The URL can be used to link to this page

Home My WebLink AboutR_6096_SCITY OF COST.A MESA JOHN W;\YNE .A IRPORT ,;_1 c?c ,CO V PROJECT LOCATION VICINITY MAP NOT TO SCALE C' ">'1,,-,0 uo "a "' CITY OF IRVINE ,f- UNi\/ERSl1'i ?J PUBLIC WORKS DEPARTMENT CAMEO HIGHLANDS STREET RECONSTRUCTION CONTRACT NO. 7067-2 PROJECT NO. 20R21 -11 1/\ APPROVED:_2]_____,;;I .L:.---: ... -... ~~-/,:__.::::.../f_:,_, 7 .'.~6".,/)""'-~ /1....,· ./::__ _______ _ DATE: GENERAL NOTES 1. ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CON TRACT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION", 2015 EDITION AND SUPPLEMENTS TO DATE, EXCEPT AS OTHER WI SE STATED ,N THE CITY'S STANDARD SPECIAL PROVISIONS, OR IN THIS CONTRACT'S SPECIAL PROVISIONS. 2. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTR ACTOR SHALL BE RESPONSIBLE FOR VER IFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD PRIOR TO BEGINNING CONSTRUC TION. 3. ALL EXPOSED CONCRETE SURFACES SHA LL CONFORM IN GRADE, COLOR, DIMENSION, AND FINI SH TO ADJOINING IMPROVEMENTS, UNLESS NOTED OTHERWISE. 4. P.C.C. SHALL BE CLASS 560-C-3250 5. CONTRACTOR SHALL ADJUST CITY UTILITIES (e.g. WATER VAULTS, WATER VALVES, SCO, SURVEY MONUMENTS, SEWER AND STORM DRA IN 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 GUTTER SHALL JOIN AND MATCH LINE AND GRADE OF EXISTING IMPROVEMENTS UNLESS NOTED OTHERWISE. 7. ANY DISCREPANCY IN THE DRA½1NGS OR SPECIFICATIONS SHALL BE CALLED TO THE ATTENTION OF THE ENGINEER. FAILURE TO DO SO WILL PL1'.CE RESPONSIBILITY OF THE CONTRACTOR FOR CORRECTION. 8. ANY WORK NOT INDICATED ON THE DRAWINGS BUT CALLED FOR IN THE SPECIFICATIONS, OR VICE-VERSA, SHALL BE FURNISHED AND PERFORMED AS THOUGH SPECIFICALLY INDICATED Al,D 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, ITEM NOTED 2 REMOVE EXIST PAVEMENT AND SUBGRADE FOR NEW PAVEMENT 0 STD-182-L ~ REMOVE EXIST. \:::_.I STD-185-L ® REMOVE EXIST. STD-186-L YPE "A" PCC CURB & GUTTER PER CNB AND RECONSTRUCT 8-IN THICK PCC CROSS GUTTER PER CNB ANO RECONSTRUCT 8-IN THICK PCC CROSS GUTTER PER CNB {':;',, REMOVE EXIST. AND RECONSTRUCT 6-IN THICK DRIVEWAY APPROACH TYPE I \!__) PER CNB STD-162-L, SEE ITEM(S) NOTED ON PLAN ® REMOVE EXIST. AND RECONSTRUCT 4-IN THICK PCC SIDEWALK PER CNB STD-180-L rc:'\ REMOVE EXIST. & CONSTRUCT PCC CURB ACCESS RAMP PER DETAIL 9 ON V:..) SHEET 4, CASE PER PLAN AND CURB RAMP DETAILS ON SHEETS 17-19 SYMBOL ABBREVIATIONS LEGEND DAVID A. WEBB.PE ~BLIC WORKS DIRECTOR r;;:;.., REMOVE EXISTING AND INSTALL NEW WATER VALVE BOX AND COVER TO GRADE ~ PER CNB STD-511-L -0- @ ® (QJ "°' lllil cm i;i;J llSJ * © c- .0. p fl;) e e• [D IZ) 0 © [J:J ® In CD C!!J tGGGGGLL// ~ ---- ----- -·-It-- ----S---- -----w----- ---G--- --E-- --T-- -CATV- --ST-- --SP-- -x-x-x- (IN ADDITION TO GREENBOOK SECTION 1-3.2) ~ NEW AC PAVEMENT @ ADJUST TO GRADE UTILITY BOX BY OTHERS POWER POLE AB SEWER CLEANOUT ARV ACP SEWER MANHOLE AC STORM DRAIN MANHOLE BC FIRE HYDRANT BCR BVC WATER METER BLK GAS METER CATV Cl STREET LIGHT PULL BOX 'i. TRAFFIC SIGNAL PULL BOX CNB CL STREET LIGHT CLR WATER VALVE C&G E GUY WIRE EC ECR SURVEY MONUMENT EVC SIGN EXIST FLG RISER / VENT FE FL TREE FM IRRIGATION CONTROL VALVE G GV CABINET GB CORING LOCATION GE IP&T COMMUNICATION MANHOLE LT MAX COMMUNICATION VAULT MJ ELECTRICAL MANHOLE MIN ELECTRICAL PULL BOX NG N TELEPHONE MANHOLE NTS UTILITY VAULT NO CURB DRAIN OG PE BUILDING PROP EXISTING CONSTRUCTION PB RCP PROPER TY LINE RET RT NEW CONSTRUCTION SCH CENTERLINE s SEWER LINE sea SMH WATER LINE SHT SW GAS LINE s ELECTRICAL LINE SCE SNS TELEPHONE LINE SQ STL CABLEVISION LINE T STREET LIGHT LINE w W/ SPRINKLER SYSTEM FENCE BLOCK WALL AGGREGATE BASE AIR RELIEF VALVE ASBESTOS CEMENT PIPE ASPHALT CONCRETE BEGIN CURVE BEGIN CURVE RETURN BEGIN VERTICAL CURVE BLOCK CABLE TV O.ST IRON CENTERLINE CITY OF NEWPORT BEACH CLASS CLEAR CURB AND GUTTER EAST/ELECTRIC END CURVE END CURVE RETURN END VERTICAL CURVE EXISTING FLANGE FLANGED END FLOW LINE FORCE Mft.lN GAS GATE VALVE GRADE BREAK GROOVED END IRON PIPE AND TAG LEFT MAXIMUM MECHANICAL JOINT MINIMUM NATURAL GROUND NORTH NOT TO SCALE NUMBER ORIGINAL GROUND PLAIN END PROPOSED PULL BOX REINFORCED CONCRETE PIPE RETAINING RIGHT SCHEDULE SEWER SEWER CLEANOUT 'SEWER MANHOLE SHEET SIDEWALK SOUTH SOUTHERN CALIFORfllA EDISON STREET NAME SIGN SQUARE STEEL TELEPHONE WEST/WATER WITH LIMITS OF PAVEMENT RECONSTRUCTION ~I~---·_·~~· ·1 LIMITS OF CONCRETE IMPROVEMENTS F ;, ---- I C ---L - \ ~' ,,, _J EMERGENCY TELEPHONE NUMBERS SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN Cft.LIFORNIA EDISON COMPANY AT&T TELEPHONE COMPANY CITY OF NEWPORT BEACH UTILITIES DIVISION ORANGE COUNTY SANITATION DISTRICT TIME WARNER CABLE COX COMMUNICATIONS DAY (800) 624-8153 (800) 611-1911 (800) 332-1321 (949) 644-3011 (714) 962-2411 (714) 542-6222 (800) 290-6623 "00 "" 45(J(l ~ 4516 .. ' ,521 45..'7 16(11 4007 46Hi ,1811 E COAST HW'I' LOCATION MAP NOT TO SCALE NIGHT (949) 644-3717 4m ma ''" .. , 4716 4732 '"' DATE: E17 NTS - RECORD DRAWINGS TheN Record Drawings have been prepared base-d on Information submitted in pert by othM"!!I. While t~ls lnformatlon la belle\led to be reliable, City of Newport B~cch is ~ot reapanelbla for 1ta accuracy, nor for errors or omlHlons which may have been incorporat1111d Into theee plans as a result. @ ADJUST TO GRADE MANHOLE PER CNB STD-111-L ~ REMOVE EXISTING AND INSTALL NEW SEWER CLEANOUT BOX AND COVER TO GR ADE "3 PER CNB STD-511-L Q REMOVE EXISTING AND INSTALL NEW WATER METER BOX TO GRADE PER CNB '-.'.Y STD-502-L Q FURNISH AND INSTALL TRUNCATED DOMES TI LES ON EXISTING CURB ACCESS "3 RAMP PER DETAIL 9 ON SHEET 4 @ REMOVE EXISTING TREE @ FURNISH AND INSTALL TREE (BAUHINIA PURPUREA) AT 20 FEET O.C. MINUIMUM @) PRUNE TREE ROOTS AND INSTALL ROOT BARRIER M REMOVE EXIST. AND RECONSTRUCT 6-IN THICK DRIVEWAY APPROACH TYPE 11 ~ PER CNB STD-161-L M REMOVE EXISTING AND INSTALL NEW ELECTRICA.L PULLBOX TO GRADE PER CNB 'eJ STD-204-L Q REMOVE EXISTING AND INSTALL NEW STORM DR.AIN RING, MANHOLE FRAME & \cY COVER TO GRADE PER CNB STD-309-L AND CNB STD-11 1-L r::;;:;,, REMOVE EXISTING AND INSTA.LL NEW SEWER RING, MANHOLE FRAME & COVER 'el TO GRADE PER CNB STD-401-L AND CNB STD-11 1-L ~ REMOVE EXISTING ANO INSTALL NEW GALVANIZED CATCH BASIN 'cV GRATING PER CNB STD-321-L-A AND STD-321-L-B, NUMBER PLAN. SHEET INDEX TITLE SHEET 2 SHEET INDEX MAP 3 HORIZONTAL CONTROL PLAN 4 TYPICAL SECTIONS AND DETAILS 5 PLAN AND PROFILE -CAMEO HIGHLANDS DRIVE STA 6 PLAN AND PROFILE -CAMEO HIGHLANDS DRIVE STA 7 PLAN AND PROFILE -CORTLAND DRIVE STA 8 PLAN AND PROFILE -CORTLAND DRIVE STA 9 PLAN AND PROFILE -ROCKFORD ROAD STA 10 PLAN AND PROFILE ROCKFORD PLACE STA 11 PLAN AND PROFILE -WAYNE ROAD STA 12 PLAN AND PROFILE -DORCHESTER ROAD STA 13 PLAN AND PROFILE -DORCHESTER ROAD STA 14 PLAN AND PROFILE -SURREY DRIVE STA 15 PLAN AND PROFILE -SURREY DRIVE STA 16 PLAN AND PROFILE -GARRETT DRIVE STA 17-19 CURB RAMP DETNLS 20 SIGNING, STRIPING AND CURB PAINTING PLAN FRAME AND OF GRATES PER 0+00.00 TO 8+00.00 8+00.00 TO 15+10.51 0+00.00 TO 10+50.00 10+50.00 TO 16+50.00 16+50.00 TO 24+06.85 0+00.00 TO 2+15.00 0+00.00 TO 7+27.52 0+00.00 TO 10+00.00 10+00.00 TO 17+64.66 0+00.00 TO 8+00.00 8+00.00 TO 17+86.97 0+00.00 TO 8+35.04 I u / z 0 c= u ::, "' .... U) z 0 u w O'. .... w w g:: U) / U) .... ,~ w T U) / cc '-' z '·' / N 0 ro 0 "' 0 BASIS OF BEARINGS : 3 w z -----,..--------------'------------------------------,,-------------------------..... ----------,------------.-----------4----------------------------------------I :::'-C-7067-2 PLANS PREPARED BY: REVIEWED: APPROVAL RECOMMENDED: APPROVAL RECOMMENDED: APPROVAL RECOMMENDED: CALL TOLL FREE 1-800-227-2600 BEFORE YOU DIG THE BASIS OF BEARINGS FDR THIS PROJECT IS BASED ON THE CALIFORNIA COORDINATE SYSTEM OF 1983 (CCS83), ZONE ~ CAMEO HIGHLANDS STREET RECONSTRUCTION ::, I ::, .,: co N 6i VI, NAO 83 (2017.50 EPOCH) AS DETERMINED BY GLOBAL POSITIONING SYSTEM (GPS) TIES TO TWO CONTINUOUS GLOBAL p s O M A s 4~$Tif/2tJ};, 7'/ ~7 I.II~ ...,;. ---:,1_-· POSITIONING STATIONS (CGPS) REFERRED TO AS ''FVPK" AND "TRAK". SAID STATIONS ARE A PART OF Tl-IE CALIFORNIA /101/c§ ~1~\I J.f:#.:~~~M~~~~=::=::-M'f(/u, • 7 -,...u-~ SPATIAL REFERENCE NETWORK (CSRN) AND WERE HELD ''FIXED" HORIZONTALLY IN THIS SURVEY. THE BEARING BETWEEN 3 Hutton Centre Drive ; 1 ' 1 (~~No. 38832 tr 1 •);)1,.. OBERT J. TALAFUS RCE 38832 MARVUKOJ~ ' ~H MARTIN CGPS '1'VPK" AND "TRAK" BEING N6T 14' 53"W WAS USED AS THE BASIS OF BEARINGS FOR THIS SURVEY. Suite 200 I UTILJTIES DIRECTOR DEPUTY PUBLIC WORKS DIRECTOR o BENCHMARK: Santa Ana, CA 29707 1~~ 0, .. ,.\. / ""~/ 1-□E-S-IG_N_ED_:..._ __ D-RA_WN_:__ MUNICIPAL OPERATIONS 1----------------------,----------i ~ ICHA J CORI, P.E. ASSIS CITY ENGINEER TITLE SHEET ELEVATIONS ARE BASED ON THE CONTINUOUS GLOBAL POSITIONING STATIONS (CGPS). REFERRED TO '-::i".1' fJ'fVr::,'f',-/ HN HN 3 ~i 11-z,o CITY OF NEWPORT BEACH R-6096-S . ,; AS "FVPK" AND ''TRAK". NORTH AMERICAN VERTICAL DATUM (NAVD88) DATUM. (714) 751 -7373 Fax(714) 545-BBB:3 -..::c::!_C_Ac;',.1/ CHECKED: DATE: DATE:~~--1 ---DA TE,;l-2',-l(J~{> DATE: ?, -'Z.4\--O PUBLIC WORKS DEPARTMENT 1-SH_E_E_T _1_D_F_2_Q--I c L---------------------.L..i;F.:1..V~PK:....O:!lR..!,TH~O.iM~E~T.!l.Ri.:.IC"-H~E.i:IG>l,!H:i,;Tw,:U.,.S!...il,SU""R;,,;V~E..!,Y..!F;..Eo.E.!..T~=~B0~ • .!,_17:.,__.,!T.!l,R::liAK:....D:!lR..!,TH~0.iM:l..l.JT.!l.Ri.:.IC..lH~E.i:IG>l,!Hl,iTw_:U.,.sl..il.su""R;,,;V~E..!,Y..!F;..E.1aE.!..T~=:...:t49a1.:5"-.1~8l...._..J. _________________________ .L. ___ -'M:::,:H~..,.::03:.:..,:1.:;:.3(.,:2;,:;D~20:;:,.i.. _________ .... _________ ...J. _________ ..L,. _____________________ ..... ___ .;_ ___ .J ::, “”“” “”“” “” “”“” R-6096-S 20 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT CAMEO HIGHLANDS STREET RECONSTRUCTION C-7067-2 1 TITLE SHEET JAMES M. HOULIHAN, P.E., DEPUTY PWD / CITY ENGINEER DAVID A. WEBB, P.E., PUBLIC WORKS DIRECTOR CAMEO HIGHLANDS STREET RECONSTRUCTION LOCATION MAP VICINITY MAP F W O C ALI TY CI O F N E N I A R A H C RT OP B E GENERAL NOTES CONSTRUCTION NOTES SHEET INDEX PROJECT LOCATION RECORD DRAWINGS CITY OF COSTA MESA JOHN WAYNE > AIRPORT if NOT TO SCALE C:.t-1,. ~u o' 01' CITY OF IRVINE # PUBLIC WORKS DEPARTMENT CONTRACT NO. 7067-2 PROJECT NO. 20R21 APPROVED: _______________________ _ DATE: ______ _ ffi 1. ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION", 2015 EDITION AND SUPPLEMENTS TO DATE, EXCEPT AS OllHERWISE 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 ACllUAL LOCATION AND ELEVATION IN THE FIELD PRIOR TO BEGINNING CONSllRUCTION. 3. ALL EXPOSED CONCRETE 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. WATER VAULTS, WATER VALVES, sea, 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 GUTTER SHALL JOIN AND MATCH LINE AND GRADE OF EXISTING IMPROVEMENTS UNLESS NOTED OTHERWISE. 7. ANY DISCREPANCY IN THE DRAWINGS OR SPECIFICATIONS SHALL BE CALLED TO llHE ATTENTION OF THE ENGINEER. FAILURE TO DO SO WILL PLACE RESPONSIBILITY OF THE CONllRACTOR FOR CORRECTION. 8. ANY WORK NOT INDICATED ON THE DRAWINGS BUT CALLED FOR IN THE SPECIFICATIONS, OR VICE-VERSA, SHALL BE FURNISHED AND PERFORMED AS llHOUGH SPECIFICALLY INDICATED 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. 0 PROTECT IN PLACE, ITEM NOTED 2 REMOVE EXIST PAVEMENT AND SUBGRADE FOR NEW PAVEMENT f.\ CONSTRUCT 7' AC OVER COMPACTED NATIVE WITH UPPER 6" SUBGRADE COMPACllED l..::!.J TO 90% MIN. PER GEOTECHNICAL REPORT. * Q CONSTRUCT 8" AC OVER COMPACTED NATIVE WITH UPPER 6" SUBGRADE COMPACllED '<:.Y TO 90% MIN. PER GEOTECHNICAL REPORT. * ~ REMOVE EXIST. AND RECONSTRUCT TYPE 'A" PCC CURB & GUTTER PER CNB '-::..I STD-182-L ® REMOVE EXIST. AND RECONSllRUCT 8-IN THICK PCC CROSS GUTTER PER CNB STD-185-L f?\ REMOVE EXIST. AND RECONSllRUCT 8-IN THICK PCC CROSS GUTTER PER CNB '-V STD-186-L (j) REMOVE EXIST. AND RECONSllRUCT 6-IN THICK DRIVEWAY APPROACH TYPE I PER CNB STD-162-L, SEE ITEM(S) NOTED ON PLAN ® REMOVE EXIST. AND RECONSllRUCT 4-IN THICK PCC SIDEWALK PER CNB STD-180-L SYMBOL ABBREVIATIONS LEGEND ® REMOVE EXIST. & CONSTRUCT PCC CURB ACCESS RAMP PER DETAIL 9 ON SHEET 4, CASE PER PLAN AND CURB RAMP DETAILS ON SHEETS 17-19 -0- @ ® @ t>O<I l!l,I [l!] is;) lllll * @ (- t> ~ ®9 e• II] IZ1l -' © [l!] (El [EJ (I) I!!] 0 ~l~lh'/tLl~ -------- ---<i.--- ----S---- -----w----- ---G-----E----T -CATV- --ST-- --SP-- -x-x-x- (IN ADDITION TO GREENBOOK SECTION 1-3.2) POWER POLE AB AGGREGATE BASE SEWER CLEANOUT ARV AIR RELIEF VALVE ACP ASBESTOS CEMENT PIPE SEWER MANHOLE AC ASPHALT CONCRETE STORM DRAIN MANHOLE BC BEGIN CURVE FIRE HYDRANT BCR BEGIN CURVE RETURN BVC BEGIN VERTICAL CURVE WATER METER BLK BLOCK GAS METER CATV CABLE TV Cl CAST IRON STREET LIGHT PULL BOX <i. CENTERLINE TRAFFIC SIGNAL PULL BOX CNB CITY OF NEWPORT BEACH CL CLASS STREET LIGHT CLR CLEAR WATER VALVE C&G CURB AND GUTTER E EAST /ELECTRIC GUY WIRE EC END CURVE ECR END CURVE RETURN SURVEY MONUMENT EVC END VERllCAL CURVE SIGN EXIST EXISTING FLG FLANGE RISER / VENT FE FLANGED END FL FLOW LINE TREE FM FORCE MAIN IRRIGATION CONTROL VALVE G GAS GV GATE VALVE CABINET GB GRADE BREAK CORING LOCATION GE GROOVED END IP&T IRON PIPE AND TAG COMMUNICATION MANHOLE LT LEFT MAX MAXIMUM COMMUNICATION VAULT MJ MECHANICAL JOINT ELECTRICAL MANHOLE MIN MINIMUM ELECTRICAL PULL BOX NG NATURAL GROUND N NORTH TELEPHONE MANHOLE NTS NOT TO SCALE UTILITY VAULT NO NUMBER CURB DRAIN OG ORIGINAL GROUND PE PLAIN END BUILDING PROP PROPOSED EXISTING CONSTRUCTION PB PULL BOX RCP REINFORCED CONCRETE PIPE PROPERTY LINE RET RETAINING RT RIGHT NEW CONSTRUCTION SCH SCHEDULE CENTERLINE s SEWER sea SEWER CLEANOUT SEWER LINE SMH SEWER MANHOLE WATER LINE SHT SHEET SW SIDEWALK GAS LINE s SOUTH ELECTRICAL LINE SCE SOUTHERN CALIFORNIA EDISON SNS STREET NAME SIGN TELEPHONE LINE SQ SQUARE STL STEEL CABLEVISION LINE T TELEPHONE STIREET LIGHT LINE w WEST/WATER W/ WITH SPRINKLER SYSTEM FENCE BLOCK WALL r> ><1:1 NEW AC PAVEMENT APPROVED: _______________________ _ DATE: ______ _ 111111111111111111111111111111111111111111111111111111111 LIMITS OF PAVEMENT RECONSTRUCTION 1 ... __ -. -:-._-"' .• -1 LIMITS OF CONCRETE IMPROVEMENTS [}~!!;J/~!i/3 LIMITS OF PAVEMENT TEST AREA F ;, -t ~ -• L i -§ • \ -~ ¢ I -- -----.. -1. EMERGENCY TELEPHONE NUMBERS SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY AT&T TELEPHONE COMPANY CITY OF NEWPORT BEACH UTILITIES DIVISION ORANGE COUNTY SANITATION DISTIRICT TIME WARNER CABLE COX COMMUNICATIONS DAY (800) 624-8153 (800) 611-1911 (800) 332-1321 (949) 644-3011 (714l 962-2411 (714 542-6222 (800) 290-6623 4501 4509 400T 4616 4701 4600 4600 4516 4622 4600 '610 -4616 4624 .,, "" 4509 4515 4521 -4607 4615 ~1 "' I .,, .. 