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HomeMy WebLinkAboutR_5752_S;J 5~ ii2 ADA!lS AV£. <I: w CD z CITY OF ~ IQ COSTA ~~ t MESA ~; J: VICTORIA LL ~ 19111 < "' ! VICINITY MAP SCALE: 1" = 4400' ST. ~ ci "' BAf<ER ORAN OOAST COUEGE l's i ~ :c s "' "1! ... ST. PROJECT LOCATION L-_.- !-I ® \-' &-CITY ~!; OF IRVINE UNJI/ERS \ ,'?ORT ti BAY U.c.L ZCI ~ ~ \ ~:?!I', RD- LEGEND ABBREVIATIONS -0-POWER POL£ 0 SMH SANITARY SEl'lffi MANHOLE A FIRE HYDRANT ~ ~-WAlER METER BOX & SERVICE □GM GAS l.1ETER ----0-Vl>J...VE POWER POL£ ANCHOR /:2, MONUMENT -x-x-x-FENCE ==== BLOCKl'/AU. 0 ffiEE Q CJ SHRUBBERY _ _ _ _ EXISTING CON5mUCTION PROPERTY LINE ----NEW CONSffiUCTION ---t---CENlERLINE ---S-- - SEl','ER LINE ---W---WAlER LINE ----G-- - GAS LINE ---£---POWER LINE ABAND AC ARV CATV co DWY GB MON NTS S.V SOUlHERN CALIFORNIA GAS COMPANY SOUlHERN CALIFORNIA EDISON COMPANY PAaFlC TELEPHONE COMPANY CALL TOLL rREE 1-800-422-4133 BErORE YOU DIG aTY OF NEV.PORT BEACH (UTILITIES DEPT.) COUNTY SANITATION DISlRICTS COMCAST CABLEVISION UNDERGROUND SERVICE ALERT ABANDONED - ASPHl>J...T CONCRE'IE AIR RELIEF Vl>J...VE CABLE TV CLEANOUT (SEl','ER) DRIVE\'/AY GRADE BREAK MONUMENT NOT m SCALE SIDEl'/ALK DAY 1(800)-624-8153 1(800)-611-1911 611 644-3011 962-2411 542-6222 1(800)-422-4133 A ~ ~ ru NIGHT 1(800)-624-8153 1(800)-611-1911 611 644-3717 644-6222 1(800)-422-4133 GENERAL NOTES £WPo • •• -~ -s. [-.., "--(i >--< U : ':" ..,.., .c;-_ :~ 1. All WORK SHALL CONFORM TO STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, 1997 EDlllON, THE CITYS STANDARD SPECIAL PROVISIONS AND STANDARD DRAWINGS FOR PUBLIC WORKS CONSTRUCTION, 1994 EDlllON, INCLUDING SUPPLEMENTS, AND THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD PLANS & SPEaFICA TIONS, DA TED JULY 1992. 2. ALL EXISTING IMPROVEMENTS INCLUDING CURB AND GUffiRS, SIDEWALKS, & ASPHALT CONCRETE, WHICH ARE BEING JOINED OR MATCHED IN CONNECTION WITH THIS PROJECT, SHALL BE JOINED OR MATCHED IN A MANNER SATISFACTORY TO THE aTY ENGINEER INCLUDING NECESSARY SAWCUTTING, REMOVAL, REPLACEMENT AND CAPPING. 3. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND SHALL NOTIFY THE CITY ENGINEER (949) 644-3322, 48 HOURS PRIOR TO STARTING EACH PHASE OF CONSTRUCTION AND PRIOR TO REQUIRING INSPECTION. PUBLIC WORKS DEPARTMENT 4. TRAmc CONTROL AND SAFETY DEVICES SHALL BE PLACED AND MAINTAINED PER THE WORK AREA TRAmc CONTROL HANDBOOK AND TO THE SATISFACTION OF THE CITY JAMBOREE ROAD RECONSTRUCT~ON 5. 6. 7. ENGINEER. BASED UPON INFORMATION PROVIDED BY UTILITY OWNERS, LOCATIONS OF THE UTILITY LINES ARE SHOWN ON THE PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THEIR LOCATION AND PROTECTION. ANY DAMAGE TO SUCH FAaLITIES CAUSED BY HIS WORK SHALL BE REPAIRED BY THE CONTRACTOR AT HIS OWN EXPENSE. TRAmc STRIPING, PAVEMENT LEGENDS, RAISED PAVEMENT MARKERS AND LOOP DETECTORS SHALL BE PER CALTRANS TRAmC MANUAL, MAINTENANCE MANUAL. STANDARD PLANS AND STANDARD SPECIFICATIONS 84, B5 AND 86, DATED JULY 1995. PAINTING PROCEDURES FOR STRIPING AND MARKINGS SHALL BE FROM PACIFIC COAST HIGHWAY TO SAN JOAQUIN HILLS ROAD PER STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (APWA/AGC) REFLECTORIZE All STRIPING AND PAVEMENT LEGENDS AND MATCH CITY STENCIL SIZES AND SHAPES, TRAmc STRIPING AND PAVEMENT LEGENDS ,!J-r,, SN/ Cl.EMEi/TE OR ~ CENlER SANTA ROSA DR FASHION ISLAND LOCATION MAP NOT TO SCALE SHALL BE APPLIED IN TWO COATS -THE SECOND COAT SHALL BE APPLIED CONTRACT No. 2940 AHRP STPLMA-5151-01O 8. 