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Home My WebLink AboutR_7010_SCll'/ OF COSTA MESA OCEN,, C..._ _ _,)PROJECT LOCATION JOHN WAYNE AIRPORT RECORD DRAWINGS 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 to its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. PUBLIC WORKS DEPARTMENT MISSION BAY DRIVE STREET IMPROVEMENTS C-7889-3 APPROVED: ( DATE: 7-(3-ZoZ/ APPROVED: DATE: JAME . HOULIHAN, P.E., DEPUTY PWD I CITY ENGINEER R.C.E. NO. 47961 SHEET 2 GENERAL NOTES 1, ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHAILL BE CONSTRUCTED IN ACCORDANCE WITH THE 'STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION', 2015 EDITION AND SUPPLEMENTS TO DATE, EXCEPT AS OTHERWISE STATED IN THE CITY'S STANDARD SPECIAL PROVISIONS, DR IN THIS CONTRACrs SPECIAL PROVISIONS. 2. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION. 3. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM N GRADE, COLOR, DIMENSION, AND FINISH TO ADJOINING IMPROVEMENTS. 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 ANO STORM ORAIN 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 THE ATTENTION OF THE ENGINEER. FAILURE TO DO SO WILL PLACE RESPONSIBILITY OF THE CONTRACTOR FOR CORRECTION .. 8. ANY WORK NOT INDICATED ON THE DRAWINGS BUT CALLED FOR IN THE SPECIFICATIONS, DR VICE-VERSA, SHALL BE FURNISHED AND PERFORMED AS THOUGH SPECIFICALLY INDICATED AND CALLED FOR IN BOTH. ANY WORK NOT INSTALLED ACCORDING TO DRAWINGS AND SPECIFICATIONS OR ORDINANCES AIND LAWS SHALL BE REPLACED AT CONTRACTOR'S EXPENSE. 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TD KEEP ADJACENT STREETS CLEAN AT ALL TIMES. TRUCKS AND EQUIPMENT USING THE SlREET SHALL NOT lRACK DIRT OF DEBRIS THEREON. 10. THE ENGINEER DOES NOT WARRANT THE ACCURACY OF SCALED DIMENSIONS ON ANY PLAN. ALL DIMENSIONS SHALL BE AS DESIGNATED ON THE PLANS. THE CONlRACTOR SHALL PROTECT ALL PUBLIC AND PRIVATE PROPERTY. 11, THE CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT (USA) AT 811 TWO WORl<ING DAYS PRIOR TO ANY EXCAVATION WORK. as STREET CONSTRUCTION NOTES PROTECT IN PLACE. GRIND 2' OF EXISTING A.C. PAVEMENT AND OVERLAY 2' ASPHALT CONCRETE FINISH COURSE AS SHOWN. VICINITY MAP \ .. i .- j I I ,. © 0 REMOVE EXISTING AND INSTALL NEW CITY OF NEWPORT BEACH WATER VALVE BOX TD FINISHED GRADE PER CITY OF NEWPORT BEACH STD-513. SYMBOL -0-POWER POLE 8 SEWER CLEANOUT © SEWER MANHOLE (Q) STORM DRAIN MANHOLE t>O<l FIRE HYDRANT • WATER METER IIJ STREET LIGHT PULL BOX llll TRAFFIC SIGNAi. PULL BOX ~ STREET LIGHT 0 WATER VALVE E-GUY WIRE • SURVEY MONUMENT p SIGN • VAULT VENT e TREE .. IRRIGATION CONlROL VAL VE 1111 CABLE TV PULL BOX 0 CORING LOCATION ~ ELEClRICAL MANHOLE IIJ ELECTRICAL PULL BOX ~«((((ttd BUILDING ----EXISTING CONSTRUCTION -----PROPERTY LINE NEW CONSTRUCTION ---ct.