Loading...
HomeMy WebLinkAboutR_5611_SLL 0 >-· f- LJ BAKER Iii 0 > ~ ~ o' m • ADAMS AVE. ORANGE COAST COLLEGE CITY OF I-----, ORANGE CO. COSTA MESA VICTORIA L,.J > a: f-\ \ 1-INDICATES AREA -SHOWN ON LOCATION MAP "' 0 m "' < I VD CD INl D TV ~IP' SCALE: 1' " 4400' ST. FAIRGROUNDS PROJECT LOCATION SYMBOL LEGEND ---0---POWER POLE 0 MANHOLE ~ F I RE HYDRANT D METER BOX --0------VALVE POWER POLE ANCHOR D MONUMENT -x-x-x-FENCE BLOCKWALL 0 GO JU_ La~ .LLL TREE SHRUBBERY ASPHALT PAVEMENT BRICKWALK CONCRETE ~A BU I LO I NG EXISTING CONSTRUCTION PROPERTY LINE ----NEW CONSTRUCT I ON -·-t-·-CENTERLINE ----S-··-SEWER LI NE ··· W · ······ WATER LINE ---G-- -GAS LINE -E--POWER LINE -TEL-TELEPHONE LINE -TV--CABLEVISION LINE -SP--SPRINKLER SYSTEM :0: STREET i.-HiHT UNIVERSITY 1l, ,. I 'I} 111) --...:...__ "1i-o ,, I CITY OF IRVINE q;, U C. I. RO ' EMERGENCY TELEPHONE NUMBERS CALL TOLL FREE 1·800·422°413l3l BEFORE YOU lllG AGENCY SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY PACIFIC TELEPHONE COMPANY CITY OF NEWPORT BEACH !UTILITIES DEPARTMENT) COUNTY SANITATION DISTRICTS COMCAST CABLEVISION COMMUNITY CABLEVISION UNDERGROUND SERVICE ALERT NUMBERS 634-0251 895-0221 611 644-3011 962-2411 542-6222. AFTER 6:00 PM 542-3975 720-4040 1-800-422-4133 1FOB IPUBLliC WORKS GENERAL NOTES 1 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', 1988 EDITION AND 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 CONSTRUCTION. 3 ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR. DIMENSION. ANO FINISH TO ADJOINING IMPROVEMENTS. 4 STATIONING REFERS TO THE CENTERLINE OF STREET. JJAMBOREE FROM BACK ROAD REHAB~ [L ~ TAT ~-ON APPROVED: PAC/Fie BAY ROAD Cc=2790 PUBLIC WORKS DIRECTOR R.E. 12806 NEHPORT BAY ~ "?' I ~ ?1. FASHION ISLAND !LOCAuDON MAIP NOT TO SCALE TO FORD ROAD R-5611-S SHT. 1 OF 7 \ \ I '\ (J) J: -I - 0 ii " :r, ~ I ~ . --I I.I' ,0 C, • ) _/ CONSTRUCTION NOTES @) REMOVE EXISTING STREET SECTION AN9 SUBGR.ADE AND REPLACE WITH 19" THICI( A.G. BASE COURSE. @) COLD PLANE 5' MINIMUM WEDGE 12" BELOW EX. EDGE OF GUTTER AND EX. A.G. PAVEMENT) AS SHOWN ON SHT. NO. 7, TYP. SECTIONS "A" AND "C", ® ® ® ® CRAO< SERL EXISTING CRRO<S. INSTALL REINFORCED PAVEMENT FABRIC OVER EXISTING PAVEMENT AND RECONSTRUCTED PAVEMENT SECTIONS RS SHOWN ON PLANS. CONSTRUCT R.C. OVERLAY (NORTHBOUND; 2.5" MINIMUM THIO<NESS AND SOUTHBOUND; 2" MINIMUM THICKNESS). ADJUST EXISTING UTILITY (WATER VALVES, S.C.O., SURVEY MONUMENTS, AND SEWER AND STORM DRAIN MANHOLES) FRAMES AND COVERS TO FINISHED GRADE. INSTALL TRAFFIC STRIPING, PAVEMENT MARKINGS AND RAISED PAVEMENT MARKERS. @) REMOVE EXISTING P.C.C. SIDEWALK AND REPLACE WITH P.C.C. SIDEWALK .. PER C.N.B. STD.-180-L, AS SHOWN ON SHEET NO. 7, TYPICAL SECTION C . C'Q i:-,.. • Ul ..... ,;, co N cc 1-tn LI.I z --I :c EX. 18" VCP 5 8-5/8' G I I ):1 EX. PRIV. VCP s✓ ~ EX. 24" VCP S___,,/J : ! EX. 10" VCP 5 ---~ ----..--~--,_ "';:--___ ...... ' ' __ ............. ---\ \ ~'/"' \ I // I I // ) II I 0 I I ''t I I --·---- = EX. P.C.C. CURB AND GUTTER I .... 1:i:, I I I EX. 12" ACP W \ \._ ' ------------ EX. EX. EX. EX. N 10' ACP W T 8-5/8" G 18" VCP S -------------------------------- --~ • •••• •• • • • ·----- - IS) "' "' ~ + -N N N +1 + a: t;? I-Ul N ..,. + N (T) CD ..,. "-I:!= + -_L CD (T) + -. (T) a: I-a: Ul I- ;,, j Ul "' N "' + N "' a: I-Ul ----- " " "-..,. "' "' ..,. N + + + ..,. ..,. ..,. "' + "' "' (T) "' "' I;; a: a: ti I-a: Ul ti d ~ ~'---sex-----"'------s._-----"'.______ ___ __,.,.=-c,.---'.',._~---=-~-~~-=,_~ _ _,.,._~_;"---~----'~cs---"'-L._=---"'.______._------""---f.v;.--_,.,._~4 g§ G) @ "' @ q_-----[h~ ... ~~= ... "":;,."":;,.=:;,.~T~;;;~;,':s.:;,.=.=.=.~;.c~.,~.;,~n:n~n=n= ... ~f:.:,~:,;.'=-... =..:,=~"-':;,.