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HomeMy WebLinkAboutR_5986_S::r: I;! .. u .. "' <I: '"' w " ADAMS AVE, 0:, u z CITY OF COi.LEG[ D ..... COSTA l::J z ~ MESA i " -i l ..... z :::) ::r: µ__ VICTORIA D >-..... -u 19TH ST. i 0 -INDICATES AREA DC[4N SHOIJN ON LOCA Tl□N MAP VICINITY MAP SCALE, 1' = 4400' SYMBOL LEGEND • 0 tr 0 POWER POLE MANHOLE FIRE HYDRANT METER BOX --©-------VALVE POWER POLE ANCHOR -x-x-x-FENCE BLOCKWALL 0 TREE 00 SHRUBBERY ---- BUILDING EXISTING CONSTRUCTION PROPERTY LINE NEW CONSTRUCTION ---l---CENTERLINE ___ _s ____ SEWER LINE -----'-'-----WATER LINE ---G---GAS LINE --E __ POWER LINE -TEL-TELEPHONE LINE -TY--CABLEVISION LINE :a: -u- lNT. H.P. STREET LIGHT SIGN INTERSECTION HIGH POINT DIAL TOLL FREE 1-800-422-4133 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT Of SOUTHERN CALIFORNIA <C w vl CITY OF IRVINE U.C.J. ., JECT ~ :AID ~--------·]). PUBLIC WORKS DEPARTMENT BAYVIEW WAY STREET IMPROVEMENT EAST OF JAMBOREE ROAD DATf / l GENERAL NOTES ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL, EXCEPT AS OTHERWISE STATED IN THE CITY'S STANDARD SPECIAL PROVISIONS, OR IN THIS CONTRACT'S SPECIAL PROVISIONS, BE CONSTRUCTED IN ACCORDANCE WITH THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION," 1991 EDITION INCLUDING SUPPLEMENTS TO DATE. 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 OF CONSTRUCTION, 3 ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR, DIMENSION, AND FINISH TO ADJOINING IMPROVEMENTS. 4 STATIONING REFERS TO THE CENTERLINE OF ROADWAY. ENGINEER'S NOTICE TO CONTRACTOR: THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF THE CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRATOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE ENGINEERS HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK IN THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. BENCH MARK: OCS BM 3N-61-89 El= 56,989' NAVD 1988 R/W I 104' R /W BASIS OF BEARING: ' 52' ' ' 8' 44' FS PER PLAN STREET CROWN 1.7% 27' 1.7% 52' 5' 18' ' -2' I ' ' :I ,--__ J '-..._~Jt-r ___ I \__ 3 '' , EXIST. ' EXIST. \\ 1 \\' SIDEWALK SIDEWALK EX. 1 O" W EX. 6" SS EXIST. WALL STA. 89+99.80 TO STA. 91 +45.81 TYPICAL SECTION N.T.S. TRAFFIC INDEX (T.I.) = 8 I VARIES VARIES VARIES 8, R/W 8' VARIES VARIES 5' VARIES 2· -2· STREET j ~ ' ' I VARIES FS PER PLANI\ 1.7% CROWN 1.7% ~-:::r-----..._f· 7 MAX >; R /W ' ' ' I J '-..._ilf4 EXIST./ SIDEWALK -......:f n \_PRO~ SIDEWALK 6" ss STA. 85+ 72.52 TO STA. 89+99.80 TYPICAL SECTION N.T.S. TRAFFIC INDEX (T.I.) = 8 EMERGENCY TELEPHONE NUMBERS AGENCY SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY PACIFIC TELEPHONE COMPANY CITY OF NEWPORT BEACH (UTILITIES DEPT.) COUNTY SANITATION DISTRICTS NUMBERS 634-0251 895-0221 611 644-3011 962-2411 EXIST. ]~-, II WALL COMCAST CABLEVISION 542-6222, AFTER 6:00 PM 542-3975 I · .. _·• i I ONSITE IMPROVEMENTS PeRj ~ECISE G!JAPING PLAN • :~ r ,c ,i:/.' j::jf __ # _ __...,,.,, ,· ,i,,,/111',..... - - ' ,_,_. THE BOUNDARY SHOWN HEREON IS RECORD DAT1\ ONLY AND WAS COMPILED FROM CALTRANS RIGHT OF WAY MAP NO. TR-73 AND RECORD OF SURVEY 96-1032 FILED IN BOOK 161/29-41 IN THE OFFICE Of THE ORANGE COUNTY SUREYOR. cc:;:::::::::::::::::~~~~:_;_,!;':i~ ___ c-><, ::::---_ SHEET INDEX: TITLE SHEET __________ 1 PLAN AND PROFILE _______ 2 DETAIL SHEET _________ 