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HomeMy WebLinkAboutR_6022_SCITY OF COSTA MESA c_,,,t,i ½{< S',? ' 'f' 'CITY OF IRVINE ,!- IJN\VERSff't I -~ 73 (/) I-z w --' <{ 0 (/) PUBLIC WORKS DEPARTMENT MISCELLANEOUS STREET PAVING REPAIRS BRISTOL STREET SOUTH FROM IRVINE AVENUE TO JAMBOREE ROAD, JAMBOREE ROAD AT EAST COAST HWY, AND NEWPORT COAST DRIVE GENERAL NOTES 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", 2009 EDITION AND SUPPLEMENTS TO DATE, EXCEPT AS OTHERWISE STATED IN THE CITY'S STANDARD SPECIAL PROVISIONS, OR IN THIS CONTRACT'S SPECIAL PROVISIONS. 2. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION. 3. ALL EXPOSED CONCRETE SURF ACES SHALL CONFORM IN 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 VALVES, SCO, SURVEY MONUMENTS, SEWER AND STORM DRAIN MANHOLES) FRAMES AND COVERS TO FINISHED GRADE. 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 ON 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 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. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPLACEMENT OF ANY SURVEY BENCHMARKS, MONUMENTS, PROPERTY AND/OR CORNER SURVEY MARKERS THAT ARE DESTROYED AS A RESULT OF ITS OPERATIONS. CONSTRUCTION NOTES 0 PROJECT LOCATIONS C-4882 0 SAWCUT AND REMOVE CURB AND GUTTER AND RECONSTRUCT TYPE "A" CURB (8" CF) AND GUTTER (24") PER CNB STD-182-L. ® SAWCUT AND REMOVE CURB AND GUTTER AND RECONSTRUCT TYPE "c" CURB (8" CF) AND GUTTER (24") PER CNB STD-183-L VICINITY MAP NOT TO SCALE Q) CONSTRUCT 2" A.C PAVEMENT OVERLAY COURSE TYPE ARHM GG. @ CONSTRUCT 1" LEVELING COURSE TYPE 111-B2 PG 64-10 AND 2" PAVEMENT OVERLAY COURSE TYPE III-C2 PG 64-10. SYMBOL 11/'l I/ ,r ;( ' / ·/ J I /.. . ,, .--2) . ,L/11 0 COLDMILL 6" OF ~.C. ANO CONSTRUCT 6" A.C. SECTION /DIG-OUT) CONSISTING OF 3 TYPE III-82-PG 64-10, 1" LEVELING COURSE, AND 2" OVERLY COURSE TYPE ARHM GG. ABBREVIATIONS • GUARD POST (IN ADDITION TO GREENBOOK SECTION 1-3.2) -0-POWER POLE AB AGGREGATE BASE ARV AIR RELIEF VAL VE @ SEWER CLEANOUT ACP ASBESTOS CEMENT PIPE ® AC ASPHALT CONCRETE SEWER MANHOLE BC BEGIN CURVE © STORM DRAIN MANHOLE BCR BEGIN CURVE RETURN BVC BEGIN VERTICAL CURVE @ WATER MANHOLE BLK BLOCK CATV CABLE TV !>(xi FIRE HYDRANT CF CURB FACE Cl CAST IRON !ill WATER METER It CENTERLINE STREET LIGHT PULL BOX CNB CITY OF NEWPORT BEACH w CL CLASS !lBl TRAFFIC SIGNAL PULL BOX CLR CLEAR CSP MORTAR LINED CEMENT ¢-<> STREET LIGHT COATED STEEL PIPE C&G CURB AND GUTTER e WATER VALVE E EAST /ELECTRIC 0-GUY WIRE EC END CURVE ECR ENO CURVE RETURN A SURVEY MONUMENT EVC END VERTICAL CURVE EX EXISTING p SIGN FLG FLANGE Ff FLANGED END ® VAULT VENT FL FLOW UNE 0 FM FORCE MAIN TREE G GAS E'il IRRIGATION CONTROL VAL VE GV GA TE Vft.L VE GB GRADE BREAK l!'1l CABLE TV PULL BOX GE GROOVED END IP&T IRON PIPE AND TAG ~ CORING LOCATION LT LEFT MAX MAXIMUM (j) TELEPHONE MANHOLE MJ MECHANICAL JOINT .... TRAFFIC POLE MIN MINIMUM NG NATURAL GROUND ® ELECTRICAL MANHOLE N NORTH NTH'LY NORTHERLY tr) ELECTRICAL PULL BOX NTS NOT TO SCALE NO NUMBER ~l/t/llL/lj BUILDING OG ORIGINAL GROUND PROP PROPOSED ------EXISTING CONSTRUCTION PB PULL BOX RCP REINFORCED CONCRETE PIPE ~----PROPERTY LINE RET RETAINING NEW CONSTRUCTION RT RIGHT SCH SCHEDULE ---~--CENTERLINE s SEWER sco SEWER Cl.EANOU T -·· -S--·--SEWER LINE SD STORM DRAIN -----·W-···-WATER LINE SMH SEWER MANHOLE SHT SHEET ---G----GAS LINE SW SIDEWALK s SOUTH --[-·-ELECTRICAL LINE STH'LY SOUTHERLY SCE SOUTHERN CALIFORNIA EDISON --T TELEPHONE LINE SQ SQUARE -CATV--STL STEEL CABLEVISION LINE T TELEPHONE -SP--SPRINKLER SYSTEM TS TRAFFIC S!GNAL UTILITY VARS VARIES --X-·X-X-· FENCE w WEST/WATER W/ WITH BLOCK WALL APPROVED -~/) /4 / V LEGEND 2" OVERLAY COURSE TYPE ARHM GG PROPOSED DIG-OUT (3" TYPE I11-82-PG 64-10, 1" LEVELING COURSE, AND 2" OVERLY COURSE TYPE ARHM GG). 3" COLDMILL W / 1" LEVELING COURSE AND 2" OVERLAY COURSE COURSE TYPE ARHM GG. CONCRETE 3" COLD MILL AND I' LEVELING COURSE TYPE 11I-B2 PG 64-10 AND 2" OVERLAY COURSE TYPE III-C3 PG 64-10 /.;jBLIC WORKS DIRECTOR R.C.E. NO. 36106 DEPUTY PWD I CITY ENGff;fEER R.C.E. NO. 47961 JAMBOREE ROAD AT EAST COAST HWY. i' ·BRISTOL STREET f-w w I?" V, w <.> ::, "" <CL v, NORTH f-w w I?" if> w > 0' 0 BRISTOL STREET SOUTH NOT TO SCALE NOT TO SCALE SHEET NUMBER 6 DATE: S-17-12 DA TE: _ __:f_-! 