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HomeMy WebLinkAboutR_5755_SCJ z Q z le rr ~ 0 Q rr 0 u 0: 0 0 ~ 0 I z :l Q -~ " z rr 0 " 0: ~ <( w u DJ w z 2 ~ ~l . z 0 z"' ~ rr 5-~ 0 Q rr 0 <( . §~ u 0 ~ 0 I z :l Q 1/) ~ "" ( r-.. 'I\ / . I ~ " z rr 0 0: Cid . " "> "1 w ~ u DJ -II .. ui 2 s: <lJ z ~ 0 :::i ~ z . -d CJ ~ z • \j • 0 z \,) 0 ~ ' ~~ -SI 0 j Q rr 0 0: ·-u 0 0 ' ~ 0 • IJ I en z :l Q .: " z rr 0 ~ 0: =, <( w u DJ ui z 2 > e; :::i z . z n . a e < 0 0 ~ I ,. I rr a <( 0 " ' § □ rr " w w < > 0 " z > a ~ § rr w g □ oc □ 0 w e oc I oc , <( " ' a □ oc " w w " , " 0 z > a w rr s w □ oc E □ " w oc oc <( " ' □ ffi w , " GIENIERAl ~OTIES: 1. ll-lE CONS1RUCTION OF ALL PUBLIC IMPROVEMENTS SHALL CONFORM TO THE REQUIRE- MENTS OF ll-lE NEWPORT BEACH CONSTRUCTION STANDARDS AND THE STANDARD SPE- CIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, 1994 EDITION AND SUPPLEMENTS. 2. STATIONING REFERS TO CENTERLINE OF S1REET. 3. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CON- TRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVA- TION IN THE FIELD PRIOR TO BEGINNING CONTRUCTION OF ll-lE NEW FACILITIES. 4. 5. 6. 7. 8. 9. 10. 11. CURB DATA REFERS TO FACE OF CURB,. UNLESS 011-IERWISE SHOWN. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO ALL ADJOINING CURBS AND WALKS. ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING OF STREET AND DRIVEWAYS. PAVEMENT SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF ll-lE CITY AS REQUIRED BY SOIL TESTS TAKEN AFTER <;OMPLETION OF ROUGH GRADING. SEWER MANHOLES SHALL BE LEFT BELOW PAVEMENT GRADE AND BROUGHT TO FINISH GRADE AFTER PAVEMENT IS IN PLACE. (APPLIES TO PUBLIC STREET RIGHT-OF-WAY) STATIONS SHOWN AS I o+oo I ARE STORM DRAIN STATIONS AND ARE INDEPENDENT OF ALL OTHER STATIONS. SEWER, WATER AND STORM DRAIN LINES DISTANCES SHOWN IN PROFILE AND IN THE ESTIMATED QUANTITIES ARE HORIZONTAL DISTANCES. THE CONTRACTOR SHALL REQUEST INSPECTION FROM THE PUBLIC WORKS AND UTILITIES DEPARTMENTS 48 HOURS IN ADVANCE OF PERFORMING ANY WORK (644-3311 AND 644-3011). ll-lE PUBLIC WORKS DEPARTMENTS INSPECTOR SHALL ALSO BE NOTIFIED AFTER PLACEMENT OF FORMS AND PRIOR TO PLACEMENT OF ANY CONCRETE FOR CURB & GUTTER SO THAT THE FORMS CAN BE CHECKED FOR LINE AND GRADE AND COMPARA- BILITY l'IITH EXISTING _CONS]BU_CTJON. 12. THE WALLS AND FACE OF ALL EXCAVATIONS GREATER THAN (5) FEET IN DEPll-1 SHALL BE EFFECTIVELY GUARDED BY A SHORING SYSTEM: SLOPING OF THE GROUND OR OTHER EQUIVALENT MEANS. 1RENCHES OF EXCAVATIONS LESS ll-lAN (5) FEET IN DEPll-1 SHALL ALSO BE GUARDED WHEN EXAMINATION INDICATES THAT HAZARDOUS GROUND MOVE- MENT MAY BE EXPECTED. 13. THE CONTRACTOR (S} SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK AS DESCRIBED IN No. 13 ABOVE FROM CAL/OSHA. 14. ALL STORM DRAIN, SEWER AND WATER PIPE SHALL BE BEDDED PER CITY OF NEWPORT BEACH sm. 106-L. 15. P.V.C. SEWER PIPE MAY USED IN LIEU OF V.C.P.. PIPE MUST BE MANUFACTURED PER A.S.T.M. D3034 SDR35 OR A.S.T.M. F-789. ALL FITTINGS SHALL BE PREFABRICATED FULL-BODY FITTINGS. THE P.V.C. SEWER PIPE BEDDING SHALL BE 3/4: CRUSHED ROCK FROM 6" BELOW ll-lE PIPE TO 12" ABOVE THE TOP OF PIPE AND CONSOLI DA TED BY JETTING PRIOR TO COMPLETION OF TRENCH BACKFILL. 16. ALL CONCRETE SHALL BE 560-C-3250. 17. THE CONTRACTOR SHALL NOTIFY THE FIRE DEPARTMENT 48 HOURS IN ADVANCE OF SHUTTING OFF ANY FIRE HYDRANTS AT 644-3106. 