4614 "620 515 "' mo • '4521 4527 4El:l1 4607 -41115 '41121 -41121 E COAST HWY NOT TO SCALE NIGHT (949) 644-3717 ,m ''" .. , •• '"' .,, -•• .,, .,, .. "" ... •• "'' .,. NTS THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION SUBMITTED, 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. IN Q REMOVE EXISTING AND INSTALL NEW WATER VALVE BOX AND COVER ~ PER CNB STD-511-L TO GRADE @ ADJUST TO GRADE UTILITY BOX BY OTHERS @ ADJUST TO GRADE MANHOLE PER CNB SllD-111-L ~ REMOVE EXISTING AND INSTALL NEW SEWER CLEANOUT BOX AND COVER TO GRADE "-:!I PER CNB STD-511-L r:,";\ REMOVE EXISTING AND INSTALL NEW WATER METER BOX TO GRADE PER CNB '-'.Y STD-502-L r.?I FURNISH AND INSTALL TRUNCATED DOMES TILES ON EXISTING CURB ACCESS "-:!I RAMP PER DETAIL 9 ON SHEET 4 @ REMOVE EXISTING TREE @ FURNISH AND INSTALL TREE (BAUHINIA PURPUREA) AT 20 FEET O.C. @ PRUNE TREE ROOTS AND INSTALL ROOT BARRIER MINUIMUM r,;;-.. REMOVE EXIST. AND RECONSllRUCT 6-IN THICK DRIVEWAY APPROACH TYPE II ~ PER CNB STD-161-L ~ REMOVE EXISTING AND INSTALL NEW ELECTRICAL PULLBOX TO GRADE PER CNB ~ STD-204-L Q REMOVE EXISTING AND INSTALL NEW STORM DRAIN RING, MANHOLE FRAME & 'cY COVER TO GRADE PER CNB STD-309-L AND CNB STD-111-L A REMOVE EXISTING AND INSTALL NEW SEWER RING, MANHOLE FRAME & COVER ~ TO GRADE PER CNB STD-401-L AND CNB STD-111-L r,:;:-,.. REMOVE EXISTING AND INSTALL NEW GALVANIZED CATCH BASIN FRAME AND GRATING ~ PER CNB STD-321-L-A AND STD-321-L-B, NUMBER OF GRATES PER PLAN. 1 TITLE SHEET 2 SHEET INDEX MAP 3 HORIZONTAL CONTROL PLAN 4 TYPICAL SECTIONS AND DETAILS 5 PLAN AND PROFILE -CAMEO HIGHLANDS DRIVE STA 0+00.00 TO 8+00.00 6 PLAN AND PROFILE -CAMEO HIGHLANDS DRIVE STA 8+00.00 TO 15+10.51 7 PLAN AND PROFILE -CORTLAND DRIVE STA 0+00.00 TO 10+50.00 8 PLAN AND PROFILE -CORllLAND DRIVE STA 10+50.00 TO 16+50.00 9 PLAN AND PROFILE -ROCKFORD ROAD STA 16+50.00 TO 24+06.85 10 PLAN AND PROFILE -ROCKFORD PLACE STA 0+00.00 TO 2+15.00 11 PLAN AND PROFILE -WAYNE ROAD STA 0+00.00 TO 7+27.52 12 PLAN AND PROFILE -DORCHESTER ROAD STA 0+00.00 TO 10+00.00 13 PLAN AND PROFILE -DORCHESTER ROAD STA 10+00.00 TO 17+64.66 14 PLAN AND PROFILE -SURREY DRIVE STA 0+00.00 TO 8+00.00 15 PLAN AND PROFILE -SURREY DRIVE STA 8+00.00 TO 17+86.97 16 PLAN AND PROFILE -GARRETT DRIVE STA 0+00.00 TO 8+.35.04 17-19 CURB RAMP DETAILS 20 SIGNING, STRIPING AND CURB PAINTING PLAN li 0 >< w 0 z -I w c" F N 0 I 0 I ? is F u ::J ~ U) z 0 u w "' f-w w "' f- '.;J-- i" w w I '.;]- "' (_') z 'c!-N 0 00 0 co 0 SC w z -------------------------------------------,..-------------------....!a~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~!l---------------------------------------1,c:- CALL TOLL FREE 1-800-227-2600 BEFORE YOU DIG BASIS OF BEARINGS: PLANS PREPARED BY: REVIEWED: ROBERT J. TALAFUS RCE 38832 llHE BASIS OF BEARINGS FOR THIS PROJECT IS BASED ON THE CALIFORNIA COORDINAllE SYSllEM OF 1983 (CCS83), ZONE p s O M A s ,·. ~~ESSIO? ' VI, NAD 83 (2017.50 EPOCH) AS DETERMINED BY GLOBAL POSITIONING SYSTEM (GPS) TIES TO TWO CONTINUOUS GLOBAL / ~<}-\ J. 14, ~\. POSlllONING STATIONS {CGPS) REFERRED TO AS FVPK AND TIRAK. SAID STATIONS ARE A PART OF THE CALIFORNIA / (1 c§) -1..c-~\ SPATIAL REFERENCE NETWORK (CSRN) AND WERE HELD FIXED HORIZONTALLY IN llHIS SURVEY. THE BEARING BETWEEN 5 Hutton Centre Drive I: le Ge 0, "° \I CGPS FVPK AND TIRAK BEING N67" 14' 53"W WAS USED AS llHE BASIS OF BEARINGS FOR THIS SURVEY. , Wt No. 38832 -iz Suite 300 BENCHMARK: Santa Ana, CA 29707 \ ~ ~ DESIGNED: DRAWN: ( ) \,-,,,,__ CiV\\. "~ HN HN APPROVAL RECOMMENDED: MARK WKOJEVIC, P.E. UTILITIES DIRECTOR APPROVAL RECOMMENDED: MICAH MARTIN DEPUTY PUBLIC WORKS DIRECTOR MUNICIPAL OPERATIONS APPROVAL RECOMMENDED: MICHAEL J. SINACORI, P.E. ASSISTANT CITY ENGINEER " :,, CL m n ci -----------------------------1 0 N ELEVATIONS ARE BASED ON llHE CONTINUOUS GLOBAL POSITIONING STATIONS CGPS, REFERRED TO (714) 751-7373 Fax(714) 545-8883 ·<_OF CM.I'" t-,,,..,,.,.,..,,,.---1i-,--,,,,..----"""IDATE: ________ DATE: ________ DATE: _______ _, t-----------1"' AS FVPK AND TIRAK, NORTH AMERICAN VERTICAL DATUM (NAVD88) DATUM. CHECKED: DATE: ,-., ______________________ F,..VP_.K...,..OR_llH ___ O_M_EllR...._.IC ..... HE..,IG_H_T ___ u_s_s_u_R_VE_Y ..... FE_E_T.._= ..... B_D._17 ____ TIR_A_K...,..OR_llH ___ O_M_ETIR...._.IC ..... HE..,IG_H_T ___ u_s_s_u_R_VE_Y ..... FE_E_T.._=___.4.._95_.,_a _________________________________ M_H..__o5.._14.._2_02_1 _________ ...., _________ .._ _______________________________ sH_E_E_T __ 0_F __ ... ~ R- 6096-S 20 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT CAMEO HIGHLANDS STREET RECONSTRUCTION C-7067-2 2 SHEET INDEX MAP SHEET INDEX MAP SH E E T 5 SHEET 6 SHEET 14 SHEET 12 SHEET 7 SHEET 8 SHEET 11 SHEET 13 SHEET 15 SHEE T 1 0 SH E E T 9 S H E E T 1 6 RECORD DRAWINGS - I - I-_ / \ < ( "' I I I ----- -----~ I ----- 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. I _;_ l_ -I_...___ PLANS PREPARED BY: PSOMAS 5 Hutton Centre Drive Suite 300 Santa Ano, CA 29707 {714) 751-7373 Fox{714) 545-8883 -•. -- L _ I _......J..,,;' L j_ -I ---.L..--L---L E COAST HWY 1'' = 80' REVIEWED: REVIEWED: f~~ ROBERT J. TALAFUS RCE 38832 t----+---+----------------------1 PATRICIA S. KHARAZMI, P.E. ASSOCIATE CIVIL ENGINEER DESIGNED: DRAWN: ....,...,,=::--=HN+,-,=--"""'H""IN ~1 -"-1-5...;_/_14...;_/_20_2...,1 I-R_Ec_o_Ro_oR_A_w1_NG_s _________ --,1-_----1 DATE 03/30/2021 CHECKED: MH DA~; 14 2021 NO. DATE DESCRIPTION OF REVISIONS APPROVED \ 1'' = 80' (') " -'----.J.'---JJ 0 >< w 0 z -I w --" e- F N 0 I 0 I u / z 0 F u ::J O' e-U) z 0 u w O' e-w w O' e-U) / VJ e-w w I V, / O' (') z w / N 0 00 0 co 0 " w z N / " :,, CL m -n ci 0 N cri - SHEET OF " 0 ::; R- 6096-S 20 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT CAMEO HIGHLANDS STREET RECONSTRUCTION C-7067-2 3 HORIZONTAL CONTROL PLAN RECORD DRAWINGS I I r ,< / " -- 0 0 24+06.85 - ~----+----;-L:;-18~'1'6+oo SURREY DRIVE -C13 - 14+00 12+00 r --I 4700 \ - L17 10+ 0 \ -\ - GARRETT DRIVE CL .• /"\ NO. LENGTH BEARING DELTA RADIUS BEGIN STA END STA \ \ ~\ \___./\ • \ 15+10.51 1i'l L19 180.92' N 40" 30' 01 "E 0+00.00 1+80.92 C14 57.46' 13"43'00" 240.00 1+80.92 2+38.37 L20 354.48' N26" 47' 01 "E 2+38.37 5+92.85 C15 137.30' 24"35'00" 320.00 5+92.85 7+30.15 C I 17+86.97 -1-r \ \ 1'2.~ -~ L21 104.89' N2' 12' 01"E 7+30.15 8+35.04 -----I -L -- -~ \ \ <§>" I - - - & - 7+27.52 -15 co -.I 18+49.52 \- \ <:,'\<:, <:,'I? \ _\_ ,.._ I,:_ a 23+78.02 4501 4509 4515 4601 4607 4615 4621 -/ J g 0 L,_ oi"§ 6 Q:c r-1_L1_ "' 0 "' Q:c 4500 17+64.66 4508 J 16+00 21+10.46 4501 4500 6+00 17+02.39 • 4501 4507 4515 4506 4512 L r 4509 4515 t 4520 4516 4522 4600 4610 4618 4624 l DORCHESTER ROAD 14+00 L14 12+00 -.......-----.I r 4521 4601 4607 4615 4621 /. ~" 4518 4600 4606 4614 4620 _I_ WAYNE ROAD C 4+00 2+00 4521 4601 4600 4606 _I 4607 4615 4614 4620 4621 515 2+00 6+ 4633 w > 0:: 0 {/) 0 z <( _J :r: ('.) 4627 ~ 4701 4+38.0~ "->o.,, 524 I r 518 ----i 512 4708 4714 I_ \ 1~" /'. 4727 4718 y 4731 CB 6+00 4721 4727 4733 1\0 1\19 4737 -L 4801 .. 1'2.'l. 4807 1211 I I I 4818 4815 DORCHESTER R 4+00 DAD 7-2+00 4801 4807 .... ~ 701 4824 4823 L12 4833 I - 4720 I 4726 I 4732 I 4800 4806 4812 4818 I O+ D """ 0 ..-- 0 (.) + 1 " = 100' 4+39.28 2+ 74.58 SURREY DRIVE CL NO. LENGTH BEARING DELTA RADIUS BEGIN STA END STA L15 490.92' N49" 29' 59"W 0+00.00 4+90.92 C11 99.16' 55·49•00" 1 OD.OD 4+90.92 5+90.08 L16 201.34' NT 19' 01"E 5+90.08 7+91.42 C12 199.86' 63"37'00" 180.00 7+91.42 9+91.28 L17 295.77' N56" 17' 59"W 9+91.28 12+87.04 C13 127.99' 3"40'00" 2000.00 12+87.04 14+15.04 L18 371.94' N59" 57' 59"W 14+15.04 17+86.97 DORCHESTER ROAD CL NO. LENGTH BEARING DELTA RADIUS BEGIN STA END STA L12 279.57' N49" 29' 59"W 0+00.00 2+79.57 CB 353.21' 8"11'00" 2473.00 2+79.57 6+32.78 C9 195.83' 51·00'00" 220.00 6+32.78 8+28.60 L13 124.09' N6" 40' 59"W 8+28.60 9+52.69 C10 151.32' 51·00'00" 170.00 9+52.69 11 +04.01 L14 660.64' N57" 40' 59"W 11+04.01 17+64.66 WAYNE ROAD CL NO. LENGTH BEARING DELTA RADIUS BEGIN STA END STA CORTLAND DRIVE 14+00 12+00 8+00 46~1 . _ J 4824 517 ;=~~~~==;-==-~~~~=~===;>Tcf;~===~~~~~L~6--=~==~6:+~o~o=~=-~~~c=4 !4+~o~o~~=~~~CO~R~T~LA~N~o~~D~R/~V~Ei~=-=--.L~~j 0) I T -, / / 2+oo -.__,___Lits:---=:ibf-o+oo L10 52.57' N43" 40' 59"W 0+00.00 0+52.57 C7 65.97' 14·00·00" 270.00 0+52.57 1+18.54 I 4515 / 4521 I .L 4527 4601 4615 4621 4627 9+85.31 4701 4709 L11 608.98' N57" 40° 59"W 1 +18.54 7+27.52 •1 ·~ ,---J _____.__----J.,I _ I ..- ...J 4715 4721 4727 4733 _ 4801 7 ;--o Jo 1 _I 1 _/ I I .,, I .., 4833 4839 ROCKFORD PLACE CL NO. LENGTH BEARING DELTA RADIUS BEGIN STA END STA E COAST HWY 0 0 0 --;_ J__j 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. L9 NO. L7 C6 LB NO. L5 C4 L6 C5 NO. L1 C1 L2 C2 L3 C3 L4 215.00' N84" 40' 59"W 0+00.00 2+15.00 ROCKFORD ROAD CL LENGTH BEARING DELTA RADIUS BEGIN STA END STA 57.95' N5" 19' 01"E 17+02.39 17+60.34 114.13' 38"28'00" 170.00 17+60.34 18+74.47 532.37' N43' 47' 01 "E 18+ 74.47 24+06.85 CORTLAND DRIVE CL LENGTH BEARING DELTA RADIUS BEGIN STA END STA 325.00' N49" 29' 59"W -0+30.00 2+95.00 314.22' 8"11'00" 2200.00 2+95.00 6+09.21 851.27' N57" 40' 59"W 6+09.21 14+60.49 241.90' 53·00·00" 220.00 14+60.49 17+02.39 CAMEO HIGHLANDS DRIVE CL LENGTH BEARING DELTA RADIUS BEGIN STA END STA 359.85' N32" 19' 01 "E 0+00.00 3+59.85 363.03' 55·00·00" 320.00 3+59.85 7+22.88 365.08' S82" 40' 59"E 7+22.88 10+87.96 99.48' 1 o·oo·oo" 570.00 10+87.96 11 +87.44 109.99' S72" 40' 59"E 11 +87.44 12+97.43 110.81' 15"07'00" 420.00 12+97.43 14+08.24 102.27' S8T 47' 59"E 14+08.24 15+10.51 \1 0 c_j I n 0 I ? is F u ::J ~ U) z 0 u w "' f-w w "' f--- ';J- i" w w I ';J- "' (_') z 'c!-N 0 00 0 co 0 SC w r--=:--:-:-:-::-:==-:-=:-:=-=---------------------..:::::-::;:;::;:;:--__!~====¥==i~====¥===================::j:===~kcc-c::=,---------r------------------------------J~ PLANS PREPARED BY: REVIEWED: REVIEWED: ,, PSOMAS 5 Hutton Centre Drive Suite 300 Santa Ano, CA 29707 {714) 751-7373 Fox{714) 545-8883 ROBERT J. TALAFUS RCE 38832 l--+-----+-------------------+-----1 f~~ PATRICIA S. KHARAZMI, P.E. ASSOCIATE CIVIL ENGINEER :,, Cl. m n 1----------------------.---------18 DESIGNED: DRAWN: N ~==:----'H"'-N'+:--:--=,----'-H::.:Ni-'-.:.1 .a4_5.;_/_14...:/_2_0_2_1 -1-RE_c_o_R_D_DR_A_W_I_N G_s ____________ -1------1 DATE 03/30/2021 1--------1 ro CHECKED: MH DA~; 14 2021 NO. DATE DESCRIPTION OF REVISIONS APPROVED SHEET OF i;' ------------------------------------------------'---------------------------...L.----=.:L.....::;a:L..:..:.t.:;;=L--..L..---....I.------------------...L.--__/l.-________ ...1.. ____________________ ...1.. ______ _J::S CASE "A" CASE "F" CASE "G" CASE "E" CASE "B" CASE "C" CASE "D" CITY ENGINEER RCE DATE STANDARD DRAWING NO. DRAWN: DATE: APP. SHEET 1 OF 3 181P. KHARAZMI 12/20/2018 CURB ACCESS RAMP NO.DESCRIPTION OF REVISIONSDATE NOTES: CITY ENGINEER RCE DATE STANDARD DRAWING NO. DRAWN: DATE: APP. SHEET 2 OF 3 181P. KHARAZMI 12/20/2018 CURB ACCESS RAMP NO.DESCRIPTION OF REVISIONSDATECITY ENGINEER RCE DATE STANDARD DRAWING NO. DRAWN: DATE: APP. SHEET 3 OF 3 181P. KHARAZMI 12/20/2018 CURB ACCESS RAMP NO.DESCRIPTION OF REVISIONSDATE R- 6096-S 20 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT CAMEO HIGHLANDS STREET RECONSTRUCTION C-7067-2 RECORD DRAWINGS 4 TYPICAL SECTIONS AND DETAILS CORTLAND DRIVE, ROCKFORD ROAD GARRETT DRIVE CONSTRUCTION NOTES: WAYNE ROAD DORCHESTER ROAD, SURREY DRIVE CAMEO HIGHLANDS DRIVE AT INTERSECTION OF EAST COAST HIGHWAY CAMEO HIGHLANDS DRIVE (STA 2+00 TO 14+80.51) * * * * * CURB ACCESS RAMP DETAIL DETAIL A CAMEO HIGHLANDS DRIVE, CORTLAND DRIVE, ROCKFORD ROAD GARRETT DRIVE ** MIRAFI RS580I FABRIC OVERLAP DETAIL ROCKFORD PLACE, WAYNE ROAD DORCHESTER ROAD, SURREY DRIVE, ROCKFORD PLACE * R/W 1 o· 8" FABRIC EXTENSION 20· 18.5' 4" AC OVER MIN. 8" CMB I2~ Ml~.I It 60' 20· 18.5' MIRAFI RS580I FABRIC l2~ Ml~.I R/W 1 o· 8" FABRIC EXTENSION R/W 8" FABRIC EXTENSION It 56' 1 o· 18' 16.5' 18' 16.5' R/W 1 o· 8" FABRIC EXTENSION EXISTING EOG ELEVATION PER PROFILE PROPOSED AC SURFACE ¾" LIP rn a:: w ::, z u ...J R/W 1 o' :,~1 ~i c \__ - 35' 25' RAISED MEDIAN~ 3 0% MA~•• l_ __11)% MIN- FS ELEVATION PER C/L PROFILE It 70' 35' 25' 3-D% MAX•• -1..D% Mlfu R/W 1 o' \__SEE DETAIL A HEREON UP SIDEWALL MIRAFI RS580I FABRIC OVERLAP OVERLAP MIRAFI RS580I FABRIC UP SIDEWALL UP SIDEWALL MIRAFI MIRAFI UP SIDEWALL RS580I FABRIC RS580I FABRIC NTS SEE DETAIL AJ HEREON NTS NOTES 1. IF DISTANCE FROM OJRB TO BAa< OF SIDEWALK IS TOO SHORT 10 ACCOMNODAlE RAMP AND 4' MIN PLAlFORM (LANDING) AS IN CASE A. lHE SIDEWAU< MAY BE DEPRESSED LDNGlllJDINAU.Y OR MAY BE WIDENED AS IN CASE D. 2. IF SIDEWALi( IS LESS lHAN 6' 'MDE. lHE FULi. 'MDlH OF lHE SIDEWALK SHALL BE DEPRESSw AS SHO'MII IN CASE C. 3. (NOT USED) 4. (NOT USED) 5. THE PAY LIMITS FOR CURB ACCESS RAMPS SHALL BE AS SHO'MII IN DETAIL A. 6. lRANSlllONS FRCM RAMPS 10 WALKS. GUTTERS. m SlREETS SHAU. BE FLUSH AND FREE OF ABRUPT 0-IANGES. 7. SIDEWAU< AND RAMP lHIO<NESS, "1", SHAU. BE 4" MIN. 8. UTILITY PUU. BOXES, IIANHIUS, VAULTS AND AU. OlHER U11UTY FACILITIES WllHIN 1HE BOUNDARIES OF 1HE CURB RAMP SHALL BE RELOCATED OR ADJJSTED TO GRADE. 9. COUNTERSLOPES OF ADJOINING GUTIERS AND ROAD SURFACES IMMEDIATELY ADJACENT TO AND 1111\IN 24" OF lHE CURB RAMP SHAU. NOT BE STEEPER lHAN 1V:20H (S.OX). GUTTER PAN SI.OPE SHAU. NOT EKCEED 1" OF DEPlli FOR EACH 2:-D" OF WIDlli. 10. RAISED TIUICATED DOMES SHAU. BE DARK GRAY IN COLOR AND SHALL BE ADA PAWRS AS MANUFACllJRED BY WAUSAU TILE, INC OF WISCONSIN, ADA-2 COLOR A-90 OR APPRD'IED EQUAL 11. DETECTABLE WARNING SURFACES SHALL BE A MINIMUM OF 48" WIDE PERPENDICULAR TO 1HE DIRECTION OF TRA'IEI. AND EXlEND 38• MINIMUM IN lHE DIRECTION OF lRAVEL. NTS TOP OF RAMP SEE NOTE9 SECTION A-A TOP OF RAMP SEE NOTE9 4' MIN RETAINING CURB F NECESSARY 2'1MAK 9 MIN a 8.JX MAX SECTION B-B DEPRESS ENTIRE SIDEWALi< AS REQUIE> RETAINING CURB ~ gEENOTrr----~~-~14@; ......__2XMAX l SECTION C-C 2,3• MIN AND 2.4• MAX CENTER TO CENTER SPACING, TYP. @ @@ RAISED TRUNCATED DOME PATTERN (IN-LINE) TOP DIAMETER 0.4S" MIN AND 0.4T MAX FRONT EDGE OF SIDEWALi( CF 10X: MAX AT CURB CASE "H" 10X MAX AT CURB 1. CURB AND GUTTER WILL BE PCURED FIRST AND RAMP 1HE FOLLONNG DAY TO ~lE CClD JOI\IT. 2. LOCATIONS WllH ~ OUT1ER SHAU. HAVE SPANDREL REPLACED. 3. P-WAY LANDSCAPE AND IRRIGA110N SHALL BE MOOFED ti KtlD. PAY LIMIT SIDEWMJ< PAY LltIT ECR PAY LltlT BCR R/W 1 o· 18' FS ELEVATION PER C/L PROFILE 3_0% MAX** 1 0% M\N. . - 11-- \__ - SEE DETAIL AJ HEREON It 55' NTS 18' J.O% MAX•• 1.~MIN. / R/W 1 o· ~SEE DETAIL A HEREON & ....__,,...__,,...._.,,....__,, . .....__,,....___.,,,~,....___.,,,__,,......__,,,__,. . ...._,,,...___,...._.,, ..... _,,......__,,....___.,, . .....__,....___.,,,~,......___.,,,__, . .......__,,,__, ~ \_4 1 MIN-!:!: FULL HEIGHT CF 10X MAX AT CURB I :ZXMAX Ill! I I . I I .. FRONT EDGE OFSI- CF 'iD ---'Aoifi) RETAIIIINO CURB I IFtECESSARYAT p:s:$:s:s~===;:s;!:s:s:s:s:;f"--PROPERTY LINE "f 1_4' MIN_, ii!. N I :ZSMAX 1::E s,s .. N a: 8.31: hlAX 10X MAX AT CURB RETAINING CURB I I ;,. 4' MIN 2X MAX 5X MIN a 8.3" MAX /_ FRONT EDGE OF SIDEWALK CF 'iD FRONT EDGE OF SIDEWALK O" CF ......... B..KliAx' .. ..... l RJl l,w( FRONT EDGE OF SIDEWAU< OF USE 1'11-iEN SIDEWALK IS LESS THAN 6' 'MDE i,._. 4' MIN .,...._...i I 2XMAX I I I I: VARIABLE I O" CF llll MIN & 8.3'1 MAX o• CF FULL HEIGHT CF I 0" CF 2ll MAK Si..oPE RETAINING CURB FULL HEIGHT CF 'iD llll MIN & 8.3" MAx O" CF FULL HEJOHT <F I VARIABLE II I I 0• CF I I Fill IECIII" CF FRONT EDGE OF SIDEWAUC R/W 1 o· 4' :siw I rr i l-- \__ - SEE DETAIL AJ HEREON R/W 1 o· R/W 1 o· 20' FS ELEVATION PER C/L PROFILE :3 0% MAX** ·,a% M\N. _ ~- 20' 18' ~ r7i l-- \__ - FS ELEVATION PER C/L PROFILE :3.0% MAX** 1.0% ~-- SEE DETAIL AJ HEREON It 60' NTS It 60' NTS It 56' 20' 2 3 J.O% MAX•• 1.0% MIN -----c:... 