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HomeMy WebLinkAboutR_5785_S(.!) 0 z " z ~ ~ ~ rr . D w CL □ rr rr 0 □ I w u rr -II D 0 J D I z '.:l CL ~ 4 z rr D ~ ffi-:, 4 u w· ui z rr ~ 5 4 , g ITT ' ::J ,, 0 rr z •r . w w z , (.!) 0 D z z ,) ~ ~ ~ -ffi t·-. D CL 0 . rr C 0 0 w II I, u rr D 0 J D I 2 '.:l CL ~ ~ ~ ( ~ r:,. ' ' ~ II JC ~ rr D ~ II :, 4 LlJ u w ui z rr ~ 5 4 g ITT ' ::J 0 rr z w w z , 0 Jb/N 2 7 2001 FACILITIES DESIGN & CONSTRUCTION 7 r--r.=======::;::::;===::;==========:;=========:::;::::;===;-----------------------------------::---------------~ 'llCTORIA ST. ~ §! CITY OF ~ '°"-i-o a, COSTA "' 0 ~ MESA a, ,§' "' < < ~ ,c ST. ,\" N < REFERENCE INFORMATION ONLY FDR THE KEirH COMPANIES (TKC) ATTACHED PLANS THE KEITH COMPANIES PLANS BENCHMARK IS BENCHMARK NB5-13-70 ESTABLISHED BY ORANGE COUNTY SURVEY 1970 IN THE SOUTHWEST PART OF THE INTERSECTION OF SUPERIOR AVENUE AND PLACENTIA AVENUE, 41.7 FT. SOUTHEAST OF THE CENTERLINE OF SUPERIOR AVENUE, 219 FT. SOUTHWEST OF THE CENTERLINE OF PLACENTIAL AVENUE, 219 FT. SOUTHWEST ALONG THE SOUTHEAST SIDE OF SUPERIOR AVENUE FROM THE CENTERLINE PROLONGATION OF PLACENTIA TO THE NORTH, SET AT THE TOP OF THE NORTHWEST CORNER OF A 6 FT. BY 8 FT. CONCERTE CATCH BASIN. N, G. V. 0. '29 0. C. S. '95 ADJ. ELEV. = 89.774 FT. (27.363m) BENCHMARK EQUATION SUBTRACT 0.235m (0. 77 FT) FROM W.G. ZIMMERMAN ENGINEERING INC. (WGZ) ELEVATIONS TO GET THE KEITH COMPANES ELEVATIONS WGZ ELEVATIONS -0.235m (0.77 FT) = TKC ELEVATIONS JPUJBILJIC WORK§ DEJP AR TMENT APPROVED: w cu,il. Ma-v /7, ZcV/ PUBLIC WORKS DIRECTOR, RCE 16791 ..,, DATE APPROVED: Z /41-/2. 0 ~ f;-17-o I UTILITIES MANAGER, RCE 25553 DATE PLAN LIST TITLE· SHEET NO. W.G. ZIMMERMAN ENGINEERING, INC. COVER SHEET 1 OF 17 TYPICAL SECTIONS 2 OF 17 PROFILES 3 OF 17 PLAN AND PROFILE 4 OF 17 SIGNAL AND LIGHTING 5 OF 17 STRIPING PLAN 6 OF 17 CROSS SECTIONS 7 THRU 11 OF 17 TRAFFIC CONTROL AND CONSTRUCTION AREA SIGNING 12 THRU 16 OF 17 EROSION CONTROL 17 OF 17 THE KEITH COMPANIES 11<C (CONSTRUCTION BY OTHERS.) IMPROVEMENT PLAN 1 OF 5 IMPROVEMENT PLAN 3 OF 5 IMPROVEMENT PLAN 4 OF 5 PRECISE GRADING PLAN 1 OF 7 PRECISE GRADING PLAN 2 OF 7 PRECISE GRADING PLAN 5 OF 7 HORIZONTAL CONTROL PLAN 6 OF 7 PROJECT LOCATION VICINITY MAP NOT TO SCALI HO§JPJI1r AJL ROAD A 1r NJEWJPOJ1l 1r BOUJLJEV AR ll)) TAYLOR AND ASSOCIATES (CONSTRUCTION BY OTHERS.) PHASING PLAN PHASE 3 A-0.3 SITE DEMOLITION PLAN A-1 JllJI GH1r TURN JLANJE SITE PLAN A-1.1 SITE DETAILS A-1.2 RETAINING WALL ELEVATIONS A-5.1A ' " , i ' ,::;: ' (L ·•·.·.··.··. :' ::;: ' ·,,.-.. ,0:. -·o :, '· ••. \[) •• - " If) SYMBOL LEGEND --0-POWER POLE 0 MANHOLE 'l:f FIRE HYDRANT 0 METER BOX --0-----VALVE POWER POLE ANCHOR ,b, MONUMENT -x-x-x-FENCE BLOCK WALL 0 co TREE SHRUBBERY ASPHALT PAVEMENT EXISTING CONSTRUCTION PROPERTY LINE NEW CONSTRUCTION ---t.---CENTERLINE ----S----SEWER LINE ------W-WATER LINE ---G---GAS LINE --E--POWER LINE -TEL-TELEPHONE LINE -TV--CABLEVISION LINE -SP--SPRINKLER SYSTEM -SL--STREET LIGHT. :0: STREET LIGHT ~ :=c -=: =1 GARAGE OPENING L ___ J WINDOW * SPRINKLER ABBREVIATIONS AC ASPHALT CONCRETE ABAND ABANDONED ARV AIR RELIEF VALVE B/APPR BACK OF ALLEY APPROACH CATV CABLE TV co CLEANOUT (SEWER) DIP DUCTILE IRON PIPE DWY DRIVEWAY EV ELECTRICAL VALVE FE FLANGED END IP&T IRON PIPE AND TAG MJ MECHANICAL JOINT MON MONUMENT NTS NOT TO SCALE PCC PORTLAND CEMENT CONCRETE RC REINFORCED CONCRETE RCP REINFORCED CONCRETE PIPE RT RING TIGHT RWY RESILIENT WEDGE VALVE STL STEEL SW SIDEWALK VCP VITRIFIED CLAY PIPE WWF WELDED WIRE FABRIC GENERAL NOTES: 1. ALL WORK. EXCEPT AS OTHERWISE NOTED, SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THE APPLICABLE PORTIONS OF CAL TRANS "STANDARD SPECIFICATIONS" DATED JULY, 1999, AND CAL TRANS "STANDARD PLANS" DATED JULY, 1999, WHICH SHALL HEREINAFTER BE REFERRED TO AS THE "STANDARD SPECIFICATIONS" AND THE "STANDARD PLANS", OR "CALTRANS STANDARD SPECIFICATIONS" AND "CALTRANS STANDARD PLANS". 2. ALL DIMENSIONS ARE APPROXIMATE, CONTRACTOR SHALL FIELD VERIFY ALL UTILITY LOCATIONS, INCLUDING GAS, ELECTRIC, WATER, SEWER, AND TELEPHONE. 3. 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 OF THE NEW F AGILITIES. 4. CONTRACTOR SHALL REQUEST INSPECTION FROM THE PUBLIC WORKS DEPRARTMENT 48 HOURS IN ADVANCE OF PERFORMING ANY WORK AT (949) 644-3311. THE PUBLIC WORKS DEPARTMENT INSPECTOR SHALL ALSO BE NOTIFIED AFTER PLACEMENT OF FORMS AND PRIOR TO PLACEMENT OF ANY CONCRETE FOR CURB AND GUTTER SO THAT THE FORMS CAN BE CHECKED FOR LINE AND GRADE AND COMPARABILITY WITH EXISTING CONSTRUCTION. 5. THE CONTRACTOR SHALL NOTIFY THE UTILITY COMPANIES 48 HOURS IN ADVANCE PRIOR TO WORKING AROUND THEIR FACILITIES. 6. THE CONTRACTOR SHALL CALL UNDERGROUND SERVICE ALERT (1-800-422-4133) TWO DAYS PRIOR TO ANY EXCAVATION. 7. THE CONTRACTOR SHALL NOT OPERATE ANY MAIN LINE WATER VALVES. 8. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AT ALL TIMES DURING CONSTRUCTION AMPLE MEANS AND DEVICES WITH WHICH TO PROMPTLY REMOVE AND PROPERLY DISPOSE OF All WATER FROM ANY SOURCE ENTERING THE EXCAVATION OR OTHER PARTS OF THE WORK. 9. ALL ASPHALT AND CONCRETE CUTS SHALL BE PERFORMED BY SAWCUTTING. 10. ALL EXISTING IMPROVEMENTS, NOT BEING MODIFIED BY THIS CONTRACT, THAT ARE DAMAGED SHALL BE REPLACED IN KIND. 11. THE EDGES OF ALL A.C. PATCH OR JOINS SHALL BE SEALED WITH SS 1H ASPHALT. 12. TRAFFIC CONTROL AND CONSTRUCTION SIGNING SHALL BE PER WATCH HANDBOOK, OR THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION MANUAL OF TRAFFIC CONTROLS FOR WARNING SIGN LIGHTS AND DEVICES. 13. CONTRACTOR SHALL "PLATE" ANY EXCAVATION DEEPER THAN 2" PER WATCH HANDBOOK AND OPEN ALL LANES TO TRAFFIC AND PEDESTRIANS AT THE COMPLETION OF WORK EACH DAY CLOSING ANY LANE OF THROUGH TRAFFIC REQUIRES WRITTEN APPROVAL OF THE CITY ENGINEER. 14. CONTRACTOR SHALL COOPERATE WITH HOAG HOSPITAL AND OTHER FRONTING PROPERTY OWNERS. 15. ALL CONCRETE REPLACEMENT SHALL BE REPLACED IN KIND WITH 560-D-3250 CONCRETE. 16. CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES. 17. CONTRACTOR SHALL PROTECT AND PRESERVE EXISTING SURVEY AND BENCHMARK MONUMENTS AND SHALL RESET ANY IF DAMAGED. 18. CONTRACTOR SHALL CONNECT AND EXTEND ALL EXISTING CURB DRAIN OUTLETS THROUGH THE CURB AS NECESSARY TO A SATISFACTORY WORKING CONDITION ACCEPTABLE TO THE CITY REPRESENTATIVE. 19. LAW CRANDALL GEOTECHNICAL ENGINEERS SHALL FIELD REVIEW AND APPROVE RETAINING WALL FOOTING EXCAVATION PRIOR TO PLACING ·sTELL IN FOOTING TRENCH. 0 1-1-==JITiill[Qi~~bii[Qfil~=====]~~iii~illOQIJBlill~m~M@[=~i--=-:::-:::-:--:::=:--:-~=:::--:::-::=--:~=~=:::::-:--:=--:::;;::~~:--7 I STATE Of CALIFORNIA DEPARTMENT Of TRANSPORTATION PREPARED UNDER THE SUPERVISION □ F ct-Caltrnns 1. ,. ,t , REVIEWEO SY: APPROVED BY, . .\ '.'· ;:.: \ s·. J--R_CV,_ 0 _EW_C_?_O,._l<'E_, -------+-,.,.-P-R-OV_C_D -0-Al<'E-, -------j I · · · •. · ,. I 1 ,.Q \i t \./ILL . ERMAN EER PLANS APPRovf..~t(r2r W.G. Zimmerman Engineering, Inc. 1500 PACIFIC COAST HIGHWAY, SUITE D SEAL BEACH, CA90740 TEL.: 562-594-8589 FAX: 562-594-8549 GENERAL NOTES: (CONTINUED) 20. SPREADING AND COMPACTING OF THE AC SHALL COMPLY WITH THE TABLE SHOWN IN SECTION 39-6.01 OF CATRANS STANDARD SPECIFICATIONS (JULY, 1999). 21. THE PORTION OF AGGREGATE, AMOUNT OF ASPHALT BINDER AND THE REQUIRES ASPHALT CONTENT SHALL COMPLY WITH CAL TRANS STANDARD SPECIFICATIONS (JULY, 1999), 22. 23. ROADWAY EXCAVATION AND RELATIVE COMPACTION SHALL BE ACCORDANCE WITH SECTION 19-2 AND 19-5.03, RESPECTIVELY OF THE CAL TRANS STANDARD SPECIFICATIONS (JULY, 1999). IMPORTED BORROW, IF ANY, SHALL BE TESTED FOR CORROSIVE PROPERTIES PRIOR TO PLACEMENT. ALL IMPORTED BORROW SHOULD CONFORM TO SECTION 19-7.02 OF CAL TRANS SPECIFICATIONS (JULY, 1999) SHALL BE FREE OF ANY ORGANIC OR DELETERIOUS MATERIALS. 