7~ IZ .l ,j SHEET NUMBERS 2-5 NEWPORT COAST DRIVE NOT TO SCALE SHEET NUMBER 7 ® COLD MILL EXISTING 2" A.C. PAVEMENT. @cow MILL EXISTTNG 3" A.C. PAVEMENT. rc, CONFLICTING TREE ROOTS TO BE ROOT PRUNED PER SPECIFICATIONS ANO AS DESIGNATED \_':'..) BY THE ENGINEER (j) iNSTALL ROOT BARRIER © SAWCUT AND REMOVE EXISTING DRIVEWAY APPROACH, CURB AND/OR GUTTER AND SIDEWALK INCLUDING REQUIRED SAWCUTTING AND REMOVAL OF EXISTING STREET SECTION AND REPLACEMENT OF DRIVEWAY APPROACH PER DETAIL ON SHEET 5. ® REMOVE AND REPLACE WITH NEW SURVEY MONUMENT FRAME AND COVER TO GRADE PER CNB SID-116·-L. THE SURVEY MARKER SHALL BE PROTECTED IN PLACE. @ SAWCUT AND REMOVE EXISTING CROSS GUTTER, SPANDREL AND ASPHALT CONCRETE. CONSTRUCT CROSS GUTTER PER CNS ST0-185-L @ REMOVE EXISTING P.C.C. IMPROVEMENTS AND CONSTRUCT CURB ACCESS RAMP PER CNB STD-181-·L. @ADJUST MANHOLE FRAME AND COVER TO GRADE PER CNB STD-111-L @ REMOVE EXISTING P.C.C. IMPROVEMENTS AND CONSTRUCT P.C.C. SIDEWALK PER CNS STD-180-L @ ADJUST SCE/TELEPHONE/GAS CO./FIBER OPICS/CABLE TELEVISION TO FINISH GRADE BY (BY OTHERS). @REMOVE AND REPLACE V.HH NEW VALVE BOX AND COVER TO GRADE PER IRWD STD-DWG-W-22 @ PROTECT IN PLACE. @ REMOVE AND REPLACE EXISTING TRAFFIC SIGNAL DETECTOR LOOPS WITH TYPE E TRAFFIC SIGNAL DETECTOR LOOPS PER DETAIL IN SPECIAL PROVISIONS. @ CONSTRUCT P.C.C. SIDEWALK PER CNB STD-180-L @ REMOVE AND REPLACE WATER METER PULL BOX AND COVER TO GRADE PER CNB STD-502-L OR STD-503-L, @) REMOVE AND REPLACE TRAFFIC PULL BOX AND COVER TO GRADE USING APPROPRIATE 1/5 BOX AND LID. (21) COLD MILL EXISTING 3" A.C. PAVEMENT AND CONSTRUCT 1" LEVELING COURSE ~ AND 2" OVERLAY COURSE COURSE TYPE ARHM GG. @ CONSTRUCT TYPE "D" CURB (6" CF) PER CNB STD-183-L. @ INSTALL TWO 2" SCHEDULE 80 PVC CONDUITS FOR FUTURE USE AND ALL NECESSARY CONCRETE AND ASPHALT WORK NECESSARY TO COMPLETE THE WORK IN PLACE. @ SAWCUT AMD REMOVE EXISTING CURB. RECONSTRUCT ALTERNATIVE P.C.C. CURB PER DETAIL SHEET 5. @ REMOVE AND REPLACE STREETLIGHT PULL BOX AND COVER TO GRADE PER CNB STD-204-L. c,, 3' t, c,, C ·,; 0 Q._ (J m ::;; £: -::, 0 (/) 0 -"' ·;: m I (J) N N 0 "' ~ .c -5 [/) 0 -u, ·;: m "' -C " E '!; 0 ~ (L E o> C '> 0 (L 0 u, 1---------------------------------------1~ SHEET INDEX X X X X 1---------------------------------------17 1 TITLE SHEET 2-5 PLAN SHEET BRISTOL STREET SOUTH 6 PLAN & STRIPING SHEET JAMBOREE ROAD AT EAST COAST HWY. 7 PLAN & STRIPING SHEET NEWPORT COAST DRIVE 8 STRIPING SHEET -BRISTOL STREET SOUTH (/) 1-w w g' ;;!--"' C ·c: <I) " C c,, C C-4882 t 1--------------------r------:--:-::-:-:-:-:::--------------------------------,-----------------------------,,-----------.-----------,---------11---------------------------------------I~ BASIS OF BEARINGS: BEARINGS ARE BASED ON THE BEARING BETWEEN ORANGE COUNTY SURVEYORS GPS POINTS EMERGENCY TELEPHONE NUMBERS APPROVAL RECOMMENDED: APPROVAL RECOMMENDED REVIEWED: ~ CALL TOLL FREE 1---800-422--4133 BEFORE YOU DIG "6268" TO "6279" BEING S31"32'29.0"E. TITLE SHEET u DAY NIGHT :" BENCHMARK: ELEVATIONS ARE BASED ON ORANGE COUNTY SURVEYOR'S BENCH MARK "3K-55·-99", A (800) 624-8153 l' '1ft) TRICKL ~ ' -~ MISCELLANEOUS STREET PAVING REPAIRS _g 3 3/4" ALUMINUM DISK SET IN THE NORTHWESTERLY CORNER OF A 4.0 FT. BY 8.0 FT. CONCRETE CATCH SOUTHERN CALIFORNlft. EDISON COMPANY (800) 611-1911 WIii 1L___, &-CINIEGA ··, ,./ ) '.:'.), BASIN LOCATED IN THE NORTHEASTERLY CORNER OF THE INTERSECTION OF MACARTHUR BOULEVARD AND SBC/AT&T TELEPHONE COMPANY (800) 332-1321 611 ·---· MARK HARMOir N ORI. RCE 4621 p TRICK, ARCINIEG/v. CE 70740-3: HARBOR VIEW DRIVE. CITY OF NEWPORT BEACH UTILITIES DEPARTMENT (949) 644-3011 (949) 644-3717 MUNICIPAL OPERATIONS DEPT. T CITY ENGINEER , 06/30/ SENIOR CIVIL N NEER 8_' ELEV. = 145.204 FEET (NAVD 88, YEAR LEVELED 1999) ORANGE COUNTY SANITATION DISTRICT (,714) 962-2411 1-------,~----+----------------------,----------t,;; DESIGNED: DRAWN: CITY OF NEWPORT BEACH R 6022 S ~ ADELPHIA (714) 542--6222 PT PT --~ COORDINATES SHOWN ARE BASED ON THE CALIFORNIA COORDINATE SYSTEM (CCS83). ZONE VI. 1983 NAD, COX COMMUNICATIONS (949) 546-4100 DATE: $·{/·1'2..-. DATE: '?·ll-l.. CHECKED DATE: --------1~ .__ __________________ ,1.(;..1_99_1_.3_5_EP_o_c_H.;..). _____________________________ ....1,___;.U_ND ... E_RG ... R __ o ... uN __ o_s ... E ... R_vIc ... E ... A ... L~ER ... T ______ .;;(8 ... o ... o) ... 4 ... 2~2-_4_1 ... 33;._ _____ ..L. ________ ...1.. ________ ....1, ________ .,__ __ .,...:P.;;A:.i,__,;;;;05;.1.;,;14:;i..:.:12.,_ ____ P_u_B_L_I_C_w_o_R_K_s_o_E_P_A_R_T_M_E_N_r ___ ....1,_s_H_EE_r_1;.