AND CONST VAR THICKNESS AC OVERLAY TO GRADE. @-CONST FULL DEPTH AC ( 150 rrm). Q._ CONST CONCRETE CURB, TYPE Al-200 ~ PER CALTRANS STD PLAN A87, ~ CONST CONCRETE CURB, TYPE A2-200 '-:::,/ ••• PER CALTRANS STD PLAN A87, ~ CONST 100 rrm CONCRETE SIDEWALK ~ PER DETAIL ON SHT C-6. @-CONST 150 rrm CONCRETE SIDEWALK PER DETAIL ON SHT C-6. TYPICAL CROSS SECTIONS NO SCALE ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN. X-5 0 ' 20 ' ,o 60 ' ' 80 ' CITY CONTRACT NO. 1"'-?00C CITY OWG. NO. f')_CC<'.'1"1-C" r11 I ??OR rt-. O~R901 0 >-m w V) 0 > w w a: V) w > I-w ., a: 0 w I-., 0 '->->-om w m 1-0 0 <:W -'z w ::,0 "' u-u _j V) w <:W :c uo u ';: ; ) . :c ·/111 IC :c .. IJl > 0 ,_ z ::e ~ ::e Ul .., .. 0 ~ I--... I--"' 0 ' 0.. l2 ~ ::!; I--z ~ "' ... 0.. .., C ... ~ ~ ' I ) j ,'i.,... 0 .., I--~ V, t ~- • DI • L I NE • D2 • L I NE i i 0.6 6.0 8.0 & VAR I. 8 o. 6 EXIST =====1::::1 ======:::i 2.4 EXIST 28 6 "D2" LINE 'D2' 5•40. 755 TO 'D2' 6+43. 060 28 6 • 01 • LI NE i 4.87 =----L~--0 JI L-=====---:_, ~ EXIST 150 rrm AC 76 rrm AB 244 rrm AS "D1" LINE 'DI' 4+01.500 TO 'DI' 4•17.364 0.9 0.9 28 0.9 28 "E" LINE 1.l'· 6.0 0.9 3.88 29 "E" LINE "E' 5•75.000 TO 'E' 6+21.000 "E" LINE I. i 6.0 3.88 "E" LINE 0.9 29 'E' 5•36.219 TO 'E" 5+75.000 'E' LI NE i 6.0 R/W VAR , .,,-EX I ST rf SOUNDWALL I I I I 34 JOIN "E" LINE 'E' 4•73.728 TO 'E' 5•36.219 FOR REDUCED PLANS r,Olf'1Mh1 ,::..-,o I:" ,_, "", .,, .. _,.,:-r,-,. 0 I 20 I 40 I 60 I 80 I .. ,,.,c I ~Tt DIST COUNTY ROUTE 55. I PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH,CA 92658 MOFFA TT & NICHOL ENGINEERS 3720 SOUTH SUSAN STREET, SUITE 200 SANTA ANA,CA 92704 Tm Strn <f Callforrto or Its d'flotJrts or O(JIJlh #r1II nctbtl r«,poMlbl, for lfr, oca.nq or ~ t1' e/edrorlr; CO(if/18 <f ffi6 plan 61r!ti. CONSTRUCTION NOTES 0--REMOVE CONCRETE SIDEWALK. 0-REMOVE CONCRETE CURB AND GUTTER. @--IMPORTED BORROW. r:;:;-.,__ CONST ~ OVER OVER fo7.\_ CONST ~ OVER 230 rrm PCC 105 rrm ATPB 120 rrm C 12 AB. 150 rrm AC(TYPE Bl 285 rrm C 12 AB. ~·CONST CONCRETE CURB, TYPE Al-200 ~ PER CALTRANS STD PLAN A87. r,;;;-... CONST CONCRETE CURB, TYPE A2-200 ~ PER CALTRANS STD PLAN A87. ~ CONST 100 rrm CONCRETE SIDEWALK <.;:::_r PER DETAIL ON SHT C-6 . (;;;\_ CONST STAMPED COLORED CONCRETE ~ PER DETAIL ON SHT C-6. (.;;;\_ CONSTRUCT EDGE DRAIN, TYPE 6 -..::::_;-PER CALTRANS STD PLAN D99A. TYPICAL CROSS SECTIONS NO SCALE ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN. X-6 CI TY CONTRACT NO. f'-?RAC: CI TY OWG. NO. O-C:C:Cl7-C: r,1J I ??OA FA 01B901 GENERAL ROAD WORK MISCELLANEOUS ■ AIOA Abbrevlatrons ■ AlOB Symbols ■ RSP N'!JA P<N8!"3rt l,lorkers and Traffic Ums,Typ/col D81r11/s ■ A20B Pavement Markers and Traffic Lines, Typlcal Detal Is ■ RSP N!fX: P<N8!"3rt 1,/orkers and Traffic Ums, Typical D81r11/s ■ A20D ■ A24A □ A24B ■ A24C ■ A24D □ A24E ■ A35A □ A40 ■ A62A ■ A62B ■ A62C □ A62D Pavement Markers and Traffic Lines. Typical Detal Is Pavement Markings-Arrows Pavement Markings-Arrows Pavement Markings-Symbols and Numerals Pavement Markings-Words Pavement Markings-Words and Crosswalks Portland Cement Concrete Paving Detol Is Rumble Strip Detal Is Excavat I on and Backf 1 I I -Ml see I J aneous Detal Is Limits of Payment for Excavation and Backfl I I Bridge-Surcharge and Wal I Limits of Payment for Excavation and Backfl I I-Brldge Excavation and Backfl It-Concrete Pipe Culverts □ A62E Excavation and Backfl I I-Cast-In-Place Refnforced Concrete Box and Arch Culverts D A62F Excavation and Backfl 1 I-Metal and Plastlo Culverts ■ RSP }lJA Ob]sct 1,/orkers □ A73B ■ A73C □ A74 □ A75A □ RSP }158 Markers Del lneators. Channel lzers and Barricades Survey Monuments Concrete Barrier Type 50 Concrete Barrier Type SOE □ A75D Concrete Head I Tght Glore Screen □ RSP JlTA 1,/efol Beom Q/ord Roi/Ing □ A77B □ A77C □ RSP mo □ RSP JlTE □ RSP JlTF □ RSP lllTG □ A77H □ A771 □ A77J □ A77K □ A78A Metal Beam Guard Roi I lng-Standard Hardware Metal Beam Guard Roi I Ing-Posts and Blocks Guard RaTI Flares Guard Rall Flares 1,/efo/ Beam Q/ord Rolllng-1,//sco/loneous Details Guard Roll End Anators /BreokowoyJ Guard Ror I End Anchors (Breakaway Hardware) Barrier and Guard Ral I End Anchors Guard Raf I Connections to Bridge Ra! Is, Retaining Wal Is and Abutments Guard Roi I Connections to Bridge Sldewalks and Curbs Thrle Beam Barrier □ A78B Thrle Beam Barrrer-Standard Hardware and Mlscer taneous Detol Is □ RSP JlBC T/rle Beam Barrier-End Anators □ A78D □ A78E □ A78F □ ABO □ ABI □ A83 □ A85 □ A86 ■ A87 □ C7A □ C7B □ C7C □ C7D □ C7E □ C7F □ C7G □ CSA □ CBB □ CBC □ C9A □ C9B Thrle Beam Barrier Connection to Concrete Barrier Type 50 Thrle Beam Barrier Connections to Bridge Roi Is Thrle Beam Barrier Connections to Bridge Curbs, Retaining Wal Is and Abutments Thrle Beam Barrier Emergency Passageway Crash Cushion, Sand Fl I led Portable Scale Pod and Approach Slab Detal ls Chain Llnk Fence Barbed Wire and Wire Mesh Fences Curbs, Dikes and Driveways CRIB WALLS Reinforced Concrete Crib Wal I-Battered Wal ts-Types A,B and C Relnforced Concrete Crib Wal I-Battered Wal Is-Types D,E and F Relnforced Concrete Crib Wal I-Vertlcol Wal Is-Types A,B and C Relnforced Concrete Crib Wal I-Vertlcol Wal Is-Types D,E and F Relnforced Concrete Crib Wal I-Types A.B,C,D.E and F Header and Stretcher Detal Is Design Data for Reinforced Concrete Crib Wal I Foundation Pressure-Battered Wal I Reinforced Concrete Crib Wal I Foundation Pressure- Vertical Wal I Steel Crib Wal!-Construction Detal Is Steel Crib Wal I-Deslgn Dato Steel Crib Wal I-Deslgn Dato Timber Crib Wal I-Types A.B.C and D Timber Crib Wal I-Types A.B.C and D Design Dato ■ ■ □ ■ ■ □ ■ □ ■ ■ ■ □ (■ □ □ □ □ □ □ □ □ □ ■ □ ■ □ ■ ■ □ □ □ □ □ □ □ □ □ □ □ □ □ □ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ □ □ D72 D73 D74A D74B D74C D75 D77A D77B D77C D78 D79 D80 DBI D82 D84 D85 D86A D86B D86C D87A D87B D87C D88 D88A D89 D90 D93A D93B D93C D94A D94B D95 D97A D97B D97C D97D D97E D97F D97G D97H D98A D98B D99A D99B D99C D99D HI H2 H3 H4 H5 H6 H7 HB Tl T2 T3 T4 T7 DRAINAGE Drainage Inlets Drainage Inlets Drainage Inlets Drainage Inlets Drainage Inlets Oetal Is Plpe Inlet Grote Deta I Is Blcycle Proof Grate Detal ls Alternatlve Hinged Cover for Type OL and OS Inlets and Trash Rack for Type OCP Inlet Gutter Depressions Precast Reinforced Concrete Pipe-Direct Design Method Cost-In-Place Reinforced Concrete Single Box Culvert £ Cost-In-Place Reinforced Concrete Double Box Culvert) Cast-In-Place Reinforced Concrete Box Culvert Mlscel laneous Detal Is Box Cu I vert W 1 ngwa I Is-Types A. B. c Box Culvert Wlngwol Is-Types D and E Box Culvert Warped Wlngwal Is Pipe Culvert Heodwal Is, Endwal Is and Warped Wlngwal Is Arch Culvert Headwal Is. Endwal Is and Warped Wlngwol Is Overs I de Oro Ins Overs I de Dra Ins Underdralns Construction Loads on Culverts Strut DetaJ Is for Structural Steel Plate Pipes, Arches, and Vehicular Undercrossrngs Pipe Headwol ls Pipe Culvert Heodwal Is, Endwal Is and Wlngwal Is-Types A,B and C Pipe Riser Connections Drainage 1nlet Riser Connections Pipe Riser with Debris Rack Cage Metal and Piastre Flared End Sections Concrete Flared End Sections Concrete Arch Culverts Corrugated Meta I PI pe Coup I Ing Deta I I s No. I -Annu I ar Coup I Ing Band Bar and Strap and Angle Connectors Corrugated Metal Plpe Coupl Ing Detal Is No. 2-Hat Bond Coupler and Flange Details Corrugated Metal Pipe Coup I Ing Detal ls No. 3-Hel !cal and Unlversat Couplers Corrugated Metal Pipe Coup I Ing Detal Is No. 4-Hugger Coup I Ing Bands Corrugated Metal Pipe Coup I Ing Detal Is No. 5-Standard Joint Corrugated Metal Pipe Coupl Ing Detal Is No. 6-Posltlve Joint Corrugated Metal Plpe Coup! Ing Detal Is No. 7-Positive Joints and Downdralns Reinforced Concrete Pipe or Non-Reinforced Concrete Pipe Standard and Posrtlve Joints Slotted Corrugated Steel Pfpe Drain Detal Is Slotted Corrugated Steel Pipe Drain Detol Is Structural Section Drafnage System Data! Is Edge Drain Outlet and Ven+ Details Edge Drain Cleanou+ and Vent Detar ls Cross Drain Interceptor Detal Is HIGHWAY PLANTING P!antlng and Irrigation- and lrrlgo+lon- and Irrigation- Abbreviations Symbols Detol Is Plantlng Pl anting Pl anting and Irrigation-De+oils Planting and Irrigation-Detatls Planting and Irrigation-Detar Is Planting and Irrigation-Detal Is Planting and Irrigation-Oetal Is TEMPORARY FACILITIES Temporary Crash Cushion, Sand Fl I led Temporary Crash Cushion, Sand FIi led Temporary Ra! ting (Type Kl Temporary Traffic Screen Construction Project Funding Identification srgns The Revised Standard Plans (RSP) and New Standard Plans <NSP) which apply to this contract are Included as Tndlvldual sheets of the project plans. Th,,, <:-t,-,r-,rl,i..-(1 Pl,-,r, c:hAA+c: r,r.r,llr(1h(,::, +n this rnntrnrt lnr!11rl,:,, hri+ <1t"""A nnt llml+Arl to +hnc:A lnrllr.ntArl hv (1 mCJrkArl hnx. ■ □ ■ □ □ ■ ■ ■ □ □ ■ □ □ □ □ □ □ □ □ □ ■ □ □ □ □ □ □ ■ ■ □ □ □ □ □ □ □ □ □ □ □ ■ □ □ ■ ■ □ □ □ □ □ □ To accompany p I ans doted 5-13-97 TIO Traffic Control System for Lane Closure on Freeways and Expressways TIOA Trofflc Control System for Lane and Complete Closures on Freeways and Expressways Tl I Trafflc Control System for Lane Closure on Multi lane Conventional Hrghways Tl2 Traffic Control System for Lane Closure on Multi lane Conventional Highways Tl3 Traffic Control System for Lane Closure on Two Lane Conventional Highways Tl4 Traffic Control System for Ramp Closures Tl5 Traffic Control System for Movlng Lane Closure on Multi lane Highways Tl6 Traffic Control System for Moving Lane Closure on Multi lone Highways Tl7 Traffic Control System for Moving Lone Closure on Two Lane Highways Brr dge Oetol Is Brfdge Oetol ls Brfdge Oetol Is Bridge Oetol ls BRIDGE BO-I B0-3 B0-5 BO-13 B2-3 B2-5 B2-6 82-B 82-9 B2-IO RSP 82-1/ 400 rrm Cost-In-Ori I led-Hole Concrete PIie Pl le Detal Is-Class 400 and Class 625 Pl le Detafls-Closs 400C and Class 625C Pr le Detofls-Closs 900 and Class 900C Load Test Pl le De-ta! rs (I) Load Test Pl le Detal Is (2) Load Test PIie D81r11/s 13! 83-I Reta In 1 ng Wa I I -Type I, H= 1200 Through 91 00 rrm 83-2 Retaining Wal I-Type I, H=9700 Through 10 900 rrm B3-3 Retaining Wal I-Type lA 83-4 Retofnlng Wal I-Type 2 83-5 Counterfort Retaining Wal I-Type 3 B3-6 Counterfort Retaining Wal I-Type 4 RSP 83-7 Retaining Wall-Type 5 B3-8 Retaining Wal I Detal Is No. I B3-9 Retaining Wal I Detal Is No. 2 B3-I I Reta In Ing Wo I I Type 6-I 829 rrm Max !mum B6-I T-Beam Oetol ls B6-IO Utll lty Openings, T-Beam B6-21 Joint Seals (Maxlnum Movement Rating = 50 rrm) B7-l Box Girder Details 87-5 Deck Drorns B7-6 Deck Drains-Type D-1 and D-2 B7-10 Utl I lty Opening-Box Girder B7-II Utility Detalls B8-5 Cast-In-Place Prestressed Girder Detal Is Bl 1-7 Chain L !nk Roi I Ing 811-47 Coble Rolling Bl 1-51 Tubular Hand Roi I Ing BJ l-52 Chain Lfnk Roll Ing Type 7 Bl 1-53 Concrete Barrler Type 25 Bl 1-54 Concrete Barrier Type 26 BI 3-I SI ope Protect 1 on Deta I I No. I Bl3-2 Slope Protect Jon Detal I No. 2 814-1 Structural Steel Plate Vehrcurar Undercrosslng 814-3 Conmunlcatlon and Sprinkler Control Conduit CConduft less than 103 nm Diameter) B14-4 Water Supply Line <Bridge) (Pipe less than NPS 41 814-5 Water Supply Lfne <Detal Isl {Pipe less than NPS 41 SHEET 1 OF 2 ST ANDA RD PLANS LIST (July. 1995 Edition) Revised August 28, 1996 I CONTRAC:T NO. ROADSIDE SIGNS ■ RSP RSI Roodsld• Signs.Typical lnstalla/lM DtJ/a/1s No.I ■ RS2 ■ RS3 ■ RS4 D SI □ RSP S2 □ RSP SJ D S4 D 55 D 56 D 57 D SSA D S8B □ sac D S8D D 59 D 510 0 SI I D 513 0 SI 4A D 514B 0 SIS D Sl6 D Sl7 D Sl8A 0 518B 0 520A D 5208 Roadside Signs, Wood Posts, Typlcal lnstal lat Ion Detal I No. 2 Roadside Signs. Laminated Box Wood Posts, Typical lnstal lotion Deta I Is No. 3 Roadside Signs, Typlcal lnstol lotion Detol I No. 4 OVERHEAD SIGNS OVERHEAD SIGNS-TRUSS Overhead S 1 gns-Truss, Instruct I ans and Examp I es O;erhead Slgns-Truss,Slnglo Post Type.Post Types II tlru VII C>whead S/gns-Truss,Slnglo Post Type.Post Types 1-S tlru V/1-S Overhead Signs-Truss, Single Post Type, Structural Frame Members Overhead Stgns-Truss, Two Post Type, Structural Frame Members Overhead Signs-Truss. Structural Frame Detal Is Overhead Signs-Truss, Frame Juncture Detal ls Overhead Signs-Steel Frame Removable Sign Panel Frames Overhead Signs-Removable Sign Panel Frames, overhead Formed Panel Mounting Detal Is Overhead Signs-Truss, Sign Panel Mounting Detal Is, Laminated Pane I -Type A Overhead Signs-Truss, Removable Sign Panel Frames 2. 794 m and 3,048 m Sign Panels Overhead SI gns-Wa I kway Deta i Is No. I Overhead Signs-Walkway Detal Is No. 2 Overhead Signs-Walkway Safety Roi I ing Detol Is Overhead Signs-Truss Pl le Foundation OVERHEAD SIGNS-LIGHTWEIGHT Overhead Signs-Lightweight Balanced-Single Steel Post Connection and Mounting Detal Is Overhead Signs-Lightweight Balanced-Single Steel Post Detal ls Overhead Signs-Lightweight. Type A, Connection Detal Is Overhead Signs-Lightweight. Type B, Connection Detal Is Overhead Signs-Lightweight, Type C, Connection Detal Is Overhead Signs-Lightweight. Sign Panel Mounting Detal Is, Laminated Panels-Type A Overhead Signs-Lightweight, Light Fixture Mounting Detal Is Overhead Signs-Lightweight Post Oetol Is Overhead Signs-Lightweight Foundation OVERHEAD SIGNS-BOX BEAM CLOSED TRUSS ALTERNATIVE D S39 0 540A D 5408 D S40C D 5400 0 S40E D 540F D S40G 0 540H D 5401 D S40J D S40K D 540L 0 540M Overhead Signs-Box Beam, Closed Truss Foundation Overhead Signs-Box Beam, Closed Truss, Two Post Type Frame Members Overhead Signs-Box Beam, Closed Truss, Single and Two Post Type General Frame Detal Is Overhead Signs-Box Beam, Closed Truss, Ribbed Sheet Metal Detal ls Overhead Signs-Box Beam, Closed Truss. Two Post Type Frame Detal Is Overhead Signs-Box Beam, Closed Truss, Two Post Type Frame Juncture Detal Is Overhead Signs-Box Beam, Closed Truss, Two Post Type Post Detal Is Overhead Signs-Box Beam. Closed Truss. Single Post Type Frame Members Overhead Signs-Box Beam, Closed Truss, Single Post Conti lever Frame Deta I Is Overhead Signs-Box Beam, Closed Truss, srngle Post Conti lever Frame Juncture Detal Is Overhead Signs-Box Beam, Closed Truss, Sing le Post Conti lever Post Deta I I s Overhead Signs-Box Beam, Closed Truss, $Ingle Post Butterfly Frame Data I 1 s Overhead Signs-Box Beam, Closed Truss, Single Post Butterfly Frame Juncture Detal Is Overhead Signs-Box Beam, Closed Truss, Slngle Post Butterfly Post Deta I Is ■ ■ D ■ ■ ■ ■ ■ ■ ■ ■ D ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ D D D ■ ■ ■ ■ ■ D ■ D ■ D ■ D ■ D D ■ D ■ D D D OVERHEAD SIGNS-TUBULAR S40N Overhead SI gns-Tubu I ar, Instruct Ions and Examp I es S40P Overhead Signs-Tubular. Slngle Post Type Layout and Pipe Select Ion S400 Overhead Signs-Tubular, Two Post Type Layout and Pipe Sections S40R Overhead Signs-Tubular, Structural Frame Oetal Is No. I S40S Overhead Signs-Tubular, Structural Frame Data! Is No. 2 S40T Overhead Signs-Tubular Foundation Detal Is SIGNALS, LIGHTING AND ELECTRICAL SYSTEMS ES-IA Signal. Lighting and Electrlcal Systems-Symbols and Abbrevlatlons ES-1B Signal, Lighting and Electrical Systems-Symbols and Abbreviations ES-2A Signal, Lighting and Electrical Systems-Service Equipment ES-28 Slgnal, Lighting and Electrfcal Systems-Service Equipment ES-2C Slgnal, Lighting and Electrical Systems-Service Equipment ES-20 ES-2E ES-2F ES-3A ES-38 ES-3C ES-30 ES-3E ES-4A ES-4B ES-4C ES-40 ES-4E ES-4F ES-SA ES-58 ES-SC ES-50 ES-SE ES-SF ES-6A ES-6AA ES-68 ES-6C ES-60 ES-6DA ES-6E ES-6F ES-6H ES-6J ES-6K Notes Signal, Lighting and Electrical Systems-Service Equipment and Typical Wiring Diagram, Type A Signal, Lighting and Electrical Systems-Service Equipment and Typical Wiring Diagram, Type B Signal, Lighting and Electrical Systems-Service Equipment and Typlcal Wiring Diagram, Type C Stgnal, Lighting and Electrical Systems-Slgnal Heads and Mountings Signal, Lighting and Electrical Systems-Signal Heads and Mountings Signal, Lighting and Electrical Systems-Signal Heads and Mountings Signal, Lighting and Electrical Systems-Signal Heads and Mountings Signal, Lighting and Electrical Systems-Signal Heads and Mountings Signal, Lighting and Electrical Systems-Controller Cabinet Detal Is Signal, Lighting and Electrical Systems-Controller Cabinet Detol Is Signal. Lighting and Electrical Systems-Controller Cabinet Data! Is Irrigation Controller Enclosure Cabinet Signal, Lighting and Electrlcal Systems-Telephone Demarcation Cabinet Detal ts Signal. Lighting and Electrical Systems-Telephone Demarcation Cabinet Detal Is Signal. Lighting and Electrical Systems-Detectors Signal, Lighting and Electrical Systems-Detectors Signal, Lighting and Electrical Systems-Detectors SI gnat, LI ght Ing· and EI ectr I co I Systems-Detectors Signal, Lighting and Electrlcal Systems-Detectors Signal, Lighting and Electrical Systems-Pedestrian Barricades Signal and Lighting Standards-Type I Standards and Equipment Numbering Signal Standards-Push Button Post Lighting Standards-Types 15, 21 and 22 Lighting Standards-24.4 m to 48.8 m High Mast Light Pole, Foundation Data! Is Lighting Standards-Types 30 and 31 Lighting Standards-Type 32 Llghtlng Standards-Types 30 and 31, SI Ip Base Plate Detal Is Lighting Standards-10 Degree Type Lighting Standards-10 Degree Type, Detolls Signal and Llghtlng Standards-Case I Arm Loading, Wind Velocity= 113 km/h. Arm Lengths 4.5 m to 9.1 m Signal and Lighting Standards-Case 2 Arm Loading, Wind Veloclty = 113 km/h, Arm Lengths 6.1 m to 9. l m ES-6L Signal and Lighting Standards-Case 3 Arm Loading, Wind Velocity= I 13 km/h, Arm Lengths 4.5 m to 13. 7 m ES-6M Slgnal and Lighting Standards-Case 4 Arm Loading, Wind Velocity= I 13 km/h, Arm Lengths 7.6 m to 13. 7 m ES-6MA Signal and Lighting Standards-Case 5 Arm Loading, Wind Velocity= I 13 km/h, Arm Lengths 15,2 m to 16.8 m ES-6N Signal and Lighting Standards-Type 40-0-129 The Revised Standard Plans <RSP) and New Standard Plans CNSPl whlch apply to this contract ore Included as lndlvlduol sheets of the project plans. The, <:+nnrlnrrl Pinn c:h,=,A+c: nnnllrnhlA +r, +hie: r"n+rnr+ lnrl11rlA_ h11+ nrA nnt !lrnl+Arl to +hnc:A !nrllr.n+Arl hv n mnrkArl hn'><. ' fr/ic L '_"_''-l,o_,_"_' __ l,_ou..:.,.c'_l_'.c.lo-'.""'_"_'_/,.,_' _"'_l_l_l_''"_.lr_.'_l.,,._' 0 _',_\' 4 s I 2 I Ora I 55, I I , V· 7 ,:,s, no [ 10 1202 r,-s:i.. ar CdlftJm/1,..,,. ~,.. __,. n1rd1io ~ r,;r ,,,,-.. or.......,_".,_._ d m. IN>..,,_ To accompany plans dated □ ES-60 Signal and Lighting Standards-Case I Arm Loading, Wind Veloclty = 129 km/h, Arm Lengths 7.6 m to 9. I m □ ES-6P Signal and Lighting Standards-Case 2 Arm Loading. S· l.3-~? Wind Veloclty = 129 km/h, Arm Lengths 6. I m to 9. I m □ ES-60 Signal and Lighting Standards-Case 3 Arm Loading, Wind Velocity "' 129 km/h, Arm Lengths 6. I m to 13. 7 m D ■ ■ ■ D D D ■ ■ ■ ■ ■ ■ ■ D D ■ ■ D ■ ■ D D D ■ ES-6R ES-6RA ES-6S ES-6T ES-6TA ES-6U ES-6V E5-7A ES-78 ES-7C ES-70 ES-7E ES-7F ES-8 ES-9A ES-98 ES-10 ES-I I ES-12 ES-13 ES-14 ES-15 ES-27A ES-27B ES-28 Signal and Lighting Standards-Cose 4 Arm Loading, Wind Velocity= 129 km/h, Arm Lengths 7.6 m to 13. 7 m Signal and Lighting Standards-Case 5 Arm Loading, Wind Velocity = 129 km/h, Arm Lengths 15.2 m to 16,8 m Slgnal and Lighting Standards-Detol Is No. I Slgnal and Lighting Standards-Detal Is No. 2 Signal and Lighting Standards-Pole and Mast Arm Alternatives Lighting Standards-Types 10 and 15 SI Ip Base Insert Signal and Sign Standards-Type 33 Left Turn Signal, Lighting and Electrrcal Systems-Electrlcal Detar ts. Structure lnstol lat Ions Slgnal, Lighting and Electrical Systems-Electrical Detar Is. Structure lnstal lat Ions Slgnal, Lighting and Electrical Systems-Electrical Detal Is. Structure lnstal lat Ions Signal, Lighting and Electrical Systems-Electrical Details, Structure lnstal lat Ions Slgnal, Lighting and Electrical Systems-Electrlcal Detalls, Structure lnstat lat Ions Signal, Lighting and Electrical Systems-Flush Sofflt Lumlnolre Modification Detol Is, Structure lnstal lotion Signal, Lighting and Electrical Systems-Pul I Box Detal Is Signal. Lighting and Electrical Systems-Cantilever Flashing Beacon, Types 9, 9A, 9B Signal, Lighting and Electrical Systems-Conti lever Flashlng Beacon, Types 9, 9A, 9B Signal, Lighting and Electrical Systems-lsolux Diagrams Signal, Lighting and Electrical Systems-Foundation lnstol latlons Signal, Lighting and Electrical Systems-Pedestrian Undercrosslng Fluorescent Lighting Fixture Slgnal, Lighting and Electrlcal Systems-Spl Icing Details Signal, Lfghtlng and Electrlcal Systems-Wiring Detal I and Fuse Ratings Signal, Lighting and Electrical Systems-Pedestrian Overcrosslng Fluorescent Lighting Fixture Signor, Lighting and Efectrlcal Systems-Extinguishable Message Sign, 250 nm Letters Signal, Lighting and Electrical Systems-Extinguishable Message Sign. 250 nm Letters Signal, Lighting and Electrfcal Systems-Extinguishable Message Sign and Flashing Beacons SIGN ILLUMINATION ■ ES-29 Sign II lumlnatlon-Mercury Sign II lumlnotlon Equipment D ES-30 Sign II lumlnatlon-915 nm Fluorescent Sign I l lumlnatlon Equipment ■ ES-32A Sign Il lunlnatlon-Sign II lumlnatlon Equipment ■ ES-32B Sign II lunlnotlon-Sign II lumlnatlon Control ■ ES-33 Sign II IUTI!natlon-Internally II lunlnated Street Name Sign NEW STANDARD PLANS □ NSP A77GA Anchor Assembly (Breakaway, Type M>-Hardware and Post Detal Is ■ NSP A88 0 NSP A90 D NSP TS Curb Ramp Detal Is Accessible Parking Temporary Termlnal Section (Type K) SHEET 2 OF 2 ST AND ARD PLANS LIST !July, 1995 Edition> Revised August 28, 1996 !CONTRACT NO. ' D w >-m V) D > w w 0: V) w > ... w .. 0: D ' w ... .. D '>->-om w m ... 0 D -<W _JZ w :, " "' u-u _JV) w -<W :i: uo u ... c ',II :,: 0: :,: w V> > 0 >- z ~ ~ 111 .., w 0 ~ ... ... ... a: ' ~ V, z ;;! ... ~ ... z l! a: ... a.. Lu C, ... z a: 0 ..... ' I ; ' ~ Lu ... ... ... V, "' -,. ·=·-- NOTES• I. REMOVAL WORK SHALL BE COORDINATED WITH PERMANENT CONSTRUCTION. 2. DRAINAGE REMOVALS ARE SHOWN ON THE DRAINAGE PLANS. 3. SIGNALS AND SIGNAL EQUIPMENT REMOVALS AND/OR RELOCATIONS ARE SHOWN ON THE TRAFFIC SIGNAL PLANS. 4. MANHOLES, VALVES, VAULTS, UTILITY BOXES AND CABINETS TO BE ADJUSTED TO GRADE OR RELOCATED ARE SHOWN ON THE SEWER, UTILITY, WATER, OR LANDSCAPING PLANS. ALLEY +2:€,·, 4 DWY •• , '+23;-4 Future Park Site ..., r-"' -<, ~-, ....... _ --- CONSTRUCTION NOTES 0-TO BE REMOVED BY OTHERS. 0-REMOVE CONCRETE SIDEWALK. 0-REMOVE CONCRETE DRIVEWAY. ©-REMOVE CONCRETE CURB. 0-REMOVE CONCRETE CURB AND GUTTER. 0-REMOVE RAISED TRAFFIC ISLAND. 2 2 2 CLUBHOUSE ,~r LEGEND .. ,,.,o I ~"t AVE TREE TO BE REMOVED, SALVAGED, OR RELOCATED. SEE SCHEDULE ON SHT RP-4. 5· 13· 97 PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH,CA 92658 K I LOMETER POST TOTAL PROJECT 0. I 10. 97 31.71/32 OB MOFFATT & NICHOL ENGINEERS 3720 SOUTH SUSAN STREET, SUITE 200 SANTA ANA,CA 92704 SHEET TOTAL NO, SHEETS ll aoe Th, Shh d Cdlfrniq or "8 ffflc,n or l1g/Jlt6 NI Id bl!J "'6{X]MI~ for ""aoa.,nq or ~ fl' fi«:lrodc Ctdos If ttls ,:ian dr/tl. -·., ---,-- Future-Park Site 0 Cl __, « > 0 ' 20 ' 40 ' 60 ' CENTRAL ,, AVE NEWPORT BEACH ' ' REMOVAL PLAN SCALE I• 500 ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN. R p -1 80 ' CITY CONTRACT NO. ,.._,.,(>(H':" CI TY DWG. NO. n r:::rr,7 ,.. rt I I ??flR , X ' ' 0 1----+----l z :,; ::, 1----+----l §! "' ~ <cl~ "' ;,, 0 w >-a, V) > 0 w w a: V) w > f-w .. a: 0 w f-.. 0 '>->-om w a, H'.l <{W 0 -'z w :JD ,, o-0 -' v, w <{W I oo 0 ': vi I a: I w V) > 0 >- z :,; " :,; vi -, w " z 0 !;, .... er e; ~ i= 15 .... z ~ !l1 a.. '-" C, c( z ~ ' i _; ~ '-" .... c( .... V, • --- uJ C C .., "' uJ a_ C uJ V) > uJ "' FOR REDUCED PLANS ,....,,,..,"" ,,.,...,,-'" ""' 0 ' 20 ' " ' [III] 60 ' 80 ' .. frfo I l"'t 5-13-97 PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 KILOMETER POST TOTAL PROJECT 0. I 3/0. 97 31. 71 /32. 08 MOFFA TT & NICHOL ENGINEERS 3720 SOUTH SUSAN STREET, SUITE 200 SANTA ANA,CA 92704 SHEET TOTAL NO. SHEETS 12.. 202. Ttr, ~ of Colffcrnla or Its off1cer6 or Of}fJfB 6ful rd bt, t?l6{}0Mlth for tm CXJaJT1X¥ or ~ af fi/Jdrodc aJ)IS!I of tNs plan sf&i. CONSTRUCTION NOTES PROTECT IN PLACE. 0-REMOVE CONCRETE SIDEWALK. 0-REMOVE CONCRETE DRIVEWAY. 0-REMOVE CONCRETE CURB. ©-REMOVE CONCRETE CURB AND GUTTER. 0-REMOVE RA I SEO TRAFFIC ISLAND. 0-REMOVE BASE AND SURF AC I NG. 0-REMOVE MSGR. @-REMOVE CONCRETE STAIRWAY. @--REMOVE TIMBER RETAINING WALL. BEACH LEGEND ,,' ,;[§] . '. TREE TO BE REMOVED, SALVAGED, OR RELOCATED REMOVAL PLAN SCALE I• 500 ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN. CITY CONTRACT NO. r~?AQt:: CI TY DWG. NO. c_i:;i::;07_c:- RP-2 f:I J I ??OR f="!,_ 0~8901 X • >-m D w V) > w 0: X w >-" D '>-D a> w >-□ «w _JZ ::, C> u- _J"' -,w u □ ';: ; ·: U1 a: w > 0 z ~ Ill w D I ..,,·. __ D w V) > w 0: w >-" D >-m D w "' u w ,: u :,: :,: V) >-:i -, 2--+'00 • ()LO Nf.WPORf BL VD 0 ' 20 ' CONSTRUCTION NOTES 0-REMOVE CONCRETE SIDEWALK 0-REMOVE CONCRETE CUR , 0- B AND GUTTER. 7 REMOVE R 0- A I SEO TRAFFIC I SL AND R • EMOVE BASE Q_ AND SURFACING ~TOBE • RELOCATED BY OTHERS. LEGEND TREE TO OR RELOC~~E~EMOVED, SALVAGED, NEWPORT BEACH <O ' 60 ' BO METERS UNLES NS IONS ARE S OTHERWISE ALL DIM CITY CONTRACT r_-,i,<'.lr., NO. .. ,,.,c I ~"'t IN SHOWN. DIST COUNTY ROUTE 12 Ora 5·13•97 PLANS APPROVAL CITY DATE 3300 o:E~WPORT BEACH NEWPORT B~RT BOULEVARD ACH, CA 92658 MOFFA TT & NIC S 3720 SOUTH SUHSOL ENGINEERS ANTA A AN STRE NA, CA 9270.11 ET• SUITE 200 Tts Sta/8 ,:r or CtOITP~':,or:/a or Ms dflCl/!rs or tldrmc OOfJ/M ,:r 1N ogerts 8/rJII rd bit s ,:Jon sh!lti. rmponslblfJ ru tts a«U'otJ/ REMOVAL SCALE 1,50~LAN RP-3 I I I DI STI COUNTY I ROUTE 1VJ-r~LE1lRRo.ffcV 1siEJ.1I s1H<t:1lrLs 12 I Ora I 55, I 0-1 j/Q.,, 1 , 41201e 31. 71/32.08 SCHEDULE OF EXISTING TREES ~ trfc 7n: / //Ci~ ✓/ ) 4-15-97 \>\\O~IO,t, J Rb{; I STEREb ,)71 VAL ENG I NEER 0 ,, w ~ '~ ci w ci ci w :.:, i ) w >-w >-w >-S·l.3·97 ;; M.A. KRAM~AN j z w <.'.) .. z w C) .. z w C) .. > .. u > .. u > .. u ~ Mo. 44030 J: ::, DESCRIPTION 0 > 0 ::, DESCRIPTION 0 > 0 ::, DESCRIPTION 0 > 0 PLANS APPROVAL DATE w ::, ..J ..J w ::, ..J ..J w ::, ..J ..J {I Exp. 6-30-97 JI-->-w .. w >-w .. w >-w .. w CITY OF NEWPORT BEACH -a: V) a: -a: V) a: -a: V) a: 3300 NEWPORT BOULEVARD ~ CIVIL ~ I 12' PALM X 61 12' TREE 13" CALI X 121 9' PALM X NEWPORT BEACH,CA 92658 :.,~~CALI~._ 2 7' TREE (3'CALIFER) X 62 6' TREE (I' CALI X 122 I 3' PALM X MOFFA TT & NICHOL ENGINEERS 3 8' TREE (3'CALI X 63 6' TREE (!"CALI X 123 9' PALM X 3720 SOUTH SUSAN STREET, SUITE 200 SANTA ANA,CA 92704 4 7' TREE 13" CALI X 64 6' TREE (I' CALI X 124 10' PALM X TID Sfdr, If Collforfio or "s <fflctJt"S ()f' ogt!ds shJII rd bl, f"05P(lll$lblo for tt,, OCQ11JCf 5 7' TREE (3' CALI X 65 2' TREE (I' CALI X 125 10' PALM X or c<Xrt)I~ of flltdronlc OOfJ/M or ms ,:ion 6h!d. 0 6 5' PALM X 66 8' TREE (2' CALI X 126 15' TREE X w 7 7' PALM X 67 8' TREE 12' CALI X 127 I 5' TREE X >-"' "' -8 9' PALM X 68 6' TREE (I' CALI X 128 15' TREE X > 0 w 9 9' PALM X 69 6' TREE (I' CALI X 129 20' TREE X w er "' 10 10' PALM X 70 6" TREE (I' CALI X 130 15' TREE X -w > >-11 w -< 6' PALM X 71 10' PALM X I 31 10' TREE X er 0 12 10' PALM X 72 10' PALM X 132 4' TREE X w 13 9' TREE 13' CALI X 73 10' PALM X 133 15' TREE X >--< 14 8' TREE (I' CALI X 74 8' PALM X 134 15' TREE X 0 15 9' TREE (2' CALI X 75 7' PALM X 135 10' TREE X 16 9' TREE 13' CALI X 76 6' PALM X 136 10' TREE X ' >-17 8' TREE (I' CALI X 77 12' PALM X 137 10' TREE X O<D >-18 8' TREE 12' CALI X 78 8' PALM X 138 15' TREE X w "' >-0 19 12' TREE (I' CALI X 79 9' PALM X 139 12' TREE X -<W D _;Z w 20 9' TREE (I' CALI X 80 10' PALM X 140 6' TREE X ::, '-' "' u-u 21 5' TREE (I' CALI X 81 10' PALM X 14 I 8' TREE X _J"' w <tW I 22 7' TREE (I' CALI X 82 10' PALM X 142 12' TREE X uo u 23 12' TREE (5'CALI X 83 8' PALM X 143 IO' TREE X 24 8' TREE 13' CALI X 84 6' TREE (I' CALI X 144 12' TREE X 25 48' TREE (3'CALI X 85 6' TREE (I' CALI X 145 12' TREE X 26 4' TREE (I 'CALI X 86 14' PALM X 146 10' TREE X >-27 6' TREE (I' CALI X 87 12' PALM X 147 7' TREE X I 28 12' TREE (2' CALI X 88 40' TREE ( I 2' CALI X 148 12' TREE X <> ~ :I: 29 6' TREE (I' CALI X 89 40' TREE ( I 2' CALI X 149 7' TREE X -er :I: 30 10' TREE (I' CAL> X 90 40' TREE (12'CAU X 150 10' TREE X w V) > 31 7' TREE 12'CAU X 91 40' TREE 112'CAU X 151 10' TREE X 0 >-z i 32 6' TREE (I' CAL> X 92 40' TREE (18'CAU X 152 6' TREE X ~ -33 5' TREE (I' CAL> X 93 35' TREE (12'CAU X 153 4' TREE X -, "' 34 10' TREE (I' CAL> X 94 8' TREE X 154 5' TREE X w C 35 7' TREE I I' CAL> X 95 8' TREE X 155 5' TREE X 36 9' PALM X 96 8' TREE X 156 5' TREE X 37 9' PALM X 97 8' TREE X 157 5' TREE X 38 12' PALM X 98 10' TREE X 158 5' TREE X 39 10' PALM X 99 8' TREE X 159 7' PALM X 40 10' PALM X 100 5' TREE X 160 8' TREE X ~ 41 8' PALM X IOI IO' TREE X 161 8' PALM X .... 42 8' PALM X 102 IO' TREE X 162 5' PALM X -< 43 8' PALM X 103 5' TREE X 163 9' PALM X .... 5 44 9' PALM X 104 8' TREE X 164 11' PALM X Q,. 45 8' PALM X 105 I J' TREE X 165 7' TREE X V, :z 46 9' PALM ~ X 106 5' TREE X 166 10' PALM X .... 47 9' TREE (3'CALI X 107 15' TREE X 167 40' TREE ( 12' CALI X ls 48 10' TREE (4'CAU X 108 20' TREE X 168 12' PALM (MULTI l X .... 49 6' TREE 12' CAL> X 109 20' TREE X 169 4' PALM X :z 50 ':I! 2' TREE ( I 'CALI X 110 15' TREE X 170 I', I', 3' PALM (MULTI) X .... 51 2' TREE (l'CAU X 111 15' TREE X 171 6', I', I' PALM (MULTI l X cc -< 52 8' TREE 13' CALI X I I 2 15' TREE X 172 4', 4', 3' PALM IMUL TI l X Q,. ...., 53 6' TREE (I' CAL> X I 13 20' TREE X 173 I' PALM X C ' 54 4' TREE (l'CAU X I 14 15' TREE X 174 5', 2', 2' PALM IMUL TI l X 55 4' TREE ( I 'CAL> X 115 20' TREE X 175 4', 3', 3' PALM (MULTI l X -< 56 7' TREE (I' CAL> X I 16 15' TREE X 176 4', 2', 2' PALM IMULT I) X -:z 57 7' TREE I I' CAL> X I I 7 20' TREE X 177 12' PALM X cc 0 ..... 58 10' TREE (4'CAU X I 18 10' TREE X 178 12' PALM X -j ..J 59 20' TREE 16' CAL> X I 19 10' PALM X "' )' 60 10' TREE 12' CAU X 120 13' PALM X ls REMOVAL PLAN ...., .... ~ NO SCALE V, • RP-4 I FOR REDUCED PLANS 0 20 40 60 80 I CITY CONTRACT NO. CI TY DWG. NO. I cu I EA 038901 ORIGINAL SCALE IN MILLIMETERS I I ' I ' I ' I C-2886 R-5697-S 12208 -,. ,..,,. __ " / X X X ~~ .;; ,. ~ 0 w >-"' <D 0 > w w "' O'. w > I-w " O'. 0 I-" 0 '>->-~ CD ID 1-0 «w o _,2 w ::,c, "' u-u -'"' w 4W I uo u I-" ' '. • 0 >-z :ii C) vi -, w 0 ~ ,_ .... Ii: C) 51 ~ I= tis ,_ z: ~ cc .... Q. "' 0 .... z: cc C) "= I I j; l,._ 0 "' ,_ .... ,_ V, • 0 z :::, ::, 0 z w 0 0 <t "' w a_ 0 w V, > w "' ~ ,., ---·•---- NOTES1 I. FOR COMPLETER/WAND ACCURATE ACCESS DATA. SEE R/W RECORD MAPS AT DISTRICT OFFICE. 2. FOR CURB AL I GNMENT, ISLAND DETAILS, CURB TYPE, AND EDGE DRAINS, SEE CONSTRUCTION DETAIL SHEETS. 'A'30+48.000 POC= 'F' 10+00.000 POT C :>--3-1 .-ocr 'A'30+74.573 BC •A' 30+53. 169 EC ,. ,..,,. __ CURVE DATA LINE R t::, @ • A' 848.846 9• I I' 46' ® • A' 848.846 o· 20· 56' C 'A' 1733.333 3• 08' 32' D • A' 792.506 6' 12' I 1 • E 'A' 457.215 6°35' 17' F 'D 1 • 72.545 31· 10'54' ;.;::~ LL.I :._J '.I!} ,:~ ~: .. ',, / ,.,:){~ ·-•2'6. 12 ow(1- • f ~ ~ /~~~:_;gg~;~gT _J}i ·'t:~•: 'A'31+69.633 ~OR REDUCED PLANS T L 68.268 I 36. 242 2.584 5. 169 47.542 95.060 42.942 85. 799 26.315 52.572 20.242 39.481 0 20 40 CONSTRUCTION NOTES ~ CONST 165 mm ACCTYPE 8> V OVER 300 ITTll Cl2 AB. r;:c_ CONST 100 mm CONCRETE SIDEWALK \:::Y PER DETAIL ON SHT C-6. (;;;\ __ CONST CONCRETE ALLEY \:::J PER DETAIL ON SHT C-10. ®-CONST ROCK SLOPE PROTECTION. ffi @-COLD PLANE AC PAVEMENT C50 mm> AND CONST 50 nm AC OVERLAY. 'A"-33+20. 65'(} ,BG- NEWPORT BEACH DIST COUNTY ROUTE KILOMETER POST TOT AL PROJECT SHEET TOTAL NO. SHEETS .. ,,.,c I ~"t 12 Ora 0. 13/0. 97 31 . 7 I /32. 08 /~ 202. \ : .\ ENGINEER 5-13-97 PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH.CA 92658 MOFFATT 8r. NICHOL ENGINEERS 3720 SOUTH SUSAN STREET, SUITE 200 SANT A ANA, CA 92704 r,-~ ut C<Jlffomla or ns <flTCf/1'8 or agerts staf rd be f'fJIJl)()ll8lblo ror ,,,. rJCWflJf¥ or OOtrf}l(t'MIJ8S rf eitJdnxic ot!fi«t d ffts p/Ofl shd. \> \ l-3 .. JQ7 RT I' A' 3 +80. 356 POT= \ 'Dl'.3+80.356 BC D IZ] LEGEND ASPHALT OR CONCRETE PAVEMENT SECTION, PER CONSTRUCTION NOTES. COLD PLANE AC PAVEMENT AND AC OVERLAY TO ORIGINAL GRADE, PER CONSTRUCTION NOTES. LAYOUT SCALE I• 500 ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN. L-1 60 80 CITY CONTRACT NO. C !TY DWG. NO. r • r,,r,,.-,r,, ' ' ' 01ST COUNTY ROUTE KILOMETER POST TOTAL PROJECT SHEET TOTAL NO. SHEETS CONSTRUCT/ON NOTES @-CONST 165 rrm AC !TYPE Bl @-CONST FULL DEPTH OVER 300 rrm C I 2 AB. AC ! 150 @-CONST nml. ,Q_ CONST 150 mm CONCRETE SIDEWALK V.::.,, PER DETAIL ON SHT C-6. ~ CONST CONCRETE DRIVEWAY, TYPE I I I <.;::_y PER DETAIL ON SHT C-6. @-COLD PLANE AC PAVEMENT {50 nml AND CONST 50 ITl1l AC OVERLAY. ill .. trio I ~"t 12 0. 13/0. 97 31. 71 /32. 08 16 2.02. 230 nm PCC ©-CONST ROLLED CURB OVER 105 rrm A TBP OVER 120 rrm C 12 AB. PER DETAIL ON SHT C-7. ~ CONST PARKING LOT 0 @-CONST I 50 nm AC !TYPE Bl @-CONST I 00 ITTTI CONCRlsreJs_. ·I D~WAI\K z OVER 285 nm Cl2 AB. PER DETAIL ON.SHT c-·o;-, ....... ,.,.u: V PER DETAIL ON SHT C-9. ·~if~~bEt:~fi~~~!Vu!C?' ~ (.:;;;\_ o ~ COLD PLANE AC PAYMENT !50 mnl AND 1--+---1 /;j CONST VAR THICKNESS AC OVERLAY TO GRADE. . . ... . . .. , _• • RETA IN/-NG'WAf.l•_• 0 0 1-----,t---t <{ \ . •. N0.5A ~~ ~ a: w Bli .. 4t4-4.;1'31 !BC·,.-. :s 1-=t---t 0.. >-al 0 w V) > w "' t-<( 0 '>-Oal w t-0 <(W _JZ CJD u- _J VJ <(W uo I-I ' ' "' w > 0 z " V) w 0 § ~ ... ~ ~ I!: I!; ... z I:! a: ... 0.. LU C, ... z: a: 0 ... : J -~ LU I-.. ... V) ,. _..,_. __ D w V) > w "' w t- <( 0 >-al 0 w "' u w I u :I: :I: V> ,.. "' "' -, I • 0 w V, > w a: NOTES• I. FOR SEE " RETAINING· WALL J>io. 33B "A"34+00.297 POT "AM"34+00.297 BC 2. FOR CURB AL I GNMENT. ISLAND DETAILS. CURB TYPE, AND EDGE DRAINS, SEE CONSTRUCTION DET A I L SHEETS. "Bl"5+4K690 PT· \~:L"'1:·> ~3-~-~~:~;~;~ -~ :1~-~: .:?!~ 1..tNE _/• 82· 7~4 1·. 967 .¢"5 . . . AtK 'OETA IL • -. t0.250.LT' r~~~~~~~~-·"AM'35+60; 39 PO "82' 7tH-426 EC FOR REOUCED PLANS 10.250 c-J.fs1•6+10.691 BC ·' .. B 1-~·7+0 ,_,.' -_~:-~ __ --· .. • w~c~; •·•· •· •• ~R:.:/.2-~:.-_,-...,,,,..S:; .-.-··· -""'=-~-"-----:-" .,r-s. - •D1'5+17.521 0 ' 20 ' " ' 60 ' 80 ' S4Nr/l,'/ · ,. ,.·· , AN4 "35•93. 261 PRC " AM' 06 ·cc388 'POC = ".1::CM" 2~4+90i 238 POT '91 I p+_Q_Q/000 PQT .... WPORT 13.099 RT "CCM"225•90.966 "□1"5+57.137 EC . .--\,--~ 'AM"- 'AM" © "A" ® "CST" @"CCM" @ "Bl" (i) "Bl" @ "Bl' (i) "82" @ "82" @ 'DI" ® 'DI" @ 'DI' @ 'DI" ALL DIMENSIONS -ARE'. l·N • METERS UNLESS OTHERWISE SHOWN. CITY CONTRACT NO. ,.._-,r,oc CI TY DWG. NO. l").i::c,;;_~ ENGINEER 5-13-97 PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH,CA 92658 MOFFA TT & NICHOL ENGINEERS 3720 SOUTH SUSAN STREET, SUITE 200 SANTA ANA,CA 92704 Tl's Slam d Callrorria Of Im dfbr6 Of' (J(J8l'l8 11/ril fd bit nJ6{JIXJ6fble for fhr, ~ Of OO(fJ)khn(Js8 d tJodnxir: cop/8$ d tlis p/M tJh!Ki. .·R 870.098 915.000 LEGEND CURVE t, ASPHALT OR CONCRETE PAVEMENT SECTION, PER CONSTRUCTION NOTES. COLD PLANE AC PAVEMENT AND AC OVERLAY TO PROPOSED GRADE, PER CONSTRUCTION NOTES. COLD PLANE AC PAVEMENT AND AC OVERLAY TO OR I GI NAL GRADE, PER CONSTRUCTION NOTES. DATA T L 4• 12' 19' 31. 945 63.862 8° 05' 03' 64.658 129. I 02 1000.000 6" IO' 15' 53.903 107. 701 1524.051 2· 17' 31' 30.487 60.965 1524.051 5" 58' 47. 6" 79.604 159.064 457.215 I 3" 16' I I' 53. 183 105.891 487.696 32"47'30' 143.498 279. 119 91. 443 38" 06' 06' 31. 577 60.810 131. 983 18" 07' 27" 21. 051 41. 750 102.220 50" 28' 51' 48. 189 90.061 30.200 134" 30' 29' 72.033 70.900 121. 324 34" 07' IO' 37.231 72.248 30.000 117"22'44.6' 49.321 61. 460 72.545 31" 10' 54' 20. 242 39.481 60.962 16" 15' 15" 8. 706 17.294 79.860 43" 17'35' 31. 694 60.343 42.064 Io· 20' 17' 3.805 7.590 48. 770 46" 32' 28' 20.974 39.616 18.800 121"24'21' 33.505 39.836 76.822 28" 05' 23" 19.218 37.663 /-/ 2.1. 275 137"41 "23" 54.978 51. 127 "0 I' 58' 18. 7 0 3 . 13 ill LAYOUT SCALE I, 500 L-2 !="A 0"189()1 X X X d z 1--1----l "' ::, D 1--1----l ;';'; D D 1--1~---1 < "' w ,., ~ ~<l ,. 0 w >-u, <Il 0 > w w ll'. V, w > f-w <{ "' 0 w f-<{ 0 f-I ' ,, :c "' :c w V) > 0 >-z ~ " ui -, w 0 z: ~ !;. ,_ is fl; :=1 I= ::!I ,_ z: ~ "' ... a. uJ Q ... z "' ~ ! I ... 0 uJ ,_ ... ,_ .,, "' Q. D w ::, V> V> w "' NOTES1 I. FOR COMPLETER/WAND ACCURATE ACCESS DATA. SEE R/W RECORD MAPS AT DISTRICT OFFICE. 2. FOR CURB AL I GNMENT, I SL AND DETAILS, CURB TYPE, AND EDGE DRAINS, SEE CONSTRUCTION DETAIL SHEETS. ffi .N \!2•00 • ?;"6Lo RlcTAIJ'iiNG W'ALL ,. , .. ..,,·~--~ CURVE DATA LINE R {l T A 'A' 1524.051 5°58'47.6' 79.604 FOR REDUCED PLANS r"t:llf'l~l',I <::rAI I:' ,~, "" 1 ,.,e:-..-1:'.-,e L 159.064 _:--_.: _:<:· l:¼~B~3~1 0 I 20 I CONSTRUCTION NOTES ~ CONST 165 rm, AC(TYPE 8) '<::,/. OVER 300 mm Cl2 AB. @-COLD PLANE AC PAVMENT (50 rrm) AND CONST VAR THICKNESS AC OVERLAY TO ~ COLD PLANE AC PAVEMENT ( I IO rrrn) CONST 110 mm AC OVERLAY. @-CONST 100 mm CONCRETE SIDEWALK PER DETAIL ON SHT C-6. .. ,,.,c I ~"t GRADE. "A'40+16.268 POT• 'H"LQ•OO; o.o ···;· ;-··'. •• -t -~-; LEGEND 5-13-97 PLANS APPROVAL DA TE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH,CA 92658 KILOMETER POST SHEET TOTAL TOT Al PROJECT NO. SHEETS o. I 3/0. 97 I l ZD2. 3 I. 71 /32. 08 MOFFA TT & N!CHOL ENGINEERS 3720 SOUTH SUSAN STREET. SUITE 200 SANTA ANA, CA 92704 TIE Sh1fo d' Colffonia ar "6 d'flot!I',; ar O(JNts afv/1 rd bt, f'M/XJ(l&ltie for ftrJ ~ or «itl'fJ(dme&s af fiectrai,; ccplf!8 d' ttis plan 6/rJel. -_-.,_ \',, ',_ ;"-),,",, -· ASPHALT OR CONCRETE PAVEMENT SECTION, NEWPORT BEACH PER CONSTRUCTION NOTES. 40 I 60 I 80 I IZZl [2'.SJ ALL. DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN. CITY CONTRACT NO. r-?AAt:::. CITY OWG. NO. P-&:;i:-~7-<: COLD PLANE AC PAVEMENT AND AC OVERLAY TO PROPOSED GRADE, PER CONSTRUCTION NOTES. COLD PLANE AC PAVEMENT AND AC OVERLAY TO OR I GI NAL GRADE, PER CONSTRUCTION NOTES . cu 1??08 LAYOUT SCALE I• 500 L-3 E'A 038901 0 w >-V, "' > 0 w w 0: V, w > >-w .. 0: 0 ' w >-.. 0 ' o>->-wa, "' '"""o "w 0 Jz w ag " " JV, w <tW :i: uo " ... :i: ' i :,: "' w :,: > 1/1 0 ... >- u ~ w .., ..., 0 0: n. a: 0 ;:: .. .. a: ' 0 ... ... z .. a: .. ... 0 .. z ... • .. a: .. ... ... Cl .. iii a: 0 ... l i ' ,,,.._ ' 0 ... .. .. .. ... • -5¼ ·--·--·-----·---~--~-----~----· ! s l f----~-j---·-· ·--+--+---+--l----+---:'--+--l---J----1----- 4 2 Stcrtfon 0. ., . .... _________ :.._. ·-------------__ , ___ -------1 ---------- I + + + + + FOR REDUCED PLANS f'C!('!~l~I <::rAI I'" HJ"" I 1>1,:"T,:"OC:: +no 0 I 20 I + ◄O I 60 I 80 I + + 5¼ i ' ---·--·-·-·r--·-, DIST COUNTY ROUTE 12 Ora 55, I RE-61STEREO • gv1L e'.NGINEER KILOMETER POST SHEET TOTAL TOT AL PROJECT NO. SHEETS 0. 13/0. 97 18 202. 31. 71/32.08 4-15-97 ~~ DATE J¼ ~ °4{ 1,@ ~ s-13-97 !1~-·-KRAMAN \ - - ---o::: HD. 44030 r PLANS APPROVAL DATE i-'-"='-"c;.;.====-----11• EXP 6-30-97 1t CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD ~/; CIVIL *~ NEWPORT BEACH. CA 92658 (' OF C).\.\~~ 6 4 -········· ......... ..........,2=-, . ... ·-+- ! r,, I ')".>f"\O I R=87). 098 LT 0 w )-"' V) > 0 w w 0: V) w > 1--w <( 0: 0 X w 1--<( 0 ')-)-Ottl w "' 1--0 0 <(W _JZ w ::,o "' u-u _JV) w <(W I uo u 1--J: , 10 JI :c 0: :c w 1/1 > 0 >-z ~ C, "' .., w 8 C ~ .... "" .... !s , 0.. .,, :z 4 "" I= ~ .... :z ... :::E .... "' 2 "" 0.. ... c:, "" :z g§ .... j X Is ... .... ~ Station .,, + + + + + + • cu. "· -I --- I + + FOR REDUCED PLANS ('\l:11r,1~~! <:;rM I::" I~!"" I ,.,LT!:-<><:; + 0 ' 20 I + 40 I 60 ' + 80 ' I I + + CITY CONTRACT NO. r-?RQC: + + + CI TY DWG. NO. O-i:;C:Q7-C::-l (;If I ??OR 5¾ 0¾ -5¾ + .. l ____ ,__ .... ~ri[}~~~~ VER 11 5P ' --, -, ... , . .t pJ2 + ' I 10 4 2 • I □ w >-V) "' > □ w w er VJ w > f-w .. er □ w 1-.. 0 ' O>->-W<D <D 1-0 «w WO -'z BQ t5 -'"' w «WI UC U I-T ' .j w > 0 1-u w , 0 oc Q z 0 ;::: ... ... a: 0 ... .. z ... a: ... ... 0 ... ill .. ... a: :: :!I I I VI -, • 12 10 8 10 8 10 8 8 10 0,, ""· I -----------------------·---f-.-------·1-·--+--t---1 ( ·--1------T -----DIST 12 COUNTY ROUTE Ora 55, I KILOMETER POST SHEET TOTAL TOT AL PROJECT NO. SHEETS 39: n;g2:6a 20 202 "' "' ,---+----+ ···-··· ·····-·· :-· ··--···-······ ·--····-. -· ··~-····-J -'+ T =. i , ... j . ·r .. . 35+80, 000 ····1··· ·-·--1---· -- ! • \ l ·-----.. -·--. ----··---··-,-·-·-------·-----·-----7--- 12 ' RE61Sl"EREO 9"1L ENGINEER •HS-97 ~~"'11.:-: 0A l"E ~ ~ =.l'f.f[ ~ ~ 5 • 1 :I• 9 7 ~~M.A. KRAMAN t PLANS APPROVAL DA TE ""' No. 44o3o 1-c.==,;.;,c.c====c...-----.\1·~ E,¢16-30-97 * CITY OF NEWP0Rl" BEACH 3300 NEWPORT BOULEVARD ¾1:; CIVIL ~~ NEWPORT BEACH, CA 92658 '(" OF c .. u~~ MOFFA l"T & NICHOL ENGINEERS 3720 SOUTH SUSAN Sl"REEl", SUITE 200 SANTA ANA,CA 92704 t---+---+-·--e---+---+---+---t---+--_-+----.,+--:g~0-----~-·-·r----·---~ ~ i u:,' v t-,,.. '36+60L 000 34+''"1.QQQ v• V LO I.O I.O dj U> • I.(') ID "' N ~ ~ -q--• (1} di (n 0) V ~ ~ ~ ~ 0 V ! 10 Thi, Stum r, Callforria or Its ,,fl(}8f"S or Ofl(Jl'ls &hJ/1 rd bt, ll!tSJl(fflllio for tie C1011U"OQ' 3 +35.~!0; e---+-·-·_J J,~1b•-···_··~·.-~.~a•1~.-:-:_-··_.m_.·t===="'=·t._·_·_·_-=··=··_"'_ •• i._·_·===i-··_··_-_··_··t1·_··· __ r __ T_···~t ~JC, ,~H;L~D~·°'=t~.; ~LJ~:;~~·=•~~--~;···,•~=.•t1-=·=·=·-·=·..:·"'::.::,~~!::::"'~•~f··_··_-_·::.+·=··::··::·::.1·=··::··=•=Mj~ ·_··_··+1·_··_··_-,. __ .l······· .. ••.••• .. ··.·.·.+···· .... ··:-~'l·-·-·~:-.-jrP-.•-•-.--_-",---••u_•_·cT""-~-"-"'.,.•-~-~----,-·---,1-.. -.. ~~~~~~~~~~ b r<, r--: ! ! i \ i i l l \ I.O ---~--------~ -~ :----------+---+-·---r---·-;·-----i _____ ,_ --------------,---4,--·-........ -·t ·+ ---L-···+·····-i· -+· : t i 1---+---l-------------i __ _ r0 ~ ~ "' I ----+·-·--·---- <X) "' "' N "' .,; "' "' "' .,; .,; .,; .,; .,; .,; .,; 0 N " _j <X) N N "' "' " .,; N ,.._ .0 .,; __ .J ' . ---------;---· ----+ 8 10 ~ ~ oo ---r C -·-····~ : •• <0 •••• -----p-l • i +· -· •••••••••••• ·+oP··oF-Ln'-MEDIANfLJRBf-' •... ' -4 ·-·················' ! J ~ ~ / ~c----; ---1---~~-, •••• i t··--+---+ ---• , I ! ' J ; i I f ---' U)_ ~ ---· -~ --------e-----____ i,----·-·1---+--·----m .. -·---·.o ..... M•• .fg ··--;;-co ----~ ..... -. .. -.,~--··---...o ~ ~ ~ ~ ~ :; ~ : : : ~ V ::;; N • en ai v• v, u, u, + ________ ,.... __ -·+---+----+--·---f-----'(J't ----...o _ .. _ Oi ______ m ------·----·- oo r--en "' ,,; "' 34 15.000 + + 0 N + + + + ----·-·--j t -- THEORET I C~L .,; .,; .,; ---·-·-V ------N N o, "' "' .,; .,; ··•··•··-·····-····f----+- + + FOR RE0UC£0 PLANS ORIGINAL SCALF. IN Mll.l.l~tTFRS 0 ' + 20 ' + 40 60 J ... I -I I j 8 1--+-~-+ ! -·. _ ·t_ ---•··t--=-t--10 i --------.1 ----lf-----+ I 1-··-····I -······i·····----· ·----·· 1 8 ,----+-----f---1---+---+---1-· -----3;;----·~-·---·-··""'+---+--·+·-········•I "' ,.._ "' 0 N .,; ' ' ' J l ! .._,j _________ ---.. -·--. j----------+--------t-----·• I i N ,.._ .,; I j I 0, N 0 "' -0 ·----·· --m --- 0) <X) : ' I I . ' 80 I + + + + u >- "' <( .;"',t--"'-+--+--+········'---t---!···-....1.Q_ I ; lr1, ' i ------+------+--·· ·---·· -----·--·-----·----·------ 8 ' ---+---~-.. _..1_ __ -1----+--··f--- 10 1---T-· ·---... :;-f .. ! l l ., PR(>Fl~E 8 ' X X >-<O □ w Vl > w Ir w f-<( □ f-7' , '~ w > 0 f-u w ~ 0 a: '- z 0 ;:: i 5 "' ... ... 0 ... z ! = :. .. □ w Vl > w a: w ~1 .. ~ ~~ 8 ··•·· -· -.,,. i .,, .. ------····--·--·-· -1-•.•. ---·-· • t ••-• ••••• ;,_ .. , •-.,. .. _;,,.•,a••-• ,.. I ... "" ,0 N 0 "' <X) 0 "' ... N 0,, , ", , . .. •--·• ... -.... .... ___ _ , ' 39t93. 7112 0 r-- r--.,. 0 .,. ,0 n . ----'--. ·--· ,-·-·-· : . ., 10 8 LO u:> ~ ; cii __ l-----1-- ~=:•:_· :.,,~~]::.::.·:.!:·L=~!J"l,=;;:·"'::1,,=·=· ·;·~=~-~-l-~ .. _·_-~!J. ~---==:•~==·=:;~~O;P;:0;9:'J~~L=---,-:,:.,,tM:E:.D:.·~11[[11, __ :..,_.· _-_-•_ ' 1 · ·_-·_ .. ,, -.. ·' _-· ·-·--_ -_•-,,-, ,, -.+,--·--,-,,i"····-·,,, ·,-,,--•'•-··-·I,' .,,,,,.,,,,,,, ,,,,,,.·,,· ,,,,, , ,, ,. l , ) t l -···T ·-( ------1-·-------i • --~------"j-•.-, r r V, >-~ • 10 0 0 + r-- 1"1 . ··--~· ······ , _______ , ., .. _ i--··· -·-.. J __ _ < I I--"' .; _, 0 <X) r ----"---"---+---u f- I 37+~~:000' ! ! .... L . -l----·---·· ,__a,.__,.··-.1. 1-T~EOREiT I CAJ CEN~ERL Ii NE • .• ---1 -i--· f . ' -1· ' . [ 10 8 10 r--"' ... "' <D .,. i ·---L .• --- r--0 "' ,,; ,.<O 0 r--,,; --· ·••.s-~---1 I ,, __ J l I◊e i J/ ◊£~RT .Sl'JLD ..• C;URB ! ! 8 Stotlon ' 31+00 . ,.,. + +40 + + +00 J ' + t ci 38+45.!('\('\ i 38+20.000 0 <X) l---i ---·· -~ -------•-- ' +40 +60 FOR REDUCED PLANS f'IO pr'~·~· <;r~T ,:-'~· "" I ,.,.,...,..,..,.,, 0 ' " ., " ! . ·----i---- R OUT~ + 20 ' " ' 55 3~+00 60 ' "' "' "' "' N .,,-.!. ....... . , , ···----i---- \,, .. ·-· .... ,,,,._,._, -· .... ...... ;, ....... . <X) .al ·- N 10P OF RT jSHLD ! CURBf 80 ' ""'"''j'''", "' ,. I """' i --- +?O .. +--L ' -----+-----··--·j·-· ·------·-'.··-----------1 [ All DIMENSION$ ARE [IN i METERS iUNLESp OTH9RW I SE! SHOWNf l j , i : + +60 ···-····-'-· 40 DIST COUNTY 12 Ora ROUTE 55, I KILOMETER POST SHEET TOTAL TOT AL PROJECT NO. SHEETS 0. 13/0. 97 ,,, 202.. 3 I. 7 I /32. OB ,._ / £/rA:,,. ) REGISTERED -~ ENGINEER '~ ~ a:~:-9 ~L ~~®'1 {j/ -5_ 13_97 ~ M.A. KRAMAN 't PLANS APPROVAL DATE a:: No, 440JO l-"-"=::.::::,,c;;::c:.:::.::::.:;c... _____ ,11•• Exp~ • CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD ~I, CIVIL ~'it, NEWPORT BEACH, CA 92658 'l' OF CAU~ MOFFA TT 8,. NICHOL ENGINEERS 3720 SOUTH SUSAN STREET, SUITE 200 SANTA ANA,CA 92704 " ,,, . ,. " ,., ··--· _., L. , Ir,, 1??(1Q .. \.. I • t· -;,,- ! ' r i ' I i i i i 1 : PROFILE '., HORlz I' s\Jo VERT I, 5'0 4 I p.,4 r,--. onnn 10 8 10 8 10 10 ·------+---- --.. 1--- 10 ··-+--- 8 • • • DIST COUNTY 12 Ora ROUTE 55, I KILOMETER POST SHEET TOT AL TOTAL PROJECT NO. SHEETS o. 1310. 91 ,,,, e O"' 3 I. 7 I /32. 08 c;c; " ,_ __ ,_ ___ --~-____ ._ ___ ----1---------1----i--+-----1---t---------1------1--•--+--->-ij----~--~---;---l---1-----:----i----l~---~----------,-· ""trio 1-----1---t--1 --+---+---+----+---+---+----+---+----+----+----+----+----+----+-----+---· "-----+----+' ---i ---! ' i I ---_ _,_' ----t----t----jl·--·,-1 ~ 'f ~87, f-----1 • I I ··-.-·• ·-~.--~·:.·.,· ···-··-···-l·-··-··--··-·-··-··+!i-.. 2.-.-~.··-·.· I-·-·· ~r j :;~,;~~i!1) -. o:~;-~/4 ~~~,, ~ ~ ..., REGISTERED' 9¥1L ~NGINEER ·"i 5¾ ox -5¾ 0 w >-V1 ID > 0 w w a: V1 w > f-w <{ a: 0 w f-<{ 0 4 ' D>->-WID ID f-0 "'w 0 .Jz w aQ "' u .J V1 w <!W :c 2 uo u f-' ' ; :c '"' w :c > Ill 0 f->- 0 31 w -, -, 0 "' 2 n. z ~ .. .. "' 0 ... "' 2 z .. "' .. ... 0 .. z IU • 4 .. "' .. ... IU .. :!i z "' 0 ... l i , .A~ IU .. .. .. "' Station • 0,. : : -.~·--.-.·-... ·-.. · l ·· r· .~.::. I I ·-1 ·--·--· _, __ ·-·-·--· ·-·t· . -+ 5 ., 1 ~ . ':fl ig M.A. KRAMAN ~ -,., -""' Ho 44030 -), PLANS APPROVAL DATE 1-~-""'-"-'-'-"-'-===-----\\'il Exp 6-30-97 lf-5 ¾ CITY OF NEWPORT BEACH r,,.'\.. CIVIi~ /4, t--='--J 3300 NEWPORT BOULEVARD ~,.r-~~~ NEWPORT BEACH, CA 92658 '(' OF C~\.\~ 25+7b.ooo ,-... N "' 0 "' ····-··-·------•--··--·-·--·--<Jl, ··-··--O --·-···--0. N N "' "' . .Q " I •, : i 2 +25.aoo "' N ... 0 N "' --~--~ LT Jto I At. CUI B --· r··-1,· . MOFFA TT & NICHOL ENGINEERS 3720 SOUTH SUSAN STREET, SUITE 200 SANTA ANA,CA 92704 -5¾ T/rJ 51"'1, rf C4/lfrrria ar rts rfflai,r.s ar agtds .s/JJII rd bi, flt,SJIOM/ble far ftltl aa:i.nq, ar ~ rf f!ledrodc cq)IM rf ttts JifJfl shlt!!t. ' ' • I -1 ·-7 0 -! --. -1--1-:·· : ,-----+---------l•·-·····-···-·····-+-----r-· • -+----I ! ----------~------·---1-----1 ···---··i····· ·i ' . i ; ! I 1-•• t-·-···· -· -· ! l ] , j , .. J.___ ! ·-·· l··--··-•-·-r-··-(-····· T . i ; : 2·,4+15.600 , 225+io.ooo! ; -F'"i=="""*=-~-·-· -----------------. ________ .,_ __ , ____ -!---------·f· -- 0 0 N ... N N 0 ... "' 1 , , I +· I I ! ·1 ···---·- I .. • ; . . . i -~- • -+·--+--H--·-1'----I ·----r·--:------1 -· I-·-f-·I ·-i i--1 _ l~"l~j--t_ + .. j -- N O '-.0 t-O'I I -'al_------~·---~-0-.----~-----·-0--.of----------~-------- N N r--i T") f") I") ! I l--· 4 I I I -+-----t---+-----+--+----+---,l--+----1--+-----t----'-l--+-----+--l, --+-. --!----,--··-·-·-+--r----+---i---+--...--,1--+---I---I 21;+25. 000 22~+75. ooo 2 +45. 00 I N N " " "' 0 N 0 "' "' " N "' N ···= "' 0 <D ,.._ ... "' "' "' " " " " N N " " T P OF1 RT "' "' N N N ·-. "' N + + + +nO + + +?0 + + FOR REDUCED PLANS ORIGINAL SCALF. IN lvl1! I !lvll'"T!'"FI<:. 0 I + 20 I - 40 I +40 ,o I 80 I + +HO +00 + 2 I . ,. i ' ➔• I '. ·--•••• i •••••• ··~-· . ·-· c·· ·······l·-·-··-4 ......... PR )FIJE 2 T -·· , __ HORtZ I' sbo VER I• 51) I --· ·····Y· P~S l + I r,1 , X X X I >-"' 0 w V) > w ll'. 0 w V) > w fl'. '>-0"' >-w al f-0 <(W D JZ W :::, "' "' u-u JV) w -<W I uo u f-' ) ' • ,n ll'. w > 0 z (.? ,n w C i5 < z: ~ r r V> -, -~ ci z 0 w V> ;:~ w "' 2 8 8 4 2 8 8 4 Station ' ' . 4+ I • ··-··- - --•-·- + + In +SQ I I ....... •.. ... . . . ---' i i l ' ' i 81" LIN~ --·-·- : i ! . +80 5+00 + +40 +60 +80 FOR REDUCED PLANS 0 20 40 --·-··· ~-··-' ' I st -.V ·--00 a; 00 00 a; +410 ' COUNTY ROUTE Ora 55, I • / .Pa .., 4-1s-s1 Zs RE.tJSTEREb_,,e1V-lL ENGINEER 'it1,0~lo_.,."'< __ 5_-1_3_-9_7 ____ 11[~030~-~\ PLANS APPROVAL DATE ... CITY OF NEWPORT BEACH _...=.fil ~ ..._ 3300 NEWPORT BOULEVARD ._, ,-.. NEWPORT BEACH. CA 92658 ~~CALI~ MOFFATT & NICHOL ENGINEERS 1---0 3720 SOUTH SUSAN STREET, SUITE 200 SANTA ANA,CA 92704 Tm Sfvllt d Cdlfam/a or "li dfk:«'6 or Ot,JfJltB 8/rJll m' z,,, fl'811(}l181~ for lhtJ QQaJf1Df or 00/IJi~ d el«Jrodo «¥)1es d tNa t/1111 smti. ! --L •• --···-; •• , •• _______ ··-· --·-···· -..... a) "' ~ st st st a) I I ·I--- ! .... , .......... ----l----.---1---- I i I l 8 . ·f---l- "' "' 00 st "' '"O"J a; i i ·~········-·-·'···········-·············'····· .. ···-·'-···········'·-········1' "' ro ro . ,-,.,_.,.f .. ____ --·--,-. ··-,_,,_ .;.,_. ELEVATIONS : n+ 0 60 80 l ' + ----..... i. +20 i AL( DIM~SIONS ARE :IN ·, M/cTERS <UNLESS OTHERWISE' SHOWN, ; ' : • i ' +4' + +RO CITY CONTRACT NO. CI TY OWG. NO. ,.. . .., ,., .., ,.. n r-r,,-,,7 i ·--l--8 ! ' PROFILE ,.. i ··j·-4 HORI Z I• 5100 VERT I• 50 7+ + +40 , , , , ! 1 l i ! l LLJf---+~·+7 --~-, • •• i • >-m 0 w en > w ,r w I-., 0 '>-om "' 1-0 «w _,2 :, e, u-_, en «w uo 1-,: 1 ,/1 l!i > 0 z " en "' 0 i!5 I-.... I-@5 a.. "' :z g .... 0 I-:z i'! "" .... a.. '-" C .... ~ 0 w en > w ,r w I-., 0 >-m 0 w " u w I u r r <I) -, '= I ! ,; b '-" I-~ "' • 5¾ 0¾ -5¾ 8 8 4 8 6 8 8 4 2 Station .. J I l i I i I +- I ' ··-----1 ~---· i I ! 1 I ' I i I . t--- + j ! + ! l + I I ' ··---L j_ I iXIS Of ' + +40 + + I+ I FOR REDUCED PLANS l"IPl~JNAI C::('l',I C" 1~1 HT!, 1"C"T1'"1><:: ' ' ROT~TION 0 I 20 I + '° I 60 I + 80 I I 1 + i i --·· ·-·----~---:. + CITY CONTRACT NO. r':-?AAj:_ 5¾ 0¾ + CITY OWG. NO. D-l:;C::C17-<::'. DIST[ COUNTY ROUTE Ora 55, I 3 ?: H;'.~2:' oe I e4 2.oe ,,7, ') RE~ISTEREb 1VAL ENGINEER CITY OF NEWPORT BEACH -ti: Exp. G-3o-g7 ~ .._ 3300 NEWPORT BOULEVARD .I>. CIVIL ~ NEWPORT BEACH.CA 92658 :.t~ClrCALI~" MOFFA TT & NICHOL ENGINEERS 3720 SOUTH SUSAN STREET, SUITE SANTA ANA,CA 92704 200 TM statr, ff Cdffcrfio or 1t3 drlctirs or (J(J8ds stall rd IXI rtJISl)(Jfl6INtl rcr ft1J dOCll'OO/ or IX/frpQll!JSS uf flltK:Jrrdc c«/11& <f ttis JJan thf!t. 10 8 4 8 4 2 + I CIJ I ??OR I FA 018901 I ' -2¼ -5¾ 0 w >-V) <D l > 0 w w 0: ········-t-·····-· ···-·-+----i--+- V) 1 w > I-i w ->-O<D w <D ,-o <iW 0 -'z w :,C> " u-u -' Vl w <iW I uo u I-l: 4 ., !JI :,: tr :,: w V) > 0 ,. z ~ " .,, .., w 0 8 is ,_ ... ,_ @5 X Q. V) 5+7 :z c2 ,_ ~ ,_ :z ~ a: 6 ... Q. Lu C :!: I :z 4 I @5 -·-------+···- !!:: ' j ' ! I ; ' ~ ~··· X Lu 2 ,_ ... ,_ Station V) • 0. "'~ .... I ,: _..,,-. __ I "' "' + "' " a, • 000 " .; "' FOR REDUCED PLANS ni;,1r.1...,~1 <:(',',! ~ ,., UII I r•HCTC"O<:; 0 I 20 ' 'i----... ! 40 I i l 60 ' 80 ' + I I I I 12¼ 2'l. I CITY CONTRACT NO. f"'-?ARt::; ' ___ J1:---+--·- CI TY DWG. NO. 0-'sl=:Q7-<:' OY. 8 4 I ! . ' I I a -•--l-.CC.-1 ! 6 6 4 I r:11 l ??08 I FA 0'18901 I ; 10 0 w >-ro V) > 0 w w 0: V) w > f-w " 8 0: 0 X w f-" 0 I 6 '>->-om w m H:, 0 <tW ..JZ w ::, C, " u-u ..Jl/l w <tW I 4 uo u f-• ' "" :,: 0: :,: "' "' > 0 >- z ~ C, Ill .., "' 8 II~ II 0 6 i!s ..... ~ ~ X 0.. V, :z 4 .. a: ..... .... 0 6 ..... i a: ~ ... c::, 4 .. !§ .... ' I ' ,, X ~ ... ..... .. ..... V, , l [ · --•-" · --1-· --·-" · ·i-"·• ------+------- : l 4+4Cl + + + + It I , .. _..,.·. __ I + + FOR REDUCED PLANS nO!r':l~l~I <:l"~I IC l>I "" 1 ,,.C-Tlcl><: 0 ' 20 ' 40 ' 60 ' 80 ' I I ' ---·-----~---·--r-· I CITY CONTRACT NO. ,._.,QQt:: + CI TY OWG. NO. r,_i::c::a7_c- + MOFFA TT & NICHOL ENGINEERS 3720 SOUTH SUSAN STREET, SUITE 200 SANTA ANA,CA 92704 ' ' i • i I r:11 I ??()R j i 7 --. -.,. --·-t-···--.. ---+-.-- ! l + PRbFl~E HOR I z I ' 5~0- VERT I• sp j. -.... _,,,, ... 8 6 4 8 4 6 4 2 10 8 0 w >-"' a, > 0 w w "' "' w 6 > r w <( "' 0 • w r <( 0 4 '>-oa, >-w a, rO <(W 0 _JZ w :, " "' o-0 _J"' w <(W I 2 oo 0 r ,: ' 111 :,: a: :,: ., "' > 0 >- z ~ " "' -, 8 ., C 6 ~ ,_ ... ,_ • ~ V, :z 4 ~ ls ,_ :z ~ a: 2 ~ .... 0 ... ~ ... ! I .; • l5 .... ,_ ... ,_ Station V, • 0,. ,, .. ""'- i 0 0 ·-"-!--·-0 0 0 L +N 0 CQ-· - ' 10!00 L i.. ' ·-i ·--·-,.-·-·-+· -t ' : r------, J. ... i ' ' ' I --I- I -+ + ,, _..,,·~- ! ~---••--·· I i ·i··- ~~ •• u > a, ~--·-·· 0 .. l + u > ---{---• -·--+-·-----·-r----·-- 1 "~B" iLINEi PROFILE ---+ ____ ,_ ---+ ---~ --l--; +60 +$0 1 1 +oo +----·--··-·-i P$ ' 118A •• '-luNEi PR~FIL~ ' ---i- + + + ,._.,.,,·. __ "' 0 0 0 -◊-_., + • -~ + + FOR REDUCED PLANS ,.,,.,,,..,.,,. ,,.,.. .. ' ... _j_ 4 2 -os:,--·---, .... >v W<D 0~ .o; 0) i "" + 0 20 2 +$0 40 60 80 + ---,-l I j 0 0 "' ., • ··-<-,.;=·· N<D ·~ o. -N ~ N + 0 I . "'""" -:·-· ••.. --1 "B~" L!NE PROFILE ' 1 Ali DIMENSION$ ARE 'IN , METERS :UNLES~ OTH~RWISE"SHOWN • I + + CITY CONTRACT NO. r_')QOC + CI TY DWG. NO". n_c:co7 ,:- PG + PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 MOFFATT & NICHOL ENGINEERS 3720 SOUTH SUSAN STREET, SUITE 200 SANTA ANA,CA 92704 Tie Sfal9 d Cdlfordti or Its dffc,rs or O(Jllftl lh:Jf/ fldbe ffl6f)(}nll'" for ttt, ~ or oot,rithnl!& of titldrrJtic CC(iflS d fti/$ ,:i(lfl 6fett. + L __ ,. .. 1 \ i· rl f I ??()A 1. + ···-·--+----+---i ! ! ·-+· ! J. ( i ( PRlFltiE HoRlz VERT P-10 4 2 MEDIAN CURB DATA LINE R t, T L BC ® • A' 789.956 2' 26' 19' 16.814 33.622 2.553 RT "A"32+21. 769 ® • A' 454.665 1'48'50' 7. 198 14. 394 2.551 RT • A" 32+68. 145 @ • A' 38.972 14" 12'42.3' 4.858 9.667 2.549 RT 'A'32+82.620 ® • A' 29.233 18' 59' 09. 3' 4.888 9.687 I. 300 LT "A'33+00.622 I • A" 0.600 186' 28' 45" -I. 952 3. 750 RT 'A'32+21. 701 J • A' 788. 756 2'26'19' 16. 788 33.571 3. 750 RT 'A'32+21. 701 ® • A' 453.465 I' 04' 31' 4.255 8.510 3.750 RT "A"32+68.077 0 w (D • A" 140.000 5"30'46' 6. 740 13.470 I. 438 RT 'A'33+22. 775 >-"' "' 0 > w w a: "' w > >-CURB DATA w .. a: 0 LINE R t, T L X >-.. @ • A' 6.000 99' 54' 59' 7. 140 10.463 0 ® • A" 809. 156 4" 08' 42' 29.282 58.538 C • A' 473. 865 1'58'48' 8. 189 16.376 '>->-oa, w "' ® • A' 350.000 4'36'27" 14,082 28. 148 >-□ «w 0 JZ w :, " "' u-u JV) w «w I uo u >-,: ' \h :,: ALLEY er :,: w "' > 0 >-z ~ ~ -n Cl) -, "' 0 i!l; ,__ -< ,__ ~ a.. !11 .:! ,__ ~ ,__ z: !ii! ,__ "' ~ ..... Q -< ~ X ··~ I ..... ,__ ~ V) • 2.551 RT 2. 549 RT I. 266 RT 2. 572 LT 2.553 RT 3. 750 RT 3. 750 RT 0. 790 RT EC "A" 32+55. 499 'A'32+82.620 'A' 32+9 I. 624 "A'33+10. 141 'A'32+21. 769 'A'32+55.431 "A'32+76.658 'A'33+36.224 CONSTRUCTION NOTES ~\-CONST CONCRETE CURB, TYPE A2-200 \'._'/ PER CALTRANS STD PLAN A87. (32)--CONST CONCRETE CURB, TYPE B3 ~-PER CALTRANS STD PLAN A87. (;4 }-CONST I 00 rrrn CONCRETE SIDEWALK \:'.__, PER DETAIL ON SHT C-6. M CONST STAMPED COLORED CONCRETE 'c::J PER DETAIL ON SHT C-6. (:,~'\_ CONST CURB RAMP, CASE D \:J PER DETAIL ON SHT NSP A88. CLUBHOUSE AVE 16. 650 LT 'A'32+68.078 BC l.6. 650 LT 1- 5.791 LT . 16.650 LT 'S'.9+74.7,82 BCR. 'A' 2•55.4 2 EC A·" 32+891, 8, 9 . V, l-o:: 0 :,: . V, I , 650. LT "A'.31•98,099 PCC g ..J <( > // 34 NI 1•49' 51' E . ,z.646 Future Pork Sfte CENTRAL NO' 34' 01 • E_ 9. 359 AVE / 45,901 NEWPORT BEACH NEWPORT BLVD -SOUTH SEGMENT DIST COUNTY ROUTE SHEET TOTAL NO. SHEETS .. trio I ~"t 12 Oro 55, I ee 202 \ I . I \ RE S·l3·97 PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH.CA 92658 MOFFA TT & NICHOL ENGINEERS 3720 SOUTH SUSAN STREET, SUITE 200 SANTA ANA, CA 92704 rte Shn of cairrornla or Its rfllr»rs or OIJIJds ah,// rd be rflllJ(JMI~ ror It» OIXU"«r" or ~ of elor/dc rop/«s rf Mis plan Mtll!t. ROUTE Nl8"25'08'E 32 I I LEGEND 0.000 JOIN ELEVATION D STAMPED COLORED CONCRETE CURB ALIGNMENT CONSTRUCTION DETAILS SCALE I, 500 ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN. C-1 FOR REDUCED PLANS 0 I 20 I ,o I 60 I 80 I CITY CONTRACT NO. r-?RR'- CI TY OWG. NO. cu 1??08 EA 038901 /"\Plr.lNi\1 <:;r',\I,,. ,~, UOI I '"<"Ti:-t;,c; A-i::;~q7-C:: 0 w >-<D v, > 0 w w <r v, w > ... w <( <r 0 ' ... <( 0 '>->-O<D w CD >-0 <(W 0 JZ w ::i<, " u-u JV) w <( w I uo u ':;; . ,; :i: a: :i: w 1/) > 0 >-z ~ " ., ., w C ii; I-... I- ' I ... cc I- ~ I-; I-cc ~ ~ ... ~ .... • I \, ' .is .... I-... I-V> • CURB DATA LINE R 6 T L A 'AM' 853.848 2· 16'35.5' 16.965 33.926 ® 'AM' 15.000 86" 23' 52. 5' 14. 085 22.619 C 'AM' 3.000 95"15'11.5' 3.288 4. 987 D 'AM' 853.848 oo· 16' 39• 2.068 4. 137 © 'AM" 931. 250 05' 58' 47' 48. 640 97. 192 ® 'AM' I. 000 146.48' 17' 3. 355 2.562 G 'AM' 927.650 01"01'48' 8. 338 16.676 H I AM" 987.350 03"49'38' 32.989 65.953 I 'AM' I. 800 159"49'20' 10. 116 5.021 @ 'AM' 77. 415 3' I I' 55' 2. 161 4.322 K 'AM' I, 800 156" 53' 43' 8.806 4.929 <D 'AM" I. 000 138'24'04.5' 2.633 2.416 M 'AM' 898. 750 7"59' 12.5' 62.743 125.282 N 'AM' 1016.250 6' IO' 15' 54. 779 109.452 6.000 RT 'E'6•07.939 ECR 16.250 LT 'AM'34•34.865 PCC 16. 250 LT 'AM' 34 •00. 194 _ 4. 870 LT 'DI '4+09. 608 12.860 RT 'AM' 34• 11. 278 13.460 RT 'AM'34•50.488 4. 870 LT 'DI' 4• 13. 658 LINE R @ 'AM' 867.648 ® 'AM" 917.450 @ 'AM' 997.550 ® 'AM' 400.000 ® 'AM" 912.550 (D 'AM' 1002.450 I, 200 LT 'E"6+18.022 16.250 LT 'AM'34•59.943 16. 50 T 'AM' 34•64. 159 16.250 RT 'AM'34•65.713 0. 600 LT 'D2'6+43.060 6 T 4• 12' 19' 31. 855 8'05'03' 64.832 6" IO' 15" 53. 771 3• 58' 04' 13.856 7" 50' 48" 62.584 6' 10' 15' 54.035 MEDIAN CURB DATA L 63.682 2.450 LT 129.448 2.450 LT 107.438 2.450 LT 27. 701 I, 712 RT 124.973 2. 450 RT 107.965 2. 450 RT 16 50 T 'AM'35•59.654 BCR 'AM'34•00.297 2.450 LT 'AM' 34+64. 159 2.450 LT 'AM' 35+93. 26 l 2.450 LT 'AM"34+40.312 2.450 RT 'AM'34•67.953 2.450 RT 'AM'35•93.261 2.450 RT ' 0.600 LT '82'7•56.589 12. 650 LT "AM'35•93.2GI 'A' LI NE 30 16.250 RT 'AM' 35•93. 261 ECR 'AM' 34•64. 159 'AM'35•93.261 'AM'37+00. 752 'AM'34•67.953 'AM'35•93.261 'AM"37+00.962 ED * 14.450 LT "AM"36•60.058 .. trio I ~"t DIST COUNTY ROUTE 12 Ora 55, I R~R4-15 S· 13·97 PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 MOFFA TT & NICHOL ENGINEERS 3720 SOUTH SUSAN STREET, SUITE 200 SANTA ANA, CA 92704 Tr,, Stated Cdfforfia ()(' tts lfffotJrs er og«ts $/di rd ti,, rwpmsll/11, for tie ooowiq or ~ d (J/IJ(;trofiC OO/J"1J d ft/$ /ion 8/M. CONSTRUCTION NOTES ~-CONST CONCRETE CURB, TYPE Al-200 ~/ PER CALTRANS STD PLAN A87. r:;;;,,_ CONST CONCRETE CURB, TYPE A2-200 \':_"',,, PER CALTRANS STD PLAN A87. r;;:--.._ CONST CONCRETE CURB, TYPE 82 ~ PER CALTRANS STD PLAN A87. ('.;";\__ CONST CONCRETE CURB, TYPE 82M \:'../ PER DETAIL ON SHT C-6. (;;\_ CONST CONCRETE CURB, TYPE 83 \::Y-PER CALTRANS STD PLAN A87. r;:;-)-_ CONST I 00 nm CONCRETE SI DE WALK \.::':, PER DETAIL ON SHT C-6. (~--CONST STAMPED COLORED CONCRETE V PER DETAIL ON SHT C-6. h7L CONST CURB RAMP, CASE D v_y-PER DETAIL ON SHT NSP ABB. ROUTE 55 'A' LI NE 16.250 RT 'AM'37•00.962 LEGEND D STAMPED COLORED CONCRETE NEWPORT BLVD -MIDDLE SEGMENT CURB ALIGNMENT CONSTRUCTION DETAILS FOR REDUCED PLANS no,r,1~1~, c::r~,~ ,~1 ""' ,,.,,-,.,,-,:,,- 0 I 20 I ◄O I 60 I 80 ' SCALE I• 500 ALL DI MENS IONS ARE IN C-2 METERS UNLESS OTHERWISE SHOWN. CITY CONTRACT NO. r-?AAC: CI TY DWG. NO. p_i::;,::;cn-<:-CIJ 1??0.9 LINE @ • A' ' (D 'A' 0 z "' ::, C LINE z w C @ • A' C ,; ~ < ,,;H a: "' w a. 0 C w w >-"' V) "' > > 0 w w w 0: a: V) B • A' © • A" @ • A' (D • A' © • A' w > f-<8 w <( 0: 0 ' f-.. 0 '>->-O<D w <D f-0 0 «w _JZ w :, '-' "' u-u _J"' w «w I uo u ';: 'u, I 0: I w V) ~· >-z ~ Cl Ill -, w " ~ I-... I-cc 0 ' 0.. V, z ~ I- u. 0 I-z ~ cc ... 0.. '-" C ... z ~ u. ' I )J 'u. ' 0 '-" I-... I-V, • -- R 1468.310 1526,501 R 1454.510 1540.301 8.550 9.275 39.099 39.099 A MEDIAN CURB DATA t,, T L 5' 58' 47. 5' 76.692 153. 245 2. 450 LT 5' 27' I I' 72.695 145.281 2.450 RT CURVE DATA t,, T 5"58'47.5" 75.971 3'42'44" 49.916 184' 19'2.5' 174" 19'2.5' 158. 930 8' 45' 27. 5' 2.994 8" 45' 27. 5' 2.994 L 151. 805 99. 796 27.468 28.057 5.976 5.976 16.250 RT 'A_' 3?-t:9.8_~ 9~4 _"f :: '--,_~' \ ~!- SHEET TOTAL NO. SHEETS BC EC CONSTRUCTION NOTES .. Irle I ~"t KILOMETER POST TOTAL PROJECT 0. 13/0. 97 31. 71/32.08 30 2.02. 'A'37+00. 752 2. 730 LT 'A'38+54.253 ~ CONST CONCRETE CURB. TYPE A2-200 ~ PER CALTRANS STD PLAN A87. 'A'37+00. 752 2. 450 RT 'A"38+45.800 @ ® (D 0 ® ® 00 (Y) CV ") (:] a," ISLAND CURVE R t,, 1.0 123" 31 '23" 15.0 36° 13' 55" 0.305 178' 41 '0 I' - 15.0 38"42'01" N s 1.0 134"01'20' BEARING I 1'40'00.5' E N 68' 16'01' E 75' 30' 02. 5' E N 73'08'01' w ,._.,_:y ,: ·1-6~·:Ef3(f l"( -''.A' 38+54, 253 ., 0 !;/ "' "' ' ., ") <o 0 ., 0) 0) O)' DATA T L I. 862 2. 156 4.907 9. 486 26.549 0.951 5,268 10. 132 2. 357 2.339 DISTANCE "-"' ") 6' 6.453 0. 794 6. 743 7. 231 "' "' "' -·o• "' o· 16:40◊ RT ~-CONST CONCRETE CURB. TYPE B2 ~ PER CALTRANS STD PLAN A87. ~-CONST CONCRETE CURB, TYPE B2M \:'J PER DETAIL ON SHT C-6. r:;;,__ CONST 100 /Till CONCRETE SIDEWALK 'J-PER DETAIL ON SHT C-6. ~ CONST STAMPED COLORED CONCRETE ~ PER DETAIL ON SHT C-6. (;:;\_ CONST CURB RAMP CASE D <.;:_y PER DETAIL ON SHT NSP A88. ------------ "' ., 16. 400 T 'A' 39+58; 250 'A'38+59.815 16.537'RT 'A ''38+39.;464 NEWPORT BEACH NEWPORT BLVD -NORTH SEGMENT 16. 530 LT 'A'39+93. 790 0 ") ., oJ JOIN NIS'-54' 17"E 18. 250 RT 'A'-39+76. 250 F --- I \ 5-13-97 4-15 ENGINEER PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 MOFFA TT & NICHOL ENGINEERS 3720 SOUTH SUSAN STREET, SUITE 200 SANTA ANA,CA 92704 TfB State rf Collforfia or /f6 dflcers or ageds &mil ndbe ~bit, rrr tm aocur00,1 or carrJfflfl8$$ rf elec!ronlc ccpll!JS d ffis (!Ian 6/us. LEGEND 0.000 JOIN ELEVATION D STAMPED COLORED CONCRETE CURB ALIGNMENT CONSTRUCTION DETAILS SCALE I, 500 ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN. C-3 FOR REDUCED PLANS ~-·~ .... --· -0 ' 20 40 ' ' 60 80 CITY CONTRACT NO. ,.._ "'"' ,..,. C I TY DWG. NO. .... ~,..,,.,, ('! I I ??()P, 0 >-m Lu "' > 0 Lu Lu er "' Lu > t-Lu " er 0 ' Lu t-" 0 ' >->-om Lu m t-0 "Lu 0 ..JZ Lu ::, (!) " u-u ..J"' Lu "Lu I uo u I-,: 1 \. :I: • cr :I: Lu V1 > 0 ► z ~ ~ -, Ill Lu C ~ ,_ < ,_ ' ~ ~ ~ ,_ ~ ,_ :z: ~ ct: < a. ... C < :z: ~ .... ! I )i ' ~ ... ,_ < ,_ .,, • CURVE DATA LINE R b. T L LINE A 'CST" I. 750 176' 19' 16. 5' 54.493 5.385 K 'CST' ® 'CST" 190.000 13' 58' 32' 23. 288 46.344 © 'CST' © "CST" 476. 115 5• 42' 52" 23. 762 47.485 @ 'CCM" ® 'CCM' I. 800 132'32'34' 4.095 4. 164 ® 'CCM' I. 000 153' 06' 44' 4. 183 2.672 ® "DI' 53.640 6'52'47" 3.224 6.441 ® 'D2' 13.200 123"25' 13' 24.525 28.434 ® ·02· 68.822 22· 22' 50' 13.615 26.883 I • D2" 15. 700 141'34'48' 45,059 38. 795 LINE @ 'BP' (J) "BP' J "D2' 23.547 70" 51 '5 I' 16. 754 29. 123 --- 15. 508 RT (ly' . 'CST" 2 +35; 549 • · '.C :::::_ 1n~c::~ _·.,--® .,,,.G"·v =--~-~"::~.•"::_ 15.850 RT 'CST'24+74. 146, 6. 000 RT 'E' 4•75. 141 -- 8.40b RT 'E"5+36.419 , 'SA'0+36.419 'SA' 0+63. 540 ANGLE PT ··-· CHE 'BP' I o,oo._r 3 BC ' 'BP'"/ 0+29. 995 : ; BP' I 0+37 ,407 BC MEDIAN CURB DATA R b. T 455. 715 10· 13' 23' 40. 764 458. 715 8'43'24' 34.987 334.000 6"01'48" 17.592 BIKE PATH CURVE DATA R b. T 20.000 85"36' 17" 18.522 9.000 108'54'00' 12.594 L BC 8 I. 31 I I. 500 LT 'CST'25+44.022 69.840 I. 500 RT 'CST'25+55.989 35. 151 I. 500 RT 'CCM'226+1 l.391 L 29.882 17. 106 I. 500 LT 'CCM"225+15.500 N88'15'14'E 16.250 RT 'AM'34+68.560 8.000RT I • 02· 6•00. 093 .......... "f,,,/ I ~~ PCH MEDIAN, PCH SOUTH CURB AND SOUTH SIDE RAMPS FOR REDUCED PLANS "'"'"'"'~' "'""" "' ""' ,,.,:---,,,-.,.., 0 ' 20 I ., I 60 ' 80 I EC .. Irle I ~"t I. 500 LT 'CST'26+25.600 I. 500 RT "CST'26+25.600 2.079 RT 'CCM'226+46.658 0. 350 LT 'CCM"225+73.000 12. 700 RT S· 13·97 PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 MOFFA TT &. NICHOL ENGINEERS 3720 SOUTH SUSAN STREET, SUITE 200 SANTA ANA,CA 92704 Tte State rf Calfforfia or tts lfff01Jrs er O(lflfts shall nd be f'IJ8IJ(JMlble for ftJJ ~ or ~ qf ~ (J(J(JIM (f tti(J plQ() shfd. 0.350 LT 'CCM' 226+ I I. 391 JOIN CURB 'CCM'LINE M ROUTE 1 ' 'CCM'225•72.761 4. 9 0 13.500 RT 'CCM' 225•42, 852 . 