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Home My WebLink AboutR_6057_SCITY OF COSTA MESA UPPER NEWPORT BAY PROJECT LOCATION VICINITY MAP NOT TO SCALE \JN\l/£RSliY PUBLIC WORKS DEPARTMENT CAMEO SHORES PAVEMENT RECONSTRUCTION C-5891 /) .. /) /\i APPROVED:_<;22__.LLLC..,.,"", •e,•c:c:(/_·~/j]----'..L.,,__i. ~t1ki~=~f,::{J_' _________ _ DAllE: 3-J-5--/f, DAVID A. WEBB, PE., PUBLIC WORKS DIRECTOR GENERAL NOTES 1. ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL BE CONSTRUCllED IN ACCORDANCE WITH THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION", 2009 EDITION AND SUPPLEMENTS TO DAllE, EXCEPT AS OTHERWISE STATED IN THE CITY'S STANDARD SPECIAL PROVISIONS, OR IN THIS CONTRACT'S SPECIAL PROVISIONS. 2. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION. 3. ALL EXPOSED CONCREllE SURFACES SHALL CONFORM IN GRADE, COLOR, DIMENSION, AND FINISH TO ADJOINING IMPROVEMENTS, UNLESS NOTED OTHERWISE. 4. P.C.C. SHALL BE CLASS 560-C-3250 5. CONTRACTOR SHALL ADJUST CITY UTILITIES (e.g. WAllER VAULTS, WAllER VALVES, SCO, SURVEY MONUMENTS, SEWER AND STORM DRAIN MANHOLES) FRAMES AND COVERS TO FINISHED GRADE PER CITY STANDARDS. ALL OTHER UTILITIES SHALL BE ADJUSTED TO GRADE BY OTHERS. 6. PROPOSED PAVEMENT AND CURB AND GUTllER SHALL JOIN ANO MATCH LINE AND GRADE OF EXISTING IMPROVEMENTS UNLESS NOllED OTHERWISE. 7. ANY DISCREPANCY IN THE DRAWINGS OR SPECIFICATIONS SHALL BE CALLED TO THE ATllENTION OF THE ENGINEER. FAILURE TO DO SO WILL PLACE RESPONSIBILITY OF THE CONTRACTOR FOR CORRECTION. 8. ANY WORK NOT INDICAllED ON THE DRAWINGS BUT CALLED FOR IN THE SPECIFICATIONS, OR VICE-VERSA, SHALL BE FURNISHED AND PERFORMED AS THOUGH SPECIFICALLY INDICAllED AND CALLED FOR IN BOTH. ANY WORK NOT INSTALLED ACCORDING TO DRAWINGS AND SPECIFICATIONS OR ORDINANCES AND LAWS SHALL BE REPLACED AT CONTRACTOR'S EXPENSE. CONSTRUCTION NOTES CD PROTECT IN PLACE (3) REMOVE EXIST. ANO RECONSTRUCT TYPE "A" PCC CURB & GUTTER PER CNB Sffi-182-L (D REMOVE EXIST PAVEMENT AND SUBGRADE FOR NEW PAVEMENT © CONSTRUCT 7-IN FULL DEPTH AC @ CONSTRUCT 10-IN FULL DEPTH AC ® REMOVE AND RECONSTRUCT TOP SLAB, LOCAL DEPRESSION AND GRATES TO MATCH EXISTING PER APPLJCABLE PORTION OF CNB Sffi-321-L-A AND Sffi-321-L-B (W PER PLAN) (j) UTILITY BOX TO BE ADJUSTED TO GRADE BY OTHERS ® REMOVE EXIST. AND RECONSTRUCT 6-IN THICK DRIVEWAY APPROACH TYPE I PER CNS Sffi-162-L ® REMOVE EXIST. AND RECONSTRUCT 4-IN THICK PCC SIDEWALK PER CNB Sffi-180-L @) REMOVE EXIST. AND RECONSTRUCT 8-IN THICK PCC CROSS GUTTER PER CNB sm-185-L @ REMOVE EXIST. AND RECONSTRUCT 8-IN THICK PCC CROSS GUTTER PER CNB Sffi-186-L @ REMOVE EXIST. & CONSTRUCT PCC CURB ACCESS RAMP PER CNB Sffi-181-L-A-D, CASE PER PLAN @) REMOVE EXIST. & CONSTRUCT PCC CURB ACCESS RAMP PER DETAIL ON SHEET 4 AND APPLICABLE PORTIONS OF CNB Sffi-181-L-A-D E a. ,.., ,.., .;-; SYMBOL ABBREVIATIONS LEGEND • @ REMOVE AND REPLACE ~TH NEW WATER METER BOX TO GRADE PER CNS Sffi-502-L @) REMOVE AND REPLACE ~TH NEW WATER VALVE FRAME AND COVER TO GRADE PER CNB sm-511-L -0-POWER POLE @ SEWER CLEANOUT ® SEWER MANHOLE @ STORM DRAIN MANHOLE t>O:l FIRE HYDRANT 1111 WATER METER lllJ STREET LIGHT PULL BOX ll!l TRAFFIC SIGNAL PULL BOX ~ STREET LIGHT @ WATER VALVE ('-GUY 1'11RE A SURVEY MONUMENT ~ SIGN tl;I VAULT VENT e TREE 1:11 IRRIGATION CONTROL VALVE llil CABLE TV PULL BOX ~ CORING LOCA llON <D ELECTRICAL MANHOLE [£] ELECTRICAL PULL BOX ~ct«.(llL/A BUILDING ----EXISTING CONSTRUCTION -----PROPERTY LINE NEW CONSTRUCTION ---It---CENTERLINE ----S----SEWER LINE -----w-----WATER LINE ---G---GAS LINE --E--ELECTRICAL LINE --T--TELEPHONE LINE -CATV-CABLEVISION LINE --SP--SPRINKLER SYSTEM -x-x-x-FENCE BLOCKWALL (IN ADDlllON TO GREENBOOK SECTION 1-3.2) AB AGGREGATE BASE ARV AIR RELIEF VALVE ACP ASBESTOS CEMENT PIPE AC ASPHALT CONCRETE BC BEGIN CURVE BCR BEGIN CURVE RETURN BVC BEGIN VERTICAL CURVE BLK BLOCK CATV CABLE TV Cl CAST IRON It CENTERLINE CNB CITY OF NEWPORT BEACH CL CLASS CLR CLEAR C&G CURB AND GUTTER E EAST/ELECTRIC EC END CURVE ECR END CURVE RETURN EVC END VERTICAL CURVE EXIST EXISTING FLG FLANGE FE FLANGED END FL FLOW LINE FM FORCE MAIN G GAS GV GATE VALVE GB GRADE BREAK GE GROOVED END IP&T IRON PIPE AND TAG LT LEFT MAX MAXIMUM MJ MECHANICAL JOINT MIN MINIMUM NG NATURAL GROUND N NORTH NTS NOT TO SCALE NO NUMBER OG ORIGINAL GROUND PE PLAIN END PROP PROPOSED PB PULL BOX RCP REINFORCED CONCRETE PIPE RET RETAINING RT RIGHT SCH SCHEDULE s SEWER sco SEWER CLEANOUT SMH SEWER MANHOLE SHT SHEET SW SIDEWALK s SOUTH SCE SOUTHERN CALIFORNIA EDISON SNS STREET NAME SIGN SQ SQUARE STL STEEL T TELEPHONE w WEST/WATER W/ 1'11TH NEW AC PAVEMENT , P.E, DEPUTY PWD / CITY ENGINEER ~~& ,. ,,';c;;::J,,¾ ~~, LOCATION MAP NOT TO SCALE _J NTS RECORD DRAWINGS These Record Drawings have been prepared based on information submitted, in part, by others. WhHe this information is believed to be reliable, City of Newport Beach is not responsible for Its accuracy, nor for errors or omissions which may hove been Incorporated Into these plans as a result. @ REMOVE AND REPLACE ~TH NEW SE\1£R CLEANOUT FRAME AND COVER TO GRADE PER CNB Sffi-406-L @ ADJUST MANHOLE TO GRADE PER CNB sm-111-L @ REMOVE AND REPLACE ~TH NEW ELECTRICAL PULLBOX TO GRADE PER CNB Sffi-204-L @ REMO'VC DOST. ~EE @ INSTALL ROOT BARRIER SHEET INDEX 0 -C: 0 N 1--------------------------------------------1 '§ OJ llTLE SHEET [TI SHEET INDEX [TI HORIZONTAL CONTROL 0 TYPICAL SECTIONS ANO DETAILS 0 PLAN AND PROFILE -MILFORD DRIVE STA 0+50 TO 8+50 [}] PLAN AND PROFILE -MILFORD DRIVE STA 8+50 TO 17+00 0 PLAN AND PROFILE -HAMPDEN ROAD STA 17+00 TO 24+00 I " C 0 X Q) " C: -., ., ..c: (/) ., O> 0 D.. [}] PLAN AND PROFILE -HAMPDEN ROAD STA 24+00 TO 28+36 AND : CAMEO SHORES ROAD STA 32+50 TO 33+25 >= [I] PLAN AND PROFILE -ROXBURY ROAD STA 0+26 TO 7+00 '7 ~ PLAN AND PROFILE -ROXBURY ROAD STA 7+00 TO 12+26 <; IT2J PLAN AND PROFILE -FAIRFIELD DRIVE STA 0+26 TO 7+00 ~ ~ PLAN AND PROFILE -FAIRFIELD DRIVE STA 7+00 TO 13+76 ~ ~ PLAN AND PROFILE -ORRINGTON ROAD STA 0+26 TO 7+00 ?::: ~ PLAN AND PROFILE -ORRINGTON ROAD STA 7+00 TO 14+57 3 :::;, ~ PLAN AND PROFILE TREMONT LANE STA 0+26 TO 7+00 ~ ~ PLAN ANO PROFILE -TREMONT LANE STA 7+00 TO 14+36 ~ ~ PLAN AND PROFILE -GORHAM DRIVE STA 0+26 TO 7+00 ~ @) PLAN AND PROFILE -GORHAM DRIVE STA 7+00 TO 14+15 05 ~ PLAN AND PROFILE -PERHAM ROAD STA 0+26 TO 7+00 8 :::;, 1201 PLAN AND PROFILE PERHAM ROAD STA 7+00 TO 13+93 j ~ PLAN AND PROFILE -CAMDEN ROAD STA 0+27 TO 7+00 ;(' 1221 PLAN ANO PROFILE -CAMDEN ROAD STA 7+00 TO 13+59 g 1231 PLAN AND PROFILE -BRIGHTON ROAD STA o+oo TO 7+00 ;5-~ 1241 PLAN AND PROFILE -BRIGHTON ROAD STA 7+00 TO 15+00 t:j 1251 PLAN AND PROFILE -CAMEO SHORES ROAD STA 15+00 TO 23+25 ~ 1261 PLAN AND PROFILE -CAMEO SHORES ROAD STA 23+25 TO 32+50 'i 1271 SIGNING, STRIPING AND CURB PAINTING PLAN -~ 1281 CAMEO SHORES STORM DRAIN DIVERSION IMPROVEMENTS ~ 1291 CAMEO SHORES STORM DRAIN DIVERSION IMPROVEMENTS C-5891 ~ 1------------------------.----------------------------.------------------------------------------------.------------.------------+----------,------------------------------t~ BASIS OF BEARINGS: APPROVAL RECOMMENDED: APPROVAL RECOMMENDED: REVIEWED: ~ CALL TOLL FREE 1-800-227-2600 BEFORE YOU DIG BEARINGS ARE BASED ON THE BEARING B£1Y,£EN CALIFORNIA SPATIAL REFERENCE NETWORK CONTINOUS GPS STATIONS "TRAK" TO "FVPK" BEING N6714'53.9"W BENCHMARK: EMERGENCY TELEPHONE NUMBERS CAMEO SHORES PAVEMENT RECONSTRUCTION il oAv NIGHT 111, /1 dA_,./4i... ~/'.MA a SOUTHERN CALIFORNIA GAS COMPANY (800) 624-8153 ~ ~ TITLE SHEET g, SOUTHERN CALIFORNIA EDISON COMPANY (800) 611-1911 ~IKE PISANI Ml HAEL SENIOR CIVIL ENGINEER ~ l~:i~\0~~~~~:!~rtfiG~~~~~~:;ay;~::::r:Bi:-F~-gz•, ~~i!!:~E1s~!i~l11~~~1g~Vl~ON ~i~? !:;=}~;) <949) 644-3717 M.O.D. DEPUTY DIRECTOR AS~ST ~i~~~~,t:.-l-tD~E~S-l~G~N-E~D~:~F;TT~rDR~~A~WN~-:~~~~B~D]---~C:flTYnr<O)FF~N~EE\WNFP;OOIRR1TrEB~E8A~CC.H➔--11-~~R~[-}6[0Q[5[7f~-Jsl~j-41 INTERSECTION OF PACIFIC COAST HIGHWAY AND CAMEO HIGHLANDS. TIME WARNER CABLE (714) 542-6222 DATE: ~•~-\lo DATE: ~-30-lb ::, ELEV. = 145.128 FEET COX COM"UNICAllONS CHECKED: AT DATE: 3 23 16 PUBLIC WORKS DEPARTMENT SHEET 1 OF 29 / ._ ______________________ ...,_._N.AVD;.;;;..88__,,-"19;.;9a;;5-'A-D,_JU.,.S_TM_E_N_,T_2.,.0;,;.11'--YE•A_,R.,;LE_,VE;,__LEa:;D._ _________ ....1, ____ ,. _________________________________ __...,_ ____________________ _,_ _________ ....1, ___ ...,;__., __ ~a.a,..;.a.. _____________________ ___. _______ _, LL SHEET INDEX MAP 2 R-6057-SCITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT CAMEO SHORES PAVEMENT RECONSTRUCTION SHEET INDEX C-5891 SHEET INDEX SH E E T 5 SHE E T 6 S H E E T 7 S H E E T 8 S H E E T 9 S H E E T 1 0 S H E E T 1 1 S H E E T 1 2 S H E E T 1 3 S H E E T 1 4 S H E E T 1 6 S H E E T 1 8 S H E E T 2 0 S H E E T 2 2 SH E E T 2 4 SHE E T 2 3 SHE E T 2 1 SHE E T 1 9 SH E E T 1 7 SH E E T 1 5 SH E E T 2 5 SH E E T 2 6 SHT 2 8 SH T 2 9 29 CAM D E N BRIG H T O N RH AM PE GO R H A M MIL F O R D D R I V E TR E M O N T O R R IN G T O N F A I R FI E L D R O X B U R Y MILF O R D D R I V E H A M P D E N R O A D HAMPD E N ROAD RO AD R O A D SH OR ES CAM E O CAM E O S H O R E S R O A D BR I G H T O N R O A D RO A D D R I V E R O A D D R I V E L A N E R O A D D R I V E E A S T C O A S T HI G H W A Y No. 62845 THAN TRAN FRANK RECORD DRAWINGS 111 = 100' These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. E 0 ~ 0, 0 -C 0 N -------------------------------------------1 ·s: 0 [2] TITLE SHEET :r: " [TI SHEET INDEX § [TI HORIZONTAL CONTROL ~ 0 TYPICAL SECTIONS AND DETAILS ~ @J PLAN AND PROFILE MILFORD DRIVE STA 0+50 TO 8+50 j 0 PLAN AND PROFILE -MILFORD DRIVE STA 8+50 TO 17+00 : 0 PLAN AND PROFILE -HAMPDEN ROAD STA 17+00 TO 24+00 l 0 PLAN AND PROFILE HAMPDEN ROAD STA 24+00 TO 28+36 AND ! CAMEO SHORES ROAD STA 32+50 TO 33+25 ~ 0 PLAN AND PROFILE ROXBURY ROAD STA 0+26 TO 7+00 7 [@] PLAN AND PROFILE -ROXBURY ROAD STA 7+00 TO 12+26 ? [ID PLAN AND PROFILE -FAIRFIELD DRIVE STA 0+26 TO 7+00 ~ ~ PLAN AND PROFILE -FAIRFIELD DRIVE STA 7+00 TO 13+ 76 ~ ~ PLAN AND PROFILE ORRINGTON ROAD STA 0+26 TO 7+00 ~ ~ PLAN AND PROFILE -ORRINGTON ROAD STA 7+00 TO 14+57 ~ ~ PLAN AND PROFILE TREMONT LANE STA 0+26 TO 7+00 ~ 0 ~ PLAN AND PROFILE -TREMONT LANE STA 7+00 TO 14+36 u (/) ~ PLAN AND PROFILE -GORHAM DRIVE STA 0+26 TO 7+00 ~ ~ PLAN AND PROFILE -GORHAM DRIVE STA 7+00 TO 14+15 ~ ~ PLAN AND PROFILE -PERHAM ROAD STA 0+26 TO 7+00 8 12□1 PLAN AND PROFILE PERHAM ROAD STA 7+00 TO 13+93 j ~ PLAN AND PROFILE -CAMDEN ROAD STA 0+27 TO 7+00 r 1221 PLAN AND PROFILE -CAMDEN ROAD STA 7+00 TO 13+59 g 1231 PLAN AND PROFILE -BRIGHTON ROAD STA o+oo TO 7+00 ~ ~ ~ ~ PLAN AND PROFILE -BRIGHTON ROAD STA 7+00 TO 15+00 w w 1251 PLAN AND PROFILE -CAMEO SHORES ROAD STA 1s+oo To 24+00 g: 1261 PLAN AND PROFILE -CAMEO SHORES ROAD STA 24+00 TO 32+50 ~ 1211 SIGNING, STRIPING AND CURB PAINTING PLAN -~ " l28I CAMEO SHORES STORM DRAIN DIVERSION ~ 1291 CAMEO SHORES STORM DRAIN DIVERSION g, 0 ~------------------------------------------1----------~---------------------------------10 fil 11/22/2016 AS-BUILT FTT NO. DATE DESCRIPTION OF RE~SIONS APPROVED REVIEWED: <C ;!, ~ I SENIOR CIVIL ENGINEER > ID 1-----------+--------------------------------1,';,-DESIGNED: DRAWN: rn FTT BO CHECKED: DATE: SHEET OF L " rn ? AT 3 31 2016 ._ __________________________________________________________________________________ ...., ________ ..__ _________________________ ___. _________ ....., ____ __. _____ .... ______ .._ ______________________ ....., _______ _._ L1 L2 L3 L 4 L5 L6 C1 C2 C3 C 4 C 5 C6 L7 L8 L9 L12 L13 L10 L11 C 7 C8 C 9 C10 C1 1 C1 2 L 1 4 L1 5 L 1 6 L17 C1 5 C 1 3 C 1 4 C1 L1 C2 L2 C3 L3 C4 L4 C5 L5 C6 L6 N:2161147.1908 E:6069841.0371 BENCHMARK "3K-47-92" N:2161894.0240 E:6071882.7388 L 1 8 C 1 6 L1 9 C 1 7 C18 L 2 1 L22 L23 L 2 4 L 2 5 C1 9 C 2 0 C 2 1 L2 6 L27 L 2 8 L 2 9 C 2 3 C 2 4 L3 0 L31 L 3 2 L 3 3 C25 C 2 6 C27 L34 L35 L36 L 3 7 C2 8 C 2 9 C30 L38 L 3 9 L4 0 C 3 2 C22 C 3 1 L18 C16 L19 C17 L20 C18 L21 L20 PI N:2160500.1390 E:6071037.6976 C1 L1 C2 L2 C3 L3 C4 L4 C5 L5 C6 L6 C7 L7 C8 L8 C9 L9 C10 L10 L11 C11 L12 C12 L13 L14 C13 L15 C14 L16 C15 L17 L26 C22 L27 C23 L28 C24 L29 L18 C16 L19 C17 L20 C18 L21 L22 C19 L23 C20 L24 C21 L25 L30 C25 L31 C26 L32 C27 L33 L34 C28 L35 C29 L36 C30 L37 L38 C31 L39 C32 L40 3 R-6057-SCITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT CAMEO SHORES PAVEMENT RECONSTRUCTION HORIZONTAL CONTROL PLAN C-5891 29 No. 62845 THAN TRAN FRANK CAM D E N BRIG H T O N RH AM PE GO R H A M MIL F O R D D R I V E TR E M O N T O R R IN G T O N F A I R FI E L D R O X B U R Y MILF O R D D R I V E H A M P D E N R O A D HAMPD E N ROAD RO AD R O A D SH OR ES CAM E O CAM E O S H O R E S R O A D BR I G H T O N R O A D RO A D D R I V E R O A D D R I V E L A N E R O A D D R I V E E A S T C O A S T HI G H W A Y RECORD DRAWINGS ( I I I ,o+oo \ \ \ These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. STA I I I \ ------ \ \ ~ I I I I I I "--.