9. SEVEN DAYS AFTER THE FIRST COAT. TYPE DB 2-WAY BLUE REFLECTIVE MARKERS SHALL BE INSTALLED ADJACENT TO EXISTING FIRE HYDRANTS WITHIN THE LIMITS OF THIS PROJECT PER STA TE AND CITY STANDARDS. All CONFLICTING STRIPING, MARKINGS AND RAISED PAVEMENT MARKERS SHALL APPROVED: APPROVED: oFESSt l\EB o. 3712 6 11/1\. OF' CA\.\~ BE REMOVED BY WET SANDBLASTING OR APPROVED EQUIVALENT. 10. ALL LOOPS SHALL BE REPLACED IN KIND IN THE DIRECTION OF TRAVEL AND CENTERED IN THE LANE EXCEPT AS SHOWN. EXTEND LIMIT LINE LOOPS 2-FEET PAST CROSS WALK OR LIMIT LINE. 11. CONTRACTOR SHALL OBTAIN EXISTING SIGNAL PLANS FROM THE CITY FOR LOOP INSTALLATION. 12. PRIOR TO RESURFACING OF EXISTING PAVEMENTS THE CONTRACTOR SHALL COMPLETELY REMOVE THERMOPLASTIC STRIPES AND RAISED MARKERS. 13. WHERE NECESARY TO REMOVE EXISTING CURB AND GUffiRS, EXISTING CURB DRAINS CiJ_ wU-DAlE: 4-l,Z.. 9, SHOULD BE RECONSTRUCTED AND KEPT OPEN AT All TIME DURING CONSTRUCTION. DIRECTOR OF PUBLIC WORKS R.C.E. 16791 CONSTRUCTION NOTES CITY ENGINEE~ ~.q/E. 24967 DATE: 4-/iz.( 99 0 VARIABLE THICKNESS AREA COLD PLANE -SEE TYPICAL SECTIONS ON SHT. 2 FOR DEPTH. 0 CONSTRUCT 1 1/2" (MIN.) ARHM OVERLAY. 0 PROTECT IN PLACE 0 INSTALL 6'x6' TYPE "A" LOOP DETECTORS AS DIRECTED BY THE ENGINEER. 0 ADJUST MANHOLE TO GRADE. INDEX TO PROJECT DRAWINGS © ADJUST WATER VALVE TO GRADE. SHI No. 1 2 3 4 5 6 7 8 9 BASIS OF BEARINGS: THE CENTERLINE OF JAMBOREE ROAD AS SHOWN ON TRACT No. 15011, IN THE CITY OF NEWPORT BEACH, COUNTY OF ORANGE, STATE OF CALIFORNIA RECORDED IN BOOK 735, PAGES 1-4, INCLUSIVE OF MISCELLANEOUS MAPS, IN THE omcE OF THE COUNTY RECORDER OF SAID ORANGE COUNTY, BEING NORTH 43'50' 33" EAST. DESCRIPTION 0 PROTECT EXISTING SURVEY MONUMENTS IN PLACE. TITLE SHEET © INSTALL TYPE "C" LOOP DETECTORS AS DIRECTED BY THE ENGINEER. TYPICAL SECTIONS & DETAILS 0 CRACK SEAL 1 / 4" OR LARGER PER DETAIL "A" ON SHT. 2 STREET PLAN STREET PLAN STREET PLAN STREET PLAN STREET PLAN STREET PLAN STREET PLAN BENCHMARK: \ G\' ', ~~. ~) \~/) \,., 0\\~JI G , r...:, .J "j ORANGE COUNTY SURVEYORS VERTICAL CONTROL BOOK: @ -----\ "PROMONTORY 2": . ADJUST GAS VALVE TO GRADE. U.S.C&G.S. MONUMENT 10" IN DIAMETER. WEST OF NORTHEAST CORNER AND 129 FEET NORTHWEST OF SOUTHWEST CORNER OF THE SHELL GAS STATION LOCATED AT THE INTERSECTION OF PACIFIC COAST HIGHWAY AND JAMBOREE ROAD. CENTERLINE OF THE HIGHWAY AND 320 FEET NORTHWEST OF THE CENTERLINE OF JAMBOREE ROAD. ELEV.: 75.672 MSL ELEV. 1985 ADJ. APPROVED ~ V! - SENIOR CIW. ENGINEER R.C.E. Na.n,i& DATE ~/,~, "'"""' /Z-5752-5 SHEET 1 Of 9 cl ' ., I ! '' ij [ i ! i ' ' i I I , ~ ,. m ~ . 0 ' -" ~ > < TI z _m \) C ~ D TI z " ~ ,; z I D r D TI O m D § ~ □ ~ m D TI D ~ ;t::j z 5 ~ z □ m TI □ ' -" ~ > < TI Z _m 0 ,, C ~ D D z " ~ ,; ,. I D r D TI 0 m D ~ D □ ~ m D ; ~ z 5 ~ z □ ~ . □ ' -i al TI Z m \) C ~ D D z " / ;j\ :,: -! '\ ) n 1l r ~ z C s;: [D m JJ 0 JJ ~ z GJ z C s;: [D m JJ ~ ' \!\ ~ "\ ~ 1 0 JJ ~ z GJ z C s;: [D m JJ 0 JJ ~ z GJ ' 58' 61' 2' 50', 58', & VARIES /..--"-u-'', 6', 16', & VARIES / , 61', 53' & VARIES 2' --000--000-- e---1---, \JARl'c.5 IJ 1' VAR/ts ~ 'J J' ~ t1 L-~ ---1 ,___ ,.