24. SUBSEQUENT TO CLEARING AND GRUBBING, THE UPPER 200mm OF EXPOSED SUBGRADE SHOULD BE PROCESSED PRIOR TO FILL PLACEMENT. THE PROCESSING SHALL INCLUDE SCARIFYING. DYING AND /OR WATERING TO OPTIMUM MOISTURE CONTENT AS NECESSARY, AND COMPACTING IN PLACE WITH HEAVY CONSTRUCTION EQUIPMENT. EXISTING APPROACH ROADWAY FOUNDATION PREPARATION SHALL BE IN ACCORDANCE WITH SECTION 19-5.04 OF CALTRANS STANDARD SPECIFICATIONS (JULY, 1999). 25. IF EXPANSIVE SOILS (E1>50) ARE ENCOUNTERED, A MINIMUM OF 600mm (2') OF THE EXPANSIVE MATERIALS SHALL BE REMOVED AND REPLACED WITH IMPORTED NON-EXPANSIVE BORROW SOILS HAVING AN R-VALUE OF AT LEAST 40. 26. ALL IMPORTED BOROW PLACED WITHIN 1.5 METERS OF FINISHED GRADE SHALL HAVE AN R-VALUE OF AT LEAST 40. 27. STATIONING REFERS TO CENTERLINE OF STREET. 28. CURB DA TA REFERS TO FACE OF CURB. 29. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO ALL ADJOINING CURBS AND WALKS. 30. • ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING OF STREET AND DRIVEWAYS. 31. SEWER MANHOLES SHALL BE LEFT BELOW PAVEMENT GRADE AND BROUGHT TO FINISH GRADE AFTER PAVEMNENT IS IN PLACE. 32. SEWER, WATER AND STORM DRAIN LINES DISTANCES SHOWN IN PROFILE AND IN THE ESTAMITED QUNTITIES ARE HORIZONTAL DISTANCES. 33. THE WALLS AND FACE OF ALL EXCAVATIONS GREATER THE (5) FIVE FEET IN DEPTH SHAL BE EFFECTIVELY GAURDED BY ASSURING SYSTEM, SLOPING OF THE GROUND OR OTHER EQUIVALNET MEANS. TRENCHES AND EXCAVATIONS LESS THE (5) FIVE FEET IN DEPTH SHALL ALSO BE GUARDED WHEN EXAMINATION INDICATES THAT HAZARDOUS GRAOUN MOVEMENT MAY BE EXPECTED. 34. THE CONTRACTOR(S) SHALL OBTAIN A CAL/OSHA PERMIT TO PERFORM EXCAVATION OF TRENCH WORK AS DESCRIBED IN NO. 33 ABOVE. '' ALL STORM DRAIN, SEWER AND WATER PIPE SHALL BE BEDDED PER CITY OF NEWPORT BEACH STD. 106-L. SLOPE ANCHORS SHALL BE PROVIDED ON ALL LINES IN ACCORDANCE WITH CITY OF NEWPORT BEACH 3TD. 324-l. :,7. THE CONTRACTOR SHALL NOTIFY THE FIRE DEPARTMENT 48 HOURS IN ADVANCE OF SHUTTING OFF ANY FIRE HYDRANTS AT (949) 644-3106. 38. THE FIRE DEPARTMENT SHALL BE NOTIFIED 48 HOURS IN ADVANCE OF ALL LANE CLOSURES. RABBEN [. HERMAN (TAYLOR AND ASSOCIATES) (CONSTRUCTION BY OTHERS.) IRRIGATION PLAN L-2.1 IRRIGATION DETAILS AND NOTES L-2.2 PLANTING PLAN l-3.1 PLANTING DETAILS AND NOTES l-3.2 BASIS OF BEARINGS CENTERLINE OF HOSPITAL ROAD N 86"14'05" W BETWEEN FOUND MONUMENT AT CENTERLINE INTERSECTION OF HOSPITAL ROAD AND NEWPORT BLVD AND FOUND MONUMENT AT HOSPITAL ROAD Pl APPROXIMATE STATION 8+59.433± BENCHMARK MOUNUMENT AT CENTERLINE INTERSECTION OF HOSPITAL ROAD AND NEWPORT BLVD ELEVATION 13.533 EMERGENCY TELEPHONE NUMBERS AGENCY SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY PACIFIC TELEPHONE COMPANY CITY OF NEWPORT BEACH (UTILITIES DEPT.) COUNTY SANITATION DISTRICTS COMCAST CABLEVISION 542-3975 AFTER 6: 00 PM NUMBERS 634-0251 895-0221 611 644-3011 962-2411 542-6222, WARN~NG HIGH AND LOW RISK UTILITIES CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL UTILITY COMPANIES AND MUST POSITIVELY IDENTIFY ALL HGIH AND . LOW RISK UTILITIES BY POT HOLING AND FIELD VERIFICATION OF UTILITY DEPTH A LOCATION PRIOR TO CONSTRUCTION PROJECT: PUBLIC WORKS DEPT THIS PLAN IS SIGNED BY THE CITY OF NEWPORT BEACH FOR CONCEPT AND ACHERENCE TO CITY STANOARO AND REQUIREMENTS. THE CITY IS NOT RESPONSIBLE FOR DESIGN ASSUMPTIONS AND ACCURACY. CAl,.L TOLL FREE 1-800-422-4133 .J---:-:IH!EF'OR'.FY1QUDIG CALTRANS PERMIT PLANS TITLE, COVER SHEET PROJECT NO. ~--F-0-R-RE_D_U_C_E_D-PLA_N_S------+o-A-TE--r-.,...--REl/iS:,--'-O_NS ____ -t_F<a.D ___ E>OOK_A_s_:-~-. ~-· ~----j xJ:"m. V--J--:,-l7-0I · ~R~WI~: ~~ O 1 0 ORIGINAL SCALE IS IN MILLIMETERS i--+--+------,-11-::PLAN:-:-:,:-;;...,,,_=_----.,----.,-;==;;:PU:sUO;;;·.,.-WORXEl-;.---rr-ENC><;;ER-~---------D~ATe_l R ... $'J;/J-~ C, -~ 20 40 60 80 1---D-e~s-lg~n-e-d~B-y--,D-r_o_w_n-~B~y----,-C-h_e_c_k_o_d_B_y __ R:.B. H.N_. B.Z. ',J 5-n-01 DATE SHEET 1 OF 1 7 _J ~ rn " " D • " 0 " " D o u ~ ~ I z ~-~~ if\) ~ ~- ~ ( . I ' ~ " ~ ~ ~ ~-~~ a: w [O ~ :J z z " ~ ~ u w ~ ~ g:: ~ 0 • ffi 0 7 < I I I I • ' ---·~··.---'--'-. ___:.___--..:...:...:.. ____ -'--------------~----------------'----------------:---------:-----'-i· 7 " f-•. r::1 (L --~ .o.: ·•· .. · ·Z: CL .... y·s:i-· D (Y) l[) QI __, NOTE: CONSTURCTION BY OTHERS; SLOPE GRADING & NEW RETAINING WALL (SEE TAYLOR AND ASSOC DRAWING SHEET A-1.1 AND THE KEITH. COMPANIES TKC DRAWING SHEET 5 OF 7) NOTE: CONSTURCTION BY OTHERS; REMOVAL OF EXISTING RETAINING WALL AND GRADING OF EXISTING SLOPE TO PROVIDE FOR NEW RETAINING WALL (SEE TAYLOR AND ASSOC DRAWING SHEET AND THE KEITH COMPANIES TKC DRAWING SHEET 5 OF 7) ----- I ~ ( I JV TC VARIES 9.144m -13.884m SAW-CUT, APPLY TACK COAT, & SEAL JOINT -r '? p,_ \J\N2_ -_...._ -- (1-.\S i ------------------- I I VARIES[ 1.155-8.0 6 m <.0£ m I I _ _j 0-...1- I A-1 / / / / / / VARIES I 100mm TYPE B AC PAVEMENT-~ ,. -6J;?? ~'.~~\~~10; . 0 4 •4 250mm CLASS 2 AGG BASE COMPACT TO 95% PRIME COAT ------ SCARIFY MIN 200mm ----~ AND RECOMPACT TO 95% • .,,·. . • . 0 0 0 • ~Omm HOSPITAL ROAD TYPICAL SECTION NOT TO SCALE 100mm PCC SIDEWALK --150mm TYPE A PCC CURB & 600mm GUTTER n f J r I I l I l I ·1 1o· I I I 1·1 4 I :J I ·1 L4 1 I . 1 •• j r i 1; I • _j I I ~ I ,I 5 L I /-. w I .I a::: I I L I t I I. ~ I I 1·. . ......J. L [.· ·J 7S \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ --,----NOTE: CONSTURCTION BY OTHERS; \ \ \ \ \ \ \ \ _j • _j <t: s f-,i w • O:'. \ \ ~ j REMOVAL OF EXISTING RETA!N!NG WALL AND GRADING OF EXISTING SLOPE TO PROVIDE FOR NEW RETAINING WALL (SEE TAYLOR AND ASSOC DRAWING SHEET A-1 AND THE KEITH COMPANIES TKC DRAWING SHEET 5 OF 7) PER NEWPORT BEACH STANDARD DRAWING STD 182-L. V1~ Ii- i t:i:! If- l C/1 X [w • I VARIES VARIES SAWCUT, APPLY TACK COAT AND SEAL JOINT 100mm PCC -----+-h 5 ·~~4 -5 ·0J9 • 1.110 m 1.491 m SIDEWALK 2% 200mm TYPE A2-200 PCC CURB & 600mm GUTTER _ ___.. PER CALTRANS STANDARD PLAN A87 300mm ----j NEwPORT BL VD TYPICAL SECTION NOT TO SCALE PRO_JECT:: ~---PRIME COAT DISTRICT 12 CAL, RANS PERMIT PlANS MAY 1 7 2001 ATTACHED TO PERMITNO. 0/J-()7/6 SCARIFY MIN. 200mm AND RECOMPACT TO 95% HOSPITAL ROAD •• AT NEWPORT BLVD RIGHT TURN LANE PUBLIC WORKS DEPT TITLE: t-TH-1s _P_LA_N_-,s-s-1GN_E_D -BY_T_H_E -c,-TY-O-F-NEW-PO-RT-BEA_c_H--1 TYPICAL SECTIONS FOR CONCEPT AND ADHERENCE TO CITY STANDARD AND REQUIREMENTS. THE CITY IS NOT RESPONSIBLE· FOR DESIGN ASSUMPTIONS AND ACCURACY. PROJECT NO. NB 993001 DRAWING NO. (!) z ~ [[ D tr=' ~- -..J a: . w ' m ) ., .U ~ ,'-:J -= z (!) <;\ z "--\. ~ 0 a:~- D iJ\ ~ i\ ~~ ~( ~ i ~ a: w m ~ :J z (!) ...,. ~ z ac 12 :, 1l "' z " ~ • C a ' □ ,!=' . " s w □ z , ' 0 0 z $ ~ > □ ac " a 0 w " D ac " 0 @ § u " 0 J 0 " z 5 " ,·., . , •• ·,_ •• ,,:r--r-,------'------c-------------------,---------------'---~--------'--~~---,7 .. 1- r;:::i o_ 2 • _:_(·' -0... -0 •.· .. ·."-. ·s,O • ..-4 -...... . ID ·o LOCAL DEPRESSION PER NEWPORT BEACH STANDARD DRAWING STD-304-L STA 9+63.877 ·TC EL. 14. 800 REINFORCED CONC. PIPE COLLAR PER NEWPORT BEACH STANDARD DRAWING STD-313-L --- EXIST 450mm RCP ---S==0.014 450mm RCP C\..P--.SS \\\ o-65 \..="7.9993~ .s==o.o INV. 12.935 ,,,----CURB INLET TYPE OL-A PER NEWPORT BEACH STANDARD DRAWING STD-305-L, H=50mm, V=1.1m, L=6.1m 200mm CLASS 2 AGG BASE COMPACT TO 95% ~1NV. 13.700 CURB INLET AND 9+63.877 RCP STA CATCH BASIN CURB INLET TYPE OL-A PER NEWPORT BEACH STANDARD DRAWING STD-305-L, H=1.1m, L=6.1m PVC PROFILE A NOT TO SCALE 2% _j _j ~ 1-w 0::: 11 11 11 11 _j _j <( 5 1-w 0::: _j _j ~ 1-w 0::: 11 ~I ,Ji I II .,,.--.,,.--II I II .,,.--.,,.--II II~ II fl 11 I I/ 11 I I I I I 11 11 I I I 11 11 I It II JL I I I 11 11 I I II LJ // r1 11 LJ I; 11 11 150m~ PVC ~AIN _ -=-. _j I --s=□.□2- STA 9+61.796 CONNECT PVC DRAIN TO CATCH BASIN 14.300 INV TC EL. 14.966 DRAIN AT CURB STA 9+61.796 INLET PROFILE C NOT TO SCALE 0 0 OJ 0 r---+ Ol <( I-(/) ~ ~ I 2 Q_ 0 0::: 0 I-(/) X w d I L() ow w I- w Y'. 