__ I I I I I '-..-..._ ------ I I I I I I I / ;ITA 8+01.17 / .,c.---,~+oo 8+,(iQ / I -----I s/4 6+14.17 I I ------- I c,,;,:....-OtOO II vi' ', /, I I I ( '-..-..._ '-..-..._ ------~ ~ \ ------ ~ ~ \ ) \ \ "--.__ \ '-..-..._ '-..-..._ ~ \ \ \ \ \ \ \ '-..-..._ '-..-..._ 13+ 72.30 \ \ \ \ \ \ \ \ Gt \ ~ ~ ~ \ \ \ \ \ \ \ \ \ ' ~ ~ ...... , Z..2-', ~ ~ ' ~- ' ~ ~ '-..-..._ I I / I I '-..-..._ f.. '-..-..._ / / I ~ / ~, , :::21+'00 \ \ / \ \ \' I / I / / I \ I / ~ \ \ \ ' \ \ \ \ \ \ \ \ \ \ \ \ \ ' D ' \ . \ \ / / / I / I 14+41 / \ \ \ \ I I / 14+63 1" = 100' I I I I I I I I I I I I I I I I I I I NUMBER NUMBER NUMBER NUMBER LENGTH 126.68 738.95 82.26 692.76 62.11 604.82 53.34 163.07 20.23 120.00 20.51 170.85 LENGTH 151.10 171. 78 48.05 601.48 55.08 85.38 288.62 LENGTH 45.00 89.20 61.57 730.49 55.08 192.54 288.62 LENGTH 45.00 206.26 61.56 460.30 63.48 294.92 288.62 MILFORD DR AND HAMPDEN RD DIRECTION RADIUS DELTA BEGIN STA 239.94 30·15'05" 0+00.00 N34"02'58.33"E 1 +26.68 200.00 23·33'55" 8+65.63 N57"36'53.34"E 9+47.89 55.00 64"42'01" 16+40.65 S57'41 '05.98"E 17+02.75 145.00 21·04'32" 23+07.58 S36"36'33.88"E 23+60.91 55.00 21·04'28" 25+23.98 S57"41 '01 .67"E 25+44.21 55.00 21·22·00" 26+64.21 S79"03'01 .67"E 26+84.72 NUMBER LENGTH 151.10 88.31 48.05 516.44 180.45 137.29 130.96 FAIRFIELD DRIVE CL DIRECTION RADIUS DELTA BEGIN STA S32"23'00. 71 "E 0+00.00 389.01 25'18'01" 1+51.10 S57"41'01.67"E 3+22.87 1399.00 24"38'00" 3+ 70.92 S33"03'01 .67"E 9+72.40 298.00 16"25'00" 10+27.48 S49"28'01 .66"E 11+12.86 TREMONT LANE CL DIRECTION RADIUS DELTA BEGIN STA S55"57'01 .67"E 0+00.00 285.00 17'56'00" 0+45.00 S73"53'01 .67"E 1+34.20 1025.00 40'50'00" 1+95.77 S33"03'01 .67"E 9+26.27 672.00 16"25'00" 9+81.35 S49"28'01 .67"E 11+73.89 PERHAM ROAD CL DIRECTION RADIUS DELTA BEGIN STA S55"57'01 .67"E 0+00.00 659.00 17"56'00" 0+45.00 S73"53'01 .67"E 2+51.26 649.98 40"34'31" 3+12.82 S33"18'31.12"E 7+ 73.11 1045.73 16"09'31" 8+36.59 S49"28'01 .67"E 11 +31.51 END STA NUMBER LENGTH 1+26.68 324.71 8+65.63 112.58 9+47.89 342.16 16+40.65 29.52 17+02.75 279.48 23+07.58 298.30 23+60.91 68.93 25+23.98 352.43 25+44.21 789.00 26+64.21 293.39 26+84.72 197.21 28+55.57 173.14 196.00 ROXBURY ROAD CL DIRECTION RADIUS DELTA S32'23'01 .67"E 200.00 25"18'00" S57'41'01.67"E 1588.00 18"38'00" S39"03'01 .67"E 150.00 52"26'30" N88"30'28.33"E END STA NUMBER LENGTH 1+51.10 45.00 3+22.87 30.67 3+70.92 61.57 9+72.40 863.76 10+27.48 55.08 11 +12.86 138.96 14+01 .48 288.62 END STA NUMBER LENGTH 0+45.00 45.00 1+34.20 147.73 1+95.77 61.57 9+26.27 597.22 9+81.35 55.08 11 + 73.89 246.12 14+62.51 288.62 END STA NUMBER LENGTH 0+45.00 348.41 2+51.26 403.57 3+12.82 140.62 7+73.11 166.43 8+36.59 327.59 11+31.51 14+20.13 BRIGHTON RD AND CAMEO SHORES RD DIRECTION RADIUS DELTA BEGIN STA 242.42 75·44'35" 0+00.00 S73"53'01 .67"E 3+24.71 276.77 70·50'00" 4+37.28 S03"03'01 .32"E 7+ 79.44 268.00 59·45•00" 8+08.96 S62"48'01 .67"E 10+88.44 53.00 74·30'51'' 13+86.74 N42"41 '07.52"E 14+55.67 N40"31 '58.33"E 18+08.10 400.00 42'01'30" 25+97.10 N01 "29' 31.67"W 28+90.49 293.42 33'48'30" 30+87.70 N32"18'58.33"E 32+60.84 BEGIN STA END STA 0+00.00 1+51.10 1+51.10 2+39.41 2+39.41 2+87.46 2+87.46 8+03.90 8+03.90 9+84.35 9+84.35 11+21.64 11+21.64 12+52.60 ORRINGTON ROAD CL DIRECTION RADIUS DELTA BEGIN STA S55"57'01 .67"E 0+00.00 97.99 17"56'00" 0+45.00 S73"53'01 .67"E 0+75.67 1212.00 40"50'00" 1 +37.24 S33"03'01 .67"E 10+01 .01 485.00 16"25'00" 10+56.09 S49"28'01 .67"E 11 +95.05 GORHAM DRIVE CL DIRECTION RADIUS DELTA BEGIN STA S55"57'01.67"E 0+00.00 472.00 17'56'00" 0+45.00 S73"53'01 .67"E 1+92.73 838.00 40"50'00" 2+54.30 S33"03'01 .67"E 8+51.53 859.00 16"25'00" 9+06.61 S49"28'01 .67"E 11+52.73 CAMDEN DRIVE CL DIRECTION RADIUS DELTA BEGIN STA S73"53'01 .67"E 0+00.00 464.00 49·50•00" 3+48.41 S24"03'01 .67"E 7+51.98 298.00 32·00·00" 8+92.60 S56"03'01 .67"E 10+59.03 END STA 3+24.71 4+37.28 7+79.44 8+08.96 10+88.44 13+86.74 14+55.67 18+08.10 25+97.10 28+90.49 30+87.70 32+60.84 34+56.84 END STA 0+45.00 0+75.67 1+37.24 10+01.01 10+56.09 11+95.05 14+83.67 END STA 0+45.00 1+92.73 2+54.30 8+51.53 9+06.61 11+52.73 14+41.35 END STA 3+48.41 7+51.98 8+92.60 10+59.03 13+86.62 E a ..... -.t a, a ~ C: 0 N ·c: 0 I "Cl C: a )( ., "Cl C: ~ ., ., _r U1 ., "' a o._ ., ~ ;= ,,., I < <( _J a:: ~ 0 ~ z ::::, ::, ::, 0 u U1 w a:: 0 I U1 0 w ::, <( u U1 ..... I[) 0 <D ~ ~ w w ~ U1 / "' C: ·c: ., ., .~ "' C: ~ 0 ,----,------,,----------------------,----"T""----------r-----------,--------------------------------tO <( fil 11/22/2016 AS-BUILT FTT NO. DATE DESCRIPTION OF REVISIONS APPROVED REVIEWED: ~~ SENIOR CIVIL ENGINEER ;;- "Cl ., L a _r ~ CD 1------r-----+----------------------..-----------1~ DESIGNED: DRAWN: Ill FTT BD CHECKED: DA TE: SHEET OF L ., Ill ;3-AT 3 31 2016 ,___ ______________________________________________________________________________ _.__...._ ____ .._ ___________________ .._ __ ..... ________ ...., ____ ,;,,;,,;,,..,_...,...,__...,_ ___ .._ _____________________ ...._ ______ ___,_ A A CURB ACCESS RAMP, CASE "E" MODIFIED SECTION A - A N.T.S. N.T.S. DETAIL CURB ACCESS RAMP DETAIL CASE "L" CURB ACCESS RAMPȭ ȭ ȭ 4 R-6057-SCITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-5891 CAMEO SHORES PAVEMENT RECONSTRUCTION TYPICAL SECTIONS AND DETAILS CONSTRUCTION NOTES 29 *** No. 62845 THAN TRAN FRANK *** *** *** *** ****** *** *** *** *** *** RECORD DRAWINGS N'LY R/W L N'LY R/W N'LY R/W 1 o· 1 o· 6' I 7L L_ 1l L_ L_ N'LY R/W CAMDEN DRIVE STA 0+27.50 TO STA 13+58.50 (MILFORD DRIVE TO CAMEO SHORES ROAD) N.T.S. 't 60' 20' CAMEO SHORES ROAD STA 14+00.00 TO STA 32+50.00 (BRIGHTON ROAD TO HAMPDEN ROAD) N.T.S. 't 56' 18' 18' ROXBURY ROAD STA 0+26.60 to STA 12+26.25 (EVENING CANYON ROAD TO COAST HIGHWAY) N.T.S. 52' S'LY R/W 1 o' -_j S'LY R/W I_ 1 o· _j JI _J S'LY R/W 1 o· _j _J S'LY R/W "-... ---I 6' 1 o· "'-~~,~1-~--r-~-~1~_-_~_j -IL JI N'LY R/W '-I 4' "-.._ I I "--- IL L_ L_ FAIRFIELD DRIVE STA 0+26.25 TO STA 13+75.50 (MILFORD DRIVE TO CAMEO SHORES ROAD) N.T.S. 't 50' 18' 18' HAMPDEN ROAD STA 17+00 TO STA 28+36 (MILFORD ROAD TO CAMDEO SHORES ROAD) N.T.S. N'L Y R/W "-.._ --- "-.._ 6' _ I IL L_ 52' ORRINGTON ROAD STA 0+26.62 TO 14+56.92 (MILFORD DRIVE TO CAMEO SHORES ROAD) N.T.S. _J S'LY R/W I_ 1 o· - JI _J S'LY R/W 1 o· I __ _j JI _J " N'LY R/W N'LY R/W N'LY R/W 52' TREMONT LANE STA 0+26.66 TO STA 14+35.66 (MILFORD DRIVE TO CAMEO SHORES ROAD) N.T.S. 52' GORHAM DRIVE STA 0+26.73 TO STA 14+14.60 (MILFORD DRIVE TO CAMEO SHORES ROAD) N.T.S. 't 52' S'LY R/W S'LY R/W S'LY R/W "-... I 6' 18' 18' 10' I ---~~~1-"---11-~~-t---~~11 _~_-_j~ EXISTING C & G -IL JI L_ PERHAM ROAD STA 0+26.70 TO STA 13+92.67 (MILFORD DRIVE TO CAMEO SHORES ROAD) N.T.S. _J 10' P/L EXISTING SIDEWALK DEPRESSED SIDEWALK AS REQUIRED ECc<----t-t1t----~ FULL CF VARIABLE HEIGHT RETAINING CURB STD-181-L-A--__:-~~-i( r EXISTING SIDEWALK CASE "E" R=5' r( PLANTING AREA FULL CF BCR 1. FOR GENERAL NOTES, SEE CNB STD-181-L 2. ALL CONCRETE SHALL BE REMOVED AND REPLACED TO THE NEXT JOINT N'LY R/W 1 o' L ________ _ N'L Y R/W ---~ I I ~7L 6' L_ 't S'LY R/W 60' 20' 20' 10' S'LY R/W I_ 1 o· _j JI _J BRIGHTON ROAD STA o+oo TO 14+00 (MILFORD DRIVE TO CAMEO SHORES ROAD) N.T.S. EXISTING C & G PLANTING AREA EXISTING SIDEWALK ECR:-1 -rr---i,.~ FULL CF O" LIP 4' O" LIP VARIABLE HEIGHT RETAINING CURB (O" TO 6") FULL CF BCR EXISTING SIDEWALK 1. FOR GENERAL NOTES, SEE CNB STD-181-L 2. ALL CONCRETE SHALL BE REMOVED AND REPLACED TO llHE NEXT JOINT CD PROTECT IN PLACE (D REMOVE EXIST. AND RECONSTRUCT TYPE "A" PCC CURB & GUTTER PER CNB STD-182-L 0 REMOVE EXIST PAVEMENT AND SUBGRADE FOR NEW PAVEMENT G) CONSTRUCT 7-IN FULL DEPTH AC @ CONSTRUCT 10-IN FULL DEPTH AC @ REMOVE EXIST. & CONSTRUCT PCC CURB ACCESS RAMP PER DETAIL ON SHEET 4 AND APPLICABLE PORTIONS OF CNB STD-181-L-A-D UPPER 1 FOOT OF SUBGRADE TO BE COMPACTED TO A MINIMUM OF 90% OF RELATIVE COMPACTION These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy. nor for errors or omissions which may have been incorporated into these plans as a result. • (1Q ft) • I ( 4 ft) Varies • • • • Min. 1.5% See notes 9, 15 and 16 1. FOR GENERAL NOTES, SEE CNB STD-181-L 2. ALL CONCRETE SHALL BE REMOVED AND REPLACED TO THE NEXT JOINT en ·;;: 0 'O .a E 0 ~ "' o> ,, 'O ui [;:; 0 <D 0:: en C 0 -0 Q) (/) 0 0 ~ I l <( _J 0:: w > 0 t z ::, ::;; ::;; 0 u (/) w 0:: 0 :r: (/) 0 w ::;; <( u (/) ,.._ LO 0 <D !;,- ~ w w ~ (/) / o> C ·;:: Q) Q) C o> C w / Cl .----.-------.-------------------"'T'"----,,-----------,-==:::-------,-------------------------------tO REVIEWED: <C ~ ~~ I SENIOR CIVIL ENGINEER i5 l------,,--------+----------------------,----------1~ DESIGNED: DRAWN: ~ FTT BO 1---------1 3l 11/22/2016 AS-BUILT FTT CHECKED: DA TE: 3-AT 3 31 2016 L-----------------------------------------------L-...l....--.L...---------------l--.1....--------'---.:..:.L.......::..=~--------------'-------'-NO. DATE DESCRIPTION OF REVISIONS APPROVED SHEET OF 5 R-6057-S 29 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-5891 CAMEO SHORES PAVEMENT RECONSTRUCTION CONSTRUCTION NOTESCONSTRUCTION NOTES MILFORD DRIVE PLAN AND PROFILE MILFORD DRIVE STA 0+50 TO 8+50 THAN TRAN FRANK X-GUTTER DETAIL X-GUTTER DETAIL PERHAM ROAD GORHAM ROAD X-GUTTER DETAIL X-GUTTER DETAIL TREMONT LANE ORRINGTON ROAD RECORD DRAWINGS 45 f-W Wz w w 0 t') <.D t') / OJ / 0 / EXIST. L • FT EP PROFILE 0 0 + 0 ..,. 0 + ..,. - ..,. /4 EXIST. CL PROFILE PROP. CL PROFILE 0 . -LO / / a, /. ~ 6 ,.._ /. _J u z 0 OJ 0 +cxi /. /. ,. LO / LO _J u <D z 0 / ,.._ / ,.._ <.D EXIST. IGHT EP PROFILE / <D EXIST. L FT EP PROFILE /. a, 0 cri ,.._ -,i 0 LO,-... N 0 -If) - OJ 0 N a, cxi N ,.._ , t') OJ OP. ..,. -a, a, 0 OJ + OJ OJ ,.._ If) N -+ OJ f-w Wz + l----------~4 -<C.-----+------+----~-'-t.a~----+------+------+------f=-------+-------j-------jf---------:1--"'"<:::""--===-==b=-==-=---+-___,.-:&-_,-l"-L-,.C----f--~--=-------------1 t') t') / EXIST. RIG T EP PROFILE ..,. OJ / a, ,.._ ,.._ 1----~35 f----➔"',;,.------+-------+--"-----j..,.~------jf------f------t----:-":.._--~-----+---/ / ,,... OJ <D EXIST. RIG T EP PROFILE <D ,.._ LO 1+00 2+00 3+00 STREET CL INT. 2+40.17 MILFORD DRIVE = 0+00.00 PERHAM ROAD 28LF 17 17 7 CATV 9 32SF 2 15 121 2 10LF 2 4LF 2 16LF MATCHLINE STA 0+26.70 SEE SHEET 19 15 131 s w -13 2 12LF 2 20LF MATCHLINE STA 0+26.73 SEE SHEET 17 / t') / t') / 5+00 STREET CL INT. 4+27.17 MILFORD DRIVE = 0+00.00 GORHAM DRIVE 28SF 16SF 16SF 9 16SF 2 8LF 9 2 4LF ss s --\-~,__, I SS\-+2i'l'--\ ·"·"· T 10 T 2 8LF 2 8LF 2 8LF MATCHLINE STA 0+26.66 SEE SHEET 15 6+00 17 15 16LF 2 STREET CL INT. ..,. OJ 7+00 6+14.17 MILFORD DRIVE = 0+00.00 TREMONT LANE 64SF 16SF 40SF OJ LO N N ,.._ -,.._ 110SF 8 9 9 16SF 215 221 OJ + ,.._ / L ,.._ ,-.: MATCHLINE STA 0+26.62 SEE SHEET 13 17 / 8+00 25LF 2 SCALE: HORIZ: 1"=40' VERT: 1 "=4' STREET CL I NT. 4LF 8+1.17 MILFORD DRIVE = 0+00.00 ORRINGTON ROAD 227 ORRINGTON ROAD PERHAM ROAD GORHAM ROAD TREMONT LANE a:: u IIl -:J' _, 0 IL. IL. ,,., 0:, ,-.: .... 0 en en + r---o:i ... -~ .... !::./2 48.94 FL 0+45.00 ECR (50.67 FL) _, IL. LO N 0 LO N.T.S a:: u w -:J' _J <O IL. IL. 0 N ...; <O .... LO DO + "' ,ii LO N ~ 6/4, 52.69 FS !::. 4, 51.49 FS · 0+45.00 BCR (51.74 FL) "' u IIl -:J' _, ... IL. IL. "' N --.i t') en DO ,.._ + 0 " <O ,,., ~ <O !::./2 62.79 FL 0+45.00 ECR • (64.62 FL) _, IL. ... 0 --.i <O •• 7.24% .·.·.·.·.;,, · ·.·.·.·.rr.,. ........ N.T.S _, IL. LO ,,., u-i <O a:: u w ~ _, 0:, IL. .... 0 <O -r---+ r---<O .... ~ !::./ 4, 66.43 FS 6/2, 65.68 FS I':, 4, 65.28 FS · 0+45.00 BCR (65.60 FL) "' u IIl -:J' r---IL. ... <O ;::: .... --.i + r---LO ~ _, _, IL. IL. io <O ,,., ,.._ <O ,-.: r---r--- • • • • ·~< ~ cc: : >~ < < 1.:10~ • • "" --~ !::./2 76.42 FL 0+45.00 ECR • (78.29 FL) N.T.S _, IL. ;,, .,; r--- a:: u w ~ _, <O IL. 0 ,-.: LO 0 LO + DO <O ~ /':,/4, 80.29 FS !::./2, 79.50 FS I':, 4, 79.07 FS · 0+45.00 BCR (79.35 FL) "' u IIl -:J' _, <O IL. IL. .... ... o:i en ,,., LO ,.._ + IX) .,; IX) r---~ IX) !::./2 90.07 FL 0+45.00 ECR .