-L..l ----I I -----I i-----------' r , ----------------_},q ~ l__ ----------------,1 I :1--------I 1 ----------I I ::0 I --------I U') .,; c-----"---EXISTING AC & BASE __ ,,-----.J .,; 2' 2· -------- 58' TYPICAL SECTION STA 12+66.50 TO 21 +30 SCALE: HOR 1"=20' VER 1"=2' ct. 61' 50', 58', & VARIES -"' 6' 16' & VARIES /_ -• ;1', ~3' & VARIES TYPICAL SECTION 55' STA 21+30 TO 32+50 SCALE: HOR 1 • = 20' VER 1 • = 2' 54' GB 40, 40, GB 14' & •i-----;_;;__----1----,------i 19' & VARIES 33' & VARIES 31' & VARIES VARIES ,--000-- • "' TYPICAL SECTION 1 1/2" ARHM OVERLAY 2' 1 1/2" ARHM OVERLAY 2' 54' 59' ~ ~ 14' 40' 40' ' 19' 2' VARIES 33' & VARIES 31' & VARIES VARIES 2' j -1 ~ p~~ES-__ :f--1 _____ ;;.®®--r r j:"----------------1J rr--------=-~'C:s< I I ----;;,___-...~ ' I I• :: I -- a I ------------------.J ;.r, to') l_ -....... ', r--~ ~----------... -.... ~ i --------~-----~-i±==:: \. ...... I "---EXISTING AC & BASE'--_y ----: • ...... .J Ii) 2.00' GB TYPICAL SECTION STA 34+00.00 TO STA 40+00.000 SCALE: HOR 1"=20' VER 1"=2' 63.00' 56.00' 40.00' 40.00' 23' & VARIES 24' & VARIES 41' & VARIES GB - 16' & VARIES i--,000----000--=-------i 2.00' VA.RIES u VARIE~ - VARl'c.S __ .--..±--± --------------------------1 Li "~--------------l . l --v------------- r ·-/ ---_____ J,,, ,,, --- , ,--... --, .,.... -- ( -7-1 ... ---- • I ,,.,..,..,.,,. j ~ L/' "'--EXISTING AC & BASE - ~ ~~ff-~ J~ '~ -.:2? 2001 East First street Santa Ano, CA 92705 TEI; (714)568-7300 FAX: (714)836-5906 TYPICAL SECTION PREPARED UNDER THE SUPERVISION OF R.C.E. NO. 37127 (EXP. 06/30/00) ORA\\N BY CHECKED BY DESIGNED BY NOTES: 1. AIR BLOW DEBRIS AND MOISTURE: FROM ALL 1/4" mDE: CRACKS I;1TH HOT AIRLAN~ 2. FILL l'IITH HOT CRACK SEAL COMPOUND PE:R SPE:CIF1CA TTON 3. SEALANT SHALL BE: FLUSH I;1TH E:)(IST. PAVEMENT SURFACE: CRACK SEALING DETAIL O A 0 0 0 0 0 © © 0 0 0 @ N. T.S. CONSTRUCTION NOTES VARIABLE THICKNESS AREA COLO PLANE -SEE TYPICAL SECTIONS ON SHT. 2 FOR DEPTH. CONSTRUCT 1 1 /2" (MIN.) ARHM OVERLAY. PROTECT IN PLACE INSTALL 6'x6' TYPE "A" LOOP DETECTORS AS DIRECTED BY THE ENGINEER. ADJUST MANHOLE TO GRADE. ADJUST WATER VALVE TO GRADE. PROTECT EXISTING SURVEY MONUMENTS IN PLACE. INSTALL TYPE •c• LOOP DETECTORS AS DIRECTED BY THE ENGINEER. CRACK SEAL 1/4" OR LARGER PER DETAIL "A" ON SHT. 2 ADJUST GAS VALVE TO GRADE. TI rn 0 TI □ ~ 0 ' z C < rn rn TI 0 ' -w p TI TI rn 0 TI ~ TI rn ' z C < ~ TI 0 ' ' " ' p TI I . ~ TI rn 0 -~ TI 0 rn TI rn ' z ~ ~ z I 0 r 0 n 0 TI ~ 0 TI "l o z . ~ z .m n ~ C ~ TI z " V' -.... ~ }> C, 11 ,..£) ~ ~ z I 0 r 0 n 0 TI ~ 0 TI "l o z . ~ < z m n ~ C ~ 0 TI z " ~ ~ z I 0 r 0 n 0 TI ~ 0 ~ o i I "'-c ~ m m JJ 0 JJ ~ .__ z G) z C ~ m m JJ ~ \ )~ l_,.I .~ 0 JJ ~ z G) z C ~ m m ::0 0 JJ ~ z G) PROFILE SCALE HORIZ: 1"=40' VERT: 1" = 4' --. - -- . . r-, /---LEFT MEDIAN TC EXIST AC AT MEDIAN = / PROPOSED AC ELEVATION-../ I/ -- --,_ \ \ -- - . ~ ---- ,.. ,, l-----l~-----------1-------------l:..._---------l----------l-----'~T-4-:-....,~~;~~4-,-,,--RIGlffF-MEEr,i,e· .. tN--.:rG-:+-t-~-'-~_,,_:2'--,-·-----+-----------l/'--+-~-~---',._~;:-'_:------+----------t---------+*"---------t----------t--------t ~~ ~~~/ -\ ~~ ~" ~ 10 1 1 \ \ \ \ \ --I 11+00 ' -' - _,,, .,,. _,,,,.... .,,. .,,. _,,,,.... \ \ \ \ \ \ \ \ ,IQ- :30" ~. \ '1 MH .,,,,,- H MH 0 00 MH \.. 1- z 13 0 ::; ti ~ 0::, < "1 ~ Q. CD 1-<0 (/) (/} (/) +Zw-_oz?:<j -U<C...., <( C, ...J ~ 1-wmo (/)(D(/}J \. ' 0 MH / - I/ EXIST AC AT MEDIAN = PROPOSED AC ELEVATION'-../ 12 13 / -:z:n"W (3) I'---. ,..__ E 1o"W A ., SDMN -;n, Ii,,,....,~~ .. 