~.;,~;;.,~:,.;,~J;;.;.~;;.;.=j}:;.;..~;,._';:,.;;.;."";;.;."";:.:]}1.;,'.,.,.;,;.c=Z;;.;.-~-=;~~:-~=~=-;;.;,=:;~-~~,..=~~~;;.;.-:-=;;.;.-~:':_~~.;.;-;~~;EX:•~fP;;.,J.,.;c~.~c;;..~M~E~o~1:;;Af"'~cQu;;.;.R~B:s~~;;.;.~=~-;;;;.;._::i~:-;-=;;~-=::.c.~;.;.-~~:;~-=,;.;~-~~-;/~·~·::.c.··~J!Q·:;;o~I;.;.N[J.~E~x~.~-~c~u;;,;R:B:-:.;;,;··l··=·;;.,;··=··=·::.c.··~··-::·.,.··~··:·~·~·.:,;.··~·~~.~ .. ~'ft .. ~.,.;··=··=·~••;••~·::.c.··=··~··~·~··3· IS) 30 i'ILC:CSP "' + en N +1 • a: I-IJl w ISi ':I? U) IS) co + ~ CD en + -"' • .,.... ~ • • C: 1-tn LI.I z --I ::c u l-a: ~ "' +1 ~ I I I I EX. 48" CMP EX. EX. EX. EX. 22" X 35" CMP ~\ • --- /-['/" -----,r --5 • • . . ••• ---.-. I I I I I I --------- ... --.----. .... N -+I I I / \ ----..,,_ ----- EX. i JAMBOREE ROPlD IS) ~ N ..,. u-1 ~~ ~ ~ w oco> =11~= UilOC~ =J~ ------- I C'Q i:-,.. • Ul .,.... ,;, co N • cc 1-tn LI.I z --I ::c u I- CC ~ --i Jf1l~BlOREE ROf111Dl N -• • EX. P.C.C. CURB AND GUTTER \\ \\ ----+-------- -----------l-1--------------------------------------------------------------------------- •••• •••••• . . . . . . -------~.-..... • ••• LEGEND R.C. FINISH COURSE . • -. . .. . . . . .. . . . . . .. • • • • • • • • ______ .---------- RECONSTRUCT EXISTINu 51 REE I SECTION REINFORCED PAVEMENT FABRIC I O ----1 ... -------_.,...,---\~ •-----------&. 8" PVC S \ ~ ;,: 1:\~ 1 I ' .... , \ '1 CIC In "' ~ en "' +1 -------- EX. 30" RCSCP W REFERENCES: DATE BY -------.--------------'-'"----------- F.B. 521 PAGE 54, R-5065-S, R-5269-S, P-5044-S APPROVED a.e/t,L PUBLIC HORKS DIRECTOR R, E. NO. H!8O(, DATE t;:.. 'U -&J / C-2798 JAMBOREE ROAD REHABILITATION FROM BACKBAY DRIVE TO FORD ROAD DESCRIPTION RPP'D. DESIGNED GH □RAHN FT CI lY OF ~IEIWIPORl EIIEACH R-5611-5 l---+--+----------------+--+==c-----1==----I CHECKED DATE PUBLIC WORKS DEPARTMENT SHEET 2 OF ? REVISIONS LD 5. 20·5{ t/1 :c -I i'> 0 'fi ...J .:0 ITI ,, p ;o I --: I (..f) ----====----------------------------------------------~-------~--------~------~------------------------------·------------~~------ i I m ,q • Ii"',, 00 ❖ ,q In • ~ I- U'J L,J & --' :x:: u I-a: ~ Cj_- N ... • • ~ en w Gi: --------- --------J § C!: n: --- 0 ... • u, ... ., ------------r--- u, -----+------------------ 0 0 ·+ <D ... ., ------1-- N EX. 18' VCP S EX. 8-5/8' G EX. TEL LINE -------- EX. 18' VCP S EX. 8-5/8' G EX. TEL. LINE ---------------------------------- ~ ----------·-.-=;--=::: ---------- 0, °'<i" • . £',,., C'V) ❖ s;;:;- Ln • a: r- en Ml ~ --J ----------------------------~ .... -· ............................ -............... -..... -......... ---W·•· ........................................................ ;,: ............. ·"· ............................ ~ J:;t .... )9.:.H~-~~-i:i .. 11 .......................................................................................................................................................................... . ----•••••••••• . .... ------tc--- -------- ---------------- -----;- 0 C> + u, u, ., CONSTRUCTION NOTES Q) REMOVE EX I STING STREET SECT I ON AND SUBGRADE AND REPLACE WITH 19• THICK A.C. BASE COURSE. @ COLD PLANE 5' MINIMUM WEDGE (2• BELOW EX. EDGE OF GUTTER AND EX. A.C. PAVEMENT) AS SHOWN ON SHEET NO. 7. TYPICAL SECTIONS •A• AND •c•. ~ CRACK SEAL EXISTING CRACKS. © (j) ® INSTALL REINFORCED PAVEMENT FABRIC OVER EXISTING PAVEMENT AND RECONSTRUCTED PAVEMENT SECTIONS AS SHOWN ON PLANS. CONSTRUCT A.C. OVERLAY (NORHTBOUND, 2.5• MINIMUM THICKNESS AND SOUTHBOUND, 2' MINIMUM THICKNESS). ADJUST EXISTING UTILITY (WATER VALVES. S.C.0., SURVEY MOUNMENTS. AND SEWER AND STORM DRAIN MANHOLES) FRAMES AND COVERS TO FINISHED GRADE. INSTALL TRAFFIC STRIPING. PAVEMENT MARKINGS AND RAISED PAVEMENT MARKERS. @ REMOVE EXISTING P.C.C. SIDEWALK AND REPLACE WITH P.C.C. SIDEWALK PER C.N.B. STD.