__oF__;8;._...1 ~ w CONCRETE > BRIDGE DECK "' I') N stx + 0) w "' 0 + N <Oz ~o -, w z > Q'.'. I x' ro w\l'JJV z + -<D o,~ -, I 8 60 TV ARCO CONSTRUCTION NOTES: 0 SAWCUT AND REMOVE CURB AND GUTTER AND RECONSTRUCT TYPE "A" CURB (8" CF) AND GUTTER (24") PER CNB STD-182-L. 0 SAWCUT AND REMOVE CURB AND GUTTER AND RECONSTRUCT TYPE "C" CURB (8" CF) AND GUTTER (24") PER CNB STD-183-L. 0 CONSTRUCT 2'' A.C PAVEMENT OVERLAY COURSE TYPE ARHM GG. t,1 COLDMILL 6" OF A.C. AND CONSTRUCT 6" A.C. SECTION (DIG-OUT) \J CONSISllNG OF 3" TYPE I11-B2-PG 64--10, 1" LEVELING COURSE, AND 2" OVERLY COURSE TYPE ARHM GG. ® COLD MILL EXISTING 2" A.C. PAVEMENT. ® SAWCUT AND REMOVE EXISTING DRIVEWAY APPROACH, CURB AND/OR GUTTER AND SIDEWALK INCLUDING REQUIRED SAWCUTTING AND REMOVAL OF EXISTING STREET SECTION AND REPLACEMENT OF DRIVEWAY APPROACH PER DETAIL ON SHEET 5. ® REMOVE AND REPLACE WITH NEW SURVEY MONUMENT FRAME AND COVER TO GRADE PER CNB STD-116-L THE SURVEY MARKER SHALL BE PROTECTED IN PLACE. ® REMOVE EXISTING P.C.C. IMPROVEMENTS AND CONSTRUCT CURB ACCESS RAMP PER CNB STD-181-L. 73 FREEWAY / / ---CONCR .. ::r: u a::: rn @ ADJUST MANHOLE FRAME AND COVER TO GRADE PER CNB STD-111-L ( ·-·,1 I ~, I • I .f ( -• ..., I ,, ~ /,d I _':/~I ; : I D I l[PB J I I I I I I I I I I I @REMOVE EXISTING P.C.C. IMPROVEMENTS AND CONSTRUCT P.C.C. SIDEWALK PER CNB STD-180-L. @ ADJUST $CE/TELEPHONE/GAS CO./FIBER OPICS/CABLE TELEVISION TO FINISH GRADE BY (BY OTHERS). @REMOVE AND REPLACE WITH NEW VALVE BOX AND COVER TO GRADE PER IRWD STD-DWG-W-22 @ PROTECT IN PLACE. @ REMOVE AND REPLACE EXISTING TRAFFIC SIGNAL DETECTOR LOOPS WITH TYPE E TRAFFIC SIGNAL DETECTOR LOOPS PER DETAIL IN SPECIAL PROVISIONS. @ REMOVE AND REPLACE WATER METER PULL BOX AND COVER TO GRADE PER CNB STD-502-L OR STD-503-L. @ REMOVE AND REPLACE TRAFFIC PULL BOX AND COVER TO GRADE USING APPROPRIATE #5 BOX AND LID. @ SAWCUT AND REMOVE EXISTING CURB. RECONSTRUCT ALlERNATIVE P.C.C. CURB PER DETAIL SHEET 5. --~-~---·-----------------------·-~ -------............... -~-------,........._ _ _____________,_ ______ ... _______ _ CHAIN LINK FENCE j 73 FREEWAY I X ro oi,x w (/) t1~ z + Xo w~ 0 "' ~10 N Z6 ~ N -, ,, l[) N I ~ QN N -, ~ N LEGEND J I 2" OVERLAY COURSE TYPE ARHM GG ~~ L> I PROPOSED DIG-OUT (3" TYPE 111-B2-PG 64-10, 1" LEVELING COURSE, AND 2" OVERLY COURSE TYPE ARHM GG). CONCRETE X sj-W +z 6 -, I (01 X ... , w + 0 'z "' 15 1-, N CX) 0 N 8 I N rlV r--- ~ N N 01 ~ N L "' .c 0 m ::, 0 -n E 0 "' 0 0, 3' "O i--: '7 0, C ·;; 0 (L 0 (/] 2 .c ~ :, 0 (/) 0 -"' ·;: (]) I (/) "' "' 0 <O ~ -., ~ 1 I- ~ .c ~ :, 0 (/) 0 ~ "' ·;: (]) "' ;, C ., E ~ 2 0.. E 0, C ·s; 0 (L 0 ."2 05 X X X X ~ (/) 1-w w O'.'. 1-(/) / "' C ·;:: ., ., E "' C C-4882 t ,7---T-----------------,--=~:;;;:---liRREEVttVIE:WWEECD~, ----7--------.;P:.LJ.\A;:Ni""s~H~EiE~T;:--------1§ MISCELLANEOUS STREET PAVING REPAIRS ~ 0 BRISTOL STREET SOUTH (IRVINE AVENUE/CAMPUS DRIVE ~ TO 400' EAST OF BIRCH STREET) 00 (L 1------.-----~-----------------------,---------I/ CITY OF NEWPORT BEACH R-6022-S ~ DESIGNED: DRAWN: PT PT 1----------1"" '-------------------------------------------------------------------------'--N_o_ • ...__D_AT_E_ ... D_Es_c_R_1P_Tio_N_oF_. R_E_vi_s1_o_Ns _____________ _,_ ________ ,_c_H_Ec_K_rn_,....;.P;.;A,._D_A_TE_:0;.;5.,1;.;7..,1""2..._ ____ P_u_B_L_I_C_w_o_R_K_s_o_E_P_A_R_T_M_E_N_T ____ ..._s_HE_E_T_2_o_F_8__,f DiRT N N N N 73 FREEWAY N CONSTRUCTION NOTES: N N 0 I') N C-·5 12.25"AC/6"AB G) SAWCUT AND REMOVE CURB AND GUTTER AND RECONSTRUCT TYPE "A" CURB (8" CF) AND GUTTER (24") PER CNB STD-182-L. 0 '" N N I"') N lV 0 L0 I') N lV 73 FREEWAY BRISTOL STREET S. N EXIT N r--. I') N t MAC DONALDS N r--. I"') N N OJ n N N OJ I') N I I I I I I 73 FREEWAY DIRT ./ 43' 0 0 + I-~ u. .w <( _J I-$ en o w _J Zw _Jen 1+=+=1 I W (..) w I-en i~ N .:::::. (!) .:::::. ID 0 "' " " O> C ·5 0 0.. 0 "' :a; .c -:; 0 V) 0 -"' ·;:: 0) I V) N N 0 (!) ;5- .c -:; 0 V) 0 -w ·;:: Ill "' -C (l) E g: 0 L a. E O> C ·5 0 0.. u "' LEGEND ~ 2" OVERLAY COUR X X X I I ~ ~ ~ " " ( " ) AND G TTE ( ") ~"'"~ PROPOSED DIG-OUT (3" TYPE I11-82-PG 64-10, 1" LEVELING COURSE, & ~ B \..V SAWCUT AND REMOVE CURB AND GUTTER AND RECONSTRUCT TYPE C CURB 8 CF U R 24 @3 REMOVE EXISTING P.C.C. IMPROVEMENTS ANO CONSTRUCT P.C.C. SIDEWALK PER CNB STD-180-L. ~~ AND 2" OVERLY COURSE TYPE ARHM GG). C' w PER CNB STD-lBJ-L. @ADJUST SCE/TELEPHONE/GAS CO./FlBER OPICS/CABLE TELEVISION 10 FINISH GRADE BY (BY OTHERS). I> ••. ·.