18. THE FIRE DEPARTMENT SHALL BE NOTIFIED 48 HOURS IN ADVANCE OF ALL LANE CLOSURES. ~OT!CIE TO CO~T~ACTO~ THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN, AND ANY 011-IER LINES OR STRUCTURES NOT SHOWN ON ll-lESE PLANS, AND IS_ RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO ll-lESE LINES OR STRUCTURES. THE ESTIMATED QUANTITIES HEREON ARE ONLY FOR THE PURPOSE OF OBTAINING THE NECESSARY PERMITS, AND DOUGLAS BENDER AND ASSOCIATES DOES NOT GUARANTEE THE ACCURACY OF THE ESTIMATED QUANTITIES. THE CONTRACTOR SHALL PERFORM HIS OWN QUANTITY TAKEOFF BEFORE SUBMITTING A BID ON ANY PORTION OF ll-lE IMPROVEMENTS COVERED BY THESE PLANS. ll-lE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT DISCREPANCIES TO THE ENGINEER PRIOR TO COMMENCEMENT OF WORK. THE CONTRACTOR SHALL ADHERE TO REGULATIONS REGARDING THE SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT RULE No. 403. BASIS OF BEARINGS BEARINGS SHOWN HEREON ARE BASED ON OCS GPS CONTROL PTS 6247 AND 0743 BEARING S 50'39'19" E BENCH MARK O.C.B.M. 3T-6-92 (GPS 0743) ELEV.=602.43 0.85 MILE NORTH ELY ALONG NEWPORT COAST DRIVE FROM THE INTERSECTION OF PELICAN HILLS NORTH TO AN ENTRANCE TO A PUMP STATION ON ll-lE EAST SIDE OF NEWPORT COAST DRIVE SET AT THE NORTHEAST CORNER OF A 4 FT. BY 5 FT. CATCH BASIN, 52 FT. EAST OF THE CENTERLINE OF NEWPORT COAST DRIVE, 84 FT. SOUTH OF THE. EN1RANCE OF THE PUMP STATION. OJFJFc§liTIE §1rRIEIET KMJPROVIEMIENT§ JFOR IPILANNKNG ARJEA 225) TRACC1r N(O)o li59)~5 . . TJENTATKVIE TRACT NOo RSSiS ,· NEWPORT IB3IEACCIHI9 CCALKJFORNKA ,· NOTICE JO CONTRACTOR PURSUANT TO ASSEMBLY BILL 3019, NO EXCAVATION PERMIT IS VALID UNLESS ll-lE FOLLOWING'IS .PERFORMED: 1. UNDERGROUND SERVICE ALERT HAS BEEN CONTACTED AND HAS PROVIDED INQUIRY 1.D. #~----- 2. THE UNDERSIGNED AGREES TO CONTACT AND OBTAIN AN INQUIRY I.D. # FROM UNDERGROUND SERVICE ALERT (1-800-422-4133) AT LEAST TWO (2) WORKING DAYS PRIOR TO THE COMMENCEMENT OF EXCAVATION SIGNED _______ _ SOILS/GEOLOGIST: DATE. ___ _ OWNERiDEVELOPER: tr;?') ~:J APPROVED_--'a"-=-";c__-"-(}J=-ef_-L _____ ~~~l~""-~-'---1~~·-~-oc_o_ PUBLIC WORKS DIRECTOR [~t j_EJ(Mn.cta UTILITIES NEWPORT RIDGE DR. PREPARED BY: DATE RCE 25553 PROJECT SITE RIDGE LOCATION MAP N. T.S. DOUGLAS BENDER AND ASSOCIATES Consulting CIVIi Engineers 22971 MILL CREEK DRIVE TEL:(949)586-0086 PARK llEGAl DIESC~!PT!Ol\'I PORTIONS OF BLOCKS 91, 97 AND 98 OF IRVINE'S SUBDIVISION AS SHOWN ON A MAP RECORDED IN BOOK 1, PAGE 88 OF MISCELLANEOUS RECORD MAPS, RECORDS OF ORANGE COUNTY, CALIFORNIA. SHIEIET !NDIE}{ DESCRIPTION HQ. FUTURE IRWD LIFT STATION TITLE SHEET DETAIL SHEET STREET IMPROVEMENT PLAN TRAFFIC SIGNAL PLAN SIGNING AND STRIPING PLAN TRAFFIC CONTROL PLAN ,· EMERGENCY PHONE NUMBERS SOUTHERN CALIFORNIA EDISON TELEPHONE THE GAS COMPANY IRVINE RANCH WATER DISTRICT CITY OF NEWPORT BEACH COMCAST CABLE SANITATION DISTRICT (800)611-1911 (949)477-0700 (714)634-7228 (949)453-5300 (949)644-3061 (714)542-0456 (714)962-7304 CITY OF NEWPORT BEACH 2 3 4 5 6 THIS PLAN IS SIGNED BY THE CITY OF NEWPORT BEACH FOR CONCEPT AND ADHERENCE TO CITY STANDARDS AND REQUIREMENTS ONLY. ll-lE CITY IS NOT RESPONSIBLE FOR DESIGN ASSUMPTIONS AND ACCURACY. TITLE SHEET N N OFF-SITE STREET IMPROVEMENTS .l: n. PA-22, TRACT NO. 15945 o a: • :> NMG GEOTECHNICAL, INC. 17791 MITCHELL, SUITE D IRVINE, CA 92714 TEL: (714) 442-2442 CONTACT: TERRY WRIGHT lilVINB cor.JMUNnY Dl/WBLOPMBNT COMPANY 550 NEWPORT CENTER DRIVE NEWPORT BEACH, CA 92658 (714) 720-2129 LAGUNA HILLS, CALIFORNIA 92653 FAX: (949)586-5866 4,2,>,oo i!, ~ A 1' ~l5el::> SIDciu'\1.¥: ~ -ro CIR~/2.. ~ Clt1'-TENTATIVE TRACT NO. 15585 ~ ;:: t-'---t---+=L!..',=-"--------------------t-===-i1-------------------r--------1·~ -~-z.f<t'/ct: DOOGLAS.BENDER DA1E DATE BY R.C.E. No. 28946 EXP. DA1E 3 31 03 REVISIONS CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R. s7 s~-S le ~ SHEET 1 OF 6 ° z ~ 0: 0 ~ N 0: iJ ::::J \.. z (.') -~ z fl I I\ I\ - ( ~ ~ t 0: 0 t5 ~ rn ~ ~ 0 ::::J z '.