1z&·-~~:1-~;.u. 14 2001 E:ost Rrst Street Santa Ana, ~ 92705 Tfu (7l4)568-7J00 FAX: (7l4)BJ6-5906 - - 15 16 PREPARED UNDER THE SUPERVISION OF R.C.E. NO. 37127 (EXP. 06/30/00) DRAWN BY CHFCKEO BY DESIGNED BY --............. 17 18 19 0 © 0 0 © © 0 © .. I r I i 20 CONSTRUC]ON NOTES VARIABLE THICKNESS AREA COLD PLANE -SEE TYPICAL SECTIONS ON SHT. 2 FOR DEPTH. CONSTRUCT 1 1/2" (MIN.) ARHM OVERLAY. PROTECT IN PLACE INSTALL 6'"6' TYPE "A" LOOP DETECTORS AS DIRECTED BY THE ENGINEER. ADJUST MANHOLE TO GRADE. ADJUST WATER VALVE TO GRADE. PROTECT EXISTING SURVEY MONUMENlS IN PLACE. INSTALL TYPE •c• LOOP DETECTORS AS DIRECTED BY lHE ENGINEER. CRACK SEAL 1/4" OR LARGER PER DETAIL "A" ON SHT. 2 ADJUST GAS VALVE TO GRADE. GRAPHIC SCALE 0 "' .. .. "" I I I I I I I I I I I (WFEET) 1 inch • 40 IL ._,\).oFESSt~ APPROVED JA~ .. ~BOREE ROAD ~~~~\EB~,.;~ ~~JZir~~ STREET RECONSTRUCTION ~ Na. 37127 g i R.C.E. NO. s-2-9:ill STREET PLAN I .~,., DATE 'Uf..19<) ~ l---l----1----------+-,~~~=1-~~~----------l ,,f CIV\\.~ I-D_A_TE_,__BY__. ____ D_rs_c_R1P_TI_oN _____ ... A_PP_·o-l. '-oE_s,_GN_rn __ l-D--RA-~'1-----l crrt or r~!t'.'PO~Y (g:EAC'A ~·c5?5Z'-S~ a:-C,.\.\ REVISIONS CHECKED DATE PUBLIC \','ORl(S DEPAR11.1ENT SHID 3 Oi' 0 ' I i ~ z _rn 0 ~ cl ·L C $ [D m :IJ IL_ __ _, J ~ ~ z I 0 □ r □ :IJ iii 0 ~ 0 □ " ~ 0 ~ ~ □ ~ z 0 ~ < z 6 G) C z e 0 z rn • " C 0 " 'jj $ w > " " z [D m ~ m 'ii :IJ 0 n " ~ \") -n ~ ~ z I 0 0 r □ :IJ " 0 ~ rn 0 □ " n □ ~ rn □ " n m ~ z < z 0 G) C z < z m rn . " C □ " 'jj $ w > " " z [D _m 0 m ~ :IJ r ~ □ n z ;a \ \ ~ ~ z I 0 a r a :IJ n 0 ~ m a 0 " n ~ ~ □ " n z m ~ ' z 0 G) C 2 < f-- D LL r--... C LL PROFILE SCALE HORIZ: 1"=40' VERT: 1" -4' -· -. --oJV ---- -· -. --- ---- c:, c;:, ' • 0) -o . -~-(/) " l.u~ ~(rj :i: l.u ~~ ~ ~ LEFT MEDIAN TC I I L_AC AT MEDIAN= PROPOSED AC SURFACE ,,..--RIGHT MEDIAN TC ./ r---.:. :::------ ~AC AT MEDIAN PROPOSED AC SURFACE 19 20 (s)s;x50' -' .... R/W I 18"S I I nn 9"G 00 3 I I I 21 I . 1 R"<;n -0-~ Pl --------:==--- -1--- - - --= -=== === ==' ---==::1----.-1---=-=-==---- oi;::._ en co . . • Oen ro '?..~ -- -- LU -- ---- ---=--=--= --= u ------= -- 22 23 24 II 5 10"W - - ----- - ----_E_:==-- - irn / ' -11·-·-l!":i:' .,, . ll. .\ 11 11_::-11,11 H~ 2001 East first stmet Santa Ana, CA 92705 7EI.: (714)568-lJOO FAX: (714)8J6-5906 25 26 {s) \ 10"W 1P:h I 1 "W E PREPARED UNDER THE SUPER\1SION OF R.C.E. NO. 37127 (EXP. 06/30/00) 1--'D~R!l.JAl'M!!:!..fB!.!.Y ___ -1------------11 CHFCKED BY DESIGNED BY 27 28 \ •. ~ .• _' --~~ \) •• ' ' 0 © 0 0 © © 0 © 0 @) •. CONSTRUCTION NOTES VARIABLE lHICKNESS AREA COLD PLANE -SEE TYPICAL SECTIONS ON SHT. 2 FOR DEPTH. CONSlRUCT 1 1 /2" (MIN.) ARHM OVERLAY. PROTECT IN PLACE INSTALL 6'x6' TYPE "A" LOOP DETECTORS AS DIRECTED BY lHE ENGINEER. ADJUST MANHOLE TO GRADE. ADJUST WATER VALl/t. TO GRADE. PROTECT EXISTING SURVEY MONUMENTS IN PLACE. INSTALL TYPE "C" LOOP DETECTORS AS DIRECTED BY THE ENGINEER. CRACK SEAL 1/4" OR LARGER PER DETAIL "A" ON SHT. 2 ADJUST GAS VALVE TO GRADE. GRAPHIC SCALE .. • " .. .. I I I I I I I ( ' I I I I ( IN f'!:ET ) 1 tnch 1:1 40 IL -D m 0 D 0 m D w < z C < w m D D " " • D l ' D m 0 D 0 ~ w < z C ;: w m D D " " • D "" I \;; z I 0 r 0 0 0 ~ u 0 ~ ~ 5 z • ~ ~ _m 0 ,, C ~ 0 ~ z ~ " \; z I 0 r 0 B ~ u 0 ~ ~ 5 2 . ~ < z _m ~ C ~ 0 ~ z ~ ~ I 0 5 D 0 =::----,r--r--r-----------,--T.A~P"'PRmoiii'VEn□------.----:--::-:::::::::-:::;;;;:--;::::;::--::.