755 ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN. CITY CONTRACT NO. r-?ARI=: CITY OWG. NO. o_c:;i;::q7_c::: ,; . CONSTRUCT I ON NOTES . '\f .' ..:" ..... _( . ,' .' ~ CONST c61'ic~E'ri tlJRB. TYPE A 1-200 • ~ PER CALTRANS STD PLAN A87. @-CONST CONCRETE CURB, TYPE A2-200 _.,. • PER CAL TRANS STD PLAN A87. Q CONST CONCRETE CURB, TYPE B2M \::_'..I' PER DETAIL ON SHT C-6. ~ CONST 100 ITlTI CONCRETE SIDEWALK ~ PER DETAIL ON SHT C-6. (;;;\ CONST STAMPED COLORED CONCRETE \:!.Y PER DETAIL ON SHT C-6. ('.;7)-CONST CURB RAMP, CASE D \:!__ PER DETAIL ON SHT NSP ASS. ~ CONST CONCRETE DRIVEWAY, TYPE I I I \:!.':.,I PER DETAIL ON SHT C-6. LEGEND STAMPED COLORED CONCRETE NOSE FLARE PER CITY STD PLAN STD-107-L CURB ALIGNMENT CONSTRUCTION DETAILS SCALE I, 500 C-4 \,1/ I ??OR FA 038901 CURVE DATA LINE R 6 T L A 'CST" 438.315 6"55'29. 5" 26.520 52.976 w , ® "CCM" 46.344 11" 18' 36' 4.589 9. 148 ® 0 @ 'CCM" 46.344 11" 18' 36' 4.589 9. 148 (J) z @ 'CCM' 15.000 76" 17' 32" 11,781 19.973 z " :::, © •Bl' 11.000 81" 07' 12' 9. 415 15.574 c:, z w ® 'Bl' 97.443 29" 13'33' 25.406 49. 705 c:, c:, ,., ., .., © 'Bl• 137. 983 18" 07' 27" 22.008 43.648 ~~ 0:: s " s: w ® •Bl' 96.220 so· 28' s 1 • 45.360 84. 775 <D a. a c:, (i) 'Bl' 124. 183 6° 24' l I" 6. 946 13.878 w w u >-V, v> Q) 51. 698 5"58'07" 5.385 <D 'Bl' 2.695 > > V a w w ® 'Bl' 25.270 17"41'24' 3.932 7.802 w 0: 0:: w V, w © 'Bl' 55. 122 9"27'44" 4.562 9. 103 > f-<8 w .,, 0: a @ 'Bl' 54.374 9"27'44' 4.500 8.980 , f-® 'Bl' 103.420 27"57'35' 25. 747 50.467 .,, a @ '82' 23.600 135" 02' 34. 5' 57.036 55.624 p '82" 113. 324 34"09'36.5' 34.820 67.565 '->->-@ 'B2" 23.000 116"57'24.5" 37.501 46.949 om w <D f-a a ® ·o· 309.501 7"01'58' 19,019 37.990 «w _JZ w :, " " .6. 000 LT u-u _JV) w 'B L'S•.46, 690 «w I uo u ... i .~ r 0: r "' v> > 0 >- 6. 000 LT C 'BI' 5•04. 941 z ~ " iii ~ "' 0 -29 fo 000 ~ .... ... .... 15 ---•• ••. ----, Q. Vl --' ' ·- z ~ .... "-0 .... z ~ "' ... Q. Lu C ... z "' 0 "- ! I j ... , 0 Lu .... ... .... Vl It SIDEWALK CURVE DATA LINE R 6 T "SB' 60.000 43" IO' 14" 23. 738 • SB' 13.500 146" 43' 47" 45. 184 'SB' 106.000 22"56'58" 21. 517 "SB" 30.000 71"22'31.5" 21. 547 L 45.208 .. Irle I ~"t 34.572 42.458 37.372 5-13-97 PLANS APPROVAL DATE KILOMETER POST TOTAL PROJECT 0. I 3/0. 97 31. 71/32.08 SHEET TOTAL NO. SHEETS 32. 2.02. ISLAND CURVE DATA 6.000 LT 'Bl"7•00, 752 R 6 T L 0.300 143" 56' 36' 0.922 o. 754 37.506 14" 18' 43• 3.453 9. 369 0.500 125"54'51' 0.979 I, 099 27. 723 9• 29' 55" 2.303 4. 596 0.500 66" 04' 09' 0.325 0. 577 . 6.000 LT •Bl' 6+ 10. 691 . , _, .,·. ·,, ,,._, 0; • 4.200 T· :~01 '5:f83. 629 , I. 200 RT 'Bl.'6+10,691 'B2" 7+ 13. 006 PCC 'SB' 11•59.610 tC •· 9.85.5 RT 'B2'7+64 .. 116 r:~fisSffi'c'i-k--,,;-;, 2·2.51l0 LT ·'CST"26+2L.3J6 ' I 0+00. 000 BC PCH NORTH CURB AND NORTH SIDE RAMPS FOR REDUCED PLANS ""'"'"'" ,c,.,,, ,-"'" 0 ' 20 ' <O ' 4. 700 LT .-··o· 11+42.215 stahJ cf Cal!forria or Ifs cfflcors or (Jt'Jeds dr:1/I nd be n,spai&/bltt for tt,, ooour<JQ/ oarpfhfflss rf 61ecfronlc ccplas cf tti.s plan steel, ,,...._,,._~\ &. 14.840 LT +54. 157 . 0 10.360 LT +48. 831 0 0 ,,.,....,.,.•~+ga·~/ 15.300 LT 'CCM"225+36.393 15.300 LT TRAFFIC ISLAND SEE DETAIL ABOVE R 1-GHT ,:::RIW ,,_..J ,,,,-. 'CCM' 225+22. 121 S8 I" 34' 55' E 9. 178 60 ' 80 ' ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN. CITY CONTRACT NO. r-?PPC:: CI TY DWG. NO. o_i:;e;:07_,:, ISLAND DETAIL SCALE I• 200 CONSTRUCTION NOTES r,;;;,,_ CONST CONCRETE CURB, TYPE Al-200 ~ PER CALTRANS STD PLAN A87. Q_ CONST CONCRETE CURB, TYPE A2-200 ~ PER CALTRANS STD PLAN A87. ~ CONST ROLLED CURB \::!.J PER DETAIL ON SHT C-7. (';;;\__ CONST 100 mn CONCRETE SIDEWALK ~ PER DETAIL ON SHT C-6. ~ CONST 150 mn CONCRETE SIDEWALK \::!.J PER DETAIL ON SHT C-6. (;;;\_ .. CONST STAMPED COLORED CONCRETE ~ PER DETAIL ON SHT C-6. (';;\ CONST CURB RAMP, CASE D '-:::,:F PER DETAIL ON SHT NSP A88. r;;;,_ CONST CONCRETE DRIVEWAY, TYPE I I I ~ PER DETAIL ON SHT C-6. 'CCM' I NE ROUTE 1 LEGEND D STAMPED COLORED CONCRETE CURB ALIGNMENT CONSTRUCTION DETAILS SCALE I• 500 C-5 Ft,, 03890! 0 w >-V) "' > 0 w w a: V) w > 1--w " a: 0 ' w 1--" 0 '>->-OCD w "' 1--0 0 «w ..JZ w ::,<.> "' u-u ..JV) w «w I uo u 1--1: l " :,: a: :,: "' 1/l > 0 >-z ~ ~ -, "' "' C ~ I-.. I- ' ~ "' z cl! I- Is I-z ~ "' .. 0.. u.J c:, .. z ls u. } i ' ' es u.J I-.. I-"' • -- I. 5 I. 5 .I IO rrrn EXPANSION JOINT MATERIAL 2.4 3.6 2. 4 I. 5 ELEVATION 2. 4 a. 1--r:: :i:-C) -w <( 0 0: <( 1--0: 1/l C) 3.6 11. 4 MIN 10 rrrn EXPANSION JT <TYP) CONST JT FL 2.4 I. 5 I. 2 N 150 rrrn PCC ·I 10 rrrn EXPANSION JOINT MATERIAL 3.0 2.4 PLAN 30 rrrn 3.0 2.4 CONCRETE DRIVEWAY, TYPE Ill NO SCALE WEAKENED PLANE JOINTS SAWED, QUICK-JOINT OR EQUAL 3. 0 3. 0 3. 0 3. 0 3. 0 2.4 2.4 2. 4 2.4 2. 4 0- PLAN 3.0 2.4 SIDEWALK ADJACENT TO CURB SIDEWALK WITHIN GRADED AREA SIDEWALK DETAIL NO SCALE FOR REDUCED PLANS l"IPl(";II\J,\I 0::f'AI I=" !N U11 I ,.,c-Tr.<><:: 0 ' .. trio I ~"t PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH,CA 92658 KILOMETER POST TOTAL PROJECT 0. I 3/0. 97 31. 71/32.08 MOFFA TT & NICHOL ENGINEERS 3720 SOUTH SUSAN STREET, SUITE 200 SANTA ANA,CA 92704 SHEET TOTAL NO. SHEETS The Stth c< Collforria or 1t8 rfflC¥6 or tJliWU IJlrJlf ndl» f'MtJO(IIJll)l(J for ,,., ~ or ~ rf ~ode OOfJ/M rf fti6 plan IV«T. 2. 4 o. 2 ELEV PER ~ PROFILE~ 8. 33%~ .~ 150 rrrn PCC 100 rrrn Cl2 AB SECTION B-B 3.6 & VAR SECTION A-A 20 ' 60 ' 80 ' 15 rrrn BEVELED AT 45" 600 110:1 1301 R=l5 R=25 j .;-· R=l5 2.5% ,· "' ~ ,, ~I t,. t,. t,. t,. "' "' "' "' "' CONCRETE CURB -TYPE B2M NO SCALE STAMPED COLORED CONCRETE VAR L...._, __ su_,_B._G_R.~A···DEJ COMPACTED EXPANSION JO I NT CTYP) 2-IOM BARS CONT I NUOUS ( TYP) STAMPED COLORED CONCRETE DETAIL NO SCALE CONSTRUCTION DETAILS NO SCALE ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN. C-6 CITY CONTRACT NO. ("-?RAt; CI TY OWG. NO. 0-1':;t;CP-C:: ru 1??nR FA ()'3B90 I 0 w >-<D V, > 0 w w a: V, w > r w ., a: 0 X w e-., 0 ' >->-O<D w <D e-o 0 -,w _JZ w :::, "' "' u-u _J"' w «w :c uo u r ,: , vi :i: /11: :i: ., Ill > 0 >-z 3] " .i -, ., C es I-... I-!5 X 0.. .,, :z ~ I- is I-:z '5! I-"' ... 0.. .., C, ... :z !5 .... ! I 1j X b .., I-... I-.,, • , ... ,,.,,.· __ -- LEGEND [iJ 6.35 mn CHECKERED STEEL PLATE WITH RECESSED BOLT DOWN FASTENERS, TYPE 316 STAINLESS STEEL. 18,900 RT 'CST' 25•82. 262 CONCRETE SIDEWALK 2.679 2,521 CHECKERED COVER PLATE DETAIL NO SCALE !)..a 10+19.5 JOIN " '1,• '/.,099 DIKE, TYPE A 10+60.0 JOIN BIKE PATH DETAIL SCALE I• 200 FOR REDUCED PLANS nRIGINill SC/II F IN •~11 I 1•~f'"Tl"P<; 0 L ,o I ,o I ~ 600 600 38 g[ '"" "' 0 '"" N R• I 3 t> t> 6 R• 13 R•25 6 A A I .. Irle I ~"t t> 3 DIST COUNTY 12 Ora ROUTE 55, I KILOMETER POST TOTAL PROJECT 0. I 3/0, 97 3 I. 7 I /32. 08 RE ISTERE V l ENGINEER PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT _BOULEVARD NEWPORT BEACH,CA 92658 MOFFA TT & NICHOL ENGINEERS 3720 SOUTH SUSAN STREET, SUITE 200 SANTA ANA,CA 92704 202 ROLLED CURB DETAIL NO SCALE ThtJ stated Cmfforrlo or tts df/aJr/$ or (J(Jllf'ls shJtl rd be ~th f« fh, l100ll'"cq, or CX!ftJX«-ss tf ~roof,; rop/l!ltl tf ms plan ~- Tr06) mn AC <TYPE Bl mn AB SECTION A-A NO SCALE RUAINING WALL N0.58 ETW. CURB TRANSITION 'BI'' LI NE I, 5 5+70 150 600 600 ES CURB TRANSITION NO SCALE 3. 2 ,_'.'!'ll__----- 1 , 6 ~ l----------- Q TRUCK PULLOUT • "'t-----~6~-~4 ___ --1 Q_ .12. 8 ROLLED CURB 15.B MIN 15Q nm PCC PLAN SCALE1 I I I 00 5+80 CURB TRANSIT I N TRUCK PULLOUT DETAIL TOE OF GUTTER =+_150 CONSTRUCTION DETAILS 60 I 80 ' ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN. CITY CONTRACT NO. r-?RRfi CI TY OWG. NO. R-a::;F:,q7_c; SCALE AS SHOWN C-7 cu 12208 FA 038901 ' ' ' ' '"' <sl~ ::e >-<D 0 w <f> > w O'. >-"" 0 '>-O<D w f-0 <iW _JZ :JO u- _J"' «w uo >-' -) l • }VI O'. w i, z " .. w 0 ~ >-~ a: le V> z ... a: >- "-0 >-z i'! "" ... Q. Lu c:, ... z a: 0 ., s: 0 w <f> > w O'. w f-.,: 0 >-<D 0 w "' u w I u :r :r V) -, ":: i ! ;J ~ Lu >-... >-V> • 0 z :,a :::, C z UJ C C ... "' UJ a. C UJ V) > UJ "' <8 \ I I I \ I +7.8 V G I. 0 ,..6-~ ,;_+6 :_, <\ 0 D \ D V '. ·,::~~~-;, ·" o. 8\ 0,-8 +8;;.<1+"'-"-~---:·-i ~' . ·---.-~• V G I. 0 ,, 0 0 D D 0.8 0.8 J~-:: ~~- -- r75 - 0 B 17.5 EDGE DRAIN PLAN @ SCALE 1,500 +75 +43 +43 V V G G 5. 7 5. 7 KILOMETER POST SHEET TOTAL TOT AL PROJECT NO. SHEETS LEGEND r:51 ~ CONSTRUCTION NOTES .. Irle I ~"t 0. I 3/0. 97 --,~ 2.02_ 31. 71/32.08 ~,_, TCI +64 0 D 0.8 STATION (Vl VENT, (Ql OUTLET, OR ICU CLEANOUT TYPE OF VENT, OUTLET, OR CLEANOUT LENGTH OF VENT, OUTLET, OR CLEANOUT TERMINAL CROSS DRAIN INTERCEPTOR STAMPED COLORED CONCRETE ITYPl 0.46 MIN 2% Q_ CONST MEDIAN LANDSCAPE OPENINGS '-;f AND DRAINAGE PER DETAIL ON SHT C-8. IA<l_ CONSTRUCT EDGE DRAIN, TYPE 6 V-PER CALTRANS STD PLAN D99A. 2-1 OM REBAR CONTINUOUS (TYPI 4 ~-.f--''--------=-__J---=-'i"''-t~+-J 300 rrm MIN 300 rrm MIN 3 SECTION A-A -:::;::;:---..,__...,. ___ ..,,., ~r---'-==-c:··===-----::;::-·:....,s-==-- \ \ \ i' I I I ' MEDIAN LANDCAPE OPENINGS AND LANDSCAPE DRAINAGE PLAN SCALE I, 500 !2•00 ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN . FOR REDUCED PLANS 0 ' 20 ' 40 ' 60 ' BO ' CI TY CONTRACT ,,,... CI TY DWG. NO. n. c:ca7_c-"''""""' .,.,...,,,. '"""' 5-13-97 PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH. CA 92658 MOFFATT & NICHOL ENGINEERS 3720 SOUTH SUSAN STREET, SUITE 200 SANTA ANA,CA 92704 TIJ, St<h d' Cdlforria or ffs rfflo,rs or agtJft6 611,II rdtw, r88{X)Mlble for tttJ oown»J or~ rf eledrodc ooples rf tfis r:Jon sh!Jd. LEGEND [iJ 30 MIL PVC MOISTURE BARR I ER [lJ 150 nm ATRIUM DRAIN [}] 150 rrm ABS RIGID DRAIN PIPE ~ CONNECT ABS DRAIN PIPE TO INLET Rou:tt:: 55 , A' -Lil-If 13-+00' ~ STAMPED COLORED CONCRETE CONSTRUCTION DETAILS SCALE I• 500 C-8 r,1 I I ??OR F/1 01R90! 0 z :::, => 0 z w 0 0 « ,; ~ a: ~--i w "' Q_ 0 0 w w => >-V) V, m V, > 0 w w w er a: V) w > ,_ <8 w ., er 0 X w ,_ ., 0 '>->-om w m ,-o 0 «w -'z w ::, C> "' u-u -' V) w «w I uo u ,_ l: , "' :r er :r "' V, > 0 >-z ~ " "' ..., "' " i!s >---< >--~ X a.. V, z -< a: >-- ::s >--z ~ a: -< a.. "" C, -< z ~ .... ., I < _, ::s "" >---< >--V, • 8,422 LT '0' I 0+98. 000 IIP,,.,c I ~"t 0 0 + 5-13-97 KILOMETER POST SHEET TOTAL TOT AL PROJECT NO. SHEETS 0. I 3/0. 97 "'b ZO'" 31. 71/32.08 V "- <1-15 ENGINEER PLANS APPROVAL DATE 9. 190 a·'? I 8.43 j ~1~ ~ C!TY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH,CA 92658 MOFFA TT & NICHOL ENGINEERS 3720 SOUTH SUSAN STREET, SUITE 200 SANTA ANA, CA 92704 30.362 LT 'O' I 0+35. 563 28,449 LT ·o· 10•35. 2'15 RETAINING WALL NO. 36 ' I 1 CURB AND GU:T ER ~-+,-t-,,TRANSITION i EE , :'"'}.5 1 DETAIL TH IS SHEET -/ / -• -. ----_.,..J'o GUTTE]R DRA/1 N 83-9 I/ ANDO LET SEE I ! ' ' ' / 0 N 0 RETAINING WALL NO. 368 PROPOSED 3. 7 m x 1.8 m RCB ======~:::::::;/k==:"::==E=X=I S=T=2=.=4=m=_=x==I .:-<2~m==R=_ C::::B:.-_/~ >c·- 1 . ! i,' . ,·-_ 1'' r;;::,.. PARKING LOT PLAN ~ SCALE I, 200 FOR REDUCED PLANS 0 20 nn,-,.,., .-,-.., r ••• ' J __ --- ---- ---- ---- - - ---- 60 ' RETAINING CURB DETAIL NO SCALE 2. 4 80 CURB AND GUTTER TRANSITION DETAIL NO SCALE VAR SW & DWY I 00 rrrn COLORED CONCRETE ~ SECTION A-A CITY CONTRACT NO. r-?POC: Ct TY OWG. NO. r> i:::c:07_,:- Tfs 51'1:n <f Ca/lforria or Its rfflO¥s or Ol}Nls sm/1 ~ b, rlJSP(}(IS1bll!I ffY 1h, OIXltrOCf or oomplflleness fl' e/e,ctronla ccplu <f ttls pion sfll!Jf.l. CONSTRUCTION NOTES @-CONST CONCRETE CURB, TYPE Al-200 --PER CAL TRANS STD PLAN A87. ~9)-CONST CONCRETE CURB, TYPE A2-200 _; PER CAL TRANS STD PLAN A87. (1o" -CONST PARK I NG LOT _7 PER DETAIL ON SHT C-9. LEGEND D COLORED CONCRETE XXX TOP OF CURB XXX FLOW LINE XXX FINISHED GRADE PARKING LOT CONSTRUCTION PLAN DETAILS NO SCALE C-9 F l':i ()~R9() I 0 w >-"' <D > 0 w w "' "' w > .... w " "' Cl ' w .... " Cl ' >->-O<D w <D f-0 Cl «w -.,z w ::J" "' u-u .., "' w «w er uo u .... er ., " :c "' :c w V> > 0 >-z ~ " iii -, w 0 i!5 I--c I- ' ~ V, z ~ I- l5 I-z ~ I-a: < 0.. Lu 0 < z is ... ~ I ) ' <5 Lu I-< I-V, • --~-~- SOUND WALL NO 33 / r ! ! PLAN SCALE I• I 00 CONCRETE ALLEY :! ! • · · '. -.t ~-'~-·-~?.+oo TC 1. 12d; ·•-•• FL I. 52. ,.__ a:: 0 i !# EXIST ~W;~= FOR REDUCED PLANS . , J ___ - ----- ------- - - - ---- 0 N 0 2.92 150 nm PCC EXPANSION JT ITYPl , . ., ., ., RETAINING CURB NO SCALE I. 2 VAR nm SMOOTH CONCRETE WEL FINISH ., SEE NOTE -YA.B. • • • • 75 nm KEYWAY ITYP) SECTION A-A NO SCALE IQ nm EXPANSION JT IT:YPl CONST JT FL • "' 0 "' .. trio I ~"t KILOMETER POST TOTAL PROJECT 0. I /0. 97 3 I. 7 I /32. 08 4-15 ENGINEER S•\3·97 PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULE:VARD NEWPORT BEACH,CA 92656 MOFFA TT & NICHOL ENGINEERS 3720 SOUTH SUSAN STREET, SUITE 200 SANTA ANA,CA 92704 SHEET TOTAL NO. SHEETS 31 202 Tie~ d Cdlforrio or 1t8 rffkxlrs or f1(JfJda str:,/1 rd btl rMpOMlble for ff» oca.nq, ar otXrtfJ/thnoss rf tJl«Jr'Mlc OO(]le,,; d tits plan ~. NOTE• I. ALLEY SHALL BE FINISHED FROM EDGE TO CENTER ALONG EACH SIDE, NOT FROM EDGE TO EDGE. SIDEWALK A CONSISTENT WELL DEFINED VEE SHALL BE MAINTAINED. I. 6 ' 150 100 2.0 J/'' .§_. 33,,._ ' . ,. . , nm PCC nm Cl2 AB SECTION B-B NO SCALE 15 AT nm BEVELED 45' o. 42111. o I 3.0 5.84 MIN 150 nm PCC I 1. 0 I Io. 42 0. 421 I I. 0 I I o. 42 SIDEWALK CURB FACE Cv- PLAN NO SCALE 0 204060 CONCRETE DRIVEWAY, ALLEY APPROACH GUTTER GRADE BOTTOM OF CURB ELEVATION NO SCALE CONSTRUCTION DETAILS ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN. SCALE AS SHOWN C-10 ORIGINAL SCAlf !N MILi 11..!l'"TFR<:: L ___ L __ J_ ___ f ___ I ___ J __ I 80 ! CITY CONTRACT NO. <>?RRli CITY OWG. NO. ~-i:.i:;q1-<:. CU I ?208 E'A 038901 ,i S; «I<( ~ "' 0 >-m w "' > 0 w UJ 0: "' UJ > f-UJ <! 0: 0 X UJ f-<! 0 '>->-OCD w m f-0 0 -,:W _,2 UJ "" "' u-u -'"' UJ <!W I uo u f-I " n I 0: I UJ u, > 0 >-z :> " :,s ;;; , UJ 0 :z 0 >--... >--~ X 0.. = :z ... 0: >-- "-0 >--:z w ::,; >--. 0: ... 0.. w C, ... :z 0: 0 "- -' j < ;-> u.. X 0 w >--... >--= • -~ 0 z :,s => 0 z w 0 0 <! O'. w a_ 0 w => u, u, f-w w I u, "' w z ~ 152 I PLAN I, 50 'WI' SEE FOR LINE SHEET 'CS' CONTROL DATA ro ro 0 -' "' N 0 V "' 0 g " V V u, V, " 0 ,r < w w V, ,r f-,r ro "' 0 0 ": "' N 0 V "' 0 0 0 V V V, V, . 0 ,r N < W w"' ,r -f-,r ro "' 0 l~W~L~cc 0-,---.~~----..._ "' "".: .. -.=s==,==sa==;=sac, 0 •13 x~ <TOT # 13 X @:! 0. 450 ITOT 5> STAIRWAY DETAIL NO SCALE •13 o 0.450 ITOT 5) •13 EA STEP <TOT 18) TREAD O. 038 ITYP) RISER HANDRAIL ITYP) •13 X LJ O .450 o. 200 2.00 SECTION (A) NO SCALE 0 20 ,o 60 80 ' ' ' ' ' 3 EQUAL SPACES 21/. 0 ,.._ 0 1 • I I I I STAIRWAY ELEVATION I, 25 5-13-97 PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH,CA 92658 MOFFA TT & NICHOL ENGINEERS 3720 SOUTH SUSAN STREET, SUITE 200 SANTA ANA,CA 92704 SHEET TOTAL NO. SHEETS 37A 20~ Tho St<M ~ C<J/ff()fJl[a or Its dflcer, or agents slr1/I rd b& f8S/]M8/Ne ror tltt acwrocy or ~ af titdrolir: expos d ttJs p/M stm. 3 EQUAL SPACES 60 nm OD x 4 nm GALV PIPE HANDRAIL, SET POSTS IN 100 nm 0 x ·1 I I I I 230 nm DEEP POST ~ I POCKET s IM I LAR TO 01 I 0.075 0 ,.._ 0 CONSTRUCTION NOTES § CONSTRUCT CONCRETE STAIRWAY, LOCATION 2 ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN. CITY CONTRACT NO. r CI TY DWG. NO. CONSTRUCTION DETAILS SCALE AS SHOWN C-11 rt I I ??liP 0 w >-"' CD > 0 w w 0: "' w > r w « a: 0 ' r « 0 '>->-OCD w CD rO <(W 0 -'z w :, " "' u-u _J"' w «w I uo u r I ' :, I ,0: I w V) > 0 >-z ::, " ::, "' , w 0 ~ ~ .. ~ "' 0 ' Q_ V, z .. "' ~ "-0 ~ z ~ ::, ~ "' .. Q_ ~ 0 .. z "' 0 "- ; I I "-' 0 ~ ~ .. ~ V, • , ... ,.,,·-- NOTE• I. FOR COMPLETER/WANO ACCURATE ACCESS DATA, SEE R/W RECORD MAPS AT DISTRICT OFFICE. THIS PLAN ACCURATE FOR CONTOUR GRADING ONLY. FOR REDUCED PLANS ni:;,or,!Nfll <::t'fll I=" HJ UII I l"<"Tl:-QC 0 I 20 I <O I 60 I 80 I Ct TY CONTRACT NO. r-?APC: f':trlc J e- CI TY DWG. NO. Q_ i:;c:Q? .c: DIST COUNTY ROUTE SHEET TOTAL NO, SHEETS 12 Ora 55, I 08 38 202 R6 CONSTRUCTION NOTES CONSTRUCT WELDED STEEL PIPE CONDUIT CROSSOVER PER CALTRANS STD PLAN HB. CONTOUR GRADING SCALE I 1 500 G-1 CIJ I ??OR FA 038901 0 w >-"' V) > 0 w w a: V) w > I-w « a: 0 • w I-« 0 ' >->-0"' w "' I-0 «w 0 _J z w ::, "' "' u-u _J Vl w «w I uo u I- "t ' ,,. :,: 0: :,: w VI > 0 ,_ z ~ " "' -, w 0 ;tis >--< >-~ 0.. V, z -< "' >- '-'-0 >-z .... "' >-"' -< 0.. .... C -< z "' 0 '-'- j ; I • tis .... >--< >-V, di -,., ...... _ - NOTE1 I. FOR COMPLETER/WAND ACCURATE ACCESS DATA, SEE R/W RECORD MAPS AT DISTRICT OFFICE. . c._A1w>, ,:: ,. --< v,n "':,: "'r "'z iii"' l'l VI --<-; .,» ' "' "'--.1 • 0 "' OLD NEWPORT BLVD 'A'38•59.815 EC NEWPORT eoULE.'-/l>,RD 'O' 12•98.641 POT NEWPORT BEACH THIS PLAN ACCURATE FOR CONTOUR GRADING ONLY. FOR REDUCED PLANS 0 20 40 60 80 .. Irle I l"t 'A"40•16.268 POT• 'H' I O+O . 00 4Q+OO 5-13-97 PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOUUi.:VARO NEWPORT BEACH, CA 92658 KILOMETER POST TOTAL PROJECT 0. I 3/0. 9 31. 71/32.08 MOFFATT & NICHOL ENGINEERS 3720 SOUTH SUSAN STREET. SUITE 200 SANTA ANA.CA 92704 SHEET TOTAL NO. SHEETS Tt,, state ff DJ/fforrla or Its lfflcers or {IIJ!ds SM/I rd t:,e feSl)()IISl!W for fie l;DU'<J:¥ or ccnrJ/olrlnoss cf (JlfJCfruic cqi~ cf ffis (ian shtd, CONTOUR GRADING SCALE I, 500 ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN. G - 2 CITY CONTRACT NO. r_')OOC CI TY OWG. NO. I") kC:"l? ,-. r1) I ??OA: rA 01R901 D w >-VI <D > D w w a: VI w > >--w <( a: D ' w f-<( D '>->-D<D w <D >--0 D <(W _JZ w ::, C, "' u-" _J VI w <(W I uo " f-,: l .' JI :,: 0: :,: w "' > 0 >- z ~ C) C/1 .., w 0 i'S ... ~ ' ~ ~ < "" ... ls ... :z ':Iii ... "" < 0.. l.,,J C < :z "" 0 .... ] j I .... ' 0 l.,,J ... < ... V, ., ;. _..,,, __ NOTE1 I, FOR LOCATION AND TYPE OF EDGE DRAINS, SEE SHEET C-8. 2. SANITARY S,£.lYER TO BE IN PLACE OF SYSTEM(I_). CURVE DATA R T PRIOR TO CONSTRUCTION L Id 6. 858 I 22· 2~-59• I I. 364 2.693 CONSTRUCTION NOTES FURNISH AND INSTALL 450 nm RCP. CONST DRAINAGE INLET, TYPE OL PER CALTRANS STD PLAN D72. CONST GUTTER DEPRESSION PER CAL TRANS STD 078. CONST CONCRETE COLLAR PER DETAIL ON SHT 0-16. ENCASE PIPE CULVERT WITH CONCRETE PER DETAIL ON 0-15. ROUT~-:-5~~ THIS PLAN ACCURATE FOR DRAINAGE ONLY. FOR REDUCED PLANS 0 ""'',..""' .,.,..., ,.. ... 20 60 ' BO ' .. trlc I l"t R PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 MOFFA TT & NICHOL ENGINEERS 3720 SOUTH SUSAN STRE:ET, SUITE 200 SANTA ANA, CA 92704 SHEET TOTAL NO. SHEETS 40 202 TfrJ 5tdB d' Ccllfornlo or rts d'f!W/$ or (JfJ8lts slr1il n«b8 fWIXXl8/l:ie for fte OOClJTOC'I or ootrr)l618mss or ~c ccples d' tits pion t;hfd. ~· • ~·-/ \~-'~:·<\ .. i~i' \<:~~}\:~ -~::~---.,~' "2::. 2 -,,-=~~~ %.~.:: .. ,_, __ ~~£--. ' ' ---.1 ·••"? -----,rec<-_;:,;. ~~:\."~~"Ctt:'= --------- ____ l_ .. -"~.::-.-:( --i------ ~-~,;;:c_ ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN . CITY CONTRACT NO. ,.._..,one CITY DWG. NO. n.i::c:<'1'-r. DRAINAGE PLAN SCALE I• 500 D-1 X 0 z "' ::, " z w " " ,; ~ <( <l~ a: "' w IL D " >-w w V) V) a, > > D w w w 0: a: V) w > e-~ w <( 0: D w e-<( D '>->-oa, w a, e-D D <CW _,z w ::,O "' u-u _, V) w <CW I uo u e-" ' '"' :IC 0: :IC "' V) > 0 >-z ~ " ;;; -, "' 0 z ~ ,-.. -< ,-.. "' 0 "-V, z -< "' ,-.. ts ,-.. z 's! ,-.. "' -< "-"' C -< z "' 0 ... ! I \j is "' ,-.. -< ,-.. V, t ~- NOTEs I. 2. DRAINAGE CRITERIA L•3. 0 m. INLET TYPE OL (MOD! SIMILAR TO L•l4' PER CITY STD PLAN STD-300-L-A. EXCEPT FINAL LOCATION TO BE DETERMINED BY ENGINEER BASED ON LOCATION OF EXIST TELEPHONE LINES. R A 6.858 B 6.858 ;:,- CURVE DATA 6 T L 42" 57' 53" 2.699 5. 143 13" 17' 13" 0. 799 I. 590 :L ') ' ' : <XIST 'J4i'i" ' . _, ) 0 20 40 60 60 ' ' ' SHEET TOTAL NO. SHEETS .. Irle I ~"t KILOMETER POST TOTAL PROJECT 0. I 3/0. 97 31. 71 /32. 08 ¥/ 202.. RCP ·-·--~': ri,·~ R,-iv~7: < ALL DIMENSIONS •ARE ,~•,., __ METERS UNLESS OTHERWISE SHOWN. CITY CONTRACT NO. C ! TY DWG. NO. r ...,,..,,.,,. 5-13-97 PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH,CA 92658 MOFFA TT & NICHOL ENGINEERS 3720 SOUTH SUSAN STREET, SUITE 200 SANTA ANA,CA 92704 Th:! Sf~ of Co//fornlo or Its dflcers or agtJllfs shill rd be resp()fl$/b/8 for tt,, ooouroq or c,onplefenass of eleclronlc airies of ftis {ion stm. 55 CAP INLET PER DETAIL ON SHT 0-15. @-FURNISH ANO INSTALL 450 mm RCP. ~ CONST DRAINAGE INLET. TYPE OS ~ PER CALTRANS STD PLAN D72. Q_ CONST DRAINAGE INLET, TYPE OL ~ PER CALTRANS STD PLAN D72. Q CONST DRAINAGE INLET, TYPE GO ~ PER CALTRANS STD PLAN D74B. ~ CONST DRAINAGE INLET. TYPE GI ~ PER CALTRANS STD PLAN D73. CoL CONST MANHOLE PER DETAILS ON ~ SHT 0-1 I & SHT 0-12. Q CONST GUTTER DEPRESSION V:'Y PER CALTRANS STD PLAN 078. ~ CONST CONCRETE APRON V_':;,I PER DETAIL ON SHT 0-13. ®-CONST CONCRETE COLLAR PER DETAIL ON SHT 0-16. ~ CONST PIPE SLOPE ANCHORS V,y-PER DETAIL ON SHT D-16. A CONST CONNECTION ASSEMBLY '-:5 PER DETAIL ON SHT D-14. r:;;;,,_ CONST PIPE CULVERT HEADWALL \c.Y C T P L1:,. ~--CONST CONCRETED ROCK SLOPE PROTECT I ON . '-:5 PER DETAIL ON SHT 0-13. 76 ENCASE PIPE CULVERT WITH CONCRETE N ~ CONST 4,8 m x I. 5 m DBL RCB CULVERT \:_J (MAX EARTH COVER 6 ml PER CALTRANS STD PLAN 081. ~ CONST TRANSITION STRUCTURE · \!_y PER APWA-SCC STD PLN 343-I. DRAINAGE PLAN SCALE 1,500 D-2 ' ,, ; "' e, <EH ;;, 2 0 w >-<O V) > 0 w w a: V) w > f-w <( a: 0 ' w f- <( 0 ,,_ >-0 <O w <O f-0 0 <(W _J z w :, C> " u-u _JV) w <(W I uo u " .,j :,: 0: :,: w V) > 0 >-"' z "' C) ;;; , w 0 z 0 >-... >-er: 0 CL V, z ... er: >- u. 0 >-z "" :::,; >-er: ... CL "" 0 :: z er: 0 u. ' j :; u. ' 0 "" >-... >-V, t , __ ,.,,. __ 0 z "' ::> Cl z w Cl Cl <( "' w "- Cl w V) > w "' <8 a: ► -I .,,n ,,,:r "'r "'z ~"' "'"' -l-1 o► '"' ,.,__, 1 QL,P_ l:l~'llf'.O.~T _0B\V D ~ :~;c;;5:._r:c: ~-:-=~.~'"0-:-,;-•~-~;;:sr~: iv~--_ CONSTRUCTION NOTES .. Irle ®-ABANDON CUL VERT. @-REMOVE CULVERT. @-REMOVE INLET. @-REMOVE CONCRETE (MISC> 55 CAP INLET PER DETAIL ON SHT D-15. @-FURNISH AND INSTALL 450 rrm RCP. CONST CONCRETE V-OITCH PER DETAIL ON SHT D-16A. CONST DRAINAGE INLET, PER CALTRANS STD PLAN r,;;;,,_ CONST ORA I NAGE INLET, \:'Y PER CALTRANS STD PLAN t-.ii·;- , , 5li _,_: . ,---··--. -- TYPE OS D72. TYPE OL D72. ~ CONST ORA I NAGE INLET, TYPE GO ~ PER CALTRANS STD PLAN 074B. ~ CONST DRAINAGE INLET, TYPE GOL ~ PER CALTRANS STD PLAN D72. ~ CONST DRAINAGE INLET, TYPE GI ~ PER CALTRANS STD PLAN D73. Q CONST GUTTER DEPRESSION ~ PER CALTRANS STD PLAN D73. ho\_ CONST CONCRETE COLLAR V PER DETAIL ON SHT D-16. ~ CONST PIPE SLOPE ANCHORS \c_y D A N - ~ CONST CONNECTION ASSEMBLY ~ PER DETAIL ON SHT D-14. Q CONST TRANSITION STRUCTURE <-:Y PER DETAIL ON SHT D-16A. I l"t THIS PLAN ACCURATE FOR DRAINAGE ONLY. ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN. FOR REDUCED PLANS 0 20 ,o 60 BO CITY CONTRACT NO. CI TY OWG. NO. 5-13-97 PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH. CA 92658 KILOMETER POST TOTAL PROJECT 0. I 3/0. 97 31 . 7 I /32. 08 MOFFA TT & NICHOL ENGINEERS 3720 SOUTH SUSAN STREET, SUITE 200 SANTA ANA,CA 92704 SHEET TOTAL NO. SHEETS Th, 5taf9 <f Ca//fornla ar ffs <ffloers or Of)Mls s/til/ f10I b8 ffJS/)/)00/ble for 1/B (1()(;l)l'Qql er OOtl'()I~ (f 6'oc:lron1c ooplos cf ftis plan slw. DRAINAGE PLAN SCALE I, 500 D-3 ('II I ..-,')(HJ ' ' Dr>-W<D <D >-o -<w D -'z w i}Q G -'"' w -<W I UD U >-• , '~ 0 e-[;l , 0 0: IL I I V) .., • 1---7 .. 4 2 0 -I I---------- ----' ; i : ..... . i j , ..... - j I : , 1 i : : 101 AIN o~s-is· EM 1 No f---2-t--+-+-t-,-.-+--,>-+--'--+, -~ .-+-.-.... ,,-+---'--+-"--ir--+_ ..... {rn 2-t~o·'-:-.+-- l • ; --.. __ _;_ I 1--···',·-., .•. , ••• t-·-'· --i---, •.. .,. .•... ,, •• ·t-· '--t---···· ·-.. , .. i --,--- ! t ••• I ·• . ·" ·- Station • I FOR REDUCED PLANS f"lRl(";!N6l c:;r.AI I= IN MIi T l~~<="Tl'"RC: 0 I L _I ..trio I ~Tt i "----"--~"---i"-----"·+----tf-------·------C-----+---f---~--l i ' ! • -------~---~~---'. ____ ..:, ___ ~' --+· ·-'•· _·_·, I ' r I CITY CONTRACT NO. C-?RAfi ROUTE o I srl COUNTY 121 Ora 55, I 13?: n:gz:'6s 143 202 --, 4-15-97 ES RE,<, I STEREO _,,e1 VAL ENG I NEER ('9,oF s 104''1' --~_,·_IS_•_9_7 ___ "~.t~.,o3o~"~~.~ PLANS APPROVAL DATE CITY OF NEWPORT BEACH ____________::f Jf-J-. 3300 NEWPORT BOULEVARD L ,.-.. NEWPORT BEACH, CA 92658 -f~ ~ CA\.. I~ MOFFATT & NICHOL ENGINEERS 3720 SOUTH SUSAN STREET, SUITE 200 SANTA ANA,CA 92704 ; --------f-·+-+·-"·-- 1 ' .. i -----... ---.,. I cu I 2208 I EA 03890 I C--- 3 C-- C-- ·f---1-- 0 -- - - - ' ' ' ! ,, i i 8 ' 0 i w >-V> a, > 0 w w a: V> w > '"" w <t a: 0 7 w '"" <t 0 ' ' o>->-W<ll a, '""0 0 6 «w -'z w i]Q "' u _, V> w <(W I uo u ' 5 '"" "J: ' 'i, a: ., > 0 '"" ' u ., , 0 4 a: .. ' i ' ' ! I ' ' ' i ,. : - -____ .;._ -. ,. : i i ' I i i i5 >-~ '----' I I + I I ~ V') :z: I I ... a: >-2 .... 0 >-:z: '-" j:! a: ... 0.. '-" C ... :z: ls ' ! ' ·l .... ' i J i ' ,., ' .... 0 '-" >-... >-V') 0 ' I ! ' Station • . '., ' ' • ' i ' ' : I ---1 i ' ! r· ' ' • . 1 I I FOR REDUCED PLANS nPlr.lN/11 c:;rAl ~ IN 1.)11 I ,, .. :-T~P<: 0 I T CITY CONTRACT NO. 1';-?RAe::. C I TY OWG. NO. P-i:;i::.q7_<: DI sTI COUNTY ROUTE 4-15-97 ES RE.(; I STEREb _.,.e1vA L ENG I NEER <;) ~e,o~s,0,,,,< __ 5·_13_-~'?!7 __ "~.:,~. 030~-~ PLANS APPROVAL DATE ~ MOFFA TT & NICHOL ENGINEERS 3720 SOUTH SUSAN STREET, SUITE 200 SANTA ANA, CA 92704 ' ' ' ' .. , .... ' i ' : ' '''' '' ' -·~-:·-·--t-·---' -+------!-..-,.--{ ' I--i ' i •. --1···; i ! I cu 12208 I FA 038901 .t ., 7 ' 6 ' ' 5 ' 4 2 ·t---1 '+ 1----l 0 C, w >-V, a, > C, w w er V, w > ,-. w <( er C, w ,-. <( C, ' C,>->-W!O co ,-. C, «w C, Jz w a2 "' u JV, w <tW I UC> u ,-. I ~ :: I w I > VI 0 ,-. >- 0 ~ w -, 0 -, 0: n. i!i ,___ .. ,___ ~ :z .. I= ... 0 ,___ :z ~ Q: .. 0.. '-" Q ~ :z es ... " j < ,.., ~ '-" ,___ .. ,___ V, • t---;--. --· - 8 ' • ..... I -' ----' 6 4 2 S-totlon 0,. I FOR REDUCED PLANS r,c,or: •~•" "'"" c-,., 0 ' i --1 - ' I CITY CONTRACT NO. r-?PPC: CITY OWG. NO. o_i::;c:,:i7 __ ,::, ' ____ _ - - ~----'-------: --- ' I r" l??()R I e, O,R901 , 0 T z ::; ::::, 0 z w 0 0 ~~ ; <( "' " w 0.. 2 0 □ w w V) >-V) > m > w □ w "' w "" V) w > t-~ w <( "' □ ' w t-<( □ ' 0 □>->-wm ., >-o □ "w --'z w aQ "' 0 --'"' w <(W I o □ 0 ' -L - i. I t-~ , i h I "' w ' > I • ···1·· 0 V) t->-. !--" ~ w ' -, ! 0 --, "' .. 3 z: ~ ... ... !§ 0.. ~ ... a: ... ~ ... z: ~ a: ... 0.. Lu c:, ... 5 ... I j )..> ... 0 Lu !;; ... VI • -- i I ----L---l I FOR REDUCED PLANS 0 CITY CONTRACT NO. CI TY OWG. NO. ROUTE 55, I V L ENGINEER SHEET TOTAL NO. SHEETS 2.02. I ·-l i ' . • ' , I -+------i r -l' , : ·1 1 T _..l_ __ _ I ' I --t i __ _L_ I ' ' I ----j--- 1 ! 0 -I , "" ~ •EH " 0 w >-V, "' > 0 w w " V, w > ,_ w <t " 0 ' w ,_ <t 0 ' O>->-wa, "' ,_ 0 "'w 0 -'z w QQ "' u _, V, w <tW I 00 u ,_ I '-' ,iii :,: " "' :,: > V> 0 ,_ >- C) ::, "' ::, , 0 .., " a. z 0 ,__ < ,__ ' ,,: 0 a. V, z < ,,: ,__ .... 0 ,__ z uJ ~ ,,: < a. uJ 0 :: z ,,: 0 .... _, i "" '-' , .... ' 0 u, ,__ < ,__ V, • ·-.. ' . ., -·i ----~---· ' I ! I + ' 1-, + ' I 0 2.,65 RT ' "3,6• 0. 0 z ::, 5 10 z w " " <( 9 a: w Q_ " 8 w V> > ~ 7 10 9 8 7 ' _) __ ........ J i --t-,i '!';1,,:··· --~ ---~-J_,y 6 5 I .---~ j i ~-- 1 l-~.-l-.---L e-----,, ,_ T ~jd 4~ITTTI t 14. Ii RCP t , j --r 4~0 ~\~:· f R~t-7 I ! Station ~ ''" ~,, ,.,_..,.·. __ -~- I --1-· i _, I - t _, ! ... ., t· J4 L ! ' _j ____ -~-,--' I : 3 --·-------1--- -----1--. ----·--'· : 0 ! ! 45p ITTTI ~ $=0.00~0I ---------l- 13. i ---/- 1--------l--- .... ·1 ---- 1 I ! i 6,450 Lf "Bl"i5+90. ,o OS I NLE[ H•2.H28 - GUTTER •=0. 6 D=SO ---,-----•-• -;-, •• -----·:·. -.. - I FOR REDUCED PLANS 0 ' -c I ' .. Irle I ~"t r ROUTE 55, I V L ENGINEER 5-13-97 SHEET TOTAL NO. SHEETS t/7 '7.02. ~-t-------------------1---+.:.P_:clc:;A;_:N_::S_:A::_P.:_P:.,R.::OV:_:A::,L'-"D.:,A.:_TEe.... ____ ,\\' -__ ,_ -!--·- ,, -----+.~::_:?f-os ' ____ [ _ -·---:----··t ! .. L i ----r--- ti ·1-NLET-----\-- i ' ' • -·-1· ·-;--·---'.----•---+-.-----: .. , IJ)_E ,T,l,CAL, . ··1 . 450 ITm X 1-2: 2 CP ! ,-- -t HOR! l VERT i C!TY CONTRACT NO. CI TY DWG. NO. CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH,CA 92658 MOFFA TT & NICHOL ENGINEERS 3720 SOUTH SUSAN STREET, SUITE 200 SANTA ANA, CA 92704 t-----~ Tfi, stato r,f Cr,llforrir, or Ifs r,frfcers or oge,ts sm/1 rd be respcnsltJe for tf1' IJOIM"rJCI or ~ef8r1'ss rf electronic ccples rf ffls ,:Jan sf1'd. i , I if 11.i616 Rt ·e2•\i•77.ds-- M~NHOLE ~'.3• 44,8 M-~.248 W-1.200 -· .. -~ .... -··---·-----] I ' I I, J_ r I I ---------!---·-·-~ I 20.4 RCP ---; r• I I,.,,.,,.._,--, I I I I I I I ", /___,_ ..... ---- / I I p-a 8 7 6 5 4 3 .. ' ... ---... - i >----1----1---i-->---...-- 7 I ..... _,I.. L ··--- I FOR REDUCED PLANS 0 l CITY CONTRACT NO. CI TY DWG, NO. 01sTI COUNTY ROUTE I KILOMETER POST ISHEET TOTAL TOT AL PROJECT NO. SHEETS Ora 55, I 4-15-97 fES Rs(; I STER Eb .,.fl1 v,1 L ENG I NEER <;\ ~~0=-=-5 10"'...,< __ _,,_5 •_,_I "'-3 ·~9'-'-7--11~.:;;~~•o,o~":\\.~ PLANS APPROVAL DATE CITY OF NEWPORT BEACH ~ "° ..... 3300 NEWPORT BOULEVARD "1' ,,- NEWPORT BEACH, CA 92658 ~ ~ CAL I~ MOFFATT & NICHOL ENGINEERS 3720 SOUTH SUSAN STREET, SUITE 200 SANTA ANA, CA 92704 --,-j (,. I -- -------· _j_ __ '_ i. ' - ! .. .L. +---+-----I 1----- ~ I I 'T -f-----i-- ! ' I ' i!l I-.. 6 I-• ~ e, :z .. "' I- "-0 I-:z ~ "' .. 0.. Lu Q .. :z ~ "- ! j 3 • is Lu I-.. I-Station "' • "'· "'" ""'· I FOR REDUCED PLANS ,..,,., ',... '"' ~,..." r -·~ . I i I I ' i 0 ' ------ ' .. ' . ! ' ' i . i I CI TY CONTRACT NO. ,.. _-,o or.: CITY OWG. NO. n ..:r.:n7_.~ ---- -18 ,; .; ~~ s; :,e 0 w >-VI <D > 0 w w 0: u, w > e-w 4 <r 0 ' w e-4 0 ' o>->-W<D a, e-0 0 ""w -'z w B2 "' u _, u, w 4W I uo u ~ ' .~ I <r "' I > U) 0 e->-u " "' " , 0 , Ir ~ z ~ I--< I-"' 0 0.. V, z -< "' I-.... 0 I-z .., i'! "' -< 0.. .., 0 -< z "' 0 ·~ 0 i .... 0 .., I--< I-V, • 0 z " ::, 0 z l,J 0 0 3 ., a: l,J 0.. 0 l,J ::, U) U) <8 2 5 4 3 2 0 Stotlor> O<o. Emt>. i -f----- 1 I i I --i--------- 1 I I I 1 I I ----+-. ' ----!------· _j I I I I- ;__ ! I ' -·--+----·-·--·-·-·---·-· ' ---I- ·-·-. . . --i i ·-r ---j_ i --r-· ------------··t · i ____ J T i I --,--- FOR REDUCED PLANS 0 ' ---~-· --------------: ' I. I I I ·-·-1"·--·. --. ·'--·----··j·-··-i i ! J__ -------+---· I i DRl1NACE sivsTEM i--H◊R-1 Z -I 1--2oi · ! VERT ! I 1 20 i I --+ j_ ,--- : i ' : • • --; • _( _____ _ ' i ! -J-I i --+-----' I ___ i ----- 1 CITY CONTRACT NO. ,... ,..,,.,,..,,. .. Irle I ~"t 3.9· CP 5-13-97 PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH,CA 92658 MOFFA TT & NICHOL ENGINEERS 3720 SOUTH SUSAN STREET, SUITE 200 SANTA ANA,CA 92704 ·-'--' I I -j • I . ---r·-- 1 SHEET TOTAL NO. SHEETS 'f?A 2.02. 9 8 7 6 6 'RC 5 -· oRAttfAGE-rsvs'tEM : . . 1NO -------------,----, CITY DWG. NO. HOR ii Z I• ~00. ---V.ERJ" ___ j_1_5p_. ' ' f - . i. DRAINAGE· I I J i I •i-- PRO ,ILE ' -SCA~E-AS-~HOWN /"'I I I ')'J(H> "' e" ,,H s; "' 0 w >-"' ro > 0 w w 0: "' w > e-w .. 0: 0 ' w e-.. 0 ' O>->-wro ro ""o 0 "w Jz w :::, '-' "' U-u JV> w «w I uo u e-1: ' ;, :z: 0: w :z: > "' 0 e->- " " w " , 0 -, 0: a. :z 0 1--< 1-- ' Q: 0 "-V> :z < Q: 1--._._ 0 1--:z Lo.I i:!! Q: < "-Lo.I C < :z Q: 0 ._._ • 0 z " ::, 0 z w 0 0 3 < a: w "- 0 w ::, "' "' <8 2 i f-----t ---+-- 5 4 3 2 1-------a-. -} 0 Stat!or, ~o. Emt>. I .~---[ I I ,_ I ----i ! --i---------,----,--6. 50-i:-i ; t:J;;f o j_, __ i ' ' I- i I -oL , NLn kc, t 1tt• 1 ,-2 GUT ER W•0. f; __ g_•50 rrm i t·- -j-- 1 I 1 -·I--··· i J I j I I I ! x _ . I :RC_ --· ----:--------, 7 ,- ·._ ..... · __ i I L I I ' i . --1 ' f-l I I I ---. ---~--:.,--~-----: I I -.-4-- 1 I --1-- ····1-·· --!-- i_, .... '....., -___ j __ +-i ! -+ ... J. -, I I -EL B. 650 '--i-,---' I ' ! ----,-J, . . -1-, ' I I s,0,01000 i ---, ___ ( __ -------:------____ )__ ------~--"--···-+., .-. ···-1 +---•----,----•-------, ----------------·------t FOR REOUCEO PLANS i 70.p m ' ' i 1 v~o1 TcHi , __ --~- 0 ----i ' ___ __,_ ! -----t- : ; ----4----·----I ' -·--j_ ' : j ' ""'<.;__1---_-=::_----:- 0_ d -----l-- ;(",J ----_, ____ ----__ , ___ (_ J ; -.i: : s; rrm ii 2,4 RCP _j_ L<'l5.0 :m -_J ---+- 10· 150 ---WEL L,10.~ m --[llRlHNA~cSVSTEM Np- HORIZ' 1•20d ivERL; JL20-• SHEET TOTAL NO. SHEETS .. Irle 'f'f8 2-02.. I ~"t 5-13 97 PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH,CA 92658 MOFFA TT & NICHOL ENGINEERS 3720 SOUTH SUSAN STREET. SUITE 200 SANTA ANA,CA 92704 .__3_-,J Tte 51of8 of Colfforria or ffs off/O!N's or agents s/JJ/1 rd be res;,ooslbl& for tte cocurocy or compllJlemss of declrmlc copies of tlis J)lon sted. .. - -., ____ L -+-- 150 nm rri:n 300 rrin ,rm --!--'----·1··· I , nm. X !I 5() ITTfi W-WLI £_cM£iH----+ . --t---- ----;_ ---- 1 . ' ' '--i _se:cr1~N B{B- tYP I CAL VcO l!TCH S~CT I ON • I NO s4ALE • "'i. j __ _ ---1--1 150 rrm •"-- LOO. 200 00 ,, I i • ! DRAINAGE ~RO~ILE i ' I l -SCA4E -As }HOWN o-i1oe 9 8 7 6 5 CITY CONTRACT NO. CI TY OWG. NO. " w >-<D <fl > " w w er <fl w > r w .. 0: " ' w r .. " '>->-O<D w <D r" " <>:W -'z w ;::, " " u-u -' <I) w <>:W I uo u r ,: , .,,, :,: 0: :,: w V) > 0 >-z i " "' -, w 0 i1s ,_ ... ,_ @5 ' 0.. V> z ~ ~ ,_ z !li! ,_ a: ... 0.. uJ C ... z a: 0 "- ' I ' ,~ .... ' 0 uJ ,_ ~ V> It ,. _.., .. __ 200 rrml= 75 rrrn R 50 rrm 0.. :r NZ ...:~ ST AT I ON ------.i L I NE , 125 rrm X 50 rrm PIPE SEAT 75 rrrn R BOTTOM MANHOLE FRAME & COVER R I NGS & REDUCER I 25 rrm X 50rrm PIPE SEAT rrm R INLET EL SECTION A-A TO BE USED WHEN H=l.2 OR MORE ~ 75 rrm R ct, /)J / A / N 75 rrm R -+-Lµ >--- STEEL REINF. ~ e 100 rrm O. C. PLAN ,. _,.,,·. __ ,. ,.,., .. __ II ,. • 65 rrm RINGS SHALL BE REINFORCED WITH TWO 6 rrm ROUND STEEL HOOPS, 150 rrm AND 200 rrm RINGS SHALL BE REINFORCED WITH 4 HOOPS, TIED WITH NO. 14 A.S. & W. GA. WIRE 200 rrm O.C. II I 1200rrmDIA. .. trio I l"t 5-13· 97 PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 KILOMETER POST TOTAL PROJECT 0. 13/0. 9 31. 71/32.08 MOFFATT & NICHOL ENGINEERS 3720 SOUTH SUSAN STREET, SUITE 200 SANTA ANA,CA 92704 SHEET TOTAL NO. SHEETS so aoe ThJ Sfrio d' Callfcrflla or Its dflONs er Ol}f!llfs shJII nd btJ rospons/b/e for tie GIXU"OCf or ~ cf el«:trcnJc O:J()los rf ftis p/(Jfl 8ht!tl. 1200 rrm DI A. 1-2 CLASS C---..___ MORTAR MANHOLE FRAME & COVER, SEE NOTE •2 MANHOLE FRAME & COVER, SEE NOTE •2 25 rrm AC 300 rrm MAX 150 rrm MIN a: <( > a: <( > rrm 600 rrm 10 rrm 125 rrrn 30 rrm '2J4!__rrrrm~.)j::::---900 rrm SPECIAL 0 MH RCP 80 rrm 900 rrm DIA. 125 rrm •2 TIE BARS 4 REQUIRED •2 COILS 7 REOU I RED 80 rrm z ::> 0 0 co >-1/) <( 1/) Uz ~~ 0.. >- ~ f:j I 50 rrrn 125 rrm 125 mn ECCENTRIC PRECAST CONCRETE CONE 900 rrm DIA. 150 rrm MIN 150 rrm X 5 rrm r~---'l------A-N_Y_S_T_A_ND_A_R_D----f-L:-----f. 50 rrm PIPE SEAT PIPE END ~f <.:> V) Zw w >-_, w w a: _, u <D z H T UNDER 2. 4 200 2. 5 & OVER 255 FOR REDUCED PLANS ,. • . . 125 rrm VERTICAL SECTION OF REINFORCED CONCRETE ECCENTRIC MANHOLE SHAFT MANHOLE ~ @-ill 0-m n1=11r.1N1i1 c::r~1 c-,~, "", •qc-T,:-oc: 0 I 20 I <O I 60 ' 80 I NOTES• :: 8 a: > .. VERTICAL SECTION OF PLAIN CONCRETE ECCENTRIC MANHOLE SHAFT I. REINFORCING STEEL SHALL BE STRAIGHT BARS 40 rrm CLEAR FROM FACE OF CONCRETE. 2. P-DEPTH P MAY BE REDUCED TO AN ABSOLUTE LIMIT OF 150 rrm WHEN LARGER VALUES OF P WOULD REDUCE H TO I. I OR LESS. 3. LOCATION OF MANHOLES SHOWN ON PLAN APPLY AT CENTERLINE OF SHAFT. 4. ALL JOINTS SHALL BE FILLED WITH 1-2 CLASS C MORTAR AND NEATLY POINTED OR WIPED ON INSIDE OF SHAFT . 5. MANHOLE FRAME AND COVER PER DETAIL WI TH LETTER 'D' IN CENTER OF COVER SURFACE OF LETTER SHALL BE FLUSH WITH FINISHED SURFACE OF COVER. 6. ECCENTRIC MANHOLE SHAFT, REDUCER AND RINGS MAY BE PLAIN CONCRETE . FOR UNREINFORCED SECTIONS, THE MINIMUM THICKNESS SHALL BE 150 rrm. 7. TOP STEP SHALL BE PLACED DIRECTLY BENEATH THE MANHOLE COVER FRAME EXCEPT WHERE SHOWN OTHERWISE. SPACING OF STEPS IN SHAFT SHALL BE 300 rrm ON CENTER. DRAINAGE DETAILS ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN. CITY CONTRACT NO. r-?RQC: C1TY OWG. NO. O-s:::;C:Q7-C:: NO SCALE D-11 (:JJ I ??OR FA 038901 0 w >-V, <D -> 0 w w er V, w > ,... w 4 er 0 ,... 4 0 ' >->-O<D w <D i-0 4W 0 ...,z w ::,o "' u-u ---'"' w 4W I uo u ';: i vi :r 0: :r w V) > 0 >-z i " ll1 --, w 0 i!5 I-< I-"' 0 ' 0.. V> :z < I= ~ I-z ':!ii I-"' < 0.. "" C, < :z "' 0 ~ j ! ;-.S .:... ' 0 "" I-~ V> 11P -- § 0 "' DRILL 19 rrm HOLES § "' ,.., § '" SEE FOR FRAME-PLAN 195 LBS 38 rrm =-=k==-=== ,.., '" I I I I 1 . .125"'" SECTION B-B 53 rrm MACHINE FINISH ~ § "' ,.., "' § 2 rrm ,.., "' " " 19 rrm MACHINE FINISH H 93 rrm 116 rrm SECTION A-A 38 rrm 682 rrm COVER-BOTTOM 262 LBS 19 rrm HOLE WROUGHT IRON 2 REO' D \0 12 SETS 8 rrm----STEEL PLATE DETAIL Y 732 rrm 685 rrm 2 "'"·=+-11-~----"6"82=-:rrm=----- 32 rrm 6 ~ 20 rrm 86 rrm COVER TO BE SNUG NOT TIGHT FIT -'--F="'-c;-e:' - - - - --"'r-h--= - - SEE DET A I L ' Y • ----"'r--J.--../ ----,1--<'----'---'--l SEE DETAIL 'Z'---~.1 16 rrm MACH BOLT----ic--BY 200 rrm LONG EMBED 163 rrm --1---M 50 nm X 50 rrm X 6 rrm SQUARE WASHER MANHOLE WALL FOR REDUCED PLANS ,.-,o,r.11,J~I o:::r~• L •~• "" r ,.,c-.,.c-r,..- 2 rrm CLOTH INSERTED RUBBER 563 rrm 600 rrm 793 rrm 175 rrm GASKET MANHOLE FRAME & COVER DETAILS 0 ' 20 ' ,o I 60 ' 80 ' COVER -TOP 262 LBS 0 "' 41 rrm 44 rrm DETAIL Z 8 rrm X 613 rrm PLATE I. 2. NOTESz PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH,CA 92658 KILOMETER POST TOT Al PROJECT 0. I /0. 9 31. 7 I /32. 08 MOFFA TT & NICHOL ENGINEERS 3720 SOUTH SUSAN STREET, SUITE 200 SANTA ANA,CA 92704 SHEET TOTAL NO. SHEETS 51 202 Tl-,, Std9 d CoJ1forfia or Its cfflO¥S or alp'/s NI nd bi, rM(XJM/bltt far fir, atJaTOt¥ or ~ d eltdrcnlc C¢/$S d tf'ls pan slmt. LETTER DETAIL MANHOLE FRAME AND COVER SHALL BE MADE OF GRAY CAST IRON CONFORMING TO THE LATEST SPECIFICATIONS. ALL PARTS OF THE MANHOLE FRAME AND COVER EXCEPT MACHINED SURFACES SHALL BE COATED WITH ASPHALTUM PAINT. 3. MANHOLE FRAME AND COVER SHALL BE TESTED FOR ACCURACY OF FIT AND SHALL BE MARKED IN SETS BEFORE DELIVERY. THE COVER SHALL FIT THE FRAME SNUGLY BUT NOT TIGHTLY. ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN. CITY CONTRACT NO. r-?OOC C I TY OWG. NO. n."i::t::07-<:" DRAINAGE DETAILS NO SCALE D-12 r1 J I ??()R 0 w >-V> co > 0 w w 0: V> w > >-w -->-DCO w al >-0 0 <tW _, z w ::,e> "' u-u _, V> w <tW I uo u >-< ' ~ r 0: r w "' > 0 >-z ~ C) Ill -, w C i!s ,-.. ... ,-.. 15 • "-V, z ... cc ,-.. .... 0 ,-.. z '51 ,-.. cc ... "-uJ C ... z cc 0 .... ! I :.S X ,5 uJ ,-.. ~ V, "' "' 0 ,- '" "' 0 0 0 NOTE• CONCRETE APRON SHALL BE I 00 ITTTI TH I CK SECTION A-A 3.3 0.9 0.6 I. 8 w >-<{ a: "' I l I -~ -T-~-'l_ GRATE ' l FS CONCRETE APRON-TYPE I 00 "' "' 0 -i 00 N "' "' ,.; 0 N FOR REDUCED PLANS FS 0 0 NOTE, CONCRETE APRON SHALL BE I 00 ITTTI TH I CK SECTION B-B 3.0 I. 2 0.6 I. 2 w >-<{ a: "' I l -------------------~'l_ GRATE l CONCRETE APRON-TYPE II @-GJ ~ 0 20 0Rlr.1Nhl <::rll.l F IN ~111 I IMFTFR<; I __ I ___ I 40 I 60 I 80 I .. Irle I ~"t PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 MOFFA TT & NICHOL ENGINEERS 3720 SOUTH SUSAN STREET. SUITE 200 SANTA ANA,CA 92704 SHEET TOTAL NO. SHEETS s2 eoa Tis staf8 cf C<1/ffornlo or Its cff/Ol!Jf'S or at;J(ll"ls shJ/1 rd btJ f"fl6IJ(JIJS/bltl for ttt, ~ or OO(l'()lfJRlfltJSS of ~c ooplas a ttis {JIQfl st«J;. ~'-, ///_/ ' / / <-t ' .,,. \:._::,/ ;;/ CONCRETE APRON-TYPE Ill 0-@J ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN. CITY CONTRACT NO. CI TY DWG. NO. C-?886 R-~697-~ DRAINAGE DETAILS NO SCALE D-13 cu 12208 EA 03890 I 0 w >-<I) m > 0 w w er <I) w > f-w « er 0 • w f-« 0 '>->-OCD w CD f-0 0 «w ..-'Z w ::,C> " u-u -' <I) w «w I uo u f-,: I \II :r 0: :r w V, > 0 >-z ~ " iii -, w 0 iS .... < .... ~ a. V, z: cl! .... ~ .... "' ~ a: < a. u.J C < ~ 0 ~ I ; • ::s u.J .... < .... V, It •· 1 OD MIN OD SECTION B·B -- BACKFILL WI TH I I _,_ ,- / I 1•3•5 MIX CONCRETE ~ ' / / / / ' / ' / ~ 0 0 I PLAIN OR REINFORCED CONCRETE PIPE OR CMP ROUND EDGES OF' CONCRETE PIPE bR ~ ' RCP I I -~-1 I t-, J ;:, ,. OD MIN / ' ' I ,_ I I I I I ---1 I BURN OR CUT PlfE TO SURFACE OF CONCRETE I SECTION A·A I 1 2 Ml X CLASS-C MORTAR ' I w, '.':i -'' zl , 45• I -;ro go•, 100 nm -~ CONNECTION ASSEMBLY FOR SIDE JUNCTION @-ill ~ -=--- , , I ' PLAN FOR REDUCED PLANS ~M,,.,.,., ,.,.,. r ,., .,,, • ,-,r~rMr 0 ' 20 ' ,o ' 60 ' .. Irle I ~"t 01 ST COUNTY ROUTE 12 Ora R~fi L E 4-15- :,•\3•57 PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 MOFFA TT & NICHOL ENGINEERS 3720 SOUTH SUSAN STREET, SUITE 200 SANTA ANA,CA 92704 SHEET TOTAL NO, SHEETS T/111 Sft:h ct' OJ/lforflla or "s lffTOllf"s or ag,xts sm/1 rd t,e ~/blfJ for fttJ aa.u-aw er ct)trl)lrlet1«RJ t1f el&drodc OOf;/M <f ftis Pan slo(Jf. NOTE• I INLET FLOOR ,-~-11315 MIX CONCRETE ENCASEMENT ----CONCRETE PIPE OR RCP TOP OF EXIST RCB CHIP PIPE TO SURFACE OF CONCRETE AND ROUND EDGES ALL CONNECTOR PIPES (WITHIN THE ANGLES SPECIFIED SHALL BE ENCASED WHEN LAID WITHIN THE MAIN LINE EXCAVATED TRENCH, OR WHEN LAID ON FILL WHICH HAS NOT BEEN DENSIFIED . BO ' CONNECTION ASSEMBLY FOR JUNCTION FROM ABOVE 0-@l @-m ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN. Cl TY CONTRACT NO. ,.._ -,oo,-. CITY DWG, NO. r, r,:-,-.n-, r DRAINAGE DETAILS NO SCALE D-14 •"--+----l D w >-"' m -> D w w 0: "' -w > e-w .. "' D ' w e-.. D '>->-om w m e-D -,w D JZ w :, " " u-u _J"' w «w I uo u e-"C , vi r -"' r w Vl > 0 >- z ~ ~ - Ill -, w Cl :z ~ ,_ ... ,_ ~ "-V, :z ~ ,_ ::s ,_ :z ':!ii ,_ cc ... "-"" C ' ... -z cc 0 '-'- ! I .j ' i!; "" ,_ ... ,_ V, • ;. _..,.. __ ~- I 1~00 ~I A •· ,. 0 "' I WIDTH OF TRENCH , 1 1,3,5 MIX--.__-··• CONCRETE I"-. ENCASEMENT I \ •· ,. 0 ~ ,.•.- .. I 0 "' 4-•15 CONTINUOUS FOR PIPE 900 rrrn ID AND SMALLER. 4-•22 CONTINUOUS FOR PIPE LARGER THAN 900 mn ID. CLASS 'B" LAP .. SYSTEM UNIT I b I b I d 10 a 14 b 14 b 14 d TYPE I TYPE II PIPE PIPE ENCASEMENT ENCASEMENT LOCATION DIA DESCRIPTION LENGTH TYPE 450 mn STROM DRAIN 41. 0 TYPE I 17. I LT "A'32+74.0 TO 16.6 LT "A' 32+87. 0 600 ITlTI EXIST SEWER 14.5 TYPE 11 15.6 LT "A"32+72. I TO 17.6 LT "A' 32+86. 0 450 ITlTI STORM DRAIN 3. 5 TYPE I 13.9 LT 'A"33+29.4 TO 13.9 LT "A'33+32.9 680 rrm EXIST SEWER 3. I TYPE 11 19.0 RT 'CCM"225+08.6 TO 19. I RT "CCM' 225+ I I. 7 450 rrm STORM DRAIN 28.5 TYPE I 18.3 LT 'CST"26+12.3 TO 18.5 600 mn EXIST WATER 3.0 TYPE 11 19.9 LT 'CST'26+13. I TO 16.9 450 rrm STORM 0RAIN 5.2 TYPE I 18.2 LT 'CST'26+06.8 TO 18.3 CONCRETE ENCASEMENT @-ill ~ ~ 0--@J @-llil ~l~HDwl~ 0 rrm ~ v?~ ~~ § § ~ 150 rrm , ~ ~(~ w2 MIN I/>: I'. g w u ~ f// 1-"' I~ 6 ~ 0 P. 4 • \-\ >. A >. 4 • 2j t:; "'t-l~-~-~~~:;::;;;~~2:t-+-----'="'L-1 ~ '----i o I I--I 20 nm PLYWOOD -'---r I , I ENCLOSED FORM I I ,,,..---....__ 1 1 4 , I .....;-c---i----;__ ' I 1--..___1,ill I ROUND CONCRETEC~ t( ~I I CORNERS TO MATCH N I ID OF PI PE AND PI PE I i,.. ci I INVERT AT EACH SI DE I L__::,,_.J....:c:_ _ _J I'.._ I I '--...___ EX I ST I NG I I STRUCTURE L ____________ J CAP INLET ~ ~ @ill FOR REDUCED PLANS LT LT LT I ('IQ,r.l~J/11 <::r/11 C' l>l ''It I IHSThQ<:: 'CCM' 224 +90. I 'CST"26+13.3 'CST"26+12.3 0 I 20 I 40 I I, 3, 5 Ml X CONCRETE ENCASEMENT 60 I 80 ' I I DISTI COUNTY 121 Ora /YT L pa .// 1 RE~lSTEREU_,,fo"IVAL ENGINEER MOFFATT & NICHOL ENGINEERS 3720 SOUTH SUSAN STREET, SUITE 200 SANTA ANA,CA 92704 Tt,, srdtJ <f Calfforr,to or fts <ffloers or r)(J8ds sfo/1 rd be fV{XJnSll:M for ttr, ~ or rxxrcl~ or fkdrr:dc eop/'8 <f ffis plan s/rd. FS 450 mn RCP~ p PIPE HEADWALL MATCH GRADE I OO"-coNCRETED ROCK ~-..--, 0 SLOPE PROTECT I ON s~ E ,___ ______ _ ----..:.1:..F:.Ac:'..:1 N:::G:.:·__:M~E~TH~O~D:__:B~>:_~n=Jl..~1:I ~-J~l SECTION A-A 3.0 ,u 450 mm RCP \ 83 l-P~ -~ ---~ ---~ ---~ ~-----+-I i:j PIPE HEADWALL____,. PLAN CONCRETED ROCK SLOPE PROTECTION ()QI _,,.-MATCH C()~ GRADE oo §0 Jg l ()0 ~ ' A Js ()0 88 or 0-0 0 ,,; DRAINAGE DETAILS ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN. CITY CONTRACT NO. r-?AAC:: CI TY DWG. NO. r,_i::;t=;Q?.<:'" NO SCALE D-15 I r-11 I ??()J:l 0 w >-ro U) > 0 w w a: V) w > f-w <( 0: 0 ' w f-<( O· '>->-O<D w <D f-0 «w 0 .J z w ::, " "' u-u JU) w <(W I uo u f-,: I "' :,: 'a: :,: w "' > 0 >-z 3] ~ .., "' w 0 is ,_ ;:: ls 0.. V, z ~ ls ,_ z Lu ::IE ,_ a: ""' 0.. Lu Q < :z a: 0 u.. I I ) ' 5 Lu ,_ ""' ,_ V, • --;:-_..,,._ - ~ 0 0 "' I /1/'&. »-',½\\~::::: I Pfpf Q CONSTRUCTION OF ANCHOR FOR TRENCH WITH SLOPING SIDEWALLS SLOP[ SURFACE OVER PI PE :;:: §1/,/~ INTO UND I STURBED "' ~ SOIL 0 0 "' ~ w SECTION B-B SECTION A-A SURFACE OVER PIPE PIPE SLOPE I• I I I I. 5 I• 2 11 2. 5 I• 3 ELEVATION NOTES• I. PIPE ANCHORS REQUIRED ON ALL SLOPES OF 1•3 OR STEEPER. 2. ALL REINFORCING STEEL SHALL BE NUMBER 15 BARS. 3. 'E' SHALL BE 200 rrm UNLES OTHERWISE SPECIFIED. CONCRETE PIPE ANCHORS 0-@l 0-@l ~ FOR REDUCED PLANS X DISTANCE 3.66 4.27 4.88 5.49 6. I 0 ORIGINAL SCALE IN MILL IMF:TERS w 0 20 40 .. trfo I ~Tt PLANS APPROVAL DA TE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH.CA 92658 KILOMETER POST TOT AL PROJECT 0. I /0 . 31. 71 /3 . 08 SHEET TOTAL NO. SHEETS ss 202 MOFFA TT & NICHOL ENGINEERS 3720 SOUTH SUSAN STREET, SUITE 200 SANTA ANA,CA 92704 ThtJ stde qf Cqllforda or Ifs dflOtJr!i or (1{l8d8 slrJJI rd ti& fllflP(Xl6lble for tt,, aocur«1,1 or CCIIP!Jl'tm&4 ur flltJclnJrlc CQ/)/88 or ttls {ian 8/m. f- NEW OR ~ ExtSttNG--~ PIPE f- NOTES• #!5 Ii:! 300 mn L 11~';,~ L/2 TYP f- I I 90" NEW OR --£K+sT+NG PIPE 90:-----,----1---"' A 3 •15 CIRCULAR TIES •15 Ii::! 300 ITTTI D (rrml 300 450 600 900 1200 1400 ---- 1500 1650 I. A CONCRETE COLLAR IS REQUIRED WHERE THE CHANGE IN GRADE EXCEEDS 0. 10 m PER m. 2. WHERE PIPES OF DIFFERENT DIAMETERS ARE JOINED WITH A CONCRETE COLLAR, LANDT SHALL BE THOSE OF THE LARGER PIPE. D•DI OR D2 WHICHEVER IS GREATER. 3. FOR PIPES LARGER THAN 1650 rrm A SPECIAL COLLAR DETAIL IS REQUIRED. 4. FOR PIPE SIZE NOT LISTED USE NEXT SIZE LARGER. 5. OMIT REINFORCING ON PIPES 600 nm AND LESS IN DIAMETER AND ON ALL PIPES WHERE ANGLE 'A' IS LESS THAN 10', 6. WHERE REINFORCING IS REQUIRED THE DIAMETER OF THE CIRCULAR TIES SHALL BED+ (2 X WALL THICKNESS/ + 200 rrm. 7. WHEN DI IS EQUAL TO OR LESS THAN D2 JO IN INVERTS AND WHEN DI IS GREATER THAN D2 JOIN SOFFITS. 8. PIPE MAY BE CORRUGATED METAL PIPE, CONCRETE PIPE OR REINFORCED CONCRETE PIPE CONCRETE COLLAR ~ @ill ~ ©@ @DJ ~ L T (rrml (rrml 300 100 300 130 300 150 450 225 450 250 450 250 525 275 525 275 0-@l ~ ~ ~ ~ @-w DRAINAGE DETAILS NO SCALE ALL DIMENSIONS ARE IN D-16 METERS UNLESS OTHERWISE SHOWN. 60 80 CI TY CONTRACT NO. CI TY DWG. NO. ~~~~~~~~------'-I C-?RR~ R-":i697-C:: cu 12208 EA 038901 --·-----·-- I I I 01s11 COUNTY ROUT£ I \1cit'!tETlRRo.fE~v 1sHNEJ.1ls1Hi1trls I 2 I Ora 55, I I , ?: H~~2:c\0 156 1202 ~ trio . , / ' -/ £/u •H5-97 ~\\ofE~Sto+ ~ REG I STEREb ,fa'iVA L ENG l NEER rS> ~< .t-""' t S·l3·97 !:? M.A. KRAMAN ;_ PLANS APPROVAL DATE ii No. 44030 JS II 4l Exp.~ -CITY OF NEWPORT BEACH • ~ CIVIL ,.. 3300 NEWPORT BOULEVARD ~q-Qt-CAL 'iiJt.,_ NEWPORT BEACH.CA 92658 MOFFA TT & NICHOL ENGINEERS 3720 SOUTH SUSAN STREET, SUITE 200 SANT A ANA, CA 92704 DRAINAGE QUANTITIES Tt,:, ~ cf Cdlforria er Its rfflotrs or O{Jtlfh slr:Ifl rd btJ ~ for "9 ~ or ~ of (!/tJClrodc ocp/M tf ttis /i"1 sfett. 0 w - - -- --->-Vl z a, 0 z z z '° '° z z t\ -□ --0 ---C: 0 0 □ > --<( :c z \_J 0 w z ... _J w 0: -0 u-_J . ... Vl w -Wal 0 r -w :, ... 0: 0: ... ... w w w w u ... Vl V< :, > >-w 0: ... <( w:::, WU w 00 _J f-... :, :, w z w w <( ... ... w 0: _J ...... f-:::, ... 0:O V<W <( <t-<( <( w 0: _J 0 z ... ... 0: 0 V< -> w ... _J WU we: w !LI :::,w c:-C:N C: C: IL w z -z <( V< -w >-z _J > w 0 o::::, OCI-C: ... 01-''"'' <.0-"-"--> -f-0 DESCRIPTION STATION _J >-z V< :::, :::, _J _J u IL UC: UV< u-WW WV< ' ' IL 0 ... <( -IL V< :::, >-u :::, z ... u Z>-zz Z_J a_:, z 00 00 0 0 u "-zu f-<( w w u -w w 0: OV< 00 Q_J 0 <(0 zo zo z z w 0 --u w w w 0 <.O <.O z ... _J u uu u-_J • _JZ <("' <("' <( W<( ... :, O"-:::, <.O <.O <.O <( <( 0 w w WW z ~ C: "-V<I-_J<( _J w :::, ... ,-C: <( <( <( z z 0 > > >C: -0:O o:u C:"' I w WW WW C: 00: 0: :, r V< f-V< z z z --z 0 0 OU oz OV< OU "'<.O uz :,a_ :,a_ w rw u -<.O WV< V<W ---<( <( <( :, :, :,z IL 0 z- z-Z<( u-V<O <(>-<(>-> Z> z X -IL<( Zf-<( <( <( '>-C: 0: al w w WO <( "' -:, -:,S -al Q_J -·C: C:f-0:f-0 <(0 0 <( w -_J 00 0: C: 0: OCD >-0 D <( 0: 0: o:u u sr :,-:,-::,-o:-::,-"--"--u ::,u u :, I ILU uz 0 D 0 w a, m3 m3 m3 m3 ,-o m m EA EA EA m kg EA EA EA EA EA m m -. <(W 0 .JZ w I a I. 42 0. 59 77 I 0.90 64,69 OL INLET AND GUTTER DEPRESSION 17. I 00 LT "A'32+73.5 D-1 I a ::, "' " u-u I b 41. 0 41. 46 I. 3 s 61, 76 450 mm RCP AND CONCRETE ENCASEMENT D-1 I b .J Vl w <(W I I C 2.48 0.59 77 I 2.44 64,69 OL INLET AND GUTTER DEPRESSION 16. 749 LT "A'33+14. l D-1 I C uo u I d 37.2 2. 23 3. 5 s 61, 76 450 mm RCP AND CONCRETE ENCASEMENT D-1 I d 2 a I. 63 2. 10 77 I I. 20 64,69, 70 OL INLET AND GUTTER DEPRESSION I. 650 LT • E' 6+14. 7 D-2 2 a 2 b 52.8 0.8 s 61 450 mm RCP D-2 2 b I-77 I. 34 64,69 OL INLET AND GUTTER DEPRESSION 16.697 LT 'A' 34+06.2 0-2 2 ,: 2 C I. 72 0.59 I C ' i,n r 2 d 9. 3 0.09 3. 9 s 61, 72 450 mm RCP AND CONC SLOPE ANCHOR 0-2 2 d -'« r 2 e I 71 CONCRETE COLLAR 15.583 LT "A" 33+96. 8 D-1 2 e w V< > 2 f 3. 2 3. 9 s 61 450 mm RCP 0-1 2 f a >- z ~ 2 g I 71 CONCRETE COLLAR 15. 171 LT 'A"33+93. 7 0-1 2 g " -2 h 12.8 I. I s 61 450 mm RCP D-1 2 h --, '" w 2 l I 71 CONCRETE COLLAR 2.498 LT • A• 33+91. 8 0-1 2 l 0 2 J 4, 5 0. 8 s 61 450 nm RCP D-1 2 J 2 k I 71 CONCRETE COLLAR 2. 500 LT 'A'33•87.2 0-1 2 k 2 I I 53 REMOVE INLET 9,653 LT 'A'34•03.8 0-2 2 I 2 m 18.6 52 REMOVE CULVERT 0-2 2 m 3 a I. 54 0.59 77 I I. 08 64,69 OL INLET ANO GUTTER DEPRESSION I I. 532 RT • A' 34+12.8 0-2 3 a ~ 3 b 28. I o. 6 s 61 450 mm RCP D-2 3 b >-.... >-~ 4 a I. 63 0. 59 77 I I, 20 64,69 OL INLET ANO GUTTER DEPRESSION 17, 112 RT 'A' 34+65. I D-2 4 a a.. 4 b 3.6 I. 7 s 61 450 mm RCP 0-2 4 b V, z CONCRETE COLLAR 20.567 0-2 4 .... 4 C I 71 LT • A" 34+67. 2 C I= 4 d 13.3 0. 17 I, 7 s 61, 72 450 mm RCP AND CONC SLOPE ANCHORS 0-2 4 d ls 4 e I 71 CONCRETE COLLAR 30.996 LT "A'34+74.3 D-2 4 e >-4 f I, 8 0.2 s 61 450 mm RCP 0-2 4 f z ~ 4 g 0.68 26 74 HEADWALL 32.493 LT 'A' 34'75. 3 0-2 4 g a: 4 h 3.44 75 ROCK SLOPE PROTECTION 33,740 LT "A" 34+76. 2 0-2 4 h .... a.. "" 0 5 a I 53 REMOVE INLET 19, 196 LT 'CST' 25+ 7 I. 6 D-2 5 a ' 5 b 0.6 3. 98 I. 10 77 I I. 90 52,64,69 OL INLET ANO GUTTER DEPRESSION 19,352 LT 'CST' 25+71.6 D-2 5 b .... -z ~ LL ' I SHT TOTAL 0.0 19.2 2 0 0 207.6 15, 08 6. 40 43.69 3. 44 565 0 0 7 0 6 ----' i5 "" DRAINAGE QUANTITIES >-.... >-V, di CNl NOT A SEPARATE PAY ITEM, FOR INFORMATION ONLY. ALL DIMENSIONS ARE IN D-17 METERS UNLESS OTHERWISE SHOWN. I FOR REDUCED PLANS 0 20 <O 60 80 I CITY CONTRACT NO. CITY OWG. NO. I cu 12208 I EA 03890 I ORIGINAL SCALE IN MILL!METERS ' ' ' ' ' ' I C-2886 R-5697-S I I I &I REVISED PER ADDENDUM NO. I DISTI COUNTY ROUTE KILOMETER POST j'SHEETI TOTAL I TOT AL PROJECT NO. SHEETS 12 I 0. I 3/0. 97 15"7 l'i.Ot.. Ora 55. ! 31. 71/32.08 ~ trio / / --, I PO, / 4-15-97 ~~oFESS 10.-,, J RE/2lSTEREb_,,£1VAL ENGINEER rS' "< ,.,,q,; ~ • 0 5-13-97 !:! M.A. KRAMAN 'i PLANS APPROVAL DATE ~I No. 44930 ie II {I: £)(p. 6-30-97 I- CITY OF NEWPORT BEACH • J}. CIVIL ,.. 3300 NEWPORT BOULEVARD -fJ-e-o,,-CALl~s; NEWPORT BEACH. CA 92658 MOFFATT & NICHOL ENGINEERS 3720 SOUTH SUSAN STREET, SUITE 200 SANTA ANA. CA 92704 ., "' Tts Staf8 if California or ffs rfflotrs or Ol}fJ(lls s00/1 nd be resf)()(ISlbffl for tr,, oowrocy ~<( ~ or CXJll'Pf1fen8ss of e/eatrOf!lc CO(Jlr,s if lfis {Xan lihed. 2 DRAINAGE QUANTITIES 0 w ------->-V) z z z :S :S z z z 0 a, -0 --0 ---a: 0 0 □ > □ --"" . z 0 w z I-_, I w O'. -0 u-_, . I-V) w -wen 0 I -w ::, I-w a: I-I-w w w w u I-V, V, ::, > I-w a: I- I-W::J WU w 00 _, I- I-::, ::, w z w w -< I- I-w a: w 1-1-1-::J I-0:0 V>W <{ <(-<( <( w a: _, 0 z I-I-O'. 0 V, -> w I-a: WU WO: w O.I ::JW a:-O:N a: a: a. w z -z <( V, -w >-z _, > w u a::::, a'. I-a: I-01-'-"'' (.'.)-"-"--> -I-0 DESCRIPTION STATION _, >-z V, :::, :::, _, _, z a. ua: UV> u-WW WV> ' ' a. 0 I-<{ -a. V, :::, I-u :::, z 0 I-u ZI-zz Z-' a.::, z 00 00 0 0 u "-zu I--< w w u -u w a: OV> 00 0-' 0 <{0 zo zo z z w 0 --u w w w 0 (.'.) (.'.) z _, u uu u-_, . -'Z <( "' <(W "" w« I-::, Ou. :::, (.'.) (.'.) (.'.) <{ <( 0 w w w-z ~ a: "-V>I-_, <( _, w :::, I-..,_ a: <( <( <( z z 0 > > >u -a:o a:u a'.'-' I w WW WW a: oa: a: ::, I V, 1-V) z z z --z 0 0 QV) oz OV> OU "'"' uz ::, a. ::, a. w IW u -(.'.) WV) V1W ---"" <( <( ::, ::, ::,-a. 0 z-z-z« u-V10 <( >-<{ >-> Z> z X -a.<( ZI-<( <( <( '>-a: a: a, w w w::, "" "' -::, -::, -0'.> 0-' -a: 0:1-0:1-0 <(Q 0 <( w _ _, 00 a: a: a: 0 <D >-0 0 <{ a: a: a:-u .,. ::,-::,-::,-a:-::,-u.-u.-u ::,u u ::, I a.u uz 0 0 0 w <D m3 m3 m3 m3 1-0 m m EA EA EA m kg EA EA EA EA EA m m . . -<W 0 -->Z w 6 a I. 04 0. 46 79 I 0. 90 63,69 OS INLET AND GUTTER DEPRESSION I. 063 RT • CST" 25+60.0 D-2 6 a :,e> "' u-u 6 b 9.0 0.6 s 61, 76 450 mm RCP D-2 6 b __,v, w -<W I 6 C I. 22 0.46 79 I I. 18 63,69 OS INLET AND GUTTER DEPRESSION I. 058 RT 'CST' 25+70.0 D-2 6 C uo u 6 d 18.0 0.9 s 61, 76 450 mm RCP D-2 6 d 6 e I. 27 0. 46 79 I I. 24 63,69 OS INLET AND GUTTER DEPRESSION I. 049 RT • CST" 25+89.0 0-2 6 e 6 f 0.9 2. I s 61, 73 450 mm RCP 0-2 6 f ';: 7 a I 55 CAP INLET I I. 4 13 RT "CCM" 224+75.6 D-2 7 a ; ln :i: 7 b 4.2 51 ABANDON 450 rrm RCP 0-2 7 b -O'. I w V) > 8 a I 55 CAP INLET 10.560 LT "CCM" 224•86.4 D-2 8 a 0 >- z ::, 8 b 17. 2 51 ABANDON 450 mm RCP 0-2 8 b ::, " --.., Ill w 9 a I. 42 0. 59 77 I 0.90 64,69 OL INLET ANO GUTTER DEPRESSION 19.350 RT "CCM" 224+75.6 0-2 9 a C 9 b 36. 3 I. I s 61 450 mm RCP 0-2 9 b Ii\ -. . . . -·-. .. . .. . ... . . . . -.. V v, •v V• ,v '" ' .. ',. " ·" o v, C U C V V ~ - ' --~ ---u u Jo C -" aov 10 C 2.03 207 I I. 94 68 MANHOLE 23.285 RT 'CCM'' 225+12.6 0-2 10 C 10 z d 10.3 I. 5 s 61 450 mm RCP 0-2 10 d 0 10 e 0.90 0.94 119 I I. 28 67, 70 GI INLET AND APRON 32. 821 RT 'CCM' 225+[9.0 0·2 10 e -1--10 f 0.9 2. 2 s 61, 73 450 mm RCP 0-2 10 f ... 1--"' 0 c.. 11 a I. 54 0. 59 77 I I. 08 64,69 OL INLET AND GUTTER DEPRESSION 8.812 RT 'D2" 5+65.9 0-2 11 a V, z ... 11 b I. 5 I. 3 s 61 450 mm RCP D-2 11 b "' 1--11 C I 53 REMOVE INLET 6.637 RT "02· 5+66.2 D-2 11 C w.. 11 0 d I 71 CONCRETE COLLAR 6.637 RT "DZ" 5+66. 2 0-2 11 d 1--z ..... 12 I. 16 0. 46 79 I I. 08 63.69 OS INLET ANO GUTTER DEPRESSION 12. 150 RT 'CCM" 225+44.4 0-2 12 :::,; a a 1--"' 12 b 2.8 0.8 s 61 450 mm RCP 0-2 12 b ... c.. ..... 0 13 a I 55 CAP INLET ' 20. 665 RT "CCM" 225•55.2 0-2 13 a ... -z "' 0 w.. -i ' SHT TOTAL 21. 4 0.0 I 0 3 79. 7 10.58 3.98 0 0 796 I 0 6 I I . . . . j ~ & fil fil 0 ..... DRAINAGE QUANTITIES 1--... 1--V, "' IN) NOT A SEPARATE PAY ITEM, FOR INFORMATION ONLY. ALL DIMENSIONS ARE IN D-18 METERS UNLESS OTHERWISE SHOWN. I FOR REDUCED PLANS 0 20 ,o 60 80 I CITY CONTRACT NO. CI TY OWG. NO. I I & I REVISED PER ADDENDUM NO, I I ., .; <EH s: "' 0 w ------>-VJ ;c: z z z z z z z m -0 □ 0 -----> --0 w z f--w 0: -0 u,. VJ w -Wal -w :, f--w 0: >-f--w w w w > >-w 0: f--f--w:::, WU w 00 -' f--f--:, ::,; w <( f--f--w 0: w f--f--f--:::J f--0:0 VlW <( «-<( <( 0: 0 Vl -> w f--0: WU WO: w D._I :::,w o:-O:N 0: 0: w >-z -' > w u 0::::, O:>-0: >-O>--'-'"' C?-"-"-Vl :::, :::, _J _J z Q_ uo: UVJ u-WW WVl ' ' >-u :::, z 0 >--u Z>--zz Z-' Q_:, z 00 00 0 0 <( w w u -u w 0: OVl 00 0--' 0 <(0 zo zo z z 0 '-' '-' z _J u uu u-_J • JZ <{<Q "'"' <( W<r <( <( 0 w w w-z ~ 0: "-Vlf--_J<{ _J z z 0 > > >u -0:0 o:u O:>C I w WW WW 0: 00: --z 0 0 OVl oz OVJ OU "''-' uz ::,;o._ :, Q_ w IW <( <( <( ::,; ::,; ::,;-Q_ 0 z- z-Z<r u-VlO <r>-«>-> Z> ' >-0: 0: "' w w w:, <{ "' -::,; -:, -a, Q_J -o: 0: f--O:f--0 «o 0 '° >-0 0 <( 0: 0: o:~ u .,. ::,;~ ::,;~ ::,;~ o:~ ::,;-u_~ u_~ u ::,;u w '° m3 m3 m3 m3 f--0 m m EA EA EA m kg EA EA EA EA <(W 0 JZ w 14 a I. 77 0. 70 77 I :::, C> "' u-u 14 b 28.5 21. 89 -' VJ w <(W I 14 C uo u 14 d 33.4 3.39 15 a 0.86 o. 94 I 19 I 15 b 13. I ':: "' I 16 a 0. 78 I. 13 I 19 I -0: I 16 b 12.2 w Vl > 16 C I. 71 o. 59 77 I 0 >- z ::,s 16 d 20.4 ::,s " -16 I -, e "' w 16 f o. 3 4. 37 207 I " 17 a I. 16 0.46 79 I 17 b 49. 8 17 C I. 41 0. 46 79 I 17 d 14. I 17 e I. 27 0. 44 148 I z 0 17 -f 15.3 I-17 I. 79 0. 59 77 I """ g I-"' 17 h 14. 7 0 0.. 17 I A 2. I 5 207 I V, -z Ll 55. 9 """ 17 J "' I-17 k --I. 89 0.46 79 I .... 0 17 I 33.2 I-17 m I -z A ""' 17 I. 2 0.30 I\ :::E n I-"' ,& 17 0 """ 0.. 17 35.0 ""' p Q ' 18 I. 09 0. 44 148 I a """ -18 b 24. 2 z "' 0 ": i SHT TOTAL 0.0 I. 5 2 0.30 0 314.9 20.25 6. 22 25.28 0.00 1416 2 2 6 2 , .. ~ -& -& 0 ""' I- """ I-V, It (N) NOT A SEPARATE PAY ITEM, FOR INFORMATION ONLY. I FOR REDUCED PLANS DRAINAGE QUANTITIES 0: 0 <( "' -' -' , 0 u f--Vl w z w 0: -' 0 Q_ w z -z -> ->--0 Q_ 0 >--<( - u "-zu >--w 0 --u >--:, Ou_ :::, w :::, f--,-0: 0: :, I Vl >--Vl u -'-' WVl VlW z X -Q_ <{ Z>-0 <( w -_J 00 u ::,; I o._u uz EA m m - - 0.90 64,69 0. 9 s 61, 76 I 71 2. I s 61, 73, 76 I. 20 67, 70 3. 5 s 61, 73 I. 08 67, 70 I. 3 s 61 I. 32 64,69 2. 9 s 61 53 3. 46 52,68 I. 08 63,69 0. 7 s 61 I. 44 63,69 0.8 s 61 I. 50 65 0.8 s 61 I. 44 64,69 I. 3 s 61 2.08 68 2.0 s 61 2. 13 63,69 I. 7 s 61 53 52,54 I 71 52 I. 20 65 0.8 s 61 2 ---- 0 20 ,o 80 I ~ trio J DESCRIPTION OL (MOD) INLET AND GUTTER DEPRESSION 18.825 LT 450 mm RCP CONCRETE COLLAR 18.338 LT 450 mm RCP GI INLET AND APRON 48. 491 LT 450 mm RCP . GI INLET AND APRON 4.662 LT 450 rrm RCP OL-2. I INLET AND GUTTER DEPRESSION 8.450 RT 450 mm RCP REMOVE INLET 11. 616 RT MANHOLE 11. 616 RT OS INLET AND GUTTER DEPRESSION 16. 700 RT 450 mm RCP OS INLET AND GUTTER DEPRESSION 16. 700 RT 450 ITTTI RCP GO INLET AND GUTTER DEPRESSION 2.650 RT 450 mm RCP OL-2. I INLET ANO GUTTER DEPRESSION 13.099 LT 450 mn RCP MANHOLE 7.030 LT 450 mm RCP OS INLET ANO GUTTER DEPRESSION 6.450 LT 450 mn RCP REMOVE INLET 9.095 LT REMOVE CULVERT AND CONCRETE COLLAR CONCRETE COLLAR 9. 131 LT REMOVE CUL VERT Al19 69f16RE+E 69bbAR GO INLET AND GUTTER DEPRESSION 2.650 RT 450 mm RCP ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN. I CITY CONTRACT NO. r CI TY OWG. NO. DISTI COUNTY ROUTE \1M!tE ~~Rol'E0cV 1sHNElTI STHOETl-fs I 2 I Ora 55, I 0. I 310. 97 15<'1 1202. 31. 71/32.08 ;u , / ' /_ //«-4 15 97 ~~ofESS Ioli. Re,,., I STEREO? VAL ENG I NEER r..Y' ..,( ~4' 't 5-13-97 ~ M.A. KRAMAN i. ~ No. 44030 I~ PLANS APPROVAL DATE • ""' Exp. 6-30-97 • ~ CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD J> CIVIL ~ NEWPORT BEACH,CA 92658 4't-0pCALI~'!. MOFFA TT & NICHOL ENGINEERS 3720 SOUTH SUSAN STREET, SUITE 200 SANTA ANA, CA 92704 Tffl Sta/8 d' CoJffornlo or ff& d'flcers or ogonfs s/"tJ/1 nd /:xJ respons!l:i1J fa' tm accuraq or carc/fhooss d' ellJdrooJc DO{)I$$ if ftis {Ian stw. 0 0 □ z f--I Vl :, w z f--f--<( Vl -STATION _J >-z Q_ Vl :::, w w w '-' '-' '-' <( <( <( z z z - - -<( <( <( 0: 0: 0: 0 0 0 I CCM" 224+90.5 D-2 14 a D-2 14 b 'CST" 26+12.3 D-2 14 C D-2 14 d 'CST" 25+87. I D-2 15 a D-2 15 b 'B2" 7+00.0 D-2 16 a D-2 16 b '82' 7+00.0 D-2 16 C D-2 16 d • B2" 6+77.0 D-2 16 e 'B2' 6+77.0 D-2 16 f 'A' 36+00.0 D-2 17 a D-2 17 b "A"36+50.0 0-2 17 C D-2 17 d • A' 36+55.0 D-2 7 e D-2 7 f • A' 36+58.5 0-2 7 g D-2 7 h '81" 6+49.9 D-2 7 1 D-2 7 J '81' 5+90.0 D-2 7 k D-2 7 I 'Bl• 5+57.6 D-2 7 m D-2 7 n •RI• 5+56.3 D-2 7 0 D 2 7 p • A' 36•30.0 D-2 1B 0 D-2 18 b DRAINAGE QUANTITIES D-19 I r1 1 I ?"JnP I I I &I REISSUED PER ADDENDUM NO. I I DISTI COUNTY ROUTE \'J-?JtETllo.fE0cV l5HNEo~rJ lHi1lh 12 I Ora 55. I _u.p/u.9r I 59 1202 31. 71/32.08 ~ rlc ~· // , F .PO 4-15~97 ,l'-0HSS10,,, ' RE.<i I STERED _.Yt V,4 L ENGINEER . ~·, •' ' -~ ~ ~ 5-13-97 tt M,A. KRAMAN 'i ~ I No. 440:,o~E PLANS APPROVAL DATE CITY OF NEWPORT BEACH • [~p. ~ * i- 3300 NEWPORT BOULEVARD ,.r.,. CIVIL ., NEWPORT BEACH, CA 92658 "'"f OF" CA.LI~~ MOFFA TT 8,. NICHOL ENGINEERS 3720 SOUTH SUSAN STREET,SUITE 200 SANTA ANA,CA 92704 ,.1 ~ Tm stale a Calff«nla or rts rfflotlf's or ogeds $hJJI rd /;,ti rosfXXl,Slble for lte OCCUl'OO/ ~ ~ Df fXlnVJ/tJMOSs a til«:trodc ®es of tti.s (ian ,,-. :,; DRAINAGE QUANTITIES 0 w --z ->-V, z z z "' /\ e z e e 0 -0 ---"' 0 0 > □ --.. cc z □ 0 w \._I z I-_, w 0: w 0 u-_, . I- V, -Wal 0 :,: -w ::, I-w "' I-I-w w w w u I-V, V, ::, > ,-. w "' I-I-w::, WU w 00 _, I-I-::, ::, w z w w .. I-I-w "' w 1-1--,-.::, I-C<O V>W .. .,_ .. .. w "' _, 0 z I-I- 0: 0 V, -> w I-"' WU WC< w Q_:,: ::,w «-C<N "' "' Q_ w z -z .. V, - IW >-z _, > w u e<::, "'I-"' I-01--""'' <.:>-"-"--> -I-0 DESCRIPTION STATION _, >-z V, ::, ::, _, _, z .. UC< UV> u-WW WV> ' ' .. 0 I-.. -.. V, ::, ,-. u ::, z 0 I-u ZI--zz Z-' o.::, z 00 00 0 0 u "-zu I-.. w w u -u w "' OV> 00 0-' 0 -<O zo zo z z w 0 --u w w w 0 <.:> <.:> z _, u uu u-_, . -'Z .. "' .. "' .. W-< I-::, Ou_ ::, Cl Cl <.:> .. .. 0 w w w-z ~ "' "-V>I-_,., _, w ::, I-,-"' .. .. .. z z 0 > > >U -e<O C z z z - -z 0 0 OV> oz OV> OU '"'"' uz :,a_ ::,o. w :,:w u -Cl WV> V>W - --.. .. .. ::, ::, ::,-.. 0 z-z-Z-< u-V>O .. >-.. >-> Z> z X -.... ZI-.. "" .. '>-"' "' al w w w::, .. "' -::, -::, -al 0-' -« "'I-0:1--0 -<O 0 .. w _ _, 00 "' "' "' O<D >-0 0 .. 0: "' «-u ,,. ::,-::,-::,-«-::,-u_-o_-u ::eu u ::; :,: o.u uz 0 0 0 w al m3 m3 m3 m3 ,-.o m m EA EA EA m kg EA EA EA EA EA m m ---,w 0 _,z w 9 a I. 21 o. 44 148 I I. 40 65 GO INLET AND GUTTER DEPRESSION 2.650 RT • A" 36+75.0 D-2 19 a ::, " " u-u 9 b 14. I I. 0 s 61 450 nm RCP D-2 19 b _, V, w -,w I 9 C I. 38 0. 44 148 I I. 68 65 GO INLET AND GUTTER DEPRESSION 2.650 RT • A" 36+90.0 D-2 19 C u □ u 9 d 11. 7 I. 3 s 61 450 rrm RCP D-2 19 d 9 e I. 55 0.44 148 I 1.96 65 GO INLET AND GUTTER DEPRESSION 2.650 RT • A" 37•02.3 D-2 19 e 9 f 6. 5 3. 2 s 61 450 nm RCP D-3 19 f 9 g I. 4 6.58 0.59 148 I 3. 82 52.66.69 GOL INLET AND GUTTER DEPRESSION 2.650 RT "A" 37+09.4 D-3 19 g ,-. ' 9 h I. 09 o. 44 148 I I. 20 65 GO INLET AND GUTTER DEPRESSION 2.650 RT • A' 38+00.0 D-3 19 h _, :,: 9 I 39. 2 0.6 s 61 450 nm RCP D-3 19 I -~ :,: 9 J I. 15 0.44 148 I I. 30 65 GO INLET AND GUTTER DEPRESSION 2.650 RT 'A' 37+60.0 D-3 19 J w V, > 9 k 19. I 0.9 s 61 450 nm RCP D-3 19 k 0 >-z 1 9 I I. 31 0.44 148 I I. 56 65 GO INLET AND GUTTER DEPRESSION 2.650 RT • A' 37+40. 0 D-3 19 I " -9 14. I I. I s 61 450 nm RCP D-3 19 vi , m m w 19 n I. 47 0.44 148 I I. 82 65 GO INLET AND GUTTER DEPRESSION 2.650 RT • A' 37+25.0 D-3 19 n - 0 19 0 6.6 I. 4 s 61 450 nm RCP D-3 19 0 19 p I. 63 0.44 148 I 2. 08 65 GO INLET AND GUTTER DEPRESSION 2.650 RT "A' 317.5 D-3 19 p 19 q 7.4 3.2 s 61 450 nm RCP D-3 19 q 20 a I. 25 0.46 79 I I. 20 63.69 OS INLET AND GUTTER DEPRESSION 6.450 LT "Bl' 6+82.0 D-2 20 a 20 b 25.5 I. 5 s 61 450 nm RCP D-2 20 b is 20 C 0.9 2.24 o. 59 77 I 2. I 0 52.64.69 OL INLET AND GUTTER DEPRESSION 16. 701 LT • A' 37•09.9 D-3 20 C -20 d I. 25 o. 46 79 I I. 20 63.69 OS INLET AND GUTTER DEPRESSION 16.817 LT • A" 38+00.0 D-3 20 d ... -ts 20 e 61. 5 0.8 s 61 450 nm RCP D-3 20 e 0. 20 f I. 45 o. 46 79 I I. 50 63.69 OS INLET AND GUTTER DEPRESSION 16. 715 LT • A' 37+36. 7 D-3 20 f ,,, z 20 25.5 I. 5 s ... g "" 61 450 nm RCP D-3 20 g -5 21 0 I 55 CAP INLET 18.467 LT • A" 37+10.0 D-3 21 a -21 b I. 22 119 I I. 88 67 GI INLET 21. 283 LT • A" 37+ IO. l D-3 21 b z Ll'l = 21 O. I 5 s 61-. 73 450 rrm RCP ::, C D-3 21 C -"' 21 ,d 0. 68 REMOVE CONCRETE HEADWALL -D-3 21 d ... 0. = C 22 a I 55 CAP INLET 0.968 RT • A" 37+77. I D-3 22 a ' 22 b 26. 8 51 ABANDON 450 nm RCP D-3 22 b ... 22 C I 55 CAP INLET 0.541 RT • A' 37+46. 7 D-3 22 C z 22 d 30.5 51 ABANDON 450 RCP D-3 22 d ts nm ~ -j ~ ' ' SHT TOTAL 57.3 2. 3 0 o. 68 3 231. 2 24. 78 6. 12 0.00 o.oo 1765 I 9 4 0 0 ----,c5 ill -& = -~ DRAINAGE QUANTITIES ... -,,, It (Nl NOT A SEPARATE PAY ITEM. FOR INFORMATION ONLY. ALL DIMENSIONS ARE IN D-20 METERS UNLESS OTHERWISE SHOWN. FOR REDUCED PLANS ? '.' ◄,o '·' ',' CITY CONTRACT NO. CITY OWG. NO, cu ORIGINAL SCALE IN MILLIMETERS . ' ' C-2886 R-5697-S 12208 EA 03890 I I I I I I L'i",I REISSUED PER ADDENDUM NO. I I ', ,; ~ •'sH " Cl w -->-V) I\ z OJ -z ~ 0 ~ > □ --0 w \_; z I-w a: w 0 u-V) -wm -w ::, I-w a: I-I-> f-w a: f-I-w:::, WU w o □ _, w « I-I-w a: w 1-1-I-:::, I-a:o V)W a: Cl V) -> w I-a: WU wa: w CLI :::,w fiil >-z _, > w u a::::, a: I-a: I-01- f-V) :::, :::, _, _, z CL ua: UV> u-WW WV) u :::, z 0 I-u ZI-zz z_, CL :,e z « w w u -u w a: QV) 00 0---' 0 <(0 0 '-' '-' z _, u uu u-_, . _,z <( <( 0 w w w-z ~ a: "-V)I-_,<( z z 0 > > >u -a:o a:u "'"' I w --z 0 0 OV> oz OV> Ou "''-' uz <( <( <( ::, ::, ::,-CL 0 z-z-Z<( u-v>O '>-a: a: "' w w w::, <( "' -::, -::, -a> 0---' -a: OOJ >-0 0 <( a: a: a:-u .,. :::e-:::e-::,-a:-::,-w OJ m3 m3 m3 m3 f-Cl m m EA EA EA m kg «w 0 JZ w 23 a :, " " ()-() 23 b 16.2 _J"' w «w I 23 C 10.0 o, 43 ()Cl () 23 d 23 e 5. 8 23 f I, 89 o. 70 77 23 g I f-" 23 h 3.2 ' .,; :c 23 I 4. 8 -0: :c 23 J "' > V) 0 >-z 3] 24 a 14.5 " - iii , "' 25 a I. 54 0. 59 77 C 25 b 0. 4 26 a I. 89 o. 70 77 26 b 2. 4 27 0 10.5 i!!i 27 b 59.89 6019 ,-27 ... ,-C 550.02 5528 ~ 27 d 8. 10 310 V, 27 e 8. 77 z i!l 28 a 0.68 ls 28 b 3.9 ,-z ~ 29 a I a: 29 b 7. 5 ... 0.. 29 L,J C 0 2.92 o. 46 79 29 d 10.6 ' ... -30 a 2.0 z a: 0 u.. ' j SHT TOTAL 0. 0 43.4 2 16.90 0 37.9 626.25 2.87 0.00 8. 77 61921 ' is L,J ,-... ,- V, • IN) NOT A SEPARATE PAY ITEM, FOR INFORMATION ONLY. I I DRAINAGE QUANTITIES --~ ~ z z a: <( _, _, 0 w w w w u I-I-::, ::, <( <(-<( <( w a:-trN a: a: CL '-'"' (.'.)