-:) ~j 5-~ <:{· 0: ' 0 I:, 0: LLJ rn ~ ::::J 7 ~ 'd ~ "d ... ..B I .s. ~ "!J .• " 2 IT 0 ~ :; < u w 2 IT z 5 < ~ rn ' □ IT • w rn • > z a " 0 2 a ~ ~ e IT IT 0 w z " □ " " ~ 0 8 e u IT □ ~ □ I 2 3 " " 2 " □ '5 < u w 2 IT z ~ < C 0 ' § □ IT • w 0 z , i:' a 0 z a ~ ~ 8 □ ffi z " □ 0 IT IT □ □ ~ w u IT □ ~ 0 I 2 3 " ·. I I CONSTRUCTION NOTES AND QUANTITY ESTIMATE THESE QUANTITIES SHOWN HEREON ARE AN ESTIMATE ONLY AND NOT TO BE USED FOR BIDDING PURPOSES. ACTUAL QUANTITIES MAY VARY. NO DESCRIPTION TOTAL UNIT STREET IMPROVEMENTS 1 REMOVE EX. TYPE "A-2" CURB & GUTTER • 2 REMOVE EX. TYPE "A" CURB & GUTTER 3 REMOVE EX. CONCRETE SIDEWALK 4 SAWCUT AND REMOVE EX. A.C. PAVEMENT 5 REMOVE EX. MEDIAN PAVING, LANDSCAPING, INTERFERING PORTIONS OF EX. IRRIGATION FACILITIES AND REPAIR AS NECESSARY 6 SAWCUT AND JOIN EXISTING IMPROVEMENT 7 CONST. TYPE "A" CURB & GUTTER, 8" C.F., PER CITY OF N.B. STD-182-L 8 CONST. TYPE "C" CURB & GUTTER, 6" C.F., PER CITY OF N.B. SID-183-L 9 CONST. SIDEWALK PER CITY OF N.B. STD-180-L 10 CONST. CURB ACCESS RAMP PER CITY OF N.B. STD-181-L C.IR.CMLPlil. <'.o~ CV.T-Off CASE "t:'• ft€ic-rE 11 CONST. PARABOLIC CURB TRANSITION PER CITY OF N.B. STD-107-L MODIFIED PER PLAN 12 CONST. PARABOLIC MEDIAN CURB FLARE PER CITY OF N.B. STD-107-L MODIFIED PER PLAN 13 CONST. 4 A.C. PAVEMENT OVER 16 A.B. TO BE VERIFIED PER SOILS ENGINEER'S RECOMMENDATIONS 14 CONST. LOCAL DEPRESSION PER CITY OF N.B SID. 304-L 15 ADJUST EXIST. ELECTRICAL. VAULT TO GRADE AND RELOCATE EXIST. VENTS TO BACK OF CURB 16 RELOCATE EXIST. STREET LIGHT PER UTILITY CONSULTANT'S RECOMMENDATIONS 20 INSTALL 18" R.C.P. PER CITY OF NEWPORT BEACH DWG. NO. SID-106-L D-LOAD PER PROFILE . 21 · INSTALl--24 R.C.P, PER CITY-OF-NEWPORT BEACH DWG.--NO. STD-106-L D-LOAD PER PROFILE. 22 CONSTRUCT CURB INLET TYPE OL-A PER CITY OF NEWPORT BEACH DWG. NO. STD-305-L. 23 REMOVE EXISTING INLET & INTERFERING PORTIONS OF EXISTING R.C.PIPE 24 CONSTRUCT CONCRETE PIPE COLLAR PER CITY OF NEWPORT BEACH DWG, NO. STD-313-L. 25 REMOVE EXISTING IRRIGATION QUICK COUPLER 26 REMOVE EXISTING IRRIGATION LINE AND IRRIGATION VALVE 27 CONST. CURB ACCESS RAMP PER CITY OF N.B. STD-181-L CASE "D" -.. T -~ L "' u a:, 0 U...J ~ t-LL CXl -v ovr--+'¢r<1 ,n "'(0 LO -- BONITA ----([_- 437 312 1,545 13,425 1,220 410 110 1,550 tJE\ 2 14,950 2 2 19 29 2 2 2 LF - LF SF SF SF LS LF LF SF EA EA EA SF EA EA EA LF LF EA EA EA EA EA EA CANYON . . CHAMBORD c::, c::, c::, c::, w w w w N ..., L!) L!) (0 (0 (0 (0 ..,: ..,: ..,: ..,: (0 (0 (0 (0 --I I I .] ~ ...Ju ~ ~ ...Ju ...J u.. >-u.. >-u.. N L!) ..., 0 L!) N L!l CXl -.. -..., -..., -.. ui ..; If) ..,: L!) '¢ LO ..,: (0 (0 (0 "' (0 (0 (0 "' -------- -,· I I ! I i L 2.0' GUTTER 2' 3.5' 3.5' 2' o.c o.c o.c o.c Q_IL_C_C_A_IL_lll:_IE_l.'l>_L';l_lE_®_®_llC_~J_lll:_:E_"il'_AII_IL_0 1L_lil)_._'il_~0 V PER P.F.R.D. STD. 1308 (TYPE A) N.T.S. ROAD SCALE 1"=10' DRIVE 80+28.12 BCR 165.87TC 165,37FL c::, c::, w w (0 L!) O> O> f"1 t"1 (0 (0 -o~o~ 1-l.J...I-U.. lOO>LON '¢ r---'¢ (0 '¢ r-) ..; r<i I~~~~ c::, c::, w w N -O> O> I") t"1 (0 "' I I o_J u_J I-LL t-LL N O'J ..---'q" '¢ l{) "¢ r---- ..; t"1 ..; f"1 co c.o co (0 ..---.----..... ..--- 2.~• GUTTER J I I ! I I 2' 3.5' o.c o.c ro1 _I r--r-- r--t,_ o, Uu.. "' "' + ;J + ~ -d' co 'q"~ L!) L!) 3.5' 2' O.C O.C !- \ -: ' • - ' F.S. OVER ' <t_ STO_RM fRAIN , 170-;- 150-~w . . a.. >- •. Z CL co X a a, W N <D z ~ LOo -o ..... ..._,,,,_, ' ......., ..., CL w m ' . ,a::: >" .~ 0 W<{ -. a..