20' 18' 2 3 R/W 1 o· 4' lsiw: /-JI \I J \__SEE DETAIL A HEREON R/W 1 o· R/W 1 o· 3-D% MAX•• _1.0% MIN. / - '........__SEE DETAIL A HEREON . !:7 r ~r= 2' AC PAT<>I I I 'iD FUU. HEIGHT CF iE " ., /\1 NTS L.D. ......__,,...._,,......__,,...._.,,......__,,....___.,,......__,,...__,,......__,,,~......__,,......__,,...._,,......__,,...._,,,......__,,....___.,,......__,,...___,......__,,,~......__,,-......__,,......__,, CITY □F NE~P □RT BEACH DEPARTMENT □F PUBLIC ~□RKS 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. !nJ BASE DIAMTER t2:1 0.9" MIN AND 0.92• MAX RAISED TRUNCATED DOME PAY LIMIT DETAIL A CURB RAMP PAY LIMIT CITY □F NE~P□RT BEACH DEPARTMENT □F PUBLIC ~□RKS ®---- NTS PLANS PREPARED BY: PSOMAS 5 Hutton Centre Drive Suite 300 Sonto Ano, CA 29707 (714) 751-7373 Fax(714) 545-B8B3 RE~EWED: 10X MAX AT CURB --0 FRONT EDGE OFSI-O" CF ALONG ACCESS RAMP LANDING BCR O" CF FRONT EDGE FULL OF SIDEWAUC HEIGHT CF CITY □F NE~P□RT BEACH DEPARTMENT □F PUBLIC ~□RKS ROBERT J. TALAFUS RCE 38832 1--+------11---------------------+----1 CD PROTECT IN PLACE, ITEM NOTED 2 REMOVE EXIST PAVEMENT AND SUBGRADE FOR NEW PAVEMENT (";"\ CONSTRUCT 7" AC OVER COMPACTED NATIVE WITH UPPER 6" \::Y COMPACTED TO 90% MIN. PER GEOTECHNICAL REPORT. • SUBGRADE Q CONSTRUCT 8" AC OVER COMPACTED NATIVE WITH UPPER 's:.Y COMPACTED TO 90% MIN. PER GEOTECHNICAL REPORT. * 6" SUBGRADE -A O NT N CONSTRUCT 4" AC OVER A MINIMUM 8" CMB OVER MIRAFI RS580I FABRIC PER GEOTECHNICAL REPORT. SEE FABRIC OVERLAP DETAIL HEREON. NOTE: PAVEMENT CROSS SLOPES PROPOSED CROSS SLOPES MAY EXCEED MAXIMUM AND MINIMUM SLOPES AT STREET INTERSECTIONS. PA TRICIA S. KHARAZMI, P .E. ASSOCIATE CIVIL ENGINEER DESIGNED: DRAWN: 1--------"'HN-+-_____ ..;.H;.;.;Ni"-.:....-1-5.;./_1...;4/...;2_0_2_1 +-R_Ec_o_R_D_D_RA_WI_N_Gs ____________ --1------1 DATE 03/30/2021 CHECKED: DA TE: MH 05 14 2021 NO. DATE DESCRIPTION OF REVISIONS APPROVED SHEET OF LO " C vi Ci' f-C. C ,j- 0 I u / z C C u :::, 0-f-en z C u C. 0- f-C. C. 0-f-en / en f-C. C. I en / 0- LO z C. / " 0 cc 0 co 0 3 C. z " / :, :, Q_ m ~ n " 0 " cc ~ >, C :, R- 6096-S 20 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT CAMEO HIGHLANDS STREET RECONSTRUCTION PLAN AND PROFILE C-7067-2 RECORD DRAWINGS 5 CAMEO HIGHLANDS DRIVE STA 0+00 TO 8+00 165 165 165 165 165 165 0+00 MATC H L I N E - S E E S H E E T 6 STA. 8 + 0 0 . 0 0 SEE SHEET 7 CORTLAND DRIVE S E E S H E E T 1 2 D O R C H E S T E R R O A D WAYNE ROAD SEE SHEET 11 D O R C H E S T E R R O A D S E E S H E E T 1 3 EAST COAST HIGHWAY 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 4627 MA T C H L I N E - S E E S H E E T 6 ST A . 8 + 0 0 . 0 0 * SEE SHEET 8 CORTLAND DRIVE CONSTRUCTION NOTES: 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. NOTE: -------------: -------- -I> 1-----+------+------+--------1------+------+------+--------11------+------+-fll FF'fl--------1------+------+---~-~il'l'---------:'l"!:--f"-·<H "ff"A-.Tf -·~l&.-6&------11------+------+------+------1------+------+------+------1------+-----1 .... , 'l~N ~ .... I -., .... ..,, ' 1------+------+------+---------1------+------+------+---------11-------+------+-----'-"-',o,,.GL.LP,,,.ROFJLl'tl_~_,_\. _____ -+----_-_---+::l::-:--~~~~-if'-~-----,.,';1>;-· --------e:r----r==P>-'~~EL;;"E'i,V:;,cH-,:il7;,c.·=10B~_----=-,----.------+------t--------l------+------+------t--------l------+------+-------I : LVC:50.10 O-' l-----+-----+-----+---------j------+-----+-----+---------jf------+-----+-----+--____)'===-¾,,~===---__:_f---------;;l;-l>----~f------1--4'-~·:3.477,r,G-Z-;.17.§-2,0J",.,_._~~=t--~--+------+-------+------+--------+------+-------+------+---------t-------+-------t P~ STA:1+75.00 . Y, • I nnn• r..r-I ur,, rr.1 G1: 5.26%,G2: 1.76_% _,.,,..- 0 _J OU N u;i 0 . a . ' "' '-' _J 0 _J 0 u • "' q r-- + "' "' ~ 1.76% " ' I 0 ci -+ 1.63% I I P~ STA: 4+50.00 u <D ,-.: ;:..: , ';: c . ~:,!:: Or--,. ( LVC: 5.00 . 2.08% ..:t.. :· V -------------C , > < -" UC , le I t_)\ { :, I. le/ L _ -------: i----------i--------i---------i---------,--j::-'"-----~-----~------i------------ii--------DROic:1 la---------ii------DRoic:11:ia:--+------+------+--------11------+------+------+--~"--------'::r-----+------+------+------1------+------+------+------1--------t-----1 ________, , C ~ I,, V I _,.,,..-C 00 rx1s:. NG-RIGM' EO PROFILE \. ' < , ' : -D ~I,, ,_ ' ; ,_ ii:, ' ' , ,':-, 1/, / . -. -I \ -518 - / 524 ' -' ' ', CAMEO HIGHLANDS DRIVE ------' --' =-----=--w------,,j;------~r;-------+-------------+------1------+-----+-----+------1-------+-----+-----+-------1 ' NOT CONSTRUCT SCALE: HORIZ: 1 "=40' VERT: 1 "=8' CD PROTECT IN PLACE, ITEM NOTED 0 REMOVE EXIST PAVEMENT AND SUBGRADE FOR NEW PAVEMENT I\ (, V CONSTRUCT 7•Y ACV OVER COMPACTEDVNATIVEV WITH UVPPEVR 6" SUBGRAD ~ 0 <,_OMl;'ACIED ATO A90%_._ Mlt;!. PJ:R QEOIECl:INICJIL ~EPQRT.A * A A A _ t.\ REMOVE EXIST. AND RECONSTRUCT TYPE "A" PCC CURB & GUTTER PER CNB 1..2) STD-182-L ® REMOVE EXIST. AND RECONSTRUCT 8-IN THICK PCC CROSS GUTTER PER CNB STD-185-L r,"\ REMOVE EXIST. AND RECONSTRUCT 6-IN THICK DRIVEWAY APPROACH TYPE I \,!.,I PER CNB STD-162-L, SEE ITEM(S) NOTED ON PLAN ® REMOVE EXIST. AND RECONSTRUCT 4-IN THICK PCC SIDEWALK PER CNB STD-180-L ® REMOVE EXIST. & CONSTRUCT PCC CURB ACCESS RAMP PER DETAIL 9 ON SHEET 4, CASE PER PLAN AND CURB RAMP DETAILS ON SHEETS 17-19. @ REMOVE EXISTING AND INSTALL NEW WATER VALVE BOX AND COVER TO PER CNB STD-511-L @ ADJUST TO GRADE UTILITY BOX BY OTHERS GRADE r.":;\ REMOVE EXISTING AND INSTALL NEW WATER METER BOX TO GRADE PER CNB ~ STD-502-L @ FURNISH AND INSTALL TRUNCATED DOMES TILES ON EXISTING CURB ACCESS RAMP PER DETAIL 9 ON SHEET 4 Q REMOVE EXISTING AND INSTALL NEW ELECTRICAL PULLBOX TO GRADE PER CNB 'e:!J STD-204-L ,,:;;:,., REMOVE EXISTING AND INSTALL NEW SEWER RING, MANHOLE FRAME & COVER 'c5 TO GRADE PER CNB STD-401-L AND CNB STD-111-L ~ REMOVE EXISTING AND INSTALL NEW GALVANIZED CATCH BASIN FRAME AND 'e3i GRATING PER CNB STD-321-L-A AND STD-321-L-B, NUMBER OF GRATES PER PLAN. LEGEND I I LIMITS OF PAVEMENT RECONSTRUCTION ~--~ 1-·· · ·::: .. _ ..... ·1 LIMITS OF CONCRETE IMPROVEMENTS V V V V OVER SATURATED "ONDI •TE: CONSTRUCT 4" AC n "~UM 8" CMB OVER 40' 20' o' 40• 80' > MIRAFI RS"--. "IC PER GEOTc._ '•L REPORT. "'"" . "C OVERLAP DETAIL ON SHEET •. GRAPHIC SCALE ..,,___,._--_,-.__,--._.,__,,._A..,,_.__,-.__,-._.,-__,.-_,.__,._..,.__,--.__,-._.,__,,_-_,___,.,._~./ Note: For reduced sized prints, original scale is in inches !:1 0 "' w w f< "' '° I "' 0 I ;:-- z 0 F u co Q" C-V, z 0 u w Q" c-w w Q" C-V, ./ r" w w I ,:'.)- 0" C) z :;!- N 0 "' 0 '° 11 w z .-------------------------------.--------------.------,.-------.----------------------.----,-----------..--------------------------------1;)-PLANS PREPARED BY: PSOMAS 5 Hutton Centre Drive ROBERT J. TALAFUS RCE 38832 1----+-------11---------------------+----1 THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION SUBMITTED, IN Suite 300 PART, BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, CITY OF Santa Ano, CA 29707 •• ~ ~ DESIGNED: DRAWN: /\ RE"1EWED: f~~ PATRICIA S. KHARAZMI, P.E. ASSOCIATE Cl~L ENGINEER :, " Q_ 0 N n ci 1-----------------------..----------10 N 1----------1"' NEWPORT BEACH IS NOT RESPONSIBLE FOR ITS ACCURACY, NOR FOR ERRORS OR ···-1'.:1' C/V\\_ <:;~ 1-,..,,,.,...,,.,...--H"'N+:,-,,,=:,---..;.H;;,;N,t.,/:...:.11-4\_s.,;./_1.,;.4/_2_0_2_1+-R-EC_o_R_D_D_RA_w_1_N_Gs ____________ --l-__ ---1DATE 03/30/2021 OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THESE PLANS AS A RESULT. {714) 751-7373 Fox{714) 545-8883 ·----.. _ or CM-'' L ____________ ....,!;~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~!.L _____________________ --_--_-_-___ _JLc_H_Ec_K_ED_:___!M!.!:H!LDA_TE,!;!;0521,'il:.!;14:!;if/~2~02~1LN::O:... L_:D.:.:A.:.:TE:..._...1.D:.:E::S.::..CR.:.:IP.:.:Tl.:.:O.:.:N.:.:O:.:.F.:.:R.::E:.:."1::Sl::O:.:.NS:..._ _________ _JLA.::..P:..PR.:.:O:.:V.::..ED:.L _________ L ____________________ LsH.::E::ELT __ o.:.:F __ ...J i R- 6096-S 20 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT CAMEO HIGHLANDS STREET RECONSTRUCTION PLAN AND PROFILE C-7067-2 RECORD DRAWINGS 6 CAMEO HIGHLANDS DRIVE STA 8+00 TO 15+10.51 180 180 180 205 205 205 8+00 ST A . 8 + 0 0 . 0 0 MA T C H L I N E - S E E S H E E T 5 SEE SHEET 14 SURREY DRIVE SEE SHEET 16 GARRETT DRIVE 9+00 10+00 11+00 12+00 13+00 14+00 15+00 735 729 630 ST A . 8 + 0 0 . 0 0 MA T C H L I N E - S E E S H E E T 5 SURREY DRIVE SEE SHEET 15 CONSTRUCTION NOTES: * NOTE: ---' ' EXISTING LE "T -; ' t.Ul, r'RUFI ~t. "' , / \ E ,ISTING LEFT_ ---i=-==~--+--------------::,---"ffi~--~\-+------+------;ffi_~(l-PR5fllf-_"-~s--"'-.-------,,+------+----_-_--e--=='------ii,r;------ffi-,,-------ll-------+--------l-----+-------+-----+-------+-----+------+-----+------+-----+-----I - ------ ___,. ~ , ' ~- . rn co _J 0 0 8 _J • "' 0 0 (0 0 ,-... + ,-... 0 ,-... co -' co -,-... - _,,..,,. ..,,--:: ' ~ ~I-- 0 _J OU 0 ;iii ~ ... rn co oO cio '° ' co m- \ ,, "'- 0 _J OU 0 F I -ro I I __,,,,,,... I I ~-".W ~ I I V, <( z 0 f-a. z ( PVI STA: 2+00.00 m/1 Cl r , :WW, LVC: 1 •0.00 i., I: 8. i .l5c, UL: 4.-' l~o UN uJ • Q_J ~ > N O .....JOU • 0 " m O.....JL!1U.~ ~~~ O O.....J NNNt')+ .L!1 oN O.....J~Ud~~~+-~N~+ 1....,,-' ~ I I 0 9.,'J,"1°___,.,,,...,. \ +· ~r 1-----+------+-----,f-'!-~=--'l?----+---'----11:-------l:::=-&i!r',JST, C/L O O----! -,~ ----'<RGn. ~ I - ----,, (. \ \ \ ( rn co - EXI ,T_ C/L RUFl[t. ' ;, 0 _J 0 u 0 (0 0 -' --N - -_J '° 0 c'5 0 ixi '° ...: '° '° "1 <I' (0 -1:--,;;; ·" ---N --..J 4. 0 ' ' ' ,; ' , ~ PROFILE S2 t') ~ • PROFI l-------+-----,-J..-"""'------------<4>---/1---+----+--'--'-'--'--'=--+----'\--\-------'+';'tr-oc-,j-----lc c;:7"7-"''---------5'2------t---------'...:..:..::~:.__ ___ -+----+-----t--------t-----+----+-----+--------t-----+----+-----+--------t-----+----+-----+--------t-------l ' ' -----1-------'l---~O~m,g..__ ~' ------"+'-----+------l--------+------+-----+------l--------+------+-----+------l--------+------+-----+------1----------1------+-----+------l------l 1-----+--------0'Jl------.,,s--;as;,-----,,d-,,--+----+-----vx1 S--TINc;-RIG -n -~----;;,,- i-------t-------+-, ___ P_R---t'~-G~ 1c,-,.:L-----+-~F_,•Q=G~P~RDF F----.,,_ ~,'\-\------t--=~~ ~; --- , " \. ...-; ' -\ \ _,...-; ,,,--~I-------; i:- '-'\ ; EXIS ING RIGHT~ -0-<N 1-----1---------a--------ll--------1-------t --"''7'"'"-----"! _,___----\\,------i:fi-----+-----+-------E@66-PR0Fl\::E-:___,,!-"-----+-_=--=-----.r-----;t:-------+-----+-----+-----+-----+-----+-----+-----+-----+-----+------+------t-----t------J .........--: ...,_ .:::,... I \.. ---,,_-:-,_.. □ 633 _J f-<( - "" I I / ,----- ' /,' ;: rfli o'~,, ½DCHARTER ;:.,,,. '~ J CAMEO HIGHLANDS DRIVE 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. PLANS PREPARED BY: PSOMAS 5 Hutton Centre Drive Suite 300 Santa Ano, CA 29707 {714) 751-7373 Fox{714) 545-8883 . , , , 0 723 ' \\ , , ~ , X X DZIJS'-i fl~r_'c LEGEND I I LIMITS OF PAVEMENT RECONSTRUCTION ~--~ 1--·_ -. : ·.• " .• -1 LIMITS OF CONCRETE IMPROVEMENTS - - - - OVER SATURATE ONDI ~ - SCALE: HORIZ: 1 "=40' VERT: 1 "=8' /\ ~-CONSTRUCt 7" AC' ovtR COMPAC"rED'NAtlVE'WITI--l u'PPER 6~ SOBGRAD Ll.:':,, COMPACTED .TO .90%. Ml~-P~R GEOTECl-jNIC}.L t<EPQRT .. * . _ (';'\-REMOVE EXIST. AND RECONSTRUCT TYPE "A" PCC CURB & GUTTER-PER CNB \.V STD-182-L tc'\ REMOVE EXIST. AND RECONSTRUCT 8-IN THICK PCC CROSS GUTTER PER CNB \V STD-185-L '7'I REMOVE EXIST. AND RECONSTRUCT 6-IN THICK DRIVEWAY APPROACH TYPE I \!..J PER CNB STD-162-L, SEE ITEM(S) NOTED ON PLAN ® REMOVE EXIST. AND RECONSTRUCT 4-IN THICK PCC SIDEWALK PER CNB STD-180-L ® REMOVE EXIST. & CONSTRUCT PCC CURB ACCESS RAMP PER DETAIL 9 ON SHEET 4, CASE PER PLAN AND CURB RAMP DETAILS ON SHEETS 17-19. @ REMOVE EXISTING AND INSTALL NEW WATER VALVE BOX AND COVER TO GRADE PER CNB STD-511-L @ ADJUST TO GRADE UTILITY BOX BY OTHERS @ FURNISH AND INSTALL TRUNCATED DOMES TILES ON EXISTING CURB ACCESS RAMP PER DETAIL 9 ON SHEET 4 r,;",:;\ REMOVE EXISTING AND INSTALL NEW SEWER RING, MANHOLE FRAME & COVER ~ TO GRADE PER CNB STD-401-L AND CNB STD-111-L CONSTRUCT 4" AC IMUM 8" CMB OVER 40' 20' o' 40' 80' MIRAFI RS-·-IC PER GE0Ic., •~•L REPORT. ~-. C OVERLAP DETAIL ON SHEET T, GRAPHIC SCALE Note: For reduced sized prints, original scale is in inches . . . . . ~ REVIEWED: f~~ ROBERT J. TALAFUS RCE 38832 1----+-------11---------------------+----1 PATRICIA S. KHARAZMI, P.E. ASSOCIATE CIVIL ENGINEER DESIGNED: DRAWN: HN HN ffi 5/14/2021 RECORD DRAWINGS DATE 03/30/2021 CHECKED: DATE: MH 05/14/2021 NO. DATE DESCRIPTION OF REVISIONS APPROVED SHEET OF '-" °" 0 e--' w w °' e---U) '° I ,n 0 I u / z 0 F u ::J °' e---U) z 0 u w °' e---w w °' e---U) / VJ e---w w I V, / °' (_') z w / N 0 00 0 '° 0 °" w z N / " :,, CL N n ci 0 N ro ->, 0 ::; R- 6096-S 20 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT CAMEO HIGHLANDS STREET RECONSTRUCTION PLAN AND PROFILE C-7067-2 RECORD DRAWINGS 7 CORTLAND DRIVE STA 0+00 TO 10+50.00 155 155 155 155 155 155 0+00 MA T C H L I N E - S E E S H E E T 8 ST A . 1 0 + 5 0 . 0 0 SEE SHEET 16 GARRETT DRIVE SEE SHEET 5 CAMEO HIGHLANDS DRIVE CAMEO HIGHLANDS DRIVE 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 517 MA T C H L I N E - S E E S H E E T 8 ST A . 1 0 + 5 0 . 0 0 * NOTE: EXISTING LE 'T ;-----+----------t-----+-------+-----+-------+-----+------+-----+------+-----+------+-----t-------+--,t.:-rrr:uc,,-1PROFl '"'.t.--==,'\_---+---------1------1---------1---------1--------1---------1----------------+-------1----------1--------1-----J OJ CD , ' 0 C ' ~~ C -" _: , ~• ..,,n.1• --• ~ , PVI ELE1':159,44 , .aPVI STA:9+25.00'. , ( , ~-~v ,, LVC:P 5,00 PVI ELEV:155.40, ..... i 11 7 2: 2,31r I IJQ-§9-:-Q " ., ~ .. __, ,:!~ 'f-" ~ ~~ r O G1:-2.31%, t--------<------t---~------,"-------------,------f------t------+------+------+------+------+----------;a,.;f---------+------+-----'-"t_J----mt_o:,;;;i-;cocl-_Jcaos-r-_J,;-os-r-_J;,os-r-_J,_o,;I--_J,:o::-r_J-:--o:.-_J-o----,---_J-f-----'_;(Ho;---------11------i-----,,,,,,.,.-,,:=-'-o .. '~·7,,,or-t-------i----------t---------i--------;----------i------------t--------i (.!) 0 .....J _ u L()O UL.f} uo Ult) uo UL() o 0 u-'"' 0 9 1::,-::!W ro u r---- <Il <Il rn 8d ou ci dOO LOI"') + .. ,co co r---1.0 il[)r--.1.i.)r--.LOr---.Lnr--.ll)r---cor--,.cri-?.o::i.----111. o-Lf?Uouo....J v 1---------j------1------'!lt---------;=,:l-;--------§,t,a,-------c,f_JC)...-----~Q:W--"°"''-----------:;t-;c;:;---------{%'!:;:-----o<;,·-Ro~ ____ ;"'cpq55--___ -':o+~-~-------e+',ffi,._:-------------'co"'Ji,::>-· ____ _..±-Of"''-----------io+t---f-=---f-=---f-=---f -=---+-'-----f -=---+"'~+"';.:_OJ-f"'~+,t---------.+ot:;:-:-------~ocfi----iN~~ld."'crueio:5/-""'n .f---;:;:;j',.,'--''--;o:stc_Jr--------:Q3-ld"'----t-------+------+------+-----+-------I ....J O.....J OU a....... ci..,.... ONo, LO"q"' +.n __._{0 L&J l,,IJ • LO 00 +~Nc-..il'-co • LI...U J"")__._ • di"') 0 _J 0 au ,-, Lf},-, . +L!) v .. , .... L() Lf').----.-"11 ot .----mLD+ .rr:>c,oo L11.;:!. a...-1.().---- 0111 0$:? LO-<t O. N~ l"')IO ...