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HomeMy WebLinkAboutR_7026_SC)PROJECT LOCATIONS SYMBOL -0-PO\IER POl£ •SEVlal ClEANOUT <SI SEIIER MANHO'..£ @ STCRM DRAIN MANHOl.£ o()Q FIRE HYDRANT WATER METER .. STREET UGliT PUll BOX Ill TRAFFIC SIGNAL PULL BOX :i>----o STREET LICHT 0 WATER VALVE <-GUY WIRE 6 SUR'IEY MONUMENT SIQI VAULT� e TREE: •IRRIGATION CONTR<l. VALVE 1111 CABLE TV Pl.l.l. BOX CORING LOCATION C>filCTRICAl MANHOLE IE! El.ECTRICAL PIJU.. BOX � 0Uloo«; -- - - EXISTING CONSTRUCllON ----PROPERTY LINE ----N£W CONSiRIJCllON ---t---CEIITERUNE ----S----SOER UNE -··-W-·-WA!ER UN[ ----G---GASUNE -[--El.EClRICAL UN[ --T--IO..EPHONE UNE -CATV-CA8l£¥1SION LINE -SP-SPRINKLER SYSTEM -x-x-x-F'EHCE = BI.OO(WAU. VICINITY MAP NOT TO SCALE ABBREVIATIONS (IN ADDITION TO CREENBOOK SECTION 1-3.2) AB AGCREGA TE BASE AAV AIR REUEF VALVE ACP ASIIEST05 CEMENT PIPE 1£ ASPHALT CONCR£1£ BC BEGIN CURVE Bal BEGIN CURVE REllJRN B\IC OCGIN lotffllCAL CURVE BU( BLOCK ca CATCH B-0 CAST� i CUHERUNE �B QTY CJ" NEVIPOOT BEAOI a. CLASS aJI CU:AR Cai(; CURB AND CUTTER E EAST /ELECTRIC EC (ND CURVE ECR ENO CURVE RETURN £11\: END ',fRTICAL CURVE £)11Sl EXISTING FlG fl.ANGE FE FLANOO> END FL FLOW LINE FM FORCE MAIN G GAS CV GATE VALVE GB GRADE BREAK CE CllOOW END IP&T IRCN PIPE AND TAG LT MAX MAXIMUII MJ MEOIANICAL JOINT MIN MINIIIJM NG NATURAL GROJNl N IIOl!TH NTS NOT TO SCALE NO NUMBER 0G ORIGINAL GROUND PCC PORTlAND CONCRETE CEMENT PC PLAIN END PRCP PROPOSED PB PUU. BOX RCP REINF<JlCED CONCRETE PIPE RET RETAINING RT RICHT SOI s SDER S<O 5[a[R Q.EANOUl SMH SEU MANH<U SHT SHEET SW Sl0£WAU( s SOUTH SCE SOUlHERN CAUFa!NIA EDISON SQ SQUARE STl STEEi. T lEW'HONE TC TOP Of" QJRB w WEST/WATER W/ 1111TH CALL TOLL FREE 1-800-227-2600BEFORE YOU DIG PUBLIC WORKS DEPARTMENT CITY BRIDGE DECK MAINTENANCE PROJECT (21R13) BALBOA ISLAND BRIDGE (BRIDGE# 55C0014) 38TH STREET BRIDGE (BRIDGE #55C0261) BISON AVENUE BRIDGE (BRIDGE #550639) BONITA CANYON DRIVE BRIDGE (BRIDGE #55C0619) JAMBOREE ROAD BRIDGE (BRIDGE #55C0149) C-7679-2 BALBOA ISLAND BRIDGE (Sheet 2} MoT Tb scfil 38TH STREET BRIDGE (Sheet 3) NOT TO SCALE BISON AVENUE BRIDGE (Sheet 5) Nol lo sCAI£ BONITA CANYON BRIDGE (Sheet 6) Not To scAt£ EMERGENCY TELEPHONE NUMBERS SOUlHERN CALIFORNIA GAS COi' ANY SOJ1HBIN CALIFORNIA EDlSON calPANY ATIT TB..El'H�E COMPANY CnY � NEW'ORT BEACH UllLITlES IJEPARTMENT CRANQ: COUNTY SANITATION OISTRICT TIME WARNER CABLE U,a:,«;ROIJND SERW:E ALERT 111\Y 800) 624-6153 1100 ! 