3 -----SIGNING & STRIPING PLAN _____ 4 DETECTOR LOOP PLAN ______ 5 STREET IMPROVEMENTS CONSTRUCTION NOTES NO. DESCRIPTION 1 CONSTRUCT FULL DEPTH AC PAVEMENT 2 INSTALL BARRICADE WITH W-31 (END) SIGN PER CITY OF NEWPORT BEACH STD-900-L, SEE SHEET 3 3 CONSTRUCT 6" SIDEWALK BEHIND DRIVEWAY PER CITY Of NEWPORT BEACH STD-160-L -A. SECTION A-A. SEE SHEET 3 4 CONSTRUCT 9" CONCRETE/ 4" AB PER GEOTECHNICAL RECOMMENDATIONS 5 CONSTRUCT 6" CURB ONLY PER CITY OF NEWPORT BEACH STD-182-l, SEE SHEET 3 6 CONSTRUCT EMULSION-AGGREGATE SLURRY PER CITY OF NEWPORT BEACH SPECIFICATIONS, SEE SHEET 3 7 INSTALL TRAFFIC LOOPS WHERE SHOWN ON SHEET 5 AND PER CITY OF NEWPORT BEACH SPECIFICATIONS, SEE SHEET 3 8 PROTECT IN PLACE EXISTING ITEM PER PLAN 9 NOT USED 10 RE.LOCATE EXIST STREET LIGHT #7526 ANO PULLBOX 11 REMOVE EXISTING BENCHES AND DISPOSE OF AT AN APPROVED LOCATION 1~ INSTALL STREET SIGNAGE PER SIGNING & STRIPING PLAN 13 NOT USED 14 CONSTRUCT DRNEWAY APPROACH PER CITY OF NEWPORT BEACH STD-160-L -A, SEE SHEET 3 15 REMOVE AND REPLACE EXISTING SIDEWALi< 16 CONSTRUCT 4" PCC SIDEWALK PER ClTY OF NEWPORT BEACH STD-180-L, SEE SHEET 3 ,-REMOVE EXISTING CURB AND GUTTER AND DISPOSE OF AT AN APPROVED LOCATION 18 REMOVE EXISTING SIDEWALK AND DISPOSE OF AT AN APPROVED LOCATION 19 NOT USED 20 SAWCUT, REMOVE, AND DISPOSE OF EXISTING AC PAVEMENT 21 RELOCATE EXISTING TREES TO BEHIND NEW SIDEWALK 22 RELOCATE EXISTING IRRIGATION CONTROL VALVE (ICV) . QUANTITY 200 1 600 1,100 150 40,700 - - - 1 2 1 - 1 145 1,100 260 1,600 - 260 2 6 UNIT SF EA SF SF LF SF - - - EA EA EA - EA SF SF LF SF - SF EA EA ' t; < ~ ~ ..---------------------1 APPROVED BY: g • ~1'4 '=-.) ~ I -1 '1 -Io ~ CITY TRAFFIC ~iiNfuN~RCE NO. 45521 DATE ~ ------------, ..... ----------------------------------------------.---------..... --------------------~~ REVISIONS APPROVAL RECOMMENDED BAYVIEW w A y § PREPARED BY : •11111 ;.FUSCOE DESCRIPTION APPROVE STREET IMPROVEMENT PLANS DAVID KEELY, CE 66013 1-----+----+-+-------------+-----f SENIOR CIVIL: ENGINEER TITLE SHEET DATE: /llfflO t--t----t---t--------------t------,i.;;; NO. DATE BY I I I I I I I I I I I 16795 Von Kannan, Suite 100 Irvine, California 92606 DRAWN BY: OF WPO AC R-5986-S tel949.474.1960•fax949,474.5315 AR CITY NE RTBE H 1-------tf fuscoe 1----t----+--+-------------+-----1CHECKED BY: DATE : n L._ _______________________________________________________ ___. _________ ___. ___________ www_. __ .co_m _____ __.__..._ _ ___. _ _._ ___________ _._ ___ ..J.. ____ GM_.__6..._/_1..._6/_2_00_8...L. __ P_UB_IJ_c_w_o_R_KS_D_E_P_AR_T_M_E_NT __ ...L.s_H_EET __ 1_o_F_5___.; .,. t ' U\ ... ~ • ..,... a~ 00 0 . I-- "' <D -H + 00 '° -00 • "' <( N I--~ V) \ ----.'---_{-_1_:Q%) ~; TOP OF NLY CUR;- 0 x ID w -z 0 0 ..,: -, l[) + ~ ,..._ i::' O'.) ~ -"' -N ~ 0 i::' u 0 0:: w I-- O,_ <X) ~ 0 0 0 0, 0 N I') N I') N "' N ,..._ + + ,..._ ,..._ co co i i V) V) 0.5% <.O ~ <O (D 0 -0 <.O + i::' 0 . ,..._ §' O'l X lfl 0 (D u 0 0 0 w . <X) 0 0 I--0:: I--O,_ 0 (D +I O,_ ~ -... '° zo ,..._ N 0:: <X) <D o+ i::' ro + "' ..,. -0 -, "' N 0 (D ..,. N <D <X) N N N -H 0, N "' "' ~ 0 ,..._ + 0 <( N ~ ,..._ + <X) I-- I - - N 00 00 Ul "' '° co -H N '° i ,..._ + i <.O IJ) Ul N IJ) V) N ~ _j.1-~ ~ - PROP. TOP OF NLY CURB t<) ::c: (0 0 <D x ... 