-180-L, AS SHOI-IN ON SHEET NO. 7, TYPICAL SECTION •c•. ' ' '- \ \ I I I I --------- / ' / :1 "' m I -I ... .; ' + I "' I ~, u, I ~ <t .... Vl' Vl I u--l lbii: OC lb!!:: C ll= oc > ~00 oc lb!!:: ="m m ©b 00 LEGEND EX. 18' VCP S EX. 8-5/8' G EX. TEL. LINE A.C. FINISH COURSE ........ . . . . . . ••••••• RECONSTRUCT EXISTING STREET SECTION REINFORCED PAVEMENT FABRIC u, u, "' <O + + <D "' ... ... ., ., <t ~ .... Vl Vl ------------ ·····'d···· •••• "' N ., • • • • •• • • • • ---- 0 "' + -"' ., ~ Vl u, a-. "' <D C> + <D m + u, ~ m "' ~ <t Vl t;; •• : : : : :lc:\5· . . . . .... ·0· ......... 0 -+ <D m -Ln + .... + ... N Ln + ... <t u, .... <t Vl .... Vl <t t;; --u, ,._ + m u, ., ~ Vl . . . . -- --'i_ JRf1BORE£ RORD • IJ1 ..... ❖ t!l t!l • -' :x:: u I- CE: ~ ~ EX. 20' MLCCSP W .......,., .. ,........ ...................................... . ••:..,.•~· ••,__;•~·,.,········!.:······· ... ~.,.,. -~ Cj_ JRMBO~IEIE RORD EX. 30' RCSCP W EX. 6' ACP W REFERENCES, F.B. 521 PAGE 64, R-5065-S, R5269-S, P-5044-S DATE BY DESCRIPTION APP'D ...... PUBLIC WORKS DIRECTOR R.E NO. !~SOC, DATE 0-2..o:::9/ DESIGNED GW C-2798 JAMBOREE ROAD REHABILITATION FROM BACl(BAY DR I VE TO FORD ROAD A CITY OF NEWPORT BERCH R-5611-S 1---+-----+------R-E_V_I s-1 O-N-S-------+--f--C~HE=c~KE=D--LD-+-D-AT_E_5 __ 2_O ___ 9_1_,_ 0 JBL I C WORKS DEP/\RTMEN T OF 7 r..----------~------------------------------------------------------------------------------------------------------------------------------===------- - - - - - - - - - - - - - - - - - - ' - - - - ' - - - - = = - - - - - - - - - - - - - - - - - - - - - - - - " " - - - - - - - ... --------'p~-.,,TWl'---------------• ~-'"" \ ) i.n :c -I u,) ':JJ \~ --I 0 (.fl TI ....J ' \ \ \ I ------------~------ • 1D -,0. ffl / / / :1 i I : I ii ii i ,1 I: I I I I "' I ; / ...,_ ••• ···-w .. • •.•. '· w •. • • • .•. , .... ·•· .. . . I I -• • • p •,;.,,;.:,:,, : • • • • • • .... --..... t •••• ,_____ . . ... 'D N N ITT -.0 ITT N + + l"---+ O O + 0 r-l"---0 c;c, r-r-~ °' .. -~ .... °' ;i-,~,~::~'°~t=,_,, I 1j1 "~\~ 1 ,,,,,, ----~ I ,~, 1 11 11 "' " r t'l< 16" A.CF" 0 REMOVE EXISTING P.C.C. MEDIAN CURB AND GUTTER AND REPLACE ,r \ r,_·· •• -;i • I ·l,i". "',,:\ '"~_/ / I CONSTRUCTION NOTES 1----- WITH MODIFIED TYPE 'B' P.c.c. CURB WITH VARIABLE CURB FACE \ \ I: 1 ' :I: -~ I PER C.N.B. STD-182-L. AS SHOWN ON SHEET NO. 7. TYPICAL !LC I I 1'1 I I SECTION 'C'. 1 ~ u 0 I 111 I 5' a:i REMOVE EX I ST\ NG STREET SECT I ON AND SUBGRADE AND REPLACE w I TH I 1 = ILdl "° : '1 I I : a.: ~ : z • 19' THICK A.C. BASE COURSE. di OC~: _..,. 0 "' @ COLD PLANE 5' MINIMUM WEDGE (2' BELOW EX. EDGE OF GUTTER AND I y ~-' ~ , ; :::; I EX. A.C. PAVEMENT) AS SHOWN ON SHEET NO. 7, TYPICAL SECTIONS I 'EF 'El""~: ~':;· 1 , J "A" ANO •c•. "=!b "="= ,. ' I~ :,/ C,:: G) CRACK SEAL EX I ST I NG CRACKS: '7 11J1i1 w r----. , :0 \V INSTALL REINFORCED PAVEMENT FABRIC OVER EXISTING PAVEMENT =,l! /"6' • '°I AND RECONSTRUCTED PAVEMENT SECTIONS AS SHOWN ON PLANS. ~ J (J) CONSTRUCT A.C. OVERLAY (NORTHBOUND, 2.5" MINIMUM THICKNESS AND SOUTHBOUND, 2' MINIMUM THICKNESS!. @ ADJUST EXISTING UTILITY (WATER VALVES, S.C.O., SURVEY MONUMENTS, AND SEWER AND STORM DRAIN MANHOLES) FRAMES AND COVERS TO FINISHED GRADE. @ INSTALL TRAFFIC STRIPING, PAVEMENT MARKINSS AND RAISED PAVEMENT MARKERS. OC= 00:ib L.:i-1 X UJ MIN. COLD PLANE ALONG E.G. BELOW E.G.@ (TYPICAL) @ REMOVE EXISTING P.C.C. SIDEWALK,AND REPLACE WTIH P.C.C. SIDEWALK PER C.N.B. STD-180-L, AS SHOWN ON SHEET NO. 7, TYPICAL SECTION 'C'. CONSTRUCT 4' THICK STAMPED CONCRETE, AS SHOWN ON PLAN. PROVIDE AND INSTALL TREE ROOT BARRIER PER APPLICABLE PORTION OF C.N.B. STD.