-"-"--' ' CL 00 00 0 0 zo zo z z w <(<D <(<D <( W<( I-_, w WW WW a: oa: a: ::, CL ::SCL w IW u <( >-<(>-> Z> z a: I-a:1-0 <(0 0 s_-s_-u ::,u u EA EA EA EA EA I I I I I I I 0 0 4 0 3 FOR REDUCED PLANS "'"',..,~,., era, r ,., ",, ,.,,...,.,.,,.,. a: w > 0 u ::, :::, " -X <( " m 7.6 7.0 0.9 I. 3 I. 3 3.2 3.0 8.8 0 ' "' . I-w _, z - "-0 I-I '-' -w I m I. 08 I, 08 I, 08 2.52 - 20 ' V) z 0 -I-I-<( zu --O"-,-V) WV) CL<( _ _, 0-U - s s s s s s s - 40 ' 0 z 0 -I-u :::, a: I-V) V>W Z>-00 uz - 71 52 61. 72 71 61 64,69 53 52 61 71 52 64,69 61 64,69 61 54 78 77 74 75 54 61 53 52 63,69 60 ' 61 52 - 80 ' I DISTI COUNTY ROUTE \1JlltETPERRoJE0cV 1si~~1I s1Hirlr\ I 2 I Ora 55, I 3?: triSz:'6a IW 12.02. ~ fr/a --/ ~ -/ ) 4-15-97 ~ Rt.u I STEREO .,,.e1 V-4 L ENG I NEER ~ ••'"''''••, ,.c t 5-13-97 ~ MAN ~ PLANS APPROVAL DATE ~ :'14030 15 CITY OF NEWPORT BEACH ~ If, '-- 3300 NEWPORT BOULEVARD L > NEWPORT BEACH, CA 92658 04/to,,~LI~"- MOFFATT & NICHOL ENGINEERS 3720 SOUTH SUSAN STREET, SUITE 200 SANTA ANA,CA 92704 Tte Stde d Cdlforda or Its lffl0¥15 or Ofl(Jflf& sfollndbe rNIIIJM/b/e far f1-~ or ~ d f/«troffl: OOIJ/• d ffis plan 81'«1. 0 0 z □ I- I V) ::, w z I-I-<( V) -DESCRIPTION STATION _, >-z CL V) :::, w w w '-' '-' '-' <( <( <( z z z - - -<( <( <( a: a: a: 0 0 0 CONCRETE COLLAR 28.252 LT 'A"38+47, 7 D-3 23 a REMOVE CUL VERT 450 mm RCP AND CONC SLOPE ANCHOR CONCRETE COLLAR 23.204 LT 'A"38+47.6 450 mm RCP OL INLET AND GUTTER DEPRESSION 16.956 LT • A" 38+47.5 REMOVE INLET 14.908 LT 'A"38+47.4 REMOVE CULVERT 450 rrm RCP CONCRETE COLLAR I I. 694 LT 'A"38+47.4 REMOVE CUL VERT OL INLET AND GUTTER DEPRESSION 450 rrm RCP OL INLET AND GUTTER DEPRESSION 450 rrm RCP REMOVE CONCRETE HEADWALL TRANSITION STRUCTURE 4.8 m X 1,5 m DBL RCB CULVERT HEADWALL CONCRETED ROCK SLOPE PROTECTION REMOVE CONCRETE HEADWALL 450 rrm RCP REMOVE INLET REMOVE CULVERT OS INLET AND GUTTER DEPRESSION 450 rrm RCP REMOVE CULVERT ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN, I CITY CONTRACT NO. r"'-'HIQ~ CI TY DWG. NO. o_i::co?-~ & DRAINAGE I r11 1 ??()R D-3 23 b D-3 23 C D-3 23 d D-3 23 e D-3 23 f D-3 23 g D-3 23 h D-3 23 I D-3 23 J D-2 24 a D-2 25 a D-2 25 b D-2 26 a D-2 26 b D-2 27 0 D-2 27 b D-2 27 C D-3 27 d D-3 27 e D-2 28 a D-2 28 b D-3 29 a D-3 29 b D-3 29 C D-3 29 d D-3 30 a QUANTITIES D-21 I I ' &I ISSUED PER ADDENDUM NO. I I 01 srl COUNTY ROUTE '\'J-T~tETlR'b.fE0cV l5HNEJ..11 s1Hi:1trLs I 2 I Oro 55, I 3 ?: tr~S2:\l0 I 604 la.oz. ~ trlc ;;n• / //0 '/ -, 4-15-97 \'\\ofESS 10-t ' Rb\:,ISTERED_)21VAL ENGINEER ~ ,, . ,. 5-13-97 i,~M.A. KRAMAN i. " " ' ~ No. 44030 !: PLANS APPROVAL DATE -ti: Exp. 6-30-97 If. ~ CITY OF NEWPORT BEACH J>: CIVIL ~ 3300 NEWPORT BOULEVARD NEWPORT BEACH,CA 92658 .,~C¥'r;A1,.I~-.: MOFFA TT & NICHOL ENGINEERS 3720 SOUTH SUSAN STREET, SUITE 200 SANTA ANA,CA 92704 ,; ~ ~~ ThtJ Sfrh d C4/lforrio or Ifs dfTOIJl's or~ NI rd ti,, rMpOMfb/e for ,,. ~ =-DRAINAGE QUANTITIES or ~ d ehlctraric c:IJP/M d tf'I& (ion slmt. D w ---->-1/l I\ z z ID -'° '° 0 z '° z z ll'. 0 0 ,------._ □ --□ > \_J z -« ::C z a w I-_, ~ w ll'. -0 u-_, . I-1/l w -W<D 0 :i: -w ::, I-ll'. ll'. I-I-w w w w u I-V, V, ::, > I-w ll'. I-« w::, WU w 00 _, I-I-::, ::, w z w w .. I-I-w ll'. _, 1-1-I-::, I-ll'.0 V>W « «-« « w ll'. _, 0 z I-I-a: a V, -> w I-_, WU Wll'. w O..I ::,w ll'.~ O:N ll'. ll'. 0.. w z -z « V, -w >-z _, > w 0 a:::, 0:1-ll'. I-01-"'"' co-"-"--> -I-0 DESCRIPTION STATION _, >-z I-V, ::, ::, _, _, u 0.. ua: UV> u-WW WV> ' ' 0.. 0 I-« -0.. V, ::, .. u ::, z I-u ZI-zz z_, o..::, z 00 00 0 0 u "-zu I-a w w u -w w a: OV> 00 0---' 0 «o zo zo z z w 0 --u w w w "' "' z I-_, u uu u-_, . _,z « <D «<D « w« I-::, Ou_ ::, "' "' "' « « 0 w w WW z ~ ll'. "-v,,--'"" _, w ::, I---,_ ll'. « « « z z 0 > > >a: -ll'.O ll'.U "'" I w WW WW ll'. Oil'. a: ::, I V, 1-V> z z z - -z 0 0 OU oz OV> OU ""' uz ::, 0.. ::,o.. w IW u -C) WV> v,w -- -« « « ::, ::, ::,z 0.. 0 z-z-z« u-V>O « >-«>-> Z> z X -0.. « ZI-« « « ' >-ll'. ll'. <D w w WO « "' -::, -::, -<D 0---' -ll'. ll'.1-0:1-0 «o 0 « w _ _, 00 ll'. ll'. ll'. om >-0 0 « a: a: a:u u ,.. ::,-::,-::,-a:-::,-u_-u_-u ::,u u ::, I o..u uz 0 0 0 w m m3 m3 m3 m3 ,-o m m EA EA EA m kg EA EA EA EA EA m m --«w D ..IZ w 31 0 I. 63 o. 59 77 I I. 20 64,69 OL INLET AND GUTTER DEPRESSION 16. 956 LT 'A' 38•47.5 D-3 31 a ::, C, " u-u 31 b 4, I 4. 8 s 61 450 rrrn RCP D-3 31 b ..I 1/l w «w I uo u 32 a I 53 REMOVE INLET D-3 32 a 32 b I. 7 52 REMOVE CULVERT D-3 32 b 32 C 3.50 62 CONCRETE V-DITCH D-3 32 C 32 d 4. 7 4.2 s 61 450 mm RCP D-3 32 d I-', " :i: --~ :i: > V, 0 ► z 3] " ---, 1/l w 0 i!'i ,-. ... ,-. ~ V, :z ... er: ,-. 15 ,-. :z !:II! ,-. er: ... Q. .., C ' ... -:z ts u. -§ SHT TOTAL 0.0 I, 7 I 0 0 8. 8 5. I 3 0. 59 0,00 0.00 77 0 0 4 0 3 ----, 6 TOTAL 78. 7 I 03. I 8 17.88 6 883,8 702.07 26. 18 72. 10 12. 2 I 66540 4 11 28 3 12 ----.., ,-. DRAINAGE QUANTITIES ... & ,-. V, It IN} NOT A SEPARATE PAY ITEM, FOR INFORMATION ONLY. ALL DIMENSIONS ARE IN D-21A METERS UNLESS OTHERWISE SHOWN. I FOR REDUCED PLANS 0 20 <O 60 80 I CITY CONTRACT NO, CITY DWG. NO, I cu I EA 03890 I ORIGINAL SCALE IN M!LL I METERS I ' I I ' ' C-2886 R-5697-S 12208 X ' X c5 1---+---l z ,. ::> 1---+---l ~ 8 7 g,: 6 1---+~--l ~ ,, «l-<D D w "' > w (I'. w f-.. D ,,. □<D w >-□ -<W _,z ::,o o- -'"' -<W o □ ': "' > w (I'. w f-.. D >-CD D w " 0 w ::c 0 ::c w "' > w "' 4 2 0 ~ 0: ::c TABLE OF DEFLECTIONS w "' > 0 >-z ,. ~ "' ;;; -, w □ iS !;; ... "' 0 0.. V, :'i ~ ~ ... z: i'! "' ... 0.. '-" C, ... z ~ ~ i 3 'Lo.. 0 '-" ... ... ... V, It STATION DEFLECTION 10+04.943 91 • 51 '53' I I +04. 539 11 • 15' 00' I I+ I 0. 536 1 G· 01 1 01' I I +3D. 898 3"56'59' * DIP WSP DUCTILE IRON PIPE WELDED STEEL PIPE 8l TYPE* STATION DIP 12+22.398 WSP 12+25.905 WSP 12+42.912 WSP 12+46. I 02 DEFLECTION TYPE~ 22'30.00' WSP 53' 02' 20' WSP 45" 00' 00' DIP 45• 00' 00' DIP FOR REDUCED PLANS 0 ' 20 ' ,o ' 60 80 ' ' CITY CONTRACT NO. ,._.,()()~ CI TY DWG. NO. n .. i::c::'l7-<r -i -+-"--r ' KILOMETER POST TOT AL PROJECT 0. 13/0. 97 31. 71/32.08 ••• 1-·-·· i f-t· i _,_ ' l SHEET TOTAL NO. SHEETS i:, I 202.. SS-1 ' ' 10 9 ci z ,. ::, 8 CJ z w CJ 7 CJ <( "" .; <;l<( :a :,; "' w 11-6 0 w >-Ul <D > CJ w ::, VI 5 VI 0 w w a: "' w "' w > f--w .. a: 0 <8 4 f--.. 3 0 2 '>-H-i__!._-l ... --·· >-0 <D w ro f--0 <>:W 0 _JZ w ::, '-' "' u-u _J"' w <>:W I 0 uo u -I ';: ; ~ :r 0: :r w VI > 0 >- z $] " iii .., w 0 :z ~ .... ... .... c,: 0 0.. "' :z al! .... ..._ 0 .... :z ...., "" .... c,: ... 0.. ...., Q ... :z c,: 0 ": i ! •j .4-0 ...., .... ~ "' 11P CURVE DATA R A 1015.050 3"58'03' 8 1539. 101 2"02'22' MH NO. I ST A I 0+00. 000• 19.065 RT 'CCM'225+10, 103 (STA 304+24.140 CONTRACT NO. 5-29> T 35. 158 27.395 d D n , L 70.228 54. 784 MH N0.2 STA 10+65.313 94 'CCM' 225+50.227 92 HYDRAULIC DATA 24' (610 rrm) I. 50' 0.013 (457 rrm> s a V 0.00200 9.21 CFS 5.95 MGD 3.65 FPS PROFILE HOR I Z I, 500 VERT I• 50 MH N0.4 STA I 1+44.442= 15.050 RT "AM"36+31. 716 ·-"•/;jJ•"·rdt···.··· ., .. --~,---•~··-- THIS PLAN ACCURATE FOR SEWER WORK ONLY. FOR REDUCED PLANS ni:,, ,.,_ 1 "~' c:ro1 i:-1., ,,, , , 0 I 20 I 40 I 60 I 94 80 ' STA 12+14. 730 PCC • 15.050 RT 'A'37+00.962 0 ,J,. ~i'NE". .. • ~-·-: .. --~r- CITY CONTRACT NO. r-?OQ~ 5-13-97 MH N0.5 STA I 2+69. 514 .. -1 5,050 R.T 'A' 37+55: 000 Cf TY DWG. NO. o_i::;i::;Q7-<:: r:!J I ??OR KILOMETER POST TOT AL PROJECT 0.13/0.97 31. 71 /32. 08 ENGINEER SHEET TOTAL NO. SHEETS '12. 2.0Z. 5 4 3 2 X <:3~ S; sl "' 0 w >-<D V) > 0 w w 0: V) w > r w <t 0: 0 X r <t 0 '>->-om w m rO 0 <tW ..-'Z w ::, " "' u-u --' V) w <tW I. uo u ': . , I ~ I w V) > 0 >- z ::, ~ ::, Ill -, w C ~ le ... "' X e: :ii "' ... .... 0 ... z: ~ "' ... a.. IJ.J c::, ... z: ~ ! j ; X 0 IJ.J le ... V, t 0 z ::, ::, 0 z w 0 0 <l "' w 0. 0 w V) > w "' SEWER FORCE MAIN NOTES STATIONS SHOWN ON DRAWINGS ARE ALONG CENTERLINE OF CONSTRUCTION OR ON A LINE NORMAL TO THE CENTERLINE OF CONSTRUCTION. STATIONS AND INVERT ELEVATIONS OF PIPE SHOWN ON THE PROFILE ARE AT THE INSIDE FACE OF CONDUIT, UNLESS OTHERWISE SHOWN. ELEVATIONS SHOWN ARE IN METERS BASED ON NORTH AMERICAN GEODETIC VERTICAL DATUM 1929 INGVD29l AND REFERENCED TO THE BENCHMARK IDENTIFIED ON THE TITLE SHEET. THE CONTRACTOR SHALL VERIFY All EXISTING UTILITY LOCATIONS IN THE FIELD BEFORE STARTING WORK. THE CONTRACTOR SHALL FIELD VERIFY THE POINT OF CONNEC-TION AT THE EXISTING VALVE VAULT NEAR SHORT STREET AND THE LOCATION OF THE EXISTING PIPING AND FITTINGS. HE SHALL FIELD VERIFY AND COORDINATE HIS WORK AT THE BRIDGE AND RETAINING WALLS WITH THE STEEL CASING/ SEWER FORCE MAIN. HE SHALL FIELD VERIFY THE POINT ~ OF CONNECTION AT THE EXISTING 762 mm (30') SEWER FORCE MAIN NEAR THE BIKE PATH. LOCATION OF PIPING AND APPURTENANT FITTINGS SHOWN ON THE PLANS ARE DIAGRAMMIC. IT IS INTENDED THAT SUCH ITEMS BE LOCATED BASED ON THE EXACT LOCATIONS DETERMINED IN THE FIELD AND THE SUPPLIED MATERIALS. 3. EXISTING UTILITIES SHALL BE PROTECTED AND MAINTAINED IN PLACE BY THE CONTRACTOR, UNLESS OTHERWISE NOTED. All UTILITY CROSSINGS AT THE TRENCH EXCAVATIONS SHALL BE TEMPORARILY SUPPORTED TO THE SATISFACTION OF THE UT I l I TY OWNER. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION AND DESIGN OF THE SHORING SYSTEMS AND FOR DEWATERING INCLUDING DISPOSAL. AS REQUIRED FOR CONSTRUCTION OF THIS PROJECT. 5. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR THE SEWER FORCE MAIN SYSTEM INCLUDING PIPE AND FITTINGS LAYOUT FROM THE POC TO POC INDICATING DETAILS OF FITTINGS, VALVES, AND APPURTENANCES. THE PIPE JOINTS SHALL NOT DEFLECT MORE THAN THE RECOMMENDED PER JOINT FROM THE ALIGNMENT, UNLESS APPROVED BY BOTH THE PIPE MANUFACTURER AND THE ENGINEER. SEWER FORCE MAIN SYSTEM SHALL BE USING A 1034 MPA 1150 PSI) WORKING PRESSURE. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS INDICATING THE MATERIALS AND INSTALLATION OF THE STEEL CASING AND SEWER FORCE MAIN PIPING ON THE BRIDGE AND THE RETAINING WALLS. THE CONTRACTOR IS RESPONSIBLE TO PROVIDE A COMPLETELY WORKING SEWER FORCE MAIN SYSTEM, AND PROVIDE COMPATABLE PIPING AND FITTING MATERIALS. 6. All CHANGES IN ALIGNMENT OF THE SEWER FORCE MAIN SYSTEM SHALL HAVE CONCRETE THRUST BLOCKS IN ACCORDANCE WITH THE CONTRACT DETAILS OR THRUST RESTRAINTS. SEE PLAN AND PROFILE FOR ALIGNMENT OF THE SEWER FORCE MAIN. 7. THE VALVES AND VALVE BOXES SHALL BE CONSTRUCTED PER CSDOC STANDARDS AS INDICATED AND PER SPECIFICATIONS. THE CONTRACTOR SHALL ADJUST THESE FACILITIES TO FINISHED GRADE UPON COMPLETION OF PAVING. B. THE CONTRACTOR SHALL SUBMIT A SCHEDULE PF WORK AND DATES FOR PHASING THE TEMPORARY SHUTTING DOWN OF THE EXISTING SEWER FORCE MAIN AND CONNECTING AT THE POINTS OF CONNECT I ON, INCLUDING THE METHODS OF TEMPORARY BYPASSING SEWAGE AND REMOVAL AND DISPOSAL OF THE SEWAGE, PRIOR TO SHUTDOWN. 9. SEE LAYOUT SHEETS FOR ROADWAY ALIGNMENT AND STATIONING. IQ.SEE DRAINAGE AND UTILITY PLANS SHEET FOR UTILITIES. I I. SEE SHEET R-2 FOR RETAIN I NG WALL NO. 33A, SHEET R-3 FOR RETAINING WALL NO. 338 AND NEWPORT CHANNEL BRIDGE (WIDEN) FOR DETAILS ON ATTACHING THE STEEL CASING AND SEWER FORCE MAIN TO THE RETAINING WALLS AND BRIDGE. 12. THE DIP SHALL HAVE A PI PE WALL CLASS 53. THE 508 rm, (20' l OD WELDED STEEL PIPE !CARRIER PIPE) AND THE 690 rrm (27'l 00 WELDED STEEL CASING SHALL BOTH HAVE A MINIMUN WALL THICKNESS OF 6.3S rrm 11/4'). THIS PLAN ACCURATE FOR SANITARY SEWER WORK ONLY. -= ,.., ..,. "' .; N C: "' <t co > 0"" 10 I . 3 7 "' ,.., "' ..; GJ [}] [§] [TI m 0 .. Irle I ~"t 01ST COUNTY ROUTE 12 Ora 55, I KILOMETER POST TOTAL PROJECT 0. I 3/0. 97 31. 71/32.08 R~~R 4 • 15 5-13-97 PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 MOFFATT 8r. NICHOL ENGINEERS 3720 SOUTH SUSAN STREET. SUITE 200 SANT A ANA, CA 92704 SHEET TOTAL NO. SHEETS 1,3 2.02. T/Jo Sf<1llt lf C41ffCllio or tts dflotJrs or (1(lfJf'U s/JJ/1 Tri ti& n,,gponsJb/G for tm ocoordO/ or ~ (f ~o ctpM d' tfis p/411 sf'nd, DRESSER STEEL FLANGED ADAPTOR STYLE 12B, OR APPROVED EQUIVALENT FOR JOINING EXISTING 610 rrm (24") FORCE MAIN CAST IRON/DI PIPE, AS INDICATED. 610 rrm 124" l FLANGED PLUG VAl:.'.E-DEL.ffilKJ1GU.RE~~ /J\ AND ACTUATOR MODEL A8Gl6H20~ 305 rrm 112') FLANGED PLUG VA~/J\ AND ACTUATOR MODEL A8Gl2Hl6~ 305 mm (12') CLASS 53 FLANGED DIP FORCE MAIN . 610 mm X 610 mm X 305 rrm 124' X 24' X 12") !BRANCH) DIP FLANGED TEE, AS INDICATED. ADJUSTABLE VALVE BOX AT GRADE PER CSDOC STANDARD DRAWi NG 5-015. 610 mm (24') DIP BLIND FLANGE. 610 nm 124') DIP FORCE MAIN. CONCRETE THRUST BLOCK PER DETAIL ON SHEET SS-6 AND CONSTRUCT WITH CONCRETE CLEARANCE FOR REMOVAL OF PLUG VALVES. <t_610rrm 124') SEWER FORCE MAIN SEE 55-I FOR ALIGNMENT ,, ' " I ---DELFECT FIRST JO IN I • ' " ' TO OBTAIN ALIGNMENT I. 067 ., 'o. 7°62 ,. I. 067 SHOWN ON SHT SS-1 0 "' '" G ---G------G------::~~::~~7----- ( 10' l GAS 'A' LINE 32+05 NEWPORT BLVD NOTE• THE CONTRACTOR SHALL VERIFY All CONTROLLING FIELD DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL. 305 MM 112•1 CONNECTION TO EXISTING FORCE MAIN SCALE I• 20 SANITARY SEWER DETAILS SCALE AS SHOWN FOR REDUCED PLANS 0 20 40 60 80 ORIG!NAL SCALE IN MIi i IMFTFRS ~~~-~~~---'------I All DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN. CITY CONTRACT NO. C I TY DWG. NO. C-?AA!; P-'iF;C\7-<: SS-3 CU I ??08 EA 03890 I ' X X ,,! '<l-i " >-<D 0 w "' > w 0: t- <( 0 '>-O<D w t-0 <{W ...JZ ::, "' u-...J Vl <{W uo "' a: w ~ z C) U) w □ < :z ~ ii' ~ 0 w "' -> w 0: w t-<( 0 >-<D 0 w " u w I u r r 1/) >-3! -, 'I j ~ '-" I-< I-v, t ci z "' ::, C z w C C <( a: w Q. C w 1/) > w a: ~ 1680 rrm LOL £ SID m~ 1170 rrm EDGE OF ,', CSIDEWALK SIDEWALK------c_! I ___ -----------1 OVERHANG "i I ~r-T--7----n--------7- 12L_1 I. II I "' ·I -~ IL__ 1 RETAINING PIPE HANGER~ I ~~ --7 y WALL NO 33A :-..::-_...J I I 83 INV ELEV PER: I PROFILE ON I SHT SS-1 FORCE MAIN ALONG RETAINING WALL NO SCALE NO 33A (:9 STEEL CASING SEE DETAIL HEREON INV ELEV PER PROFILE ON SHT SS-I SS-1 FORCE MAIN WITH CASING (9 ALONG BRIDGE DECK B NO SCALE (i_ OF CASING AND STEEL PIPE I FORCE MAIN I I I - I - - - -_,ll7-frl-1,_- 1l1 1,1 111 1,1 111 1,1 111 1,1 111 508 rrm 254 mm 6. 35 rrm PIPE WALL THICKNESS --------!-------- 345 mn 690 ITlTI 360 ITlTI 400 rrm STEEL CASING DETAIL SCALE I• 50 6.35 rrm CASING WALL TH I CKNESS -C ~OTTOM OF I I I t---- +---@ I I I 2 DECK PIPE HANGER, SEE STRUCTURE PLANS NEWPORT CHANNEL BRIDGE (WIDEN) _J 40 ITlTI FOR REDUCED PLANS 0 20 PI PE HANGER STEEL CASING SEE DETAIL HEREON 1680 ITTTI £ 510nm 1170mm LOL .. trio I ~Tt 5-13-97 PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH.CA 92658 KILOMETER POST SHEET TOTAL TOTAL PROJECT NO. SHEETS 0. I 3/0. 97 ,,_, .,,.-, 31. 71/32. 08 .,, UJ,C.. MOFFATT & NICHOL ENGINEERS 3720 SOUTH SUSAN STREET, SUITE 200 SANTA ANA,CA 92704 Ttr, StufrJ d C(i/fQl'Tio or /Is dflcer6 or oge,ts sfJJ/1 fd re nJIJl}t;,MltJe far MB aca;racy or 00/fPliefflss d li/Jdrodc ccpfes d rtts {11111 sr.. FORCE MAIN WITH CASING •o 60 ALONG RETAINING WALL NO 33B (9 NO SCALE SS-1 CONSTRUCTION NOTES @-FURNISH AND INSTALL 508 rrrn (20') OD LINED AND COATED WELDED STEEL PIPE FORCE MAIN. @-FURNISH AND INSTALL 690 rrrn (27') OD WELDED STEEL CASING. LEGEND OJ INSULATOR AND BAND AROUND CARRIER PIPE. [I] GLASS REINFORCED PLASTIC RUNNERS TO CENTER CARRIER PIPE AT THE SAME CENTER ALIGNMENT OF THE CASING, BOTH HORIZONTALLY AND VERTICALLY. NOTEi THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL. SANITARY SEWER DETAILS 80 ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN. CITY CONTRACT NO. CI TY DWG. NO. -- SCALE AS SHOWN SS-4 rl I I ?".l/"\0 0 z "' :::, 0 z w 0 0 "' <[ •s'H ~ "' "' w "- 0 0 w w >-V) V) ro > > 0 w w w [l'. "' V) w > f-<J w « a: 0 ' w f-« 0 '>->-oro w ro f-0 «w 0 JZ w ::,C> " u-u J Vl w «w I uo u f-"t ' ,; I a: I w V) > 0 >- z ~ " iii .., w 0 z ~ f--... f--"" 0 ' 0.. V) z ... "" f--.... 0 f--z ~ "" ... 0.. L,.J 0 ... :z "" 0 .... ! I j ~ ' 0 L,.J f--... f--V) • 'i. 17.944 LT 'AM' STA 34•23. 131 I 2000 rrm EXIST GROUND 900 rrrn ~z o-o::, 0 ct_ MIN ct_ .: 300 DRAIN DRAIN 50 rnn (2'1 PVC TWIN SEAL TAPPING SADDLE (f_ 508 rnn (20" I WSP STA 12•23.484 ND VACUUM BLY DETAIL NO SCALE 1753 rrrn 19 rnn CRUSH ROCK VALVE (9 SS-1 t,;,,. LEGEND [iJ 4 []] [6J [2J SEWAGE AIR-=~,,; D VACUUM VALVE FOR 2-INCH 50 rnnl PIPE OR CSDOC STD DWG S-212. ASSEMBLY, APCO MODEL 445WA APPROVED EQUIVALENT AN R 900 mm x 900 mm PRECAST CONCRETE UTILITY VAULT WITH OPENING FOR AIR VENT PIPING, 2-ISO rnn (2-6'1DIAMETER OPENINGS FOR DRAIN AND GALVANIZED BOLTED DOWN STEEL COVER CCSDOC-SEWER LABEL ON COVER). DESIGN OF VAULT AND COVER SHA L BE FOR H20 TRAFFIC LOADING. FLEX-TEND FLEXIBLE EXPANSION JOINT ASSEMBLY NO. 420F20 WITH 50/50 SET BY EBBA I RON SALES, I NC. OR APPROVED EOU I VALENT, SHEET RUBBER DIRT SEAL, INCLUDING 9 rm, (3/B'I MIN WIDE STAINLESS STEEL BANDIT BAND (316SSJ AROUND SEAL AND PIPING. CASING END SEAL, INCLUDING 9 rnn (3/8"1 MIN WIDE STAINLESS STEEL BANDID BANDS (316SSI AROUND SEAL AND PIPING. FOR WALL PENETRATION STEEL PIPE SLEEVE WALL THICKNESS AND DIAMETER SEE RETAINING WALL NO. 33A R-2 AND RETAINING WALL NO. 33B R-3. CAULK ALL AROUND PIPE WITH SYNTHETIC RUBBER. PER CSDOC STD DWG S-101 [6J CLASS 150 FLAT FACED FLANGE. 3558 ITTTI 01ST COUNTY ROUTE 12 Ora 55, I KILOMETER POST TOTAL PROJECT 0. I 3/0. 97 31. 71/32.08 REGISTERED CIVIL ENGINEER 5-13-97 PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH,CA 92658 MOFFA TT &. NICHOL ENGINEERS 3720 SOUTH SUSAN STREET, SUITE 200 SANTA ANA.CA 92704 SHEET TOTAL NO. SHEETS bS° 202. Tie ~ ff Calffomla or rts dfletYs or O(J8ffs s/rJ/1 rd be rMIX)(!Slblo for ftr, accvrocy or ~s rf tlledrodc e¢ies d ttls plan sfmt. 305 mm 1500 rrun 1753 rrrn SEE DETAIL 'A' SEE DETAIL "A' 508 rnn (20' I WELDED STEEL PIPE FORCE MAIN •1• 1163 ~~ STA 11•31.500 BEGIN CASING RETAINING WALL NO. 33A STA 12+14.961 END CASING 508 ITTTI (20') WELDED STEEL PIPE FORCE MAIN a, 0 "' '---"----1#1-... ...... ---,l!J--~ 4 I I I I I 8 3 :t'a I _,,-RETAIN I NG WALL NO 33A LOL '"''~ V @;_~J I TOP OF FOOT I NG r-------~~~ __ J ___ .(" ___ 7 I I I I 1--___________ _, I WALL SLEEVE AND EXPANSION JOINT NEAR RETAINING WALL NO 33A NO SCALE ~--i) C9ss-1 STEEL PIPE ---'-------- - - -'(____ - DETAIL "A" 'i_ OF 508 rrm PIPE NO SCALE FOR REDUCED PLANS 0 20 0RTr,INAl SCAI F IN MIi i IMFTFRC:: l ___ _1__J __ _ , .. ---.. -_ 40 I 60 I 80 I 3 "" 0 "' .,,--ijj---b. ...... ~-"---' ~ I I I I I I 4 I I I I RETAIN I NG WALL NO 338 LOL------_ I l;,o, ',j ref'P~ TOP OF F0~'.._1~c._j_ ___ ~ __ i~It _ -----7 I I I I ~-------------1 ,--J I I EXPANSION JOINT AND WALL SLEEVE NEAR RETAINING WALL NO 33B C)SS-1 NO SCALE NOTE1 THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL. SANITARY SEWER DETAILS SCALE AS SHOWN ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN. SS-5 CITY CONTRACT NO. C-2RR!=i CI TY DWG. NO. ~-"ifi97-<::; cu 12208 EA 038901 ' ci z ::, :::, C z w C C <El~ <( ~ 0: ::. w ._ 0 C w w >-V, "' al > > 0 w w w Cl'. 0: V, w > t-<8 w <( Cl'. 0 ' t-<( 0 '>->-Oal w <D 1-0 0 <(W ..-'Z w :, "' "' u-u --' V, w «w I uo u I-'; ,, I 0: I w U1 > 0 >- z :,; '-' :,; --, Ill w C z: 5:! !;. ,_ !s ' 5; :!'i c,: ,_ .... 0 ,_ z: ~ c,: ... fb Q ... z: !s .... ! I .... ' 0 Lu !;. t:; • I I CONCRETE~ I~EE w' WYE ul2 ~,'::. "-:,; "" PLAN UNDISTURBED EARTH OR 1 THRUST SECTION i EXISTING 762 rrm 130') SEWER FORCE MAIN STA 12+46, IO I .. ,,.,c I ~Tt DIST COUNTY ROUTE 12 Ora 55, I RS 5-13-97 PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH,CA 92658 KILOMETER POST TOTAL PROJECT o. 13/0. 97 31. 71/32.08 MOFFA TT & NICHOL ENGINEERS 3720 SOUTH SUSAN STREET, SUITE 200 SANTA ANA,CA 92704 SHEET TOTAL NO. SHEETS 66 2.02. Tm~ d' Co/trornla or "s d'fltXY's or (JIJ(ll1s s/'rJI/ rd b& ~bm for tm aavrat1J or OOlrp/ttrJl)IM8 ff ~c ooptes d ttis plan omd. TYPE 1 1610 rrm 124') SEWER FORCE MAIN) FORCE MAIN FORCE i MAIN CONC ENCASEMENT PER CSDOC STD PLAN S-100 THRUST PLAN SECTION TYPE 2 45" 1 THRUST L PLAN SECTION TYPE 3 THRUST BLOCK TYPE AND DIMENSIONS THRUST BLOCK TYPE MIN REQUIRED H.,Jml LOCATION BEARING AREA Cm2 > STA \0+00.000 I 0. 79 I. 2 STA \0+04.943 I 0. 79 I. 2 STA I I +04. 539 2 0.43 0.8 STA I I+ I 0. 536 3 0.61 o. 6 STA 12+22. 398 3 0.90 o. 6 STA 12+25.905 3 I. 95 I. 0 STA 12+42. 9 I I 3 2. 42 I. 5 STA 12+46. IOI 2.42 I. 2 THRUST BLOCK DETAILS NO SCALE ,, _.,.,,·. __ ;.,,•;_-~ UNDISTURBED EARTH UNDISTURBED EARTH ½,"Im) 0. 7 0. 7 0.8 0.6 0.8 0.9 0.8 2. I a· I I I I I I I I I I I I (-....._ I '-'.}_ I '--1 ' I 0.600 OR ADJUST LENGTH BASED ON SUPPLIED MATERIAL [iJ LEGEND FIELD VERIFY THE POINT OF CONNECTION AT THE EXISTING 762 mm (30") DIP SEWER FORCE MAIN NEAR BIKE PATH AND PROTECT THE EXISTING SEWER FORCE MAIN. COORDINATE THE SHUTTING DOWN OF THIS FORCE MAIN WITH CSOOC. CUT AND REMOVE THE EXISTING 762 nm (30') DIP SEWER FORCE MAIN AS INDICATED. DRESSER STEEL FLANGED ADAPTOR STYLE 128, WITH 5 mm (3/16") STAINLESS STEEL BOLTS ANO WRAPPED WITH POLYETHELENE CTYPl OR APPROVED EQUIVALENT FOR JOINING EXISTING 762 mm (30') CAST IRON /DI PIPE, AS I ND I CA TED. 762 mm (30') FLANGED DIP SPOOL FORCE MAIN. 762 mm (30") CRUN) BY 61 0 mm (24') <BRANCH) FLANGED DIP 45 DEGREE WYE. 508 mm (20') OD WELDED STEEL PIPE FORCE MAIN. DRESSER STEEL FLANGED ADAPTOR STYLE 128 OR APPROVED EQUIVALENT FOR JOINING 508 mm (20') SEWER FORCE MAIN STEEL PIPE. 610 mm (24") TO 508 mm (20') FLANGED DIP REDUCER. 610 mm (24") FLANGED DIP 45 DEGREE BEND. 610 mm (24") CLASS 53 FLANGED DIP SPOOL FORCE MAIN. 610 mm (24' l AND ACTUATOR FLANGED PLUG VAL~ MODEL ABG I 6H20, ADJUSTABLE VALVE BOX AT GRADE PER CSDOC STD DRAWING S-015. CONCRETE THRUST BLOCK PER DETAIL HE EON AND CONSTRUCT WITH CONCRETE CLEARANCE FOR REMOVAL OF PLUG VAL VE. 782 MM (30") CONNECTION TO EXISTING SEWER FORCE MAIN NOTE• THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL. SCALE \, 20 THIS PLAN ACCURATE FOR SANITARY SEWER WORK ONLY. FOR REDUCED PLANS ""' ,..,.,., <er~•<"" ,., "" r 0 ' 20 I ,o ' 60 I 80 ' ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN . CITY CONTRACT NO. r-?AA~ CITY DWG. NO. p_r:;i::;q7_,::: SANITARY SEWER DETAILS SCALE AS SHOWN SS-6 C,lJ I ??08 EA 038901 X X X X "" '<i-<D D w "' > w Q'. f-<t D '>-O<D w >-□ <tW ...JZ ::, '-' (.)- ...l"' <tW (.)0 "' Q'. .. > 0 z " "' .. □ z: 0 !;;; I-er: 0 0.. V, ;fi I= ~ I-z: I:! a: < 0.. LU C < z: ~ u.. ! _; ... 0 LU I-< I-V, ~ D w "' > w Q'. w f-<t D >-<D D w "' (.) w I (.) :c :c V> i • 0 z :::; :::, C z "' C C <t "' "' o._ C "' V> > "' "' <8 , .. ,;,.· __ v'i_ EXIST MANHOLE I STA 100+91.50 ~-----.::::_EDGE --------=-=-4.B77 PATH OF BI KE NO. I I \___R/W EXIST 610 rrm (24" l STEEL I 'i_ EX(STING 0.9(4 MANHOLE FRAME AND COVER i 'i_ I. 829 I. D. MANHOLE ~ I I I I 7 ELEV +2, 78 J J SECTION OF REMOVAL I I I I 13 ELEV +2.6B ----- LOt ·RETAIN I NG WALL NO. 33B (. 829 I. D. MANHOLE [j] : :,,,,-EXISTING I f MANHOLE e --l SHAFT I '-..., I -'-+-'- 8-•6 AS SHOWN [!] TOP AND BOTTOM SECTION OF RECONSTRUCTION ADJUST MANHOLE WITH TOP SLAB TO GRADE DETAIL NO SCALE EDGE OF SIDEWALK OVERHANG M;~..,. /, ~ \ · ,,. / " " // ' " ' " ,,,, / " ')(/ M. H. I " I'-. COVER t -17. I'-. '-... " ~ " ,~ ii'-." , \. "" / I ,.::": , I MATCH OUTSIDE DIAMETER OF SHAFT REINFORCING DETAIL NO SCALE 17 .. trio I lTt 5-13-97 PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH.CA 92658 KILOMETER POST TOTAL PROJECT 0. ( 3/0. 97 31. 7(/32. 08 MOFFA TT & NICHOL ENGINEERS 3720 SOUTH SUSAN STREET, SUITE 200 SANTA ANA,CA 92704 SHEET TOTAL NO. SHEETS 1,7 2.02. Thi 5tatr, uf Cd/fomla or rts Uflr»r6 or QIJOlt6 6/'dl rd /16 lt!6pOM//JhJ for "'8 OCQJrr1t¥ or eotrpfffffJlilJ d eJedrodc tXl){oo d tits {iOII st,xi. LEGEND 0 III ~ [!] [i] [j] CUT AND REMOVE THE EXIST(NG 6(0 rrm (24"l DIP SEWER FORCE MAIN AS INDICATED. DRESSER STEEL FLANGED ADAPTOR STYLE 12B, OR APPROVED EQUIVALENT FOR JOINING EXISTING 610 rrm (24"> FORCE MAIN CAST IRON/DI PIPE, AS INDICATED. 610 rrm FLANGED PLUG VALVE~U~F U 9 I ACTUATOR MODEL ABGl6H20, ON THE EXISTING 610 rrm (2Jl5 R E AIN. ADJUSTABLE VALVE BOX AT GRADE PER CSDOC STD DRAWING S-015. WELD EXIST 610 rrm (24") PLUG VALVE IN "OPEN" POSITION TO PREVENT CLOSURE AND MOVEMENT AND REMOVE EXISTING VALVE BOX. ADJUST MANHOLE WITH TOP SLAB TO GRADE PER DETAILS HEREON. REMOVE AND SALVAGE MANHOLE RING AND COVER. REMOVE 300 rrm (12') CONCRETE MANHOLE TOP SLAB. REMOVE UPPER 100 rrm (4') OF CONCRETE SHAFT, VERIFY THAT CENTER OF THE MANHOLE IS OVER CENTER OF FLANGED TEE. EPOXY COAT TOP OF CONCRETE MANHOLE SHAFT. CONSTRUCT 305 rrm (12'l CONCRETE MANHOLE TOP SLAB WITH REINFORCING PER DETAIL HEREON. INSTALL SALVAGED MANHOLE FRAME AND COVER WITH CONCRETE COLLAR PER CSDOC STD DRAWING S-050, CONCRETE CLASS A. REINFORCING STEEL. 75 rrm (3') CLEARANCE, STEEL TO FACE OF CONCRETE. VERIFY THAT CENTER OF THE MANHOLE IS OVER CENTER OF FLANGED TEE OF EXISTING 610 rrm (24') DIP FORCE MAIN IN BOTTOM OF MANHOLE. SANITARY SEWER DETAILS THIS PLAN ACCURATE FOR SANITARY SEWER WORK ONLY. ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN. SCALE AS SHOWN SS-7 FOR REDUCED PLANS ""'~ara, <:er•• cc '" "", ,.,,.....,.,,.<><:: 0 I 20 I ,o I 60 I 80 I CITY CONTRACT NO. r-?~~i:: CITY OWG. NO. p_,:;~Q7-<' FA 03890 I ' ,.,; ;:; <:H " ;,. □ w >-<D V) > □ w w 0: V) w > .... w .. 0: □ ' w .... .. D '>->-D<D w <D f-□ □ -<W ...,z w :JD "' u-u -' V) w -<W I u □ u ': • r 0: r w V) > a >- z ::,; " ::,; VI .., w C ~ I-... ,_ "" 0 ' 0.. V) z: ... I= ~ ,_ z: I:! "" ... 0.. Lu 0 ... z: 25 .... ! i _; ' c5 Lu ,_ ... ,_ V) • 0 z ::,; ::, 0 z UJ 0 0 < "' UJ 0.. 0 UJ V) > UJ "' THIS PLAN ACCURATE FOR SEWER WORK ONLY. FOR REDUCED PLANS .,,,,. " C'" ' " 0 ' 20 ' 40 60 ' BO ' 01ST COUNTY ROUTE KILOMETER POST SHEET TOTAL ~ trTc J TOTAL PROJECT 12 Ora 55, I 0. 13/0. 97 31. 71/32.08 RS ENGINEER 5-13-97 PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH.CA 92658 MOFFA TT & NICHOL ENGINEERS 3720 SOUTH SUSAN STREET, SUITE 200 SANTA ANA,CA 92704 NO. SHEETS 68 20.2. TlfJ stat& rf Cdffcnia or Its dfkt!rs or (J(JNts /Jh1JI nd bt1 n,spor,s//io for fm ~ r:r ~ rf e/edrofic cop/tJB d INS JJ/411 sf,d. COMMENT CONSTRUCTION NOTES lgg\-ADJUST SEWER MANHOLE ~ STD DWG S-055. TO GRADE PER CSDOC NOTE, I. 2. 3. ALL AGGREGATE BASE REMOVED SHALL BE REPLACE WITH CLASS B CONCRETE. CONCRETE MAY BE CIRCULAR OR SQUARE IN SHAPE WITH A MINIMUM OF 305 mn BETWEEN EDGE OF CONCRETE AND LIP OF MANHOLE FRAME. MANHOLE MAY BE ADJUSTED TO GRADE USING BRICK AND MORTAR OR PRE-CAST RINGS . SANITARY SEWER SCALE 1,500 ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN. DETAILS SS-8 CITY CONTRACT NO. r-?~Hl~ CITY DWG. NO. p_i::;i;q7_,::: FA 038901 X X X X i-· 8 , I . r------;-------1--------1--------1---:---1-"---":---i---s--,---,.-~-,---,----,---. _, ___ ,_ ~---,----~---•---,-·--·-c------r------1-----+---•---,----+---, ------,---,---,---·---,-------,----,---t ··1 ..... -__ I •. .. trio I ~Tt KILOMETER POST SHEET TOTAL TOT AL PROJECT NO. SHEETS o. 13/0. 97 , 0 202. 31. 71/32.08 .. , 7 -J---i--'.__-J.L ; ------------1-----,---+-------~----c~c----, 5-13-97 5 <El~ ; 4 ,. 0 w >-"' "' 3 > D w w er "' w 2 > f-w <( "' 0 w f-<( D 0 '>->-OOJ w "' f-0 0 <(W -'z w ::, '-' "' u-u -'"' w <:W I uo u ': ,i :,: "' :,: w "' > 0 >-z ~ '-' iii -., w 0 z: !:! ,_ ... ,_ 0 !s z ei :::, z: ::, ... 0 I= z w .... 0 0 Cl ,_ <( z: "' l! w 0.. "" ... Cl fb w Q ::, "' "' w ... "' z: <8 ~ ":: i l 3 '-" ,_ ... ,_ V> It . -., .... ~---- -----"-- -_\.._ -----1-- 1 ~ I -I I • ' ---r-· -~ --;----1----~-- ___ : -I -----: ___ J_ --+---,---.----+ --·•-: I I \ ,,.--, ....... -'~-·:\ I IV-EXIST 686 rrrn (27" l VCP L..,,,., ,, ,-v \ I I I I I I EX I ST I NV EL \ \ \ \ 0. 242:!: I I ~-,' c-1:-----\ I I I CONST NEW 1829 rrrn C72" l ID MH PER CSDOC STD DWG S-050. 610 mm (24'1 VCP REMOVE INTERFERING PORTION--f--1--r OF EXIST 686 rrrn (27" I VCP. EXIST MH NO. I STA 10+00.000 INV EL 0. 245:!: EXIST INV EL \ 0. 243± I I I \ , \ I \ I \ I 1..----EX I ST 686 rrrn (27' I VCP I \ I ' \ \ \ \ I \ __ )/ I /\-A-- \(_1_./ \ MANHOLE NO. 1 SCALE I• 20 NOTEi EXIST INV EL o. 838± INV EL 0. 830:t REMOVE EXIST MH SHELF TO FORM SMOOTH FLOW CHANNEL WHEN NEW SEWER IS PUT INTO SERVICE. I \ PLANS APPROVAL DATE CITY OF NEWPORT BEACH ·-,--+----•---C ---0----c·-+-----l 3300 NEWPORT BOULEVARD \ MANHOLE NO. 3 SCALE I• 20 NEWPORT BEACH, CA 92658 MOFFA TT & NICHOL ENGINEERS -t------i 3720 SOUTH SUSAN STREET, SUITE 200 SANTA ANA,CA 92704 rm strifr1 rf ColffcmkJ or Its dfkff"ll ar C1f1IYh lllrJ/1 rd bll l'f!6pOM/bhJ far ttr, ~ ar ~ (f 6/IJdrolllr: otpu rf ffis plan st., FILL CHANNEL WITH CLASS "A" CONCRETE, SHAPE SIDES CIP. TO FORM SMOOTH FLOW SURFACE. MANHOLE BASE DETAILS ffi SANITARY SEWER DETAILS SCALE AS SHOWN SS-9 THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD ELEVATIONS. ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN. FOR REDUCED PLANS ()F!l('";JNAl Sf:AI F 1N MIi I l~AFTFR<; -,. ,..,,·. __ O 20 I_ I I ,o I 60 I ,o I CITY CONTRACT NO. r-?AAh C I TY OWG. NO. P-'if;Cl7-C::: cu 1??08 FA 03890 I ' <a~ ~ :,; ;a 0 w >-"' a, > 0 w w "' O'. w > ,_ w "" O'. 0 ' w ,_ "" 0 '->->-OaJ w a, ,-o 0 -,:W -' z w ::><, "' u-u -'"' w -,:W I uo u ':: ' vi :,: "' :,: w "' > 0 >-z ~ " vi --, .. 0 iS I-<C I-:s ' 31 :li a: I-... 0 I-z: ~ a: <C e:i Q <C z: l!s ": • ! _; X ~ ..., I-<C I-"' dP 0 z ::, ::, C z L,J C C <l er L,J 0.. C L,J ::, "' "' L,J er <8 INV EL 3.656± EXIST INV EL 3. 656± FILL CHANNEL WITH CLASS 'A' CONCRETE, SHAPE SIDES TO FORM SMOOTH FLOW SURFACE. ----- ------ MANHOLE NO. 8 SCALE I •20 NOTE• REMOVE EXIST MH SHELF TO FORM SMOOTH FLOW CHANNEL WHEN NEW SEWER IS PUT INTO SERVICE. EX I ST MH NO. 6 STA 12+94.041 THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD ELEVATIONS. FOR REDUCED PLANS ,-,,c,,,-,_,., <Cf"AI e--,., "" r ,.,r.,....-,c,,- 0 ' 20 ' ,o ' 60 ' 80 ' .. trTo I ~"t ROUTE 55, I KILOMETER POST TOTAL PROJECT o. 13/0. 97 31. 71/32.08 V L ENGINEER 5-13-97 PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 MOFFATT & NICHOL ENGINEERS 3720 SOUTH SUSAN STREET, SUITE 200 SANTA ANA.CA 92704 SHEET TOTAL NO. SHEETS rm stalfJ rf Cclffornkl or Tf8 cfflCNr; or (}tJ8(ts Mall rube llJ6pDM/blfJ for tm r,a;unq or ~ rf rll!drolllc ooptu rf tits ,:tan shtJtJI. MANHOLE ill SANITARY BASE DETAILS SEWER DETAILS ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN. C I TY CONTRACT NO. r-?OOC C I TY OWG. NO. p_i::::t::.Q7-<:: SCALE AS SHOWN SS-10 r.1 I I ??OA 0 w >-<D V) > 0 w w 0: V, w > c-w <( "' 0 ' c- <( 0 '>->-O<D w <D c-0 <(W 0 -'z w :, <!) "' (.)-(.) _J VJ w <(W I (.)0 (.) c-" ' ~ :,: 0: :,: w VI > 0 >-z ~ C, ;;; -, w 0 ~ I-... I-~ ' 0.. V, :z ... a: I- ~ I-:z ~ a: ... 0.. L.,J 0 ... :z a: 0 "= I ! ; ' c5 L.,J I-... I-V, • UTILITY OWNERS CABLE TV COMCAST CABLEVISION 2201 S. ANNE STREET SANTA ANA, CA 92704 CONTACT• JON FEW (714) 285-2056 ELECTRIC SOUTHERN CALIFORNIA EDISON 14803 CHESTNUT STREET WESTMINSTER, CA 92683 CONTACT• CHRIS CARTWRIGHT (714) 895-0246 REGIONAL SEWER COUNTY SANITATION DISTRICT OF ORANGE COUNTY 10844 ELLIS AVENUE FOUNTAIN VALLEY, CA 92728-8127 CONTACT• NICK ARHONTES (714> 962-2411 x3011 TELEPHONE PACIFIC BELL 3939 E. CORONADO 2nd FL. ANAHEIM, CA 92807 CONTACT• DALE KOLBE <714) 666-5704 ABBREVIATIONS CNB CITY OF NEWPORT BEACH COMCAST COMCAST CABLEVISION CSDOC COUNTY SANITATION DISTRICT OF ORANGE COUNTY PACBELL SCE SCG PACIFIC BELL SOUTHERN CALIFORNIA EDISON SOUTHERN CALIFORNIA GAS ... Irle I l"'t DIST COUNTY ROUTE 12 Ora 55, I 5 • 13 • 97 PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 MOFFA TT & NICHOL ENGINEERS 3720 SOUTH SUSAN STREET, SUITE 200 SANTA ANA,CA 92704 SHEET TOTAL NO. SHEETS 71 202 TIB Sttn d CIJ!lforria or tl8 rflfOKs or 09fW6 611111 rd bl ~tile for ffrl Ol»T«JI or ~ of f/fdrarlc oot:JM d' ttis (ion 81'1#1. GAS CITY WATER, SEWER AND STORM DRAIN CITY OF NEWPORT BEACH CT STATE DEPARTMENT OF TRANSPORTATION SOUTHERN CALIFORNIA GAS COMPANY 1919 S. STATE COLLEGE BOULEVARD ANAHEIM, CA 92803 CONTACT• JESSE SALAZAR (714) 634-3049 DAVID BALDWIN (714) 634-3267 80 nm GAS, SCG NOTES• CNS 200 nm SEWER, CSDOC 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92663 CONTACT• LLOYD DALTON (714) 644-3328 PP--~ OH ELECTRIC, SCE OH TELEPHONE, PACBELL OH CABLE TV, COMCAST I, LOCATION OF UTILITY FACILITIES SHOWN ON THESE PLANS WERE OBTAINED FROM OWNERS RECORDS AND/OR FROM FIELD SURVEYS. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTMENT TO GRADE FOR ALL WATER, SANITARY SEWER, AND STROM DRAIN WORK. 3. CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANIES FOR ADJUSTMENT TO GRADE FOR ALL ELECTRICAL, GAS, TELEPHONE ANO CABLE TV FACILITIES. 4. FOR ADDITIONAL INFORMATION ON UNDERGROUND FACILITIES, SEE DRAINAGE, SAN IT ARY SEWER ANO WATER PLANS. THIS PLAN ACCURATE FOR EXISTING UTILITIES ONLY. FOR REDUCED PLANS n1:11r.1NAI <::r~! ,:-IN"'' t '"ICTICO<:; 0 I 20 I 60 I 80 I LEGEND [iJ TO BE RELOCATED BY UTILITY OWNER DURING THE PROGRESS OF THE CONTRACT ANO WILL REQUIRE COORDINATION WITH THE CONTRACTORS OPERATION. UTILITY PLAN ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN . CITY CONTRACT NO. r:-?AAi:::. f:IJ I ??OR SCALE I, 500 U-1 , ,.! ~ <::3 ~ ::> 0 w >-"' <D > 0 w w a: "' w > I-w <{ a: 0 , w I-<{ 0 '>->-0 <D w <D 1-0 0 <{W -' z w :, '-' "' o-0 -' V) w <{W I uo 0 I-"J: , iii :,: . a: :,: w V) > 0 >- z $! C) iii , w 0 i§ I-... I-a: 0 , 0.. V> z ... a: I- "-0 I-z ... :::E I-a: ... 0.. ... 0 ... z g§ "- " i _j • "-, 0 ... I-... I-V> t 0 z 750 I. 2. LOCATION OF UTILITY FACILITIES SHOWN ON THESE PLANS WERE OBTAINED FROM OWNERS RECORDS AND/OR FROM FIELD SURVEYS. SEE SHT U-1 FOR ADDITIONAL NOTES. ~---750 rrrn ~--675 rrrn SEWER, CSDOC ABAND SEWER, CSDOC SEWER. CSDOC 750 rrrn 75 rrrn GAS, CNB 600 rrrn SEWER FORCE 675 rrrn SEWER FORCE pp 150321 50 rrrn GAS, SCG CABLE TV, COMCAST I FOR REDUCED PLANS ,......,,,.. , ... , c--,,,.. ,., ,,,,' DIST COUNTY ROUTE 12 Ora 55, 1 KILOMETER POST TOTAL PROJECT 0. I /0. 97 31. 71/32.08 SHEET TOTAL NO. SHEETS 72. 2.02. ~-----600 rrm WATER, CNB .. Irle I ~"t R~<-15- 0 ' 20 ' 40 ' PACBELL ~CTR I CAL, ANA AV£ LEGEND SCE 5-13-97 PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 rrrn GAS, SCG TO BE RELOCATED BY UTILITY OWNER DURING THE PROGRESS OF THE CONTRACT AND WILL REQUIRE COORDINATION WITH THE CONTRACTORS OPERATION . 150 rrrn HP GAS, SCG NEWPORT BEACH 900 rrrn SEWER FORCE MAIN, CSDOC CABLE TV, COMCAST 600 rrm SEWER, CSDOC "-~ 4c/;.1 ~'--.__ 0 rrrn HP .. , SCG . (J' '<'0. .. rrrn GAS, SCG ":, ·. . . S~~ "-I}-. O rrrn GAS, SCG / . . . .· . "-''-.-"-. If; G~~"" ·. .•• rrrn GAS, SCG • • . • . /tf1'4~~~ "" '. ~~, 60 80 ' ' ALL DIMENSIONS ARE ~ ~>-_ ~;,,,.~ '-.,_ METERS UNLESS OTHERWISE SHOWN. CITY CONTRACT NO. r-?OOC CI TY OWG. NO. r:,_c:cn7 _c- UTILITY PLAN SCALE 1,500 U-2 D w >-m VJ > D w w er VJ w > f-w ., er D ' w f-., D ' >->-om w m f-0 «w D _JZ w :, <!) "' u-u _J VJ w «w I uo u f-'I: • iii :r 0: :r w VI > 0 >-z ~ "' "' , w 0 ~ I-.. I- ' ~ V, :z ~ I- ls I-:z !II ,-a: .. 0,. ... Q .. :z ~ Lo.. • j < _, '' ~ ... ,-.. ,- V, It NOTE• I, LOCATION OF UTILITY FACILITIES SHOWN ON THESE PLANS WERE OBTAINED FROM OWNERS RECORDS AND/OR FROM FIELD SURVEYS. 2. SEE SHT U-1 FOR ADD IT I ONAL NOTES. ~ "' ,. -I VI(') ..,:c "'r Viz iii"' l'1 VI -1_, c" ' "" "'--+ 0 "' THIS PLAN ACCURATE FOR EXISTING UTILITIES ONLY. FOR REDUCED PLANS 0 20 ◄O 60 80 ORIGINAL SCALE IN MILLIMETERS .. Irle I ~"'t CABLE TV, COMCAST 300 ITTTI WATER, CNB ' ', 200 ITTTI SEWER IN CONC CASING, CNB 150 ITTTI GAS(,, SCG----'-----.:. LEGEND 5· 13·97 PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 MOFFA TT & NICHOL ENGINEERS 3720 SOUTH SUSAN STREET. SUITE 200 SANTA ANA,CA 92704 SHEET TOT.AL NO. SHEETS ?S 202 ThtJ ~ r, CtJllfornla or tts r,f!O¥s or (J(Jtllh s/rl/1 rd be rss,x,Mfbltl rrr ffrl arxn-aq or ~ r, olodrorlc CCJPM r, ttis Pan sh!fll. ITTTI WATER IN ITTTI STEEL CASING, CNB TO BE RELOCATED BY UTILITY OWNER DURING THE PROGRESS OF THE CONTRACT AND WILL REQUIRE COORDINATION WITH THE CONTRACTORS OPERATION . ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN, CITY CONTRACT NO. CI TY DWG. NO. C-2886 R-~697-~ UTILITY PLAN SCALE I• 500 U-3 cu 12208 EA 038901 0 w >-<D V> > 0 w w D'. V> w > .... w <( D'. 0 .... <( 0 '>-O<D >-w <D f-0 <(W 0 _,z w ::, " "' u-u _, V> w <(W I uo u ... ' ' -· ::c D'. ::c w > 1/) 0 >- z ~ "' ., --, w 0 ~ I-... I-ls ' .,_ l:l ... I= ~ I-z: !!II I-"' ~ u.J Q ... z ls .... 'I ; ' ~ • 80 ,. ,,.,,·. __ --- .. Irle I l"t S-13· 97 PLANS APPRO VAL DATE CITY OF NE 3300 NEWP~PORT BEACH NEWPORT BE:~ BOULEVARD H, CA 92658 MOFFATT & NIC SHEET TOTAL NO. SHEETS 74 202 3720 SOUTH S HOL ENGINEERS SANTA USAN STRE ANA, CA 92704 ET• SUITE 200 ~h, Std& d CallformJ or ~ d ~ rflfONIS or (J(J(d6 oo,J/eB cf tN6 fiOn -6fdl Id b& re6l)Oll8/ble ,, . ,ortfeaucutqt CONSTRUCTION NOTES ©-ADJUST WAT ®- COVER TO G~~D~~NHOLE OR VAULT FURN (SO ISH ANO INSTAL Q_ E rrm) PER CI TY S~D w~~~~ SERVI CE 2' ~ NCASE WATER ST0-503-L LINE PER CSOOC STD • OWG S-1 00. WATER PLAN SCALE I• 500 ALL DI METERS UNL~t~SIONS ARE IN OTHERWISE SHOWN. W-1 CITY CONTRACT r-?CHJ~ NO. ~/I 01R901 ' ' ' -~- 0 >-<D w V> 0 > w w 0: V> w > ,.. w .. 0: 0 w ,.. .. 0 ' >->-O<D w <D ,-o 0 -,w ..JZ w :, " "' u-u ..JV> w «w :,: uo u ,.. ' I ~ :r a: :r .. en > 0 >-z 3] " ui , w 0 ~ ,_ i !2 < "' ,_ ~ ,_ z i'! "' < c.. "" c:, ... z "' 0 "= I ! 3 <5 "" ,_ < ,_ V> 11P [Q 0 0 GJ 0 G [2] G G 8J B @] @] El El STAGE I -PHASE 1 CONSTRUCTION OVERVIEW CONSTRUCT NEWPORT CHANNEL BRIDGE (WIDEN>. HOSPITAd ff L_ CONSTRUCT WEST PORTION OF SR55/SRI SEPARATION STR. CONSTRUCT SW NO. 33. CONSTRUCT RETAINING WALL NO. 33A. CONSTRUCT RETAINING WALL NO. 33B. CONSTRUCT RETAINING WALL NO. SA AND SB. CONSTRUCT RETAINING WALL NO. 37. CONSTRUCT SB ROUTE 55 PAVEMENT WIDENING AND SIDEWALK FROM SHORT ST TO NEWPORT CHANNEL BR CONSTRUCT SB ROUTE 55 NEWPORT CHANNEL BR TO CONSTRUCT E RAMP AND CONSTRUCT Bl RAMP W IN NW QUADRANT. CONSTRUCT SB ROUTE 55 PAVEMENT WIDENING AND SIDEWALK TO HOSPITAL ROAD. CONSTRUCT EB ROUTE I PAVEMENT WIDENING AND SIDEWALK FROM E RAMP TO ROUTE 55. _; 24 E CONSTRUCT WB ROUTE I PAVEMENT WIDENING FROM r--"~"'-'/ B2 RAMP TO ROUTE 55. CONSTRUCT SB ROUTE 55 TEMPORARY PAVEMENT FROM NEWPORT CHANNEL BR TO SR55/SRI SEPARATION STRUCTURE. CONSTRUCT SB ROUTE 55 TEMPORARY PAVEMENT FROM SR55/SRI SEPARATION STRUCTURE TO B2 RAMP. CONSTRUCT DETOUR BD IN NW QUADRANT. ,. ,..,,. __ ) 22 NEWPORT BEACH STAGE I -PHASE 1 STAGE I -PHASE 2 CONSTRUCTION OVERVIEW CONSTRUCT B2 RAMP IN NW QUADRANT. CONSTRUCT SB ROUTE 55 PAVEMENT WIDENING AND TEMPORARY PAVEMENT FROM Bl RAMP TO B2 RAMP IN NW QUADRANT. CONSTRUCT SOUTH SIDE Bl RAMP CURB AND GUTTER SECTION IN NW QUADRANT. -_; ~ HOAG 0 ' NEWPORT HOSPITAd ff L_ .. trio I ~"'t 12 RE PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH,CA 92658 MOFFA TT & NICHOL ENGINEERS 3720 SOUTH SUSAN STREET, SUITE 200 SANTA ANA,CA 92704 SHEET TOTAL NO, SHEETS iS 202 Tt,, Stahi r.f Ca!ffortia er Its df!O¥s or Ol}tlfh sh:lfl Id b8 ~Ne for tf1fJ OIXU'a!¥ or ootf¥)1~ of eltdronlc ccp/tN; r.f tNs p/1111 6h«I. LEGEND EXISTING ROADBED AND ROADBED COMPLETED IN PREVIOUS STAGE. CONSTRUCTION THIS PHASE OR STAGE. TEMPORARY CONSTRUCTION THIS PHASE OR STAGE. ~ CONSTRUCTION TO BE PERFORMED IN FOLLOWING PHASE OR STAGE. CN) -- Roun 1 NEWPORT BEACH CHANNEL STAGE I -PHASE 2 CITY CONTRACT NO. CITY OWG. NO. ,.... ..,(>,..,,. "' ,.,.,.,.,. ,.. TRAFFIC THIS PHASE OR STAGE AND NUMBER OF LANES IN USE. REMOVAL OF TEMPORARY PAVEMENT THIS PHASE OR STAGE. ST AGE CONSTRUCTION INDEX -STAGE I NO SCALE SC-1 f"'I I I ??f'IP ) I--+----< □ w >-m V) > □ w w a: V) w > I-w "' a: □ X w I-"' □ ,,. >-□m w m 1-□ □ «w _,z w ::J '-' "' u-u _, V) w «w I u□ u I-I , ·11n :,: 0: :,: w "' > 0 >-z 31 ~ en -, w C is .... < .... @5 X 0.. V> :z ~ .... 0 .... :z LU :::I! .... a: < 0.. LU C < :z a: 0 .... , i C ., .... X 0 LU .... < .... V> • , . .,..,.· __ STAGE II CONSTRUCTION OVERVIEW CONSTRUCT EAST PORTION OF SR55/SRI SE PARAT I ON STR. CONSTRUCT STAIRWAY IN NE QUADRANT. CONSTRUCT RETAINING WALL NO. 36 AND 38. CONSTRUCT NB ROUTE 55 PAVEMENT WIDENING ANO SIDEWALK FROM NEWPORT CHANNEL BR TO SR55/SRI SEPARATION STR. CONSTRUCT 02 RAMP ANO SIDEWALK IN SE QUADRANT. CONSTRUCT EB ROUTE I WIDENING AND SIDEWALK FROM ROUTE 55 TO 02 RAMP. CONSTRUCT WB ROUTE I WIDENING AND SIDEWALK FROM ROUTE 55 TO OLD NEWPORT BLVD. CONSTRUCT NB ROUTE 55 PAVEMENT OVERLAY, WIDENING AND SIDEWALK FROM SR55/SRI SEPARATION STR TO OLD NEWPORT BLVD. REMOVE TEMPORARY PAVEMENT IN NW QUADRANT. CONSTRUCT PATHWAY IN NW QUADRANT. -_J ~ HOAG PACfF1c 24 E CHANNEL [(] 0 [2] G 0 ~ ~ ~ G Rourr 1 STAGE Ill CONSTRUCTION OVERVIEW CONSTRUCT EB ROUTE I PAVEMENT WIDENING AT THE SR55/SRI SEPARATION STR. CONSTRUCT WB ROUTE I PAVEMENT WIDENING AT THE SR55/SRI SEPARATION STR. CONSTRUCT SB ROUTE 55 SIDEWALK ON NEWPORT CHANNEL BR. CONSTRUCT SB ROUTE 55 CURB RETURN ANO SIDEWALK FROM NEWPORT CHANNEL BR TO SR55/SRI SEPARATION STR. CONSTRUCT SB ROUTE 55 SIDEWALK ON SR55/SRI SEPARATION STR. CONSTRUCT SB ROUTE 55 RAISED ISLAND, CURB RETURN AND SIDEWALK FROM SR55/SRI SEPARATION TO BI RAMP. REMOVE SB ROUTE 55 TEMPORARY PAVEMENT FROM SR55/SRI SEPARATION STR TO Bl RAMP. CONSTRUCT ROUTE 55 RAISED MEDIAN FROM SHORT ST TO 01 RAMP. CONSTRUCT ROUTE 55 RAISED MEDIAN FROM SR55/SRI SEPARATION STR. TO STA 'A'38+54. -_J~ HOAG BEACH STAGE II FOR REDUCED PLANS r,,:,,""'"' """""" , .. ""' ,.,,.,,,.,,. 0 ' __)· f ( HOSPITAL RO '--- ) ) J J ) .. trio I ~Tt DIST COUNTY ROUTE 12 Ro S· 13·97 PLANS APPROVAL DA Tr:: CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 MOFFA TT & NICHOL ENGINEERS 3720 SOUTH SUSAN STREET, SUITE 200 SANTA ANA, CA 92704 SHEET TOTAL NO. SHEETS 7~ 202 TftJ stth tf Collforlio or rts rllfctrs or agtJlt:s s"1/I Id be respros//i$ for fftJ OIXU"«r or fX/0',:J._ uf r,JfdrrJl'Jlc CO()los ff tfis plan stM. LEGEND EXISTING ROADBED AND ROADBED COMPLETED IN PREVIOUS STAGE. CONSTRUCTION THIS PHASE OR STAGE. TEMPORARY CONSTRUCTION THIS PHASE OR STAGE. f0:%:':a CONSTRUCTION TO BE PERFORMED IN FOLLOWING PHASE OR STAGE. (N) -- Rourr , NEWPORT BEACH STAGE Ill CITY CONTRACT NO. l""'~')CIOr.: C 1 TY OWG. NO. n c,,,.'17 r. TRAFFIC THIS PHASE OR STAGE ANO NUMBER OF LANES IN USE. REMOVAL OF TEMPORARY PAVEMENT THIS PHASE OR STAGE. STAGE INDEX - CONSTRUCTION STAGE II AND Ill NO SCALE SC-2 >-a, Cl w V) > w "' ' w ... <( Cl '>-Cl a, w t-Cl <(W -1z ::i<O u- _j V) <(W uc:i ... ' ' V) a: w > 0 z " V) w Cl z 0 -« -"' 0 o._ V, z « "' -LI-0 -z w ::,; -"' « o._ w 0 « z "' 0 ':: j LI- ' 0 w -« -V, Cl w V) > w "' w ... <( Cl >-a, Cl w "' u w I u I I V) >-::, ::, --, I • STAGE IV CONSTRUCTION OVERVIEW CONSTRUCT ROUTE I RAISED MEDIAN FROM Bl RAMP TO OLD NEWPORT BLVD. CONSTRUCT WB ROUTE I TRAFFIC ISLAND AT INTERSECTION WITH OLD NEWPORT BLVD. -.._J H PAc,r,c 24 NEWPORT CHANNEL HOSPITAd ff l__ --(3) RourE , NEWPORT BEACH STAGE IV FOR REDUCED PLANS nRIC,INAl SCALF IN MIi I l~~l'"T""i:;><:; 0 I CITY CONTRACT NO. r-/RAh ~rlc I ~"t (N) -- ROUTE 55, I •HS V L ENGINEER S•\3•97 PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEY ARO NEWPORT BEACH,CA 92658 MOFFA TT & NICHOL ENGINEERS 3720 SOUTH SUSAN STREET, SUITE 200 SANTA ANA,CA 92704 Tt,, Staled catlfortia or It,; dffotrs or Qt}lllfs $hrJII nd te r45P(}flSlblt r« ,,,,, oocm;q, or OOl'lf)I~ r,f 6~c oo,;ifJS d tfis plan 81'se/. LEGEND EXISTING ROADBED AND ROADBED COMPLETED IN PREVIOUS STAGE. CONSTRUCTION THIS PHASE OR STAGE. TEMPORARY CONSTRUCTION THIS PHASE OR STAGE. CONSTRUCTION TO BE PERFORMED IN FOLLOWING PHASE OR STAGE. TRAFFIC THIS PHASE OR STAGE AND NUMBER OF LANES IN USE. REMOVAL OF TEMPORARY PAVEMENT THIS PHASE OR mm STAGE. STAGE CONSTRUCTION INDEX -ST AGE IV NO SCALE SC-3 cu 1??08 FA 038901 j ' ' ' 0 w >-Cll V> > 0 w w 0: V> w > ,__ w <( a: 0 w ,__ <( 0 '>-0 Cll >-W Cll ,-o <(W 0 _JZ W :,o "' u-L) _JV, w <(WI c>O L> >- 0 >- z ~ " iii --, w 0 ~ I-~ ~ <I) z .. a: I- l!; I-z !II I-a: .. a.. ... 0 .. z ls ~ I ' ' ., \!; ... I-.. I-<I) • -... _.., .. __ NOTES• I. EACH TEMPORARY RAILING (TYPE K> SECTION SHALL HAVE ONE YELLOW OR ONE WHITE REFLECTIVE MARKER MOUNTED ON IT AT 6.0 METER SPACING. YELLOW REFLECTORS SHALL BE USED WHEN THE RAILING IS ON THE LEFT SIDE OF TRAFFIC. WHITE REFLECTORS WHEN ON THE RIGHT SIDE. FOR REFLECTOR TYPE AND MOUNTING DETAIL. SEE CONSTRUCTION DETAILS. 2. ALL TEMPORARY RAILING (TYPE K) SHALL HAVE SCUPPERS WHEN PLACED ON THE LOW SIDE OF ROADWAY SUPERELEVATION TO ACCOMMODATE DRAINAGE PATTERNS. 3. WHEN TEMPORARY RAIL I NG CTYPE K) IS LESS THAN 0. 6 METER FROM EXCAVATION. THE TEMPORARY RAILING (TYPE K) SHALL BE ANCHORED. FOR ANCHOR DETAIL, SEE STD PLAN T3. 4. WHEN TEMPORARY RAILING CTYPE K> IN LESS THAN 1.2 METERS FROM THE EDGE OF DECK, THE TEMPORARY RAILING CTYPE K) SHALL BE ATTACHED TO THE BIDGE DECK. FOR ATTACHMENT DETAIL, SEE DETAIL HEREON. 5. ALL CONFLICTING EXISTING STRIPING AND PAVEMENT MARKERS SHALL BE REMOVED. 6. FOR STAGE CONSTRUCTION QUANTITIES, SEE SUMMARY OF QUANTITY SHEETS. THREADED ROD SHALL NOT EXTEND BEYOND FACE OF BARRIER PLATE WASHER 10 mn x 64 rrrn x 76 mn FACE OF BARR I ER TOP OF BRIDGE DECK K-RAIL 0 ____ ""__,_~ 0 "' ,.....l.__JL....llj-,::::=-lll-,...L_ DRILL & BOND 25 rrrn DIA ROD THREADED FULL LENGTH WITH NUT, INTO HOLE 150 rrrn DEEP CTOTAL 4 PER PANEL)...dc==-~ ..,, TEMPORARY RAILING (TYPE Kl ATTACHMENT DETAIL NO SCALE Q\J\..t.~~RO _L,,_..\~':"';E:_'ll __ f>:-:o~R-:tr •• ?e • ···'.. ·3, ,oo. 3.3 LI LEGEND rzzzza • -+- - "' z '_J ii, CONSTRUCTION AREA TEMPORARY RAILING (TYPE K) CHANNELIZER (SURFACE MOUNTED) TEMPORARY PAVEMENT DELINEATION DETAIL CPA I NT), SEE CONSTRUCT ION NOTE 0 CHANGE OF PAVEMENT DELINEATION DETAIL TRAFFIC LANE TYPE I I I BARRICADE TEMPORARY CRASH CUSHION MODULE (ARRAY AS NOTED) • "' ... ' , ¼ ,y,·~/ZP -__ 3.6 -a-- 3.6 .. Irle I .. "t \ \ \ PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH.CA 92658 MOFFATT & NICHOL ENGINEERS 3720 SOUTH SUSAN STREET, SUITE 200 SANTA ANA, CA 92704 SHEET TOTAL NO. SHEETS 78 aoe Tl'B stala rf Collfortiq or ffs rfl!Oflf'/5 or 0(/flfiS 6'1111 nd btl rM(}Mllltie for tfrJ 00CUlXJ' or ~ rf ti«lrotic CIJp//lf rf ffi15 ,:Jon fiht1ft. 0 0 • I. 62 . 21 STAGE I STRIPING 'A' LI NE 'i 3.3 . 6 I. 62 3. 3 5.47 BEGIN REMOVE CONC CURB CONSTRUCTION NOTES 0-REMOVE CONCRETE CURB. ~ REMOVE TRAFFIC STRIPE AND ~ PAVEMENT MARKER. @-REMOVE PAVEMENT MARKING . e-PAINT TEMPORARY PAVEMENT STRIPE. iin21.. FURNISH AND INSTALL CHANNELIZER U" (SURFACE MOUNTED). ~ FURNISH AND INSTALL TEMPORARY ~ RAILING (TYPE Kl. c:, z "' a. .z-u,-a: "'0 f-• --,v, 8 \ \' I 3 m \SPACING I05 NEWPORT BEACH 3. 3 3.3 3.6 3.3 6. 0 @-FURNISH AND INSTALL TYPE I I I BARRICADE. STAGE CONSTRUCTION TRAFFIC HANDLING PLAN ST AGE I -PHASE 1 SCALE I• 500 0. 79'/ EXISTING STRIPING SECTION A-A THIS PLAN ACCURATE FOR STAGE CONSTRUCTION ONLY. FOR REDUCED PLANS n~!r.lNAI <::('~I,:-11\J Utl, .. ,i:-Ti:-o<:: 0 I 20 I ,o I 60 I 80 I ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN. CI TY CONTRACT NO. r'-?AAi:;. CITY OWG. NO. r,_i::;i:;,cn-c: SC-4 CIJ l??OR FA 038901 ' 0 w >-a, VJ > 0 w w er VJ w > >-w <( er 0 ' w >-<( 0 '>->-0., w 0) >-0 <!W 0 _J z w :, '-' " o-u _J VJ w <(W I uo u .. ,: I .,; :,: "' :,: w 1/1 > 0 ,.. z ~ " ;;; -, w 0 ~ ,_ ;:! ' ~ V, :z: ... ct: ,_ ..,_ 0 ,_ :z: ':Ii ,_ ct: .;,'; LU C ... :z: ct: 0 ..,_ ! I j ' ·~ LU ,_ ... ,_ V, • 0 • 6 1 °1 3.3 , \ ~[ II 15 m SPACING m c-c YPJ '···,,, -, •••• .... •· .... , •BI' LI NE ,~d~[-, ... '~L-_____________ /\ I 2. 4 I. 3. 6 I 3. 96 I EXISTING STRIPING SECTION C-C 8 • NEL I ZER . ' 27B SPACING· Pl (ARRAY JOIN STRIPING ·/ i.~; END REMOVE (:ONC CURB .:: " • : ·,+25, .. .····J?k~·,- rrrn WHITE TYPE IV <Rl . . -. ---... -· .. c; "• -,-.-_.;:,c • . ·. j{ NEWPORT BEACH THIS PLAN ACCURATE FOR STAGE CONSTRUCTION ONLY. FOR REDUCED PLANS "",,..' .,. , _,,,.." r '" '"' , 0 ' 20 ' 40 ' 60 ' 80 ' ' LINE STAGE I-PHASE I TRAFFIC PLANS APPROVAL DA TE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH.CA 92658 MOFFA TT & NICHOL ENGINEERS 3720 SOUTH SUSAN STREET, SUITE 200 SANTA ANA,CA 92704 ThtJ Strh tf Colfforfia or "s <f'ffa,rs or Ol}lld6 s/rJ/1 rdbll "6f)(X1$f/4 fer ttt, ~ or cotfJ)lflfr!m$S (Jf ffldrotic oop/M (Jf ttts plan &lmf. ~· FURNISH AND INSTALL CHANNELIZER ~ (SURFACE MOUNTED). Q_ FURNISH AND INSTALL TEMPORARY ~ RAILING <TYPE Kl. • 'J01'-FURN I SH AND INSTALL TEMPORARY ~ CRASH CUSHION MODULE. @-CONST TEMPORARY PAVEMENT SECTION. Q_ FURNISH AND INSTALL TYPE I I I ~ BARRICADE. • BD' LI NE l I. 2 I. 2 I. 2 0.6 STAGE I-PHASE 2 TRAFFIC 3. 6 I. 2 ---------- 0.6 3. 6 1 3• 6 I 2. 4 I 108 EXISTING STRIPING SECTION D-D 6.95 0.6 3. 5 3.45 TEMPORARY STRIPING 101 3.35 'CCM' LI NE 't I. 9 I. 9 FALSEWORK 0.6 6.95 3.45 3. 5 TEMPORARY STRIPING IOI 3.05 IOI 3.05 EXISTING STRIPING SECTION B-B IOI 3.35 3.05 0.6 ST AGE CONSTRUCTION TRAFFIC HANDLING PLAN STAGE I -PHASE 1 SCALE 1: 500 ALL DIMENSIONSiARE IN METERS UNLESS OTHERWISE SHOWN. SC-5 CITY CONTRACT NO. r_-,-,,:,e CI TY DWG, NO. n t""r.-r,7 ,.. X >-"' 0 "' V) ; "' °' "' I-"' 0 '>-O<D "' 1-0 "'"' _JZ ::>"' u-_J VJ «w uo 1-,: , 0 "' V) > "' °' "' I-"' 0 >-"' 0 "' "' u w I u en ., "' 0 ~ . SECTION A-A A'37•OO TO "A"37+59 OLD NEW __ P __ OR-T TEMPORARY STR BLVD THIS ~- !PING 3. 6 4. 2 --, ,,----:: I - I 2. 74 I . ~ECTION B-B A 37+59 TO • A' 39+94 NEWPORT BEACH LAN ACCURATE FOR STAGE CONSTRUCTION ONLY. FOR REOUC ,...,,,.,,~,,, ~~,;~ANS '" ,,,,' ,,,c--rr-o,:- 0 ' 20 ' 40 ' 60 ' 80 ' =------=-~ .. tr/c I ~"t CONSTRUCTION NOTES @-REM PAVOVE TRAFFIC ~ EMENT MARKERSTRIPE AND ~ REMOVE PAV • w_ p EMENT MARK I NG. ~ A I NT TEMPOR ARY PAVE Q_ FURN IS MENT STRIPE. ~ R H AND I Q_ AILING CTYPEN~j~LL TEMPORARY ~ FURN I SH A CRASH cus~?o~N~6~btE:EMPORARY ALL DI METERS UNL~tr5c\ONS ARE IN THERW I SE SHOWN, CI TY CONTRACT r-_?QOr.: NO. CITY OF NE ATE 3300 NEWP WPORT BEACH NEWPORT B~~~H BOULEVARD • CA 92658 MOFFATT SHEET TOTAL NO. SHEETS so 20a 3720 & NICHOL E SANT A SOUTH SUSAN NGINEERS ANA, CA 92TO~TREET, SUITE 200 Tt/!J state rf or ~':,or:,a or ffs <flTCtJrs '«trorJc ooples rf ':tso/8 sh,lf nd lie f9SP(lll$I. an sir:«, 'ble for ttr, <mra!¥ SC-6 >-<D 0 w "' ; w er w >-4 0 '>-0 <D w >-O «w .JZ :, '-' u- .J"' «w uo >-,: ' .,; a: w > 0 z " iii w 0 is ,_ -< ,_ a: 0 0.. V"I :z -< I= ::s ,_ :z ~ a: -< 0.. u.J C -< :z a: 0 '-!:: ! _; ... 0 u.J ,_ ~ V"I --•·•-- 0 w "' > w er w >-4 0 >-<D 0 w "' tJ w I tJ :,: :,: V, >-~ .., I "' NOTES• I. FOR CONSTRUCTION AREA SIGN SUMMARY, SEE SHEET CS-2. ~ CTYPl 150 ,. _..,. .. __ CONSTRUCTION NOTES ~ REMOVE TRAFFIC STRIPE AND ~ PAVEMENT MARKER. @-PAINT TEMPORARY PAVEMENT MARKING. e-PAINT TEMPORARY PAVEMENT STRIPE. Q_ FURNISH AND INSTALL CHANNELIZER ~ (SURFACE MOUNTED). Q_ FURNISH AND INSTALL TEMPORARY ~ RAIL I NG CTYPE Kl. Q_ FURNISH AND INSTALL TEMPORARY ~ CRASH CUSHION MODULE. Q_ FURNISH AND INSTALL TYPE I I I ~ BARR I CADE. R<>UtE ·1 'CST' LINE 20+00 RIW::::,, PACIFIC COAST HIGHWAY 2+·+00 KILOMETER POST TOTAL PROJECT SHEET TOTAL NO. SHEETS .. Irle I ~Tt 0. I /0. 9 31. 71/32.08 81 202 <>-- <>- <>- <>- = -<> S· 15· ~7 PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 MOFFATT & NICHOL ENGINEERS 3720 SOUTH SUSAN STREET, SUITE 200 SANTA ANA, CA 92704 Ttesti:hd ca/Tforflla arlts df/()IY"6 or og,,ds NlndbttflJSl)Ofl8lblt1 f,r ffr:i t»t:U'OOf or CD1ptnll6/i6 d eiedronlc CCf/tJS d Ws /i6fl slD!I. LEGEND [iJ SIGN NUMBER, SEE NOTE I 0 "' SIGN LOCATION + >--~ FLASHING ARROW SIGN, "-"' Ul TYPE I ...J<t .... "'V, 0 ...JUJ UJZ CD-...J Ul Ul:,: V>U .... ... :,; -;i---:_---.---+---r--=--=-r--=-:..,..,,;..,--~:,==!!..-==-.c.---:---:------=-icC1 65 m-1··~~ ...J ... .... 0 a. cl V, a: ~ V, V, .... V, z 0 .., IOI ----·---~~. ., ••••••••• liOUTE 1 27B 3.96 3.6 3,0 m C-C CTYP) THIS PLAN ACCURATE FOR STAGE CONSTRUCTION ONLY. FOR REDUCED PLANS 0 20 <O ' ' 15 m SPACING 105 CTYPl R/W • ---~----- 0 <>-... + <>-.,..,. PACIFJC COAST HIGHWAY '"' <>-u V, ... 60 80 ' ' <>-.... '"""' Ul UJUJ :,: z -<> v,-...J _,_ Ul u,:,: IOLI, .TAPER V>U .... ... :,; --":R:-/-:,W'-:_;,-·~c..cC""'-- 15, m SPACING 105 (TYPl ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN. CITY CONTRACT NO. C I TY DWG. NO. ,-. ..,nnr .., ,.,.,...,. ,. , ........ _-_ c ARRAY T Jl 107 "' "' + 106 ST AGE CONSTRUCTION TRAFFIC HANDLING PLAN STAGE I -PHASE 1 SCALE I• 500 SC-7 r-11 ! ??l"lP 0 w >-V) <D > 0 w w 0: V) w > .... w < 0: 0 • w .... < 0 '>->-O<D w <D 0-0 0 <W _.JZ w ::,0 "' u-u _.JV) w <W I uo u .... ,: ' ,,; :l: 0: :l: ., en > 0 >-z i " ;;; --, ., 0 ~ I-i:': ~ V, :z ... a: I-.... 0 I-z ':II I-a: ... "-,.., C ... z a: 0 .... ! I ; • ls ,.., I-... I-V, t NOTES• I, FOR CONSTRUCTION AREA SIGN SUMMARY, SEE SHEET CS-I. 103 TYPE IV CR) 27 m BAY TAPER IOI --<> 3. 6 105 15 m SPACING CTYPl 4. 2 40, I TAPER A" 4 ! __ •,92. __ ST8_,F.:(: THIS PLAN ACCURATE FOR STAGE CONSTRUCTION ONLY. FOR REDUCED PLANS 0 20 <O 60 80 KILWETER POST TOTAL PROJECT SHEET TOTAL NO. SHEETS .. tr/c I ~"'t o. . 9 31. 7 I /3 . OB se 2oe 5·13·97 PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 MOFFATT & NICHOL ENGINEERS 3720 SOUTH SUSAN STREET. SUITE 200 SANTA ANA,CA 92104 ThJ Stat& <f catlforlia or rts d'f/C¥s or Q(J1Jlts 8h1/I nd b-, resoonslble for tm ~ or ootrptlMoss If o/edrofJlc cepl«; rf fNs (ian sh,tl. CONSTRUCTION NOTES ~ REMOVE TRAFFIC STRIPE AND ~ PAVEMENT MARKER. @-PAINT TEMPORARY PAVEMENT MARKING. 8--PAINT TEMPORARY PAVEMENT STRIPE. Q_ FURNISH AND INSTALL CHANNELIZER ~-!SURFACE MOUNTED). Q_ FURNISH AND INSTALL TYPE I I I ~ BARR I CADE. LEGEND QJ SIGN NUMBER, SEE NOTE I SIGN LOCATION ~ FLASH I NG ARROW SIGN, TYPE I ST AGE CONSTRUCTION TRAFFIC HANDLING PLAN STAGE I -PHASE 1 SCALE 1•500 ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN, SC• 8 CITY CONTRACT NO. CITY OWG. NO. NOTES• LEGEND I. EXISTING, SEE PREVIOUS PHASE FOR DETAIL. PZ7/7d • -+- 0 w >-VJ m > -0 w w "' VJ w > f-w <( "' 0 , w f- <( 0 '>->-om w m f-0 <(W 0 -'z w ::, '-' " u-u _J VJ w <(W I uo u ~ ,. :c Q: :c w V} > 0 >- z ~ " UI --, '" C ~ ,_ ~ , ~ V, z ~ ,_ ~ ,_ z ~ "' < 0.. L,J C < z "' 0 .... I I ; , .. t5 L,J ,_ < ,_ V, • --, . ....,. __ --,. ---~~ CONSTRUCTION AREA TEMPORARY RAILING !TYPE Kl CHANNELIZER !SURFACE MOUNTED! TEMPORARY PAVEMENT DELINEATION DETAIL (PAINT!, SEE CONSTRUCTION NOTE 0 CHANGE OF PAVEMENT DELINEATION DETAIL TRAFFIC LANE TYPE I I I BARRICADE CONSTRUCTION NOTES Q__ FURNISH AND INSTALL CHANNELIZER ~ (SURFACE MOUNTED!. Q_ FURNISH AND INSTALL TYPE I I I ~ BARR I CADE. TEMPORARY CRASH CUSHION MODULE (ARRAY AS NOTED! Ul ::z ';, .J in 1-·V, . l-o:: ·o ' ::c ?; U1 rs 'm' . SPACING: IOS. R/W NEWPORT BEACH .. ,,.,c I ~"t \ . i S· 19·97 PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH,CA 92658 KILOMETER POST TOTAL PROJECT 0. I . 31. 71/32. 08 MOFFA TT &. NICHOL ENGINEERS 3720 SOUTH SUSAN STREET, SUITE 200 SANTA ANA,CA 92704 SHEET TOTAL NO. SHEETS 85 202 Th!J Stl1trJ rf Cdlfomfa or 1ft; rfflcer,; or (J(J6lh ,;mil rd be fWIXJ(WbltJ fer rm aa:t.nXf or corrrJ/eloo8ss Gf elfJdrodc OOf)/&8 rf ttt,; ()Ian tm«I. STAGE CONSTRUCTION TRAFFIC HANDLING PLAN STAGE I • PHASE 2 SCALE I• 500 ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN. S C-9 THIS PLAN ACCURATE FOR STAGE CONSTRUCTION ONLY. FOR REDUCED PLANS "~'~""" ~~ .. 0 ' 20 ' 40 ' 60 80 ' CITY CONTRACT NO. r __ .-,,.,,.,r Ct TY DWG. NO. 0 w >-<D Vl > 0 w w a: Vl w > ... w .. a: 0 ' w ... .. 0 '>->-O<D w <D ,-o 0 «w ...,z w ::, "' "' u-u -' Vl w <{W I uo u ... ,: , ,ii :,: Ir :,: "' "' > 0 >-z ~ " iii -, "' C i§ .... ~ ' ~ z ... "' .... .... 0 .... z '!II! .... "' ~ Lu C> ... z 15 '!:: I ' ' ., ' ~ Lu .... ... .... V, di _..,.·. __ CONSTRUCTION NOTES •BI' LI NE i ~-REMOVE TRAFFIC STRIPE AND ~ PAVEMENT MARKER. @-PAINT TEMPORARY PAVEMENT MARKING. e-PAINT TEMPORARY PAVEMENT STRIPE. Q FURNISH AND INSTALL CHANNELIZER ~ (SURFACE MOUNTED>. 'I,,,._<> ' . c:~ C, ... ¢,} ct\"' ' ,;:, 'V "<F ;:: ~ SEE NOTE I ' \ ' I .. ' '\. \ • \. ,. ~\ ,. _..,,·.c_ ~- Q_ FURNISH AND INSTALL TEMPORARY ~ RAILING (TYPE Kl. Q_ FURNISH AND INSTALL TEMPORARY ~ CRASH CUSHION MODULE. • 0 "' 6.0 I, 2 STAGE I ~ , . . . . ·.P· HASE 2 . 106 ', TRAFFIC I .. · .. :::==h----'------ c _-. -. :--'--'=-,-...-;--+ -~ -->. "' (ARRAY TJl TYPE IV CR) I0 3 ARROW (TYP) SECTION C-C L--= SEE NOTE I SEE NOTE I NOTE. 6•00 THIS PLAN ACCURATE FOR STAGE CONSTRUCTION ONLY, FOR REDUCED PLANS 20 " 60 8-0 (ARRAY .. Irle I l"t 12 RE S· 13·97 PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 t.10FF A TT & NICHOL ENGINEERS 3720 SOUTH SUSAN STREET, SUITE 200 SANTA ANA,CA 92704 Tm Side cf Collrorria or ffs tflf<XJf's or 0/}l!llh 8/rJII rd 1"' f'f6l}(Xllill:ie for ffB ~ or CtOIIP~ cl elt!JCln:dc ®'" cl ttts &it1n 8hl,I. 'B2' LI NE i 0. 6 300 rtm WHITE HY Pl SPACING 8. 0 'BO" LI NE i I, 6 I, 2 SECTION D-D 3.6 I. 2 NEWPORT BEACH NOTES• I. EXISTING, SEE PREVIOUS PHASE FOR DETAIL . --....~~-=SEE NOTE I '4sJ- Jt; CJtlf,.. ' '4r ' ' , .. ' ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN, CITY CONTRACT NO. CITY DWG. NO. ,.. ,.,,,,,,... n ,-,-n-. ,. STAGE CONSTRUCTION TRAFFIC HANDLING PLAN STAGE I -PHASE 2 SCALE 1•500 SC-1O r) I I ??AP X X =··--- >-<D 0 w V) > w a: w e-<( 0 '>-O<D w >--□ <(W _J z ::, " u- _J"' «w uo e-"t ) "' IC w > 0 z " "' w 0 z ~ ,--< ,- ~ 0-V) :z ~ ..._ 0 ,-:z LU "" ,-a: -< 0-LU C -< z a: 0 "= ! 3 ls LU ,- ~ V) 0 w V) > w a: w e- <( 0 >-<D 0 w "' u w :i: u r r 1/) -, i • NOTES• I. EXISTING, SEE PREVIOUS PHASE FOR DETAIL. TYPE ( V '.!Rl \03 CTYPr OLD NEWPORT BLVD 1 : • • ~tG IN TEMPOJ,ARY PAVEMENT·SECJ I ()N •54 0 N • 3.6 -6. TND TEMPORARY PAVEMENT SECT ION CONSTRUCTION NOTES ~ REMOVE TRAFFIC STRIPE AND ~ PAVEMENT MARKER. 8--PAINT TEMPORARY PAVEMENT STRIPE. Q_ FURNISH AND INSTALL CHANNELIZER ~ (SURFACE MOUNTED>. @-CONST TEMPORARY PAVEMENT SECTION. aouCEl/f,.RD 3g_+_o.o - NEWPORT BEACH THIS PLAN ACCURATE FOR STAGE CONSTRUCTION ONLY. 75 rrm AC !TYPE Bl 150 rrm Cl2 AB DIST COUNTY ROUTE 12 Ora R~~ 4 • 1 5 5 • 13· 97 PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 MOFFA TT & NICHOL ENGINEERS 3720 SOUTH SUSAN STREET• SUITE 200 SANTA ANA, CA 92704 ThtJ stale c< Ca/lforri<1 or ffs d'ffot1rs or Q(JNls stall rd txt ~lblo for rte «JO.rat¥ or rxxrf)lfJ/Mes$ c< elfJCtratlc ccrJes c< fNi, J:/Ql1 $/rd. -lE~IST 180 rrm 220 rrm 164 nm AC CTB SUBBASE SECTION A·A ST AGE CONSTRUCTION TRAFFIC HANDLING PLAN STAGE I -PHASE 2 SCALE I, 500 ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN. SC -11 FOR REDUCED PLANS 0 20 ' 60 80 CITY CONTRACT NO. CI TY OWG. NO. r11 l??f'\Q ' ' ' r ..., ,., ,., ,. .... ,-,. ""7 - -•· ,..,, __ ' 0 w ,. <D V) > 0 w w 0: VJ w > f-w .. 0: 0 f-.. " '-,. ,. om w m f-0 0 «w _,z w ::><, "' <.>-<.> _, VJ w -<W ,: <.>" <.> SEE f-; II) I 0: I "' VI > 0 >-z 3i " iii -, "' 0 15 .... ... .... 0: 0 ' Q. V, z ~ .... is .... z 1.:11 .... 0: ... Q. L,J C ... z 0: 0 ":: I ! ; "-' 0 L,J .... ... .... V, t NOTES• I. EXISTING, SEE PREVIOUS PHASE FOR DETAIL. NOTE I SEE NOTE I ROUTE 1 'CST' LINE 3. 96 20+00 3. 6 3.6 SEE NOTE I~ hOUTE 1 THIS PLAN ACCURATE FOR STAGE CONSTRUCTION ONLY. FOR REDUCED PLANS "".,...' ... ' ,..,_'. ... ,., 0 ' 20 ' 40 ' RIW:::::-, 60 80 ' ' KILOMETER POST TOTAL PROJECT SHEET TOTAL NO. SHEETS .. Irle I ~Tt 0. 13/0. 97 31. 71 /32. 08 86 202 <>- <>-.,,._ PACIFIC COAST HIGHWAY <>- 2+-+00 _,,. -<> SEE NOTE I • R/W •• ___ :::::-._ ____ _ 5· 13·97 PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 MOFFA TT & NICHOL ENGINEERS 3720 SOUTH SUSAN STREET, SUITE 200 SANTA ANA,CA 92704 Tie Skh d Callfcrtio or Ifs df(ONS er agtJlh stcll nd bt, 1"0${J0()8lb/a f« ftr, (10()IJl'OO/ or OIJlft}I._ d eltdroric cc,Jes d Mis plan slst!I. LEGEND 0 "' + SIGN LOCATION ,...._ L,.N w », FLASHING ARROW SIGN ...J<( ... "'"' 0 ...JW wz a,- ...J w WI VIU ,.... <( :,; 0 <>-,-.. <>-o• PACI.FIC CQAST HIGHWAY _ ... <>-,N u.., SEE NOTE I SEE NOTE ' .J'·•.· •• -... ·.•• -,-- 1 ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN. CITY CONTRACT NO. CI TY DWG. NO. I" ,.,.,,.,,. n i;:,-r,7 ,. <>-vi,_ ,_vi Ww Wz -<> I_ VI ...J --WI Wu VI,- <( :,; iiiwJ STAGE CONSTRUCTION TRAFFIC HANDLING PLAN STAGE I -PHASE 2 SCALE I, 500 SC-12 >-m D w VJ > w er X w f-.. D '>-om w f-0 -,w _JZ ::, '-' u-_J VJ «w uo ... 'i .,; 0: w > 0 z " Cl) w " ~ .... ... .... X ~ V, z ... a: .... .... 0 .... z "' :::,; .... a: ~ "' C ... z a: 0 .... ! ; ,i e; "' .... ... .... V, D w VJ > w er w f-.. 0 >-m D w "' u w I u :c :c Vl >-,i -, i It 0 ., , ....... ·. __ .·. N~WfbFi, 4_4•"':.00-. -~ _..,_. __ NOTES• LEGEND I. EXISTING. SEE PREVIOUS STAGE FOR DETAIL. SIGN LOCATION FLASHING ARROW SIGN .. trio I ~Tt s-\3 • 97 PLANS APPROVAL DA TE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH,CA 92658 MOFFA TT & NICHOL ENGINEERS SHEE:T TOTAL NO. SHEETS Si 202 SEE NOTE I 3720 SOUTH SUSAN STREET. SUITE 200 SANTA ANA,CA 92704 .. ;·_--, NOTE I THIS PLAN ACCURATE FOR STAGE CONSTRUCTION ONLY. FOR REDUCED PLANS ('ll;llf':11\l~I <::r~I <C ,_, '"', tPC"TC'C><:: 0 I 20 I 40 I 60 I 80 I SEE Tie Stole Qf Ccl/forfia « fts <fffctJ,f'ts or ogi:ds sh1/I rid be re6f)l)()8llllo for ftt, oinll"«f or cctrr:J~ Qf olodrrdc copies d ttts fian $h:d. ST AGE CONSTRUCTION TRAFFIC HANDLING PLAN STAGE I -PHASE 2 SCALE I• 500 ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN, S C-13 CITY CONTRACT NO. r-?AAe::; CI TY OWG. NO. n_,:::e:07_,:;-1,1J I ??OR FA r)~R901 0 >-<D w V) > 0 w w ,r V) w > >-w ., ,r 0 ' w >-., 0 '>->-O<D w <D >-0 0 «w _J z w :, " "' u-u _J"' w «w I uo u ': "' :c 0: :c w V} > 0 >-~ z " "' -, "' 0 ~ t-... t-~ ' 0,. V> :z ... I:!: .... 0 t-:z UJ "' t-"' ... 0,. UJ C ... z "' 0 .... ~ I ' ~ UJ t-... t-V> • NOTES• I. FOR CONSTRUCTION AREA SIGN SUMMARY, SEE SHEET CS-I. -n :z. ..-, rn ..(, J>' \ .C::.\ rn LEGEND Pt/7/d • -+- --<> - """""' [Q CONSTRUCTION AREA TEMPORARY RAILING <TYPE Kl CHANNELIZER (SURFACE MOUNTED) TEMPORARY PAVEMENT DELINEATION DETAIL (PAINT), SEE CONSTRUCTION NOTE 0 CHANGE OF PAVEMENT DELINEATION DETAIL TRAFFIC LANE TYPE I I I BARRICADE TEMPORARY CRASH CUSHION MODULE (ARRAY AS NOTED> SIGN NUMBER, SEE NOTE I SIGN LOCATION • ', I-- • VJ --,, 1-- 0:: , .. o :, :r: ,}· V) g THIS PLAN ACCURATE FOR STAGE CONSTRUCTION ONLY. FOR REDUCED PLANS ('Rlr.lN/11_ C::\.Al I=" !N MIi ! IMl'"TC"R<:; 0 I 20 I 40 I 60 I CONSTRUCTION NOTES r,;:;;,,,_ REMOVE TRAFFIC STRIPE AND ~ PAVEMENT MARKER. e-PAINT TEMPORARY PAVEMENT STRIPE. ~ FURNISH AND INSTALL CHANNELIZER ~ (SURFACE MOUNTED). ~-FURN I SH AND INSTALL TEMPORARY ~ RAILING CTYPE Kl. Q FURNISH AND INSTALL TEMPORARY ~ CRASH CUSHION MODULE. NEWPORT BEACH .. trlc I ~"t ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN. 80 I CITY CONTRACT NO. r,-?RA~ CI TY OWG. NO. P-~l=:q7-C::: PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 Kr LOMETER POST TOTAL PROJECT 0. I / , 31. 71/32.08 MOFFA TT &. NICHOL ENGINEERS 3720 SOUTH SUSAN STREET, SUITE 200 SANTA ANA, CA 92704 SHEET TOTAL NO. SHEETS 88 20 Tie Stam rf C4/lforria or Its rfffcers or (J(J8fh strJ/t rd/xi fM1)()1161~ for ti. t1CQl.lr(JOJ or oo,rriel8mss of ~edronlc C(J{itl$ d ftis plan sled'. -". . -· 7.5 m,SPACING 105 _C,TYPI N. ST AGE CONSTRUCTION TRAFFIC HANDLING PLAN STAGE II SCALE I• 500 SC-14 cu 12208 EA 03890 I ,. _.,., .. __ >-aJ □ w 1/l > w a: X w f-" □ '>-□aJ w >--□ «w ..-'Z :,o u- --' 1/l "w u □ ';: ; ui a: w > 0 z " Ill w " ~ >--;::: ~ X 0.. V, z cc "' >-- "-0 >--z "" :::,; >--"' cc 0.. "" C ::!: z "' 0 .... ! _; X ~ "" >--cc >--V, □ w 1/l > w a: w f-" □ >-"' □ w "' u w I u :,: :,: "' >-~ -, I ' TEMPORARY STRIPING 14. 2 0.6 0.6 106 SECTION A;_A ~-.·/ 'CCM' LINE $_ VAR I, \ I I 'DI' LI $_ 4.05 4.2 & VAR . " 3.3-3,"i. & VAR ~I ---------------~-B SECTION F·F 0.6 ,.----_.,,, .. __ "AM' LINE 5.98 $. ( .. -)( -,. _..,,-. __ - STAGE 11 CONSTRUCT I ON 26. 16 20. 18 --. --- 'Bl' LIN 0.6 _l,§. ---.:_,a3:• LINE --~--.8 ------ .1 '82' LINE $. 01ST COUNTY ROUTE R~~ER <-I ... Irle I ~"t 12 Ora 55, I LEGEND 0 @] '5·13·97 PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH,CA 92658 MOFFA TT & NICHOL ENGINEERS 3720 SOUTH SUSAN STREET, SUITE 200 SANTA ANA,CA 92704 TtlJ std& <f Ca/lrornla or Its ff'flot!l'S or a,:pts shJ/1 rd t,,, l'MfJO{ISJbltt for ttt, ~ or OOtrJ)ltlonoss <f fiedrot'lc ccplM <f ttis /i(Jfl shtd. CONSTRUCTION NOTES ·~ REMOVE TRAFFIC STRIPE AND .'f:'.'.F PAVEMENT MARKER. · •e-PA I NT TEMPORARY PAVEMENT STRIPE. ~·. FURNISH AND INSTALL CHANNELIZER ·.~ (SURFACE MOUNTED!. .'to6\--FURNISH AND INSTALL TEMPORARY ~ RAILING <TYPE Kl. Q__ FURNISH AND INSTALL TEMPORARY ~ CRASH CUSHION MODULE. Q__ FURN I SH ANO INSTALL TYPE 11 I ~ BARR I CADE. SIGN NUMBER, SEE SHEET CS-I ULTIMATE PAVEMENT DELINEATION, SEE PD PLANS . SIGN LOCATION NOTES• 0.6 8.0 'NOTE ,....,,,..--·' ___ , 1///f.' ~ ' ,• c'. ', -: : ,,,_ ;' -• ·. -, 3. 6 3. 8 I 0. 6 I. EXISTING, SEE PREVIOUS STAGE FOR DETAIL. TEMPORA~RY ~06 STRIPING 8 I fr'--~~~77T.~77T.~ ~---_-_-_-_-_~_-_-_-_-_-_-_-f=l ~ SECTION C-C "D2' LINE 'DI' LINE $_ $_ lo/./. . . EWPORT BEAC:~:-.~ lr4 r ST AGE CONSTRUCTION TRAFFIC HANDLING PLAN STAGE 11 THIS PLAN ACCURATE FOR STAGE CONSTRUCTION ONLY. FOR REDUCED PLANS 0 20 ,o 60 80 ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN. CITY CONTRACT NO. CI TY DWG. NO. SCALE I• 500 SC-15 NOTES• I. EXISTING. SEE PREVIOUS STAGE FOR DETAIL. D >-w "' CD > D w w " "' w > >-w -< " D ' w >--< D '>->-DCD w CD >-D -.w D _JZ w :, '-' " ()-() _J"' w -<W I ()0 () >-"I: l .,; :c " :c w C/) > 3 . m SPAC I NG o 105 -ITYPl· '"' + 0 >-z ~ " ;;; --, w " --·· ---. :: .. :.:.