·.··.< I CONCRETE '1<0 /,, ~ ~ 0 CONSTRUCT 2" A.C PAVEMENT OVERLAY COURSE TYPE ARHM GG. "-~ f 0 COLDMILL 6" OF A.C. AND CONSTRUCT 6" A.~. SECTION (DIG-OUT) @ REMOVE ANO REPLACE WITH NEW VALVE BOX AND COVER TO GRADE PER IR\\JD STD-DWG--W-22 .;:>O, -~ CONSIS1lNG OF 3" TYPE 111-82-PG 64-10, 1 LEVELING COURSE, 'J6' PROTECT IN PLACE. 1,! AND 2" OVERLY COURSE TYPE ARHM GG. ~1 ·o, C ® COLD MILL EXISTING 2" A.C. PAVEMENT. @CONSTRUCT P.C.C. SIDEWALK PER CNB STD-180-L. C-4882 'i; ts\ SAWCUT AND REMOVE EXISTING DRIVEWAY APPROACH, CURB AND/OR GUTTER AND SIDEWALK @REMOVE AND REPLACE WATER METER PULL BOX AND COVER TO GRADE PER ,----,-----..------------------------,----------,-==:::::--------r----------------:--:-=-=-----------4 ~ \:!../ INCLUDING REQUIRED SAWCUTTING AND REMOVAL OF EXISTING STREET SECTION AND REPLACEMENT OF CNB ST0-502-L OR STD-503-·L. REVIEWED: PLAN SHEET ;;', DRIVEWAY APPROACH PER DETAIL ON SHEET 5• @REMOVE AND REPLACE TRAFFIC PULL BOX AND COVER TO GRADE USING APPROPRIATE #5 BOX AND LID. MISCELLANEOUS STREET PAVING REPAIRS ~ @sAWCUT AND REMOVE EXISTING CROSS GUTTER. SPANDREL AND ASPHALT CONCRETE. @ INSTALL 2-2-INCH SCHEDULE 80 PVC CONDUITS FOR FUTURE USE. f CONSTRUCT CROSS GUTTER PER CNB STD-185-L BRISTOL STREET SOUTH (300' WEST OF CYPRESS STREET ? ®1 REMOVE EXISTING P.C.C. IMPROVEMENTS AND CONSTRUCT CURB ACCESS RAMP PER TO 100' EAST OF SPRUCE AVENUE) 8: CNB STD-181-L. 1---:..:..,==,-----=--t-----------------------,---------;,;; @ DESIGNED: PT DRAWN: PT CITY OF NEWPORT BEACH .... _B:_6Q_?_2_-§----t iii"' 12 AD"I\JST MANHOLE FRAME AND COVER TO GRADE PER CNB STD-111-L L ______________________________________________________________________ ....1._N_o_ . ..L._o_AT_E_..J..o_Es_c_R_IP_rIo_N_oF_RE_v_IsI_0N_s _____________ ....1. ________ 1..c_H_Ec_K_ED_,....:.P.;.:A,1,,.D_A_TE_,0::.;;5~14 ... 1:.;;2.i.... ____ P_U_B_L_1_c_w_o_R_K_S_D_E_P_A_R_T_M_E_N_T ____ ..._s_HE_E_1_3_o_F_8__,[ (_) m V) ~ q • v--'d --,1 _ v---v ------v----'-..1---->i-v --~ •,,y--v-··-11---v ---·--,: ___ v--w ---\,' ------w ___ w--___ v ---v---v---1~ --.CW v--"17 -v ____ .., ----v ___ ',J __ ,,_ ___ v-v--'l---v -w --v-•-,1 __ 1, --w ---,; ---...----w --.,;----.,, ---..r ---,,,,, --J ---v-,, ---v --v ---v-~ v--,,; -v-,; ----v --" ---v ---v ---v---1,1 -----,t--Y--v--v---'J--v---v-~7w---v-v- O --A--~~~~.,~-,~-~~:-~-~;:------::,,,:, ==c-,-4t~c~ '., --• -~ = ~: ~~-"--:--_:_ ~---~,_-_ ~ •~---~ -A ---,, -7;' 0 ~ 3,5• A~~ --'--A-,, -t\ ----P. ·-,, __ , ---,, ---,, _, ,. ---, ,,,,, , _,,,, ,_, -• ___ , ---• ----Al_"--+ A-'\-t~ -} ,~ ----? ---~ ----"l 1---r --• -,-• -' --.. , ----f\--/\r--!'-.----A---j\ --,., --i', ---A-~-r _ _,, _ A-,, -36: AC r, 42" ;·c~ r, ---0 0 ---_, -------:_-_: : : -------------------------------------------------------------------------------------------------------------------------------------------------------------------0 ~ ttl -A--,, _L2~ _ _c;~ __ ,_,,_ --~"'/l __ ,,,----A---,,,,,_,, ___ , ___ ,,_,_,',--,r,---_,,, ___ , ____ , __ ,_, ___ , __ ,24::s~~---,----,-----,,_,,,, ___ ,_-,,,,, __ , __ , ___ , __ -,---,--,----,•----,-✓"'@ 12 4 15 ~ l ' s)-----51' 5,400 SQ.FT '----24•csp ~ ~ w :::r: -s-----s-,--8~vcP::-:,,--s---s---s--s--s ---s --s--~ -~~r{,,f9--s--s ---$--$---$--;~'15-s ---$---s----,---s---,-----s----8''vc~'11' -~ ' ,_ :::,--: ~ ~ ::-,,,:_,',, ,'-,,__ 2,0 --.:: '-?::?:::'--, ~ ~ ~ "-, w s "'-."'-c"-c,~"-.,~'~ z 0 CONSTRUCTION NOTES: -st-N -st- N 0 SAWCUT AND REMOVE CURB AND GUTTER AND RECONSTRUCT TYPE "A" CURB (8" CF) AND GUTTER (24") PER CNB STD-182-L 0 CONSTRUCT 2" A,C PAVEMENT OVERLAY COURSE TYPE ARHM GG, G) COLDMILL 6" OF (!,,C, AND CONSTRUCT 6" A,C, SECTION (DIG-OUT) CONSISTING OF 3 TYPE III-B2-PG 64-10, 1" LEVELING COURSE, AND 2" OVERLY COURSE TYPE ARHM GG, ® COLD MILL EXISTING 2" A.C, PAVEMENT. r'7\ CONFLICTING TREE ROOTS TO BE ROOT PRUNED PER SPECIFICATIONS AND AS DESIGN A TED \::_/ BY THE ENGINEER @sAWCUT AND REMOVE EXISTING CROSS GUTTER, SPANDREL AND ASPHALT CONCRETE. CONSTRUCT CROSS GUTTER PER CNB STD-185-L @ REMOVE EXISTING P.C,C, IMPROVEMENTS AND CONSTRUCT CURB ACCESS RAMP PER CNB STD-181-L. @ADJUST MANHOLE FRAME AND COVER TO GRADE PER CNB STD-111-L -, @REMOVE EXISTING P,C,C, IMPROVEMENTS AND CONSTRUCT P,C,C, SIDEWALK PER CNB ST0-180-L @ ADJUST SCE/TELEPHONE/GAS