• (91.89 FL) N.T.S _, IL. N 0:, 0 en _J IL. LO DO c,; a:: u w -:J' N IL. en 0 ...; ,,., .... + "' "' IX) ~ I':, 4, 92.80 FS !::./2, 92.43 FS !::. 4, 92.37 FS · 0+45.00 BCR (92.80 FL) CD PROTECT IN PLACE 0 REMOVE EXIST. AND RECONSTRUCT TYPE "A" PCC CURB & GUTTER PER CNB STD-182-L G) REMOVE EXIST PAVEMENT AND SUBGRADE FOR NEW PAVEMENT @ CONSTRUCT 10-IN FULL DEPTH AC ® REMOVE EXIST. AND RECONSTRUCT TOP SLAB, LOCAL DEPRESSION AND GRATES TO MATCH EXISTING PER APPLICABLE PORTION OF CNB STD-321-L-A AND STD-321-L-B (W = 24') 0 UTILITY BOX TO BE ADJUSTED TO GRADE BY OTHERS @ REMOVE EXIST. AND RECONSTRUCT 6-IN THICK DRIVEWAY APPROACH TYPE I PER CNB STD-162-L ® REMOVE EXIST. AND RECONSTRUCT 4-IN THICK PCC SIDEWALK PER CNB STD-180-L @) REMOVE EXIST. AND RECONSTRUCT 8-IN THICK PCC CROSS GUTTER PER CNB STD-185-L @ REMOVE EXIST. AND RECONSTRUCT 8-IN THICK PCC CROSS GUTTER PER CNB STD-186-L @) REMOVE AND REPLACE l'v1TH NEW WATER VALVE FRAME AND COVER TO GRADE PER CNB STD-511-L @ ADJUST MANHOLE TO GRADE PER CNB STD-111-L @) REMOVE AND REPLACE l'v1TH NEW ELECTRICAL PULLBOX TO GRADE PER CNB STD-204-L @) INSTALL ROOT BARRIER These Record Drawings have been prepared based on information submitted, in port, by others. While this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. E " "' ..,. .;; "' "' -c, vi r---:g <O a:: " ; 0 ~ a. -c, " " " " a. <O N I i <C _, a:: ~ ~ z :::, :::, :::, 0 u "' w [§ Bl 0 w :::, <C u "' [;:; 0 <O ~ ~ w w ~ _'.;:-- o> -~ ii; " " "' .----.------,----------------------.----..-----------,------------.----------------------------------1~ REVIEWED: ~ SCALE 1" = 40' fil 11/22/2016 AS-BUILT FTT - - 0 0 dA~~£iAA § ~ ] SENIOR CIVIL ENGINEER ? ~~~~~~~r-:t ... □_DE~S~IG~N~E~D;-,_~_F;TT~CD~R~A~WN~=: ==~B;Dj-----------------------l~~~---_-_-_-_-_-_-_-_-_-_i-1% .._ ______________________________________________________________ o _____ 4_o ____ s_o ____ 1_2_0_....,_N_o_ ....... __ D_ATE __ .._DE_s_c_R1_PTI_o_N_o_F_R_Ev_1s_1_0N_s ___________ ..._A_P_P_Ro_VE_D.._ _________ c_H_Ec_K_E_D, __ AT...._D_A_TE_3..,3_1._2_0_1_6,__ _____________________ .... s_HE_E_T ___ o_F __ .. J - - R-6057-SCITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-5891 CAMEO SHORES PAVEMENT RECONSTRUCTION CONSTRUCTION NOTESCONSTRUCTION NOTES MILFORD DRIVE PLAN AND PROFILE MILFORD DRIVE STA 8+50 TO 17+00 6 S E E S H E E T 5 M A T C H L I N E S T A 8 + 5 0 HAMD E N R O A D MATC H L I N E S T A 1 7 + 0 0 SEE S H E E T 7 29 THAN TRAN FRANK X-GUTTER DETAIL FAIRFIELD DRIVE X-GUTTER DETAIL ROXBURY ROAD RECORD DRAWINGS >- "' VJ >-w Wz . 20.oo" Rlr 9+00 9 155SF 17 2 BLF -----N -->-0, ,-... VJ 0, --0 -"' ------EXIST. LEFT EP PROFILE -----------EXIST. LEFT EP PROFILE --0, - N -"' --0 0, st -<( 0 0 <D <D -"' 0, o:i F -z st - 0 0 - st -0 N EXIST. CL PROFILE + -EXIST. CL PROFILE PROP. CL PROFILE o,.._ o,.._ PROP. CL PROFILE / st 0, -~ N 0 - 10+00 9 125SF 39 ss 20 EXIST. RIGHT EP PROFILE 20 9 112SF 2 4LF 9 3 1 11+00 32SF 8 40SF 12LF 10LF 2 TV 12+00 315 v.-r. \J]t_ c A SS --+--SS -+----r.s • / SS SS r<) 0, st 0 13+00 5 2 24LF 3 CA <D N -- 25LF 2 17 321 Al)/ ' --0, ---- EXIST. RIGHT EP PROFILE -- 14+00 16SF 32SF 16SF r--.r--. 9 9 9 327 32SF 18LF 9 2 15+00 9 16SF 333 -,,~--s,•----,'SS --+--SS -+---SS----,,51S --cl'---- '4+€&-W"------.'W---+~W1-§+ee'-W-_,,_ __ 16+00 2 4LF w--1~+--W r---+1+(}-101, 1------t'---w---·..,. 1w +oo w ---,,~--w1--------1W-/l~-fl7l0-w H,--~----++~-=- +----"<~ s s ' ,---j 12 18 -- 32SF 9 "' N - 6CB210LF 3 2 12LF 2 23LF 9 4DSF 4LF 2 9 "' u (D "' <O d ..,. + -- 5 MATCHLINE STA 0+26.25 SEE SHEET 11 ~ ...J u.. ...J u.. Ln ,-... ,.-, ..-; <O 0 ,..: -0 ~ 6/2 104.77 FL 0+45.00 ECR .• (106.17 FL) FAIRFIELD DRIVE ...J u.. ,-... N cti 0 N.T.S ...J u.. 0 "' cti 0 "' u w ... Ln <O N + N ...J u.. 00 ,-... <O 0 MATCHLINE STA 0+26.60 SEE SHEET 9 6 4, 106.47 FS 6/2, 106.21 FS /',, 4, 106.22 FS 0+45.00 BCR (106.71 FL) ROXBURY ROAD "' u (D 0, ...J ...J u.. u.. Ln .,; ,-... "' N ,.-, "' + d ,.-, - 6/2 111.54 FL 0+45.00 ECR (113.01 FL) "' u w ...J ...J ... ...J u.. u.. u.. ..,. 00 0 cti OJ 00 "' -,.-, "' + ..-; .,_ - ·.·.rr,· '.'.'.' ......... . N.T.S 6/2, 112.65 FS 6 4, 112.54 FS · 0+45.00 BCR (112.99 FL) 13DSF * 2" Extra total of 12" A/C A/C 120 9 16SF 17 17+00 on base course SCALE: HORIZ: 1"=40' VERT: 1"=4' CD PROTECT IN PLACE 0 REMOVE EXIST. AND RECONSTRUCT TYPE "A" PCC CURB & GUTTER PER CNB STD-182-L G) REMOVE EXIST PAVEMENT AND SUBGRADE FDR NEW PAVEMENT @ CONSTRUCT 10-IN FULL DEPTH AC ® REMOVE EXIST. AND RECONSTRUCT TOP SLAB, LOCAL DEPRESSION AND GRATES TD MATCH EXISTING PER APPLICABLE PORTION OF CNB STD-321-L-A AND STD-321-L-B (W = 24') 0 UTILITY BOX TD BE ADJUSTED TD GRADE BY OTHERS ® REMOVE EXIST. AND RECONSTRUCT 6-IN THICK DRIVEWAY APPROACH TYPE I PER CNB STD-162-L ® REMOVE EXIST. AND RECONSTRUCT 4-IN THICK PCC SIDEWALK PER CNB STD-180-L @) REMOVE EXIST. AND RECONSTRUCT 8-IN THICK PCC CROSS GUTTER PER CNB STD-185-L @ REMOVE EXIST. AND RECONSTRUCT 8-IN THICK PCC CROSS GUTTER PER CNB STD-186-L @ REMOVE EXIST. & CONSTRUCT PCC CURB ACCESS RAMP PER CNB STD-181-L-A-D, CASE PER PLAN @ REMOVE EXIST. & CONSTRUCT PCC CURB ACCESS RAMP PER DETAIL ON SHEET 4 AND APPLICABLE PORTIONS OF CNB STD-181-L-A-D @ REMOVE AND REPLACE WITH NEW WATER METER BOX TD GRADE PER CNB STD-502-L @) REMOVE AND REPLACE WITH NEW WATER VALVE FRAME AND COVER TO GRADE PER CNB STD-511-L @ ADJUST MANHOLE TD GRADE PER CNB STD-111-L @) REMOVE AND REPLACE WITH NEW ELECTRICAL PULLBOX TD GRADE PER CNB STD-204-L @) INSTALIL ROOT BARRIER These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. "' ·;;: C -0 .a E C 0 Ln .;; C> "' -0 c,i r---:g <O "' " ~ 0 ~ C. -0 " C " C C. ~ I i ::5 "' ~ ~ z :::, "' "' 0 u VJ w [§ Bl 0 w "' <( u VJ G:; 0 <O 5-~ w w ~ ;;:?-- "' -~ ii; " " "' ..---.------,----------------------.----..----------,------------.----------------------------------1~ REVIEWED: ~ SCALE 1" = 40' fil 11/22/2016 AS-BUILT FTT 0 0 dA~~~AA § ~ ] SENIOR CIVIL ENGINEER l 1------r-------t-----------------------..---------t(D DESIGNED: DRAWN: ;;;-m BD E .._ ______________________________________________________________ o _____ 4_o ____ s_o ____ 1_2_0_....,_N_o_. ____ D_ATE __ .._DE_s_c_R1_PT_1o_N_□_F_R_Ev_1s_1_□N_s ___________ ..._A_P_P_R□_VE_D.._ _________ c_H_Ec_K_E_D= __ AT __ D_A_TE_i_3_1._2_0_1_6.._ _____________________ :=S-H-E=E=T=====O=F=====§, - -- - R-6057-SCITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-5891 CAMEO SHORES PAVEMENT RECONSTRUCTION CONSTRUCTION NOTESCONSTRUCTION NOTES HAMPDEN ROAD PLAN AND PROFILE HAMPDEN ROAD STA 17+00 TO 24+00 7 SE E S H E E T 8 MA T C H L I N E S T A 2 4 + 0 0 29 THAN TRAN FRANK RECORD DRAWINGS ...- r-<D (/) Wz W- eE U1 [5 0 -w <(" N (/) "' -- N 17+00 MATCHLINE HAMDEN RD STA 17+00 SEE SHEET 6 ...- / N - + 4501 - ...- - 0 <D LO O> T <Xl "' 0 0 O> -"' 0 r--+ <Xl - -------- 18+00 4507 4515 17 - ... O> O> --N N "' "' -"' t 0 -0 0 0 0 + + O> + O> <Xl "' - --O> ,,., 19+00 2 30LF -,,., ,,., 0 0 +,..; - ,..; 0 ... O> 5 3 - -- "' ,,., 4521 r--,,., ,..; ,,., 0 0 0 -0 N 0 ,,., 0 -> u _J w "' - 0 -... "' 20+00 4527 2 26LF <D 0 0 <D <D N LO ,,., LO ,,., -,,., 0 0 r--,,., 0 «? 0 co + ~ LO " 0 0 +ui N N -"' -,,., N~ N 7% -0.85% LO 0 N N ... LO "' "' - PROP. CL PROFILE r--,,., u'i LO ,,., "' EXIST. IGHT EP PROFILE 21+00 22+00 15 0 22+00 18' w w ss ' ss e 4601 4607 4615 17 8 138SF 15 2 25LF SCALE 1" = 40' - -- - -- LO ,,., 0 r--LO -0 r-- <D "' "' ,,., ,,., N -., - LO N -r-- <D "' - <D N 23+00 23+00 17 N ,,., < r-w ~ :Jo O> u w>-+ r-- "' ::,;e N -1-40- <D r--1-4-0· <Xl -r--"' SCALE: HORIZ: 1''=40' VERT: 1 "=4' 24+00 CD PROTECT IN PLACE 0 REMOVE EXIST. AND RECONSTRUCT TYPE "A" PCC CURB & GUTTER PER CNB STD-182-L G) REMOVE EXIST PAVEMENT AND SUBGRADE FOR NEW PAVEMENT @ CONSTRUCT 10-IN FULL DEPTH AC ® REMOVE EXIST. AND RECONSTRUCT 6-IN THICK DRIVEWAY APPROACH TYPE I PER CNB STD-162-L ® REMOVE EXIST. AND RECONSTRUCT 4-IN THICK PCC SIDEWALK PER CNB STD-180-L @) REMOVE AND REPLACE l'v1TH NEW WATER VALVE FRAME AND COVER TO GRADE PER CNB STD-511-L @ ADJUST MANHOLE TO GRADE PER CNB STD-111-L These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. E 0 0 LO .;; en "' "C vi ,-.. :g <D "" " ; e a. "C C 0 C 0 a. <D N I i < _, "" ~ 0 ~ z ::, "' ~ u (/) w "" 0 Bl 0 w "' < u (/) ,-.. LO 0 <D ~ ~ w w ~ _'.;:- o> -~ 16 " C en .----.---------.------------------------,,----..-----------r-------------.------------------------------------1" ~ fil 11/22/2016 AS-BUILT FTT REVIEWED: ~ SENIOR CIVIL ENGINEER D D < ;;:!, al ~ 0 .,::; ? ~~~~~~~r-:t ... □_DE~S~IG~N~E~D;-:_~.;.F;TT~~D~R~A~WN~=: ==~B;Dj-----------------------l~~~---_-_-_-_-_-_-_-_-_-_i-1% 0 NO. DATE DESCRIPTION OF REVISIONS APPROVED CHECKED: DATE: SHEET OF ~ .... ___________________________________________________________________ 4_o ____ s_o ____ 1_2_0_...., __ ..__ ___ ...., ___________________ ..._ ___ .... ________ .._ _____ AT...._ __ J_J_1.._2_0_1_6,__ _____________________ ..__ ______ ....,~ R-6057-SCITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-5891 CAMEO SHORES PAVEMENT RECONSTRUCTION CONSTRUCTION NOTESCONSTRUCTION NOTES HA M P D E N R O A D PLAN AND PROFILE HAMPDEN & CAMEO SHORES ROAD 8 29 THAN TRAN FRANK EAST COAST HIGHWAY CONTRACTOR TO PROVIDE 2 FLAGMEN AT EAST COAST HIGHWAY ENTRANCE TO THE TRACT WHILE CLOSING DOWN TO ONE LANE FOR WORK AT THIS INTERSECTION. THIS COST SHALL BE INCLUDED IN THE TRAFFIC CONTROL BID ITEM. RECORD DRAWINGS 140 1-38 140 1-38 140 1-3 <( U1 f-Lu -- 24+00 "' J...... I:::! Bi I:::! v5 0, a OCl t<) t<) "" T EP PROFILE a r----IO a ION + +co I{) t<) I{) GHT EP PROFILE 25+00 5 3 D 0, t<) "" t<) - -- I .,, - a r---t<) 26+00 MATCHLINE STA 32+50 CAMEO SHORES ROAD SEE SHEET 26 CD CD OCl - -a 0, t<) t<) OCl "" t<) a IO I{) r--- "" t<) OCl a OCl t<) t<) -OCl t<) ' EXIST. RIGHT EP PROFILE 27+00 5 3 28+00 SCALE: STREET CL INT. 26+4.20 HAMPDEN ROAD = 32+55.84 CAMEO SHORES ROAD 15 ~ 0 I{) + 00 00 ,,., ~ SCALE: HORIZ: 1"=40' VERT: 1 "=4" 1- CD PROTECT IN PLACE (2) REMOVE EXIST. AND RECONSTRUCT TYPE "A" PCC CURB & GUTTER PER CNB STD-182-L G) REMOVE EXIST PAVEMENT AND SUBGRADE FOR NEW PAVEMENT @ CONSTRUCT 10-IN FULL DEPTH AC ® REMOVE EXIST. AND RECONSTRUCT 4-IN THICK PCC SIDEWALK PER CNB STD-180-L @ REMOVE EXIST. & CONSTRUCT PCC CURB ACCESS RAMP PER CNB STD-181-L-A-D, CASE PER PLAN @ REMOVE EXIST. & CONSTRUCT PCC CURB ACCESS RAMP PER DETAIL ON SHEET 4 AND APPUCABLE PORTIONS OF CNB STD-181-L-A-D @) REMOVE AND REPLACE l'v1TH NEW WATER VALVE FRAME AND COVER TO GRADE PER CNB STD-511-L @ ADJUST MANHOLE TO GRADE PER CNB STD-111-L @) REMOVE AND REPLACE l'v1TH NEW ELECTRICAL PULLBOX TO GRADE PER CNB STD-204-L These Record Drawings have been prepared based on information submitted, in par\, by others. While this information is believed to be reliable, City of Newport Beach is no\ responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. E " 0 "' .;; en "' "C vi r--:8 <O °" " ; 0 ~ a. "C C " C " a. <O N I i <( _, °" ~ ~ z :::, :::, ~ u U1 Lu [§ Bl a Lu :::, <( u U1 r--"' 0 <O ~ ~ Lu Lu ~ ~ o> -~ 16 " C en .----r-----....... ---------------------.----..-----------,------------.----------------------------------1" ~ SCALE 1" = 40' - - 11/22/2016 AS-BUILT REVIEWED: ~ SENIOR CIVIL ENGINEER D D <( ;;!, "C " ~ " ,,::; ? 1------"T'""-----+-----------------------,----------tCD ;';-DESIGNED: DRAWN: FTT FTT BD ~ 1-----------1 16 .._ ______________________________________________________________ o _____ 4_0 ____ 8_0 ____ 1_2_0_....,_N_o_ ....... __ D_ATE __ .._DE_s_c_R1_P11_o_N_o_F_R_Ev_1s_1_0N_s ___________ ..._A_P_P_Ro_VE_D.._ ________ .._c_H_Ec_K_E_D: __ AT..._D_A_TE_i..,3_1._2_0_1_6,__ _____________________ .... s_HE_E_T ___ o_F __ .. J - - R-6057-SCITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-5891 CAMEO SHORES PAVEMENT RECONSTRUCTION CONSTRUCTION NOTESCONSTRUCTION NOTES ROXBURY ROAD PLAN AND PROFILE ROXBURY ROAD STA 0+26 TO 7+00 9 29 THAN TRAN FRANK RECORD DRAWINGS 120 ~ v 110 <C (0 C/l 110 CI) o+oo MILFORD DRIVE "' ,.-; <I' OCl 0 0) +~ /2 1+00 MATCHLINE STA 0+26.60 SEE SHEET 6 4500 9 16SF / / -,.-; N / EXIST. L FT EP PROFILE 0) LO -N 0 - + N N - EXIST. CL PROFILE PROP. CL PROFILE - / / / EXIST. N - 2+00 17 4507 4515 15 9 16SF / / N N N 0 0 --v N / -/ --0 (0 PVI STA: 3+50.00 "'~ PVI ELE I' 132.92 0 (0 <( r 0 -0 ...J z LO -.. N "' w 0 t--"' - t-- "' "' "' <I' LO 0 -0) 0) 0 -"' N N "' "' / "' -OCl "' -"' ci' / CI) "' 0 "' 0 -0 CI) + t--+ "' 0 <D ;t...; -+ "' "' RIGHT EP PROFILE - lO N -- 3+00 4+00 17 " ss ~ s?'