0 _j 0::: z 0 <( z I 20 z <( 0::: I- 2 wU . > =:J Q_ _j O 0::: oiur- 0::: -st (/) ooxz r000 r-lffiu Uo =:JI-w _j o:::(f)> I I-_j I") (l):r<l'.O zu>-st O<t:w I UWoO wm -1- 0::: > (/) f-0 0 0::: 0::: 0::: ,,......_2 zO o_ w <( Q_ Q_ 0::: 5 _j ww_j= ill >Z5 5 N 0 5 r-') :z 0::: >-• ww1-W-st -(/) ~ --0::: Q_ u = ..__,, ------------- BREAK IN TO EXIST MH AND CONNECT 8" PVC SEWER CONNECT TO 8" PVC SEWER STUB _j _j <( 5 I-w 0::: 11 I 11 /1\ 11 I I \ I I I I I I I I I I I I I I I I I ---__... __... __... __... _j _j <( 5 I-w 0::: 11 11 11 11 11 11 11 I I 11 _j _j <( 5 I-w 0::: _j _j <( 5 I-w 0::: 11 1r------i1 11 11 I") II II "1-t: .II II ~ II IL___ 01 ;11 I -- / II rl /i\ II / I I LJ (I) JL I I I ,,JV / r1 __... __... __... __... II 111 /,, LJ 111 ///,, I I I / / ,< ,(_,~ I I / ~-0" / /_ -✓ SEWER & RETAINING WALL I I I / ~'4e, SEE TAYLOR AND ASSOC DWG I I I // / ~ ~ A 1-1 , AND THE KEITH I I I / / o<" COMPANIES TKC DWG 5 OF 7__... --1 I j / / 'l-'0 __... __... __... __... --rr( ..--__... __... __... __... __... LI _J __... __... cit SJ __... __... __... S"" 0 • __... __... __... __... __... __... 1, r\\11 ~-=~~·:=:§<~~~~~~ S==0.0100 Ll_j (12.699) INV 1 2.497 INV OUTLET N __... __... (12.744) !NV INLET S INLET S EXIST 200mm PVC SEWER CONSTRUCT 200mm PVC (SDR 35) SEWER 15.548m 20.202m PUBLIC PRIVATE SEWER ANO MANHOLES PROFILE B NOT TO SCALE PROJECT: DISTRICT 12 CALTRANS PERMIT PLANS MAY 1 7 2001 ATTACHED TO PERMIT NO. 00-()7/{? HOSPITAL ROAD AT NEWPORT BLVD RIGHT TURN LANE PUBLIC WORKS DEPT THIS PLAN IS SIGNED BY THE CITY OF NEWPORT BEACH FOR CONCEPT AND ADHERENCE TO CITY STANDARD AND TITLE: PROFILES OF REQUIREMENTS. THE CITY IS NOT RESPONSIBLE FOR DESIGN ASSUMPTIONS AND ACCURACY. STATE OF CALIFORNIA -DEPARTMENT OF TRANSPORTATION PRE\?'A~_ED N_Dt THE SUPERVISION ~ ClColtrons Ll q Revu;::wEo av, APPRcvs:c sv, ;;:, --------------+-_-.---~---~-ONS---~-+----AS_BUJ.:_T ___ --, Arff'_rr~ovvee~dtl\,1 /J,,,/i• ( PROJECT NO. NB 993001 ru \JILLI AM G. ZIMME. MAN W.G. Zimmerman Engineering, Inc. i • • • ~ --·--· ~11uw,~ '5-l7 _01 :g_b·f-LR=-·-:=--~-~·A=-=·· =======:==L================JLJR~E~GIS~T~ER~E~D~C~IV~IL}E;N;;========---~:~~:.~:~ 8 ~~ 67 ~_J_:i1~50::::0~P::AC::.:'l~Fl~C~CO~A-S_T_H~l~G.:_HW~A~Y:=,~S~U=IT~E~DL_~u·.[.· •. ·.·~·>.~'t.,,~~~o-tr_,c_L~=~~=~G=l~:!:f=~u=ic=E£=LE=PLA~IS=N(=N=M=IL:!:LIM=ET=E=R=S~J_===~~-1:==::__~!;!~ 0 ~,.,.,.~eoJ~:K:Aa-=.=-_,:;:~J_:=t= ... t""'~U~C~Wa<XS~~EN=<=Flg~==--=~D"'~:rE~LD~RA~W:::INdG~N...C::O:!'.~~J -·· -·-APPROVEO DATE, <(ft,/&! SEAL BEACH, CA90740 . 0 . 20 40 60 80 ,___~~--~-~--~----... !S'? ~5'-.:S, - Designed By Drawn, By Checked By :, ... I 1 •01 C PLANS APPROVAL DATE TEL.: 562-594-8589 FAX: 562-594-8549 R.B. H.N. e.z.. _ ~ DATE SHEET 3 OF· 1 7 -L . ~· l . .i Q(l J .,. ~ -a.... ~-------------------------------------------~7 25 ~-------N~,..---s;-------~., ----------------.-----------------,,, -----------------,----------------~,----------------~:--~ 25 r-,.... ~ 1..-... ,_ I ,: I- A Cl... ::,: <I: ::,: <I: 0 st 00 ID .... .... .... 0 .... (".) (\J . - c-. CXJ -.-... ,,-.... CURB CURVJr DATA : a..-1-0 'i-I 0 • ~ L()L() ----:---I I r-------im+'fit-'N~---~+~..--~-----"c.o'j.-j-~fi:r.o~':!LO,___t:e,.,._.,..--)i,,-....--t-_-----------;:::/=T'x'T', i ~~rr11 NG Ctr I t.K LIN t. '-.__,/ ,_..._ I n . ..--._--•CO ,r, CURVE R i ' L T (X) ----__ ,::__:, ± ON (J)+ 0 ~ ;1; 0 ~ / ,,-.... A) 93°55'35P 10.66~1'1 17,4891'1 11,4241'1 1----------'-------=t~~-=---1•JL-j "f--c;_,....>,"+~-·---ct=-1~=--1(';:sJ-1-.,.~---+--+E-;}-------1----------------t---t=::~:'.==j==========j======1==j=========t========.,+------;:;ov-+------j 20 --.__ ..__,, ' (J) + • / 0 (J) ,,-.... -LL ,,-.... 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CXJ EX CURB RET L -16.060m LU PORTION OF ' V/-CURB ;:;--;-, --"'~ ..__,, + c.o L() ~ 0 ~ 01 N O ,,-... i 0 1---,ec'J',i-------,-----+----~--Q-+;-J~\--,v.,.t-+-H:,__---l-----------l-------------='--------<::J--.-kk-=----+~---=c--------€~-+~~--+:++ur,1---,~r--rrh.l"~,-==-·-J----s=~--l"l'-W-U-l-----l-,--._m-'------+,+-._-----1-----------~>__Jc.+-------, (J) f-c>-----. {\ 1-----·_...,_u_u_,_,_'t-;: _v_l.. ___ -c:-j • ' T'-f-(1) R,:iGHr---.,_-= _..__,, (J) ..--+ LO 0 0: ci :;t N +-: ,;;::-,,-...0 co L___J~.J-J---1----,,./1----~--t-----t-t:s'-l'l'cl-'+"l\-'l--=-~;c-S'-1-----':-,---P,A-~---t--------------+----------------t-----'-_.__.,,_=-_tA'--__ -=~----=:::t-'..__,,=---rn--ha~----::t:-f---'sj"-'--r----f---'U~J-11-1:.c-~---l---""'-"'l------+.c""~---+-==ic-------+----1 1 Ir," ll'l i L.Ll/o i --./ --UJ ..--T ~ '+ ~ '~ (D ..--'SJ" TAN OUT -!-10.0% -----::::::_m-=:, ..---s:t ,~· I: c.o ~ PVI = 23.851 : --~'----~..__,,--=:, +-n n o AT C"'T/\ 0 1 -'·ri non i --'!---' ~ ..----n I I ----> I i -> I i w i---_-_-------+-------+----,~---.1-----------+---------------1--------------,p=(Dk-., R~T~I=o~N~O~F--------+-,: ----1,t.-5-72m->-,,-....------aazcc+------, --, , ?f7\ AO/"\ \Jr, I S7 Aoln-r,. r, CX) -H ,,., z~ 0 Ol ::; IO D.. ;/; r..:'.N -, 0 ~ : VJ 0 • ..--., N + ..__,, I- :z: 0 c.o 0 ,n (J) ...., -. ,-cl-_}--\/-v+--i--v----+----+~-_,,,,,_-----''1--r. •<-r-o-::1TTr-l-\....,}--.+~~---+1-c-----,1--hu-r,'\-----~,.,._.,VTf---l ~--+--=~~~~------+~TA~N~l~N~-"'f-'--R':--l=C-~1~0=.0,,__,_%_,,__o ---+-, : 1-,,-0:::-..----_o::: -s:t c.o ,~ 1-'KUl-'CYSED SOUTH TOP OF CURB TAN OUT: PCVC 6.267% 0.145m V~45m VC-o e---' ~ '~ l -' -un:i:' ~-(L fL ..--_ C.O /: I 0 (X) -' " -. 0 tO :£ N (X) ..--. +m UJ 0 'm (J) - : ,AN---OLJT I EVC 2.9% 1At-r!N 6.26--7-,o 1AN-lN==4-:uQ-'.:il/~co1~---~,.__,,-------...--a=-t---------j 1 ;: PVI 14.128 TANOUT 4.69%TANOUT 2.318%.W L:1::1r) + -,nA·•~--------t------------1-K -' b·-~~~zSP.-''---------r-r-1---~ i::,;---V/o i nr--5'1~ • ,6g-;-5Lu t'VI f4l)7:) :PVI 13.bb'.)--I-~ (_) (0 ( ) I _(_ r-,.._I , n n CXJ _l_ 0 (J) (X) ..-- Ou .--,_ I!> + . (Tl I'- " 0 (X) L() 0 (.) > I 1--I' I' t,./4 t,./4 -I") 0 CD 00 I ! +-.i-0) ~ I (_) I ' -w ab ' I . t,./4 L() (X) . (X) rr, (X) ' N U1 X "<t w rn +z rn ,,.... n-=:, -_:z___-j__,8 -L.J I, •/o -- eqJ : I I : I l : I I EXIST STREET 19 LIGHT CONDUIT 11 • 8 1---=ST"'Ar=E-cOc:r-=c~AU;jlF:QORIDNilllA[=:::-::::=]D~EP~A~RT!/iM~ENtl]T[OQ!F'.::T!!R~ANHlS~PQ!ORITTA~T[!!IOffjN==~J-;::::~~-;::::~-;-~~;::--::-~~-;--;;:~;::-::::~:-;--;:;-;=---:;;~~;:---7 CtCaltrans PRE ARE? ~NDER THE SUPERVISION □F ~Wlt~-,'.~~-'-'X. 20 15 15 10 15 10 CONSTRUCTION NOTES CD REMOVE EXISTING PCC CURB AND GUTTER . ® REMOVE EXISTING PCC SIDEWALK RAMP. 0 REMOVE EXISTING PCC SIDEWALK. G) SAWCUT AND REMOVE EXISTING AC PAVEMENT. ® REMOVE EXISTING DRAIN INLET AND PCC GUTTER. ® RELOCATE EXISTING STREET LIGHT AND INSTALL NEW PULL BOX PER NEWPORT BE;ACH STANDARD DRAWINGS STD-203-L AND STD-205-L &0 CONSTRUCT CURB INLET lYPE OL-A PER NEWPORT BEACH STANDARD DRAWING STD-305-L, L=6.1 m, *MH=1.1 m, *.