CO/FIBER OPICS/CABLE TELEVISION TO FINISH GRADE BY (BY OTHERS), @) REMOVE AND REPLACE 'MTH NEW VAL VE BOX AND COVER TO GRADE PER IRWO STD-DWG-W-22 @ PROTECT IN PLACE, @REMOVE AND REPLACE EXISTING TRAFFIC SIGNAL DETECTOR LOOPS 'MTH TYPE E TRAFFIC SIGNAL DETECTOR LOOPS PER DETAIL IN SPECIAL PROVISIONS, @ REMOVE AND REPLACE WATER METER PULL BOX AND COVER TO GRADE PER CNB ST0-502-L OR STD-503-L @REMOVE AND REPLACE TRAFFIC PULL BOX AND COVER TO GRADE USING APPROPRIATE #5 BOX AND LID, @CONSTRUCT TYPE "D" CURB (6" CF) PER CNB STD-183-L @ INSTALL 2-2-INCH SCHEDULE 80 PVC CONDUITS FOR FUTURE USE, @ REMOVE AND REPLACE STREETLIGHT PULL BOX AND COVER TO GRADE PER CNB ST0-204-L □ ---~·-'® X w I', z X <D "'O w O'.) O'.) -:, z+ + 0 1~ -, f LEGEND I I 2" OVERLAY COURSE TYPE ARHM GG ~ PROPOSED DIG-OUT (3" TYPE 111-82-PG 64-10, 1'' LEVELING COURSE, ~ AND 2" OVERLY COURSE TYPE ARHM GG), I • •••.•. , '.... I CONCRETE 13 -_J _J w :::r: m (.) I --~. ~--•• ~ 6 CHAIN C-4882 E 0 + o> ,;< t) ,-_: n,I o> C '5 0 (L 0 "' :a;; ,c -:, 0 (/) 0 -"' L m I (/) N N 0 "' a:: / -"' L X .J ~ ,C -:, 0 (/) 0 -V, 'C: m "' ~ iii E ~ e 0, E en C '5 0 (L 0 "' :;;; (/) X X X X ;;;, f:2 w w I"= '.::J, en C 'C: (!} (l) C -0'> C w /' 0 .----,-----,--------------------------.----------,-::'.:==:----------,-------------------------------__.~ REVIEWED: PLAN SHEET ~ MISCELLANEOUS STREET PAVING REPAIRS ] ,C BRISTOL STREET SOUTH (600' WEST OF BAYVIEW AVENUE ~ TO 500' EAST OF BAYVIEW AVENUE) m 1------,------1------------------------,---------I~ DESIGNED: PT DRAWN: PT CITY OF NEWPORT BEACH R-6022-S ~ 1---------1 "' CHECKED: DATE: C O $ => PA 05 17 12 PUBLI W RK DEPARTMENT SHEET 4 OF 8 / .._ ______________________________________________________________________ __,J,_.....J ____ J_ ____________________ ..1.-_______ ..J.. ___ ..!.;,~-~:.:..!.J..!.:a,I ___________________ _J ___ ,.:__..::__,JLL NO, DATE DESCRIPTION OF REVISIONS 100· 73 FREEWAY ------------------------------- (/) w fr'. <( > (f) w fr'. :;; SIDEWAL~ 3% S'LY R/W j S/W VARIES GUTTER~ Ji 2" OR MATCH W= 24' MIN. AND 35' MAX. VARIES VARIABLE EXIST. SIDEWALK ~~ ~1-SIDEWALK I IP. P.C.C. APPROACH 10 ~ "' <(~ PLAN CURB OPENING 3/8" EXPANSION JOINT MAT'L. (TYP) ," REMOVE AND REPLACE IF 5' OR LESS (TYP) . I\ EXIST. JOINT, CRACK \ OR BREAK 3' MIN. i---1'--,r AC ABO MIN. I 1/2" 1 GUTTER 3/8" 10% MAX. 2% MAX. ·:~··. ~-~l-~:·~: ~ '\_'__ 1' WIDE BY 1' DEEP AC PATCH BACK EXIST. AC l 4" C.A.B. SECTION A-A NOTES: 1. WHEN REMOVING EXISTING SIDEWALK, CURB AND GUTTER, SAWCUT AND REMOVE TO NEAREST EXISTING JOINT WITHIN 5 FEET BEYOND OPENING. 2. DIMENSIONS AND GRADES SHOWN ARE FOR NORMAL CONDITIONS. I .L. 6" THICK P.C.C. 3. SLOPED "X" AREAS, SIDEWALKS AND SLOPE DRIVEWAYS SHALL HAVE A COARSE BROOM FINISH. ELEVATION VARIES 4. RAMP SLOPE SHALL CONFORM TO CURRENT CURB ACCESS RAMP REQUIREMENTS. COMMERCIAL DRIVEWAY DETAIL EXISTING UNIMPROVED AREA I \ ....._ EXISTING FENCE ( CALTRANS R/W I ' ' VARIES 11o•i TO 120' I VARIES -------------------1 --·--· --· I --j-- ________ _i I ' ----· ---VARIES I I ' ' I ~6" ,...,-/ ~ .-_.-.. -:4 : • : _.., BATTE r---4._ .. .. ·< 4 .. ~MATCH ' ,. ·-----ti) ro '=10 n:: f-· :;;,.,. EXISTIN G ,- I 1 ' WIDE BY 1' DEEP AC PATCH BACK OR P.C.C. ALTERNATIVE P.C.C. CURB (CURB DEPTH SHALL BE 6" UNLESS OTHERWISE NOTED) NOTES: 1. SMOOTH TROWL THE TOP 4-INCH OF lHE BACK OF CURB. 2. 3. CURB PAINT SHALL BE PAINTED TO MATCH EXISTING. DOWELS SHALL BE REQUIRD AT THE DIRECllON OF THE ENGINEER. DOWELS SHALL BE #4 SMOOTH BARS, MIN 18" LONG, 3" FROM THE BOTTOM. w w 0:::: 0 rn ~ <.( J LEGEND I I ~ ~ 2" OVERLAY COURSE TYPE ARHM GG PROPOSED DIG-OUT (3" TYPE 111-82-PG 64-10, 1" LEVEUNG COURSE, AND 2" OVERLY COURSE TYPE ARHM GG). 3" COLDMILL W / 1" LEVEUNG COURSE AND 2" OVERLAY COURSE COURSE TYPE ARHM GG. I > > J CONCRETE CONSTRUCTION NOTES: @coNSTRUCT 2" AC PAVEMENT OVERLAY COURSE TYPE ARHM GG . I?\ COLDMILL 6" OF e,.c. AND CONSTRUCT 6" A.C. SECTION /DIG-OUT) \J CONSISTING OF 3 TYPE 111-B2-PG 64-10, 1" LEVELING COURSE, AND 2" OVERLY COURSE TYPE ARHM GG. ® COLD MILL EXISTING 2" A.C. PAVEMENT. @ ADJUST SCE/TELEPHONE/GAS CO./FIBER OPICS/CABLE TELEVISION TO FINISH GRADE BY (BY OTHERS). @REMOVE AND REPLACE Willi NEW VALVE BOX AND COVER TO GRADE PER IRWD STD-DWG-W-22 @ ADJUST MANHOLE FRAME AND COVER TO GRADE PER CNB STD-111-L ® PROTECT IN PLACE. @ REMOVE AND REPLACE EXISTING TRAFFIC SIGNAL DETECTOR LOOPS Willi TYPE E TRAFFIC SIGNAL DETECTOR LOOPS PER DETAIL IN SPECIAL PROVISIONS. '21' COLD MILL EXISTING 3" A.C. PAVEMENT AND CONSTRUCT le.'