~ . 4527 2 32LF ' I I I t--0 "' "' - -0 ,.-; "' 0) "' - FT EP PROFILE -LO 0 -0 OCl 0 + + ;::i "' (0 -0.48% t--(0 N "' EXIST. CL PROFILE PROP. CL PROFILE N lO ,.-; "' LO 0 v "' <C 0,-.. ,-u.J LO '<l' ' (0 - v "' t--0 <I' "' m 0 10 LO (0 '<l' - 0) N "' CD PROTECT IN PLACE G) REMOVE EXIST. AND RECONSTRUCT TYPE "A" PCC CURB & GUTTER PER CNB SID-182-L G) REMOVE EXIST PAVEMENT AND SUBGRADE FOR NEW PAVEMENT (v CONSTRUCT 7-IN FULL DEPTH AC ® REMOVE EXIST. AND RECONSTRUCT 6-IN THICK DRIVEWAY APPROACH TYPE I PER CNB SID-162-L ® REMOVE EXIST. AND RECONSTRUCT 4-IN THICK PCC SIDEWALK PER CNB SID-180-L @) REMOVE AND REPLACE 1'11TH NEW WATER VALVE FRAME AND COVER TO GRADE PER CNB STD-511-L @ REMOVE AND REPLACE 1'11TH NEW SEWER CLEANOUT FRAME AND COVER TO GRADE PER CNB SID-406-L @ ADJUST MANHOLE TO GRADE PER CNB STD-111-L EXIST. RIGHT EP PROFILE 5+00 2 4LF 2 4LF 3 4 5+00 ss ss----ss 4533 4539 2 23LF SCALE 1" = 40' - -- -0 40 80 120 6+00 2 4LF 4600 18' w w ss 4601 I 15 17 2 24LF SCALE: HORIZ: 1"=40' VERT: 1"=4' 7+00 9 40SF These Record Drawings have been prepared based on information submitted, in part, by others. information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, errors or omissions which may have been incorporated into these plans as a result. While this nor for E C 0 "' .;; C'> "' "C vi t--:g (0 a:: " ; C ~ a. "C " C " C a. (0 N I i <( ...J a:: ~ ~ z :::, :::, :::, 0 u C/l u.J [§ Bl 0 u.J :::, <( u C/l [;:; 0 (0 ~ ~ u.J u.J ~ ;;?- o> -~ ii; " " C'> .----.---------.------------------------,,----..----------"T""------------.------------------------------------1~ REVIEWED: ~ 11/22/2016 AS-BUILT NO. DATE DESCRIPTION OF REVISIONS APPROVED 0 0 dA~~£iAA § ~ ] SENIOR CIVIL ENGINEER ~ ~~~~~~~rr-:t ... □_D€E_s~1ciG_N~E~Di:",_~_F;ni[DiD_R~A~WN~~: ~~~;B"'D~,----------------------1-_-_-_-_-_-_-_-_ -_ -_-_-_-_-_i-1i "' ? CHECKED: DATE: AT 3 31 2016 SHEET OF R-6057-SCITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-5891 CAMEO SHORES PAVEMENT RECONSTRUCTION CONSTRUCTION NOTESCONSTRUCTION NOTES ROXBURY ROAD PLAN AND PROFILE ROXBURY ROAD STA 7+00 TO 12+26 10 29 THAN TRAN FRANK RECORD DRAWINGS 130 <( ,... ,... w 130 n co sl' - 0, N n n n 0 -00 0.14% 0.36% ... sl' - I') ... .,.; ... n o;> sl' 0 -0 LO 0 00 r- -n + :::i 00 - "' ... -n "' -- N I') EXIST. LEFT EP PROFILE ,-... - n EXIST. CL PROFILE PROP. CL PROFILE LO LO n 0, ' -• LO "' EXIST. RIGHT EP PROFILE 0 I') I') co N - 0 00 LO 00 0 N n LO c-.i - LO 0, 0, ~ LO -n - <O,... N V1 1-w en oO Wzt.nU.... ,;;I-:i ~ +<'i LO 0 "' -0 00 en ::c t0 N U-C>J ---"' ...-wi--+ ;;, --N f"'")W<(N -ct)~ -tO c-.i "' ... "' - 0, I') .,-, LO 1------1 130 j----+------+-----t-----+-----t-----+-------IF-------F:,__------1:.,;"';._------liii--------l~------l------l I') 7+00 2 4LF 9 32SF 2 4LF 8+00 4LF 2 9 60SF 2 4LF 9+00 10+00 2 4LF 3 4 17 11+00 MATCHLINE STA 12+26.25 SEE SHEET 26 16SF 9 4633 17 30LF 2 - SCALE: HORIZ: 1''=40' VERT: 1"=4' 12+00 SCALE 1" = 40' - - CD PROTECT IN PLACE G) REMOVE EXIST. AND RECONSTRUCT TYPE "A" PCC CURB & GUTTER PER CNB STD-182-L G) REMOVE EXIST PAVEMENT AND SUBGRADE FOR NEW PAVEMENT 0 CONSTRUCT 7-IN FULL DEPTH AC 0 UTILITY BOX TO BE ADJUSTED TO GRADE BY OTHERS ® REMOVE EXIST. AND RECONSTRUCT 6-IN THICK DRIVEWAY APPROACH TYPE I PER CNB STD-162-L ® REMOVE EXIST. AND RECONSTRUCT 4-IN THICK PCC SIDEWALK PER CNB STD-180-L @ REMOVE AND REPLACE l'v1TH NEW WATER VALVE FRAME AND COVER TO GRADE PER CNB STD-511-L @ REMOVE AND REPLACE l'v1TH NEW SEWER CLEANOUT FRAME AND COVER TO GRADE PER CNB STD-406-L @ ADJUST MANHOLE TO GRADE PER CNB STD-111-L These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. E 8 "' "' en "' -c, vi ,-... :g <O °" " ~ 0 ~ a. -c, C: " C: " a. ~ I i <( _, °" !!;! 0 ~ z :::, :::, :::, 0 u (/] w °" 0 :r: (/] 0 w :::, <( u (/) [;:; 0 <O ~ ~ w w gc ~ o> C: ·.::: " " ·"' en r-T----,--------------------,---,---------,-;:R:;:E:--:Vl:::EWE=D:-:-------r---------------------------------1§. 11/22/2016 AS-BUil T 0 0 dA~~~AA § ~ ] SENIOR CIVIL ENGINEER ~ FTT ~~~~~;~,.,.:~1-DID_E:S~IG~N~E~D:=~F~TT~~D~R~A~W~N:--,_-_-_~...:B;Dj-----------------------r-------~i ,._ ______________________________________________________________ ::,□ ___ ....;4:;o;:_ ___ ~so:;:_ ___ 1,:,:2;,,:;o:.,_...1....;No:.; • ..J.._.:D.:..ATE.:.,_.1.:.DE:s::c;.:.R1.:..P.:..11:0N.:..:o.:..F.:.R::E.:.:v1::.s1::.0N.:.:s:.... __________ .,LA.::,P.:,P:.:,Ro::.VE:::::,DL ________ .Lc_H_Ec_K_E_D,_t;,_AT!LD_A_TE~iL3~1~20ll12J6L _____________________ ~s::HE~E;:_T __ _::o::,F __ J§. - - R-6057-SCITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-5891 CAMEO SHORES PAVEMENT RECONSTRUCTION CONSTRUCTION NOTESCONSTRUCTION NOTES FAIRFIELD DRIVE PLAN AND PROFILE FAIRFIELD DRIVE STA 0+26 TO 7+00 11 29 THAN TRAN FRANK RECORD DRAWINGS 1120 I <O ,,., r---~ <O r----N --I!) I!) .... <O a:i en ,,; N a:i a:i --<xi --CD PROTECT IN PLACE ,-: ---0 -- ,,, PVI ELE to118.33 -G) REMOVE EXIST. AND RECONSTRUCT TYPE "A" PCC CURB & GUTTER PER CNB STD-182-L EXI T. LEFT EP PROFI E 124.9 ·v G) REMOVE EXIST PAVEMENT AND SUBGRADE FOR NEW PAVEMENT N>--<fJ 0 CONSTRUCT 7-IN FULL DEPTH AC .... G1=7.41%, G2=0.33% EX ST. CL PROFILE >-w w z / -PVI STA en PR P. CL PROFILE 0 UTILITY BOX TO BE ADJUSTED TO GRADE BY OTHERS -........ u <O a:i r---0 ,,., 0 en ® REMOVE EXIST. AND RECONSTRUCT 6-IN THICK DRIVEWAY APPROACH TYPE I PER CNB STD-162-L + c.:.-O· I!) -® REMOVE EXIST. AND RECONSTRUCT 4-IN THICK PCC SIDEWALK PER CNB STD-180-L 110 / co - / - > ci .35% @) REMOVE AND REPLACE 111TH NEW WATER VALVE FRAME AND COVER TO GRADE PER CNB STD-511-L 0 N L 0 ,,., co N -<O I!) <O @ ADJUST MANHOLE TO GRADE PER CNB STD-111-L -.... N en en a, I!)-.... a:i a, a, --. r---co ----/ .... ,,., ~ ---- > .6 .... ii;w~ N N .... r---0 a:i -.... i,.Cl • "' co --~ N ,-: --0 en st 0 -0 -co N + -0 -0 <O I!) co I!) "' "' "' + en -0 -+ N N N --= st -co + "' XI r.RfGRTil'PRO 110 >---I!) >-w 0 ,,., N + ---- 0 + co <O I!) I!) N .... r---,,; en "' -co .... "' ----N co -- O'.i a:i ---,-: --- ---- r----- 7 0 / "' ~ I!) / r----/ .... - 1-----,110 j----t-----t----~-tf----+-----+-----t-----t-----+-----+-----l-----l-----l-------jl-------j-------4-------4---l / I!) I!) o+oo 1+00 MATCHLINE STA 0+26.25 SEE SHEET 6 4507 9 36SF 2+00 17 4515 2 24LF 9 16SF 4 3 3+00 --= 2 4LF 2 4LF 9 40SF 4+00 -- 15 7 5+00 5+00 I I I ' 6+00 17 6+00 7+00 0 0 0 0 +N r---~ 18' 7 <(1-- SCALE: HORIZ: 1"=40' VERT: 1"=4' E C u=, m r--- .:::::. r---~ N 0 c> ,. -0 en r--- -----ss ---+---w 'II 55 ----s5 ----55 1--w w_s; C/J~ 8'.-_55 (/) :g <O "" " ------== ss ' I I I 32S 9 2 9 32SF 26LF 4539 9 120SF 220SF SCALE 1" = 40' - - • 4545 24SF 9 9 24SF w zw _JW :r: (/) u I-<( 2 These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. ~ e a. -0 C: C C: C a. ~ I i :5 "" ~ 0 ~ z ::::, :::, ::. 0 u (/) w "" 0 :r: (/) 0 w :::, < u (/) G:; 0 <O ~ ~ w w g: ~ "' C: ·.::: " " ·"' "' r-T----,--------------------,---,---------,-;:R:;:E:--:Vl:::'.EWE=D:-:-------r---------------------------------1~ Ll::, 11/22/2016 AS-BUILT FTT 0 0 dA~~/AAA § ~ ] SENIOR CIVIL ENGINEER ? t-;::;==:::--.-::==----+-----------------------..---------l[Il DESIGNED: DRAWN: ~ m BD ro ~--------Ii> .._ ______________________________________________________________ ::,o ___ ....;4::o;:_ ___ :;::B0:;:_ ___ 1.:,:2;,:;o:.,_...1....;No:.;·...1.._,:D;,;ATIE.:.,_.1..:DE:s::c;.:.RI:;_P;,;TI:0N.:..:o::..F.:.R::E.:.:V1:sI,:0N.:.:s:.... __________ .,LA.::,P.:,P:.:,Ro::.v:::E:DL ________ .Lc_H_Ec_K_E_D=_t;,.AT!LD_A_TE.l3L3ll1L2~0ll12J6L _____________________ L:s'.:HE~E;:_T __ _::o::_F __ J§ - - R-6057-SCITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-5891 CAMEO SHORES PAVEMENT RECONSTRUCTION CONSTRUCTION NOTESCONSTRUCTION NOTES FAIRFIELD DRIVE PLAN AND PROFILE FAIRFIELD DRIVE STA 7+00 TO 13+75 12 29 THAN TRAN FRANK RECORD DRAWINGS CD PROTECT IN PLACE G) REMOVE EXIST. AND RECONSTRUCT TYPE "A" PCC CURB & GUTTER PER CNB STD-182-L G) REMOVE EXIST PAVEMENT AND SUBGRADE FOR NEW PAVEMENT 0 CONSTRUCT 7-IN FULL DEPTH AC 0 UTILITY BOX TO BE ADJUSTED TO GRADE BY OTHERS 1----------------,f------t------+------+-------+-------+----~d:~ EET EP PROFU'+------+---------l------+-----+------+---------1--------1 ® REMOVE EXIST. AND RECONSTRUCT 6-IN THICK DRIVEWAY APPROACH TYPE I PER CNB STD-162-L ® REMOVE EXIST. AND RECONSTRUCT 4-IN THICK PCC SIDEWALK PER CNB STD-180-L 121 " m --- -.... -en .... w Wz ~~a .;-a, t::j<+ m -121 m 0 0 N 121 N U) m m -- 7+00 0 0 0 0 :::: + "' r-r---- W<( 0 ,_Q't\ Wr- IC/l w (/) w Wz w __J. (/):r: u r-<( 2 2 36LF 9 16SF .;- 8+00 15 I I I 8+00 ss 18' O _ll • • 4607 ' m 0 0 N I!) N N N N 17 I I I ' I 15 m 0 0 N "' 0 0 m - <D I!) 0 N - I!) <D N - N 0 N 9+00 4675 9 40SF - ID m EXI . RIGHT EP PROFI E 10+00 4621 ...__ I I I I ~ "' m I!) "' 0 0 m m ---0.34% I!) 0 <D 0 N Ol - U) .;---- 11+00 4 3 I I I \. 120 1+00 M Iii ,,.-ss ss ' 4633 17 0 ID + m 12+00 12+00 I -rl~ HI "' M ss ss ss I I 4639 I I SCALE 1" = 40' I!) 0 "' - I!) - <D ID --- "' - -- ----,1-1-83 "' ~ . >-w ~ Cf) LL.J ....J IL) I::cui .:;,+20-1 "I'-w>-+ " w_§~ ~ ' f 1-1·83 m -0 ID m ~ I I I I cxi 13+00 MATCHLINE STA 13+75.50 SEE SHEET 26 18' I I I I 13+00 4645 ,. :p, 9 40SF -!+1·83 m -(Xl - SCALE: HORIZ: 1 "=40' VERT: 1"=4' 14+00 Cl @ REMOVE AND REPLACE l'v1TH NEW WATER VALVE FRAME AND COVER TO GRADE PER CNB STD-511-L @ ADJUST MANHOLE TO GRADE PER CNB STD-111-L These Record Drawings have been prepared based on information submitted, in part, by others. information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, errors or omissions which may have been incorporated into these plans as a result. While this nor for E 0 u'i "' " .::::_ r---~ N 0 o> "' -0 vi r---:g "' °" " ~ 0 ~ a. -0 C: 0 C: 0 a. ~ I i <C _, °" ~ ~ z :::, :::, :::, 0 u Cf) w [§ :r: "' 0 w :::, <C u "' [;:; 0 "' ~ ~ w w gc ~ o> C: ·.::: " " ·" o> ..----,--------,-------------------------,,----..-----------r------------,------------------------------------1~ REVIEWED: ~ 11/22/2016 AS-BUILT FTT 0 0 dA~~~AA § ~ ] SENIOR CIVIL ENGINEER ~ - - ill ~~~~~;~r:t ... □_DE~S~IG~N~E~D;-,_~_F;TT~cD~R~A~WN~== ==~B;□j-----------------------l~~~---_-_-_-_-_-_-_-_-_-_i-lt - -0 40 80 120 "' ? NO. DATE DESCRIPTION OF REVISIONS APPROVED CHECKED: DATE: AT 3 31 2016 SHEET OF R-6057-SCITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-5891 CAMEO SHORES PAVEMENT RECONSTRUCTION CONSTRUCTION NOTESCONSTRUCTION NOTES ORRINGTON ROAD PLAN AND PROFILE ORRINGTON ROAD STA 0+26 TO 7+00 13 29 THAN TRAN FRANK RECORD DRAWINGS 100 ~ Ill c--l 100 ~ Ill N N. <O 100 rn o+oo ~ ,-... I 1 -N Q:: N a a 0:: 0 L,_ .._/ -~ 3' I V) en en en / / / / r,) r,) rn r,) rn / "" r,) N rn /2 / / / / "' 1+00 MATCHLINE STA 0+26.62 SEE SHEET 5 4501 / / 0 Ill Ill ,-... .o r,) "1 rn Ill g -- "" + - / 9 40SF 9 134SF 9 16SF 9 40SF 8 160SF N 0 rn + 0 N Ill 0 N N -0 - / 2+00 2 24LF 0 0 - ' ' ' ' 0 "" 0 -N 0 0 0 -q 0 0 r,) "" + + N + N N -0 .,.; 4515 17 9 16SF Ill r,) 3+00 3+00 0 si= - "" 0 - -N 0 4 3 ss----ss---- • 2 4LF 9 48SF r,) 0 - - r,) 0 4+00 4+00 w ,0----SS • 4527 "" 0 - -0 (X) , "" + 0 .. 0.30% si= - ,,. "" 0 - 5+00 s+oo I 'N w I ss----ss i - • 4533 0 + Ill 17, ' ' ' ' ' ' r,) si= 0 = 0 - <O N -Ill 0 0 ,-... rn si= si= 0 - 6+00 10 6+00 ~~w -ss :::::---.._ ss 4539 r,) 0 tri 0 N Ill + Ill <O - "" 0 - Ill -Ill 0 SCALE: HORIZ: VERT: 7+00 18' 9 18SF 1"=40' 1"=4' CD PROTECT IN PLACE (2) REMOVE EXIST. AND RECONSTRUCT TYPE "A" PCC CURB & GUTTER PER CNB SID-182-L G) REMOVE EXIST PAVEMENT AND SUBGRADE FOR NEW PAVEMENT (D CONSTRUCT 7-IN FULL DEPTH AC (j) UTILITY BOX TO BE ADJUSTED TO GRADE BY OTHERS ® REMOVE EXIST. AND RECONSTRUCT 6-IN THICK DRIVEWAY APPROACH TYPE I PER CNB SID-162-L ® REMOVE EXIST. AND RECONSTRUCT 4-IN THICK PCC SIDEWALK PER CNB STD-180-L @ REMOVE AND REPLACE l'ilTH NEW WATER VALVE FRAME AND COVER TO GRADE PER CNB STD-511-L @ ADJUST MANHOLE TO GRADE PER CNB STD-111-L These Record Drawings hove been prepared based on information submitted, in port, by others. information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, errors or omissions which may hove been incorporated into these plans as a result. While this nor for ~ .,. 0 -c, -" E 0 '° .;; en "' -c, vi ,-... :8 <D "" " ; e a. -c, C 0 C 0 a. <D N I t <C _, "" ~ 0 ~ z ::, ::::, ~ u en w "" 0 Bl 0 w ::::, <C u en ,-... "' 0 <D ~ ~ w w ~ ~ o> -~ 16 " C en .----.---------.------------------------,,----r----------"T""------------.------------------------------------1" ~ SCALE 1" = 40' - - REVIEWED: ~ SENIOR Cl~L ENGINEER D D <C :;!-- al ~ 0 .,::; ? 