611-1911 800 332-1321 949 644---3011 n♦ 962-2411 714 542-6222 (800) 422-413J !!!!l!!! (949) 644--3n7 (800) 422-41Jl DATE: JAMBOREE ROAD BRIDGE (Sheet 4) NOi 10 still 1. ALL WORI< DETAILED ON--,™ESE Pl,AIIJ.S TO BE l'ERFORME!;l UNOE11 CONTRAC� BE CONSlRUCTED IN ACCORDANCE WITH THE "STANDARI> SPEOIACATIONS FOR. �UC WORKS CONSlRUCTION", 2015 EDITION ANO SUPPLEMENTS 10 DATE, EXCEPT AS.OlliERWISE STATED IN n-tE CITY'S STANOARO SPEOAL PROVISIONS. OR IN lHIS C�lRAcrs SPECl�:·P_ROVISIONS. 2. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR \£RIFYING n-tE ACTUAL LOCATION ANO ELEVATION IN THE FIELD PRIOR TO BEGINNING CONSTIRUCTION. 3. ALL EXPOSED CONCRETE SURF"ACES SHALL CONFORM IN GR-'OE, COLOR. DIMENSION, ANO FINISH TO ADJOINING IMPROl,£MENTS UNLESS NOTED OTHER'MSE. 4, P.C.C. SHALL BE Ct.ASS 560--C-3250 5. ANY DISCREPANCY IN THE ORA'MNGS OR SPEClFlCAllONS SHALL BE CALLED TO n-tE ATTENTION OF THE ENGINEER. FAILURE TO DO SO WILL PLACE RESPONSIBILITY ON THE CONTIRACTOR FOR CORRECTION. 6. ANY WORK NOT INDICATED ON THE DRAWINGS BUT CALLED FOR IN n-tE SPECIFICATIONS, OR VICE-VERSA, SHALL BE FURNISHED AND PERFORMED AS lHOUGH SPECIFICALLY INDICATED AND CALLED FOR IN BOTH. ANY WORK NOT INSTALLED ACCORDING TO DRAWINGS AND SPECIFICATIONS OR ORDINANCES ANO LAWS SHALL BE REPLACED AT CONTRACTOR'S EXPENSE. CONSTRUCTION NOTES ! t--------------------------------1 � 0 PROTECT IN PLACE © REMOVE AND REPLACE SlRlP�G AND PAVEMENT MARKINGS � � � \V SEAL DECKS WITH HIGH MOl.£CULAR WEIGHT METHACRYLATE -0 JOINT REPAIR. SEE DETAIL ON SHEET 2 1-------------------------.] SHEET INDEX ., 1---------------------------------1 � ,i; 1 TITLE SHEET 2 BALBOA ISL.ANO BRIDGE J 381H SlREET BRIDGE 4 JAMBOREE BRIDGE 5 BISON AVE BRIDGE 6 BONITA CANYON BRIDGE � � � 7 BISON A 1/f. STRIPING PLAN I REVIEWED: DESIGNED; DRAIIN: a. Cl DATE: TS 06 22 022 8 2 "'"' C-7679-2 � TITLE SHEET I CITY BRIDGE DECK MAINTENANCE PROJECT � CITY OF NEWPORT BEACH R-7026-S 1PUBLIC WORKS DEPARTMENT SHEU 1 OF 7 °3- - .. • ~ ~ ~ PROJECT LOCATION ,. ,, 1 ·• • G~NEAAl -NOTES-:~ ,..,,;,,;_..• RECORD DRAWINGS These Record Dra½'ings 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 v.tiich may have been incorporated into these plans as a result. C 0 ::, ~~ TOIIISAH~~ ~ ASSISTAMr Cl ENQN£ER m i--::=:::::...;;;::...::=::.:......i~-----------"""'T-----t 7 s. o 19'-7''-J:. .. 