(H/DEPRESSION=50mm AND LOCAL DEPRESSION PER NEWPORT BEACH STANDARD DRAWING STD-304-L ® CONSTRUCT 150mm lYPE A PCC CURB AND GUTTER PER NEWPORT BEACH STANDARD DRAWING STD-182-L @ BEGIN TRANSITION FROM BCR 150mm (NEWPORT BEACH lYPE A) CURB & GUTTER TO 200mm (CALTRANS lYPE A2-200) - CURB & GUTTER AT ECR. @ CONSTRUCT 200mm lYPE A2-200 PCC CURB & GUTTER PER CALTRANS STANDARD PlAN A-87 @ CONSTRUCT 1.829m WIDE BY 100mm THICK PCC SIDEWALK PER NEWPORT BEACH STANDARD DRAWING STD 180-L @ CONSTRUCT 2.438m WIDE BY 100mm THICK PCC SIDEWALK PER NEWPORT BEACH STANDARD DRAWING STD-180-L @ CONSTRUCT PCC CURB RAMP PER CALTRANS STANDARD ABBA, CASE E (!j) CONSTRUCT 450mm ClASS Ill D-65 RCP EXTENSION (SEE PROFILE A SHEET 3 OF 16). @ IN CALTRANS RIGHT OF WAY CONSTRUCT 165mm THICK AC PAVEMENT lYPE B ON 300mm ClASS 2 AGG BASE PER CALTRANS STANDARDS. IN CllY RIGHT OF WAY CONSTRUCT 100mm THICK AC PAVEMENT lYPE B ON 250mm CLASS 2 AGG BASE PER CALTRANS STANDARDS. @ RELOCATE EXISTING "NO PARKING" SIGN. @ ADJUST EXIST GAS VALVE COVER TO GRADE. @ ADJUST EXIST MANHOLE TO GRADE. (SEE PROFILE B SHEET 3 OF 16) @ INTERCEPT EXIST STREET LIGHT CONDUIT AND REROUTE. PULL NEW CONDUCTORS TO NEW RELOCATED PULL BOX. @ INSTALL 32mm (1 1/4") SCHED 40 PVC STREET LIGHT CONDUIT AND PULL 2 #B THW COPPER AND 1 #B SOLID BARE COPPER GROUND. SPLICE WITH T&B 2D-8 CRIMP CONNECTIONS AND WRAP WITH 3 WRAPS #23 RUBBER, 3 WRAPS #33 VINYL & SCOTCH ROTS . QY CONSTRUCT 200mm (8") PVC (SDR 35) SEWER PIPE AND CONNECT TO MH#1 AND CONNECT TO EXIST MH#2 STUB (SEE PROFILE B SHEET 3 OF 16). (g) CONNECT EXIST 150mm PVC DRAIN TO CATCH BASIN {SEE PROFILE C SHEET 3 OF 16) @ SEWER (BY OTHERS) {SEE THE KEITH COMPANIES TKC DRAWING 3 OF 5) @ RETAINING WALL AND SLOPE GRADING (BY OTHERS) (SEE TAYLOR AND ASSOC DRAWING A-1 AND THE KEITH COMPANIE TKC DRAWING 5 OF 7) @ REMOVE EXIST DRAIN PIPE. @ EXIST RETAINING WALL REMOVAL AND SLOPE EXCAVATION (BY OTHERS) {SEE TAYLOR AND ASSOC DRAWING A-1). @ REMOVE EXIST DROP MANHOLE AND RECONSTRUCT NEW DROP MANHOLE PER CllY OF NEWPORT BEACH STD-304-L CllY WILL PROVIDE COVER MARKED "SEWER" PER STD-304-L CONSTRUCTION NOTE 5. {SEE PROFILE B SHEET 3 OF 16) @ EXIST RETAINING WALL TO REM-IAN. @ DRAIN PIPE (BY OTHERS) (SEE THE KEITH COMPANIES TKC DRAWING 5 OF 7) @ CONSTRUCT 150mm PVC DRAIN AND INLET (BY OTHERS) (SEE THE KEITH COMPANIES TKC DRAWING 5 OF 7). @ REMOVE EXIST RETAINING WALL (BY OTHERS) (SEE TAYLOR AND ASSOC DRAWING A-1 ). ® BEGIN REMOVAL OF EXIST RETAINING WALL (BY OTHERS) (SEE TAYLOR AND ASSOC DRAWING A-1) @ END REMOVAL OF EXIST RETAINING WALL AT EXIST JOINT (BY OTHERS) SEE TAYLOR AND ASSOC DRAWING A-1) @ CONSTRUCT lYPE 1A RETAINING WALL PER CALTRANS STANDARD PLAN B3-3 H=3600mm MAX.(BY OTHERS) (SEE TAYLOR AND ASSOC DRAWING A-1.1) @ CONSTRUCT RETAINING WALL GUTTER (BY OTHERS) (SEE THE KEITH COMPANIES TKC DRAWING 5 OF 7) @ EXCAVATION AND SLOPE GRADING (BY OTHERS) (SEE THE KEITH COMPANIES TKC DRAWING 5 OF 7) ® REMOVE EXISTING MEDIAN CURB AND STAMPED CONCRETE. RECONSTRUCT NEW 1 Om LONG 1:10 MEDIAN FLARE WITH 200mm lYPE A2-200 PCC CURB & GUTTER PER CALTRANS STANDARD PLAN A-87. RECONSTRUCT NEW IN-KIND MEDIAN STAMPED CONCRETE. PROJECT: HOSPITAL ROAD AT NEWPORT BLVD RIGHT TURN LANE PUBLIC WORKS DEPT THIS PLAN IS SIGNED BY THE CITY OF NEWPORT BEACH FOR CONCEPT ANO ADHERENCE TO CITY STANDARD ANO REQUIREMENTS. THE CITY IS NOT RESPONSIBLE FOR DESIGN ASSUMPTIONS AND ACCURACY. TITLE: PLAN AND PROFILE PROJECT NO. CJ) l-:::-=-c-:::--=----=----,-----,-,--=-=:-==:----:==--=-:----1 {_ ,: REVIEWED BY: APPROVED BY: -c; \./ILLIAM G Z MMERMAN REGISTERED CIVIL ENGINEER 17.G. Zimmerman Engineering, Inc. 1500 PACIFIC COAST HIGHWAY, SUITE D SEAL BEACH, CA90740 R=V"lE:O~ AS EUl..T ~pr-ovod r---F-O_R_R_E_D_u_cE_D_P_LA_N_s ______ +-0 -A=--,-=--,,-------1--<=LD--=---"'"'"-_-_----~ :K~Qa,A\11/tfkw.\vv-... NB 993001 a, ~ 4-0. I _Q L REVIEWED DATE: APPROVED DATE: /C>/z.gfe/ PlANS APPROVAL DATE TEL: 562-594-8589 FAX: 562-594-8549 0 ORIGINAL SCALE IS IN MILLIMETERS t::-,;,;:2::co/;::o,;t--:R:::B--t-,,.-:;;-cu;;:RB""1::::NLET=cANc::D::-:::NOTE=-:1:t--------------J 0/23/01 RB 2 ADD EXIST TEL COND. E-LAN ~-80 l-'--~-~~-~--~--~-------1 Doolgnod By Drc:awn By Chockad By 20 40 60 R.B. H.N. B.Z. S 11 0 ~ C,ATO CATE DRAWING NO. PLAN AND PROFILE 1 OF 1 SHEET ,4. 01" 1 7 CD z ~ a: D a: UJ [I) "" g 2 rr 0 ~ ~ 4 u w 2 ;e • I rr .1 I- ,::::i D... ::E <I: ::E <I: '° ITT 'SI" 0 co 0 ..... 0 '-co (\.J '-'° 0 CJ) ;:: -0 ..... Vl ~--------------------------------------------7 EXISTING CONDUCTOR AND CONDUIT SCHEDULE AWG OR CABLE CONDUCTOR RUN & ffi & ffi ffi ffi ffi ~ & .& A1 01 -- - -----3 -3 02 --- - - ----- - 03 - -- - -3 -3 3 -3 04 - - - - - ---- - - 05 --3 3 --- ----.. 06 .. -3 3 3 3 --- - -- 07 --- -- - -- - - - 08 --- - -3 -3 3 -3 02P --- ----- - - - #14 04P --- - ------- 06P --- ---2 2 2 -2 08P --- --2 -2 2 -2 02PPB/BPB -- - - --- - - -- 04PPB - -- - ----- -- 06PPB/BPB - - - --1/--1/-1/--1/- 08PPB -- - - --1 1 1 -1 PPB&BPB COMMON -- - - -1 1 1 1 -1 SPARES - - - --3 3 3 3 -3 TOTAL #14 -- - - -11 8 19 25 -25 12-CSC 1(N) 2(N) 3(N) 1(N) 5(N) - ---1(N) 7(N) 3-CSC 1(N) 2(N) 3(NJ 1(N) 5(N) ----1(N) 7(N) #12 IISNS -2(N) 2(N) 2(N) 2(N) 2 2 2 -- TOTAL #12 -2(N) LlNJ 2(N) 2(N) 2 2 2 -- LUMINAIRES -2(N) LlNJ 2(N) 2(N) 2 2 2 - - #10 SIGNAL COMMON -----1 1 1 1 -1(N) TOTAL #10 -2(N) LlNJ 2(N) 2(N) 3 1 3 3 -1(N) 01 DETECTORS ---- -- --1 -1 02 DETECTORS - -3(N) -3(N) - - - --3(N) 03 DETECTORS - --- -- - --1(N) 1(N) DLC 04 DETECTORS 2(N) 2(N) 2(N) -2(N) - - - --2(N) TYPE B 05 DETECTORS - - 1(NJ -1(N) - - - --1(N) 06 DETECTORS ---- -- - - 3 -3 07 DETECTORS 2(N) 2(N) 2(N) -2(N) - - - --2(N) 08 DETECTORS ----- -- --2(N) 2(N) TOTAL DLC 4(N) 4(N) 8(N) -8(N) - - -4 3(N) 15(N 3#20 W/ EVP CABLE ---2(N) 2(N) --1 1 -4(N) GND 12PR\~ 1 19 TWISTED, SHIELDED IN ERCONNECT CABLE -1 1 -1 - -- - -1 CONDUIT SIZE mm mm mm mm mm mm mm mm mm mm mm 53(N) 63(N' 63 78 78 53 53 53 63 53 2-78 GENERAL NOTES: (N) NEW 1. ALL WORK, MATERIAL AND EQUIPMENT SHALL CONFORM TO THE REQUIREMENTS OF CALTRANS STANDARD PLANS AND SPECIFICATIONS DATED JULY 1999, AND THE SPECIAL PROVISIONS. 2. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND NOTIFY ALL UTILITY COMPANIES A MINIMUM OF 48 HOURS PRIOR TO START OF CONSTRUCTION. CONTRACTOR SHALL COORDINATE ALL PHASES OF CONSTRUCTION WITH THE VARIOUS UTILITY COMPANIES INVOLVED. 3. PEDESTRIAN INDICATIONS SHALL BE INTERNATIONAL SYMBOL TYPE. 4. DETECTORS LOOP SHALL BE TYPE E PER CALTRANS STANDARD. 5. ALL VEHICLE HEADS SHALL HAVE BACK PLATES WITH 300mm INDICATION. EXISTING POLE AND EQUIPMENT SCHEDULE STANDARD YEH SIG MTG PED SIG PPB LOCATION NO. Signal Lum Mast TYPE Pole MTG ro ARROW A B M.A. M.A. Arm @ 26A-4-129 12.2 4.6 2-MAS SV-1-T SP-1-T 2 -<I ® 1A ---TV-1-T SP-1-T 4 --c-- ® 1A (R) ---LT-2-T (R) -4 -<:l--------C>- ® 19-2-129 (R) 9.1 (R) 4.6 (R) MAS (R) SV-1-T (R) SP-1-T (R) 4 c::--1.333 1.15 ® 1A (R) - --TV-2-T (R) SP-1-T (R) 6/4 .a. --=:J--6.979 1.15 ® 26A-4-129 12.2 4.6 2-MAS SV-1-T SP-1-T 6 --=:J-- ® 1A ---TV-1-T SP-1-T 8 c::-- ® 1A ---LT-2-T -8 -<:l--------C>- 0 19-2-129 9.1 3.6 MAS SV-1-T SP-1-T 8 --=:J-- 0 1A --TV-2-T SP-1-T 2/8 .a. --c--- r 7 r 7 / r 7 -I L L L ---l___J______, - --=--=1--~--t+-r/J NOTE CONDUCTOR RUNS IN CONDUIT NO. 6, 7, 8, 9 & 11 ARE EXISTING #14 CABLE AND WILL BE REPLACED WITH 12-CSC AND 3-CSC FOR FUTURE RELOCATION PROJECT. lo x I I-_J ALL CONDUITS, DLC AND SIGNAL INTERCONNECT CABLE IE ~ I IO I I co X ARE EXISTING, UNLESS OTHERWISE NOTED. HOSP IT-, .. ROAD :s: 0:: U) z ~ I I I I _. I I 3QQ __ _ 6P ~G tr=:;;-;:,= I I DI t::::::l.t;;:Jc:::::ac::::. ____ ,, n ~r------1$~-:;;;it:, #-i-Q/ ~3 o" GU n ix '\· n+-0 f -I I I I 3.67 rn 13.64 3.62 6 rn I rn i-n I I I I 9 $~ f\l~ I X f----0::] t1---l+---ll A 011 :J----( ~ \ = = = = = = = ==/a= c::::::J t:::::I c::::::J c::::::I = = 0 5J \ :s: et: \ s'° ,VJ I~ \ et: ~ ~ <( ,u \ ' ' ' LUMINAIRE IISNS 310W NEWPORT BLVD -- -- 3 I I I I + I I I I I I 5. 78 rn \ = = 2 \ I I \ 3-7o I 4.28 "D \ rn \ \ 5 0 A I + II 5 = = = I = = I = _/ --4 -X I _.J Bo 1 ~ I Q I 6 X $1 I s 0 I I- 0) I 3.0 z1 LO I rn I 4.26 13.6013. 