1-------,------+-------------------------,-----------ICD ~ DESIGNED: DRAWN: 11/22/2016 AS-BUILT FTT FTT BO ~ 1----------116 .._ ______________________________________________________________ o _____ 4_o ____ s_o ____ 1_2_0_....,_N_o_ ....... __ D_ATE __ .._DE_s_c_R1_P11_o_N_o_F_R_Ev_1_s1_0N_s ___________ ..._A_P_P_Ro_VE_□.._ ________ .._c_H_Ec_K_E_□= __ AT..._0_A_TE_i_3_1._2_0_1_6,__ _____________________ .... s_HE_E_T ___ o_F __ .. ffe-- - R-6057-SCITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-5891 CAMEO SHORES PAVEMENT RECONSTRUCTION CONSTRUCTION NOTESCONSTRUCTION NOTES ORRINGTON ROAD PLAN AND PROFILE ORRINGTON ROAD STA 7+00 TO 14+57 14 29 THAN TRAN FRANK RECORD DRAWINGS EXIST LEFT EP PROFILE "1 v "1 v 0 -<D <D <D -(X) "1 0 0 0 "1 -I() 0 --0 EXIS CL PROFILE 100 PROP CL PROFILE (X) 0 (X) 0 "1 (X) 0 I() +m v 0 N 0 I() 0 (X) Ol 0 0 -+<0 I() -0 Ol 0 (X) I() <D 0 0) " 0 Ol ' . 0 LO , I() + 0 0 0) -----0 -0 + LO + LO + LO 0 N + +a (X) (X) ----N 0 0 -. 3t)-,07 --0.34% ---v 0 --I() ----I() v I() v "1 " v 0 <D " N -Ol -- LO LO 0 0 0 0 <D <D LO I() 0 -0 0 "1 -0 0 1-----1 100 1------+-------+-----+-------+-----+------+-----+------+-----+------+-----l-------+-----1-------+--------11------+---+ EXIST RIGHT EP PROFIL <D -<D v -<D 0 0 0 "1 I() <D <D <D ID v 0 v -I() 0 0 0 I() I() N ID -0 -0 LO I() 0 ---0 0 "' ' -- 1----1 100 1-----+-----+----+------+-------11-----+-----+-----+------+-----1-----+-----+-----+------+-----1-----+---Ho 7+00 0 0 0 !'00 ~+ r- 1-W<C 0 Wl-:J:t/l w t/lw wz w- t/):i 4545 u I- <( ::;;;;: 8+00 15 w ss ss 4601 9 190SF 17 2 25LF 9+00 4607 ' I I I I I 8 212SF 9 32SF 84SF 9 4615 8 145SF 4LF 2 10+00 9 20SF 11+00 ' 4621 2 4LF 9 32SF 2 5LF 17 4 3 4627 12+00 ss 4633 'W ·.:• Ii! I I I I 15 13+00 13+00 w I - ss ss fl> 4639 18' w-1~s I I I I I 14+00 MATCHUNE STA 14+56.92 SEE SHEET 26 w ' 4645 17 2 44LF SCALE: HORIZ: 1 "=40' VERT: 1"=4' 0 15+00 CAMEO SHORES ROAD SEE SHEET 26 CD PROTECT IN PLACE G) REMOVE EXIST. AND RECONSTRUCT TYPE "A" PCC CURB & GUTTER PER CNB SID-182-L G) REMOVE EXIST PAVEMENT AND SUBGRADE FOR NEW PAVEMENT (v CONSTRUCT 7-IN FULL DEPTH AC ® REMOVE EXIST. AND RECONSTRUCT 6-IN THICK DRIVEWAY APPROACH TYPE I PER CNB SID-162-L ® REMOVE EXIST. AND RECONSTRUCT 4-IN THICK PCC SIDEWALK PER CNB SID-180-L @ REMOVE EXIST. & CONSTRUCT PCC CURB ACCESS RAMP PER DETAIL ON SHEET 4 AND APPLICABLE PORTIONS OF CNB SID-181-L-A-D @) REMOVE AND REPLACE 1'11TH NEW WATER VALVE FRAME AND COVER TO GRADE PER CNB STD-511-L @ ADJUST MANHOLE TO GRADE PER CNB SID-111-L These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. E " '° "' " .::::_ r--~ N 0 en "' -c, vi " :g <O °" " ~ 0 ~ a. -c, C: " C: " a. ~ I i <( _, °" !!;! 0 ~ z :::, :::, :::, 0 u en w °" 0 :r: en 0 w :::, <( u en [;:; 0 <O ~ ~ w w gc ~ o> C: ·.::: " " ·" en .----.------.----------------------.----..-----------,------------.----------------------------------1~ REVIEWED: ~ SCALE 1" = 40' 11/22/2016 AS-BUILT FTT - - 0 0 dA~~~AA § ~ ] SENIOR CIVIL ENGINEER ~ ~~~~~;~r:t ... □_DE~S~IG~N~E~D;-,_~_F;T;TJ""D~R~A~WN~== ==~B;Dj-----------------------l~~~---_-_-_-_-_-_-_-_-_-_i-lt .._ ______________________________________________________________ o _____ 4_o ____ s_o ____ 1_2_0_....,_N_o_ ....... __ D_ATE __ .._DE_s_c_R1_Pn_o_N_o_F_R_Ev_1s_1_0N_s ___________ ..._A_P_P_Ro_VE_D.._ _________ c_H_Ec_K_E_D: __ AT..._D_A_TE_i..,3_1._2_0_1,_6,._ _____________________ .... s_HE_E_T ___ o_F __ _.3-- - R-6057-SCITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-5891 CAMEO SHORES PAVEMENT RECONSTRUCTION CONSTRUCTION NOTESCONSTRUCTION NOTES TREMONT LANE PLAN AND PROFILE TREMONT LANE STA 0+26 TO 7+00 15 29 THAN TRAN FRANK RECORD DRAWINGS 90 80 80 80 ----~ <D / rep;' nn nn -n"l-kTA• en / 'pv1 ELE ~ 90.45 c:::, / I-. 125.1 Q' vc ' G1=7.21%, G2=0.27% / l!J / 00_ -~ :::: / c.o Q + / <D u:> "'~N> -N 0 / "' c "' N v>w 00 ' ' / °' IX) / 0 -/ ~ l!l v r-..'. 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AND RECONSTRUCT 4-IN THICK PCC SIDEWALK PER CNB STD-180-L @) REMOVE AND REPLACE ~TI-I NEW WATER VALVE FRAME AND COVER TO GRADE PER CNB STD-511-L @ ADJUST MANHOLE TO GRADE PER CNB STD-111-L These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. "' > 0 "O .c E 0 "' Ol "' ,. "O en r---"' 0 "' 0:: " "' I:' Q_ "O C: 0 C: 0 0:: "' N I :z-<C ..J 0:: "!;! 0 ~ z ::::, "' "' 0 u ~ 0:: 0 :r: "' 0 w "' <( u "' r---"' 0 "' ? ~ w w ; "' C: C: ~ C: "' ,---,------,----------------------,----,,-----------.------------.----------------------------------1~ REVIEWED: ~ ~i\\\ESSJg,f. 0 "'t ~ ~ ._ ""' ---fr',; = :::; No. 2 5 ~ dZ" ,.,.Exp.1. r A-1-"-,...., * ~u r:::,/ 'VI & 11/22/2016 AS-BUILT FTT :,,-,v '· ,¾~ 1----+------+--------------------+------1 ~or c~\.\I.~ NO. DA TE DESCRIPTION OF REVISIONS APPROVED 0 0 ~~ 1 SENIOR CIVIL ENGINEER ? t------,------+-------------------------,---------1"' DESIGNED: DRAWN: .? FTT BD E DATE: 1----------1~ AT 3/31/2016 SHEET OF 3,-CHECKED: R-6057-SCITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-5891 CAMEO SHORES PAVEMENT RECONSTRUCTION CONSTRUCTION NOTESCONSTRUCTION NOTES TREMONT LANE PLAN AND PROFILE TREMONT LANE STA 7+00 TO 14+36 16 29 THAN TRAN FRANK RECORD DRAWINGS CD ~ + N N "' N ~ "' N N Ol Ol "' "' 90 (Xl ~ 0 0 CD "' "' + 0 "' 0 0 "' -0 N +"' + "' ' + N Ol (Xl Ol (Xl Ol Ol Ol ~ ~ + ~ (Xl "' ~ ~ ~ N "' "' N N Ol (J) Ol "' (J) Ol 90 "' 0 N -N "' N CD N N N N Ol "' "' Ol 90 "' 7+00 8+00 9+00 10+00 17 8+00 ss 18' ' 4601 4607 4675 2 16LF 9 60SF 9 16SF EXIST. L FT EP PROFILE 0 "' EXIST. C PROFILE PROP. C PROFILE 0 + st: 0 N el, -Ol -(J) - CD + (J) "' EXIST. RIGHT EP PROFILE "' "' 2 4LF I I I I 4621 .. (Xl - 11+00 4 3 0 N "' 0 N -Ol - "' -N "' CD "' 4627 0 0 Ol + N - 0.36% N - N + -Ol 12+00 12+00 w ss ss ' 4633 SCALE 1" I I I I ' I = 40' 0 "' Ol 0 -+...: ~ CD N -(J) 18' w B' C> ' I I I I I ' - -- -0 40 80 120 0 -Ol 0 + + Ol CD "' N -"' 13+00 I I I I I 13+00 -t w ss fl> "' N 0 CD + Ol + + ci + "' -"' 0 Ol 14+00 MATCHLINE STA 14+35.66 SEE SHEET 24 14+00 I w '?." ss Cl I I I I ' 2 14LF Ol (Xl SCALE: HORIZ: 1 "=40' VERT: 1 "=4' 0 0 I I I I I ' I I I I 3,----, I I I I I I ' I I I I I ' I I I I I ' I I I I I I ' CAMEO SHORES ROAD SEE SHEET 25 CD PROTECT IN PLACE (2) REMOVE EXIST. AND RECONSTRUCT TYPE "A" PCC CURB & GUTTER PER CNB SID-182-L G) REMOVE EXIST PAVEMENT AND SUBGRADE FOR NEW PAVEMENT (D CONSTRUCT 7-IN FULL DEPTH AC (j) UTILITY BOX TO BE ADJUSTED TO GRADE BY OTHERS ® REMOVE EXIST. AND RECONSTRUCT 6-IN THICK DRIVEWAY APPROACH TYPE I PER CNB SID-162-L ® REMOVE EXIST. AND RECONSTRUCT 4-IN THICK PCC SIDEWALK PER CNB STD-180-L @ REMOVE AND REPLACE l'v1TH NEW WATER VALVE FRAME AND COVER TO GRADE PER CNB STD-511-L @ ADJUST MANHOLE TO GRADE PER CNB STD-111-L These Record Drawings have been prepared based on information submitted, in port, by others. information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, errors or omissions which may hove been incorporated into these plans as o result. While this nor for E " N "' .;; "' "' -c, vi r--:g <O °" " ; 0 ~ a. -c, " " " " a. <O N I i <C _, °" ~ ~ z :::, :::, ~ u u, w [§ Bl 0 w :::, <C u u, [;:; 0 <O ~ ~ w w ~ ~ o> -~ ii; " " "' .----.---------.------------------------,,----r----------"T""------------.------------------------------------1~ REVIEWED: ~ 11/22/2016 AS-BUILT FTT NO. DATE DESCRIPTION OF REVISIONS APPROVED 0 0 dA~~/AAA § ~ ] SENIOR CIVIL ENGINEER ? 1-------,------+-------------------------,----------tCD DESIGNED: DRAWN: ;';- ~ 1----------116 ~ 3- FTT BD CHECKED: DATE: AT 3 31 2016 SHEET OF R-6057-SCITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-5891 CAMEO SHORES PAVEMENT RECONSTRUCTION CONSTRUCTION NOTESCONSTRUCTION NOTES GORHAM DRIVE PLAN AND PROFILE GORHAM DRIVE STA 0+26 TO 7+00 17 29 THAN TRAN FRANK RECORD DRAWINGS 70 -,,., I{) <D 70 "' <J> Wz w_, VlUL[)N I-N ,• uJ <D <J> "" 0 70 <D o+oo II / / / D I{) <Xl D ,..._ .,-'--<8 N • + ---> "' <.D ,-.. 6 ..- "' + -- / / / <Xl I{) 1+00 MATCHLINE STA 0+26.73 SEE SHEET 5 4501 9 70SF 9 BOSF ,..._ a, N ,..._ ,..._ I{) N ,..._ D 6 <D + / 507 -,,.. D 125.00' D N D T ,-.. N ~ N N I{) I{) "' ,..._ "' ,-.. ,-.. 6 D a, + D <Xl + N ~ + / D LO ,-.. 2+00 17 l:'XIST. 1:'rTC:P-PR Orit i: ___,- N ui <D ,-.. !:'XIS· Lf'ROfl D PRO~-PROflt:c I{) ui ,-.. -+ "' EXI S-T. 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AND RECONSTRUCT 4-IN THICK PCC SIDEWALK PER CNB SID-180-L @) REMOVE AND REPLACE 1'11TH NEW WATER VALVE FRAME AND COVER TO GRADE PER CNB STD-511-L @ ADJUST MANHOLE TO GRADE PER CNB SID-111-L These Record Drawings have been prepared based on information submitted, in port, by others. information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, errors or omissions which may have been incorporated into these plans as a result. While this nor for E C N "' .;; "' "' -c vi ,..._ :g <O °" " ; C ~ a. -c C C C C a. <O N I i <C _J °" ~ ~ z :::, "" "" D u <J> uJ [§ Bl D uJ "" <C u <J> [;:; 0 <O ~ ~ uJ uJ ~ ;;?- o> -~ ii; " C "' .----.---------.------------------------,,----r-----------r-------------,------------------------------------1~ REVIEWED: ~ SCALE 1" = 40' - - 11/22/2016 - -0 40 80 120 NO. DATE S-BUILT FTT DESCRIPTION OF REVISIONS APPROVED 0 0 dA~~£iAA § ~ ] SENIOR CIVIL ENGINEER ~ ~~~~~~~rr-:t ... □_D€E_s~1ciG_N~E~Di:":_~_F;ni[DiD_R~A~WN~~: ~~~;B'"'D~l----------------------1-_-_-_-_-_-_-_-_ -_ -_-_-_-_-_i-1i "' ? CHECKED: DATE: AT 3 31 2016 SHEET OF R-6057-SCITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-5891 CAMEO SHORES PAVEMENT RECONSTRUCTION CONSTRUCTION NOTESCONSTRUCTION NOTES GORHAM DRIVE PLAN AND PROFILE GORHAM DRIVE STA 7+00 TO 14+15 18 29 THAN TRAN FRANK RECORD DRAWINGS EXIST. LEFT EP ROFILE CD PROTECT IN PLACE (2) REMOVE EXIST. AND RECONSTRUCT TYPE "A" PCC CURB & GUTTER PER CNB STD-182-L <D G) REMOVE EXIST PAVEMENT AND SUBGRADE FOR NEW PAVEMENT co "' "' N D (D CONSTRUCT 7-IN FULL DEPTH AC r--,...: 00 00 a:i co -D st ,...: r--r--r--,...: st N r--00 ® REMOVE EXIST. AND RECONSTRUCT 6-IN THICK DRIVEWAY APPROACH TYPE I PER CNB STD-162-L " ,...: ,...: r--r--r--"' ® REMOVE EXIST. AND RECONSTRUCT 4-IN THICK PCC SIDEWALK PER CNB STD-180-L EXIST. CL PROFI E @) REMOVE AND REPLACE 1'11TH NEW WATER VALVE FRAME AND COVER TO GRADE PER CNB STD-511-L 70 @ ADJUST MANHOLE TO GRADE PER CNB STD-111-L PROP. CL PROFI E D "' D (J) D st +""= "' N D .,., D D D D -"' (J) r--D +r--+ 00 -" D r---,...: + ,...: + "1 D .,., "' "' r--r--co r----r---r--N + -r--! r--.35% r--.,., ' --r-- "' <D "' <D "' st "' r--"' N "' "' D ,...: 00 co r--r--r--r--00 00 a:i <D "' "' r--r--r--r--N r--r--r--r--st ' r-- 70 EXIST. RIGHT EP ROFILE "' D 00 00 N (J) a:i 00 ll'.l r--<D -D r--r--r--r--r--,...: ,...: "' N N -,~ ' ; -r--r--r--r--r--<D 1-------1 70 1-----+------+-----t------+-----t-------+-------11-------+--------1------+-------t-----+-------t-----+------+------------, 7+00 0 0 0 ,...._o ~+ f--,...._ W<( Wf-- I(IJ (/) ss w Wz w-(/) __J I ~ <( 2 15 I I I I 8+00 s+oo 9+00 18' W-w ss -------;;;;,: :_i..,a~· _,..... __ ss ·i, -----.:. 9+oo W-- ss 4601 17 4807 10+00 w 10+00 ss w • 4615 9 16SF 2 19LF I ~ 4 3 11+00 11+00 1 ·~~1-~...-= ::\:::::55 ----~ ss. ' 4627 4621 17 2 25LF I I I ' 12+00 13+00 ' ..,;, ___,,,.1 ' I I I I -' MATCHLINE STA 14+14.60 SEE SHEET 25 13+00 12+00 W W =-1-~ ----SS _µ.t>----SS ss----ss 15 I I I I ' I 2 28LF ' I I I I I ' 17 2 28LF 14+00 0 15 SCALE: HORIZ: 1 "=40' VERT: 1"=4' CAMEO SHORES ROAD SEE SHEET 25 These Record Drawings have been prepared based on information submitted, in part, by others. information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, errors or omissions which may have been incorporated into these plans as a result. While this nor for " ·;;: " 'O ..0 E " N "' "' "' "' 'O vi r--~ "' "' ., ~ 0 ~ a. 'O C: " C: " a. ~ I i :5 "' !!;! D ~ z ::, :::, :::, D u en w "' D :,: en D w :::, <( u en r--"' 0 "' ;;S- ~ w gc ;;.l, o> C: ·.::: ., ., ·" "' .----.---------.------------------------,,----r----------"T""------------.------------------------------------1~ REVIEWED: ~ SCALE 1" = 40' 0 0 <( ;:;- ANDYN,RCE63670 ] SENIOR Clv1L ENGINEER t 1-------,------+-------------------------,-----------ICD fil 11/22/2016 AS-BUILT FTT DESIGNED: FTT DRAWN: BD i .._ ______________________________________________________________ o _____ 4_o ____ s_o ____ 1_2_0_....,_N_o_ ....... __ D_ATE __ .._DE_s_c_R1_Pn_o_N_o_F_R_Ev1_s1_0N_s ___________ ..._A_P_P_Ro_VE_D.._ ________ .._c_H_Ec_K_E_D: __ AT..._D_A_TE_3..,3_1._2_0_1_6,__ _____________________ :=s-H-E=E=T=====O=F=====i - -- - R-6057-SCITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-5891 CAMEO SHORES PAVEMENT RECONSTRUCTION CONSTRUCTION NOTESCONSTRUCTION NOTES PERHAM ROAD PLAN AND PROFILE PERHAM ROAD STA 0+26 TO 7+00 19 29 THAN TRAN FRANK RECORD DRAWINGS --- ---/ r. 60 ~+00.00 /."'