0 ,..._ 0 ... I--Wo~ 2§ 0 zqf:2 0 0 <D ... ro co "' 0:: ,..._ N + -"' N 0 0 + O,_ + ..,: 0 Oo +1 + I--0 I--0 0 '+N ~ N O'l -oC! 0, c;, ~--0, ... ~ i::' 0, "' N ,n <D i i , N i <( N i ... + "' V) Ul ~ N +I I--V) "'a 0 Ul w 0, > 0, ~ a:: ..,: 0 N ~ _J u -- ~ a:: ~ 0 i::' I--0 w -H +I ... N '° N "' ... .,-; <D ... "' N N ~ + ~ 0, i V) z 0 .., TRANSITION 6"CF TO B"CF lL p "' ~ ~ ro ro 0 "l "' -N N ., ,,; "' _, ~ Cl ;;; 0 ,,; TRANSffiON 6"CF TO B"CF lL p "' ~ ~ ro ro "' IX! "' -N "' --- (!) z 0 .., l 20 -----------------------------------------------------------------------------------------' DETAIL B 20 20 84+00 EX. R/W I I \ I I I I I I I I I I I I I 85+00 .. It ' --\-·---lO'SS NOTE: REMOVE ALL OBSTRUCTIONS FROM SIDEWALK. \ I \ I \ \ I Q "' C) z S2 f 0:: ::c: "' i.'i <D • -x .w N ,..._z +-~~ ~ <( Ul I--lL Ul +I "' O'l "' N ~ "'~ oV> . lL 00 ,..._ -H +m ,nN co • N <( N I--~ r.n 86+00 LINE TABLE LINE LENGTH BEARING L1 61.90' N6T26'36''W 87+00 88+00 SEE DETAIL B B i z m >< (!) 0. ~ (!) iii .... cii (!) 0 C C) z >< iii z S2 ~ S2 ~ 0:: ii ~ Iii 0:: 0:: 0:: ::c: r:i ::c: N N CURVE TABLE CURVE LENGTH RADIUS DELTA TANGENT C1 19.57' 50.00' 22·25'20" 9.91' C2 20.41' 50.00' 23"22'57" 10.35' C3 19.82' 50.00' 22·42'58" 10.04' C4 20.90' 50.00' 23"57'1 Q" 10.61' C5 58.00' 1756.07' 1·53•32" 29.00' -- (1.2%) -- JOIN ON-SITE PAVING SCALE: 1 "=20' ~~~ i; i I'-N • /ii it (/) . . "' "'"'"' ~-~ NC'II.......,. IO • -10•ss ~ "' I ~ ~~ z~ I') ~ ~o. ~ 'co~ ro I') "' ~ ',/ ----=---~~--=-----= ~ ' -10 DRIVEWAY DETAIL C ~ ~ ~ g "l (/) It) ~ "' SCALE: 1"=20' ~ r:i 0 ~ ~ 8 z ro ori 0 0 N .., = ori ~ "' -.--: .... p 0 "' "' "' "' "' .... ,t lL • • It) It) "' N ~EX. S'LY FINISH SURFACE AT GUTTER UP 89+00 _ 1o•ss 0:: ::c: "' _....-w•ss - SAWCUT LINE 90+00 B - 3 Wv B SCALE VERT: HORZ: 91 +00 24.BOFL 1 "=4' 1"=40' _________. NO. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1'i 18 19 20 21 2; DRIVEWAY DETAIL D SCALE: 1 • =20' STREET IMPROVEMENTS CONSTRUCTION NOTES DESCRIPTION CONSTRUCT FULL DEPTH AC PAVEMENT INSTALL BARRICADE WITH W-31 (END) SIGN PER CITY OF NEWPORT BEACH STD-900-L. SEE SHEET 3 CONSTRUCT 6" SIDEWALK BEHIND DRIVEWAY PER CITY OF NEWPORT BEACH STD-160-L -A, SECTION A-A, SEE SHEET 3 CONSTRUCT 9" CONCRETE/4" AB PER GEOTECHNICAL RECOMMENDATIONS CONSTRUCT 6" CURB ONLY PER CllY OF NEWPORT BEACH STD-182-L, SEE SHEET 3 CONSTRUCT EMULSION-AGGREGATE SLURRY PER CITY OF NEWPORT BEACH SPECIFICATIONS, SEE SHEET 3 INSTALL TRAFFIC LOOPS WHERE SHOWN ON SHEET 5 AND PER CITY OF NEWPORT BEACH SPECIFICATIONS, SEE SHEET 3 PROTECT IN PLACE EXISTING ITEM PER PLAN NOT USED RELOCATE EXIST STREET LIGHT #7526 AND PULLBOX REMOVE EXISTING BENCHES AND DISPOSE OF AT AN APPROVED LOCATION INSTALL STREET SIGNAGE PER SIGNING & STRIPING PLAN NOT USED CONSTRUCT DRIVEWAY APPROACH PER CITY OF NEWPORT BEACH STD-160-L-A, SEE SHEET 3 REMOVE AND REPLACE EXISTING SIDEWALK CONSTRUCT 4" PCC SIDEWALK PER CITY OF NEWPORT BEACH STD-180-L, SEE SHEET 3 REMOVE EXISTING CURB AND GUTTER AND DISPOSE OF AT AN APPROVED LOCATION REMOVE EXISTING SIDEWALK AND DISPOSE OF AT AN APPROVED LOCATION NOT USED SAWCUT, REMOVE, AND DISPOSE OF EXISTING AC PAVEMENT RELOCATE EXISTING TREES TO BEHIND NEW SIDEWALK RELOCATE EXISTING IRRIGATION CONTROL VALVE (ICV) ( IN FEET ) 1 inch = 40 ft. I: u. le" " / if ., a: \, u. r------------,-------------------------,r---------------------------,------------,----------------------1~ .... ,, REVISIONS BAYVIEW w A y :l' -~1e FUSCOE ,o. o,,c SY O,SCR'P"D' ,,,RO'ED STRE~~~~~VEP~~iuiLANS ! 