-118-L-A (EXISTING TREES APPROXIHATELLY 12' IN DIAMETER. l 5. z· MIN. COLD PLANE ALONG E.G. (TYPICAL) BELOW E.G.@ <O " ~ <O .. .. N ~ ~ ~ N + N ~ ------ ...... . . . . . . REINFORCED PAVEMENT FABRIC "' N • rn ,_ ., ---- 0 "' • rn ,_ • ---- G) ---::-------------o; ---~ ---+ Ln • .• , ~ • • • l,,.,J • 1-. . . ~ . . ~ . ~--··.:. . ... .. -- • -------- REVISIONS SHEET 4 OF 7 1----oA_TE__J___BY--1 ____ o_E_sc_RI_PT_I□_N ____ _j_A_PP_'D--1.1--oE_s_iG_NE_o ----'™"'-h-DR~Aw_N __ F'--'-JT CI TV OIF illl[WPOIRJ BERICH 1---R_-_5_6_1 _1-_S_-11 CHECKED DATE PUBL I [ WORKS DEPARTMENT LO 5-20-9/ / ' I I \ -------- ,/-------------.... ,.,. :i:: -; --I 0 U> TI .....i - 77+25 t-----------68 ~0 ' 1,.<J ,,_ s (. '?--\,, '{,:- ~ t:ZJ 1:-:•:-:-:-:-:1 '\. LEGEND A.C. FINISH COURSE 0 0 . [VJ N ,c. " Ii'-.. ..J :x: u I- CE: l":::: RECONSTRUCT EXISTING STREET SECTION REINFORCED PAVEMENT FABRIC ------------ 77+75 78+25 78+75 79+25 79+75 80+25 80+75 81+25 81+75 82+25 82+75 83+25 83+75 84+25 (o I .13 _,.. ... -- 84+75 85+25 85+75 86+25 TO 87+25 en :so CONSTRUCTION NOTES (D REMOVE EXISTING P.C.C. CURB AND GUTTER AND REPLACE WITH TYPE "A" (8" C.F.I P.C.C. CURB AND GUTTER PER C.N.B. STD-182-L. AS SHOWN ON SHEET NO. 7, TYUPICAL SECTION 'C". (bl REMOVE EXISTING P.C.C. MEDIAN CURB AND GUTTER AND REPLACE WITH MODIFIED TYPE "B" P.C.C. CURB WITH VARIABLE CURB FACE PER C.N.B. STD-182-L, AS SHOWN ON SHEET NO. 7, TYPICAL SECTION 'C". (J) REMOVE EXISTING STREET SECTION AND SUBGRADE AND REPLACE WITH 19" THICK A.C. BASE COURSE. , @ COLD PLANE 5' MINIMUM WEDGE (2' BELOW EX. EDGE OF GUTTER AND EX. A.C. PAVEMENT) AS SHOWN ON SHEET NO. 7, TYPICAL SECTIONS 1A1 AND •c•. @ CRACK SEAL EX I ST I NG CRACKS. @ INSTALL REINFORCED PAVEMENT FABRIC OVER EXISTING PAVEMENT AND RECONSTRUCTED PAVEMENT SECTIONS AS SHOWN ON PLANS. (V CONSTRUCT A.C. OVERLAY <NORTHBOUND, 2.5" MINIMUM THICKNESS AND SOUTHBOUND, 2" MINIMUM THICKNESS). @ ADJUST EXISTING UTILITY !WATER VALVES, S.C.O., SURVEY MONUMENTS, AND SEWER AND STORM DRAIN MANHOLES) FRAMES AND COVERS TO FINISHED GRADE. @ INSTALL TRAFFIC STRIPING, PAVEMENT MARKINGS AND RAISED PAVEMENT MARKERS. @ REMOVE EX I ST I NG P. C. C. SIDEWALK AND REPLACE WTI H P. C . C. S I DEWALK PER C.N.B. STD-160-L, AS SHOWN ON SHEET NO. 7, TYPICAL SECTION "C". (jJ) REMOVE EXISTING P.C.C. MEDIAN CURB AND GUTTER AND REPLACE WITH MODIFIED TYPE "A" P.C.C. CURB AND GUTTER WITH VARIABLE CURB FACE AND 12-INCH GUTTER PER C.N.B. STD-182-L, AS SHOWN ON SHEET NO. 7, TYPICAL SECTION "A". Q9 CONSTRUCT 4" THICK STAMPED CONCRETE, AS SHOWN ON PLAN. REFERENCES, F.B. 521 PAGE 64, R-5065-S, R-5269-5, P-5044-S C-2798 DATE BY DESCR I PT I ON APPROVED tfj_~ )t~ PUBLIC WORKS DIRECTOR R.E. NO. 12806 DATE Y '2..P-'o/J JAMBOREE ROAD REHABILITATION FROM BACKBAY DRIVE TO FORD ROAD R-5611-S APP'D. DESIGNED GW DRAWN FT C 1111' CiF IIJIE111PORl BERCH ---~-~------------~--+C~HE=c=KE=□----,o=A=TE ___ ___, PUBLIC WORKS DEPARTMEMT f---------11 REVISIONS LO 5-20-9/ SHEET 5 OF 7 i I I ' 0 (fl "II ...... 84-+----+---------+--t-------+-----+----------------------------------------------------------------------11 86+25 86+75 87+25 87+75 88+25 88+75 89+25 89+75 1-----------------------1----+---+---+-r. 6%°-6, • ~7 -------------------81 --+-----+---+---+-----'6%0;,J>,,✓,-, // J-,_:;g_----l---+---+---+--+------ll-------------------------------------------------------------------------------------1 ·OOJ;'( /'/ < 0 1-----------------------1----+---+--__, __ <'"" </ / 7 < ------l---+---+---+--+------ll-------------------------------------------------------------------------------------1 >.... <.1 / 0 ,I z: ft----------------80 .