137'-r± BEGIN BRIDGE II u BENT 19 BENT 17 BENT 20 BENT 18 BENT 16 , Datum E/81/atlon = -50. 0 9 Exlsf/11f1 seo wolf� ·•----------71-. �)i,-...;)�(--..1"-E--l)"-«�� 9 in w t! 0 i7i t0 z :5 �z � ::;; -1-1 o b\ BEGIN BRIDGE STA. 2+12.42 +/­ELEV. 8 . .3 +/- 2. I 1,r---1>/Jpl'ox waterllne at ION tide I I ' ! ! ! I 391-Z't ! J9'-4J"±. ! I 3 I BENT 15 BENT 14 Total length 398'-8"-J:. measured olong t Morine Alie BENT 11 4 I BENT 10 BENT 7 ELEVATION NOT TO SCALE ls o l!T-l"t 137'-f'± BENT 5 BENT 3 "i f_Lf/V\. ! t-J,A ,ED 48'+5"± 2.6'-J' ·t 48'-!J"± .3!¥-1-J•t: :::_ __ ::::$:: ___ :_ �--= 4'± I 2.6'-4"t I BENT 11 PLAN NOT TO SCALE CONSTRUCTION NOTES 0 JOINT REPAIR DETAIL. SEE HERE NO. DATE DESCRIPTION OF REVISIONS BENT 1 6 ... _._ .. _ �END BRIDGE APPROVED vi r )> z 0 U) 6 fTl �11.. 9'-(J't: 10'-(J't : ,o--rrt 9'-(J't It� -,. j/( Brld(JIJ I n i n l L ____ , __ \.----!____ _j I-··,t. ,-�� (! r---i [ ,,_c-1 □' f� 1 .--L....1-.--4-i----·L ---'-j I , I i ==TJ_JIJI[j�-"--�--- � 1-y 1 J LJ 4l U lj 1.� U ILE 1 PILE 2 PILE 3 PILE 4 Pl E 5 PILE 6 PILE 7 PILE 8 PILE 9 j 20'-(I'+ PILE 0 24'-(;;'t TYPICAL SECTION NOT TO SCALE 0.5" <] [iJ EXISTING DECK JOINT i PILE 10 [3J IF REQUIRED, INSTALL COMMERCIAL QUALITY CLOSED CELL POLYETHYLENE ROD STOCK WITH GLAZED SURFACE. DIAMETER = JOINT WIDTH + ¾ " 0 INSTALL CAL TRANS "TYPE A" JOINT SEAL. PLACE JOINT SEAL 3" UP INTO CURB OR RAIL ON LOW SIDE OF DECK 8:) REPAIR v.t:AKENED AC, AS DETERMINED BY ENGINEER SUCH THAT A CLEAN STRAIGHT SAWCUT LINE CAN BE FORMED FOR JOINT SEAL APPLICATION >. z < "' �§ � 6 � END BRIDGE JOINT REPAIR DETAIL � STA. 6+11.1 +/­ELEV. 11.1+/-NOT TO SCALE "' "'i3 N N C-7679-2 f PLAN �0 CITY BRIDGE DECK MAINTENANCE PROJECT BALBOA ISLAND BRIDGE (BRIDGE# 55C0014) t J.-DE-S-IC-NE -D,-TS_D_RA_WN_:_sc-1----C-ITY_O_F_N_E_W_P_O_R_T_B_E_A_C_H __ �-R---70_2_6 ___ s�i CHECKED: DA TE: TS 06 22 2022 PUBLIC WORKS DEPARTMENT SHEET 2 OF 7 ?- -B't. : r I i 0 ' t I w "il I E t 0. ~ - I N ~ ,,, N ;;;- 0 "' i vi z :5 a. 0 w Vl ~ 0: w (.) z < z I!! z < :, l'l 0 iii a, /: ~ iii 8 "' Vl z :5 ~ ,,, ;;; 5 ' ~ r--- I (.) < "6 :, ~ " i i, i arlne Avej• i Brld e . 0 . "' ~ 5 6 q a5 ,1 I ~ i=~--i ___ _ . , ... ·---·-· t.