1 ■11 ■1111 ■1 ;t PREPARED BY : / 16795 Von Karman, Suite 100 t------11---f-----jl--------------f------;....,.....,,...._....,..,,.,...,,,,.. __ l-____________________ --lt Irvine, California 92606 t--+----+----+--------------t------tDESIGNED BY: AE DRAWN BY: AR CITY OF NEWPORT BEACH .. _R_5_9_8_6_s_-l~ tel 949.474.1960 ° fax 949.474.5315 :::: www.luscoe.com t--+----+----+--------------t------tCHECKED BY: DATE/: / PUBIJC WORKS DEPARTMENT SHEET 2 OF 5 ; ,__---------------------------------------------------------------''-----'----------'-----------------------'-__._ __ _,__..,_ ____________ _,_ ____ .__ ___ G_M_,__6_.._1_6._2_0_0_B..._ _____________ _. ______ _.~ SECTION 307 -STREET UGtmNG AND TRAFFIC SIGNALS 307-4 TRAFFIC SIGNAL CONSTRUCTION 307-4.B.3 Inductive Loops. Amend this SaciiOn lo include: "Traffic signal loop detectors shall be replaced per Callrans Standard Plans ES-5A and ES-5B and shall be Type A or Type E. The new loop detectors shall be installed within the AC pavement final course. All installed loop defectors shall be completely functlonal lo the satisfaction of the Engineer within five conseculive working days of AC paw,ment final course placement. All installed loop detectors shall be completaly functional to the satisfaction of the Engineer within five consecutive working days of AC pavement final course placement Conbacllll shell can the City's Traffic Engineming Technician, George Bernard, at (949) 644-3348 prior lo any traffic loop lnstaffallon. CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT INTRODUCTION SP 1 OF 2 All work necessary for the completion of this contract shall be done in accordance with (1) these Special Provisions; (2) Standard Specifications for Public Works Conslruction (2003 Edition), including supplements. The following Special Provisions supplement or modify the Standard Specifications for Public Wort<s Construction as referenced and stated hereinafter: PART2 CONSTRUCTION MATERIALS SECTION 203 -BITUMINOUS MATERIALS 203-6 EMULSION-AGGREGATE SLURRY 203-6.2 Materials. Replace 1) with lhe following: "Emulsified asphalt shall be of a quick-set type. II shall be cationic unless otherwise specified and shall conform to the requirements of CQS-1 h of203-1.3 (Test Reporls and Certification), 203-3.2, and to the following specifications when tested according to appropriate ASTM Methods: Furol Viscosity at 77 degrees F sec. Sieve Test Residue from distillation. % Penetration of Residue at 77 degrees F Particle Charge Test Replace 2) with the following: "ADDITIVES: Minimum 15 60 40 Maximum 50 0.10 80 75 Positive Latex -Latex shall be Ullrapave 65K produced by the Telrtile Rubber and Cement Company, Inc., or equal approved by the Engineer in advance of ordering the latex additive. It shall be added lo the emulsified asphalt by the co-mill method at the emulsion plant at the rate of 2½ percent of weight of the emulsified asphalt Latex- added emulsmed asphalt shall be kepi in a suspended stale by an agitating mixer and mixed every three days. Materials testing shall be performed as directed by the Engineer." SP 2 OF2 Replace in Table 203-5.2 (B): Sand Equivalent shall range !tom a value of 55 to a value of 45.' SECTION 302---ROADWAY SURFACING SECTION 302-4 EWLSION-AGGREGATE SLURRY 302-4.3 Application 302-4.3.1 General. Add lo this section; "Type I slurry shall be applied at the rate of 9.5 pounds per square yard. At all intersections wihere the intersecting street does not receive a slurry seal, slurry seal application shall end along a projection of the edge of gutter (or curb face if no gutter exists) of the intersecting street unless otherwise directed by the Engineer." 