· ·,:..: • • :.:.·. . _,...- -----·· ~ ,_ ~ ' ~ V) 2 ... "' ,_ .... 0 • -OLD NEWPORT BL VD ,_ 2 ..., ::IE ,_ "' ... Q. ..., c:, == 2 "' 0 .... ' I ' ~ ..., ,_ ... ,_ V) t --~·-;:-_ --,. CONSTRUCTION NOTES ~ REMOVE TRAFFIC STRIPE AND \'.'.'.T PAVEMENT MARKER. e-PAINT TEMPORARY PAVEMENT STRIPE. Q__ FURNISH AND INSTALL CHANNELIZER ~ !SURFACE MOUNTED). Q__ FURNISH AND INSTALL TEMPORARY ~ RAILING !TYPE Kl. Q_ FURN I SH AND INSTALL TYPE I I I ~ BARR I CADE. ---~-- c.----'-'---105 12 m SPACING ITYP) -_ NEWPORT BEACH .. Irle I ~"t 5-13-97 PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH,CA 92658 MOFFATT & NICHOL ENGINEERS :3720 SOUTH SUSAN STREET, SUITE 200 SANTA ANA,CA 92704 SHEET TOTAL NO. SHEETS 90 2.02 Tm Slata rf CaJfft:M'nlo or ffs d'ffOtJrs or QfJtllta sfr:Jlf rd tie respcns/tJltJ fer tie~ er o:xrpstt,mss af ~«lrMlc 0¥le! rf ftls {iqn st«t. ST AGE CONSTRUCTION TRAFFIC HANDLING PLAN STAGE II SCALE I, 500 ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN. S C-16 THIS PLAN ACCURATE FOR STAGE CONSTRUCTION ONLY. FOR REDUCED PLANS , •. --- . ~ 0 20 ' 40 60 80 CITY CONTRACT NO. " C!TY DWG. NO. " -rr I I ?':>r'IP X " w >-<D U) " > w w er U) w > ,__ w "' er " X w ,__ "' " ' >->-"<D w <D ,-o " -<W --'z w :,o "' u-u --'"' w -<W I uo u ,__ ,: ' .,, I 0: I w V) > 0 >-z ::,; ~ ::,; Ill .., "' □ iis ,_ ~ ~ V, z ... 0: ,_ i:s ,_ z .... :::Ii ,_ 0: ... 0.. .... c:, ... z 0: 0 '-'--; i '-'- X 0 .... ,_ ... ,_ V, It ,.,_,,,,,. __ ~~ NOTES• I. EXISTING, SEE PREVIOUS STAGE FOR DETAIL. 2. FOR CONSTRUCTION AREA SIGN SUMMARY, SEE SHEET CS-2. SEE NOTE I 0 "' I-+ GN -.. 0: I- wVl >w Oz "'-<_, W::,: Wu v,,_ .. ::,; SEE NOTE I ,. ,..,,_ - SEE NOTE --22•00-- - ~v 3.96 3.6 23+00 * LEGEND OJ lli 'CST' LINE 3.96 3. 6 * SIGN NUMBER, SEE NOTE 2 SIGN LOCATION FLASHING ARROW SIGN SEE NOTE I R/W --___ :::::-._ ____ _ J_ .. trio I ~"t 5·13·97 PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH,CA 92658 KILOMETER POST TOTAL PROJECT 0. 13/0. 97 31. 71/32.08 MOFFA TT &. NICHOL ENGINEERS 3720 SOUTH SUSAN STREET, SUITE 200 SANTA ANA,CA 92704 SHEET TOTAL NO. SHEETS 91 2oe Ttr:i Sld'o d C4/lforrio or ffs d'ffON& or agents ~I rd be ,a<;fXXIS/blts for tti, ~ or cctrfifllMMs d elfldranlc oopla<; d this p/411 strw. 0 <>-.... <>-.,,+ _.., PACI_FIC COAST HIGHWAY <>-,N u-, <>-"'1- ... V) Ww Wz -<> iJi-...J * * -<> W::,: Wu "'1- --~: --_ ~---"--"-'----'---~-R/W-:::::,,-'z-~,---' :! THIS PLAN ACCURATE FOR STAGE CONSTRUCTION ONLY. FOR REDUCED PLANS no,r.1N111 <:.r111 ,:-"' "", '""'""'"' 0 I 20 I ,o I 60 I 80 I SEE NOTE I ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN. CITY CONTRACT NO. r-?RAe:: C l TY OWG. NO. D-r::~Q7-~ ST AGE CONSTRUCTION TRAFFIC HANDLING PLAN STAGE II SCALE I, 500 SC-17 CU I ??OR FA 038901 ' ' ' ' - >-<D D w "' > w er w .... .. D ' >-D<D w >-D -,w ..-'Z ::,o u- --'"' -,w uo ~ 0: w > 0 z " <II w C e§ ..... ;:'!: ~ V, :z ... "' ..... ts ..... :z ':Ii! ..... "' ... a.. uJ C ... z "' 0 .... D w "' > w er w .... .. D >-<D D w "' <) w I <) r r VI ' I ts uJ ..... ... ..... V, It ,. NOTES• I. EXISTING, SEE PREVIOUS STAGE FOR DETAIL. LEGEND SIGN LOCATION FLASHING ARROW SIGN NEWF'_ORT )OIJLE\iARb ~ !! (I,See"Off ' ..... ~.?··. -.·.···.··· .··.---'.·. S~E NOTE I o-i'IEWPOFtr •··· Vl :~""_l=~r-----::,,, .. -----.-~·-:~, 0 ,u:r:.1:::v:A'./://b'.··_· _____ '; _______ ~~---.,r,;:;._~_ :::: • ·44 •oo . -.--," -· 45•oo ·.· 42•Qo Ss THIS PLAN ACCURATE FOR STAGE CONSTRUCTION ONLY. FOR REDUCED PLANS ,.,,.,,,._,.,., .,.,,_., .... ,., ""' , .. ..--..-~ .... _,.,,·~-~- 0 ' 20 ' 40 ' 60 ' 80 ' .. tr"/c I ~"t SEE NOTE I SEE NOTE I 01 ST COUNTY ROUTE 12 Ora 55, I RS ENGINEER S· 1.S• 97 PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 MOFFATT & NICHOL ENGINEERS 3720 SOUTH SUSAN STREET. SUITE 200 SANTA ANA,CA 92704 SHEET TOTAL NO. SHEETS 92 202 Tm SfaflJ ff Cq/fforrlo or fts d'rlctl('S or QIJ(llts sfr:111 rd btJ rtJ$11M8/b/ti for tltJ «:ICU'"«f or fXIIIJifllrlm& of titldrm/c o:;ples of ttis p/Ofl sl1!6. ST AGE CONSTRUCTION TRAFFIC HANDLING PLAN STAGE II SCALE I, 500 ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN. SC -18 CITY CONTRACT NO. ,.._,.,oor-CI TY OWG. NO. t'l r::cco7 f! I I ??nR FA ())A,qn l ; " w >-co V, > " w w er V, w > .... w <( er " X w .... <( " ' >->-oco w co .... 0 0 <( w ..-'Z w ::,c, "' o-(J --' V, w <(W I (J" (J ':: ,. :,: ·er :,: w V) > 0 >- z ~ <> --, en w C ~ ,__ .. ,__ cc 0 X 0.. V) z .. I= u.. 0 ,__ I. 2 TO z UJ 2.4 :::I! ,__ 3. 6 cc 0.33 3.6 3.6 .. 0.. 0.6 UJ Q u .. z cc 0 .., I X 5 UJ ,__ .. ,__ V) t ,. ,..,.·. __ -- LEGEND p / / 7 7 J CONSTRUCT I ON AREA TEMPORARY RAILING !TYPE Kl • -+ - amm 0.6 TO I. 8 3.6 CHANNELIZER (SURFACE MOUNTED) TEMPORARY PAVEMENT DELINEATION DETAIL IPAINTl, SEE CONSTRUCTION NOTE 8 CHANGE OF PAVEMENT DELINEATION DETAIL TRAFFIC LANE TYPE I I I BARRICADE TEMPORARY CRASH CUSHION MODULE (ARRAY AS NOTED) ULTIMATE PAVEMENT DELINATION, SEE PD PLANS • A' LINE '.i. 0. 79 0.6 2.45 3. 6 SECTION A·A I- r. l/l 3.6 0 Cl ..J '<( > VAR THIS PLAN ACCURATE FOR STAGE CONSTRUCTION ONLY. 0 20 '° CONSTRUCTION NOTES .. trfc I ~"t ~ REMOVE TRAFFIC STRIPE AND ~ PAVEMENT MARKER. @-REMOVE PAVEMENT MARKING. Q_ FURNISH AND INSTALL TEMPORARY ~ RAILING !TYPE Kl. -RI-VI \ \ . \ IOI NEWPORT BEACH 60 80 ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN, CITY CONTRACT NO. CI TY DWG. NO. ,... ,.,,..,,,,. \ 1 \ S·l3·97 PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH,CA 92658 MOFFA TT & NICHOL ENGINEERS 3720 SOUTH SUSAN STREET, SUITE 200 SANTA ANA,CA 92704 SHEET TOTAL NO, SHEETS ~3 202 Tho Sfa/9 rf P:JJlfornlo or ns dffo,r-11 or ogerts 81rJ/I rid bfJ f8S()(Jfl8lb/e for lttJ Cl!XlUnX¥ or ~ ar ol«lrcnlc QQl}les tf ffls (Jan $ttJt/t. ~ ST AGE CONSTRUCTION TRAFFIC HANDLING PLAN STAGE Ill SCALE 11500 SC-19 ' ,; ; •,H " 0 w >-<I) ro > 0 w w 0: <I) w > ,- w <t 0: 0 ' ,- <t 0 ,>->-oro w a, 1-0 <{W 0 ..,z w :, " "' u-u --'"' w <tW I uo u ';: ,i :,: ll: I w V> > 0 >-z J " <I) --, w 0 i5 !;;; ,-. ct: 0 ' a.. V, 3l I= l!s ,-. z: ~ ct: .. a.. LU Q .. z: ct: 0 '-'- ! I j , is LU ,-. .. ,-. V, It NOTES, I. EXISTING, SEE PREVIOUS STAGE FOR DETAIL. 0.3 3. 6 3.6 0.6 3. 6 "AM" LINE $. 2.45 2.45 0.6 3.6 3. 6 3.6 3. 6 .. Irle I l"t KILOMETER POST TOTAL PROJECT 0. 13/0. 97 31. 71/32.08 SHEET TOTAL NO. SHEETS "ftf a.02. 0 z l..0======!..:0==~cc==~~=--~~,2,",,,.--=="l"=J ~''12=''--#-U'?-~~==1---l~I ==~l l=='-l-'=I =c!..!ll==='-'=11 =dj;J _ ; /. SECTION A-A ;-. 5-13-97 PLANS APPROVAL DATE ::, ::, 0 z w 0 0 <t It'. w SEE Q. 0 w V, -> w It'. ~ SEE NOTE I SEE Nork le~ '·.,_ \ 3. 6 2. 4 H-'""-'-"--\ , --0 -• ' SECTION a-a • .. _ \ \~ '82' LI NE i 0.6 SECTION C-C "Bl• l lNE 25 (ARRAY T --. ---. --~ ----. ------ (ARRAY T J> THIS PLAN ACCURATE FOR STAGE CONSTRUCTION ONLY. FOR REDUCED PLANS f'\J:llr.lNA.I <:.r~I I'" lr...t 1~11 I n•l'"Tl'"O<: 0 I 20 I '° I ___ / lf""R/W. ~"'.'•'_-::; (AR!iid"" - LEGEND CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH. CA 92658 MOFFA TT & NICHOL ENGINEERS :5720 SOUTH SUSAN STREET, SUITE 200 SANTA ANA,CA 92704 Thi Slr,frJ of Cd!feflW or rts offfot!n; or ogo,ts s/JJ/1 rd bit t'86/)(lfl6/tie fa-trr, QIXU'f1q or ootrf)lfftlJ88 of el«lrmc Ctdl//6 of llis plan tmtJ(Jf. CONSTRUCTION NOTES ·.t;;;;\-REMOVE TRAFFIC STRIPE AND ~ PAVEMENT MARKER. 8--PAINT TEMPORARY PAVEMENT STRIPE. Q FURNISH AND INSTALL TEMPORARY ~ RAILING ITYPE Kl. Q FURNISH AND INSTALL TEMPORARY ~ CRASH CUSHION MODULE. G ULTIMATE PAVEMENT DELINEATION, SEE PD PLANS NEWPOQ'T BEACH NOrJ(I '1,-ir 0) .. . .... ,-,· --· . . - ... : , • _: ' . • ·--. ~SEE ~OTE -•. ', . ' • i'r__ 3. 6 . --,~~ ;" , -ff1cff~>-. ' II/Jr -~-" -•• -,.,.' .-' 60 I BO I . ',._·-:, p~~-- .... , ·-t"_'._) .. ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN. CITY CONTRACT NO. r.-?AAc; CI TY OWG. NO. P-<;~Q7-<: 3.55 'CCM' LINE 't 0.5 3.55 SECTION D-D 3.6 ST AGE CONSTRUCTION TRAFFIC HANDLING PLAN STAGE 111 5CALE I 1 500 SC-2O ClJ l??OA FA 038901 0 z "' ::> C z w C C ,;_ .., "3..; ;:; "' ,. ;,. w ._ 0 C w w >-"' V) <D > > 0 w w w a: "' "' w > I-~ w <{ a: 0 X w I-<{ 0 '>->-O<D w <D 1-0 0 <{W ..-'Z w ::, '-' "' u-u --'"' w <{W I uo u I-,: ' ,;, :r 0: :r "' V) > 0 >- z ::, " "' U) --, "' 0 ---·.:..;--------------------- i5 !;; I-38 "' 0 X Bl 3l 37B != LL 0 I 2+00 OLD_ Nil'IPORT BLVD I-~ ~ a.. u, Q < z e ! • ; X i!; u, I-< I-V, • ;. ,.,.,,·. __ DIST COUNTY ROUTE KILOMETER POST TOTAL PROJECT . 13/0. 9 31. 71/32.08 SHEET TOTAL NO. SHEETS CONSTRUCTION NOTES ~ REMOVE TRAFFIC STRIPE AND ~ PAVEMENT MARKER. @-REMOVE PAVEMENT MARKING. /ind_ FURNISH AND INSTALL TEMPORARY ~ RAILING CTYPE Kl. Q FURNISH AND INSTALL TEMPORARY ~ CRASH CUSHION MODULE. e-PAINT TEMPORARY PAVEMENT STRIPE. ~ FURNISH AND INSTALL PAINTED TRAFFIC ~ STRIPE CZ-COAT) AND/OR PAVEMENT MARKER. .. Irle I ~Tt :IO -0 'A <J) ' 0 -0 .,~;;,- • -_ ---. >~> \ \'\ ' ~>····· {-'-- ~--:;. cc;..---=---0 ·-....;.;..---.. '-'" ~ -'-"' ===---: "' -' + "' 0 .. ,--·' ., ; 6 • 2-1 .. --. •• - ----------------------------3~~~----- --... --- NEWPORT BEACH 12 Ora ENGINEER 5-13-97 PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH,CA 92658 MOFFA TT &. NICHOL ENGINEERS 3720 SOUTH SUSAN STREET• SUITE 200 SANTA ANA,CA 92704 '15" 2.02. rm SlalrJ of CtiffWTia or Tis officers or ogerts std/ rd bit n,sponslble for t1rJ OIXlPT10f or t»lf]lfflO.SS of el«lrodc C(Ji!IS d tits plan shtld. STAGE CONSTRUCTION TRAFFIC HANDLING PLAN STAGE Ill SCALE I• 500 ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN. SC-21 THIS PLAN ACCURATE FOR STAGE CONSTRUCTION ONLY. FOR REDUCED PLANS '"""',.,,--...-re,.-- 0 ' 20 ' 40 ' 60 ' BO ' CITY CONTRACT NO. r--,OOC CI TY OWG. NO. O-i:::Co7_,:, >-<D 0 w "' ; w a: ' ,_ .. 0 '>-0 <D w ,-o <tW __,2 ::, C> u- --'"' <tW uo I--.; JI a: "' > 0 z ~ 111 "' C ~ ,-... ,- , ~ V, z: ... "" ,- ~ ,-z: '!Iii ,-"" ~ LU C ... z: ls "- ' :i , is LU ,-... ,- V, 0 w "' > w a: w ,_ .. 0 >-<D 0 w "' u w I u :c :J: V) >-~ .., I • _;;..~~- NOTES• I. EXISTING, SEE PREVIOUS STAGE FOR DETAIL. SEE NOTE I ---==----...= 3.96· .3. 6 3. 6 SEE NOTE I LEGEND SIGN LOCATION FLASHING ARROW SIGN .. Irle I ~"t ROUTE 55, I KILOMETER POST TOT AL PROJECT 0. 13/ . 9 31. 7 I /32. 08 V L ENGINEER PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 MOFFATT & NICHOL ENGINEERS 3720 SOUTH SUSAN STREET, SUITE 200 SANTA ANA, CA 92704 SHEET TOTAL NO. SHEETS 96 202 ThtJ Sith cf Calfforrio or 1fs dflotJr/5 or t1f/llf'h .std/ Id btt f'fllSPO(Jlllbl for tte 00CIIRtJ' or ~ cf tlt!ctronlc CCpM cf tfrl15 Ji(1n /5lrJtlt. ______ RIW::::,, 3. 96 3.6 ROUTE· 1 3. 96 20+00 3. 6 3.6 ·· .. · r: SEE NOTE IL/ ... 'CST' LINE ROUTE 1 23+00 t 3.96 3.6 THIS PLAN ACCURATE FOR STAGE CONSTRUCTION ONLY. FOR REDUCED PLANS 0 20 .., ORIGINAL SCALI: !N MILL IMFTER<; t 60 80 0 <>-"' + <>-I-- U.N ~ w PACIFIC COAST HIGHWAY _,.., <>-I- '"'V) 0 _JI.J wz 2+·•00 OJ--' --<> w W:J: --<> V>U I-< 2 SEE NOTE I R/W ___ :::,_ ____ _ 0 ~ ... <>-o• PACIFIC CQAST HIGHWAY N..- <>-,N u., 24+00 SEE NOTE ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN. CITY CONTRACT NO. CI TY OWG. NO. C-2886 R-5697-S <>-V>,_ ,_vi Ww Wz --<> :c_ V)-' ...,. W:,; "'u V>,-< 2 i'iiwJ STAGE CONSTRUCTION TRAFFIC HANDLING PLAN STAGE 111 SCALE I• 500 SC-22 cu 12208 EA 03890 I D w >-V) a, > D w w er V) w > ,-. w " er D ' w ,-. " D '>->-om w a, ,-.o D «w -'z w :, " "' u-u _JV) w «w I uo u ,-. ~ ' ii :i: 0: :i: "' VI > 0 >-z ~ Cl ui --, "' 0 15 I-.. I- ' ~ VI :z .:1! I- ~ I-:z !!II I-a: .. Q. .... C :'!: :z ~ "= i ! ; ' <5 .... I-.. I-VI • ,. 100 rm> 113 WHITE 102 27B ~ ±!:==~~3f,_16~--==~-=--=--~~--t'.· =-t=-=---~-~--==-=-=-=-~-~-~-:-~:-~--~-~--~-:-~~--;,-:·-~-=--==-~--=~~=~:-:==~=::~::~~:.;.~~=~12~&~1~3 -lw-~---·-·3 -6 NEWPORT BOIJ_L __ E_V_ ARD ··------•• ___ _ N~ 3.6 ···--..,, • ..:..:c. ::..a..-_-. 3.6 -4.1. .+00-, "',... 1 102 102 42+00 .15.i-QQ_ THIS PLAN ACCURATE FOR STAGE CONSTRUCTION ONLY. FOR REDUCED PLANS nP,~tNi'il c::rAI"" l~I ""' '"""T!:"PC:: 0 I 20 I <O I -·-- 60 I 80 I SHEET TOTAL NO. SHEETS .. Irle I ~Tt IOI ROUT£_ SS 43_.-1-.00_ S· 13· 91 PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 MOFFA TT & NICHOL ENGINEERS 3720 SOUTH SUSAN STREET, SUITE 200 SANTA ANA,CA 92704 Tte State rf C4/tfornta er Its d'floars or ageds $lr,J/ rid be re«Jl)MlbltJ rcr ttr, CICIU"4!1 or ~ rf f1l«:mrk rX)fies d ttts ,:Jal 6h!J6. ry 102 CONSTRUCTION NOTES r:;;;-,__ REMOVE TRAFFIC STRIPE AND ~ PAVEMENT MARKER. @-REMOVE PAVEMENT MARKING. Q_ FURNISH AND INSTALL PAINTED ~ TRAFFIC STRIPE C2-COATl. LEGEND ~ PAVEMENT DELINEATION DETAIL CPA INT), SEE CONSTRUCT I ON NOTE @ ST AGE CONSTRUCTION TRAFFIC HANDLING PLAN STAGE Ill SCALE I• 500 ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN. SC -23 CITY CONTRACT NO. r-?AA&; CI TY DWG. NO. p_i:;i:;q7_,:: (:lJ ! ??OA 0 w >-Ol > 0 w w a: w > >-w <( a: 0 ' w >-<( 0 '>->-oro w Ol >-0 0 <(W _JZ w ::, " "' u-u _J w <(W :i: uo u >-1: , U) :,: a: :,: 1'I en > a :,. z 3] " U) .., 1'I .-----C ------ -------• ----------------i!s ------.... ------------------... .... @i ' 0.. V> z ... "' .... u.. 0 .... z '-" :::,; .... "' ... 0.. '-" C :'!: z "' 0 u.. ; I ' ls '-" .... ~ V> It ··---:::--,.,;,;.._ LEGEND P//Z/d • - amm CONSTRUCTION AREA TEMPORARY RAILING !TYPE Kl CHANNELIZER (SURFACE MOUNTED) TEMPORARY PAVEMENT DELINEATION DETAIL IPA INTI, SEE CONSTRUCT I ON NOTE 0 CHANGE OF PAVEMENT DELINEATION DETAIL TRAFFIC LANE TYPE I I I BARRICADE TEMPORARY CRASH CUSHION MODULE !ARRAY AS NOTED! ULTIMATE PAVEMENT DELINATION, SEE PD PLANS 'I- .. S:V> ..... ' 0:: 0 :, :::c '•:v, g RIVI THIS PLAN ACCURATE FOR STAGE CONSTRUCTION ONLY. 0 ' 20 ' 40 ' 60 ' BO .. Irle I l"t + DIST COUNTY ROUTE KI LOMETER POST TOTAL PROJECT 12 Ora 55, I O. I /0. 9 31 71 /3 . 08 R~~R 4-15- 5• 13· ~7 PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH,CA 92658 MOFFA TT & NICHOL ENGINEERS 3720 SOUTH SUSAN STREET, SUITE 200 SANTA ANA,CA 92704 SHEET TOTAL NO. SHEETS Tts Sla/fJ rf OJ/lfornla or Its rfffoers or OIJ(Jft-s s/rJ/f ndbe n,spons/ble for "" CIIXU"«¥ or t»rPfelw18ss tJf eledrmlc copl«; rf ffis p/1111 slr16t, u _) '. ; _f, ' \ u NEWPORT BEACH I I \., ST AGE CONSTRUCTION TRAFFIC HANDLING PLAN STAGE IV SCALE I• 500 ALL DIMENSIONS ARE IN 24 METERS UNLESS OTHERWISE SHOWN. SC - CITY CONTRACT NO. r_,....,n,. CI TY OWG. NO. r, ,..,.,...., ('I I I ??f'IP 'CST' LINE <i. 0.6 3 • 3 6 0 z ,. ::, 0 SECTION A-A z w 0 0 ,! ; <( •EH 0: ,. w 0.. D 0 w w >-"' V> "' > > D w w w a: 0: "' w > f-<8 w <( a: C, X f-<( C, '>->-O<D w "' f-0 <(W C, JZ w :,CO "' u-u JV> w <(W I uo u t--,; , ,ii "' II: "' "' V> > 0 >- z ,. (ARRAY T " ,. VI -, "' C "''i i5 ~ >-"" 0 X fl! z: ... ~ .._ 0 >-z: ~ "" ... "-'-" C ... :z: :s .._ I i J X I!; '-" >-... >-V> It ,. _..,,. __ -- 'CCM' LI NE <i. ·--SECTION-B-8 "":"C·.-~:. • - '-.. ~L ~j~2_'7· THIS PLAN ACCURATE FOR STAGE CONSTRUCTION ONLY. FOR REDUCED PLANS 0 ' 20 ' " ' 60 80 .. ,,.,c I ~"t ROUTE 55, I KILOMETER POST TOTAL PROJECT 0. 13 0. 9 31. 71 /32. 08 V L ENGINEER 5-13-97 PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 MOFFATT & NICHOL ENGINEERS 3720 SOUTH SUSAN STREET, SUITE 200 SANTA ANA,CA 92704 SHEET TOTAL NO. SHEETS 'l'I 2.02. Tm Slum d Cdlforria or "s dflan or ogorts stoll rd bt, r«I/XJfl$lb/9 for ttr, ~ er ~ d o/1/drofio cq;les d trts ()Ian 6h/Jt!t. ·,CONSTRUCTION NOTES ~ REMOVE TRAFFIC STRIPE AND ~ PAVEMENT MARKER. @--REMOVE PAVEMENT MARKING. & PAINT TEMPORARY PAVEMENT STRIPE. c;;;:-,. FURNISH AND INSTALL TEMPORARY ~ RAILING (TYPE Kl. ~ FURNISH AND INSTALL TEMPORARY ~ CRASH CUSHION MODULE. NOTE, I. CONSTRUCTION OF RAISED MEDIAN OUTSIDE THE TEMPORARY RAILING (TYPE Kl TO BE PERFORMED DURING TEMPORARY LANE CLOSURES IN ACCORDANCE WITH THE LANE CLOSURE CHARTS. STAGE CONSTRUCTION TRAFFIC HANDLING PLAN STAGE IV ALL DIMENSIONS ,iRE IN METERS UNLESS OTHERWISE SHOWN. SCALE r, 500 SC-25 CITY CONTRACT NO. CITY DWG. NO. C. ' , 0 z ::,; ::, 0 z w 0 0 "' < <3-i ;S 0: " ;,. w a_ □ 0 >-w w a, V, V, □ > > w w w 0: 0: V, w > f-~ w < 0: □ ' w f-<{ □ '>->-□<D w a, f-□ <{W □ -'z w ::Jt, '"' u-u -' V, w <tW I uo u ,,; f,; -~'f 'lj I-~ ' V) I a: I "' V, > 0 >-z ~ " V) .., "' 0 ----------- ~ !;. .... ls ' ei :ii "" .... ~ OLD NtWPORT BLVD .... ~ "" ... a. uJ Q ... z: "" 0 ... ; i ' l!; uJ .... ... .... V, • ~···.-····- LEGEND ULTIMATE PAVEMENT DELINEATION, SEE PO PLANS CONSTRUCTION NOTES @-REMOVE TRAFFIC STRIPE AND PAVEMENT MARKER. .. ,,.,c I ~Tt :l'.', -;, DIST COUNTY 12 Ora ROUTE 55, I KILOMETER POST TOTAL PROJECT 0. 13/0. 9 31. 71/32. 08 RS ENGINEER 5-13-97 PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH,CA 92658 MOFFATT & NICHOL ENGINEERS 3720 SOUTH SUSAN STREET, SUITE 200 SANTA ANA,CA 92704 SHEET TOTAL NO. SHEETS 100 2.02. ~,-,, ~';'!lfarlo or "s dflcers or arpts shJ/1 rd bt, ras,x,nsttie for ttr, ,_,......., ..... ,.,. ...... ....,., d tif!drmc txpes d tfis pion 6/rJl,I. --, ,~>~ ;\\'\ -·.,R'J¼-¾ •. ~-- ,,c:_.;;.;;.~;;.;;.~.;.- _c,,.;;.;;.;..;.-. ~ --- NEWPORT BEACH THIS PLAN ACCURATE FOR STAGE CONSTRUCTION ONLY. FOR REDUCED PLANS '"'"'""'" .,.,..., ,:-"' 0 , 20 , " 60 , BO --\ ,, , , ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN. CITY CONTRACT NO. /"'-?PP~ CITY DWG. NO. 0-&::;~C\7-C: \ \ ",, ;, ,,. ' . ST AGE CONSTRUCTION TRAFFIC HANDLING PLAN STAGE IV SCALE I• 500 SC-26 CU I ??OA FA 018901 0 w >-<I) <D > 0 w w er <I) w > f--w <( er 0 ' f--<( " '>->-O<D w <D f--0 " <(W JZ w :::,0 " u-'-' J<ll w <(W I '-'" '-' f--• ~ :c "' 0: :c '" VI > 0 >-z s] ~ -, "' '" " i!s f---... f---"' 0 0.. V) :z ~ ·22+00-... 0 f---z !51 .... "' ... 0.. "' Q 27B 102 ... z "' 0 ... ! I ; ' -:s "' f---... f---V) • ~.,,;,-.._ LEGEND PAVEMENT DELINEATION DETAIL NUMBER, SEE CONSTRUCT I ON NOTE @ FIC>UtE 1 ·20+00 <>- <>- CONSTRUCTION NOTES ~ REMOVE TRAFFIC STRIPE AND ~ PAVEMENT MARKER. @-REMOVE PAVEMENT MARKING. @-FURNISH AND INSTALL PAINTED TRAFFIC STRIPE (2-COAT) AND/OR PAVEMENT MARKER. -PACIFIC COAST HIGHWAY 'CST' LINE 21··+00 101 R/W~ <>- <>- <>- <>- -<> -<> 9 &I 0 DIST COUNTY ROUTE K I LOMETER POST TOTAL PROJECT 0. I /0, 97 55, I PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 31. 71/32.08 MOFFA TT & NICHOL ENGINEERS 3720 SOUTH SUSAN STREET, SUITE 200 SANTA ANA, CA 92704 Tte St<h cf Callforria or ffs tff/()('Jrs or ogedr; .shJ/1 ndtx, fMIIO(l6lble for ffrJ ~ « r:art,lfllerJs&s (f 6'edroolc OO(Jle& (f tlis pion lihd, 0 "' + 1---u.N "' J<t 1--;o, VI 0 _JL,J wz CD-_J "' w:c VIU 1--<t ::> 0 <>-.... <>-"' + <>,a> <>-PACIFIC COAST HIGHWAY N..- <>-,N u., -<> ...,,. 100 rrm 113 WHITE 3.96 ---_::rt 3. 96 3. 6 3.6 THIS PLAN ACCURATE FOR STAGE CONSTRUCTION ONLY. FOR REDUCED PLANS r""\01/"!l~IAl <:rAI IC I~• "I' I l"l'"Tt:-0<:: 0 ' 20 ' 40 ' 60 I _..,.,-.,-_ 80 ' ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN, CITY CONTRACT NO. r-?OQt:; CITY OWG. NO. o_i:;c:;Q7_,::; <>-VI 1-- 1--VI "'w -<> ~= VI J --<> "':c "'u "'1-- <t ::> STAGE CONSTRUCTION TRAFFIC HANDLING PLAN STAGE IV SCALE I• 500 SC-27 F/1 0'38901 CURVE DATA -LINE R 6 T (D 'BD' 23.000 130" 22' 26. 5' 49. 747 ' ® 'BD' I IO. 524 50•53'31• 52.589 @ '8D' 24.000 59• 17' 15' 13.658 0 'BD' 17.000 131'57'01' 3B. 138 D w >-V) <D > D w w er V) w > I-w .. er D ' w I-.. D '>->-D<D w <D 1-D D s,W -'z w ::J<, " u-u _, V) w s,w I uo u I-,: , n :c 0: :c w V) > 0 >- z ~ " "' --, w 0 10 i5 8 6 4 2 ' L 52.336 98. 171 24.834 39. 150 13. 15 LT 'CST'25+67.201 'BO' 0+00. 000' ' • ,; t,~14fi.?"-·~"-:: ---•~.--- -----"BD:;-LINE HORIZ 11500 0 0 N " 1 ' ~,.,_---:,o-c:..,l • ' 0 'f &._ 0 t £2% rn~~~Ej_w~~ ~ .. ,--1-_•_,2"'"'------l,: _ _L---l r:: Axis o; 5 ~oTAT 10N RT rn:;E~Ed-w~; IJ -21/. .4. --.....,&,4-~-'----'--'------'----_~5~,.~-.....;. _______ ...,.._~6---4-n 6 , AND SHOULD.ER , 6 _ _Q 0 -- u > "' 0 0 0 0 0 + 0 0 -~ o· 00 "' N . 7 1 f u > w 0 0 0 0 "' 6 "' 0 o,-.. "' N "BID" PG / -.,,--· _..._...,,.<__QG) LINE PROFILE HOR I Z I, 500 VERT 1•·50 •so· 1:+so.000 . "' ON "' . . ,-.. + r i ·•O. 600¼ 0 > w 0 0 0 "' ,-.. • "' . "' o"' "' . --00. 4 2 •is□• oi, 5. ooo P 1 I'. 985 TH_l S PLAN ACCURATE FOR DETOUR \)NLY. ALL DIMENSION$ ARE IN METERS I UNLESS OTHERWISE' SHOWN. FOR REDUCED PLANS /"'\Ql(':INAI <:;f'~I C t~• "'' I ,,,i:-TC<><:: 0 I 20 I 40 I 60 I 80 I CITY CONTRACT NO. r-?RA~ CI TY DWG. NO. Q-i::;/:;q7-C::: 01 ST COUNTY ROUTE 12 Ora 55, I PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 MOFFA TT & NICHOL ENGINEERS 3720 SOUTH SUSAN STREET, SUITE 200 SANTA ANA,CA 92704 SHEET TOTAL NO. SHEETS 102 202 Thtl stata ef California or Its cffl0!!£s or (JIJ8rts s/tJfl rd /lll re&l)l)l't6lble for ff9 oi:a.nxr or COflf)lfJIMess d fifldrorlc OO{ias If ttis (XQ{J s/J:11:t. '8D' LI NE $_ 0.6 3.6 3.6 I. / / PG 75 rrm AC (TYPE Bl 150 rrm Cl2 AB AC DIKE (TYPE F) TYPICAL SECTION NO SCALE cu 1??08 STA~~ALL Al':!~!E 2 DETbUR DE-1 FA 038901 5 0 -5 >-CD D w V) > w a: ' w e--< D '>-DCD w e-D -<W -'z ::, " u- -' V) -<W uo e-I , JI a: "' > 0 z " V) "' a i5 I-... I-~ V) :z ... ix: I-.... 0 I-:z ':Ii! I-ix: ... 0.. LW C, ... :z ix: 0 .... ; ' <5 LW I-... I-V) D w V) > w a: w e--< D >-CD D w "' u w I u :,: :,: V) >-~ .., I t ?; Ni !H!5' 08' E 35+00 'DI' 0+00.000 POT 'A' 35+32.000 POT 0+0.0. LINE R I 'DI L' 750.000 2 • DIR' 1400. 000 CURVE DATA 6 9• 16'50.5' 9• 16' 50. 5' T L 60.875 121. 484 I 13. 634 226. 770 " D fl.' I + I 2. 886 BC 'D.1'0+99. 750 POT• 'DIL'0+99. 750 POT 'OIR'0+99. 750 BC "A" LINE THIS PLAN ACCURATE FOR DETOUR ONLY. FOR REDUCED PLANS 0 20 40 60 80 ' .. trio I ~"t 'Dl'2+34.370 EC 01ST COUNTY ROUTE 12 Or-a 55, I PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH,CA 92658 MOFFATT & NICHOL ENGINEERS 3720 SOUTH SUSAN STREET, SUITE 200 SANTA ANA,CA 92704 SHEET TOTAL NO. SHEETS 103 aoa Ttr, Sto/8 cf ClJl/forrio or ff1; cffloers or ogen/6 sl't111 nd 11$ rNl)(XISlblfJ for ftlll ~ or ootrtJltlMtlss or flltldrot11c OO(JM <f ftis pan $/rd. 'DIL'3+22.386 POT• 2. 730 LT 'A'38+54.253 POC ., DI L' LINE 2+bti 2 ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN. CI TY CONTRACT NO. r-?QPt:: Ct TY OWG. NO. CL~~07-<'.' ('I I I ??OR 3+00 'DIR'3+26.520 EC• 3.051 RT 'A'38+58. I 13 ST AGE I -PHASE 2 SCALE I• 500 DETOUR DE-2 0 w >-<D V, > 0 w w "' V> w > ... w " "' 0 ' w ... " 0 '>->-O<D w <D e-0 0 «w _, z w :,o "' u-u _, V> w -,w I uo u ... ,: , "' :,: "' :,: w "' > 0 >- z ~ " en -, w 0 i§ 1--... 1--:;!§ ' "-V, :z ~ 1--.... 0 1--% ~ "" ... "-... C ... :z "" 0 .... ; I ' 6 ... 1--... 1--V, • -·\•- -~C-ofrel:/t fWAru;) ' -• -• - ~)_, _ _. ____ -~•::~~=·· \ "D2'3+21.351-EC• 13. 08 • LT 'AM' 35+93. 261 PRC '02\ 0+59. 758 PRC \ \ \ 'D2" 1•27.501 PRC 13.080 LT 'AM"34+00.297 BC •7,,-_. i"••····'·--•--~-•. -:-\·--;--->·:_·:-::_~ --•S.$o,ic,~ec-. 'D2'3+48. 786 BC '02" I +90. 403 PRC '02'4+13.004 EC• '02L'O+OO.OOO PRC. 'D2R'•O+OO. 000 POC - 'D2R'-0+14. 452 PRC THIS PLAN ACCURATE FOR DETOUR ONLY. FOR REDUCED PLANS 0 ,.,o,r,,,., """ c-,., 20 ' 40 ' 60 ' / / ---·-------------~------.....:---·-· .. Irle I ~"t \ LINE 0 'D2' 0 'D2" G) 'D2" 0 'D2" ® 'D2" ® 'D2R" Ci) '02R' 8 'D2L' S· 13-97 PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH,CA 92658 MOFFA TT & NICHOL ENGINEERS 3720 SOUTH SUSAN STREET, SUITE 200 SANTA ANA,CA 92704 Tis Slate rf Callforrio or ~ rfffOtlf's or ag,:d6 6h:1/I rd be ret;p()M/b/e for ttit <IIXV"Gl?' or rxxrrJ(hffls8 rf ~«Jrmlc ropl«; d ttis ,:J(II) st«/. R I!, T L 500.000 6' 50' 52' 29.915 59. 758 67. 743 14" 22' 32" 34.050 67. 743 857.018 4• 12' 19' 31. 465 62.902 928.000 8° 05' 05. 5° 65.583 130.948 1000.000 3"40'46" 32. 120 64.218 1000.000 O" 49' 4 I' 7. 226 14,452 470.000 12° 15' IO' 50.448 100.510 470.000 13" 14' 25" 54.548 108. 611 "D2L' 1+08.611 EC ~---T 'A'38+09.0IO __._. ;_;:_:~:•~=--=:. Nl3"18'.ll'_s ~--- 'D2R' 1•37.376 POT 2. 921. RT 'A' 38+22. 468 DETOUR STAGE II SCALE I, 500 ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN, DE-3 80 ' CITY CONTRACT NO. f'-?OOC CI TY DWG. NO. n c-1:07"' >-m Q w V, .... " Q > w 0: Q w "' > w 0: w .... " Q ci ~ >-w m >-O <W Q .JZ W ::J" "' u-tJ .JV, w <WI uo tJ .... ,: J II} :,: 0: :,: w VJ Ei >- z 3i " II} .., w Q ls I REF. SHEET NO. CS-I CS-I CS-I CS-I CS-I SC-8 SC-8 SC-14 SC-15 SIGN ID. [pJ [iJ [l] [iJ [l] CODE Cl8 Cl3 Wl7 R-1 TYPE I CMODJ C-20 TYPE I WI CL Tl W6 !25) C2 PANEL SIZE (rrm) 1200 X 1200 1500 X 600 900 X 900 900 X 900 2470 X 1750 1200 X 1200 2470 X 1750 900 X 900 750 X 750 2400 X 1200 CONSTRUCTION AREA SIGN NO OF POST i'!: WOOD POST LENGTH POST SIZE 1----~--1 ~ ONE TWO « POST POST 5 REMARKS 4200 rrm 89 rrm X 140 nm / 12 'ROAD CONSTRUCTION AHEAD' 4200 nm 89 nm X 140 rrm / 10 'END CONSTRUCTION' 4300 nm 89 nm X 140 rrm / 'STOP AHEAD' 4300 rrm 89 rrm X 140 rrm / 'STOP' 5500 rrm 140 rrm Xl40 rrm / 4 FUNDING IDENTIFICATION 4800 rrm 140 rrm Xl40 rrm / 2 RIGHT LANE CLOSED AHEAD FLASHING ARROW SIGN 5500 nm 140 mn Xl40 nm / 2 'RAMP CLOSED' MOUNT ON TYPE I I I BARRICADE NEWPORT BAY LEGEND -PROJECT CONSTRUCTION AREA SIGN LETTER SIGN LOCATION SHEET TOTAL NO. SHEETS s-13-~7 PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH,CA 92658 MOFFATT & NICHOL ENGINEERS 3720 SOUTH SUSAN STREET, SUITE 200 SANTA ANA,CA 92704 105 202 TIB strh d (;q/fforda Qt' Its dffa,rt; or QIJl!ds dull ndb!i respqnslble for ,,. ~ or txXl'()ltll!m&s d fll«;1n;;dc (X)fl" d ttts fian 8h/ltl, NOTES• I. FURNISH AND INSTALL CONSTRUCTION AREA SIGNS SHOWN HEREON FOR THE ENTIRE DURATION OF CONSTRUCTION UNLESS DIRECTED OTHERWISE BY THE ENGINEER. 2. LOCATION OF CONSTRUCTION AREA SIGNS SHOWN HEREON ARE APPROXIMATE. EXACT LOCATIONS TO BE COORDINATED WITH THE ENG I NEER. 3. THE CONTRACTOR SHALL INSTALL PERMANENT SIGNS WHERE POSSIBLE TO SUPPLEMENT CONSTRUCTION AREA SIGNS. 4. THE CONTRACTOR SHALL COVER ANY CONFLICTING GUIDE SIGNS AS DIRECTED BY THE ENGINEER. 5. ALL SPECIAL SIGNS SHALL HAVE A BLACK LEGEND ON AN ORANGE BACKGROUND WITH UPPER CASE CAP LETTERS AND MESSAGES !SIZE AS SHOWN). ALL OTHER SIGNS SHOWN HEREON SHALL BE THE 'STANDARD' SIZE AS SHOWN IN CHAPTER 5 OF THE CALTRANS TRAFFIC MANUAL AND STANDARD SIGN SPECIFICATIONS UNLESS DIRECTED OTHERWISE BY THE ENGINEER. 6. FOR LOCATION OF LANE DROP CONSTRUCTION NEWPORT AREA SIGNS, SEE SHEET SC-8. BEACH CONSTRUCTION AREA SIGNS NO SCALE ALL DIMENSIONS ARE IN THIS PLAN ACCURATE FOR CONSTRUCTION AREA SIGNS ONLY. METERS UNLESS OTHERWISE SHOWN. CS -1 FOR REDUCED PLANS 0 ,..,..,, ~ ... ' 20 ' 40 60 80 CITY CONTRACT NO. ,.. ...... ,.,,. CITY DWG. NO. ..... ,..,..,.,..., ,., rr r 1 -:>?f"\o ,.----;:,.,,-__ 0 w >-V, <D -> 0 w w a: V, w > >-w <( a: 0 X w >-<( 0 '>->-om w ro >-0 0 <(W _JZ w ::, "' "' u-u _J"' w <(W I uo u >-,: ' ,,; ::c 0: ::c w V, > 0 ,. z ~ "' iii -, "' C el .... ... .... ls ' 3; :z ~ ~ .... :z ~ "' ... 0.. .... Q ... ~ .... ! I ; ' ~ .... .... ... .... V, di CONSTRUCTION AREA SIGN REF. SIGN SHEET NO. ID. NO OF CODE PANEL SIZE WOOD POST Crrml LENGTH POST SIZE ONE POST CS-2 OJ SPECIAL 2650 X 1850 5500 rrrn 140 rrrn Xl40 rrrn CS-2 [i] SPECIAL 2250 X 1500 5000 rrrn 140 rrrn Xl40 rrrn CS-2 [}] SPECIAL 2025 X 675 4200 rrrn 89 rrrn Xl40 rrrn / cs CS-2 8] SPECIAL SC-7 OJ C20 1200 X 1200 4800 rrrn 140 rrrn Xl40 rrrn / SC-7 2 TYPE I 2400 X 1200 SC-17 Cl9 1200 X 1200 TO NEWPORT BLVD 150 rrm c1 (DIRECTION OF ARROW DEPENDS ON LOCATION OF SIGN) SIGN [}] PCMS RAMP TO SB RTE 55-NEWPORT BLVD CLOSED DETOUR AHEAD SIGN 8] >-POST ,_ ,_ z TWO <( POST ::, a / 2 / 2 3 2 2 REMARKS INSTALL BLANK OVERLAY AS SHOWN INSTALL BLANK OVERLAY AS SHOWN PORTABLE CHANGEABLE MESSAGE SIGN 'RIGHT LANE CLOSED AHEAD' FLASHING ARROW SIGN 'RAMP CLOSED AHEAD' STREET LIGHT POLE NEWPORT 8/J:f RAMP E CLOSURE LEGEND - PCMS RAMP CLOSED SIGN LETTER SIGN LOCATION DETOUR TRAVEL DIRECTION PORTABLE CHANGEABLE MESSAGE DIST COUNTY ROUTE SHEET TOT.AL NO. SHEETS .. Irle I ~Tt 12 Ora 55, I 106 aoa NOTES• PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 MOFFA TT & NICHOL ENGINEERS 3720 SOUTH SUSAN STREET, SUITE 200 SANT A ANA, CA 92704 T/'rJ Shh d Cd/fornla or Ifs <fllotrs or ogeds sfdftdlJIJ ,wponslble far fttt acwrac, or ~ d ehdradc IXlf/M d ttts plan sttd'. I. FOR LOCATION OF LANE DROP CONSTRUCTION AREA SIGNS, SEE SHEET SC-7. ~_13_-its1-Q7l,B RAMr:fui/ To@ NEWPORT BLVD CLOSED 150 rrm CAP 200 rrm CAP ---,,, 11 + N B USE 1 1 SB USE + I 50/ I 00 rrm CAP / : SUPERIOR AV;E: BALBOA BLVD 1so rrm CAP I ------------ r (/~IGN OJ ~_§_-~-tsl-Q-;ISB RAMP~; TO @ NEWPORT BLVD CLOSED 150 rrm CAP 200 rrm CAP 1--1 + _J USE AL TE RN A TE ROUTE I 00/ 150 rrm CAP (DIRECTION OF ARROW DEPENDS ON LOCATION OF SIGNJ SIGN [i] STAGE I CONSTRUCTION AREA SIGNS NO SCALE THIS PLAN ACCURATE FOR CONSTRUCTION AREA SIGNS ONLY. ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN. CS-2 FOR AEDUCEO PLANS 0 20 " 60 80 CITY CONTRACT NO. C I TY DWG. NO. '"' ,. ,. "'"7 rl I I ??()P CONSTRUCTION AREA SIGNS REF. SIGN PANEL SIZE NO OF POST SHEET CODE WOOD POST ID. (nm) LENGTH POST SIZE NO. ONE TWO POST POST CS-3 [iJ SPECIAL 2650 X 1850 5500 nm 140 rrm XI 40 rrm / CS-3 [i] SPECIAL 2250 X 1500 5000 nm 140 rrm X140 rrm / CS-3 I}] SPECIAL 2025 X 675 4200 nm 89 nm X 140 nm / cs CS-3 8l SPECIAL 2025 X 675 4200 nm 89 nm X 140 nm / cs 0 CS-3 ~ SPECIAL w >-"' <D > 0 w w a: "' w > .... w « a: 0 ' .... « 0 '>->-O<D w <D >-D «w 0 JZ w :J<, "' o-0 JVl w «w :t: uo 0 I-,: TO NEWPORT BLVD ' ,II :t: 1+ DETOUR "' :t: "' V1 > 0 >- z :::, :::, ~ --, SIGN I}] en "' C TO NEWPORT BLVD 150 nm CAP ~ ,_ (DIRECTION OF ARROW ... DEPENDS ON LOCATION ,_ "' OF SIGN) 0 ' 0.. V, 8l z SIGN ... I= .... 0 PCMS ,_ i:5 RAMP TO SB AND NB "" ,_ RTE 55-NEWPORT BLVD "' ... 0.. CLOSED ..., 0 < DETOUR z AHEAD "' 0 .... l I ; .... SIGN ~ 0 ..., ,_ ... ,_ V, • _,.,,·. __ ----- QUANTITY 2 -EXISTING 2 -EXISTING I NEW -EXISTING I NEW I NEW Be In Work Sta 26+82 REMARKS REMOVE OVERLAY AS SHOWN REMOVE OVERLAY AS SHOWN NEWPORT BAY RAMP E & D2 CLOSURE LEGEND -RAMP CLOSED SIGN LETTER SIGN LOCATION ~ DETOUR TRAVEL DIRECTION PCMS PORTABLE CHANGEABLE MESSAGE ... Irle I ~"t DIST COUNTY ROUTE 12 PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 t.lOFF A TT & NICHOL ENGINEERS 3720 SOUTH SUSAN STREET, SUITE 200 SANTA ANA,CA 92704 SHEET TOTAL NO. SHEETS Tte Std8 rf Cdfforria or Its rfffotJrs or ogeds str,II tdt,e IWtJO(ltJltJe for tlJ) oaoraq or cartJ//hfltJ68 rf t!lt:tcln:dc cq/M rf ttit; p(JI) r;tm. 1,------,11 1 I I I I 1}-----r) 1J7 ---~§_-~-t::J-Q}SB RAMF{g_i/ --:I Q 150 nm CAP TO~ NEWPORT BLVD : I CLOSE O I 200 rrrn CAP L ___________ 7 ____________ 1 /::-+ N B USE /~ I SB USE + : I 50/ I 00 rrrn CAP / 1: SUPERIOR _A'wE :: BALBOA BLVD I 150 nm CAP I \ic---------CC-;,-•-----_______ I /--'----------{ I I I 1 I 1 11 SIGN [iJ I ____________ ~ r,-------,r, I]] /I I / I I }------) I }7 ,---~F~~~~~7------7-r1 II l4:J~-~t::J[2)1SB RAMP:~_11 1, @) I 50 rrrn CAP I TO 55 NEWPORT BLVD I I I I CLOSE O I 200 rrrn CAP : :+J usE AL TERNA TE ROUTE : 100/150 nm L~ -----------------" (DIRECTION OF ARROW CAP DEPENDS ON LOCATION OF SIGNl SIGN [i] STAGE II AND STAGE CONSTRUCTION AREA Ill SIGNS NO SCALE THIS PLAN ACCURATE FOR CONSTRUCTION AREA SIGNS ONLY. ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN. CS-3 FOR REDUCED PLANS ~~,,... .. ,., '""'",... , .. ""' .,,,....,_,...,...,... . -,.,,_-_ - 0 ' 20 ' 40 ' 60 ' 80 ' CITY CONTRACT NO. f"-?A!le:. CITY DWG. NO. D-t:;F;Q7-C:: cu 12208 FA 03890 I ' ' " w >-"' <D -> " w w a: "' w > >-w .. a: " w >-.. " ci ln >-w <D >-" .. "' " .JZ W :, " "' o-0 .J"' "' .. "' :c oo 0 ~ :c n: :,:: W VI i, z j <> en -, w 0 i!l >--.. >--~ V'> z .. "' >-- :,s >--z ':I! >--"' ~ ..., C .. z "' 0 '-':: I "-0 ..., >--.. >--V'> t PCMS ,.-,,,,.·-..·_ SHEET TOTAL NO. SHEETS 1oe eoe PCMS LEGEND .. Irle I ~Tt PCH CLOSED TO PCH -AT SOUTH NEWPORT BLVD DETOUR DETOUR AHEAD AHEAD PCMS SIGN 0 SIGN ~ A NEWPORT BN PACIFIC COAST HIGHWAY CLOSURE FOR BRIDGE DEMOLITION AND FALSEWORK THIS PLAN ACCURATE FOR CONSTRUCTION AREA SIGNS ONLY. FOR REDUCED PLANS 0 20 40 60 80 CONSTRUCTION CLOSURE SIGN LETTER SIGN LOCATION DETOUR TRAVEL DIRECTION PORTABLE CHANGEABLE MESSAGE SIGN S· 13· ':l7 PLANS APPROVAL DA TE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 MOFFA TT & NICHOL ENGINEERS 3720 SOUTH SUSAN STREET, SUITE 200 SANTA ANA,CA 92704 T/'e Skh d Q1/ffornlo or 1tt; rf'ff,;,11rt; or agstts ,;Id/ rid t,,, flt61XJ(ISll:J"1 r« th8 00CU"«J or ~ tf f!hJdrrJrlc oo,iM tf ffis plan sht!rl. DR NEWPORT BN RAMP "D1" CLOSURE ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN. CITY CONTRACT NO. CI TY OWG. NO. ,.., ,..,...,.,,. .... ~ ..... ..,. CONSTRUCTION AREA SIGNS NO SCALE CS-4 D w )-<I) m > D w w er <I) w > >-w .., er D ' w >-.., D ')-)-D m w m >-D D «w JZ w ::,Q "' u-u J<ll w «w I uo u ... ,: ' • :I: "' :I: w Vl > 0 j z " iii .., w 0 iS I-ct I- ' ~ V, :z ct i!: ~ I-~ C: ct 0.. u.J C ct :z C: 0 ": I ' <5 u.J I-ct I-V, It . ,,,,_. __ PACIFIC COAST HWY CONSTRUCTION AHEAD BICYCLISTS USE (DIRECTION OF ARROW DEPENDS ON LOCATION OF SIGN) SIGN 0 BICYCLISTS USE (DIRECTION OF ARROW DEPENDS ON LOCATION OF SIGN) SIGN I]] HOA H SPI NEWPORT BAY BICYCLE DETOUR<S > STAGE I SIDEWALK CLOSED PEDESTRIANS PROHIBITED SIGN II] DR THIS PLAN ACCURATE FOR CONSTRUCTION AREA SIGNS ONLY. FOR REDUCED PLANS f"IOl(:lt,Jj\,] <';('/II C" l~I "'' I '"C"TC"O,C: 0 I 20 I " I 60 I 80 I .. ,,.,c I l"t PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 KILOMETER POST TOT AL PROJECT 0. I . 31. 71/3 .08 MOFFA TT & NICHOL ENGINEERS 3720 SOUTH SUSAN STREET, SUITE 200 SANTA ANA,CA 92704 SHEET TOTAL NO. SHEETS 109 aoe T/'rJ S/olu rf CQ/ffonia or fts <ff/o,rs or l)IJelts ~I rid 11' ~bkJ for tfrJ ooar«11 er cotrri(JffJf)(JSS or elfldrrdc ~a, ff tfis flan lhlti. HOAG H SPIT NEWPORT BAY BICYCLE DETOUR(Sl STAGE II, Ill AND IV DR CONSTRUCTION AREA SIGNS NO SCALE ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN. CS-5 CITY CONTRACT NO. r-?RRC:: CI TY DWG. NO. D-i:;;~Q7-C:: cu !2?08 FA 038901 ' " w >-111 m -> " w w "' 111 -w > r w ., "' " ' >--., " '>->-"m w m r" " -<W _JZ w :,o "' u-u _J 111 w -,;w :,: uo u r ,: I ,;, :,: "' :,: "' V) > 0 ,_ z ~ C) Ill -, "' 0 ~ ... < ... a: ' ~ V, z < a: ... l!; ... z ~ a: < a.. L,J C < z a: 0 ":: j "-0 L,J ... ~ V, • ,. _,.,,·. __ ~:-_.,.,.,· .. - n ,., n· ,., r 1 775 SEE DETAIL A 12 19 ~--- r 300 L •• our Measure M ----------------Dollars at Work 1750 SEE NOTE I PROJECT FUNDED FEDERAL HIGHWAY TRUST FUND ORANGE COUNTY TRANSPORTATION AUTHORITY OCTA MEASURE M FUNDS SEE DETAIL C CITY OF NEWPORT BEACH FUNDS cs E (ITALIC) /BLUE --;-r= Your Measure M ..r 50 19 ---1r= ;;;1;;;; ·;; ·w;;i\=r{ 50 ( 75 ~ I I BLUE (ITALIC> 775 DETAIL A <SEE NOTE 3) 2470 TYPE 1 (MODIFIED) ,.;.\./ORANGE ~W)"" ·-v50 DETAIL B (SEE NOTE 4) BY 650 SEE DETAIL B ~ y NOTE 5 BLUE <SEE NOTE 3) THIS PLAN ACCURATE FOR CONSTRUCTION AREA SIGNS ONLY . FOR REDUCED PLANS 0 20 60 80 75R 650 75 100 E 75 50 E 62 50 E 62 50 E 188 n 293----,~ BLUE ,11 ~ OCTA 2 9 3 -_/ ~ BLUE DETAIL C CITY CONTRACT NO. .. Irle I ~"t PLANS APPROVAL DA TE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH,CA 92658 MOFFATT & NICHOL ENGINEERS 3720 SOUTH SUSAN STREET, SUITE 200 SANTA ANA,CA 9270~ ThtJ Sh1lu tf CallforrJo or Its dr!Oflt's or aged's slrJllndbe ~ble f«-ttr, ~ or OOIIJ}lflMtlSS tf titldrcdc ®es tf ffls fian sltJfJt. NOTES• I. ROUTE SH I ELD CST ATE FURN I SHED>. 2. 3. 4. 5. EXCEPT AS OTHERWISE SHOWN, THE LEGEND OF THE SIGN SHALL BE BLACK ON A WHITE BACKGROUND (NON-REFLECTIVE). THE BORDER OF THE SIGNS AND DETAILS 'A' SHALL BE BLUE (NON-REFLECTIVE). THE DIAMOND IN DETAILS 'B' SHALL BE ORANGE (NON-REFLECTIVE). CITY OF NEWPORT BEACH SYMBOL TO BE PROVIDED BY CITY. CONSTRUCTION AREA SIGNS IDENTIFICATION SIGN DETAILS NO SCALE CS-6 CITY DWG. NO. rr 1 1 ..,,,,....., -__ ,,__ - 0 w ,_ a, V) > □ w w "' V) w > I-w ., "' 0 X w I-., 0 '-,_ ,_ oa, w a, 1-0 □ <:W .JZ w :, " "' o-0 .JV) w <:W r oo 0 I-,: ' Ill :r , 0: :r w "' > 0 ,.. z ~ ~ Ill , w C i5 I--... I--@s X 0.. V, :z ~ .... 0 I--:z ':Ii! I--"" ~ u.J C ::0 z @s .... ' I , X -~ u.J I--... I--V, • --- NOTES1 I, ALL LANES TO BE 3.6 METERS WIDE UNLESS OTHERWISE NOTED. 2. EXACT LOCATION OF MARKINGS TO BE DETERMINED BY THE ENGINEER. 3, SEE STAGE CONSTRUCTION PLANS FOR SUPPLEMENTAL REMOVE TRAFFIC STRIPE. -n TYPE VI AT 18 m C-C (TYP) ·;. ,..,-,:~- LEGEND ~ --+- • PAVEMENT DELINEATION DETAIL ~ NUMBER, SEE CONSTRUCT I ON NOTE ~ PAVEMENT DELINEATION DETAIL a NUMBER, SEE CONSTRUCTION NOTE~ CHANGE OF PAVEMENT DELINEATION DETAIL ANGLE POI NT .... V) 0 C __, • .. > CONSTRUCTION NOTES Q_ REMOVE TRAFFIC STRIPE AND PAVEMENT ~ MARKER. r;;;\_ FURNISH AND INSTALL THERMOPLASTIC ~ TRAFFIC STRIPE AND/OR PAVEMENT MARKER. (.;:;\_ FURNISH AND INSTALL THERMOPLASTIC ~ PAVEMENT MARKING. Q_ FURNISH AND INSTALL PAINTED TRAFFIC ~ STRIPE (2-COAT) AND/OR PAVEMENT MARKER. ~ FURNISH AND INSTALL DELINEATOR \'.:Y-(CLASS I). • ~YPE I ii (U (TYP> 11.2 112 TYPE VI nfpj ToYPE Iv·. (R) ARROW 0 "' "' "' + + THIS PLAN ACCURATE FOR PAVEMENT DELINEATION ONLY . ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN. FOR REDUCED PLANS 0 20 40 60 BO CITY CONTRACT NO. C I TY OWG. NO. ,... ... ,.,,.,,. DIST COUNTY ROUTE PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH,CA 92658 MOFFA TT & NICHOL ENGINEERS 3720 SOUTH SUSAN SlRE:E.T, SUITE 200 SANTA ANA,CA 92704 Tts Slated C61/forrio or ltlS dflCtll's or qgtids Sfu/1 rid btJ f'86l)tJ(l61ble f«-ftrl ~ or COllf}lft1/ISS d ek/drfxio rx}fie,s d ttls pion slr!<i. PAVEMENT DELINEATION PLAN SCALE I, 500 PD-1 r1 I I ??AP 0 w >-"' <f) > 0 w w a: <f) w > I-w <( a: 0 ' I- <( 0 '>->-O<D w ro 1-0 0 <(W JZ w :, " ,: u-u J<f> w «W I uo u ';: ~ :c 0: :c .. VI > 0 ,_ z j " ., --, w C i!i .... ~ ' ~ :z < I= Is .... :z !I! .... "" < CL u.J C < :z is "-~ • i5 u.J .... < .... V> • ; . ._..,.,· __ LEGEND ~ • f- ' -9 ,, -.;,< PAVEMENT DELINEATION DETAIL ~ NUMBER, SEE CONSTRUCT I ON NOTE ~ PAVEMENT DELINEATION DETAIL Q NUMBER, SEE CONSTRUCTION NOTE~ CHANGE OF PAVEMENT DELINEATION DETAIL , ·- 300 mn WHITE CHEVRON AT 7. 5 rfl C-C \ ' \,,~ I .. CONSTRUCTION NOTES ~ FURNISH AND INSTALL THERMOPLASTIC fii3\ FURNISH AND INSTALL PAINTED TRAFFIC ~ TRAFFIC STRIPE AND/OR PAVEMENT MARKER. '-:J STRIPE (2-COAT) AND/OR PAVEMENT MARKER. @-FURNISH AND INSTALL THERMOPLASTIC e-FURNISH AND INSTALL DELINEATOR -PAVJiMENT:-MARK/NG. c __ . --, (CLASS U, • C IV CR) CTYP> FOR REDUCED PLANS ,.,~,~ ~~., ~ , .. 'Bl• LINE 3. 6 3. 6 0. 6 0 ' 20 ' 300 mn -WHITE CHEVRON 7.5 c-c 60 80 --------·--, .. _..,, __ ~ .. Irle I l"t NEWPORT BEACH .{:-112 TYPE IV <RI <TWl . • ,0 C; / / ., 0 J-ft -I Cf./, '11--4,. ALL DIMENSIONS !ARE-IN METERS UNLESS OTHERWISE SHOWN. CITY CONTRACT NO. " CI TY OWG. NO. n ,..,,. ,.,"7 ,.. 5· 13· 91 PLANS APPROVAL CATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 MOFFA TT Sc NICHOL ENGINEERS 3720 SOUTH SUSAN STREET, SUITE 200 SANTA ANA,CA 92704 ThtJ Sith cf Cdlforrio or Ifs alf1otrr; or O(ltlFh NfndbtJ n,«p)lll,Jtit, for tt. ODCII.RQ' or ~ ff fHClrrric a;ipl«1 cf ff'ls /Jal mltlf. PAVEMENT --DELINEATION --,,f PLAN SCALE I• 500 PD-2 0 w >-"' Vl > 0 w w 0: Vl w > >-w ., 0: 0 ' >-4 0 '>->-O<D w "' >-O 4W 0 .JZ w :,C> "' u-u .J Vl w «w I uo u I-\ ,n r II: r "' VI > 0 >-z ~ " en -, "' C e5 I-... I-15 ' 0.. V) :z ~ ... 0 I-:z 15! I-a: ... 0.. u.J C ... z a: 0 ... ! i ,; ' ··is u.J I-~ V) • -~ i; -I 11)0 "'r "'r V>-rz JTIJTI IT\ -IV! -I -0,,. 0 ' "' "' .... + 0 "' LEGEND ~ -+- • PAVEMENT DELINEATION DETAIL NUMBER, SEE CONSTRUCT I ON NOTE e PAVEMENT DELINEATION DETAIL r.::;-,. NUMBER, SEE CONSTRUCT I ON NOTE ~ CHANGE OF PAVEMENT DELINEATION DETAIL ANGLE POINT 112 TYPE IV (R) CTYP) - -.- TYPE IV . CR> HYP) QLD NtWPORT BL VD TYPI;: JV CR) & wn 1v cu _c:.. --·"" ... ,si:op• 3oo·mn WHITE, CONSTRUCTION NOTES @-REMOVE PAVEMENT MARKING. ~ FURNISH AND INSTALL THERMOPLASTIC ~ TRAFFIC STRIPE AND/OR PAVEMENT MARKER. @-FURNISH AND INSTALL THERMOPLASTIC PAVEMENT MARKING. Q_ FURNISH AND INSTALL PAINTED TRAFFIC ~ STRIPE (2-COAT) AND/OR PAVEMENT MARKER. ~ FURNISH AND INSTALL DELINEATOR V--CCL ASS I). &13 TYPE IV CU 112 ARROW CTYP) ·~- 1fe)UT~5"5 ... .. trio I ~"t THIS PLAN ACCURATE FOR PAVEMENT DELINEATION ONLY . ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN. FOR REDUCED PLANS r,,;,,,.,,.,,,, .,,,.., C"' '"' "" r .,,r~,-,-,- 0 ' 20 I <O I 60 ' 80 I CITY CONTRACT NO. ('_?PPC CITY OWG. NO. o .i:::c:;07-~ ROUTE 55, l V L ENGINEER S-13•97 PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 MOFFA TT & NJ CHOL ENGINEERS 3720 SOUTH SUSAN STREET, SUITE 200 SANT A ANA, CA 92704 SHEET TOTAL NO. SHEETS IIS 202 Tl'IIJ sta/9 rf O:dlforrio or Its dfla,rs or ogeds sm/1 nd bfJ rNf}Dll6ltitl ror thtJ aa:Ar«¥ or ootr,JI~ ar eltdroric oo,Jes d ms pan 6'r!II. 300 rrm !. WHITE i '. PAVEMENT DELINEATION PLAN SCALE I• 500 PD-3 F'A f"))R9()1 , 0 w ,. V, <Il > 0 w w 0: V, w > ... w " 0: 0 , w ... " 0 ',. ,. O<Il w <Il ... 0 «w 0 -' z w :, " "' u-u -' V, w «w I uo u ... I " "' I 0: I w V> > 0 ,. z si " "' .., w C z 0 .... .. .... "' 0 0.. V, z .. "' .... .... 0 .... z w "' .... "' .. 0.. w 0 .. z "' 0 .... --' J .. ., i... ·o w .... I .. .... V, dP LEGEND ... EXISTING ROADSIDE SIGN TO REMAIN ■ RELOCATE ROADSIDE SIGN • REMOVE ROADSIDE SIGN @ ROADSIDE SIGN (WITH NUMBER! NOTES I. ALL EX I ST I NG SIGN SHALL BE PROTECTED IN PLACE DURING CONSTRUCTION UNLESS OTHERWISE NOTED 2. EXACT SIGN LOCATION SHALL BE DETERM I NAT ED BY FIELD ENG I NEER -n r< "'' -<'. .... U1 .... a:: 0 :i:: U1 0 a _, ' ' ' R28CSl 0 THIS PLAN ACCURATE FOR SIGNING ONLY FOR REDUCED PLANS 0 ORIGINAL SCALE IN MILLIMETERS ,o 60 ,o NEWPORT BEACH ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN CITY CONTRACT No.C-2886 CITY DWG. No.R-5697-S PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH,CA 92650 FPL ANO ASSOCIATES, INC. tO CORPORATE PARK, SUITE 310 !RVINE. CA 92714 Th! Stale of Col/fornlo or Its officers or agM/s s/rJ/1 not 116 resporu/bls for th! OCCIJrOC'f or ~e!BlleSS cf dedroolc copies of Iris p/011 s!w. SIGN PLAN SCALE 1,soo S-1 cu 12208 EA 038900 ' 0 z " ::, C, z "' C, C, < ~~ ~ 0: "' z a. 0 C, "' w ::, >-V, V> al V> > 0 w "' w a: 0: V, w > ,_ <8 w <t a: 0 ' w ,_ <t 0 ,,_ >-Oal w al ,-o <tW 0 -'z w ::,o "' u-u -' V, w <t w I uo u ,_ I Cl n :,: 0: :,: w V> > 0 >-z ~ 0 "' ., w C z 0 r « r gj ' 0.. V, z « "' r ~ 0 r z "' "' r "' « 0.. "' 0 « z "' 0 ~ ~ j ·<t -' ~ .0 "' r i§ « r V, d, ,. -_,.,_. __ G77 I@ + Costa Mesa Newport Blvd @ Balboa Peninsula If G28 G28 G4S G47 G34 G34 ■ GB [~9f:Jice:'/i$'. ~Bi ~@CMODl, 1-Tq_urlsf r ... ... .. \ 1¢, ·1·nfo 1 L _____ J R6 I •13 ® -··--+------o.,. ewport Blvd alboa Peninsula ---------------- GI I 0 SIGN @ 8san Long Diego 1f Beach IEXIT ONLYI FSBT "A'37+00 SEE DETAIL ON SHEET S-4 W41 ---® ..... ---W41 6 I CMODl @ -----, if: LYJ_QN 1 . • ' G77 :,;; ~ RELOCATE FROM ■ PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 FPL AND ASSOCIATES, INC, !O CORPORATE PARK. SUITE 310 1RVINE, CA 92714 The Stat, of Collforrla or Ifs officers or O(J61'1s shill not be resp(J(IS/b/e f« Its CICC(J(ocy or axrv,tdeness of ~eclrOlllc CC()/~ of /tis plan s/JIJ8J. SIGN ® Long Beach IEXIT + ONLY! FNBT 'A'37+00 SEE DETAIL ON SHEET S-4 C-./ 'A' 37•90, SHEET S-3 r.11 GB (@ / ~'U'Bolboo Peninsula: ' L _________________ , -■GBI (!}) / .,.-,-----------------, ,ij}salboa Penlnsula 1 @) Newport Blvd f<.,:--,-----~c\~s;:--~~~~7-~----::--;:: 't··\ N ,,_ 1 Newport Blvd @: '·,1. Costa Mesa q> 1 Costa Mesa -- ','' .., '. ~\\ \ \' ..... --- 'W41 \ ~ ® \,--,,,. ' . • .,,. L __________________ , ,. -, ·--~ •Oo ..... "' • NEWPORT '~} 6""- t.:. --., __ . ;: -' BEACH ... -R/W • ··1;J' 0 --~ _,. ~.,,G ',' ' '.':.;-;·-~• ' ' A'-• THIS PLAN ACCURATE FOR SIGNING ONLY. FOR REOUCEO PLANS 0 ,o ORtCINAL SCALE IN MILLIMETERS ,o ,o All DIMENSIONS ,;\Rt>1N METERS UNLESS OTHERWISE SHOWN. CI TY CONTRACT NO.C-2886 CITY owe. NO.R-5697-S SIGN PLAN SCALE I 1 500 S-2 cu 12208 [A 038900 0 z , :::, ::, 0 z "' 0 0 "' z "' °' <(I .; "' z s: a. 0 0 "' w ::, >-V) V, <n V, > 0 w "' w a: °' V) w > >-<8 w « a: 0 w >-« 0 ',_ ,_ om w <n >-0 «w D JZ w :, '-' "' u-u JV) w «w I uo u >-I ., I I ~ I w V, > 0 >-:::, z :::, " "' -, w D z 0 ~ < ~ "' 0 a. ' V, z < "' ~ '-'-0 -z c., "' ~ "' ... a. c., 0 ... z "' 0 '-'-__, j ., ~ ,'u... 0 c., ~ i < -V, • ,. _..,,:. __ ,: ,. .... v,<"> "'I "'r "'" ili"' "'V> ........ v,> ' "' N~ • 0 "' I I ' ' ' ' 0G8@ , ~ 1 'it Balboa Penlnsula 1 ~---------------7 ~ San Diego ? 1 L---------------7 ! 1 Long Beach ¢ 1 \_ - - - - - - - - - - - - --- G48 G4 7 G28-2 G28-2 G34 .. G34 Rl8_\2 ~--© ;-o_ I 4 ··'. ' ' -•----- ' ' ' I .-.... --- Rl8A G~7 ,, G28-2 G34c @ S-2 ' I ' I ------- 1 Balboa Peninsula ' LEFT LANES ,----------Iii G2 I San Diego ' '°'s Long, Beach 1 \:!.;! R1GHJ-" LANE ~6.Nt.Y~: L ____ • -.• • --------~ R2 C40l W74 G8 I -24 CMODI ® • /@ro 'A"39+90 ' --~" c.---'-c.---'-c-- OLD NEWP0f-li BLVD r 39,.00 ' \R-2(45)T ,· NEWPORT THIS PLAN ACCURATE FOR SIGNING ONLY. FOR REDUCED PLANS 0 ORIGINAL SCALE IN MILLIMETERS ,o •o 60 ,o ' ' I BEACH W74 G,81 cz4 (MOD> DIST s-/3-Cf7 PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH.CA 92658 FPL AND ASSOCIATES, INC, 10 CORPORA TE PARK, SUITE 310 IRVINE, CA 92714 SHEET TOTAL NO. SHEETS Th8 St(lfe of Callf«ntr, or 11s officers or oger,ts sfr1ll ncl be responsible f« tl'l8 oa:vrocy er COltJ)leleness of el«Jrorlc coplo.s of t/is plan sftlel. ~ f, -;O \Qi 0 -.,,. -' ' .,,. r--- ---------------~ --BUS STOP SIGN : <9 ;1; ---- ~,- Rl:8 CBUS EXEMPT> @ R28CLTI. @ ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN. I I \ SIGN PLAN SCALE I• 500 S-3 CITY CONTRACT No.C-2886 CITY owe. No.R-5697-S cu 12208 EA 038900 ~~ z ,. m 0 w "' > w "' w ,_ <t 0 ',. om w >-0 <t w _,z ::,o u-_,"' <t w uo z ~ -< -"' 0 ' a. V, z < "' -,.,_ 0 -z .,, :,; -"' < a. .,, C < z "' 0 ,.,_ ~ w nc w ,_ <t 0 ,. m 0 w "' u w I u I I V> >-~ --, J I di ci z :,; ::, D z .., D D .. a: .., a. D .., ::, V> V> .., a: ~ E , .. _;.,,·,·~- 9 144 m 5.486m I 3.658m 332UC/250LC,900x800 SHIELD G85 8 Son Dlego 1f ""/ Long Beach W6 l C I EXIT ONLY I EL 14, 17 / 'i. POST TYPE 14 NPS X 15.88rrm ETW ES 2. 4m 3. 6m 2. 4m SIDEWALK I ~ I 8. 45 I ~ I 8.49 / 8.25 ©BACK OF WALK SIGN No@ FSBT STA "A"37•00 I) INSTALL SIGN STRUCTURE (LIGHTWEIGHT TYPE C-2) 2) POST TYPE 14 NPS X 15,88mn 3) TRUSSED ARM SERIES 254 X 152 X 9,5 2) TYPE A LAMINATED PANELS 3) ILLUMINATED PANEL -- E 0 "' '° " I BASE ft ELEV 8.67 I/ I,, L!.~ ..2L 920rrm X 4.9m CIDH ~ PILE FOUNDATION '-= E "' a, N "' 9. J 44m 5.486m ' f,-/3-97 PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH. CA 92658 FPL AND ASSOCIATES, INC. 10 CORPORA TE PARK. SUITE 310 IRVINE, CA 92714 Tm Stare of Callfornlo or Ifs offlC41"s or (}(Jeflfs sfla/1 oot be respor,sfbJe for ffe oowrocy or CC/Tf)le/etle$$ of el«lron/c CO{)les of tfls pl(]{) slr,el. 3.658m --r=3-=3.c2::U,cC,_/'"2"-5"0"'L"-CL, 9,,_o,,_o,,_x,_8s,:Os:O"----'S"'H"--'-'I Es,Lc,D'------------'Ge,8~3,_; Long Beach W61 DI EXIT+ ONLYI -- "-EL 15. I 0 <j:_ POST TYPE I 4 NPS X 15. 88mn-----' ETW ES BASE t ELEV 9.60 SIDEWALK • 1,. 9.46 ~ ,_,_ I 3,6m I 2,4m I 2.4m fail_ ~ I I - / --~==.__: ____ ___::::::_=------'----------::; /?CJ 9. 51 / ~ ~BACK OF WALK 920rrrn x 4.9m CIDH -PILE FOUNDATION SIGN No@ FNBT STA "A"37•00 I) INSTALL SIGN STRUCTURE (LIGHTWEIGHT TYPE C-2) 2) POST TYPE 14 NPS X 15.BBmn 3) TRUSSED ARM SERIES 203 X 152 X 9.5 2) TYPE A LAMINATED PANELS 3) ILLUMINATED PANEL SIGN DETAILS NO SCALE THIS PLAN ACCURATE FOR SIGNING ONLY ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN. S-4 FOR REDUCED PLANS 0 ORIGINAL SCALE IN MILLIMETERS ,o ,o ,o CITY CONTRACT NO.C-2886 CITY OWG. NO.R-5697-$ cu 12208 EA 038900 ----- 01sTI couNTY I ROUTE I KILOMETER POST SHNEJ,TI srHirlh, TOTAL PROJECT POST SIZE & LENGTH ROADSIDE INSTALL I 2 I Oro I I 0. I 3/0. 97 l!B 1Zo2. PANEL SIGN REMOVE 55. I 32. 08/3 I. 7 I SIGN SIGN !STRAP & ROADSIDE f':rlc , ,z, -f/-,,::7.,,,.. NO. CODE SIZE 89rnn 89rnn t40rrm 140rrm SADDLE REMARK NOTES X X X X ONE TWO BRACKET SIGN A , ---ms, 0 lrnnl 89rnn 140rrm 140rrm 184rrm POST POST METHOD) CEA> REG!STERE011CIVIL E,,,.._,JNEER ~~ ON4l ,p "' CEA> CEA> IE Al I. EXACT LOCATION AND POSITION OF ROADSIDE SIGN TO BE DETERMINED k? ;;:!. -R281Sl 300X450 I I STRAP TO ELECTROL I ER S-13-97 $ F!;J,!,-Plt<J LEE\¥, I BY THE ENG I NEER. 0 2 G81-241MODl 1800X750 I I STRAP TO ELECTROL I ER BE DETERMINED PLANS APPROVAL DATE ~~o, 40869 "" 2. POST LENGTHS GIVEN ARE APPROXIMATE. EXACT LENGTH TO {l Exp.~ * ~ z 3 R41 750X900 I I * " I BY THE ENG I NEER. CITY OF NEWPORT BEACH ¾,. rv1 ~~~ ::, 4 RI 750X750 4.0m I 3300 NEWPORT BOULEVARD £ or c~'-''\ 0 RI I 900x900 4.0m I 3. ALL RELOCATED ROADSIDE SIGNS SHALL BE INSTALL ON NEW SIGN POST NEWPORT BEACH.CA 92658 z w 5 I !UNLESS OTHERWISE NOTED> 0 RI IA 900x525 FPL AND ASSOCIATES, 1NC. 0 W41 900x900 4.5m I I 10 CORPORATE PARK, SUITE 310 .. 6 IRVINE. CA 92714 z a: G34 450X450 10.0m I I ROADSIDE SIGNS ~ ~ w 7 G66-56 525X375 * REUSE EXISTING STEEL SIGN POST. Thi State af Callfornlo or Ifs officers or O(Jeflfs sto/1 mt be responslble for lh!J oca.irocy z :;; a. or ~et=s of eleclrorlc C()()les of //is plan stt,,,t. 0 GB 3250X900 0 w INSTALL w ::, RI I 900X900 3. 7m I I POST SIZE & LENGTH ROADSIDE >-V, Vl 8 PANEL SIGN REMOVE <D -Vl RI I A 900x525 SIGN !STRAP & > -SIGN ROADSIDE 0 w w 9 Rl6 600X600 I I * NO. CODE SIZE 89mm 89rrm 140rrm 140rrm SADDLE REMARK w a: a: ONE TWO BRACKET SIGN V, W21Rtl 900X900 5. 7m I I 0 X X X X POST POST METHOD) -w -10 Crrml 89mm 140rrm 140rrm 184rrm IEAl > ,__ <8 W6 !20) 750X750 IEAl CEA> IEA) w <( a: 0 I I RI I 46 GB 7. 4m I I w 12 WI 7 900X900 4, Sm I I G47 4.3m I I ,__ <( 13 RIB-2 900X900 4, Sm I 47 G28-2 0 14 R26 300X450 I I STRAP TO ELECTROLIER G34 15 W4 !20) 1500Xl500 I RI I 900x900 3. 7m I I G77 10. Sm I I 48 RI I A 900x525 ,>-16 O<D >- 4.0m I I w <D GBI 49 RI 750X750 ,-o 17 WI I 900X900 I STRAP TO ELECTROLIER RIO 900x300 2.5m I I <!W 0 50 _,2 w I I STRAP TO ELECTROL I ER 900x900 I I :, '-' "' G47 W74 u-u 18 I STRAP TO ELECTROL I ER 51 _, V, w G28 GB I -24 CMODl 900x600 <( w I 900X900 3. 7m I I 4.6m I I uo u RI I 52 R2C40l 900xl 125 19 RI I A 900X525 G21 11, 6m I I 53 20 W25 I 54 BUS STOP I I BACK TO BACK * 21 W4 I I 5) 1500Xl500 I I. 4m I 55 G77 10.6m I 22 R6 I CMODl I 56 W74 900x900 I STRAP TO ELECTROLIER ~ 900X900 3. 7m I I I RI I 57 W60 1200xl200 5. 4m I '-' 23 900X525 4.0m --:c RI I A RI I 900x900 I " -900X900 4.5m I 58 . er :c 24 RIB-2 RI I A 900x525 w Vl 900X750 I SQUARE 4.0m I > 25 Gl3 4.3m I RI I 900x900 0 ,_ I 59 z ~ 26 TYPE P RI I A 900x525 " -W79 I I STRAP TO ELECTROL I ER W54 750x750 4,8m I ~ -, 27 WBOCMODl I STRAP TO ELECTROL I ER 60 w WBO 600x200 0 28 W41 I 61 W60 1200X1200 5. 4m I 29 W72A I I STRAP TO ELECTROL I ER 62 RIB-2 900X900 4.5m I W54A 750X750 I STRAP TO ELECTROL I ER 63 GI I 900X450 2.5m I 30 RIB-2 900X900 I I STRAP TO ELECTROL I ER 64 GI I 900X450 2.Sm I 31 W4-15. 2120) I 500X 1500 t I. 4m I 65 GB 9. Om I I 32 R61-13 1200X750 4.3m I I G66-56 RELOCATE TO SIGN NO. 7 z W54 900X900 I I STRAP TO ELECTROLIER 66 G34 RELOCATE TO SIGN NO. 7 ~ 33 900X300 I STRAP TO ELECTROL I ER I WBO GB -9.0m I I STRAP TO ELECTROLIER ... 34 GB 67 RIB-2 900X900 -"' 35 R61-13 1200X750 4.3m I I 68 RIB-2 1650X1200 4.Bm I 0 Q. R61-13 1200X750 4. 3m I I I V, 36 69 RI 750X75D z ... G28,G28 9.0m I I 70 W74 1200Xl200 5. 4m I "' -G48,G47 71 W59 4. 3m I I c.. 37 G34.G34 3. 7m I I 0 72 R28 ILTl -GB 73 R7/R34 I BACK TO BACK,REUSE SP* z = GB I -24 IMOD) 74 W59 750X750 4.3m I :,; -38 R6 I IMOOl I 4, 3m I "' 75 W54A 750X750 ... Q. 39 W41 900X900 I I 76 W54A 750X750 4. 3m I = C, 40 W41 900X900 4. Sm I I 77 W75 900X900 I STRAP TO ELECTROL I ER 41 GB4 1350Xl250 5.0m I I 78 R28 I I * 42 GB I 79 TYPE K I . ... -G48,G47 I I z BO TYPE K "' ) 0 G28-2 81 R28/TYPE K I I STRAP TO ELECTROL I ER c.. -j 43 G28-2 82 R28/TYPE K I I * J ... G34,G34 ' I u 83 TYPE K c.. RIB-2 84 R28 I I STRAP TO ELECTROL I ER 0 44 GB 10. 6m I I 85 SI 6-I IQ.Om I . = ~ -~ G47 4.5m I I I SIGN QUANTITIES ... 86 TYPE K ~ V, 45 G28-2 87 RIB 900X900 4.5m I NO SCALE Ill G28-2 TOTAL 43 12 19 62 S-5 G36,G34 - - - --- ---FOR REDUCED PLANS 9 ,o <O •.o ,o 1 CITY CONTRACT No.C-2886 CITY owG. No.R-5697-S lcu 12208 I EA 038900 ORIGINAL SCALE IN MILLII.IETERS I OlSTI COUNTY ROUTE I \~Lr°AMLETlRi.fE0cV 1sHN~~Tls~0ills 12 I Ora 55, I I o. u;o. "' [ ll'? [2.02. 32. 08/31. 71 ~ rlc /26✓,t -~ ~ ' REG I STEREO "Cl VIL Ei= I NEER ~iofESSJo..,...,, -~tic ~ 0 S"-/J-97 (i FO(;-P I f,(j LEE ~ -~o••• r~ z PLANS APPROVAL CATE "· "' 9' E>ep. ~ JI-- :::, CITY OF NEWPORT BEACH ~1( Crv\\. ~~"'° 0 3300 NEWPORT BOULEVARD z NEWPORT BEACH, CA 926S8 OF Cl\\\ .,., 0 0 FPL ANO ASSOCIATES, INC, <( 10 CORPORATE PARK, SUITE 310 z ~ a: IRVJNE, CA 92714 <(I,; .,., z ;a a. Tf,s Slote of Callfornla or ffs Gfflcers or agenls sfrJII f'l(II tit, res(X)IISl/:Jle rw ft.I occurGCY 0 or COIT'(Xeteness Gf e/ectrorlc cop/OS Gf tfis pion steel. 0 .,., w :::, >-"' V, al -V, > -0 w .,., w Cl'. a: I "' -w -> >-~ w <( OVERHEAD SIGNS Cl'. 0 w >-SIGN CIDH CONC <( PILE (SIGN SIGN STRUCTURES POST TYPE 0 NO LOCATION SIGN PANEL 0 FOUNDATION) CL I GHTWE I GHT (ml TYPE C-2l <STD PLAN) REMARKS ' >-STATION DIRECTION CODE SIZE FURNISH INSTALL 0 al >-920rrm Ckgl (kgl w al H> -<W 0 A "A"37+00 FSBT G85 5.486m X 2.54m 4.9 2230 2230 14 NPS x 15.BBrrm JZ w B "A'37+00 FNBT G83 5.486m X 2.286m 4.9 2220 2220 14 NPS x 15.BBrrm ::, C> " u-u TOTAL 9.8 4450 4450 -'"' w -<W I uo u NOTE1 ALL OVERHEAD SIGN INSTALLATIONS SHALL MAINTAIN A MINIMUM CLEARANCE OF 5.50m BETWEEN THE HIGH POINT OF FINISHED OR FUTURE SURFACE OF THE ROADBED AND THE BOTTOM OF THE WALKWAY. . . . . . . . . . . >-& I " -:c ~ -f- Cl'. :c w V, > 0 >-z ~ " ---, <ll w C z 0 -f-< f-"' 0 a. V, z < "' f- u. 0 f-z w "' f-"' < a. w 0 . < z "' 0 u. -j ~ < u •u. .o w f-~ < f-SIGN QUANTITIES V, l!r NO SCALE S-6 I FOR REOUCED PLANS ? ,o ,o •p ,o I c I TY coNTAACT No.C-2886 CITY DWG, No.R-5697-S lcu I EA 038900 ORIGINAL SCALE IN MILLIMETERS 12208 <El~ ~ :,; 0 w >-en V) > 0 w w a: V) w > ,... w <( a: 0 X w ,... <( 0 '>->-oen w en ,-o C, <(W _JZ w ::Jt, "' u-u _JV) w <(W I u □ u ,... I , -I V) a: I w V1 > 0 >-z ::, " ::, ;; , w C, :z 0 ,.... .., ,.... "' 0 X 0.. = :z .. "' ,.... u.. 0 ,.... :z w "' ,.... "' .. 0.. w C .. :z "' 0 u.. ..J i <( '--' u.. ' 0 w ,.... .., ,.... = dP ci z ::, :::, 0 z w 0 0 « _J a: _J w « CL 3' 0 ,_ w w :::, "' V1 "' z w "' a: w ,n CABLE RAILING SEEe 3. 950 I 8 m VC SEEe 0.60 4.650 I. 0 14.8 . 4 H=3600 mm 7. 4 2.0 FINISHED GRADE BACK OF WALL I u u CL 4. 041 Pl 7 4 2.0 100 mm PLASTIC PIP~ GUTTER OUTLET SEE Q 1 I I I DAT,UM ELEV 2. 000 IO+OOi~,---'7_,_.--'4-~, .. l,---'7_,_.--'4_.,,i 10+20 14. 8 H=3600 mm • 4 2.0 7. 4 H=3DDO mm 4 8 m VC,SEEe'.:~ "' ,_ W::J ,n "' EXPANSION JT l SEE 0- 3-4 7 4 2.0 14.8 H=2400 mm 7. 4 5. 4 _J _J « ,. >-w a: 0.0 9 H=l800 mm . 133 ~-'-'-"-'<.,...---"-9~. 8,c2,c3'----~.,..."'·'--'--'I 3"-'3"--1 _, w >- _J z "' -w >- _J z _J « "" >- DIST COUNTY ROUTE 12 Ora 55, I 5-13-97 PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH,CA 92658 KILOMETER POST TOTAL PROJECT 0, I /0. 9 31.71/32.08 SHEET TOTAL NO. SHEETS 12.0 2.02. 2. 0 H=l200 :J nm « 3' 3.655 ,_ w a: z zo « 0.. "' -zo -0: CL ~-4 m VC SEE ~ <TYP)e 8.600 MOFFA TT & NICHOL ENGINEERS 3720 SOUTH SUSAN STREET, SUITE 200 SANTA ANA,CA 92704 u w 7.400 7.950 7.250 "' 9. 400 w ,n 9.200 TOP OF FOOTING 7.080 FL A----< 6. 100 PROPOSED GRADE FRONT OF WALL PROPOSED GRADE BACK OF WALL WEAKENED PLANE WEEPHOLE CTYPl 100 mm PLASTIC PIPE GUTTER OUTLET SEE~ JT AND V SEE~ EXIST 375 mm (~ SEWER PROTECT ,, IN PLACE I z "' Vl w 0 Th!J ~ rf C<Jnrerlia er Its offfO!Jl's or o;ptts shoJI rid b6 rospr;,MltltJ for ttr, fXXU'aa/ er fXXTJ)lnnt/88 If f1loofron1c C(fllos of ttts plan shiJlt. GUTTER SEE~ PERVIOUS BACKFILL SEE~ ~ TYPE 7 RET WALL CMODl SEE 'RET WALL DETAILS NO. 4' SHEET 2.4 WALL LOL HEAVY ABRASIVE BLAST TEXTURE OG PROPOSED GRADE FOOTING STEP CTYPJ SEEe WEEPHOLE ADJACENT M TO EXP JT (TYP) SEE V ~ RETAINING WALL GUTTER OUTLET AT ALL WEEP HOLES DATUM ELEV 2.000 TYPICAL SECTION 10+40 10+60 10+80 1+00 1+20 SEEe--- WALL NO. SA SCALE ELEVATION WALL NO. SA HOR I Z I, 200 ELEVATION WALL NO. SB HOR I Z I, 200 NO 0 3 N ' t-4 TYPE I RET SEE~ WALL BEGIN RET WALL LOL 10+00.000 BC 9.600 LT 'Bl' 4+80.000 POC LOL 10+27.559 9.600 LT 'Bl' 5+04.941 PCC PCC VERT I• 50 -E--- .--------:: -E EXIST SCE RELOCATED •Bl• LINE 'Bl" I . 22 x I . 22 OPEN I NG FOR LANDSCAPING CTYPl R=9 I. 443 -----, --,/ -------------✓-/ --_,,.,,,... CURVE DAT A /'/ ==~=~ t!.= 15°37'38' t!.= 18°07'27" R= IO I. 043 R= 141. 583 L= 27.559 L= 44. 786 T= 13.866 T= 22.582 5+20 5+04.941 PCC LOL 10+72.345 EC 9. 600 LT 'BI" 5+46.690 EC --w---- .,. --E DUCTS TO BE BY OTHERS R= 131. 983 'B2' LINE CURB & 5+40 'Bl' 5+46.690 PLAN 1,200 FOR REDUCED PLANS ---. . - GUTTER W-- 0 20 ' END RET WALL LOL 10+76.000 9. 600 LT " BI ' 5+50.345 POT MED IAN I 60 80 VERT I• 50 BEGIN RET WALL LOL I +00. 000 9. 925 LT '81' 5+65. 173 POT V) ' ' I V) ' ' ANGLE POINT LOL I +05. 133 I I . 400 LT ' BI ' 5+70.089 POT ANGLE POINT LOL 1+14.956 I I . 400 LT ' BI ' 5+79.912 POT END RET WALL LOL 1+20.089 9.925 LT 'Bl' 5+80.828 POT RET WALL',"-. NO. 5B LOL "-., '~ ~ "' ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN. CITY CONTRACT NO. " ..,,.,,,,- ', Ii';-"' '-'S ', HEAVY ABRASIVE BLAST TEXTURE I z "' Vl w 0 RET WALL LOL ',,(OG PROP65E;_(l GRADE TYPICAL SECTION WALL NO. SB NO SCALE CONSTRUCTION NOTES CONST RETAINING WALL NO. 5A CONST RETAINING WALL NO. 5B ffi RETAINING WALL WALL NO. SA & PLAN 5B R-1 ' ' ' ' , .. ..,,· .. _ ,; +-i :,; >-a, 0 w VJ > w a: w >--<( 0 '->-O<Il w r-0 <(W ..JZ :::,0 u-..J VJ <(W uo >--.: , Vl 0: w > 0 z " VJ w 0 5 >--.. >--"' 0 Cl.. V, z .. "' >--.... 0 >--z "' :::E >--"' .. Cl.. "' Q « z "' 0 .... _J .. " .... 0 "' >--.. >--V, !;: ;a 0 w VJ > w a: w >--<( 0 >-a, 0 w " " w I " I I V) >-i I • -- ci z ::, ::, 0 z w 0 0 <( 0: w "- 0 w V) > w 0: <8 2.423 UTILITY OPENING FOR 508 rrrn@sEWER FORCE MAIN, SEE "RET WALL DETAILS NO. I' SHT 13 mm EXP JT FILLER TYPE A SEE 3 RETURN WALL es SOUND WALL 33 SEE SOUND WALL DATUM ELEV 0.000 SOUNDWALL 33 LOL SEE SOUNDWALL PLANS ill ~--.,. EXISt 0.610 nm ,.,.', 11. 250 _J _J _J <( _J ~ <( ~ >->-w w 3. 203 0: 0: §i! TYPE 26 BARR I ER z BOTTOM OF ;:'--1 SEE BRIDGE PLANS '-' w SOUND WALL) L------a, I ___ -----, ----I EXP JT SEE~ L--,- o_f_OG WEEP HOLE ADJACENT ~-9 -TO EXP JT CTYP) SEE ----------i--TOP OF FOOTING WINGWALL AND ~ BRIDGE ABUTMENT SEE BRIDGE PLANS 10+00 10+20 ELEVATION HORIZ VERT I 1 200 I, 50 BEGIN RET WALL LOL I 0+00. 00 17.620 LT "A" 33•16.568 POC END RET WALL LOL IO+ I I. 250 SOUND WALL 33C SEE SOUND WALL PLANS 38 r,I , .. 38 ii ii BOND BEAM WITH •16 CONT, LOCATE AT TOP OF WALL AND AT 1219 MAXIMUM CENTERS BELOW -----...ri-ifb~ •22 x l ~ 406 V) w HI GH STRENGTH ~ MASONRY (GROUT 940 740 300 > ALL CELLS SOLID)~g i:.=l+'='---<+L-◊~L=--t-"'"1 I~ gL_ PCC SIDEWALK •15 RETAINING 75 900 #j5@ 800 IN 24 200 600 1200 200 TOT 8 0 "' "' 0 "' N WALL 33A DETAIL NO SCALE DIST COUNTY ROUTE 12 Ora 55, I 7;: R GISTER CIVIL ENGINEER 5-13-97 PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH,CA 92658 MOFFATT &. NICHOL ENGINEERS 3720 SOUTH SUSAN STREET, SUITE 200 SANTA ANA,CA 92704 SHEET TOTAL NO. SHEETS IZ/ ZOZ.. TIIJ StrdB d Ca/ffa-lia rl Ifs dffc.,rs r,r ogtlfts sh:Jlf rd !1fJ rm,x,m/bl8 fr,r ftlJ IDU'Olf' a-r.xxr:,J//fhr,msa d 8/f:lctronlQ oo,Joa d tHs plan amtl. NOTES• ALL DIMENSIONS THIS DETAIL ARE IN MILLIMETERS FOR ADDITIONAL MASONRY DETAILS SEE "SOUND WALL- MASONRY BLOCK ON PILE CAP, DETAILS NO. 2" SHEET SEWER F R E M IN PROTECT IN PLACE 18.376 LT 'A' 33•27,634 POT RET CURB & GUTTER :::::;=::~f • T&CA_T_V -"'s -E-sc,uv --s ·--' ' -_, ;i-.___~d-~ > zC·A· LINE 0 ,__ ~ , CJ °" t- 33+00 Lu 33+20 ' I 33+40 PLAN I, 200 SCE OVERHEAD No. 55-0035 I z '-' V) w 0 0 ' I, 68 PG 508 nm 0 SEWER FORCE MAIN SEE SEWER PLANS PIPE HANGER & SCREEN, SEE BRIDGE PLANS FOR DETAILS ----JIC:"~] RET & SOUNDWALL 33C SEE SOUNDWALL PLANS I¼ SIDEWALK - PERY l~BACKF I LL SEE 0- 3-1 CONSTRUCTION NOTES EXIST~ (~) SEWER~-----------@ CONST RETAINING WALL NO. 33A 20 ' ,o ' 60 ' BO ' T YP ICA L SECTION NO SCALE ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN . CITY CONTRACT NO. CI TY OWG. NO. ,... ')C,("),'.' n ,..,...,,..., ,.. RETAINING WALL WALL PLAN NO. 33A R-2 X <Ai ~ ::s = □ w >-V) <D > □ w w 0: V) w > f-w <: 0: □ X w f-<: □ '>->-□<D w <D f-0 □ .,:W -'z w ::,o "' u-u -' V) w .,:W I u □ u f-I , -I ,n 0: I w Vl > 0 >-z " " " ,n , w □ :z 0 ,__ « ,__ @5 X 0.. V, :z « "' ,__ .... 0 ,__ :z w :::,; ,__ "' ... a.. w C, ... z "' 0 .... _J I « µ . ..._ X 0 w ,__ « ,__ V, t ci z " :::, 0 z w 0 0 < CY w (l_ 0 w :::, V1 V1 w CY BARR I ER AND RAILING ON BRIDGE 5EE BRIDGE PLANS _J _J ~ f-w CY z 7.400 18. 759 SEE DETAIL 5.679 13.674 5.680 6.837 w 1-H=4800 _J z ITTn C) zo < (l_ 4. 0 6.837 _J H=3600 mn °=i sac f-w CY CONCRETE BARRIER TYPE 26 (MOD> SEE BRIDGE NO. 55-0035 PLANS FOR DETAILS 0 z w M VC SEE 0 LOL 20+055 UTILITY OPENING FOR 508 rrm Z SEWER FORCE MAIN SEE 'RET WALL DETAILS NO. I' SHT PROPOSED GRADE BEHIND WALL CABLE RAILING SEE Bll-47 940 740 •15@ 400 LOL ------11. • #3Q X J (Q 300 3300* #30 X J ID 300 IN 24 NOTES• • INDICATES HEIGHT OF BAR END ABOVE TOP OF FOOT I NG. ALL DIMENSIONS ARE IN MILLIMETERS. DI ST COUNTY ROUTE 5-13-97 PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH,CA 92658 MOFFA TT & NICHOL ENGINEERS 3720 SOUTH SUSAN STREET, SUITE 200 SANTA ANA,CA 92704 The Sla/8 rr oonrorria or ft6 tflfaers or O{JMlls 81ml Tffbe ffJ81}0fl8lble ror tfrJ acar«¥ or ~ If fflClrcJdc rxiplos If ffis f)kJn sltl/Jt. PROVIDE STD HOOKS AT THESE BARS ~ EXP JT SEE e WEAKENED PLANE JT AND WEEPHOLE ITYP) SEE~ \2:3} \__/ 2.800 WINGWALL AND BRIDGE ABUTMENT SEE BRIDGE PLANS WEEPHOLE ADJACENT TO EXP JT SEE ~ -fOG f-:::-:::---i--~,=--+--_.':,._J.,-TOP OF FOOT I NG TOT 18 I. 750 v 1.300 UT I L I TY OPEN I N1:G~FO~R~E~X~l~S~T-yf'".?q:=''j::]o:;:. ~800 0. 675 SEWER FO_!;CE L--'---''-'---'=--'r--~ 0 SEE 'RET WALL TAILS FOOTING STEP ITYP) SEE 3-5 NO. I' SHEET ____ _,,-- DATUM ELEV 0.000 10+00 10+20 EX I ST SCE ELEVATION HOR I Z I• 200 VERT I, 50 OVERHEAD --------/ -----f END RET WALL 1 LOL I 0+32. 433 A---~ EXIST VALVE PROTECT IN PLACE ---~ EXIST VALVE TO BE WELDED OPEN SEE SEWER PLANS PROTECT IN PLACE ----~, BEGIN RET WALL LOL 10+00.000 18.500 LT 'A' !'1 30. 550 LT "AM' R /34+23. 146 POT ,._ R/W ~ BIKE PA 10+40 EXIST 0.750 SEWER FORCE MAIN CONC ENCASEMENT SEE SEWER PLANS \ EX I ST O. 750 SEWER FORCE MAIN PROTECT IN PLACE 508 rrm 1/) SEWER / MA IN SEE SEWER 'I /i V) , , I WALL j I 338 LO FORCE PLANS PG PI PE HANGER & SCREEN SEE BRIDGE PLANS FOR DETAILS x[ • 300 800 5000 RETAINING WALL 33B DETAIL STA 10•00.00 TO 10•18.759 NO SCALE TUBULAR HANDRAIL SEE BRIDGE NO. 55-0035 PLANS TYPE 26 IMODJ BARRIER SEE BRIDGE NO. 55-0035 PLANS FOR DETAILS I¼ - SEE 0- EXIST 0.600 FORCE ' ' ' C, EXIST ABANDONED SEWER I z C) I. 68 PERVIO~BACKFILL 3-I 508 rrm 0 SEWER FORCE MAIN IN 690 rrm 0 CASING. SEE SEWER PLANS 34+18. 437 END < BARRIER TYPE 26 IMOD) LOL 10+18. 759 EC ANGLE POINT ', 18.346 LT 'AM' 34+16. 799 POC -CATV--~--CATV------CATV-_J :S\ --\-----\_....,,---cc<"--1--\--\-----'--~M" 34+00. 297 ;~,, 'AM' LI NE 'A" LINE ' 34+00.297 POT PLAN EXIST 0.675 SEWER PROTECT IN PLACE V) w 0 RET WALL LOL--~~ BIKE PATH 0 Z "' V ::> EX I ST 0. 750 ,,-, SEWER FORCE ' ) MAIN--~/--TYPICAL OG-~/ / / _/ / SECTION STA 10•00.00 TO 10•18.759 NO SCALE CONSTRUCTION NOTES I z C) V1 uJ 0 1 • 200 0 CONST RETAINING WALL NO. 33B ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN. FOR REDUCED PLANS r,pl('!l!,,Tt,I 0::r'A! C l~I "'' I IHCTCC<:- 0 I 20 I 40 I 6D I 80 I CITY CONTRACT NO. r:-?AR~ CI TY DWG. NO. p_ t::C:Q7-C: /------,., ~EXIST MANHOLE // '( FOUNDATION j ) TOE OF FOOT I NG \ I " ,,// RET WALL LOL ' , -~~"-!=--~~ DETAIL A NO SCALE CABLE RAILING SEEe RET WALL LOL ,__ ___ PERVIOUS BACKFILL SEEm ~ BIKE PATH TYPICAL SECTION STA 10•18.759 TO 10•32.433 NO SCALE ffi RETAINING WALL PLAN WALL NO. 33B R-3 r.lJ I ??OR F 11, o::rnqo 1 ' "" <: +-i :, ~ 0 w >-ro V) > 0 w w a: V) w > I-w ., a: 0 , w I-., 0 ,,_ >-oro w ro 1-0 0 «w _JZ w ::,Cl "' u-" _J VJ w «w I uo " I-I , V) I a: I w u, > 0 >- z ::, Cl ::, .;; , w 0 :z 0 .... < .... "' 0 ' 0.. V, :z < "' .... '-'-0 .... z ~ "' .... "' < 0.. ~ Q < :z "' 0 '-'- i ..J <t '-' ,..._ ' 0 ~ .... < .... V, t 14. 788 _J 0 >-_J H•3600 nm ZW< w Ct'. ., 4. 300 4. 000 3. 500 2. 988 _J 8.300 H•5500 nm 7. I 00 I. 20 8. I 19 H·7300 nm 5.600 2.519 3.37 H• 6700 nm 7. 4 _J < I. 200 0.888 10. 830 10. 769 0 z ::, :::, 0 z w 0 0 < Ct'. w "- 0 w u, > w Ct'. <8 2.509 "' >-w Ct'. z "' w a, PROPOSED GRADE _J _J < ., 7. 142 7.650 >-w Ct'. z "' w a, WEAKENED PLANE JT SEEQ 5.600 ~ 2.509 FOOTING STEP CTYPl SEEru TOP OF V FOOTING I. 900 DA TUM ELEV I . DOD 10.820 7. 142 DATUM ELEV I. 000 1+00 9+80 >-z 0 "- w _J "' z < ELEVATION WALL NO. 38A HORIZ VERT 35+ 0 I 1200 I; 50 CONSTRUCTION NOTES CONST RETAINING WALL NO. 36A CONST RETAINING WALL NO. 36B CONST CONC STAIRWAY LOCATION 35+60 >-z 0 "- w _J "' z ->-"' w z--Ct'. "' Ct'. W< a, a, 10+00 35+80 22.2 H•6700 mm 7.4 7. 4 PIPE HAND RAILING SEE BRIDGE PLANS I 9.680 9. 661 7. 