·-. .. I 9-t! < 0 :n ! ., CONSTRUCTION NOTES 0 PROTECT IN PLACE 0 REMOVE AND REPLACE STRIPING AND PAVEMENT MARKERS 0 SEAL DECKS WITH HIGH MOLECULAR l'f£1GHT METHACRYLA TE LEGEND � LIMITS OF WORK ---....____...._ -------LINE"/• ------- l/Nli•5" /tU;' � 81,NTNa / ---------- 40.75' TOTAL l.EIV6TII QC" awc.aG"TE BR/OGE = 88'-o• � BliNTN0.2 i 2e'-o· --------I ___ I -- � ----I I "'-._EQSTIN6 �NO LINE ELEVATION NOT TO SCALE PLAN NOT TO SCALE -.-------� =,t._..'-----� ------ IJ'-P" 40.75 I AS-BUILT J tJ o t:.-.H A/JC:-� TOP 0,,: t'ONC«TE 81/f.KIIE.4O Ar N'WLY, t:01211/&R OF �Tl/ 5T. AT"P/VO ,:JLTO ELGt[S.-_,lT..:_M.5.L. DATUM ·;; ::E .,, u .. 0 .. "' 'Q >, '-' <( z � 0 � §�VI c � er: er: =, (J N N I ! C-7679-2 i? ---.---........ ----------------r---.--------.--------,------------------------ig PLAN DESIGNED: DRAWN: CL CL CITY BRIDGE DECK MAINTENANCE PROJECT 38TH STREET BRIDGE (BRIDGE #55C0261) i t CITY OF NEWPORT BEACH __ R_-_70_2_6_-s_}L ____________________________________________________________ .,l.,::.No:·.1-....:;.o":.::TE::_..i.::o:::Esc:::R:::.1P.::TI0:::;N:..;OF:..::R.::.:Evi::.::S1:.:0N::.::s;._ _______ ....J..,;."P.;.PR;;,;o.,;.VE;,;.01-______ .L..CH-ECK_Eo_: ....!aTs:.i,.0_"���: 2�2i.:.2�02�2,L.... ____ Pu_e_L_1c_w_o_R_K_s_o_E_P_A_R_T_M_E _N_T ___ .._SH_E_ET_3_or_7�3- ...____ .:i>ar"" ---------------- -------- L/Nli".S' l./Nli",r ~ ---------............ V ·t .WdTlil?WAY 11 I I I 11·-,r 17 L, I ·1' Iii ·11 , I I I ~ ·t i; ~ ~ ; 1· T.B.M. < I g NOT TO SCALE EXIST. ASPHALT BIKE TRAIL SB To University Drive .. 68 BEGIN BRIDGE _;( STA. 168+30+ /-1 ELEV. 24.3+ /-\ \ \ <i;. Abut 1 ---............. -4 Abu: 1 l.:-:rt L EXIST ASPHALT_;\\\ BIKE TRAIL l.Je1l j 170 I L.len·. 4 Bent 5 171 I ELEVATION NOT TO SCALE PLAN NOT TO SCALE NO. DATE l3ent ti r,hut 'i 172 DESCRIPTION or RE"1S1ONS RIDGE NO. 55C-149L RIDGE NO. 55C-149R APPROVED -. � ... _ :;I·. --•r- CON�STRUCTION NOTES � ...- CD PROTECT IN PLACE 0 REMOVE AND REPLACE STRIPING AND PAVEMENT MARKERS @ SEAL DECKS WITH HIGH MOLECULAR WEIGHT METHACRYLATE LEGEND � LIMITS OF WORK [AS-BUILT] NO XIST. DIRT EQUESTRIAN TRAIL \ ND BRIDGE STA. 171+66+/­ELEV. 23.0+ /- \ NB To Rlc 73 & B'istu SL \ \ \ \ .... \ �XIS! DIRT EQUESTRIAN TRAIL PLAN CITY BRIDGE DECK MAINTENANCE PROJECT JAMBOREE ROAD BRIDGE (BRIDGE #55C0149) ·o 2 .,,_ 0 "0 .."'" >, � � � .... D-ES-ICN-m-, -c ...... L -DR-AWN-, -CL-+----c-,TY-o_F_N_E_WP_o_R_T_B_E_A_c_H ____ R ___ 7_02_6 __ -s-} CHECKED: DATE: TS 06 22 2022 PUBLIC WORKS DEPARTMENT SHEET 4 OF 7 3- 169 D0,1,rn [l~v -, 30 O\J ~' 33G' O" XIST. DIKE \ \ I "' ~ z :s a. 8 "' ~ "' tl z < z le! ~ " w '-' C, ii: a, /: G ffi ~ N N I ~ C-7679-2 1 -~ ~=i=-~-_:_----===:=+a-~~--~i CONSTRUCTION NOTES CD PROTECT IN PLACE 0 REMOVE AND REPLACE SlRIPING AND PAVEMENT MARKERS 0 SEAL DECKS WITH HIGH MOLECULAR WEIGHT METHACRYLATE LEGEND � LIMITS OF WORK NOT TO SCALE NOTE: CONTRACTOR SHALL VERIFY ALL DIMENSIONS. _::.::�.�· .. -r.:_· .. ·· .; ... ;._. ·-�����;: ·-=:-: ... "' i ui z :5 Cl. D w V) � w u z < z � z ;;; ::i; w "' D ffi � 9-� iii � § [ AS--BUILT' ! �J���=========E=i---7---�/J::(")��<:.�����/V.�C:::£=>��;;--:::-------0.�� IT==r-----==u I C-7679-2 _g!:' PLAN CITY BRIDGE DECK MAINT j BISON BRIDGE (BRIDG��';o�£F PROJECT I NO. DATE DESCRIPTION OF REVISIONS APPROVED DESIGNED: Cl DRAWN: CL CHECKED: DATE: TS 06 22 2022 CITY OF NEWPORT BEACH R-7026-S � .. � PUBLIC WORKS DEPARTMENT SHEET 5 OF 7 3, ,· .. 1·'L· ~;,-''!l ~- i. .. ,. !,, -· &, '-.. :, ~ i.;'l°"'i .... ':-.t.J ,,, ,.. , - ~~ :. t., ~ ··~ ·.~·,:·" :.:-=-:: '· --;":'.• -~~f;~ =.::.... ____ -":-! _ .... ....,..,.,......,,, -,=JtZrr..z --------=-_-: ----- f - 'd VI z :'.I ~ ir 5 I ~ :e I u R/vl II' 11' I I �� ---7,' I _1 ¾0-7 G CONSTRUCTION NOTES CD PROTECT IN PLACE ® REMOVE AND REPLACE STRIPING AND PAVEMENT MARKERS 0 SEAL DECKS WITH HIGH MOLECULAR WEIGHT METHACRYLA TE VARIES (66'-S2') I VARIES (63'-66') VARIES {33' :.J') I VARIF'� V4RIC:S (33' 36') l{'!>'-2()" t-r,, "°''" i-f'-t--, I I I I I I I I I I I I I I I I I I I I_I /_I TYPICAL SECTION BONITA CANYON DRIVE FROM STA 55+58.22 TO STA 57+71.79 (RESIDENCIA TO BRIDGE OVER CROSSING) R/VI s· 5' g rr--._:--_:-_J -----r, \ -: . : --0 �/;, �.� II' I I ·:;-- 11' ---- 58' VARIES (58'-80') JJ' I/ARIES VARIES (33'-65'} r:�" IIEDIAN rf-t--,, I I 11 TYPICAL SECTION BONITA CANYON DRIVE FROM STA 62+72.00 TO STA 71+81.17 (BRIDGE OVER CROSSING TO MESA VIEW DR.) !,' !,' II' ----- R/W I I 1:::; .,, u .. 0 " "'.., � >, 9-� < z < 0:: 0 � B � I 0 0 2 NOTE: CONTRACTOR SHALL VERIFY ALL DIMENSIONS. r5 0:: 0:: LEGEND � LIMITS OF WORK :::, u N N I i C-7679-2 iPLAN CITY BRIDGE DECK MAINTENANCE PROJECT BONIT A CANYON DRIVE BRIDGE (BRIDGE #55C0619) � t m 1-----------si---------------------------1� DESIGNED: CL DRAWN: a CITY OF NEWPORT BEACH _R_-7_0_2_6-_S_ i _____________________________________________________________ _,1._N_D·...1..._D_Arr_ ..... D_Es_C R_IP_TI_ON_or_R_rn_s_1o _Ns ________ .....J1...AP_P_Ro_VE_D.J... ______ ...1...CH-E_cK_£_o,....lTS�D..l: A��=�22�20�22� ____ P_u_B_L1_c_w_o_R _K_s_o_E_P_AR_T_M_EN_T ___ .J_SH_E_E_T_6:::...._or.....:.7.....J? 1 ·, ·--EX. --, 1- I I I _1 EX. 