0 rn rn ~CD + 6 V 1 ¢5p! ~ r --:,_ ------~-~ I 10 CONSTRUCTION NOTES: OJ REMOVE AND RELOCATE EXISTING POLE WITH ALL EQUIPMENT INCLUDING SIGNS AND HEADS TO NEW L:.OCATION TO BE 1 m CLEAR TO CRUB FACE. REMOVE EXISTING FOUNDATION. [I] ~ 0 REMOVE AND RELOCATE EXISTING POLE WITH ALL EQUIPMENT INCLUDING MAST ARM, SIGNS, HEADS, AND LUMINAIRE WITH MAST ARM TO NEW LOCATION TO BE 1 m CLEAR TO CURB FACE. REMOVE EXISTING FOUNDATION. P,ROTECT EXISTING CONDUIT AND 12PR#19 CABLE IN. PLACE. REMOVE EXISTING PULLBOX (BECOMES PROPERTY OF CONTRACTOR.) ABANDON EXISTING CONDUIT JACK CONDUIT (SIZE PER TABLE) PER CALTRANS STANDARD AND CONNECT TO EXISTING PULLBOX. ' TRENCH CONDUIT (SIZE PER TABLE) PER CALTRANS STANDARD. CONSTRUCT NEW PULLBOX PER CALTRANS STANDARD. (]] JACK 3" CONDUIT FOR INTERCONNECT PER CALTRANS STANDARD AND CONNECT TO EXISTING PULL BOX. ~ REPULL EXISTING 12PR#19 CABLE. IT2J SPLICE EXISTING CONDUCTOR. PROTECT EXISTING TYPE 170 CONTROLLER. [TI ~ IT] PROTECT EXISTING TYPE Ill-BF 120/240V SERVICE IN PLACE. REPLACE R34 WITH R73-6. WARN~NG HIGH AND LOW RISK UTILITIES CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL UTILITY COMPANIES AND MUST POSITIVELY IDENTIFY ALL HGIH AND LOW RISK UTILITIES BY POT HOLING AND FIELD VERIFICATION OF UTILITY DEPTH AND LOCATION PRIOR TO CONSTRUCTION PHASE DIAGRAM ¢SP CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG ¢SP V 1 6 -c:::::J----c=--c:::::J----c=- ¢7 ¢s r ¢BPI --.::J ¢s ¢6 _j V OR ¢6 ¢3 ¢7 ¢4 ¢2 D-- 200W (R) HOSPITAL RD (R) -- I I v I_ 1_11,_11 I I 212U I 212L/ 213U r OR _)¢4 ¢~ ¢~ 1¢2P ¢2 6 -<:1----C:>- l¢2P ¢3 -------c:=-¢4P V V -c:::::J----c=- 310W NEWPORT BLVD -- -- 200W HOSPITAL RD -- '---EXIST 41 C, 1 -12P #19 S16 TO NORTH WEST RAMP. SCALE 1 :200 PROJECT: ¢4P HOSPITAL ROAD AT NEWPORT BLVD RIGHT TURN LANE ALL EQUIPMENT ARE EXISTING UNLESS OTHERWISE NOTED .a. BICYCLE PUSH BUTTON (R) RELOCATED PUBLIC WORKS DEPT TITLE: STATE OF CALIFORNIA -DEPARTt.tENT OF TRANSPORTATION CtColtrons PREPARED UNDER THE SUPERVISION □F R~EWED BV: rf.G. Zimmerman Engineering, Inc. APPR,t =, n)A '"·· I \./IL LIAM G, ZIMMERMAN 1--TH-IS_P_I.AN_IS-SIG-N-ED_BY_TH_E_C_llY_O_F -NEW-PO-RT-BEA_C_H---1 s I G NAL & LIGHTING FOR CONCEPT AND ADHERENCE TO CITY STANDARD AND AS EUJ..T REQUIREMENTS. THE CITY IS NOT RESPONSIBLE FOR DESIGN ASSUMPTIONS AND ACCURACY. ~roved L ~-F-OR-R-ED-U-CE_D_P_LA_N_S _____ +-"""-=-=----------,>--=--=--•-. ___ __, ti!,._""Jfl1fd,.w,,,q - ORIGINAL SCALE IS IN MILLIMETERS t----+--+-------+-----------1 ~w=;xo = PROJECT NO. NB 99.3001 DRAWING NO. tJ~ ~/'·-··c".;,. REGISTEREt_9YI ENGINEER 1500 PACIFIC COAST HIGHWAY, SUITE D g REVOEWED DATE, APPROVED /DATE,! //z,-:,!01 SEAL BEACH, CA90740 0 20 40 60 80 1--~-~--r----~PLAN __ ,=,.~. ------l Approved / /2 -,_/ / 7 ,,-f //7 O(j._ Doatgnad By Dr-awn By Chackad By _..--/24 G-Z6-<T/ CJJ L_~-,-_::_~!_0_:1 _____ __l_ _ _'_L:_•.>::_ ··_L_•__:__ ___ __J___!P:'.':LA~N~S...!.A~P':'..'PR~6'!.!_VA~L_1:D~AT1_:E ___________ _:::":::::§~ _ __J_T.'_"E:=L._:_: ~56~2.=-5:.:9'.'.':4-~8~5~89".._____'.F'!::_N'.~:_.:'5~62:::-~5::'..'.94~-~85~4'.:_9_J__ ______ _L-'=::===='====='======'======----L-----=~R~-B~-,__J ___ ___,,,!;~;.__L __ ___dl~=--1___!.~~=~~~=~=· ~----.2=~=~L:s~H~E::_!E~T~5~~o~E~1::c:7~ L H.N. B.Z. _J Q 'cl -rl i <! 0 ~ '> ~ -t/1 ~ ~ ... ~ ~ ~ \. ~ 't, "' ~ 41 1-- 1.\:- r-~-----------------------------=--------------------------,7 f- >=l CL ::::: CL ::::: CL '° (Y) r---c, (\J --C, '-(Y) (\J '-c, '.J == 1 ==--== 1 l ' CX) CX) 0 0 0 ('lJ + (J'I 0 ('lJ + (J'I CX) CX) 2 lf) ('lJ + (J'I U') U') c.o I'- CX) 1 3 I Gf..-,7 !_£· ,-1 '° 0 1, I I ): I 0:::: I I C/.1 ij z <[ 0:::: I- SCALE = 1 :200 _J /, <[ u CONSTRUCTION NOTES: CD 0 100MM VIDE PAINT DOUBLE YELL□V LINES AND INSTALL RAISED PAVEMENT MARKERS PER CALTRANS STANDARD PLANS, A20B, DETAIL 22. 100MM VIDE PAINT VHITE LANE LINE AND INST ALL RAISED PAVEMENT MARKERS PER CAL TRANS ST AND ARD PLANS, A20A, DETAIL 9, 200MM VIDE PAINT VHITE CHANNELIZING LINE AND INSTALL RAISED PAVEMENT MARKERS PER CAL TRANS STANDARD PLANS, A20D, DETAIL 38, 300MM VIDE THERMOPLASTIC VHITE LIMIT LINE DR CR□SSVALK LINE PER CAL TRANS ST AND ARD PLANS, A24E, VHITE THERMOPLASTIC " .3}-'-" MARKING PER CAL TRANS ST AND ARD PLANS, A24A, TYPE IV CL), VHITE THERMOPLASTIC " => " MARKING PER CAL TRANS STANDARD PLANS, A24A, TYPE I C3,05M), VHITE THERMOPLASTIC O ~ 0 MARKING PER CAL TRANS STANDARD PLANS, A24A, TYPE IV CR), VHITE THERMOPLASTIC" ONLY" MARKING PER CALTRANS STANDARD PLANS, A24E. 100MM VIDE PAINT VHITE LANE LINE EXTENSION PER CAL TRANS STANDARD PLANS, A24D, DETAIL 40, 200MM VIDE PAINT VHITE LANEDR□P LINE AND INST ALL RAISED PAVEMENT MARKERS PER CAL TRANS STANDARD PLANS, A20C, DETAIL 37B, ~ I...,_ D U') 0:::: w <ez U') w 1-1 _J_j I I c.o u I- £1-1 I'-M2S C)_j I I I I I I I ' NOTES: = 5 I I = = 1= ' r EXIST TC ii u --- 1 ii----~~------~ EXIST TC 1. REMOVE ALL EXISTING STRIPING AND PAVEMENT MARKINGS THAT ARE IN CONFLICT VITH NEV STRIPING AND PAVEMENT MARKINGS LAYOUT. 2. ALL STRIPING DETAILS, MARKINGS, ETC., SHALL BE PER CAL TRANS STANDARD PLANS JULY, 1999. 3. ALL 300MM VHITE DR YELL□V STRIPING SHALL BE THERMOPLASTIC, UNLESS □THERVISE INDICATED . 4. ALL PAVEMENT MARKINGS, INCLUDING ARR□VS, LEGENDS AND LANE LINE EXTENSION THROUGH INTERSECTION SHALL BE THERMOPLASTIC, UNLESS □THERVISE INDICATED. 5. ALL EXISTING THERMOPLASTIC STRIPING MUST BE REMOVED PRIOR TD SLURRY. 6. ALL REFLECTIVE PAVEMENT MARKERS SHALL HAVE GLASS COVERED REFLECTIVE FACES DR BE 3M SERIES 290 MARKERS. 7. ALL NON-REFLECTIVE PAVEMENT MARKERS SHALL BE CERAMIC. 8. ALL STOP BARS TD BE 300MM VHITE AT 1/2 DELTA UNLESS □THERVISE NOTED. PROJECT, HOSPITAL ROAD AT NEWPORT BLVD RIGHT TURN LANE PUBLIC WORKS DEPT •• TITLE: -1soofof"iCAillwiA-=--wwioooFifRAN:SPoiiillicm1-::=::-:-:~~=;=-:-~~~=-=-:==-=;=-----::;~;;;;:::--7 THIS PLAN IS SIGNED BY THE CITY OF NEWPORT BEACH o, i--~ST~AT=E~OF~C=ALl=F=OR=NIA~_-~D=EP=AR=Tt.t=EN~T ~OF_T=RA=NS~PO"-'c'RT=AT=IO~N-1 PR~P D UNDER THE SUPERVISION OF '?~ofESSiav" _ _ ~~~ufROE~cE~1.AN~H:D~~E~c~ci~ Ri~o~~~~f~o:m STRIPING PLAN ~ 1-a_r_G_a_lt._r._"tl._n_'S ___ ~----------1 / ,, -~ ~ ·1,;. ,,,-,_""( _ DESIGN ASsuMPT10Ns AND AccuRAcY. ~ R<V>=•c =• APPROVED =• ~'v/ILLIAM G,(s;, ,t'.M<'E~RMAN ..,.o:ff. -~,~!;) M.I fiEV.a:ONa AS EU:LT ~. pr-ovod ~ ~ "' 17.G. Zimmerman Engineering, Inc. ·" ••• .----------=-------+=-==-r-=-r------+---------1 ., ,,,,AJI r -1 . .,10 , FOR REDUCED PLANS 1 •""'::;'"",:;,i..~=~;r-:-:c=--=-:=-==--::-::=-+.!:.....,~o~c:="~c•:::._c .!!:-=::==:· ::.._. ---J ~~~:'. 2!..:::c_ "'-', 71 " a. REGISTERED CIVIL ENGINEER RCE 48667 oirla: i:-:: r-~ • d. 1; ~--------+-----------! . E,q,.00-30-2004 • 1500 PACIFIC COAST HIGHWAY, SUITE D ORIGINAL SCALE IS IN MILLIMETERS i:.:0/<..::23:,_:/04-1 _::R.:_B --i'"-'''•'c:.:NJ:::_D.::::EXl::::.ST_:..:TE::::.l...:::CO::.:,:ND:._, -1--=c~--===---------l-A===-ft---------"'=-----, STRIPING 1 OF 1 ~ ' /; -J -80 1---'----'----,----'--l"LAN--=="-,-· -----rWJ,ppr-o,vo.J,,7/./ • llll LR_=_=_•D_DA_=_· ____ _J_AP-PR_OVE_D_D_AT_•· ____ _l~~/,~0:1~2.~'8.(~(00_/~~========----~~~>-~-~~~c:~~~:•)..l....\~<=~"=-... J_S~EA~L~B~EA:.:C~H:::,~C~A~90_7_4~0~~~~~J_-~-~"'~::_A_J_~o====2:!:0:===4:!:0:=:=6~0====:!_L==~~==.JC=-=~~-1==~~~[:~~~~~~~~==---=~~l:~~~~~~~d ---c. vr"""" ,.w_;: ___ ll lJ I Doalgnod By Drawn By Chockod By 5.("Z'-OI 1 J: PLANS APPROVAL DATE TEL.: 562 594 8589 FAX: 562 594 8549 I I I I R.e. H.N. e.z. / (..,," . = cAna SHEET 6 OE 1 7 ~ PROJECT NO. NB 993001 DRAWING NO. "'- Cl z ~ a: 0 ef\) ~ ~ I®) r, I ~ \"' ~ ©'.C a: w (I] ~ 7 ., ... .. :• •. " • ·:, ' ' 1- . -· -·--J'.=l 0.. z 0.. z _a (YJ lf) (Ji ('} ('\j .... rl 0 " '° rl " ' lf) 0 23 21 (9.144m 8+90.272 JOIN EXIST • C RT CONTROL DIMENSION) I i 9+00.000 _j _j <[ I :3: I f-I w 0::: I I I i /I I \ I I I --, I I ! ! ! ' ! ! I I-- I i ! ' I I I I , I I I I I i I I I ·-·· ----·· -- I I I I I I I I , _J _J <[ :3: 24 23 22 21 20 r------+-------+-------+---------1------------l---------1 I I EX TC 19,52;· / -----j f-w 0::: 20 19 18 I I i i ---... ___ I I " j I PROP TC - 19.46c i----------+---------+----------Jl--------1--------------1---•-------------------+-------------------·------r·-----------------------+'----·------------------1------------1---------·----+----------- I 9+16.180 2.03%/ 19 ( 12. 192m RT CONTROL DIME~ SION) I I I '---------___J_____ __ _____L ____ _l___ __ ~ __ ___J___ ____ J___ __ ___l___ __ __j_ ______ ~ __ ____j_____, _ ____1 ___ __L__ __ __J__ _ __:____j __ __________; 18 20 0 10 20 0 10 20 0 10 20 i i i SCALE: 1 :200 HORIZONTAL 1 :20 VERTICAL - 0 10 20 i 0 i PROJECT: 10 HOSPITAL ROAD AT NEWPORT -BLVD RIGHT TURN LANE DISTRICT 12 CALTRANS PERMIT PLANS MAY 1 7 2001 ATTACHED TO PERMITNO. 