4 22.2 H•6700 mm 7. 4 4.340 u Ct'. "- 7. 4 22.2 H•6700 nm 7.4 7.4 CONCRETE BARRIER TYPE 25A CMOD> I 7.4 9.634 9. 594 9.556 9.517 9.483 9.455 JT AND ---lf--WEAKENED PLANE WEEPHOLE CTYP > SEE Q ----1t--z9 ------r OG PROPOSED GRADE --- STEP SEE e -- 10+20 1r----1.wALL EXP JT SEEM Q37 ------ TOP OF FOOTING ----------- 0 WEEPHOLE ADJACENT TO EXP JT CTYPl SEE e ELEVATION WALL NO. 38B 10+40 ----- 10+60 SEE AR HORIZ I •200 r CHITECTURALTREATMENT VERT I •50 DETAIL SHEET R-5 CTYPl , '" '" "' 9.433 ~ <( 'I' + .,. LD. o, -"' < >->-w u, w I w u, z -w _J w u, 2.800 r.::--' z • ■(, - _J ■ ■ I u >-< ill FRONT FACE ARCHITECTURAL ELEVATION I• ZOO 36+20 "' '" "' ::, END RET WALL LOL 1+14. 788 'AM" LI NE "AM' 35+93.261 PRC ill R•I000.000 "' "'< + .,. RET WALL HAND RAILING ALONG STAIRWAY BRIDGE BEGIN RET WALL LOL 1+00.000 26.476 RT "AM' 35•42.050 POC I\ SEE " RET WALL DETAILS NO. I" FOR STAIR DETAILS APPROACH SLAB BEGIN RET WALL LOL 9+80.208 28. 794 RT 'AM' ,. _.,.,..·. __ 20. 180 RT "AM' 35+55. 207 POC LOL 10+00.000 ANGLE POINT/BC --------------19. 130 RT "AM' 35+58. 596 POC I + ill R•895.870 LOL 9+96.628 ANGLE POINT 22. 502 RT • AM' 35+58. 596 POC LOL 1+13. 900 ANGLE POINT Z I . I 80 RT " AM" 35+55.207 POC RET WALL NO. 36A LOL PLAN I• 200 35+42.993 POC LOL 10+33.940 PRC 19. 130 RT 'AM' 35+93. 261 PRC 145 CURB & GUTTER RET WALL NO. 3GB LOL CURVE 6 • 02° 10' 14' 03°05'03" R 895. 870 R 1019. 130 L 33.940 L 54.859 T 16. 972 T 27.436 FOR REDUCED PLANS --·-,. --·· -0 20 40 ' 60 ill BO o, -Ct'. <( >->-w U1 w I w u, z -w _J w U1 I u >-< ::, I z "' u, w 0 TYPE I RET WALL t===S=EEe TYPICAL SECTION WALL NO. 38A NO SCALE ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN. CITY CONTRACT NO. CITY DWG. NO. ROUTE 55, I SHEET TOTAL NO. SHEETS 12.J 2.02. CIVIL ENGINEER 5-13-97 PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH,CA 92658 MOFFA TT & NICHOL ENGINEERS 3720 SOUTH SUSAN STREET, SUITE 200 SANTA ANA,CA 92704 Thi, Stolo d Cl:J/Tforrlo or Ifs dffml'li or OJNis sh;,// nd be res,x,,,sfble for ffB aaaToq/ er (}{)flJJlthnose d fJhdr(dc ccples of ftis 1)1<,n Bhel!t. RET WALL HAND RAILING ALONG STAIRWAY-----:tj PERVIOUS BACKFILL SEE® 3-1 ................................... ....... TYPE I RET WALL SEE~ r RET WALL LOL HEAVY ABRASIVE BLAST TEXTURE OG '-..... PROPOSED ', GRADE ~ I z "' u, w 0 TYPICAL SECTION WALL NO. 38B STA 9•80.208 TO 10•00.000 NO SCALE RET WALL LOL PIPE RAILING SEE BRIDGE NO. 55-0966 PLANS PROFILE GRADE o1n1---CONCRETE BARRIER PERVIOUS BACKFILL SEE 0- "'3=_-l"'+------oc._ :: TYPE I RET WALL SEE 3-1 -J---• OG .._ ·. TYPE 25 CMOD>,.--oS_., DETAIL SHEET R-4A ill HEAVY ABRASIVE BLAST TEXTURE PROPOSED GRADE :,: z "' u, w 0 TYPICAL SECTION WALL NO. 38B STA 10•00.000 TO 10•88.800 NO SCALE RETAINING WALL NO. ('I I I ??f'1Q WALL 36A & PLAN 36B R-4 ' ' ' "' <J-<D V, 0 > w w 0: V, w > f-w <( 0: 0 w f-<( 0 '>->-8 co al >-0 <(W 0 _JZ W :::, CJ "' u-u _J VJ w <(W I uo u f-I ' V, I 0: I w V, > 0 >-z ::, CJ ::, ;;; • w 0 ~ ,-.., ,-a: 0 a.. V> z .., a: ,- u.. 0 ,-z "-' "' ,-a: .., a.. "-' C, ::" z a: 0 u.. ~ I .., ._, ·"-0 "-' ,-.., ,- V> • 0 z ::, ::, C, z w C, C, <( a: w Q_ C, w ::, V, V, ,_ w w a: V, " w z <8 "' "' "' '° ""' ' + a: ':c ,_ <( w>-!J! V, V, w wz w-V, _J I u ,_ <( ::, 22.2 7. 4 7.4 H•6700 H•5500 9.433 FG ~ WALL EXP JT SEEQ ~ OG""-. o ___ _ 4.000 7. 4 H•4200 5.200 _J _J <( " ,_ w a: 0 z w PIPE HAND RAILING SEE BRIDGE NO. 55-0966 PLANS CONC BARR I ER TYPE 25 (MOD l WEAKENED PLANE WEEPHOLE CTYPl JT AND SEE~ ~ FOOTING STEP SEE~ TOP OF FOOTING 2.800 DA TUM ELEV I. 000 /~EXIST 375 mn SEWER ifll IN 750 mn CASI NG I\Jj 10+60 10+80 ELEVATION WALL NO. 38B HORIZ VERT I• 200 I 1 50 11 +00 FRONT FACE ARCHITECTURAL ELEVATION "' "' "' " . ' "' a:"' + ,_ 0 W-W IW V, z I• 200 'AM" LINE 36+40 MEDIAN EXIST 375 rrm SEWER IN 750 ITTTI CASING PROTECT IN PLACE END RET WALL LOL 10+88. 799 EC w _J w 19. 130 RT 'AM" 36+47. 090 v, I R= IO 19. 130 u il====~\;;:=j1=_===;;=====~7''.'.::::== --S RET WALL N0.36B s------s- --s~ EX I ST SEWER TO BE ABANDONED SEE SEWER PLANS PLAN I• 200 CURVE DATA L,. 03° 05' 03" R IO 19. 130 L 54.859 T 27.436 FOR REDUCED PLANS "' ,_ "' N ..., 0 0 ..., •13 •13 NOTES• I. FOR DETAILS NOT SHOWN SEE BRIDGE NO. 55-0966 PLANS. 2. ALL DIMENSIONS FOR DETAIL A ARE IN MILLIMETERS. '--RET w ALL LOL 350 150 30 CTOT 8l--.. "' I'--.. N X fr~ 480 ,~ "' " a -25 ,) 0 CLR # 16 l ~ 240 . ;i I). " FRACT URED ANEL SIDEWALK I'-, \ •13 x11@ 300 •16 CONT •13 X ~ © 300 25 . cu • ')1 ,_ ,, • . ;~ N I DETAIL A NO SCALE RIB P 0 " ✓ 0 "' - •16 x ~l «:! 240 1___.--FOR STEM THICKNESS SEE ~ DETAIL A / PROFILE / GRADE PERVIOUS BACKFILL SEE o- 3-1 TYPE I RET WALL SEE 3-1 '-.__ DIST COUNTY 12 Ora ROUTE 55, I KILOMETER POST SHEET TOTAL TOTAL PROJECT NO. SHEETS 0. I / . 9 ,,.T. no,• 31. 71 /32. 08 ,.,,.. "' ..._ ~ -15- C l VIL ENGINEER 5-13-97 PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 9265B MOFFATT & NICHOL ENGINEERS 3720 SOUTH SUSAN STREET, SUITE 200 SANTA ANA,CA 92704 Thi!J Sfum d Cal/farlia or ffs r#f!Ol!Jf"S or agMts sholl ndbo respoos/No f«-ttn fl/XU'«¥ rr r;:wJirnna68 If flledron1c ooplos If ttts plan shl,tJ/. RET WALL LOL PIPE RAILING SEE BRIDGE NO. 55-0966 PLANS bJl4--¾-1-CONCRETE BARRIER \ TYPE 25 CMOD) HEAVY ABRASIVE BLAST TEXTURE a: z " V, w C, TYPICAL WALL SECTION NO SCALE CONSTRUCTION NOTES @ CONST RETAINING WALL N0.36B ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN. RETAINING WALL WALL PLAN NO. 36B R-4A 0 20 " 60 80 CITY CONTRACT NO. CI TY OWG. NO. ~~'-""' r_., ,-,., "' •-----~-' r ...,,,,.,,... ~ -,-.,-,-, ,-r11 r ??f\o ' ci z :::, :::, 0 z w 0 0 /4~ i;': <( "" a: w :,; ~ a. 0 0 w >-V) w m -V1 > > □ w w w a: a: "' w > f-<8 w "' a: 0 ' w f-"' □ '>->-om w m f-□ <(W □ _,z w ::,c, "' u-" _,"' w <(W I u □ " f-,: , '"' I a: I w V1 > 0 >-z :::, " :::, "' , w 0 is >-< >-cc 0 ' 0.. V, z < cc >- "-0 >-z w "' >-cc < 0.. w c:, < z ~ "= j ' j "-0 w >-< >-V, • RETURN WALL TYPE A SEES _, _, <( ,. '-' z z <( f-w "' z '-' w al 9. 300 8. 735 FL 8.685 FL INLET r 8.000 DATUM ELEV 7.000 10+00 N \ 14.8 14.8 14. 8 14.8 H=IBOO rrrn H=3000 mm H=4200 rrrn H=5500 rrrn 7.4 7. 4 7. 4 7. 4 7. 4 7. 4 7. 4 7.4 13.650 8.0 m 0 vc SEE CABLE RAILING SEE e WALL EXP JT SEE@----3-4 ---------PROPOSED --------GRADE ---------------0 0 TOP OF FOOTING 10+20 14.8 22.2 H=7300 rrrn H=7300 mm 7. 4 7.4 7. 4 7. 4 7. 4 15.550 Pl 15.675 FL 4.0 13.250 PLANE WEEP HOLE CTYP l FL 100 mm PLASTIC PI PE GUTTER OUTLET SEE~-- ---------- 0.610 CTYP) 2. 0 0.610 ITYP> 0 --- --- _--r,,-WALL EXP J T -t--~ SEE~ ~ 10+80 16.075 "' ' a: f-w w I V1 w w V1 0 0 N .,; "' ci <( f-V1 w z _, :r u f-<( :::, 8.500 WEAKENED PLANE JOINT- PRO GRA POSED DE~ ----------_, _, -<( a. "'"' >-f-"' -f-w a: ci 0 z .; 0 .; "' ci 5-13-97 PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH,CA 92658 MOFFATT & NICHOL ENGINEERS :3720 SOUTH SUSAN STREET, SUITE 200 SANTA ANA,CA 92704 SHEET TOTAL NO. SHEETS OB 12.1/-U)2. Tl'IJ stato ur 01/lforrta or "6 offfoen; or Of}IJlt6 IJ/1111 r,;t llll ,w;p(lltible ror 1/JJ OCC1«¥ or ~ of d«trcdc co,it/6 of tlis plan Bird. R= 11 ~,~ 1./ ' ~ ', I -WEAKENED PLANE r JOINT r---R=O. 7 I I. 6 4.2 I. 61 ARCHITECTURAL TREATMENT DETAIL FRACTURED RIB TEXTURE 100 mm PLASTIC PIP~ GUTTER OUTLET SEE 0 10+40 ELEVATION HORIZ VERT 11 200 I, 50 10+60 FOOTING ~ STEP SEE V WEEPHOLE ADJACENT TO EXP JT CTYPl SEE e ~6~ CWALL 5Jvui?NOSCALE NOTE• o J DIMENSIONS IN .,. 16 DETAIL ARE IN FRONT FACE ARCHITECTURAL ELEVATION 21.855 LT I• 200 'A' 37+21.015 POC ": I .• 10+20 rR 1450.910 ,,-RET WALL N0.37 LOL ,; 10+40 :i I I / 10+60 ' I I I /146 I 1: ' N w z _, :r u f-<( :::, "' ' 0: I O MILLIMETERS 1. 48 • I f4-"--I j..1.§. FRACTURED RIB TEXTURE NO SCALE ' ,, GUTTER SEEf-""3~-~9f-, ' '· PERVIOUS BACKFILL n !+---RET WALL LOL CABLE RAILING SEEBIH7 v t----HEAVY ABRASIVE BLAST TEXTURE 10;80 \ '., I I ,~ ' 'I I ~ ' I \ "L..:s I DEWALK ' :i ' \ BEGIN RETAINING WALL "-.LI. 22 LOL 10+00.00 BC ~CURB & GUTTER X I . 22 OPEN I NG I f-w w :r V1 w w V1 0 0 N SEE /8CN\ __ ,_'--"c--+.-~ " .•. ' 3. 6 TYPE I RET WALL MOD IF I ED s_E_E ___ -+_, ' .r OG /\I SHEET R-7 < :,: z '-' V'I Lu c:, 19.855 LT 'A" 37+21.016 POC r-'A" \ I \ 37+20 J I I \ .J 37+40 \. CQNSTRUCTIQN NOTES 8 CONST RETAINING WALL NO. 37 ,. :..,.,. __ _ CURVE DATA ill 6= 05° 11' 24' R -1450.910 LI NE ~ '. 468:.=~ L 131. 429 T 69. 759 ~1 MEDIAN l / ; \ / ( ( 37+60 \ 37+80 .J \ I )\ PLAN \__R-1524.051 I• 200 FOR REDUCED PLANS r'IQl(':!lsl,11 <:;(','ii L l~I "fl F ll•L"rLI"><: 0 I 20 I 4-0 I FOR LANDSCAPING ITYPl Lil '-PROPOSED \, ,,;+00 60 I BO ' ( \ "' "' ci <( f--v, w z _, :,: u f-~ , GRADE RETA I NI NG WALL '-2• GUTTER OUTLET AT ALL WEEPHOLES SEE~/~~~~===] TYPICAL SECTION RETAINING WALL NO. 37 NO SCALE ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN. RETAINING WALL PLAN WALL NO. 37 R-5 CITY CONTRACT NO. r-?PPC CI TY DWG. NO. n r:::co7_,- X 0 z :::, ::, 0 z w 0 0 ~~ ~ « a: "' w 0.. 0 0 0 N w w .; >-"' <I) "' "' > > "' + 0 w w • 0 w a: a: cc "' w f-« > f-<8 w f-w <( w <I) " 0 I <I) w X w z f-w <( w _J 0 <I) I u f-« :::, '>->-0 CO w "' e-0 <:W 0 _JZ w ::,D "' u-u --'"' w <:W I uo u ... ' ' ~ I " I w <I) > 0 ,_ z :::, D :::, ;ij -0 w 0 w z _J I u f-<l :::, z 0 .... < .... @s X 0.. = z < "' .... .... 0 .... z "" "" .... "' 0 N .; "' "' + < ' 0 0.. a: "' Q f-<l w f-w <I) :r: <I) w « w z z "' 0 ':: j j "- X 0 "' .... < .... = w _J I u f-<l :::, • 20.2 26.2 12.8 24.2 20.2 H=7300 rrm H·7900 rrm H•6700 rrm H•6700 ITTTI H•6100 mm 7.4 7.4 7.4 7.4 7.4 7. 4 7.4 7.4 7.4 7.4 7.4 7.4 7.4 7.4 2. o- 0 "' '" "' • <l f-<I) w z _J I u f- <l :::, 2. 0 -1. 171 _,..f-2. 0 17.550 17.225 17.433 u 11 16.255 w II II / Pl 16.900 17.008 II II / '\ 16.598 II • II 11 ' II 11 > II II ' 16.075 II II I \__8,0 II 17. 150 / I II II II 17.033 / m v.c. 16.500 / \ I 6. 608 \ 16. 825 FL SEE e, FL FL FL \ 16. 198 FL \ I 5. 675 15.850 FL FL CABLE RAILING @ FL ~ I+---WALL EXP JT SEE SEEO7 4 I+---WALL EXP JT SEE @ -------------------- 1--------------f.--------f,------· ------ 0G"").__ ------------WEAKENED PLANE JT AND 1--------( TOP OF ------WEEPH0LE ITYPI SEE~-r ------EXIST 100 ITTTI GAS TO BE 3-2 FOOTING -------RELOCATE BY OTHERS , 2.0 UTILITY OPENING FOR PROPOSED 2.0 I 450 mm RCP SEE "RET GRADE-~ 2. 0 I 11. 000 " WALL DETAILS NO I' 10. 500 ° I 'I'.. I I I I I SHEET " 0 I I I I I I 10.000 "----wEEPHOLE ADJACENT TO 2,Q I O l 9.000 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 DATUM ELEV 7.000 ' ' + 11 00 • 11 20 ■ (1_ 450 ITTTI RCP---i CURVE DATA 6 =05"11'24' LOL I I •24. 0 ... 8.650 I I I I I I I I I I 11 +40 ■ ■ : : : : I I I I FOOTING STEP ITYPI SEE~ ELEVATION HOR I Z I, 200 VERT I• 50 I I I I I I I 0.610 I ITYPI ' ' ' 11 +60 ■ FRONT FACE ARCHITECTURAL ELEVATION RET WALL N0.37 LOL L0L 11 +31. 429 1,200 SIDEWALK EXIST 100 ITTTI GAS I I I I I 0.610 ITYPI 11 +80 I EXP JT ITYP) SEE~ ~ I! "-LsEE ARCHITECTURAL TREATMENT DETAIL SHEET R-5 12+00 w z _J I u f-=:l 1.22 x 1.22 OPENING FOR LANDSCAPING N 0 "' '" "' V + '" <l CURB & GUTTER f- r--- ' a: f-w w I <I) w w <I) r--- ' cc f-w w DIST COUNTY 12 Ora ROUTE 55, I KILOMETER POST SHEET TOTAL TOTAL PROJECT NO. SHEETS 0, 13/0, 97 ,,n,.. 2.02.. 31. 7 I /32. 08 ..., 4-15- C VIL ENGINEER 5-13-97 PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 MOFFATT 8r. NICHOL ENGINEERS 3720 SOUTH SUSAN STREET, SUITE 200 SANTA ANA.CA 92704 ThtJ Stair, of Ccfffornfa or~ offfmns or O{Pds s/rJlfndtJi, respoMI~ for Im o:arcey or COOJ)lfhness of olttcfron1c cop(~ of ffla plan sltd. CONSTRllCTION NOTES @ CONST RETAIN I NG WALL NO. 37 R = 1450. 910 20. 130 LT • A' I w <I) NOTE, FOR TYPICAL SECTION SEE SHEET R-5 L = 131.429 T = 65. 759 OPENING +40 38+60 (!) EC 38+80 PLAN 1,200 FOR REDUCED PLANS f'Rlr:11\!AI C,.("AI C I'°'' !All I IUCTCQ<:; 0 I "A" LINE 20 I ,o I 39+00 60 I 80 I z w _J w <I) I '-' f-<l :::, 39+20 ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN. CITY CONTRACT NO, r'-?ARr::: CI TY DWG. NO. p_ c::;(::'.07 .. <:' RETAINING WALL r.lJ I ??OR WALL PLAN NO. 37 R-6 ' 0 z ::, ::, 0 z w 0 0 <( /4~ ~ a: ,. w a. 0 0 w >-V> w OJ u, Q > > w w w a: a: V> w > ,_ ~ w <( a: Q ' w ,_ <( Q '>-OOJ >-w OJ >-0 0 <(W ...,z w :JO "' u-u ---' VJ w <(W I uo u ,_ -.: ' "' I " I w u, > 0 >-z ::, C) ::, .ii , w Q z 0 ,-. ..., ,-. "' 0 ' 0.. v> z ..., "' ,-. .... 0 ,-. z w "' ,-. "' ..., "' ' a: 0.. w C, f-w w I u, :'! w w z V, "' 0 .... ! i 3 .... ' 0 w ,-. ..., ,-. v> dP "' ' a: ,_ w w ;c u, w w u, 0 0 "' ,,; "' + <( ,_ u, w z ---' ;c u ,_ <( ::, 7.4 24. 2 H=5500 rrm 7.4 7.4 7.4 7.4 29.6 H=4800 rrm 7. 4 13. 184 H=3600 rrm 7.4 7.4 7. 784 4. 170 8.0 m VC SEE e ~=1=7=.4=3=3=~====j=~=:~/r 1 = 7 =_= 3 = 17 ==t=====p=~~;;:i;;;;;;l~7::::>p~OO~ H=300 mm w f- ---' Z C> -zo <( a. f-w a: I' 16. 917 17.033 FL WALL EXP JT SEE FL 14------11--~WEAKENED PLANE WEEPHOLE (TYPJ JT AND SEE ~ ~ ---- PROPOSED GRADE ---- WALL EXP JT SEE@ DATUM ELEV 9.000 I 2. 000 ° 11. 500 FOOTING STE~ <TYPJ SEE 6 12.500 2.0 ---' 0---' z <( w ,. r-1----CABLE RAILING SEEe7 14.463 /: EXIST ---- RET WALL 15.000 FL 14.013 FL INLET 0 WEEPHOLE ADJACENT TO EXP JT (TYPJ SEE~ 14.063 FL WALL EXP JT SE[@ 100 mm PLASTIC PIPE GUTTER OUTLET SEE~ 12+00 12+20 12+40 12+60 w z ---' ;c u f- <( ::, 0 "' " ,,; "' + <( f-u, w z ---' I u f-<( ::, ELEVATION HOR I Z I, 200 VERT I• 50 I I I 7 FRONT FACE ARCHITECTURAL ELEVATION 1.22 WIDE OPENING FOR LANDSCAPING (TYPJ 11 200 RET WALL NO. 37 LOL 12+20 12+40 CURB & GUTTER "A' LINE 39+40 39+60 PLAN I• 200 ffi N 12+60 V " LOL 12+66. 7B4 ANGLE POINT 20. 130 LT 'A' 39+89.617 LOL END RET WALL LOL 12+70.954 POT 18.926 LT 'A" 39+93.617 POT 39+80 FOR REDUCED PLANS ,-,,:;,1r,1~l~I 0::l"'AOL '" Utrr llWTLI'.>,:- 0 I l HOSPITAL RD (•HR" J "A" 40+16.286 POT "HR" 10+00.00 POT 40+00 20 ' ,o ' 60 ' 80 ' --,: . .,.,..-, __ ffi H w C B F @) NOTES• FOR TYPICAL SECTION SEE SHEET R-5 5-13-97 PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH.CA 9265B KI LOMETER POST TOTAL PROJECT o. 10. 3 I. 71 /32. 08 MOFFA TT & NICHOL ENGINEERS 3720 SOUTH SUSAN STREET, SUITE 200 SANTA ANA,CA 92704 SHEET TOTAL NO. SHEETS 12.fo 2.02. Ttr, StuJa ef QJ/lfcrlio cr Its dfrOMs or ogtlfi3 shaJ/rdbe rmponstbls form,~ or ~ cf elf!CfndG o,:d&& d ttts µon ahet!/, FOR DETAILS AT OPENINGS RET WALL LOL ~~::'.'fj,:,,--FOR STEM REINF AND DETAILS SEE TYPE I RET WALL ~ FOR LANDSCAPING SEE SH T R-11 ALL DIMENSIONS THIS DETAIL ARE IN MILLIMETERS BARS 0 # l 5 !D 400 •15 TOTAL 4 0 1800 3000 1400 2050 500 750 900 1300 400 450 #15 E2 #J5 (12 •15" 400 WJ K B C w RETAINING WALL NO. 37 DETAIL NO SCALE RETAINING WALL NO. 37 DATA 3600 4200 4800 5500 6100 6700 7300 2400 2650 3400 3900 4900 5300 6850 900 1000 1550 1850 2650 3050 4600 1500 1650 1850 2050 2250 2250 2250 450 500 500 550 550 750 850 #15 I:!:! #25 II:!. #3Q ID: #30 lt! #30 l12 #35 II:!. u35 8:! 7900 8000 5750 2250 900 #35 l12 bars 400 350 200 300 JOO 250 200 350 350 350 K 350 500 750 800 900 1000 1000 1000 1000 1000 D 200 200 300 300 600 600 600 600 600 600 NOTE• ALL DIMENSIONS IN TABLE ARE IN MILLIMETERS CONSTRUCTION NOTES 0 CONST RETAINING WALL N0.37 ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN. RETAINING WALL PLAN WALL NO. 37 R-7 CITY CONTRACT NO. r-?RQh CI TY DWG. NO. D _ i:; C ()7 _ (" r1 I I ??OR FA 0:58901 , ' X ' ,; ,,:H :,; >-CD 0 w "' > w a: w r 4 0 '>-000 w rO 4W ...,z :, " u- -'"' «w "0 r I 0 ~ :a 0 w "' -> w "' w f-<{ 0 >-00 0 w "' " w I " ;;; I 0: I ~ VJ 0 >- z ~ " "' w □ i!:s .... < .... cc 0 Q. V> z < cc .... ..... 0 .... z ,.., "' .... cc < Q. ,.., Q < z [Is ..... " I < .., ..... 0 ,.., .... < .... V> • 0 z "' ::, 0 z w 0 0 <{ "' w CL 0 w :, VJ VJ w "' ~ I. 5 RETURN WALL TYPE C SEE0 u CD -' -' <{ "' f-w "' z 10+00 'AM' LINE 14 850 H-3000 rm, 7.450 7.4 -8 m VC 29 6 H-3000 IT1TI 7.4 7. 4 7. 4 7.4 2.0 I. 215 SEE~-r;~O u w / 6. 556 I \ 6. 100 I FL GRADE I WALL EXPANSION JT ITYPJ SEEru~ 14 8 H=3000 rrm 7.4 7.259 / 7, 4 7.400 Pl '\ 6. 950 / FL OF FOOTING 14 8 H=3000 nm 7.4 7,4 -8 m VC SEE0 14 8 H=2400 IT1TI 7. 4 7. 4 7.233 / 4.900 14 8 H=1800 rrm 7. 4 7, 4 I. 0 7.067 / -' -' <{ ,. f-w "' 0 z w ~,,. I. 8 RETURN WALL TYPE A SEEe 6.900 l/,j 6. 500 FL II'~ Jo=0.9 5, 250 I 6. 480 FL f-~==~~--+1 --t_~ INLET DIST COUNTY ROUTE 12 Ora 55, I 5-13-97 PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 KILOMETER POST SHEET TOTAL TOTAL PROJECT NO. SHEETS MOFFATT & NICHOL ENGINEERS 3720 SOUTH SUSAN STREET, SUITE 200 SANTA ANA,CA 92704 Tm Stam tJf Callfcmlo er /Is <fnO!!JftJ or ~ tJtril Id tro t'05{)CIISll:Je for tfllJ cnuo:y or ~ rf eledrodc cqi48 tJf ttls p/all slat. PROPOSED-\ \[y ~i:;=J=~19..._J___'_~_QQ__j:=:=:==~=~=::'::~~~~~~2~-~/-,;::-~,,~-;~:c4==.~s~5._.,o::~J'::-""'\-~---~--===:J~ IL I / -"= WEAKENED PLANE JT AND WEEP HOLE ADJACENT 0 3. 4. 100 4.000 loo IT1TI PLAST I c PIP~ GUTTER OUTLET SEE 0 \_100 rrm GUTTER 10+20 PLASTIC PIPE OUTLET SEE e 10+40 36+8 10+60 ELEVATION HORIZ 1•200 VERT I• 50 'A' LINE ® TO EXP JT (TYPJ SEE 3-B WEEPHOLE ITYPJ SEE 0-WITH GUTTER OUTLET 3-2 <TYP) SEE~ 10+80 . I 1+00 I z C> VJ PERVIOUS •' w BACKFILL 0 SEE~- 3-1 TYPE 7 RET WALL !MOO) SEE 'RET WALL DETAILS NO. 3' SHEET 2.4 RET WALL LOL HEAVY ABRASIVE BLAST TEXTURE PROPOSED GRADE OG 36+40 "A" LINE MEDIAN "AM' 37+00. 962 EC BK= 'A" 37+00.752 POC AHO RETAINING WALL GUTTER OUTLET AT ALL WEEPHOLES SEEe C=====i~~~::~c"~===========~::::::Ji'c===~S"l;OCE:WASL:K;~=====:::::::::::::::::::::::::~; CURB & GUTTER RET WALL 36B LOL =====::::1::::::::::::======---------------~;~, END RET WALL LOL I I +05 750 TYPICAL SECTION WALL NO. 5A NO SCALE j - \ \+00 -,. -""'•~-- BEGIN RET WALL LOL I 0+02. I 00 BC / 7. 100 LT '0' I 1+12.052 POC I \+20 'O' 11 +04. B02 BC \R=31 l.901 / \0+20 \ \\ \\: \\ \._R 304.801 11+40\ LOL 10+32.965 EC 7. 100 LT 'O' I I +42, 21 5 EC 10+40 \\ 'O' I I +42. 215 EC r!_ 10+60 \ \\ \ T SIDEWALK . I I +60 PLAN 1,200 38 LOL 72.185 { RET WALL NO. 10"!"80 0 ' • T \/_ CURB & GUTTER I I +80 LINE 20 ' 40 60 CURVE DATA 6 05°40' 12' R= 311,901 L= 30.B65 T= 15.445 BO Ii .,. . 12+00 I I +00 / 7. 100 LT '0' 12+15.000 POT ": I I ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN. CITY CONTRACT NO. CI TY DWG. NO. ~ rr,-,---, CONSTRUCTION NOTES @ CONST RETAINING WALL NO. 38 RETAINING WALL r1 I I ??f'\!-1 WALL PLAN NO. 38 R-8 , "' ~ <iJ-V) a, > D w w 0: V) w > e-w <( Cl'. D , w e- <( D '->->-0"' w a, e-D 0 <(W _.z w :, " "' u-u _, V) w «w I uo u e- VJ I Cl'. I w V) > 0 >-z ::e " ::e ;;; -, w D :z 0 .... ... .... "' 0 , c.. V, :z ... "' .... u. 0 .... :z w :::,; .... "' ... c.. w C ... :z "' 0 ':: I j .:,_ , 0 w .... ... .... V, • 22.2 22. 739 H•l800 mn H•l800 rrm RETURN WALL I. 2 7. 4 7. 4 7.4 7.4 7. 4 7.939 I, 2 RETURN WALL ci z ::e :::, TYPE A SEE~ TYPE A SEEe 0 z w 0 0 <( Q'. w CL 0 w :::, V) V) w Q'. ~ .. 39+20- 10.820 10.520 FL 10.500 FL ~ 100 11111 PLASTIC PIP~ GUTTER OUTLET SEE Q I. 5 WEEPHOLE ADJACENT I I' I OO TO EXP JT ru Pl (TT) SEE u PROPOSED GRADE WEAKENED PLANE WEEPHOLE CTYP) 8.0 SEE JT AND SEE ~ ~ DATUM ELEV 7.000 10+00 Li NE 39+40 10+20 ELEVATION HOR I Z I, 200 VERT I, 50 39+60 12.200 Pl 12. 200 11. 800 FL 10.250 ----FOOTING STEP tTYPl SEE e WALL EXPANSION JT <TYPJ SEE~ ~ 10+40 I 39+80 4~;::~:_::~~ -::•========== .ND RET-WALL ----==:--::=~:-:--:---------==:::---------'"'-----------------rnc 1·0•44. 939 BEGIN RET WALL _ 24._ 8_60 _RT._ • A_' LOL 10•00.000 RET WALL NO. 40 LOL 39+83.438 POT 24.699 RT 'A' 39•38.500 POT 10+00 EXIST BUILDING ~ PROTECT IN PLAC~ ; 44.939 10+20 CONCRETE SWALE, SEE DRAINAGE PLANS EXIST BUILDING PROTECT IN PLACE~ PLAN I 1200 N 10+40 0 ' 20 ' 40 ' 'A' 40+16. 286 POT "HR' 10•00.00 POT 40+00 60 ' 80 ',/OG " '-, GUTT '-,,,,S:E PERV IOUS' BAC ROUTE 55, l KILOMETER POST SHEET TOTAL TOT AL PROJECT NO. SHEETS o. 13/0. 97 /2.8 1-1 I /32 08 •v.._ 4-15 VIL ENGINEER 5-13-97 PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH,CA 92658 MOFFA TT & NICHOL ENGINEERS 3720 SOUTH SUSAN STREET, SUITE 200 SANTA ANA,CA 92704 Tlr> s,cm, at fAJlffornla or ffs <l'flCNs or ogerl6 stall rd be retl{)()fl6f/Jlt for 1111 «aJf'O':J or~ al Mdrotic cq,les al tfia poo srmt. TYPE 5 RET WALL SEEe EXIST BUILDING l+------+--RET WALL LOL SEE/-"!'CL)-------li..l PROPOSED GRADE CONCRETE SWALE SEE DRAINAGE PLANS TYPICAL SECTION NO SCALE CONSTRUCTION NOTES @ CONST RETAINING WALL NO. 40 RETAINING WALL WALL PLAN NO. 40 ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN. R-9 CITY CONTRACT NO. CI TY DWG. NO. ,.. ?01",I'" ,., ,,.,..,..,7 ,.. ' 0 z ::, :::, D z w D D "' '" <{ <1--i ~ 0: " w <L 0 D w w >-VJ V, Ol > > 0 w w w 0: 0: VJ w > t-~ w .. 0: 0 X w t-.. 0 '>->-oro w co t-0 0 <{W JZ w :::, " "' u-u JV) w «w I uo u t-1: ' "' I 0: r w V, > 0 >-z ::, " ::, vi , w □ :z 0 t--< t--~ X 0.. = :z < 0: t--.... 0 t--:z '-" ::E t--0: < 0.. '-" C, < :z 0: 0 .... ! I ; .... X 0 '-" t--< t--= t L--J-r-TYPE I RET WALL SEE RET WALL PLANS #13 x II Cl 280 •13 o 450 150 (MIN) 150 0.50 CLEAR STRUCTURAL BACKFILL SECTION NOTE, ALL TREADS TO HAVE A 2¼ SLOPE TO DRAIN ELEVATION 20 TREADS~ 280 20 TREADS~ 280 2 I RI SERS ~ I 7 4 1200 21 RI SERS ~ I 7 4 RET WALL NO. 36A 2. 428 STD VERT RE I NF STANDARD VERT REINF ABOVE AND BELOW OPENING <BOTH FACES> •19 X A+900 TOT 2 (BACK FACE ONLY) (OMIT FOR "A" LESS THAN 300) NOTES1 2-•25 TOT 4 HORIZ REINF TO BE STD EXCEPT AS SHOWN • I 3 ~ TOT 6 ALL REINF TO CLEAR 300 OPENING BY 50 nm MIN WRAP UTILITY PIPE WITH 25 nm EXPANDED POLYSTYRENE ,._,.,..·. __ 6.082 6. 106 6. 082 6. I 06 PLAN STAIRWAY DETAILS NO SCALE LIMIT OF SPECIAL 1 • RE I NF • I RET WALL NO. 36B STD VERT RE I NF STANDARD VERT REINF PLUS ADDITIONAL BARS CORRESPONDING IN SIZE AND NUMBER TO BARS CUT BY THE OPENING. PLACE HALF ON EACH SIDE. EXTEND THE ADDITIONAL BARS THE SAME AS OTHER WALL REINFORCEMENT AND TO A MINIMUM OF 60 BAR DIA ABOVE THE TOP OF UTILITY OPENING IF WALL HEIGHT PERMITS. BUNDLE BARS AS REQUIRED "---1--'---2-*25 X A+l200 TOT 4 ..µ ___ c_--"v--'---~+ COMIT FOR 'A" LESS THAN 300> OPENING UTILITY OPENING DETAIL NO SCALE FOR REDUCED PLANS 0 20 ,o 60 SEWER LI NE CASING SEWER LINE DETAIL STRIP WATERSTOP ~ AROUND PI PE -SEE 0-1 _4 RET WALL 50 nm EXPANDED POLYSTYRENE AROUND PIPE 5-13-97 PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH,CA 92658 MOFFA TT & NICHOL ENGINEERS 3720 SOUTH SUSAN STREET. SUITE 200 SANTA ANA,CA 92704 SHEET TOTAL NO. SHEETS IZ<f UYZ.. Tl/a staled 03/fforria or "s rfl!CNB or O(J(Jlfls 8/rJJI ndbe f86f}OIISll:l/e for tf1IJ o:xu-c,cy or ~ al elt!drcnlc CO(Js at ttis plan shed. & RETAINING WALL DET AILS@3 R-10 BO ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE SHOWN. CITY CONTRACT NO, CI TY DWG, NO. X X X ~~ ~ :,; 0 >-<D w V) 0 > w w a: V) w > f--w "" a: 0 f--"" 0 '>->-O<D w <D f--0 0 «w .JZ w ::,0 "' u-u .J Vl w «w I uo u ';: ' V) I a: I w V) > 0 >- z "' " "' ;;; -, w 0 5 >-< >-"" 0 a. V, z < "" >- U,, 0 >-z "' "' >-"" < a. "' 0 < z ~ ':: I ! J .Q "' >-< >-V, t 0 z "' :::, C, z '" C, ADD@) BARS W 1TH HOOKED E NOS IN #f5 ~ 4 BOTTOM 00 I REGION OF SLOT I 000 CTYPJ ' .... C C B A BARS OF TYPE I WA ADD@ & SHORT @ <USE HOOKED ENDS 1,-,' V /v // LL AT SLOT! REGULAR@ & SHORT@ BARS OF TYPE I WALL <USE HOOKED ENDS AT SLOT CTYPJ WALL STEM p I (SEE TABLEJT 1000 ~ A / l.22m CTYPJ OPENING TREE X I, FOR 22 m PALM ~rlo ROUTE 55, I KILOMETER POST SHEET TOTAL TOTAL PROJECT NO. SHEETS ~-15 CIVIL ENGINEER 5-13-97 PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH,CA 92658 C, "" Cl'. '" CL C, '" :::, V) P (SEE TABLE!~ 4-• I 5 x I'_ o 'S BOTH SI DES OF SLOT WITHIN DISTANC E SHOWN WHERE OC CURS/ (SEE TABLE! - ,✓ ,/' L ~ // I V l. RETAINING WALL LOL REGULAR@) BARS SEE TABLE CTYPJ WALL TOE ~,- NG RETAIN I WALL LO L -v 5-•15 T & BOTTO OP v' X / ~ MOFFA TT & NICHOL ENGINEERS 3720 SOUTH SUSAN STREET, SUITE 200 SANTA ANA,CA 92704 Tl» stat& If CdlffJfTlla Of /18 dflctrs Of O{J9ft8 Bmil rd bJfJ re8{)()1'181/Jle for tt1fJ «:X1JTOt;!f ar ~ d ol«lroria ccp/M d tlis plan shst.l. V) '" Cl'. SLOT F OR <8 NOTE• FOR DETAILS NOT PALM TREE_,, PALM TREE 610 1220 610 REPOSITION RE GULAR @) BARS INTERCEPTED B Y SLOT EQUALLY TO EITHER SIDE OF SLOT WITHIN DISTANCE SHOWN WALL FOOTING AT OPENING FOR LANDSCAPING (TREE SLOT FOR WALLS WITH H s 55001 NO SCALE 4-#15 X <SEE TA M I'. • BLEJ 'S'_,,/ 610 1220 I L l \.__#15 X 2.5 m D TOP & BOTTOM 400 610 WALL FOOTING AT OPENING FOR LANDSCAPING (TREE SLOT FOR WALLS WITH H > 5500 & H s 73001 NO SCALE SHOWN SEE FOOTING PLAN 187~10610 P (SEE FOR WALLS W/ H5 5500 THIS SHEET •15 X 5.0 mo 400 TOP & BOTTOM ---s, ADD • I 5 O 800 1875 I. 22 m x I. 22 m OPENING FOR PALM TREE (TYPI IHol++l++++ll++++IH+++ll++H-• I 5 X o 400 BOTTOM "' ' I N REGULAR@ & SHORT@ BARS OF TYPE I WALL A□□@ & SHORT @ BARS ----- •15 xno 300 •15 D 400 REGULAR@& RET WALL LOL SHORT@ BARS •15 TOTAL 5 A□□@ & SHORT@ BARS NOTE1 FOR DETAILS NOT SHOWN SEE FOOTING PLAN FOR WALLS W/ Hs 5500 THIS SHEET RET WALL LOL 111"!11"-REGULAR@) BARS (TYPJ REPOS IT I ONE□@) BARS (SEE TABLEl 4-•15 x LO 'S' ADD •15 ~ 800 P (SEE TABLE! RETAINING WALL LOL ADD @ & SHORT @ BARS •15 X 5.0 mo 150 ~Jl)-''-'ltl TOP & BOTTOM--~~ 4-•15 XI'_~ 'S' (SEE TABLE! EA SIDE OF TREE OPEN I NG _e,_ __ --jjfW;W!li #15 X 5.0 m D 150 TOP & BOTTOM 12-•15 TOP & BOTTOM ----1--f--'( (TOT 241 610 1875 1875 +l=l++++l-ll--5-•15 TOP & BOTTOM ii-litt+l-ll--A□D 4-•35 EA SIDE OF 610 TREE OPENING-TOP REPLACE REGULAR@) BARS W/ •35 CONT © 150-TOP OPENING FOR CATCH BASIN WALL FOOTING AT OPENING FOR CATCH BASIN NO SCALE RETAINING WALL NO. 37 DATA H 1800 3000 3600 4200 4800 5500 6100 6700 7300 7900 s ----300 200 ISO 225 275 200 p -2SO 2SD 400 350 350 430 600 660 660 0 N N 0 0 0 0 "' •15 BOTTOM K B w SECTION A NO SCALE @ & SHORT @ BARS WITH HOOKED ENDS ADD@ & SHORT @ BARS WITH HOOKED ENDS----- ADD IT I ONAL@ BARS W/ HOOKED ENDS IN REG ION OF TREE SLOT I. , • • B C . I WHERE OCCURS (SEE TABLE! *15 ~ 400 •15 REGULAR@ & SHORT@ BARS OF TYPE I WALL NOTE, FOR DETAILS NOT SHOWN SEE SECTION A •15 © 400 SECTION C 1,500 SECTION D NO SCALE •35 o 150 CATCH BASIN OPENING •15 <TOT 241 © 400 & BOTTOM •15 TOP & BOTTOM NOTE• ALL DIMENSIONS IN TABLE ARE IN MILLIMETERS SECTION B NO SCALE RETAINING WALL DETAILS NO .2 FOR REDUCED PLANS ,.,,...,,,...,.,., ...... ,,,. 0 ' 20 ' 40 ' ,o ' 80 ' ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE SHOWN. CITY CONTRACT NO. r -,pr,,-CITY DWG. NO. R-11 ,._,,.,,·. __ --~~ 01ST, COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 12 Orn 55, I u. i,/u. 9, 13/ 2.02.. 31.71/32.08 ~ ~ 4-15-97 " ' -/ti, 1 M A ISBAMA~ r,; No. 44030 0 lufw/1/ne~ z * ExD-~~ :> .Y: CIYIL ~ - ::, -k/shed grade or slope 5-13-97 .sqltlfuu~~ 0 z PLANS APPROVAL DATE w 0 The State of Ca/lfornla or Ifs officers or agents 0 "" •sJotB-s!XJII oot be responsible for the accuracy or ---"' completeness of electronic ooples of this plan stset. w r-@ Bars, splloe to alternate @ Bars a. 0 TABLE OF DIMENSIONS AND REINFORCING STEEL w V, - DESIGN H I FT _£ S' ~ > -10' -12' w --"' {I mm 1200 1800 2400 3000 3600 ) ill -l/.~ . <El Note , Bundle @ am/ @ Bars w -w -7-6" --..---.,,-£-;-9'¥ '~ /2'-0'' 0 l: - R•~' 3 F /'-0'' /'-0'' /'-3" /'-3" f-3" •5 D 18 ~ -@Bars ~ >-D 0'-9" (l-9" 0'-9" /'-6" /'-6" w FOOTING CCNER l'-0'' min l'-0" min r--6" mln f--6" min l'--6" min X R·~' 3 @ Bars •5 @ /8 •5 § 12 •5 O 12 •5 l!J 12 •5 § 9 Flnlsh:xl grade @) Bars q -@) Bars ~ )... X Cant Cant Cont Cont Cant or slope~ ~ w y Cont Cont Cont 5'-0'' 5'-0'' / w•w \ FO<Jtlf'l(J c<NBr--<::> •5 ,, ,a~-----------..._ Construction Jolrrt j . ) "---.: @ Bars •5 D 12 •5 D 9 ~ ' -Formed surface . X 5'-6" 7'-6" /I Place a!}Olnsf ,L / "~) 3" etc_ '\7 y Cont 8'-6" undisturbed material ., @ Bars,,.---- ,,, @ Bars -•s o ,a f-0'' f-0'' (J)aars @) Bars •4 12 12 •4@ 12 5'-0" min w X 4'-0'' 4'-0'' TYPICAL SECTION @ Bars •5 D 12 •5 D 12 NO SCALE Note : For detafls not stt:mn. see e, (i) Bars 3 -•s 3 -•s Corrt ~ Continuous CD GENERAL NOTES ~ Flnlsttxl grade DESIGN , SEW/CE WNJ DESIGN Layout Une WADING CASE, ~ I. Letel slope with 240 psf surof-orge 2.. lb I unllmlted slope CONCRITE : n • 9, f'c • 3250 psi. f c,. 1300 psi '.Ji REINFORCING 5TEEL , fy • 60,000 psi fs • 24,DOO psi ' SOIL, Note , Dlrrens/ans CD amt @ to be as slKMn Backf/11: 1' -34°, r-,20 pcf elsentere In tte project plans Foum/at/on ,RJ • 34'. C • 200 psf, Y-t2D pcf , Minimum a/l(Mab/e bearing pressure" 2.0 ksf I. r-0':I LATERN... E/!ffTH PRESSURE : Coulomb's theory with S •0° SE/SI/IC , HAUNCH FOR CONCRETE BARRIER I. Level slope. kh "'0.3g 2.. 211 unlimited slope, kh -0./g NO SCN..E R-12 8TANDARD DRAWING <!) Mded metric J-elg~s to table STATE OF BRIDGE NO. ALE NO. XS 3-62 DESIGN !BY J.C. Uoese IC1ECKED o. Hor APPROVAL RE~ BY CALIFORNIA DIVISION OF STRUCTURES RETAINING WALL DETAILS NO. 3 D<SIGN DETAILS IBTR. Yee IOEUED a. Hor ~ STRUCTURE DESIGN POST MILE 4'-12' DATE 10/ 92 DEPARTMENT OF TRANSPORTATION RETAINING WALL TYPE 7, H. Sl.BMIHED BY J.C. Maese Dea:N SUPERY!SOR OS OSD 2147 A < CADO 4/69 I ORIGINAL SCALE IN INCHES ' I ' I ' I cu 12208 OISREGARO PRINTS BEARING REVISION OATES !PRELIMINARY STAGE ONLY l St£ET 1 OF FOR REDUCED PLANS 0 I 2 3 EA 038901 EARLIER REVISION OATES ~ I I I I I I I I X5$!5e.DGII/ Vl=I ID <!, i;l § 1\1 - 0 z ::z :, " z w " " .. "' w a. " w :, "' "' - r-w w er "' " w z -~ - Nik For detof/s "oof sfDHn see "Typical Sectlorf Md •5 fD /8 top & bottom ~ ~Md "'5 x 8'-(lo , { 18 top & bottom • I 1 Tree pocket/ w --1-------@) Bars tcoked ~ ® Bars looked - ~ ©ears r- ~ /'-()' '--- LANDSCAPE OPENING DETAIL NO SC,'1£ Layoot 1/pe ~ ~~-~ kls/1'd grad• or slope I--@ Bars, splice to a/ferf)(J/e @ Bars Nata : Bundle @ and @ Bors X Flnls/1'd grade @ears t:::! ----or slope~ 1 ~ R ·9'~ IJ -@) Bars ~ ___)_ w Footing OOI/Bf--------c;:p / "5 D /8 ""'T//"''._______ \ ,,-.;_ ,--j __ _,Jl-~"'..v·::t=~=~aJ----ForrrYiK/ surface -Constructfon Joint / -/l.'.:·:::::::::::::'·~'.:==·~~=~~~===:;~t::::' Bars Place against ,L/ -"'~) 3/~ / 3 undisturbed moterfal ~ G\ \!,;Bors - 5'--0" min li!:. w TYPICAL SECTION NO SC,'1£ Note : For datalls not sfDHn. see ~ Layoot line ~1 • ;~ Flnls/1'd grade __ ...L._ ~ (J) '.J / I Note , 0/,rens/ans (J) and ® to be as stmm elsfN!tere In tte project ptons HAUNCH FOR CONCRETE BARRIER NO SC,'1£ O!ST, COUNTY ROUTE 12 Ora 55, I POST MILES SHEET TOTAL TOT AL PROJECT NO. SHEETS 0. 13/0. 97 ... l'A "02.. 31. 71 /32. 08 ,..,, ,.. '- ~~ 4-15-97 Tfe State of California or Its offfcers or agerrfs sfrJ/1 not be responsible for th!J accuracy or completeness of e/ectron/c coples (J( tNs plan sheet. TABLE OF DIMENSIONS AND REINFORCING STEEL DESIGN H : : 4' 1200 w 4'-0" F I'-()" D 0'-9" FD<JT/NG CCNER r-011 min @) Bars •5 D 18 X Con! y Can! ® Bars X y © Bars @ Bars X @ Bars (J) Bars Cont .. Contlooous GENERAL NOTES DESIGN , SE/NICE LQf,[) DESIGN L.DAJJ/NG CASE: 6' /BOO 5'-6" f'-(J'' D'-9" r-<r min •5 D 12 Con/ Cant I. level slope with 240 psf surcharge 2. 2,: I unlimited slope 8' 2400 7'-6'' r-3" 0'-9'' f'-6' min •5 t2 12 Cont Cont CONCRETE : n • 9, f'o -3250 psi, fc "/300 psi REINFORCING STEEL , fy • 60,000 psi fs • 24,000 psi SOIL, Backff/1: tJ -34°, r -/20 paf Fourdaflon :RJ = 34~ c = 200 psf, r-120 rx:;f Minimum ol/(J;Voble bearing pressure -2.0 ksf LATERAL EARTH PRESSURE : Coulomb's ttrory with S = o0 SEISMIC , I. level slope, kh = 0.3g 2.. 2: I 11nf!m!fed slope, kh • 0./g ID' 12' 3000 3600 9'-6" 12'-<Y' r-3" r-3" /'-6" f-6" f-6" min f-fl' min •B l!J 12 •5 a 9 Cont Con! 5'-0" 5'-0" •5 o 12 •5 O 9 5'·6" 7'-6" Can/ 8'-6" •s@ 1s •4 D 12 •4 ~ 12 4'-0" 4'·{}" •5 D 12 "'5 D /2 3 -•s 3 -•s <J> R-12A BRIDGE NO. t------~--~---~n~•~•=•~••;=•~••=•~•=••=•~-------------1,<'I"> R91lsed ke.t location FILE NO. xa a-s2 DESIGN jsY J.C. Moese !CHECXED o. Hor APPRovAL RmlhlNENJ£O eY 'v' DESIGN 1. ~ /4--... Mded de/all STATE OF CALIFORNIA DIYISIDN DF STRUCTURES RETAINING WALL DETAILS NO. 4 STRUCTURE DESIGN f-a;;,o""sr"'"',.,.,,.--+-R-E_T_A_I_N_I_N_G_W_A __ LL-T--YP_E_7_(M--0D-l,--H---4-,--1-2-1' DETALS 1sr R. Yee IMCKED o. Hor W DATE 10/ 92 f-C'-c-'-C.....L.C."c-'c_----.L..---"'=----i A--. Slllt.amo er J.C. Moose DES1CH stPER,,,sOR ~ Mded mutrlc h3/ghts to table DS OSD 214TA ( CADD 4/89 I ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 DEPARTMENT OF TRANSPORTATION ' I ' I ' I I 2 3 cu 12208 EA 03890! DISREGARD PRNTS BEARING REVISION OATES i PRELIMINARY STAGE ONLY l SHEET I OF EARLIER REVISION DATES -I I 1 I I I I I I I X - 0 z :::e :::, C, z w C, C, ., /4~ ~ Ct'. w ~ CL C, 0 w w :::, >-U) Vl <D -V, > -0 w w w er a: U) -w I--> f-~ w ., er C, X w f-., 0 ,,_ RETAINING RETAINING O<D >-w <D WALL WALL f-0 RETAINING WALL STATION <:W 0 NUMBER AREA -'z w ::)(, "' u-u -' U) w <:W I uo u M2 5A 10+00.000 TO 10•76.000 169.66 5B 1+00.000 TO 1+20.089 35.92 ';: 33A 10+00.000 TO 10+11.250 24. 75 ' 33B 10+00.000 TO 10•34.824 146. 03 I --er I 36A I +00. 000 TO 1+14. 788 37.37 w V) > 0 >-36B 9+79. 72B TO 10+88. 799 682.83 ::a z ::a " -37 10+00.000 TO 12+70.954 I, 550, 67 -, V> w 38 I 0+02. I 000 TO I I +05. 750 271. 97 □ 40 10+00.000 TO 10•44.939 62. 15 TOTAL 2,981.35 (Nl = NOT A SEPARATE PAY ITEM, FOR INFORMATION ONLY. :z 0 -,_ < ,_ "' 0 X 0.. V> :z <( "' ,_ ..... 0 ,_ :z ..., "" ,_ "' < 0.. ..., 0 ' < -z "' 0 X '= I ' 3 J.. 0 ..., ,_ < ,_ V> • I (Nl STRUCTURAL CONCRETE, RETAINING WALL M3 143 24 22 191 29 514 I, 647 199 53 2,822 I (Nl (Nl (Nl MINOR CONCRETE HEAVY (Ml SC, FRACTURED ABRASIVE ~ONSTRUCTIONl RIB BLAST (CONCRETE TEXTURE TEXTURE GUTTER LINING) M3 M2 M2 4. 7 -168 --36 --- --- --37 -67 497 32.5 134 1392 8.0 -272 3.5 -- 48.7 201 2,402 FOR REDUCED PLANS ORIG!NAl <;CAI!:" IN 'v!II I IV<C'"T!:"R<; 0 I (Nl BAR REINFORCING STEEL CRETAINING WALL> Kg 9,621 658 2,378 13,909 I, 122 38,971 134,306 11,913 I, 472 214,350 20 I <O I (Nl STRUCTURE EXCAVATION CRETAINING WALLl M3 446 54 41 459 110 991 5,288 129 236 7,754 60 I 80 I I DIST COUNTY I ROUTE I Kl LOMETER POST l'SHEETI TOTAL TOT AL PROJECT NO. SHEETS ~rlo 12 Ora I 55, I I 3?·-lr;'.~,:'6• l1.:JZl20.1 ~ 4-15-97 f'ES:S ~NEER ---Q ~~0~ io..,_..,< ,3-' ,~~ (Nl (Nl (Nl (Nl STRUCTURE PERV I OUS BACKFILL TUBULAR BACKFILL MATER I AL WATERSTOP HAND CRETA IN I NG CRETA IN I NG RAILING WALLl WALLl CMODI F IEDl M3 M3 M M 255 19 4. 5 - 32 --- 44 2 -- 532 23 4. 7 18,8 69 --- I, 417 114 12. 5 66.6 3,377 290 46.9 - 232 38 8. 2 - 117 8 1.9 - 6,075 494 78. 7 85.4 ffi ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN. I CITY CONTRACT NO. r-?,q1:H; CI TY DWG. NO. p_i:;r:;q7_,:: C 0 5-13-97 ; t.4.A. KRAMAN j PLANS APPROVAL DATE ¾ I No, 44030~~ -9' Exp, 6-30-97 _.. - CITY OF NEWPORT BEACH .!): CIVIL ~ 3300 NEWPORT BOULEVARD "'ft OF CJ,LI~,.:. NEWPORT BEACH,CA 92658 MOFFA TT & NICHOL ENGINEERS 3720 SOUTH SUSAN STREET, SUITE 200 SANTA ANA,CA 92704 Th& ~ ff Cdffomla or /Is d'f/Ctn or rJ(Jt}lts shJJI rd t,e f$@Oll81~ fr, tm «aJTOCJ or~ ff Mdrodc ()l)fios d ttitJ plan slmt. (Nl (Nl (Nl <N> CONCRETE CONCRETE RETAINING CABLE BARRIER BARRIER WALL HAND RAILING CTYPE 25 CTYPE 26 MODIFIED) MODIFIED) RAILING M M M M -67 -- ---- ---- 13. 7 --18.8 13. 0 --- 13.0 -88.8 - -400 -- - --- - - -- 26.0 480. 7 88.8 18.8 RETAINING WALL QUANTITIES R-13 I cu I ??08 I FA 0:08901 l1! i ,, ti ~ ., :1 Ii~ ,. I 'I og !1 ·l "1111, =1 r 11 ' 1! uiill ! !. !; .. --~ I ~ ' l !~,; ·W !lf9i! I i I f 1 ii I ,ti !r1 11• I -! J~l 11 j I ' ! • i~ I I f ·r I xi u' __ lit I ;Ii !Hill \! l • 11 i 1 11hA11 • • "" ! j ici·v· 11 • J J • J,11 I l' • l IDi IIKl!i I Ii I !!!Bl; Ii !I • i..JII]II)[:J ~ a,.J ◄ l l l l I I ! 11 !1 i ! f I: it . ,l.l; .. l, llU.llll!lla!lli1alllH:1 !l a 1• a i !! j! j l • ! If dJd!o,th! I, i !!ll lal !ll !!ll El 1!111 llll il l ~1M •• ! 1; ~ l i1l111 Ii ! l 'i l j' l i I! ' Iii u f ... ~~, "'"~ <>"'f2~ BORING EL£VAT10NS BASED ON INTERPOLATION OF ONE-HALF METER INTERVAL CONTOURS ON AERIAL TOPOGRAPHIC MAPPING PERFORMED BY C&C AERIAl. MAPPING SER'.1CE, JOB f95-1404, PHOTOGRAPHY DATED 08-04-92, TOPOGRAPHIC MAPPING BASED ON THE FOLLOWING BENCH MARKS: BENCHMARKS BM I W167 (RESET 1936) ELEV. 3.002m ~O. STD. USCGS BM DISC STAMPED W167 RE-SET 1935• SET ~CAL IN THE NORTH FACE OF MOST SE'LY PIER ON THE SOUTH S10E OF PACIFIC COAST HWf. UNDER RTE ~ NEW-PORT BL\/0, BRIOGE,2.7 FT. W. OF NE CORNER Of PIER, J.5 S'LY OF S. CURB AND 2' HIGHER THAN CURB (NGS 3.31174,LN-103, PG-9) BM f 1J627J ELEV. 2.840m BENCHMARK IS LOCATED IN THE SOUTHWESTERLY CORNER OF A 5 FEET BY 6 FEET CATCH BASIN, N'PROXIMATILY 185 FEET EAST OF THE SOUTH END OF THE NEWPORT AVENUE BRIDGE CROSSING PACIFIC COAST HIGHWAY; 43 FEET NORTHEAST OF LIGHT POLE MARKED E-34 ANO 80 FEET SOUTHEAST OF LIGHT POLE MARKED E-33; APPROXIMATELY 70 FEET SOUTH OF CENTERLINE OF PACIFIC COAST HIGHWAY; 1 FOOT HIGHER THAN THE HIGHWAY. ~~-~RET WALL 5A ~~VRAMP YRET WALL 58 8-9 RET WALL 368 .EL.Al:l 1:2000 8-13 • DIST COUNTY ROUTE 12 Oro 55,1 PLANS APPROVAL DA LAW/CRANDALL, INC. 200 CHadel Drive Los An91IH, Callfornla 90040 213/895-300 THE STATE OF CALIFORNIA OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF ELECTRONIC COPIES OF THIS PLAN SHEET 10.0-l-------l--------l--------------H--------------l-------"'l--1="'---1---------------l----"''l-------------1-------1-10.0 Vl "' w Iii ':, n B-12 N N TOP OF HOLE EL 8.2m ~f---------2:~-------f--------------+-~--------------+-----t~~mi~l~i~ SANO-fine, moist, compact to d•nae, • 200 mm 1/i~~H"~'~'f'~ .. ~·~'•~';.'~'·~·~".;;~------~:ti~~~i~i· ~ 7.5 )i' ~ 0 ~ i..k.J R•ddish brown 64 760 1 TOP HOLE EL 8.2m •• 760 •• •• 760 3 66: z 5.0 z 2.5 0 .... < 0 > "' ..J -2.5 "' -5.0 35+00 NOTE: •• •• •• •• 11-07-96 la ball■, mol,t, brown RMATION rd 9rey 35+50 SAMPLER 1.0. • 66 mm FOR CRANDALL SAMPLER SAMPLER 1.0 ... 35 mm FOR STANDARD PENETRATION TEST SAMPLER •• 760 4 •• i ~-I") B 5 Fin• to medium, few fine Grovel, heavy ~ -Iron oxide ,toinin9, r•ddish brown •• 760 3 66 :• 64 760 1 181 610 10 66 181 610 -CLAYEY SN-ID and SANDY ClAY-molat, wn ond grey ... •• 760 21 •• •• 760 11 •• 64 760 . ~rk r1ddl1h bfown •• 64 760 1 64 760 -,om• shell fraomenta, moist, 64 760 dork gray et, dense, dork orey 64 760 =="'---=""':..su;r.,_,_.,...__,.........__..,,___F--,,.64,.,. 760 ,,,,..,,.,ee 181 610 J 36+00 36+50 PROFILE HORIZ. 1 :500 VERT. 1:100 64 760 8 66 11-07-96 •• 11-08-96 37+00 37+50 o. Reddieh brown SILTY SAND-fin• to medium, moJ■t, alightly compact. Hght brown 11-08-96 SAND-fine. wet, allghtly compact, r•ddlah brown ELASTIC SILT-v1ry moi1t to wit, firm to ■tiff, dark orey 38+00 7.5 5.0 2.5 0 -2.5 -5.0 .... w z z 0 .... < > w -' w R-14 ORA'NN BY J. MIRANDA A. RECIO :c.cfl=cE:L:;D:Ti'E~C~H~N~IC~IAN~- PREPARED FOR THE CITY Of' NEWPORT BEACH RETAINING WALLS 5A,58,33A,338,36A,368 AND 38 t----+----------t -- CHECKED BY 8. MEYER/M. HUDSON ORIGINAL SCALE IN MIUMETERS FOR REDUCED PLANS DEPARTMENT or PUBLIC WORKS cu 12208 EA 038900 POST MILE POST KM DISREGARD PRINTS BEARING EARLIER R~SION DATES - LOG OF TEST BORINGS L l ! • .,£ IP !J 1tli! 'i I ji I •ti l . . ! 11 !J l i! ii ,, i; Ii i! ij BORING ELEVATIONS BASED ON INTERPOLATION OF ONE-HALF METER INTERVAL. CONTOURS ON AERIAL TOPOGRAPHIC MAPPING PERFORMED 8'I' C&:C AERIAL MAPPING SERVICE, JOB #95-1-404, PHOTOGRAPHY DATED 08-04-92. TOPOGRAPHIC MAPPING BASED ON THE FOLLOWING BENCH MARKS: BENCHMARKS BM f W167 (RESET 1936) B..EV. 3.002m fO. STO. USCGS BM DISC STAMPED W187 RE-SET 1936. SET ~ IN THE NORTH FACE OF MOST SE'LY PIER ON THE SOUTH SIDE OF PACIAC COAST HW'f. UNDER RTE 55 NEW-PORT BLVD, BRlDGE,2. 7 FT. W. OF NE CORNER OF PIER, J.5 S'LY OF S. CURB AND 2' HIGHER THAN CURB (NGS 331174,LN-103, PG-9) BM f 1J8273 ELEV. 2.840m BENCHMARK IS LOCATED IN THE SOUTHWESTERLY CORNER OF A 5 FEET BY 6 F£ET CATCH BA.SIN, APPROXIMATELY 185 FEET EAST OF DIST COUNlY ROUT£ 12 Oro 55,1 Pl.ANS APPROVAL DATE LAW/CRANDALL, INC. 200 Cltod,I ort .... La• Ang•IH, Co11fomlo 90040 213/895-300 THE STATE OF CALIFORNIA OR ns OFFICERS OR AGENTS SHALL NOT BE RESPONSl8LE FOR THE ACCURACY OR COMPLETENESS OF ELECTRONIC COPIES OF THIS PLAN SHEET THE SOUTH END OF THE NEWPORT AIJENUE BRIDGE CROSSING PACIFIC COAST HIGHWAY: 43 FEET NORTHEAST OF LIGHT POLE MARKED E-34 ANO 80 FEET SOUTHEAST OF LIGHT POLE MARKED E-33; _.IPPROXIMATELY 70 FEET SOUTH OF CENTERLINE OF PACIFIC COAST HIGHWAY: 1 FOOT HIGHER THAN THE HIGHWAY. 8-13 • 1/) "' w >- w ,. z z 0 >-... > w ..J w 25.0 22.5 20.0 17.5 15.0 12.5 10.0 7.5 5.0 2.5 38+00 RT ' ' ~ ~ + ill B-13 TOP HOLE EL. 23.5m i ~mm I 64 17601381 66 : ~.9cm ~ncrete :: 19.715.61 LL-SIL SAND-fine, molat, dark I 64 17601241 66 17.618.11 Som• chorcoal fragment, 1 6417601311 66 ~ Haavy Iron 011:11111 atalnlng IS ; B 10 I 64 17601231 86 16.1 8.6 SAND-fine to medium, m9iat, elightty I 641760117136 ',>i.1< ct to compact. ligt.H SILTY SANO-fin• to medium, moist, ,lightly compact, light brown ~ TOP HOLE EL 18.0m 6.4cm Aspholt Concrete • ,,. mm brownish grey I 64l760l27l661.8.0 0.3 SANDY SILT-molal, very stiff, light 1 S e,----moilt,com , 64 76012866 64 7601.JO 66 La1,er of Son~y Slit-heavy ll"Oll 011:lde 64 760129 66 ,taming, re,dd,sh brown ,¥. Layer of Silty Sond-llne ' .. . ,, . 1 J • .r., rme to medium, redd11h brown ~;,; GWS Elev+13.8m 11-07-96 .. I 641760126]66 13.9134.51 Fine . I 64 17601.30166 } .; .1!:!l!11J Brown I 64 1760110166 12,6137.BI ElASTIC SILT-mor,t, firm to 1tlff, brawn 164176018 166 12.0ll9.0I Dork ariav 1641760111166 12.3 .9' 11-07-96 38+20 38+40 DRAWN BY J. MIRANDA A. RECIO FIELD TECHNICIAN 1-----+----------1-=~-==~----- CHECKED BY 8. MEYER/M. HUDSON I 64 17501261 361 I 6417601581 66 16.3 6.0 SAND-fine, some Iron 011:lde 1talnln31 ,.. ; mol1t, compact to dense, llght red sh I 64 17601431 36 -~. brown •I .. ...., ~ 64 1501-43136 -It:• I 64 17601361 66 '~: 15.4 4.9 1 No Iron oxide staining, lfght brown .. ~:e. I 64 17601401 36 1641760147155i:::'~~114.815.81 11-08-96 38+60 PBOEJLE HORIZ. 1:200 VERT. 1:100 PREPARED FOR THE CITY OF NEWPORT BEACH DEPARTMENT or PUBLIC WORKS ORIGINAL SCALE IN MlUMETERS FOR REDUCED PLANS 0 ' ' ' I 22.5 1/) "' w 20.0 >- w ,. 17.5 ~ z + i1l B 11 el ~mm TOP OF HOLE EL 13.5m ~ 15.0 z •• 760 17 66 -~~6 ~ 7.6cm Asphalt Concrete SAND-fine,. moi1t, 1li51hl1y compact to 0 0 15 i.~6 rs 66 l •• 760 16 ._,,"l 18.1 •• 760 23 •• 4.0 Fine to medium, few fine Grovel 12.5 >-... •• 760 50 I'. 17.019.9 r Flne, heavy Iron aKlde atalnlng, dense, 661:' > 10.0 I 64 1760113166 ~· ~ Layer of Elaatlc Sitt-light grey w ..J I 641760112166 13.3 eo1-1-t ' .. 760 14 86 11.9 I 64 17601 9 186 11.0 I 84 1760 14 66 14.8 11-07-96 38+80 cu 12208 EA 038900 6.7 1.l ,., ,., Et.ASTIC SILT-moist. flnn to stiff, llght w !r•Y 11-07-96 39+00 .. POST POST MILE KM DISREGAAD PRINTS BEARING EARLIER RE\'ISION OATES - 7.5 5.0 2.5 39+20 RETAINING WALL 37 LOG OF TEST BORINGS A L R-15 y, X X X ,.! ~ <'1-i " 0 w >-"' "' 0 > w w a: "' w > f-w <( a: 0 w f-<( 0 '>->-~ CD CD f-0 -<WO JZ W '"' "' u-u JU, w -<W :C uo u ~ ,'U, :c a: :c w V) > 0 >- z i " vi ~ w 0 :z 0 ..... ... ..... ~ 0.. V> :z ... a: ..... ,.._ 0 ..... :z ..... =-..... a: ... 0.. ..... C ... :z a: 0 ,.._ ~ I ;J .,.._ 0 ..... ..... ... ..... V> • 0 z "' :::, 0 z w 0 0 <( a: w a. 0 w V) > w a: <8 4. 536 --- _ 27.B24 TYPE G-1 E•l.829 H•4267 rrrn 13. 411 13. 41 I I. 002- f-z 0 a. w J (.'.) z <( f-z 0 a. w J ji1 <( SOUND WALL 33A 46.328 TYPE G-1 E=l.829 H=4267mm 23. 164 u u a. .-o. 577 23. 164 14.649 SOUND WALL 33B 10.973 15.398 H=4267 rrrn H=4267 rm, I 3. 41 I f-z 0 a. w J (.'.) z <( ~,,. SOUND WALL 33C 14.328 H=2438 rm, 4. 877 8.314 r-1. 137 ROUTE 55, I KILOMETER POST TOTAL PROJECT o. 10. 97 31 . 7 I /32. 08 C VIL ENGINEER 5-13-97 PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 MOFFA TT & NICHOL ENGINEERS 3720 SOUTH SUSAN STREET, SUITE 200 SANTA ANA,CA 92704 SHEET TOTAL NO. SHEETS /~ Z.02.. ThtJ strmi af Cdfforn/a or "s <fflmrs ar (JlJ8fts sf1lll rd tis raspcmllilfi far rm a«(Jf'OCJ ar ~ rJf 616dror/c cq;,1'8 rJf tlis plan shtJ(J. TOP OF WALL ELEV LI NE BRICK CAP CMU BLOCK /JTUBULAR 7. 135 I 5. 144 RAIL I NG SEE :c L=======L~B:R~IC:K~C~A:P~""\-.:)~J~:4:·:68=8~Jl=Lr~T~O:P~O:F~W:A~L~L~=~i=~~=·=8=4=0~~========+======~===~~:·: 9 : 92 ~;;;;;j=n==~====71ce<==r-rBRIDGE PLAN\l; -------EXPANSION JT---., ~ ~ ~ SW LOL PROPOSED GRADE R/W I I 10.635 ) ~ 11 II I I " " " " " " " > " " " " " " " " " " ' " " " " " " " " " ,.. " " " " " " " " " " " " " " ,\ -FG +""~-t::(.i•'L=--=---= CONC BARR I ER SEE BRIDGE PLANS w t:1 ~ V) > w J w FOR DETAILS NOT SHOWN SEE SOUNDWALL-MASONRY BLOCK ON FOOTING DETAIL SHEETS BOTTOM OF WALL ELEVATION LINE TRENCH FOOT I NG BOTTOM OF FOOTING ELEVATION LINE TYPICAL SECTION SW 33A 1+00 1+20 '--BOTTOM OF FOOT I NG I +40 1+60 ~ 1+80 1_ ~; 4 4 SPACES o 3 SPACES 4 SPACES @ 2 00 NO SCALE BRICK CAP SW LOL Crl ~-----·---""------.... CQNSTB!ICT I QN NOTES CONST SOUND WALL NO . 33A CONST SOUND WALL NO. 338 CONST SOUND WALL NO. 33C ELEVATION HORIZ VERT REMOVE EXIST WOOD FENCE-=~ PLAN I, 200 FOR REDUCED PLANS 0 20 0.610 LOL 2+00.523 ANGLE POINT I z (.'.) V) w 0 R/W CMU BLOCK I PROPOSED GRADE Io. 635 r..,...,, END WOOD FENCE REMOVAL--~ J, 20. I 28 LT 'A' 33+ 16. 424 POC OG ' .. •., I! ~x I ST f ¢E OVERHE~°. ~_i 1/ / EX rcsr r2:4' SEWER • ' j , '·-FGRCi/.:'MA IN ' ' • • I•.__, RET WALL 33A -~- \, FOR DETAILS NOT PILE CAP LOL \ SHOWN SEE SOUNDWALL-,---- / , ; MASONRY BLOCK ON -/ •,' \ PI LE CAP DETAIL SHEETS CIDH PILE , -:, TYPICAL SECTION SW 33B V) :c z 0 Z Wi= ~ ~<[ V) > w w 0 J w NO SCALE BR I CK CAP SW LOL CMU BLOCK 1% - J;;o-----RET WALL 33A SEE RET WALL PLANS (.)--EXIST 0.600 SEWER FORCE MAIN FOR DETAILS NOT SHOWN SEE 'RETAINING WALL 33A' SHEET TYPICAL SECTION SW 33C NO SCALE ALL DIMENSIONS ARE IN SOUND WALL 33A, 33B & 33C METERS UNLESS OTHERWISE SHOWN. SW-1 40 60 80 CITY CONTRACT NO. CI TY OWG. NO. @ /Jars . . Pacific c/Uf red normal flosted brlck or equal (92 x 51 x 295) •5 cont at each bond beam 41✓ wide Z' deep O{XJnlng, typ 8 x 6 x 16 medium welgtt slump stone blocks /.e{e/ , ["" J-H--J,-Pour against l'<"'J ..: undisturbed mater/al " 1. f-0'~1 H=6' THRU H=1O' EB Full mortar bed Jo!nt at bottom of wall For detalls not sfr:Nln see otter defa!ls TRENCH TRENCH FOOTING "' 'tscb :B~~ b /Jars 1::--0 1 ~st ii Lu I 1 , "' ' "' ~ ?= 8 ~ "' 11,. ... , -~ - i 6 I ·, i §! i!i -~ ~ 'a ti -ii ~ (I) I;> ! § -"' ? T "' I== Nate II J 1 "-rap or f e/evatlon oa//ng ~ --~bars ~ IJ ' •4 D /8 max ' ' ' Top of footfng elevatlon I. f-0'', I "W" H=12' THRU H=16' For detalls not sto.vn see ather detolls H=6' THRU H=1O' FOOTING For detolls not strmn see a/her detalls TYPICAL SECTIONS Nate I, For de/oils not sl<INn, see" SOUN/JNN.1. • MASONRY BLOCK ON FOOTING -DETAILS NO.Zand DETAILS N0.3 "sooe/. Note I I: Ground 1/ne to be at tte same elevation on both sides of the wall. Woll shall not be used to retain earth. Mato m, See ,, SOUN/JN N.1. MASONRY BLOCK -MISCELJ..NIEOUS DU AILS ,, steet for otter detoffs. Approximate flnlsflJd grade ~ (I) Full mortar bed Joint at bottom of wolf SPREAD FOOTING ',l '-"' ~o ~ ..,ac i::::?;:::Q ~ et> :::, t,:) Vo "I' -0: DIST. COUNTY ROUTE 12 Ora 55, I POST MILES TOT AL PROJECT o. 13/0, 97 31. 71 /32. 08 ~ ~ 4-15-97 PLANS APPROVAL DATE Tm State af Callfornlo or Its afflcers or agents shall oot be responslble for the accuracy or completeness of electronfc copies of ttls plan steet. /Jar °' --I :f ;f§ I --~----"~W" ____ __, H=12' THRU H=16' For detalls not sto#n see other deto!ls GENERAL NOTES NfJFE A I BR fl, E 8. BtBeJ( MB dflhff rtf.;S, ;, SEE 9f.'l£R 5/IEEFS. NOTE Bi WHEN Bl.DCKS ARE LAID IN ST JCKED BOND, f..jJ,[JD£R TYPE. GROIJND UNE GROIJND UNE SPREAD GALVANIZED JOINT REINFORCEMENT SHN...l.. BE PROIIDED. A M/N/MUU OF 2. -9 GNJE WIRES CONT/NUOOS AT 48" JIAXIIJUII TO BE USED. l.DCATE REINFORCEAIENT IN JOINTS THAT PRE AT THE APPROXIMATE MIDPO/INT BETWEEN BOND .AND BEAJIS. [EJ I G-Z I H @ /Jars ® /Jars y SP300 SP450 D 16 max D /6 max E E E 6' '6 ----3'-6" Z-6" 3'-9'' 8' '6 ----4'-3" 3'-()" 4"-6" 10' '6 ----4'-9" 3'-6" 5'·3" 12' '6 '6 6'-0'' 5'-6" 4'-0'' 6'-0'' 14' •7 '6 8'-0'' 6'-<Y' 4'-3" 6'-£' 16' •7 •6 10'-0'' 6'-6" 4'-9" 7'--0" 6TANDAll:D DRAWING FILE NO. XS 3-58.1 DES>GN BY D. Soon Cl£C(Ell R. c. Anderson DESIGN DATE 11/ 94 DETAILS BY R. Yee O£CKED R.C. Anderson SUBIIITTED BY R.C. Anderson OS OSO 2147A ( CADD 4/69 > FOOTING H -.._ ~ ® /Jars _V V H @ /Jars y H 6 fl 16 max 6' '6 --"'--<-•4 D 16 ~ Z-9'' 6' 6' 8' '6 ---.....,,,,,,; --3'-0'' 8' 8' 10' '6 --~ 1-/4 "$' ~--3'-9" /0' 10' 12:' '6 .,,.-"S •4 lP /6 69'.l'<, 4'-3" 12:' 12' 14' '7/ '6 •4 lP 12 8'-0" "-"'c!J" 14' 14' 15:,,,.v •7 '6 •4 t1 12 /0'-0'' 5'-6" ..... \.../6' 16' APPROV.U. ~ SY ~ ~ Mad/fled !Im/ts /iqh strength mosonary DEStCN SUPERVSOR ORIGINAL SCALE IN INCHES [EJ cm Ground llne frNel on txJth sides of waif. Ground lfne level on one side of wall and sloped on tte opposite side. STATE OF CALIFORNIA BRIDGE NO. NUTE C: HORIZONTAL JOINTS SHAl..1. BE TOOLED CONCIVE OR UN BE WEATHERED. NUTE D: NOTE£: VEHTICAL JOINTS SH/J.l.L BE TOOLED CONCAVE OR JIN BE RAKED. FOR INTERMEDIATE WN..L HE/GlffS THAT ME BETWEEN THE "ff S" GIVEN, USE THE T ABI.Jl..M INFORMATION FOR THE NEXT HIGHER "ff'. Al..1. AIASONFrf TO BE REGULJ,R STRENrJrH UNLESS CffHERNISE NUTED. NUTE F: N.lONABLE ULT/A/ATE LATERAL SOIL PRESSURE FOR LEVEL GR<YJND ON B(JfH SIDES OF PILE CAP: SP ·SE KPa/m MEDIUM WEIGHT MASONRY SW-2 DEPARTMENT OF TRANSPORTATION DIVISION OF STRUCTURES h==-+_s_o_u_N_D_W_A_L_L __ -_M_A_s_o_N_R_Y_B_L_o_c_K __ o_N_F_o_o_T_I_N_G---1 STRUCTURE DESIGN ,-c•~o~"~"=L~E_, DETAILS NO. 1 REVISION DA TES I PRELIMINARY ST AGE ONLY ) SHEET OF FOR REDUCED PLANS O 2 cu 12208 EA 03890 I DISREGARD PRINTS BEARING EARLIER REVISION DATES XS358/.DGN Vl=I 1219 min. bond boom and refnf extension at step Top af footing elevation Spread footing s/oNn Ex{Xlnslon Joints at 24.4 m maximum cerders. See offer smets for locaflons. ELEVATION 6/0 •t D 305 ~ 6/0 SPREAD FOOTING Approx fin/steel grade T 6/0 1 -i- ~====:::::;:::::::;--t-1 ~ T •~ o 305 tot I-H•/829 and H•2438 610 tot 2 -H· 3048 and H-4877 --+------>I ~T~ Horizontal trench relnf - I, I ,~T Op/Iona/ _____/' corner sfrlpe 305 305 305 TRENCH FOOTING DIST, COUNTY ROUTE 12 Ora 55, I PLANS APPROVAL DATE KILOMETER POST TOT AL PROJECT o. 13/0, 97 31. 71 /32. 08 4-15-97 1;1 eoa DESIGN NOTES The state af Collfornlo or Its officers or agents shall oot be responslbla for the accuracy or compl(Jfeness of electronic copies of this plan sfl:J6t. UNIFORM BIJIWING CODE, lfJT9 ED!TION AND THE BR/WE DESIGN SPECfFICATfONS. DESIGN WIND LOAD 718 Pa DESIGN SEISMIC LOAD 0.3 DEAD WAD CONCRETE MASONRY REINFORCED CONCRETE f'c = 22. 408 MPa REGULAR 8TRl!NGTH HIQH STRENGTH f'm 9. 308 MPa fy = 413. 68 MPa fm 3. 103 MPa fs 165. 473 MPa n 28 ULTIMATE ALLOWABLE FOOTING PRESSURE 1 143040 Pa LOAD FACTORS AND LOAD COMBINATIONS GROUP A : {3D + 1.7 E + 1.7 SC GROUP B: fJD • I ,7 E + 1.3 W GROUP C, {JD+ /.3 E+ 1.3 EQE GROUP D: {30 • 1.3 E• 1.3 EQD GROUPE• fJD +I.IE.,././ (EQE+EQD J WHERE I fJ • 1.0 OR 1.3. WHICHEVER CONTROLS IN DESIGN D -DEAD LOAD E • LATERAL EARTH PRESSURE SC ,., UVE LONJ SURCH/JRGE W • WIND WNJ EOE • SEISMIC E/JRTH WAD EDD .. SEISMIC DEAD WAD f OJD J STRENGTH REDUCTION FACTORS, fl REINFORCED CONCRETE.: FOR FLEXURE _________ 6• 0.90 FOR SHEAR ___ ---___ e-a85 FOR AXIAL COMPRESS/ON _______ fiJ • 0.70 f'm 17. 237 MPa fm 5. 723 MPo fs 165. 473 MPa n 15 Cells with vertical re!nf and bond /)6(]ms to be filled with grout At expansion Joints: contlooous expansion Jolrrt fl/fer FOOTING STEP DETAILS FOONDATIONS : placed In sash block recesses. Size as required for snug flt. FOR SOIL PASSIVE RESISTANCE _____ fiJ • 0.90 SECTION A-A For detolls not soown. see otter sections H=1829 THRU H=3O48 SECTION A-A SECTION B-B For details mt srt:M'n, see athtJr sections H =3658 THRU H=4877 STANDAIID DIIAWING DESIGN BY D. SOON OEClED R.C, ANDERSON APPIIOVAL RECDlrAIEl«lED BY DESIGN DATE 11/ 94 ~ f--...,-,-rn,~o,~R-.-C-. -_.,.,-0-EC_R_S_O_W_~---------! °""' S<ff>"'"" DETALS BY R. YEE OECKEO R.C. ANDERSON OS OSD 2141A ( CADD 8/95 I --_-__ 25 _ L ~ Block cells -, 25 Block cells Nate I: For detalls rot sto.vn, see" SOUNDNAJ.L -MASON/ff BLOCK ON FOOTING " - DU NLS NO. I" steel. NO SCALE FOR SOIL N:TIVE PRESSURE ______ e • 1.00 FOR SOIL BEN?ING PRESSURE, EXCEPT UNDER EQ _ . fJ " 0.50 FOR SOIL BEMING PRESSURE.UNDER EQ ___ fiJ• 1.00 FACTORS OF SAFETY-FOR SPREAD FOOTING Dl81GN 0/ERTURNING-- - - - - --1.5 MIN/MUN SUD/NG---------1.2 M!N/1,/UII f BASED ON SERI/CE lEVEL l.DNJS J NaTE I I FOCff/NGS DESIGNED Bf THE ULTIMATE STREN<lrH METHOD. CONCRETE IIASONFft DESIGNED Bf THE WORKING STRESS 1,/ETHOD. NGTE 2: TRENCH DEPTH FOR LEVEL GROUND ON BOTH SIDES OF WAll. : THE JJlllNIJ,Bl£ ULTIMATE lATERN.. SOIL PRESSURES USED FOR DETERMINING THE TRENCH DEPTHS WERE OBT NNED FROM THE liXrSPIRAL METHOD J.SSUMING A COHESIONL£SS MATERIAL.THE /WGL.ES OF SHEJJRINGRESISTIWCE.fl,USED WERE 25°FORSP ·14364 Po /WD 35° FOR SP • 21546 Pc. THE UNfT WEIGHTS OF SOIL USED WERE 1762 kN/m 3 FOR b -25 ° NID 1922 kN/m 3 FOR fJ • 35°. NCJrE 3: TRENCH DEPTH FOR LEVEL GROUND ON ONE SIDE OF WN.J.. MD SlJJPING GROOND ON THE OPPOSfTE SIDE 1 THE /JJJ.IJNABLE ULTIMATE LATERAL SOIL PRESSURES USED FOR DETERIIINING THE TRENCH DEPTHS WERE 011T NNED FROM THE l..fXrSPIRN.. MIT HOD ASSUMING A COHESION LESS ltl/J"ERIAL THE NIGL£ OF SHEARING RESISTNICE.e.,s DETERMINED Bf J,SSUl,f/NG THE SWPE HAS A FICTOR OF SJFETY OF 1.25 FOR STN3llHY. THE FOlLONING VNJJES WERE USED: (4 ·32°, SllJPE • 2 ii AND UNfT WEIGHr OF. SOIL • 1922 kN/m3 . MEDIUM WEIGHT MASONRY ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE SHOWN SW-3 STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION DIVISION OF STRUCTURES STRUCTURE DESIGN BRIOGE NO. SOUNDWALL -MASONRY BLOCK ON FOOTING KILOIETER POST DETAILS NO. 2 ORIGINAL SCALE IN MILLl!ETERS CU 12208 OISREGARO PRINTS BEARING EARLIER REVISION DATES REVISION DATES <PRELIMNARY STAGE ONLY J FOR REDUCED PLANS o 10 20 30 40 50 60 10 80 90 100 EA 03890 I XS:SMZDQN Vl=I DIST, COUNTY ROUTE KILOMETER POST SHEET TOTAL ~-- TOT AL PROJECT NO. SHEETS 12 Ora 55, I o. 13/0. 97 138 2.()2_ 31. 71/32. 08 /_, Masonry block -,.,ms,!!',/~ [ C/DH PIie oop ~ ~ corcrete pl/e ----' • I 1 Woll layout 1/ne 4-15-97 ~~ ~ ~-···· s "" ~ ~ • " . • •• . . "' • • • • • •• I ; ii' I V 1'!~-A. KRA~AN \al -I ---J> I I No. 44030 /Q '---~Expansion Joints at 24.4 m * F.)c;>.6-30-~~ z moxlmum cerrters. See otter .f;; CIVIL :,.\. " sheets for locations. PLAN 5-13-97 '.fl[tf" C~\'i:~ :::, PLANS APPROVAL DATE 0 z w Tte State or Callfornla or Its officers or agents 0 shall not be responsible for the accuracy or 0 "" completeness of electronlo copies af this pion stret. "' w Q. 0 w V) mr - M 1219 min. bond > w beam and refrrf. "' extension at step - <8 Pacific clay rod normal flashed --a, ~ ~ -I brick or equal (92 x 51x 295) )l'cb Expansion Joint~ ,, "" J "' =1,= ~ Q '.J 2 i_ CLI~-_, ,~ -" ,.~ ~ Bond boom of top and of 1219 ~ -" r T ti: I b ~I l'.J " t L r::'b If F maximum centers be!CNI ~ ~~~ ~ tr: •r::b •r j '. I -V) ~ IL l '6 I, I F =~ = l'.:J LI ~ CLI~--L ,~ -· ,.~ ---2.03 x 152 x 406 medium we/git ~ ~ bors -" C I 2 I: r::'b I :J ~I l'.:J slump stone blocks ~ ~~ -L --•r::b F I: •r j '.I -~ -IL ,L u --I I ~I; == ~ I, CLI~ L~ -· ~ ~ :); I°"->@ bors .U, ~ I --" --· r:: [] r::t I □ tr :J --L " , "' F :); ~ -L-k rh h 17 ' C, ----•16 cont at each bond be<Jm. [:::>-@ bors .U, ?'vti 102 mm wide 51 mm deep opening, typ 1§ ~ ~ ---' \ , ~ :J I, I ti 'J 1524 mox~ ~N>prox. '6 F ~ ~ \ I / ' 8 i DETAJL D -,,..._ _ _..,,/ ~ ' ---ff nl shed ground ~ I= { Waterproofing ~ 0 "= ( Waterproofing o::i "S" ' 11 C Finish grade [ plle 451 min PIie spacing :5 f0 .- _j V .,1 ls1 v «l e-"1 ELEVATION c-c ~ F "= .,1 ts \; "'1l -cc !a ~~B F :,,. ~i ~ F ::-:;.. :::::::::::::: :t' aio "' >, Note I: For de/alls not soown. see" SOUN/J/IAJ.L -MASONRY BLOCKS ON & ( ~Top of pl/e PILE CAP -DITAJLS N0.2 11 and ✓1 DETAJLS N0.3 "steets. "'0 •13 tot 8 •13 tot 8 oop elf:N. "' . J_j ~•131:'J I f---•JJ'L] Note II, See" SOUN/J/IALL MASONRY BLOCK -M!SCE/.1.MEOUS DETNLS " LO a: steet for otter dotalls. ~, 7 .... --:-7 t d ! I E i,,,. i--------C!DH concrete pile I E re/rrf oot st&n (±) Full mortar bed at ~ 0 I::::: /:Jqffom of wall Q ,-SOUNDWALL REINFORCEMENT TABLE @oors 229 229 L1 "W l~rs "Y" NH" max a 406 max 458 H=3658 THRU H =4877 %> /829 lo 2438 •16 ----/829 lo 2438 Far details not stoNn see Ho:/829 THRU H-3048 3048 '19 ----3048 H=1829 THRU H=3048 3658 '19 '19 /829 3658 For details not s/rwn see H-3658 THRU H-4817 4267 •22 '19 2438 4267 TYPICAL SECTION 4lIT7 •22 •19 3048 4lIT7 NO SCALE ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE SHOWN MEDIUM WEIGHT MASONRY SW-4 STANDARD DRAWING 0 Ri,;lse</ to Mgh strength mosonory STATE OF BRIOGE NO. FILE NO. XS 3-H.1 leY o. sooN 10£C\\8\ APPROVAi. RECOM,IE)l)EO BY CALIFORNIA DIVISION OF STRUCTURES SOUNDWALL -MASONRY BLOCK ON PILE CAP =GN R.C. ANDERSON %)Modified © bor spacing OE>GN DETALS ler R. YEE ICIECKED R.C. ANDERSON ~ STRUCTURE DESIGN KILOMETER POST OATE 11/ 94 DEPARTMENT OF TRANSPORTATION DETAILS NO. 1 SUBMITTED BY R.C. ANDERSON DES!CN SI.FERV!SOR OS 050 2141A I CADD 8/95 l ORIGINAL SCALE IN MILLIMETERS cu 12208 DISREGARD PRINTS BEARING REVISION OATES (PRELIMINARY STAGE ONLY ) SHEET nf I ' I ' ' ' I I ' ' ' -I I I I I I I I I I FOR REDUCED PLANS 0 10 20 30 40 50 60 10 80 90 100 EA 038901 EARLIER REVISION DATES -XSJ591.DGN VI-I -, .. .,.,.,·. __ I!--DIST. COUNTY ROUTE KILOMETER POST SHEET TOTAL TOT Al PROJECT NO. SHEETS 12 Ora 55, I o. 13/0. 97 \S9 aoc:: 31. 71 /32. 08 GENERAL NOTES ~¥,_\',f[SS/~ ~ 4-15-97 ~~ ~ ilfiFE A J ft,,; rl, E Bl Btre,( AMJ u'6,HT F;,iiS'i,. 5££ fJF.fER 5HECTS. ~ ~ ~ M. A. KRAMAN i; No. 44030 NaTE B: WHEN BJ.Ix:KS /!RE l..J,ID IN ST ICKEO BOND, lN)lJ£R TYPE. GALVANIZED JO!fff REINFORCEUENr * &p,6-30-9~* SHJ.J.1. BE PROIIDED. A MINIMUM OF 2 -3. 76 mm !:>1~·91 .r;; CIVIL 1,.\o--WIRES CONTINUOUS AT 1219 M/JXIMUM TO BE USED. '.fl( a-ciu,~ /.JXATE REINFORCEMElff IN JOINTS THAT ARE AT THE N"PROXIM/fTE MIDPOINT BETWEEN BOND BE/JNS. PLANS APPROVAL DATE N<JTE c, MORIZONTAL JOINTS SHAJ.L BE TOOLED CONCJWE Tte State of Callfornlo or Its officers or agents OR MN BE WEMHERED. stoll not be responsible for tm occuracy or VEllTICAL JOINTS SHIJ/J.. BE TOOLED CONCIVE completeness af electronlc copies af tfis plan sheet. OR MAY BE RAKED. NaTE Di FOR INTERMEDIATE WALL HE/GlfTS THAT /.RE BETWEEN DESIGN NOTES THE "lfs"GNEN. USE THE TABULAR INFORMATION FOR THE NEXT HIGHER "ff'. DESIGN --- NaTE E, All. lt/ASONFrf TO BE REGULJJR STRENGTH UNLESS aTHEFMISE NaTED. UNIFORM BUILDING CODE, fff/9 ED!f/ON AND THE BRIOOE DESIGN SPECIFICATIONS. DESIGN WIND LOAD DESIGN 8El8MIC LOAD NUTE F: AU.INIABLE ULTIMATE WERAL SOil PRESSURE FOR LEVEL GROUND ON aJ DE/,IJ fJJNJ 8(Jf"H SIDES OF PILE CN' : SP • SS KPo/m 718 Po FOR All. HEIGlffS ( H ) CONCRETE MASONRY REINFORCED CONCRETE REGULAR STRENGTH HIGH STRENGTH f''o -22. 408 MPo f'm . 9.308 MPo f'm . 17,237 MPo fy 0 413. 68 MPo fm . 3.103 MPa fm . 5. 723 MPo fs • 165. 473 MPo fs . 165. 473 MPo n . 211 n 0 15 LOAD FACTORS AND LOAD COMBINATIONS GROUP A I {JD+I.TE-tl.7 SC GROUP B: {JD + I.T £ -t 1.3 w GROUP C: {JD+ 1.3 £-t 1.3 EOE GRCJJP D: {JD -, /,3 £-t 1.3 EOD GROOP E: /JD+ I.IE + I.I (EQE + EQD) WHERE: /3 -/.0 OR 1.3, WHICHEVER CDlffROlS IN DESIGN D • DE/JlJ lO/JlJ Cells with vertfcal refnf and bond / Al expansion Joints: continuous expansion Joint flller E • LATERAL E/JfffH PRESSURE beams to be fl/led with grout~ SC -lNE lO/JlJ SURCH/JRGE placed In sash block recesses. Size as required for snug fff. W-WIND l.iJN) 25 EOE -SEISU/C ENfrH lfJJ,D G ll~r7ll'T'fG fB-68 ,. . -.. ' II II . . II .. II _J_ 'l Block cells £OD -SEISMIC DEAD lfJJ,D ( 0.3D J ~ II i:-,~ -11 •. :0-_'.1 11 l -STRENGTH REDUCTION FACTORS, fl II L.:..;J '---.J II L'.'..d •.. II II L J¼ . .-',;.;J II L........,, ' 25 Nole B L_[ © bars REINFORCED CONCRETE , SECTION A-A FOR FLEXURE _______ g .. 0.90 FOR SHEAR ________ fJ•0.85 For detalls not sfrJNn, see utter sections FOR /IX/Al CO/JPRESSION _____ 6 • 0.70 H =1829 THRU H=3O48 FOUNDliT/ONS : FOR SOil PASSNE RESISTANCE ____ fJ • 0.90 FOR SOil ICTNE PRESSURE _____ {iJ -1.00 FOR PILE BE/JR/NG WAD. EXCEPT UNDER EQ _ 6 • 0.75 FOR PILE BEARING WNJ. UNDER EQ ___ {iJ • I .00 38 ~[ 0 bars 25 NUTE I: PILE CAP AND PILES DESIGNED Bf THE UlTIMliTE STRENfITH JIUHOa CONCRETE /JIJSONRY k~-a; II o~touiJ 11 Qff L; DESIGNED Bf THE WORKING STRESS METHOD. Block cells NUTE 2.: PILE LENGrHS FOR I.BIEL GROUND ON B<JTH SIDES OF W/Jl.L THE /JJ..1JJNN11.£ ULTIMATE LATERAL SOil PRESSURES USED FOR DETERMINING THE PILE LEN<JTHS WERE OBr/JJNED FROM THE lfJG-SPIRAL UETHOD ASSUMING A COHESIONLESS Jllif"ERIAJ.... THE ANGLES OF SHEARfNG RESJST/WCE, 0', USED WHERE 2.SP FOR SP • 14364 Po f ® bars /!ND J:/ FOR SP • 21546 Pa, THE UNIT WEIGffTS OF SOil USED WERE 1762 k.ti/m3 FOR 0' .. 25° AND SECTION A-A SECTION B-B 1'322 k.ti/m3 FOR {iJ ·35°./SOLATION FICTORS: 1.5 FOR BarH SIDES. NUTE 31 PILE LENGrHS FOR LEVEL GROUND ON ONE SIDE OF WAJ.l. IWD SlfJPING GROUND For details not sto.vn, see utter seal/ans ON THE OPPOSITE SIDE : H=3658 THRU H=4877 THE ALJ.DNABLE ULTIMATE LATERAL SOIL PRESSURES USED FOR DETERMINING THE PILE LEN<HHS WERE OBr/JJNED FROU THE I.JJG-SPIR6l UETHOD ASSUMING A COHESIONLESS IJATERI/JI... THE /JNGlE OF SHEM/NG RESISTANCE,0',/5 DUERMINED Bf /ISSUIJING THE SWPE H/IS A FICTOR OF Nor£ I 1 For details not sfrNln. see "SOUNDNA/..L -S/JFETY OF 1.25 FOR STN1lf..flY. THE FOLJ.1JNING V/JJ..JJES WERE USED:B ·32°, SLOPE ·2 :I IWD UNIT WEIGHT OF SOIL· 1922 kt;;1/m3. ISOLATION FICTORS1 J.5 FOR LEVEL SIDE MD 1.0 MloONRf' BLOCK ON PILE CAP -DETAILS NO.I and FOR SWPE SIDE. DETNLS N0.3 N sf'B6ts. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE SHOWN MEDIUM WEIGHT MASONRY ' NO SCALE SW-5 STANDARD DRAWING STATE OF BRIDGE NO. FILE ND. XS 3-59.2 DESIGN !BY D. Soon '"""' R.C. Mderson J.Pf'ROYAL RECOliloENDED BY CALIFORNIA SOUNDWALL -MASONRY BLOCK ON PILE CAP DIVISION OF STRUCTURES DESIGN DETAILS jBY R. Yee I= R.C. Mderson ~ STRUCTURE DESIGN KLOMETEll POST DATE 11/ 94 DEPARTMENT OF TRANSPORTATION DETAILS NO. 2 SLJBl,lTTED BY R.C. lvlderson DESIGN SUPERVISOR OS OSD 2147A C CAOD 4/89 l ORIGINAL SCALE IN MILLIMETERS cu 12208 DISREGARD PRINTS BEARING I REVISION OATES ! PRELIMINARY STAGE ONLY l 1 SHEET 1 OF ' ' ' ' ' ' ' ' ' ' ' FOR REDUCED PLANS 0 10 20 30 ,o 50 60 70 BO 90 100 EA 038901 EARLIER REVISION DATES ~1 I I I I I I I I I XS3592.DGN Vl.:I ~-- DIST. COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT NO. SHEETS 12 Ora 55, I 0. 13/0. 97 /'f() 2.02.. 31. 71 /32. 08 € pile--! Pile dfameter -,iams,~~ 406 ~il --~~ ~~ ~ I --~-~--~-L-~-~--~-l-~-4-15-97 h , ~ M, A. KRAMAN ~ -229~ .--" " I I I I I ,, ~, ,._ 44030 r \ "'~ ~-i-~ __ L_~_i_~ __ L_~-~-0 , , f ~\ ~§ * rxp. 6-30-9~* .~ ,~ ,~ T l--1 I_J T_J T-~T -~1 I I I : : z ill -"' L ___ _l __ ~_L Cl'll. ;\, ""'" :::, I_L7_L7-L7-L7_L7_J.....7 _ _l__ r-l___-1..l 0 + (\ 135°/ook [ 5 13 97 ~If w ca\'ilit I I I :::, > " I 1 __ r_J_r_[__ r··' -r ·'--r -'--r·-_T_L_I PIie re1nt@J,ot 7 , _ _1__, _ _J __ ,_J ' PLANS APPROVAL DATE z ,, I ~¼~ w ' ; j ; j ' ' I : I t----Plle cap refnf. Tf'B State of Callfornlo or Its afflcers or agents " " I ' PIie tmks parallel to I I • sh:J/1 not be rasponsfble for ti's accuraCj or <( I I I I I I completeness of elecfronlc copies of this pion steet. a: wall layout /loo & 1,///25 spiral D 150 mm ~ .J w ---lie,, pitch, see Nate II "-PIie cap relnf. -,1 •13 D 305 " ,;? >----[ pile ' .., w --•1~ total 2 V) <> 305 3 D 152 SECTION E-E r--l --PIie relrrf. > •13 rtJ stirrup I 6/0 w I§ a: spoclng I ,_ ._,;I 0 I• 305, <8 ~ ,-1 , F==' r->':' -,_ i '8 ill 6/0 5 min. MW25 sp!rol C/OH pile PILE CAP STEP DETAIL at 150 mm pitch ---~ f- DETAIL D Nate I, For d(!ffol/s not stmm. see ✓, SOUNDWALL - MASONRY BLOCK ON Pll£ CAP -DUA/LS NO. I" and "DITA/LS N0.2 " sleets. Nate JI, Wh3re sp/fces ore required, splrol relrrforcement shall be lopped BO diameters minimum. A 135 degree took toot Is moked around a Jongltudlnal bar sh:JI/ be used to termfoote tffl ends of t/'8 spfrol relnforcernerrt at fopped spl!ces and at tte top and baftom of too plle. cm Ground 1/ne /e;o/ on both sides of t/-e wall. IG-ZI Ground llne level on one side ar wall and sloped on tie opposite side. --------------- GROUND UNE I G-/ I _,,/' ~ ~ I G-2 I / ~ GROUND UNE ----... SP 14364 Pa SP 21546 Pa /' ---------~ V ~ / H s D f-:: s ~ P!le Dia Pile Relnf H H s ~ 7 Pile Relnf H / /829 4877 1219 305 •fyf'at.6 -/219 305 •13 tat. 6 /829 /829 48TT l31jY :Nl5 •13 tot. 6 /829 2438 4877 /617 305...