-;;;:----i -i I ~v-o,Ess,a,,, JA~.1BORIEE · ROAD ; ~ ~, ... ~,EB l(,,,'X a d I} '1.) • s-.=al!."ET 0 Ecol\•s"nauc"ii'ilo1\• ~ ~ ~ "' '1-~,,..btsi<Wrnwi~..,..,._, I r\t;. r\ i\l Ir\ II i\l R.C.E. NO. G"ll.'i>ll~ s"ii"ii!br-=-r-=-r aLAN DATE ' 1, /99 I ¥'\I!;.!\;. r L-DA_TE....1..._BY__. ____ o_r_sc_R1P_TI_ON _____ J..A-PP_·0-l. 1-,,DE"'S""IGN::::E:-D --+.,□.,.,RA~~!'l_, ---1 CITY or ~~!t".10ilY ~!AON REVISIONS CHECKED DA TE PUBLIC \','ORl(S OEP ARTMENT . R-S7S2~ S $Ha.I 4 C1' 0 V' ":t: 4 -'!> C) Tl _.i) z C $ rn m JJ J 0 JJ ~ z GJ z C $ CD m JJ ;;p '· 1 )~ ~ I u': 0 JJ ~ z GJ z C $ rn m JJ 0 JJ ~ z GJ PROFILE SCALE HORIZ: 1"=40' VERT: 1" = 4' l----~l----------+----------lc-----------+----------j-----------i-----------1-----------i---------------t-----------1------------t-----------1-----------+------- -- ---- l-------l-----------l---------l----------+--------+--------+--------_.:f--------,4,•4-•-t---E-r4•,-------ll----------:--;;t/:;;,::......A+-----e,l)A~-----1---------t-------------t---------f-----f •• .-&'"" - • // • '-- 0 Q__ ---- ---- ....... ... .., ---- ---- // i '\ _/ -- ~ -!-(0 ~~~-//? /. -----/2---;;7~--t--------t~f----------t-------+-------+-------t---l // ~- -~ ~-/,#' LEFT MEDIAN TC -. _, J!,.J ~~ -. . ____ , C) ~ -!-...,. ~ J. -----= ...... ~~ i-;.c,J ~ ... c:i ·<: :q; .. . . -. (/) tu I • 1 !:_ij \_PROPOSED AC SURFA "'E -. ~(/) ..... .,.: L, I ' ~~ ~ ~~ ~- .._ / ~RIGHT MEDIAN TC '-7 ~ A A -. . . \__PROPOSED AC SURFJ CE 28 29 30 31 32 33 34 35 36 t-----,'/-6 _ -----+ _ --..:------_R/W-~ r::~ng:A~ff A"i _J_ E-n T ,_ ,---\.,._ __________________________ --_-::__-_______ GRATE INLET~ . _ _ _ ___ _ +-✓~-,,_ -./ T 1" T T \ g -~ ,v " ~ / T I ,v ,v " ,u "~~ ,v ., ----__ ,v W __ _,_ 10 ,J ct--,,s GV 9"G --1, 9"G 1s··s--==--T_!9"G___ --- - - - T ~ - - - - -', T ~--,'f' --=----~ ..,,-~B"S~ _ ~-9"G \';;;:::;0 .fi~~ "G -===----O"G ----!f"G -'-' C\lc:i --s II ?----A"ocso=~MH:: 18 s -'-_!_l~l!,~ "\ 189s GB ~= Mtt \.\ --1s"s---=:= / -: ~~ ~~-oo . 29;00 . 30+60 -----'---.----.----.-:;: (/)!,.J w -' 30"W -+ 30"W : ----t',---,' ' -------i::s,°' lu ~ "' " 30"W 30"W , 30 .. W _ Cl)f;j ~ (ij JAMBOREE ROAD ~ ~~ \J__/ SMH '-\. --S 6 a :0 ~ L-+ :::,u 24"'3D - s s s -24"SD E I E E E --===--------E -E ----::---_ --,r---- R/W_/ =----- ---- -----. -. ----. 0 © 0 0 0 © 0 0 0 ® CONSTRUCTION NOTES VARIABLE lHICKNESS AREA COLD PLANE -SEE TYPICAL SECTIONS ON SHT. 2 FOR DEPlH. CONSTRUCT 1 1/2" (MIN,) ARHM OVERLAY. PROTECT IN PLACE INSTALL 6'x6' TYPE "A" LOOP DETECTORS AS DIRECTED BY lHE ENGINEER. ADJUST MANHOLE TO GRADE. ADJUST WATER VALVE TO GRADE. PROTECT EXISTING SURVEY MONUMENTS IN PLACE. INSTALL TYPE "C" LOOP DETECTORS AS DIRECTED BY lHE ENGINEER. CRACK SEAL 1/4" OR LARGER PER DETAIL "A" ON SHT. 2 ADJUST GAS VAL VE TO GRADE. '\:~;\ \\ '\\ '< \ . \ / \ C.~ --• .> \. ','' ,I , \.;/ "' t-f -r,--r, -,,..,,--t----t---t---- I I I I GRAPHIC SCALE 0 "' .. .. '"' I l I I I ( IN FEET ) I inch c 40 fL ' f , PREP AREO UNDER THE SUPERVISION OF FESS APPROVED ~ Hlr ~/2-(~-~ ~;~~\EB~~ t--+--+---------1--l~if»zi~~ STRE~~-~~~e&~s'mflg110~ DRAM-f BY Q('rx;,. 6~ '-;,;-;-rc;;--\----:;::=;:::;-------+.:;;;;:;~D~A~TE~~Cf'!f;://;;:1!.t,/~'JCJ~==:l-:=:~-=::-:"-:==~=~~----.-------1 200 I E'ast First street CHECKED BY , • 777J;,,,f# 1 I R.C.E. NO. 37121 (EXP. os/30/00) !,No. 37127gL~ ~ ~-~} No;,n9~ STREET PLAN i TEI.: (714/f!'tr}~lJo~ ~,9fli°1)836-5906 DESIGNED BY "rt CJVI\.~ t-DA_rr__.___BY_.