>. .Y • 1.. <. ,/ <;:; ---+---+---+-'> 6'.6(0. /i @ 89 +----+---+---~------------------------------------------------------------------------------1 o-----------------------1----+-----1---'>a&-"o o 1'"--~c__J._--J.'-.l---1-------J"'-----l---+---+---+---+----!1-----------------------------------------------------------------------------------I 'O I', /1 I :'.:j ft----------------79 --+---+---J✓e....:>--""(/ / I ~"'ffi -----1--+--88 o------------------------t<----+-->.>·Sg --+---'''-'-'-/---t1---'--1---+---"~--t---+---+----+--+---I----------------------------------------------------------------------------------I />,;-"<g J-, /,. !::? i::'i ft----------------78 --+---+->o· 7.o -"( ~ -1-----1-----1 -----1--+87 --+---+---t---1---------------------------------------------------------------------------------ll ·>7 /'(' / I <P X 1-----------------------1---1--,>;--'Y / --1----a-___,w--t---+---+----+--+---l----------------------------------------------------------------------------------1 77----===+=,:-:1;;;:~1:-J;-,---·/ / I ---. - -----$:§1-==L=·:--(.~6':~:r..:J>);; ---/ -86 J---:...::=.:::.J-=-=.:.:.j._ :::..::....:=-:.J.-.:_:_::=.:_j..:....::.:..:::_:::..::__:::__::__:·:.:_:::-=-.::::_:_:_::·::_·_::· -==-==========================================-=-======-.c==.:.::=============-c.:=-=..::..::..:.=...-'-'.==. =.l----0-----------------------1--<' 'o < · / I IQ 6', -◊ "'<'-l---/-/----l--+--+----+--+--il-----------------------------------------------------------------------------------1 !-------------------76 --+---·-"& J;,/ ' -::' O? /,,/ ----185 --+----t---t---+-----+--------------------------------------------------------------------------------8 .?.,-</ , I I 6'_;, </ .I ,~ .$; 6'_;, •(f, +-~M---'l-----+--+----+--+--+----------------------------------------------------------------------------------1 (,;-• .?, <l' / / 7 '6'_;, ·J>?"';; 7,1 !-------------------75 -'.>J;,"6',,,_f, / 1 1 / '&_;,·So"'<' ;1 84-+---+-----+---+----t---+--------------------------------------------------------------------------------11 Q~ • -~~ / 0-----------------------""(j ) { 6'< ""(j'-.1-1,1µ...-+--~l----+--+---+---t---+----------------------------------------------------------------------,---------------,'I ft----------------7 4 / 1 '-Ex. FLow LINE /&:7_6:, .,., /; 83 PROF I LE SCALE / 6F 0o "'< +--. ✓1h,.:....+---i--+--+---l-------l---+--+-------------------'---------------------------------I HOR I Z. 1 "=40' &----------------73 I ·S7 I', ✓, 82 1{/-01 re , ""(j'-,1"'1c..c._--+ -+----+--+----+--+----+--+-----------------------------------------------------------------1 VERT. 1 "= 2' / 112 -77 f=L t---t--~~"-:::i==LJ'---+--t---t--+--f---+--t----f--------------------------------------------------------------------1.-.:..::::..:...;...;. __ _.:.. __ =..._--I ---------------72 --'·-112 lJ !{/-+---!----+----+--81-+-----+----+---+----+---+----+----+------------------------------------------EASTERLY MED I AN FLOW LI NE ~ w 1·.-.-.-.-.-.-1 1 .......... . LEGEND A.C. FINISH COURSE • w:;; > N ~ c=., ~ ~~ w I ~ ;<o @ ~(/) a~ m : ~I ir, t z~ u (6 Y8\ I I lYb = -..t;; "-"' 9 1 lYb , -rn 00 Xe I -=,. (;9 ~ +. ct:~ t--. w ~ I I -I '""" ...., °'-NI-~ + Z::i: R 'Bc&a C:0..--VJ~ ~o.:: J 1 -~c,-~iSz ~v, --I 00 1 -:::. .,,,_u ----·~ ::o ----------"') 00 i "----/ \iJ: a:?: ----• "" rr, '.:ti~ ...--~~ °o~ ----------~-------__ ~ ~ 10 I U1J ..,-il.!~ __,;--&GU11ER ···~·····:~······:x·····:N· __ .,, "' , / oc co"t,:.,,,:.o --v r:i,..c.Cl.lRS • •••~••••• ••••• • •••~ .............................. ~....... ----✓ I □ ' v--;-I -::::---=:::-E" ,--,.