00-()7/{,, PUBLIC WORKS DEPT TITLE':, ! CROSS SECTIONS PROJECT NO. ! L U) z ~ [[ 0 ~r' ~- [[ . ~' w~ m ~ ::J z U) z ~ [[ 0 if) ~ Q!i) ~ ( Ir> ~ 0 oc [[ w m ~ ::J 7 \,) Ill \/1 ,J', <I' Cl '>- ,J " " z ~ D ~ " 4 u w z " > < C ~ " ' a " . w ' m z , 0 D z i1 ~ D ffi ~ 0 ~ " D 0 w u " D ~ D I z ~ ~ I , I 23 22 21 20 19 18 17 I- r=i Q_ :::,:: Q_ :::,:: Q_ 16 LD '<j- '<j- LD ' ('U 0 I I I I I I I I ' I I I I I ' ' I I I I · I I I I I I I I I I I I I I I I I I I I I < I ' I I I I I I I I ' I I I I I ---+---------+----+-------+------~---+----------+-----J,'----t----------+--------+-----I I f+-, (,~ )k I LJj EX TC 19.144 I _J _J <[ > -~ -~---~ J r------, PROP TC 19.080 2.65% _/ "-l 9+20.000 9+30.000 I I ' ! I l ' I I I / I I _J _J <[ > f-w D:'. PROP TC 18.080 I ' ' ,/ 2,84% ' I 9+40.000 I I I I I I I I I I I I I I _J <[ > I I I ' TC 17.080 ' I I I I I I I ' '/"-JI 4.09% _/ 9+50.000 I I I I I I I I I I I I _J _J <[ > f-w D:'. PROI) TC 16.080 20 23 22 21 20 1 19 18 17 ' I 16 0 PROJECT: HOSPITAL ROAD DISTRICT 12 CALTRANS PERMIT PLANS MAY 17 2001 ATTACHED TO PERMIT NO. /JfJ-t} 7/t 15 AT NEWPORT BLVD •• 0 10 20 0 Ct 10 20 0 10 20 0 Ct 10 RIGHT TURN LANE Ct i PUBLIC WORKS DEPT TITLE, SCALE: 1 :200 HORIZONTAL THIS PLAN IS SIGNED BY THE CITY OF NEWPORT BEACH' ~ t==Js~rA~TE[gjor[c~A~LIF[QOfilRN~IA~=~-=]o~EP~AR~n~1E]]Nr[ioQErJr'B!RAlliNfilSPiQ]oR~TA~TjQ1o[N =~T-;:P:;:R:;:E=;:P~A:--;R::-;E~D~U-;;N~D~E~R~T~H~E;::--S;:;-;U;:::P-;E;:;R-;--V~I-;::S~I□;::;-N~;:;0-;F---::::;;~~=---7 FOR CONCEPT AND ADHERENCE To c1TY STANDARD AND. =-• ,l "ofESS/a,,~ 1 ·.20 VERTICAL REQUIREMENTS. THE CITY 1s· NOT RESPONSIBLE. FOR -0 ct Co/trans I.J _ 111 -l~ (;I~~-\;. ,, ,;ii;':( DESIGN ASsuMPTioNs AND AccuRAcY. (U 1-•-=-•w-•□-.,,,-, ---~-APP-•ov-.-□ .,,,-,------1 (.... ,;,u,,w., v>"I~ ' lg ''7~~ tM,c•J REVIS:ONS AB EtJ:LT Arf:"ovod ·~ \,./lLLIAM G, ZIMMRMAN ' §,: m 'l'l.G. Zimmerman Engineering, Inc. •.. -,----F-O_R_R_E_DU_C_E_D_P_LA_N_S _____ +-.,,,_-n,--r--EJY---,------+--F---.,,-=--·R::aF--~.-. ----! 1:5Urw,{M9-ifu~, £:-17-0I ' s.._ REGISTERED CIVIL EN EER 0: RCE 48667 .•.• otrlc ORIGINAL SCALE IS IN MILLIMETERS l-'-----l--+----~------------1 P\.Q.JC~ENC:N:SER 'DATE CROSS SECTIONS PROJECT NO. NB 993001 DRAWING NO. R-5j-@_5 ... S ~. . __., r 1-.-EV-EW-,E-□-DA-T-.,------+--AP-PR_O_VE-O-□A-TE-,--------< 5'1;1,fo; ·J';;.;~•1-::~™~~· ~~~ ~~~~~ g~:g;4~1GHWAY, SUITE D ----~ ~ 0 20 40 60 80 1--D-o-' .. -,g-n_o_,__d_e_·y---r-D-r_a_w"""n---'ey_PLAN __ RZ"_-~·C_h_o~c-k-od_e_y __ :::;~o1ed I /4 -:>-1,-01 -g L~ _______ J_ ________ _j_JP~LA~N~S~A~P~PR~O~VA~L~D~A~TEC========--_::~o~;~CJoi~\.~,~::_J_:r~E!::L:...= ~56~2~59~4~85~8~9 _ _:::FA~X::...= ~56~2~59~4:_:·~s5~4~9j_ _ _:=~~~-_J_J::::I ====!:::'==~I~==~I====~I J__::::::__,;R;.~s==-c.l==-=~H;!,;-~N.;,.-_j===~s~-z"" . .J_j1=J~~~~-~~~~-~~=:___::S=~=~Ls~H_l:E_l:E2T::::J8~-~o~f:d1~7g·, ··•L '-,/ _J ' j ,-,, . ·. ·-I ··; j ' ' z ~ z ~ II 0 a: UJ [O ~ ::J z 4 2 C 0 ~ ~ 11 w ~ " 4 e; ~ ' 0 • " w w > 2' " I-~ (L ~ (L ~ (L 0 (U 'Sj- 'Sj- (U ..... ..... 0 "'- '° ...,.. "'-lD 0 OJ C 3: . c5 (") £ X ,._ u ·1 S2 L . .. --. -· Ll I I I I I I I I I I I I 1n I I I I I I I , I I I r I I I I I I I I I 9+60.000 I I I I I I I I I I I I I I ' I I I I I I I I I I I I I I I I I I I I I I I I I I I _J _J <[ ): I I I I I I I ' I I I I I I I . PR[ P TC 14,718 22 21 20 19 18 17 16 15 14 PROJECT: DISTRICT 12 CALTRANS PERMIT PLANS MAY 17 2001 ATTACHED TO PERMIT NO. 00-01/6 I 9+64.948 , A I · I ! •• (13.716m FT CONTROL PIMENSION) l 13 4,.4,----'------_L_ ____ __j__ _____ _L__ ____ __j_ _____ "---____ ___j_ ______ ~----~-----..L----~~20 HOSPITAL ROAD AT NEWPORT BLVD RIGHT TURN LANE STATE OF CALIFORNIA Q'Coltrons REVIEWED BY: REVIEWED CATE: 0 10 20 0 10 20 0 q__ 10 lt_ ti_ SCALE: 1 :200 HORIZONTAL -DEPARTMENT OF TRANSPORTATION PREPARED UNDER THE SUPERVISION APPROVED BY; /4)/~ • /,. ,AA~ 'w'ILLIAM G, ZIM~tRMAN REGISTERED CIVIL .. EER APPRO\fED DATE, 5/; r,/4; ,PLANS APPROVAL DATE 1 :20 VERTICAL W.G. Zimmerman Engineering, Inc. 1500 PACIFIC COAST HIGHWAY, SUITE D SEAL BEACH, CA90740 TEL.: 562 594 8589 FAX: 562 594 8549 PRELIMINARY PLANS NOT FOR CONSTRUCTION PUBLIC WORKS DEPT THIS PLAN IS SIGNED BY THE CITY OF NEWPORT BEACH FOR CONCEPT AND ADHERENCE TO CITY STANDARD AND REQUIREMENTS. THE CITY IS NOT RESPONSIBLE FOR DESIGN ASSUMPTIONS AND ACCURACY. REVIS!ONS AS BUJ...T typraved ~-F-o_R_R_E_Du_c_E_D _P_LA_N_s------+-.,.,-,,,,,-.---EIY--,------t---=--BC>CK--"""'-_-_-----1 tjJ. o•cl.VvlU ~ ORIGINAL SCALE IS IN MILLIMETERS f------ll---+--------1---------j PUa.JC wo,sxa ~ <:-17-ol CATE 0 I 20 I 40 I 60 I BO f-------''----'-----.-------'-PLAN--·-RS'S--,-,.· _____ --i ApproJeda, ;} I Designed By Drawn By Chocked By , ~/ R.B. H.N. B.Z. I t' -~ CATE TITLE: CROSS SECTIONS PROJECT NO. NB 993001 DRAWING NO, SHEET 9 OF" 1 7 _J L, z ~ 0: D fi >-ac m 0 ffi ~ 0 ac " 8 ~ ~ L------'~ a= ~ -- ~ ffi -t, DJ '-j: ~ I.) :::J (L) z V\ (!) z "' IJ D ' \ 0: Lil DJ ~ :::J z ,n \ " z ac 0 ~ " " u ui z " 5 4 ~ " ' 0 . " " m , z J 0 z ~ > rn 0 ffi ~ 0 " " 0 0 " u " 0 ~ 0 I z ~ ~ " z " 0 ~ " " u ui z " ~ 4 " ' 0 . " " rn z , J Q z ' I .• . 22 21 20 19 •· . 18 17 16 15 I- r=i 0... :z 0... :z 0... 14 (J\ (\j -- '° 'tj---(\j .-< I I I I I I I I I I I ' ! / I I • / I 1' ! I I ; I : / i I i I I I I I I I I I I I I I I I I I ' I / I / I ,---------t--------+---------r---~----+-------·-·--1---------+---------r---------,f-------;/L__--t-+----1----+------- / ! / / / i / / I / / : ~ / jj I I '~ I ' / : I H-I _J i / llJ I _J / ot( i <r: / I _j ' I _j <[ I > I . I 1,1 EX TC 14,54~ ' ----1------.._ _JI t-I '--r (/) ~ r ~1 4.04%-1-✓------~ PROP TC 14,349 l CJ I 1 9+ ?n.306 BCR l50r1r CF EX T' C 13,892 1 I I I ··------·· t-w Q'.'. I I I ! --: r_J --!-----PROP TC 13,870 , __ I - I ' --J --l ,,,----: 175rH''i • CF / I I/ 22 21 20 19 18 17 16 15 14 MAY 17 2001 ATTAC:--!::UlO PERMIT NO. 0~-IJ 7/& , (.-~ ... PROJECT:: .-< 0 '- '° .-< 13 '-0 ct 10 HALF 20 0 10 2.r '5% .. DELTA 20 30 NE\,/ 40 Rw 13 HOSPITAL ROAD AT NEWPORT BLVD RIGHT TURN LANE lD 0 0) 3: 0 STATE OF CALIFORNIA -DEPARTMENT OF TRANSPORTATION ct \,/ ALL SCALE: 1 :200 HORIZONTAL 1 :20 VERTICAL TITLE: PUBLIC WORKS DEPT TITLE: -qrn,~v,nnr. PREPARED UNDER THE SUPERVISION OF ~~ESS/a,,,: THIS PLAN IS SIGNED BY THE CITY OF NEWPORT BEACH «.,.t,,Jtr uuJ !'A~~ ,, " L~ FOR CONCEPT AND ADHERENCE TO CITY STANDARD AND 'tj-1-=::-:=-::--:-------,---------_J . , . $, . . <'l REQUIREMENTS. THE CITY IS NOT RESPONSIBLE FOR E R==eD av, -PR=CD av, , A'~ ~ ~"f, DESIGN ASSUMPTIONS AND ACCURACY • .. X 'w'ILLIAM G, ZIM~ MA~ Jg 1; W.G. Zimmerman Engineering,. Inc. ;-M. ,.. REVls:ONS AS BV:LT A,n,roved . ,; . b !-:::::==--==------+-----------1 REGISTERED CIVIL ENGINEER tl! RCE 48667 5) 1500 PACIFC C " •• -,•;'"' FOR REDUCED PLANS ..._=_:TE-t--=-J------+'H~=0 ~.,.~=:'.::"~"~,m,=:_· -----1 J'\A~l)IAr,{M,f,l~ 5-t">-OI · 1 R·"""""" DATE, APPROVED DATE, -/, • &e-0•-30-,... • I OAST HIGHWAY, SUITE o o r,c ORIGINAL SCALE 1s IN MILLIMETERS , PIJSUOWCRXSENa:Na5R DRAWING No. -g·' PLANS APPROVAL D~IL4/4:I ~~g;~;~,~aif~ STEEAL.·.L5B62EA5C9H4, 8C5A8990740 -~ A □ I 20 40 60 810 ~=o= .. =stlg=n=ejd==B=y==:::;;======±~PLAN~~.~~R:aP~~-===========~hA-;:;p-;:;p,-;;,.o~v~ ... ;_d_~&~'.\::,."'..~ /~:'.:'..... ____ ~DA:~:rE:!=_____j ~.; s~ ~$-~' .. · ... ·. •·. L_'----,----,------1'-----------:--'---'=~'=-..:~~~~.:...:..._ ___________ _.::::':~~":':_ _ _L2~~~~~~-~F~AX:=_:___:5~6~2~5~9~4:_81::5~4~9j__~~~~--LJ~==~l~====~l·===;hl=~CJL:::::::-=Ri-~e~,J:o:ro=w=n~B:y~H~.N~-,._lc:h:e:c:k=e~d~B~.:~-Z~-~L=:2/~=/~.~~a~~~,-~-HE==-~";>=-~~~~~o=l=i~s~H~E~E~T~1~0t~O;l':~·1h·~7~ CROSS SECTIONS PROJECT NO- NB 993001 . ., ·1 ·, _J -z ~ a: D ~ ~ ~ © f:- ~ 0 ((Jr' = ( a: w CD ~ :::J - ,, ': ,<pr-:···~~--,-----,--'----'--· __ ___:____:_ __ ___:____:_ __ _;___ __ --.