302-4.3,2 Spreading. Replace the first sentence of the second paragraph with, "The application of slurry shall not commence until after 8:00 a.m., and the slurry shall be sufficiently cured for vehicle traffic without tracking or damage to the surface by 3 :00 p.m. on the same day. In case of damage clone by vehicles and/or pedesbians upon slurry that has not been sufficiently cured by 3:00 p.m., the contractor shall replace all of the damaged work al the Contractor's expense and no additional C011'4'ensalion shall be made by the City. Upon the completion of the day's slurry, the street shall be temporary stnped." Replace the first sentence of the third paragraph with, "Prior to the slurry application, the Contractor shall clean all work surfaces and remove all loose materials, vegetation, oil, and other foreign material. Additionally, all weeded locations shall be treated by an approved weed-killer and cracks shall be sealed before any slurry shall be applied." 302-4.3.4 Appfication Testing. Add this section: "Upon the Engineer's direction, the Contractor shall slurry seal test sections within the construction limits for each batch of sluny mix. The Contractor shall apply the slUfTY test sections as directed by the Engineer. No slurry shall be applied until the test slurry sections have been approved the Engineer. The costs of these slurry tests shall be included in the contract price paid for slurry seal and no additional compensation shall be made by the City to the Contractor. Prior lo slurry seal application, the results from the Wet track abrasion test (WTAT) shall be provided to the engineer for review and approval." F:ILJ~mcislf'Y 08-09\08-09 CffyMde Sm-y Seal C-408&.SPECS C-4086.doc Last ~byS"od(s11/ISQOOO 10:31 AM VAIi/ES 111' [II 318' [XPANS//JI JGINT HATERML <TYP! -I l£FIM P.f/IL I G/JRR[}J i ~---J POST DETAIL -.. ---------· -·~-, P LA ,V --------- 11-l¾!'t. ~--r-. ---·--:::::-::::cc-:--::-:cc-::-::---=---· --· ----····-- GIJ.::PJJ RfllUIC {0 I£' 12 GR. STITl B£ft! RR!t::0, E£11ll! Di, CF/ f/PfflOYcl) [C!R.. J?--J/2'± --·-·-r ' , ~-;L~VA ;1 OJV I I' ¼-'W----.- Ir RO~AD-!J:_lD_W~I ---w-.~ .. -r I cB' AND 32') 2 ~ ,J2'-6' = 25·· i 36' R'I/J 40' ; f 10·-o·::: 30': ;;4-i 4 t 1r--u· ... 50:J * LIM...ESS OT'rll&ISE SHOWN fX'I ft£ R..HlS NOTE: Fl.1. !£TAL t/4:trrs it£LJ_)Jj]t.;::; r:'f!ILltC TO EE" 1,JO_l" DTP t;r!. IF1'i[ZEJJ iN HCCCRJRi/C[ f,t["ft--f CTY SfP.~ SP[[!FfCfnlC#S CITY OF NEWPORT BERCH PUBLIC NORKS lJEPRRTMENT STAJ.VDARD STREET BARRICADE i---:6_' --t-----c_4' ___ --I[ 1' ·:.si· ii-~ . . ~ .--~-~- • \/_.-;(\:_:·\~/ .. ~,:~!--_· -J-----1,l-'-'~-~--+--.!e"§--''-'.·.:'-,:_:~'-+· ~4- i:,'j'li' ..-,,--112' R ...... . . . 