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HomeMy WebLinkAboutR_5796_S-l-:. "' 1--\.{'\ -"' -;... a..i-ti Qi -:, I. ~ ,' .<S ~ lj 'S . ..._ ~ { \ CITY OF COSTA MESA VICTORIA ST PROJECT LOCATION VICINITY MAP NOT TO SCALE SYMBOL LEGEND --0--POWER POLE er: 0 0:, er: <( :c Osco SANITARY SEWER CLEANOUT QSMH 't? ~ □GM ------0----- -x-x-x- ..LLL. LLL .LLL .LLL.... SANITARY SEWER MANHOLE FIRE HYDRANT WATER METER BOX & SERVICE GAS METER VALVE POWER POLE ANCHOR MONUMENT FENCE BLOCKWALL TREE SHRUBBERY ASPHALT PAVEMENT BRICKWALK CONCRETE BUILDING EXISTING CONSTRUCTION ----PROPERTY LINE NEW CONSTRUCTION ___ (i_ ___ CENTERLINE ____ 5 ____ SEWER LINE -----W-----WATER LINE ---G---GASLINE --E--POWER LINE -T·--TELEPHONE LINE -CATV-CABLEVISION LINE -SP--SPRINKLER SYSTEM :a: STREET LIGHT 7:r SIGN I== 9 GARAGE OPENING t::::-------J WINDOW * SPRINKLER JOHN WAYNE AIRPORT ABBREVIATIONS AC ASPHALT CONCRETE DIP DUCTILE IRON PIPE VCP VITRIFIED CLAY PIPE RWV RESILIENT WEDGE VALVE FE FLANGED END MJ MECHANICAL JOINT NTS NOT TO SCALE RT RING TIGHT STL STEEL ABAND ABANDONED IP&T IRON PIPE AND TAG MON MONUMENT CATV CABLE TV DWY DRIVEWAY co CLEANOUT (SEWER) ARV AIR RELIEF VALVE c;,¾ '°~ :s' a ii' CITY OF IRVINE UN\\IERSITl' B/APPR BACK OF ALLEY APPROACH EV ELECTRICAL VALVE SW SIDEWALK WWIF WELDED WIRE FABRIC MLCCSP MORTAR LINED CEMENT COATED STEEL PIPE RCSCP REINFORCED CONCRETE STEEL CYLINDER PIPE 0 4"A.C. CORING INFORMATION MCWD MESA CONSOLI DA TED WATER DISTRICT EMERGENCY TELEPHONE NUMBERS CALL T□LL FREE 1-800-422-4133 BEF□RE Y□U DIG SOUTlHERN CALIFORNIA GAS COMPANY SOUTlHERN CALIFORNIA EDISON COMPANY PACIFIC TELEPHONE COMPANY CITY OF NEWPORT BEACH (UTILITIES DEPARTMENT) ORANGE COUNTY SANITATION DISTRICT ADELIPHIA CABLE UNDERGROUND SERVICE ALERT MCWD DAY (600)-624-8153 (600)-611-1911 611 ( 949 )-644-3011 (714)-962-2411 (714)-542-6222 (600)-422-4133 (949)-574-1000 NIGHT (800)-624-6153 (600)-611-1911 611 (949)-644-3717 (714)-644-6222 (800)-422-4133 ( 949 )-631-1200 1 - ru 3 4 ::c FO PUBLIC WORKS DJEPARTMJENT MONROV~A AVENUE AND 15TH STREET STREET IMPROVEMENTS C=3471 • APPROVED: --~~~l}J..()~•~,l!:-:-:!'=f~~;,:l ;'.;::-'h==----- CITY ENGINEER 24967 5' N'LY R/W 10' 60' 20' 20' R/W 10' N'LY R/W GENERAL NOTES 1. ALL WORK DETAILED ON TlHESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL BE CONSTRUCTED IN ACCORDANCE WITlH TlHE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION," 1997 EDITION AND SUPPLEMENTS TO DA TE, EXCEPT AS OTlHERWISE STATED IN THE CITY'S STANDARD SPECIAL PROVISIONS, OR IN THIS CONTRAcrs SPECIAL PROVISIONS. 2. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. TlHE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING TlHE ACTUAL LOCATION AND ELEVATION IN TlHE FIELD PRIOR TO BEGINNING CONSTRUCTION. 3. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR, DIMENSION, AND FINISH TO ADJOINING IMPROVEMENTS. 4. P.C.C. SHALL BE CLASS 560-C-3250. 5. CONTRACTOR SHALL ADJUST CITY UTILITIES (e.g. WATER VALVES, SCO, SURVEY MONUMENTS, SEWER AND STORM DRAIN MANHOLES) FRAMES AND COVERS TO FINISHED GRADE. ALL OTlHER UTILITIES SHALL BE ADJUSTED TO GRADE BY OTlHERS. 6. PROPOSED PAVEMENT AND CURB AND GUTTER SHALL JOIN AND MATCH LINE AND GRADE OF EXISTING IMPROVEMENTS. 7. SEE T-5860-S FOR STRIPING PLANS. CONSTRUCTION NOTES 0 REMOVE BASE AND PAVEMENT AND CONSTRUCT 2-INCH TlHICK ASPHALT BASE COURSE ON 6-INCH TlHICK CRUSHED MISCELLANEOUS BASE. @coLD MILL ASPHALT PAVEMENT. G) INSTALL GLAS GRID 6501 PAVEMENT REINFORCING FABRIC. 0 PLACE 2-INCH TlHICK ASPHALT FINISH COURSE. ® REMOVE EXISTING S.D. AND INSTALL 15-INCH DIAMETER D-2500 R.C.P. @ SAWCUT AND REMOVE CURB AND GUTTER AND CONSTRUCT TYPE "A" CURB AND GUTTER PER CNB STD-182-L, WITlH 18-INCH WIDE GUTTER. (!) PLACE FILL DIRT AND GRADE TO DRAIN. @ PROTECT DRAIN INLET IN PLACE. 0 ROOT PRUNE TREE AND INSTALL CENTURY PRODUCTS TREE ROOT BARRIER. ® REMOVE DRIVEWAY AND CONSTRUCT P.C.C. DRIVEWAY PER CNB STD-160-L @REMOVE EXISTING AND CONSTRUCT 4-FOOT WIDE, 4-INCH TlHICK A.C. SWALE WITlH 6-INCH "V" . R/W 60' 10' 20' It 20' 10' F/L* 16.5' 2 COLD MILL DETAIL AT GUTTER 15TH STREET NTS 16TlH ---.. "' .... I .... U) 0 0 u ~ m ~ __,u, PRODUCTION PL ~ <( ,.., .... I U) I 15TlH STREET w ::, z Is! <( <( I= z w u <( _J a. STREET ,;:,'v -st '!- SHT 4 -'-SHT 5...w.rl ~~ LOCATION MAP NOT TO SCALE <( z 0 :,; 0 a. STATION 13+50 TO 19+38 4 3 15TH STREET STATION 10+00 TO 13+50 N/LY R/W 60' R/W 7' 23' It 20' 10' 2 MONROVIA AVENUE E'LY STATION 6+98 TO 13+41 R/W R/W 60' F/L* 16.5' 3 4 2 _J E[f':"3=r:.=~_;•1· ------------------------------7:·-._::~ ••=~ s;.) ...., t:_~·_.1 .l--~ *F/L ELEVATION PER PROFILE 15TH STREET 12' 16' It 20' 10' N'LY R/W F/L* 16.5' STATION 19+92 TO 22+89.9 60' R/W MONROVIA AVENUE STATION 13+41 TO 19+55 TYPICAL SECTIONS NOT TO SCALE NOTE: ALL CROSS SECTIONS VARY FROM 1.7% TO 2.97% APPROVAL RECOMMENDED APPROVAL RECOMMENDED APPROVAL RECOMMENDED APPROVED '\l.Q1ESSI ,..~'t R\_ ii~~10'i ~ c , a . M~-Jt ScA; I--".~~~~~~~~ 11u~l.:t,{/.µuc""TI4T"1EJS-D~IR~gEC~TO~R~'.'