-Q.967o ,-., O'> i:;:.:: L{)O')++ N<.O +V +..,.: I"') 01"1 <A.I +I"') +!'2 LO .-.----... ... -, F -2,310,, ...... l{')O'> o,.-; I() a··, ~LO +~ ..-Ill) I~ .-Q,99% ' -; -. ~~ ~-/ ) / ' ~i ) : ~e' ✓ 1--' / ~I--' 1.05% ' < ' ,_ ' 1.56% '-.. - ~ ~ "' L / ~v .__,. / . _ ~ , , " ~ , v / 1:.X[ST.7 7L., _ __,, ~"' _Ju _J u , , : l--------,---~"'"----+,_--------i.li---------,,,1;"'-----~---------'+'---------,,---------,f--P~IR0P-:---€1'~-----bG-----f------t------t------+-N~,.._*--c-,".+,.._,..._-----"l'"------------,-:,:---------,f------f------t------t-----1 t--------<---~;:::,,~---"1''---------'+,------+---------,---------,f------t------t------'P---'R,..,O"'-F--"IL='E"---t------+-------t---------,------f------t------t------+------+------+------+------+------+-'£.Hi-~--~· -~---t------.la------+------+------+------+-----l I[) l!) co L[) + ..... +-t--------i------f-------+------+------+-------+-------+-------+-------+--------+-------+------+-------+---------i------f-------+------+------+-------+-------+-------+-,umt---,-_,,t----t--------1----------,f-------f-------+------+-------I ' ' ' ' 210S 7 SIDEWALK & ' . ' ' APPROACH ~ ~32SFffi DID NOT CONSTRUCT . ,,,.. • ..______.1._ '-1 I J 4807 4801 : EXIS NG RIGHT EO; PROFILE \ ' C C ,,.:;:------ : __ , \ 17:--,1 I- . -' 4733 4727 ·' 4721 >. • ---1 ~o.,,'"0 oo,. ~./: ""':v > -" , G--=.,.~1 , '((::)/__,:, , 6-48ASPFF~{IR8Bofi}Ai;:,c:::H~l---e;..-/d i. '[J ~Lf " • o--s~G\_ ·; • 4715 , ,IL'=:=-,cf'.~,,:,,"> 4709 4701 --,~ 20· ~ 2c· 1_, -;,J_I v . r 1;,,----"" T ' ,_ ,' +o"'L' --, -" , .--:..,,rf:c ('"" '.''.: , ;4 -...:,, '----J /1.Jt2s~ '.7).-, .• , __/ 2 X 3 s_-'!~Ew ·:~-0 ~ • --. -· _, l'l i---i 1lt o+ilo-~~. 1511.9,1-§162 / --' f~r=:=-~---' ~ &,:->~"'-~-, .--._.. _, rl'.7 f,'/""\?~~'"-"'::J: 10 '22' -n _____ > __ --. ____ .. ·_ __--. =3X-_2}-[XJ ~ .... .., ✓-... 1~-L..._-,,';_t r>: .• :" /FL \. : • / ,·,s:-ss W-, -:.c:.::,-:'"''" -.-_ ,_'-l=c.cc.cl:, ,I I fa. • OIA( _ \ ~ ,. ___ --, :, _ ., -~ -~-_ _ _ ,,, ' '. ./ /L, fr \ :'<~/,' ~ ' ,, 11 1. > > } CORTLAND DRIVE - OVER SATURAT• " CONDIT ,., CONSTRUCT 4" AC 0~ IMUM 8" CMB OVER MIRAFI RS5"n' , .. C PER GE• . , "CAL REPORT. si:-i:--··" OVERLAP DETAIL ON SHE1:., CONSTRUCTION NOTES: CD PROTECT IN PLACE, ITEM NOTED ® REMOVE EXIST PAVEMENT AND SUBGRADE FOR NEW PAVEMENT r,;\ REMOVE EXIST. AND RECONSTRUCT TYPE ~'A" PCC CURB & GUTTER PER CNB \2J STD-182-L h\ REMOVE EXIST. AND RECONSTRUCT 6-IN THICK DRIVEWAY APPROACH TYPE I \_!_,,I PER CNB STD-162-L, SEE ITEM(S) NOTED ON PLAN ® REMOVE EXIST, AND RECONSTRUCT 4-IN THICK PCC SIDEWALK PER CNB STD-180-L ® REMOVE EXIST, & CONSTRUCT PCC CURB ACCESS RAMP PER DETAIL 9 ON SHEET 4, CASE PER PLAN AND CURB RAMP DETAILS ON SHEETS 17-19 @ REMOVE EXISTING AND INSTALL NEW WATER VALVE BOX AND COVER TO GRADE PER CNB STD-511-L @ ADJUST TO GRADE UTILITY BOX BY OTHERS LEGEND I I LIMITS OF PAVEMENT RECONSTRUCTION ~--~ 1-·-·_ -, 1:-.· --_. -1 LIMITS OF CONCRETE IMPROVEMENTS 40' 20' o' 40' 80' GRAPHIC SCALE ~ REMOVE EXISTING AND INSTALL NEW SEWER RING, MANHOLE FRAME & COVER 1¢3 TO GRADE PER CNB STD-401-L AND CNB STD-111-L Note: For reduced sized prints, original scale is in inches SCALE: HORIZ: 1 "=40' VERT: 1 "=8' !:1 0 "' w w f< "' '° I "' 0 I ;:-- z 0 F u co [I' C-V, z 0 u w [I' c-w w [I' C-V, / r" w w I ;'.)-[I' C) z :;!- N 0 "' 0 '° 11 w z ,-------------------------------~-----------.--..-----~--------------------,------,----,-------------r--------------------------------1;)-PLANS PREPARED BY: PSOMAS 5 Hutton Centre Drive ROBERT J. TALAFUS RCE 38832 1----+---------ti---------------------+----1 THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION SUBMITTED, IN Suite 300 PART, BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, CITY OF Santa Ano, CA 29707 ·, ~ ~ DESIGNED: DRAWN: /\ REVIEWED: f~~ PATRICIA S. KHARAZMI, P.E. ASSOCIATE CIVIL ENGINEER :, " Q_ N N ,;-; ci 1-----------------------"T""--------10 N 1-----------1 "' NEWPORT BEACH IS NOT RESPONSIBLE FOR ITS ACCURACY, NOR FOR ERRORS OR --.-z1-C/V\\. <::;~ 1-,..,,,.,..-;:.,....-H'-"N+:,.,.-=:,---..;.H"'Ni</:...:.11-4\_5.;./_1.;.4/_2_0_2_1+-R-EC_o_R_D_D_RA_w_1_N_Gs ____________ --l-__ ---1DATE 03/30/2021 OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THESE PLANS AS A RESULT. {714) 751-7373 Fox{714) 545-8883 ··------or CM-'' L ____________ ....,!;~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~!L _____________________ --_--_-_-___ _JLc_H_Ec_K_rn_,___.!M!.!:H!LDA_TE,!;!;D5'2J.';;-:.!;14:!;if/~2~02~1LN::O:... L_:D.:.:A.:.:TE:..._...1.D:.:E::S.:::CR.:.:IP.:.:Tl.:.:O.:.:N.:.:O:..F.:.:R.::E:.:.Vl::Sl::O:.:.NS:.._ _________ _JLA.::..P:..PR.:.:O:.:V.:::ED:.L _________ L ____________________ LsH.::E::ELT __ o:..F __ ...J i R- 6096-S 20 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT CAMEO HIGHLANDS STREET RECONSTRUCTION PLAN AND PROFILE C-7067-2 RECORD DRAWINGS 8 CORTLAND DRIVE STA 10+50.00 TO 16+50.00 155 155 155 155 155 155 11+00 MAT C H L I N E - S E E S H E E T 9 STA . 1 6 + 5 0 . 0 0 ST A . 1 0 + 5 0 . 0 0 MA T C H L I N E - S E E S H E E T 7 12+00 13+00 14+00 15+00 16+00 17+0010+00 51 8 ST A . 1 0 + 5 0 . 0 0 MA T C H L I N E - S E E S H E E T 7 MA T C H L I N E - S E E S H E E T 9 ST A . 1 6 + 5 0 . 0 0 CONSTRUCTION NOTES: * NOTE: EXISTING LtFT ; ' EOG PRO ILE \ ·, . ' \ -✓ >,-L p ' L ,✓ C • r • C, -' -' Q -! .:c--• ci "' 0 , ,-,1 LI) 6 ,,; ci '~ 0 u 0 _J (!) LI) 0 ci 0 u 0 _J N . "' 0 "' ci 0 _J (!) -+ " u Q "'S -"' --0 m --N iii + Q 0 "' ci 0 u 0 _J C, _./" -N 0 N "' N 0 0 u --,.,:itj~ -.,, ';;. "1 ~ 0 "' 0 8 u . "' ,:::: ---: < .... .... ... ':.C 0 "' ---+ ,,< . -,i I ,,IJ1.l'D "' . '" ' -1.80% --, I ' -✓ Cr ' r-ROP:-C7L_ _j ,✓ . ' ' ~ 0 ROlclbE: E 1ST. C/L_ .:c, ' ;-ReFtt~ .:· ,, EXISTING RIG HT ~ < c.OG7'ROF t c. \.. ' -✓ .:~ 'p . -✓ C • : . • C, ' '~ l .:c--,, "'""' .::::i""'x::-7',1 / 4627 ,, ' . . I, ., I .. '• ' , , . ' 4621 .. >< 4615 ><Tl I ) '--> 1.__,, ~-------'--, !, k ,, 1; '· ( ,· 4607 lJ 4601 ~ 4527 I L , •' ' i \ R_2X3) ' I; -E ,'l ,'f',b ' . I ·, 11 ~/, 515 4620 4614 CORTLAND DRIVE PLANS PREPARED BY: PSOMAS 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, 5 Hutton Centre Drive Suite 300 Santa Ano, CA 29707 {714) 751-7373 Fox{714) 545-8883 ,, . ,✓ CD (!) _J 0 u ci ~ LO J, "' .... 1.55% ~ , ' -✓ I • . 0 -! Q "' + :i "' - . C . .:c, ~ . ·J.o9% I I ;- ,i • C, 0 u ,.-: "' ,;,, + ;:: .... - : : < ' cj . • C, I I - > > . LEGEND . LIMITS OF PAVEMENT RECONSTRUCTION LIMITS OF CONCRETE IMPROVEMENTS . . . OVER SATURATED SO ~,.,s NOTE: CONSTRUCT 4" ·-~-~R A E .. 8" CMB OVER MIRA""' FABRIC PER GEOTECH 0 EPORT. FABRIC OVERLAP DETAIL ON SHEET 4. REVIEWED: SCALE: HORIZ: 1 "=40' VERT: 1 "=8' 2 REMOVE EXIST PAVEMENT AND SUBGRADE FOR NEW PAVEMENT G)~ CONSTRUCT 7'" AC~ OVER COMPACTED~NATIVE~WITH UPPE~R 6Yi SUBGRAD 3 t;OM!;'ACJED JO _90%__ Mir;!. P_ER ~EOJECl::!NIC_AL l3EPQRT .. * . . . . ®-REMOVE EXISf° AND RECONSTRUCT <i=-IN-THICK PCC-SIDEWALK PER-CNB STD-180-L @ REMOVE EXISTING AND INSTALL NEW WATER VALVE BOX AND COVER TO GRADE PER CNB STD-511-L @ ADJUST TO GRADE UTILITY BOX BY OTHERS @ PRUNE TREE ROOTS AND INSTALL ROOT BARRIER ~ REMOVE EXISTING AND INSTALL NEW SEWER RING, MANHOLE FRAME & COVER le:J TO GRADE PER CNB STD-401-L AND CNB STD-111-L 40' 20' o' ~40' 80' GRAPHIC SCALE Note: For reduced sized prints, original scale is in inches f~~ ROBERT J. TALAFUS RCE 38832 1----+-------11---------------------+----1 PATRICIA S. KHARAZMI, P.E. ASSOCIATE CIVIL ENGINEER DESIGNED: DRAWN: /\ l-,-=-=:--H'-"N+:,-,,,=:,---..;.H;;,;N-t,,/:...:. 11-4 \_5.;./_1.;.4 /_2_0_2_1 ,1--R_Ec_o_R_D_D_RA_w_1_N_Gs ____________ --l------l DATE 03/30/2021 CHECKED: MH DA ~;/14/2021 NO. DATE DESCRIPTION OF REVISIONS APPROVED SHEET OF "" " 0 "' w w a-f-en co I "' 0 I u / z 0 F u co a-f-en z 0 u w a- f-w w a-f-en / en f-w w I en / a- "' z w / N 0 ro 0 co 0 " w z N / :, " (L n N n ci 0 N cri ~ >-0 ::; R- 6096-S 20 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT CAMEO HIGHLANDS STREET RECONSTRUCTION PLAN AND PROFILE C-7067-2 RECORD DRAWINGS 9 ROCKFORD ROAD STA 16+50.00 TO 24+06.85 150 150 150 150 150 150 16+00 M A T C H L I N E - S E E S H E E T 8 S T A . 1 6 + 5 0 . 0 0 SEE SHEET 11 WAYNE ROAD SEE SHEET 13 DORCHESTER ROAD SEE SHEET 15 SURREY DRIVE 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 ROC K F O R D P L A C E SEE S H E E T 1 0 MA T C H L I N E - S E E S H E E T 8 ST A . 1 6 + 5 0 . 0 0 CONSTRUCTION NOTES: * NOTE: < ---,c, ------+-------t--------t----------Jt------t------t------t------+------+--------"'3c----------l PVt-S-'lk-h"+25.0~,.,_------+-------+--------+-------+-------+--------<--------,>-------t------+------+-------+-------+-------1 w - ' ' ' ) .. c " ' c - . DID NOT CONSTRUCTffi~6SF~ - 8 r I - 1.69% C . ' .. -~ ,c, . . ' ' ; , ...,, " ,.. ..... 'n -nn.[).n PVI ELE : 140.80 -.C,. ,_, __ G1: 1.69% ~2: 0.49% ' ' ~-' - . . . a' ~-~-i M) .. L, EXISTING LEFT EOG PROFILE . n, ,i ,-,.-r • • Ir, ' 50...0n PVI ELE :140.06 ~ • e-~-Lj(Jv . .:..- Gl: 0.49~l G2: 6.47% EXISTING RIGI T ----, ' . ' ~- .. O.....JW • O.....JI.OU CE ROCKFORD ROAD --------'! PVI ELEV: 157.86 C) LVC: 125.00 . 1,.,.. • C • ....,,... ""• -z ,..,.,.. , 0 __J q -+ "' <O -2.03% 3. • ' "' 0 __J . 0 <O o+ 0 __J 0 u + .N t<) • L, j ... ' ) 0 r----9 r----0) ---N .... ___, -____,.,,..,.., • ~ < I , ,. I ,, I PROP. C/L __j : ----------- < 0 u ,.;:: N + , <O N \ \ ) > LEGEND I I LIMITS OF PAVEMENT RECONSTRUCTION ~--~ 1-·· · -,::-._· ·•. --1 LIMITS OF CONCRETE IMPROVEMENTS OVER SATURATED -NOTE: SCALE: HORIZ: 1 "=40' VERT: 1 "=8' (i) PROTECT IN PLACE, ITEM NOTED @ ~MOVE EXI~ ~V~E":: ~D ~UBGRADE .::_oR_NE!_ P~VE~EN~ /\ (Q:) CONSTRUCT 7" Ac· OVER COMPACTED.NATIVE" WITH u"pp(R 6~ SUBGRADt) ~ 3 COMPACTED ATO 11or~ Mlt;!. PJR GEOTECHNICf,L fEPQRT:,... A ~-"' REMOVE EXIST. AND RECONSTRUCT TYPE "A" PCC CURB & GUTTER PER CNB \2J STD-182-L ® REMOVE EXIST. AND RECONSTRUCT 8-IN THICK PCC CROSS GUTTER PER CNB STD-185-L r,;-,, REMOVE EXIST. AND RECONSTRUCT 8-IN THICK PCC CROSS GUTTER PER CNB \V STD-186-L r,'\ REMOVE EXIST. AND RECONSTRUCT 6-IN THICK DRIVEWAY APPROACH TYPE I \_!..,) PER CNB STD-162-L, SEE ITEM(S) NOTED ON PLAN ® REMOVE EXIST. AND RECONSTRUCT 4-IN THICK PCC SIDEWALK PER CNB STD-180-L ® REMOVE EXIST. & CONSTRUCT PCC CURB ACCESS RAMP PER DETAIL 9 ON SHEET 4, CASE PER PLAN AND CURB RAMP DETAILS ON SHEETS 17-19 @ REMOVE EXISTING AND INSTALL NEW WATER VALVE BOX AND COVER TO GRADE PER CNB STD-511-L @ ADJUST TO GRADE UTILITY BOX BY OTHERS @ REMOVE EXISTING TREE @ FURNISH AND INSTALL TREE (BAUHINIA PURPUREA) AT 20 FEET O.C. MINUIMUM @ PRUNE TREE ROOTS AND INSTALL ROOT BARRIER h-il REMOVE EXISTING AND INSTALL NEW SEWER RING, MANHOLE FRAME & COVER ~ TO GRADE PER CNB STD-401-L AND CNB STD-111-L ~ REMOVE EXISTING AND INSTALL NEW GALVANIZED CATCH BASIN FRAME AND 'c::J GRATING PER CNB STD-321-L-A AND STD-321-L-B, NUMBER OF GRATES PER PLAN. /1" ,?. CONSTRUCT 4" N' n ••• •• 1M 8" CMB OVER 40' 20' o' 40' 80' MIRAFI n~c • "BRIC PER GEOTE_ •• , REPORT. __ RIC OVERLAP DETAIL ON SHEET 4. GRAPHIC SCALE "C'-'"'-'""'-'""'-'"._,.._,,__ .,,__.,._,._,._.,._.,.__,,.__, . ..._, . ...__,.___,.___,.__,..~.A...--✓ Note: For reduced sized prints, original scale is in inches !:1 0 "' w w f< en co I "' 0 I ;:,. z 0 F u co Q' C-V, z 0 u w Q' c-w w Q' C-V, / r" w w I _:'.)- 0' C) z :;!- N 0 ro 0 co 11 w z .-------------------------------~------------.--..-----~--------------------.------,,-----------.....----------------------------------1;)-PLANS PREPARED BY: PSOMAS 5 Hutton Centre Drive ROBERT J. TALAFUS RCE 38832 1----+-------11---------------------+----1 THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION SUBMITTED, IN Suite 300 PART, BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, CITY OF Santa Ano, CA 29707 ·, ~ ~ DESIGNED: DRAWN: /\ REVIEWED: f~~ PATRICIA S. KHARAZMI, P.E. ASSOCIATE CIVIL ENGINEER :, " Q_ n N n ci 1------------------------"T""---------10 N 1----------1"' NEWPORT BEACH IS NOT RESPONSIBLE FOR ITS ACCURACY, NOR FOR ERRORS OR ···-1'.:1' C/V\\. <:;~ 1-,..,,,.,....,,.,....-H;.;;N+:,.,.-=::---..;.H;;.;Ni</:...:.11-4\_5.;./_1.;.4/_2_0_2_1+-R-EC_o_R_D_D_RA_w_I_N_Gs ____________ --l-__ ---lDATE 03/30/2021 OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THESE PLANS AS A RESULT. {714) 751-7373 Fox{714) 54-5-8883 ·• ..... _ or CM-'' L ____________ ....,!;~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~!.L _____________________ --_--_-_-___ _JLc_H_Ec_K_ED_:___!M!.!:H!LDA_TE,!;!;05'2J,';l:.!;14:!;if/~2~02~1LN::O:... L_:D.:.:A.:.:TE:.._...1.D:.:E::S.::..CR.:.:IP.:.:Tl.:.:O.:.:N.:.:O:.:.F.:.:R.::E:.:."1::Sl::O:.:.NS:.._ _________ _JLA.::..P:..PR.:.:O:.:V.::..ED:.L _________ L ____________________ LsH.::E::ELT __ o.:.:F __ ..J i R- 6096-S 20 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT CAMEO HIGHLANDS STREET RECONSTRUCTION PLAN AND PROFILE C-7067-2 RECORD DRAWINGS 10 ROCKFORD PLACE STA 0+00 TO 2+15.00 140 140 140 140 140 140 SEE SHEET 9 ROCKFORD ROAD CORTLAND DRIVE SEE SHEET 8 0+00 1+00 2+00 CONSTRUCTION NOTES: * NOTE: . ~ L) -. --------- I ---. ' "' <D ~ I l-----+------+----;;"';;-,---B<IS-TI NG-l:Er-f-h l------+'-----t-------t------+-----+------t-------t------+-----+------t-------t------+------+------t-------tl------+------+------t-------11------+------+------t------l------J (!) EOG PROFILE_,_., '~ OU -· . ...J oU -1.94% 0 ...J OU t') 0 ...J u 0 u > in "' r--' -I~~ <D + . PVI STA: 1+ 0.00 PVI ELEV: 1 3. 76 • I&-§-. G1: -5.07V., t') <,L: l.u, • 0 '. t') 0 ...J > 0 u w -oi r--0 ... 0, 0 -:;., ~ --+ . -t') t'1 - >-----+------+------+---t<nRG Pc-G/~--~/ ___ ~•~·---~/--+.-i~~---+------+-------+------+------+------+-------+------+-------1------+------+------+-------1------+------+------+-------11-------+------+------+-------11-------1 PROFIL '" / "' / >-----+------+------+-------l---<"LXIS-T~/+L--+-_-/-----+-------1------+-------+------+-------1------+-------+------+-------1------+------+------+-------11-------+------+------+-------11-------+------+------+------1-------1 PRnlCII IC ---------st , ' ---------,. / l-----+-----+----.,x-·,1. +IN-G--RIG1a-'-+:::::::J!'-/ _____ te--------<li-:--,~aci------+------l------t-----+-----+------l------t-----+-----+------t------t------+-----+------t------t------+-----+-----t------t------+-----+----I OG PROFILE ~ ROCKFORD PLACE 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. PLANS PREPARED BY: PSOMAS 5 Hutton Centre Drive Suite 300 Santa Ano, CA 29707 {714) 751-7373 Fox{714) 545-8883 LEGEND I I LIMITS OF PAVEMENT RECONSTRUCTION ~--~ 1-·· · ·,::-._· ·• .. ·1 LIMITS OF CONCRETE IMPROVEMENTS SCALE: CD PROTECT IN PLACE, ITEM NOTED 0 REMOVE EXIST PAVEMENT AND SUBGRADE FOR NEW PAVEMENT HORIZ: 1 "=40' VERT: 1 "=8' /\ ~v CONSTRUCT s•Y ACV OVER COMPACTEDVNATIVEVWITH UVPPEVR s" SUBGRAD i.n ~ (,OM!;'ACIED _TO _90%_ Mir;!. PJ:R QEOIEC!jNICf.L ~EPQRT._ * _ _ _ ~ r,;, REMOVE EXIST. AND RECONSTRUCT TYPE "'A" PCC CURB & GUTTER PER CNB '2J STD-182-L ,-;, REMOVE EXIST. AND RECONSTRUCT 6-IN THICK DRIVEWAY APPROACH TYPE I \.!