· ' • o...;.:.,.J O"J -z r:-,.. m a......J Lf? X co -lO Oowr<:lO'..-~ :>-0 ,q-0 LO W ... .. ;::a-LO • (0 Q_ vw. +o+"n-~ zO O Z O LO • 0. ,t0'z.-w .-I") · ____ +-z.o._:-----..... io o , a oo , -+ z Q10= . 2.2 cfs*. Vn-: . 7.4 fps ' ' ' -i .. , --·. ,-.. . ' {-: ____ ;_ -_ -:_ . j -F.S. OVER i It_ ,STORM DRAIN '\':, ·. ':,· -0· '\<o Cr '\:· l a:, 0 > u.. z 0 "' -8 0 0 -,: . . :ai o:i a:,, LO @' re <O 0 F,S .. OVER : • ~ STORM DRAIN ·-110 NEW; C.B. NO. '15 . • ;" . • 1 •• EX. 24" l=a=i;'I-· ~ R.C.~~~ ~=!;la== • . . ··' . ~ > z <O "l a:i ' Jf) ~ ~ > ' 0 z w ... Q1 o...: 2.6 cfs* Vn- 4.8 fps·. w a.. a.. . x w z ' • 0"' -, -,: -.........J w . ...J .--,150 Q_IL_C_C_All. __ [ll:_:E_l.'l>_L';!IE_'"®_" ®_0 c_c_~J_lll_IE_"il'_A_Dll._"ll._li>_-_'il_'il" V PER P.F.R.D. SID. 1308 (TYPE A) N.T.S. ..-LLJ~ 0 LLJ ~a:,> w .. o:i a..o CXl a.., r--~ a..u LO ..., r..: LO a. + "l ;;:: ' . ,ci .. ..., LO c-,l wU ..., "' u w a, O...J C? I-LL ..-, N LO .. ~ .. + lf) ..f <O <O <O Jf) ~- .• PREPARED BY: DOUGLAS BENDER AND ASSOCIATES CONSTRUCT 18.96 • LF 18" R.C.P. 1500D i i ' + ..., -z ~ c::, w a:, -LO 25 + ..., o.!( -~ 15;;:: ' ,. CONSTRUCT 9.56 LF ' 24:" R·.c,P.1 ...: 1sooD ,. ' ' j-' . . ·i-·-:-r·--1--~ 'CONSTRUCT 18,671 L~-+ , 24"-· R.c.P: ..1 1sooD· , , EXTENDED· LATERAL. - l - ; • - ' ; ' • i -j .:· i -; -. . "F-2" EXTENDED LINE. "F" , SIDE ENTRY• EXTENDED LINE "F" BACI< ENTRY *NOTE: .10-YEAR FREQUENCY FLOW ABOVE FROM EXISTING PLANS FOR FORD ROAD EXTENSION & REALIGNMENT, CITY OF IRVINE, PROJECT NO'. 14191-MC • -• -• ( ' -i ' : ' ' ' I NORTHERLY R/W 18' 1 o· , ;...,. ' ''• ' ",.,' --. 58' 33' . 132' Ct 7' 7' I "' I .---· 01:::-REMOVE EX. TYPE "A-2" CURB & GUTTER 74' 45' SAWCUT & JOIN 12' 1' 1 3 SOUTHERLY R/W 10' 5' r ~ REMOVE EX. CONCRETE SIDEWALK ~ CONST. TYPE "A" CURB & GUTTER, 8" C.F., PER CITY OF N.B. STD-182-L ©-CONST. SIDEWALK PER CITY OF N.B. STD-180-L ~ CONST. 4 A.C. PAVEMENT OVER 16 A.B. (TO BE VERIFIED PER SOILS ENGINEER'S RECOMMENDATION) BOi\l~T A CAi\lVOi\l DRIVE (EXISTING PUBLIC ISTREET) N. T.S. SECTION A-A PROFILE SCALE HORIZ.: 1" -40' VERT. : 1 " -8' Consulting Clvll Engineers t----t----,>-------------------------1----1 DETAIL SHEET OFF-SITE IMPROVEMENTS PA-22, TRACT-15945 22971 MILL CREEK DRIVE 1EL: (949) 586-0086 LAGUNA HILLS, CALIFORNIA 92653 FAX: (714) 586-58661---+---f-------------------------!----1 ~ '2. //,;,'/,:;c> 'DOUGLAS W. BENDER DA TE R.C.E. No. 28946 EXP. DATE 3 31/03 DATE CITY OF NEWPORT BEACH R-S1 55-5 t--~---~------------------------'----1 PUBLIC WORKS DEPARTMENT SHEET 2 OF 6 BY REVISIONS APP'D (:) z ~ 0: D I \ 0: w [D ~ ::i z I ' \ ) I . ' • -. • ' -L::..=. .. 'I ·-: -' • 1--- ===L .. 0 ·+-+--!"""'" f-_q ..-·-f--r_o .-.- - . i ---_ 1 _---r -- ' -----1... r. -- 0-----·_ .:··--- _.. __ f:::::::: ~ ro-.:t::-:": .:.·· ':::"" .-8 ~-~ -__ , ----~ .,...,:-- - -' . _. ·::·· ·-·-·-1 ·: ··::. :--:-:-.t_ -·-t -~ ~--.:_·.~ .".:·~··:. --,-__ - --··· ___ :': . -· .. ·i ,t·. : __ , -·-·-,-.. . ------ 52+00 ---- "' If) :···-·· ~::-.: ... - - --- --___ .,_, ___ ,,_ ---f- --··:.::: -----_-_; ... 1. ,., ~- . "' .... ,_ "'""' -U") • I . -1 . -.... -·----·-- : .. : :.: L_.t , _ _. . . 1. __ _ • ' 53+00 -· -···---··-·------·------------•• i-=-- • '. --i - . , ct ' .• •• --~ ···'f::ci,-:: .• ----t~----f---:: :.·.- ·+· .. - - -! - -. --.-. ----------,_ --r-.,-.. ---·--··--· - - --- - ----- . 1---:- -l :~ --i _· __ -r ~ -~--:..~--- 1 l --t= ... : --~ --. ( .:_~_ : . ... 1 ··_( --1_---_ ""' ·-·--:::.:(:.=::_------ : :+:---. -,, 1---:1·· -· --_:-_--_L :·--- ----9 ~ -_ -~ in- _-_ --:"1;: .:::.: _--:.:1 ,..___ - : .:·.