-' •13 tot.6 4877 '1819 305 •13 tot. 6 2438 2438 4877 L362 305 '-•13 tot. 6 2438 3048 4877 2057 .,.., 356 *16 tot. 6 48TT /2/9 i'-J56 •15 tot. 7 3048 3048 4877 / 3048 356 ~ tat.6 3048 3658 4877 ,A'S/5 356 •19 tot. 7 4877 /295 356...._ •19 tot. 6 3658 3658 :%TT 38/0 356 •22 tM...6 3658 426T 4fiff 2819 406 •19 tat. 7 4877 1524 406 ·!9"'161..6 426T 4261 48TT 4261 406 •22 tot. 6' 426T 4RZr 3658 2896 406 •19 tat. 7 4877 1829 406 •22 tot. 7 r""'7 11177 3658 4261 406 •22 tat. 6 -NO SCALE PILE DATA ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE SHOWN MEDIUM WEIGHT MASONRY SW-6 STANDARD DRAWING '1 Rwlsed pile depth STATE OF BRIDGE NO, FILE NO. XS 3-151.3 "'""' BY 0. SOON jOECKED R.C. ANDERSON APP!IOYAL RECDIAENDED BY CALIFORNIA DIVISION OF STRUCTURES SOUNDWALL -MASONRY BLOCK ON PILE CAP llfSlCN DETALS DY R. YEE: jCl-l:CKED R.C. ANDERSON ~ 2 Rwlsed pile retnfarc/ng STRUCTURE DESIGN KILOlETER POST DATE 11/ 94 DEPARTMENT OF TRANSPORTATION DETAILS NO. 3 SUBMITTED BY R.C. A/VOERSON DESIGII SUPERW>OR 3 Remr.Ned tables OS OSD 2147A ( CADD 8/'35 l ORIGINAL SCALE IN MILLIMETERS cu 12208 DISREGARD PRNTS BEARING I REVISION DATES C PRELIMINARY STAGE ONLY l I SHEET I OF ' ' ' ' ' ' ' ' ' ' ' FOR REDUCED PLANS 0 10 20 30 40 50 60 70 80 90 100 EA 038901 EARLIER REVISION DATES ~1 I I I I I I I I I XS:5~.DGN Vl=I Cut blocks as required Mortar cap bond becm Top af footing or pile cop Mortar cap Praflle grade concrete barrier Top of footing or pile cap Mortar cop Bond becm at top and at 1219 be/0# -typtcof Jill blocks wtich have a wt surf ace shall hove cells fl/led with grout. TYPE I Nata : Slope batter sh:Jll f'KJf be flatter than I : I Mortar cap 203 mm block TYPE II Top of footing or pile cap ~---------r-----' 203 mm block Top of footing or pile cop Mortar cap *16 cont. at bond beams Proflle grade concrete barrier Mortar cap 305 mm wide block Horizontal band 254 mm wfde block. Sculptural pattern 194 typ/cof ARCHITECTURAL ALTERNATIVES £ Cell width to match 203 mm block /94 6iPl/oster b1u91 □□IDO □□l□□l[t 305 MM WIDE PROJECTING BLOCK Mortar cap S·13·97 PLANS APPROVAL DATE Tffl State uf Coflfornlo or !ts officers or agents sh::111 not be respcnsfble for too accuracy or completeness of e/ectron!c copies of tfis plan steel. NOTES• 305 mm w!de block not a/l(Mled within 1829 of prof/le grade. Nfernatfves using 305 mm wide projecting block wflt not be permitted on ft,, standard steet, "SOUNfJ//A/.1_ -MASONRY BLOCK ON PILES ". For structural detafls, see otOOr stoots. Type III not permitted for soundwalls with ''H" less tl>:in 3048. Tte end of tte wolf de/olls 111qt be used with Orr/ of tte standard supporting foundations for masonry block. Tte foundations sl'r:Nln for tte different types are for tie purpose af l/lustratlon only. 203 MM x 203 MM x406 MM BLOCK H R s T 3048 1219 -- 3251 813 610 - 3454 813 813 - 3658 10/6 8/3 - 3861 1016 /016 - 4064 1219 /016 - 42£1 1219 1219 - 4470 /016 813 8/3 467-'/ /016 1016 8/3 48T1 /016 10/6 10/6 H•3048 H•3251 TO H:4287 ?raffle grade concrete barrier H•447O TO H=4877 -Prof/le grade concrete barrier Top of footing or pile cap F!LE NO. XS 3-H.4 DESICH DATE 11/ 94 SINGLE STEP 2 STEPS TYPE III STANDARD DRAWING DESIGN 8Y 0.. SOON Cl£CKED R.C. ANDERSON APPROYilil. RECOMNENOEO BY f-DE_TA_L_S ~-"~R~-~Y=E=E~-----'---""""-----'-R"'.c"-. cc""ccDEccR__cSON=__J ~ 5UNTlED 8Y R.C. NiOERSON DESIGN Sll'ERYISOR OS 050 2147A ( CADD 8/95 ) 3 STEPS STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION TYPE IV END OF WALL DETAILS DIVISION OF STRUCTURES STRUCTURE DESIGN BRIDGE NO. Q.OIETER POST ORIGINAL SCALE IN MILLIMETERS CU 12208 DISREGARD PRNTS BE.ARING EARLIER REVISION DATES FOR REDUCED PLANS O IO 20 30 40 50 60 70 80 90 I 00 EA 03890! NO SCALE ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE SHOWN SW-7 SOUNDW ALL MASONRY BLOCK MISCELLANEOUS DETAILS REVISION DA TES ( PRELIMINARY ST AGE ONI. Y J I I I -DISTI COUNTY ROUTE I 'VJf!tETlRRoJEOcV lsHN~~TI s\irlrLs APPLICABLE WHEN CIRCLED• 12 I Ora 55, I I 3 ?: H:'.S2:68 l1'lt. lW2.. 0 z @SEE NOTE, ~ tiff',;~ (D-OUANTITIES SHOWN ARE "PER PLANT" UNLESS "BACKFILL MIX", THIS SHEET I. ALL SHRUB/GROUNDCOVER AREAS TO BE INSTALLED WITH ~ trfc ::le SHOWN AS SQYD OR SOFT APPLICATION RATES :::, ~ SEE DETAIL 75mm DEEP COMPOSTED GREEN WASTE ~ \.),ltllSCA,.<'£ 0 2 -SUFFICIENT TO RECEIVE ROOT BALL LICENsEDANDscA~~RcH1TECT s\l ~ '•-.; z 3 -DOES NOT APPLY TO MULCH AREAS SEE PLAN ~~ <J 70,,,_ <, UJ 0 @-AS SHOWN ON PLANS 2. REFER TO SOILS REPORT-WALLACE LABORATORIES DATED 5-13-97 :~I~~ 0 I .. SEPT . 25, 1996 FOR RECOMMENDATIONS FOR SOIL AMENDMENTS, PLANS APPROVAL DATE a: 5 -UNLESS OTHERWISE SHOWN ON PLANS BACKFILL, PLANT PIT SIZES, ETC. UJ @-SEE CALTRANS STANDARD PLAN CITY OF NEWPORT BEACH ~ 0.. 3300 NEWPORT BOULEVARD U)-SEE SO I LS REPORT 3. REFER TO SHEET HP-2 FOR ADDITIONAL NOTES NEWPORT BEACH,CA 92658 ".{ OF (~\,\~ 0 UJ V) PLANT LIST AND PLANTING SPECIFICATIONS LYNN CAPOUYA, INC. -3822 CAMPUS DRIVE, SUITE 120 > NEWPORT BEACH.CA 92660 ,.1 ~ * UNDERLINED PORTIONS OF BOTANICAL NAME INDICATE ABBREVIATIONS USED ON PLANTING PLANS "'3-'i ThJ ~ of C<ilfcrrio or Its rff/aJrs or agsdq sloll rd bll ~~ for trr, Ot:DJn10! ::s ;>; or cotrrielml!lss of ell!droric °"'" of Mis &{an sfrd. 0 QUANTITY HOLE BASIN IRON SOIL COMMERCIAL PLANTING LIMITS w PLANT PLANT >-V) SYMBOL BOTANICAL NAME COMMON NAME SIZE EACH SI ZEcmJ TYPE SULFATE AMEND FERTILIZER CD MULCH STAKING MINIMUM DISTANCE (ml FROM ON REMARKS <D -GROUP NO. > CD CD CDcm3J TRVD PVMT FENCE WALL PAVED EARTH CENTER 0 w DIA DEPTH PLANTING PLT ESTB WAY DITCH DITCH Cm> w O'. m I fi\ 0 0 ® ® V) I ABEL I A G. 'EDWARD GOUCHER' ABEL IA No. 449. I 7m2 11 --. 113 .28 ----2 2 2 2 2.5 1.0 SHRUB -w > >-w ., ++++++++♦♦ AGAPANTHUS AFRICANUS LILY-OF-THE-NILE No. I ( 1377. 27m2 10 0 11 --® ® . 113 . 28 --- -I I I I I .5 SHRUB O'. 0 2 ♦♦+♦ ..... ♦♦• X w A 3 BOUGAINVILLEA 'ROSENKA" BOUGAINVILLEA Na. I fi\ 105 0 0 11 --® ® . I I 3 .28 --- -2 2 2 2 2. 5 .8 SHRUB >-••••• "" 0 0000aaaaaaa0aa C 2019. 72m2 0 0 11 (8) ® . 113 .28 4 .............. BOUGAINVILLEA 'ROSEN KA' BOUGAINVILLEA No. I ------2 2 2 2 2.5 . 8 SHRUB 001>00000000000 00000000000000 5 CARISSA G. 'PROSTRAT A' PROSTRATE CARISSA Na. 1LJ'{ 2140., 64nf 0 0 11 --(_a) ® . I 13 .28 ----2 2 2 2 2, 5 I. 0 SHRUB '->->-I /j\ 717. 71m2 0 0 11 (_a) ® . I 13 .28 O<D 6 HIBISCUS 'GOLD DUST' N. C. N, Na. ------2 2 2 2 2.5 1.0 SHRUB w <D e-0 ( 758. 87m2 i0 0 (8) ® . 28 «w 0 7 RAPHIOLEPIS INDICA 'SPRINGTIME' INDIAN HAWTHORNE No. I 11 --. 113 - -- -3 2 2 3 3. 5 I. 0 SHRUB JZ w ::,C> " I /,\ 0 0 ® (8) (.)-(.) 8 TECOMARIA CAPENSIS CAPE HONEYSUCKLE No. 624.84m2 11 --. 113 . 28 ------ --- -2.5 3 1.6 SHRUB -' V) w «w ::c 5 .( i0 0 ® (a) (.)0 (.) B 9 -DISTICTIS BUCCINATORIA BLOOD-RED TRUMPET VINE No. 82 111 --. 113 . 42 --------- -3 3. 5 --VINE 10 .. FICUS REPENS CREEP I NG F I G Na. 5'--4' I 1~ ,0 0 111 --® (a) . I 13 .42 ------- ---3 3.5 --VINE 11 $ PHORMIUM TENAX ' GUARDSMAN' NEW ZEALAND FLAX No. 5 ~ -0 0 11 --® (a) . 113 .42 -- - -2 2 2 2 2. 5 2 SHRUB t 12 @ PHORMIUM TENAX ' SUNDOWNER' NEW ZEALAND FLAX No. 5 167 0 0 11 --® ® . 113 .42 ----2 2 2 2 2. 5 2 SHRUB ·~ 0 13 ® PHORMIUM TENAX 'MAORI CHIEF' NEW ZEALAND FLAX No. 5 198 0 0 11 --® ® , 113 . 42 --2 2 2 2 2.5 2 SHRUB a: --Ir <( w UJ I IGAZANIA RIGENS 336.46m2 ® t.!::iOr..u/ 450KG/ ® > ::c F 14 TRAILING GAZANIA FLATS ------- -100m2 100m2 ----2 2 2 2 2. 5 . 3 GROUNDCOVER 0 z ... 15 LAMPRANTHUS SPECTABILIS TRAILING ICEPLANT FLATS 4335.29m2 --® 450KG/ 450KG/ ® 2 2 2 2 2. 5 .3 GROUNDCOVER ... 100m2 100m2 -" -iii ~ K ~ 0 0 ® ® ® © w UJ 16 CHAMAEROPS HUM IL IS MEDITERRANEAN FAN PALM 61mm BOX 28 11 --1kg .09 2 --3 3 3 3 PALM C 17 ~) CHORISIA SPECIOSA FLOSS SILK TREE 61nm BOX 9 0 0 11 ------® ® 1kg .09 ® 9.5 --4.5 4.5 4.5 4. 5 © TREE 18 H LAGERSTROEM I A INDICA CRAPE MYRTLE 61nm BOX 19 0 0 11 --® ® 1kg .09 ® 9.5 --4. 5 4.5 4.5 5 © TREE X ~ w 19 □) LEPTOSPERMUM LAEVIGATUM AUSTRALIAN TEA TREE 61nm BOX 36 0 0 11 --® ® 1kg .09 ® - -4.5 4. 5 4.5 4.5 5 0 TREE ,_ 0:: < :::J •J ,_ I-20 MAGNOLIA GRAND I FOL I A SOUTHERN MAGNOLIA 61mm BOX 19 0 0 ® ® 1kg ® - -4.5 4. 5 4.5 5 0 TREE "' 11 --. 09 9.5 0 u 0.. V, w ") :z I-0 0 ® ® ® 0 < 21 PODOCARPUS GRACI LI OR FERN-PI NE 61nm BOX 12 11 --1kg . 09 9. 5 --4.5 4.5 4.5 5 TREE I= - I .... u ~ 0 0 ® ® ® 0 0 0:: 22 PRUNUS CERASIFERA 'NEWPORT' PURPLELEAF PLUM 61mm BOX 33 11 --1kg . 09 9.5 --4.5 4.5 4.5 5 TREE ,_ <{ , :z ... @ IOO"'t; ' i:! w z 23 WASHINGTONIA ROBUSTA MEXICAN FAN PALM 3. Im BT V 0 0 11 --® ® 1kg . 09 --10 --3 3 2 3 0 PALM ~ • SK INNED" "' (L J < 0.. <{ "" u @ @ 0 0 ® ® 0 ® ' Q 24 WASHINGTONIA ROBUSTA MEX I CAN FAN PALM 11 11 --1kg . 09 --10 - -3 3 2 3 PALM , SK INNED V) '-, ' C, , ' z ill < <{ 0 LEGEND BACKFILL MIX (BY VOLUME) :z _J SOIL AMENDMENT ( PER IOOm21 "' NEW LOCATION OF RELOCATED WASHINGTONIA FAN PALMS 24.69m3 ORGANIC AMENDMENT 151/. BY VOLUME ORGANIC AMENDMENT 0 .... 24.43kg AMMONIUM SULFATE (21-0-0) 142g AMMONIUM SULFATE (21-0-01 I @ NEW LOCATION OF RELOCATED CHAMAEROPS HUMILIS 24.43kg SINGLE PHOSPHATE (0-20-0) 142g SINGLE PHOSPHATE (0-20-0) ' 24.43kg POTASSIUM SULFATE (0-0-50) 142G POTASSIUM SULFATE (Q--0-50) ~ • .. =:~ ROCK BLANKET 366.20kg AGRICULTURAL GYPSUM I 360.8g AGRICULTURAL GYPSUM 1~:, ........ •,. "" I> ·"· i;] 'GREEN ,_ WASTE' MULCH < ,_ V, ALL DIMENSIONS ARE IN PLANT LIST t THIS PLAN ACCURATE FDR PLANTING WORK ONLY. METERS UNLESS OTHERWISE SHOWN. HP-1 I FOR REDUCED PLANS 0 ' 20 40 60 ' 80 I CI TY CONTRACT NO. r -..,n,.,,-CITY OWG. NO. n .-,:-"-, ,-1??1'\P 0 w >-"' VJ > 0 w w 0: VJ w > ,_ w ., 0: 0 ' w ,_ ., 0 '>->-000 w "' ,_o 0 -,w _iZ w ::, '-' "' u-u -' Vl w -,w :c uo u ';: ,.,, C a: "' "" w w > :,: 0 z ,_ '-' ,_ "' 3j "' w " el w ,-. er: ~ :J ~ f-u ' V, w z f-~ ,-. I ~ u ,-. er: ~ <( w a: a.. ... 0.. <( u.J u 0 l/l 0 z ... <( :z 15 ...J ... ' I j ' i!s u.J ,-. ... ,-. V, • • ....... ,.-- PLANTING NOTES I. A.THE PLANTING PLAN IS DIAGRAMATIC. ALL PLANT LOCATIONS ARE APPROXIMATE. PLANT SYMBOLS TAKE PRECEDENCE OVER PLANT QUANTITIES SPECIFIED. B. THE PLANT QUANTITIES SHOWN ARE APPROXIMATE AND ARE FOR THE CONVENIENCE OF THE CONTRACTOR ONLY. C. THE CONTRACTOR SHALL NOTIFY THE CITY OF NEWPORT BEACH OF ALL DISCREPANCIES BETWEEN QUANTITIES AND SYMBOLS SHOWN. 2. PRIOR TO PLANTING. THE IRRIGATION SYSTEM SHALL BE FULLY OPERATIONAL AND ALL PLANTING AREAS SHALL HAVE 100¼ COVERAGE. 3. ALL AREAS TO BE PLANTED WHICH HAVE A SLOPE OF LESS THE 3• I SHALL BE CROSS RIPPED TO A DEPTH OF SIX INCHES AND SHALL BE SPREAD EVENLY AND THROUGHLY BLENDED THROUGHOUT. 4. ALL PLANTING AREAS ARE BE MULCHED PER SPECIFICATIONS. 5. CONTRACTOR SHALL NOTIFY THE CITY REPRENTATIVE IN WRITING OF ANY DISCREPANCIES BETWEEN THE PLANS AND EXISTING SITE CONDITIONS.• -n n \ <'1'. ' ""'' --·· ------ THIS PLAN ACCURATE FOR PLANTING WORK ONLY . FOR REDUCED PLANS ",..,,,...,~, .. C::l"ai I:" '" ""' 0 ' 20 ' <O ' 60 ' 80 ' DIST COUNTY ROUTE 1"11,,.,c I ~"t 12 Oro 55, I ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN. CITY CONTRACT NO. CI TY DWG. NO. p_i:;:c:07-C:- PLANS APPROVAL DA TE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 LYNN CAPOUYA. INC. 3822 CAMPUS DRIVE, SUITE 120 NEWPORT BEACH,CA 92660 Tfe Sld8 d Calffornla or ~ cffTO¥s or O(J(Jft8 8/rJI/ Id bi, ret;pOM/tJe f'or ftJ/1 cJQU"«t' or OOlttitJhJno6s d (kcJron1c cctitl6 cf tfis &loo t!hlti. 6 FIC REP .. 18 DIC BUC LAM SPE ' \ ' .\ } \c..,d_c__ r,IJ I ??OR PLANTING PLAN SCALE I• 500 HP-2 FA 038901 ' X ' X r---t---1 ~ ?s 1---t--l ~ w 0 1--c1~-1 ~ 0: w Q. ,; ~ «I~ :> ~ >-<Il □ w V) > w 0: I-.. □ '>-□<Il w 1-□ □ w V) > w 0: w I-.. □ >-<O □ 0 w <I) > w 0: '-,, ""\;_ ,, ,", '1 --, i'i<'-, ', ~' ' \, .,:W _,z w :,o "' u-u -' V) w .,:W :c u □ u \,,,,,:,< \ ' ~-., . ' \ ,' ' ;",,, I-\ ' ' " 0 0: 0: .. w w > :c 0 74m2 AGA AFR. 4 LAG IND 63m2 BOU ROS z f- 0 f- Oil ~ w w 0 272m2 CAR PRO 7 POD GRA 129.90m2 RAP IND Hi-----l28B.20m2 TEC CAP 4 LAG I ND / /---/ .9 ,.,D_I S BUCi 151 '.4sm:z'., AM sPE w 0:: ::J 1-u w I- 53.63m2 RAP IND 15 I u 0:: <( w CL <( u VJ 0 z <( _J 65. 62m2 AGA AFR 4 147.3m2 3 WAS ROB ' 3. Im BT ,• 140m2 HIB GS 50.37m2 CAR PRO 8 CHA HUM 466. 70m2 MULCH I 13. 22m2 RAP I ND 494.90m2 BOU ROS , 68,70ITl~ C,IR. PRO --'52. 5m2 -TI'.c,cxe·:.' - 17. 36m2 21 ;\l7in'2 LAM SPE BOU ROS AGA AFR" LAM 504.48m2 LAM SPE 7 MAG GRA 59.46m2 HIB GD 36m2 ROCK BLANKET 18 PHO MC 11 PHO GUA 15 WASHINGTONIA PA 6 DIS BUG~ etrfc ~ .4 TO BE REL\)CA 75. 28m2 TEC CAP 206. 61 m2 CA~'-P 147.55m2 CAR PRO 105m2 BOU!RO .04m2 ROCK 20 PHO SUN LAN.K p:":;t "c·+--·.,g , 7 I . I m2 HI B GD 15 PRU CER 11 WAS ROB BT HEIGHT NOTED PHO SUN ihi; 439.07m2 LAM' 8 ,PHO SU1'1X MATCH TOP OF PALMS WITH OPPOSITE SIDE OF STREET 9 PHO GUA' .. 69. 07m2 AGA AFR 84. 50m2' HI B GD·- BEACH, -· //.> BOU ROS AGA AFR .• ✓ .-· •• ALL DI MENS rDNS· ARJ;: N< •. METERS UNLESS OTHERWISE ·SHOWN, THIS PLAN ACCURATE FOR PLANTING WORK ONLY. FOR REDUCED PLANS norr.:IN/\1 <::r111 i::-1~1 ,1111 11,c:-Ti:-o<:: 0 I 20 I 40 I 60 I 80 I CITY CONTRACT NO. r'-?AAc; CI TY DWG. NO. p_i;i;Q7-C:: DIST COUNTY ROUTE 12 Ora 55, I 5-13-97 PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH. CA 92658 LYNN CAPOUY A, INC. 3822 CAMPUS DRIVE, SUITE 120 NEWPORT BEACH,CA 92660 SHEET TOTAL NO. SHEETS /# 2.0%. 'PLANTING PLAN SCALE J 1 500 HP-3 cu !??()8 , ,; ~<\ ::,; >-<O D w <fl > w 0: , I- <( 0 '>-O<O w 1-D <(W _JZ ::, " u- _J Vl <(W uo I-"1: , n a: "' > 0 z " iii "' 0 i!; >-< >-"' 0 0.. V> z < "' >-.... 0 >-z ..., :::E >-"' < 0.. ..., C < z "' 0 ..... ' .J ~ ' 0 ..., >-< >-V> !;; s: D w <fl > w 0: w I-<( D >-"' 0 w "' u w I u C 0: <( w :,: I-I- ~ w w et: :::J f-u w f- I u et: <( w a_ <( u (/) 0 z <( __J I • ci z " ::, C z w C C <( 0: w a. C w 1/) > w 0: <8 27 RELOCATED WASHINGTONIA PALMS TH IS .SHEET ,,296, 24m2 .ROCK ,-BLANKET "64, 02m2 BOU ROS .-- 97:·21 m2 • O' 12+98. 64 I POT 13.3: 59m2 ROCK BLANKET 6 PHO MC ID PHO SUN 99; 58m2 ABE GRA: -• 225.60ni2 ROCK BLANKET .. trfo I .. "t BUC ROB DIST COUNTY 12 Oro ROUTE 55, I K I LOMETER POST TOTAL PROJECT 0. 13/0. 97 31. 7 I /32. 08 L 1 CENSEDANDSCA;~RCH I TE.CT 5-13-97 PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 l YNN CAPOUY A, !NC. 3822 CAMPUS DRIVE, SUITE 120 NEWPORT BEACH, CA 92660 SHEET TOTAL NO. SHEETS Tie StQ/8 rf Collfornla or ffs dYIO/Jf'S or agtJtts sh:111 ndb8 res{XXllilbltJ for tte tJOC/KaD/ or cctrt)ltlMass rf ~c CO()les rf ffis plor, shJet. f. 6 RELOCATED CHAMEAROPS HUMILIS THIS LOCATION FR 11<!ll!i 5 -290in2 LA SPE 6 PHO SUN 20. PHU 'A' ;t.J.-6-. iGS· "ROT: • H" I O+QO. 00 NEWPORT BEACH THIS PLAN ACCURATE FOR PLANTING WORK ONLY . FOR REDUCED PLANS 0 20 ,o 60 BO ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN. CITY CONTRACT NO. CI TY OWG. NO. ,... ..,,,,,,. ,.,, r,-,,.....,. PLANTING PLAN SCALE I• 500 HP-4 rl I I ??()P. 0 w >-<D VJ > 0 w w a:: VJ w > ... w <( a:: 0 ' ... <( 0 '>->-O<D w <D e-o 0 <(W ...JZ w :, " " u-u ...J VJ w <(W :c uo u ... :c , ~ C .1/1 a:: "' <( w w > :,: 0 z ,_ " ,_ iii ~ w w 0 i5 w I-0: ... :::i I-I-~ u ' VI w z: I-... a: I-I Is u I-0: ~ <t w a: 0.. ~ <t LU u C V) 0 z ... <t z: _J ~ ~ i ~ ~ ' '~ LU I-... I-VI • EXISTING CONTROLLER TO BE REMOVED AND RETURNED TO CITY OF NEWPORT BEACH PARKS DEPARTMENT. PROPOSED VALVE E-1 CONTRACTOR TO PROVIDE CONNECTION TO PROPOSED 'BASKIN ROBBINS PARK' CONTROLLER. RUN CONTROL AND NEUTRAL CONDUCTORS FROM VALVE E-1 TO CONTROLLER . PROPOSED 20rrm SERVICE -·-·· -·--·. =~xas~~t¥.-dl, CONTRACTOR TO PROV I DE A 'TEE' CONNECTWN fr. THE EX I ST I NG 50nm PVC MAINLINE SERVICE AND UHLIZE FOR PROPOSED 20nm MAINLINE. COORDINATE WATER METER 1SHUTOFF WITH CITY OF NEWPORT BEACH. . ~-, THIS PLAN ACCURATE FOR IRRIGATION WORK ONLY, FOR REDUCED PLANS 0 20 ,o 60 ~-----···· -------- 80 .. Irle I ~"t ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN . C I TY CONTRACT NO. CI TY OWG. NO. DIST COUNTY ROUTE 12 Ora 55, I KILOMETER POST TOTAL PROJECT 0. 3/0. 9 31 • 71 /32. 08 LI CENsEDANDscA~~RHI S-13·97 PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 LYNN CAPOUYA, INC. 3822 CAMPUS DRIVE, SUITE 120 NEWPORT BEACH,CA 92660 SHEET TOTAL NO. SHEETS 14G 202 Ttr, Sida d Cdlforfia or rts cffTCtJrs or (IIJ(lds shJ/1 ru bl, 1"861}(111slblf for ttr, ocaraoJ er ~ d tMClraic CtJf;/tJ6 d rtis pan sttd. IRRIGATION PLAN SCALE I• 500 HP-5 rl I I ".)'Jf'IP X / ,,,1 <,J--l ;S ,. ;a D w >-"' V, > D w w a: V, w > ... w "' a: D X ... "' D '>->-om w a, J-0 D «w ..,z w :J '-' "' u-u --' VJ w «w I uo u ';: "' 0 "' "' "' w w > :i: 0 z ... " ... ;;; ~ w w C ~ w ~ Cl'.'. ::::J I-f-a: 0 u X e; w :fi f-a: I-I Is u Cl'.'. I-<{ ~ w ~ Q_ 0.. <{ LU u Q V) Cl z < <( z: __J "" ~ ! i j I X 5 LU I-< I-V> • EXISTING CONTROLLER 'A' CONTRACTOR TO REMOVE EXISTING CONTROLLER ---~AND RETURN TO CNB PARKS DEPARTMENT. P.O.C.AT EXIST. 50rrrn WATER METER. CONTRACT- OR TO INSTALL PROPOSED 50mm RPBF AT WATER METER PER CITY OF NEWPORT BEACH STANDARD PLAN •STD-520-L AND CONNECT TO PROPOSED 75rrrn G. I. MA I NL I NE. FINAL LOCATION OF RPBF TO BE APP'D BY THE CITY OF NEWPORT BEACH STATIC PRESSURE• 620.5 kpl 0 z ::, ::, C z w C C "' "' "' a. C w V> > w "' <~L REPLACE WITH A RAINMASTER DXl2FPS-05-RF CONTROLLER AND RUN CONTROL AND NEUTRAL CONDUCTOR WIRES TO VALVES A-I THROUGH A-5. PROPOSED 50rrrn SERVICE CONNECTION AT EXISTING 40rrrn RPBF. CONTRACTOR TO ABANDON IN PLACE>"---__ _, EX I ST I NG MA I NL I NE AND REMOVE EX I ST I NG f,P,Bf AND' • RETURN TO C. N. B.. INSTALL NEW RPBF PER c;J'ffB-c,, .. STANDARD PLAN •STD-520-L. CONNECT PROPOSED 50nui cs-ccc.,,c~•~" M NL·(NE TO PROJ''()$EQ,40rrrn RPBf;·. VERIFY 414 kpl PRI TO CONSTR C)'·ro!ll;· ' • : ; -. --, . f"·•·"'"'' ,s.,> . , ,, -. ~--[ --~A··'0--__ -~--\ ..•. ·•. --· ... , • •<:,'.,.,ct4i!~c ,"_,:, !'' \, . ' • ' ·, \ ~ . \ 38-A-1-124 38-A-2-143 38-A-3-161 38-A-5-1 . '·: ' 'f., ·-. '-1,,. '._ MAXIMUM DEMAND• 226 L/M FOR REDUCED PLANS ,..,,..,,._,.,,. .. , P.O.C. AT CONTROLLER 'C' CONTRACTOR TO INSTALL A RAINMASTER X42-PST-05-RF, 42-STATION CONTROLLER / ENCLOSURE. FINAL LOCATION TO BE APPR'D CITY OF NEWPORT BEACH. COORDINATE , 60HZ. , I 5AMPS CONNECT I ON BY OT~tR~. 38-C-I 4B-I I ' "38SC<-T 1 B 0: •·35-ccs I -JJ ::_l~~'T'9 .oi.-J&~t 6 '1---,<r- '-'--1.<-. 38-C-17-11 I BEACH .. ,,.,c I ~Tt DIST COUNTY ROUTE 12 Ora 55, I PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 LYNN CAPOUYA, INC. 3822 CAMPUS DRIVE, SUITE 120 NEWPORT BEACH, CA 92660 SHEET TOTAL NO. SHEETS I'll ~oz. Tm Slam r:f Cdffcrnla or ff1; tffToenJ or <T,Jl!Jml 11fr:JII rd be /lJ5fXJM/bl& form, o:wraoJ or C<Yrad'rJrto# rf fJ/ectrrxie oo,;ios d tN11 JJ/'111 fflllll, Sc-C-31-113 B-D-12-1 19 0 0--113 ··NOTE• 'I. CONTRACTOR TO PROV I DE IN-LI NECHE CK VALVES FOR ALL LATERAL LINES WITH CHANGES IN ELEVATION GREATER THAN 5'. 2. CONTRACTOR TO ABANDON IN PLACE ALL EXISTING IRRIGATION BELOW GRADE EXCEPT VALVES AND QUICK COUPLERS. VALVES, QUICK COUPLERS, VALVE BOXES, HEADS AND ALL OTHER MATERIALS TO BE RETURNED TO THE CITY OF NEWPORT BEACH 3. PROTECT IN PLACE ALL EXISTING WATER ME-TERS, RPBF, CONTROLLER AND ENCLOSURES AND ELECTRICAL METERS. EX I ST I NG 'CONTROLLER 'B'/ ·,.·. ', CONTRACTOR . TO REMOVE Ex'I sr}Nd .. roNTRQLLER AND RETURN TO CNB .PARKS--DEPARTMENT .. REPLACE WHH A RA I NMASTER 5-B-7-106 3 -B-6-89 DX I 8°PSF05-·Rf CONTROLLER' ANIJ.. RUN/CONTROL AND NEUTRAL . C0NpUCTOR WI RES. TO YALV_ES, '8~ I TH.RO).,J_GH., ~0i 4. IRRIGATION PLAN 38-B-2-72 IRRIGATION WORK ONLY . ALL D l'ME~:ib~;, All-E:_ IN> . METERS UNLESS OTHERW 15£0-SHOWN, SCALE I, 500 HP-6 0 ' 20 ' 40 60 ' 80 CITY CONTRACT NO. r_,;oo~ CITY DWG. NO. n r::c,;7 "" rl 1 I ??(HI. , 0 z 2 :::, C z UJ C C "" < -<l ~ ~ "' ::a UJ ._ 0 C w UJ >-"' V> "' > > 0 w UJ w 0: "' "' w > I-~ w .. 0: 0 , I-.. 0 '>->-om w ro 1-0 0 «w JZ w ::, " "' u-u _,"' w «w I • ·, uo u ' " ... " C -~ "' a: .. w UJ > I 0 z I- " I- ;;; ~ w UJ 0 ~ w !;;; 0: :::) I-I-@i u , a. w V, :ti I- I= I 12•'00 QLD NEWPORT-BLVD_ ~ u 0: I-<{ z: I:! w "" Cl... ... a. <{ Lu u Q V1 0 z ... <{ z: _J "" 0 .... ' j ; l , ·o Lu I-... I-V, t Q-/-- ,' i ij/ ,,/ __ ;,/ NOTE• I. CONTRACTOR TO PROVIDE IN-LINECHECK VALVES FOR ALL LATERAL LINES WITH CHANGES IN ELEVATION GREATER THAN 5'. z. CONTRACTOR TO ABANDON IN PLACE ALL EXISTING IRRIGATION BELOW GRADE EXCEPT VALVES AND QUICK COUPLERS, VALVES, QUICK COUPLERS, VALVE BOXES, HEADS AND ALL OTHER MATERIALS TO BE RETURNED TO THE CITY OF NEWPORT BEACH 3. PROTECT IN PLACE ALL EXISTING WATER ME-TERS, RPBF, CONTROLLER AND ENCLOSURES AND ELECTRICAL METERS. .. ,,.,c I l"'t DIST COUNTY ROUTE 12 Ora 55, I S"-J:5-"17 PLANS APPROVAL DATE CITY DF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH.CA ~2658 LYNN CAPOUYA, INC. KILOMETER POST TOT AL PROJECT D. 13/0. 97 31. 71/32.08 3822 CAMPUS DRIVE. SUITE 120 NEWPORT BEACH.CA 92660 SHEET TOTAL NO. SHEETS l'18 2.o2. 4. CONTRACTOR TO REMOVE EXISTING CONTROL AND NEUTRAL CONDUCTOR WIRES FROM MAINLINE AND FLUSH TD REMOVE DEBRIS, RUN NEW WIRES FOR VALVES 0-9 THROUGH 0-13 FROM A PULLBOX IN THE MEDIAN BACK TO THE EXISTING RAINMASTER CONTROLLER. ThJ ~ cf Cdlf«nkJ ct' ffs r.ff/O!Jr8 « u,JN'h 11/rJ/I tr.t biit f!J61)0f181blo fct' Me r,a;vrbo/ ct' ootrpffl/JSS cf t!ltdrorlc C1¥]1os r.f rtts 1'an 8fetlt, 51 -C-26-1 I I • 51 -C-25-164 51-C-24-158 ... ,.-':, ... -·-: - ----.-·:;..- ·. -. __ . ·')_'.,._r"·;,,,. ··PROPOSE0--5drrm SERVICE "' C0Nt/ECT I ON: 4 T EX:I ST;I NG 50rrm MA I NL I NE STUBOUT, ; CONTRAt!"TOR'-TO· INSTALL 50MM GATE VALVE AND CONNECT . <• .• ----:. TO EX I ST I NG STUBOUT. ;§j; coortb'i NHE SHUT-OFF OF WATER METER w I TH :cHY:OF. N[WPOR1' BEACH, VERIFY WATER PRESSURE OF· 620. 5 /kpl J. ' ' '·' ' ' PR I OR TO CONSTRUCT I <lN. NEWPORT BEACH _..,. .. - -EXISITING 5QJ'rro MAIN'.\_lNE: A~iJ ¢0NDUIT . < SEE NOTE -ABOVE.)-• • ... ------ ' PROPOSED CONlROlLER • d; CONTRACTOR BTAl'N A, S.ET OF ''NEl'IPCiflT BLVD. MED I ANS, L NDS\;APE DR~WI NGS\.FROM THE/CITY, OF NEWPORT 8.EACH, RR I OR TO;'COr:1° i ·, : STRUCT I ON. UN, G,ONT.RQCo ANO l'/EUTRi,l; WIRES :FOR VAL Dell THROUqWD-\3/TO PROPOSED RA INMAS'TE.R CONTR.01:.LER. ,,-• • 'e I . ,. •. IRRIGATION PLAN THIS PLAN ACCURATE FOR IRRIGATION WORK ONLY. ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN. SCALE I• 500 HP-7 FOR REDUCED PLANS 0 20 '° 60 80 CITY CONTRACT NO. CITY DWG. NO. --• -"". --.. -' ' ,... _,.,,.,.,,.. n ,-,,-,.,,7 I X PLUS/MINUS 5¾ z 0 "' w ~ >-DISCHARGE § >-"' § <( % w 0. -"' >-=> V, J >-<( V, => J 0 m w <( "'"' ;::; " 0. MANUFACTURER/ "' WW E " X >->-0. 0. "' ' ' <( V, >-MODEL NUMBER DESCRIPTION V, 00. J J "' .. ~ TORO 570S-IOQ-PC SHRUB SPRAY 90 206. 8 I. 3 --3. 05 -- <) TORO 570S-IOH-PC SHRUB SPRAY 180 206. 8 2. 5 --3.05 -- 0 TORO 570S-IOF-PC SHRUB SPRAY 360 206.8 5.0 --3.05 -- 0 w TORO 570Z-12PQ-IO-PC SHRUB POP-UP 90 206. 8 I. 3 3. 05 -->-V, " --m -> 0 w .. TORO 570Z-12PH-10-PC SHRUB POP-UP 180 06.8 2. 5 --3.05 --w 0: V1 -w POP-UP ti. 6 > >-V TORO 570SH-12-PC SHRUB 180 206. 8 --3. 66 --w <( 0: 0 X TORO 570S0-12-PC SHRUB POP-UP 90 206. 8 I. 8 --3.66 --'iC V <( 0 t TORO 5702-12-PC SHRUB POP-UP 90 206. 8 I. 8 --3.66 -- ~ TORO 5702-12-PC SHRUB POP-UP 180 206. 8 3.6 --3. 66 -- '>->-O<D @ TORO 570SF-12-PC SHRUB POP-UP 360 206. 8 7.2 --3. 66 --w m >-O 0 <(W JZ w V TORO 570SQ-15-PC SHRUB SPRAY 90 206. 8 2. 8 --4.6 --'"' "' u-u _J V1 w TORO 570SH-15-PC SHRUB SPRAY 180 206.8 5. 7 --4.6 ---,w I V uo u 0 TORO 570SF-15-PC SHRUB SPRAY 360 206. 8 II. 4 --4.6 -- v TORO 570Z-12P-150-PC SHRUB POP-UP 90 206.8 2.8 --4. 6 -- I-❖ TORO 570Z-12P-15H-PC SHRUB POP-UP 180 206. 8 5. 7 --4.6 --,: ' lui 0 TORO 570Z-12P-4-SST 137.4 2.5 I. 2x a: ~ POP-UP SIDE STRIP ------er <( 7.32 w l,J . 6x > r TORO 570Z-12P-4-EST POP-UP END STRIP 137.4 I. 3 --0 e --I. 8 -- I-z I-. 6x " -• TORO 5702-12P-2-SST POP-UP SIDE STRIP --206, 8 . 34 --I. 8 --iii ~ w l,J TORO FB-50-PC C 0 TREE BUBBLER --206. 8 1.9 -- @ TOROXP300S-0-07 SHRUB ROTOR 90 241. 3 5. 4 --11 0 TORO XP300S-140-07 SHRUB ROTOR 140 241. 3 8.4 --11 -- @ TORO XP300S-H-07 SHRUB ROTOR 180 241. 3 10.8 --11 -- X i5 w G) TORO XP300S-225-07 SHRUB ROTOR --0:: 225 241.3 13.6 --11 .... ... ::::> .... f-© ROTOR >I. 4 11 cc TORO XP300S-F-07 SHRUB 360 241. 3 ----0 u CL w V, ® :z f-TORO XP300HP-0-07 HIGH-POP ROTOR 90 241.3 5.4 --11 --~ -::c @ TORO XP300HP-H-07 HIGH-POP ROTOR 180 241, 3 10.8 --11 --~ u .... 0:: G> :z <( TORO 306-10-03 SHRUB ROTOR 135 241. 3 7. 7 --8.53 -- ~ w ® TORO 308-10-03 SHRUB ROTOR 180 241, 3 10.53 --8.53 --cc a.. ~ <( ® ... u TORO 310-10-03 SHRUB ROTOR 225 241.3 5. 5 --8.53 --0 l/l ' 0 @ TORO 316-10-03 SHRUB ROTOR 360 20. I 8. 53 z 241.3 ----... <( ~ _J @ TORO 304-12-03 HIGH-POP ROTOR 90 241.3 5. 2 --8.53 -- X "= I ! > jj -~ ... .... ... .... V, • I I SPRINKLER SCHEDULE ! z ~(J) RISER ~ w >-~ 0. % 0. "' 0 00 "' ~ w w o>-<( <( MATERIAL ! N % ,' V, "' 0. J "' 0 % "'"' "-0 V, J V, <( w "' w w o-WO ~ N ~ J>-w OJ :' ~ w 0 ~ ::: "' 0. % V, zo z >- "' >-<( V>W => <( "' 0 >--"' w J >-~> "->->-w V, <( :' >-N w>-.;; , ow "-V, z , 0. <( > w <( N J 0. 0 0 <( "' -o 0 >-J J '::' w " 0 :::~ mo. 0 OU <( >-<( "' z 0. <( 0. "' V, p --12. 7 ----------I X -- ---- p --2. 7 ----------I X X ---- p --12. 7 ----------I X X ---- p --12.7 -------- ---------- -- p --12.7 ------ -- ---------- -- p 11 --12. 7 ---- -------------- p --12. 7 ----------11 -------- p --12. 7 ----------11 ------ -- p --12. 7 ----------11 -------- p --12. 7 ----11 -------------- p --12. 7 -------- --11 -------- p --12. 7 --11 -- ---- -------- -- p --12, 7 ---- ------11 -------- p --12, 7 ---- ---- ------------ p --12. 7 -- ------------------ p ----12. 7 ---- -- -- ------ ---- p --12. 7 ------------------- p --12. 7 -------- ---- -------- p --12. 7 ----------11 X -- -- -- p --19.05 ----------I --X ---- p --19.05 ---- ------I --X ---- p --19.05 ----------I --X ---- p --19.05 ---- ----I X -------- p --19.05 ----------I --X ---- p --19,05 ---------- -- -------- p --19.05 -------------------- p --19,05 ------ ----I --X ---- p --19.05 ----------I X ------ p --19.05 ----------I X ------ p ----I X X ----19.05 ---- ---- p --19.05 -------------- ------ THIS PLAN ACCURATE FOR IRRIGATION WORK ONLY. FOR REDUCED PLANS ,-~,,-,_,_, r~•, r ••• " ' 20 ' ,o ' '" ' >-% 0 , "'w % 0. ->-3'>- V, - 111 111 111 I I 111 111 I I 111 111 111 111 I I I I I 111 111 111 111 111 111 I I 111 111 111 111 I 80 ' I >-"' 0 0. 0. => V, "' w V, QC X X X -- -- X X -- -- X X X X -- -- -- -- -- X X X X X X -- -- X X X X -- I .;; 0. >-C: """ WO J>-~o %W ->- "'0 0. "' V, 0. -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- o I sTI couNTY I ROUTE I KILOMETER Posr 1:sHEETITOTAL TOT AL PROJECT NO. SHEETS 12 I Ora I 55, I I 3?: H~S2:\\8 1149 I aoa ~ lrfc \~ ('._~~ 'L\..).lUISCAPt~ J LICENSEoiNoscA;~RITTrEcT ~~~-<$ iii$"-;.%i REMARKS © © © ®® 0® © © ®® @(]) © © © © ®® @(]) 0 0 0 © © © © © © 0® 0® © © © © 0 ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN . CITY CONTRACT NO. CITY OWG. NO. n_cco,_,:-- S·l3-~7 : ,'ffiisr 1: -PLANS APPROVAL DATE CITY OF NEWPORT BEACH ~;.~""'~ 3300 NEWPORT BOULEVARD f' OF ct.\'. NEWPORT BEACH, CA 92658 LYNN CAPOUYA, INC. 3822 CAMPUS DRIVE, SUITE 120 NEWPORT BEACH,CA 92660 Tts Std8 rf CO/fforfia er Its dflot/1'$ cr QIJ8l"h st,,JI rd be r86P)f1Sfble fer fttJ aoo.raq er w,i,1111""'88 rf MC/rode (XJlie8 d tfls plan 6/M. x, DENOTES REQUIREMENT APPLICABLE WHEN CIRCLED• (J)-ARC STOP SHALL BE FITTED WITH A NUT AND BOLT. 2 -VINYL-COATED CAST IRON HOUSING 3 -SW I NG JO I NTS REOU I RED ADJACENT TO SHOULDERS, CURBS, SIDEWALKS AND DIKES. 4 -UNLESS OTHERW I SE SHOWN ON PLANS 5 -SEE SPECIAL PROVISIONS LEGEND @ PIPE AND HEAD BELOW GRADE $ PIPE ABOVE GRADE, HEAD BELOW GRADE PIPE AND HEAD ABOVE GRADE p PLASTIC NOTE• IN-LINE CHECK VALVES SHALL BE INSTALLED FOR ALL NON-PRESSURE LATERAL LINES AT EVERY I. 5m CHANGE IN ELEVATION. SPRINKLER SCHEDULE HP-8 ! f'I I I ??nR I FA O"l8901 X , \ 0 w ► VJ "' - 0 > w w er VJ -w > ~ w <{ a: 0 X 'j: <{ 0 '>-► om w "' t-0 0 <{W JZ w ::,<:> "' u-u _, V) w <{W :,: uo u ';: • 0 0: l: <( Id UJ > :,: 0 ,_ z ,_ " -iii ~ Id UJ 0 (i!; w ,-0:: < ::) ,-I-cc X ~ u "' w :z I-g -I ~ u 0:: ,-<( :z !;!;! ,-w cc a.. < 0.. <( "' u Q V) ' 0 z < <( ~ __J ... ' i ; ! ,'5 "' ,-< ,- "' • I I I DIST COUNTY I ROUTE \'cfr~Ei~i.rE~v 1siEJ.1j s1i1Ar\ SPRINKLER SCHEDULE 12 Ora I 55, I 37: H~g2:68 11501202 ~ trio ~ C.1r.v: I z ~(J) RISER w PLUS/MINUS 5¾ <:> a. w \.t,~OSCAPt z 0 ~ ► LICENsEDANDscA~~RCHITECT cr ~ z a. C> ~~ J ~ cr !:: ?ti S17$,;%~ w ~ DISCHARGE w u .. cr MATERIAL I ~ 0 ~ § w 0~ " a. _, .. z ~ "' .. zw a. -cr _, ~ => 0 ► .. VJ <D w .. cr VJ " a. cr WW • MANUFACTURER/ a. a. cr ' ► ► 0 a. _, "' ~ MODEL NUMBER DESCRIPTION VJ @ TORO 306-12-03 HIGH-POP ROTOR 135 241.3 8.2 @ TORO 308-12-03 HIGH-POP ROTOR 180 241.3 10.3 (8) 4.6-TORO 304-10-15 SHRUB ROTOR 90 241.3 7,92 4,9-@) TORO 306-10-15 SHRUB ROTOR 135 241.3 8.2 6.4-® TORO 308-10-15 SHRUB ROTOR 180 241.3 10.9 @ 8.0-TORO 310-10-15 SHRUB ROTOR 255 241.3 14.8 12.9-@ TORO 316-10-15 SHRUB ROTOR 360 241.3 21,8 @ TORO 304-12-15 HIGH POP ROTOR 90 241.3 5.5 @ 307-12-15 POP ROTOR 158 241.3 5.6-TORO HIGH 9.6 ® TORO 308-12-15 HIGH POP ROTOR 180 241.3 11 SIZING FOR CL 200 PVC PIPE SPRAY AND BUBBLER SYSTEM • HEAD UNITS PER PIPE SIZE LIM PER 20mm 25mm J 30mm 38mm 50mm SYMBOL HEAD (99-132 1133 LIM UNIT HEAD UNIT (0-32 LIM) 133-60 L/MH61-98 L/t.4) AND OVER) LIM) " ~ 0.5 2.5 0-15 16-24 25-39 40-53 54+ ~ "' 1.0 " 2.0 " ,;, 0.5 3.6 0-10 11-17 18-27 28-36 37+ V v 1.0 V .. 0.5 5. 7 0-6 7-10 11-17 18-23 24• V v 1.0 @ 2.0 ~ 0.5 4.5 0-8 9-13 14-21 22-29 30+ B 1.0 ■ 1.0 .34 0-1 l I -- ------ 0 1.0 .95 0-40 41-64 ------ SIZING FOR SCH 40 STEEL PIPE SPRAY AND BUBBLER SYSTEM • HEAD UNITS PER PIPE SIZE 20mm 25mm J 30mm 38mm 50mm SYMBOL HEAD LIM PER (84-113 U 14 LIM UNIT HEAD UNIT (0-30 LIM) (31-45 L/MH46-83 L/t.4) LIM) AND OVER) .. ~ 0.5 2.5 0-12 13-18 19-33 34-45 45+ ~ "' 1.0 " 2.0 " ,;, 0.5 3.6 0-8 9-12 13-23 24-31 32+ V v 1.0 V .. 0.5 5. 7 0-5 6-8 9-14 15-20 21+ V v 1.0 @ 2.0 FOR PIPE SIZE, ADD NUMBER OF HEAD UNITS DOWNSTREAM FROM PIPE EXAMPLE• 3(V )+ 6( 'V)+ ICO> l. 3(0.5)+6(1.0l•I (2,0l• l.5•6.0+2.0•9.5CUSE 3/, PIPE> NOTE1 PIPE SIZING FOR ROTOR SYSTEMS AS INDICATED I N a. § z -c VJ VJQC 4. " 0 0 a. crcr -.,; -v ~ _, in z «w cr w u w VJ => wo REMARKS S· 15·97 :1~:~ .. o-Wu _,~ w UJ VJ :' N '!c , VJ _,~ VJ u ~ :'. cr a.z VJ zo z ~ ~u PLANS APPROVAL DATE => _, oc w ~ .. VJW => ., cr 0 ~ -" C>W QC zw 0 w _, ~ ~> 4. ~~ w VJ .. C> za. w -~ " X ~ N w ~ in, uw 4. VJ z , a. .. > w w -► VJ oco CITY OF NEWPORT BEACH ' .. N _, a. -o 0 _, N .. ~ ~/; -----i:im-~~ _, cr ., .. 0 00 ., cr 0 ► _, v,-oc a. cr 3300 NEWPORT BOULEVARD " z zz a. .. <D a. OU .. ~ a. .. " "'a. 'i' OF C~~~ C> VJ NEWPORT BEACH, CA 92658 --8.53 --p --19.05 ---- ---- ---- --------I -- --@ LYNN CAPOUYA, INC. 3822 CAMPUS DRIVE, SUITE 120 8.53 --p 19.05 ------ ----------I ----@ NEWPORT BEACH, CA 92660 -------- Tfe Staled' Oallforria or /ti; d'ffOtJrs or 0(/tllts sm/1 tdbe ras,:a,slble fa-tt1I rxx»rcq 4.6-p ------X 111 X --© or ~ d' (i(Jdr()rlc cctifJd tf ffit1 fM¥I shfd. ----19.05 ------ ------ --7.92 4.6-© IRRIGATION PRESSURE CALULATIONS --p --19.05 ---- -- ------ --X -- --111 X --PACIFIC COAST HIGHWAY\ROUTE 55 --7.92 -- VALVE •-25 4,6-© ----p --19.05 ------------I ------111 X --170.34 LIM and 620.5 kps 7.92 © ELEVATION CHANGE 12.Sm x .433 122. 2 4.6-I 111 X --7,92 --p --19.05 --------------------MAIN 76.2m ~ .44/30.48m 7. I 75mm GALV. 4.6-© 65mm GALV. MAIN 350m ~ I. 28/30, Sm 100.4 --7.92 --p --19.05 ------------I ------111 X -- 50mm BACKFLOW 62. I I --@® 50mm METER 7. 6 --8.0 --p - -19.05 ---------------------- . 6X @ 50mm VALVE 24. 8 ----p 19.05 ----------- ---------I --- -GATE VALVES 8.28 I. 8 -- @® LATERALS 34.5 --8.0 --p --19.05 ---- ----- -----------I ---- TOTAL 358.2 kpS EQUIPMENT LEGEND HEAD OPERATION 241. 3 kps SYM DESCRIPTION SYM DESCRIPTION 599.8 kps MATCO 754 SERIES BALL AVAILABLE 620.5 kps ~ WATER METER BY OTHERS l:,, VALVE RESIDUAL 20. 7 kps 0 RAINBIRD •44 QUICK EXISTING WATER METER COUPLER FEBCO 825Y RPBF CLASS 315 (50mm OR LARGER> VALVE CODE [ZJ SIZE PER PLAN ,_ OR SCH 40 (40mm OR SMALLER> RCV SIZE Cmml EXISTING RPBF PVC MA I NL I NE, 18' BELOW GRADE /4 IRRIGATION CONTROLLER __ SCH 40 GALV. STL. MA I NL I NE, CONTROLLER STATION RAINMASTER EVOLUTION ON GRADE L/MIN '91 DX2 EVS42-PED-SS CONTROLLER --CLASS 200 LATERAL LI NE, 711. 2mm IN STAINLESS STEEL ENCLOSURE 12' BELOW GRADE C 3£-c-8'1-8!) I I EXISTING CONTROLLER --. SCH 40 GALV. STL . LATERAL LI NE, ON GRADE (l) D GRISWOLD DW-PRV SERIES SCH 40 PVC SLEEVE, I ' __ , ,/ REMOTE CONTROL VALVE __ , 2X DIA. PIPE 344. 17mm {> CONNECT TO EXISTING I'-"'-' SCH 40 CONTROL AND NEU- I 177. 8mm I TRAL CONDUCTOR CONDUIT I I 1M] GRISWOLD 2230 SERIES MASTER CV W/ EPOXY COATING• I"-* $/ ® RAINMASTER EVFM-P200 Mounting Pad <( FLOW SENSOR ----------I~ ~ RAINMASTER EV-SEN-ADJ Ground Clamp (Bronze) ~ !ID -MOISTURE SENSOR ~ ----=:: ~ "' FRONT (XJ "' CONTRACTOR TO PLACE SPECIAL ORDER ~. •NOTE= FOR VALVES W/ EPOXY COATING FROM THE FACTORY PRIOR TO CONSTRUCTION TO INSURE t :> .. ;1 ; > ~71---. 90 Sweep PROMPT DELIVERY. CONTACT GRISWOLD : ~-. I/ ,p *" CONTROLS AT (714) 599-6000. EV-Cab-Com cable, :1 I I Stations 25-48 If appl tcable If appl !cable ""-11 Placesj I 83. 25.4rrrn Conduit I I 12.2mmx25.4mm-4 83mm L'-==~ -L __ THIS PLAN ACCURATE FOR FOR REDUCED PLANS nr.>!f':!I••~• ,::,-., ,:-'" "", ,.,rTr,..,<"" 304. Brrm Apart I JOY Power supply 15.875mm X 2.44m Long Copper Ground Rod IRRIGATION WORK ONLY. 0 ' 20 ' ◄O ' 60 ' BOLT TEMPLATE -' L 90" Sweep NOTE1 Stations 1-24 A. 939.8mm Top Lid Closed, 736.6mm Top Lid Open B. 388.62mm Door & Lid Closed, 762rrm Front Door Open Front view C. 388.62mm Door C I osed, 414.02rrm Front Door Open Pedestal I nsta I I at r on Detat I 80 ' I ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN. C I TY CONTRACT NO. r-?POC: CITY OWG. NO. r, i::r:.n7 __ ,.. SPRINKLER SCHEDULE HP-9 0 w >-m V) 0 > w w a: V) w > I-w <{ a: 0 ' w I-<{ 0 ,,_ >-om w m 1-0 0 <{W -.,z w :,<, "' u-u -' V) w «w I uo u ':; in 0 0: a: .. w "' > :c 0 z ,-,-" en ~ w "' 0 i!lj w I-0:: ~ :::) ls f- a.. u V, w z f-< a: I-I ... u 0 0:: I-:z <,: u.J :::E w I-a: a. < a.. <,: u.J u Q 1/) 0 z < <,: z __J is ": I ' a. ' 0 u.J I-~ V, t ,. "-"'•·-- CCM'ACTED GRADE 50ml MAXIM.J.1 VERTICAL RELIEF BE1WEEN THE TOP OF ROCK SUlFACE AND MJRTAR FILLER '•' MAXIM.J.1 VERTICAL RELIEF BE1WEEN THE TOP OF ADJACENT ROCK SLRFACES 3.05m TRANSITION (MIN) TO GROUND LI E ROCK C FLAT SIDE UP> EMlED SO-I. TO 80-1. IN CONCRETE OR EDGE OF SHOULDER CES) SAND • **" I I OOrrm Jr 2-IOOTm MAXIM.J.1 SEPARATION BE1WEEN EXPOSED ROCK SURFACES AFTER MJRTAR IS APPLIED --...c: ADJACENT ROCK AND MJRT AR TO BE 25'Tm BELO/I EXISTING CURB DI KE OR SHOULDER EXISTING CURB, DIKE OR SHOULDER EX I ST I NG GRaJND LI NE ---.0: = =, SECTION ROCK BLANKET (TYPE OOTE• • I ' FOR TYPE I AREAS 2' FOR TYPE 2 AREAS 1 AND 2) 3' MIN. DEPTH SAND OR CONCRETE BASE•• •• CONCRETE BASE FOR TYPE I AREAS SAND BASE FOR TYPE 2 AREAS NOTES• TYPE I USE IN GORE AREAS UP TO 7.63n WIDE BE1WEEN ES TO ES TYPE 2 USE IN AREAS WI TH IN 9. 75m OF ETW EXCEPT IN GORE AREAS TYPE 3 USE IN AREAS BEYOND 9. 75m OF ETW FOR REDUCED PLANS ,,_..,,,,...,_,,t ,::,,-~, C-•~• "", ,ur,rt>._.. .. Irle I ~"t SECTION ROCK BLANKET (TYPE 3) MORTAR OR CONCRETE HEADER DIST COUNTY ROU1E 12 Ora 55, I 5-1.9·97 PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 LYNN CAPOUYA, INC. KILOMETER POST TOT AL PROJECT O. I /0. 9 31. 7 I /32. 08 3822 CAMPUS DRIVE, SUITE 120 NEWPORT BEACH, CA 92660 SHEET TOTAL NO. SHEETS 1s, 202 Tlr, StdD rf C4/!rorria or 1tl; rfffcers or Q(lfJfts &half rd tie l'MtJ(JMT/ile fer fftJ DDDt.RIJ or ~ r, et«:Jrodc ~tJS <f ma /Jon 6htttlt. LANDSCAPE AREA =s 30" \J 50ml c::::--------: --. -,...,,---zr-. • =111------·'- 1=111=111=111- PVC M)ISTUlE BARRIER ELEVATION MORTAR FILLER WHERE NOTED ON PLANS 0 I 20 I 40 I ,. I TRANSITION TO LANDSCAPE I. 2. GENERAL NOTES ALL ROCKS IN TYPES I AND 2 SHALL BE PLACED FLATTEST SIDE UP WHERE TYPE I , 2 AND 3 AREAS ARE CONTIGUlJS, FINISHED APPEARANCE SHALL BE LN lrORM AREA ROCK BLANKET ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN. NO SCALE DETAILS HP-1O 80 I CITY CONTRACT NO. /"'-?CHIC: cu 1??08 EA 038901 X X ' >-m 0 w V) > w a: w I-<( 0 '>-om w 1-0 <(W ...,z :,C> u- -' V) <(W uo I-' ' , .. 0: w > 0 z C) on w C i!5 I--~ ~ VI z: ... I= l!; I--z: ~ 0: ... a. Lu C, ... z is 0 w V) > w a: w I-<( 0 >-m 0 w " u w :,: u C 0: -<( w :I: I-I- ~ w w 0:: :::> 1-u w I- =::--z + 2 x DIAMETER + -------,@ CD •1 OR •5 CONTAINER SHRUB ® 50rrrn LAYER OF MULCH ® WATER BASIN © F IN I SH GRADE @ FERTILIZER @ BACKFILL MIX (j) PLANT PIT EXCAVATION @ ROOTBALL @ COMPACT SUBBASE (9 PLAN SHRUB PLANTING SCALE• NONE ROOTBALL 100mmxl00mmx762mm REDWOOD DEAOMAN W/ 50mmxl00mmx457mm LONG REDWOOD STAKES I NOTE• u ATTACH GUYS TO o:: MAJOR TRUNKS n~---20rrrn BLACK RUBBER HOSE <( ONLY. w CL <( z -<( ;:; __J ,)\ l/2x6 L. GALV. STEEL TURNBUCKLE rrrn BRAIDED CABLE W/ 12rrrnxlm LONG PVC TUBING TRENCH .... ! ,; 1. .0 Lu I--~ VI ~ z[ NOTE, REFER TO SOILS REPORT FOR ADDITIONAL INFORMATION. I J !la f-{if\_,,Bc+--------------"TRceE:,E'---"G"'U-'-Y"-'I Nc,,G,_ 1111' V SCALE• NONE - - --~0 ~~15 ~ + + + + + + + + + + + + + + + + + ~\2,/ ++++++++++++i-T++z.-- ~i;;;iidididididididitdididiwidididididi CD GROUND COVER PLANT FROM FLAT ® TOP DRESSING @ F IN I SH GRADE @SEE SPECIFICATIONS. @PREPARED BACKFILL !SEE SPECIFICATIONS. l c EDGE OF PAVING, SIDEWALK, WALL. OR CURB N ' 6 D NOTE, LOCATE PLANTS SPACED EQUAL DISTANCE 10) FROM EACH OTHER AS SHOWN. D -AS NOTED ON PLAN. (9 GROUNDCOVER PLANTING SCALE• NONE PREVAILING) WIND (9 a: f:1 Ii r3oom;v 3oo'l'1' PLAN (i)•CINCH-TIE' BY lo\ V. I. T. CO. OR EQ, ,_ \6/ LODGEPOLE PINE :i: STAKE COPPER <.:> NAPHTHENA TE w ,-1 MPREGNA TED. :i:~:i:,k--~-'s)l 63,5rrm DIA. x :..:: - 3. 66m FOR 600rrrn BOX 5 ~ AND SMALLER. o: '3'75mm WATER BASIN ,_ ~ \::V l..&J :::>::c: r:o cc: er z '1,F IN I SH GRADE « ,-:::, @EXISTING SLOPE "'w~ ® <.:> o:c 6 FERTILIZER TABLET z «w -"'z (i)BACKFILL MIX t;, 3<"': -w,, i'.j z V) (DFRONDS• TIE PRIOR TO DELIVERY. FRONDS PLANTED IN SUMMER WILL HAVE TIES LOOSENED THE FOLLOWING SPRING AND REMOVED AT THE END OF THE NEXT SUMMER. (2)TWO COTTON ROPES TO STABILIZE THE FRONDS & PROTECT THE HEART TIED PRIOR TO DELIVERY. TRIM 1/3 OF FRONDS. (3:>HEART OF PALM IN CENTER ALSO CALLED THE BUD. THIS IS THE LIFE CENTER OF THE PALM. IF DAMAGED, @ PALM WILL DIE. LOOKS LIKE A LARGE PINE APPLE WHEN TRIMMED @INSTALL ROOTBALL FLUSH W/ FINISH GRADE. @ COMPACTED BACK FILL MIX 0[!(1) @•PINEAPPLE' TH IS AREA +t~;,,.,-,-,1~~':Ji,;.t,JL~,__ & PRUNED, _.,__,9"1 (§)PALM ROOTBALL. PLANT TO ORIGINAL GRADE, PRUNE LOOSE MATER I AL. (@REFER TO SOILS FOR PIT SIZE NOTE• MIN. TWO TIES !TOP & BOTTOM) REQUIRED. USE THIRD TIE WHEN NECESSARY TO HOLD TREE IN UPRIGHT POSITION TIES TO BE SECURED TO AVOID SLIPPAGE. ( WRAP STAKE, TWIST & STAPLE WIRES, l TREE DOUBLE STAKE SCALE• NONE @sAND LAYER. BACKFILL WI GRAVEL NOTE, @ @3' FLEXIBLE PERFORATED PIPE WITH CAP <l)WATER BASIN @FINISH GRADE @NEW ROOTS WILL DEVELOP OFF THE TRUNK IN THIS ZONE DURING GROWING 20mm SEASON, WARM MONTHS (MAY-AUGUST) PALM IS TRIMMED, CLEANED. AND TIED BACK AT ITS ORIGINAL LOCATION PRIOR TO DEL I VERY. @NEED WATERING DURING INITIAL ESTABLISHMENT (i)BACKF I LL• I 00¾ WASHED PLASTER SANO (9 PALM TREE PLANTING SCALE• NONE FOR REDUCED PLANS 0 I 20 I 40 ' 60 ' 80 ' CITY CONTRACT NO. r-?oac: C 1 TY OWG. NO. t> .. ,:::e:::07_._... ""'f":'~'" <:'f'AI IC ·~·""I .. ,r,.-,:-n,c DIST COUNTY ROUTE 12 Oro 55, I 5·13·97 PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 LYNN CAPOUY A, JNC. KILOMETER POST TOT AL PROJECT 0. I O. 97 31. 7 I /32. 08 3822 CAMPUS DRIVE, SUITE 120 NEWPORT BEACH, CA 92660 SHEET TOTAL NO. SHEETS iS2 aoe Tts Sh1l9 cf Callfortir, or fts cllfCtJrs or agsris m:,11 rd be res,:xnslble fa-fflll <IIXU'\q or ~ rJ' tifJdraic C(Jfi«; rf tti., ,:ion st«t. ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN. PLANTING DETAILS HP-11 0 >-<D w V) > 0 w w a: V) w > ,_ w .. a: 0 ' ,_ .. 0 '>->-O<D w <D 1-0 -<W 0 -lZ w :, " "' u-u -' V) w -<W :r uo u ,_ C) :r , ~ 0 a: "' < "' UJ > :c 0 z ,_ !:! ,_ Ill ~ "' UJ C ~ w .... 0:: < :::J .... f-ls (.) 0.. ' "' w :z f-~ I 1:5 (.) .... 0:: :z <( !!I w .... "' n. < 0.. <( Lu (.) C Vl 0 z < <( :z _J 25 .... , I • , .L ' .0 Lu .... < .... 0) "' • ·, ,..,. __ CURB, ,r 3~1'/l'.',r ~ . .... z ,o-... :,s IZl NOTE• SIDEWALK, ETC. 25rnn Ml N.) FINISH GRADE ROUND PLASTIC VALVE BOX WI LOCK TOP PLASTIC PIPE SLEEVE (MIN. 150rnn DIA.) (4) BRICK ,,---BALL VALVE SxT MAINLINE ,"f.,--;l,f"'-------';F I TT I NG ( TYP. ) 2 C. F. GRAVEL PEA SUMP SET VALVE BOX FLUSH W/ FINISH GRADE IN LAWN AREAS, 50rnn ABOVE IN PLANTING AREAS. BALL VALVE NO SCALE ~---FINISH GRADE ADJOINING HARDSCAPE • P.V.C LATERAL---J POP-UP ROTOR NO SCALE ~ ~ ~~LATERAL MAINLINE WIRING ~ [F]lt, '"""~' ~ WIRING o 30.5m~AINLINE SHALL O C MAX BE INSTALLED PER ' ' • MANUFACTURER'S WIRING SPECIFICATION. MAIN SUPPLY m I SNAKE ALL PLASTIC PIPE INTO TRENCHES AS SHOWN. LATERAL t_lNSTALL ALL 120V WIRE IN CONDUIT PER LOCAL PROVIDE A 508rnn LOOP IN WIRE CODE. (9 O ALL CHANGES OF DIRECTION GREATER THAN 30 DEGREES. REMOVE TIES AFTER ALL CONNECTIONS HAVE BEEN MADE. WIRING SET FLUSH IN LAWN AREA OR 25rnn ABOVE FIN. GR. IN SHRUB AREA z 120 VOLT • :,s z (f'--------'l..--RAINBIRD PEN-TITE i~ ~ ~~ -~_l_--r-<>.rF~,__, .... "' ... WIRE CONNECTOR OR EQUAL RECTANGULAR PLASTIC VALVE BOX WITH LOCKING COVER ELECTRIC CONTROL VALVE 2 C.F. PEA GRAVEL SUMP PVC SCH 40 ELL SCH. 40 PVC NIPPLE PVC TEE SxSxT MAINLINE PER PLAN TRENCHING NO SCALE (9 REMOTE CONTROL VALVE NO SCALE (9 (9 FOR REDUCED PLANS ORl(';INld C:('hl 1'" !N MIi T l\~l'"Tl'"R<:: 0 I 20 I 40 I 60 I 80 I C I TY CONTRACT NO. r-?PAt=: .. ,,.,c I l"'t 0 I ST COUNTY ROUTE 12 Ora 55, I L I CENSEDANDSCA~ ~RCH I TECT S· 13·97 PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 l YNN CAPOUYA, INC. 3822 CAMPUS DRIVE, SUITE J20 NEWPORT BEA HCA 92660 SHEET TOTAL NO. SHEETS 1S3 202 ;m ~'{r~ :;,:r; ~:C::: :::J. nctoo '8SfJ()MICJe ft:r"" ~ CURB, SIDEWALK, ETC. t25rnn 1 MIN. -''-----; FINISH GRADE PVC TxT 90' ELL POP-UP SPRAY HEAD. SET TOP OF HEAD FLUSH WITH GRADE. PVC TxT 90' STREET ELL PVC SCHEDULE 80 NIPPLE (TYP) LATERAL LINE AND FI TT I NG PVC TxT 90' STREET ELL POP-UP SHRUB SPRAY ~--254rnn ROUND VALVE BOX ·o.c.· BRANDED ON LID FINISH GRADE QUICK COUPLING VALVE (INSTALL 50rnn ABOVE GRADE IN SHRUB AREAS) NO SCALE .03m3 OF 20rnn CRUSHED ROCK P.V.C SCH. 80 RISER TWO (2) P.V.C. STREET ELLS P.V.C Sch. 80 NIPPLE P. V. C. TEE ~--2' X 4' BRICK/ 2 PER VALVE BOX NOTE• INSTALL 6' FROM NEAREST ADJACENT PAVED AREA. C I TY OWG. NO. o_t:::~07-<:" QUICK COUPLER VALVE NO SCALE ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN. IRRIGATION DETAILS SCALE AS SHOWN HP-12 ' ~~ z >-<D 0 w V, > w a: w >-"' 0 ' >-O<D w >-0 «w .JZ :,o u-..., V, «w uo >-,: . , L w > 0 z " vi w C .. :z cc 0 ~ ~ 0 w V, > w a: w >-"' 0 >-<D 0 w " u w I u I I V) >-51 .., ~j di 0 z "' ::> C, z w C, C, "' a: w PROJECT NOTES <ELECTRICAL> [iJ IT] QJ GJ rn PROTECT EXISTING ELECTROLIER IN PLACE. EXISTING STREET LIGHTING CONDUIT AND CONDUCTORS TO BE PROTECTED IN-PLACE, FOR ADDITIONAL WORK SEE SIGNAL REMOVAL PLAN. EXISTING 120/240V TYPE I I I-BF SERVICE CABINET 'CIRCUIT F" NO METER. EX I ST I NG I 20/240V TYPE I I I -BF SERVI CE CAB I NET 'CIRCUIT G' NO METER. []] §]EXISTING 1201240V TYPE 111-BF SERVICE CABINET. REMOVE EXISTING FOUNDATION, [TI [iJ] ~ [Ll] [8) EXISTING SERVICE CONDUCTORS TO BE DISCONNECTED BY THE POWER COMPANY PRIOR TO REMOVAL OF SERVICE CABINET. POWER COMPANY TO RECONNECT SERVICE TO CABINET AT NEW LOCATION. INSTALL CONDUIT AND RISER PER SCE REQUIREMENT, CONDUCTORS TO BE INSTALLED BY SCE. [iill LIGHTING STANDARD PER CNB STD-201-L AND REMOVE EXISTING FOUNDATION. INSTALL NEW STAINLESS STEEL FINISH MYERS SERVICE CABINET PER CNB ST0-206-L FOR CITY OF NEWPORT BEACH, REFER TO ELECTRICAL WIRING DIAGRAM SHEET FOR SERVICE SINGLE LINE DIAGRAM, I !~STALL e IT I er lffllPeRT BEAeH LI 81 IT I IW STANeARB TI PE V PER ms 5TB 2e2 L A, 6L88E ELECTR8L I ER WI Tl I 58 WATT 11. P. S. LAlolP, SEE BR I 86E FOR FOUPJSAT I Otl BETA I LS. I NS TALL ORNAMENTAL FI BERG LASS LAMP POST, TAMPERED, FLUTED, ANCHOR BASE MOUNT I NG, BLACK COLOR ILOW LUSTER) PER W,J. WHATLEY ALLENTOWN SERIES 406. AND FROSTED POLYCARBONATE ACORN GLOBE WITH 100 WATT HPS WITH DOWNWARD REFRACTOR PER W. J. WHATLEY MODEL 1002 OR APPROVED EQUAL. PROTECT EXISTING NAVIGATION LIGHTS IN PLACE. PROVIDE TEMPORARY NAVIGATION LIGHTS, IF REQUIRED, DURING CONSTRUCTION. PROVIDE TEMPORARY NAVIGATION LIGHTS DURING CONSTRUCTION. INSTALL NEW STAINLESS STEEL FINISH MYERS SERVICE CABINET PER CNB STD-206-L FOR CITY OF NEWPORT BEACH IRRIGATION CONTROLLER. REFER TO ELECTRICAL WIRING DIAGRAM SHEET FOR SERVICE SINGLE LINE DIAGRAM. INSTALL CONDUIT AND RISER PER SCE REQUIREMENT !PENDING NEW SERVICE POINT LOCATION). REMOVE AND SALVAGE EXISTING 12D/240V TYPE F SERVICE ON POWER POLE . REMOVE EXISTING RISER. FOR CONTINUATION SEE SHEET E-5. II}]. INSTALL 12D/240V TYPE I I I-BF SERVICE CABINET ANO FOUNDATION. REFER TO ELECTRICAL WIRING DIAGRAM SHEET FOR SERVICE SINGLE LINE DIAGRAM. SYMBOLS CITY OF NEWPORT BEACH LIGHTING STANDARD TYPE I I o--@ CI TY er NEll'PSRT BEACI I LI 61 IT I NG STAPJSARS TYPE I' -n 1-Vl ~EXIST I NG 12D/240V TYPE I I I -BF SERVI CE CAB I NET AND REMOVE EX I ST I NG FOUNDATION PER STAGE CONSTRUCT I ON, SEE ELECTRICAL PLAN STAGE I I. EXISTING SCE SERVICE POINT REMOVE EXISTING CONDUCTORS FROM THE EXISTING CONDUIT ANO INSTALL NEW CONDUCTORS AS SPECIFIED ON THE PLAN. STRUCTURE INSTALLATION PER CALTRANS STD ES-7C, DETAIL XY. INSTALL •8 STRANDED THWN COPPER GROUND. INSTALL CITY OF NEWPORT BEACH LIGHTING STANDARD TYPE 11 PER CNB ST0-201-L, INSTALL CONDUIT IN BRIDGE SISEWALK CONCRETE BARRIER. I Pi STALL COPJSU IT I ti C8PICRETE BARR I ER. INSTALL 41C CONDUIT IN BRIDGE BOX GIRDER STRUCTURE. REMOVE AND SALVAGE EXISTING 120/240V TYPE E SERVICE ON POWER POLE, REMOVE EXISTING RISER. §]LIGHTING STANDARD AND REMOVE EXISTING FOUNDATION. [iill LIGHT I NG ST ANOARD AND REMOVE EX I ST I NG FOUNDATION. SEE SHEET E-6 AND E-7 FOR ELETRICAL WIRING DIAGRAM. CONDUIT OR CONDUCTOR CALLOUTS WITH PARENTHESE ARE EXISTING. PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 FPL ANO AS SOCIA TES, INC. 10 CORPORA TE PARK, SUJTE 310 IRVINE. CA 92714 Tit! State rJf Collfornlo or Its rffloers or Of)8l'ts st,,11 r,ot be res,:x:,nslble for t/l!J OCQJl'acy or crxr,pl~en,,ss d eleclrorlc cop/t/S qf I/is pion s/WJI. 33 ALL NEW CONDUITS FOR CALTRANS ELECTRICAL SYSTEM SHALL SE 41C UNLESS OTHERWISE NOTED. 34 ALL PULLBOXES FOR CALTRANS ELECTRICAL SYSTEMS SHALL SE •5 UNLESS OTHERWISE NOTED. 35 ALL PULL BOXES ON BR I OGE DECK SHALL BE ON SI SEWALi( PER CIIB STD 281 L. CONCRETE BARRIER IPULL BOX NO. 9) PER CALTRANS STD ES-7D UNLESS OTHERWISE NOTED. 36 ALL NEW CONDUITS FOR CNS ELECTRICAL SYSTEM SHALL BE 35MM PVC UNLESS OTHERWISE NOTED . 37 ALL PULLBOXES FOR CNB ELECTRICAL SYSTEMS SHALL BE PER CNS STD-2D5-L UNLESS OTHERWISE NOTED. 38 ALL ELECTRICAL WIRINGS FOR CNS SHALL BE COLOR-COOING PER CNB STANDARD PLAN, UNDER ELECTRICAL DESIGN CRITERIA SECTION. ~ ADJUST EXISTING PULL BOX TO NEW GRADE, <P.P• I 7282B5E '.·-'._-,. • : -' \/ cc I • •s ,/C 232• ---- -"'--------·-·· -- ·-... _ ~-;.. . ' . --_:.:~~~::~--:-:~~-... '.~:~·~:--~ --~-~ ____ .. _ -"--- 'A' LINE ,z•OO • .\..ffi153Cl,2•8 \ a. -----\ 0 w ::> V) VI w a: --------------------------& , .. ...,. . -- 0 0 J <{ > THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. FOR REOUCEO PLANS 0 ORIGINAL SCALE IN MILLIMETERS ,o ,o ,o NEWPORT BEACH ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN. CI TY CONTRACT NO,C-2886 CITY OWG. No.R-5697-S ' ' cu 12208 ELECTRICAL SCALE I• 500 E-1 EA 038900 C, w >-V, <D > C, w w a: V, w > e-w <( a: C, ' w e- <( C, '>->-C, <D w <D rO <(W C, -' z w :J l? "' u-u -' V, w <(W I uo u r I ., ' :,: ~ :,: "' Vl > 0 >- z ~ " "' -, "' C z 0 -< -is c.. V, z < "' -..... 0 -z u.> "' -"' < c.. u.> Q < z "' 0 ..... -' J ' ' JO u.> -ii < -V, l!r (4 IC, 2•6l 4 305 '81 "5+ 10 3•6 '\3• ( \ 1 409 306 'AM'35•60 FOR REDUCED PLANS ORIGINAL SCALE IN 1.41LLIMETERS 0 ' "B1'6+20 '(4·1~:t'._:~~6; 18 •• 4C, 5ti6, 2#8 iY2#a s,o SIGN A 2MC:R,SC4A 30 302 .. ' B 1,-• -6.:4:-7-0 :,· : ~P--. 5'-/3-97 PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 FPL AND ASSOCIATES, INC. 10 CORPORATE PARK, SUITE 310 IRV!NE, CA 92714 Tte Slate of Ca/ffornla or Its off/W'S or agents Sholl no/ be f8Sf)()IISlble for lhB aca.n,cy or CWJ)lt!!leoos.s of 8'«1ronlc coplos of /tis plan steel. 403 3 'CST' 225•25 --" ; _____ ~-~"cc _____________________ ... ; ... (~01<•/···· --~: .. /;fil4. -, -.. _ .. , . ·.~ <--~;,,p··. , 2•6) • ••• • , ''.'"ji, WORK ONLY. CITY CONTRACT N0.C-2886 ; NEWPOFJ.t _,. ' ' " BE.ACH /ALL' illMENSIONS ARE .I METERS UNLESS OTHERWISE SHOWN. CITY DWG. No.R-5697-S cu 12208 ELECTRICAL SCALE 1,500 E-2 EA 038900 ci z ::,; ::, 0 z w 0 0 "' z 0: «I a; ~ w z a. 0 0 w w ::, >-V, V> <D V> > 0 w w w a: 0: V, w > f-<8 w "' a: 0 ' w f-"' 0 ' >->-O<D w <D f-0 <:W 0 _, z w :, '-' " u-u _, V, w .,;W I uo u f-. ,: ., I I i a: I "' V> > "' 0 >-.. z ~ -< v,n " <"I Ill -, ,.,,.. "' 0 i5 -< -g§ Q. V, z < "' -~ 0 -z w "' -"' < Q. w 0 < z "' 0 ~ _, j ' I -~ w -i < -V, di ,,, . ..,,'.L_ r2,.lt--6 J.' / I I _-.,... ·_ \<_:·i---\ i I PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 FPL ANO ASSOCIATES, INC. 10 CORPORATE PARK, SUITE 310 IRVINE, CA 92714 Tie Sfalti of Ca!lfornto or Its if firers or rx;ents shJ/1 net be res{XX)Slbls for /I'll «x:Urocy or COOf)letOl'l8Ss or el~ronlc CO{]les of ttis plan s/'(#. srnv I cE PP• Ps 12sa OLD NEWPORT si_ vo· KHl \ NEWPORT FOR PROJECT NOTES SEE SHEET E-1 THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY, FOR REDUCED PLANS 0 ORIGINAL SCALE IN MILLIMETERS ,o so ,o BEACH All DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN. CI TY CONTRACT NO.C-2886 CITY DWG. No.R-5697-S cu 12208 ELECTRICAL SCALE I• 500 E-3 EA 039900 X X <a~ z >-m 0 w V1 > w 0: w >-<t 0 '>-0 a) w >-0 <tW .JZ ::, C> u-.JV1 <tW uo >-:c ' .~ i, z " VI w 0 z 0 .... .. .... "' 0 0.. V> z .. "' .... ~ 0 .... z w "' .... "' .. 0.. w 0 .. z "' 0 ~ , µ.. .o w .... .. .... V> 0 z SEE DETAIL 'A' 2•6 IN 41C SURFACE MOUNTED CONDUIT,JUNTION BOX ON STR PER ES-7E,DETAIL W S--1.3-97 "' ::, 53C 2 0 z .,., 0 0 V, w .,., 0: C: w >-<8 -m 0 w " u w I u ::c :c V, -, ] i§ it, , .. .., .. __ 27C CAST IN STR \ NEWPORT BOULEVARD ~ ;~~ l3Rl6GE PLAN FOR •• BRIOGL.SJRUCTURE N0.9 PU~LBOX IN CONC BARRIER PER PER STD ES-7D JUNCTION BOX AND 41C SURFACE MOUNTED CONDUIT WALL LUMINAIRE INSTALLATION PER ES-7E DETAIL W DETAIL "A" SEE WALL PLAN FOR WALL STRUCTURE, ISEE \ SURFACE MOUNTED•JUNCTION BOX AND CONDUIT PER ES-7E DETAIL W ITYPJ 2. Sm EXISTING BENT NO :~F-7- NEWPORT CHANNEL BRIDGE STRUCTURE PLAN FOR DETAILS) ISEE "AM' LI NE EXIST SC JUN CT I ON BOX 53C THROUGH CONDUIT N0.9 PULLBOX IN CONC BARRIER PER PER STD ES-7D 4 IC, SURF ACE MOUNTED,2•61TYPJ 6m PER ES-7E DETAIL W NEW EXTENSION OF BENT NO 5 OF NEWPORT CHANNEL BRIDGE STRUCTURE PLAN FOR DETAILS) BIKEWAY SEE BRIDGE PLAN FOR ADDITIONAL CONDUITS ON SIDEWALK . WALL LUMINAIRE INSTALLATION SECTION B-B FOR PROJECT NOTES SEE SHEET E-1 BENT NO 5 OF NEWPORT CHANNEL BRIDGE THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY FOR REDUCEO PLANS ORIGINAL SCALE IN 1,ULLIMETERS ap I 41C,2u 608 \,_?,~IC, 609 2.Sm 2m M1N PLANS APPROVAL DATE ClTY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH,CA 92658 FPL AND ASSOCIATES. !NC. 10 CORPORATE PARK, SUITE 310 IRVINE, CA 92714 TftJ Sfcr/fl rf Ct:1/lfornto or Its officers or at,Jenls strJ/1 ref be respcnslbl~ for rte «Qlf'og, or cotr'{)leler18SS of d«:lronlc copies of tNs pion $h/tJI. 12. 7rrm ~ STUD BOLT RESIN CAPSULE ANCHOR FOR 12. 7mn ~ BOLT 168.275mn ROUTE 55 LOCK WASHER AND HEX NUT RESIN CAPSULE BOLT ANCHORAGE DETAIL "D" NOTE• RESIN CAPSULE ANCHORAGE IS SUBJECT TO APPROVAL OF ENG I NEER. INST AL LAT I ON PROCEDURES SHALL COMPLY WITH MANUFACTURER'S INSTRUCTIONS. RESIN CAPSULE ANCHOR FOR 12. 7mn 0 AND 168,275mn LONG BOLT WITH LOCK WASHER N0.9 PULLBOX IN CONC BARRIER PER PER STD ES-7D AND HEX-NUT (TOTAL 4) SEE DETAIL 'D' SIDEWALK I I 'I /J) •=1 41C CAST IN NEW STR '\NAVIGATION 53C, CONDUIT LIGHT IN CONC BARR I ER DETAIL "C" NAVIGATION LIGHT INSTALLATION DETAIL ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN ELECTRICAL SCALE I, 200 E-4 CITY CONTRACT NO.C-2886 CITY OWG. No.R-5697-$ cu 12208 EA 038900 • .. _..,... ___ D w >-"' <D > D w w 0: "' w > I-w " 0: D w I- " D ' >->-om <D w 1-D -,w JZ ::, <.? u-.., V1 -,w uo ... I <.? n er w i, z " "' w 0 ~ -< -g§ c.. V, z < C: -~ 0 -z ..., ,. -C: < c.. ..., 0 < z C: 0 ~ J « , i~ 'o '-" -< -V, D w "' u w I u :,: :,: .,, >-~ .., j ifi t MT 25 22 -.-- --- MT 25 \ \ FOR PROJECT NOTE SEE SHEET E-1 THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY FOR REOUCEO PLANS OR!CINAL SCALE IN MILLIMETERS 0 20 ,o ,o ,o , .. ..,,'..c. 25 2•8,FOR CONTINUATION SEE SHEET E-2 -------------~ \ \ \ \ \ \ I I ,- \ I ROUTE 55 I \ \ I I ---- \ fB53C, 2•6 'v -- I I S· 13·91 PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH,CA 92658 FPL AND ASSOCIATES, INC. 10 CORPORA TE PARK, SUITE 3!0 1RVINE, CA 92714 Tte Sfato cf Calffornlo or Its off!CfJfs or agents sfrJ/1 ool be responsf~,, for 1/'IIJ occvrlJC'( or ~d= ef M~rfllllc (X}j)les qf llis {)Jon sl'eef. 3 2•6,FOR CONTINUATION SEE SHEET E-2 ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN CI TY CONTRACT N0.C-2886 CITY DWG, No.R-5697-S cu 12208 ELECTRICAL SCALE I• 200 E-5 EA 038900 ' 0 z ::, ::> 0 z .... 0 0 <( z ~ a: <8z .... z ;;, 0. D 0 .... w ::> >-V, V> ro V> > D w .... w a: a: V, w > !-<8 w .. a: D ' w !-.. D '>->-oro w ro ,-o D .. w -'z w ::,a "' u-u -' V, w .. w I uo u !-,: " ;;; I "' I w Vl > 0 >-z ::, '-' :, "' --, w 0 z 0 -<( -"' 0 ' 0.. = z <( "' -~ 0 -z = :,; -"' <( 0.. = 0 < z "' 0 ~ ~ j <( '--' 1)5 = -i§ <( -= Ill ·,.._.,.,,.·~- LEGEND (WIRING DIAGRAM) (l Co) ~o) 0 © ® ■ Q) @ ® 8 Cc) ~c) I ) _l_ ~ 0 v [] lli!l ......_ EXISTING HPS LUMINAIRE TO BE PROTECTED IN PLACE EXISTING 200 WATTS HPS LUMINAIRE TO BE RELOCATED OR SALVAGED RELOCATED 200 WATTS HPS LUMINAIRE PER LAYOUT PLAN NEW 200 WATTS HPS LUMINAIRE NEW EITY 8F NE'NP8RT BEAEII TYPE '✓ 58 'l!ATT5 IIP5 LUIOl!~AIRE FROSTED POLYCARBONATE ACORN GROBE WITH 100 WATT HPS NEW CI TY OF NEWPORT BEACH TYPE I I I 50 WATTS HPS LUM I NA I RE NEW 310 WATTS HPS LUMINAIRE NEW M. V. SIGN ILLUMINATION LAMP NEW 75W HPS SOFFIT LIGHT EXISTING NAVIGATION LIGHT RELOCATED NAVIGATION LIGHT NEW 75W HPS IBIKEWAY LIGHT) EXISTING 150 WATTS HPS LUMINAIRE TO BE RELOCATED OR PROTECTED IN-PLACE, CITY OF NEWPORT BEACH RELOCATED 150 WATTS HPS LUMINAIRE PER LAYOUT PLAN, CITY OF NEWPORT BEACH EXISTING IDENTIFICATION NUMBER ON LIGHTING STANDARD GROUND ROD PHOTO ELECTRIC CONTROL !TYPE VJ AUTO TEST SWITCH CONT ACTOR SOLID NEUTRAL CIRCUIT BREAKER SIGN LIGHTING !SIGN NO A) :..__r:-7. _ _,__ SOFF IT LIGHT I NG 1201240V TYPE I I I -BF !CIRCUIT NO 9) HIGHWAY LIGHTING !CIRCUIT NO 3) \ I \ \ • SPLICE - - - - - - - -EX I ST I NG CONDUCTOR SERVICE SINGLE LINE DIAGRAM CIRCUIT NO 3,9 AND SIGN NO A CAL TRANS -)f --)f--X-EX I ST I NG CONDUCTOR TO BE REMOVED CONDUCTOR TO BE INSTALL CIRCUIT NO 4 CAL TRANS \ \ . 401 IGl970J N IOOA MAIN 15A 30A 1201240V TYPE I I I -BF CITY LIGHTING IC I RCU I T NO I ) CITY LIGHTING IC I RCU I T NO 7) SERVICE SINGLE LINE DIAGRAM CIRCUIT NO I & 7 CITY OF NEWPORT BEACH THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY 914 ---- -----305 PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH.CA 926SB FPL ANO AS SOCIA TES, INC. 10 CORPORATE PARK, SUITE 310 IRVINE. CA 92714 Th, Stale or Calfforrla ar Its af'flcers or 0/)Mfs sir/II oot be res(J/J/15/ble far 111, accvrocy or cour,leteness ar elecJran/c fXJ()li,s or ms plan .sll,el. 304 ' "' 303 ' TYPE 11 I~ CIRCUIT NO 3.9 AND SIGN NO A CAL TRANS TYPE 111-BF To BE REMOVED ANO SALVAGE 120/240V SERv1 CE CIRCUIT NO I & 7 CITY OF NEWPORT BEACH SIGN NO A 404W 6) 301 --- 2•8 ELECTRICAL (WIRING DIAGRAM) NO SCALE E-6 FOR REDUCED PLANS ORIC!NAL SCALE IN MILLIMETERS 0 ,o ,o 60 ,o CI TY CONTRACT NO.C-2886 c1Tv DWG. No.R-5697-S cu 12208 EA 038900 ' 0 z :E ::, 0 z w 0 0 <t z a: <:J,; ~ w z 0. 0 0 w >-w ::, V1 V, <D V, > 0 w w w n: a: V1 w > .... <8 w <( n: 0 ' w .... <( 0 '>->-O<D w <D f-0 <(W 0 ...,z w :JC, "' u-u ..., V1 w <(W I uO u .... I Cl ~ a: n: a: "' V, > 0 >-z :,; ~ :,; VI .., "' 0 z ~ -... -"' 0 ' 0.. V> z ... "' -~ 0 -z = ::,; -"' ... 0.. = 0 ... z "' 0 ~ ~ j <t ., )::S = -I « -V> di SIGN NO 8 404W 501 IKH0045l 502 IKH0047l 505 506 (KH0048l ,--------,,(KH0050l o'@ I (-------- 7~ 1 'f'>K I I -!f--V L.I. !f.-~--K--)f-xx"'* I 20/240V TYPE I I I -BF SERVI CE ---_OlQ_ 'Y~QRT BL VD --\ \ --"" ' ' ' -,., ' '-- CIRCUIT NO 5 & SIGN NOB CAL TRANS 1 --I : EXIST 120/240V L ____ _ 1 3W SERVI CE :---1-,-- :(EXISTING CIRCUIT 'F" i:-201- ------------------cFt 993 i --(KH0046) ?(--!f---)f.)-( ~ L -if --)f. --!<~---!<-t..C 1 !f _-_Jr-Oic !( -~)f. )(--' ----x--r,'--k, --:t, *' ~'*~--------------' 'r,'I EX I ST I 20/240V I 'is. 1 TYPE 'F' SERVI CE I 'IIEXISTING CIRCUIT 'KH'll L ______________ j REMOVE AND SALVAGE PP#PSl280 --~4 ---U CIRCUIT NO 2 IF 19851 I 20/240V TYPE I I I -BF SERVI CE ~ I I EXIST 1201240V r--lc--*--X-1 TYPE 'E' SERVICE f---*--*--lc L ______________ J REMOVE AND SALVAGE 602 603 601 SN M IOOA 120/240V TYPE I I I -BF - MAIN C SN M IOOA 15A 30A 120/240V TYPE I I I -BF - MAIN HIGHWAY LIGHTING (CIRCUIT NO 51 SIGN LIGHTING C (SIGN NO Bl SERVICE SINGLE LINE DIAGRAM CIRCUIT NO 5 AND SIGN NOB CAL TRANS SN M IOOA MAIN 20A CITY OF NEWPORT BEACH IRRIGATION CITY OF NEWPORT BEACH IRRIGATION 1201240V TYPE 111-BF SERVICE SINGLE LINE DIAGRAM IRRIGATION CITY OF NEWPORT BEACH BIKEWAY LIGHTING (CIRCUIT NO 61 NAVIGATION LIGHT (CIRCUIT NO 81 1009 --- 2'6 1010 ---- I 01 I IOI 2 1001 C CIRCUIT NO 6 & 8 CAL TRANS SERVICE SINGLE LINE DIAGRAM CIRCUIT NO 6 & 8 CAL TRANS FOR LEGEND SEE SHEET E-6 THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY M S-13-97 PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH.CA S265B FPL ANO ASSOCIATES, INC. 10 CORPORATE PARK, SUITE 310 IRVINE. CA 927!4 Tie Slate of Callfamfa or Its dflcers or ogu,ls sh:JII rd~ respon.$/b/e for 1/r!J oo::vrocy or ~eJeness of elecJrontc copies of ms plan steel. SN IOOA MAIN (CIRCUIT NO IOI (CIRCUIT NO 11 l 120/240V TYPE I I I -BF SERVICE SINGLE LINE DIAGRAM CIRCUIT NO 10 CITY OF NEWPORT BEACH ~w ► 1002 C 1003 1004 C C CIRCUIT NO 10 1005 C CITY OF NEWPORT BEACH 1006 1007 1008 C C I IOI I I 02 1201240V TYPE I I I -BF SERVI CE PP•PS1280 ELECTRICAL (WIRING DIAGRAM) NO SCALE E-7 FOR REDUCED PLANS 0 ORIGINAL SCALE IN MILLIMETERS ,o ,o ,o ,o CI TY CONTRACT No.C-2886 CITY DWG. NO.R-5697-$ cu 12208 EA 038900 0 w ,_ "' "' > 0 w w a: "' w > .... w "' a: 0 ' w .... "' 0 ' ,_ ,_ 0"' w "' ... 0 .,:w 0 -' z w :,o " u-u -'"' w .,:W I uo u ... I " ;;; I ,' ffi I > "' 0 >-z ~ " ;;; --, w C ~ -< -"' 0 ' c.. V, :z < "' -~ 0 -:z = "' -"' < c.. = 0 < z "' 0 ~ ~ j < '-' ~ 0 = -~ < -V, di ,, ·-'~- CONDUCTOR AND CONDUIT SCHEDULE AWG OR CONDUCTOR RUN Iii\ & & & £, CABLE "2 3N 3N 3~ 3 3.i-3N 06 3N 3N 3N -3N 08 3N 3N 3~ -3N •14 02P - --2 2 02 PPB & BPS - --2 2 PPB & BPS COMMON - --I 2 SPARES 3N 3N 3N 3 3+3N TOTAL #14 12N 12N 12N 11 12+ 12N 11 SNS --2 -- LUMINAIRES 2N 2N 2N - - •10 SIGNAL COMMON IN IN IN I l+IN ADVANCE FLASHER - --2N 2N TOTAL #IQ 3N 3N 5N I +21\ I +3 N 02 DETECTORS - - -3N 3N DLC 06 DETECTORS - -27'1 -2N TYPE 8 08 DETECTORS --- -3 TOTAL DLC - -2' 3N 3+5N 3"20 WI GND *EVP CABLE (3m)•l38 2N 2• 2N -1+2N N CONDUIT SIZE 53C 53C 63C 63C 2-78C ALL CONDUITS AND CONDUCTORS ARE EX I ST I NG, ;• ULESS OTHERWISE NOTED • • * EMERGENCY VEHICLE PRE-EMPTION DETECTOR CABLE N -NEW POLE AND EQUIPMENT SCHEDULE STANDARD VEH SIG MTG PED SIGNAL PPB MV NO, Signal Lum Most LUMINAIRE I I SNS Type M.A. M.A. Arm Pole MTG ¢ ARROW I-A ---TV-I SP-1-T ---0 2✓.-2 @ 19A-3-113INJ I 0. 7m(Nl14. 6m(N MASIRI NV-1-T IRJ 250W INJ -EXISTING PHASE DIAGRAM S -2-TB IRJ --- © 19-3-l 13IRI 6. Im IRl14, 6m1R I MASIRI SV-1-T IRI ---250W IRJ Coast Hwy(Rl D 26-4-113 13. 7m 4.6m MA~ SV-2-TB SP-I -T 2 -250W -MA ALL EQUIPMENT EXISTING UNLESS OTHERWISE NOTED 01 .,01!',, 03 05 02 07 NOT USED 06 NOT USED INJ -NEW, IRI -RELOCATED, • -BICYCLE PUSH BUTTON NOTES !THIS SHEET!• RECALL 06 FOR BICYCLIST EXIST TYPE 111-BF 1201240V SERVICE CABINET INO 10•1 [iJ RELOCATE EXISTING FLASHING BEACON, TYPE I-A POLE, CONTROL ASSEM8LY,W41 SIGN ANO INCANDESCENT LIGHTING FIXTURE. REMOVE EXISTING FOUNDATION. RELOCATE EXISTING EMERGENCY VEHICLE PRE-EMPTION D~ECTOR, PHASE 2 ANO 6 ANO MOUNTING HAROWARE TO LOCATION B. NEW DETECTOR CABLE SHALL BE 3m MODEL 138. PRE-EMPTIO SHALL BE TESTED AND APPROVED BY THE MANUFACTURER REPRESENTATIVE. INSTALL SIGNAL HEAD AT 5m HEIGHT. 08 Jl EX I ST 4 IC, I 2PR • I 9 TWISTED SHIELDED INTERCONNECT CABLE CONTROLLER CABINET AT HOAG ENTRANCE !APPROXIMATE 243MJ <1-1" ,. I I I I I ,-, 6J2U 76M TO LIMIT LINE TO / SCCS / EXIST 53C ·, 2il 3. 6 3. 6 4.0 VAR. VAR 4.0 3. 6 -::----===---------- .. 2.5.+00 Rl6 R34-2 \ \ I \ 8J6U I I I I "CTS" I !NE ROUTE 53C,3DLC,2•10 3.6 VAR • £• L l"N"'£ ___ I .--- NB ON RAMP 4. g 53C,3DLC,2•10 ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN THIS PLAN ACCURATE FOR ELECTICAL WORK ONLY FOR REDUCED PLANS ORIGINAL SCALE IN MILLIMETERS 0 '° <O 60 ,o Cl TY CONTRACT No.C-2886 CITY DWG. NO.R-5697-S PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 FPL AND ASSOCIATES, !NC. 10 CORPORA TE PARK, SUITE 310 IRVINE, CA 92714 TOO Stde of CallforNa or /Is of firers or rJQ6171s shall f'l()I be resfJOf1$/bl~ for lie ocwrocy rr coopeteness of el«:Jronlc copies a tNs p(ari slr!el. ------~ ~· SIGNAL AND LIGHTING SCALE I, 200 E-8 cu 12208 EA 038900 0 w >-a) V, > 0 w w 0: V, w > >-w "' 0: 0 w >-"' 0 '>->-om w a) >-□ -,:w 0 _, z w ::, " "' u-u _, V, w -,:w I u □ u >-I " . "' :,: n: :,: w V) > 0 >- z ::; " ::; "' -, w 0 z ,;, -... -"' 0 a_ V, z ... "' -~ 0 -z w ::> -"' ... a_ w C ... z "' 0 ~ ~ l ... -' ::::, w -i ... -V, l!P ,,._..,,·. __ CONDUCTOR AND CONDUIT SCHEDULE AWG OR CABLE CONDUCTOR RUN & POLE AND EQUIPMENT SCHEDULE I 3 3 3 02 3 3 3 3 06 3 3 3 6 6 STANDARD YEH SIG MTG PED SIGNAL NO. Slgnal Lum Most Type M.A. M.A. Arm Pole MTG •14 08 3 3 3 01 RT TURN ARROW 2 2 02P 2 2 2 2 2 04P 2 2 2 02 PPB & BPB I 2 2 6 2 4 2 3 @ 19-4-129 9. Im 4.6m MAS SV-1-T SP-I -T ® 15 -3. 7m -SV-1-T SP-2-T © 15 -3. 7m -SV-1-T - 04 PPB I I 06 BPB I PPB & BPB COMMON I I I I I SPARES 3 6 6 3 3 I I 2 9 D 29-5-129INl 16.Bm 4.6m ~f/lRI sv-2-rnlR1 SP-1-TIR) ® 16-1-113 IRI 5.5m1Rl MAslRI sv-2-rn1Rl - TOT AL • I 4 12 20 26 15 19 45 ALL EQUIPMENT EXISTING UNLESS OTHERWISE NOTED I I SNS 2 2 2 IN) -NEW, IRI -RELOCATED, •-BICYCLE PUSH BUTTON •10 DLC TYPE B LUMINAIRES SIGNAL COMMON TOTAL •10 I DETECTORS 02 DETECTORS 06 DETECTORS 08 DETECTORS TOTAL DLC 3•20 WI GND *EVP CABLE (3mJ•!38 12PR•l9 TWISTED, SHIELDED INTERCONNECT CABLE CONDUIT SIZE 2 2 2 2 2 I I I I I 2 3 3 5 5 5 2 2 2 3E 3E -3 3 3 3 • 8 3 E E E 53C 63C 78C 53C 78C 2-78C l I ,_ V) ,_ § V) ALL CONDUITS AND CONDUCTORS ARE NEW, UNLESS OTHERWISE NOTED j T__:!.~-i--LC'.Cc:J , E EXISTING R/W_,/ * -EMERGENCY VEHICLE PRE-EMPT I ON DETECTO~._:~BL.=__ _ ---=-=--=-~ -"' ~=--- _\_,:~,:;~:,:, -~ •• -- PP•l728785E PPB 0 ARROW 2 -- 2 - ¼ - 4 - ... 6(Rl - SHIELDED INTERCONNECT CABLE----DETAIL TQ_£) NLEY -AVE IAPPfmxl MATE I 62MI ROUTE .55 -- W74~ Jj' I ' 04P 02,_ y/ !/ 0•01 :.>-----------.::...c • :i+-' ~'* ------;._ ·~ -----EXIST 41C,3DLCt®' ®,"02 p 213UL_1 NOTES ITHIS SHEETI• ----..;_----..; ' (7'Rl5 i' ri7 -----~--'~ fi L.!J INSTALL 41C CONDUIT, CONDUCTORS TO BE ,,_ ----..; INSTALLED BY UTILITY COMPANY. ,' , --RIGA RII [lj RELOCATE EX I ST I NG TYPE II I -BF I 201240V SERVI CE \"'' CABINET. REMOVE EXISTING FOUNDATION. l [}) RELOCATE EXISTING EMERGENCY VEHICLE PRE-EMPTION DETECTOR, RIIR 4 I ANO MOUNTING HARDWARE TO NEW POLE LOCATION AS SHOWN ON PLAN. G) RELOCATE EXISTING MODEL 170 CONTROLER ASSEMBLY IN TYPE 332 CABINET. REMOVE EXISTING FOUNDATION. NEW DETECTOR CABLE SHALL BE 3m MODEL 138. PRE-EMPTION SHALL BE TESTED AND APPROVED BY THE MANUFACTURER REPRESENTATIVE. (]] REMOVE AND REINSTALL 12PR•l9 TWISTED, SHIELDED INTERCONNECT CABLE IN EXIST 41C. [§j SEE SIGN PLAN FOR RELOCATION OF ROADSIDE SIGN. 7 ALL ROADSIDE SIGNS ARE EXISTING UNLESS OTHERWISE NOTED. 8 ALL PULLBOXES SHALL BE •5 UNLESS OTHERWISE NOTED. -f~,;-RLR73-6 01 R7/R34 RIO~ RIOA~ 0 Q _, THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY FOR REDUCED PLANS 0 OR\GINAL SCALE lN MILLIMETERS ,o ,o 60 MV LUMINAIRE 250W IN) 250W IN) 250W IN) 250W IN) - I I SNS Via Lido - - Via Lido I I IL 111 U - EXISTING PHASE DIAGRAM (0T ~ ❖ 11 CA ~ 104P • 08 ~--<> 02P 41C,3DLC PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 FPL ANO AS SOCIA TES, INC. 10 CORPORA TE PARK. SUITE 310 IRVINE. CA 92714 Tte Stale of Ca/lfornta or /Is off/ONs or OIJMls silo/I not be respons/ble for lfe OtXt.JrflCY or C()l(f)leteness or eJ«tror,/c ceples or tlis plan sh!!eJ. R/W ----------- AB 3.6 -~._Q_~J2U 3 6 60M Tod•· .. --~---~ • LIMIT LINE R y G ~ ~ DETAIL "A" NO SCALE ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN 3. 