. STA: ,. -· ~'. v ' " / '~5-0 ~ a, , N ~· ~ ~c= ~~ " <A.o/ / co I[) / , , I[) 0 L N IO _,,, I[) ,~ + I[) 0 N / ±, 0 , <D --N' in I[) ,,....~ ..-~ -· ..... Ji N I"').....: l.{) il'l ~ I[) -'-.~ cxi co 50 LO :-: > ...... ,., / ~ ,:c >W rn ,;, ~ co 6 ..-/ <O N <D ·-' N ,,, -' -' "'Z I[) .;;; C? --"' <D ,__, . cxi ,-<D <D N N + ~ _, -N ~ 0 -' 0 r--<:,,';_,,,'' ,;:; LO in ro '+ ,:::, N I[) -~-I[) "' co ·c ,, u'i r--6 '° / I[) cj ' " + --- "' ..-/ ., 0 + ,,..; I[) ' . . -o"' / a,. '1 ' -----rw-----....,v N ----,n ---- ,_ 50 / -I[) 0 / ...., -7 e / S' , / ., r--,, ~ / / / F" / I[) / "2, / / / / ,,,- 50 / -,n / ~ -I[) ~ ~ o+oo 1+00 2+00 '!l r--..ji :..---~ \ MATCHLINE STA 0+26.70 ,,,_..,,. If( ,\~ SEE SHEET 5 t:1--11ll:"'r~...,__,_-t-...---i '~ "' '·: ~ a .;,;_ IA I I I -I -- <l: -0 n::: ,", Of I .. , ' ~ /" ' , , ' , 4501 I 4507 I I 2 5LF 2 3LF 2 6LF / "XISr:-t :::Fr,:P-PROFICc I -- ;;;-"' <.O .,... N <D <O ~ N <O -e - ft-;cxr_, , . '" ~R'OflLt :'."" 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AND RECONSTRUCT TYPE "A" PCC CURB & GUTTER PER CNB STD-182-L @ REMOVE EXIST PAVEMENT AND SUBGRADE FOR NEW PAVEMENT G) CONSTRUCT 7-IN FULL DEPTI-1 AC (j) UTILITY BOX TO BE ADJUSTED TO GRADE BY OTHERS ® REMOVE EXIST. AND RECONSTRUCT 6-IN TI-IICK DRIVEWAY APPROACH TYPE I PER CNB STD-162-L ® REMOVE EXIST. AND RECONSTRUCT 4-IN THICK PCC SIDEWALK PER CNB STD-180-L @ REMOVE AND REPLACE W1TI-I NEW WATER VALVE FRAME AND COVER TO GRADE PER CNB STD-511-L @ ADJUST MANHOLE TO GRADE PER CNB STD-111-L These Record Drawings have been prepared based on information submitted, in part, by others. information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, errors or omissions which may have been incorporated into these plans as a result. wihile this nor for "' ·;;: C 'C .a r-- .:::::. r--~ N 0 en ,. 'C en r--g <O "" ., ~ e CL 'C C: C C: C CL ~ t ::s "" ~ ~ z ::::, :::, ::. 0 u V) w "" 0 :,: V) 0 w :::, <( u V) :;:; 0 <D ;;,- ~ w w gc ;;3- o> C: ·.::: ., ., -'= o> ....-----,-------,-------------------------,------,....------------,--------------,------------------------------------1~ REv1EWED: - 11/22/2016 AS-BUILT FTT NO. DATE DESCRIPTION OF REVISIONS APPROVED 0 0 <( ~ ANDYTN,RCE63670 ~ SENIOR CIVIL ENGINEER ? 1-------,------+-------------------------....-----------t[D DESIGNED: DRAWN: ;;;- CHECKED: FTT BO 1----------t i AT DATEj/31/2016 SHEET OF ;3- R-6057-SCITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-5891 CAMEO SHORES PAVEMENT RECONSTRUCTION CONSTRUCTION NOTESCONSTRUCTION NOTES PERHAM ROAD PLAN AND PROFILE PERHAM ROAD STA 7+00 TO 13+93 20 29 THAN TRAN FRANK RECORD DRAWINGS 60 (J) CD 0 N • (J) LO "' r--<O CD -"' "" N "" lO lO 60 60 7+00 18' EXIST. LEFT EP PROFIL -r--m "' "' - <D <D "" CD (J) .,: r-- iO EXIS . 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AND RECONSTRUCT TYPE "A" PCC CURB & GUTTER PER CNB STD-182-L G) REMOVE EXIST PAVEMENT AND SUBGRADE FOR NEW PAVEMENT (v CONSTRUCT 7-IN FULL DEPTH AC 0 UTILITY BOX TO BE ADJUSTED TO GRADE BY OTHERS ® REMOVE EXIST. AND RECONSTRUCT 6-IN THICK DRIVEWAY APPROACH TYPE I PER CNB STD-162-L ® REMOVE EXIST. AND RECONSTRUCT 4-IN THICK PCC SIDEWALK PER CNB STD-180-L @ REMOVE AND REPLACE 1'11TH NEW WATER VALVE FRAME AND COVER TO GRADE PER CNB STD-511-L @ ADJUST MANHOLE TO GRADE PER CNB STD-111-L These Record Drawings have been prepared based on information submitted, in part, by others. information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, errors or omissions which may have been incorporated into these plans as a result. While this nor for E 0 N "' .;; r-- .::::. r--~ N 0 en ;. -c, vi r--:g <O "" " ~ e a. -c, C 0 C 0 a. <O N I i <C _, "" ~ 0 ~ z ::, ::::, ~ u u, w "" 0 Bl 0 w ::::, <C u u, r-- "' 0 <O 3,- ~ w w ~ ';'-- en .E 16 " C "' .----.---------.-----------------------.----..-----------r-------------.------------------------------------1" ~ REVIEWED: ~ SENIOR CIVIL ENGINEER D D <C ;;!-- al ~ 0 .,::; ? 11 ;22;2016 As-BUILT Fn ~~~~~!~,:.. l□D~8E_s~1G~N~EDD~-=-~'-F~n1l+c-DiRR_A:A_WN~~,~~~~sa.a..iDj----------------------T ... -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ i-lf .._ ______________________________________________________________ o _____ 4_o ____ s_o ____ 1_2_0_....,_N_o_ ....... __ D_ATE __ ,._DE_s_c_R1_Pn_o_N_o_F_R_Ev_1s_1_0N_s ___________ ..._A_P_P_Ro_VE_D,._ _________ c_H_Ec_K_E_D, __ AT...._D_A_TE_i_3_1._2_0_1_6,__ _____________________ .... s_HE_E_T ___ o_F __ _.3-- - R-6057-SCITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-5891 CAMEO SHORES PAVEMENT RECONSTRUCTION CONSTRUCTION NOTESCONSTRUCTION NOTES CAMDEN DRIVE PLAN AND PROFILE CAMDEN DRIVE STA 0+27 TO 7+00 21 29 THAN TRAN FRANK RECORD DRAWINGS 40 40 40 MILFORD DRIVE SEE SHEET 5 ;::::,--.,_ <D ~ o+oo - / ~ <O ,.: ~ -0 "' "' + tri 0 ; / / -, 5! 8:' -~ !:::; --:: f-+,;"-, ::::, 0 -II I II X <( w f-_J -v,_ / ~ 00 '2 ~ --- <O "' <O "' N tri / -, tO ~ / ..; "' ,, / , / / :::-, ~ / ,..; ::;, -tO + -tO <-5\ ~:11;,? 0 o:i / + / / r- / ..... .., C, / / / / / ,..._ - / xi ~ 1+00 ----,,.,---PVI STA: -, t VI -. ~ ,vv. / ~ ..,. - -, ~ V ·v.v~, / , - ' tO :!. 0 0 "' ~ 0 ,.: N > --~ ? w,y ..,. // ~ ~ --,.: -,,,./ .:'., 0 -"' N <O ~ -<O ' r---"' ~ tri ..,. 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SCALE: HORIZ: VERT: 7+00 ~ G[J- G[J- 1"=40' 1"=4' 8+00 CD PROTECT IN PLACE (2) REMOVE EXIST. AND RECONSTRUCT TYPE "A" PCC CURB & GUTTER PER CNB STD-182-L G) REMOVE EXIST PAVEMENT AND SUBGRADE FOR NEW PAVEMENT (D CONSTRUCT 7-IN FULL DEPTH AC ® REMOVE EXIST. AND RECONSTRUCT 6-IN THICK DRIVEWAY APPROACH TYPE I PER CNB STD-162-L ® REMOVE EXIST. AND RECONSTRUCT 4-IN THICK PCC SIDEWALK PER CNB STD-1 BD-L @) REMOVE AND REPLACE Vv1TH NEW WATER VALVE FRAME AND COVER TO GRADE PER CNB STD-511-L @ ADJUST MANHOLE TO GRADE PER CNB STD-111-L These Record Drawings hove been prepared based on information submitted, in port, by others. While this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. E 0 N tO .;; en "' "C vi ..... :8 <D "" " ::a: e a. "C C 0 C 0 a. <D N I i <( ..., "" ~ ~ z :::, :::, ~ u u, w [§ Bl 0 w :::, <( u u, ..... 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(X) N N tO 0 I{) 0 ci I{) I{) ~ EXIST. RIGHT EP PROFILE tO ... ... (X) t'l ... (X) ... N 0 I{) 0 " 0 0 -I{) Ol 0 -(X) ... (X) (X) + -... --... N ... N (X) -... I{) N I{) 0 ... Ol Ol CX) ... ... (X) (X) 0 (X) ... 0 t'l + -... 0 I{) --t'l I{) ... I{) ... t'l tO ([) '-~ tO CD PROTECT IN PLACE (2) REMOVE EXIST. AND RECONSTRUCT TYPE "A" PCC CURB & GUTTER PER CNB SID-182-L G) REMOVE EXIST PAVEMENT AND SUBGRADE FOR NEW PAVEMENT (D CONSTRUCT 7-IN FULL DEPTH AC ® REMOVE EXIST. AND RECONSTRUCT 6-IN THICK DRIVEWAY APPROACH TYPE I PER CNB SID-162-L ® REMOVE EXIST. AND RECONSTRUCT 4-IN THICK PCC SIDEWALK PER CNB SID-180-L @) REMOVE AND REPLACE l'ilTH NEW WATER VALVE FRAME AND COVER TO GRADE PER CNB STD-511-L @ ADJUST MANHOLE TO GRADE PER CNB SID-111-L 1----,50 j----=1::===~----i::=;-----t:;:=="=-=-=t-===-=-=-=-t~-=-=-=-=-=------t-71---,----,----,----,----,----,----,----,----,---------1 " " I{) ... 7+00 8+00 9+00 9 16SF 15 -t'l Ol ... 10+00 W----t.Q.t--00 ' 4621 4 3 w ss " o:i c,;, 11+00 I{) ... 12+00 SCALE 1'' Ol t'l ... 13+00 CAMDEN DRIVE MATCHLINE STA 13+58.50 SEE SHEET 25 17 --------'- 14+00 SCALE: HORIZ: 1 "=40' VERT: 1 "=4' These Record Drawings have been prepared based on information submitted, in part, by others. information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, errors or omissions which may hove been incorporated into these plans as o result. While this nor for " ·;; " -c, .0 E " N "' .;; "' "' -c, vi r-- :8 <O "' " ; 0 ~ a_ -c, " " " " a_ <O N I i <C _, "' ~ ~ z :::, :::, :::, 0 u en w ls Bl 0 w :::, <C u en [;:; 0 <O ;5- ~ w w ~ ;::,. o> -~ ~ " " "' .----.---------.------------------------,,----r----------"T""------------.------------------------------------1~ REVIEWED: ~ = 40' 0 0 dA~~/AAA ~ ~ ] SENIOR Cl~L ENGINEER t 1-------,------+-------------------------,-----------ICD b.1 DESIGNED: DRAWN: ;?,:" L!..', 11/22/2016 AS-BUILT FTT FTT BD " .._ ______________________________________________________________ o _____ 4_o ____ s_o ____ 1_2_0_....,_N_o_ ....... __ D_ATE __ .._DE_s_c_R1_Pn_o_N_o_F_R_Ev_1_s1_0N_s ___________ ..._A_P_P_Ro_VE_D.._ ________ .._c_H_Ec_K_E_D: __ AT..._D_A_TE_3..,3_1._2_0_1_6,__ _____________________ :=s-H-E=E=T=====O=F=====i - -- - R-6057-SCITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-5891 CAMEO SHORES PAVEMENT RECONSTRUCTION CONSTRUCTION NOTESCONSTRUCTION NOTES BRIGHTON ROAD PLAN AND PROFILE BRIGHTON ROAD STA 0+00 TO 7+00 23 29 THAN TRAN FRANK GRADING DETAIL "A" SEE GRADING DETAIL "A" THIS PAGE MILFORD DRIVE CAMDEN DRIVE B R I G H T O N R O A D X-GUTTER DETAIL CAMDEN DRIVE AND BRIGHTON ROAD 0+00 TO 0+50 FOR MILFORD DRIVE 0+00 TO 0+50 RECORD DRAWINGS g • 00 900 ,::!;~ I> '30 _J ,,==-, >~ ~ '-.. 00 00 00 "' 0 ± I 30 '30' ·~ 0-100 BCR (35.57' FL) 6/ 4 (35.28' FL) 6/2 (35.37' FL) 6/4 (35.74' FL) '-..-..._ C: 0, <le N u "' w "' ,. .,· • : -1: i • : I -" L,. 0 ... 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AND RECONSTRUCT 6-IN THICK DRIVEWAY APPROACH TYPE I PER CNB SID-162-L ® REMOVE EXIST. AND RECONSTRUCT 4-IN THICK PCC SIDEWALK PER CNB STD-180-L @) REMOVE EXIST. AND RECONSTRUCT 8-IN THICK PCC CROSS GUTTER PER CNB STD-185-L @ REMOVE AND REPLACE l'Y1TH NEW WATER VALVE FRAME AND COVER TO GRADE PER CNB STD-511-L @ REMOVE EXIST. AND RECONSTRUCT 8-IN THICK PCC CROSS GUTTER PER CNB STD-186-L @ ADJUST MANHOLE TO GRADE PER CNB STD-111-L @) REMOVE AND REPLACE l'Y1TH NEW ELECTRICAL PULLBOX TO GRADE PER CNB SID-204-L ----- /2 O+ 0 \ 0+25 . -·. '9 I , \ 32.83 _______ \ -(32.93) ~~o ( 32. 8..,,,--, 0+50 707 SCALE 1''=20' These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. "' ,. "O vi r--- 8 <O "" " ;;: e a. "O C C C C a. <O N I t <C _, "" ~ 0 ~ z ::, :::, ~ u "' w "" 0 :,: "' 0 w ~ u "' r--LO 0 <O :;:;. f!? w w ~ ;;}- "' C C: " " C "' r---.-----r---------------------.----.----------,-::-::==,----------r---------------------------------1" REVIEWED: ;;!- & 11/22/2016 AS-BUILT o 0 <C ~ al ANDYN,RCE63670 _g SENIOR CIVIL ENGINEER ? ,..,.,==,---.,.-,,.,,.-,,=---+------------------------,,----------Im FTT DESIGNED: DRAWN: ~ FTT BD E CHECKED: DATE: 1---------1 ~ O 40 80 120 NO. DATE DESCRIPTION OF REVISIONS APPROVED AT 3;31 ;2016 SHEET OF ? ,..__ ____________________________________ ....;_ __ ..;.;__ _ ___;;;;___....;,:.;;__.1....-....J..... __ ..1....-__________ ___,J __ .1,.._ ____ ....J... __ ~__;:,/.~~---------------1...:..:.:. __ ____J_ R-6057-SCITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-5891 CAMEO SHORES PAVEMENT RECONSTRUCTION CONSTRUCTION NOTESCONSTRUCTION NOTES BRIGHTON ROAD PLAN AND PROFILE BRIGHTON ROAD STA 7+00 TO 15+00 24 29 THAN TRAN FRANK BRIGHTON ROAD GRADING DETAIL "B" RECORD DRAWINGS -XI .~~__g__ilRQJ:I a) N 0 -st--st-,,, ,,, -N -t---,,, N I!) I') I') 30 ;x l~-RGF-11,1;; a) 0 Ol ~-~..RQF-1 +sf I!) D N +sf I!) I') I') 0 -D I') I') +t'i I!) N D N D <D a) D D D -st-I!) 0 D I') -I') + N + N -I') N N t----ui 0 N -sf v I') Ol I') -st-sf t--I') t--I') ,,, N <D I') ,,; I') I') I') 30 I!) a) N t-- I') -st-"' I') ,,, -st-00 -- I') N I!) I!) I• I') I') 30 7+00 8+00 9+00 10+00 11+00 12+00 17 15 '1615 17 SEE GRADING DETAIL "B" THIS PAGE SCALE 1" = 40' t--t---st- N I') I') PVI STA: 14 PVI ELEV: -I!) . D I') -+ er-I') I') -I') --~ CJ) -st-N I') I') I') D + + - 13+00 14+00 SEE SHEET 25 CAMEO SHORES ROAD MATCHLINE STA 15+00 '8 ' I I I I I ' I!) -st-- - 00 <D I') sf D I') I') 6 0 I') + -st--st--- / / / ,,, 40.00 4.00 N - I') /4 ,,, ,, -st- Ol -st-N CJ) I') N I') cS -I!) I') 0 + t-- CJ) --st-, SCALE: HORIZ: 1 "=40' VERT: 1"=4' 15+00 9+oo - CD PROTECT IN PLACE (2) REMOVE EXIST. AND RECONSTRUCT TYPE "A" PCC CURB & GUTTER PER CNB STD-182-L G) REMOVE EXIST PAVEMENT AND SUBGRADE FOR NEW PAVEMENT ® CONSTRUCT 10-IN FULL DEPTH AC 0 UTILITY BOX TO BE ADJUSTED TO GRADE BY OTHERS ® REMOVE EXIST. AND RECONSTRUCT 6-IN TIHICK DRIVEWAY APPROACH TYPE I PER CNB STD-162-L ® REMOVE EXIST. AND RECONSTRUCT 4-IN TIHICK PCC SIDEWALK PER CNB STD-180-L @) REMOVE AND REPLACE WITH NEW WATER VALVE FRAME AND COVER TO GRADE PER CNB STD-511-L @ ADJUST MANHOLE TO GRADE PER CNB STD-111-L - • 20'1 (TYP) ~ ,.