---CENTERLINE ----S--·-SEWER LINE -----w---WATERLINE ---G---GAS LINE --E--ELECTRICAL LINE --T TELEPHONE LINE -CATV-CABLEVISION LINE --SP--SPRINKLER SYSTEM -x-x-x-FENCE BLOCKWALL NOT TO SCALE ABBREVIATIONS (IN ADOITION TO GREENBOOK SECTION 1-3.2) AB AGGREGATE BASE ARV AIR RELIEF VALVE ACP ASBESTOS CEMENT PIPE AC ASPHALT CONCRETE BC BEGIN CURVE BCR BEGIN CURVE RETURN BVC BEGIN VERTICAL CURVE BU< BLOCK CATV CABLE TV Cl CAST IRON ct. CENTERLINE CNB CITY OF NEWPORT BEACH CL CLASS CLR CLEAR C&G CURB AND GUTTER E EAST/ELECTRIC EC END CURVE ECR END CURVE RETURN EVC END VERTICAL CURVE EXIST EXISTING FLG FLANGE FE FLANGED END FL FLOW LINE FM FORCE MAIN G GAS GV GATE VALVE GB GRADE BREAK GE GROOVED END IP&T IRON PIPE 00 TAG LT LEFT MAX MAXIMUM MJ MECHANICAL JOINT MIN M~IMUM NG NATURAL GROUND N NORTH NTS NOTTO SCALE NO NUMBER 0G ORIGINAL GROUND PE PLAIN END PROP PROPOSED PB PULL BOX RCP REINFORCED CONCRETE PIPE RET RETAINING RT RIGHT SCH SCHEDULE s SEWER sco SEWER CLEANOUT SMH SEWER MANHOLE SHT SHEET SW SIDEWALK s SOUTH SCE SOUTHERN CALIFORNIA EDISON SQ SQUARE STL STEEL T "TELEPHONE w WEST/WATER W/ WITH *,,.. 1 1l 41 ~• II) ff. .. , w ~ --0 ...J ' -, 1-. z ' 0 a.. CARMEL BAY DR. ~ 2'GRINDANDOVERI.AY. LEGEND 30 ' ' I 1 SHEET 4 --- . ·' •·:1,1 ,,,I " I f if ,( I 4 I 1. __ , r, M l COLD MILL 4' DEPTH, 2' VARIABLE AND 2' CAP , ~L A.C. PAVEMENT. 30 ~-i lj I I. • f Ii • I ·/ <8 ,. i ./ ,, ,I IJ. INDEX MAPS SCALE: 1' • 50'--0' [, ll' <.:' CV) 1--UJ UJ :c en -- -- -"' J . ' ' - -"' ' ¼ - '.;;\ a :;f ... ~ , , ,~ I "-...... ,f :- UJ > -0:: 0 r <( ID z 0 en en -~ ffi 0 © © ® ADJUST EXISTING MANHOLE RING, FRAME, AND COVER TO FINISHED GRADE PER CITY OF NEWPORT BEACH STIJ-321. REMOVE AND REPLACE EXISTING CENTERLINE STRIPING PER PLAN. REMOVE EXISTING 8' A.C. PAVEMENT 2' DEEPER THAN EXISTING SECTION AND SCARIFY SUBGRADE TO A DEPTH OF 12'. THEN RECOt.f'ACT SUBGRADE TO 90% AND REPAVE A.C. PAVEMENT 2' THICKER THAN EXISTING . RE-ESTABLISH SURVEY MONUMENT PER CITY OF NEWPORT BEACH STD-116. REMOVE AND REPLACE EXISTING CURB AND GUTTER. CONSTRUCT TYPE 'A' CURB PER CITY OF NEWPORT BEACH STD-182. COLD MILL 4" DEPTH, 2" VARIABLE LEVELING COURSE AND 2' CAP TO NEW GRADE. SAWCUT EXISTING A.C. PAVEMENT AND REMOVE, lj C ~ L 0 .E. E 0 ~ 0 ~ N '-N ~----------------------------------------1 ~ r--0 0 0 CD 0 ~ STRIPING CONSTRUCTION NOTES INSTALL 4' SOLID DOUBLE YELLOW LANE LINE PER DETAIL 21, CAL TRANS STANDARD A20A (50' IN LENGTH). INSTALL 4' BROKEN YELLOW LANE LINE PER DETAIL 1, CAL TRANS STANDARD A20A. INSTALL 4' SOLID DOUBLE YELLOW LANE LINE PER DETAIL 22. CAL lRANS STANDARD A20A, (50' LENGTH) WITH TYPE D TWO-WAY YELLOW RETROREFLECTIVE PAVEMENT MARKERS. INSTALL 12' SOI.ID WHITE LIMIT LINE PER DETAIL 32, CAL lRAINS STANDARD A20B. INSTALL WHITE 'STOP' PAVEMENT MARKING LEGEND PER CALTRANS STANDARD A24D. REFRESH EXISffiG RED CURB PAINT, LENGTH AND MARKING AS NOTED . -D .... :r: U1 D D -D IXl -N D N / u, C 0 (L -1-----------------------------------------lc " SHEET INDEX E ~ 1-----------------------------------------1:: 1 TITLE SHEET 2 MISSION BAY DRIVE -STA. 16+53.65 TO 23+50 3 MISSION BAY DRIVE· STA. 23+50 TO 211+50 4 MISSION BAY DRIVE -STA 2!1+50 TO 34+27.n 5 RECONSTRUCTION DETAIL AT CARMEL BAY DRIVE AND PDINT LOMA DRIVE 6 MISSION BAY DRIVE -STRIPING · STA. 16+53.85 TO 23+50 7 MISSION BAY DRIVE -STRIPING -STA. 23+50 TO 211+50 8 MISSION BAY DRIVE -STRIPING -STA. 29+50 TO 34+27.77 Q. E ? u, -., ., L:. U1 / ~ 9-c 0 -0 -~ 0 L:. ., ~----------------------------------------1 "' EMERGENCY TELEPHONE NUMBERS in ~ ~----------------------------------------1 ·r: NIGHT o SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY AT&T TELEPHONE COMPANY CITY OF NEWPORT BEACH UTILITIES DEPARTMENT ORANGE COUNTY SANITATION DISTRICT TIME WARNER CABLE COX COMMUNICATIONS DAY (800) 62~153 (800)611-1911 (800) 332-1321 (949) 644-301 1 (714) 962-2411 (714) 542-6222 (949) 644-3717 >, 0 co C 0 ·;;; ., :::. I .c 0 0 " co ~ A.C. PAVEMENT REMOVALJNEW AC SECTION. FULL DEPTH. [_• • 4 . , ~, CURB AND GUTTER REPLACEMENT C-7889-3 ~ 1-~=---------------.