6 R/W SIGNAL AND LIGHTING SCALE I, 200 E-9 ,o CITY CONTRACT NO.C-2886 CITY owe. No.R-5697-S cu 12208 EA 038900 0 w >-"' m > 0 w w " "' w > f-w 4 " 0 w f- 4 0 '>->-om w m f-0 4W 0 _,2 w :>" "' u-u _, V, w 4W I uo u f-I 0 • "' I : " I w Vl > 0 ,_ z ::, ::, ,, -, "' w 0 z 0 -< -"' 0 ' 0.. V> z < "' -~ 0 -z = :,; -"' < 0.. = C, < z "' 0 ~ ~ j < ~ ·~ 0 = -~ < -V> ill CONSTRUCT ION NOTES• <TH IS SHEET) [iJ 0 IT) 0 ~ w II] 0 [fil §:g EXISTING TYPE I I I-BF 120/240V SERVICE CABINET. REMOVE EXISTING FOUNDATION. §:g EXISTING CONTROLLER CABINET, REMOVE EXISTING FOUNDATION, WOOD POLE WITHOUT LUMINAIRE, SEE DETAIL SHEET E-1 I. WOOD POLE WITH LUMINAIRE, SEE DETAIL SHEET E-11. TEMPORARY TYPE I STANDARD ISEE DETAIL. REFERENCE LOCATION• IPOLE CENTER) STA 0•29.34, 8. 70 RT. REMOVE AND SALVAGE EXISTING SIGNAL STANDARD (TYPE I-A). REMOVE EXISTING FOUNDATION. INST ALL CONDUIT PER SCE REOU I REMENTS, CONDUCTORS TO BE I NS TALL .BY SCE. REMOVE AND SALVAGE EXISTING TYPE 15 LIGHTING STANDARQ.-••• REMOVE AND SALVAGE EXISTING SIGNAL STANDARD REMOVE EXISTING FOUNDATION. 1-12 REMOVE 41 c. 2116 .'ABANDON A~-/Lool 'DETECTORS/ AFTER -Rf,.1-AP BO \ -1-00 ,.,,. , .' / i / !0()1( j(j< xilOOi, ✓ .: STA 0+37. 00 _./ / ~ fo\ / 4 I C, 8 • I 2 .JU • .JV L, ~ 0 .. /' AB~'NDON AFTER ~ 'THIS STAGE (OVERHEAD)~\ c--__j______ \ j ----- STA 0+24. 19 \\ 41 c/ 2-DLC - 1-12 CONDUCTOR SIGNAL CABLE 4 27 OO LT , 0. 4e m BELOW GRADE. • \ ABANDON AFTER i TH,IS STAGE 1-12 CONDUCTOR SIGNAL CABLE (OVERHEAD) \ ! i i ! j / (300 -a-! 0 r·, .. f .......... _ GENERAL NOTES• I. TEMPORARY SIGNAL SYSTEM SERVES TRAFFIC CONTROL IN STAGE CONSTRUCTION, STAGE I-PHASE 2 ANO STAGE I I. ALL EQUIPMENT OPERATED FOR BOTH STAGES UNLESS INDICATED OTHERWISE. 2. WOOD POLE I (D TO 0) l SHALL BE CLASS 3 CREOSOTED SOUTHERN PI NE, LENGTH 12.Sm. CIRCUMFERENCE• TOP 0.203m MIN. ANO BOTTOM 0.30Sm MIN. 3. USE ONE 12 CONDUCTOR SIGNAL CABLE FOR SIGNAL ANO SAFETY LIGHTING. STA 0•26.63 4 I I. 03 LT WIRE ASSIGNMENT1 04-311 14, 06-311 14, SIGNAL COMMON-1 11 12, LUMINAIRE-4 11 14, SPARES-1•14. WIRES CAN BE SPLICED AT POLE OR PULLBOX. 4. LOOP DETECTOR• TYPE A CONFIGURATION, UNLESS NOTED OTHERWISE. 5. REMOVE ANO SALVAGE ALL EQUIPMENTS AFTER COMPLETION OF STAGE I I. • THIS STAGE I / , .f '-> I 9 ' OH REMOVE AFTER , THIS STAGE 0 "' • a / FOR REOUCEO PLANS ORIGINAL SCALE IN MILLIMETERS 0 ' 41 C, 4"' I 2 ABANDON AFTER THIS STAGE PLANS APPROVAL DATE 300 mm LENS DETAIL "A" CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 NO SCALE _-r-,----ABANOON ALL LOOP DETECTORS AFTER THIS STAGE SIGNAL 2. 75 m X2. 75 m XIO rrm STEEL PLATE A 76X76X6 rrm PLATE WASHER (4 REO) Ez> ➔ Ez> CABLE_/ 1 ' @ ➔ @ FPL AND ASSOCIATES, INC. !O CORPORATE PARK. SUITE 310 IRVINE. CA 92714 Tl18 $tale of Co//forrla or /Is officers rx cgents strJII rd b8 res~lble frx 1111! occvocy rx CCIIYJleler,ess of l!l«JronJc cvples of tfis plan steel. BACKPLATE A 0 SIGNAL STANDARD SHALL CONFORM TO TYPE I-A OF STD PLANS ES-6A, EXCEPT FOUNDATION 10 rrrn CABLE. EMBED 300 nm DEEP <8 REOl 19 X 76 rrm HEX HD BOLT HEX. NUT & FLAT WASHER (4 REOJ E MORTAR LEVELING BED CMORTAR IS NOT REQUIRED ON C. A. B. DI RT OR WHEN SLOPE IS LESS THAl,J 5i0 TEMPORARY TYPE STANDARD NO SCALE 04 06 PHASE DIAGRAM LEGEND WOOD POLE TEMPORARY TYPE I STANDARD LUMINAIRE ON MAST ARM ----. ----· OVERHEAD CONDUCTORS 1-12 CONDUCTOR SIGNAL CABLE m BELOW GRADE UNDERGROUND CONDUIT ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN DR I LL HOLES (4 REQ)7 TO ACCOMODATE 19 rrm BOLT SIZE AND 216 rrm BOLT CIRCLE r-o. 6 m7 r 1-1-,1---1-1.-1-V o. 6 m L ~ 4-0.3X0.3X0.6 m CONC. BLOCKS 4-0.28X0.28X0.6 m CONC. BLOCKS DRILL 50 mm HOLE TIE WIRE 10 COIL CHAIN SECTION A-A NO SCALE SIGNAL AND LIGHTING <TEMPORARY> STAGE I -PHASE 2 SCALE1 JI 200 E-10 THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY 30 s,o CITY CONTRACT NO.C-2886 CITY DWG. No.R-5697-S cu 12208 EA 036900 ' 0 w ► "' <D > 0 w w "' "' w > ,_ w <{ "' 0 ' w ,_ <{ 0 ' ► ► 0 al w al ,-o <{W 0 JZ w :JC> "' u-u _,"' w <>:W I uo u ,_ I C> !/l I ~ I w V, > 0 >-z ~ " V, -, w 0 z 0 r < r "' 0 a. ' V, z < "' r ~ 0 r z ...., ::,; r "' < a. ...., 0 < z "' 0 ~ ~ j < ,, }.. ' 0 ...., r I < r V, 11P LEGEND -.r r:~ [1 0 /' EXISTING WOOD POLE EX I ST I NG TEMPORARY TYPE I STANDARD EXISTING LUMINAIRE ON MAST ARM INSTALL NEW LUMINAIRE ON MAST EXISTING OVERHEAD CONDUCTORS EXISTING UNDERGROUND CONDUIT NEW UNDERGROUND CONDUIT ARM EXIST 1·12 CONDUCTOR SIGNAL CABLE--__, (OVERHEAD) ~ l 04 06 PHASE DIAGRAM CONSTRUCTION NOTES• (THIS SHEET) [jJ SERVICE ENCLOSURE INSTALLED AT STAGE I, PHASE 2 . [l] CONTROLLER CABINET lNSTALLED AT STAGE I, PHASE 2. [D RELOCATE 06 SIGNAL HEADS FROM POLE 8) STAGE l ·PHASE 2. RELOCATE 04 SIGNAL HEADS FROM TEMPORARY TYPE I STANDARD, STAGE l ·PHASE 2. TURN LUMINAIRE MAST ARM TOWARDS TRAFFIC LANE. REMOVE TEMPORARY TYPE I STANDARD. [TI INSTALL 200W HPS LUMINAIRE ON EXISTING WOOD POLE <SEE DETAIL "B' l AND ENERGIZE IT. , ... ..,..·. __ " INSTALL 41 C,4.•(2 4 I C, ;!"[)LC 0.46 m BELOW GRADE EXIST 53C, 2•6 INSTALL ga I 2 DH FOR REDUCED PLANS CRICINAL SCALE IN MILLIMETERS ' ' ' 300 mm LENS DETAIL "A" THIMBLE EYE BOLT ,---, /SEE , ' , ' I I I \ I , ... __ ... , , DETAIL •s• DIST PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3JOO NEWPORT BOULEVARD NEWPORT BEACH,CA 92658 FPL ANO ASSOCIATES, INC, 10 CORPORA TE PARK, SUITE 310 IRVINE, CA 92714 Tte Stats of CQ//fcrdr:i er Its officers or ogerts s00/1 rd 118 ftJSponsltJJe for tf7J o,::cu"OC)' cr COIT'()le/ete$$ ef el«Jrorlc QJ{)fes cf Iris pion shl!d. 12.Sm WOOD POLE (CLASS 31 WITH 0.203m MIN TOP DIAMETER STD PI PE LONG 27mm PVC SCH40 CONDUIT DETAIL "8" NO SCALE 13 rrm HIGH TENSILE STEEL CABLE FG RL CABLE RING <TYPl 8.84m MOUNTING HEIGHT TO POLE@-7 -::::fr=~:::::t=-"'-::==:::-""::::;:::-as:;=-'s"'==::::=J.===:::::;r-=:::::"""=7 -st::--POLE SH I MS DETAIL 'A' 06 SIGNAL HEADS CLAMP SIGNAL CABLE E C> z "' z ,_ <L z >- -: ::, "' ::, ,_ 0 ::, ,_ E I V C> "' .; w I -I I I 1· WEATHER HEAD <TYPl 04 SIGNAL HEADS 3 STRAP AT Im 0. C. {TYP) 41 mn CONDUIT TERMINAL COMPARTMENT R • 11. ,--\ ·:· .•• ~zO:. ·111 .. ,!J."-!~--, O->-•--~ llJ _;::>C: LjJ, '---·\ 1----------S_P_A_N_V_A_R_Y~, _2_0_._6_0_m_M_A_X_. ________ .-<· •.· ~ POLE@ TEMPORARY WOOD SIGNAL POLE POLE 8) (NO SCALE l ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN SIGNAL AND LIGHTING (TEMPORARY) STAGE II SCALE, 1,200 THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY E-11 0 I ep CITY CONTRACT N0.C-2886 ,. ,...,.·~- CITY DWG. NO.R-5697-S cu 12208 EA 038900 ' ci z :,; ::, 0 z w 0 0 <t z :s a: ~z w z :a a. 0 0 w r w ::, <D "' <11 > V, 0 w w w " a: "' w > >-<8 w <{ " 0 w >-<{ 0 ,r r 0 <D w <D >-0 <{W 0 _,z w ::,a "' u-u _,"' w <{W I uo u >-I " '" I '~ I w <11 > 0 >- z s: " "' -, w 0 z 0 -< -"' 0 ' 0.. V> z ... "' -~ 0 -z = ::,; -"' ... 0.. = C, ... z "' 0 ~ ~ j "' !.) ' i's = -~ ... -V> l!r FROSTED POLYCRBONATE ACORN GLOBE WITH 100 WATT HPS WITH DOWNWARD REFRACTOR PER W.J. WHATLEY MODEL 1002 OR APPROVED EQUAL. ORNAMENTAL FIBERGLASS LAMP POST, TAMPERED, FLUTED, ANCHOR BASE MOUNTING, BLACK COLOR (LOW LUSTER) PER W.J. WHATLEY ALLENTOWN SERIES 406. 420mm LAMP POST PEDESTAL DIAMETOR I GROUT Simm MIN , I 35mm THROUGH CONDUIT SEE BRIDGE PLAN FOR STR. DETAILS 3.66 m 4-19mm DIA ANCHOR SOL TS TOP OF DECORATIVE CONC. BARR I ER ON 254mm DIA SOLT CIRCLE ~ ANCHOR PLATE SEE ~ STD PLAN ES-7B N0.9 PULLBOX STD PLAN ES-70 SECTION A-A 715 i A: SOLT CIRC1LE 254mm B: BOLT LENGTH 76mm C: SOLT WIDTH 25mm BASE PLATE A LIGHTING STANDARDS ON BRIDGE RAIL N0.9 PULLBOX STD PLAN ES-70 25mm PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH,CA 92658 FPL ANO ASSOCIATES. INC. LO CORPORATE PARK. SUITE JIO IRVINE. CA 92WI T/'IJ Slat~ d Calfforria or Its afflctJrs or ogerts sh:111 not blJ. r8Spo11Slble for tm aco.,racy or CCIIJ/deni,ss d el~rodr; copies of ttls plan s/l/Jel. 35mm THROUGH CONDUIT CONDUITr--- 70 210 210 70 3 0 460 \_ SIDEWALK ------________ I --------------, LIGHT POLE BASE COVER 35mm THROUGH CONDUIT PLAN VIEW POLE BASE & CONDUIT INSTALLATION ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN ELECTRICAL NO SCALE E-12 THIS PLAN ACCURATE FOR ELECTR!CAL WORK ONLY FOR REDUCED PLANS ORIGINAL SCALE IN MILLIMETERS 0 ,o 60 ,o CI TY CONTRACT No.C-2866 CITY owe. No.R-5697-S cu 12208 EA 038900 ,. _,,,,_. __ CENTERLINES (2 LANE HIGHWAYS) DETAIL -1-I 2"-.14--mccli--~5,_...I8"--'-'m'-----l'I 2;.::.l_:_4 '"m-1--I __,5"".l-"-8--'m"----+I -'2. __ 14 -'-Im I ~ ~ ~ --DETAIL 2 -l?-59 mI2.14 mI l&I ~ -- DETAIL 4 -12.44 mI2.44 mI 14.64 m 5.18 m 12.14 ~I2.s9 ml ~ l&I 14.64 m 4.88 m I 2.44 m I 2.44 m I Lill 0 0 0 --1.22 m--i f- 0 IS>® Ill! 1.22 m---., I- DETAIL 5 -3.66 m PIIIMIWIMl'Ji --DETAIL 6 -1 5.49 m l2l --DETAIL 7 -1· 5.49 m 0 -- 10.98 m 14.64 m I 3.66 m I """"""'°' 14.64 m I 3.66 m I 000® 1.22 m-1 f-- 5.49 m 5.49 m 3.66 m 18$@82)® I !ill I llll MARKER DETAILS LEGEND MARKERS 0 TYPE A White Non-reflective ® TYPE AY Yellow Non-reflective [§ TYPE C Red-clear Reflective ~ TYPE D Two-way Yellow Reflectlve [I TYPE G One-way Clear Reflectlve &I TYPE H One-way Yel !ow Reflective LINES 100 mm White ~ JOO mm Yellow ~ Direction of Travel NOTES I. Minimum projected area of reflectlve face = 65 square mll llmeters 2. Reflect!ve markers need not be rectangular 3. Oetall 3 deleted Reflective Face TYPE C & TYPED I~ -e==s j_ 1.5-4.5:n TYPE A & TYPE AY 98-105 1· 1-1 10-1;;-:J TYPE G & TYPE H LANELINES (MUL TILANE HIGHWAYS) DETAIL 8 _.12.14 mI 5.18 m c::::::::J -- DETAIL 9 --12.59 mI2.I4 mI [I c::::::::J 14.64 m 5.18 m 12.14 mI2.59 m I c::=i [I -- DETAIL 10 14,64 m --I 2.44 mI2.44 m I 4.88 m [I O O 0 1,.44 mI f.44 ~ I 0 0 0 Cl --~ l----I.22 m DETAIL 11 --3.66 m 10,98 m 3.66 m - DETAIL 12 --1: 5.49 m 14.64 m 3.66 m I 5.49 m I [I [I -- DETAIL 13 --1: 14.64 m I 5.49 m I 3.66 m I 5.49 m [I 0000 [I ---I 1--1.22 m DETAIL 14 --1: 43.92 m : I 14.64 m 14,!;;4 m I 14,64 m 13.66 mI rn 0000 []j 0000 []j 0000 []j ---a l.-1.22 m DETAIL 14 ~ t--------j-----=E--------------, =E ----+-+--------< lw-J ~¾r ---,l,,~•\92 m 0.8 km 43.92 m 0.8 km 43.92 m 90 m ~DETAIL 13'------- ------ February 15, 1996 PLANS APPROVAL DATE NO PASSING ZONES-ONE DIRECTION -12.14 mI 5.18 m 12.14 mI , 5.18 m 12.14 ml ~ ~ ~__[75 DETAIL 15 --~ f DETAIL 16 DETAIL 17 I 14.64 m 2.59 '1!12.14 mI,.s9 m I 181 ~ El ~ l T --El 7.32 m Iii 7.32 m El 150 14.64 m -l~-44 m 12.44 mI2.44 rn 1, 7.32 m !.I ©©® El ©©® El © © © ® rill El © © © 0 ® !IT ---I l--I.22 m _ 1 3.66 m I B>0@888>j 10.98 m I 3.66 m 1175 ~ DETAIL 18 ~ f --l __ _,,_5,,i4d,_9 ---'m"--J-t--"-3'-".6"'-6---'m"-!, l-""'5."'4"--9 ---'m"-------1' -!ii" 1>00@8&1 eg_[75 DETAIL 19 ~ 1_ T DETAIL DETAIL DETAIL DETAIL El 7.32 m El 7.32 m !IT --I-----'-'""---"'-----+-~-=~----~ L50 14.64 m -I 5.49 m I 3.66 m I, 5.49 m 20 l8l ©©©© El © ® © © ® El ® ® rill ® 0 !IT --1.22 m~ 1--- NO PASSING ZONES-TWO DIRECTIONS --75 21 ~ r ~ T ---7.32 m 7.32 m J50 !ill 181 Lill 22 ~ l _j_ ~ '-L 15 --llll l8l lill1 50 7.32 m 7.32 m -I75 23 119 0 0 0 0 0 !ill 0 0@ 0 ® 181 !lil 0 (& 0 0 0 Ill! 0 0 0 0 0 llllT --1.22 m -j I- PAVEMENT MARKERS AND TRAFFIC LINES TYPICAL DETAILS NO SCALE ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE SHOWN REVISED STANDARD PLAN RSP A20A CITY CONTRACT NO. CI TY OWG. NO. r! I I '1".lf'IO "' -I C ,, r-,. z :0 "' ,, ,. ~ 0 ,. EXIT RAMP NEUTRAL AREA (GORE) TREATMENT DETAIL 36 -Edge of traveled way (mainline) >------7.32 m---os 50 0.31 m 50 [I [I [I [I [I l r [I 200 mm White Line See Detail 27B 100 mm White !ine ,._______ 1.32 m fl l _, ~ 50 fl See Ds::a1~ 1 ::A AZOB r-- Std Pion A20B ~ fl fl 100 mm Yellow line Edge of traveled way (ramp) ENTRANCE RAMP NEUTRAL AREA (GORE) TREATMENT DETAIL 36A - ---See Detalls 25A Std Plan A20B L 100 mm White line See Details 27B Std Plan A20B 1.83 m 1 Edge of traveled way (molnllne) 100 mm White lfne _ ___,J-}---'-See Detail 8 Std Plan A20A Type A markers optional Edge of traveled way (ramp) LANE DROP AT EXIT RAMPS DETAIL 37 ->----------27.42 m ----------< Repeat at 0.8 km Intervals 1.83 m 0.92 m * <-----90 m-J\---' See Detail 388 Std Pion A20D D 88 To accomparr; plans dated S • \ ~ • ~j FP,,.,c I ~"'t LANE DROP AT INTERSECTIONS DETAIL 37B 0.92 m 0 I ST COUNTY ROUTE 12 Ora 55, I REGISTERED CIVIL ENGINEER February 15, I 996 PLANS APPROVAL OATE Ttr, Stam er catlfornla or rts officers or (JfJfJlts shill rd be resp(/flSlb/6 f<Y' Its orourocy er oomp/fJllJf/eS6 ef electrorlc CO(i~ if tfis plan s r~~ 27.42 m----<~ f 1.83 m1 i----9.14 m ---1---9.14 m --+---9.14 m ---i--9.14 rn I I I I I ~ D D rn D D m ~□ m D D m D [I~ DETAIL 37C r9.14m ~ 8 8 8 8 See Detail 36 I QI t l[l·I 200 mm White Hne 3.66 m 0.92 m Through traffic ~ See OetaH 38 1.83 m Std Pion A20D I: -27.42 m---------------• Fl·~fl~11 9.14 ml 9,14 m I 9.14 m . ~. •. ~ . ~Q881 1 ~08, 88 88 m 88 88 rn 88 ~888~8~88f 3.66 rn J 0.92 m Through traffic -See Detail 38C 1.83 rn Std Pion A20D LEGEND MARKERS 0 TYPE A White Non-reflective [§ TYPE C Red-clear Reflective [I TYPE G One-way Clear Reflective .__ Direction of Travel MARKER DETAILS rm Reflective Face 16~ c::::=::=s I_ l.5-4.5TI OJ~ TYPE A SHEET TOTAL NO. SHEETS 1 9.14 m -~+----9.14 m --<-----9.14 m ---i-~-9.14 m -~4--'-l-'-1---'-l[J D ~□ □rn □ □rn □ ~□ □rn D [I '---"[J'-----_L_ __ _,[Je..J NOTES TYPE C TYPE G - DETAIL 37A -r---9.14 rn 88 II 88 88 - IQl'IOI 200 mm White line 3.66 m 0.92 m 1.83 m [I [I [I ~--------27.42 m ________ .,_. * 1.83 m 0.92 m Repeat at 0.8 km Intervals -~l--'---1-1'.!--~~-90 m See Detail 36 • 9.14 m ~-9.14 m ·----i-----9.14 m -/ See Detail 38C I I Std Pion A20D \liE ;11 1 1 8 8 * ,:, 8 ,.,,: ":"'"": :~ ~,,.: :,, :, 8 ::::::~ :,:,,:.._o_u_xl_lll...ar_y_lo-n-es---':~where where weaving length Is cr!tlcol ,._..,.·. __ ,. _,.,_. __ _ I. Minimum projected area of reflective face = 65 square mllllmeters 2. Reflective mar-kers need not be rectangular PAVEMENT MARKERS TYPICAL AND TRAFFIC DETAILS NO SCALE ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE SHOWN RSP A20C DATED FEBRUARY 15, 1996 SUPERSEDES STANDARD PLAN A20C LINES DATED JULY 3, 1995 -PAGE 5 OF THE STANDARD PLANS BOOK DATED JULY I 995. REVISED STANDARD PLAN RSP A20C CITY CONTRACT NO. ,.. ...,,,.,,,.. CI TY OWG, NO. ,., ern~ ,.. rlJ I ??()R en -I C "'O r- ► z :ll en "'O ► I\) 0 (') 2% Max Plantlng area 0.0 m or greater ~I 8.33'l. Mox N:, I0'l. Mox at curb 8.33'l. Mox See Note CASE A See Note 9 ~ 1.22 m ~l C Se E N Crosswalk § 1.22 m Min Crosswalk L Retaining curb If necessary at edge of sidewalk See Note 8 ,: + 4) 1.53 m 000000 000000 000000 000000 000000 ~l 000000 8.331/. 000000 000000 Mox 000000 600 mm Min --i..---' CASE C 000000 000000 000000 000000 000000 000000 Retaining curb If necessary ot edge of sidewalk 000000 See Note 8 000000 000000 000000 000000 000000 See Note 9 Planting area X 0 " "' N 101/. Max at curb Use when sidewalk ls less than 1.8 m wide CASE F 1.22 m "' ">X '--0-0-0-0~~ ~'---a'o ~o~~ X 0 " "' N Front edge of sldewalk See Note 4 ~! C Se E N '.:! 0 <D L 0 <> C += C 0 a: To occomparf plans dated~5'-•_,l~S~•~9~7~-- See Note 8 /;;Ix "'0 ,; :, 1-l--1~·2~2~m~--1l---see Note 9 ~ See Note 8 "'j "> X "' 0 ,; :, Front edge of sidewalk Front edge of sldewalk .. ,,.,c I ~"t NOTES Moy 29, 1996 PLANS APPROVAL DATE TflJ StattJ c, Callforrio or Ms C,f!CNs or oge,ts stoll rd be responsible for tfB aocurocy or oomplff!tJSS d el«froolc C()fies d rffs pion s,-. I. If distance from curb to back of sidewalk ls too short to accommodate ramp and 1.22 m platform as ln Case A, the sidewalk may be depressed longitudinally as in Case B or C or may be widened as in Case D. 2. If sidewalk is less than 1.8 m wide, the ful 1 width of the sidewalk shall be depressed as shown ln Case C. 3. When ramp Is located In center of curb return, crosswalk configuration must be similar to that shown for Case E to accommodate wheelchairs. 4. For Cases F and G, the longitudinal portion of the sidewalk may need to be depressed as shown In Case B. 5. If located on a curve the sides of the ramp need not be parallel, but the minimum width of the romp shol I be 1.22 m. 6. Transitions from ramps to walks, gutters, or streets shol I be flush and free of abrupt changes. 7. Sidewalk and ramp thickness, "T", shal I be 90 mm minimum. 8. The ramp shal I have a 300 mm wide border with 6 mm grooves approxlmately 20 mm on center. See grooving detail. 9. Curb ramps that hove a ramp slope flatter than "'l ij '.:! Typical warning surface on romp (See Note 9) 101/. Max at curb 1.22 m See Note 9 6.67% shall have a detectable warning surface that extends the full width of the romp and 600 mm minimum length, similar to that shown on Cose D. Detectable warning surfaces, at the option of the Contractor, shall be constructed by cast-In-place or stamped method, or consist of a prefabricated surface. The prefabricated surface shal I conform to the requirements In the 101/. Max at curb Front edge of sldewalk See Note 9 CASE B Top of ramp 1.22 m Min Rounded _l [::::::~' 7 bl -~-~-~-~-~-~-~-~-~-:-~~2~1/.~. ~M~o~x7c:J:;J 8.331/. Mox Top of ramp Rounded 17----- SECTION A-A 1.22 m Min Retaining curb lf necessary 8.331/. Mox 21/. Mox :;J SECTION B-B Depress entire sldewolk as required ~ If necessary ~ Retaining curb ci:-'=-=-=-=-=--2C:'.:.=~=:-:::::xy~-"f--~-=-=-=-=-=--~1 g /)4 SECTION C-C ---- Planting area LL 0 <D + Eo <D OL 0 <> 1.22 m CASED See Note 8 2 m ,:; 9 "' 0 ~ "' "' 0 L u ~ ~ ~-----+ 101/. Max at curb Crosswalk CASE E L_ Approximately 20 mm~ -, i----6 0 + I:> + b [6 0 , 0 , , , 0 0 , , , GROOVING DETAIL CASE G See Note 4 ~ ~r@@ @ @ : :<S~~ "'"" r§ c,<l RAISED TRUNCATED DOME PATTERN 11-t ~5 c::s ~T @ RAISED TRUNCATED DOME DETECTABLE WARNING SURFACE Removal and replacement at contractor's option unless otherwise shown on project plans ~ '-- See Note 9 Limit of pay DETAIL H Existing curb and sldewolk CI TY CONTRACT NO. ~,,,, r special provisions. IO. When detectable warning surface Is not required on a curb romp, the concrete finish of the ramp and Its flared sides shal I hove a transverse broomed surface texture rougher than the surrounding sidewalk. 11. Ramp side slope varies uniformly from a maximum of 10% at curb to conform with longitudinal sidewalk slope adjacent to top of the ramp, except tn Case C. 12. Utlllty pul I boxes. manholes, vaults and al I other utlllty facflltles within the boundaries of the curb ramp wtl I be relocated by the owner prior to. or In conjunction with, curb ramp construction. 13. Maximum slopes of adjoining gutters. the road surface Immediately adjacent to the curb ramp and continuous passage to the curb ramp shall not exceed 5 percent within 1.22 m of the top or bottom of the curb ramp. 14. Design details approved by the Division of the State Architect on March 18, 1996. ST ATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION CURB RAMP DETAILS NO SCALE ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE SHOWN NSP ABB DATED MAY 29, 1996 SUPPLEMENTS THE STANDARD PLANS BOOK DATED JULY 1995. NEW STANDARD PLAN NSP CITY OWG. NO. r,, -i::~oi' _.-C:\J I ??OA EA 03890 I A88 "' -I 0 • .,, r- )> z z "' .,, )> 00 00 Apprax,mate Or19mal Ground Datum ele~ -10. o exist 8kig I I ~ Abut! P1LE DATA 400 mm SQ CONCRETE PILES (CORROSION RESISTANT} ., ;, + 4. 00 , •. 4_07%± LOCATION DESIGN LOAD *DRIVEN NOM1NAL RESISTANCE DEStGN TIP SPEClf'IED CAPACITY El.EVATION TIP "") APPROXIMATE PROFILE GRADE !) ._, !!i .., ,.. Qj C\J !!; <ti "l No scale ~ 62. 789± Anti Vcmes II.eI4± 11.341± /4.02/t 13.170 13.043± Ill ... ..... e.GOMm C::,~ ~i!-I Cir. ""''------ Tell-Tale ·'i ' " ,1 ~ente ~ 1fex reme H~h Wafer 8en 4 ent5 LONGITUDINAL r..,, ~\i·~ u, rnO ~,~ <J> I: 300 SECTION Exist Bldg AbufG 54 ~ I ~ .,, 'l! "' ~ "' ,. ~ -!!! "' .... B1keway (SERVICE) (SERVICE) COMPRESSION TENSION (1) (2) (3) ELEVATION ABUT1 400 kN 560kN 783kN 0kN BENT2 SOOkN 585 kN 11111 kN 220 kN -11.3 -1.2 -14.0 BENT3 SOOkN 510kN 002kN 220 kN -11.3 -1.2 -14.0 BENT4 SSOkN 560kN 1103 kN 220kN -11.9 -1.2 -14.0 BENTS 550kN 570kN 10MkN 220kN -11.9 -1.2 -15.0 ABUT 6 500 kN 750 kN 978 kN 0kN -15.D * INCLUDES OOWNDRAG LOAD DUE TO LIQUEFACTION DESIGN TIP ELEVATION IS CONTROl.LEO BY THE FOLLOWING DEMANDS: (1) COMPRESSION. (2) TENSION. (3) UQUEFACTION 13.345± W1den1n Electrical Conduits (So Ca hf Edison) Telephone Condvlfs (Poe 8el/) Cable rv CondU1/~ 20./8 11. 2st -14.0 -14.0 -14.0 -15.0 -15.0 Exist Tleti-Back Cone Sheet Pile 8ulkheati (Comcast Cable T.Y.) Tubular Hand 3.93 e40 Remove 2.0 . exist Barrier tExtertor(S111:ler Ra1lmg (Mod) Concrete Bomer Tl/Pe 2G (Mod) 508mm¢S~rfarce /Vlam In ti9:Jmm ¢ Ccsm9 (C1xmt~~1k/flon 01Jtr1ef Of Oron~CcxJnt. 400mm SQ PrestresjSj Concrete Pile --- 400mm Ca3f•lron Sewer (Abantione<i) " " " " " " " " " " " " Match existOJ'o±) " " " " " " " " " " " " " " " 6.835t 8.89± DIST COUNTY ROUTE 12 Oro 55.1 REGISTERltD Cl\1L ENGINEER PLANS APPROVAL DATE KILOMETER POST TOTAL PROJECT 0.13 0.97 31.71/32.08 MOFFATT & NICHOL. ENGINEERS SANTA ANA, CALIFORNIA CITY OF NEWPORT BEACH SHEET TOTAL NO. SHEETS \68 202 ' PUBLIC WORKS DEPARlMENT ~Riess t..============------~ THE STATE OF CALIFORNIA CA ITS OFFtCERS OR AGENTS SHAU. NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF ELECTRONIC COPIES OF THIS PLAN SHEET. l?.678 t Var 7.93Ot 5.48G \tlr .3.SGet aJO New Ra1seti Median Profile (jrade 17-ot ==-=v ---=.r='=;S;' ---~ ~~~ "~~~· !! rrnnrr i ii ii ii ii ii ii '"""""" ex11Jf 8nclge No55·0035 ~pororl/ 11 Railmg Type 'K': : See Rawy Plans ! ! ,---r-r---Pre=f Pt?Jf~ i ii ii ii ii ii ii '"""""" '"""""" ! !! !! !! !! !! !! Concrete Deel< : : Units Refatntng Wall Na 32A 5ee RdWJI Plan ~..,.,3, • "' 600mm Polyelhtlene__J Sewer force Mam " " " " " " " " " TYPICAL SECTION structure ,Approac·~h4-:-:;~----\--__:\----~-~--+-\-----\ TyptN-'-"-'S<L)-411<==---___:,.-----=,t--;;;,,;;-~c-\-------Yl------\---+-----dt-=-=:;;;;;,:;->--::;,;l-:;----ttf-------:::=-F=R=B7a.o98 1<=457.215 To Santa ;,no • Nole: New Shear Walls for Index To Bridge Plans, Trdal Data And eeneral Nofe3 See 111'ounaaf1on Plan" Sheet Patnf 'Newport Channel 8r1d9e' Pamt 'Bridge No. 55·0035' And rear r:ompletecl I: 150 ApPROXIIIAJF ,epjf QI WTDEf: REMOVE NE REPlACE PORTION STRUCTl.ME APPROACH SLAB ..... lUIF Sl.1111 REMOVETNIIEftPLEDOl.ffWIS-------·············• LI.M'SUII BRIDGE REMOVAi. lf'0RTIClN) __________ C.-SUI STRUCiu:EEXCAVATION(BRIDGE) .......... _______ 2N ..S STRUC~IIACKR.1.(BRIDGE) .......... _______ 140 ..S FURNISHTREATEDTIIEER.PtuNG ________ _ TllaRPILEDOLPHIN ------------ ... 2EA F\MtiHH 400 _. SQ PRECAST f:'RESTRESSED CONCRETE PIUNG ... 1.an m DRIVE 400 MM SQ PRECAST PRESTRESSEO CONCRETE PIUNG........ 91 EA STRUCTURAL CONCRETE, BRIDGE FOOTING______ 25 m3 1111ft1CTURALCONCRETE, BRIDGE .......... ________ 300 m3 STRUCTURAi. CONCRETE. APPROACH SI.AB (TYPE N) ----50 m3 STRUCTURAi. CONCRETE. APPROACH SLAB (TYPER)----45 m3 IWSEDMEDIAN______________ 175 m2 DIIIU..ANDBONODOWEI 175 m FURNISH PRE.CAST PRESTRESSED CONCRETRE SLAB (TYPE SN).... 745 rn2 E'RECT PRECAST PRESTRESSED CONCRETE DECK lHT___ tll EA REFN1H BRIDGE DECK ___ _ 10 m2 CORE MID PRESSURE GROUT CONCRETE (75 WI).___ 90 m NEOPRENE TB.L TALE .... LUMP SUM JOINTSEAL(TYPEB,MR•SO,-, .............. _____ 21 m 11M REN=ORCING STEEL (BREGE) ........... _______ 31,000 KQ CLEAN AND PAINT EXISTING STEEL............ . ..... LUMP SUM NOTE At exist A~ f:! THE CONTRACTOR SHALL VERIFY ALL Indicates Pomt Of M1ntm11m Verhca/ Clearance Along 81keway ~IIETAl.(IIRIDGE) ________ _ 1,730 KG ":'ONTROUING FIELD DIMENSIONS ):FORE ORDERING OR FABRICATING .., ANY MATERIAL DESIGN ft LEE -SHANGKUAN Bi~c:;ACTOR LIVE LOADING: ~~6°PafMA,NgE;t-c;1~R&A1bV£ PREPARED FOR THE .., . " OE TAILS ft LEE 0, .... l'-:Z. f7 ft 0, WWW6.iii OU AN TI TIES WANG -SHANGKUAN WOUT ft LANGDON -KASHUBA QTY Of NEWPORT BEACH 1----+=-------+-~=-=-c-Hou-----+,.,-an-CA-TIJJN-tS -=ft~-\\I-I-IP_P_LE---+..~c.--c._c._=--\\1-1-1-P-PLE--i DEPARTMENT OF PUBLIC WORKS "IIO.t:CT~ ORIGINAL SCALE IN MILIMETERS cu 12208 FOR REDUCED PLANS O 20 40 60 so EA 038900 ALL DIMENSIONS ARE SHOWN IN METERS, EXCEPT AS NOTED n.JI.AAHAN0RAIUNG(IIODIFIED) ...... ______ _ ca«..REIE MRRtEft (TYPE 29 MOOIFIED) ______ _ 70m 70m 55-0035 NEWPORT CHANNEL BRIDGE (WIDEN) DISREGARD PRINTS BEARING EARLIER REVISION DA TES GENERAL PLAN REVISION OATES PRELIMINARY STAGE ONLY SHEET OF 17 6 orm Oram {Ca/trans) I,;; i • BM I wm (RESET 1131) ElEV. 3.002m FD. STD. USCGS BM DISC STAMPED W187 RE- SET 1838" SET VERTICAL Iii THE NORTH FACE OF MOST SEl. Y PIER ON THE SOUTH SIDE OF PACIFIC COAST HWY. UNDER RTE 55 NEW- PORT BLVD. BRIDGE,2.7 FT. W. OF NE CORtER OF PIER, 3.5 S\. Y OF S. CURB ANO 2' HIGHER THAN CURB (NGS331174,LN-103, PG-9) BM I 1Jl213 ElEV. 2.IMClm NOTE; BENCHMARK IS LOCATED IN THE SOUTHWESTERLY CORNER OF A 5 FEET BY 9 FEET CATCH BASIN. APPROXIMATELY 185 FEET EAST OF THE SOUTH END OF THE NEWPORT AVENUE BRIDGE CROSSING PACIFIC COAST HIGHWAY; 43 FEET NORntEAST OF LIGHT POLE MARKED E--34 ANO 10 FEET SOUTHEAST Of LIGHT POLE MARKED E-33; APPROXIMATELY 70 FEET SOUTH OF CENTERLINE OF PACIFIC COAST HIGHWAY; 1 FOOT HIGtER THAN Tl£ HtGH\NAY. THE CONTRACTOR SHA1.l. VERIFY ALL CONTROU.JNG F1El.D DIMENSIONS . BEl'ORE ORDERING OR FABRICATING / ANt MATERIAL T1DAL DATA. EXTREME HtGH WATER: IMEM HIGHER HIGH WATER: MEAN HIGH WATER: IIEAN SEA LEVEL: MEAN LOW WATER: MEANLOVVERLOWWATER: EXTREME LOW WATER: GfflEBALNOTES I pap FACTOR QEStGN 1.S72M 0.802 0.582 0.000 -0.549 -0.1129 -1.594 DESIGN: BRIDGE DESIGN SPECIFICATIONS (1913 MSHTO WITH INTERIMS N«J REVISIONS BY CAL TRANS) 4.IO F1 .... 1.11 0.00 -1.1S0 -2.72 -5.23 DEAD LOAD: INCLUDES 1875 Ntm2 FOR FUTURE VEARING SURFACE LIVE LOAD: ttS20-44 AMJ AL TERNATNE AND PEJM1' DESIGN LOAD SEISMIC LOADING: PEAK ROCK ACCELERAllON • O.lg DEPTH OF ALLUVIUM 3.0M TO 24.0M (MODIFIED TO 1""' DAMPING) RERFORCED CONCRETE: Fy • 420 - Pc•28 .. N•O PRESTRESSED ~w~-1 E: SEE PRESTRESSING NOTES ON "FRAMING PLAN9 SHEET n PHOTOGRAMMETRY AS OF"· AUG' 112 DRAWN N.A. DESIGN II\ WWW • ~ 5.z.97 iTI .... 61,t SURVEYED ... I.K. CURTIS rno Ol:OCED ., PSOMAS n N. A. DETAILS n TRACED n n CHECKED N. A. QUANTITIES \ PLAN ' I: ZOO APPL v;;ae, E SJHtlARP PLANS DATED JULY 1ns A1DA. ABBREVIATIONS A10B SYl8Jl.S Nofe: Ex::ovofe .Anli Locate Ex1sf Bulkhead wall T1ebac1t.s Pnorro Pile /nsfallot1on At Bent 5 INQeX TO BRIDGE PLANS 1. GENERAL PLAN 2. FOUNDATION PIAN M2C I.MTS OF PAYIENT FOR EXCAVATION AND BACKAU.-BRIDGE S. ABUTMENT 1 -DETAtl.S NO. 1 091B EDGE DRAIN OUTl.ET NfD VENT DETAI..S i,o-1 8RlllGE DETAILS 4. ABUTMENT 1 -DETAILS NO. 2 .-&0-3 BRIDGE OETAR.S 5. • AStJTMENT 1 -DETAILS NO. 3 I. ABUTMENT 15-DETAILS NO. 1 7. ABUTMENT I -DETAILS NO. 2 I. BENT DETAILS 80-5 BRIDGE DETALS 80-13 BRIDGE CETAILS 82-1 PILE DETALS a.ASS COOC ANO Cl.ASS ll25C 81,.21 JOINT SEAL (MAXIMUM MOVEMENT RATING• 5GMM) I. TYPtCALSECTION 811--51 1UB1AAR HAND RAILING 10. FRAMING Pl.AN 811-54 CONCRETE BARRIER TYPE 28 11. MJSCEU.ANEOUS DETAILS 12. STRUC~ APPROACH TYPE N (98) 13. STRUCTURE APPROACH 1YPE R (90) 14. STRUCTURE APPROACH DRAINAGE DETAll.S 15. LOG OF TEST BORtNGS 16. APrBUILT LOG OF TEST BORINGS NO. 1 17. AS-BUILT LOG OF TEST BORINGS NO. 2 -SHANGKUAN PREPARED FOR THE l£E ~:z. ...... ku-r·:.. LEE -SHANGKUAN aTY OF NE\\POOT BEACH ~- -CHOU DEPARTMENT OF PUBUC Y«JRKS WANG ORIGINAl SCALE IN Mil.METERS cu 12208 f'OR REDUCED PLANS 0 20 40 60 80 100 A DIST COUNlY ROUTE 12 Ora 55,1 REGISTERqi OVIL ENGINE£R PLANS APPROVAL DA.TE 14W45 5p1ral~Remf I 1;5° @: Hool<. • 150mm cutoff Lme Notes, 1,: /. for l.appedJp//r:es, Jp1ra/ Remf J\ Shall Se l.a~a Af I.ea.sf so Dtamefers ,y e. Spiral Remforr:emenf Af Lapped Splices ~,,~,-==.1 __ __,____.__ And Af Ends Sholl & Termmaf~ 8JI A 155° Hook Around Longtf Remf PILE .SPIRAL DETAIL ELEVATION 400mm SQ PRECAST PRE5TRE58ED CONC PILE No Scale Prestressm9 Steel Pf : 1025 KN Mm, 10 Strands Mm Pf = Presfressmg force (Affer Losses) _ Pf Shall Provide &. 20 MPa Mm Concrete Strength : f'c = 41.4 MPa @28 DQ_IJS ft: = e7. GMPa ~ Transfer All 01MENS10Ns ••E saoWN 1N METERS, EXCEPT AS NOTED N . 55-00JS NEWPORT CHANNEL BRIDGE (WIDEN) POST POST FOUNDATION PLAN MIL( KM 0.18 0.29 DISREGARD PRINTS BEARING REVISION DATES PRELIMINARY STAG£ ONLY "' EARLIER REVISION DATES - l r~ Shear Wall ' Type.3 8400 280 6400 6400 Remove Ex,~f End Dtt;phrogm I, Exterior q1rder . !Abut DIST COUNTY ROUTE 12 Ora 55,1 RtAS~ Cl\1L ENGINEER PLANS APPROVAL DATE KILOMETER POST TOTAL PROJECT 0.13 0.97 31.71 32.08 SHEET TOTAL NO. SHEETS 1?0 202 r--, i i r·-/600 1600 I ,' I , I : i Shear wa11rypee €shear WOii Type I MOFFA TT & NICHOL, ENGINEERS SANTA ANA, CALIFORNIA THE STATE OF CALIFORNIA OR ITS OFF1C£RS OR AGENTS SHAU. NOT 8£ RESPONSIBLE FOR THE ACOJRACY OR COMPLETENESS OF El.ECTRONIC I :/ I I, Ii , I, j Angle fomf COPIES OF THIS PLAN SHEET I , I ,i i Ii ---/ / ,t-: _-_-' __ ,,,_= __ =_= __ =_=_--~_=;_L=:-~_;=_= __ =_!= __ ':':':':==~I -,------ Typ Abut Remf Add I es" 'i_ at 300 #13" LJ NOTE: I;; THE CONTRACTOR SHALL VERIFY ALL CONTROLUNG FIELD DIMENSIONS ,, BEFORE ORDERING 0A FABAtcATING A /4NY M,\TERIAL 8000 .~-1--------+-1--~·t ··f-··-··-1·-t-··-----1 ----+--front face Sheor Keys See ''Ab1.1f I· Details No 3" Sht 10 500 PLAN I: {JO 3/20 .....J ··-1-------i-- eeso± 2955 1670 II 6,30t ....J ...J ,-Edge Of Oeck. Remove Extd End ..n;-_ Diaphragm, Exterior ❖ Qtrder, And ~orr1er structure ' ' I I I I .., I ' ! ...J Slope f,10 #13 @300 7 f!J300 SECTION /: 40 ,,, .. r-i (! 150 #t, Cont GeocompoJtfe Drain Abut Dram #/6"'--(!300 #/3 "r-::, <!1300mm #1:;x LJ (!300----'~~-Vert ¢ 150mm Hor13 WWLOL SECTION 1:40 ----W!NGWALL DETAILS---NJ!e: ·-1:j:t· Indicates vert,ca! Pile FOOTING PLAN (Ab11tt Shown, Abut G ~,mi/or) 1: BO DE5'GN ~ LEE -SHANGKUAN PREPARED FOR THE DET>JLS ~ LEE -SHANGKUAN. CITY OF NE\W'ORT BEACH t-ou-,.-nn,::ES:-i;~.--:W::::Ac:cN:::-G----t .. -aaa--::CH:::OU::::----, DEPARTMENT OF PUBLIC WORKS ORIGINAL SCALE IN MIUMETERS FOR REDUCED PL.ANS O 2D "' 6D 80 1D0 . . tlll!Eli: P..:r+, I<. , ii·, cu 12208 EA 036900 -FOR SECT10NS NOT SHOWN SEE •ABUTMENT 1 -DETAlLS NO. 'Z' SHEET -FOR Sf-EAR WALL DETAILS SEE •ABUTMENT I -DETAIL.I NO. 2" SHEET All DIMENSIONS ARE SHOWN IN MflUMETERS. EXC£PT AS NOTED 55-0035 NEWPORT CHANNEL BRIDGE (WIDEN) POST POST MILE KM 0.18 0.29 ABUTMENT 1 -DETAILS NO. 1 DISREGARD PRINTS BEARING REVISION OATES PRELIMINARY ST"-GE ONLY SHEET OF EARLIER REVISION DATES -f& ~ 17 # t," n (JI ,oo # 13 (Tot 5) -- #/6 J< L@.;oo #/3~ 300 ConJf Jf----u SECTION @ 1, eo End Of ' Deck Umfs Abl.Jf #/3J< ~ <!200 See 'Dec/c Unt!Oe!atll ...,,e=o--+io-"'3"'-80=---.. On 'framing Plan' Sheet. h===::±:::~~ f. /3rg 6mmxl50mm 88 Ab1.1f BB 650± 380 355 8/0t SE CT ION For Detai/s Not Shown See Section © soo @ 3-#l6x tl) ..___L....-Ab1.1 t Bac/cwal/ ~1:: r--~ieRP~t~--'---1 _j End of Deck 1./mt.s #/9(Tot4) 50mm Expanded Po/11sfy!me At s1aes or Key 0 -~"--#/3 >< mi @ 100 . ----i1-o1----4 -#/9 " L..J a ~ - ~00 ....... PLAN .._ • #!3(iot4) ~ "I • Typ Abut Remf ------L 380 8aclcface Shear Key .See 'Ab1Jf Details No .s• 5hf -.--+--- SE CT/ON 450 Drill f, Bond#Jgx_,,,-- @.;oo In ,oomm Deep Holes Press1Jre !Sro1.1t es mm¢ HS Rods In Cored Holes (! GOOmm Cfrs 6!50± DIST COUNTY ROUTE 12 Oro 55,1 OVIL ENGINEER PLANS APPROVAL DATE KILOMETER POST TOTAL PRO.£CT 0.13 0.97 31.71 3 .08 SHEET TOTAL NO. SHEETS 111 20e MOFFATT &: NICHOL, ENGINEERS SANTA ANA, CALIFORNIA THE STATE OF CALIFORNIA OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR TI-IE ACCURACY OR COMPLETtNESS Of ElEC1RON1C COPIES OF THIS PLAN SHEET ' \ Remove And Replace Portion Exist Sfr1Jct1Jre Approach Slab --+-~ Ir---+-- Exist (jeocomposlfe Oram New Ah1.1f Dram, Connect To exist 1,-.S. !, 1, eo ' • - --------- 8,;; ~~~==ti-ru="' Typ Diaphragm Retnf #16" [ID (Tot 3) Pl....------lr#/j (Tot 4) SECTION @ Jmm Neat Cement MorfQr 13ed /: 20 75mm¢Cored Hole In C/t,IJf foofm9 #E5xr7 ('rof!5 .._____,,,,,5 Cont(iof4) i..1---"'"-'!....__;:r-# JG x □L' 300 ® 450 Dnll / Bond #/9 ,.,,,,--~ 500 In 300mm Oeep Holes Press1.1re qro1.1f 25mm¢ HS Rods In Cored Holes ~6oomm Cfrs face of New fooftng E1<tens1on Neoprene str,p ~-----1.+--Expan_ded TYPICAL BEARING DETAIL PoiyJf};rene ~ #13 (Tot.;)-../ , "--'-... Typ D1aphra9m Remf Add #/9 x 1.85m (Tot 5) temm ExpQndtd Polyst!Jrene T19hfen N1.1ts To Achieve Uniform Bearm9 Affer Const W fooftn!l E1<fens1on And Pre ss1.1re qrovf Anchor If. eoo" eoo" JSmm (T!Jp) --esmm 'P HS Rod Cocf E1<p0Jed Porhons NOTia: I : 10 Ii, lliE eotmlACTOR SIW..L VERIFY AU. >, CON11lOl.J.Nl F1ElD DIMENSIONS j BEFORE ORDERING OR FAl!RICATNG ' AN'f MATERIAL. ~ .. ~ ct> ...... s: .. 7-1'Z SECTION (R) INTERNAL 3HEAR. KEY DETAIL5 I.Jc ~caie DESIGN __, SHANGKUAN PREPARED FOR THE 1-DE-TAIL_s -k-~ -=LEE=---1--__:::.SH::..::..AN:.=:GK:::.:.:UAN:.:___i aTY OF NEWPORT BEACH OUANTI"'S ~ WANG -CHOU DEPARTMENT OF PUBLIC WORKS ORIGINAL SCA.LE IN MIUMETERS FCR REDUCED Pl.ANS 0 20 40 00 80 100 cu 12208 EA 038900 55-0035 POST POST MILE KM 0.18 0.29 Of Assembl!,I W1fh Epo1<y H.S. ROD DETAIL ALL DIMENSIONS ARE SHO\IIN IN MIWMETERS, EXCEPT AS NOTED NEWPORT CHANNEL BRIDGE (WIDEN) ABUTMENT 1 -DETAILS NO. 2 DISREGARD PRINTS BEARING REIIISION OATES PRELIMINARY STAGE ONL SHEET OF EARLIER REVISION DATES -/ 4 17 61rder (Typ) ' 8000 PLAN ' /: 40 Abut Abut ---7 h----- ' I ' II 50mm Exp JI ft lier -~=..L.--J 1000 750 1000 150 /000 4500 ~ Abut DIST COUNTY ROUTE 12 Oro 55,1 Cl\1L ENGINEER 5·19·9i Pi.ANS APPROVAL DA TE KILOMETER POST TOTAL PROJECT 0.13 0.97 31.71 32.08 MOFFA TT & NICHOL, ENGINEERS SANTA ANA, CALIFORNIA SHEET TOTAL NO. SHEETS 172 202 THE STATE OF CALIFORNIA OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLElENESS OF El£C1RONIC Abut PLAN /: 40 S,I, IJW +,.,,.. COPIES OF THIS PLAN SHEET ,rtp ....,,.ers,"'I" ____ -+A-bu_t,---__ .see ® ' "7 i~+-~~-__ • ___ Jj : e-#19 #/6K n @150 25mm ExfXJfPe<i Polystyrene ) ,, #r9"' □ (Tof ;) #16" n (Toho) #f6K r:::= (Tot G) #19 Cont (7ot 10) #161(, □ ~ 150 SECTION /: 20 Ort/I I Bon(I ;-#/6" r----- ln e5omm Deep Hole, (!aoomm Cfrs @ 100mm lr---it'I½ ... Ir (7'11p) for Defoi/s Nof Shown see Secf1on @ SECTION @ ,, 20 ' ' I -------,tt-e5 mm Expanded Polystyrene I ,-' -, ~-- J90mm ..,_• ---1-r- Expomed Falysfyrene SECTION >°2 I: 20 Top Of Ext5f footmg 5cCTION @ 1:20 FRONTFACE BHEAR KEY DETAIL8 BACKFACE 5HEAR KEY DETAIL5 NOT1" I; THE CONT!IACTOR SHALL VERIFY AU. "-CONTffOUJNG FE..D DIMENSIONS \ BEFORE ORDERING OR FABRICATING ) Nft MATERIAL ~ --"' -~~ ... r~--,,,, _ __,,g .... z'------t'I) MWf bllt Bent 30± 53ot 240 12ot • . .. •. . ,_. . . . _.►,:._ •• _. __ •. t . .,-i"--"'"----'--'-.-•. ~-!. ~· .-: ti .: --t-, exist Cone 01aphra9m .. ····;,.:.; §1, Non-.,hrmk -,.. ~ erouf Paa Q ";t; Exist -t-----<---.-+-----W~~-.d'H==--+--=-'i"'"""1--Floor Beam -'"<1-------f-:..~ ""1~ ' : 1 \__Ort/I I, Bond 25mm ¢ f floor Beam ao.l j/80,i Flange Bevelled washer -i !18>< 340mm Brg8ar;8x75•~ Wtfhe-411170 Or,ent Perpencl1cular Sloffeli Holes I Threaded /'iori In 300mm Deep Hole ProV11:ie ;mm Mortar Bedding : T ' oECTION ® SECTION cLcVATION _E _____ MODIFICAT/ONS TO E'il~TING FLOOR BEAMS AT 8ENT8'1 ~ To t Rfe 55 (Slotfe(i verftca/4') SECTION @ 1, ro ® 1, es OESGN ~ LEE -SHANGKUAN PREPARED FOR THE 1---0,-,AIL-s ---1-:,---~ ---==LE=--E ----h-=-::-SH:-:-:-:AN=GK=uAN-:-:--1 CITY OF NEWPORT BEACH WANG -CHOU DEPARTMENT OF PUBLIC WORKS QUANTITIES n ORIGINAL SCALE IN MILIMETERS FOR REDUCED PLANS O 20 40 60 BO 100 cu 12208 EA 038900 4----------~~ ALL DIMENSIONS ARE SHOWN IN MIWMETERS. EXctPT AS NOTED 55-0035 NEWPORT CHANNEL BRIDGE (WIDEN) POST POST MILE KM 0.18 0.29 ABUTMENT 1 -DETAILS NO. 3 DISREGARD PRINTS BEARING R£\1S10N D-' TES PRELIMINARY STAGE ONLY SHEET or EARLIER RE\11SION DA TES ----5 17 -~ ~ ~:::1-...;_ Edge Deck. Pile (All Piles Not .Shown) ..__r--1,,-.....__.,__ Edgeof / Oeck Note, ----$--lrxi1cafes Verf1ca I Ptle ' NOTlC I:; THE CONTRACTOR SHALL VERIFY AU. • CONTROlUNG F1ElD DIMENSIONS ,i BEFORE OROEfUNG OR FABRICATN3 AH'IMATERIAL ~ _ __,..,..;rtf:::t. f!~ii!i:!"ltfj~""'u'"''- CT) ....... s:-1-17 Remove Ex1sf End Diaphragm f, Exfertor ~,rder rt Shear Wall Type2 6120 Sfnp wafersfap SeetiQb, \]3} 50mm fxpondect Polystyrene ' if Shear Wall Type 2 5200 12 200 , /t Shear Wall r Type 4 ---, ' 6400 , DIST COUNTY ROUTE 12 Oro 55,1 REGISlEREtl CII/IL ENGINEER PLANS APPROVAL DATE KILOMETER POST TOTAL PROJECT 0.13 0.97 31.71 3 .08 MOFFA TT & NICHOL, ENGINEERS SANTA ANA, CALIFORNIA SHEET TOTAL NO. SHEETS 173 202 THE STATE OF CALIFORNIA OR ITS OFFICERS OR AGENTS SH"-ll NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS Of El..ECTRONlC COPIES OF THIS PLAN SHEET n ,,.-#18 00 ~ ~ {Tof5) xr I I I ~I I I ' /6x J.;,n lope J,JO ----.::::;,--frontface .Shear Keys ---..,,.ir+...--.=--------"3_,,_54"'"'0,,____ ___ ___,..._ ____ =10~16~0~--------t-----8~0~0~0------i See 'Abut/· Oefa1/s No 3' ~,pAbuf emf DETAIL /4.ngle fl,;nf 9540 627D DESIGN DETAILS QUANllTIES PLAN 1=80 r~ Rfe 55 __J---'-:--r-Remove Exist enei Dlo,ct,rogm, fJ<terior 0troer I ~rr1er ' l Rfe55 ,--- 15500 t=OOTING PLAN I: 80 ~ LEE --SHANGKUAN PREPARED FOR THE ~ LEE -SHANGKUAN CITY OF NEWPORT BEACH ~ W"NG -CHOU DEPARTMENT DF PUBLIC WORKS ORIGINAL SCALE IN MILIMETERS FOR REDUCED PLANS 0 20 40 60 BO 100 Sheet 5800 A=1:1:» l<u, -(1..,;_ -cr- cu 12208 EA 038900 NO. 55-0035 POST POST M!L£ KM 0.18 0.29 IIQlD; )0 ... :·: .... • 1.1. -V• .",r. .•; ·.-,...·-"I,- New Storm Dram See Rdwy Plans J: 40 SECTION No .Scale Strip waterstop See~ \J:1) e5mm Expanded Polystyrene ArounaPtpe ® -FOR SECT10NS NOT SH0VVN SEE •ABUT1ENT 9 • DETAILS NO. 'Z' SHEET -FOR WINQWAU. DETAILS SEE •ABUTMENT 1 • DETAU NO. 1" 11-EET" -FOR BEARING DETAILS AND INTERNAL SHEAR KEY DETAl.8 IEE "ABl/TMENT 1 • DETAILS NO. 'Z' 8tEET -FOR SHEAR WALLOETAILSSEE•ABlJTIENTI• DETAILSN0.2" SHEET ALL OIMENSIONS ARE SHO'NN IN MILLIMETERS. EXCEPT AS NOTED NEWPORT CHANNEL BRIDGE (WIDEN) ABUTMENT 6 -DETAILS NO. 1 DISREGARD PRINTS BEARING REVISION DATES PRELIMINARY STAGE ONLY SHEET Of 6 17 EARLIER REVISION OATES --- ; Abut EB 345 380 355 #13" n (!300 -_uv #/3 (Tot 4) -----l-r 2-#/6 g ---CcnJf Jf ... #f6 ,.J ~ 300-=~~±f===~~--Geocomposde Dram h /OOmmC/4 ,',,but Dram See h Ti''P. "5frucfure Approach n flni3 5rade '" Dramage !Jefa1!s"Shf ~ #13 (! 30 E E ..._ ~,z::;---#13@300 #1s"J @300 .--t=r::==:i:::~:::::=::::;±::::i~-# 16@ 300 t------t---#/3 (Tot 5) #/3 (Tof 5) l.±=t==l~~~±~~~~~#/6 ~ 300 690 850 fl 0 ' SECTION 460 €Ab Add #/61< 6.0m @300At€ ut-' . 1, eo ' Shear Wall -----. ~ • JOlnt!!!!J(MR:50mm) ~e -----+ . • I Abut~ ~45 ~so 355 ' • ~ -t ~ ,}: • ' ' ~ a <:., ,-. . _,,--'--- oom- Cr(iyp, . -_Ii: -----" E I: ~ I I I I ~t~f9 115· 575 '460 -,-.:Ji 345 1150 SE CT/ON ,, 20 eooo 1/50 ¢ "' t Cir :i;i E I ' I • . . • ' . I, L -l __ j for Details Not 5hownsee Section @ ....J Abut e 345'!: 380 355 DIST COUNTY ROUTE 12 Ora 55,1 QVIL ENGINEER PLANS APPROVAL DAlE MOFFA TT & NICHOL, ENGINEERS SANTA ANA, CALIFORNIA SECTION ,, eo @ SHEET TOTAL NO. SHE£TS 114 eoa ••. ELEVATION -["t_PE I ELEVATION -TYPE e TYPE 3 ELEVATION -TYPE 4 o·#t9 "'U NOTE, 8/0! ~ ~~~AU. SECTION BEFORE ORDERING OR •Al!RICATING I <> O AH'f MATERIAL. : ~ ~-•"t'" ~ •11+"'* c-z,.gz --' ELEVATION -TYPE IA 100mm J..--,.n--_,,6 • TI' @300 #l9x 'IT i,:r-,;il---#16-"'7 @300 Vert I 150 Hor13 ,L-n--#es ~ 300 7'T-,~r.i Ea face l,lrn~-#/6" r-;:, (! 300 Vert teoo Hor0 i~rr--6-#eE • r- ~100 Ea Face 1€0'11 SECTION@ @150 Ea face SECTION (Fi) r.-, J9x LJ (!300 -----------SHEAR WALL DETAIL5 ALL DIMENSIONS ARE SHOVVN IN MIWMETcRS, EXCEPT AS NOTED No Scale PREPARED FOR THE • ,, \,,.. .~00•3~ NEWPORT CHANNEL BRIDGE (INIDEN) aTY OF NEYtPORT BEACH ~des~.;:;:.,~~---"'~"""'" •""------,10-'""~1-.op;=;;~po=;,+-------------_:__-----1 ~+==-=-=="--I MIi.£ KM ABUTMENT 6-DETAILS NO. 2 DEP ARlMENT OF PUBLIC WORKS 0.1s 0.211 DtSIGN • LEE -SHANGKUAN DETA.1LS • LEE -SHANGKUAN QUANTITIES • WANG -CHOU OR!GIN.a.1. SCALE IN MIUMETERS FOR REDUCED PLANS 0 REVISION DATES PREUMIN-'RY STAGE ONLY SHEET OF 20 40 60 cu 12208 100 EA 038900 DISREGARD PRINTS BEARING EARLIER REVISION DA TES ---' 17 Edge Of Deck--- Ncfe : Excavate Ana Locate Exist ~ul!chead Wall r~back4 Prior ro Pt~ ln~fa/tat,on At f;enf 5 PLAN -BENT 5 Edge of , Deck----./ 10,0 e .5 ace$ (! 1130 = 9040 I: SC ,emm exp / I for Mrxl1f,cof1on, io !.x,,t floor Seam ,ee • Abut I· Deto1 ts Mio. ,1• Sheet 8ent4 I S; NOTE, • THE CONTIIACTOR SHAU. veFIFY AU. , C0NT1'0UN3 FELD DIM!!IISl0NS . j' BEl'ClllE ORDERING OR FABRICATING _...__ r7 r r7 L.J L.J L.J Jt filler PLAN -BENT 4 PLAN -BENT e ELEVATION (~nt e 5hown, Other$ S1mJ/or) I: 50 DE9GH ft LEE -SHANGKIJAN PREPARED FOR THE 0£T.All.S ft LEE -SHANGKUAN ft -CHOU ----"-----+==-"'-"-"------OTY OF NEVflORT BEACH DEPARTMENT OF PUBLIC WORKS QUANllTIES WANG ORIGINAL SCAI..E IN MIUMElERS F'OR REDUCED Pl.ANS 0 20 40 ,o 80 100 cu 12208 EA 038900 \4. C I 01ST COUNTY R001t 12 Oro 55,1 REGI Q'vtl ENGINEER Pl.IMS APPROVAL OAlt KILOMEltR POST TOTAL PRo.£.CT 0.13 0.97 1. 71 . MOFFA TT & NICHOL. ENGINEERS SANTA ANA, CALlrORNIA SHE£T TOTAL NO. SHEETS 11s ao2 THE STATE OF CALIFORNIA CIA ITS OfFlCERS 0A AG£NTS SHAU. NOT B£ RESPONSIBLE FOR THE ACCURACY OR COMPlETEN£SS OF EL!C1RONIC COPIES OF THIS PLAN SHEEl . Oen! JI lt/3" n Const ' I/ @250- 0 ~ • ·-100mm Cir {Tl,1p) - E ~~ ~6 ~i 530± ' "', ' --.. 1130t #es" r-(rot5) "'r-.;-# 16 Ea fac e #/6"' □@250 #es"' r--(rots) 5E,CTION w 1, es 8ent #13 " '7 (! :50 .1~=-.1.::.--# 16" r--,a Face "'J!--1..-#25 xr-(Tot5) ' SECTION I: 25 Dr,!/ Md !;ond #/6" 7 (! eso1n 300mmf, ~ep Ho/eJ '(7Yp) #15 Cont (Tote) ® AU DIMENSIONS ARE SHO'Mril IN MILLIMETERS. EXCEPT AS NOTED 55-0035 NEWPORT CHANNEL BRIDGE (WIDEN) POST POS M1 KM 0.18 0.29 BENT DETAILS DISREGARD PRINTS BEARING EARLIER REVISION OATrS -~ RE'¥1SION DA TES PRELIMINARY STACE ONLY SHEET OF 17 tdgeofoeclr. 13 345 t W1denm S930 Tubular Hand Ra!lmg(Mod) Cone 8arrIer rype 26 (Mod) See ~ e-somm Conawts v e0 180 Exist Barner t Exterror (j1rder To Be Removed (Ct:mcast Cc/:,/e TV) _6.I3omm Riqid Cone Topping ·I00mm O,ndl.Jlfs 6alvan,3ed"'jfeel (TJlp) (Pr:;c ~II) Condwts (aoco/Jf Matt, exist tdt.son) ~ crodfa11 C,'l6t) • 20mm Dng 6roove Tell Tale (Span 3 Only) 50B mm ,Sewer force Mom Precasf Pre.stressed Cone Deel< Unlfs /50 In 690 mm OD Casing ( Co1.Jnfy -+1-i-:-,,,s::.:eo .Sanlfaflon D1sfr1Cf Of Orange Co) 940 13 Deck Unds ~ Sl5mm Wlfh 15mm 6a. s = 12 075mm 7-1/13 Cont co OecJ: Un,t(l.(Jp With tee) •ee~s.om (Tot 7 !c tr Deak I/mt, !bf JI to ~ !Jent ~ent) __:_ __ _. L0N6ITUDII-./AI.. DECK RflN/1 •I3@JOO•--i Place t;erpM(ilcu/or To 11: Rte 55 00 NOTE: I,; THE CONTRACTOR SHALL VEAIFY AU. CONTllOLUNG F1ElD OtMENSIOtlS , BEFORE ORDERING OR FABRICATING 1 ANY MATERIAL ~ O.C.JiWWWO l~'tfk'= "' "> if. 7-~., .... 6,{ft PARTIAL TYPICAL SECTION 1: e DESIGN • DETAILS • OUANTITIES • 0 'l I ' L...- LEE LEE' WANG - OOo 68S5 t e31mmt Refm1si, Bridge Deck 2450 New Raised Concrete Median Rfe 55 300 150 TYPICAL SECTION , ~-- f111stRemf TaRemom • /311 _j 1900 I: 40 Remove Portion Exist Deck .5/ab, Exist Remf To Remam I : 40 •13 Cont (TotG) 0 DcTAIL ® l:l!O -SHANGKUAN Rte 55 :J(iSf Re1rrf ToRMiam •13 • __J 1300 " " JL DIST COUNTY ROUTE 12 Oro 55,1 RE~!7fuw OVIL ENGINEER 5· 13· 97 PLANS APPROVAL DATE KILOMETER POST TOTAl PRo..ECT 0.13 0.97 31.71 32.08 SHEET TOTAL NO. SHEETS 176 202 1767 t Var MOFFA TT & NICHOL, ENGINEERS SANTA ANA, CALIFORNIA #J3@460mm a way THE STATE Of" CALIFORNIA OR ITS OFFlCERS OR AGENTS SHALl NOT BE RESPONSIBLE F"OR THE ACCURACY OR COMPLETENESS OF El.ECTRONIC COPIES OF TI·IIS PLAN SHEET Edge Of Deck JO IG0' Drill And Bond #/3", In 100mm Deep I Hole At 460mm ! .508 mm Sewer force Mam In f90mm OD Casm •191< ~\ ta Jn,erf V ____ ,,........ Unwer.sa/ C'onct6te In.serf ~ I TT 6rmne/( (f,g l81:) Or e21.10I (TIJP) ( Insert Aq;1Atment Tat;e Transverse ToP1pe)-- r;mm floerg~s, Pone/. t,,ttach lo Upper I Lower A?gles With 6mm M~Sc-$11$ At 150mm C.enter.s 407i 7 0 Note Locate lbngers T0Avo1O ln~rference Wlf/7 Tell Tale S1.Jpport ~olt.s Pl f!5A/00mm Pl I3~Ioomm JOmm Cir PIPE HANGER D!TAIL Hanger Spoonq Sl'loll t;e 1500mm M(];( On cent!r I :JO All DIMENSIONS ARE SHOWN IN MILLIMETERS, EXCEPT AS NOTED PREPARED FOR THE -SHANGKUAN CITY OF NE\WORT BEACH ~::c!"' 14,~ do • ~-55-0035 NEWPORT CHANNEL BRIDGE (WIDEN) POST POST -CHOU DEPARTMENT OF PUBLIC WORKS MILE J<M 0.18 0.29 TYPICAL SECTION ORIGINAL SCALE IN MIUMETERS cu 12208 FOR REDUCEO Pt.ANS 0 20 40 60 80 ,oo EA 038900 O!SR[GARD PRINTS BEA.RING EARLIER REVISION DATES -'fS. REVISION OATES PRELIMINARY STAGE ONLY SHEET OF 9 17 st,rrt.10 -'=cm Add #13 " □ !! 150 Max (Typ) I L 10@, 150 , Reces.s for Tte Ror:I, 0vfer e,rders Onljj·f1II w,th fpoxy ero1.1tAfter iens1onm -----# 13 x O (! 150 p LAN --75 mm formed Hole for Tie Rod I: /0 ft!/ !! ,ees 75mm, formed Hole for Tie Rod . . 4-#1;x600j ca Deck Un,t 600 ,.._____,_, #/3 X g (Tof4 Typ At 8enrJ) formed Hole for Ocwe!At Bents _ 75mm ¢ formed Hole for Dowel Id Bents I-' Lll.·75mmMeos11red -...c ~rpend1c11/ar 6 , -o £ Berl ] TYPICAL .SECTION , 10 # I 5 x f::!;:} 5t,r rvp" 10mm T!:JP 01ST COUNTY 12 Oro 55,1 ~~ CIW.. ENGINEER PLANS APPROVAL DATE KILOMETER POST TOTAL PROJECT 0.13 0.97 31.71 2.08 MOFFA TT & NICHOL, ENGINEERS SANTA ANA, CALIFORNIA SHEET TOTAL NO. SHEETS 177 202 THE STATE OF CALIFORNIA OR ITS OFFICERS OR AGENTS SHAU. NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPL.£TENESS Of ELECffiONIC COPIES or 11-115 PLAN SHEET esesIBE;SSING NOTES -DECK UNITS ARE DESIGNED FOR PRETE 4SICNING. -Pf IS Tt£ FORCE REQUIRED AT CENTER 0, SPAN FOR EACH DECK UNIT AFTER ALL LOSSES. -fc:i INDICATES CONCRETE STRENGTH AT TWiE OF STRESSING; re INDICATES CONCRETE STRENGTH AT280AYS. -TIE ROD WORKING FORCE (Pf) • 30 KIPS. -LONGITUDINAL KEYWAYS TO BE FILLED WITH MORTAR PRIOR TO POST-TENSIONING TIE RODS. -FORMED HOLES FOR TIE RODS TO BE PRESSURE GROUTED AFTER TENSIONING TIE ROOS. -FORMED HOLES FOR DOWELS AT BENTS TO BE MORTAR ANO CONCRETE OVERLAY TO BE PLACED AFTER TENSIONING ALL TIE ROOS. -PRESTRESS STRANDS SHAU. BE EQUAU. Y SPACED. f Base ff 11s •115•~5mm (60/v) e5mm¢'HSRod (i:i:.0MPa Mm Yield strength) Wlfh Nut ,li nd Jam Nut ~L;~;~;~r:~:~;~:~~I:lll~~~~~i~3~~~~~~~~?~~~~s ((iQ/V l PANEL Pf (WORKING FORCE) CONCRETE STRENGTH OEFLECTlON COMPONENTS mm / DESIGNATION KN ra re M Cone Ov DL Banier DL l,f Bent.s-~'\ -'L-t--"=r=---1---75mm ¢ formed Hole 1A to 1N 1134 27.9 27.6 2.5 2A to 2N 1032 27.8 27.9 2.5 3Ato3N 1911 27.1 27.9 5.0 T \ I #/,3X □ (! f50_./ -4.#/5 LON!JITUDINA l .SECTION NOTE: S; THE CONTRACTOR SHAU. VERIFY AU. • '"lNTROUJNG FIELD DIMENSIONS ) FORE ORDERING OR FABRICATING • /,t,l'fMATER OES!GN ~ LEE -SHANGKUAN DETAILS ~ LEE -SHANGKUAN OUANTITIES ~ WANG OCQ<lll CHOU ORIGINAL SCALE :N MIUMETERS FOR REDUCED PLANS 0 SECTION (A) No scale PREPARED FOR THE CITY OF NEWPORT BEACH DEPARTMENT OF PUBLIC WORKS 20 '° 60 80 100 f:,T""' Ku........,.. -·- cu 12208 EA 038900 1a,.,,;. -411&48 1930 21.I 27.9 7.5 -4C, 40&-4E 1890 27.9 27.9 7.5 4Fto4L 1EIM 27.9 27.8 5.0 4M&4N 1806 27.8 27.8 5.0 SA to SN 1517 27.9 27.6 2.5 All DIMENS!ONS ARE SHOWN IN MILLIMETERS, EXCEPT AS NOT£0 #15 Cont (Tot 5) ~ 3930 #15" ~ ~460 #15 " ,---, @ e30 2/00 #15" r-~ 230 eo 1% !IP 00 #15 Conf~460Max 4-#15,.l<P46o 50 #15 "~ (! 460 4-#t5 Cont 00 00 00 -00~ #15 "__J ~460 TYPE e6 (MOD) 3.930 Electrical Cond1.11f5 Note,, " ~ NOTE Cable TV Con d1.11fs Telephone Conduds ior--~ !00 ~ lo 70 2-#15 J1 l_oc] ~ 230 WWLOL for Defa,ls Not Shown See "Type 26 (Mod)' e?0 1! 1;20 ;-#15 ...l}i_ • For De fails Not Shown 5ee~ • Barrier Remf Shall ee Epoxy Coated #15" l ~450 Sfrvcfllre Approach Slab TYPE eGA (µoo) CONCRETE BARRIER DETAILS "-TS 76 "51 JI 4.8 ~ Post TS 51 "51 "4.8 (} !!"! TS 5/x5/ ,.4.8 ~ -0 ~ TYPICAL SECTION ,, 8 /: 20 1000 B.C. 1500mm Mm 3000Max es R= /000 • PARTIAL ELEVATION /: 20 r. ,"\ \ \ \ \ \ \ I I t Bent 3 ' ' PARTIAL PLAN AT WEST EDoE OF DECI< I• 100 96ot• ,e 100 ropof Deck ---___ .:..,_ ___ --=--..:..- Timber Dolphin Tell Tale sz Elev 3.44m{Fteld verify With Exist ---Timber Tell Tale Elev) Dolphtn ELEVATION (A) Bottom of Benf Cap Bolt Piles Together With 3-eSmm ¢ ~alvon13ed Belts 11 Wlfh Washers, 10 1 HexN11f,Ancl Lock Nut.-- I: 100 Bent face of Bent Cap Extended Cap Each Pile Wdh ~a/v Sheet Metal =iJ" C1.1foff Line---, 3 Turns of 12 mm 5alvan13ecl w,re Rope He/a In Place Yi/tfh At Lea.sf One qa!van!Jed Staple In Each PIie Per Turn. ~c1.1re Ends With Wire Rope Clips. ....,...-1-,..i.---Treated Timber Pile (Length For Payment: !I.Om) :, THE CONTRACTOR SHAU. VERIFY All ..., CONTROlUNG FIELD DIMENSIONS TUBULAR HAND RAILING (MODIFIED) for Details Not Shown, see TIMBER DOLPHIN DETAIL5 ~~=-OR FABRICATNG I: 25 ~-~· DESIGN ~ LEE "' lll'liii DETAILS ~ LEE ~ "'l M(ffMk .r. T-'fT QUANTITIES ~ WANG -SHANGKUAN PREPARED FOR THE t----t-.c--------1~-~SH_AN_GKU_AN---f CITY OF NEWPORT BEACH ...b: 1<...... 11.,.;. -CHOU DEPARTMENT OF PUBLIC WORKS ORIGINAL SC.A.LE IN MIUMETERS cu 12208 FOR REDUCED PLANS 0 20 4() so so 100 EA 038900 ,. _..,.·. __ ,. _..,.,·. __ DIST COUNTY ROUTE 12 Oro 55,1 O\1L ENGINEER S • lo· 91 PL.ANS APPROVAL DATE KILOMET£R POST TOTAL PROJECT 0.13 0.97 31.71 2.08 MOFFATT & NICHOL, ENGINEERS SANTA ANA, CALIFORNIA SHE£T TOTAL NO. SHEETS 178 202 THE STATE Of CALIFORNIA OR ITS OFFIC£RS OR AGENTS SHAU NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS Of ELECTRONIC COPIES OF TttlS PLAN SHEET 10mm Sfamless steel Nut, Bolt, washer .__ ___ __, /!500mm On Center Edge Of Deck. SECTION @ I: 10 .Sfamless steel Concrete Insert 3mm ,c 180mm Neoprene Backtng Strip eomm Neoprene.Sheet Tell Tale Presfre.ssed Cone Piles Precasf Concrete Deck /Jmts CJ ~ mm 5tr1.1ctvre Concrete, Bridge (fc = e8 Mpa ~ 28 Days) 5frvcfure Concrete, Bridge foofmg {fc=28Mpa~ eeoay.s) Structure Concrete, Approach j/ab(f'c= eeMpaf!eBOOyJ) CONCRETE STRENGTH $ TYPE LIMITS No Scale ALL DIMENSIONS ARE SHOWN IN MIWMETERS, EXCEPT AS NOTED 55-0035 NEWPORT CHANNEL BRIDGE (WIDEN) POST POST MIL.£ KM 0.18 0,29 MISCELLANEOUS DETAILS OlSREGARD PRINTS BEARING RE\JISION DATES PRELIMINARY STAGE ONL SHEET Of EARLIER RE\JISION DATES ---17 ,. i - t End of w/flgt4'oll~-- Front face of barrier See " IJ.pproach Slob Transverse Contact Joint ,, table -c ------- UJngltudlnal const. Joint. ( See Note 3 J Retaining wall 9.0 m SKEW< 20° ~ See ,, Approach Slab Transverse Contact Joint " table \ Roodway pavement -BB or EB-+-+-\ 1 Bridge deck-------.,, UJne llne. typ. \ \ \---See" Dela/I A " <-----------i-+'-'-""--'-------'--"---'---' PLAN 9.0 m SKEW .2_ 20° 9.0 m -Pay Jim/ts for Structural Concrete, Approoch Slob 9.0 m min •20 X 2.5 m fop and bottom tot 6 End of Structure Approach STRUCTURE APPROACH -END STAGGER DETAIL Concrete barrier / See " Seat Type NJufmenf •15 bar cftllrs D 0.9 m"± Transverse contact Joint transversely and 1.2 m± See Note 5 ---Bridge deck J Ec============::l.--~~r':e barrier DIST. COUNTY ROUTE 12 Ora 55, I OENG1NEER-CIVII... PLANS APPROVAL OATt Tte State of California or Ifs officers or O,;Jents sfrJ/1 not be responsible for tte accuracy or completeness of electronlc copies of ttis pion sheet. / Tie Detofls.,, ---50 cir ', •zo D 300 Jong!tudlnof/y 75 mm slatted plasf!c •15 D JOO pipe. See Note 2 ~ /50 BB or EB 76 X 76 X 6.4,Bent If. I 0 See NrA'e'-4 / I I I \ ', /00 FIiter fabric 50 cir 150 TPB Geocomposlfe drain Concrete barrier ~ TYPE E-1 "b" bars •25 D 150 "a" bars SECTION A-A EDGE ANGLE DETAIL --'.,\ 1 12' -----76 x 76 x 6. 4 Bent If.. r Galvanized 1 1 ( See "Edge Angle Oetol!,, J Gl-=~ fa,,,, side onty ~ 5 structure approach Contact Joint for IC Pavement I---Contact Joint for I PCC P(Jl"ement NOTE1 REINFORCEMENT FOR APPROACH SLAB SHALL BE EPOXY COATED Concrete Borr/er C E E DETAIL A --<See "Detal!B" I \ I TPB~ \ ,,__-+-TPB Wlngwo/1 or retolnln,;; wolf ------------< TYPE E-2 750 •15C ,, 150 7 mm expansion Joint fl//er IIR< 10 1111 7 X /9 X 200 flqf bar fJ 300 centers Place 1 mm tordtxxJrd between slob and barrier. with smooth side tOtNoid barrier DETAIL B 0 300 7 mm expansion Joint flller IIR >10 1111 SECTION C-C SEAT TYPE ABUTMENT TIE DETAILS ( SEE NOTE 1 > < Type £-I to be used. unless otterwlse str:,,,m on plans. J BAR CHAIR DETAIL APPROACH BLAB TRANSVERSE CONTACT JOINT APPROACH SKEW WrTH AC ROADNAY WrTH PCC ROADNAY PAVEUE!rT PAVEUE!rT < 20° Poro/le/ to foce Parallel to face of pov/ng ootch of pov/ng notch 20°-45° Poro/le/ to face Stagger /Ines 1 .2 m of P N use ( Detall A J to I0.8 m a{Xlrt. > 45° Parallel to face Stagger at 80Ch <f P Nuse (Defa/lA J lone lfne. NOTES• I. For details not s/r:Nln, see Structure Plans. For MR s_ 50 mm. adjust bar reinforcement to clear a sawcut for sealed Joint. wten required. 2. For drainage details. see " Structure Approach Drafnoge Detolls '' steet. 3. /JJngltudlno/ construction Joints, wten permitted t,J tte Engineer. sto/J be located on lone /Ines. 4. End angle at beglnnln,;; of barrier transition. end of wlnq.,101/ or end of structure approach. os applicable. 5. For transverse contact Joint with new PCC paving, refer to Standard Pion AJS-A. 6. At tte rontractor's option. approach slob transverse reinforcement fflQ'/ be placed fX}rol/el to paving notch. Spoclf1(] of transverse relnforcemr,nt Is measured along ~ roadwO'f. ~ Romwe all polystyrene. NO ICALI! ALL DIMENSIONS ARI! IN MILLIMETl!R8 UNLE81 OTHl!RWl81! SHOWN ~ Fl.ENO, lle U-11 O[S!Gt,J IT4f.TRAFPAL/S N'PIIO\/Al. ll[COMIEIClEI) IT ¢ ADDED NOTE STATE OF CALIFORNIA -OF lffUClWEI IEPAITIEIT OF TIAISHITATIOI STRUCTURE DESIGN N • 55-0035 NEWPORT CHANNEL BRIDGE (WIDEN> ~ OESQ ~ DUE 8/92 OE:T.ll.S IT l'lf. Y~E StllMTTtD IT .W. H,,,. OS OSD 2M7A ( CAOO 8/95 > ~£>e?( --¢ REVISED FOR SIDEWALK <)> DELETED ORIGINAL SCALE IN MILLIMETERS CU 12208 FOR REDUCED PL.I.NS O 10 20 30 o40 50 60 70 80 90 100 EA 038900 OISR£GARO PRINTS BEARING EARL£R REVISION OATES STRUCTURE APPROACH TYPE NltS> VI A (P IMINARY .1. y ) I!:' 17 XS22JIUx.iN V~ N,-----------------------.J..------------------------'------------------------...1.------------------------,~0'.°'.IS:'.°<T"".C'.°'.OU'.°'.:NT:Y~""".R'.°'.OU'.'.°:TE:-T':';7';;::;,m:--;:~,T':5<";:H:;E;'ETi'T"Tr.'O~T:AL:, See ' ' Approach S I ab Ora ~ mN, ~ ~~•trio ~l!L--..L...:~_L.;u......!.!..!.,1'~~NC;;;;:. ~·2_"0''--1:· End of Transverse Contact 55, I ~ ~!:f i: !io :~of g~\or r•-l_n_g•-Fa-rl-~n-~_;·[f[a[ce===-::;.=;===1 ~--I I b' , bars----,H,,LllJo Int' , tab I e ____ _, __ t_~~~ugfure Approoch •• u'='.c~r,L,::,:.:=T,b.R::,=,-=.:::.=,:c,.=,:::,.::-_-:c","v"'IL-- --: :----------------of barrier I le 5 _ 13 ., 7 Existing roadway Longitudinal const. BB EB Existing roadway See Note_3"----------'M---,-t'--" p~',v, ement\ or poveme. nt) ' 3: PLANS APPROVAL DATE ,I, t~~:-Note 3 J ! !.':,:'":."0o ~;:;:::,: ,;•:,:•:=;:; .. \ (:'---------------\ ________ ~ [S----1t·ltttH+rH-H----~~:. :------j 9:~ 9 mx ;'.~ m top i ...,,.,...,.of""""'"""''" of thlo ""' \_____, , bars _ A and bott~ 0 t:t :,n "- Retain Ing wal I ~+----i--Brldge deck J \ APPROACH SLAB TRANSVERSE CONTACT JOINT • \-----:-See "Delo I I A" APPROACH SKEW WI TH AC ROADWAY WI TH PCC ROADWAY PAVEMENT PAVEMENT 9.0 m min SKEW < 10° STRUCTURE APPROACH -END ST AG GER DETAIL < 10° Parallel to face Poral lel to face of paving notch of paving notch See Note I ond e Match existing bridge deck grade PLAN 9.0 m min SKEW > 10° Pay I lmlts for Structural Concrete, Approach Slab •16 bar chairs o 0.9 m± transverse I y and I. 2 m ± longltudlnal ly------.._ See ' 'Tl e Oeta ! I' ' 9.0 m min. see Note 4 •16 C! 300 ''b'' bars Transverse contact Joint, match existing or proposed pavement.See Note 5 0 0 = sting bar • er-----i (_ __ , i ; r·--·- -~===:=-~~=P-"~ """ ; :_ ______ 7 •16 tot 2 .,., Paving notch SECTION A A extension, If required - Orlll & bond •1;:=J C 450, 300 nm Into exlstlnQ,see Note 2 l!.60x7x60 with 25 mn a hole 19 nm 8 rod c 600, with nut and threaded ends.Rod to be encased In 75 nm H x 0 700 nm PVC conduit--------._ 200 rrm -clear, other depths See Note l NOTE1 REINFORCEMENT FOR <g) APPROACH SLAB SHALL BE EPOXY COATED Fl lter fabric 0 75 nm Slotted pipe see •structure Approach Drainage Detol Is' Sheet Contact Joint for AC Pavement 1---Contact Joint for C E E N I PCC Pavement DETAIL A 76 x 76 x 6.4 angle < Galvanized J c-c 19 mm malleable Iron or steel coup I Ing nut 19 mm 0 rod x 300 c 300. Thread one end 10°-45° Parallel to face of P N use metal I Al > 45° Poral lel to face of P N use metal I Al 40 x 90 continuous recessed key ''b'' bars Stagger I Ines 1. 2 m to l O. 8 m apart Stagger at each lone I lne 380 min. lop ''a'' bars 150 I.TI_ 8TAGIE 1 I sTAGIE 2 STAGE 1 j sTAGIE z Ori 11 and bond 1 16 X 525 C! 300 into 150 rrm deep hole 40 x 90 continuous recessed key ong u a Joint Type AL L It dint e . -- STAGIE 1 I •TAGIE 2 EXIITINGI STRUCTURE I APPROACH NEW CONST. ITI.JSt be approved by the Engineer: extend to beginning of barrier transl n, end of wlngwal I or end of structure approoch,os applicable. Low side ly BAR CHAIR DETAIL LONGITUDINAL CONSTRUCTION JOINT ALTERNATIVES Ori 11 and bond 300 nm Into existing See Note 2----+-~ NOTE• THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL. TIE DETAIL Polystyrene around anchor asserro I y Limit of excavation for constructing paving notch extens on ure approach DETAIL B •16 tot 3 '' o'' bars ~ •16 ◄50 0 150 50 x 125 expanded polystyrene DETAIL C NOTE• For details not shown.see' 'Section A-A''. NOTES• I. For deta 11 s not shown or noted, see Structure Pl ans. Adjust bar reinforcement to clear a sawcut for sealed Joint.when required. 2. Space.to avoid existing prestress onchorooes and main reinforcement. 3. Longitudinal construction Jolnts,when permitted by the Engineer, shot I be located on lone I Ines. 4. Transverse contact Joint shol I be a mlnlrrun of 1.5 m from on existing or constructed weakened plane Joint. 5. For transverse contact Joint with new PCC paving. refer to Standard Plan A35-A. NO SCALE 0 w ~ 0 .: '-------------,..,,.,.,.,,,.,.,,,,,...,,,..,.,,,.,..,.,--------------,.---------------------T----=::-:-::::--::::----r------------,--;,;:;,;;;,.,.,.,,,~;;:;:-. ,---------...... --... """.:-""'.'"'.":-:-"'""':""""".'.""""".'::"':"""""""."'"":-:-::"."'.':-11!! '1------,.--.-:::----=S.:.T:;:;AN"'D"'A;:.:R~D'-"D"'RTA;;;W;;;IN:i;G;'------=====--1<D REVISED CONDUIT SIZE ~ADDED TPB & DRAIN STATE OF NEWPORT CHANNEL BRIDGE (WIDEN) ~ 8. fill"'°· xa 11·20 OUIG"' •• "'· T~Arl""ALJS e,ce1<10 E. T~l(fL.DSEN _.._Ill--... ¢ CAL IF ORN I A DIYIIIOI o, ITRUCTUl:11 55-0035 ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE SHOWN 5 &'l\f'"" ,,o~•,::u::•~cs~•-:'::--,=:"'':..·.::;YE=,E~----L'~_,_"_'_:•::·.;_'"""=::"::==•::.•_F-::=:::::~:::i;~::!1~ ~~~:~E~OTE DEPHTIEIIT OF TlAIIPOIITATIOI STRUCTURE DESIGN :fl ~T STRUCTURE APPROACH TYPE RIID) ~ ½:~:-::-=•~1;;;11~2~=t~,.~-~"::"~o:.:;":....:M;.. ,:;H~A:.... _____________ .J.i~lll·~·~~-=~·-=----L----------:::::::::-::::::=imnmrmnm~inpn~iimi,IIJll!fflll!lillllll~~ffln1~!1J'"1CLii221:ie--------r,o·~l~B~0~.2~9:;:.;;;;;;;;:---~::;:;;~;;::;~:;;;~~~;;.;;;;::;::::;:::;::=i:;:;iF+:;~~ '.; Lr,_,_-_'_"_'_'_''"_"'_"_' _"_''_·_'_"'_"_'_' ____________ ..,. _______________________ ,_,?J.:".:1.-::"""::"":.:"'.::'-:":..'_'u_,..,,.._...::•_::"_;";;_:.'";;,...::":....:"':....~:.....:'::.'_;~:_.:~:......:'~;_J..!:~f~~~::~2::Bo.::::o.,~--------t;;;1..;;'l"';;;uiif:i""_ .. :;:•:--,l_l"~_·_r_.:-_,_l"" ___ ..L,;::,:i't,iii-11"t'~m~.Jn_•_·-...l.·-··_-_,_·_'-_,_-_"..J.._.J..._.l...-;:;-"'3;;;'~1;;7; USERNAME •> *REOUEST NPC-2220. DGN s. i • l- Outlets. see e, 75 mm Plastlc pipe I Slolted J Geocompos/fe drain --","'"'-II 75 mm Plost!c pipe ( Unslotted J 75 mm Plastic pipe ( Unslotted J TOI> of foollnq ,:..-_ __,.Geocompos!te drain ct- ~Structure Approach~ TYPICAL PLAN 0 • For pipe layout at staggered end, see ,, Detol/ 8." DETAIL B -------·--Finished grade SECTION E-E NOTE: Bends and Junctions In 75 mm plastic p/{)e are 750 mm radius min. Drainage pad L ____ L _ _:::::::=:::J--See "Drainage Deta!ls " 2 -•20 CANTILEVER WINGWALL SECTION F-F 0 _ _+---t;:o-Bend refnf clng to avoid pes Top of footing SECTION H-H ~ End of /J{)/JITXJCh Slab - 75 mm Pfastlc pipe ( U nslotted ) 75 mm Plastic pipe I Slolted J 9.0 m -Umlts of Geccomposfte Drain I RETAINING WALL WINGWALL SECTION G-G Geocomposlte drain Ff/fer fabric 75 mm Plostlc pipe ~ { Slotted J •• , TPB Drainage {Xld r Minor concrete J 300 PLANS APPROVAL DATE Tte State of Collfornfo or Its officers or agents sto/1 not be responsible for fte accuracy or oomf)leteness of electronic copies of ttis plan sheet. See "Drainage Derafls " FIiter fabrfc 300 /00 WITHOUT FOOTING DRAINAGE WITH FOOTING DETAILS NO SCALE .. i._:::::::::::::::::::::::::!l:;~~~1:;;';~~=====::::.:::::::::::::::::::iT~7"::"""'.':""":-:-::-::------:-------,r-~s~TTAttTiE~O;;F;--,---------,C'l!imlril!•0!:":. r---:-::'.'."'.""'.':""':"'.:"" ..... ----..... -------------I .. --.... -,. I REVISED OUTLET LOCATIONS. WINGWALL NEWPORT CHANNEL BRIDGE (WIDEN) Z :-~MO-•• u~,, DESIGN :: :: :;;rALJs rM1) E.THORl(fLJ>SEN ~-;7;:,~ ¢ REvtsEo BARRIER CALIFORNIA :~~•~~T:~EITIDUECSTIIIIIGNII ;:1-00!~r ALL DIIIEN810N8 AIIE IN IIILLIIIETEll8 UNLE88 OTNEIIWIIE INOWN ~ °"' I/ 12 ~., M. HA """.......,. -~ OELETED DEPAITIEIT OF TIAUPOITATIOI MU '" STRUCTURE APPROACH DRAINAGE DETAILS ~ 1;;.;;;;::;."u:;;"t;.:------------------------------..... ------~~:;~~"';';~~;;';~:'""'!"ffll'"l"'"'"'l•!ffllllmriifflll!'lffllll!""'l"'rll"ffl!"lllll'11""'1'1"'7~'1~i"."-------1""0 ~· 1t' ;;i;0 ~· 2~·*;:;;~:---t:;~=~~;;m~::r~~~~m~cr:r;:::i~~Pd ,., 10S 0S0 ZM7A ICAOO 11/95 > ORIGINAL SCALE IN MILLIMETERS CU 12208 OISREGARO PRINTS BEARING VI A LIMINA Y A Y) ''-----------------------------------------';.;°":::.;":;;'ouc::;;;:;E~o.;';:';:'";:s;... ____ ::,o...:•::,o,.::20:.,,a,::.o_.,o~s;::o:...::•::.o..,::10'-'a::.o...;:•::,o_:1::.o::,o..,11.:aE;::•,.::03;::B:,;:9:;0D~-------'-.:;";;;":;:'":;:".;";,:;';:'":;;'o;;;•.:•;:;.";,:;';;.s __ ;;..i;;::i;111,._._...1_.J.._._...1_.J.._._..,1_,~:,;:..,L..:.l7'-,J XSIU!/1' .DON Vt=I I ! BORING El..EVATIONS BASED ON INTERPOLATION OF' ONE-HALF MITER INTERVAL COtlTOURS ON AERIAL TOPOGRN>HJC MAPPING PERFORMED BY C&C AERIAL MN'PING SERVICE, JOB f95-1404, PHOTOGRAPHY DA.Tm 08-04-92. TOPOGRAPHIC MAPPING BASED ON THE FOLiOWING BENCH MARKS: """""""""' BM f W167 (RESET 1936) El..£V. 3.002m f'D. STD. USCGS BM DISC STAMPED W167 RE-SET 1936" SET ~ IN THE NORTH F,tCf OF MOST SE'LY PIER ON THE SOUTH SIDE Of PACIAC COAST HW'f. UNDER RTE 55 NEW-PORT Bl.VO. BRIDGE,2.7 FT. W. OF NE CORNER OF PIER, 3.5 S'LY OF S. CURB NIID 2' HIGHER THAN CURB (NGS 3J11.74,LN-103, PG-9) 8M f 1J6273 El.EV. 2.640m BENCHMARK IS LOCATED IN Tl-IE SOl.lTHWESTERLY CORNER OF A 5 FEET BY 6 FEET CATCH BASIN, N"PROXIMA.TEL Y 185 FEET DST OF THE SOUTH END OF THE NEWPORT AVENUE BRIDGE CROSSING PACIAC COAST HIGHWAY; 43 FEET NORTHEAST OF LIGHT POLE ~KEO E-34 NIID 60 FEET SOUTHEAST OF LIGHT POL£ MARKED E-33; APPROXIMATELY 70 FEET SOUTH OF CENTERLINE OF PACIFIC COAST HIGHWAY; 1 FOOT HIGHER THAN THE HIGHWAY. 5.0 "' a:: 2.5 '"" • + ::l "' --" -w 1- 1,J ::E TOP HOLE a 1.4m -ri-fiool mm n ffiSlllY SMID fine, moist, ,ome debris, brown [E[7~!i!:67 15.2 6.1 g; 17 0 ~ -c;, Elev-0.9m -~ [E]"l@IJ:iill -;,_:: 16.J 123.0I ~D-fioe.-~:iS!lt, aome shell fragments, _~f'.,; slightly compoct, brown z -2.5 r-;:-,:;-·-~-i; ,_ -•·--'-.-.·. --~- mJ?OQ lillli rr f111e to medium •:.:-::: z -5.0 r..-,;,;c 1-;c;r. ~::.;-; ~ ... 0 ~\ ,_,:.-.,· .. I--7.5 ~ ·-.. - "" > w ...J -10.0 w -12.5 -15.0 33+20 33+40 33+60 NOTE: SAMPLER 1.0. 66 mm FOR CRANDALL SAMPLER SAMPLER 1.0. "" 35 mm FOR STANDARD PENETRATION TEST SAMPLER -----tr-7-'fZ G. CITO CRAWN B'I' J. MIRANDA SR. FIELD TECHNICIAN 1----+---------j -- CHECKED B'I' 8. MEYER/M. HUDSON 7/95 ORIGINAl SCALE 1N MIUMETERS FOR REDUCED PLANS BRIDGE WIDENING AND FOUNDATIONS ~ Ii lo, l O> .fWl 1:500 ill .., .., ... al TOP HCX..E a 2.4m - • B-6 8-6 ~ A CPT-4 [ETioo I ,o "' • --..., ..,_, -,m,, """"'-"'I'" u,uMI 15.4 I J.O I GWS 8ev+1.Jm [ETio§:1 8167 •.c • 1 07-24-95 15.5121.41 @)--00 F"rne to medium, light gr1!y I" ~~IL'--. ,r: .. ~0-f-,e, tome Silt, wet. loose, 9r1!Y l:ETioon::m t? -:<.' ·.-;;.. l.!!.L!'!'.12.H; (9S Passing Ho. 200 Sieve} [ETioo] IIill J; "'"''"'"""" -5:$.' No ,ample reco\lllf'ed -'-"'.1.-''S " IC;, UA:11,.__ :.ILi -mom, SUTT, oonc grey 07-25-95 33+~ 34+00 PBPEILE HORIZ. 1 :200 VERT. 1:100 cu 12208 EA 038900 ~ .., "' " m CP~4 N TOP HOLE EL 2.6m -- .\.. "' c::::c- 01ST COUNTY ROUT£ 12 Oro 55, 1 REGISTEREO G!OTECHNICAL ENGINEER PIJHS N'PROVAL DATE LAW/CRANDALL, INC. 200 Cltodel Om. Los Angeln, Callfomla 90040 213/8115-300 THE STATE Of CALIFORNIA OR ITS OfFlC£RS OR AGENTS SHfil NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS Of' lliClROt,IIC COPIES Of THIS PLAN SHEET 5.0 "' 2.5 "' w I- w ~ 0 ::E ~ -2.5 z ,--s;_. !, t . t L ~ -5.0 z 0 -7.5 I- "" > w .. ,:.-; -10.0 ...J w : . ';, I t .~ -12.5 ' 10 0 10 20 FRICTION RATIO (X) TIP BEARING (MPa) 11-04-961 -15.0 34+20 34+40 DISREGAAO PRINTS BEAAING N Ml L H EARLIER REVISION DATES -15 17 REVISIONS MADE TO THIS LOG OF TEST BORJNGS FROM THE ORIGINAL 1188 LOG OF TEST BORINGS ARE: 1 • ('\.01." UNE)-UETRIC WAS ADDED. THE STATE OF CALIFORNIA OR ITS OFACERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF a.ECTRONIC COPIES OF THIS PLAN SHEET. I 5-13· 97 TO ACCOll'&NY ftl.ANS 0AT£0 I 01ST CGUNTT own: 12 Onl 55,1 POST MILES TOTAL l'IIIOJECT 0.13~~-97 31.71/32.08 SHEET TOTAL 1«>. SMEET! 