3/8' LIP l' WIDE BY 1' DEEP AC PATCH BACK . ~ ~~. • P.C.C. • M'PfliltlCH ii( WTT[// R£HIJVE AND ll£PLAC[ <f--1 PLAN IF :5' UII L[SS ITYP ! EXISTING JOINT Cl/ACK, [I// BR£AK FUii 8'C.F. FU/I 6'CF. 4' , X Cllf?B /HI/ING APP/IIJACH /Jl1TT/JI 'V' HIN. i:4' HAX. 35 CURB Ullf 4' 3' X /TOP llF CU/I t ctRB FIICE ctRB ltCCCSS -SHALL ClJlfPt. Y VITH CIRRENT AJl4 IIEOU/Jl£H£NTS CURB RETURN AREA ID' TYPICAL * R=/5' FDR LlJCAL STRECTS lfND F!5' FIR MIT£R1111. SrRITTS lH..C:SS OTHERVISE SP£CIF1£1} ie ._ 10' FDR #A.JR, JD' FIR FWIHN?Y, AND B' fTJR S£WHIIARY STRU:TS IH.E:SS DTHE:RVISE: SIKJIIN ct1NCRIT£ SHrl/.1. B£ 560-C-32511 6' /JR 8' CURB FAC[ J' R d L[V[L ' TYPE A P,C.C. CURB AND GUTIER (CIJRB FAC[ SHALL B[ 6' UNLESS UTllfRWIS[ NUTED> 6' • ~ 1/2' R .L_ 1' WIDE BY 1' D[[P AC PATCH BACK \ ~ - ~:·_._. ... :'.'I 1,i2' BATT[/? '-.. GUTTER I{_ • : !"·.· . ,I========= ELEVATION VARIES 1 , VARI/lJIL£ 2' /JR HATCH EXIST. SJIJ£WALK \ f 4' HIN. TYPICAL SECTION WEAKEN[D PLANE JIJINTS 1-114' SAVED, (}UlCK-JtJJIIT /JR [llUAL TYPE B P.C.C. CURB AJl[J GUTTER 3/8' SIDEWALK ~ •r ~ 2Z HAX. • 8' 8' 8' 8' 8' 8' 8' 8' (CURB FACE SHALL Bf 6' UNL[SS OTll[RW/S[ NUT[D! JOY. -"--1' 1,/I!Jf: BY 1' DEEP AC PATCH JIACK SECTION A-A NDTES, J. 111/fN l?[H{]V/NG EXISTING SIDEIIALK, CURB ANJJ GVTTER, SA I/CUT AND ROIOV[ TO N£AREST EXISTING JOINT WITHIN 5 F££T BEYUND /1P£NING. 2, SL[ll'fD 'X' ARE/IS A/ID SL[II'[ DRIVEWAYS SHALL HAVE: A COARSE BROUH FINIS!l 3. CIJNCR[T[ SHALL B£ 560-C-32511. CITY OF NEWPORT BEACH POBLIC WORKS Dl!PAJITMENT COMMERCIAL DRIVEWAY APPROACH TYPE I APPROVED: RC£ N0. 311106 DllAWINGNO. PLANTING OR ClJNCR[T[ VALK WEAKENED PLANE JOINTS & EXPANSION JOINTS CITY OF NEWPORT BEACH PUBUCWOIU<SDEPARTMENT ~~~~~oiiiiciiiit-11t----------------==-------1 llCE N0.3610fii Dmm:M. Dltc; 1994-SIDEWALK DETAIL STD-160-L-A DllA WlNG NO. STD-180-L NOTES: 1. GUTTER SIJRFAC[ WITHIN 4' UF FLUWLlllf SHALL Bf G/V[N A ST[EL TRUW[L. <APPLIES TU TYP[ 'A' CURB! 2. PR[FIJRH[D 3/8' THICK [XPANSIUN FILL[R SI/ALL B[ INSTALLED IN ALL TYP[S UF CURB AT TH[ B.C. AND £C. UF R[TURIIS, AT INTERVALS UF 6U' BETW[[N RETURNS AND AT THE [NDS UF DRIVEWAYS. SIMILAR [XPANSIIJN JUINTS SHALL Bf INSTALLED IN ALL GUTTERS ADJUlNIIIG CURB, W[AK[N[D PLAN£ JUINTS SI/ALL B[ FIJRH[D AT INTERVALS UF 20' B[T',/[[N RrTUIINS. <APPLIES TO TYPES 'A', 'B~ AND 'C' CURBS!. 3. CUNCR[T[ SHALL Bf 56U-C-325ll 4, S/ofUOTH TRUWL TH[ TUP 4-INCH UF TII[ BACK UF CURB. CITY OF NEWPORT BEACH PIJIILICWOBKS DU'AR'J'MICN'T STANDARD CURB SECTIONS TYPES "A" AND "B" llCI! NO. 3'106 -DIIC:NOT, 1993 DllAWlNGNO. STD-182-L t ~ i" " , "' 2 ~ ~ ~ ~ ~ ,-------------.-------------------------,------------:=====-----------,-----------,-------------------------i~ ... ,,, REVISIONS BAYVIEW w A y ~ PREPARED BY: ;:;~lliil NO. DATE BY DESCRIPTION APPROVED STREET IMPROVEMENT PLANS ~ =i:1~~ FUSCOE DETAIL SHEET ~ 11111111111 '; 16795 Von Karman, Suite 100 i---t----i--,--------------,----6===---,=,,,,,..=---I----------------T'"-------I~ Irvine, California 92606 l--+--+--j------------i------1DESIGNED BY: AE DRAWN BY: AR CITY OF NEWPORT BEACH R-5986-S 2 tel 949.474.1960 ° fax 949.474.5315 r--------,oc L ______________________________________________________________ 1._. __ ,.:_ _______ 1._. ___________ www __ .1usc:oe __ ._00_m ______ ~==~=====~:::::::::::::::::::::::::::::~:::::::::--........ cH_E_cK_ED_BY_: ..:GCCM'-L...DA...;1;,c)..;.1"-'6/..:2:.:.o_os__. __ P_UB_LI_c_w_o_R_K_S_D_EP_AR_TME __ N_T __ ..._s_HE_ET __ 3_o_F_5~~ I I SIGNING AND STRIPING QUANTITIES: TOTAL QTY. SIGNS: GENERAL SIGNING AND STRIPING NOTES: (E} EXISl1NG SIGN TO REMAIN (AS NOTED). 6 Each R1-1: SfOP INSTALL 1RAFFIC SIGN AND POSf PER oo:rRANS STANDARDS. 12 Each R4-7: SYMBOL KEEP RIGllf 00 Iii REI.OCAlE EXISTING SIGN AND POST TO NE.W LOCA110N. 3 Each R32(CA): 2 HOUR PARKING 7MA TO 6PM EXCEPT SATURDAY k SUNDAY 1. AU. NEW SIGNS SHALL CONFORM TO THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS (CA MIJTCO), 2006 EDITION, PART 2. ALL SIGN SIZES SHAU. BE lHE CONVENTIONAL SIZE UNLESS NOTED OTHERWISE ON THE PLAN. Iii REMOVE ANO SALVAGE SIGN AND POST. fY PAINT PAVEMENT MARKING PER CAl.lRANS STANDARDS. [ffi} PAINT FACE OF CURB -RED. ljj PAINT FACE OF CURB -WHITE. ~ PAINT 12" SOLID WIITE MARKING. 6!l INSTALL 12• SOLID WHITE THERMOPLASTIC MARKING. 121' PAINT DOUBLE YELLOW CENlERUNE STRIPE -DETAIL 21. 1281 PAINT DOUBLE YELLOW MEDIAN STRIPE -DETAIL 28. ~ PAINr 8" SOUO WHITE CHANN£lJZING SIRlPE -DETAIL 311A. STRIPING DETAILS: N.T.S. DEfAII. 21 ~♦• YEU.OW LINE DETM. 28 4• YEI.LOW LINE DEfAIL 3M ~ s• WHITE LINE R3-2: NO LEFT 1URN 3 Each R5-1: DO NOT ENlER -· '' .. ' ''''. I a: Ill Ill 395 SF W31(CA): END 280 lF 145 lF 25 lF 80 lF R1-1 145 lF 280 lF STOP 1070 lF !EX. C/G 1 • l I . . I o'l 12' 12' 12'110 6 12' 12' 12' ' _20 __ • ~ EX. RAISED MEDIAN I I I I -I II I I \ l I EX.C/G I I ! ., EX. C/G I I l I I I , \ j I iii::> -L _l_Li __ J_i._\ __ 10' I ~---------------~ 1 1 I I I I --1 I TYPE IV (ft 'N ::~-~:;::::===> I I I I ::: .$' \10'\ TYPE I ---.$' 7 I -----1 I I I ----7 I ~ I._ EX. RAISED MEDIAN EX. C/G \ '------- EX. RAISED IIEDJAN~:::::::::::;::=::;._.1 EX. C/G "R -10' ----- ~\-1-11- 1 I I \ • 7!S \ ,t \ ,t \ \'l \ I -\ ( I ' I , I ~ °'" \ EX. C/G HOUR PARKING 7Nl 111 6PM ~&- ENTER R32(CA) R5-1 RESERlrn CUSlllM "RESERVED" SIGN YUJ lOIEl'UaD--SIGII COASTAL SIIIN 10 IE -llllll OIIIEN Lmmlll ACCESS ONLY ==> END W31 (CA) SHIIITLE SIGN RB.OCAlED S111/ffi.E SIGN R32{CA) • S/W i!l --. -- SHUTIII EXISTING CUSlllM "SHUlTLE" SIGNS PARKING ONLY v-- EX. C/G ,,,.... .... 2. ALL STRIPING SHAI..L BE lWO COATS OF PAINT AND CONFORM TO lHE CAUFORNIA MANUAL ON UNIFORM TIWFIC CONTROL DEVICES FOR SIREEIS AND HIGHWAYS (CA MUTCD), 2006 EDffiON, PART 3, WHERE SPECIFIED ON THE PlANS. 3. ALL SIGNS ARE TO BE REFLECTORl2ED WITH HIGH INTENSIIY SHEEIING. 4. ALL SIGNS SHAU. BE INSl"AUBl BY CONTRACTOR, UNLESS OTHERWISE NOTED. 5. LANE WIDTH DIMENSIONS ARE TO BE MEASURED. FROM THE CENTERUNE OF THE STRIPE. 6. THE FIRE HYDRANT PAVEMENT MARKERS SHALL BE LOCATED PER CITY SlD-902-L 7. ALL CONFUCllNG STRIPING SHAU. BE COMPLffiY REMOVED PRIOR TO R£SURFACtro STRIPING. THERMOPIASTIC SHAU. BE. REMOVED BY GRINDING, PAINT MAY BE REMOVED BY SAND BLASTING. B. THE FINAL UMlr LINE STRIPING AT JAMBOREE ROAD SHALL BE SPRAYABLE REFLECTORIZED ll1ERMOPlASTIC. THE SPRAYABLE REFI.ECTORIZED THERMOPt>SllC PAVEMENT STRIPING SHAU. tlQl BE APPLIED UNllL THE PAVING HAS BEEN IN PLACE FOR AT I.EAST 15 DAYS. THE 1HERMOPIAST1C SHALL BE APPLIED AT 0.90 mm MINIMUM lHicKNESS. E/P R3-2 IS PROP. C/G l\ ), R32(CA) -----------::;: ... ---------- TYPE IV (L) 132' OF RESERVED PARKING FOR COASTAi. ACCESS ONLY 1YPE IV (L) VI (ll BAYVIEW WAY PREPARED BY: Ill( ••nearing gr1111,lnc. Cb ~ "' '" o:: No. 69467 = Exp. 6/30/10 IUl■-1lDI fUW • 'IIMRr I M • Ull'l'IW. WIM • PJIIIIII SIIIIID 39&I llaclrlhur _,.,, -310 • -Bead,, CA 928t10 Pllono: (948) 474-0809 fllll (94$) 47+-0902 WWW~.com VII (L) SCALE: 1 • = 40' - - - - 10 0 20 40 60 NO. DATE BY REVISIONS APPROVE JAMBOREE ROAD AT BAYVIEW WAY SIGNING AND STRIPING PIAN I ~~='--~='.:)~c._Q_:;t----""~~~-· tl-/ e,/ D'i CITY OF NEWPORT BEACH R-5986-S 4,.