__ .. • .. • • • .. ~ • • • ~~ .. ·.... ':..I I Q-· -• --o::, .. • • • .. • •• • .. • • • • ••• • • • • • • • • • • .. • • • • • • • ~ .. .. • • .. • ·~ °' - -_,,,.,,, n. n \ \ ' --------· ~ ~ \Y ----• I'~· -'"·c· a .. .. • • • • .. • • .. • • • • • • • .. • • .. .. • .. • • • .. • • • .. • • • .. • • • • • • • • • .. • • • • • .. • • .. • .. ~.. • .. • • -/ ""'=!I If' -w~ .. •"' \J l • .. "' 518' G • • .. .. .. • .. • • • • • ,,,,. i:O O _ _. .. ~• u' .... ~~ ................ EX B-,...... ,.,.,. .. ,.,. ••••••• ••••• .... • ..... ••EXT ...... • ............... N.. ... ..... ,,,. _t. ---•. • • ...i u<;_.,-,;~.. • .. .. .. •.... . .. • , .-.---.-.. • • .. •:~ -.--.-. • .. .. • .. •.. • ... • . LINE .... • • • • • •... .. • • • • rx• • • ~• -1 --• ;~· r::,._ .. • .. .. • • ...... ~ --~ . ~ It -.. • • • • • .. .. • .. • • 'll .... --··;~·· • C. -••• •••• -~ •• '7> •• ..__..... • ••••••••••••••••••• _... ~~ ·'""'· ··~:~~ ••• "~··· •• ••• •• ••••• •• I ™ .~ ..... ~ ....... •·;y .-.. • • .. • • ),,_',f .... ""-'\....-......... '\....._.... -----: -• ~-.. •.•. ,~.. .... .. • -"..!,~ .. .--. ~ • • • • • • • .. • ... -~· • 3' ,.,,,..,,,,,. ~~ .... • ... • 5 .. • ,,,!!-• • ..... ..._~-.. • ...... -,"-• .. • ••• ......_, -~ -• • -;--;-; .. ••,._'\..EX 10• V C.P • • • • • • · --• • • .. • • • • • -. ------.... ~--:.:::.:....• • ~• • • ...... • • • • • • :..-,, --__.,,,,., ... 11.1n/c..L.-• • .. • •~ _ ;;-., • • ...----1~ .. •.. ~ ~% •~• •11."--• • •... .. ...... • :~~---=-...... ·c,--, .. i:11fl-..\~''; • • .... • .. .. ~ • • .. • • .... • '-~% ~-• • ...... • • • -N, ,. .. • • ......... ~ .. •.... • • .. • .. • •• •.--.-_··,:EX• .. • .. •~-·• .. •.. _.. .. .. • •.... • .... s ~ .=.:::.=.. .. • .. • • .. -~ i...-:"-· 'ij:E.1 • • • ·~ • • . • • J-•• • • • 14 • • • • • • • • • • "· • ·• • • • •'"'-,. • • • • • • • • • • • • : c;:,, _10' C I p • • • ·•~ • • • • • • • • • • • ~--h-1 • s -----~..J-rn· ......... ... .. .. -_--r; ............... ~........ .. ......... ····4·5·• ~...... • .. • .. • : .. :•~ ............ :~• ..................... @·~~ ................................. ~""..• .... ·~ --------r·------- 1 ~ • • -• • • • :r~ • • . • • . • . R• • • • -"' • • • • • • • • • • • • • • • • • • • "' • • • -~\ '".. .. • • • • • •• .. .. • • • .. • __ .:....--• • ~ • .. • • • • .. • .. • • • • ...... -~.. ... • .. • .. ::E:" : --~~ •• :. • •> ,,•:•~•~'--.•" •• •:,, : • .-•••• __ EX p-cr-ciJRBMEDIAN ¾•,, '',n •.:. •,•.••:~:' • •~• EX.STAMPEDCONCRETE' •• ",•:•;• •.•.'.'.' •• ••••--W.'j;!l:!! • .,.c:-: ,.., ... -. .... .... ... ... --. • • ••••• ..... ~... .... • • ...... • ....................... ~ • .. .......... -.~ < < 1 : :;;-'\ •:! ,. ... ~... ..• ........... • ----_,,.,,,.-•~~ .. •••,•~•• .. •• .. ••5•~•lfl•• .................. ! .............................. ~, ... ,... N •• ... 0.:.ii! I. ~ ;;, -~0)~)~·· -~ ~--·· ·J_··· ....... ····" · ·~"-"-:~·· .. ••• ..... .-... ·•Ei .... 20:·w····· ........................ ::N·•..... .... + .......... -~ 5 .• -----........ ... .... .. ...... ••• .... :~ .... -•• -....... •• ............................... -···;s•-.. .. ~ ---.. •·~• .... • .. • • • .. •:!i' .... • .. , 0-:' f4) .. • .. • • • • • • •••:¾:•: • • • • • • _ • • • • • • .. .. .. .. .. .. ' .. • .. .. • "' .. • .. .. ' X C ---.__,___ : -\ol'e:~~ _ _ ___ _. .. • .. , •• • .. • .... • • ........ -~.~ •• ,•-~,-• • • ............... ·14 .... • .... • • ... • • • .. • • • • • .. ~ .. • • .. • -.~ .. • ....... • • .. • .... • • ....... • -~-... • • • • .. w -.J .-. • ···®·r;····.:··~----_---_,.~.~::. .. -.. -. - - -• • • .. .. .. .. • .. .. • • ,I • .. • .. • .. .. .. .. .. .. .. • • • .. 0 '--.. _., -----~·,1 ................ ~-(1j4· ..... .• ... ........ .. ... .... ............. ....... .......... • .... :~..... • ............. {' ....... w /0, -------------/' ..... ■ •• I -~,........ •• • •••• ........ ,'!