.) 1" LEVELING COURSE AND 2" OVERLAY COURSE COURSE TYPE ARHM GG. a, 3: " ,._: 0..1 a, C ·s: 0 0.. 0 (/} 2 .c ~ :, 0 (/) 0 ~ (/} ·c: a, I (/) "' N 0 <D 7 -" L xi ,- ~ .c -:, 0 (/) 0 -"' ·c: m "' -C Q) E '!/ 0 L Cl. E en C ·s: 0 0.. <) .52 ::, (f) X X X X 7 ~ w w fr'. >-(/) / en C ·;: <I) <1) .£ "' C C-4882 t r---,-----,-----------------------r---------,-==:;:;::-------,------------=.:-::-::-~;-;;::-;::::;;:------------1S! REVIEWED: PLAN SHEET ;:, ----------.,--· --------:_.---+-------C ----_--_-_---_---_---I I -----l_ r EXISTING A.C. SECTION VARIES --·--;-CONSTRUCTION C/L -"1 6" TO 15" / I EXISTING A.C./BASE MATERIAL ! I I I " MISCELLANEOUS STREET PAVING REPAIRS /;; £. BRISTOL STREET SOUTH {500' WEST OF JAMBOREE ROAD TO ~ PATR INTERSECTION OF JAMBOREE ROAD AND BRISTOL STREET SOUTH) m s 0.. 1-----,-----+---------------------.---------i/ TYPICAL BRISTOL STREET SOUTH SECTION DESIGNED: PT DRAWN: PT CITY OF NEWPORT BEACH 1--R_-6_0_2_2_-S----i i L _________________________ N_o_T_To_sc_A-LE _______________________________________ ...1..._No_.J.._D_A_TE_...L.,o_Es_c_RI_PT_Io_N_o_F_R_EV1_s_Io_N_s ____________ _,1 _______ ....L,_cH_E_cK_E_D:_,.;.P.:,:A,1..D_A_TE..:·:0;;,::5:1.,;1~7L.:1.a;J2L..-____ P_U_B_L_I_C_w_o_R_K_s_o_E_P_A_R_T_M_E_N_T ___ _,__sH_E_ET_5 __ oF_8_ ... : \ I.O a, + 0 \ \ }/ EXISTING STRIPING .,-_::_:-__-~-----·---- SCALE 1"=20' _L_ROW ----- _/_ CURB FACE • --·---~. ----· --. --- _____ /EXISTING STRIPING ------------~·-----, "·-··---~-- -··-_:·.::::-·:~ ----~-_--., __ ~-~ ·-~ .. ,, STRIPING AREA 140' --,··----- " MEDIAN CURB STRIPING PLAN -JAMBOREE ROAD SCALE 1"=20' --,---''-\ : __ / CURB FACE • -·---... ---- ·· •·•·• -···c·c-:c.<c.c-·-- J A·M ~QR'EE" ROAD 13+00 4" PCC SIDEWALK OVER 4" SAND R/W 12' 149' -VARIES R/W 73.5' -VARIES 74.5' -VARIES 63.5' -VARIES 6' 55' -VARIES 12' i---<5A 3A>----1 36' 2% 4"PCC SIDEWALK OVER 4" SAND EXISTING 0.55' A.C. EXISTING CROSS SECTION STA. 10+95 TO 12+60 NOT TO SCALE CONSTRUCTION NOTES r;_-;;-,, CONSTRUCT 1 INCH LEVELING COURSE TYPE 111-B2-PG 64-10 & 2 INCH OVERLAY COURSE \::Y TYPE III-C3-PG 64-10 @ COLD MILL EXISTING 3 INCH AC PAVEMENT @ REMOVE AND REPLACE EXISTING TRAFFIC SIGNAL LOOP PER CITY OF LOS ANGELES STANDARD PLAN S-70.1D STRIPING GENERAL NOTES 1. CONTRACTOR SHALL PREPARE AND PROVIDE DOCUMENTATION LISTING LOCATION, LENGTH, COLOR, MARKING, AND STENCILING OF EXISTING CURB MARKINGS BEFORE REMOVAL OF CURB AND GUTTER. STRIPING DETAILS, MARKINGS, MARKERS, ETC. SHALL BE PER STATE OF CALIFORNIA DEPT. OF 2-TRANSPORTATION STANDARD PLANS, MAY 2006 EDITION. TEMPORARY TRAFFIC STRIPING AND MARKINGS SHALL BE PAINT APPLIED IN ONE COAT ANO AS SOON 3-AS POSSIBLE WITHIN 24 HOURS AFTER THE FINISHED COURSE OF PAVEMENT HAS BEEN APPLIED. FINAL STRIPING SHALL BE "SPRAYABLE REFLECTORIZED THERMOPLASTIC" APPLIED AT A MINIMUM 4-THICKNESS OF 0.45 MM. CROSSWALKS AND LIMIT LINES SHALL BE APPLIED AT A MINIMUM OF 0.90 MM. All LIMIT LINES SHALL BE 12' WHITE UNLESS NOTED OTHERWISE. REFLECTIVE PAVEMENT MARKERS SHALL BE 3M SERIES 290 VERSION OR EQUIVALENT WITH GLASS 5• REFLECTIVE FACES. 6. THE FIRE HYDRANT PAVEMENT MARKERS SHALL BE LOCATED PER CNB ST0-902-l. PRIOR TO INSTALLATION OF FINAL STRIPING. "CAT TRACK" LAYOUTS SHALL BE APPROVED BY THE 7. CITY OF NEWPORT BEACH. NO NEW SIGNAGE IS TO BE INSTALLED UNLESS OTHERWISE NOTED. 8• REMOVE ALL CONFLICTING STRIPING BY SANDBLASTING. REMOVE ALL RPM'S. LEGEND 3 INCH COLD MILL AND 1 INCH LEVELING COURSE TYPE 111-82 PG 64-10 AND 2 INCH OVERLAY COURSE TYPE III-C3 PG 64-10 PER 0 C 0 L .t E 0 00 0 a, a> " tJ (/) I N N 0 © I :5- .JC -:, 0 (/) 0 -"' L 00 "' -C " E l!; 0 L "-E o> C ·;; 0 a.. 0 "' ::e (/) X X X X :5-~ w w ~ :;!, o> C ·c: ., ., C "6, C C-4882 t .--...-----..----------------------.----.----------r~~--,--,.,=--,=.,,,----,-----RE.,.F_._P_LA .. N ....... NO ...... R.,.-5..,5 ... 79--S .... __________________ --; ~ APPROVAL RECOMMENDED: )'- w-PLAN AND STRIPING SHEET tJ "' •-JAM BO REE ROAD f PATRICK ARCINI A INTERSECTION OF COAST HWY. E. AND JAMBOREE RD. 00 Ei'i,0 ol~~~11 l----'S;;;;E..;N;.;;IO;.;.R..;C;.;.IV;;;lla..;;;.;.;;.;;=....;-1-----------------------,.---------1 ~ &1,~ c~~ DESIGNED: PA DRAWN: JVV CITY OF NEWPORT BEACH ... _R_-6_0_2_2_-_s--l i ~~~ ~ NO. DATE DESCRIPTION OF REVISIONS APPROVED CHECKED: DATE: PUBLIC WORKS DEPARTMENT SHEET 06 OF 08 / L-----------------------------------------------------------------------....1.