---~-'-------,------'-----'---·----------,---,-----:___--~· 7 __ ::.c'o .... . ... ,. . . .. .. I .. • .. • .. •. ,. · 22 ·r----i----t----t------t----:----+----+-----+-_..,.:----'\---l------1------+-"---~-_'._' ___ ·, ' ... I I I ! f- r::::i Q_ L 0... L 0... 21 20 19 18 17 16 15 14 13 _J _J <[ ): 1--w (}'.'. \._ \ \ \ I I \ ' I \ \ I \ \ I I \ I I I I \ \ \ \ \ ' I I \ \ \ I ' I f--------+------1--..............J ---·---.!.----+---------+--.. I I I ~ 2. 8;,: \ r------:.: I 40 ~\ PROF 30 R/\v' _J _J <[ ): 1--w (}'.'. \__ I (}'.'. I I-I~ I CJ LJ I 2.0; EX TC 13,568 TC 13,564 _ --.___ n--i,.__ "'l(-2,811/. 200MM CF 39+88.854 ECR NEWPORT 20 10 _J _J <[ ): 1--w (}'.'. \._ ' \ \ \ I \ I \ \ \ I I \ \ \ \ \ ' I \ \ \ I I \ I ' I I \ I \ \ .......... -·-........... -··-. ---_ .......... ~·-----+-----~\----+------.. ---·--·--f-----·---+-----------1 0 i R/\v' SCALE: 1 :200 HORIZONTAL 1 :20 VERTICAL 30 \ \ I \ \ \ I _J _J <[ ): 1--w (}'.'. \._ w I (}'.'. 1·1 1-- 11 ~ I' X 11 w I LJ['-EX TC 13,458 200MM CF 1 '' I -------' JOIN EXl~T T~39+84.282 NEW~RT 20 10 0 i 13 22 21 20 19 18 17 16 15 14 .• PROJECT: HOSPITAL ROAD AT NEWPORT BLVD RIGHT TURN LANE TITLE: PUBLIC WORKS DEPT TITLE: DIST<ICT 12 CALTRANS PERN.IT PLANS MAY 1 7 20□1 ATTACHED TO PERMITNO.@-IJZ/6 THIS PLAN IS SIGNED BY THE CITY OF NEWPORT BEACH FOR CONCEPT AND ADHERENCE TO CITY STANDARD AND REQUIREMENTS, THE CITY IS NOT RESPONSIBLE FOR DESIGN ASSUMPTIONS AND ACCURACY. CROSS SECTIONS P~OJECT NO. NB 993001 _, ~ ln ' rr rr 0 w Q □ rr rr 0 □ u ~ g 0 c_ __ ___J ! I , t- A . fl.. ::;: <[ . ·. ::;: •. <[. . • (J', :9 •. ·'1). 0 ·-0. .. "· '° • -•.. ' • !fl I i I I I I I I I ' ' I I --..J I I I i (Jl i I 3 I I I I I I I I : !, : ' • C f--_J__L NOTE: CONTRACTOR SHALL REFER TD THE VATCH MANUAL FDR ALL TRAFFIC CONTROL CONFIGURATIONS. 0 -<( 0 0:: ' ' SEE DETAIL A ~ •• 0 ~=:JST~A~TE~Q!OF]C~AbijUF]OR~N~IA==-===]ogEP~ARITjn~.1EffiNT]O~F]T~RA\!INS~P~OR~TA~T!QION[=~T-;;;::;-;=-;:;:-;:~~-;;:-;-;:;-;;~~=--:;.-;;::;-;.~-;::-~:;--:~--=~;;;;::::----7 CfCaltri:lns PREP RD UNDER THE SUPERVISION OF RIGHT TURN SIGN LEFT TURN SIGN PHASE ) > CD 2 SCALE 1 :2000 RIGHT TURN LEFT TURN 0 ® @ ® © ® ® ® CD CD . . TRAFFIC SIGNING LEGEND . . SIGN # V □RDING SIZE Cl3 END CONSTRUCTION 1.5M X 0.61"1 C18 ROAD CONSTRUCTION AHEAD 1.21"1 X 1.21"1 C20CRT) RIGHT LANE CLOSED AHEAD 0,91"1 X 0.91"1 C30 LANE CLOSED 0.751"1 X 0.751"1 . RTS* RIGHT TURN 0.751"1 X 0.751"1 ELECTRIC FLASHING ARR□V BOARD . R18 RIGHT LANE MUST TURN RIGHT 0.91"1 X 0.91"1 R17 ND LEFT TURN 0.751"1 X 0.751"1 C20CL T) LEFT LANE CLOSED 0,91"1 X 0,91"1 LTS** LEFT TURN 0,751"1 X 0.751"1 SYMBOLS PROJECT: TRAFFIC DELINEAT□RS CONSTRUCTION AREA SIGN CONSTRUCTION ZONE FLASHING ARR□V BOARD MAY 17 2DD1 . ?ERMITN0._@-0.7/&. HOSPITAL ROAD AT NEWPORT BLVD RIGHT TURN LANE PUBLIC WORKS DEPT· TITLE: TRAFFIC CONTROL AND CONSTRUCTION AREA • SIGINING PHASE I THIS PLAN IS SIGNED BY. THE CITY OF NEWPORT BEACH FOR CONCEPT AND ADHERENCE TO CITY STANDARD AND REQUIREMENTS. THE CITY IS NOT RESPONSIBLE FOR DESIGN ASSUMPTIONS AND ACCURACY. PROJECT NO. NB 993001 ""- (:) z ~ 0: 0 ~ II ~ ~ ( ~ ~ ~~ 0: UJ [I) ~ ::i z ,,, z < 0 0 2 ~ " D ffi IT □ IT " D 0 u w . " D " D " 2 ~ " . . ··1-· .·:t=l TRAFFIC SIGNING LEGEND * RIGHT TURN SIGN .. SIGN # . \./ORDING SIZE . 0 C13 END CONSTRUCTION · l.51"'1 X 0,61"'1 ® ' C18 ROAD CONSTRUCTION AHEAD 1.21"'1 X 1.2 l"l ** LEFT TURN SIGN © C20CRT) RIGHT LANE CLOSED AHEAD 0,91"'1 X 0,9f"I ® C30 LANE CLOSED 0, 751"'1 X 0,751"'1 ® RTS* RIGHT TURN 0,751"'1 X 0,751"'1 ® ELECTRIC FLASHING ARR□\./ BOARD ® R18 RIGHT LANE MUST TURN RIGHT 0,9M X 0,91"1 ® R17 ND LEFT TURN 0,751"1 X 0,751"'1 CD C20CL T) LEFT LANE CLOSED 0,9M X 0,91"'1 0 L TS~o:s LEFT TURN 0,751"'1 X 0,751"'1 HOSPITAL 30m ..... I • I 75m TAPER 75m BEGIN F TAPER FDR ADVANCE © \./ARNING SIGNS SEE SHEET 12 OF 17 YL ~ RIGHT TURN LEFT TURN = oc: 0 20m PHASE D i S-YMB□LS c.--2---0 "'IT ROAD TRAFFIC DELINEAT□RS CONSTRUCTION AREA SIGN ' CONSTRUCTION ZONE FLASHING ARR□\./ BOARD E 0 (Q E 0 IV) -··----··--------------------- CONSTRUCTION ZONE I i ' I I I I I I I I I I I I I I ' I 0 / / / I I I I I I I .I I / t I I I I II I I 1 I I / , ; / I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I 1 I I ' I , 1' / ' J L) I I n ' I / I i ! i ' i I I I I I I I i / I I I I I , I I I I I I I I I I I I I f I I / / / I I I I I I I I I I ' I I I I I I I I I I I I I I I I ' I ' I I I I I I== fr: 0 Q I I I I I I I $ I I I I I ' I ' I LJ ! • I ! i a > ==1 ca E 0 CX) ~ '---I A DISTRICT 12 CALTRANS PERMIT PLANS MAY 1 7 2001 . . (L DETAiL A I I I I I • I I I z ... , ' , • .. ::E: <C I SCALE 1 :400 I I I I I ATTACHED TO PERMIT NO lf1J-(} J/ b , PROJECT: ; ::E: <C C} .':;:? 111 .:111 0 NOTE: HOSPITAL ROAD AT NEWPORT BLVD RIGHT TURN LANE -,'Q' PUBLIC WORKS DEPT '-,\0 • • •. ·.~ t~;~s==T~A,.,.,,T~EJoi[rJ'lcAillu,..,,rt'.Qo~RNilA1A,=:,=.:-.:::=filDE~PA~RTJ,jlMEiliN.!...T~o~r.JrfilRA;IBNs,§Po~R~T~Ac!!.!TililO,filN=~::r;;;~~~~~=-;;--:;::~~~~~~~~--=~~=---7 CONTRACTOR SHALL REFER TD THE \./ATCH MANUAL r r ... ra·'~vnn.rr ' P.REP{j_AR_ED UN_ DER THE SUPERVISION OF FDR ALL TRAFFIC CONTROL CONFIGURATIONS, THIS PLAN IS SIGNED BY THE CITY OF NEWPORT BEACH · OJ 1---::cc--------------___J REQUIREMENTS. THE CITY IS NOT RESPONSIBLE. FOR TITLE: TRAFFIC CONTROL AND CONSTRUCTION AREA SIGNING PHASE I DETAIL "A" PROJECT NO. NB 993001 -,; c,..4 I tr,,,, _, ~ FOR CONCEPT AND ADHERENCE TO CITY STANDARD AND ' ~-REV1£WE.D BY: APPROVE:D BYl ~:-:--:"':-:':. "-:=:::='=:'-"'--::}.-'·~=L!.!!CL,!,<!~.e::,::.:.· _ __,_ DESIGN ASSUMPTIONS AND ACCURACY. . 7 ~~~~JR~~ c~;L ~~MAN . • • W.G. Zimmerman Engineering, Inc. • • ,----;:F:;;-OR~RE;:;:D~UC;::;:E:;:;D-;:P~lA;::;N;:::-S----...,-+0;:::,..;-;:'""'~-=-REViS.-iS:O_'_NS ___ --+-=--'---c.,0~:=-:-=::=_=~--_____j '?J~r~;t11.rk,. ~ • ~ r.:R:=.,,,:=.,.,::::: .• =-o::-:DA=TE,-, ~. --.,.----,----::.+A-PP-RQ_VE_O_O_ATE--,,-----1 1500 PACIFIC COAST HIGHWAY, SUITE D ORIGINAL SCALE IS IN MILLIMETERS t---+---'-+----"--f...'.::=-==-=::.__ __ -.J $ti y~~~ • S-I -1 DRAWING NO. , i't PLANS APPROV.''L•L/T/E(,,/41. SEAL BEACH, CA90740 ~ ~ 0 20 40 60 80 ~==1==j====.::::;====±~·......,.e·~~""""~-~-==========if-:A..:p:;;::p::::ro;;v~e;:d~~===~~----'-~0 "~""'~-_j /?_;. rs, .. ~15'. -'5 .· ! ~ -~~-~-'------'---'-------:--__J:..___:_~.::'....'.:~~":._~'.:::"'.'.::...~.,.......----------====~~:__J_T~E~L.:~5~6~2-::,:5~94~-~8~58~9-~FA:2X::_5~6~2-::,:5~~4-~8~4~j_-=-~_:_ __ l__!====::::!::====~==::::!====~j___:Oe:s:lg:n:e~d dB~y~_r_Or:::, a:w::n_:By~~..J:C:he:c:k::ad~B~·yh,_L:1~~~~§~'.::::==~~"'-~~C:G;;;~;i~;:~~ . . . _,_,,-o, ,i ·.. R.B. H.N. a.z. CATE SHEET 1 .3 OE 1 7 ' __J z (:) z ~ II 0 IF=' ~ ~ i ~ ~~ ~ 'f. ::J ~ z (:) Z .0 ~ ~ II .\_,_ 0 - Hi~ m ~~ ::J C:-.1. z ~'} ---..,,:, $ ·-<I: s;:.. II If' 0 v • Hi m ~ ::J z ::t: z z Q ~ ~-► < rn C C D w ~ 0 C C D a 0 ~ D J D I z 3 ~ 4 2 C D ~ 4 0 w z " 5 < C ITT -' 0 . " w 0 z , Q ~ tr iii C rr 0 w ~ 0 C rr 0 0 0 ~ 0 J 0 I z 3 ~ " z C D ~ :J 4 0 w " < " ' 0 C w rn , " z ► rn " w 0 C 8 C z 3 ~ . . . ;•· ." _· . -.. ·~.:· · .. r ' ". I ,. -· .,<:': . I-' 0 CL ::;: <I: ::;: <I • 00 • • (\J '° .... .... .... .... C) • '- 0 0 z (/) -i :::0 C () -i 0 z N 0 z fTl 180m I I I ! 0 <( 0 0:::: I I ..0.. I I I ~ <( I=- = 0.... U1 0 ::r: SYMBOLS TRAFFIC DELINEAT□RS "'O" • CONSTRUCTION AREA SIGN CONSTRUCTION ZONE FLASHING ARROW BOARD 60rn 30rn 30rn ------• ·----------- ------ PHASE DETAIL NOTE: CONTRACTOR SHALL REFER TD THE WATCH MANUAL FOR ALL TRAFFIC CONTROL CONFIGURA TIDNS. -------- B .. \D ..... • • ~ ~=~Js~TA~TE~Qlor[c§A;QuEfro@RNilllA[· =~=]DjEjEP~ARgfT1i]1.tE]NT[QlorCTIBRA~N~SP~OgfRT~AT[!Q1o!fl:N==J-.:;;-;~~~-;-;;~~---:;:-;-;-;---:;-;-;-;:;-::::-;:;~~;=:-:-;~~-:;;;;3;:;:::---7 ) ) (]) :2 SCALE 1 :400 RIGHT TURN SIGN ** LEFT TURN SIGN RIGHT TURN LEFT TURN ' 0 ® @ ® ® ® ® ® 0 0 TRAFFIC SIGNING LE·GEND SIGN # WORDING SIZE C13 END CONSTRUCTION 1.5M X 0,61"1 ClB ROAD CONSTRUCTION AHEAD 1.2M X 1.2M . . C20(RT) RIGHT LANE CLOSED AHEAD 0,9M X 0,9M C30 LANE CLOSED 0.75M X 0,75M RTS* RIGHT TURN 0,75M. X 0.75M ELECTRIC FLASHING ARROW BOARD RlB RIGHT LANE MUST TURN RIGHT 0,9M X 0,9M R17 ND LEFT TURN C20CL T) LEFT LTS** LEFT PROJECT: LANE CLOSED TURN HOSPITAL ROA AT NEWPORT B 0,75M X 0,75M 0,9M X 0,9M 0,75M X 0,75M CALT,~NS PrnMIT PLA DMAY 17 2001 ATTACHED TO RIGHT TURN LA 1\1 E'MIT NO/Jo-071/2 TITLE: PUBLIC WORKS DEPT TITLE: TRAFFIC CONTROL AND CONSTRUCTION SIGNING PHASE I DETAIL ''.B" ~t-=R~~~~~~o~~!