__ ___ D:::ES:::CR:::IP:::-ll:::-ON _____ _.__AP_P'_o.-1-:::-DE::CSl:::-:GN~ED:----l-:,D.,.,RA=-Yi-'N __ _, Cffi' or t~!r.10~1 t:EAOM IZ-57S2-S '------------------------------------------------L ________________ ..1...::.===============1--=~0F c,.1.\ REVISIONS OiECKED DATE PUBLIC ,:ORICS DEPARTMENT S!m 5 Or!) ,' I I ' 8 " □ m ' w < z C < w m " 0 ' • > " " rn 0 " 0 rn ·" 0 < z C < TI \; z I D r D n D ~ TI D ~ ~ a z . " 5 z .rn " ,. C ~ 0 ~ z " " \; z I D r 0 8 ~ TI 0 ~ ~ a z ~ z fTI n ,, r 2l ~ z C ~ OJ m II ~~--~ V, :i: -,I 'J'\ ' ' r, 11 --<:, 0 II ~ z (j) z C ~ OJ m II .:, :,:.;-• s -~ ) \i\ ~ l 0, 0 II ~ z (j) z C ~ OJ m II 0 II ~ z (j) ~ PROFILE SCALE HORIZ: 1"=40' VERT: 1" = 4' ---v ---- -~v -. -. ---- ---- ---- -A - A A •v • ...o'f'-. ----/ I \ ...... - 0 + IC) ~ • • Iv -~ \' -I I , ;q:' (/) h1 Lu :,;: :::::: VJ ,-J ::i:: 1-4 ' i,;::: (tj ~ \ 'V --, -. --- 41" AT \_PROPOSED AC SURFACE - 36 37 38 39 40 41 42 43 44 45 - - fj,1---- - _______ R/W~ ----- - ----/ -----6_~_.,,,,__ --------- - ---, - - ---- - ---- - - 0 l5 --------/ o .... --~:.,:,,--- - ---+ ·- 6 --"'-,,-\. -f g"'G IC) • ,-1 ~-~~r.::::::::'===:~==~:;:::;;;; 10 T --=== -_;_,:;~ --fi' T --_-_-__ ---'I. --:::::1::-T - - '<t-C \: o~"11--~ - - L _g"'G°"-- - - - -g•~ -GB .z ~· -,a .. s - 00 r-:;;_ g''G GB -. . ·- _,.. ,.., ----A-• 18°S ..... --UM _nn ---llJ:C. +IO • -1 ' , 1 •u-' ~ + '2:Vl IQ • -' I ' -1-;=-r :::i I•• l"")Q --', 30"W 30"W :C4l ~ Z '"' -. . \ JAMBOREE ROAD 30"W __ 3 ... , \ fs'< (s) 30,,.,1 g Vl ~I----::_ 30'"' ~ '.::..I , GB~_. <t Vl\:tl ~ '--{11219) !!!!-------~ '1~ .• J. __.eCG~ _(3)_ --i-- - ---------------- - --- - - -"" - - -::---_ _, 'r--\.----: _ E :J,., - - 3 ---- ~ 41,.----...... ' -~ ,y /E E -===----___:==--_ E -_________ _ _____ _ _ __ ------------'i Vl c-s E -~ --i ,.,-r--'_"_ V ( R;:J - - E • SEA VISTA DR. 1"Pf f ' " .\ II ~ H ~~ ·s:::;2? PREPARED UNDER THE SUPERVISION OF R.C.E. NO. 37127 (EXP. 06/30/00) • • ',_ ',v ,_ 4 4 r, ' ' - . -. ' -. 0 0 0 0 © © 0 © © @ CONSTRUCTION NOTES VARIABLE THICKNESS AREA COLD PLANE -SEE TYPICAL SECTIONS ON SHT. 2 FOR DEPTH. CONSTRUCT 1 1/2" (MIN.) ARHM OVERLAY. PROTECT IN PLACE INSTALL 6'x6' TYPE "A" LOOP DETECTORS AS DIRECTED BY THE ENGINEER. ADJUST MANHOLE TO GRADE. ADJUST WATER VALVE TO GRADE. PROTECT EXISTING SURVEY MONUMENTS IN PLACE. INSTALL TYPE "C" LOOP DETECTORS AS DIRECTED BY THE ENGINEER. CRACK SEAL 1/4" OR LARGER PER DETAIL "A" ON SHT. 2 ADJUST GAS VALVE TO GRADE. GRAPHIC SCALE "' 0 "' "' eo I I I I I I I I I I I I I ( IN FEET ) 1 inch• 40 -fl i ,., I APPROVED ~.,J0"2~ OESic@bfdf~ffi R.C.E. NO. G"2-9 M DATE ~ JA~-~BOREIE ROAD STREET RECONSTRUCTION STREET PLAN 200 I £as! ,rnt Street Santa Ana, Cl\ 92705 7El.: (714)568-lJOO FAX: (7l4)8J6-5906 t-~D=R=AWN~B~Y----+------------11, CHECKED BY DESIGNED BY DESCRIPTION APP'D. DESIGNED DRA~N crrv or r~.,o~r [g!ACM .e-s7cz-s l-_..,__..,_ ___________ _.__-+==,---+.:-:c-:::------1 DATE BY REVISIONS CHECKED DA TE PUBLIC \':ORl(S OEP AR1r.1ENT S!irrT O Cr 0 • ------ a 2 a g I I I . a m 0 " 0 m " w ' z C < m " D ' " ► " ' ' ' ' . " 8 " D m TI w ' z C < rn m TI 0 ' " ► TI j ' ' I TI m g D rn TI ~ z C ' ~ i rn m TI D ' i " > " "' I? C ~ D TI z ,, " ~ z I D r D 0 D TI " D TI !; 0 z . " ~ _m n ,. C ~ D TI z ,, u " z I D r 0 n D TI u D ~ 0 z . ~ ~ _m n ~ lii D TI z ~ u > z I D r 0 n 0 TI u D ~ 0 z V' ~ I';'- z C $ rn m II 0 II ~ z G) z C $ rn m II 0 II ~ z G) z C $ rn m II 0 II ~ z G) ~ C' I l.