-....l.-----1-------------------L---..._ _______ ...... ___ .,;,.P;.;.A.__..a0;;:;,5..:.1;;:;,5..a2.::..01:.:.2..._ ___________________ .._ _____ __.~ 250' 270' 300' 320' 330' 350' 425' 445' CONSTRUCTION PLAN -WORK AREA NO. 1 SCALE 1 "=40' STRIPING GENERAL NOTES 1 CONTRACTOR SHALL PREPARE AND PROVIDE DOCUMENTATION LISTING LOCATION, LENGTH, COLOR, • MARKING, AND STENCILING OF EXISTING CURB MARKINGS BEFORE REMOVAL OF CURB AND GUTTER. STRIPING DETAILS, MARKINGS, MARKERS, ETC. SHALL BE PER STATE OF CALIFORNIA DEPT. OF 2• TRANSPORTATION STANDARD PLANS, MAY 2006 EDITION. TEMPORARY TRAFFIC STRIPING AND MARKINGS SHALL BE PAINT APPLIED IN ONE COAT AND AS SOON 3-AS POSSIBLE WITHIN 24 HOURS AFTER THE FINISHED COURSE OF PAVEMENT HAS BEEN APPLIED. FINAL STRIPING SHALL BE "SPRAYABLE REFLECTORIZED THERMOPLASTIC" APPLIED AT A MINIMUM 4. THICKNESS OF 0.45 MM. CROSSWALKS AND LIMIT LINES SHALL BE APPLIED AT A MINIMUM OF 0.90 MM. ALL LIMIT LINES SHALL BE 12" WHITE UNLESS NOTED OTHERWISE. 5 REFLECTIVE PAVEMENT MARKERS SHALL BE 3M SERIES 290 VERSION OR EQUIVALENT WITH GLASS • REFLECTIVE FACES. 6. THE FIRE HYDRANT PAVEMENT MARKERS SHALL BE LOCATED PER CNB STD-902-L. PRIOR TO INSTALLATION OF FINAL STRIPING, "CAT TRACK" LAYOUTS SHALL BE APPROVED BY THE 7. CITY OF NEWPORT BEACH. NO NEW SIGNAGE IS TO BE INSTALLED UNLESS OTHERWISE NOTED. S. REMOVE ALL CONFLICTING STRIPING BY SANDBLASTING. REMOVE ALL RPM'S. TOP OF ROOT BARRIER MUST BE AT LEAST ½" ABOVE GRADE IN. ROOT BARRIER 10' MIN. IN LENGTH CENTERED ON TREE TRUNK ROOT BARRIER DETAIL "A" NOT TO SCALE SCALE 1"=100' ' ' - - --------\•/ CONSTRUCTION NOTES ----:_ -~-:=----"~ -~ ---_-_ 1.-; :-'-,, ,s ,: = __::__:: = -: ~_"i~:i,: u,~ _ __=._c-1_,_~-_+--~-+---_-R_O_-:_···-_···....,-_-_-_-=: ---~-:_ =--· _r•._··· =====::: --· -_-,.,_-: h7::-. CONSTRUCT 1 INCH LEVELING COURSE TYPE ""Y OVERLAY COURSE TYPE III-C3--PG 64-10 @ COLD MILL EXISTING 3 INCH AC PAVEMENT III-B2-PG 64-10 & 2 INCH ® CONFLICTING TREE ROOTS TO BE ROOT PRUNED DESIGNATED BY THE ENGINEER PER SPECIFICATIONS AND AS 0 INSTALL ROOT BARRIER PER DETAIL "A" STRIPING PLAN - --· ~·---· ,_,., ·---· ·--·-"'~ ----"" ----~--~ -- -·-----~--* '-ROW • -✓ STRIPING PLAN -WORK AREA 2 ? SCALE 1 "=40' MEDIAN CURB & GUTTER ~~-cc,.,, STRIPING AREA ----c..--cc:_-:::.; ·-=·------------·-· -----;::--·---------EXISTING STRIPING ' ROW --------. ------• - STRI Pl NG PLAN -WORK AREA 1 SCALE 1 "=40' 45' 100' 75' 115' 140' 155' R/W R/W CONC. SIDEWALK PER I 230' 247' 295' 318' 385' 430' CONSTRUCTION PLAN -WORK AREA NO. 2 SCALE 1 "=40' VARIES 60' -79.5' 128' (MIN) -147.5' (MAX) ~ R/W VARIES 68' -79.5' VARIES 44' -53' TYPE "A2-8" CURB PER APWA STD. NO. 104 7' 7' VARIES 44' -53' 9' 8' OR OR r 9.5'1 9.5 5A 3A 6 7 I ·, I_ MIN. SUPER 2% VARIES 1 O' -20' I ~~~PER 4% ~~~~~~~~, ¼ "/FT~t CONC. SIDEWALK PER ~----=--~-~-c -OGEMA STD. NO_ 1205 =-=-::_·--~=~---~--J I ME~AN CURB-; -------• -----TYPE "A2-8" CURB PER GU ER APWA STD. NO. 104 EXISTING CROSS SECTION TYPE B A.C_ 0.5' STA. 91+00 TO 104+00 NOT TO SCALE 132' R/W 64' 44' I 'l '·1 ./' , ~ l-----15A 3A 6 7 f----1 VARIES 1 O' -35' CONC_ SIDEWALK 1.7% ~------- -"" 1. ----=-f -T -NO. 1205 MEDIAN ~UR~ & ~~---~----.:.:_-::_ -~ 5 ~ TYPE "A2-8" CURB PER TYPE 8 A.C. 0.5' TYPE "A2-8" CURB PER APWA STD. NO. 104 GUTTER ~ APWA STD. NO. 104 TYPE 8 A.C. 0.5' EXISTING CROSS SECTION STA. 106+00 TO 124+00 NOT TO SCALE REF. PLAN NO. R-5827-S 0 C 0 L " ·"- E 0 <D 0-, c,, ;< "O ui I "' "' 0 <D I 7 .c ~ ::, 0 if) 0 -"' L CD "' ~ C " E ~ 0 L 0.. E en C ·,: c:, '1. 0 "' ::. if) X ~ X 7 if) 1-w tu Q:'. I-~ c,, C ·c: " ., C c,, C: C-4882 ~ ....--....... ----,-------------------i----r---------,~=~~'.:'7.~~~-.-----------------------------;S! APPROVAL RECOMMENDED: ~ LEGEND IZZJ 3 INCH COLD MILL AND 1 INCH LEVELING COURSE TYPE 111-B2 PG 64-10 AND 2 INCH OVERLAY COURSE TYPE III-C3 PG 64-10 No_ 70740 xp. 06-30-11 CJV!l, PLAN AND STRIPING SHEET u e NEWPORT COAST DRIVE ~ { STA. 91+00 TO STA. 124+00 rn 1-...;;;;;.;;.;;.;..~;::::,;,;.;;,;;=.;._4 ____________________ ..,. ________ """.'."