__",~ Y~- 1 ·1 I SCALE 1''=20' I These Record Drawings have been prepored bosed on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. E " "1 "' .;; "' "' .,, vi r--:g <D °" " ; 0 ~ a. .,, " " " " a. ~ I i <C _, °" ~ ~ z :::, :::, :::, 0 u en uJ [§ :r: en 0 uJ :::, <C u en [;:; 0 <O ~ ~ uJ uJ gc ~ o> " ·.::: " " " "' .----r-----....... ---------------------.----..-----------,------------.----------------------------------1~ REVIEWED: ~ 0 0 dA~~/AAA § ~ ] SENIOR CIVIL ENGINEER ~ 1------"T'""-----+-----------------------,----------tCD .t...1 FTT DESIGNED: FTT DRAWN: BD ~ L.!..:, 11/22/2016 AS-BUil T " - -- -.... ______________________________________________________________ □ _____ 4_o ____ s_o ____ 1_2_0_....,_N_□_ ....... __ D_ATE __ ,._DE_s_c_R1_PTI_o_N_o_F_R_Ev_1s_1_0N_s ___________ ..._A_P_P_Ro_VE_D.._ ________ .._c_H_Ec_K_E_D, __ AT ..... D_A_TE_i..,3_1._2_0_1_6,__ _____________________ :=S-H-E=E=T=====O=F=====§, R-6057-SCITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-5891 CAMEO SHORES PAVEMENT RECONSTRUCTION CONSTRUCTION NOTESCONSTRUCTION NOTES CAMEO SHORES ROAD PLAN AND PROFILE CAMEO SHORES ROAD STA 15+00 to 24+00 25 29 THAN TRAN FRANK X-GUTTER DETAIL PERHAM ROAD X-GUTTER DETAIL GORHAM DRIVE X-GUTTER DETAIL TREMONT LANE X-GUTTER DETAIL CAMDEN DRIVE RECORD DRAWINGS ,.., / 15+00 / ..,. ..,. 0 EXIST. LE T EP PROFILE + L PROFILE / L PROFILE _J / <( N e= ..,. w / ..,. 0 + - LO A ..,. 0) ,.., LO Q ..,. (0 LO ,-.. LO / ..,. EXIST. LE T EP PROFILE 0) ..,. (0 ..,. (0 EXIST. RIG T EP PROFILE 0 EXIST. L FT EP PROFILE + (0 N ,-.. / / t- EXIST. CL PROFILE o / / ..,. '<I' / 0 ..,. 0 EP PROFILE + '<I; /4 0 ,.., 0 .. + ci N L PROFILE CL PROFILE / / /4 /4 /4 ,, 0) / L - CD PROTECT IN PLACE (2) REMOVE EXIST. AND RECONSTRUCT TYPE "A" PCC CURB & GUTTER PER CNB STD-182-L G) REMOVE EXIST PAVEMENT AND SUBGRADE FOR NEW PAVEMENT @ CONSTRUCT 10-IN FULL DEPTH AC ® REMOVE EXIST. AND RECONSTRUCT 4-IN THICK PCC SIDEWALK PER CNB STD-180-L @) REMOVE EXIST. AND RECONSTRUCT 8-IN THICK PCC CROSS GUTTER PER CNB STD-185-L @ REMOVE EXIST. AND RECONSTRUCT 8-IN THICK PCC CROSS GUTTER PER CNB STD-186-L @ REMOVE EXIST. & CONSTRUCT PCC CURB ACCESS RAMP PER CNB STD-181-L-A-D, CASE PER PLAN @ REMOVE EXIST. & CONSTRUCT PCC CURB ACCESS RAMP PER DETAIL ON SHEET 4 AND APPLICABLE PORTIONS OF CNB STD-181-L-A-D @ REMOVE AND REPLACE l'ilTH NEW WATER VALVE FRAME AND COVER TO GRADE PER CNB STD-511-L @ ADJUST MANHOLE TO GRADE PER CNB STD-111-L q, LO ----+1.;;;c-----,f<--------f'"'-------+------b -/----+------+-------lb-·' ~EXIST. RIGrrlT EP PROFILE ,.., 1L_~----+a:>~-----+-------+-~~,----+-------+-------+--------------i EXIST. IGHT EP PROFILE EXIST. RIG T EP PROFILE 0 0 + "SJ-LO N~ I-<( w 1--w c.n Iw c.n z w __J WI c.n u I- <( ~ M 00 6SF BCR (47.48' FL) l'i 4, 46.60 FS 6/2, 45.14 FS 6 4, 43.63 FS _, I... 1:::, "' <D u N w ... 16+00 _, I... -.,, ,-.. ... ... 17+00 CAMDEN DRIVE SEE SHEET 22 17 15 _, _, I... I... 1n -.,, 00 "' ui (0 ... ... N.T.S 32SF 9 ECR ( 47.36' FL) D./4, 47.43 FS b. 4, 48.44 FS _, I... . -"' -u "' Cl ... LO (0 18+00 19+00 5 3 M PERHAM ROAD SEE SHEET 20 BCR {61.91' FL) D./4, 61.03 FS D./2, 59.89 FS D./4, 58.74 FS _, I... ;,, "' 00 u ,-.: w "' _, I... i---"' "' "' ' m • 32SF 9 _J LL i---0 <D N.T.S (0 ,-.. 17 3 _J LL i----N <D 5 3 M ECR 20+00 {62.58' FL) D./4, 62.61 _, LL ;,, "' "' u ... Cl <D L GORHAM DRIVE SEE SHEET 18 15 FS N N 21+00 BCR {75.94' FL) D./4, 75.30 FS D./2, 74.10 FS D./4, 72.79 FS _J LL ;,, "' 00 u ,::: w SCALE 1" = 40' - - LO a:> 5 3 3 M _, LL ., "' ,,; ,-.. 0 ..,. 0) 22+00 13 TREMONT LANE SEE SHEET 16 \ 0) "" 0 w 23+00 20' 15 r ECR {76.61' FL) D./4, 76.68 FS _, _J _, LL LL LL ., 'i:,, <O 0 -"' "' ui <D u cci ,-.. ,-.. Cl ,-.. N.T.S SCALE: HORIZ: 1 "=40' VERT: 1"=4' 24+00 BCR (89.72' FL) b. 4, 88.90 FS D./2, 87.82 FS D./4, 86.72 FS G: ;,, "' "' u "' W 00 _, LL 1:::, "' ,-.: 00 _J _, LL LL 1:::, ., -<D "' ci 00 "' N.T.S ECR {90.62' FL) D./ 4, 90. 70 FS G: i--- "' "'! UN Cl o, These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed lo be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. E 0 "' "' .;; en "' "C vi ,-.. :8 <D "' " ; e a. "C C 0 C 0 a. <D N I i <( _, "' ~ 0 ~ z ::, ::::, ~ u en w "' 0 Bl 0 w ::::, <( u en ,-.. "' 0 <D ~ ~ w w ~ ~ o> -~ 16 " C en .----.------.----------------------.-----..----------..------------.----------------------------------1" ~ 11/22/2016 AS-BUILT FTT REVIEWED: ~ SENIOR Cl~L ENGINEER D D < ;;!-- al ~ 0 ,,::; ? 1-------r------+-----------------------,----------tCD _;';--DESIGNED: DRAWN: FTT BO ~ 1-----------1 16 .._ ______________________________________________________________ o _____ 4_o ____ a_o ____ 1_2_0_....,_N_o_ ....... __ D_ATE __ .._DE_s_c_RI_P11_o_N_o_F_R_Ev_I_sI_0N_s ___________ ..._A_P_P_Ro_VE_□.._ ________ .... c_H_Ec_K_E_□= __ AT...._0_A_TE_i_3_1._2_0_1_6,__ _____________________ .... s_HE_E_T ___ o_F __ .. § - - R-6057-SCITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-5891 CAMEO SHORES PAVEMENT RECONSTRUCTION CONSTRUCTION NOTESCONSTRUCTION NOTES 100 100 100 CAMEO SHORES ROAD 137 137 PLAN AND PROFILE CAMEO SHORES ROAD STA 24+00 TO 32+50 26 29 X-GUTTER DETAIL FAIRFIELD DRIVE X-GUTTER DETAIL ROXBURY ROAD X-GUTTER DETAIL ORRINGTON ROAD 135 135 102 102 THAN TRAN FRANK RECORD DRAWINGS / / -- / 23+25 BCR (103.84' FL) f:::./4, 102.94 FS !:::./2, 101.87 FS !:::. 4, 100.81 FS 0: ;,, QC ~ u "" w "" t') / 0 0 r---0 r--- L!) v 0 tf) - v / / 0 24+00 / 0 / N / / / EXIST. LEF EP PROFILE u 0 v u +c,; t') tf) 0 - / N " N -/ / t') -m 0 IGHT EP PROFILE ORRINGTON ROAD SEE SHEET 14 25+00 /---:' / r') / 0-tf) +· tf)~ . u IX) u & -A / f-/ 0 n. ~ _J t') u F w / / L <D -~ / / -= .. / / r') -r') / N / IX) 0 q O> + <D N -~o - tf) • ... t') w-N OCl u_J (u .,. w 0 m o:i 0 ,...: N -tf) + v r--N -0 v + r--N N N N 0 N t') IX) + 0 ' + . r--N 0 <D 0 + <D If) N .,. N ---N <D --- / / / ~ / O> -- 26+00 27+00 f:14IRf:1~ ,lo D ECR (104.74' FL) ,.Z,50% ..... .,,,. • ......... ., . ' ... .--. -~•-,_• ··········~············· .L .L "-"- "' <O 0 tf) ,,; ,.: 0 0 N.T.S. !:::. 4, 104. 78 FS f:::./4, 105.73 FS _, "- "" ..., "" '° u 0 <Il - 1/ 'R1v12 / / ,~1/ MATCHLINE STA 13+75.50 10 FAIRFIELD DRIVE ' SEE SHEET 12 13 .301 E 5 .3 w i --,-1 +-+---4----+--f'._. -,,, '" BCR (117.66' FL) !:::. 4, 117.14 FS !:::./2, 115.99 FS f:::./4, 114.70 FS 0: "' r--"" • u:'., w - - N -c5 + r--- - -• 0 ,0 0~ + r') N> >W w tf) <D r---0 O> t') O> N c5 r---IX) + ' + r---N N -------t') m 28+00 MATCHLINE STA 12+26.25 ROXBURY ROAD SEE SHEET 10 l "- N r-- <O N.T.S. l "- ;,, -'° ---r') - EXIST. LEFT P PROFILE tf) EXIST. CL PROFILE PROP. CL PROFILE t') --t') EXIST. RIGHT EP PROFILE 29+00 ECR (118.54' FL) !:::. 4, 118.51 FS !:::./2, 118.79 FS SCALE 1" = 40' - - r') <D -r') 0 ci O> +;;, r') > >W [IJ tf) v 0 . N -t') 0 <D r') -t') - 30+00 9 16SF BCR (131.43' FL) f:::./4, 131.22 FS - 0 t') c5 t') t::.;~ !:::. 4, 130.83 FS 0: ;,. r-- "" ci u..., w - .L "- "" co ci ..., - t') - 0 + 0 ------ --------- r') -r') -N G1-0.50% G2-4.50% 0 0 0 +N r') - v <D r') -0 0 <D v r---O> -I') N N t') -N N N t') r') -0 0 O> + N --0 c5 0 tf) + <D -t') + t') -c5 0 N + -t') O> 0 -+ --r') --t') 0 -t') t') / -------<D <D N - 31+00 32+00 339 32+0 s 20 ECR (131.41' FL) !:::. 4, 131.28 FS .L l "-"-0: <O ;,, "" 0 <O ci ;;, ..., N.T.S. <D <D 0 ci O> + r') -r') > <D 0 <D r') -c5 0 c5 v + t') tf) t') - SCALE: HORIZ: 1"=40' VERT: 1"=4' v t') tf) t') CD PROTECT IN PLACE 0 REMOVE EXIST. AND RECONSTRUCT TYPE "A" PCC CURB & GUTTER PER CNB STD-182-L G) REMOVE EXIST PAVEMENT AND SUBGRADE FOR NEW PAVEMENT @ CONSTRUCT 10-IN FULL DEPTH AC 0 UTILITY BOX TO BE ADJUSTED TO GRADE BY OTIHERS ® REMOVE EXIST. AND RECONSTRUCT 6-IN TIHICK DRIVEWAY APPROACH TYPE I PER CNB STD-162-L ® REMOVE EXIST. AND RECONSTRUCT 4-IN TIHICK PCC SIDEWALK PER CNB STD-180-L @) REMOVE EXIST. AND RECONSTRUCT 8-IN TIHICK PCC CROSS GUTTER PER CNB STD-185-L @ REMOVE EXIST. AND RECONSTRUCT 8-IN TIHICK PCC CROSS GUTTER PER CNB STD-186-L @ REMOVE EXIST. & CONSTRUCT PCC CURB ACCESS RAMP PER CNB STD-181-L-A-D, CASE PER PLAN @ REMOVE EXIST. & CONSTRUCT PCC CURB ACCESS RAMP PER DETAIL ON SHEET 4 AND APPLICABLE PORTIONS OF CNB STD-181-L-A-D @ REMOVE AND REPLACE l'v1TH NEW WATER METER BOX TO GRADE PER CNB STD-502-L @) REMOVE AND REPLACE l'v1TH NEW WATER VALVE FRAME AND COVER TO GRADE PER CNB STD-511-L @ ADJUST MANHOLE TO GRADE PER CNB STD-111-L @) REMOVE EXIST. TREE These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. O'> "' "C vi r--:g <O °" " ; 0 ~ a. "C " " " " a. <O N I i <C _, °" ~ ~ z :::, :::, :::, 0 u "' w [§ Bl 0 w :::, <C u "' [;:; 0 <O ~ ~ w w ~ _'.;:- 0'> -~ ii; " " O'> .----r-----....... ---------------------.----..-----------,------------.----------------------------------1~ REVIEWED: ~ 11 22 2016 AS-BUil T 0 0 dA~~£iAA § ~ ] SENIOR CIVIL ENGINEER ? FTT ~~~~~;~r-:t ... □_DE~S~IG~N~E~D;-,_~_F;TT~cD~R~A~WN~== ==~B;Dj-----------------------l~~~---_-_-_-_-_-_-_-_-_-_i-lt .._ ______________________________________________________________ o _____ 4_□ ____ s_o ____ 1_2_0_....,_N_□_ ....... __ D_ATE __ .._DE_s_c_R1_PTI_□_N_□_F_R_Ev_1s_1_□N_s ___________ ..._A_P_P_R□_VE_D.._ _________ c_H_Ec_K_E_D= __ AT..._D_A_TE_3..,3_1._2_0_1_6,__ _____________________ .... s_HE_E_T ___ □_F __ .. J - - LEGEND LINES CAMDEN PERHAM GORHAMMI L F O R D D R I V E TREMONT ORRINGTON FAIRFIELD ROXBURY MIL F O R D D R I V E HAMPDEN ROAD HAMPD E N ROAD ROA D CA M E O S H O R E S R O A D BRIGHTON ROAD RO A D D R I V E ROA D DRI V E LA N E ROA D DRI V E EAST COAST HIGHWAY SIGNING, STRIPING AND CURB PAINTING PLAN 27 R-6057-S 29 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT CAMEO SHORES PAVEMENT RECONSTRUCTION C-5891 GENERAL NOTES "DETAIL 22" MODIFIED - NO PASSING ZONE-TWO DIRECTION CAME O S H O R E S R O A D BR I GH T O N CONSTRUCTION NOTES P5 THAN TRAN FRANK RECORD DRAWINGS 13 P1 215 ?07 29' P1 11 c J7 5D1 I I • 1 1 I / , // " I / I "I I / I // ~~. ~ .-..... I I " I ( .. ' ... /!/ I ./ " I / I " I I I ( I ' I I I I ' I I I I I I I I I 1'.\_(p1)13' _ ---- @13' 1/1' 45 2 ,1521 4527 4527 N.T.S. 4:,J,J @20' 4'::'1 ·---.::---. •• •• •• ••• •• ••• ··· ... ······'11:. .. --.. - @30• ·--. ______ _ ·---.. ::-- ·-----. 4539 ·---. _____ _ P1 31' ...._ •·. ·--. <:--... _____ , ••• •.... ~ ·---. -- •• ••...... @26'~ • 4 15/ 5 ·---. -·----- ,~= ff,UI ••••• @14'·':'::: .. •••••• •••••.............. ' ••• ':':::I.cf. •• •.. ~ ·----------- 1b:tl 46cc ·--------. ·--------. -·---. - .:- 16'3 3?4 I I ----A._--=-: @13' • ··-••• ·-.. .:-:c, __ -::- . @12' ' • J • J 1 TIRAFFIC FLASHER RN W1-1, W13-1PC(15) RS W1-1,W13-1P(15) 28(CA)(L/R) S W11-2 .. 4'-o" 4'-0" ~ 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE PROJECT SPECIAL PROVISIONS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTIRUCTION (GREENBOOK), 2009 EDITION AND ALL SUPPLEMENTS, THE CALTRANS STANDARD PLANS, DATIED 2010, THE CALIFORNIA MANUAL ON UN(FORM TIRAFFIC CONTIROL DEVICES (CA MUTCD), DATED JANUARY 2014. THESE PLANS, AND THE CITY OF NEWPORT BEACH STANDARDS AND POLICIES. CD PROTIECT IN PLACE ® PAINT TOP AND FACE OF CURB RED ® INSTALL 12' WIDE HI-\/ISIBILITY CROSSWALK ® INSTALL 12' STOP BAR AND STOP LEGEND ®) INSTALL CENTIERLINE STIR/PE PER CALTIRANS 2010 STANDARD PLANS A20A CENTIERLINES DETAIL 1 {§) INSTALL STRIPING PER DETAIL THIS SHEET @ INSTALL STRIPING PER CALTRANS 2010 STANDARD PLANS A20A NO PASSING ZONES-TWO DIRECTION DETAIL 21 (@) REPLACE EXISTING SIGN WITH NEW SIGN AS SHOWN (@) REMO\/IE EXIST. SIGN & POST ® INSTALL NEW SIGN & POST @ REPLACE EXIST. POST WITH NEW UNISTIRUT POST ~__21 ~~=======m=m====== --~. t MARKERS iioo TYPE D TWO-WAY l!QSl YELLOW RETROREFLECTIVE ~ 4" YELLOW N.T.S. These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. E 0 st L!l Ol "' 3 "Cl X OJ "Cl c:: -e ::, u I r-- ~ >-<( _J "' ~ 0 ~ z ::::, :::, :::, 0 u (/J w "' 0 I (/J 0 w :::, <( u (/J r--L!l 0 "' ~ (/J >-w w "' >- ~ "' c:: ·c: OJ OJ c:: "' c:: ~ 0 ~---------------------------------~---------~-----------------------------------------------10 & 11/22/2016 AS-BUILT FTT NO. DATE DESCRIPTION OF REVISIONS APPRO\/IED REVIEWIED: TONY BRINE, RCE 45521 CITY TIRAFFIC ENGINEER SIGNING, STRIPING AND CURB PAINTING PLAN <( u / "Cl ~ 0 £ ? (I] >------------+-------------------------~----------1~ DESIGNED: DRAWN: i" FTT BD OJ "' CHECKED: DA TIE: SHEET OF 3-AT 3 31 2016 ._ _______________________________________________________________________________________________________________________________________ ..., ___________________________________________ ..., _________ _._ 28 R-6057-S 29 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-5891 ALDEN & SSOCIATES BRIGHTON ROAD CAMEO SHORES STORM DRAIN DIVERSION STORM DRAIN IMPROVEMENTS BRIGHTON ROAD STATION 0+00.00 TO 2+00.00 CAMDEN DRIVE 3/22/16 RECORD DRAWINGS '-' jjo ..... 