() CL PROFILE SCALE HORIZ: 1 ":::40' VERT: 1" ::: 4' ' ' - ' ' - , __ ••• ' ' • ',_ ·-- 45 -- ~ LEFT MEDIAN TC I -----·---- ~PROPOSED AC SURF. CE -RIGHT MEDIAN TC I ~PROPOSED AC SURF, CE 46 47 48 49 50 51 52 ,__ _______ _ . -. ,_ ·--, __ . --IL.V .. -',_ . -. ,_ ·--·--. ,,,, , __ .. -'' - 53 54 0 © 0 0 © © 0 © 0 ® CONSTRUCTION NOTES VARIABLE TI-HCKNESS AREA COLO PLANE -SEE TYPICAL SECTIONS ON SHT. 2 FOR DEPTH. CONSTRUCT 1 1/2" (MIN .. ) ARHM OVERLAY. PROTECT IN PLACE INSTALL 6'x6' TYPE "A" LOOP DETECTORS AS DIRECTED BY THE ENGINEER. ADJUST MANHOLE TO GRADE. ADJUST WATER VALVE TO GRADE. PROTECT EXISTING SURVEY MONUMENTS IN PLACE. INSTALL TYPE •c• LOOP DETECTORS AS DIRECTED BY THE ENGINEER. CRACK SEAL 1/4" OR LARGER PER DETAIL "A" ON SHT. 2 ADJUST GAS VALVE TO GRADE. ' - - ---------:r-- - ---- - ----- - ---- - ---- R/t'{J ----------------- - ----------------------------- /~~\ . /'~,/ ~--~~~J -GRAPHIC SCALE a '~ ~-,; ~ -'0) "' I 0 ,0 "' eo '"' i I I j I l I l I i i ' (mF"EET) 1 inch • 40 ll . \/ r-------:,~-------,r-------------,---""'"'.:~11:ofESs1~ APPROVED JA~s~BQREE ROAD ,.,,. PREPARED UNDER THE SUPERVISION OF iCT) 1 ... 'I·-..... u.r.: , •".l.L ,'(" ,i;, 17n 1 #~~\EB ~~ 7ft!-JE~ STREET RECONS1RUC110N l[]""~-,?1(' R.C.E. NO. 37127 (EXP. 0£/30/ooJ f,r,;,.":;•i\ Rc.'i:l>'~o. C"L?.St STREET PLAN ~I O DATE 'f/lff'f2 1-~D=R~A'Ml~~BY~---1------------i j \~l,/~. ~'llm' CHECKED BY • ",fJ>; CIV\\./~ I-DA_TE__.__B_v__,_ ____ D_Es_cR_1P_TI_ON _____ ~A-PP_'D_.-t,D:-,,E,::,SIGN=EO,---tD,..,.R""A\\N,----i crN or ~m·.10~1 ~!AC'M R-S7S2-S m.: (7t4J568-7Joo FAX: (7t4JSJG-s9os DEs1GNED BY ,c er c,..\.,w REVISIONS CHECKED DATE PUBLIC \'.'ORl<S DEPARTMENT SHEET 7 o; 0 ' £.. C ~ ~ z CD .m 0 m ~ ]J C ~ 0 ~ z ~ "O ~ z I 0 0 r 0 ]J TI 0 m 0 ~ 0 TI ~ 0 "O m 0 TI ~ ro z < z 0 G) C z < ~ z TI C 0 ' ~ ~ " p TI z CD _m 0 m ~ ]J C ~ 0 ~ z ~ (/\ ":l;: , --;..! .;;=, \~ )~ I 0 iJ ii -£I "O ~ z I 0 0 r a ]J 8 0 ~ 0 TI ~ □ "O m 0 TI ~ z ro !; < z 0 G) C z < □ z m • TI C -0 ' l! ~ -0 p TI z rn /TI 0 m ~ ]J C ~ 0 ~ 2 ~ ~ ~ z I 0 0 r 0 JJ TI 0 ~ 8 a TI ~ □ "O m 0-TI ~ z ro !; < z 0 G) a 2 PROFILE SCALE HORIZ: 1 "=40' VERT: 1" -4' ,_ . ,., ,., ·-- C) 9 ... ' ' - ,_. LEFT MEDIAN TC-t-. \ \ \ \_AC AT MEDIAN \ -ROPOSED AC SURFACE RIGHT MEDIAN TC / ' N <D ") 00 N ------- C) C) "') -, (Od ..... ~:r-: / ft ' •• \JJ~ <!(I) :E41 ~½:! . ~ 4 n • ,_ ·--,_ ·--,_ . . - ' ' • • ,_ ·--·-~ • -·-- z C s:: [II m II \_AC AT MEDIAN \~"'ROPOSED AC SURFA £ .. -ur-----, ' ' - . ' ~ I □ 5 n □ ~ 55 □ u -~ 5s L ___ J. __________ L----------1-----------i---------~-+----------ji----------+----------t-----------l-----------t-------,,----t-----------t---------7,---------,---4 ~~ -, z D C z ~ ~ . L---L-----------'------------l----------+----------~---------+----------l-----------t-----------t----------t-----------t----------,---------,---------,1---1-~li J] ~ ~ 2l ll 0 II ~ z G} z C s:: [D m II "'-------' CL . in i:-w w i.r:- .. !.l.. 54 55 56 57 58 59 60 61 62 63 I/ ~---------------------------------,-~--:) ~ - - ---- - ---- - ---- - ---- - ----- - __ __;l6~6-::I,. ----\ --- I ..... ----- ~ _,.,.__:_. . -. -• -• . ... --• ~ -=--=--===---==--L ==___;;==-....;;::-=--==--!..T _,::;;;::;;;£.!