----t~ DESIGNED, PA DRAWN: JW c1TY oF NEWPORT BEACH .,_R_-6_0_2_2_-_s---1 J L ______________________________________________________________________ ..l,.;,,N:.::0::.. J__:D::.ATE:.:_.....1.:D,:ES::.:C::.:Rl::.PT.::.I0:.:.N_o;_F_R.::E::.Vl.:Sl,:0N.::S:_ _________ ..J...A_PP_R_oVE_-_D,1_ _______ ..L,c_H_Ec_K_rn_,_.:;P~ALo_A.;;;:f:;;:.iw.1:;;:.5:,,;2~01:,;;2.,__ ____ P_u_B_L_lc_w_o_R_K_s_o_E_P_A_R_T_M_E_N_T ____ i,,..sH_E_ET_O_7_o_F_O_8__,::- ~ LT T 0 12" WHITE Z LIMIT LINE 0 1- u 13'3 ::::) P,.--.L-L....110 ~--.....;.-., t 0::: 12·~ 1--- (/) z 0 u z (_') w m I- 12'==1:> 11 •-=l>- 11' <). 1 2 ' ""'i'P- I -------------- (_') 0::: w z _J I u I- <( 2 J'(' i'<' / ,, ___ ./ 12" WHITE CROSSWALK 38 IT'TTTTTTTTT, . A EXIT 73 FREEWAY 38 1-------- i.o IN ;._ ;._ ..--.---.- U) ~ ~ - 0-----,, 1 2" WHITE-~ft=t=tf-1 LIMIT LINE - -, ITI i i 1 1·11·111-, ITJTfTTTTT[TT! ITT lflTi TT 1·1 I I I 11 I I 11 rn TTITTl'nTl'rrm-• 1TTfTTn-nTTTTTT1 TTTTTT] I TlTi 11' BRISTOL -8" WHITE S. 73 FREEWAY 380' _ _ _ _ .J:mo:i.. 12" WHITE CROSSWALK 12" YELLOW CHEVRON @ 50 FT SPACINh--------~----------- 5-5' w > <( 11 ' !I ·11 i ii 11 ~~ -N "'i11tn11l1"' N -• I ....... ..... ..... -.-..--' .- ' : ' -.-1 ..-- I u er: (I] Ct: w Q_ ~ 0 z w A ___,--8) lYPE VI PAVEMENT ARROW @ 80 FT APART __ ~ TYPE VI PAVEMENT ARROW @ 120' APART I- I (_'.) 0::: 5 0 _J 'mTTI lfTTTiTTTTTTTrn·rrr !TfT fTITTTTT'iTTT7T'fTIT1TTTTlTTTrrTTT1TTT•r--, _ Ld m 12" WHITE CROSSWALK BRISTOL 11 • 11 ' ----12' ----12' 5_5' -~--------- ST S. 12' 11 ' 11 ' 12' • • i ' • I rrr i rrr rn1Trnrrrrr,--1'"--... ' ' '' 'n nrrn·-,y--' ' I / / f I T·r~,,-r,-,---' • I ! i I ) I I 12' 12' w w- (/) ----- 12' 11 ' 11 ' 1 1' 10' 115' 1-(/) (/) (/) w er: CL >-u 12' 5.5' w z _J I u ~ 2 I- LL w _ _J 12" WHITE ,,----,LIM IT LINE 1 I , -nTTT17TTTTTTT 5 0 _J I w (I] w w (/) I I 12" WHITE DIAGONAL @ 50 FT SPACING w u ::::) w z _J I u I- w I z (_') _J 0::: I uJ u > I-0 <( m 2 <( w w (/) er: CL (I) 73 FREEWAY 38 9 i ["'"TTTT' r=1 A / j. __ : 7-TTT----.' ,,('·- ! TTTTTTTTll-n-n n TTl7TnTll7T TfTl7-f rrr11Trrn-n-nr1Trrr1rri-1-111 1111TTTTTTTTTTTT77n--,-n-1·11r·rr1rTTTTTrrTr~, 1 ,1TTTTT 1 ! 1 1 1 1 1 TTlTTTTTrrnTTTTTI-,-,-,,~, rT rr rrrd 12" WHITE h--\\ NNNN ':q-. !-7-'-II ~ ; f ~ I ~ I LIMIT LINE l---------------.... ~~===-:~2!42_ _______ ~-----------_:_::4~=-=-~~;_;:_:_:_:_:_~~=-1=-=-=-=-=-=-=-=-=-~~~~;;;~=-,=[J=~ 12' .$' 260' 12 .$' 12' (50')~ " ~ ~ 11' 11' 20' BRISTOL ST S. ==t>- ";\). ";\). 12" WHITE CHEVRON @ 25 FT SPACING 11' 255 17' (50') ~ ~ ";\). ";\). ~---------:;,,---1 2 " W H I TE 11' I I I I (i I CROSSWALK I U1 rn C',J N c-.1 -.o[· N N N N <t:>o:: ..-----1...-1..-..-- , 0 er: r i z 0 1-(_) ::::) er: 1- (/) z 0 u 0 z w ~ 2 GENERAL NOTES L ALL STRIPING DETAILS, MARKINGS, MARKERS, ETC_ SHALL BE PER STATE OF CALIFORNIA DEPT. OF TRANSPORTATION STANDARD PLANS, 2010 EDITION, 2. TEMPORARY TRAFFlC STRIPING AND MARKINGS SHALL BE PAINT APPLIED IN ONE COAT AND AS SOON AS POSSIBLE WITHIN 24 HOURS AFTER THE FINISHED COURSE OF PAVEMENT HAS BEEN APPLIED. ' • , ' < • < • • , ' ,! , -, 3, ALL FINAL STRIPING SHALL BE "SPRAYABLE REFLECTORIZED THERMOPLASTIC" APPLIED AT A MINIMUM ' THICKNESS OF 0-45 MM. CROSSWALKS AND LIMIT LINES SHALL BE APPLIED AT A MINIMUM THICKNESS OF 0.90 MM. ALL CROSSWALKS AND LIMIT LINES SHALL BE 12" WHITE UNLESS NOTED OTHERWISE. THE FINAL STRIPING SHALL NOT BE APPLIED UNTIL THE PAVING/SLURRY HAS BEEN IN PLACED FOR AT LEAST 15 DAYS. 4. THE FIRE HYDRANT PAVEMENT MARKERS SHALL BE LOCATED PER CITY STD-902-L 5. ALL REFLECTIVE PAVEMENT MARKERS SHALL HAVE GLASS REFLECTIVE FACES. NON-REFLECTIVE PAVEMENT MARKERS SHALL BE CERAMIC. 6. THIS PLAN IS ACCURATE FOR STRIPING ONLY. 0 LEGEND X -~PA~VE=ME~N~T~D~ET~A~IL~NrnUTTMBITTE~R~PWEnR~cA·~m~AN=s~s=T=AN=D~AR=o~ w w 0:::: 0 (I] TYPE IV LEFT OR RIGHT PAVEMENT MARKING ARROW TYPE I (18 FT) PAVEMENT ARROW TYPE VII LEFT OR RIGHT PAVEMENT ARROW "LEFT" PAVEMENT MARKING "TURN" PAVEMENT MARKING "ONLY" PAVEMENT MARKING --CHANGE IN PAVEMENT DETAIL NUMBER 8 "BIKE" PAVEMENT MARKING L "LANE" PAVEMENT MARKING 1' BIKE LANE ARROW PAVEMENT MARKING 73 "73" PAVEMENT MARKING FWY "FWY" PAVEMENT MARKING S "SOUTH" PAVEMENT MARKING N "NORTH" PAVEMENT MARKING 50 FT ~--~Ill TYPE G MARKER L 4" SOLID WHITE DETAIL A i ' 2 <( -::, E 1 REF. T-5949-S , ~~-~--------~~A-PP-R◊-VE◊----~----S-T_R_I_P_IN_G_S_H_E_E_T ____ f CITY TRAF -INEER R,C.E. NO. 45521 DATE 5-l?-12. BRISTOL STREET SOUTH IRVINE AVE/CAMPUS DR TO JAMBOREE RD DRAWN PT CITY OF NEWPORT BEACH R-6022-S 1---~-~---R-E-v-,s-1o_N_S------~---C~HE"°'CK""E-=-D--l-:Dc,-ATE=--~-i DATE BY DESCRIPTION APP'D. DESIGNED 1B 3 30 12 PUBLIC WORKS DEPARTMENT SHEET 8 OF 8