----------------....&.-------------------------------------.... ----..l.------------.... ---------------------------------------""""---1~---~-------r-------------------------------1~ APPROVAL RECOMMENDED: APPROVAL RECOMMENDED: REVIEWED: a, MISSION BAY DRIVE 'f BASIS OF BEARINGS: Know what's below. Call before you d THE BEARING OF NORTH 80 DEGREES 13' 00' EAST ON THE CENTERLINE OF POINT LOMA DRIVE AS SHOWN ON TRACT NO. 7510, AS PER MAP FILED IN BOOt< 292, PAGES 17 THROUGH 21 , INCLUSIVE, OF MISCELLANEOUS MAPS, WAS TAKEN AS THE BASIS OF BEARINGS. BENCHMARK: e11gi11eeri11g i11c. 118 West Lime Avenue Monrovia, CA 91016 Phone: 626.357.0588 Fax: 626.303.7957 Web: www.civiltec.com SENIOR CIVIL ENGINEER D STREET IMPROVEMENT PLANS '.: D IXl TITLE SHEET ~ N D 1----------+------------------------------t ~ ASSUMEDB.EVATIONONTOPOFBRASSCAPMONUMENTINWELL,DOWN0.8'+1-BELOWFINISHSURFACEATTHE "':':;,=;!:.':':'.,~.:,.'::'· DESIGNED: DRAWN: CITY OF NEWPORT BEACH R 7010 s N A Free Public Service Provided by INTERSECTION OF POINTLOMADRIVEANDCARMEL BAY DRIVE: c,um,cn,,M.,,..,..,., • Sun,ymg DATE: 1-3 -2-f DATE: 7 -J -t_-"2. \ GON JRG 1-..;..;,.-.;...;...; .... -,__-I o Underground Service Alert of Southern California TEMPORARY BENCHMARK B.EVATION = 432.00 U.S. FEET. C,Hfomi& • Arimna CHECKED: DATE: PUBLIC WORKS DEPARTMENT SHEET 1 Of 8 ~ L_ ________________ ...... _____________________________________________________ ..,_ _________________ ..,_ _________ _,, _________ .&,. ________ ...11---~CSH::::,,:,.,__.;:J;;::UL~Y.,;2;:::02~1,._ ____________________________ __, x RECORD DRAWINGS 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 to its accuracy, nor for errors or omissions Vllhich may have been incorporated into these plans as a result. CARMEL BA y DRIVE MISSION BAY DRIVE SEE SHEET 5 FOR RECONSTRUCTION CONSTRUCTION NOTES: 85 ffi 0 0 PROTECT IN PLACE. GRIND 2' OF EXISTING A.C. PAVEMENT AND OVERLAY 2" ASPHALT CONCRETE FINISH COURSE AS SHOWN. REMOVE EXISTING AND INSTALL NEW CITY OF NEWPORT BEACH WATER VALVE BOX TO FINISHED GRADE PER CITY OF NEWPORT BEACH STD-513. ADJUST EXISTING MANHOLE RING, FRAME, AND COVER TO FINISHED GRADE PER CITY OF NEWPORT BEACH STD-321. REMOVE AND REPLACE EXISTING CENTERLINE STRIPING PER PLAN. REMOVE EXISTING 8" A.C. PAVEMENT 2" DEEPER THAN EXISTING SECTION AND SCARIFY SUBGRADE TOA DEPTH OF 12". THEN RECOMPACT SUBGRADE TO 90% AND REPAVE AC. PAVEMENT 2' THICKER THAN EXISTING . RE-ESTABLISH SURVEY MONUMENT PER CITY OF NEWPORT BEACH STD-116. COLD MILL 4" DEPTH, 2" VARIABLE LEVELING COURSE AND 2" CAP TO NEW GRADE. LEGEND: ~ 2'GRINDANDOVERLAY. W:J A.C. PAVEMENT REMOVAL/NEW AC SECTION. FULL DEPTH. ri:-zJ COLDMILL4"DEPTH SCALE: 1' = 20' 20' 0 20' GRAPHIC SCALE 40' N Q) .!: -L C .E, E C N v ~ N 0 '-.. r--- 0 "' ;o " z :5 a. N f=! I (/) 0 0 5 OJ ~ N 0 N ./ "' C C a. --C Q) E l/ 0 L 0.. E / "' -Q) ., ,:: ;;.', ~ .:3-c 0 -C - -(/) l/ ·.: Cl >. a m C 0 :~ :::;; I ,:: u a Q) m r:::--=-:==------.