__ _________________________________________________ 1-__ _:=;__ __ _L __ -__ J._WHEAT ___ R.C_z._No._99407 _____ Ellp._OlaQ_l/_10 _ __lL_..L... _ _j__L_ _________ _j_ ___ L___!!!__L_..!!t2/Gll~,too'.!!!_L_!P~UB~IJ~C~WO~R~JCS~D'.!:EP~ARTDNT~~!..__Jl..:SH~EET~~4~0F~5~ ,......,.,...,._ - - ' \ Ill Ill a:a 0 ◄ mo :Ea: ◄ ., EX. 3• CONDUIT\ EXISTING CONTROLER CABINET y' C/G ' El(. RAISE) ,,,,, ---------- ---------- --------------------------- EX. C/G EX, RAISED MEDIAN---... • I I EX. C/G EX. 2• CONDUIT EX. 2• CONDUIT (TYP) I I \ BAYVIEW WAY EX. C/G . ... - 0 - .... - CONSTRUCTION NOTES (THIS SHl:ET): IJ] FURNISH AND INSTAil 6' DW.IE1ER lYPE E DETEClOR LOOPS SPACED 10' N'Nrr, EXIENDING 1' INTO lllE CROSSWALK, AND CENTERED IN THE LANE IN 1HE DIRECTION Of TRAVEL SEE LOOP PIACEMENT AND SAWCUI' DETAIL @ SPLICE PROPOSED DEIECTOR LOOP CABLES (DlC) IN EXISl1NG PUUBOX. UTILIZE EXISTING DI.C'S AND CONDUIT TO PROVIDE CONNECTION IN THE EXISTING CABINET. (II RELOCATE PHASE 3 AND PHASE 8 TRAFFIC SIGNAL H£ADS TO NEW LOCATION /IS SHOWN. PHASE 3 SIGNAL HE"AD SHAU. BE ALIGNED TO lHE CENTER· Of THE NEWLY PAINIED LEFT lURN LANE. PHASE 8 SIGNAL HE"AD SHAU. BE ALIGNED TO THE LANE LINE BElWEEN THE RIGfff lURN LANE AND THROUGH I.ANE. THE HFADS SHAU. BE MOUNTED TO A FED WELDED TENON MOUNT. THE f1El..D WEUlED lENON . MOUNT SHALL BE DONE BY A WEI.DER WHO IS CERTIFIED IN lHE STATE Of Cl,I.Jf'ORN!A. THE TENONS SHAlL BE ATTACHED PER STATE Sl'ANIIARD DETAIL ES-7M. HOT APl'I..IED GALVANIZED COATING SHALL BE APPUED TO THE MIE/IS DISTURBED BY THE WELDING OPERATION. THE SIGNAL CONTRACTOR SHALL HAVE A C-10 UCEHSE. [!) RELOCATE EXISTING IISNS TO NE.W LOCATION ON THE MAST ARM OR POLE TO AYOJJ Tl£ NEW SIGNAL HE"AD LOCATION. THE NE.W IISNS l.OCA1lON Sl!AU. BE REVIEWED AND. APPROVED BY THE ENGINEER B£RlRE FIW. ACCEPTANCE. [fil RELOCATE EXISTING R3-4 SIGN TO NEW LOCATION. ~ AIWIDON EXISTING I.OOf> DEJE.CJOICi ON THE EASr l£G OF 11£ RON1/IAY NS SHOWN. LOOP PLACEMENT & SAWCUT DETAIL 1' lYP. SCALE: 1 • = 20' - - - - 10 0 20 40 60 rSEALA~;;:-.~;BY:1iiiiiiiiiiii.::::::::::;::----1_~ .. --=-:~~ -.--=:--:,--_-_--'-R-=f'-=iisio=-~J-.__ -_ -_ -_-_ --. --:-=-=-~d----,--;:::::::::~:;:::::-~~71~ ofESS10 PREPARED BY: enulneerinU ,.. REVISIONS JAMBOREEROADATBAYVIEWWAY JIIJ greup,lnc. No. oATE av APPRo f ~ ~ - No. 69467 a n rmoo-• -• -DIIO - • -- DETECTOR LOOP PLAN l ;l891 MaclrlllUr-, S.-. 310 • --, CA 9281111 'i'- Exp. 6/30/10 Phone: (849) 474-0IIOII Fa: (949) 47HIII02 -.rl!onglnoor .cam .. t-+---+-+-----------+----1.. t;;!ffllll"'Z:---il=:n.7.~➔-----------,-------;_ 1 C/V\\. G-? Ur Date: 12-/ st tf4 VI/FM DRAWN 5Z: CITY OF NEWPORT BEACH R-5986-S - OF C~'-1 lHOll,t,S J. IIIIE'AT R.C.E. No. 89447 !!ii-i}.,o/io t-+---+-+-----------+--~~FM 111\lE' PUB1IC YORJIS DEPARTIIENT SHEET 5 Of 5 ili ~.__ _________________________________________________ ._ _______ __,_ _________________ _.__._ __ ,___._ __________ ,L_ __ _,__-=-_ __,___~12M=~=-1-------------'------~- .,. I "' ... Cl ~ , "'