_,/ PER CNB STD-162-L, SEE ITEM(S) NOTED ON PLAN ® REMOVE EXIST. AND RECONSTRUCT 4-IN THICK PCC SIDEWALK PER CNB STD-180-L @ REMOVE EXISTING AND INSTALL NEW WATER PER CNB STD-511-L @ ADJUST TO GRADE UTILITY BOX BY OTHERS VALVE BOX AND COVER TO GRADE r:;;,, REMOVE EXISTING AND INSTALL NEW WATER METER BOX TO GRADE PER CNB \!.31 STD-502-L @ PRUNE TREE ROOTS AND INSTALL ROOT BARRIER ,r,;;;-, REMOVE EXISTING AND INSTALL NEW SEWER RING, MANHOLE FRAME & COVER ~ TO GRADE PER CNB STD-401-L AND CNB STD-111-L ' ffi,,. ........ . . . . . . . . OVER SATURATED S , NOTE: CONSTRUCT 4" ' -L" A •• w_ 8" CMB OVER' MIRAFI ' ~ABRIC PER GEOTEC1'11'. •• REPORT.• 40' 20' o' 40' 80' '--r ABRIC OVERLAP DETAIL ON SHEET 4. GRAPHIC SCALE Note: For reduced sized prints, original scale is in inches REVIEWED: f~~ ROBERT J. TALAFUS RCE 38832 1----+-------11---------------------+----1 PATRICIA S. KHARAZMI, P.E. ASSOCIATE CIVIL ENGINEER DESIGNED: DRAWN: /\ 1-,:-=-=:--H"'N+:,.,.-=:,---..;.H;;.;N,t.,/:...:. 11-4 \_5.;./_1.;.4 /_2_0_2_1 +-R_Ec_o_R_D_D_RA_w_1_N_Gs ____________ --l------l DATE 03/30/2021 CHECKED: MH DA ~;/14/2021 ND. DATE DESCRIPTION OF REVISIONS APPROVED SHEET OF C, " 0 "' w w [< f-en co I "' 0 I u / z 0 F u co [< f-en z 0 u w [< f-w w [< f-en / en f-w w I en / [< C, z w / N 0 ro 0 co 0 " w z N / :, " Q_ sj- N n ci 0 N cri - " 0 ::; R- 6096-S 20 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT CAMEO HIGHLANDS STREET RECONSTRUCTION PLAN AND PROFILE C-7067-2 RECORD DRAWINGS 11 WAYNE ROAD STA 0+00 TO 7+27.52 150 150 150 150 150 150 SEE SHEET 5 CAMEO HIGHLANDS DRIVE SEE SHEET 9 ROCKFORD ROAD 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 607 601 52 5 524 51 8 CONSTRUCTION NOTES: * NOTE: -;,;-:;---,_ ___ ----t------f-----~-----""-=--+--------+---------t---------tf-------f-------+------+------+--------+-------+-------+-------+-------+-------+--------+---------t---------t------f-------+------+------+--------+-------+-------+-------1 ui . L------j------f------!"°~'f-------$--=~~==:-f------t-------j-----7f E I __ 1t.XISTrl<J"G7:EF 1 1------j------f-----.:::-_.-t'~------:,~------i;~':...__-=._=:::~----~---:::t==:--_=-=-=-=-:-1f-EEOG PROF-JL.,F_-.. --._~,,_\ ___ ----t---------t>-------+-------+------,+,--------+---------t---------t------>-------+------+------+------+-------+-------+-------+-------+-------+-----o :t-n\11 r"T"-,1.L..,,c nn..-,. : ui U1 - . ' : 1.57% / '~ PROP. C/L _ _/ c-ROFl t E EXISTING R GHT cXI S-T. V L __J DC>OFI F c.uc, , '" llt. \ \ ' E ~ .... WAYNE ROAD I I E -J.6J% "' PVI STA: 6+00.00 .-, t-I t-: I I \If"• ,.., . ---' . i . (Il ...J o-~-ui u ,..: • U1 +o ... "' "' > > , LEGEND I I LIMITS OF PAVEMENT RECONSTRUCTION ~--~ 1-·· · ·,::-._· ·• .. ·1 LIMITS OF CONCRETE IMPROVEMENTS ..... V V V V V V V V V V OVER SATURATED "ONDI OTE: CONSTRUCT 4" AC " "•"UM 8" CMB OVER· MIRAFI RS-·-__ RIC PER GEOTc~, '"'L REPORT. ,. . IC OVERLAP DETAIL ON SHEET T. . . . . . . . . SCALE: HORIZ: 1 "=40' VERT: 1 "=8' CD PROTECT IN PLACE, ITEM NOTED 2 REMOVE EXIST PAVEMENT AND SUBGRADE FOR NEW PAVEMENT G)v CONSTRUCT 7•>' ACv OVER COMf'ACTEDvNATIVEvWITI-1 UPP(R 6y; SIJBGRAD 3 (,OMl;'ACJED JO .90%,. Mir:!-PJ:R QEOJECljNIC}<L !3EPQRT .. * . . . . r::;-'\ REMOl7E EXIST-:-AND ~CONSfRUCT TYPE~'A~PCC CURB-& GUT1ER-PER \2.1 STD-182-L CNB ,-;, REMOVE EXIST. AND RECONSTRUCT 6-IN THICK DRIVEWAY APPROACH TYPE I '-:...J PER CNB STD-162-L, SEE ITEM(S) NOTED ON PLAN ® REMOVE EXIST. AND RECONSTRUCT 4-IN THICK PCC SIDEWALK PER CNB STD-180-L @ REMOVE EXISTING AND INSTALL NEW WATER VALVE BOX AND COVER TO GRADE PER CNB STD-511-L c;;:,, REMOVE EXISTING AND INSTALL NEW SEWER RING, MANHOLE FRAME & COVER '61 TO GRADE PER CNB STD-401-L AND CNB STD-111-L 40' 20' o' 40' 80' GRAPHIC SCALE Note: For reduced sized prints, original scale is in inches !:1 0 "' w w f< "' '° I <D 0 I ;:.- z 0 F u co Q' C-V, z 0 u w Q' c-w w Q' C-V, / r" w w I _:'.)- 0' C) z :;!- N 0 "' 0 '° 11 w z .-------------------------------~-------------.---.-----~--------------------.------,,-------------.----------------------------------1;)-PLANS PREPARED BY: PSOMAS 5 Hutton Centre Drive ROBERT J. TALAFUS RCE 38832 1----+-------11---------------------+----1 THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION SUBMITTED, IN Suite 300 PART, BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, CITY OF Santa Ano, CA 29707 •• ~ ~ DESIGNED: DRAWN: /\ REVIEWED: f~~ PATRICIA S. KHARAZMI, P.E. ASSOCIATE CIVIL ENGINEER :, " Q_ <D N n ci 1------------------------"T""---------10 N 1----------1"' NEWPORT BEACH IS NOT RESPONSIBLE FOR ITS ACCURACY, NOR FOR ERRORS OR ···-1'.:1' C/V\\. <:;~ 1-,..,,,.,..-:.,....-H;.;;N+:,.,.-=:,---..;,H"'Ni</:...:.11-4\_5.;./_1.;.4/_2_0_2_1,1--R_Ec_o_R_D_D_RA_w_1_N_Gs ____________ --l-__ ---1DATE 03/30/2021 OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THESE PLANS AS A RESULT. {714) 751-7373 Fox{714) 545-8883 ···-.... or CM-'' L ____________ ..,,.!;~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~!.L _____________________ ··-_--_-_-___ _JLc_H_Ec_K_ED_:___!M!.!:H!LDA_TE,!d:05'2J.';;-:.!;14:!;if/~2~02~1LN::O:... L_:D.:.:A.:.:TE:.._...1.D:.:E::S.::..CR.:.:IP.:.:Tl.:.:O.:.:N.:.:O:.:.F.:.:R.::E:.:.Vl::Sl::O:.:.NS:.._ _________ _JLA.::..P:..PR.:.:O:.:V.::..ED:.L _________ L ____________________ LsH.::E::ELT __ o:..F __ ..J i R- 6096-S 20 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT CAMEO HIGHLANDS STREET RECONSTRUCTION PLAN AND PROFILE C-7067-2 RECORD DRAWINGS 12 DORCHESTER ROAD STA 0+00 TO 10+00 170 170 170 170 170 0+00 SEE SHEET 16 GARRETT DRIVE S E E S H E E T 5 C A M E O H I G H L A N D S D R I V E MA T C H L I N E - S E E S H E E T 1 3 ST A . 1 0 + 0 0 . 0 0 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 6 3 0 46 3 3 4 6 3 6 MA T C H L I N E - S E E S H E E T 1 3 ST A . 1 0 + 0 0 . 0 0 170 CONSTRUCTION NOTES: * NOTE: L t--------<------t-------+------+------+-------+-------+-------+-------+--------+----,:-c.X,ISTINGr t EF~,-------<------t-------+------+------+-------+-------+-------+-------+--------+------ 1---------1------1------+----------1'!,'------+-------+----------1----------lf-------1------+----LUFn"-'c:P"-'l-'-'l"EILF~----------~~--+---------<----------,t-------+------+------+-------+-------+-------+-------+------'\. -; ; -------l---------j------l---------:7 "f -----'-------P11t--sc n----~(ti,,~'" _r-Fi'o.i:JITT::_ _____ 7~-______ 7'"f------t--------+' ___ P';;'1~S~T~Ai: 4q+~5~0~.0~□---'+'-------t'---=;--;;-~:':l ro~==----ia& :' ______________ _::...__,;f'.::::::::----------j'!;-------+------+------+-----+-----,-., _,,K:ilTOO:Uu ., ->I ii: iT/-.,.vv P'1 ELE :176.70 P'1 STA:6+00.00 -P ~ □,,, ,,., n • 174 6R pv1 >I EV· 175 "-5 ,~ - l----------l------1------Boc------+-----fv~, .cf:r.:lf:~=~:lf,:l9□--~-~H~.cH,.% LVC: SO.OO Gl: 0.42%, 2: 0.68% •• LVC: 100,00 PVI STA: 7+00.00 -~ u 1~·1• .u.,. • ./o ffi >..:a-ur---0 G1: 0.68%G2: 5.98% rvi t-lt-:w:,i.m, ,n, ..._,, ~ -~ co m --·---> N ~ I \II. nn 'I' Uo O:::.~o....JO.....JO.....JWI,{) O....J aU Ou r-,..QUl,{)00UU1UOULOUOUU1UOU ~ CD(OOU.....Jo...JO.....J §;:ffi G1:-5.98%G2:-2.71% ( --_Jo.....J ,-.--:=-uuiu au :::::: □-a N lO--......:,tj:...,_d -· o r---~ au-:::: "iO....J..... ..... ~ aJ .-0 ...JU') u 0 o""t:FJ.,-N ll') "es'--'•l-"'-1oc,l"-~-----,:-a:;::;*NCIO:c._ ____ cci~'o~-----sLCl?J,N,:J'_'---w.,_ --lo...--+~--... LO' U1 Lf}-L()r-,.. vco vo rr) · 0 • 0)1,{) cor---: · U1 uo ....J 0... r--,.. h • r, r r---0 _/;? dC! u • ui c,Qr---. NQ 1.0 N...,._1~a:, i'cj • ...., 0 + r-,.. + (D t0 + r.6 ± r.ci +CO+ tci_± r.0__.±¥..~~·.;,+Af:O-·'i'N+----ro;f---c!"'choori.--lr:-+'°~oo~5l.?"+"O>Ja""~Nl'.f. ,~_oil. =uc"q=!l,_"~'=1'----=---.---+------,+-~-----+------'f-'------'~-----.:i=:------*-----+------+------+------+-------+-----1 a .......,li:J'--":'.1-r--,'. c5t0.-"'q'"+ ~+•---:d 'ui U"}• Ll)O N~ rJ.,~ I"'--+ i""-_-..-,......:-...-r-,.. r----+ i7j t01~~L()LO!U"}+ • ..-LON.-....,: O O....J U-.;1-..::t:, ....,V ._,, 0 ~ Ln...-OOJ"I') ~+ • ..... v ...... 1~LO ..... r-,.. ...... r-,....----t---+ ..----.----f"I') ...-..----._ ..--._ ._ ...-..--LO r-,.. r---LOr-,..co1!f'i...;t-=·• C!l")~C: LOU01~'LOW->1"1 t--------<------>-------~o --g t:)"f'+ -I"')..--~ r--. -...... :-..----0 .... ,...-LO ..----..----<Dr--. r,r:iu') <D c.oui ~ uost_u--,-o""'_J---~oui,oc-~,-------+-------+---------+-------t------1---------l------'o:>J-<-d'--'r.L...jld, __ LCJalal--;+1:-:o c,..jo I' ~ ..... ..... a 49% 0.42% nl"IY ..----lO I' .l. ~r-,.. O'lr,.. C:: Ll) uo1:::--1 . CD . 0 Of'. ...-"iif 1-> I ! t.0 <Dr-,.. ""1:...,.: --~O ;:::N:.f'CIO~E-.iJB-fi.~(.fau+cO?f. c::_ ____ ~---------J----------j------f------ g 1:;::: l;;G' ..--~t-r-1) r r .----COr,.._±o+ • .----i.n!f>Nr--.-L.() ~ al O::r: m ..... : ,· , / / r -l'---7' r:... r!.. CT.I+ .• --:,Jies~c;ca-------c_,:,JCL---------,o::+-_J-,------+--.':_,'rr----+-----m/--------+--------t----------l------1-------t----------l <D N CT.I ti') I r" • ~ . ..-... u ..----(0 r,.. O'l<O,j-C() r-,.. '.=3 O'l O U . ,-! ~, 'l,,s------'°+-,-----+------+------4-------+------+-----l t--------<------k---6+<' ~ r=.1~ . '.,, / / ..----a'" a v LL <;...., ~ _,_O u a ....J " ........ ,,, ~ u• --rt-~ t:, '.,, ..::i..-, ( ri ..----+ CO L.() r,.. ,...,. '::J f"l1 d 1-au ...--00 Ll) I ,...;: OC) O') -(O~+-+ - I I ' _2 "'1'f °"' ....., ..----00 i.n CO ..._ N • -I'--a 00 _ ~., CO OC)~ +:t ±...;t= oN EXIST. C/ __J , -· <.;/ __J . • --2 49% j; e _, --o"' :'R0FII:: 0 RQi;:tb ....,,.. --,1 . c _ ,,... ,....,. 1 .'tU/o 0.85% ~ ~" [L _J ' "'t l{) { " 'i :-, , ---. ( ~ ( --------' ,p ' ' " :; ; ( f----------l------f--------+--,_=:...__--;;1,-------¢'---------,P,.------;:i;------"l-------¼------'.f-------±----+--'.f------"l-------.l,'--------,j-:--cc---------,f------l-------t-------+------+------+------ ~ ~ ..:: ,., 'V .. _,, .,, -...i,., '_,, ..:: .,, ~~ ,.~ - I '" -t.XfSTING.-h<1""1c,=M1-___,-+---+------+-------+------±,------i-i;.-,----=+ ,,..=--~~~::::-t-------+------+------+------ t--------i------f--------+------+------+-------+-------+-------+-------+--------+-----E'sGG-P.F 0i;:1b.:c.==---t-------t------t------+-----~,-~----r'1sE------,:f,==---,.t ,~===---=-=l_,-=::--====--+.~------ II L><r ' w .. ·-----. G-, ~[ DORCHESTER ROAD T -' .mE 5+00 w ' LEGEND LIMITS OF PAVEMENT RECONS1RUCTION I-· • ·-, • ·1 LIMITS OF CONCRETE IMPROVEMENTS ~•1:;1:/,111,I LIMITS OF PAVEMENT TEST AREA OVER-SATURATED SOIL CONDITIONS NOTE: CONSTRUCT 4" AC OVER A MINIMUM 8" CMB OVER MIRAFI RS5801 FABRIC PER GEOTECHNICAL REPORT. SEE FABRIC OVERLAP DETAIL ON SHEET 4. I 'I --- SCALE: CD PROTECT IN PLACE, ITEM NOTED @ REMOVE EXI~ ~V~E~ ~D SUBGRADE !:._OR _NE! P~VE~ENT HORIZ: 1"'=40' VERT: 1 "=B' I\ (a). CONSTRUCT 7" Ac· OVER COMPACTEDVNATIVE. Wlli-1 u·PPER 6" SUBGRAD i.n 3 QOMPACJED _TO _90%_ Ml~. P~R 9EOTECljNICf.L ~EPQRT._ * _ _ _ 8 128SF. ---------------"" REMOVE EXIST. AND RECONSTRUCT TYPE "A" PCC CURB & GUTTER PER CNB \2,1 STD-182-L f,\ REMOVE EXIST. AND RECONSTRUCT 6-IN THICK DRIVEWAY APPROACH TYPE I \J PER CNB STD-162-L, SEE ITEM(S) NOTED ON PLAN ® REMOVE EXIST. AND RECONSTRUCT 4-IN THICK PCC SIDEWALK PER CNB STD-1 B0-L @ REMOVE EXISTING AND INSTALL NEW WATER VALVE BOX AND COVER TO GRADE PER CNB STD-511-L @ ADJUST TO GRADE UTILITY BOX BY OTHERS @ REMOVE EXISTING TREE ~ REMOVE EXISTING AND INSTALL NEW SEWER RING, MANHOLE FRAME & COVER ~ TO GRADE PER CNB SID-401-L AND CNB STD-111-L ~ 40• 20· o· 40• Bo' GRAPHIC SCALE Note: For reduced sized prints, original scale is in inches li 0 "' w w " 1/l '° I 1/l 0 I u / z 0 c= u co er e-l/) z 0 u w er c-w w " '.;;, I" w w I 1/l / er " z w / N 0 00 0 '° !E w z ~-----------------------------~---------~--~----~--------------------~-------------~---------------------------------1.'f PLANS PREPARED BY: /.~~ESSIOi{ . / ~°),;').\ j 14( ~ \ / !::} 5:.<:,"->. -1...<': ¼~\ ! /:;'; "' C,, • I 0: CJ:::: VJ I 5 Hutton Centre Drive I, * No. 38832 * I PSOMAS ROBERT J. TALAFUS RCE 38832 1---+-----+-------------------+-----1 REVIEWED: f~~ PATRICIA S. KHARAZMI, P.E. ASSOCIATE Cl'1L ENGINEER THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION SUBMITTED, IN Suite 300 ' ~~:~,o~i ~J~t~SIS :~+L~E~H~~~~l~~~MtJ),°~T~s A~~~~~~Y.T~o~E F~~Llt~~6·Ri1~ OF Sonta Ana, CA 29707 ... ~1-C/V\\_ <::;~-.;-DESIGNED: HN DRAWN: HN /1\ 5/14/2021 RECORD DRAWINGS DATE 03/30/2021 2 :, CL S-N n N f-------------------------~--------10 N ro 1----------t OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THESE PLANS AS A RESULT. {714) 751-7373 F"ax{714) 545-8883 OF C~c\' t-:::-=-:::::---1-::-:,=----;.c...,;.. ...... ____ +-------------------1------1 L _____________ ...b:;::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::~----------------------------.Lc_H_Ec_K_E_D=_Mt:11H:!.1..D_AJi~5Lf1!.j4~/:2of2LlJ1L...::N:::O:... L....:D::.A:..:.T:E_.1.:D:.:E:SC::.R:::.IP..:Tl:.:O::.:N...:O::.F...:R:::E:..:',1:.:S::.:IO::.:N.:S ___________ i.:..:AP:_:P..:R:.:O.::VE=D:.L _________ ..1.. _____________________ ...1..:S:..:.HE:E:..:.T __ ..:o::.F __ J .f __J R- 6096-S 20 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT CAMEO HIGHLANDS STREET RECONSTRUCTION PLAN AND PROFILE C-7067-2 RECORD DRAWINGS 13 DORCHESTER ROAD STA 10+00 TO 17+64.66 160 160 160 160 160 160 SEE SHEET 9 ROCKFORD ROAD ST A . 10+ 0 0 . 0 0 MA T C H L I N E - S E E S H E E T 1 2 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 627 621 633 ST A . 1 0 + 0 0 . 0 0 MA T C H L I N E - S E E S H E E T 1 2 CONSTRUCTION NOTES: * NOTE: L t-------+----------1a------+------+------+-------+--~c.XISTING .:EF~ ,----+--------+-------+-------+--------+--------+r------t------+------+------+-------+-------+-------+-------+--------+-------+-------+--------+--------+r------t-------+ t-------+----------1a------+------+------+-------+----~""01.G.-eR::JElL""c.---'\---+------i,6'------+-------t--------t--------tf------t------t------+------+------+------+------+-------+------+------+-------t--------t--------tf------t-------J \ ' '. . ' r 0 '"'." ,...... . . ... ... ,.. ,..,.. PVI ELE : 163.07 ----~I,, L ; )U. IIJ · P'v1 STA:15+75.00 PVI STA:16+25.001'----.. co ~ 9-"' u '° G2: -.33% PVI ELEV: 159.43 P'v1 ELEV: 157.22 -----t-------t------1---.-----,-,h--------=+------+-------"~'+------+--------<-"4-'------afn*,,.,e-. --t----(;.s'Je,-...~,~------t--------t-------i ;;;;;;:::=\'~V:,;C:~5!1_10~,0~n:..J:;;;;,::=!",!,10.--a~: 1.!.Mo:!· J!a'n!==-;;:J-------------=-±::::::------t------t--------t-------i----------jr-------t------t------t------t------+-----+-------J l-------t------'8='-kd,---------~oeJ..uc--____ oei.:d=--------;;8:1-d=--------co,l'-''-''--------'-8'"d"'--------~-'5-_-::ct-:,C'°C..O~-'>i05!€-'~0mc-',-,"'c;-mN}--. ----:"±:.------::+------+-----:-±::::--icG1:-1.70%, G1:-4.42%, • --------0 00 LO -· C.O '-::: i:o -: Q I,,.. 0 O • . l'-'01--O .....J O .....J U C.O l.i:z:=«'L/o U I""') -,-,,,-.-=-=o .. U"'ll~c-,--+--------Ci'---~~----j--------+f-------t-------t------+-------+------+-------+-------+-------+------+--------1 oN ~o gro I.Or-,. dlO LO~J c:iLO o ~oo.-Nm~-0 u 00 _. >ro >~ 1-------t------'H-s,'----------.o~-i-----------'+'f.,,.,as------+tiae-,c----------<+a>J',..;c!-------------=~,;.... ----➔o~-¾_-----;:,;<na-.i,;+lj,:c'.ii+;iEi~,~~:;J---~0~-,--------___,0~!...._----:o~uf--------o,f;cn~-:----ofco~------+-----~~'----------l------f------l------+------+------+------+-----+-----+------+------+-------I ~~ -~ -c.o ~~ Nc.o N~ +1"'1 N ~~~d~~~ av LO~ ci ~gdg~O tr-'T~--+""'=---=--,-,----?