~--·~_n_~----,----PR_=_EO---,----~-P-R_EU,=P~R=Q=L=u=~D~t~R~·=~=:=01:!-<A'.!&=S=U=P~E·~Rv_·_rs_rn_N□F en WILLIAM G, ZI~RMAN ,v.G. Zimmerman Engineering, Inc. r-r-r-r-r-r---------l---r-~-r--o_NS:::__ ___ j_ __ _:.AS::_:BUJ..::=T.:__ __ _J Ar:t':roved THIS PLAN IS SIGNED BY THE CITY OF NEWPORT BEACH FOR CONCEPT AND ADHERENCE TO crrY STANDARD AND REQUIREMENTS. THE CITY IS NOT RESPONSIBLE FOR DESIGN ASSUMPTIONS AND ACCURACY. PROJECT NO. NB 993001 ' o/ . REGISTERED CIVIL ENGINEER FOR REDUCED PLANS f-0.:..:.".:..:.:-re=t--.:..:.""''-+--------i:-.:H~==-·~0~":'.'.:·0:::0 ::c."'~"'='"=·---_j ~rµdmfklY'1'.b,n.. 5-l7-DRAWING NO. -1-:--c--,--------+---------1500 PACIFIC COAST HIGHWAY, SUITE D ORIGINAL SCALE IS IN MILLIMETERS PUSUOwo,sxaENC:NSER CATE • ,S •"-"<wEo DATE, • -•R=eo DATE, 5/J&,/o/ SEAL BEACH, CA90740 0 20 40 60 80 f----'--L___-.-_ _.__1_:_PLAN=_::"""'°=..-;_,· ___ __j Appro ed } ~_i~1J~_~=~ -•. ai PLANS APPROVAL DATE TEL.: 562-594-8589 FAX: 562-594-8549 Designed By Drawn By Checked ·By ~-1"7•01 • ... ··· ... ···•· 1 ° L-~-------,--:--1,---------_JL.,'.~::'.....::'....'....~'.:=...:'.2'..::........ _____ r-_____ :::::':::@':':'._ _ _L!_:::.:.,.2~=:'.~~-~~~~~~~L-f-----_J_~====:!:=::=:=1=::=:=!:=:=::::!__L__::_=::__::.=_,,~R-~B~-,_J=:_::=~~H~-~N~-_j===~e~.z'=. =-.J__=:~] .. :5J~~~ENa:NlSSR~~E:==--~J=~:-re~J_s~· !::IH~· E::E:.:!T::C. J:1 ~4-~~q~F:~1~7bd_j L (!) z ~ 0: 0 0: w [D 2: :::J z (!) ..,, ' . f- A Cl: ::t '<[ ::,: <[ 0 -lf) (\J -- .. -0 --,_ '° -' 'lf) 0 SYMBOLS TRAFFIC DELINEATORS "'O" CONSTRUCTION AREA SIGN CONSTRUCTION ZONE FLASHING ARROV BOARD NOTE: CONTRACTOR SHALL REFER TD THE VATCH MANUAL FDR ALL TRAFFIC CONTROL CONFIGURA TIDNS, STATE or CALIFORNIA DEPARTMENT OF TRANSPORTATION PREPARED UNDER THE SUPERVISION ct Ca/trans 1801') OF E 0 (\J _:=:·::---- _J <( 1--(L if) 0 I ~-------------• -: ~ -.:.:--~------------:-----::_c_=:c:_::= ~ 2 ~---~ :__" PHASE II ) > CD 2 SCALE 1 :2000 * RIGHT TURN SIGN ** LEFT TURN SIGN SEE DETAIL C (f) J RIGHT TURN. LEFT TURN TRAFFIC SIGNING LEGEND SIGN # VORDING . SIZE 0 C13 END CONSTRUCTION 1.5M X 0.6M ® C18 ROAD CONSTRUCTION AHEAD . 1.2M X 1.2M @) C20(RT) RIGHT LANE CLOSED AHEAD 0,9M X 0,9M C30 LANE CLOSED 0,75M X 0,75M © RTS* RIGHT TURN 0,75M X 0,75M ELECTRIC FLASHING ARROV BOARD ® R18 RIGHT LANE MUST TURN RIGHT 0,9M x 0,9M R17 ND LEFT TURN 0,75M x 0,75M 0 C20CL T) LEFT LANE CLOSED 0,9M X 0,9M LEFT TURN 0.75M X 0,75M B PROJECT: DiSTRiCT 12 CALTRANS PER,V.lT PLANS MAY 1 •1 2001 ATTACHl:DTO PERMIT NO. CC-07 //,, HOSPITAL ROAD AT NEWPORT BLVD . RIGHT TU.RN LANE TITLE, PUBLIC WORKS DEPT TITLE, THIS PLAN IS SIGNED BY THE CITY OF NEWPORT BEACH , FOR CONCEPT AND ADHERl;:NCE TO CITY STANDARD AND REQUIREMENTS. THE CITY IS NOT RESPONSIBLE FOR DESIGN ASSUMPTIONS AND ACCURACY. • TRAFFIC CONTROL AND CONSTRUCTION SIGNING PHASE !I PROJECT NO. NB ·993001 0 tt " 0 cr " O 0 u ~ g D I L--------' ~ ~ b ~ ©): ~( IB ,, a: w CD ~ ::J ...,, " z cr D ~ CJ ~ u w z " ~ 4 a ' 0 . " ~ :, v· c-· ~ 0... ::E: <C ::E <C ·ST ru (") ('1. ---c,. '--· '° -'-If) C) OJ "' ci ST I --d -P a, : C SYMBOLS TRAFFIC DELINEATDRS CONSTRUCTION AREA SIGN CONSTRUCTION ZONE FLASHING ARR□\./ BOARD 641') NEWPORT -.-- D NOTE: CONTRACTOR SHALL REFER TD THE \./ATCH MANUAL FDR ALL TRAFFIC CONTROL CONFIGURATIONS. STATE OF CALIFORNIA CtCo/trons RE:I.IIE:WE:C BY: DEPARTMENT OF TRANSPORTATION APF"ROvE:D BY: PR_E~ lD R TH~~VISI□N \./ILLIAM G, ZI ERMAN REGISTERED CIVIL PLANS APPROVAL DATE OF D ---l -- I I \ . I I \ "\ --I I I I I I I I I j I I I 11 If I! 11 ! ! 1: I Ii 11 I ( I I ---, I I I , "- '------' I I 0 -<t 0 ~ ---------<---- 1:-~--~---- , --c____ -----==--=: I I ---- * RIGHT TURN SIGN ** LEFT TURN SIGN -------- RIGHT TURN LEFT TURN ------------ ---. -·------------ TRAFFIC SIGNING LEGEND SIGN # \./ORDING SIZE 0 C13 END CONSTRUCTION 1.5M X 0,6M ® C18 ROAD CONSTRUCTION AHEAD 1.2M X 1.2M @ C20CRT) RIGHT LANE CLOSED· AHEAD 0,9M X 0.,9M ® C30 LANE CLOSED 0.75M X 0,75M ® RTS* RIGHT TURN 0.75M X 0,75M ® ELECTRIC FLASHING ARRD\./ BOARD @) R18 RIGHT LANE MUST TURN RIGHT 0,9M X 0.9M ® Rl 7 ND LEFT TURN 0,75M X 0,75M 0 C20CL T) LEFT LANE CLOSED 0.9M X 0,9M 0 L TS** LEFT TURN 0,75M X 0,75M L I I ------------.J -7" I ,- ! I I i PHASE DET-AI L W.G. Zimmerman Engineering, Inc. 1500 PACIFIC COAST HIGHWAY, SUITE D SEAL BEACH, CA90740 TEL: 562-594-8589 FAX: 562-594-8549 ----------------- ) > ED ) SCALE 1 :400 PROJECT: ._____ DISTRICT 12 CALTRANS PERMIT PlANS -------MAY 1 7 2001 ATTACHED TO I P, .',\ITNO. /j(J-07/b . HOSPITAL ROAD AT NEWPORT BLVD RIGHT TURN LANE PUBLIC WORKS DEPT THIS PLAN IS SIGNED BY THE CITY OF NEWPORT BEACH FOR CONCEPT AND ADHERENCE· TO CITY STANDARD AND REQUIREMENTS. THE CITY IS NOT RESPONSIBLE FOR DESIGN ASSUMPTIONS AND ACCURACY . TITLE: TRAFFIC CONTROL AND CONSTRUCTION SIGNING PHASE II DETAIL "C" PROJECT NO. AFfrr-oved r--:F==o=R-:R:::E=-ou-:c:::E::-D-::Pc-LAc-N=-s-----+=-0 ... -,=--,,-,--..-,...:-:--i------+-F<a.D-~=--....,.-_-_ ----1 fsJJ,..uAi1119,lA -b ORIGINAL SCALE IS IN MILLIMETERS f----il---t------f-'-'=:....::::=_:.=:_:_ __ ___j ~ ;.(~~ ReVlSlONS AS BUJ..T NB 993001 0 20 40 60 80f--__JL---l.---,--'----'-PLAN-~""'1"=;,-_____ ___j OesJgned By Drawn By R.B. H.N. Checked By· .• B . .Z. DATE ' SHEET 1 6 OF': 1 / 's _J (!) z ~ II 0 / ~r:.. - II '-f UJ - []J "' ~ :::J 0 z _{ (!) z - ~ "' .. ~ II '-0 ,_ \ l i ~ 0: UJ []J ~ :::J - <( z " 0 w :, <( u uI z " ~ 4 " ' □ . " ~ z , 0 g z ~ > • " 0 w ~ □ " " 0 8 u " □ ~ 0 I z 3 ~ l1 " 12 1l uI ,; " ii: ;a -' □ . ~ •."·.:.,;. .' ' ' , • r. _, ;: ,-" :: t " H ,-" t; [~ I-A o_ ::;: <[ ::;: <[ (\J If) (\J s;- CURB SIDEw'ALK-~ HOSPITAL ROAD cu r--- cu D O', + ro PLACE SANDBAGS RETAINING \./ALL SLOPE GRADING AND LANDSCAPING CONSTRUCTION DETAIL A SCALE 1 :400 LANDSCAPING _ _,.,, CONSTRUCTION 38+81.418 =-- 3 '-Q I (/) 2: <[ Q f-. _J ;;;, <[ u 3 rt I I , // I' Q -:,,:: I , I _j I / i <[ j I (/) 2: <[ Q f-. _J <[ u '-, _I I _> J ! / w ' 1' A I I '-i • /' I ' (/) I /II I / I I I I I• I I I ' I ; I I I I ~ I ' I :=) I I U I 1 , II I I 1 I I I I I I I i I I ' I i I I '~ •• D i ' I I ' ' I I I ' I I I ' I ! I ! I I i ! I I I ' I I I I ' ' I I I ' ' I I I I I ' I I I I I I a I I I I I I I I I fl ! I I I ~I I 1/ I I'+ i I ~ ~ I i I I I I I :1 ~ I N/ I';/ I ' 0 ROAD CONSTRUCTION i I ' I I J ! I ! ' I I I I I I I I I I I I I i ' I ! i 0 0 6 " ,-, ! r I I ! w I I I ,. I ' IIO I i q;J I I I r-. I J I QI / I I"' I / I I I I I I I ' ' • o i I I 'r / J I h= / , I n..,,,, ' I i~I II I • I ! (!) I f I 01 I ,i ~ I j : o/ co • +! I 'i's',.,/ i I I I I I lo I I 0 "' + i I ii i ! " + I I I I I / I I I I t I I I I I I I ! I I ~1 -! • I I I I ! I ' I I I I I I I i ,/✓- / II I ' I I I I I ' I I ' I ' ' I I I I ' i ' I I I I I ) I 3 "-Q (/) 2: <[ Q f-. _J <t u SYMBOLS ~ 00 SLOPE GRADING SAND BAG 1 BAG \./IDE AND 2 BAGS HIGH ROAD CONSTRUCTION ZONE LANDSCAPING AND IRRIGATION PROJECT, HOSPITAL ROAD .. DlSTR!CT 12 CALTRANS PERN\IT PL/,NS MAY J_ 7 2001 ATTACr:ED TO PERMITNO. t1J-·07lk AT NEWPORT RIGHT TURN BLVD LANE PUBLIC WORKS DEPT TITLE, THIS PLAN IS SIGNED BY THE Cl1Y OF NEWPORT BEACH FOR CONCEPT AND ADHERENCE TO Cl1Y STANDARD AND REQUIREMENTS, THE Cl1Y IS NOT RESPONSIBLE FOR - DESIGN ASSUMPTIONS AND ACCURACY. EROSION CONTROL PROJECT. NO. NB 993001 DRAWING _