163 2 02. f""'=.1-l""""=::':...-1-I=""""::::_µ I~ 011 0ro I OIi! ~ 2 -1tE IETRIC NORTHING NE EASTING •• , IN NADl3 ARE SHOWN 8ELOW FOR TWO B-5 \' o-, --·--@ l; ' ITATIONS ON "1..01..• utE NE otE STATION ONT>£ 't. RTE 55 ('\.01." IJE)-METRJC (33+30) INGINHMNCI CIIOLCNl8T r...-/ ~ • ..,, CAIi Nll:l.311.IOS E 1,144,132.354 B-4 B ~ dj.... (33+00) (+20) ~--,_'\ ----(+110) --~ ('l.01.' UNE)-METRIC flUNI ll'PlfafM. DUE .., Mf' • _.l:R&.,_ ('\.01." l.JtE)-IETRJC (34+«1) N182,.-S.111 E 1,844,154.472 <♦-0> ~':Jo. <•IIOl , \ ... ,..... ct Rte 55 .... ~3+-:111~~~10T;iOO;,----jiu,eii!iiiOOO-+----lllurvu!i\iio-~ll::~\~J-;---;,~,o+oo~~~r,,--;,:;11t-00=--"\,\\~~1;-;1Z~-;;;---,TO MNTA ,_, • ~-~ 1£ RTE 55110+42.48 THE AS-BUILT LOG OF TEST BORING SHEETS WERE USED N 812,433.430 E 1,144, 14:'.152 '°"°" B-7 ·:~6 ;·· \--,.---------~ PLAN TO PREPARE THE GE~CHNICAL.. REPORT "'~S,,~ ·r~ S-('.01.:UNE)-UETRIC STATIONBAtll 0FFSET8 IIORlNG STATION OFFSET -•"Ullo 11-1 33+84.8 l.4mLT. 11-2 ...... 1 24.4mRT . 11-5 S3+36.S l.1mRT. .... 32+48.1 14.0m LT. 11-5 32+99.5 12.Sm LT. IMI 33+31.1 13.1m RT. 11-7 32+74.2 18.2m RT. _... o.w. : o-. 1.21 r;:i B-2 1- -.--• M/fl ~ ~ __. II .,_ ...... at • -fl. ~ li3 ("LOI.." UNE)-METRIC SCALE 1 :-480 BENCH MARK ,....,,..,,., • 1 ~\~vp ,::00 -). GEOTECHNICAL I I ! i ·•1i~l!I " ;I~ ; • I • il :I ~ j !i ,1 • 1 ; 11 ■11 ■■■ ,} • I '!. I l • "! Ill ·-. I • ; I• ! • ' I• I' •l 11 .: .. .:1 i 1· ■EIEl ■■II ., i ' I I. iii I i! a I 1 jl j i •• ~ih1l 11 •• •1 !1 I~ I H i 11~ ,...!11, _, Ooio!ii • i" --- I I 10+<42.41 l RTE 55 ~ Ill. Sia. 1catGO ~ • S5 NOTE: 33+§5 7501.Ql: LINE= I 9, M 'lldlt-2-1131 aw. LIi 110+,42:.'8 It_ RTE 55 N 5'"-"889J74 ~ H. • ....._.. M ....... "2--1nt• E 1411920.572 . s.., ..-,t ....... ., ..... .... lllr S. II N. ... ., eN c...l --~--~-.... o,.119t.• 14"f.tlf. ..... Clllrcl. •• (IW. OCS-1E) • ., I ' • _1..:...-=0'--4----= • B·-4 ---+----1•11 -0 .. •• -10 .. --20 .. -40 -60 -70 -80 ' ~~~ , 10 0 -10 -20 -30 -40 -50 -60 ....... .. ..... -70 -80 I 11 I I I I! ti I I I, I I It I: I I Ii IJ }, I I I I 106+00 I 107+00 I 108+00 I 1 09+00 "AS BUILT" 11 o+oo PROFILE ..... ; , ... ..... t 1--tr I h I' II I ,I h ,i II l I r I I • • I • • • • l --. -----I~"::!-~,. -:::.-":: .. r--::;. I ----- ENGIN 0G BRANCH• TRANSPORTATION LABORAT' I Stat• ot CALIFORNIA •-W TLIIISPOITA111111 ED •ONO Stue,b..wlrJZ_.. ffl ----1 wt wa ·---I ! ! ' ! NOTE, ...... M NA -NA PREPARED FOR THE AOOITKJNAL ,s-lU.t FOUNOATKJN on• uu ec •••LABLE n 1----+~-----+=-N-.----1 CITY OF NEWPORT BEACH THE DMSKIN Of NEW T£Cf,N)t_OCY, MATERIALS At«) RESEARCH 0(.TAILS • HA "' S900 FOi.SOU l!OUl.EVARO, SACRAMENTO, CALFORIIA 9581'1 """'"ms M NA •-NA DEPARTMENT OF PUBLIC WORKS 0111c1ut sc.a1.i 1N 1NCNES I ' I ' 1 7 -, FOR ftEDLIC[O Pl.ANS O I 2 J cu 12208 EA 038900 I ( BY was, I STRUCTIIIIES • DESIGN ~ll\lw.J,. =s·cr:•: cu 12207 EA 0111791 ... -.... &5-35 0.3 NEWPORT BEACH CHAI", !IIEL (WIDEN) LOG OF TEST BO==!INGS Ii OF 21 _____ .. - ~-1 I I T I I I I its I 26. NEWPORT CHANNEL BRIDGE (WIDEN) AS-BUil T LOG OF TEST BORINGS NO. 1 01$AECAAD PRINTS IEARING 1111,_ylsl A I LIMI y A Tl 10:.1-1 : I r1" u•"••••"""""ms-J!i,;..J I I I I I I I I I 16 117 RIMSfONS IIADE TO THIS LOG OF TEST THE STATE OF CALIFORNIA OR ITS OFFICERS OR AGENTS SHALL DIST au,n -POST MILES SHEET TOTAl 80RtNGS FROM THE ORtGtNAL 1951 LOG NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS 5· 13· ,1 TOTAL ~JtCT '"'· SHEETS OF TEST BORl'fGS ARE: OF ELECTRONIC COPIES OF THIS PLAN SHEET. TO ACCOWANY PLANS DA TEO 12 Oro 55,1 0.13/0.97 184 202 .31. 71132.08 1 • (1..01." I.JOE)-METRIC WAS AllllED. • ·:-=•~-r-.. 1~:1-jl~~-!~,~-. _. ... _., . j 2 • CAL ~.; ·I;..,: _·~ 123 jlii; · 2 -11£ METRtC NORTHNG N«:J EASTING -......... . ........ ·-----------.~ ... -------· -....... ---.. --, •·.---.... -----~· -:,-. ,. __ ·-· -... --....... . ... . . . . --"". .. . . ··-. tN NADB3 ARE SHCMIN 8EL0W FOR TWO ~-, ·-; i --~t;,~ f,~:1 ' STATIONS ON "LOL• LIPE AND ONE STATION ON 11£ 't_ EXIBTWG BRIDGE. Or• .s.., Uot. -,:..; • • • (1..01." I.JOE)-METRIC tu-ID) ~ -~~ .. ~--:;;. ~}i~;t N112. 919.505 E 1,144, 13.2..354 ,~ T.H.•1 ~ ·,--OffCl4MCAL ■•AHC:H•--TA,._LA,,■l:Ma,TCMIY ~~ ~i i (1..01." LINE)-ME1lOIC -'T.H.•2 , ... NOTE, D!:I~ ZS :1.QL. Lill; . N 882.415.111 E 1,844,154.472 ' ,. 10+20.516 ft.EXIST. BRIDGE /.1• r .., ::... • .,~.., ~ 1-, ,\ - ~ 7 ·:· .. ) i I_ EXIST BRIDGE 10+20 .• \ 0 --I E 1,.144,143.152 ~ Pl.AN §:tii!I E N 912,433.aD ... NEWPORT BEACH CHANNEL W I0ENJ . ........_ . I I -(1..01." lJNEl-'IET1UC 8TA11C»S NIIJ T.M."'-3 ft EXJSTING BRIDGE SCALE 1°"211' LOG OF TEST BORINGS {2: OF 2l ~. U.\.~~ OfNETS ~ ' ('l.Ol" LINE)-IIETftlC SCALE 1'200 I ·-·-~ 8TAT10N Ofl'llET ~: ~r.i.lllWl••&I .. I-12207 •p .... 018791 55-35 ~'Ull~ ,c;. I TH., -·· 11.SmlT. \ THG 13+11.2 15.5m LT. -(+20}_. +40) ·(,eo) i (+80) (34 ... ) (+20) C'LOl." UNE)-ME1RJC THE AS-BUILT LOG OF TEST BORING SHEETS WERE USED THl3 U+73.7 7.3mLT. To Newport C•111,t1 It· .E.-h~rin• s~id1e--: .. . To s .. ,,+. An1t-TO PREPARE THE GEOTECHNICAL. REPORT ---:-r' -. ~ • : :, .. -;. .. \ '' .. ., /~, • 1~ ; G£0TECHN~::~ls11'1 ~ ,_,..,.., ;.. . ,, j6;. J 'i, ~ ,~ I~ ~~""Q: '':i -ti Exp~ It • 1: ~'i' or~• + ~~ ~ \ i • • ~·~ ... ,., .. ·-'!_f"_.F:•··•.~.:~_'f:,....) ~~ • ,,_ . !~ •. :. ~~ 10 ~t 10 T-. B•r;r.s 87 e..,.;,11,. D.;t, ,_ • ~.u-, --,··-,.. i z tr,-i!-:!.T : ; ··----------· -., I Co,-DrHL A·• -. ..t.JS_I_ . ., . -i ~ " " . I,,,. .'0 ., ·-' ,a ::U~ -.. ' £1 ~-~ • ,.L-0 .-.. &1.s.,· ' ~!!G.. ·-1:'.',~~ --~~ -.0 ,: .. ~•:F• fi~ Or•,•$1, bn-,o $#"I/ , sr• ,,.,,,,, ,111-.a•·"w s ...... -l",11 .:.r f W ;'O . -• lf · ~ .:! jsl 0 i..-µ '!1:1 . .:1,.:,' ......... -:· '8 -i ·J.j" -ifi.£..; ...... -. ..• --•r I s ........... Sh•ll,s AU,,,,.,,,.. s•io~ f' .:1•r•r si_(f" l•,,w,s .. • \ii " .! ~ ;-1••:, -· Slews,., -,..-t __, ~,...., rc .. ,ru ·.-, ·, : Pa Vh, .. II J,1 in.sh ... ~ Pll!t -- j.,l. -~ ~--. . ~--,o .,-,,. '11\UI e, •I 1C"' JNP bM-C -,o ...... "~ •·>;: H-• tru t•IL al 30 lri•••• '" Or•.r .S,.n,,d_ •• tf ... . . .. ~-i . "it ·.· (~ ,r ' c, .. ,,, $#,. ~-..... .;,, /,ft/·., s•• I It .. ·,. ·-, sJ,,Jl.1 ·20 ,· .. ; ,:1~:;! ··-1-20 • . ··1':j S•,.•• _.,,, ,,.r,••1:. Jt••"Y 11,d-" s,• sb,rdf -"'f-} ' . /Sri•"'"" <6r•y SA•lc .,,-,1, th;,. sontl l•yrrf • 1-•o ,-0,•y ,.,_,,y Silt . ,.,.,,,. ,, .... ,-..,.f•I "b,:,.$J,-.. •. :.jj'':: -. ;. ;,_1: 1· ·_.,._ .... ·-: !--30 · .• ••-~ Ir.: • "' t{ i=·· 4"'-f.. tJr.,,,,,:11 lr•y Sh.-1, ,,,,,II thin so11d 1to,rrs • • ., .. • "r' :t-:--•·· -., -I "'l'(.IY h•r•a-,.-1 b•d••"I -• ,.. ~ . :.~----:-.·:. .. fi =:u~ i-40 . .:l . ---•a .• ' ' 6ll•W·l67t'itru,.,. ;J,) "tit 0 ? I &. di,:1,; Sri ,,r,,~•lly ,,. .,..,,, ., ---w .. -Iii ., .. .,, ,,,,.._ ,s.1· /fr"-_:.,-._ 134,. ,,.r _, _ £1, •. ,o ...... _ :=..":'?"'"-t!!~ -,o i-50 --· .!•;., .:;r,•-.,r;d """AIC'r ~zic?::aJ!,o!if ; -.1;;,;n:::1- CLASSFIICATIQN Of .. RIVAL B,.gp ON SJ..,UHT $RADE 5&Zt LwtTS LWND OF fqlNq OPERATIONS Ltr.cND Of tt:BTH MAJ[RI ... LS AeO!!&YlATIONS .l:l!!ill. ...:::...:.-~i. -.. o.c-... -......_,. .... ,_ ~ a ~ mg T•---, ATTI.,_ ti •~tttD 10 .;51CT-2,AIITIC .. 1.(t~ Of" cu-. GaalL-G" .51..n CUii"-St C £&. ..... Eut•T-Dr _,,.. AT U•T !OJ: ..... ._._, ..... ~ '"' -,:~---F\..UIOf"llMf--M•'" , .. s,"....,.. S.u•c.-.,_. -,. ,ic 5folc~ P'llt:,,110-, -c-coa,r••,..-1-c ,~ \ ~ m ~ _u,..-"'-----~ ~-" ......... 0 ,•s,.,,...u:,i -·-0 Jn-noc ...... """' ~~~:ca..w-o. CU.,1111CAt-Dr ltMrN -fllllA&. Al 1,ICI" ... Otll '10:1 _.,, •t .. SIIII; A .., l&.oWI •ca ,w1-CK1 ..,, ...._, ,, ., v,:. •• ·, ~ ~ -r11.w IIWICT--11 ..., ,. ac c.n•wa ,. -• ••u:-•--0 . -, ., \ >'\/ \ _ .. _,._ _ llin"AAT WAIN M• -ISi SAW'U T-oi· S..T-!tl s-111ic-S~-• f'uu.t• •"'t . , ·\ II m /t./' /\i\ "/' M, t~~,, ~llt'.SilUIIIIICltlll' • fo.-nos--.u NwtN • ''-'•A-A:a-o CL#-C" sw,u-s.t M ....,_,.."'..,. ...... ...... .J I' •~-'.~\..,. ..... :.. \ :aa.1 1 '-'-• fl , ~ _, 0 . f·Nfl.r..-iONo:.---TIIII~ .... ', ,. 'i-,-rv.,•-~/~.' .. '\. -. CM• --S..T1.S--S1$ . 8-N .-C11.(,~onJ1-811 PHI ' ·•• ·~ . Ill II Iv u-. • .... ,,~" .. , • \ ,_ . -• ,..._..,.,r -8C ."'It !=''"". •M •-~ M • li-•'"l'Vef-TCfl -N sr-., ••cou.r,,c ,,. Cuin s.u.-c S Roca-it l \J ,_.,;...,; ,,,.;., X \,,,.;_ -· • / \.. u--' Fi ~ . □ IC1-f!ITOf'IIIU _ _. ... 1 ' -~liG£. ,J.,..,.1).1\j\ "v'\/V~,\• -1~"»-.1•----· ... , ,.. -· flCKr• ~ s,,-ss1. f'n.L MIITUW• --•· --COIINl:fl 0, TIC 111:1-fi l• • .: ~ ~ ~ : ,i ., ~ i.' ·I -. • Cl) ~•,os• ,li,,Glfl ION-. PkflYC -•IC· Wtelll Ci.a-a $LT-C .St J. :j "AS BUILT" LOG OF TE.ST BORINGS •••• J5.! P1-.:111u,at --• -_ ,-.CIWCCSlll'llll:~K --,.,;.;;,;:·r•ao·· • I -.. -- • -~ ~ .. Ul:lff • -CCM&C -• nll: ,__, -c.-,,~-----._ ,,_ CUii -. C ..-... 10·.Auc.t• •-- -•IC TIit: N•INC OPU•T-II S---, CL#"-SC . I ( BY was ) sc~-,, r•JO' ·--·-1"'"''-'.No._·E-.S-£ ·-... -.;.-,_, .,.w.' Tl,c '11:-"te,ol,M,,""w_._~-----·--■:t,~K•iat c..a,. S--~ ••1 .-•TTM s,1 111.n• ,. s,_ ea-kt L..,1. ·---· • • ..,'" ar °""""· hlOIII' llo. 55-35 Ott• .. ....: ND. :· . ' . I 26.1 ?1&- m•-~11--: NOTE1 OUIGN -NA -PREPARED FOR THE .. , NO-NA NEWPORT CHANNEL BRIDGE (WIDEN) ADDITIONAL AS-BtA.T FOUNDATION DATA MAY BE AYAI.ABl.E AT M -CITY OF NEWPORT BEACH Aw .. Is.-a= 55-0035 THE OM5ION OF" NEW TECHNOLOCY.MATERtALS AN) RESEARCH O(TAILS NA NA _, ir.,_ -~1':1' f" 7 qz 5!00 FOi.SOM BOl.l.EYARD.SACRANENTO.CALFORNIA 95ll'J GUANTITIES M NA --NA DEPARTMENT OF PUBLIC WORKS AS-BUil T LOG OF TEST BORINGS NO. 2 ,, .. _ .. " n In ORIGINAL SCALE IN INCHES I I . I . I cu 12208 DISREGARD PAINTS MARING • Vl:-.IUN DA ' LIMINAHY AG> LU H F'OR REDUCED PLANS • ' ' ' EA 0381l00 EARLIER REVISION OATES -p,4, ... 1 I I I I I I I I I 17 I 17 I,; i • "' +4.068% '\ ~ ; ~ ... ~ :t "' ~ PIVC 35+05.00 / 6/ev 10.550 -t. /82% Re= -3. 28I°/4/Sta ~ 160m VC ~'\!- PROFILE GRADE :g~ .... 0) No scale "> ~ If> ~ q, LOCATION DESIGN LOAD (SERVICE) ABUT1 625kN BENT2 62SkN PILEOATA CLASS 625C CONCRETE PILES (MOD) ALTERNATIVE "Y" ONLY SHALL BE USED * DRIVEN NOMINAL RESISTANCE CAPACITY (SERVICE) COMPRESSION TENSION (1) DESIGN TIP ELEVATION (2) (3) 805kN 1163 kN OKn -15.0 -17.0 65SkN 1250 kN 390 kN -14.0 SPECIFIED TIP ELEVATION -17.0 DIST COUNTY ROUlE 12 Oro 55,1 PLANS APPROVAL DATE KILOMETER POST TOTAL PRQ.E:CT 0.13 0.97 31.71 .08 MOFFATT & NICHOL, ENGINEERS SANTA ANA. CAUFORNIA SHEET TOTAL NO. SHEETS 185 202 ~ -.!!! IQ .... 67.655 Meo~ured Alon :: Rte 55 "';;:; l--------"--'=""-...C.:..:==::....:..:::..::c..;'2.-"c..:..:.:.-=--=-=--------; 33.824 33.831 -11.5 -15.0 -15.0 ABUT3 625kN 805 kN 1163 kN OkN -15.0 -17.0 -17.0 Note: for Sofflf L19hf5 ¢ 6 lectrol1er5 See IQ Rdwy Plan~ IQ Approx,mow Ongtna!J( Ground ~f Rfe 55 Datum elev O. 0 Toe of Slope(Typ) ~~ DE9GN n WANG WWW DETAILS n MAI Waw: £e Z •z QOAHTITIES ~ WANG ....................................... l ... 5.17m Mm Cir fract1.1red Rib S1.11·foce iexf1.1re * INCLUDES DOWNDRAG LOAD DUE TO LIQUEFACTION DESIGN TIP ELEVATION IS CONTROLLED BY THE FOLLOWING DEMANDS: (1) COMPRESSION, (2) TENSION, (3) LIQUEFACTION 20./8 14.ZO Sta e I Const 3.9S 2.4 3.6 7. . RTE 55 ('AM'Lme) 26.16 .Sta 2.45 e.4s 7.s CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT THE STATE OF CALIFORNIA OR ITS OFACERS OR AGENTS SHAU. NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPl.ETENESS OF ELECTRONIC COPIES OF THIS PLAN SHEET . 20.18 3.6 2.4 3.93 P1~ Hand 4'i)t2 ELEVATION CD¢® N8f,f5 Ab1.1t S iemporor!I 06 Raf/mg 7],;pe 'K' See RdwyPlons Clo Ratltng (T!Jp) /; 300 -I 0 <Pr "' Q 0 cc (' ~ -:ra I: 300 -J. ELY LOAD FACTOR DESIGN -WANG LAYOUT n Reta,nmg wa//No~B. See Rdw!J Plans fvfvre W1denm9 Electr,cal Condwf See Rdwy Plans (i!JP) Q Note, for Index To Bndge Plans And i3eneral Notes .See 'Deel<. Confo1.1rs' Sheet S Indicates Pomt Of MImm1.1m Vertical Clearance l (D Pamf 'SR-55/ SR·/ Separation• Pamt '8ndge No. 55·0966' And Year Completed Refammg Wall ® No36).See Rdwy tans ~Standard Plan 6heet No. Pedestm:,n 'CSL-Defatl No Sf airway See Rdw!J Plans APPROXIMATE BRIDGE QUANTITIES Decoratwe Cone /!!;arr1er (Typ) :::--..1--Casi-In· Place Pre stressed dox 61rder BRIDGE REMOVAL..... ........................... . .. LLNP SUM STRUCruRE EXCAVATION (BRIDGE)·······---·----1,170 m3 STIIUC11JRE BACKFIU. (BRIDGE)····························---515 1113 FURNISH PILING (CLASS e25C MODIAEO).............................................. 3, 1ISI m DRIVE PILE (CL.ASS 825C MODIFIED) ............................ 1111 EA PRESTRESSING CAST•IN-PLACE CONCRETE _____ ........ IJJII) S\Jlitl STRUCTURAL CONCRETE, BRIDGE FOOTING....................................... 245 m3 STRUCTURAL CONCRETE, BRIDGE•··•·········----Z,000 1113 STRUCTIJRAL CONCRETE, APPROACH SLAB (TYPE N) .............. 1• 1113 RAISED MEDIAN ... _________ 420 1112 FRACTI.REO RIB TEXTURE___________ 275 1112 JOINT SEAL ASSEMBLY (MR•S0 MM)···········------• "' MR REtt-FORCING STEEL (BRIDGE) ....... . ........... 253,000 Ilg 110mm WElDEO SlEEL PF'E CASING (BRIDOE} 4 EA SLOPE PAVING (Sl.lM'STOfE) ................. 1M11113 PfPE HANDRAIUNG ... 158 m DECORATNE CCMCffe IE BARRIER 151 m AU. DtMENSIONS ARE SHOWl',4 JN METERS, EXCEPT AS NOTED ~~0PEW.~•g,~'Ji"t'o'.'/," PREPARED FOR THE • ,, _... J...: SR-55/SR-1 SEPARATION -,..o,1c.<1,o,s ~ JAR'I LANGDON -KASHUBA aTY (J NE\WORT BEACH ..,_.i,-."'=.. .... ·.....--"'""-=""---t~F---h...,55-0NOrna,rr-1--------~==-=--:--=-~:-------; .-------,1-----1.---WH-IP_P_L_E __ +.SOl=.----...-WH-IP_P_LE:--I DEPARTMENT 0:-PUBLIC Ym<S GENERAL PLAN ORIGINAL SCAlE IN MIUMEttRS cu 12208 DISREGARD PRINTS BEARING VISION DATES PRELIMINARY STAGE ONL SHEET Of f~ REDUCED PLANS EA 038tlOO EARLIER REVISION DATES , ...... ·. __ I. X X X X xxxxxx X X X xxxxxxx X X X X X Edge Of Deck Structure Concrete 1 Br1d9e (f'c = e8 Mpa@e8 Days) Structure Concrefe 1 8r1d9e (f'c = e8 Mpa @ e8 Days) Structure Concrete 1 Bridge footing (f'c = e8 Mpa @28 Days) Structure Concrete1 lipproach Slab (f'c = e8 Mpa C@e8 Days) llilI] CONCRETE STRENGTH $ TYPE LIM/To No Scale DESIGN OETALS OUANTITIES ~ ~ WANG MAI WANG edge Of Deck X X 9.7 X X X X X X X X X X Xxxxxx PLAN I: eOO -J.ELY -WANG -JAIN CRIGINAL SCALE IN MIUMETERS FOR REDUCED PLANS 0 GENERAL NOTES LQAQ FACTOR DESIGN DESIGN: BRIDGE OES1GN SPECIFICATIONS (1983 AASKTO WITH INTERIMS AND REVISIONS BY CAL TRANS) X X DEAD LOAD: INCLUDES 1675 Nlm2 FOR FUTURE WEARING SURFACE LIVE LOAD: HS20-44 ANO Al TERNATIVE AND PERMIT DESIGNLOAO SEISMIC LOADING: PEAK ROCK ACCELERATION• O.lg DEPTH OF ALLUVIUM 3.0M TO 24.DM REINFORCED CONCRETE: Fy z: -120 Mpa Pc= 28 Mpa N•8 TRANSVERSE DECK SLABS (WORKING STRESS DESIGN) Fs = 140 Mpa Fc=BMpa N: 10 PRESTRESSED CONCRETE: SEE PRESTRESstNG NOTES ON ·GIRDER LAYOLJr SHEET PREPARED FOR THE A-¥ CITY OF NEWPORT BEACH -·-DEPARTMENT OF PUBLIC WORKS cu 12208 2-0 40 60 80 100 EA 038900 Lil. RTE 55 X X k:,,_ ~ BRIDGE NO. 55-0986 POST POST MIL£ KM 0.27 0.43 DIST COUNTY ROUTE 12 Ora 55.1 REGISTE~ C1"1L ENGNEER S·13·91 PLANS APPROVAL DATE l(ILOMETER POST TOTAL PRO.£Cl 0.1 . 31.71/32.08 MOFFATT & NICHOL, ENGINEERS SANTA ANA, CALIFORNIA SHEET TOTAL NO. SHEETS 1e6 20a THE STATE OF CALIFORNIA OR !TS OFTlC£RS OR AGENTS SHAU. NOT BE RESPONSIBLE FCR THE ACCURACY OR COMPLETENESS Of ElEClRONIC COPIES OF THIS PLAN SHEET Notes, Contours Shown Do >Jot Include Camber. x /nd1cafes e Meter Interval /!long i Rte 55 0.1 m Contour Interval INDEX TO BBUlGE Pl.ANS 1. GENERAL PLAN 2. DECK CONTOURS 3. FOIJNDA.TION PLAN 4. A8UTlENT DETAILS NO. 1 5. A9UTMENT DETAA..S NO. 2 I. IENT DETAILS NO. 1 7. BENT DETAILS NO. 2 8. TYPICAL SECTION 9. GIRDER LAYOUT 10. GIRDER DETAILS 11. DECORATIVE CONCRETE BARRIER 12. PIPE HAND RAILING 13. SLOPE PAVING -FUU. SLOPE 14. STRUCTURE APPROACH TYPE N (9S) 15. STRUCTURE APPROACH DRAINAGE DETAILS 11. LOG OF TEST BORINGS NO. 1 17. LOG OF TEST BORINGS NO. 2 18. AS BUILT LOG OF TEST BORINGS APPLICABLE STANDARD PlANS DATED JULY 199S A10A ABBREVIATIONS A10B SYMBOLS Al2C LIMITS OF PAYMENT FOR EXCAVATION AND BACKFILL-BRIDGE BC>-1 BRIDGE DETAILS 80-3 BRIDGE DETAILS 80-5 BRIDGE DETAILS 80-13 BRIDGE DETAILS 82-6 PILE DETAILS CLASS 4DOC AND CLASS 825C BS-21 JOINT SEAL (MAXIMUM MOVEMENT RATING= 50MM) 87-1 BOX GIRDER DETAILS B7-10 UTILITY OPENINc;..sox GIRDER 88-5 CAST-IN-Pt.ACE PRESTRESSEO GIRDER DETAILS B14-5 WATER SUPPLY LINE (DETAILS) (PtPE SIZES LESS THAN NPS4) Ail DIMENSIONS ARE SHOWN IN METERS, EXCEPT AS NOTED SR-55/SR-1 SEPARATION DECK CONTOURS DISREGARD PRINl'5 BE,\RING REVISION DATES PRELIMINARY STAGr ONLY SHEET CF EARLIER REVISION OATES -2 16 Nofes 1 p lnd1cafe5 Bottom Of foofmg Elevation In Meters \\ ' ' 0- exist 675mm .5fwer (Co1.1nf!:I, janilat1on Dis trier Of Orange Co) 0 Jnri1cafes Pile, All PJ/eJ NofShown for L1m1!, of Paymenf for .Sfrf!!!J;re Excavat,on I 8ackftll See 6 PHOTOGRAMMETRY AS Of: AUG' 92 SUR"t't:YED ~ I.IC.CURTIS mo O£CICED ., PS<:ltM.S DRAWN NA TRACED NA CHECKED N.A. '\ \ ', DESGN DETAILS QUANTITIES -, .. ..,.·.,_ PLAN , , eoo ~ WANG -J. ELY PREPARED FOR THE ~ MAI -WANG CITY OF NEWPORT BEACH ~ WANG -JAIN DEPARTMENT OF PUBLIC WORKS ORIGINAL SCAl.£ IN MIUMETERS fOR REDUCED PLANS 0 20 40 60 80 100 BENCHl!ABKS BM I W1tl7 (RESET 1936) ELEV. 3.002 FD. STD. USCGS BM DJSC STAMPED W187 RE• SET 1936" SET VERTlCAL IN THE NORTH FACE OF MOST SE'l Y PIER ON THE SOUTH SIDE OF PACIFtc COAST HWY. UNDER R1E 55 NEW-PORT BLVD. BRIDGE,2.7 FT. W. OF NE CORNER OF PIER. 3.5 S1. Y OF S. CURB AND 2' HIGHER THAN CURB (NGS 331174,U.103, PG-I) DIST COJNlY 12 Ora ROUTE 55.1 TOTAL PRO..ECT 0.13/0.87 31.71/32.08 REGI~ CIVIL ENGINEER PLAHS APPROVAL DAlE MOFFATT &: NICHOL, ENGINEERS SANTA ANA, CALIFORNIA THE STATE Of CAUFOffNIA OR ITS OFTICERS OR AGENTS SHALL NOT BE RESPONSIBt.£ FOR THE ACCURACY OR COMPLETENESS Of ELECTRONIC COPIES OF THIS PLAN SHEET Precast Presfressed Concrete, Octagonal Or Circular Section Opflonal #e5 >< 6.5m Mm Total 6 Pf =580 KN Mm 4 strands, Mm SECTION (A) 0 IC\ I!.> ' ~ ~ ~ i E, () IC\ ll\ No~ Provide :d Bend Af Abi.lf PlleJ ~25>t6.5 {_{i br ( Cutoff Lme 0 -I _.., 7 "' I ~ 1 I I 1 I I ' ' ~ I I I ~ --{j I I t ~ § l {1_ ._ ? ,2 -~ J:: t\: I) -Ii; ~ 0 -.I ~ Q l{l ALTERNATIVE "Y' Notes, for DetaJ/J Not Shown See~ ... ,J8273 B.EV. Z.040 BENCHMARK '8 LOCATED IN 11£ SOUTHWESTERLY CORNIER OF A 5 FEET BY 8 FEET CATCH BAsrN, APPROXIMATELY 185 FEET EAST OF THE SOUTH ENO OF nE NEVVPORT AVENUE BRIDGE CROSSING PACIFIC COAST HIGHWAY; 43 FEET NOR1HEAST OF UGKT POLE MARKED E-34 N«J IO FEET SOUTHEAST OF LIGKT POlE 1MR1<ED E-33; APPROXIMATEL V 70 FEET 80UTlt OF CENTERLINE OF PACIFIC COAST tlQttWM.Y; 1 FOOT HIGHER THAN 11£ _y_ PILE DETAIL -CLASS 6c5C (MOD) A,.--.v. 14,...... er----POST POST Mll.E KM 0.27 0.4 cu 12208 DISREGARD PRINTS BEARING A 038800 EARLIER RE'v1Sl0N OAlES - No .,ccte AU. DIMENSIONS ARE SHOVIIN IN METERS, EXCEPT AS NOTED SR-55/SR-1 SEPARATION FOUNDATION PLAN SHEET or 3 I I , ! ~earmg Pad = g lnftr1or f;trder (Typ)--,/ I I !, ~f ~i Const~/ ~\~ I I I , , I I ;,----e l[lternal Shear leef/ , : f Ba!/ (TJIP) I I I I , , , , , , , / t1 , ./~ , , I I I , .J --1 I ·/ .J I -1. -1 I I I ..J ..J I I ...J _rt Abu/ I -,., -,., I I ~ I I I I I I I I /. I I __ 1+-1_ 1 __ 1 _/f--,---~/f--,--'--,1----+-1+---,'---+-4--1/'----f I1 __ ,. __ '+I1 ___ I+1_ 1 __ 1 --,/1--,,.-,,.,!"f,.---+d--; /-{I/fl.~~~ % DIST COUNTY ROUTE 12 Ora 55.1 ED CIVIL ENGINEER KILOMETER POST TOTAL PROJECT 51-tEET TOTAL NO. SHEETS 188 202 ~,ss,~ {~ "-\i 5•13• 91 if A.L ELY 1\ PW< ~=.~.= ... =o=vAL,..-',,-DA=lE----II ~8880 1 i-----------\1• 6-30-fT '• - MOFFATT I!< NICHOL, ENGINEERS / • 4• SANTA ANA, CALIFORNIA ll'orc,.L\~..:., THE STATE OF CAUf"ORN!A OR ns omCERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF ELEC'TRONIC COPJES OF THIS PLAN SHEET eI 391 Abut I, 21843 Abut 3 21 53.9 Abut/, 2/ 9e9 ~I.If.; 7,J,,N-~~ ~ ,--,e~ staoe 2 e684C Abut I staoe I 15 89C lobut I r--"'"'' ~ -~ Ke!! (To/6 Ea Abt.JI) -----Infernal .Shear u 1---l <D I ( r-------------------------+------,1'---------------------1 I i,-I T tL I:.. -\o / T T u~ I • 1/1 (/ Pt!e (All Pt/es Ncfshown) ---- --r • ELEVATION (Abut I Shown, Abut .3 J1mi/or) /:80 , .9 Joaces @ 20Bo = T r T T ' • • • • • • 10 Snaces @ 2050 = eo 800 FOOT/Ng 9 Jnaces (! 2150 = 19170 /--@ Rfe SS 1s15 I 165· i/ to SDaces @ 2080 /ConslJ! = 20 800 • --I /----r --r ·-·- -' --I ---• T / T T T T T • /i 1sEo i • • ♦ ♦ ♦ • 9 SDaces @ 2080 = 18 720 eeo-PLA N -/i8UTMENT 1 /: 80 f-'tt. Rte 55 1855 / i , I . • • ' l ir-t Abutment ssores i-'40=0=--i,..,_,'15=--'0'-..+,'300~1 r Jomf ,5ea/ Type lJ Joint V {MR:50mm)See tfiJh Protec/Jon / , ., ., Q oefa!l ·.See /5ee 5,ruc,ure 'Abut OetaJ/s t---+---f-~ I Approach 7ype N(SS)Jhl No2'Sht-J '-----,__---I ~ ~ expanded t--+--t,::l;F,i!E;:; lio-F""-...,,,,"!__.li§!l!i!i,r-- Poq,,.,,e • -,16" r7 (! 300 See ,~ --''l"---+----1----__. -.,..D-,n,-.. ,--# 16,, '----1 ~ ,;oo 12mm Exp Jam, filler ,. # /6 @ ,;oo #/6" 11 (! /50-r-.,C0nJ JI_ [\ 8 "' Note: Backwall To # 29,, r-, (Tot 7) " • • Se Placed After #1$ ~ J @,;oo -_,,, , , 8 Presfressmg ts //' _ 1 • Iii Completed # 16 " 1._...; ~,;ca - ,5/ope ~ <} i.----Geocoinpos;fe ()ran Pavmg #22 .. J ~ 300 • IB(Tol8)--.,. • Const e~-,#16 x ~ ~.;oo • #16 /!500 1 ' Jami---. n:l===r;::::::;:f::::t;l:=~:;::::;::::;l~ Abufora,n ..--. .s;r.'-'· • -See• Structure V ~1\j R t-i::±=;:$, ~----+....::i~·~Tf'-APproachOram~ ,.. -7 ,.. ..,, , J)efatls' Shi ~ ~C) / ----------------~ ~I I -----· --· _, --11 • 4; Abt.JI -------I - ------I --T T -'T T -' T I T • • • • • • • g:s!l/.l -' --.l/ ~~/Jr,r,--±--;--t--+---,t---+--+---t:--'-+-=j:t===/~,~~===~·-=·===~;~===~;f~-----~+-;":..-=.-=.-=.::i,;".:..-=.-::.-=.--.:'.i;f--=.-=.-=.-=.~T:?'"----=~+;----_-_~~;~===~i/~T~-N~~: I IO Joaces (! 2I.;o = 21 300 i 19.30 9 .,oaces ~ 2I.;o = 19170 i O Indicates Vertical Pile TYPICAL SECTION /: 20 eqo-'f Indicates Ptle Battered FOOT/NA PLAN -ABUTMENT 3 5:fln Otrecf;onOl'Arrow ALLotMENSIONsARESHOV\/NIN ,,; ---7----.-----------====~~~:;::;Et'' :m:::::::;~~~=--roimoi:im'°M:-;;~-r--------,r::mm:.m::r----=-==-==--:-::=:-:-=M~ILIJMETERS;~~-!EX~CEPT~A~S~NO~TE~ED~ ~r .. _ ........ ,c'il.~~~'9~•+-t:=.._ ... :_::,_:._+:~·_MAl_wA_N_G---+= __ :_:_~: __ _, CITYROFANEWPORT BEACH _,b 1<~ ..... d"°' ~;;;~, SR-55/SR-1 SEPARATION <n m&n,,o,roMr1t ~5~-~7-~9~z___ DUANTITIES ~ WANG -JAIN DEPARTMENT OF PUBLIC WORKS 0.2710.43 ABUTMENT DETAILS NO. 1 ORIGINAL SCAL.£ IN MIUt.lETERS I 1 1 1 r t I I I I CU 12208 DISREGARD PRINTS BEARING ~SION OATES (PRELIMINARY STAGE ONLY) 1SHEET Of" __, _______________________________ ,OR_•_rn_ucro_,_"_•• ___ o..____.2"-0 -•"°..__.oo.._....,.so..__..,o._o ---"'E-"A'-"'038900=.._ ____ __,..;' .. '•,_'" .. • ••' .. "s .. ,ON .. o .. m.;;.s .. -__ ~..,_.. I I l I I ! 4 18 I "®-: I I I I J fAbvt e-#36x--, Top Of J1dewall<. Top of oeck □□□□□□□□·□□□□□□ End j.--i Infernal 01aphra9m'\ I Shear Key 7 5-#13 ,::, X l!l-l!J~ 6-#JG t Ab1.1fment 8 2-#16 "'\_ ~ ~ L 25 mm Expanded Polijsfyrene Over 12 mm Exp Jt filler 7 LJU~~t=tidd~~~ttt=f~§~tfif1j~~<:i0 ,t 7 ~ :Sides Of l<eJJ 7-#e!J"'S.Om -----Expanded Polystyrene (jome Thickness A.s 8~rmg Pod) PARTIAL ABUTMENT ELEVATION /: 0 #/6 ~ 150 #13,. 'O ~300 #25 ,I( 7 (J 150 Add #;3 r! 300" ~ 'a' See @Rb \.._~------,,l'-'----'T,~A'-"b""1.1"--f-'-'-R"-'m'-"f-+t--V I~ e4 #;3,-. LJ @300 e-#JG~oo #13" TI t! 300 #16" L ~300 IW.-l--U--1-+-H-1-4-++-tHH--fJ.::::,. Slope Pavmg # 16 e .;00 Ot.Jfs1de face }--/ C ~ ~150 Inside face 116 25 WINGWALL ELEVATION 75 mm Bondin On Smoo h m,s Jomf Seal-- I, 30 DIST COUNTY ROUlt KILOMETER POST TOTAL PRO..ECT SHEET TOTAL NO. SHEETS 12 Ora 55.1 RE't!s~o CIVIL ENGINEER PLANS APPROVAL DATE 0.13/0.117 .71/32.DB MOFFA TT & NICHOL, ENGINEERS SANTA ANA, CALIFORNIA THE STATE OF CALIFORNIA OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY 0A COMPLETENESS OF ELECTRONIC COPIES OF THIS PLAN SHEET. 100 Edge Of Deck.;-,-,,_-< WWLOL SECTION #es Cont 1; >< )~300 #16 I! 150 eeoccmpcstfe Oram Abut Dram 630 5ECTION © End Diaphragm 50mm Expondl!d Polystyrene SECTION (A) Add#l9@.;00,r L P.5m TypAbut Remf 6-#/6 No:Scale Nofe, for Addif1onal Remf.AfOpelJ;/-See ~t W:J} U·5. Provide so mm Expanded Poty,fyrene Aroun(/ Thimble Costng Af, A---'-+---'-, End Diaphragm 1500 Mm ,.J----1---,/Sfrvcfvre Approach Type N (95) Cap end Wilh ~feel IP 6. 4 mm -Tack. Weld, Seal Waterf19hf, Coat Wtfh Asphalt$ Wrap :Steel Plate Ptpe Thimble Ca3m9 610 mm (24') OD ~ to mm Coal WtfhAsphalff, wrap To Prevent Corrosion (Tote Req1d Ea Abutment for future uhl,fles) 8Qclcwall Sl!e 7-1, End Diaphragm To 6e Galv Sheet Melo/ f;<f:)ondect Polystyrene 5ome Tn,ckness A-'S~9Pad See o-i for Seal At Ai Nole: Openm9 Thru 412-#16"--1.'U-~-----~~--,--,.;;;-;; ELEVATION ., DETAIL AT OPENINGS I,; *t6e3oo #teJ<\_ /flees FOR fUT T!LIT!ES AU.DIMENSIONSARESHOWNIN 100mm Larger Than Thimble Casm9 >; 1 ---,------""T'" _ _::S:E:C:r;,]'~ 00:N:=::~B:._ _____ r;;, ·-=;;=; _:-_-_."T_;:-_-..::~;;:;.:::~-_-_-_-_-_--+T,._~ ... ; _: _::_~ ~~~~ _: _: _:-1¥~l~~~i'=L~=T=:~::~~:::~~::~~l~;~~~{~~~~~~~~~~~~~~sj_~~G_~~~~~~"']Ll~IME7E]j-=R~•=--·~ex~c~e-PT~A~~•"°~TE~ 7 oj ·~ ... PREPARED FOR THE ~-,.., 55-0966 SR-55/SR-1 SEPARATION ..., -....e:.~!Je=--i.::==--i-=--=:::...._----jf-a.a.,-_:_:;_::=----t CITY OF NEWPORT BEACH _b;;:,;;; k .. ,.... ~?J:' P,?J' ABUTMENT DETAILS NO. 2 ~t;;;~~§:==dL _____________ ..c=~:t~~=:;;.s;~~;;~wD~E~PA~R~TM~E~N-rnl ~O,~PU~B~Ll~C~W~O!RK~,Sifl~c-----i~0-~v~0 -•~ 3 ~~~:::1~~·~,.~~0N~••~rr~s ~P•~'"E"'·~·•~v=s,j•GE=ON='E'S:JESHrEE 5 , :1°'E "'[-•: -M= "'":•~=====~~~~~~===--------------------E=ili'.!~::=..i..~.L.:..,_L-!~~!........l2!Wlic!.u ..!12!2208!!!!2, _____ ,.1.;;"'::::SR';:;;o•;.:••~•:;::•'•::.".:::":::'';;:,.•'•_o .....;;..i,:.ci:a. ~•ia,.....1._1.--.L-..J......l.....J.-!........,.~.::atS_, EA 038900 EARLIER REVISION DATtS -..,;; 20 -40 60 80 100 BEARIN n -J. ELY DESIGN WANG ~ -WANG DETAILS MAI n -OUANllllES WANG JAIN ORIGINAL SCALE IN MILIMETERS FOR REDUCED PLANS 0 Jl I J I I,: ·1 II II II II II If II II I/ II II II ff II fl fl It II II II I/ II II II // r-@ Rte 55 ('AM Ltne ') ' II II II II II /I II fl II II II II II II II JI II ff II II II II II II II II II II II II II II II II II II II II --7-T1 L_ // II II It ___ _j L _____ _j L _____ ../ L _____ _j I II /_ II __ / L _____ ./ L _____ / f ______ ./ L ______ / L ______ j L ______ / L __ _ II __J L,7--- ___ L_J7 ,-- II II II II II II D I I e- I I ----, r------, r------, ,-----7 I II If If JI II II II JI II II II /I II II II fl II II II /I II II II J/ ,---- ' I -7,,-7--7,,---- / I I I I I I I I I I I I I I I I I I I Closure Pour j esm7\'Contmue r..,Ir Soff;t .,lob Across Bent PLAN /: 80 --, r-----7 ,-------, ,-----, ,------, ,--- 11 II II II II II If II II II II II II II II II II fl If II II II II fl II II II II II II ... ·.. • <<< This Bay Only r~-4.=;:;;::::====J 11 ~ t./ ( Deck. Closure Pour ,,--@Rte 55 ('',A,M Lme') \ I I I I I , I I 11 ' l I l I '-3/, -~ ~ ~ ~ i i 11f l 1 iil I II, ' ~ ~ 0 ~ 0-~ ~ -~ l:::' ~ "' ~ «'. -7 ,--L_J __ _ II II II II II II - II ~ II I I t~---------------------------------------------------------------------------------------------------------------Li I j ' L,,----------------------------------------L---------------------------------------------------------------------77J 1 1 Senf Closure , Note.-Bent Closure Pour Not U w---_P,le (All Pt/es Pour EL E VA TI ON To Placed Sooner Than 7 Oc111s Not ~hown) 1, 80 Affer Release Of falsework. Footm9Con3tJt 43 950 1:,9{ 3 Saaces @ 5910 = 17 750 e991 2919 .; Spaces @ 59/0 = Ii 730 1e9o 1=355 1eoo. 2355 '!) , ! ") ' ' ~ ' Bent ' ~ ' I ' I Closure Pour i " ' .. ' ,t Bent rh ., " ') () ') ,9--µ.:) () ') ') (,),-~) ') r.J) () ,;,._ lg...') " in ') ..g ~ () ') () r,..,--..,.., =h') ') ') ') " " ') ') ') " . T -' -.,, -, -,. - () ') ') () -✓ () () () {_.)...., ,., " " ') c.~ _-7",. () ( ;/ ( () '-f:7 ~ ') ') ') ,_..,__, +--1 {) ') () ') ') I) ') () T --' -' --, ' --- l Foofmg Const Jf.../ . i 20 Soaces Af 1050 /I J-489 eo Soaces At 1050 2/000 = cl 000 = ' \ ' Note, ,::, lnd1cafes verf,ca/ Pile 561 FOOTING PLAN 1: 80 DESIGN ff WANG -J.ELY DETAILS ff MAI -WANG QUANTITIES ff WANG -JAIN PREPARED FOR THE -+=----1 CITY OF NEWPORT BEACH DEPARTM:NT OF ~usuc WORKS 'Kuwr:: ORIGINAL SCALE IN MIUMETERS cu 12208 FOR REDUCED PLANS 0 20 "' 50 ,o 1 oo EA 038900 ·-"'•·~- Q ~ "' :a .... I --:Jg --f:'\~ (} 6 .., ~ .... POST POST MILE !(M .27 ! 0.<43 DISREGARD Pq!NTS BEARING EARLIER RE'V!SION DA TES - DIST COUNTY ROUTE 12 Ora 56.1 O'A. ENGINEER 5·13·97 Pl.ANS APPROVAL DATE KIL0M£TER POST TOTAL PRo.£CT o,,;ug91, 71132.08 MOFFA TT & NICHOL. ENGINEERS SANTA ANA, CALIFORNIA SHEET TOTAL NO. SHEE'TS lHE STATE OF CALIFORNIA OR ITS OfFlCERS OR AGENTS SHAU. NOT BE RESPONSIBt.£ FOR lHE ACCURACY OR COMPl..ElENESS Of El...£C1RON!C COPl£S Of THIS Pl.AN SHEET fractur~d Rib ~fur~ 16 FRACTURED R/8 TEXTURE No :;cote 1200mm Frocfur~d R1bTexfure Typ Bent Remf 5ECTION (A) No Scale All. DIIEISICNII ARE SHCMIN N ~ EXCEPT /li&-NOTED SR-55/SR-1 SEPARATION BENT DETAILS NO. 1 • PRELIMINARY ST AGE ONLY SHEET OF 1o 1e 300 @-- .ar / Add#/ Add.3· 6 x nJ 900 #l6X c✓ 0---- onf 3CO OT . Of Limit fractu Rib Te red xture 500 - 750 ~-# 13 " L ~300 Bend Column Verf Remf To Avoid , PreJ tre ~, Due ts---_,_ ' i i -i I I I "\" LI l - --'-J ----~ -- I l :::::---......_ #/6T1e!" a:!llJ ...., /~O~ i ...: } J L -·-----~ - ' :;.-~ L1md OF Tua Oec~ Slab t30o t:1ot Remr r, Top TranMr~ Retnf .c:75"--l-l___,6:..::5~o--i-'--=6'-"5::c.0--4~7_,,!5 I/"# l!J ~ 300 Bent [B-#36 . • • T . K::.1oomm fillet TIJP Deck. Remf Y ... Ji #/6~~300-#13 (Tof6) !V // \____fractured~, ;><_ _,,,.-Splices Not Permitted ,, ( I, In Mam Column ,__#JG" [il.] (J 300 ~ , ,____8· #3~ 1:1 i I/ I' ,, i ~ L..-,, r----. '- I l ,111 I • llli --4~ I 750 I ...,_ Rib Textur I'. I .. / Retnf (Typ) ii I 1 L,, 7 I I I I I I • . \'.._#1,;,LJ @300 PARTIAL BENT ELEVATION C I: 40 50 ¢ 750 750 11-#Sexl ea Face (Tot ee) 110~300 0 ~L-~~=!:::f=!:~~ #/8 ~ .300 ij ~ 32(Typ) SECTION @ , , eo , #16 Ties " LtJjJ @1so ,, 135 11-#3e,L EC/ face (Tot ee) ~ . . , 'It- --u ' . "'~'" LJ~ Condi Jt-~ 'I---# 16 ~ 300 - ~!~ IJ:s.-.;;;;:s--+--·'-.liil'--#/3,. LJ ~ 300 , 450 I 850 . 850 . #22 ~300 ---L-/2• :/;!,6 #es@soo SECTION @ SECTION © I: 20 /: eO D£SGN ,.. WANG J. ELY PREPARED FOR THE ,_on_AILS---,.,,.n ----~-_w_,.,._G ____. CITY OF NEWPORT BEACH n WANG -JAIN DEPARTMENT OF PUBLIC WORKS QUANTITIES ORIGINAL SCALE IN t,111.ll.lETERS cu 12208 FOR REDUCED PLANS O 20 "' so so 100 EA 038900 x: .. ...,...... 55--0968 POST POST MILE KM 0.Z7 0.43 DISREGARD PRINTS BEARING EARLIER RE\/ISION OATES - DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PRO..ECT NO. SHEETS 12 Ona 55.1 0\1L ENGINEER PLANS APPROVAL DATE MOFFA TT & NICHOL, ENGINEERS SANTA ANA, CALIFORNIA THE STATE Of CALIFORNIA OR ITS OfFlCERS OR AGENTS SHAU. NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF ELECTRONIC COPIES Of THIS PLAN SHEET M.L DIIEHSIONS ARE SHOYm IN l&UlETERS. EXCEPT A.a N0TcD SR-55/SR-1 SEPARATION BENT DETAILS NO. 2 RE'll1Sl0N DATES PRELIMINARY STAGE ONLY SHEET OF 7 18 FAl,SEWORK RELEASE ALTERNATNE 1· FALSEWORK SHALL BE REI.VSED AS 900N AS PERMITTED BY THE SPECSFfCATIONS. CLOSURE POUR SHAU NOT BE Pl.ACED SOONER THAN 90 DAYS AFTER THE FALSEWORK HAS BEEN RELEASEO. AL1JRNATM! 2; 100mm PCC Paving Over Aggregate Base------.t DIST COUNTY ROUTE KILOMETtR POST SHEET TOTAL TOTAL PRMCT NO. SHEETS 12 Ora !55.1 • -BL 1,e 202 31.71/32.08 OW. ENGINEER PLANS APPROVAL DATE FALSEWORK SHAU. NOT BE RELEASEU LESS THAN 28 DAYS AFTER THE LAST CONCRETE HAS BEEN PLACED. CLOSURE POUR SHALL NOT BE PLACED SOONER THAN 14 DAYS AFTER THE FALSEWORK HAS BEEN RELEASED. @ Rte 55 ('JAM' Line) '---~::::::::~--#/3 x 300 MOFFA TT & NICHOL, ENGINEERS SANTA ANA, CALIFORNIA WHEN FALSEVVORK REL.£ASE Al TERNATIVE 2 IS USED, CAMBER VALUES ARE 0. 75 TIMES THOSE SHO\NN. eOmm Drip oroove (Typ) 350 eO 180 Profile ra e ~ 450 eO 180 f 600mm "450mm o~nmgfor fufure uttldy THE STATE OF CAUFORNIA OR rTS OFFICERS OR AGENTS SHALL NOT BE RESP0NSa..E FOR THE ACCUAACf OR COMPlETENESS OF B.ECTRONIC COPES OF THIS PLAN SHEET. 1700 Edge Of Deck Pipe Hand Ra1lm9 (Typ) Oecorafwe Cone Barrier (Typ) E/ecfr,cal Condv1t See Rdwy Plans 4 5 ace-s At 21540 mm = 10 560mm SmmClr e3so e6 o 600 C6Q 6 ,5 aces Id e680mm = 16 0mm e· #/6Cont 8ee 'Gtrder Defr:JJ/s '5/?t 6 mm 1 r yp) fracfured Rib i(Jxfvre for Add1t1ona/ Remf Al 8arr1er .see 'Decorof1ve Concrete Sarrter • Sheet #/6 Tot 7 ea 8a Notes, for 1!!}o"J.l_ ~ Details See 1 e $ "CJ Lap Sp/tees Nol Permlfted In {)eel<. Slab And Sofftf Slob t.ongdvdmal Remf Clo~er Than 7. 5 m To 1 Senf #/6 Cont Ea(j1rder #13 Cont (Tot 5 Ea Bay) [ (} ,!:, (.j TYPICAL SECTION /: 60 # 19, S = 3 30 " ~ @ Or"--~ Place Paro/le/ To r;;f!!Ji !3enf $ MeaJvre .5pacm9 CloJvre Along t Rte 55 PO/Jr Deel< ConJfJf see~ \fI} #13(! 300 (Tof6) Con,t Jf(ryp) i 1... #f:S('[.ofe) m ~ ~(Typ) #t6~300(Tot6)§, ~ IN-+---#/3 " I! 300 I::!,.. e-#1scont$. ea(J1rder ..., #/3" l___J 1!330 See~ Place Poro/le-I To W ~ Sent$ Measure Spocm9 Along t Rte 55 PARTIAL 5ECT!ON I: 25 DESIGN n -WANG J.ELY n -DETAILS MAI WANG n ,_ QUANTITIES WANG ! JAIN ORIGINAL SCALE IN M!LIMETERS ~OR REDUCED PLANS 0 O SC # 16 K2i50 1!3.30 #/6~300 Sof Jf Slab In Th1J Req1on To ~rm1nate SCfmm ClrOfAbvf faces PREPARED =-oR THE CITY OF NEWPORT BEACH )ED 4RTMENT J; :OJBLIC WORKS 20 "' 50 80 ,oo t Abut ' P..-¥ k'.v,er+:,: do, ~- cu 12208 EA 038900 Profile Qrade Camber Line !:: <rj ~ ~ eOmm Ortp eroove /.lote, Camber Diagram OoeJ Not tnc/vde IJ/owance for fa/Jework Settlement () () <,,lo CAMBER DIA(;iRAM 55-0966 POST POST MILE <M 0.27 0.43 DISREGARD PRINTS BEARING EARLIER RE\t1SION DA TES - No Scale ALLDIIIEIISION6 ARE SHOWN IN MIU.JIETERS, EXCB'T AS NOTED SR-55/SR-1 SEPARATION TYPICAL SECTION RE"1SION OATES P~EUMINARY STAGE ONLY SHEET Of 8 lS Iii ► -"' I:] ..., ~ ~/ '(e, I\.. wwwseu:.:.~ II\ ... u, r 1-1z 650Top 450Bot 75 e,raer /J1rder Note, ~p Indicates Girder st~m Wtdfh In Mtllimelers ut1/dy Opemng l.f End Diaphragm See 'Ahut Details Noe• Sheet PRESTRESSING NOTES 1890 MPa LOW RELAXATION STRANO: PJACK = NUMBER OF GIRDERS CONTRACTOR SHALL SUBMIT ELONGATION CALCUL.A TIONS BASED ON AN INITIAL STRESS ATIXJTHAT IS EQUAL TO; TIMES THE JACKING STRESS /000 #19,, [~100 STAGE 1 41100 KN 6 28MPa 25MPa 0.937 STAGE2 snso KN 10 28 MPa 25 MPa 0.937 DIST COJNTY ROUTE 12 On, 55.1 RE,14 OW. ENQNEER PLANS APPROVAL DATE KILOMETER POST TOTAL PRO.ECT 0.13/DJll' 1/32..08 MOFFATT .!c NICHOL, ENGINEERS SANTA ANA, CALIFORNIA SHEET TOTAL NO. SHEETS 1HE STATE OF CALJFORNIA OR ITS OFFlCERS OR AGENTS SHALL NOT BE RESPONSIBt.£ FOR THE ACCURACY OR COMPLETENESS OF ELECTRONIC COPIES OF THIS PL.AN SHEET DESIGN BASED ON FRICTION CURVATURE COEFFICIENT (U) = 0.20 AND FRICTION WOBBLE COEFFICIENT (K) = 0.0 MODIFIED FOR HORIZONTAL CURVAlURE IF ANY. DISTRIBUTION OF PRESTRESS FORCE (p JACK) BETWEEN GIRDERS SHAU NOT EXCEED THE RATIO OF 3:2. MAXIMUM FINAL FORCE VARIATION BETWEEN GIRDERS SHALL NOT EXCEED 3000KN. ONE ENO STRESSING MAY BE PERFORMED FROM EITHER END. -'I I I Closvre Pour GIRDER LAYOUT PARTIAL ELEVATION f Abut I l (Measured Alo 20~eoo @aooMax 1!450 Max 1: eoo i each Girder PomtOf Inflecf1on (T!JP) Bente L (Mea:;ured Alon @ each e,rder Fi"-'O...a"-'1L=&1 0.4 L Pafh Of Cenfer Of Gravity of Prestressmg steer IS Parabolic eerween Pomts /!450Max LONGITUDINAL 5ECTION No 5cale DESIGN " WANG -J.ELY PREPARED Abvf3 75 FOR Theoref1col Pomtof No Movement !'or One End stressmg THE " -CITY OF NEWPORT BEACH A.:r-!:YI \<:11~ DETAILS MAI WANG -- QUANTITIES " WANG -)~?AR"'."MENT OF PUBLIC WORKS JAIN ORIGINAL $CAL£ IN MIUMETERS ' cu 12208 F'Ofl' REDUCED PLANS 0 20 "' 60 80 ,oo EA 038900 r;_ Abut 6-#es (Extend To Edge Of Deck) soo 75 L1m1tOf ryp Dect And ,Offtt Slab Tranverse Remf 2000 -----= I 100mm fillet #rG x r-~ ISO I Between l51raers, Place Blockovf for Prestress Anchorage jee~ 6 -# 19 J< L__J ' --+---#/6 (! jOO Parallel To t51raers I / #J6J< [CJ @3oo Place Para lie/ To t51rders END DIAPHRA(;M DETAILS N . r 55-0966 DISREGARD PRINTS BEARING EARLIER REVISION DA TES -I No 5cole ALLDMEtlSIONSARE SHOINN IN llllUIETERS. EXCEPT AS NOTED SR-55/SR-1 SEPARATION GIRDER LAYOUT SlON DATES P~EUMlNARY STAGE ONLY SHEET :Jf 18 f Ab I I !O.Sm \ u \ \ 7.5m !dge of Oec1<., \ \"' 1PIG Ea \ \ \' • \ \ ~ 7.5m /0.5m \ -)< . m !a Bay Excep_t Af "'@ 8ent e \ I\ Closure Pour (7ot84) Add6 #e9 180 ' \ ' '\ @Ab t 3 u fracfured Rib Texture DIST COUNTY ROUTE 12 Ora 55.1 M ti. REGISTER8J CIV1L ENGINEER KILOMETER POST TOTAL PROJECT 0.1:,,0.97 31.71/32.08 SHEET TOTAL NO. SHEETS 194 202 #/6 e-q irder --" I - \I t 1:;1rde_[ ' , , I @1:;,rder_ \ 5-#15 Ea II Bay i@rder_ Ba!J 1, ' \\ ' -" A , ' I \I • ,. ' \ ,. \ -- \I • • \I ' I " ' '\ \' -~ -\ \ " ' II " /////// / I/ / / / / / / , ///////////_,,'\"' "( / / Add #e9 x I8.0m ea Side . Edge Of Closure Pou/__:} \ • • PARTIAL PLAN ' Of Closure Pour (Tote) \ GIRDER TOP REINFORCEMENT NO Scale /0.5m \ i.5m , ,'t \ . 7.5m \ /0.5m \ -----Add8-#i:2 x/8.0m i£Abuf3 \ \.-t \ A Ea Bay except Af ..J!_ Bente Y \ Closure Pour (Tot 11e) \ \ \ \ \ \\ \\ \ PARTIAL PLAN -GIRDER BOTTOM REINFORCEMENT 50mm r BB Ne scale Abuf I 111111111 111111111 111111111 ' 0.¢ I.Sm ** 3./m ** ....J Cl fractured Rib Texture ' ' . I I\ aces 8 48 /6 FRACTURED RIB TEXTURE No5cote Const Jt #/6x ~300 11=,,~ees e-# 15 " r---.....,,...., SECTION I: 15 PLANS APPROVAL DATE MOFFA TT & NICHOL, ENGINEERS SANTA ANA, CALIFORNIA THE ST A TE Of CALIFORNIA OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS Of ELECTRONIC COPIES OF nilS PLAN SHEET See '7!/P Secf1on 11 Sheet #/6" L.....J ~300 #!6'< J @300 eomm Drip eroove (A) #/G" f7 (!300~ #13~ee;- e-#13x r - fractured Rib Texlur e- -7 ., ~ h ~ '--' L.A.. , ' ' ,- ' ' eoo SE CT/ON 1: 15 -#/6>< ~300{! L._J 'Aq;usf r To Clea Prestre .,, Ducts ) ® 111111111 111111111 111111111 Parabolic Between Points Shown 2 -# I 3 >< '----" 3.lm ** o.53** *"' Measured Along edge Of Deck. .....l PARTIAL ELEVATION-EXTERIOR qtRDER 1: 60 DESIGN .. WANG -J. ELY PREPARED FOR THE DETAILS MAI QUANTITIES r WANG -CITY OF NEWPORT BEACH WANG -DEPARTMENT OF PUBLIC WORKS JAIN ORIGINAL SCALE IN MILIMETERS FOR REDUCED PLANS 0 20 40 60 80 ,00 I G NO . f::J...-yu"' \!.., 9 (f -~-55-0866 POST POST MILE KM 0.27 0.43 cu 12208 DISREGARD PRINTS BEARING EA 038900 EARLIER REVISION DA TES - All DIMENSIONS ARE SHOWN IN MILLIMETERS, EXCEPT AS NOTED SR-55/SR-1 SEPARATION GIRDER DETAILS SION DATES PREUMINA.RY STAGE ONLY SHEET OF 10 18 ' Fractured Rib Panel~ I ■ ~ Reveal (Typ) BB Or EB 4800 T Op_en Jomt To Match • 1 150 ~~~~~ ~ Ft==i============9isi======l==!,.;,..#=!==,======= 1111 II ■■■ ■ I I ■ Slope Pavmg 1 , ec #16 "I ~e40 Ren/mg Not Shown Add2•#/6xrt~Or ES Aad 2-#16 x rt ~ 150-., 3,o (Typ) @Deel< Jt r ( #/!; X ~ Typ 7yp (!OeckJt ;c ~480 - REFLECTED: EXTERIOR ELEVATION Note • Pipe Hand ~-K ,· y ~ l ~ / I /' l/ " 'le: 01ST COUNTY ROUTE 12 On! 55.1 CI\IIL ENGINEER PLANS APPROVAL DATE MOFFATT & NICHOL, ENGINEERS SANTA ANA, CALIFORNIA SHEET TOTAL NO. SHEETS 1 !l5 202 THE STATE OF CALIFORNIA OR ITS OfTtC£RS OR AG(NTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS Of ELEC"ffiONIC COPIES OF THtS PLAN SHEET Fracfured Rib Texfure □□□□□□ ,==a ;:=cs ',p "==-□□~□ □@DID □·~~ ( pa """' --"' ' ' v JO· ' ' ~ ' =/ == .= '= I= I= I== ' ' ' ; IC) -" #13x.ft{~480 130mm Dia V01dJ .see Noles ......J II # IS >< f\ ~ 480'-::,) 116" l (!e40 # " 2s 7-<!240 #2Sx l @240 ' ELEVATION 1 , ec n ( ~ ' #13 x 480 \_Top Of Dec;,. @ 480 .....J . 610 #/6" ~ (!480 #/6" t7 @480 l--l--l-i--i-J-f---#/6 x 11 @480 q<1 ~ ~~ .... 5440 #73 (Tof8) #/3 x I\ (! 480 #!6~240 #/3Cont es #13~460 r #/6 "r,(.11480 #/6><~~480 SECTION I: 15 SSC Pro Piane Jt ,A, t Abut !3ockwa/! See~ ,, eo td.ge Of De I<. Note, for Deta,!s ..-. Nat Shown .See ~ Section@ #/G• l @e40 530 r;-/CC Bent ,e 76x 76xf.4 ~ (qaiv) (See'Strucfure 9E!O fracfl.lreci '1;1Jroach Type #eS •~ Rtb Panel (9S)" Sheet ~ 240 SECTION /: 15 DESIGN " WANG WWLOL #13 (Tot 7) __) SECTION I: 15 J. ELY C>RC:P A.RED FOR ,HE DETAILS " MAI " +.:------=--W_AN_G ---1 CITY OF NEWPORT BEACH -JAIN D::~AR"MENT 0° 0 UBLIC W0R~S f::.._.,,,u,,.. ¥11 a OUANllTltS WANG ORIGINAL SCALE IN MIUMETERS cu 12208 FOR REDUCED PLANS O 20 60 80 100 EA 038900 ~ 1 .. 1cc I . ·:··. '"'"'"' >i'\ FRACTURED RIB ~ No .Scale TEXTURE e, Ufllify Ducf Form Void /'.reo By wrappm9. Oucf Wtfh 15 Lbs Bwlcf!ng Paper Or Eq.uol UTILITY DUCT EXPAN!JION JOINT Ne Scale #13 • n (Tot 4) #13x ~(.11480 1. FOR HAND RAILING, SEE "PIPE HANO RAILING" SHEET. © 55-09!!6 POST POST MILE KM . 7 0.43 2. DIMENSIONS WILL VARY WITH CROSS SLOPE. SEE PROJECT PLANS. 3. WALLS ARE TO BE BACKFILLED BEFORE BARRIER IS PLACED. '· CLEARANCE TO REINFORCING STEEL IN CURB ANO RAILING io BE 25 MM EXCEPT AS NOTED. LONGITUDINAL REINFORCE~NT TO STOP AT All EXPANSION JOINTS. 5. SEE PROJECT PLANS FOR ELECTROLIERS AND PULL BOXES. I. A MINIMUM OF TWO· 130 MM ROl.N) OPENINGS ARE REQUIRED FOR FUTURE UTILITIES IN ADDITION TO THOSE ON OTHER PlAN SHEETS. OPENINGS ARE TO BE SEALED AT ENDS AHO EXTENDED 200 MM MINMJM PAST ENO OF SIDEWALK IF NOT USED, DUCT FORMS ARE TO BE TIED DOWN. 7. FOR ADOfT10NAL REINFORCEMENT AT ELECTROLIERS SEE "PIPE HANO RAILING• SHEET . All DIMENSIONS ARE SHO'M4 IN MIWMETERS, EXCEPT AS NOTED SR-55/SR-1 SEPARATION DECORATIVE CONCRETE BARRIER OISREGARO PRINTS BEARING SHEET OF EARLIER REVISION DATES -11 16 e Hand Rollin BC so 8ee Rai/Jomt,,' Sp/Jee Deta,t 450 :: ... ■ ... IR.JllJllJllJB.JllJll. 155 f'PoJf--...1 iS 76 • 5!><4.8 P,pe NPS I~ stct---scc-.. L,M-~ Pipe NPS /f?Sfd Post---.... Mortar----- 1.30 eoo #ts "~0 Total 2 2· #JG• 8/0 n-l--/30mm ¢"230mm Po,t Pocket 2· #13" 300 ----'..J__--4_.lLL TYPICAL HAND RAILING SECTION No Scale 76 Sq. ORNAMENTAL POST COLLAR No .Scale Deck Jf Pi.ti! Box ELEVATION see~ 1, eo 15mm Mm Or Ma Ch Deck J I 0 200 Mm Rdwy face F----- 1 __ b 10mm ¢Bolf Edge Of Slottect Hole Pi..AN AT TOP RAIL _j Sleeve c1/.lmm "120mm Slotted Hole ( 5leeve tj : ~-=Jr yf EI..EVAT/ON (A) 15mm Mm Or Maten Deel<. JI eoo Sleeve formed Of 4.8mm Ii for Sliding fd Inside Of Rail Tube 15mm ¢ Holes Near $, far Side Tack Weld 10mm ¢ Nut Inside Of Sleeve for 10mm ¢ Hex 80/f Wtlh Loci,. washer 5LEEVE TOP RAIL SPLICE DETAIL NO Scale Rail Cap 150 f e/ecfro!ter q:===7'==-Add 2·#16,,~ DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT NO. SHEETS 12 Ora 55.1 . o.13/0.97 1"6 •o• 31.71/32.08 J ~ ~ CIVIL ENGINEER 5·13·':17 PLANS APPROVAL DATE MOFFA TT & NICHOL, ENGINEERS SANTA ANA, CALIFORNIA Atetecfrol,e' 500 ~~-,-s-~~rr-~-C-AU-FOO_N_IA_OO_l_~-om-~-•s-oo-,-~-.-~-~-=-•o-,~., JSO ~~~~L~is°':.~NE ~~~RACY OR COMPL£TENEss OF Et£CTiroNic 500 .J!l ..• ~~~::a/k 15mm Mm or Mac Dec!r.~ eoo Mm Top Of Dec!r. Add e-#/6 ;.-.ij .And + Each Side Of E!ecfrol!er Rdwyface 4.8mm ~ xo Or □ RAIL CAP No Scale 95 10mm Bolt _j 5/eeve Ed9e Of Slotfed Hole PLAN AT TOP RAIL ,:-15mm Mm Or Match Deel< Jt so 100 eoo Sleeve formed OF 4.8mmlefor Sltdtn9 ftt Inside Of Rat/ Tube 15mm ¢Holes Near , far Side Ort!/ And Tap for 10mm ¢ Hex &Jlf Wtfh Shaped Washer f Loci<. Washer SLEEVE PIPE RAIL jPLICE OE TAIL No 5cale G RAIL CONNECTION DETAIL No :Scale 1. RAIL ASSEMBLY TO BE PAINTED AFTER FABRICATION. 2. POSTS SHALL BE NORMAL TO RAILING. 3. SPLICES SHALL BE LOCATED IN THE RAILS SPANNING DECK OR WALL JOINTS. INCREASE JOINT WIDTH IN RAILS TO MATCH EXPANSION JOINT WIDTH ANO INCREASE SLEEVE LENGTH CORRESPONDINGLY. 4. TOP RAIL TUBE SHALL BE CONTINUOUS OVER NOT LESS THAN TWO POSTS UNLESS OTHERWISE SHOWN. 5. PIPES FOR POSTS ANO RAILS SHALL BE GRADE 1, Fy,.345Mpa. ALL DIMENSIONS ARE SHOWN IN MIWMETERS, EXCEPT AS NOTED DESIGN ~ WANG -J. ELY PREPARED FOR THE I N . 1,4.,....... 55-0966 SR-55/SR-1 SEPARATION DETAILS n MAI -WANG QUANTITIES ~ WANG -JAIN ---+------1 CITY OF NEWPORT BEACH DEPARTMENT OF PUBLIC WORKS POST POST MILE KM 0.27 0.43 PIPE HAND RAILING ORIGINAL SCALE IN MIUMETERS cu 12208 DISREGARD PRINTS BEARING SHEET or FOR REDUC(D PLANS 0 20 40 60 80 100 EA 038 EARLIER RE'v'ISION DA TES --1 18 Iii i • Note: Backfill Abutment To Grading Plane Prior To Placing Slope Paving O 2400 ~M I lllill 11 I 1111 llllilllllllilll Top Of Rolled Edge ' ' ' ' ' ' ' ' ' L J._ ---------__ ..1... - - - ---- ---__ _, WINGWALL ELEVATION 1:40 Slope Paving ) End Of Wingwa/f 300 /10 X ~00 180 300 600 300 50 X 100 X 400 Mortar Top Of Rolled Edgej // ..< Face Of Abutment 50 mm Expanded Polystyrene J1 /10 Cont 152 x 152-MW9.1 x MW9.1 Welded Wire Fabric DIST COUNTY ROUTE 12 Ora 55,1 REGISlER'¢ CIVIL ENGINEER S-13·97 PLANS APPROVAL DATE KILOMETER POST TOTAL PROJECT 0.13 0.97 31.71 32.08 MOFFATT & NICHOL, ENGINEERS SANTA ANA, CALIFORNIA SHEET TOTAL NO. SHEETS ,~, aoe THE STATE Or CAUFORN!A OR ITS OFFlCERS OR A.GENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLE'JENESS OF ElEClRONIC COPIES OF THIS PLAN SHEET ( Slumps/one Povers (50 X 100 X 400) 1 / / / NOTE: For Actuol Limits Of Slope Paving See Detail below Edge Of Deck 50 X 100 X 400 Slumpstone Pavers WWLOL TYPICAL SECTION -CONCRETE PAVING PICTORIAL VIEW OF TYPICAL INSTALLATION Mortar 100 152 x 152-MW9.1 x MW9. 1 Welded Wire Fa bric 600 300 225 SECTION@ 12 mm Premolded Exp Joint Filler c:, .,., 1: 10 300 600 225 Top Of Rolled Edge 20 mm Edge Finish R=150 ~ Formed ·, Edge Top Of Rolled Edge 20 mm Edge Finish R=150 #10 0 300 Face Of WW (WWLOL) See "Structure Approach Drainage Details" Sheet For Conn To Abut Drain 150 mm \"'( Min Cover_/\(" 75 mm Dia Plastic Pipe Downdrain 1!::JJ.£I II c::::=i---'<+ ' I I l Alternate L C=> r Conduit ) Shapes c:, I , 2 ~ ~Conduit Abut Drain / Top Of Rolled Edge-......,,, / / / Note: Conduit And Taper To Be 1.6 mm Golv Corrugated Steel Or 2.8 mm Smooth Galv Steel oun,ET 1: 10 Watertight Joints 75 mm Dia Plastic Pipe Oowndrain Taper Face Of Abutment BB \ WWLOL ::-'\ CWWLOL face Of Abutment EB SECTION @ DRAINAGE DETAILS LIMITS OF SLOPE PAVING ) 1: 10 NO SCALE NO SCALE ALL DIMENSIONS ARE SHOWN IN ,. ,•· MILLIMETERS, EXCEPT AS NOTED ►~r---7------.--------------------~~~7~-~=~---~:-7~~--r-~~~~~~~~™~-T-----------p~~~~-----~~~~~~~7~~~~7.~~~~~~~~ ~?, -,bwn,-55-0035 SR-55/SR-1 SEPARATION en ~ V POST POST t;;" ... M. 5-7-fZ UILE KU SLOPE PAVING-FULL SLOPE ~?~~~--------~--------------------~---~-~~~-~~~~~~~~~-•~~-~~~-~~~~~➔~~~~-------r.o:·':•~o:.2~•~~~~---1-~~~~~~~~~~~~~~~~~~~~~~~~~¾~~~~~~+~~~~~~~,~ DISREGARD PRINTS BEARING REVISION DATES PRELIMIN.-.R'I' STACE ONLY EARLIER REl/1S!ON DA TES ----' DESIGN ~ WANG -J.ELY PREPARED FOR THE DETAILS ~ FRAMPTON -WANG CITY OF NEWPORT BEACH ...,(ha \(., .. _ ?,---' QUANTITIES ~ WANG -JAIN DEPARTMENT OF PUBLIC WORKS ORIGINAL SCALE IN MILIME'JERS cu 12208 FOR REDUCED PLANS 0 20 '° 60 80 100 EA 038900 j r,. i • End of wlnqwafl ~--- Front face of barrier See " ¾Jproach Slab Transverse Contact Joint "table _'C _______ _ Lonq!tudfnol const. Joint. ( See Nate 3 "b" bars---1, -BB or EB-+-+-- Bridge deck---._,, See " Approach Slab Transverse Contact Joint,, table \ \ \ \ \ \ \ Roadway pavement Lane l!ne, typ. 9.0 m min •20 x 2.5 m top and bottom tot 6 ~-- End of Structure /v)proach 01ST. COUNTY ROUTE 12 Oro 55, I 1,s RE~fmo ENGIKEER -CIVIL PLANS APPROVAL DATE Tte State of Callfornla or Its officers or agents sttJfl not be responsible for tffl accuracy or completeness of electronic copies of tNs pion sheet. f 1 /' ,_.,.,__\ __ 9.0 m min PCC roadway {XJ,lement Retaining WOii I \ I--See " Dela/I A " f-----------+-+==----+---+'---"-----i STRUCTURE APPROACH END STAGGER DETAIL 9.0 m SKEW< 20° PLAN 9.0 m SKEW ..2_ 20° Concrete barrier~ 9.0 m -Pay I/m!ts for Structural Concrete, Approach Slob 'f---,__ _----4• Ec=====:==:J..- / See "Seat Type Abutment / Tie Details." ----50 cir / I I I \ ' '- Match deck c,.,erOOng 100 ', •20 D 300 / FIiter fabric 50 cir 150 TPB Geocom{X)slte drain Concrete Darr/er TYPE E-1 •15 bar cOO!rs Q 0.9 m± Transverse contact Joint transversely and 1.2 m± See Note 5 lonqltudlnally 75 mm slotted plastic Bridge deck ) I ~ 76 x 76 x 6.4.,Bent I[ t50--See Note'4 •15 l!J 300 pipe. See Note 2 "b" bars ~~;::t}~ _,,_ •15 D 450 ~ SECTION A-A BB or EB---- EDGE ANGLE DETAIL _.., 11 . 12------76 x 76 x 6. 4 Bent If_ ( Galvanized J ( See "Edge Mqle Detall" J ION side only \ 5 Structure approach Contact Joint for AC Povement 1---Contact joint for Concrete Barrier I PCC Pavement C E E DETAIL A -< See " Detail B ,, TPBZ Wlngwal/ or retaining wall <1> I \ I \ TYPE E-2 '---'--TPB 750 •15C,, ,50 7 mm expansion Joint fl/fer IIR < 50 1111 7 X /9 X 200 flof bar f: 300 centers Place 7 mm ttJrdboard between slob and barrier. with smooth side tMard barrier DETAIL B •15 tot 4 <1> 300 mn 7 mm exfXlnslon Joint f!ller IIR >50 1111 SECTION C-C SEAT TYPE ABUTMENT TIE DETAILS ( SEE NOTE 1 ) <1> r Type E -! to be used, unless otherwise sfrM!n on plans. J ,U>PRO"IAI. RECCMIIDllE:D 8! A P£)cz?f' DESIGN SlftFMSOR <!) REVISED FOR SIDEWALK ¢, DELETED STATE OF CALIFORNIA DEPARTl£NT OF TRANSPORTATION DIYIIION OF ITRUCTUREI STRUCTURE DESIGN RI G NO. 55-0966 POST POST lillE KM o. 27 0,43 End of concrete barrier BAR CHAIR DETAIL APPROACH BLAB TRAN8YER8E CONTACT JOINT APPR0K:H SKEW WITH K: R0ADNAY WITH PCC ROADNAY PAVEMENT PAVEMENT < 20° Para fie/ to face Parallel to face of paving notch of povlnq notch 20°-45° Poro/le/ to face Stagger l!nes 7 .2 m of P N use(Deta!IA J to 10.8 m apart. > 45° Parallel to face StO(}ger at. each if P N use(Deta!IA J lane l!ne. NOTES• J. For deta!ls not sfrMin. see Structure Plans. For MR f 50 mm. adjust bar reinforcement to clear a sawcut for sealed Joint. wh3n requlred. 2. For drainage detalls. see" Structure Approach Drainage Details ,, sheet. 3. Longltudlnol constructlon Joints, wten permitted °" tte Engineer. sOOII be located on lone lines. 4. End angle at beginning of barrier transition. end of wlngNall or end of structure approach. as appllcable. 5. For transverse contact Joint with new PCC paving, refer to Standard Plan A35·A 6. /JI tte contractor's option. approach slob transverse relnf orcement fOO'f be placed parallel to povlng notch. Spacing of transverse reinforcement Is measured along fl. roadway. ~ Remc,.,e all polystyrene. NO SCALI! ALL DIMENSIONS ARE IN IIILLIIIETEIIB UNLESS OTHERWISE SHOWN SR-55/ SR-1 SEPARATION STRUCTURE APPROACH TYPE NIISI A S < IM!NARY AG ON Y ) TOTAL SHEETS 202 OS OSO 21.417A ! CAOO B./95 t OftlGINAL SCALE IN MILLIMETERS FOff REDUCEO PLANS O 10 20 30 40 50 60 70 BO 90 100 cu 12208 EA 038900 DISREGARD PRINTS BEAR~G EARLIER REVISION DA TES 14 ,e XS22/8.DGN Vt=! 01ST. 12 COUNT'!' Ora ROUTE 55, I Toe of slope 75 mm Plost/c pipe ( Slotted J at normal end • Geocomposfte ~ ~ .,,,,, .~-~-~~~~~~;:::---; u a. I ~RE"'G~IS""TE=!Rt~,~-~=,.-.-,~IV-.---- Detail J l- t 75 mm Plostfc pipe r Slotted J Geocomposlte drofn -~>,---ll 75 mm Plastic pipe---< ,o ( Unsloffed J H Wlnq.,tall ---------~ ,.__-,.-,.Geocompos!te drain ~Structure Approach~ I I II II II II II II II II II II II II _______ _JI Cv- TYPICAL PLAN ◊ • For pipe layout at staggered end, see" Detol! 8." <1> See 'Slope Povlnq- F u/1 Slope· sht for drofn 75 mm Plastic pipe I Slotted J Cop end Drainage pod / CANTILEVER WINGW ALL SECTION F-F Bockfoce Of Mutment ------J 75mm Plastic pipe runslottedJ 75mm Plastic f)ipe rstottedJ continuation ---=~=====~'==""'=="==!wl'.:_ Tee conne,ct!on DETAIL B 100mm Dia tote through abutment DETAIL@ -1-----t-?"" Bend reinforcing Erd of Approach Slab - 75 mm P!ostfc pipe ( Slotted J 9.0 m • Umlts of Geocomposlte Drofn RETAINING WALL WINGWALL SECTION G-G Drainage pod r Minor concrete J 300 FIiter fabric 75 mm Plastic pipe f Slotted ) TPB 5·13-97 PLANS APPROVAL DATE T/13 State of Coflfornlo or Its officers or O'}enfs sh:JI/ not be responslble for the accuracy or completeness of electronic copies of this pion sheet. See "Drainage Details " =--Geocomposlte drain , . 300 Filter fabric 75 mm Plastic pipe I Slotted ! 100 75 mm Plostlc pipe f Unslotted ) Optional construction 2 -•20 X 1.2 m to ovoid pipes WITHOUT FOOTING DRAINAGE WITH FOOTING DETAILS Joint, see "Section H-H ,, --------Fln!sted grade Top of footing Outlets, see ,, Road Plans " SECTION E-E NOTE: Bends and Junctions fn 75 mm f)lostfc pipe ore 750 mm rod/us min. 300 600 0f)flonol 1 canst. Joint-----, Woll re!nforclng""---J-+----I Woll footfng _) I I SECTION H-H Top of footing NO SCALE ALL DIIIEN81ONS ARE IN IIILLIIIETERS UNLESS OTHERWISE SHOWN ~t::::::::::::::::::::::J!r';';~~D!!'.!!1!!!'.::::::;:;::;:::::::::::::.r:-:---:='."':"'=-::---------,--siTTAATTEi'iooiFi:--,---------,Offllli!ouNO~-T----:-::--:::--:-::-:--::::-::-:-:--:::-::-:-:-----i :g FUNO ... U-17 .,.,.,.. 9'M.TR,4F,.,.AU$ ,_,._,._,., <]>REVISED BARRIER CALIFORNIA DIYIIIONOFITIUCTUIEI 55·0966 SR-55/SR-1 SEPARATION -'-DES<N "" YEE """ •· n,o,..,ws•• ~ ,:,£>~ ¢ ADDED DETAIL STRUCTURE DESIGN POST POST ~ DATE I/ 82 e:°'=.:.=··=,:'-.. _J.,c__M_:-H=-A=----'---====--1 ,.;; ,.,;;;;;;.. • ~ REVISED DRAIN ROUTING DEPARTIEIT OF TRAfflOITATIOI ,. STRUCTURE APPROACH DRAINAGE DETAILS ~ 0.21 0.◄ 3 ...,_ OS OSO 2l41A ( C.lOO 8/95 I OOlGINAL SCALE IN MILLIIETERS CU 12208 DISREGARD PRINTS BEARING FOR REDUCED PLANS O IO 20 30 40 50 60 70 80 90 I 00 EA 038900 EARLIER REVISION DATES VIS A IMINA Y A NLY l 15 xsun .oGN Vl=I i ilt i I 11 --' I !IIBl,1ti1I e i..11IJ[l][:J <8> ~ ◄ I J l J l I H1i11!Js 11 .-LJ 1 .. Ii ~ lll ■l!lllal!illllllCI !j i 6 1,t'it•l l • • ! .jl It • I, d •• ti idt i !lil el ill !lil 111111111 ii j ~•~: ,, ! J; ~ I Ii 111111 'I l I u ... ft f • J1j I ~ I .• ~u ""'~ "-'. -!!IPI ff) (/) "' .., ,__ .., '" z z 0 ,__ "' > .., ..J .., BORING ELEVATIONS BASED ON INTERPOt.ATlON OF ONE-HALF METER INTERVAL CONTOURS ON AERIAL TOPOGRAPHIC MAPPING PERFORMED BY ~ AERIAL MAPP!NG·SERVICE, JOB #95-1404, PHOTOGR-'PHY DATil> 08-04-92. TOPOGRAPHIC MAPPING BASED ON THE FOil.OWiNG BENCH M.frRKS: BENCHNNOKS BM f W167 (RESET 1936) El.£V. 3.002m ft>. SID. USCGS BM DISC STAMPED W187 RE-SET 1936" S£T VERTICAl IN THE NORTH FACE OF MOST SE'LY PIER ON THE SOUTH SIDE OF PN;:IAC COAST HW'f. UNDER RIT 55 NEW-PORT BLVD. BRIOGE,2.7 FT. W. OF NE CORNER OF PIER, 3.5 S'LY OF S. CURB .tHO 2' HIGHER lHAN CURB (NGS 331174.LN-lOJ. PG-9) BM # 1J6273 EL.EV. 2.840m BENCHMARK IS LOCATED IN THE SOUTHWESTERLY CORNER OF A 5 FEET BY 6 FEET CATCH BASIN, APPROXIW.TELY 185 FEET EAST OF THE SOUTH END OF THE NEWPORT AVENUE BRIDGE CROSSING PACIFIC COAST HIGHWAY; -43 FEET NORTHEAST OF LIGHT POLE MARKED E-34 N-1D 80 FEET SOUTHEAST OF UGliT POlE MARKED E-33; APPROXIMATELY 70 FEET SOUTH OF CENTERLINE OF PACIFIC COAST HIGHWAY; 1 FOOT HIGHER lHAN THE HIGHWAY. \ 8-4. \ .A. CPT-3 .eJ.H:l 1:500 \ '1_ RT£ 55:" AM" LINE B-2 • STA J6+oo DIST COUNTY ROUTE 12 Ora 55,1 s-,~·97 PUHS N'PROVAI.. DATE LAW/CRANDALL, INC. 200 Cltadel Dt'MI Los Anpln, Collfamla 100.W 213/815-300 THE STATE OF CALIFORNIA OR ITS OFFICERS OR AG£NTS SHAµ. NOT BE RESPONSIBL.£ FOR lliE ACCURACY OR COMPLtTENESS OF ELECTRONIC COPIES Of TI·IIS PLA.N SHEET 5.0 ~ c--------~-------1---------------j--'ft------------1r----------Ol~f-1tc~-r--------------t----''t----------t-------+ 5.0 ~ 18 • 2.5 0 -2.5 -5.0 -7.5 -10.0 -12.5 -15.0 -17.5 -20.0 181 660 22 66 :: 181 "" J 66 ,., "" J .. .. "" . J5 181 660 11 .. 181 860 12 66 .. 760 10 35 181 680 S 66 .. 760 28 J5 181 660 12 66 .. 760 29 35 181 660 17 66 .. 760 26 35 181 660 19 66 84 780 36 35 FIU.-SILTY SANO-fme, some bedrock I menu. 18.2 11.9 lnOI!' ~ Some wood and concrete debris, moist to wet 16.2 20.1 (@}.f"T,lFlU.-S>NDY Ct.AY some Sit. red and !11'1 '{P'artiolkm of circulation} 12.9 37.4 Flll-a.AYEY ~D-fme ~J.Jt.__lOJ!.I!. shell G1S Br, -D.4m fr1J!P'l'll'l'll, streaks of oil. dork <pry SILTY SNtO-fine, tome shell frogmlnts, -.et, looN, dark 11"'>' Sighlly -181 Poaing No. 200 Sieve @{ill FORMATION I fine Sand, moist, wry to dork ~ 181 660 22 66 07-28-95 TOP HOlE EL 2.6m ~ 181 610 3 66 .,, 181 610 8 66 ,_,;; .. 760 11 35 181 .. 181 181 .. .. 181 8-3 15.2 12.3 IDDN, nldd"IStl brown SNtO-fine to rnelfun, moist. slighty compoct ... ~ lD)'tl'S of Silt-wet. 10ft GWS EleY -0.-4m --07-26-95 (251 Paaing No. 200 Sine} ElASTlC SILT41Mes of flM Sand, madlll'atly ~ moist, stiff, grey 13.2 37.4 @>-{ill) IOJ Some lhell frogrnents, brownish em&! ~IDI I 07-26-95 181 610 3 66 181 610 11 66 181 610 3 66 .. 760 6 J5 181 610 6 66 .. 760 9 J5 181 610 6 66 .. 760 6 J5 181 610 11 66 181 610 15 66 .. 760 21 36 181 610 15 66 ·---.. 760 34 36 181 610 15 66 07-27-95 of organics, moist, 181 610 9 181 610 3 64 760 3 181 610 3 64 760 2 181 610 (/) "' 2.5 w SNID-fine, wt. WI)' loose, dDo: reddish brown.~----+-O ElA511C SILT-fn organics, moist, aoft, 12.1 45.5 ~ dork grey -2.5 -5.0 -7.5 -10.0 -12.5 Few pitces of ~ woad, very stiff 07-27-95 ,__ .., z z 0 ,__ "' > ,.., ..J .., +--------------+--------------+--------------+--------------+--------------t---------------,f------~-20.0 :!4+70 :!4+90 35+10 35+30 J5+50 35+70 35+90 NOTE: SAMPLER 1.0. • 66 mm FOR CRN4DAl.l. SAMPLER SAMPLER 1.0. = .35 mm FOR STANDARD PENETRATION TEST SAMPL£R DRAWN BY J. MIRANDA G. CITO SR. F1El0 TECHNICIAN PBPFJLE HORIZ. 1:200 VERT. 1:100 PREPARED FOR THE o. SR-55/SR-1 SEPARATION ---• ----->--------.... --CITY Of' NEWPORT BEACH -£-~-"...,.,.,"--rr--t-.,;;,!;;..-.;::;0 ~~ 66a-1----=:...:......=:t...::.:.:....:.........:........=-:::....:...::..::_.:.:.:.::.:..:. ___ --1 r 1-'fZ -~-8. MEYER/M. HUDSON 7/95 ORIGINAL SCALE IN MlUM£TERS FOR REDUCED PLA.NS DEPARTMENT OF PUBLIC WORKS ··~ ·~ LOG OF TEST BORINGS NO.1 cu 12208 EA 038900 OISRECARO PRINTS BEARING EAAUER R£\ltSION OATES - ! ' j • .,1 • {.I-! !l illi! I -I 11: t l ,j! t lr1 iv1 h ; 1 • 4 II • I ·1 u n --11 I i l JiH l \!I' II ;~ _ I l l• I ! illi liKhK I II I ilH!I; 11 !I • f;;;IIIJ[JJ[:J@ ,..] ◄ J I l I l I Ji1 J1 I f J i If .-J..!1;;}, :;. 1111 I'll el tlil IIJ ~ !j i 8 116111'1 • l • " .jj If a,,1!i1ih I, '! i l!lllalm:ll!ll ■IIDIII I. I :»M •• ! j; ~ l Ii l 1 11lJ1l 'i r I r I, • 111 II ~ f ..... !!~I "'"~ "-~2'1 'T\ BORING ELEVATIONS BASED ON 1NttRPOI.ATION OF ONE-HALF Mtr£R INTERVAL CONTOURS ON AERIAL TOPOGRAPHIC MAPPING PERFORMED BY ~ AERIAL MN'PING SERVICE, JOB 195-1404, PHOTOGRAPHY DATED 08-04-92. TOPOGRAPHIC liW'PING BASED ON THE f"OllOWING BENCH MARKS: BENC""""'5 BM f W167 (RESET 1936) El.EV. 3.002m FD. STD. USCGS BM DISC STAMPED W167 RE-SET 1936-SET 'JERTlCAL IN THE NORTH FACE OF' MOST S£'LY PIER ON THE SOUTH SIDE Of PACIAC COAST HWY. UNDER RT£ 55 NEW-PORT BLVD. BRIDGE,2.7 FT. W. OF NE CORNER OF PIER, 3.5 S'LY OF S. CURB ANO 2' HGHER THAN CURB (NGS 331174,LH-10.3, PG-9) BM f 1J8273 EL£V. 2.840m BENCHM>RK IS LOCATED IN THE SOUTHWESTERLY CORNER OF A 5 FEET BY 6 FEET CATC~ 8"SIN. APPROXIMATELY 185 FEIT EAST Of THE SOUTH £NO OF THE NEWPORT Avt:NUE BRIDGE CROSSING PACIFIC COAST HIGHWAY: 4.J FEET NORTHEAST OF LIGHT POLE MARKED E-34 AND BO FEET SOUTHEAST Of LIGHT POLE MARKED E-33; ..-PPROXIMATD.Y 70 FEET SOUTH OF CENTERLINE OF P.-.CIFIC COAST HIGHWAY; 1 FOOT HIGHER THN-1 THE HIGHWAY. ' I ,--· 5.0 ' I N " + .. .,, " c; " N TOP HOLE EL 2.Bm V> 2.5 "' uJ .... uJ z z 0 0 -2.5 -5.0 ' ---r-- ; CPT-2 ... ~ ~ IL -7.5 ----L,_ ---.... ~· r < .• > ------ -10.0 ---------------·------------uJ .... uJ 2; ~ -12.5 --- -15.0 -----1 ' .- -17.5 ------~ ---~ ---- ' < ) -20.0 ~ ~ I ' I I I I I l I I I -22.5 .. . . . FR1CIION RATIO (l) 11-04-96 I 34+70 34+90 DRAWN IJY J. MIRANDA ' ~ ,,., \\ ,., 8-1 I I I I 1 I --JO--. TIP BEARtNG (Ml'o) 35+10 G. crro \ ~ 8-4. \ i-;~ ~ ... A CPT-3 C ~\ ",-, ~ 1:500 ' " I " + .. .,, ,. ~ "' N CPT-3 .,, TOP HOLE EL 2.7m ... -==::'. ~ > ~ ~ f ~ ~ < ~ ,> ' ' ----f -~ ---< I ' ' ' I I I I I ' I I l I ' I ' ' I 10 0 10 20 30 40 _____ .£R~TION RATIO (X) TIP BE",'RING (M£19\ 11-04-96 eBQEI'-' 35+30 HORIZ. 1 :200 VERT. 1:100 PREPARED FOR THE ,,-, A CPT-1 ~ "' £ RTE 55="•w• LINE \ \ 8-2 • " .,, + " .,, I ... I c; CPT-1 0 TOP HOLE EL . 3.3m .,, ... > ~ ~ -:: >- ~ l L . < ~ < + r ( --~-- ~ ', :~ [ ].. i -~ ' ' ' ' I t I I I 10 0 10 20 FRICTION RATIO (l) 11-04-96 35+50 STA 38+oo LAW/CRANDALL, INC. 200 Citadel Orlw Loi ""°'*· California 90CMO 213/89$-300 THE STATE Qr CALIFORNIA OR 1TS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF El.EC1RONIC CoPl[S OF THIS PLAN SHEET 5 2.5 Ill "' uJ 0 .... uJ ::I -2.5 z -5 z 0 -7.5 .... < > -10 uJ .... uJ -12.5 I I I I I l I l ' -15.0 30 40 TIP BEARING (MPa) -17.5 -20.0 -22.5 NOTE: SAMPLER 1.0. ~ 6 6 mm FOR C~DAl.L SAMPLER 35+70 SAMPLER 1.0. • .35 mm FOR STANDARD PENETRATION TEST SAMPLER 0. -·-<:-7-'f7 SR. FIELD TECHNICIAN t----+--------1-- CHECKED BY B. MEYER/M. HUDSON -11/96 CITY OF' NEWPORT BEACH DEPARTMENT OF PUBLIC WORKS 55-0966 SR-55/SR-1 SEPARATION POST POST NILE KM 0.27 0.43 LOG OF TEST BORINGS NO.2 ORIGINAL SCALE IN MIUMETERS FOR REDUCED PLANS ,. _..,.·. __ cu 12208 EA 038900 DISREGARD PRINTS BURJNG EAAUER REVISION OAlES -17 18 AE\IISkJNS MADE TO THIS LOG OF TEST BORINGS FROM THE ORIGINAL 1951 LOG OF TEST BORINGS ARE: 1 • rLOL • UNE),,METRIC WAS ADDED. 2 • THE BEARINGS FOR TH: •A,-NE j "OAA-el>-A" LINES -REVISED. / 3 • TIE METRIC NORTHING ANO EASTING IN NAD83 ARE SHOWN BELOW FOR TWO STATIONS ON i.oe LINE ANO ONE STATION ON THE •A,• LINE. ('1.01." LINE)-METRJC (34+70) f\11182,533.135 E1,844,173.055 ('1.01." LINE)-MEllllC (35<80) H 982,818.913 E 1,844,200.854 •A,-LINE 14+17 .21 NN2,518.4G2 E 1,844,188.801 • • ('1.01." lJtE)-IIETRIC STATDM AND OFFSETS BORtNG STATION 35+15.I 34+1D.7 34+11.7 OFFSET ~,.01.~ 12.1 LT. 13.2 LT. 17.SLT. (34+40) THE STATE OF CALIFORNIA. OR ITS OFFICERS OR AGENTS~ NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF ELECTRONIC COPIES OF THIS PLAN SHEET. 8 rH~~ 8TH"2 \ 13 £ CoNSTliZLJCT10N-~~A~•~·---,~-----~'4--- To Hew/lllfl/fT tJ~ J-1,47.21 Po.r ~ u~ \ (+all) ,s (+ ) (+eo) R -· o--~~ QRA•4!:>·A __, ________ ..::!>\---~---- ,._. L;,;,, ,. \ \5 ,., .. , ,.. \ \ ' ,. TO ACCOWP&HY PUNS DATED DIST COUNTY 12 Ora ROUTE !55.1 POST MILES TOTAL PROJECT 0.1310.97 31.71/32.08 THE AS-BUILT LOG OF TEST BORINC SHEETS ¥€RE USED GEOT£C~Lk TO PREPARE THE GEOTECHNICM.. REPORT --,=;c~,-__ ~ f_,,_..,,., riRTE55 ('5+10) ("l.OL• IJNE).uen,1c °' No. 2l2ll II ... E-a:p 8/YJ/O(J ;-. 1---"'--.... 1.• ~ iifc>,u~ . To SANTA A,vA pt.Ml 5C&! E "At" LINE SCALE 1"=20' rt-OL" UNE)-METRIC SCALE 1 :240 Tert Il~;i:7 Bridge Dqtt. .S•e/:' IS:f/ I~ ~-;-. " ,.,.~J -,O~[C'.,..,,,.:c.._ ___ I,~ -----~•=ZO . ,, , " • . .,,. ' ' 7 .f ~ -.., .... c. ,;;,,,.""',n•,t,/-1 ~ I!,,-....,,, siltj ,s11r1d "' . t ?·1-n /Ji# cl'wocd-Fil/ ~-------------! --.1 ______________ _ --=-"'-+---------~. ~ ~ -~-~"""'-+----------•c, f~-' _______________ .. . I V-ftP ?f Bm.lNG OPERATIONS LEc;;(NQ Of EARTH JI) fll.Mif#Nff .. .:. a c.u,~ •M• II --· D r--.... ••-D --~ ~ ....... ~ ~ u -------.., .....,_ kT-.SI • fO,aa-..UNMN • 1 ... '"A-A:a-., II ClA'-C .. 0 eoa, ---11 kTTSUCI-S.S • Zn'°,.,.,_T91 _...,II Tic ....-.U.11: -..; ■ ~---...... C...-IT~-cs _, ___ .,,,__ a D 1-"i""s-.a.--. __ .. , ---•111;,MT• .sa.r .Sll."T-S.$1 --Mna •n-~ I::::! -~....._.,_IIC ... , ... _, .. _ ...... I[ CIAO" 511..1"-C S1 ,-,_Olilleal-~ ■ c ... lOJll•AluGIII--~ ,_ -IIIC 0f'lJIATl)N ______ _.TT,C -c:u.-sc -·- ·'L~ ~r~j £~ -' • ! -{ -' ~ • e:: - MA.UAIALS ~ .SLTT CL-W-St C ~ Pul ~OM;Mc CL#-0 &I ~--.ss m _,_ .. ~ --..cutAIXIC(,__,..at-9• ■ IIOC•-R II flLLMlffmllAi. al,,,,,IS• I I -,o I 0 I I I I •20 I AMREVlATtoNS CL.•.• &.I.MT'°"' 0, QICIUNO 11T TUT ICILI .,, ~ •P ,OOT-(aa IIOU MOW£} p ""'-.L.D,IPt M ..,.,_,_...,_wacwr ■IU ...... ~o,caau._,.._Qlffl ~It J ., l• • 1 i -1 10:z, !llc-:r9 per to;t ;:i;ro ~l::= n,quJ.1'94 to drlvo :1 1-4 111ch t<t:t plpl -hat wlt:i. :i 140 • <U'~p i.=ar rr-1111 a IHI r:ill or :5o 1Dcha1. B-M •W·/6](Rgd J.93t;) Elo: t0,43, 8r. dU/c, s.:f "~rllcal/y in face. .,,, hndg• ,o;v. »; i fl'/-.I .J» 7-3~"'/C.S -¼.:z...-- SHEET TOTAL NO. SHEETS 202 202 I 1 . . .. l-----:---------"T-:;~:---------------------1 ~· -~=::::::--r-,...-::-:-:-----;..i==--;;:-:----7r-i:~1";~::'$''n'i~11'i" .Tl··~,...-,-----~·'.;.. _____ ""."_,jBR!i!!•iioo9'.,□N0!2:'..:f--------;:-;::--:;:-:::;::--:::-· ;·~~~·:::::::::::::::7-------"1 / NOTE, OES,GH • NA -NA PR:.PARED FOR THE '-. 55-0968 SR-55/SR-1 SEPARATION .,, -+<+~< AOOOTIONAL AS-BULT FOUNOATION DATA MAY BE AVAUBLE AT 1-.. -,-.. -,.--l--.---'N.A.C:.C... ___ -1-.-, _ __c--=-----1 CITY OF NEWPORT BEACH • =._..;A.,~7-~•.=-,--11K .. , ""1"'-ij,4 ............... -1-,,;;;,,.~=-1-------------~--'..:C..:.--'----~ .;,n....,,~,s:~:;;; ~:0°~:~ou~C:.~v:~~~~~~~E~~~:~·:~i~::i::ss:~•cH """""" • NA -:: DEPARTMENI OF PUBLIC WORKS ':.~ 1 •,gr AS-BUil T LOG OF TEST BORINGS •• , ''°"'fP0,,,11 . ORIGINAL SCALE IN INOIES I I I I I I I F"OR REDUCED "LAMS O I 2 J CU12208 EAO•- DISREGARD PRINTS BEAAINe ~OH na ( LlMINA y A LY} EARLIER REVISION OATES -~r;u..__..._ I_._l_,,f __ ._I_.I __ ..._ I_._I_.I...,1/l._.._.I1e .... .,