'i' / C&G°.Y-- r I I I I 11 u I I 11 11 I 11 11 u TO VERIFY ---- ·r ·-c. _cJ -r1 EX. I I ,-~ ev•I I.:_ I ~ '\: -CV ~ "fi. ~· E ~ ,, SIGNING AND STRIPING GENERAL NOTES 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE PROJECT SPECIAL PROVISIONS, THE STANDARD SPECIFI CATIONS FOR PUBLIC WORK S CONSTRUCTION (GREENBOOK), 2015 EDITION AND ALL SUPPLEM ENTS, THE CALTRANS STANDARD PLANS, DAT 1 ED 2010, THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CON TROL DEVICES (CA MUTCD, REV. 5), 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 OR STRIPING. 3. THE EXACT LOCATION OF ALL PERMANENT PAVEMENT MARKINGS, TRAFFIC STRIPING, AND/OR SIGNAGE SHALL BE ACCEPTED BY TH E ENGINEER OR HIS REPRESENTATIVE PRIOR TO APPLICATION. 4. MATERIALS SHALL COMPLY WITH SECTION 214-''TRAFFIC STRIPING, CURB AND PAVEMENT MARK INGS AND PAVEMENT MARKERS" OF THE SPECIAL PROVISIONS. 5. THE FINAL REFLECTORIZED THERMOPLASTIC STRIPING SHALL NOT BE APPLI ED UNTIL THE FINISHED COURSE PAVEMENT OR SLURRY SEAL HAS BEEN IN PLACE FO R AT LEAST 10 DAYS BUT NO LATER THAN 15 DAYS. THE THERMOPLASTIC SHALL BE APPLIED AT 1.5mm (60 mil) TO 2.0mm (80 mil) THICKNESS FOR ALL STRIPING EXCEPT CROSSWALKS AND LIMIT LINES WHICH SHALL BE 2.5mm (100 mil) TO 3.0mm (120 mil) THICKNESS. STRIPING SHALL BE APPLIED BY EXTRUSION METHOD. SPRAYABLE THERMOPLASTIC STRIPING SHALL NOT BE ALLOWED. 6. INSTALLATION OF TRAFFIC SIGNS SHALL BE PER THE SPECIAL PROVISIONS AND INSTALLED ON NEW POSTS, EXISTING POSTS, OR EX ISTING STREET LIGHTS WITH NEW BRACKETS AND STAINLESS STEEL HARDWARE. ALL SIGNS INSTALLED ON BICYCLE SIDEWALKS SHALL PROVIDE 8 FT MIN. CLEARANCE TO BOTTOM OF SIGN (EXCEPT R26 OR R28 SIGNS). SEE CITY STANDARD DRAWING NO. 924-L. 7. THE CONTRACTOR SHALL REMOVE ALL CON FLICTING TRAFFIC STRIPING AND PAVEMENT MARKINGS BY WET SANDBLASTING. 