_ -------------------- l 0 0 0 0 © © 0 © © @ CONSTRUCTION NOTES VARIABLE THICKNESS AREA COLD PLANE -SEE TYPICAL SECTIONS ON SHT. 2 FOR DEPTH. CONSTRUCT 1 1/2" (MIN.) ARHM OVERLAY. PROTECT IN PLACE INSTALL 6'x6' TYPE "A" LOOP DETECTORS AS DIRECTED BY THE ENGINEER ADJUST MANHOLE TO GRADE. ADJUST WATER VALVE TO GRADE. PROTECT EXISTING SURVEY MONUMENTS IN PLACE. INSTALL TYPE •c• LOOP DETECTORS AS DIRECTED BY THE ENGINEER. CRACK SEAL 1/4" OR LARGER PER DETAIL "A" ON SHT. 2 ADJUST GAS VALVE TO GRADE. GRAPHIC SCALE 0 "' '° ., \ I I I ( IN n:ET ) 1 inch • 40 IL ' I I ... I r---------::/;~-------,---~P=RE=PA=RE=o~u=No=ER~-~=E~~=P=ER=~s=1~:::-:'.0F:---T---:~:~~FE~~ A~:D . JAMBQ~EE ROAD m. •11.JL 1,~ 11' 1 ~ ,p~llEB~~ ~11,J,/l-!J.:R ,~... STREET RECONSTRUCTION H.'.fr'rr.2f~ rr R.C.E. NO. 37127 (EXP. os/30/00) ft No. 37127 i'.i R.C.L NO. t;L'lnl STREET PLAN • ~=::::;--!J' DRAWN BY ~,~.:-;•,,, DATE 'f/lc.fp,; 2001 E'ast First street ~""'c~HE:l."CK"-ED.E..!..BY---+-----------11, 'A"' c1v'1\.?Jff I--DA_TE...J.._BY_._ ___ D_Es_cR_1P_n_oN _____ .... A_P_P"D_.+D:::-E~SIG::-:N:=;;ED:----t;::D7:RA;:-V.tt---; ClYV Or ~~~·.10~1 !&!AON R-5752-S Santa Ano, G4 92705 "',c TEI.: (71~)568-7:J{JO FAX: (714)836-5906 DESIGNED BY OF' O,\_I RE~SIONS CHECKED DATE PUBLIC \':ORl<S OEPARTf.lENT si;n 6 Cr g "S" .. I \ ' "" \ ) ~ ~- () i 1'l 1 ill" ..!) ' u ~ z I 0 □ r □ II n □ ~ rn □ □ n n □ u rn □ n n ro ~ z < z 6 G} C z < -ro z rn . n 0 C ' ~ s:: " ► n z [D _m \; m C II ~ □ n z " " ~ z I 0 D r □ II n □ ):a, ~ D '! n ~ □ " rn □ '! " ~ ~ z ' z Q r., r 0 LL. VJ f-- L.LJ LJ --" tn ,. 0 / PROFILE SCALE HORIZ: 1 "=40' VERT: 1" = 4' -~~ ·--. '"' ,~v .. ~ '' - .. - ' ' - -~~ , __ ·--, __ .. -'·- .. -'' - ~ -t-0:, ~C) . <!: ~~ ~V5 ..._ -..J. ::',. iij f2(/j -~ = 63 64 . -.r. ,~~ ,. = / ---\'\ -- .. ,.. .. 'P' \ .II" ' IN Tr. / L \"--·-AT' ... \ ~PROPOSED AC SURFACE 65 66 ---------- ~ ~- I I ~ -=- 67 "' o. ::'e \ \ ~ - .r . 68 11 lie ii'• \~,~~' \ J \ ~\/ .. - ' ' -.. ,.. 0 o V A A A ' ' .. -',_ .. -',_ .. - ' ' - ••• ' ' .. - ' ' - 69 .- 20' I .. ./ "fp;! l '~ I\ PREPARED UNDER THE SUPER"1SION OF ·r -dl,J.L II ]Hr,Ji---r-\ .. I (J "' V ,:V:!:n -r1"' i-:;;J,?~ 2001 East First Street Santa Ana, Cl\ 92705 7EI.: (714)568-7300 FAX: (714)836-5906 R.C.E. NO. 37127 {EXP. 06/30/00) DRA\\N BY CHECKED BY DESIGNED BY . 70 71 72 . -~~;._, . . -, \ .\ c·. \_) '(,:;'. __ :, DATE BY 0 0 0 0 © 0 0 0 0 @) CONSTRUCTION NOTES VARIABLE lHICKNESS AREA COLD PLANE -SEE TYPICAL SECTIONS ON SHT. 2 FOR DEPlH. CONSTRUCT 1 1/2" (MIN.) ARHM OVERLAY'. PROTECT IN PLACE INSTALL 6'x6' TYPE "A" LOOP DETECTORS AS DIRECTED BY lHE ENGINEER. ADJUST MANHOLE TO GRADE. ADJUST WATER VALVE TO GRADE. PROTECT EXISTING SURVEY MONUMENTS IN PLACE. INSTALL TYPE •c• LOOP DETECTORS AS DIRECTED BY lHE ENGINEER. CRACK SEAL 1/4" OR LARGER PER DETAIL "A" ON SHT. 2 ADJUST GAS VALVE TO GRADE. GRAPHIC SCALE "' 0 ,. •O "' ! I ! I I I t I I I ! I ) ( IN FEET ) I Inch a 40 IL I ' ''° I APPROVED JA~v~BOREE ROAD STREET RECONSTRUCTION STREET PLAN .-, IJ vi I, -.. OE~?£ NGINEER l, R.C.E. ~O. S°Z. 1! DATE 1//11-/99 DESCRIPTION APP'D. DESIGNED DRAY.~I crrv or r~n:1o~r ramCM R-57sz-s l--'-----1----R-E\1-SI-ON_s _____ .,___t::c:;:;HE""cK""ED;:---tD"'Are:;;:----t PUBLIC \','ORl(S DEPAR1MENT SIG:T 9 a;-9 < £ ~ " . □ " ~ " • " z /TI " ,, C ~ D ~ z ~ ' ' I " \; z I D r D " " m □ D " ~ □ " m D " ~ rn ~ ' z 6 C z < rn m . " □ ' j'j " • s " z m n ,, ~ D ~ z ~ v, ,,... -=-1 ✓ "' 1\ ..!) u, z C $ [lJ m II 0 II ~ z G) z C $ [lJ m II ~ \ \ '\:; )~ ~ I_ i/l 0 II ~ ~ z G) z C $ [lJ m II 0 II ~ z G)