~ . ~ ---:-; ._::_-~ ~: -l---, .. _.:.._ -'"'. -···-- ··- --·-- . ..:.-J •• I ·-·· . ... j·· (::. i"- .L-I - .. :. ,---_ +- ---• ·---r--. ··r--- -_ j -_--: -· r: .. _J_ -_ --i--------=--L--_::_· ' ---- +- L--i -1-- ,_ .. ·L ---I - ·.-1,_ . .. -_·-I· ---,_ -.... , ...... ,. '" ,., l -a. ----:o , ....... __ _ ,.., :2 "' ' --_,........;..::_ - .. ••• --,---·-. ·-- - ... , - - -- ----I --·--::~-. ,::::· • ·••--I ••··-- •-:-·. ·-·I:--7, -. .-: .. c ·-- ... -·-_--,-- - - :---1 __ --l:: -'--'-'---'-':C. ,_ - . - 0~ =d _t') ···'"' «>=-- ,-1.f) =-& .....,___ -- . --. 1- --. .-..: :: .. --- :.-:. - 1--_t-----. f----Ci _.;, --_ -..:·::·_ .. :.:: -. . ------- --·-__ -_,,:_ --. -. .. -·----. ' -_-,-"' - -------·--- ! ----._--- :·.-,,,.-:!" l•l 2_ ,_ 1 "' , ra/ u ~ .-.-,lb . « • ,, c i--, :L-. --_::j __ -• ····-----_--::·.. -:•. __ --·~·:----·_--·/-_- ~-----1. - - I-,-·-- • ·!"""'" -t-----...... -• -_-----·--l-----........ . -·-· -----·--~ ------ ~ ---..... , ., --------- -· :::_:__ -"··c.::·:·: ---. ··-··---- -_----, -- -'-------+--., . ..... -------·· - 1 -----• --- . . • ' --··: 1··--t --.-· ---1 ---------" ------. ··•--" ------~:::-.. _:_-·:· .. ·-----__ j·:·: -__ . .-: .. ...:..... :l .. --.--- ··<t,:: CCC : __ -, '·':': ~,--~. ., "'"' - :. ·,_' • :..-:..i ·-' ---::-· -t-:-·--- --t-· ~ . -I-------. ---.,. -------------- -"'"" " l------· -----< -• - . . I -·-: I :,, • -j . -. -+---• -- ·--...• .. :.-.. ·-:-: -----t· ... "''"i -- : __ ------r .. -- -1 -·" .j -_-:_·· . --1 -_ :.... i. ---~ I-~-- ' --:·_--:--·:-:: - -..... :-"'.~-:::: :- :::.-::. _-_-l --_ l -~-I-:= • -·-· -·-" ··-:·1·:.:~~ -~=r:--·--+. ~--1 ·.~: .-~.""'."~_::. ~.-__ _.~::: I ---• --------••••• ----' :. ·---·-· ----- ' -• --. '. -~. -:c .-. t--'1=-~-.--_. ,., -;:!·· ------·: . .:.: I "·· -.:·---- ··-· ----~--- ' ...... :---___ :- . . --I ... ,. --·--=--L-.t:.=.l:-:.--PROFILE SCALE -. •. --t - HOR!Z.: --· -J-_---I---~ ... VERT. : 1· 1" 20' 4' 54+00 55+00 56+00 57+00 l>"A" DELTA RADIUS LENGTH TANGENT A 04·35'39" 1864.00' 150.01' 75.04' B 180'00'00" 4.00' 12.57' C 180'00'00" 2.00' 6.28' D 76'23'05" 35.00' 46.66' 27.53' E 88'14'57" 35.00' 53_91' 33.95' F 10'31'57" 150.00' 27.57' 13.83' G 12"00'50" 150.00' 31.45' 15.78' H 40'35'55" 22.50' 15.94' 8.32' 10'44'32" 22.50' 4.22' 2.12' J 36"08' 48" 22.50' 14.19' 7.34' (27) -----··-\ --------· --- PREPARED BY: DOUGLAS BENDER AND ASSOCIATES J __ I GRAPHIC SCALE 20 l 10 20 I ! '° ( IN FEET ) I inch = 20 It. SEE FORD ROAD EXTENS!ON & REALIGNMENT PLANS BY THE C!TY OF IRVINE, PROJECT NO. 14191-MC FOR DRAIN SYSTEM. JOINS TO EXISTING STORM 80 . Consulting Clvll Engineers 1--t-----t--+--------------------------+---l PLAN AND PROFILE SHEET OFF-SITE IMPROVEMENTS 22971 Mill. CREEK DRIVE lEL:(949)586-0086 LAGUNA HILLS. CALIFORNIA 92653 FAX: (949)586-5866 t-lJ\--:--;-----j----j---------------------------ht;!"! H.r-l 1 4/20/00 B&A REVISED SIDEWALK RETURN TO CIRCULAR CORNER CUT-OFF ,._,,,.,~. PA-22, TRACT-15945 odtftf.l& 4/~~koo R.C.E. No. 28946 EXP. DATE 3/31/03 ,_N_o~D_A_TE~_BY~ _______________ _,_AP_P__,'D CITY OF NEWPORT BEACH 1-R'-'---s...;7_.s:_s-_-_s-1 PUBLIC WORKS DEPARTMENT REVISIONS SHEET 3 OF 6 z > (!) 0 Q z z ~ ' ru ~ C rr 0 w " □ rr rr 0 □ w 0: L> rr 0 0 J 0 I z '.l a. ( ~ ~ z rr ( ~ ffi ~ ~ 4 L> [D~ w z rr ~1 > 4 ~ 0 ' □ rr w rn z , (!) ·':" 0 0 z z I),-fi ~ C ffi 0 S .-.J a. □ C IT <(~ 0 0 w L> rr fs ~ 0 J 0 ll= I 2 :l " 4 z rr ,J 0 ~ 0: ~ --T) ~ 4 w L> [D ~ w t: z rr ~ > 4 (I 7i ~ 0 :::i ' 0 p\,,. rr z w rn (!)