------------.-----.---r----r----------~-r.:::::~~=~-,-------------,:::.C-:.:.7~88~9~-3~j APPROVAL RECOMMENDED: ~ 118 West Lime Avenue MISSION BAY DRIVE T Monrovia, CA 91016 ° Phone: 626.357.0588 STREET IMPROVEMENT PLANS ~ Fax: 626.303.7957 PATRJCKARCINIEGA.RCE 70740 MISSION BAY DRIVE -STA. 16+53.65 TO 23+50 ~ .. ~~---, ..... -nlr i~-S:. Wob wwwciwrec,~ t--t-----+------------------+--~r,D:::;E~Sl~::::-:::::::~RG-cON_IVITL";::N-::::: 1 ::::::~:'."': R_J_R_Gt-----C-IT_Y_O_F_N_E_W_P_O_R_T_B_E_A_C_H ____ t-r---_R::-:1:0:1::0:-:s::~i Knowwhat'libelow. Call before ,ou dig. UMergroµnd Ser'JlooAtert o!Southern California • • c.uronua • AcaoM NO. DATE DESCRIPTION OF REVISIONS APPROVED CHECKED: CSH DATE: PUBLIC WORKS DEPARTMENT SHEET 2 OF 8 ;:J-.,_ _________________________________________ ___..__ ________________ .._ _________________ .a,. _________ ...__...,1 ____ .., ___________________ J... __ ....JL...--~~L.-..::J:!;!UL;,!Y~2~02;l,1 L,. _______ ,:__:;.:,___:_.:,_:__..:,;_:.:.;,;,;:;,.;_;, ____ L::::;:,;_..=___::_~-'x RECORD DRAWINGS These Record Dravvings 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 to its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result MISSION BAY DRIVE SCALE: 1" = 20' 20' 0 20' 40' GRAPHIC SCALE 0 LO + O} N • '<t <( I-I-w CJ) w I :::C (/) Zw ...J w :::c (/) (.) ~ :a: CONSTRUCTION NOTES: 85 © 0 ffi 0 © PROTECT IN PLACE. GRIND 2' OF EXISTING A.C. PAVEMENT AND OVERLAY 2" ASPHALT CONCRETE FINISH COURSE AS SHOWN. REMOVE EXISTING AND INSTALL NEW CITY OF NEWPORT BEACH WATER VALVE BOX TO FINISHED GRADE PER CITY OF NEWPORT BEACH STD-513. ADJUST EXISTING MANHOLE RING, FRAME, AND COVER TO FINISHED GRADE PER CITY OF NEWPORT BEACH STD-321. REMOVE AND REPLACE EXISTING CENTERLINE STRIPING PER PLAN. REMOVE EXISTING 8" A.C. PAVEMENT 2" DEEPER THAN EXISTING SECTION AND SCARIFY SUBGRADE TO A DEPTH OF 12". THEN RECOMPACT SUBGRADE TO 90% AND REPAVE A.C. PAVEMENT 2" THICKER TflAN EXISTING . RE-ESTABLISH SURVEY MONUMENT PER CITY OF NEWPORT BEACH STD-116. REMOVE AND REPLACE EXISTING CURB AND GUTTER. CONSTRUCT TYPE "A" CURB PER CITY OF NEWPORT BEACH STD-182. LEGEND: ~ T GRIND AND OVERLAY. rff/1 A.C. PAVEMENT REMOVAIJNEW AC SECTION. FULL DEPTH. r : _ : j CURB AND GUTTER REPLACEMENT. N " C :.:; L 0 .E., E 0 N LO 0 "' ;,: "O z <( ...J fl. "' ~ I U) 0 0 ~ 0 DJ ~ N 0 ~ ., C 0 fl. +-' C " E ~ e a. E 7 .J'l a: .c U) ./ (!) ;!: ;3- c 0 +-' 0 ~ :;; 0 .c " Q:'. +-' U) ~ L 0 >, 0 <D C 0 Ill ., ::. I .c 0 0 " <D ~=--=--==-------r-----------r-------,---,----r--------------r-----=~==~--------------....;C;..-.:..78.:.;8;.;9;..-3::....al APPROVAL RECOMMENDED: ., 118 West Lime Avenue MISSION BAY DRIVE T Momovia, CA 91016 8 Phone: 626357_0588 STREET IMPROVEMENT PLANS 5 Fax: 626.303.7957 PATRICKARCINIEGA.RCE 70740 MISSION BAY DRIVE -STA. 23+50 TO 29+50 ~ Web: www.civiltec.com SENIOR CIVIL ENGINEER O Civil, Water, Wa.itewater,Drainage, l--+----+--------------------+---l'":D=:ES:":'IG~N":::E~D--,l"D~RA~W~N~--tr------------------------T""--------1~ Know whafs below. • Callhetore you dig. DI ... Fre~ Put,Jio $i,ovlq¢ P(pylded by c.:=:,:;;;:;=::..