¥: .... , .. _~••• .... :~••:••••~~•••• .. • ....... : ..... ••• •• .. ,.~ .. •• ..... I'\.~••••• ... ,. 2 \OI __. .. .. .. • .... • • ,. .. • •••• ~ .... ,,. .... ,. -~ .... I • \ ---. . . . . . . -~ . . . . . ~ . . . . . . . . . . . . . . . . . . . . . . . . . . . .... ·x . . . . . . . . . . . . . . . ... ---· . . . . .. .. • 5 . . .. . .. . . .. .. . . • .... ~~ • .. • .. .. ~,.. • • .. .. -~·. • .. .. 0 ' / . -· . . . . . . . .. .. .. .. .. .. ...... : . .. . . .. ......... --~-. . . . . .. . .. . . . . .. . .. .. .. . . . .. .. .. . .. .. . . . . . . . . .. .. .. .. . .. .. . .. . . . . . .. .. .... ~-......... ·x·. . . .. .. in • • • . . . .. • • ....... ~ D i ~, .. . . . .. . . .. . . .. .. .. .. .. . . . .. . . .. .. . .. .. . . . . . .. . . . . . .. . . .. . . . .. . . . . . . .. . . . . . . . .. .. . . . . . . .. .. . ;~ .. .. . . .. . . I . .. .. .. .. .. . . . .. .. .. .. . .. . . .. .. . . .. .. .. . . .. .. . . . . . . . . . . . . . .. .. . . .. .. .. ·~ .......... . .. . . . '¾ .. . . . .. . l . . . .. . .. . . .... . . . ' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ·,, . . . . . . . . .. .. . .. . . . . . . .. . ..... ~ :-J~-~::: .. .-.. ·............ .. ... ·: .. ··::. ·:. ............ .. --------------------------~ .I ~EX p __ ...; ... ': ........... _ ,::.-_:: •• ~ ...... _. .. :·:::. I I ·.-11,·'-'-•··.•·-"""s, .••. ··•·;.. •• ----!;?11~ .:._.c.c. CURB&GUTTE" •••••• :::. •• "' I@' •• ,.•"-' .... ~C,\.• ... ,. .... ... °' 10 ----..;;n • I .. •1~ •.. • .... f:,._ -DM''' .. • .. ,,_____ --• °' --------. -- • .. I • .. -•--r()R~ .. • .. --~ "° + - ---' -;~----·:~·-··· ----"' l7J i ~ --.. __ , " 1 " ·i~ \ \t 1\\t , i ~ -· l:: '1 ...tr.-~ \ ~ •-0::: ! D-:1 11 l O'\ -!,tP.ul Z5i~ ;:E I 1 u 1 11 I:°'-"£~'.d_ ~0 5 ~ ~ -v, I >1 ~• ~~ 9.'ffi~ ,, +, I : ro.:: t.l'>.16 I _ 1 1 + <.!91 I GJJI! I~ I I REFERENCES, F. B. 521 PA,jE 64. R-5065-S. R-5269-S. P-5044-S CONSTRUCTION NOTES (y REMOVE EXISTING P.C.C. MEDIAN CURB AND GUTTER AND REPLACE WITH MODIFIED TYPE •a• P.C.C. CURB WITH VARIABLE CURB FACE PER CNB STD.-182-L, AS SHOWN ON SHEET NO. 7, TYPICAL SECTION "C'. @ REMOVE EXISTING STREET SECTION AND SUBGRADE AND REPLACE WITH 19• THICK A.C. BASE COURSE. (i) CRACK SEAL EXISTING CRACKS. @ INSTALL REINFORCED PAVEMENT FABRIC OVER EXISTING PAVEMENT AND RECONSTRUCTED PAVEMENT SECTIONS AS SHOWN ON PLANS. CZ) CONSTRUCT A.C. OVERLAY !NORTHBOUND, 2.5" MINIMUM THICKNESS AND SOUTHBOUND, 2' MINIMUM THICKNESS!. @ ADJUST EXISTING UTILITY !WATER VALVES, S.C.O., SURVEY MONUMENTS, AND SEWER AND STORM DRAIN MANHOLES) FRAMES AND COVERS TO FINISHED GRADE. (2) INSTALL TRAFFIC STRIPING, PAVEMENT MARKINGS AND RAISED PAVEMENT MARKERS . @ REMOVE EXISTING P.C.C. SIDEWALK AND REPLACE WTIH P.C.C. SIDEWALK PER C.N.B. STD-180-L, AS SHOWN ON SHEET NO. 7, TYPICAL SECTION •c•. @ CONSTRUCT 4• THICK STAMPED CONCRETE, AS SHOr/N ON PLAN. @) SAWCUT 1-1/2• DEEP, CHIP TO EXPOSE A MINIMUM OF 5' OF REINFORCEMENT AND REMOVE TOP PORTION OF EXISTING CATCH BASIN GRATE INLET. RECONSTRUCT THE TOP PORTION OF CATCH BASIN GRATE INLET PER APPLICABLE PORTION OF E.M.A. STD. PLAN 304 !SEE SPECIAL PROVISIONS! AND RESET EXISTING 18' X 36• FRAME AND GRATE TO NEW GRADE. C-2798 APPROVED /} /J RECONSTRUCT EXISTING STREET SECTION 1-------1----+~-------l-----ll ( j .. t2. )~ PUBLIC WORKS DIRECTOR R.E. NO. IZ80G JAMBOREE ROAD REHABILITATION FROM BACKBAY DRIVE TO FORD ROAD REINFORCED PAVEMENT FABRIC DATE S ?,t?,:,91 _ 11--DA_TE_· L._BY_L__ ___ D_Es_rn_.lP_T_IO_N ____ __LA_P_P'_D.JI.. D=E=Sl~GN~E□_..::GW::..+.,-OR=A~WN----'F-IT CI l)' OF NEiwlPOl~l BERC~ 1--R_-_5_6_1_1_-_s_-"' CHECKED DATE PUBLIC WORKS DEPARTMENT LD 5-20-9 I REVISIONS SHEET 6 OF 7 I I I i /' ,-I -(J) - - :z: -; Ii'\ 0 ,, -...