~ Q 2 , ....Q 0 " z J ~ lo s'l5 rr rr O w a. □ C rr <( . O □ 0: -L> ~ <: 0 0 J a 0 re I l'O 2 '.l a. ~ z C 0 0: ~ 4 w L> [D w z rr ~ > 4 ~ 0 :::i z rr, ,: SPECIAL BOLT~ ~MODEL 722 OPT[CAL DETECTOR SCREWS DRILL & TAP 5/8" HOLE IN MAST ARM STRAP /CLAMP IE'1P DETECTOR t'.'IOUNTING DIET AIL 2-02 3-02 ---- ------ INST ALL 2"C 6 PR. NO. 19 SIC TO PRAIRIE DIST 1_ TO 1_ 1411'± 2V:!" C 3-DLC 6 PAIR #1 9 SIC CONDUCTOR SCHEDULE ('.) RUN NUMBER s: CIRCUIT & ffi & & & & <C ¢1 ---3 3 - ¢2 3 3 3 3 3 - #14 ¢6 ----3 - 08 ----I 3 3 ¢2P 2 2 2 2 2 - ¢8P -2 2 2 2 2 02PPB -1 1 1 1 - ¢8PPB 1 1 1 1 1 1 ¢2BPB ---1 1 - ¢8BPB -1 1 1 1 - PPB COMMON 1 1 1 1 2 1 SPARES 3 3 3 3 6 3 TOTAL 10 14 14 18 28 10 SIGNAL COMMON 1 1 1 1 2 1 #10 LUMINAIRES 2 2 2 2 2 - TOTAL 3 3 3 3 4 1 ¢1 ----1 1 ¢2 ---6 6 - DLC ¢6 ---4 4 - ¢8 -2 2 2 2 - ' TOTAL i -2 2 12 13 1 OPTICOM CABLE 1 ' 1 1 3 1 ' INTERCONNECT CABLE 6PR #19 ---1 1 ! - CONDU[T SIZE 3" 3" 3" 3" 2-3" 3" --AFA File: 514.002 BONCHAM.DWG 11: 21 AM 03/01/00 • __ J • I 7 I ---... ____ _ \ \ EDISON VAULT #5454761 SCALE: 1" 20' "' "' - -----.. -.. _ .. ____ _ GENERAL NOTES 4-02 5-02 -- ® 3 1. ALL WORK. MATERIAL, AND EQUIPMENT SHALL CONFORM TO THE REQUIREMENTS OF THE STATE OF CALIFORNfA, DEPT. OF TRANSPORTATION, ST AND ARD PLANS AND STANDARD SPECIFICATIONS DATED JULY. 1992, THE CITY OF NEWPORT BEACH DESIGN CRITERIA , STANDARD SPECIAL PROVISIONS, AND STANDARD DRAWINGS, 1994 ED., AND THE SPECIAL PROVfSIONS FOR THIS PROJECT. 2. SEE STREET IMPROVEMENT PLAN FOR UTILITIES. THE CONTRACTOR IS REQUIRED TO ASCERTAIN THE EXACT LOCATION OF UNDERGROUND FACILITIES PRIOR TO DOING WORK THAT MAY DAMAGE SUCH FACfLITIES OR INTERFERE WITH THEIR SERVICE. 3. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND NOTIFY ALL UTILITY COMPANIES A MINIMUM OF 48 HOURS PRIOR TO START OF CONSTRUCTION. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE ALL PHASES OF CONSTRUCTION WITH THE VARIOUS UTILITY COMPANIES INVOLVED. 4. THE ENGINEER SHALL APPROVE THE EXACT LOCATION OF ALL PULL BOXES, CONDUITS, DETECTOR LOOPS, CONTROLLER AND POLES IN THE FIELD. 5. ALL PULL BOXES SHALL BE NO. 5 UNLESS OTHERWISE NOTED ON PLAN. 6, ALL LOOPS SHALL BE 6'X6' OR TYPE E SPACED 10' APART. EXTEND LOOPS 1' INTO X-WALK OR LIMIT LINE UNLESS NOTED OTHERWISE. 7. ALL SALVAGED MATERIAL AND EQUIPMENT SHALL BECOME PROPERTY OF CONTRACTOR EXCEPT STREET LIGHTS, CONT ACT EDISON CO, FOR REMOVAL AND SALVAGE OF STREET LIGHTS. AL O'HARA, (714)895-0246, 8, ALL TRAFF[C LOOPS, SIGNING, PAVEMENT MARKERS AND STRIP[NG SHALL BE COMPLETED PRIOR TO TURN ON. 9. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AT LEAST 48 HOURS [N ADVANCE OF ELECTRICAL WORK AND PRIOR TO REQUIRED INSPECTIONS. 10. ALL SIGNAL HEADS SHALL BE METAL TYPE. 11. PEDESTRIAN INDICATIONS St-<ALL BE [NDICATOR CONTROLS CORP, P /N 4094, (SEE SPECS) 01 { 05 MOUNT AT 77' HIGH CANYON 2 ¢1 \ \ \ I I \ I I \ o' g:, I i\ 4 5, \ I I \ \ \ \ PHASE DIAG~Ar.'I POLIE SCNIEDULIE 02 03 04 POLE DATA ◄---~-► 11 06 07 08 NOTE: ALL SIGNAL INDICATIONS ARE 12" -ALL RED INDICATIONS TO BE CALTRANS APPROVED LIGHT EMITTING DIODES. (LED'S), E,CEPT P.V. '-'E_AC·S 34' ◄ EVP ¢8 (722) DRIVE -ALL PED PUSH BUTTONS TO MEET A.D.A. SIZE REQUIREMENTS -LUMINAIRES SHALL BE FULL CUT -OFF ' LUMINAIRE MAST ARM SHALL BE 90' FROM SIGNAL MAST ARM. "-MOUNT AT 77' HIGH 2" C 2-DLC 'I I .---::-::. --------·111--_ -: Si i;:; c :-:-;-~: :--: J,, ';;'' 1-\1 ___ : -=--_--_--__ -:-:-__ -_--=--_-__ _._-__ -_-:_~_-_--_--_--_-- I I ST A, 55+ 78.27 56 TO BE REMOVED BY OTHERS. -,,,, ' SEE GEN, NOTE 7. >-~ 4-¢6 3-\ll6 02 ~:J-t-t, EVP 2-06 1-06 N N l++cc='°,=;-------~ 5 r-----i------i•K"'-¢6 ;, (722) R34-2 a:, & I N 12' 02 ~:J--H-t------------ ST. LfGHT TO BE REMOVED BY OTHERS. t: SEE GEN. NOTE 7. 