~U~N":------+-------+--------t--------tf------l------t------+------+------+------+------+-------+----1 -0.41% 0.21% .n , 1., ..----.----rJ) .-.-..-...... I"'") ~CD 'V.-+ 0 Noll") ~~ O.....J WI[) n ;;;-...---.----.-..-c.o , .-. ci Cf' cD r--c.o r---V o Ln U O .....J , ,....., I.() "0 1.33% ..---.----L{) lOmJ,oi+ · · Nl.01,() t0UO (5 : _. ' /---' . I t '. 'i 4 + _ i.n U")Ll) coo ~ r---.~ N._• d ,,v7o .------!!..+ tO -+t---'.,...,~""+·' o-' r.O i.n r.O LO t_ .,.;; ,;.,. 0: U I -OU < .[ .... d - I 1--' 1 '> C.01.0 +co LLU C.OU _.-~----N ....:_ -~ EXIST. C/L .,.......-ITT..-'N .----~N r"ur ILt. PROP. C/L _ _/ ' ~ -~ --":,'.':j 1,~ t-------+----------1a------+------+------+-------+-------+-------+-------o, i,iQrltE...__,f------t------t------+------+------+------<i>--,--"'-,...--c....._--+--------c:'Ff.;,<n.(-t--_,,_--tlc~f----+------+-------t--------t--------tf------t------t------+------+------+-------J ,_ -.6, dc.>o, + ..- ~::,,.-~:ij: 1 .~68=;:%!::------1------jl----l----l-----l----+-----t-------+------+-------t-----1 f-------t---------11-------1------+------+------+------+-----+-----+------+------+--------+---------f--------j------f---------<\i----..,,)= ID a.. .....J a.. .....J ~ ID EXISTING RIGHT_ ,-... en-::_ N ~ 1-------+---------1a-------t------+-------+------+------+-------+-----l"~•e.G-P eFtte-=~=1--+------+-----+-----+------+------+------+---;;qJ-;a;_"'"'~-~:.-~--------1----------jf------1------l------+------+------+-----+-----+------+------1 -.i1~ I() d , . ' t '. ' C " " . -------.... ~ ~ ; a 1-------t---------11-------t------+------+------+------+------+------+------+------+--------+-------+--------;:f '--------iilf--~--+------+------+-------+-------+-------+-------+--------+------+-------+-------+--------+-----i ,c, ' ' DORCHESTER ROAD > > > SCALE: HORIZ: 1 "=40' VERT: 1 "=B' @ ~EM~VE ~XI~ ~V~E~ ~D ~UB~RA~E ~OR_NE~ P~VE~EN~ __ J\ (G)" CONSTRUCT 7" Ac· OVER COMPACTED.NATIVE. WITH u·pp(R 6~ SUBGRAD L,n 3 g_OMPACIED ~TO ~90~ Mlt;!. P_fR ,QEOTECl;!_NIC_L\L ~EPQRT,. * ~ ~ - I LEGEND ~I --~I LIMITS OF PAVEMENT RECONSTRUCTION 1--· ., _. •. _---. --1 LIMITS OF CONCRETE IMPROVEMENTS ---- OVER SATURATED ' '"~ , NOTE: ' CONSTRUCT 4" Ar A~" IM B" CMB OVER< MIRAFI RS" , ABRIC PER GEOTE ·' REPORT.< ,-RIC OVERLAP DETAIL ON SHEET .,._ (';'\ REMOVE EXIST. AND RECONSTRUCT TYPE "A" PCC CURB & GUTTER PER CNB \2.1 STD-1B2-L ,-;-, REMOVE EXIST. AND RECONSTRUCT 6-IN THICK DRIVEWAY APPROACH TYPE I \.!.J PER CNB STD-162-L, SEE ITEM(S) NOTED ON PLAN ® REMOVE EXIST. AND RECONSTRUCT 4-IN THICK PCC SIDEWALK PER CNB STD-1 B0-L @ REMOVE EXISTING AND INSTALL NEW WATER VALVE BOX AND COVER TO GRADE PER CNB STD-511-L @ ADJUST TO GRADE MANHOLE PER CNB SID-111-L @ REMOVE EXISTING AND INSTALL NEW SEWER CLEANOUT BOX PER CNB STD-511-L AND COVER TO GRADE Q REMOVE EXISTING AND INSTALL NEW STORM DRAIN RING, MANHOLE FRAME & VY COVER TO GRADE PER CNB STD-309-L AND CNB STD-111-L r,:;::;-. REMOVE EXISTING AND INSTALL NEW SEWER RING, MANHOLE FRAME & COVER ~ TO GRADE PER CNB SID-401-L AND CNB STD-111-L f,;:;,, REMOVE EXISTING AND INSTALL NEW GALVANIZED CATCH BASIN FRAME AND 'e:J GRATING PER CNB STD-321-L-A AND SID-321-L-B, NUMBER OF GRATES PER PLAN. 40' 20' o· 40' 80' GRAPHIC SCALE Note: For reduced sized prints, original scale is in inches li 0 "' w w " 1/l '° I ,n 0 I u / z 0 c= u co 0-C-V) z 0 u w 0- c-w w " '.;J- i" w w I 1/l / er '-' z w / N 0 00 0 '° !E w z ~-----------------------------~---------~--~----~--------------------~--~~---------~----------------------------------1.'f PLANS PREPARED BY: /.~~ESSIOi{ .. / ~°)-;').\ j 14( ~ \ / !::} &"->' -1/': ¼~\ ! /:;'; "' c.-' I 0: CJ:::: VJ I 5 Hutton Centre Drive 1. * No. 38832 * I PSOMAS ROBERT J. TALAFUS RCE 38832 1---+-----+-------------------+------1 RE'v1EWED: f~~ PATRICIA S. KHARAZMI, P.E. ASSOCIATE Cl'v1L ENGINEER THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION SUBMITTED, IN Suite 300 • ~~:~·o~i ~J~t~SIS :~+L~E~H~~~~l~~~Mt~0~T~s A~~~~~~Y,T~o~E F~~Llt~~6·Ri1~ OF Sonta Ana, CA 29707 ·, ~1-C/V\\_ <::;~-..;-DESIGNED: HN DRAWN: HN /1\ 5/14/2021 RECORD DRAWINGS DATE 03/30/2021 2 N t-----------------------~---------10 N 00 t----------t OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THESE PLANS AS A RESULT. {714) 751-7373 F'ax{714) 545-8883 OF C~\,\' t-:::-=-:::::---1-::-:,=---"""1-''"-'-'"'-+----+-------------------1------1 L _____________ .J::a::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::~----------------------------.Lc_H_Ec_K_E_D,_Mt:11H:!.1...D_AJi~5Lf1!.j4~/:2of2W1L..::N:::O:... L....:D::.A:.:.T:E_.1.:D:.:E:SC::,R:::,IP..:Tl:.:O::.:N..:O::.F..:R:::E:.:'v1:.:S::.:IO::.:N.:S ___________ i:.:AP:.,:P..:R:.:O.::VE:D:i_ _________ ...1.. _____________________ ...1..:S:.:.HE:E:.:.T __ ..:o::.F __ J _f _J R- 6096-S 20 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT CAMEO HIGHLANDS STREET RECONSTRUCTION PLAN AND PROFILE C-7067-2 RECORD DRAWINGS 14 SURREY DRIVE STA 0+00 TO 8+00 190 190 190 190 190 190 SEE SHEET 16 GARRETT DRIVE S E E S H E E T 6 C A M E O H I G H L A N D S D R I V E MAT C H L I N E - S E E S H E E T 1 5 STA . 8 + 0 0 . 0 0 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 4 7 1 5 4815 4087 4081 4737 4731 MA T C H L I N E - S E E S H E E T 1 5 ST A . 8 + 0 0 . 0 0 CONSTRUCTION NOTES: * NOTE: L l-----+---------1------+------+-----------iap------4>---'-----+---------lf.-=E',,'XISTING LEF_ic-Ti===\------t------+-------'<¥--------l-------t------+-----+-----l-------ll------+-----+-----t--------t------+-----+-----t--------t------+-------I sOG7'ROFU-c i' -·--\ ' ' -----' _,:Y PVI STA:1+75,00 ,, ~c-,, ~-• -----, ,vt-Sfktanu''r.,flfl--~h r-"'•v1riC1ctEv: ,,,,~L t'VI ~IA:1uTuu,UU PVI STA:5+00,00 -•>: f-------j------f------f----::,,-<c::_,.,,, ___ -+._.E'_,_VITTT,Els',EiV;,':1,;'8i,'9,c_:1~~---c---',L!;VC,,,:,!-5gO,~O~O------+-------,..F===c!P~lns;c,~,'c;i:~1-•~•"'~0E''======o..f-------+------+l-::;:-=-=-=-=-:=f!:V-'!1•1-~-~-t -;!,t;;;~,C?:.;.t==~;:t-----------~::---------::::-----=-:t-=-=-=-:-----=:==-±-=--=--=--=--=----~-----1 -----1 -----1 -----1 -----l--------jl-----r------l-----l-----l---l "' -LVC:50,00 G1:4,37%, LVC:100,00 1--LVC:1 J0,00 , -...,_______ -, l--------l------l----~-ro-""'---<-i,=---------lt:l-:e-€.:~,VJ$,:7..,G-22e:-44a:l,3i77~~-,r:-_N-t;_q,_,,-ev-:-4, -~-,.-U+N-----\?-+'2::--~ue-,r.,;;&.,-4~z2:,~ •. $:227,---00:-4-4afl6'%,.---u+ .. -------t------u+ .. --"G1f':--do1.4:fio%i.rriG~2:'='s".5S'l1"%--+--------(if--__::=:=._~'.if-------~'.,f---__:==,;:_~==--=--=i,~t-=------t------t------+------+------+-----+-----+-----+------+-----1 0 _J 0 u 0 u u,, u L1i "' ro . 0 N 0 N 0 c6 + j -' ~ ro N a'.) -+- 0,05% _,.,,,,-- -ro - . .-'T ~ ., - : i i '" I I 'e- ----'1'-------+------+-----'--P-'--'R-"'0'='--C"-=/IL_.,,,,__+-----i--rxl-"' ~f' / I ROFILE -Pl OFILE- " 0 _J au Oo 0 r-- C u,, u a. d n _J8d urn ~ ~ a--------+----;>O 'A J~---+--,--111-------l------f------l------+------+------+------+-------+--------+-----~ ..: "'} gco Q_J wl"")0 u... 1i:i:: C!i>m .....J ...,.; -.:-, m au ooin .-Q 0 u...w.-au + • r.or;o ON O .............. d linNNO.----di""') .,;.. ,.... 0 r--,. '( NL0 1,..,_j.A O .:;,:;;; Ln I'~ N r--..=,._ co+cor--,.. +co u.J + ,-..----....... .-' co..- -2.53% r-- _J \ \. 1-------t------¾ i _ _,,a.>l'j '.:;tc_Jrc 'f;-------+-----+-----+------+------+------+-------+-------+--------t------1------~t-e---"'~--5:tli f--+-----~- i r--O ..-, 0 co _J ,~ ,p I -1,85% '. , co co • ' .,,; .. co "" ., N a'.l "' .. <D +-Cc, , ' ' ,,..... --------,t---l / • 'i""' ---l--------1------1------+------+-c ~__:::__ __ __J'll------9?-------i¼---------t• •,__-------<ii>-------./-----<l>-------<1'-----__J 'R--------':::;t,c-------j---------lf------l------+---------l-------+------+------+------+------+------+------+-------+------j------l ~ ':::"" : I .:'..,, .:~ .._ _,, / -: _,,, ~ : -~, • ,c, I ,, l-----+------+------+-saoa-------;.Ji---------+------+------+--------lf--~t.)USTIN~l3RT'--f --+-----+------!--------cf~-----;f------:f-,----·-=t-------t-------------+-----t-------t-----+-----+-----t-------t-----+-----+------I r--"e-'' '__J : >------+--------1------+-a--------+------+-------+------+-------+--~OG-eRO-lLL-----t------t-------t--------j!------$'----7 :;-----f;rJ----~=-;:t::-=--===--t:-------t-----t-------t-----t-------t-----t------t------t------t-----i ro ,~ , ' -" -~ r::-- .;~., .;·;:;' '-cCjL' --,b~~....,,,,;' 'l's,v:?fl1 _;,..!/ 1-._ 1: :1 JL...::::.I , '· I NOT C . --' • E ". 3+00 4+,00 / )'b,.\ II--' . ' ./ I )·,, 4800 al' \ . -\J ' 1/-,_\V SURREY DRIVE PLANS PREPARED BY: ,, ' i i i ) PSOMAS 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, 5 Hutton Centre Drive Suite 300 Santa Ana, CA 29707 {714) 751-7373 F'ax{714) 545-8883 • t<\ I \ "-, , L( J ✓ , ' ,, , ~ "e- cf~ '. / LEGEND SCALE: ® REMOVE EXIST PAVEMENT AND SUBGRADE FOR NEW PAVEMENT HORIZ: 1 "=40' VERT: 1 "=B' I\ (, vCONSTRUCT 7"v ACvOVER COMPACTED vNATIVEvWITH UPPER 5•Y SUvBGRvADE\ ~ ~ CAOMJ:ACI[D JO ,\l0%AMIN,.-P~R (i.EO'~ECHANIC~L !3.EPqRT,A* A A A ,._} I?\ REMOVE EXIST. AfID RECONSTRUCT TYPE "A" PCC CURB & GUTTER 1'ER CNB \.2,,/ STD-182-L (j) REMOVE EXIST, AND RECONSTRUCT 6-IN THICK DRIVEWAY APPROACH TYPE I PER CNB STD-162-L, SEE ITEM(S) NOTED ON PLAN ® REMOVE EXIST, AND RECONSTRUCT 4-IN THICK PCC SIDEWALK PER CNB STD-1 B0-L @ REMOVE EXISTING AND INSTALL NEW WATER PER CNB STD-511-L @ ADJUST TO GRADE UTILITY BOX BY OTHERS VALVE BOX AND COVER TO GRADE @ REMOVE EXISTING AND INSTALL NEW SEWER CLEANOUT BOX AND COVER TO GRADE PER CNB STD-406-L r,;;;,, REMOVE EXISTING AND INSTALL NEW SEWER RING, MANHOLE FRAME & COVER lf:3 TO GRADE PER CNB STD-401-L AND CNB STD-111-L J2SF ' ~I --~I LIMITS OF PAVEMENT RECONSTRUCTION ~ 1 .. -'? :--.-••. "I LIMITS OF CONCRETE IMPROVEMENTS > < OVER SATURATED SOI .1NS NOTE: CONSTRUCT 4" • ~ 1t.t< A "" '" 8" CMB OVER > MIRA" "' FABRIC PER GEOTECH REPORT, ~'-/'-...A'-"~A_B,_R_,1,c_,?.._V/'~-R"L_A"P_~,_E_,'.,.._A..,1 L.....,.o_N" __ sH"_ E_E"T,..,,,_4.., •. .....,. ..... --.,..,...., REVIEWED: f~~ ROBERT J, TALAFUS RCE 38832 1---+-----+-------------------+------1 PATRICIA S, KHARAZMI, P,E, ASSOCIATE CIVIL ENGINEER DESIGNED: DRAWN: /-\ HN HN 1 \ 5/14/2021 RECORD DRAWINGS DATE 03/30/2021 rC::-H:::E=cK:-::E:::□-, ---t-□::-A:-::TE=-----1-'-""-'4-----+---------------------1-----1 MH 05/14/2021 NO, DATE DESCRIPTION OF REVISIONS APPROVED ' 40' 20' o· ~40' 80' GRAPHIC SCALE Note: For reduced sized prints, original scale is in inches SHEET OF " ,c 0 "' w w er c-1/l co I 1/l 0 I u / z 0 c= u co er c- 1/) z 0 u w er c-w w er c-1/l / 1/l c-w w I 1/l / er " z w / N 0 00 0 co 0 ,c w z N / 2 :, CL ,n N n " 0 N ,ri ~ >, 0 ::, _J R- 6096-S 20 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT CAMEO HIGHLANDS STREET RECONSTRUCTION PLAN AND PROFILE C-7067-2 RECORD DRAWINGS 15 SURREY DRIVE STA 8+00.00 TO 17+86.97 185 185 185 175 175 175 ROCKFORD ROAD SEE SHEET 9STA. 8+00 . 0 0 MATC H L I N E - S E E S H E E T 1 4 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+009+008+00 ST A . 8 + 0 0 . 0 0 MA T C H L I N E - S E E S H E E T 1 4 CONSTRUCTION NOTES: * NOTE: L . ' t--------<------------------+------+------+-------+--~F)('JS]lli,G_l_E'~-=~---½:------½==--=~~f;---===:.._-==·=i="=~=---';f::::::::::::-----¥; _____ +.-'_,,,>-;._ ___ +'----=---:-+-------rt'~------+------+-------+--------t----------j------f------t------+------+------+--------1 EOG PROFIL \:: \. ct --, ~ < -:---~ l--------i--------ll------t------t------+------+--=.::_:=:.:...:=i=--~~-----=~=---====:_+------+-------+-------t----==~~~--------i~z~a:,_ ___ ½_"-------;f=~---::-----t-------+---==1-cX11s-TJN >--t=~,f-,---1-------1------+------+------+------+-----+------+-----1 \_ -PIii ~TA· 0 ~nn nn °" ~TA· '·MM ..___ w ---._ •" '" ~ EOG P OFILE ' C ' PVI STA:11+2S.OO P~ ELE :192.17 PVI ELE✓:191.32 --......._ I.._ , , -----,i P~ ELEV: 189.78 -· -· &.lL '€:-$&.lL -~---+-------'+'--------11-----':::,.._---<_;-,A~----+------+-----+-----l------+-----+------+------l-----l-----1 .. 6,-5&.e-G1:3.19%, 2:-Q.58% 51 ~ G1:-1.12%,G2:-5.31% ~ no,, ~n. c en nn , G1:3.98%, um PVIELE:177.73 uo + OClro co 00 .... ro + o -•i.--/ / ...,.,, 1--~-,.,.__L i7:i<D o-0 _J rn .----.----.--CO+ I"-~-,--,.-:. O LOU-, : . .,, , / / ...___ -,8 c.o <.O :::· r--: o u o _J a -• c-xis T. ~,'= , , -.....:.-1~--,,-oou'ici,-<Ou ,a ,,_~2.09% ~ 2.46%" : ; ·ROP. C/L__/ PRCF(LE "XIST. C 1L / / ~ -.:::::::: -a,,,~ ~:gJ-:'.)~1:2+ 0 _, 1---------j------+,-" '-,------'f.-------:,cJ;--------ej;,-------+------+--P,...,R0 Fll::E-:::--+-------t--------t-----'-'-J-==-----f------t------t-------F 'i'pi-iR'"'O"'Fslf'i'E=-'-+------+----/-/--4f-------:,'E,-,-.~~ • -•~~"'-;;~-'-' ~~ l------l-----_.::H~%a:-----cl:,------"1"-------f-------t------t------+------+------+-----+-----+------+------+------t-------j---p,ROP:-Cit---,'---+------,li----=·.._J,--+--t~+----:~:;:/'!:~~<0~~~-~---'¥1~+------+------+------t-------t-------t-----l ( ,-~ ~N !".!') I~ ~ -.--C,0 n ~ (0 o -, ""-~ ;:::§.6a,~. ± -0-6 -A,--~ + -EXISTING RI< HT -;) f::: i ,,.___ '" n ~ EOG PROI ILE "\. __---; ~ ~ :-, -----F ~ ( -; .._ .._ ( . _JI:: ~ d ~ f-------t------11------t------t------+------+------+---~ ,---:Jb----=-----;tt-------'af------at,------,.~---===--~-=-:::::-t-_-----+-'z,...,w:-"------W-,c-------;t--=----c:_:----+------t.xrSTNG-=i,:1,c,=ri1-+------+------<¾.a,_,.,,.'>tlooe-=r-=to-s-m-_--l------l------l-------l------+------+--------I ~----+-----•-----+------+------+-------+-----==:i=-=__..->--::::::=:::::_~oS"t-____ ~~-----Jf-____ __:f"-----4 ~----~t=--"~=:::---1-f;~~----f -----4 ----_.::::: --~~~7L.==f:ic '-I---'~ N c.o ~ .:::::, sOG-fl.R-Q~lbE:,+------+------+~lm-~:-,i--=----t-------lf-------1-------1------+------+------I 32SF 8 701 CATCH BASIN 1 ' f GRATE 23 ' I 32SF B - ' 'p __ ~ , , , ,~ < L.[)I..._, ,_ I~" --, ' C _::_,, .:::.,_,, -'-._ ,.,, +.-t,O~ 4627 4621 4615 4607 - SURREY DRIVE .,, ( 4601 : f r ) > > -r- C ., \ I I G . LEGEND ~I --~I LIMITS OF PAVEMENT RECONSTRUCTION 1--· ·: :· ._ .... --1 LIMITS OF CONCRETE IMPROVEMENTS . . . . . . . . . . OVER SATURATED :-,r ~n,~ NOTE: CONSTRUCT 4" Ar ~--A "'""6i"' IM 8" CMB OVER MIRAFI , ABRIC PER GEOTE,._,, " REPORT. "-"RIC OVERLAP DETAIL ON SHEET <t. SCALE: CD PROTECT IN PLACE, ITEM NOTED HORIZ: 1 "=40' VERT: 1 "=B' J\ @ REMOVE EXIST PAVEMENT AND SUBGRADE FOR NEW PAVEMENT ~ (G)·coNSTRUCf r·· AC. OVt:R COMPACtED .NA fl VE ·wim UPPER 6" su·BGR.ADE'.'\ 3 C.OMf".ACTED JO ~0%. MIN .. P~R GEOlJCHNIC~L ~EPQRT .. • . . . . J r."\ REMOiJr' ExiST. AND RECONSTRUCT fVPE~A •• PCC CURB & GUTTERPER CNB \'V STD-182-L ® REMOVE EXIST. AND RECONSTRUCT 4-IN THICK PCC SIDEWALK PER CNB STD-180-L @ REMOVE EXISTING AND INSTALL NEW WATER VALVE BOX AND COVER TO GRADE PER CNB STD-511-L @ ADJUST TO GRADE UTILITY BOX BY OTHERS @ PRUNE TREE ROOTS AND INSTALL ROOT BARRIER ~ REMOVE EXIST. AND RECONSTRUCT 6-IN THICK DRIVEWAY APPROACH TYPE II \.5' PER CNB ST0-161-L ~ REMOVE EXISTING AND INSTALL NEW SEWER RING, MANHOLE FRAME & COVER lt:5 TO GRADE PER CNB STD-401-L AND CNB STD-111-L ~ REMOVE EXISTING AND INSTALL NEW GALVANIZED CATCH BASIN FRAME AND It:::) GRATING PER CNB STD-321-L-A AND STD-321-L-B, NUMBER OF GRATES PER PLAN . 