~;g;:=.,, ' GON : JRG CI TY o F N EWPO RT BEACH 1-..;R..;..-.;.7..;0;.1.;..;;0;..-.;;s;... .... 8 L,. ____________________________________________ .... u_n_de_rQfl)U_•·_·_n_11 _s,e_.rv_io_e_A_1e_l'f_of_s_o_u1_h•_.rn_'ca_. _.11,_or_.ni_• ____ ...,, ___ Cal_'"'_mla_•_-_____________ .._ ___________ ._N_o_ •• __ D_AT_E_...1,_D_E_sc_R_1P_n_DN_o_F_R_Ev_1s_1o_N_s ____________ ....1,_AP_P_R_o_VE_D .... _cH_E_c_K_ED_:..,:;:CS~H;:,a.D_A_TE_:.;J::;:U:;.LY.,:2;::02~1.a.. _____ P_u_s_L_l_c_w_o_R_K_s_□_E_P_A_R_T_M_E_N_r ____ .J._s_H_EE_T_,:3~_oF_;;:s_J? RECORD DRAWINGS 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 to its accuracy, nor for errors or omissions vvhich may have been incorporated into these plans as a result MISSION BAY DRIVE ' CONSTRUCTION NOTES: ffi 0 0 ffi PROTECT IN PLACE. GRIND 2" OF EXISTING A.C. PAVEMENT AND OVERLAY 2" ASPHALT CONCRETE FINISH COURSE AS SHOWN. REMOVE EXISTING AND INSTALL NEW CITY OF NEWPORT BEACH WATER VALVE BOX TO FINISHED GRADE PER CITY OF NEWPORT BEACH STD-513. ADJUST EXISTING MANHOLE RING, FRAME, AND COVER TO FINISHED GRADE PER CITY OF NEWPORT BEACH STD-321 . REMOVE AND REPLACE EXISTING CENTERLINE STRIPING PER PLAN. REMOVE EXISTING 8" A.G. PAVEMENT 2' DEEPER THAN EXISTING SECTION AND SCARIFY SUBGRADE TO A DEPTH OF 12'. THEN RECOMPACT SUBGRADE TO 90% AND REPAVE A.C. PAVEMENT 2" THICKER THAN EXISTING . RE-ESTABLISH SURVEY MONUMENT PER CITY OF NEWPORT BEACH S'ID-116. LEGEND: ~ 2''GRINDANDOVERLAY. L/1/,d A.C. PAVEMENT REMOVAL/NEW AC SECTION. FULL DEPTH. SCALE: 1" = 20' 20' 0 20' 40' GRAPHIC SCALE C-7889-3 N " C :;:; ~ " .!;, E " st I!) 0 ~ "' 3' -□ 2 '.:i 0.. ;!; >-I U'l 0 0 .,, 0 -ai Ct'. -(/) i!! ·.:: 0 >,, 0 rn C 0 'iii ,!!! :::;; I .c u 0 " rn -~ 0 r-~=:'.""'"~~~-----------"T"------------------"T"----------r--""T"----"T"----------------------,----T""==----==-=-----,,-------------------------------~a. APPROVAL RECOMMENDED: ~ 118 West Lime Avenue MISSION BAY DRIVE ! Monrovia, CA 91016 o Phone: 626357_0588 STREET IMPROVEMENT PLANS 0 Fax: 626.303.7957 PATRICKARCINIEGA,RCE?□?40 MISSION BAY DRIVE -STA. 29+50 TO 34+27.77 ~ Web: www.civiltec.com SENIOR CIVIL ENGINEER O a:;:;,i;;;::.:,,,"';';";~::.:::-l-----jf------+----------------+---~0E~sI:'::GN~ED~,-G-0N"T"::D::":RA::::WN~,--JR-1Gt----c-1_TY __ o_F_N_E_W_P_o_R_T_B_E_A_c_H _____ R_-1_0_1_o ___ s---1~ Know what'$ below. Call before ya,udlg. I A Fr~ PuQji9 §ervice PtoVide~ by OJnstrwctlon Managwnoii. • Sw-veying 1----------1 a L,. ____________________________________________ ... u_n_q._,g_rou __ nq __ -$•_rv1_ce ___ A __ 1e_r1_9f_$_O_uth_•_rn_c_a_.1,1_0,_0,_a ____ _. ___ c_-_· _"""_· _•_A,_;,._ .. ____________ .._ ___________ .... N_o_ • .._ __ D_AT_E ____ D_E_sc_R_IPT_Io_N_o_F_R_Ev_Is_Io_N_s ____________ ....1,_A_PP_R_o_v_ED..1,_cH_E_c_K_rn_,..,::CS:;::H.:1,.D_A_TE_,.,:J:.:;:U:;,;LY~2;::02~1J.. _____ P_u_s_L_1c_w_o_R_K_s_□_E_P_A_R_T_M_E_N_r ____ ..1,_s_H_EE_T_..;4_o_F_8;:..,u? RECORD DRAWINGS These Record Dralffings have been prepared based on information submitted, in part, by others. Wh ile this information is believed to be reliable, City of Newport Beach