1 06 1 .. ------- - - ---.• CONSTRUCTION NOTES FURNISH AND [NST ALL ALL NEW SIGNAL EQUIPMENT AS SHOWN. FURNISH AND INST ALL NEW MUL TISONICS 820A CONTROLLER AND ALL NECESSARY EQUIPMENT FOR THE INTENDED OPERATION IN A NEW TYPE P CABINET W[RED FOR 8 PHASE AS SHOWN, INCLUDING OPTICOM #752 PHASE SELECTOR. FURNISH AND INSTALL MODIFIED TYPE fl SERVICE PER CITY OF NEWPORT BEACH STD-910-L AS SHOWN. FURNISH AND INSTALL 3"C, PULLROPE TO EDISON VAU~ T #5454761. (SERVICE POINT) THE CONTRACTOR SHALL BE APPROVED BY EDISON BEFORE ENTERING VAULT, THE SERVICE ADDRESS WILL BE OBTAINED WHEN CITY PERMITS ARE OBTAINED. FURNISH AND [NST ALL OPT !COM EMERGENCY VEHICLE 3M MODEL 722 DETECTOR AND 3M MODEL 138 CABLE FROM DETECTOR TO THE CONTROLLER. DETECTOR MOUNTING PER DET A[L ON THIS SHl::ET. FURNISH AND INSTALL R34-2. SIGN PANEL ON SIGNAL POLE MAST-APM. (CAL TRANS ST AND ARD ES-6T, DET A[L U) e:7.Ad:1 ~us T/111-FOUS T ASSOC/A TES, 111/C. t--+------+---------l---- TR A FF/ C ENGINE RING AND TRANSPORTATION PLANNING ---· N N DETAIL A SIEL'JSOR T AIBLIE I I # OF _sE:~~O_R---,f--C_H_A_N_N_EL--+, _D_E_T_EC_T_O_P_. -i LOOPS •l □ DE TEC 1 OR LOOP LOCATIONS SHALL BE APPROVfD BY ENGINEER IN THE F[ELD PRIOR TQ INST ALLA 110,,. ALL DETECTOR UNI TS SHALL BE RACK MOUNTED, DUAL CHANNEL. OUAL OUTPUT PER C"M•••EL NITH J',TEGRAL CALL HOLD (0-7 SECS) AND CALL DELAY (0-31 SECS) CAPAB[UTY EACH WITH COLORGATED EXTE'JSIO>◄. DETECTORS SHALL NOT EXTEND ON RED. DETECTORS SHALL DELAY ON RED IF SELECTED. ALL DETECTORS SHALL HAVE A SECONDARY PRESENCE OUTPUT WJT,,OuT T[Ml'IG FOR SYSTEM SAMPLING PURPOSES. (#' -SYSTEI/ SAMPLER NUI/BE" 1 -800 427-41)' C!T• oi:-1!EWP:;;;ir 3C::\r_:,, PUBLfC WORKS DEPAPTM(~l •. ~ [[ ~J 2 <::i:: ~-~ ' (cl z .<:i.... ~{ ii ½ 0 [[ --v ~~ -rJ ~ 2 ~ jb-,J ~ -1 ~4 [[ ', 0 ~ () \ [[ w m 2 ::J z co. J % " z "' 0 " J " 0 cu z " ~ ;a -' 0 " w rn , z 0 D z ~ > m "' " 0 w " 0 "' " 0 8 0 " 0 J D I z '.l " s z " 0 ~ :J " 0 w z " ~ " C ' 0 " w rn z , 0 0 z ~ iii " " D w Q D "' " 0 0 0 & 0 J 0 I z '.l " -··r 200· -- 2 I W41 / "SIGNAL AHEAD" Ci) ---- RELOCATE TO 7 STATION 57 CONSTRUCTION NOTES 0) 0 0 0 0 0 0 ® 0 @ ® 0 niSTALL 8" SOLID WHITE LANE LINE. (DETAIL 38) INSTALL WHITE PAVEMENT LEGENDS AS SHOWN. (THERMOPLASTIC) INSTALL 72" WHITE CROSSWALK LINES. (WIDTH 10')(THERMOPLASTIC) INST ALL 12" WHITE LIMIT LINE. (THERMOPLASTIC) INST ALL 8" SOLID WHITE LANE LINE. (DETAIL 38A) INST ALL 4" WHITE LANE LINE 50' LONG. INST ALL 6" BIKE LANE LINE. (DETAIL 39A) INST ALL YELLOW MEDIAN ISLAND. (DETAIL 28) INST ALL 8" WHITE LANE DROP LINE. (DETAIL 37B) INST ALL 4" SKIP WHITE LANE LINE, 7' STRIPE AND 17' GAP. (DETAIL 9) REMOVE. SANDBLAST PAINT TO BE REMOVED. INSTALL SIGN PER DESIGNATION. SEE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, (CALTRANS) "UNIFORM SIGN CHART." GENERAL NOTES 1. ALL STRIPING AND R.P.M.'S TO BE DONE PER STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, TRAFFIC MANUAL. SEE THIS MANUAL FOR DETAILS REFERRED TO IN CONSTRUCTION NOTES. 2. ALL CONFLICTING STRIPING SHALL BE SANDBLASTED. --AFA File: 514.022 B0NCH.DWG 10: 46 AM 02/14/00 R -- R EXIST. - DETAIL 378 10 -T - R18-2 "RIGHT LANE MUST TURN RIGHT" s - . : --. - OJ _-H '° N N -N - "KEEP RIGHT" (WITH ARROW) ~ 6 N 160' RT POCKET I 2 J ..._R7 TYPE s PLAIN YELLOW REFLECT ORI ZED / N CANYON R "' r EXIST. "KEEP RIGHT" (WITH ARROW) ADD R10 "ONE WAY" AND TYPE N MARKER 6 1---Ji------J.------ 0 I i RELOCATE EXISTING TOLL ROAD GUIDE ---0 SIGN • 30' EAST I I I .._R61-20.