8. R81(CA) SIGNS TO BE 12"x8". BISON N N N N W74(CA) "ARROYA PARK" L R81 (CA) R81A(CA) SIGNING AND STRIPING CONSTRUCTION NOTES (THIS SHEET ONLY) INSTALL STRIPING DETAIL OR PAVEMENT MARKING AS INDICATED. INSTALL 12" WHITE CROSSWALK OR LIM IT LINE. CROSSWALK SHALL BE 1 O' IN WIDTH (INS IDE TO INSIDE), UNLESS OTHERWISE IN DICATED . INSTALL 12 " WHITE DIAGONAL OR CHEVRON . SPACING AS NOTED. INSTALL "BIKE LANE" AND BIKE LANE ARROW. INSTALL SIGN. REMOVE SIGN. REMOVE EX ISTING CON FLICTING STRIPING. 39A SHOPPING CENTE R 1 1 ' N 11' 0 R81 (CA) r- W73(CA) _NB:.l,19 ____ _ - . ~ r BAYSWATER DET 26 DET 39 ~ DET 12 6" WHITE DET 38 10' SPAC ING - .r DET 38 TYPE R3-7 50' ·I 'C .. DETAIL "A" 4 WHITE STRIPE NO SCALE 1 R9-3 (ON SIG. POLE) R9 -3 (ON SIG. POLE) 6 5 POLE) 20' SPACING SCALE: 1 "= 40' C-7679-2 (l) C (l) (l) ~ E'.' E 0 co I') .. - C 0 '" ~ 0 <{ 0 / C: 0 D.. Cl> .s: Q. ·c:: -(J) ~ <{ C 0 "' (I) ./ ~ N N N <.D 0 "' ::, 0 ·c;: "' ~ D.. ~ "" "' 0 ,---,------,---------------------,---.-----------,----:-,------------,--------------------------------1'> APPROVAL RECOMMENDED: SIGNING AND STRIPING PLAN ~ NO. DATE DESCRIPTION OF REVISIONS APPROVED No. 45521 Exp. 12-31~22 ANTONY BRINE RCE 45521 CITY TRAFFIC ENGINEER BISON AVENUE SR-73 NB ON RAMP TO BAYS WATER/SHOPPING CENTER w f- m D.. z l-::-::=:-:-:=--r,c:,-----t----------------------..----------lt0 DESIGNED: RG DRAWN: RG CITY OF NEWPORT BEACH R-7026-S ~ CHECKED: DA TE: PUBLIC WORKS DEPARTMENT SHEET 7 OF 7 0 / BS 5 27 2022 .._ ________________________________________________________________________________________________________________________ ...., _______ _ _ SIGNING AND STRIPING GENERAL NOTES: 1. ALL WORK SHAU. BE IN ACCORDANCE WITH THE PROJECT SPECIAL ::---·PROVISIONS, THE STANDARD-SPECIFICATIONS FOR PUBLIC WOR.KS CONSTRUCTl0N (GREENBOOK), 2015 EOITION-ANO·-ALL SUPPLEMENTS, THE CALTRANS STANDARD PLANS, DATED 2010, THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (CA MUTCO, REV. 5), DATED JANUARY 2014, THESE PLANS, ANO THE CITY OF NEWPORT BEACH STANDARDS ANO POLICIES. 2. THE LAYOUT FOR ALL PROPOSED PAVEMENT MARKINGS AND/OR TRAFFIC STRIPING SHALL BE "PRE-MARKED" ANO/OR "CAT-TRACKED" FOR INSPECTION BY THE ENGINEER OR HIS REPRESENTATIVE PRIOR TO FINAL APPLICATION OF PAVEMENT MARKINGS OR STRIPING. 3. THE EXACT LOCATION OF ALL PERMANENT PAVEMENT MARKINGS, TRAFFIC STRIPING, ANO/OR SIGNAGE SHALL BE ACCEPTED BY THE ENGINEER OR HIS REPRESENTATIVE PRIOR TO APPLICATION. 4. MATERIALS SHALL COMPLY WITH SECTION 214-iRAfFIC STRIPING, CURB ANO PAVEMENT MARKINGS AND PAVEMENT MARKERS" OF THE SPECIAL PROVISIONS. 