is not responsible to its accuracy, nor for errors or omissions Vlklich may have been incorporated into these plans as a result. TRACT NO. 7 432 LOT46 - --~-,t:.c_ EX. R/W ----- 'C_EX_R/W EX.R/W 0 I I MISSION B,1Y DRIVE LOT 1 Know what's below. Call before you dig. POINT LOMA DRIVE _56' □ LOT29 I I EX. R/W ST A. 25+98.50 CONSTRUCTION LIMIT STA. 26+71.43 RECONSTRUCTION SECTION LIMIT TRACT NO. 7510 LOT30 .... _ ..... r_E_X~-____ --,--,-----__ --a· ffl ,. • ___ 1_81;8" c__ __ _ I 431.77 FL/ 432.34 TC/ -¥~:vg..~°t--#/1,;--' ;,,,--/r-r~-"G--- ---2"G f-"' :::; z 0 .= ~ UJ z 0 ti 431.76FL 431.85 CF 431.72 FL 431.82CF 2"G-- EX.R/W -=> """ CARMEL BAY DRIVE <S ♦ <CJ LOT28 SCALE: 1" = 10' 10' 0 10' 20' GRAPHIC SCALE 16loo g 431.61 FL 2,.G ...fl.I. 77 C_F__, -r1 CONSTRUCTION NOTES: ffi 0 0 85 © ® PROTECT IN PLACE. GRIND 2" OF EXISTING A.C. PAVEMENT AND OVERLAY 2" ASPHALT CONCRETE FINISH COURSE AS SHOWN. REMOVE EXISTING AND INSTALL NEW CITY OF NEWPORT BEACH WATER VALVE BOX TO FINISHED GRADE PER CITY OF NEWPORT BEACH STD-513. ADJUST EXISTING MANHOLE RING, FRAME, AND COVER TO FINISHED GRADE PER CITY OF NEWPORT BEACH STD-321. REMOVE AND REPLACE EXISTING CENTERLINE STRIPING PER PLAN. RE-ESTABLISH SURVEY MONUMENT PER CITY OF NEWPORT BEACH STD. DWG. 116. COLD MILL 4" DEPTH, 2" VARIABLE LEVELING COURSE AND 2" CAP TO NEW GRADE. SAWCUT EXISTING A.C. PAVEMENT AND REMOVE. C-7889-3 N " C: t 0 .E, -. -- "' ,:: .., z :s a. IO ~ I (/) 0 0 0 IX) -N 0 ,'.Y- I/) C: 0 a. -5i E ~ e a. E 7 (/) -" " .c: ~ ~ 9-c: 0 ,;; 0 -.0 0 .c: " a::: -(/) ~ ·.:: Cl >, 0 ID C: 0 ·., -~ :::. I .c: u 0 " ID 31 46 44 42 40 38 36 34 32 30 28 26 34 32 30 28 28 2 6 S S S S S S S S SS 18''S 1 8 ' ' S 1 8 ' ' S MISSION BAY DRIVE PO I N T L O M A D R I V E MA T C H L I N E - S T A . 2 3 + 5 0 CARMEL BAY DRIVE 56 ' 56' EX. CURB AND GUTT E R EX. R/ W 20'0 20'40' GRAPHIC SCALE SCALE: 1" = 20' EX. C U R B AND G U T T E R EX. R / W NO. DATE DESCRIPTION OF REVISIONS APPROVED APPROVAL RECOMMENDED: SENIOR CIVIL ENGINEER DESIGNED: CHECKED: DRAWN: DATE: GON CSH JRG JULY 2021 SHEET R-7010-S 8OF CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT MISSION BAY DRIVE C-7889-3 PATRICK ARCINIEGA, RCE 70740E E I R D R F S N E G I R GST E P O ES IONAL E N ER AINROFILACFOETAT S LIVIC C 69578 H A WES SHE MOPHER RIST C H 118 West Lime Avenue Monrovia, CA 91016 Phone: 626.357.0588 Fax: 626.303.7957 Web: www.civiltec.com California ● Arizona Civil, Water, Wastewater, Drainage, and Transportation Engineering Construction Management ● Surveying STRIPING PLANS MISSION BAY DRIVE - STA. 16+53.65 TO 23+50 2 56' 30' 26' 30'26' 2 28 ' 28 ' 20' 20' STA. 16+52.73 CONSTRUCTION LIMITS SE E S H E E T 3 20' 20' EX. PL EX. PL EX. PL EX. PL EX. PLEX. PLEX. PLEX. PL EX. PL EX. PL EX. PL EX. PL EX. PL EX. PL CARMEL BAY DRIVE - STA. 16+94.15 POINT LOMA DRIVE - STA. 26+46.93 6 1 1 4 5 2 2 STRIPING CONSTRUCTION NOTES: 11 INSTALL 4" SOLID DOUBLE YELLOW LANE LINE PER DETAIL 21, CALTRANS STANDARD A20A (50' IN LENGTH). 2 INSTALL 4" BROKEN YELLOW LANE LINE PER DETAIL 1, CALTRANS STANDARD A20A. 4 INSTALL 12" SOLID WHITE LIMIT LINE PER DETAIL 32, CALTRANS STANDARD A20B. 5 INSTALL WHITE "STOP" PAVEMENT MARKING LEGEND PER CALTRANS STANDARD A24D. GENERAL STRIPING / SIGNING NOTES: 1. CONTRACTOR TO VERIFY ALL STRIPING SHOWN ON THE PLANS WITH ENGINEER PRIOR TO "CAT-TRACKING" IN CASE THE CITY DECIDES TO REVISE THE STRIPING SHOWN. 