~ 0 RIGHT AND LEFT cc O! m! ARROW SYMBOLS q = ct ::c \ 0 \ I \ I I I I I I 'e!!f 11us TIIV-FOUS r ASSOC/A TES, INC. TRAFFIC ENGINEER/NG ANO TRANSPORTATION PLANN/1/6 SANT A ANA, CALIFORNIA 92 7 05-7827 7-0496 FAX (714) 667-7952 -~~~~~~~=-,-=-,:--=--;c-;--DATE: 2-/t/---,?&eO J CE 20258 EXPIRE 9-30-01 ARROW j SCALE: '" = 40' REVISIONS /, IS I '-..../ "RIGHT ,~~lF M~s· ~ I I ~ z ~ [I 0 ~ "' ~~ 2 ::J z ~ z ~ [I 0 Jl I \.() \.(j) r-- 1.,\ I ~ [I w m 2 ::J z ~ z ~ [I 0 [I w m 2 ::J z J .\.) ~ ~ \~ (1 71 -1 Ql '>J ~ ~--0 ~ I,. j 0 .JI 4 j ·- r: J 0 Ci! 4 z " 0 ~ :J 4 u w z ~ z 0 ~ 0 " " 0 u 0 ~ 0 I z 3 " g z " 0 ~ :J 4 u w z > g; z 0 i 0 " " 0 u 0 ~ 0 I z 3 " g z " 0 ~ :J 4 u w " > g; " < " ' 0 ffi rn , " z ~ " w □ " 0 w " " < " ' 0 " w rn , " z > ill " w 0 " 0 w " " < " ' 0 " w 0 ~ I C18 L .. _ 0 ··········f······· C18 C18 C18 0 0 600''-----l~--600' ~-------------- 1. 2. 3. 4. GENERAL NOTES ALL WORK AND MATERIALS SHALL COMPLY WITH THE "CALTRANS MANUAL OF TRAFFIC CONTROLS IN CONSTRUCTION AND MAINTENANCE ZONES" , LATEST EDITION. ALL STRIPING AND MARKINGS SHALL CONFORM TO THE "ST ATE OF CALIFORNIA, STANDARD PLANS AND SPECIFICATIONS" , INCLUDING STANDARD PLAN A-20, DETAILS. ALL SIGNS SHALL BE REFLECTORIZED AND STANDARD SIZE. ALL TUBULAR DELINEATORS AND CONES SHALL BE 28" MINIMUM HEIGHT, REFLECTORIZED AND MAINTAINED ERECT IN THE INDICATED POSITION AT ALL TIMES, AND SHALL BE REPAIRED, REPLACED, OR CLEANED AS NECESSARY TO PRESERVE THEIR APPEARANCE AND CONTINUITY, AND SHALL INCLUDE A 12" HIGH INTENSITY REFLECT ORI ZED SL.EEVE, IF USED DURING NIGHT -TIME HOURS. 5. THE CONTRACTOR SHALL MAINTAIN, ON A CONTINUOUS BASIS, ALL SIGNS, DELINEATORS, BARRICADES, ETC., TO ENSURE PROPER FLOW AND SAFETY OF TRAFFIC DURING CONSTRUCTION. 6. THE CONTRACTOR SHALL HAVE ALL SIGNS, DELINEATORS, BARRICADES, ETC., PROPERLY PLACED PRIOR TO COMMENCING CONSTRUCTION. 7. ADDITIONAL TRAFFIC CONTROLS, TRAFFIC SIGNS, OR BARRICADING MAY BE REQUIRED IN THE FIELD. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PLACEMENT OF ANY ADDITIONAL DEVICES NECESSARY TO ASSURE SAFETY TO THE PUBLIC AT ALL TIMES DURING CONSTRUCTION. 8. 9. 1 o. EXACT LOCATION AND TYPE OF CONSTRUCTION SIGNS SHALL BE DIRECTED BY THE ENGINEER BASED UPON CONSTRUCTION CONDITIONS. NO LANE CLOSURES ON ARTERIAL STREETS WILL BE PERMITTED BETWEEN THE HOURS OF 6: 00 A.M. TO 9: 00 A.M. OR 3: 00 P.M. TO 6: 00 P.M. MOVE DELINEATORS AND/OR CONES TO EDGE LINE STRIPE DURING NON-WORKING HOURS. REMOVE BARRICADES ETC. FROM TRAVEL LANE. SEE NOTE #11. 11. REMOVE OR TURN SIGNS DURING NON-WORK HOURS. 12. ALL SIGNS THAT ARE NOT PLACED ON BARRICADES SHALL BE PLACED ON TEMPORARY POSTS, MINIMUM HEIGHT OF 6 FEET, WEIGHTED WITH SANDBAGS. --AFA File: 514.022 BONDET.DWG 11:08 AM 03/01/00 TAPER Boo· TALPENGTH 1200· ER FO 50' 0( R L'.C/-/ LAN/ SPACING CLOSURE co ,.,, C30 ------ <Xl _-H \."JORI( AREA _o -------~ -: ~-==-=-=-=-=~~.::..::.~-'i~[4~~~=~;==-~~-,:~ 0 -0 LEGEND O DELINEA TOR T SIGN "' ~ FLASHING ARROW SIGN ~ DIRECTION OF TRAVEL TEMP. TYPE lll BARRICADE +r+ AND SIGN 1'-4 H[GH LEVEL WARNING DEVICE 0' « 0 CD ~ :c (.) i 0 « 0 ID ~ 4 :c (.) CANYON \ 0 N \.':!ORI( AREA SCALE: 1" 0 40' ~At:/ ~UST/Ill-FOUST ASSOCIATE~ /11/C. t------+-----+----------1---_,~M.fd"?~ i TRAff[C ENGINEER T AFF/C £NG/NEERING AN[) TRANSPORTA T[ON PLANNING z ,.,.. RE. NO. ao..,., 2 20 NORTH UST AVENUE SANTA ANA, CALIFORNIA 92705-7827 AA ,_, ··----- T LEP 7.1 667-0496 FAX (714) 667-7952 DATE_[_~~!'!'J...8J~0_ / DESIGNED DRAW'. • . DATE: 2-/-j!OOO DATE BY DESCRIPTION APP'D RS RS = CHECKED REVISIONS . · I t, ~ C20{·u\ " .. Sec. R-51 55_5 "'."RAF,JC CONTROL Pt_A'.i BONITA CANYON °D. AT CHAMBORD P:J Cl TY OF NEWPORT BE~.Cf-1 • f-----1,""--~·- ?UBL!C WORKS DEPARTMENT ! SHEET •• er .