10+00 - ~ I I ~ - w/w ff' WTR ii !! ,, ,, ss ss 4.00' 10+50 I I ~/ ~ ~ -~ ~---rif "' "' C47v Ci)4" G ....., ------.;;;;;;;~~~~~ -1 - - - -101 ~ rff' WWTR w SWR ss RB DR CONCRETE --------/ ___ _ WALL ~~ j', '1 ' /1 / I \ STAINLESS STEEL BRACKET ATTACHED TO DRAIN BOX INSIDE WALL / ', ~----\ -----1::--..J_---------~ -- - - - -( I "\. 1 "'-. ~' ': I {--====Fi J \,-----ff'--PV--C __ j_J: 1 1 STAINLESS 6• PVC 'f-I ,,, j STEEL FRAME , / AND SCREEN (SDR 35) : ', (SDR 35) 1 / =-======t '-I / I -.._ I ____ ..> INSTALL 12"x 1t' STAINLESS STEEL FRAME W/ DEBRIS SCREEN W/ 1/4" OPENING MAX. ;,7 n SECTION A-A A =-====!: : : A : A ,., I I ff' PVC {SDR 35) : : I 26.50 FS I I I 1 Q" PROP 6" PVC Ill'! I 26.2 •, . ,~::~/ ;. __ :=-:~ <:·~ ~ )>:·~t~~; ~ ~--: 26.45 FS 27.13 TC 26.80 FS ~-,-,t-+-t--FLOW LINE 27.11 TC 26.78 FS 25.45 INV-36" RCP INSTALL 12" x 12" STAINLESS STEEL M FRAME W/ DEBRIS '7 SCREEN W/ 1/4" 1 OPENI G MAX. ' • I ,. • I ff' PVC SDR 35 OUTLET PIPE ' I-_,_-'-STAINLESS STEEL • :a✓/m .« ' : BRACKET I I L __ • __ ...J : L------------------~ SECTION 8-B <1 4 --------I I I I • "' I 12· I ,___ ... I .1 26.20 I INV-6 I 4"x4" -I WEIR I 4 I _;£+:J~~T I I I I {26.71) INV-33 CONSTRUCTION NOTES NO. DESCRIPTION ~ROTECT IN PLACE ®MOVE EXIST. AND RECONSTRUCT 4-INCH THICK SIDEWALK PER CNB STD-180-L @) CORE EXIST. SEWER MANHOLE AND INSTALL 6" PVC (SDR 35) DRAIN PIPE PER CITY REQUIREMENTS '51' FURNISH AND INSTALL 6" PVC (SDR 35) DRAIN PIPE INCLUDING NECESSARY FITTINGS, BEDDING AND BACKFILL PER ~ CITY STD-106-L (TRENCH RESURFACING TO MATCH EXISTING) ~(i:ONSTRUCT DIVERSION STRUCTURE PER CITY STD-310-L (INCLUDING WEIR) W/ 36"X24" DIA ECCENTRIC SHAFT "6JAND 24" MANHOLE FRAME AND COVER PER CITY STD-112-L AND DETAIL #53 ON SHEET 28 @ REMOVE INTERFERING PORTIONS OF EXIST. STORM DRAIN ® , ........... FURNISH AND INSTALL 6" CHECKMATE INLINE CHECK VALVE (DOWNSTREAM CLAMP MODEL) BY TIDEFLEX INCLUDING FITTINGS FOR PVC (SDR 35) DRAIN PIPE PER DETAIL # 55 ON SHEET 29 (OR APPROVED EQUAL) CONSTRUCT 2'-ff X 4' PCC VAULT W/ 6" WALLS AND 12" THICK FLAT TOP (REINFORCED FOR H-20 LOADING) W/ 8" MIN. 3/4" CRUSHED ROCK BASE (PER GRADATION TABLE ON SHEET 29); INCLUDING SAWCUTTING, REMOVING AND INSTALLING FULL DEPTH AC SLOT PATCH FOR NEW WORK (W= 1 'MIN) PER DETAIL #56 ON SHEET 29 FURNISH AND INSTALL 29" X 36'' (CLEAR OPENING) SINGLE DOOR HATCH DESIGNED FOR H-20 LOADING W/ SS SPRING ASSIST BY US FOUNDRY (MODEL DT-AHS) OR APPROVED EQUAL PER DETAIL #57 ON SHEET 29 FURNISH AND INSTALL 6" TRU/MAG NEPTUNE FLOW METER INCLUDING NECESSARY FITTINGS FURNISH AND INSTALL 6" PUSH ON (SLIP ON) GATE VALVE PER CITY STD-511-L INSTALL DEBRIS SCREEN OVER 6" PIPE OPENING INSIDE STRUCTURE PER DETAIL #61 ON SHEET 28 REMOVE, RELOCATE, MODIFY, REPLACE, INSTALL AND/OR PROTECT EXISTING LANDSCAPING AND IRRIGATION WITHIN WORK AREA TO THE SATISFACTION OF THE ENGINEER ,ELOCATE EXIST. GAS LINE INCLUDING METER AND SERVICE FOR NEW WORK. CONTRACTOR TO COORDINATE WORK WITH S.C. GAS RELOCATE EXIST. CATV CONDUIT FOR NEW WORK. CONTRACTOR TO COORDINATE WORK WITH TIME WARNER CABLE ®AWCUT AND REMOVE EXIST. CATCH BASIN AND GRATES AND CONSTRUCT CATCH BASIN AND GRATES PER CITY TD-321-L-A AND L-B MODIFIED WITH DIVERSION INCLUDING SAWCUTTING, REMOVING AND INSTALLING FULL DEPTH AC SLOT PATCH FOR NEW WORK (W=1 'MIN) PER DETAIL #65 ON SHEET 28 NOTES 1. CONTRACTOR TO FIELD VERIFY EXIST. GRADES PRIOR TO CONSTRUCTION AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES. 2. CONTRACTOR SHALL POTHOLE AND VERIFY LOCATION AND DEPTH OF EXIST. UTILITIES. 3. CONTRACTOR SHALL COORDINATE FINAL REMOVAL LIMITS OF EXIST. IMPROVEMENTS WITH THE CITY PRIOR TO SAWCUTTING. SCALE: L_ 25.45 INV-3fi' ~-#4 @ 12" O.C. ss BOTH WAYS 4. REFER TO STREET IMPROVEMENT PLANS FOR ADDITIONAL WORK AND NOTES. HORIZ: 1 "=1 O' VERT: 1"=4' I I \ I V SECTION A-A , 'I _-_-_-_-_:,_- EXIST 36" RCP J 27.11 TC 26.78 FS 27.13 TC 26.80 FS 26.85 FS - _II, ID I !ls 11 I O II j 26.76 FS @ CATCH BASIN DETAIL 65,------- NOT TO SCALE 4"X 4" •T;1---w---w---w---w---w---:__---~---EXIST 36" RCP -=--o,. -!!1'---t--~~,.ss ====-:ss :-:===.]Sl!iSc --=~=--~=-=sisss -==--=--ss ---ss - _ 33" s.D. '--sT ~ I GUTTER LIP GAS)( 10 ! -- 5 ! SCALE IN FEET 1 inch = 10 ft. - ------------~c 10 -- EXIST 36" These Record Drawings have been prepar::, based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. CIVIL ENGINEERS LAND SURVEYORS PLANNERS RCP if l/ I I 11 11 I I I I II PROP 6" PIPE 36" SHAFT ~($) STD PLAN EXIST 36" RCP SLOPE DIRECTION (TYP) JUNCTION STRUCTURE PER CITY STD PLAN-310-L SECTION A-A II MANHOLE SHAFT CITY STD PLAN-309-L >---~~ JUNCTION STRUCTURE PER \ \ CITY STD PLAN-310-L 11 ff THICK 3/ 4" CRUSHED ROCK BASE 6" PVC (SOR 35) ix, ~ DIVERSION STRUCTURE DETAIL ~ NOT TO SCALE REVIEl'l£D: L NOTES: 1. REFER TO CITY STD-310-L FOR REINFORCING BAR INFORMATION 2. ALL REINFORCING BARS SHALL EPOXY-COATED GRADE 60 c=,L-- 4_ LONG #4 REINF ALL BARS TO B D TO REINF BARS PER C STD-310-L 1-1/2" MIN 24" I.D. 36" I.D. MANHOLE FRAME AND COVER PER CITY STD. PLAN STD-112-L 24' DIA MANHOLE GRADE RINGS AS NEEDED TO ADJUST TO GRADE PER CITY STD PLAN-309-L ~-36"X24' DIA ECCENTRIC MANHOLE SHAFT PER CITY STD PLAN-309-L 36" DIA MANHOLE SHAFT PER CITY STD PLAN-309-L EXIST 36" RCP JUNCTION STRUCTURE PER CITY STD PLAN-310-L fl" THICK 3/ 4" CRUSHED ROCK BASE SECTION B-B E a_ r--sj-.. - r-- .::::.. <O z N 0 o> ;o 'O ~ _J => m Cl) <( (I) -= 0 L a_ 'O C 0 C 0 a_ (I) L 0 .c Cl) 0 (I) E 0 0 N r<') CX) / C 0 L 0 E L 0 -;:'.!, ~ 0 / m z I (I) L 0 .c Cl) 0 (I) E 0 0 N "' CX) FRANK TRAN, RCE 62845 / 2552 WHITE ROAD, SUITE B, IRVINE, CA 92614 CIVIL ENGINEER o -j (949)660-0110 FAX:660-0418 1----+-----+------------------+-------1-::D:::-ES::::IG::::N-:::E-;:-D:-"""T~DR::-:A:::W:::N-: --r----------------------r-------"1:[ 0 't) .. //.~ & 1/30/2017 AS-BUILTS SK SK ---------------------------------------------------------------□-Av_io_ ... _L_ .• _BA_~· __ :P:E:_4-0~4_9_6 ______ □_Arr ___________ __. __ N_o ..... __ D_A_rr _ __._□_Es_c_R_1P_TI_o_N_o_F_R_E_v_1s_1o_N_s ___________ .... AP_P_R_o_vE_□_c_H_Ec_K_E_□, __ DB __ D_A_rr_,0_3..,..22 .... 1_6 _______________________ :=s-H-E=E=T=====o=F=====t 29 R-6057-S 29 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-5891 ALDEN & SSOCIATES BRIGHTON ROAD CAMEO SHORES STORM DRAIN DIVERSION STORM DRAIN IMPROVEMENTS BRIGHTON ROAD STATION 11+50.00 TO 12+15.00 3/22/16 RECORD DRAWINGS C/L CLEANOUT I CONSTRUCTION NOTES NO. (i) ® @) DESCRIPTION PROTECT IN PLACE REMOVE EXIST. AND RECONSTRUCT 4-INCH THICK SIDEWALK PER CNB STD-180-L CORE EXIST. SEWER MANHOLE AND INSTALL 6" PVC (SDR 35) DRAIN PIPE PER CITY REQUIREMENTS ~9 _f""7n7__ 1-----1 40 l--------~-"'t-----------1---------------lh,60:::!V.-------------+----------+----------l~ RIM ELEV /FINISHED SURFACE 1 / PER PLAN ® FURNISH AND INSTALL 6" PVC (SDR 35) DRAIN PIPE INCLUDING NECESSARY FITTINGS, BEDDING AND BACKFILL PER CITY STD-106-L (TRENCH RESURFACING TO MATCH EXISTING) i':'.l .N .Y - 0 "' + 0 ::: - I ;::: 12,0 0 --- (@ :,:: '-' '-' SURFACE OVER ~ ,-, ... -"' ._,,_, .. ., _,_,., _,,._ N:,_ "'o S-0.031I fii ,.. + \\ JI ,, JJ 24" R.C.P. -\..!J I...!) z V) :'.5 w 0.. (>'. ::f~ VJ . lo CONC. COLLAR 6"P\IC {SDR 35) RISER--+ {LENGTH AS REQUIRED) ) ¢=, FLOW 6" NIPPLE (/' -45' WYE \ 6"P\IC (SDR 35) DRAIN PIPE INV ELEV PER PLAN ACCESS CAP W / FINGER HOLE --6"-45' BEND ¢=, FLOW \ 6"PVC {SDR 35) DRAIN PIPE CLEANOUT @ ® ® ® ® @) @ @ FURNISH AND INSTALL 6" PVC (SDR 35) CLEAN OUT WITH NECESSARY FITTINGS PER CITY STD-406-L AND DETAIL #52 ON SHEET 29 FURNISH AND INSTALL 6" CHECKMATE INLINE CHECK VALVE (DOWNSTREAM CLAMP MODEL) BY TIDEFLEX INCLUDING FITTINGS FOR PVC (SDR 35) DRAIN PIPE PER DETAIL #53 ON SHEET 29 (OR APPROVED EQUAL) CONSTRUCT 2'-6" X 4' PCC VAULT W/ 6" WALLS AND lt THICK FLAT TOP (REINFORCED FOR H-20 LOADING) W/ 8" MIN. 3/ 4" CRUSHED ROCK BASE (PER GRADATION TABLE ON SHEET 29); INCLUDING SAWCUTTING, REMOVING AND INSTALLING FULL DEPTH AC SLOT PATCH FOR NEW WORK (W= 1 'MIN) PER DETAIL #56 ON SHEET 29 FURNISH AND INSTALL 29" X 36'' (CLEAR OPENING) SINGLE DOOR HATCH DESIGNED FOR H-20 LOADING W/ SS SPRING ASSIST BY US FOUNDRY (MODEL DT-AHS) OR APPROVED EQUAL PER DETAIL #57 ON SHEET 29 FURNISH AND INSTALL 6" TRU/MAG NEPTUNE FLOW METER INCLUDING NECESSARY FITTINGS FURNISH AND INSTALL 6" PUSH ON (SLIP ON) GATE VALVE PER CITY STD-511-L SAWCUT AND REMOVE EXIST. CATCH BASIN AND GRATES AND CONSTRUCT CATCH BASIN AND GRATES PER CITY STD-321-L-A AND L-B MODIFIED WITH DIVERSION INCLUDING SAWCUTTING, REMOVING AND INSTALLING FULL DEPTH AC SLOT PATCH FOR NEW WORK (W= 1 'MIN) PER DETAIL #60 ON SHEET 29 INSTALL DEBRIS SCREEN OVER 6" PIPE OPENING INSIDE STRUCTURE PER DETAIL #61 ON SHEET 28 REMOVE, RELOCATE, MODIFY, REPLACE, INSTALL AND/OR PROTECT EXISTING LANDSCAPING AND IRRIGATION WITHIN WORK AREA TO THE SATISFACTION OF THE ENGINEER (51) (5i' CONSTRUCT 4.0 O' _ ____,::.:,__---th";~--t-----,'<:.Yfim--------t-+----------+-----------t---------1-u[]---- @) 6" STORM DRAIN CLEANOUT DETAIL NOT TO SCALE NOTES [---[ >-2...."' w ss ss @ -® CA/llJ ----GAS ILo Lo • ... Ef' rn~ jP" a11r rc;:n~ ,u, na111 .. 1 ai□r (SDR 35) 10+00 w w ~ 50 ,~ ~'>£,. ~ ® V .;J ~ S5 - 4'' r T SWR- I . I ./ I \ /\->/ _/ST~ 8" WTR w w 15" SWR ® ss / ss 3.u C '!I c,TV C TV [ll @~ .. \ GAS SIDEWALK 4627 10+50 , . 0 /"'-~]l ~~ s~ I ~)'I I I SI ' I "' ELEC'\ ~24" S.D. I I I I 11+00 " -- -~/ 111(62 I ~q,, -'-t' GAS SIDEWALK ~ (D=! ~~ I 0~ I ' ~ l(o., '-R/W 4639 CATV PULL BOX CD COMM PULL BOXG) I I 10 5 0 ! 1_1 SCALE IN FEET 1 inch = 10 ft. 10 ! SCALE: 1. CONTRACTOR TO FIELD VERIFY EXIST. GRADES PRIOR TO CONSTRUCTION AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES. 2. CONTRACTOR SHALL POTHOLE AND VERIFY LOCATION AND DEPTH OF EXIST. UTILITIES. 3. CONTRACTOR SHALL COORDINATE FINAL REMOVAL LIMITS OF EXIST. IMPROVEMENTS WITH THE CITY PRIOR TO SAWCUTTING. 4. REFER TO STREET IMPROVEMENT PLANS FOR ADDITIONAL WORK AND NOTES. 5. ALL REBAR SHALL BE GRADE 60-EPOXY COATED. HORIZ: 1"=10' VERT: 1•=4• V - 28.65 FS 29.01 TC 28.68 FS 1 o" : ... ,.,:~·] .-, .. : . ~-. PROP f5' PVC 28.55 FS,FL --28.60 FS -.;..-..,....++-FLOW LINE ~~?l~~:~R<~H;cts---t-l-111.._ -...,,...,,..__. "-°;:_£EXIST 2~ RCP 28.82 FS ---...... CD I !s 11 I '-' I I I .,. .. ·•·· .. ,. ,. .. . ,. . ·t .. ·-,· ••• -·· \ I -----}-~ (28.70) f \ INV-24 ( / t--=--=--=--_-=--!II SECTION A-A These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nar for errors or omissions which may have been incorporated into these plans as a result. @ CATCH BASIN DETAIL 60------NOT TO SCALE 0 __J w u.. w mz Oo f--w II z :r: ::;; [l' w w 0 CHECKMATE VALVE SIZE OVERALL LENGTH 9.00" NUMBER OF CLAMPS FLOW QUANTITY 2 @CHECKVALVE DETAIL NO SCALE ' ' ' .. • 57 I 36" 59 58 48" I 3" 3" I!,. /!. r,. I!,. I!,. /!. ' . .. A. I .-. ' A r n" A ~ "{ NOTE: ALL BRACKETS, BOLTS, WASHER AND NUTS SHALL BE 316 STAINLESS STEEL CRUSHED ROCK GRADATION SIEVE % PASSING SIZE SIEVES 1" 100 3/4" 90-100 1/t 30-60 3/8" 0-20 NO. 4 0-5 HAND TAMPED TO 90% RELATIVE COMPACTION MINIMUM 8" THICK 3/ 4" CRUSHED ROCK BASE @X@ VALVE VAULT & HATCH DETAIL NO SCALE E a_ r---.j-.. - r-- -::::.. <O z N 0 o> ;o "O ~ __J => m VJ <( " -= 0 L a_ "O C 0 C 0 a_ " L 0 .c VJ 0 " E 0 u N I') CX) / C 0 L 0 E L 0 -;:'.!, ~ 0 / m z I " L 0 .c VJ .---------------C-I-VI_L_E-NG-I-NE_E_R_S-----------.----,-----.,-------------------.------.-R-E-VI-El'l£-D-: ------.------------------------------t ~ LAND SURVEYORS ~tOfESS!q&, 8 PLANNERS $_"'!._ \"'; lEf 6-1: ~ "' ~~ ~~ ~ ~ ~ ro ~ No. 40496 = FRANK TRAN, RCE 62845 / 2552 WHITE ROAD, SUITE B, IRVINE, CA 92614 * Exp. 3-31-17 * CIVIL ENGINEER o -(949)660-0110 FAX:660-0418 <') ~ l--+------+------------------+------1-::D:::-ES::::-IG::::-N-:::E-:::-D:-"""T~DR::-:A:::W:::N-: --i----------------------r-------"1:[ 0 i'i ft OF C~'-' 1------------1 L /~~ c?''l' CI VI'-\~~ & 1/30/2017 AS-BUILTS SK SK DAVID:. ~ PE 40496 DATE NO. DA TE DESCRIPTION OF REVISIONS APPROVED CHECKED: DB DA TE:03/22/16 SHEET OF ;? ________________________________________________________________________________________ .._ ________________________________________ _.,._.....,.,__ _____________________________ c:;