2. PLAN DOES NOT SHOW ALL EXISTING SIGNS. ALL EXISTING SIGNS SHALL REMAIN AND PROTECTED IN PLACE UNLESS NOTED OTHERWISE OR AS DIRECTED DIFFERENTLY BY THE ENGINEER. 3. PAVEMENT MARKING STENCILS SHALL MATCH CITY STENCILS EXACTLY. 4. ALL STRIPING SHALL BE RAISED PAVEMENT MARKERS AND THERMOPLASTIC PER THE CALTRANS STANDARDS PLANS AND THE CALTRANS TRAFFIC MANUAL AND SPECIFICATIONS UNLESS OTHERWISE SHOWN. 5. THE CONTRACTOR SHALL PLACE A BLUE RAISED PAVEMENT MARKER IN THE ROADWAY AT EACH FIRE HYDRANT PER THE DIRECTION OF THE ENGINEER. 6. UNLESS OTHERWISE SHOWN ON THE PLANS, ALL LANES LINES SHALL BE PARALLEL TO THE STREET CENTERLINE. 7. ALL DIMENSIONS FOR LANE WIDTHS ARE TO THE CENTER OF THE STRIPE AND / OR THE CURB FACE. 8. ALL MARKINGS SHALL BE BEADED PER CALTRANS STANDARDS. TWO COATS SHALL BE REQUIRED. 9. UNLESS NOTED OTHERWISE, INTENT IS TO REPLACE EXISTING STRIPING. 10. REPAINT ALL EXISTING RED CURB. 6 6 6 30' RED CURB 25' RED CURB REFRESH EXISTING RED CURB PAINT, LENGTH AND MARKING AS NOTED. 1 RECORD DRAWINGS These Record DralNings 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 to its accuracy, nor for errors or omissions \Mlich may have been incorporated into these plans as a result. \ \ • \ \ <EX.PL \ \ \ \ \!\ \ \ \ " <EX. PL ii \ \ \ \ \ \ y EX. PL \ \ \ (EX. PL (EX.PL I \ I \ I \ 20 I \ I -I \ I I VEX. PL I I I GENERAL STRIPING/ SIGNING NOTES: 1. CONTRACTOR TO VERIFY ALL STRIPING SHOWN ON THE PLANS WITH ENGINEER PRIOR TO "CAT-TRACKING" IN CASE THE CITY DECIDES TO REVISE THE STRIPING SHOWN. 24 2. PLAN DOES NOT SHOW ALL EXISTING SIGNS. ALL EXISTING SIGNS SHALL REMAIN AND PROTECTED IN PLACE UNLESS NOTED OTHERWISE OR AS DIRECTED DIFFERENTLY BY THE ENGINEER. 3. PAVEMENT MARKING STENCILS SHALL MATCH CITY STENCILS EXACTLY. 4. ALL STRIPING SHALL BE RAISED PAVEMENT MARKERS AND THERMOPLASTIC PER THE CAL TRANS STANDARDS PLANS AND THE CAL TRANS TRAFFIC MANUAL AND SPECIFICATIONS UNLESS OTHERWISE SHOWN. 5. THE CONTRACTOR SHALL PLACE A BLUE RAISED PAVEMENT MARKER IN THE ROADWAY AT EACH FIRE HYDRANT PER THE DIRECTION OF THE ENGINEER. 6. UNLESS OTHERWISE SHOWN ON THE PLANS, ALL LANES LINES SHALL BE PARALLEL TO THE STREET CENTERLINE. 7. ALL DIMENSIONS FOR LANE WIDTHS ARE TO THE CENTER OF THE STRIPE AND/ OR THE CURB FACE. 8. ALL MARKINGS SHALL BE BEADED PER CAL TRANS STANDARDS. TWO COATS SHALL BE REQUIRED. 9. UNLESS NOTED OTHERWISE, INTENT IS TO REPLACE EXISTING STRIPING. 10. REPAINT ALL EXISTING RED CURB. Know what's below. Call before you dig. 18 rEX.PL I I I I I ____ .1 __ _ -r I I rEX.PL 22 MISSION BAY DRIVE 16 -- 20' GRAPHIC SCALE r-- I I (EX.PL I I I I I rEXPL I I \ SCALE: 1" = 20' 0 20' 40' 14 20 I rEX.PL I I I I I i,,-EX. PL 12 EX.CURB I _ _____ j _____ ..✓.:::EX. R/W ___ ....,..,.