40' 20' o' 40' 80' GRAPHIC SCALE Note: For reduced sized prints, original scale is in inches ',1 0 "' w w " 1/l co I 1/l 0 I u / z 0 c= u co O' e- <J) z 0 u w O' c-w w " '.;;, I" w w I 1/l / er " z w / N 0 00 0 co !E w z ~-----------------------------~---------~--~----~--------------------~-------------~---------------------------------1,':!, PLANS PREPARED BY: /.~~ESSIOi{ . / ~")-;').\ j 14( ~ \ / !::} &"->' -1/': ¼~\ ! /:;'; "' C,, ' I 0: CJ:::: VJ I 5 Hutton Centre Drive I, * No. 38832 * I PSOMAS ROBERT J. TALAFUS RCE 38832 1---+-----+-------------------+------1 RE~EWED: f~~ PATRICIA S. KHARAZMI, P.E. ASSOCIATE Cl~L ENGINEER THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION SUBMITTED, IN Suite 300 • ~~:~·o~i ~J~t~SIS :~+L~E~H~~~~l~~~Mt~0~T~s A~~~~~~Y.T~o~E F~~Llt~~6·Ri1~ OF Sonta Ana, CA 29707 ': ~1" C/V\\_ <::;~-.;-DESIGNED: HN DRAWN: HN /1\ 5/14/2021 RECORD DRAWINGS DATE 03/30/2021 2 :, Q_ <O N n N t-----------------------~--------1O N ro 1----------t OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THESE PLANS AS A RESULT. {714) 751-7373 F'ax{714) 54-5-8883 OF C~\.\' t-:::-=-:::::---1-::-:,=---"""1-'...,;....._. ____ +-------------------1-----1 L _____________ ....b:;::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::~----------------------------.Lc_H_Ec_K_E_D,_Mt:11H:!.1...D_AJi~5Lf1!.j4~/:2of2W1L...::N:::O:.., L....:D::.A:..:.T:E_.1.:D:.:E:SC::,R:::,IP..:Tl:.:O::.:N...:O::.F...:R:::E:..:~:.:S::.:IO::.:N.:S ___________ i.:..:AP:_:P..:R:.:O..::VE=D:.L _________ ...1.. _____________________ ...1...:S:..:.HE:E:..:.T __ ..:o::.F __ J .f _J R- 6096-S 20 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT CAMEO HIGHLANDS STREET RECONSTRUCTION PLAN AND PROFILE C-7067-2 RECORD DRAWINGS 16 GARRETT DRIVE STA 0+00 TO 8+35.04 165 165 165 195 195 195 SURREY DRIVE SEE SHEET 14 CORTLAND DRIVE SEE SHEET 7 DORCHESTER DRIVE SEE SHEET 12 CAME O H I G H L A N D S D R I V E SEE S H E E T 6 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 4823 CONSTRUCTION NOTES: * NOTE: RECORD DRAWINGS L _,, , PVI STA: 8+00.00 1------t------1------t------+-------+------+------+-----+------+------+------+-------+-------t-------t------1--------,,!i--------:;,,.-----:11----;:;1,'V:'!7,'t-E~~-'-.~;_~,;:~ .. ~-:;---r------,-----,-----,-------r-----,------r-----,-----,-----i _,/' CD LVC: ,o.oo EXISTING LEFT Y oi:-G1:9.03%G2:3.54% l------l------1------+------+------+------+------+-------+-------+------+------+-------+------+-------l r . r ='Pc----"7""+------+---+---+--""""''-''IfC'l-----""ll.!-+-'------+------+-------+------+-------l-------ll------+------+------I EXISTING LEI T ~O'G-PRDFl[t. \.. / • \,) !!2 -,GS~ ~ ': t------<------t-------+------+------+-------+-------+-------+-------+-------+---;a~ec;-pRel"II ,'-C---',-----+-=-LC...-+----tf------1------t--'-y 7 ""pn1var1'S"T7'A+-:7"+"0"'0".0"0---+----;;w~...,u..1----,oat..J-,f;cnafu-ufoo£N:-i,+,;r.,;,"1~-----+------+------+------+-------+-------t-------tf------1------t ---..... .... ... LI r-• ,.,,..,_,,. 1t:I: -01:,.,1~ 0 N ...._ ~ ..;.. c0 _.,... j \. ~ I -,, EXISTING LE~T ,,,,----- EOG PROFI.E I D _Jf-<i:z ; / ' ' '. V .::::. ( Lvc '"0 00 CD O • 0 I"'--+ cO:!,_~ N : • (!) a r---o,. ~lY"'L.(')"" <( z ~ _o. w ~ ' _J I°' + .OC).;:.. NOC> ,..._ ... N ,-... , 3 54%s:- 0 \ ___. ~ ...... ~ -CD8 Q_JU1ooN rtN ~ ___,~~r • ~ l-----j------1------t------+-------,rf-----~ ,.,_.---'f.------¼-----+---==';----ii_&,----...,...4 ------'t~-----t --'=i\.----+--:;;7 -"'_.,...C:.....,,pruvr1 "S.-..l1A:"'o+oc·u=u .. u=u ---l---~.~-}.ocsr_,70~.!G-c-~...,~~;t---'-f;:;:~1' ... ...,.. $''!;;, ,.0e::..._..J.:f----~N:;--t-------j-------jf------t------t------+------+------+-----+-----J c __,.-• __,-, '"''"LJ_F•1,.,.'"'Jn Q U1°=-.:t+1 .... •+ 'JI'" .._, / 7" 0 _J \ ~ LO 00 V + co a•..... 1,no ... .,,. ' .,,. '"''~A,4'·-''",<t.V.'"JJJ-----t------'o~u'----'-_.,...,--.'1a-· -1--.-,.,,..,.---;Lv,,,c"Z: 1,:5,,.0c(o,..,,..--t-cl=i--'c;,-..'l---c!~c!-"'.;•.:..,-...-1,0,.;-+N-,l.,;~-"-l,....·-"i>------+-----+------+------+------+-------+-------t-------t------l------t------t ~~ ~ o 'u /_.,... Pvr"STA:3+50.00 PVI ELE :178.93 CQ 8:;:; u,:o.l~~,uL:s.oti7o §;ci~'u co '°~ • / <D l------t------l------t---------:,f-..,~--""''-----+-------t-------t------<0e>l,lr_N,...,,'""'-'--~"'1Vli: .1 .-LvC:",~.vv .....J ii)r---Q_J 61..(')N "' ,.,, ~ + LVC: 0.00 GL8,.Q,3l ,2;11M%:k---<e:'l'u"------+co"'---,.-----t ->'>j",~----t -"~:N,.s·0 Uo N + ----'l>---1---.J.--+------+------+------+-------+-------+------+------+-------+-----~-------t-----1 ---,.... 3 u 'J ~ G1: 7.44% G2: 8.0~~ ·-~ 0 3 1S?. ~ ~ QI~~ u~ re;:.: ~ ~ ~;•, =,,,,,,., __ .;,,\;---+--l---+------+------+------+-------+-------+------+------+-------+------+-------t-----1 l------t------1--------+,,-=---P'"Vc;;-l'S"'T"'A+.:1""'+"0"0."0"0---+------;\"';(j------{;cn~..,>------+--+---+-__J>"-~ma,---+-oasr..J-."-4--co~-l?cnH'...,"!----1-;;-CJ,"l•.A-, / m Li',uci +"''°co+ g::;.,------o v 1 LIL U-5§.A[? .....J + ..._· ~ s,;i (0 0 .....J~ UQ .-+ 00 'o• ~ ·...,1-0 .-0 .....J • 0 ~ti, r-..: ~(O / ' ;... ~ i LVC: /0.00 8"' ~ ~.------Vi §; ~ -~ d ci ,-.. + ci~ ~:=~,ct--..J7rl-,---0t _,-~~---e "'.;:;~-...,""i:~;ip"!:°'coff;';:~,"'j'ci._.i--j~"";l..,,7 ':'fc ,-0 P"R"O:;;P-. 'C;--/i;T"_-t---t---t-------t------t------t-------j------jf------t------t------t------t------+-----J ~ ', ~1:b--:-617,!G2:T.'D% 0 r--;------;-r: I,......= ,...: 0 _JO co ... + . ii, '· -"'~'/•.-, ~ ~, °'u ~ . + + .,: "' ,/' ' ;-ReFlt·i:l----+---+-------+------+------+-------+------+-------ll------1------+------+------+------I 1-----+-------+-~~-4 -,_,1,1 "+--a+ --1v. •-IDn~, o_ n. n n "'-.., 0 ~ .l I"") _.,.,.--1 r-I .-a .....J lf"? U LC;i , O'>~· ..,~co~t---st--+~·a...,-'--:;ls-------+-i=i;::>, ___ -'o"/i:,...,\-cn+-"'-p,;"'~f----,J;,..-"J"-,,,..-----t~------r "'""'"'-"'s;:-,-+--+-~~a------~-~----:7'~------'1$,:::..Jne-=-·~o~'<o=_,fOl_&c·<it,;a...,,r,.q---i....,~;:::_·--J."f" .i:-+ -t.XJST.-CJ L_ PVI ELE':153.16 ~N u-S:!l""l __,..-L ~z . ..: l()Uor.o(Om+ ..-~ l,('}= /.-:-,.,.,...,...~l•.,c-,,_ ___ -t-_____ --t-_____ -;-------+-------;-------;------t-------t------t-------t--------t------i 1 ; .l111 m...: Q.....JLOUGJOC) +Q ~ j=-0 N r")O+ .l"')r-,.. __ 0 ..-..Jlr"'"" L ----j------f----+~-~•-~•;5.::;•~~f-;;;-;::;f.·.,.__8-o§l'.u~,~--4+2f."'8---=-:p.co,g_-:;;,__:::;::::,,_~~~:,--f-,f--+·-----fr~~o.~+:i;t-,i~;of·"'2fe..,:-P:-=---:b.J:;~f•'-f--t---4------+-.J't-----c ;;dl"'_,.-'.'.:...:·~-~·;------f-e"Xr<mfJr."Rlihr,----t---=L._+-_____ -+-_____ -+-_____ -+-_____ -+-_____ -+-_____ -+ _____ -+ _____ -+ _____ --< ____ _, ~l -----;-------t--"''..Jaj<,,..Jo,/,i'f,;-~ ,G2,:::,f= f6,-7_%-6~~~,..,8~--2S+f,;[rif +=jhi1;-6::3_j-----t -:;7_7.,__1~"'•----1!-+--t --t------t '°'~C.,--t--"'-f-~-i :::-;;a,f!~__,.,"-----i''f-J----f---j-------t--"-,~7'""_,..,'-i /" I:, t.X1 ::> 111-Jl::i rn , 1 1 1 1_------.... .,,.,,. --' <;GG-,C2R-G bf;~_,,c----t:;;7.-<C-----t-----+------+-----+------+-----+------+-----+------+-----t-----1 > ,-..a= ~u v I.{) co 1'-U N _. ~ \ ,r-• . ' __,. '\. ---1::' 0 _J ~ r---a::i O Lt) r-,-. -I/) -+ -------. ..... .... -.,,,.... ' .,, ' -:,-N "'...: 6 -• PROP C/ " '~ -I -----j------lo~"'1---SNlJi"'~•O+--,+~~j0;:'_·(-~-...J.-...ia::'.=---$·-_.!~~ • '--if===---t --lf-------1--'"'__.::::__' __ *_J:'...Cl n □,":n,n r-_/1 ~ _,,.,. b t--. -"' o+ / ~ ' ~.... r--R"O'FIL PROFI/L·E'-+~--+--cst.·xi, HNc;-Rl'GRT,--l------'=F------t------+------+_.,...,-:;;-----ll''-------t-------jf-------1------t------+------+------+-----+-----+-----+-----1 l------t------'±~-,---0+-s-"':4--+---=,~;;-(~e::_-;,li------+-----le'eXISi.,....G.J'.b-::=f---+------+------'f'------+--+--Lt.'l"Gb....!PetR!(!OJIE:.JJll_tC":___'fs------+------+-----+----...L'il;'------+';, _____ +------+------+------t-------t------1------t------+------+------+-----I -o ...---: 01% ~-P OFILE EXIST. ~/L \. _.,... -,. _.,..., I-• 70% :-cfO .::i-,, I _ ,_!:_ _.. ,-..:: " -,. / , , -~r -':~nrl'f---cJC------+------+-------t------j----"'::_-.;J,---'\.---f------t------+-""7'·----h',-----<J:_J~f-2"-+------+----,,.---'f!------+------+------+------+-------+-------+-------j------f------t------+-------+------+------1 _,"'O .....JU 1,,..,---"'" u= _/" I ~ ' "' ~-PO 1,..., .:'.:.... =-GOe-t------t--"'✓'----.....;'rl,-------+------+-----+------+------+------+-------t-------t-------j-------jf------t------t-------1 l.0-..._L('}V _,,,,.-z i.... ~i;.. _.,..._.,..., ,p "-z (X).-(0~ .,,.,..,--W A ~ ~ .... 0 >< 6<J.---"±'-l-----+---i:c-.0 -T------t------:,!s'-~-----¾-----+-_J:1----+-----•4 ~------''+"~------t----~-l-,-+-----:;r°"'/:...._ __ •~l!------t------+------+------+------+-----+-----+------+------+------+-------t-------t------+f------t ~XIS·llN(l-, I6HT EOG PR lFILE ~ ~ ~ ' / - ' ~ a.. 0 ' , -----ll---....,,,,,,""--!..ilj.!Ll.S'"----''-c-\,---IV-~"'-----c£--:----+-----+---+--+---:-,,=--.dct-----+-----+---/-/-'.'.7"--=-~~,_c-----'f:..._----+-----+-----+-----+-----+-----+-----+-----+-----+-----+-----+-----+------+-----1 / / _.,..._.,..., ' ' _.,..._.,..._., . ' i / • 354SFV • "" /\ . Kz) SIDEWALK &, ffiDID NOT CONSTRUCT \. APPROACH , . . I✓ - THEslE IREal:©lf [l) ~ l!I Clfu vM ls/Ee fit EtruN, pi'IRE<f ARJsadB Mi EiEl f <fill<h dtlliloil R t.\AJTION. el'l,J BM I pcf'll, tit),' B'ltRif~. B )'Wfi)ifel Effi!is inlflbt1trEatT<btlS i sN~elRNIMl ~!ll lfe lilEJli.djo'!AEDCfl!¥ El[ ~ES e(Q(IIY i!ilF n O t ~Bf>ill6I<8 IMrClill:s Sabkfiifais~ln6N 91c6lLEerF<ills k'frS al,ol§il!BB.€'Jwhlt!llR nit~ rffiB~rOR<i corp orated IDllll:69itaN6 11/1:ltGH cijAf rleM-flL BEEN INCORPORATED INTO THESE PLANS AS A RESULT. -. r GARRETT DRIVE PLANS PREPARED BY: PSOMAS 5 Hutton Centre Drive Suite 300 Sonta Ana, CA 29707 {714) 751-7373 F'ax{714) 545-8883 ) ) SCALE: CD PROllECT IN PLACE, lllEM NOTED ® REMOVE EXIST PAVEMENT AND SUBGRADE FOR NEW PAVEMENT HORIZ: 1 "=40' VERT: 1 "=B' /\ (r--:;\·coNSTRUCT 7"v ACV OVER COMPACTED VNATIVE.WITH UPPER 6'y su·BGR.ADE Ln \lV CAOMf:ACl[D JO 1)□%-MIN.., P~R 9,EOlECH-NICtL 1iEPQRT.-* A A A - LEGEND ~I --~I LIMITS OF PAVEMENT RECONSTRUCTION LIMITS OF CONCRETE IMPROVEMENTS . . . . . . . . OVER SATURATED roN~ .. oTE: CONSTRUCT 4" AC " n "MMI.IIMUM B" CMB OVER MIRAFI R ,-RIC PER GEOT• •~•L REPORT., IC OVERLAP DETAIL ON SHEET s-. REVIEWED: fc\ REMOVE EXIST. AND RECONSTRUCT B-IN THICK PCC CROSS GUTTER PER CNB \!:V STD-1B6-L 171 REMOVE EXIST. AND RECONSTRUCT 6-IN THICK DRIVEWAY APPROACH TYPE I \'_./ PER CNB STD-162-L, SEE ITEM(S) NOTED ON PLAN ® REMOVE EXIST. AND RECONSTRUCT 4-IN THICK PCC SIDEWALK PER CNB STD-1 B0-L ® REMOVE EXIST. & CONSTRUCT PCC CURB ACCESS RAMP PER DETAIL 9 ON SHEET 4, CASE PER PLAN AND CURB RAMP DETAILS ON SHEET 17-19. @ REMOVE EXISTING AND INSTALL NEW WATER VALVE BOX AND COVER TO GRADE PER CNB STD-511-L @ REMOVE EXISTING AND INSTALL NEW SEWER CLEANOUT BOX AND COVER TO GRADE PER CNB STD-511-L r,::;;:;, REMOVE EXISTING AND INSTALL NEW SEWER RING, MANHOLE FRAME & COVER 'e:1 TO GRADE PER CNB STD-401-L AND CNB STD-111-L 40' 20' o' 40' 80' GRAPHIC SCALE Note: For reduced sized prints, original scale is in inches f~~ ROBERT J. TALAFUS RCE 38832 1---+-----+--------------------+------1 PATRICIA S. KHARAZMI, P.E. ASSOCIATE CIVIL ENGINEER DESIGNED: DRAWN: /·\ HN HN 1 \ 5/14/2021 RECORD DRAWINGS DATE 03/30/2021 rC::-H:::E=cK:-::E:::□-, ---t-□::-A:-::TE=-----1-'--'-'4-----+---------------------1----1 MH 05/14/2021 NO. DATE DESCRIPTION OF REVISIONS APPROVED SHEET OF '-' ,c 0 "' w w er f-1/l '° I 1/l 0 I u / z 0 c= u co er f- VJ z 0 u w er f-w w er f-1/l / 1/l f-w w I 1/l / er '-' z w / N 0 00 0 '° 0 ,c w z N / 2 :, CL '° N n " 0 N cri ~ >, 0 ::, _J R- 6096-S 20 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT CAMEO HIGHLANDS STREET RECONSTRUCTION PLAN AND PROFILE C-7067-2 RECORD DRAWINGS 17 CURB RAMP DETAILS CONSTRUCTION NOTES: NORTHWEST CORNER CAMEO HIGHLANDS DRIVE / CORTLAND DRIVE INTERSECTION NORTHEAST CORNER CAMEO HIGHLANDS DRIVE / CORTLAND DRIVE INTERSECTION SOUTHEAST CORNER CAMEO HIGHLANDS DRIVE / CORTLAND DRIVE INTERSECTION NORTHWEST CORNER CAMEO HIGHLANDS DRIVE / WAYNE ROAD INTERSECTION NORTHEAST CORNER CAMEO HIGHLANDS DRIVE / WAYNE ROAD INTERSECTION NORTHWEST CORNER CAMEO HIGHLANDS DRIVE / DORCHESTER ROAD INTERSECTION NORTHEAST CORNER CAMEO HIGHLANDS DRIVE / DORCHESTER ROAD INTERSECTION SOUTHWEST CORNER CAMEO HIGHLANDS DRIVE / DORCHESTER ROAD INTERSECTION CAMEO HIGHLANDS DRIVE CAMEO HIGHLANDS DRIVE CAM E O H I G H L A N D S D R I V E C A M E O H I G H L A N D S D R I V E CAMEO HIGHLANDS DRIVE CAMEO H I G H L A N D S D R I V E C A M E O H I G H L A N D S D R I V E C A M E O H I G H L A N D S D R I V E CO R T L A N D D R I V E CO R T L A N D D R I V E WA Y N E R O A D DOR C H E S T E R R O A D CO R T L A N D D R I V E WA Y N E R O A D DOR C H E S T E R R O A D DOR C H E S T E R R O A D LEGENDNOTE: 164.39 TC 1 4.17 FS 164.10 FS (163.43) (162.92)F JOIN ' 163.85 TC 163.35 FL 8+79.82 ECR (1 qt§'3)TC (164.27)FL 1 ECR .44)TC (163.91 )FL JOIN I 164.92 FS-JOIN 164.97 FS 165.19 TC 165.04 F 164.76 T O" CF ~~r----{ 9 CAS 9-- I 165.84 TC 165.34 FL 7+11. 165.43 TC 165.11 FS 165.04 FS 166.15 FS-JOIN 0 6+35.12 ECR (163.22)TC (162.88)FL JOIN 163.83 TC 163.33 FL 0+42.45 ECR (156.53)TC (155.BB)FL JOIN 157.16 TC 156.66 FL i:: cf -l[) CX) 0 NO s!' -sj" s!' (0 (/) <O c.o .,.... LL .--.,.... .-.,.... I I ' ' f / " I ' ' ' ' ! 4J 158.65 TC I ~ _,/! J ! ' ' ' ' ' 158.15 FL 4+75.33 BCR (158.78)TC (158.33)FL JOIN --II' ---------------II' ----- EXISTING LANDSCAPING AND IRRIGATION WITHIN PAY LIMIT OF THE CURB ACCESS RAMP PER DETAIL 9 ON SHEET 4 SHALL BE REMOVED AND REPLACED IN KIND TO THE SATISFACTION OF THE CITY OF NEWPORT BEACH. 9+75.70 BCR (164.37)TC (163.87)FL / JOIN 164.25 TC 163.75 FL 156.76 FS-JOIN 157.59 FS 157.66 TC O" CF 9 CASE "H" I: .• •. : .. -l 1-,. . -·1 LANDSCAPING X CASE 157.88 FS-JOIN 156. 71 FS-JOIN 157.38 FS 157.45 FS 157.38 :::'.":'."::'~=~~...:F~S~~~~ ---sL ----j-:---:;:i==::.;:._'-"'·"-" -CATV 4+00.25 ECR (157.66)TC (157.13)FL JOIN 4-t;oo ---------------II' J i I I I I 1+55.00 BCR (152.30)TC (151.83)FL JOIN " CF II'------- u (.!) '-' 0+42.46 BCR (156.34 TC (155.8~FL JOIN = 153.19 TC'-' ----w ----+---+---<<;;;-w ---.--'1'""5"'2~. 6"'9-,,,.FL"-+--w ~§ fe !.: O" CF -G--G+--G • I \ 152.66 FS-JOIN 153.73 TC O" CF CASE "H" 9 154.07 TC 153.80 FS I Is 154. 911- FS-JO/N (.!) I I 154.65 T 154.15 F G G . (154.89)TC ,'<6;' (154.38)FL -1/_ JOIN ✓y ?- CD PROTECT IN PLACE, ITEM NOTED (153.53)TC (153.03)FL JOIN 153.94 TC 153.44 FL w w \\ :' : .~ _,· . . ,_. -W .. 153.73 TC .... O" CF ----E----E----"""'7'~ 153.80 TC O" CF --t-------CATV 0 0 0 152.69 FS-JOIN 1°!34. 0 TC 54. 0 FL w .... 2+45.00 BCR (154.88)TC (154.38)FL JOIN SIGN 153.66 FS-JOIN 153.19 FS 1 44 153126 FS CASE 7H" 9 153.32 TC 153.19 FS 153.12 FS 154.53 TC 154.29 FS 154.22 FS ' ·1 . : •. I ( 155.08 FS-JOIN -+------CATV - 10+35.31 CR (153.37 TC (152.87) FL J IN ~ .83 TC O" CF TC FL c., 152. 