& \ :,l) 0 • ! ;:o I ~ --I c.,, LEGEND A.C. FINISHED COURSE VARIABLE MEDIAN 12' . "' EX. PCC MEDIAN C&G A.C. OVERLAY OVER REINFORCED PAVEMENT FABRIC 48' & VARIABLE WHERE NEW GUTTER OCCURS, GUTTER CROSS SLOPE TO CONFORM TO STREET CROSS SLOPE 1/2' LIP VARIES 0'-4" 7 8 9 -r,-A.C. FINISHED - COURSE SLOPE TO DRAIN 1.5% -3% 3/8' LIP 5' MINIMUM © r-- 1 ~EX. PCC SIDEWALK :~r: EX. 5' A.C. TO 9' A.C. . OVER O' A.8. TO 12' A.B. N nun A. C. LEVELi NG COURSE@ i--------------15 1---------... VARIABLE u u A.C. FINISHED COURSE, 2-1/2' NORTHBOUND LANES, 2' SOUTHBOUND LANES u u u A.C. LEVELING COURSE, NORTHBOUND LANES !STA. ,38+00 TO STA. ±38+40, STA. +42+55 TO STA. +43+10, AND STA. +82+00 TO STA. ±88+25) -- SOUTHBOUND LANES (STA. +86+00 TO STA. +87+25) TYPICAL SECTION "RH N.T.S. EX. PCC C&G SEE DETAIL "A" THIS SHEET / --.. I ... ". \ .•.••. "" ,._. •. " EX. P.C.C. MEDIAN CURB 8' MIN. ::c: "' 2 8' 48' & VARIABLE ,___..., 4 I------< 7 8 9 CONSTRUCTION NOTES (D ~Ef;10VE.EXISTING P.C.C. CURB AND GUffiR AND REPLACE WITH TYPE A (8 C.F. l P.C.C. CURB AND GUTTER PER C.N.B. STD-182-L, AS SHOWN ON SHEET NO. 7, TYPICAL SECTION •c•. (I} REMOVE EXISTING P.C.C. MEDIAN CURB AND GUTTER AND REPLACE WITH MODIFIED TYPE 'B' P.C.C. CURB WITH VARIABLE CURB FACE -~~~Tf□~-~C'~TD-182-L, AS SHOWN ON SHEET NO. 7, TYPICAL G) COLD PLANE 5' MINIMUM WEDGE {2' BELOW EX. EDGE OF GUTTER AND EX. A.C. PAVEMENT) AS SHOWN ON SHEET NO. 7, TYPICAL SECTIONS 'A' AND •c•. • @ CRACK SEAL EXISTING CRACKS. @ INSTALL REINFORCED PAVEMENT FABRIC OVER EXISTING PAVEMENT . AND RECONSTRUCTED PAVEMENT SECTIONS AS SHOWN ON PLANS. {J) CONSTRUCT A.C. OVERLAY (NORTHBOUND, 2.5' MINIMUM THICKNESS AND SOUTHBOUND, 2' MINIMUM THICKNESS). @ ADJUST EXISTING UTILITY {WATER VALVES, S.C.O., SURVEY MONUMENTS, AND SEWER AND STORM DRAIN MANHOLES) FRAMES AND COVERS TO FINISHED GRADE. (v INSTALL TRAFFIC STRIPING, PAVEMENT MARKINGS AND RAISED PAVEMENT MARKERS. @ REMOVE EXISTING P.C.C. SIDEWALK AND REPLACE WTIH P.C.C. SIDEWALK PER C.N.B. SID-180-L, AS SHOIIN ON SHEET NO. 7, TYPICAL SECTION 'C'. @ REMOVE EXISTING P.C.C. MEDIAN CURB AND GUTTER AND REPLACE WITH MODIFIED TYPE 'A' P.C.C. CURB AND GUTTER WITH VARIABLE CURB FACE AND 12-INCH GUTTER PER C.N.B. STD-182-L, AS SHOIIN ON SHEET NO. 7, TYPICAL SECTION 'A'. @ CONSTRUCT ASPHALT CONCRETE LEVELING COURSE, AS NEEDED. @ CONSTRUCT 4' THICK STAMPED CONCRETE, AS SHOWN ON PLAN. @ PROVIDE AND INSTALL TREE ROOT BARRIER PER APPLICABLE PORTION OF CNB. STD.-118-L (EXISTING TREES APPROXIMATELY 12' IN DIAMETER). 10' & VARIABLE AS NEEDED --__ u_CONSTRUCT_ONLY ALONG DOWNWARD SLOPES ,!l A.C. FINISHED COURSE . .., ~L........--~._L----~-_L SLOPE TO DRAIN U!! A. C. LEVELING COURSE @ \_ A. C. PATCHBACK 1.5%-3% ~ 0-1/2' LIP · P'""·•.•"'''';..· -'--'··cc.·"'--'"c...·•·.,: ---'-""-'·','-';;.''°''\; ;,,". . N .f;J.___. ---<1 jw ", .. i". .1 4' --<.~s~~ A. B. ". EX. 5' A.C. TO 9' A.C. OVER o• A.B. TO 12' A.B. . "' u u A.C. FINISHED COURSE, 2-1/2' NORTHBOUND LANES, 2' SOUTHBOUND LANES u u u A.C. LEVELING COURSE, NORTHBOUND LANES (STA. !38+00 TO STA. ±38+40, STA. +42+55 TO STA. +43+10, AND STA. +82+00 TO STA. ±88+25) -- SOUTHBOUND LANES !STA. +86+00 TO STA. +87+25) TYP I CAL SECT I ON " C " N.T.S. REFERENCES, F.8. 521 PAGE 64. R-5065-S, R-5269-s:' P-5044-S "- C-2798 1---+----+---------------+---tAPP& ti?. JU, PUBLIC WORKS DIRECTOR R.E. NO. /$BOG DATE £-2.e'-0 JAMBOREE ROAD REHABILITATION FROM BACKBAY DRIVE TO FORD ROAD DESCRIPTION APP'O. DESIGNED c/11 DRAWN FT CI l'tt' OlF INIIE~PfJRl BIEACH 1----'---'------------~---t-..c=HE=cK=E~D-~tO~AT=E----t PUBLIC WORKS DEPARTMENT 1---------1 REVISIONS LO §.20•91 SHEET 7 OF 7 DATE • BY R-5611-S ' I '' ' ' I (/> :x:: -I ·-...( 0 'Tl ...J :0 0 ::0 I u, 6"' --I u-,