__A_N~~-ER....,_ __ , -7 -- I \,,-EX. PL VEX.PL I 18 I 16 I I I I I STRIPING CONSTRUCTION NOTES: 0 © INSTALL 4" BROKEN YELLOW LANE LINE PER DETAIL 1, CAL TRANS STANDARD A20A. REFRESH EXISTING RED CURB PAINT, LENGTH AND MARKING AS NOTED. C-7889-3 N ., E t:: 0 E -~ E 0 0, ,,., -. -- "' ,:: .., z :s a. ,..._ ~ I (/) 0 0 0 IX) -N 0 ,'.Y- I/) C: 0 a. -5i E ~ e a. E 7 (/) -., ., .c: ~ ~ 9-c: 0 ,;; 0 -.0 0 .c: ., a::: -(/) ~ ·.:: Cl >, 0 ID C: 0 ·., -~ :::. I .c: u 0 ., ID 10 8 6 4 3 5 8 6 4 14 12 10 8 6 4 2 2 10 S S S S S S S 8 MA T C H L I N E - S T A . 2 9 + 5 0 SPY G L A S S H I L L D R I V E MISSION BAY DRIVE MA L I B U C I R C L E 84' 56 ' 56' 20'0 20'40' GRAPHIC SCALE SCALE: 1" = 20' 30 ' 26 ' 28'28' 2 54' 30' MISSION BAY DRIVE - STA. 29+50 TO 34+27.77 NO. DATE DESCRIPTION OF REVISIONS APPROVED APPROVAL RECOMMENDED: SENIOR CIVIL ENGINEER DESIGNED: CHECKED: DRAWN: DATE: GON CSH JRG JULY 2021 SHEET R-7010-S 8OF CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT MISSION BAY DRIVE C-7889-3 PATRICK ARCINIEGA, RCE 70740E E I R D R F S N E G I R GST E P O ES IONAL E N ER AINROFILACFOETAT S LIVIC C 69578 H A WES SHE MOPHER RIST C H 118 West Lime Avenue Monrovia, CA 91016 Phone: 626.357.0588 Fax: 626.303.7957 Web: www.civiltec.com California ● Arizona Civil, Water, Wastewater, Drainage, and Transportation Engineering Construction Management ● Surveying STRIPING PLANS 5 20 ' 2 0 ' S T A . 3 4 + 7 7 . 2 7 L I M I T S O F C O N S T R U C T I O N SE E S H E E T 3 EX. CURB AND GUTTEREX. R/W EX. CURB AND GUTTER EX. R/W EX. CURB AND GUTTEREX. R/W EX. CURB AND GUTTER EX. R/W EX. CURB AND GUTTER EX. R/W 20 ' 2 0 ' EX. PL EX. PL EX. PL EX. PL EX. PL EX. PLEX. PL EX. PL EX. PL EX. PL EX. PL EX. PL EX. PL EX. PL EX. PL EX. PL EX. PL 2 INSTALL 4" BROKEN YELLOW LANE LINE PER DETAIL 1, CALTRANS STANDARD A20A. 3 INSTALL 4" SOLID DOUBLE YELLOW LANE LINE PER DETAIL 22, CALTRANS STANDARD A20A, (50' LENGTH) WITH TYPE D TWO-WAY YELLOW RETROREFLECTIVE PAVEMENT MARKERS. 4 INSTALL 12" SOLID WHITE LIMIT LINE PER DETAIL 32, CALTRANS STANDARD A20B. 5 INSTALL WHITE "STOP" PAVEMENT MARKING LEGEND PER CALTRANS STANDARD A24D. STRIPING CONSTRUCTION NOTES: 2 43 GENERAL STRIPING / SIGNING NOTES: 1. CONTRACTOR TO VERIFY ALL STRIPING SHOWN ON THE PLANS WITH ENGINEER PRIOR TO "CAT-TRACKING" IN CASE THE CITY DECIDES TO REVISE THE STRIPING SHOWN. 2. PLAN DOES NOT SHOW ALL EXISTING SIGNS. ALL EXISTING SIGNS SHALL REMAIN AND PROTECTED IN PLACE UNLESS NOTED OTHERWISE OR AS DIRECTED DIFFERENTLY BY THE ENGINEER. 3. PAVEMENT MARKING STENCILS SHALL MATCH CITY STENCILS EXACTLY. 4. ALL STRIPING SHALL BE RAISED PAVEMENT MARKERS AND THERMOPLASTIC PER THE CALTRANS STANDARDS PLANS AND THE CALTRANS TRAFFIC MANUAL AND SPECIFICATIONS UNLESS OTHERWISE SHOWN. 5. THE CONTRACTOR SHALL PLACE A BLUE RAISED PAVEMENT MARKER IN THE ROADWAY AT EACH FIRE HYDRANT PER THE DIRECTION OF THE ENGINEER. 6. UNLESS OTHERWISE SHOWN ON THE PLANS, ALL LANES LINES SHALL BE PARALLEL TO THE STREET CENTERLINE. 7. ALL DIMENSIONS FOR LANE WIDTHS ARE TO THE CENTER OF THE STRIPE AND / OR THE CURB FACE. 8. ALL MARKINGS SHALL BE BEADED PER CALTRANS STANDARDS. TWO COATS SHALL BE REQUIRED. 9. UNLESS NOTED OTHERWISE, INTENT IS TO REPLACE EXISTING STRIPING. 10. REPAINT ALL EXISTING RED CURB. 6 30' RED CURB 6 30' RED CURB 6 REFRESH EXISTING RED CURB PAINT, LENGTH AND MARKING AS NOTED. 1 1 11 INSTALL 4" SOLID DOUBLE YELLOW LANE LINE PER DETAIL 21, CALTRANS STANDARD A20A (50' IN LENGTH).