7 TC -~=ri"='Eit==---E -+--- -CA TV1 +5 _5 ___ Q_O_E_C_R+-+---CA TV (152.35)T (151.82)F JOI ]--+------+---\' (.!) (.!) I C r-----lCATV 0 0 + 0 LIMITS OF CONCRETE IMPROVEMENTS ® REMDVE EXISTING & CDNSTRUCT PCC CURB ACCESS RAMP PER DETAIL 9 ON SHEET 4, CASE PER PLAN AND CURB RAMP DETAILS HEREON r,"",;\ REMOVE EXISTING AND INSTALL NEW WATER METER BOX TO GRADE PER CNB ~ STD-502-L ~ REMOVE EXISTING AND INSTALL NEW ELECTRICAL PULLBOX TO GRADE PER CNB '-e;/ STD-204-L 1 o· 5' o' 1 o· 20' GRAPHIC SCALE Note: For reduced sized prints, original scale is in inches ~ 0 V, Q_ 2 "' er m I c-- I ;:, z 0 F u co Q' .... "' z 0 u w er .... w w Q' .... "' / r" w w I ;'.)- 0' C) z :;!- N 0 ro 0 co 11 w z .-------------------------------.-----------.----,.-------.----------------------.----..-----------r--------------------------------1;)-PLANS PREPARED BY: PSOMAS /;~ESS~ _ /~9-\ j 14( ~ \ [;'/ !2 (/ •. / [::} 9:,'V' -1'..-0 ¾~ \ IQ:!"'--iJ1 \ 5 Hutton Centre Drive \_ * No. 38832 * I THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION SUBMITTED, IN Suite 300 • • PART, BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, CITY OF •. if' ,._ 1 REVIEWED: ROBERT J. TALAFUS RCE 38832 1---+-------11---------------------+----1 REVIEWED: f~~ PATRICIA S. KHARAZMI, P.E. ASSOCIATE CIVIL ENGINEER 2 " Q_ c--N n ci 1------------------------r----------10 N --------"' NEWPORT BEACH IS NOT RESPONSIBLE FOR ITS ACCURACY, NOR FOR ERRORS OR Santa Ana, CA 29707 • •• :.1-... orc1vc;\_\_\c.·<;S··~···~··~ • 1-D,-E,,,Sl.,,GN-,:E-:-D-: _H;.;;N+:,D.,.RA=W,...N_=_..;.H;;.;N-l,"-.:.1-4_5.,;./_1.,;.4/_2_0_2_1-I-R-EC_o_R_D_D_RA_w_1_N_Gs ____________ -l-__ --1DATE 03/30/2021 OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THESE PLANS AS A RESULT. (714) 751-7373 Fax(714) 545-8883 0 ' L-------------~::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::~----------------------------.l...c_H_Ec_K_E_o,_M~H:!L.D_AJ~!2;L1!.;!4~20~2~1 LN..:.O:.... L_:D:.:.A:.:.T:.E _..i.:D..:.E:.SC:.:.R..:.IP...:TI..:.O:.:.N...:O:.:.F_R..::E:.:.Vl:S::.:IO..::N.:.S ___________ LAP..:P..:.R..:.O..:.VE=D:.1-_________ ...1.. _____________________ ...1...:S:.:.HE:E:.:.T __ ...:o:...F __ ..J i R- 6096-S 20 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT CAMEO HIGHLANDS STREET RECONSTRUCTION PLAN AND PROFILE C-7067-2 RECORD DRAWINGS 18 CURB RAMP DETAILS NORTHWEST CORNER CAMEO HIGHLANDS DRIVE / SURREY DRIVE INTERSECTION NORTHEAST CORNER CAMEO HIGHLANDS DRIVE / SURREY DRIVE INTERSECTION SOUTHWEST CORNER CAMEO HIGHLANDS DRIVE / SURREY DRIVE INTERSECTION NORTHWEST CORNER CORTLAND DRIVE / GARRETT DRIVE INTERSECTION SOUTHWEST CORNER ROCKFORD PLACE / ROCKFORD ROAD INTERSECTION SOUTHEAST CORNER ROCKFORD ROAD / WAYNE ROAD INTERSECTION SOUTHEAST CORNER CAMEO HIGHLANDS DRIVE / SURREY DRIVE INTERSECTION SOUTHEAST CORNER CAMEO HIGHLANDS DRIVE / DORCHESTER ROAD INTERSECTION C A M E O H I G H L A N D S D R I V E CAMEO HIGHLANDS DRIVE CAMEO HIGHLANDS DRIVE CAMEO HIGHLANDS DRIVE CAMEO HIGHLANDS DRIVE DOR C H E S T E R R O A D SU R R E Y D R I V E SU R R E Y D R I V E SU R R E Y D R I V E SU R R E Y D R I V E R O C K F O R D R O A D ROCKF O R D R O A D ROCKFORD PLACE W A Y N E R O A D GA R R E T T D R I V E CORTLAND D R I V E CONSTRUCTION NOTES:LEGENDNOTE: ;S • • 17+93.72 BCR (140.80)TC (139.97)FL JOIN / E------'tt.-- " 141.30 TC 140.80 FL ..... 1-- g O+@ 0 §; -< < Sc EET LIGHT P LLBOX 1 CURB DRAIN "' 152. 152. w- 0+45.00 ECR (152.23)TC 1 (151.75)FL JOIN 9+0 -w w 9+19.66 BCR (181.30)TC (180.86)FL JOIN -G --G ---G ----t-_6 .. 181. 73 FS-JOIN 183.05 FS 183.12 TC ss- w w U> >-U> 182.48 TC w 181.98 FL G G- '/ i-------1 / 1 . ' / / / / / FS-JOIN ________ / __ ~ 182.98 181. 71 FS-JOIN FS 183.05 FS 182.98 18~~91 FS w w 0 0 + ,-.. 6+93.17 Bf.iRi<t--- (183.75)TC (183.29)FL JOIN ~ ----~--+---T - / {1~4µ.,1~~~v--:_-:_~:~!~~~ ,x.-F,S -"' J O" CF A£~H1-, ·<> "><-_____ 18. 84.15 TC 83.65 FL AT > _/ _.• / ~<· -~- 14 14 ASE ~ \ ) +66.53 ECR (142. 78)TC (142.29)FL JOIN 14 .53 TC 14 .03 FL 141.94 S-JOIN G>\\ ( \~ \ '1 \'--"", ' ' ' ' ' ' \K -·_\ "\ ,r -\ ' ' ' ' '. \ 141. 2 TC 0 CF .. -.-- 142 6+78.0 ECR (141.54)lif (141.10)F~ ~- 18 FS 141.68 FS-JOIN t-----E-- \ • 0+41.49 BCR (141.34)TC (140.85)FL JOIN C) 0+45. 0 BCR i (15/ll 04)TC i "' (15 .5j~~ ;! I I c., I I I i fo1 I I l 152.66 TC 152.43 152.50 FS FS 1 3.36 F -JOIN "H" ~ I 10+00 ===j===Jsl;;======--==-== SS--::;:-· ---- '-' SS-------SS--- 7S 1 0 0 lj; 186.79 TC O" CF 186.95 TC 186.45 FL 6+03.17 BCR (186,57)TC (186.06)FL JOIN I II c., I I I '-'I I ...J I U> I I 188.11 TC 187.61 FL 186.97 FS 10+05.66 ECR (188.38)TC (187.85)FL JOIN 187 04 188.64 FS FS-JOIN 187.61 TC 187.11 FS 9 CASE "H" 187.26 TC 187.04 FS f-----+--w+---------w----.-----c., I c;-, \l EXISTING LANDSCAPING AND IRRIGATION WITHIN PAY LIMIT OF THE CURB ACCESS RAMP PER DETAIL 9 ON SHEET 4 SHALL BE REMOVED AND REPLACED IN KIND TO THE SATISFACTION OF THE CITY OF NEWPORT BEACH. II I ',. I:' • _· . : .·•. -I LANDSCAPING 1---·. • .. • .. --·.'"I LIMITS OF CONCRETE IMPROVEMENTS 1 e \l 0 6+93.17 ECR (183.91)TC (183.41 )FL JOIN 184.95 TC 184.55 FL -----------<;I, w ss c., c., w c., ss I c., I CD PROTECT IN PLACE, ITEM NOTED 2 s w I 11 I 184 38 FS-JOIN 185.l 3 F 10+05.66 BCR (187.80)TC (187.34)FL JOIN 10 00 ss ·ct? r': ". < U> (.) U> 6 03.17 CR (1 4.39)T (1 3.89)F JO j 187.99 FS-JOIN 0 0 + <D " \ SL -b--=\--'l-+.::.U.;1'1--T -- ----E----E w w- ss ® REMOVE EXISTING & CONSTRUCT PCC CURB ACCESS RAMP PER DETAIL 9 ON SHEET 4, CASE PER PLAN AND CURB RAMP DETAILS HEREON (166.1 C ;~4)FL 181. 7 9+19.66 ECR (181.35)TC (180.91 )FL JOIN >-w CASE "H" 9 0 1/) L[) I-LL ~Vl ON r.DLL... ~~ ~ <D <D <D <D ~~ /~ ------~1\ 1 o· 5' o' 1 o· GRAPHIC SCALE \ ~ 7+3L 01 E (166.96)T (166.16)FL JOIN 20' Note: For reduced sized prints, original scale is in inches ss ~ I ;:- z 0 F u co Q' >-"' z 0 u w Q' >-w w Q' >-"' / r" w w I ;'.)- 0' C) z :;!- N 0 ro 0 co 11 w z ~----------------------------.----------~--.------,---------------------r---.::,::-::=:-------.-------------------------------1;)-REVIEWED: ,, PLANS PREPARED BY: REVIEWED: 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. PSOMAS 5 Hutton Centre Drive Suite 300 Santa Ana, CA 29707 (714) 751-7373 Fax(714) 545-8883 /;~ESS~ _ /~9.\ j 14( ~ \ / [::} 9:,'V' -1'..-0 ¾~ \ [;'/ !2 (/ ', IQ:!...._ ifl:;:;:ol I, * No. 38832 * ! ROBERT J. TALAFUS RCE 38832 1--+----➔-------------------+----t f~~ PATRICIA S. KHARAZMI, P.E. ASSOCIATE CIVIL ENGINEER ci \ ~ ~./ ·-"':1' CIVIi-<:;~• DESIGNED: HN DRAWN: HN 1 5/14/2021 RECORD DRAWINGS DATE 03/30/2021 1--------1 00 1-----------------------r---------to N OF C~\. \'/• t-C:-H-,:E""CK'"'E,:-D-: -'-"-+:D-,-A=TE:-: ---"'""i-'"'""....._.1-----+-------------------+--P-RO_V_E-ID SHEET OF i;' L-------------~::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::=1 ____________________________ ...1... ____ M~H:!L..~0~5'-1~4~20~2;.!J1 L._N_o__J_. __ D_A_T_E_...1...D_E_sc_R_1P_TI_o_N_o_F_R_E_V1_s_1o_N_s ___________ J_AP __ _J _________ __JL..-_____________________ L-______ __. ::. R- 6096-S 20 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT CAMEO HIGHLANDS STREET RECONSTRUCTION PLAN AND PROFILE C-7067-2 RECORD DRAWINGS 19 CURB RAMP DETAILS SOUTHWEST CORNER ROCKFORD ROAD / WAYNE ROAD INTERSECTION SOUTHWEST CORNER ROCKFORD ROAD / DORCHESTER ROAD INTERSECTION SOUTHEAST CORNER ROCKFORD ROAD / DORCHESTER ROAD INTERSECTION SOUTHWEST CORNER ROCKFORD ROAD / SURREY DRIVE INTERSECTION SOUTHWEST CORNER GARRETT DRIVE / DORCHESTER ROAD INTERSECTION NORTHWEST CORNER GARRETT DRIVE / DORCHESTER ROAD INTERSECTION SOUTHWEST CORNER GARRETT DRIVE / SURREY DRIVE INTERSECTION NORTHWEST CORNER GARRETT DRIVE / SURREY DRIVE INTERSECTION ROCKFORD ROADROCKFORD ROAD ROCKFORD ROAD ROCKFORD ROAD W A Y N E R O A D D O R C H E S T E R R O A D D O R C H E S T E R R O A D S U R R E Y D R I V E GARRE T T D R I V E GARRE T T D R I V E GARRE T T D R I V E GARRE T T D R I V E DO R C H E S T E R R O A D DO R C H E S T E R R O A D SU R R E Y D R I V E SU R R E Y D R I V E CONSTRUCTION NOTES:LEGENDNOTE: 0 ;,o56. 82 ECR 185.09)TC 184.63)FL JOIN .o I 1• \ . ' . " . I • • • (!) s ' EEf LIGHT P LLB/i)X 76 TC "CF 0+56.82 ECR (172.26)TC (171.75)FL JOIN I 11 I I 14 1 STREET LIGHT PULLBOX 172.48 FS-JOIN 171.80 FS 172.33 TC 171.87 FS 172.57 TC 171.95 FS 171.87 173.60 FS-JOIN ------w---------w-+------, 23+44. 76 BCR (161.38)TC (160.89)FL JOIN 161.67 TC 161.17 FL -----~-w-- '°" \, \\ \\ 0+75.7 R 148.13) \ 147.37) OIN 21 00 w 4---i'< -~-------7 FS ~-------- CASE "H" 9 180.70 TC O" CF 180.63 FS 179.86 FS-JOIN _. --,s ____ .. -----···-·--· ---- -- ~ ,,,--- ~--,---,,- 182.51 FS-JOIN 180.70 FS ' I l LO -IX)-~ >-I w 11 \ I 11 I w I \ 11 I • w · I .. ' . ) . 4+06.00 ECR \ (179.47)TC (178.99}6L JOIN ·<XJ· ~ w (182.22)TC (181.74)@'. JOIN 180.93 TC 180.43 FL 180.22 TC O" CF ----~------- 4+94.53 BCR (187.13)TC (186.62)FL JOIN X 171.84 TC 171.34 FL 17 .43 T ~• CF 171.50 T O" CF 69.76 S-JOIN 1 7.97 F 168. 0 TC 168. I 4 FS 167.97 TC O" CF 167.90 FS \ 1,1 >-I I I I 2+41.30 ECR (166. 76)TC (166.28)FL JOIN I 11 I I '1\ I I 3+29.83 BCR (173.35)TC (172. 77)FL JOIN ( 68.94}fL J IN O" CF TC 167.39 TC 166.89 FL R --- LANDSCAPING ,,--~-----_,, ~ EXISTING LANDSCAPING AND IRRIGATION WITHIN PAY LIMIT OF THE CURB ACCESS RAMP PER DETAIL 9 ON SHEET 4 SHALL BE REMOVED AND REPLACED IN KIND TO THE SATISFACTION OF THE CITY OF NEWPORT BEACH. 1 • .• .• • 1 1-·. • •. ·• · ·.• • • -1 LIMITS OF CONCRETE IMPROVIEMENTS ---=i:.-...--- FS-JOIN 161.86 FS 161.93 TC O" CF CASE "H" 9 ~16U 8,TC 162.00 F-S,1-61.93 FS\ 162~70 S-JOIN ~<---' ~:t :--__;. _lf.>L~.c...i.s'-( "' • ' . ,. 1 2.86 TC 1 .36 FL I .... "\. " ' \ I • • • • ' 17+ . 2 BCR 52.81 )TC { 52.38)FL "' JOIN \ CD PROTECT IN PLACE, ITEM NOTED 17+51.17 E (162.39)TC (161.89)FL OIN . \ \ \ ✓-,,, ?ti) 21+63.46 ECR (153.92)TC (153.46)FL JOIN 153.55 TC 153.05 FL .--~-+----~·r . _·_ .. - ·---t-c----:--·.sL -·-· 154.07 FS-JOIN 153.23 TC 152.88.--'-FS=----- 9 Cl).SE "H" 153.13 ~c 152. 73 152.80 S . . . FS _, \~ ~\ \'\, ® REMOVIE EXISTING & CONSTRUCT PCC CURB ACCESS RAMP PER DETAIL 9 ON SHEET 4, CASE PER PLAN AND CURB RAMP DETAILS HEREON =E ...--......__._"""":v'7""-~-"'-,:-,.._._..;,._ FS 149.34 TC O" CF CASE "H" 9 149.84 T 149.41 FS 149.3 • . • • \\\ ECR 19 00 w 140.32 _---11\,--E --- 141.27 TC 140.77 FL 6+74.74 BCR (141.66)TC (141.15)FL JOIN o" 1 o· 5' 19+02.25 ECR ~ (140.57)TC \ '\.._ (139.76)FL JOIN 140.62 TC 140.12 FL ,'l,,....,_-,-,,f+--------'-T-+------T o' 1 o· GRAPHIC SCALE .• SI,, ..-------- 141.19 TC 140.78 FS 140.94 FS-JOIN iSE--"R'~--- 14 .34 TC ) 140_78 14 .85 FS* FS STREET JJGHT /-,,, PULLBO \ -;1P' ?- 20' Note: For reduced sized prints, original scale is in inches I ;:, z 0 F u co Q' >-"' z 0 u w Q' c-w w Q' >-"' / r" w w I _:'.;. Q' C) z :;J. N 0 IX) 0 co 11 w z ~---------------------------.....----------"'""T--.-------,----------------------r---.::,::-::=:-------.----------------------------------1;)-REVIEWED: ,, PLANS PREPARED BY: REVIEWED: 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. PSOMAS 5 Hutton Centre Drive Suite 300 Santa Ana, CA 29707 (714) 751-7373 Fax(714) 545-8883 /;~ESS~ _ /~<o.\ j 14( ~ \ / [::} 9:,'V' -1'..-0 ¾~ \ [;'/ !2 (/ •. IQ:!...._ ifl:;:;:ol I, * No. 38832 * ! ROBERT J. TALAFUS RCE 38832 l--+----➔--------------------lt------1 f~~ PATRICIA S. KHARAZMI, P.E. ASSOCIATE CIVIL ENGINEER " Q_ IX) N n ci \ ~ ~-/ ._ "':1' CIVIi. <:;~• DESIGNED: HN DRAWN: HN 1 5/14/2021 RECORD DRAWINGS DATE 03/30/2021 1---------1"' 1----------------------T"""---------10 N OF C~\. \'// t-C"'H""E""CK-,:E,:-D-: --'-"-+:D..,.A=TE:-: ----"'""i-'"'"""""-11-----+-------------------+--P-RO_V_E--tD SHEET OF i;' L-------------~::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::21 ____________________________ .,L. ____ M~H:!L.~0~5.t..1~4~20~2;,!Jl L.,_N_o...J.. __ D_A_T_E _ _i,_D_E_sc_R_1P_TI_o_N_o_F_R_E_V1_s_1o_N_s ___________ J...AP __ ...J _________ __,J1,,_ _____________________ L.. ______ __. ::. R- 6096-S 20 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT CAMEO HIGHLANDS STREET RECONSTRUCTION C-7067-2 RECORD DRAWINGS 20 SIGNING, STRIPING AND CURB PAINTING PLAN SIGNING, STRIPING AND CURB PAINTING PLAN GENERAL NOTES CONSTRUCTION NOTES TYPICAL STRIPING TERMINATIONTYPICAL ELBOW CORNER I I I I :----- < ( - / / \ / '-... '-... ~ C) Lt) - --, ·---I - - -- ---I---f;;J 1--"' -co -- "--& - 1 S9LF P4 P1 12LF 4501 P1 12LF -I ..l.. 4507 I 4508 4515 ·-r_L··,·1. 4500 4506 4512 4516 PS 4515 I R2-1(2S)~ -~~~Jc~=----------~~-~ 4601 4607 4615 _11 4522 4600 4610 4618 -..J. ~*~2~ 1- 4624 DORCHESTER ROAD l r 4521 4601 4607 I 4615 I 4621 /. ··-r·-+ 4518 4600 • "" ·-1-y. 4606 I 4614 4620 .·~ --& Ii /1 I .....L WAYNE ROAD -.....L C,J O} \- \ \ \ {jl"\ ~ c l ( •.• • \ \ 7 4509 4515 -I 4520 / I 4515 P1 29LF 4521 4600 1-I P1 30LF . PS 4601 4606 I \ y I I 4521 4527 4601 PS 4607 \ _;_ l_ -I_.....___ 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. 4607 4615 I +--I 4614 4620 i 4615 4621 4627 L _I ECOASTHWY PLANS PREPARED BY: 12LF P1 515 1 SCALE: 1''=80' PSOMAS 5 Hutton Centre Drive Suite 300 Santa Ana, CA 29707 (714) 751-7373 Fax(714) 545-8883 I i PS 4627 / , , I ,,,_ ~. , ., 4701 518 , --. -\ 4700 \ r -\ -\ -\ \ \ \ \ \ 1\:l / / \ \ \ \ \ 11.~ 1'2.'.'> ./\ \ ..... ~ \ \ 1" = 80' N W1-6(R), W13-IP(1S) 4701 \ 1()~ \ 1()\ ,_ ,\ 4727 / y 4718 4731 I 4737 I ,- P4 I 50• 10:: . . u CD ECR ~[ (NOT TO SCALE) RE~EWED: - 4801 I 1'1.~ \ 1'2-2-./ . -I \ • ,\ 101 I .• / ')- 4Boo / I I I 4818 I 4824 P1 12LF • I "1 I I • I I I I N W1-1(L), W13-IP(1S) -~:::; 4807 I *50' 4815 I -!_ ---i.1-----JI LIMIT LINE 81 TYP. STOP MARKING *50' CROSSWALK OR LIMIT LINE *UNLESS OTHERWISE SHOWN (NOT TO SCALE) RE~EWED: i------+-----+-------+---------1~~ tr ----=-----ROBERT J. TALAFUS RCE 38832 l---+-----+-------------------+------1 ANTONY BRINE, P.E. CITY TRAFFIC ENGINEER DESIGNED: DRAWN: 1--------'-"HN-+--------'-H"-'Ni-'-.:....-1-5..;./_1...;4/...;2_0_2_1 +-R_Ec_o_R_D_D_RA_Wl_N_Gs ____________ --1------1 DATE 03/30/2021 CHECKED: DA TE: MH 05 14 2021 NO. DATE DESCRIPTION OF REVISIONS APPROVED 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE PROJECT SPECIAL PROVISIONS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREENBOOK), 2015 EDITION AND ALL SUPPLEMENTS, THE CAL TRANS STANDARD PLANS, DATED 2010, THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (CA MUTCD), DATED JANUARY 2014. THESE PLANS, AND THE CITY OF NEWPORT BEACH STANDARDS AND POLICIES. 2. THE LAYOUT FOR ALL PROPOSED PAVEMENT MARKINGS AND/OR TRAFFIC STRIPING SHALL BE "PRE-MARKED" AND/OR "CAT-TRACKED" FOR INSPECTION BY THE ENGINEER OR HIS REPRESENTATIVE PRIOR TO FINAL APPLICATION OF PAVEMENT MARKINGS OF STIRIPING. 3. CONTRACTOR TO REPAINT ALL CURBS WITH PAINT TO MATCH EXISTING. 4. ALL MARKINGS TO BE THERMOPLASTIC PLACED VIA EXTIRUSION OR RIBBON METHOD PROTECT IN PLACE REPAINT TOP AND FACE OF CURB RED CD ® ® ® (§) INSTALL THERMOPLASTIC 12" WHITE STOP BAR AND WHITE STOP LEGEND PER CAL TRANS STD. PLAN A24C -A24E AND ENCLOSED DETAIL *. INSTALL THERMOPLASTIC 4" YELLOW CENTERLINE PER DETAIL 1, ® (@) ® CAL TRANS STD. PLAN A20A. INSTALL THERMOPLASTIC 4" DOUBLE-YELLOW CENTERLINE PER DETAIL 21, CAL TRANS STD. PLAN A20A. INSTALL FIRE HYDRANT MARKERS PER CITY OF NEWPORT BEACH STD-902-L REMOVE EXISTING SIGN AND REPLACE WITH NEW SIGN AS SHOWN INSTALL NEW SIGN AS SHOWN SHEET OF " " 0 '" 0: er, 0 " I u / z C F u CJ O' f-er, z C u u_ O' f-u_ u_ O' f-cc / cc f-u_ u_ I en / O' " z u_ / " 0 "" 0 CD 0 " u_ z " / :, :, o_ "' " n " 0 " cc ->, C :,