5. THE FINAL REFLECTORIZEO THERMOPLASTIC STRIPING SHALL NOT BE APPLIED UNTIL THE FINISHED COURSE PAVEMENT OR SLURRY SEAL HAS BEEN IN PLACE FOR AT LEAST 10 DAYS BUT NO LATER THAN 15 DAYS. THE THERMOPLASTIC SHALL BE APPLIED AT 1.5mm (60 mil) TO 2.0mm (80 mil) THICKNESS FOR ALL STRIPING EXCEPT CROSSWALKS ANO LIMIT LINES WHICH SHALL BE 2.5mm (100 mil) TO 3.0mm (120 mil) THICKNESS. STRIPING SHALL BE APPLIED BY EXTRUSION METHOD. SPRAYABLE THERMOPLASTIC STRIPING SHALL NOT BE ALLOWED. 6. INSTALLATION OF TRAFflC SIGNS SHALL BE PER THE SPECIAL PROVISIONS ANO INSTALLED ON NEW POSTS, EXISTING POSTS, OR EXISTING STREET LIGHTS WITH NEW BRACKETS AND STAINLESS STEEL HARDWARE. ALL SIGNS INSTALLED ON BICYCLE SIDEWALKS SHALL PROVIDE 8 FT MIN. CLEARANCE TO BOTTOM OF SIGN (EXCEPT R26 OR R28 SIGNS). SEE CITY STANDARD DRAWING NO. 924-L. 7. THE CONTRACTOR SHALL REMOVE ALL CONFLICTING TRAFFIC STRIPING ANO PAVEMENT MARKINGS BY WET SANDBLASTING. 8 RBl (CA) SIGNS TO BE 12"•8". BISON ,. . R4-7 � "" e ---1r::::::::::::::::::J:::-..,....----1 �� 0 ����� BAYSWATER W74(CA) "ARROYA PARK" SIGNING AND STRIPING CONSTRUCTION NOTES (THIS SHEET ONLY) [2] INSTALL STRIPING DETAIL OR PAVEMENT MARKING AS INDICATED. IT] �1;��L\i��l•□:��E I,;5�g�t���E�; ����R��� ���i:T���K SHALL BE 10' IN 0 INSTALL 12" WHITE DIAGONAL OR CHEVRON. SPACING AS NOTED. 0 INSTALL "BIKE LANE" ANO BIKE LANE ARROW. m INSTALL SIGN. 0 REMOVE SIGN. 0 REMOVE EXISTING CONFLICTING STRIPING. ·,,, j,:, 50' DETAIL "A� 4" WHITE STRIPE NO SCALE AN() 1 tJ .5, A LL i-AtJE.. AT ( N fl"'{ I,') (ON SIG. (ON SIG. POLE) RQ,ID ENT.'" -1�. MJ-3, (CA), M6-2o #� SCALE: 1"•40' ., C .,.,"' E ell ,,, V, :, 0 ·iC-7679-2 i APPROVAL RECOMMENDED: SIGNING AND STRIPING PLAN BISON AVENUE ANi1�\::��� RiJGi�ii�1 SR-73 NB ON RAMP TO BAYSWATER/SHOPPING CENTER w ,.. Ill � 1-----........ ------------------------,-----:----:-:--:--,� DESIGNED: RG DRAWN: RG CITY OF NEWPORT BEACH R-7026-S � '-------------------------------------------------------------------...1.-N_o _ ... _oA_TE_....1,,o_E_sCR-1P_Tio_N_DF_R_E_V1_s1o_N_s _________ .....,A_P_PR_o_VE_o.,__ _______ ._c_H_Ec_KE_o_, ... es.._0A_TE_s'.,.2_,.1.,.2_02;;;;2 _____ P_u_e_u_c_w_o_R_K_s_o_E_P_A_R_r_M_E_N_r ____ s_H_EE_T_7_o_F_7_:;:, .. _ ____.., ••• ._.,. AS-BU\L1' SHOPPING CENTER ---- r 1 OET 39A 12 3 1 Q' SPACING rGJ TYPE r, t------'--"'°oo· oPEl•lll•G - I I