.:...-1-!l~~~fvt.1..:..., SQ~!'!41'=-1 PRINf[~L r?b~~:ftitEER STREET IMPROVEMENTS MONROVIA AVE. AND 15TH ST. No. 43003 . 03-31-04 CIVIL OF CAL GENERAL SERVICES DIRECTOR TRANSP & DEV SERVICES MANAGER 5 a oo R.C.E. NO. 25553 R.C.E. NO. 22045 l,:D::ATE:.::_;;==-:::::/:;:-:;:-;:f:::::,==~------------,.------11 DATE __ s_-_I O_-_D_l.... __ ,DATE s-io-01 DATE Ma~ 9, z.ooz.. DESIGNED SL DRAWN MGRAaA CITY OF NEWPORT BEACH R-5796-S 1-----~---'== CHECKED DATE PUBLIC WORKS DEPARTMENT SHEET 1 OF 5 RS 03 MAY 2002 0 --9 ~ + ~ .; • -) ~"I;: ~ " Q_ c; ------ . "' -s; J t " iS \. -,;j"" CL, ~ -t" ~ t" --+.:. "' V /-<' j ...... ~ -IL "<'.I -+-" \ "> <::(" . .s '> ~ I:,._ s -~ -:E. ---~ ---~ _ _ _ ----EXISTING E'L' FLOWUNE GRADE --1---~ / 110 1------l------+-----+---_--c:_:;--,.f--=-c::_-_---+-----f-i-----=-::-c-=-------""f=-t---t--t--t-----t--+-----'-=~-----t===-==-:--£...~-~-------t-----t----,----r---------r-----r------, -----~--------"' -°' ____ 1----------109 ~------f---•---~--;;;-u en -w -n ~ en -<O 0 m m u m w N '.;;' 110 109 110 109 ,-__ -----sj-"' N N -<O 0 0 m <O "' "' 0 -0 -'° n m ~ m -"' n r---,.---.,. -----1-- -f-Q------f-Q------f-Q-----~----+-¥:c-----+g--~---+-------,,+-+::-:--l--i!'-f"'---~c-----~~---~----~~;,,-----+.~~----j------j-----------==-c.......""'-F--C::-:::------t--------j 107 0 0 c.o <-: N ..,. co "'-0 0 0 0 "' r---'2 -0 "' --<O °' "' N 0 m -0 r---- o::i o::i 0 0 ----+ ---" -u u m w ----l-------l-----l-------l------+---f----+------+---__._---+------t---t----+----+----J--i:::'--------ti:---1-o:-~:::----t----------i 106 r---0 '.;;' 0:, ..,. r---r----. <O 0 0 -- c.o '.;;' '° a, sj-"' 0 + n - i I • - "' -WITT EXISTING C/L GRADE..___,_ ~----~ - --~--r-- - - - ---- --,--·-- ------0 N "' n N n --n sj-"' ;c: 0 0 0 0 0 ----------- -~-----------r--1---------------------------- (le'. u ---m ITT (le'. ;::--r---"' ..,. r----u N n ..,. "' t" "' m w _J r=:-ci -o::i "' + <O --r---1- 1 --i----0 u ... w m w 0 -'.;;' 0 '° "' n - en LL "' "! "' 0 - / PROPOSED C/1 GRADE , -en -n en -"' LL n LL en m "' m "' 0 0 n 0 0 m en --"' -m 0 LL "' 0 0 -r-----"' 0:, .. "' -0 - "' m <O --0 N <O -+ 0 -- S--0.85% en LL -0 r---~ ;::-..,. ..,. a:i ,--: "' "' 108 -¾-fc:'i----~c:n.----t-----:-::f-----t--------1 1 0 7 - cn 0 0 0, 0 -,--: --0 - LL -cn -..,. ..,. LL ro - "' ,--: 0 0 "' 0 -,--: --0 -V--EXISTING E'L Y 'L0\11.INE GRADE --.,C_ -<O m --------f------1-------'-+----«!t---+-------j -+--------1-----------N + --~ 8 r--__ _ + ,,--..._ ,,--..._ ----I 0 0 m a; "' -v m m 0 0 -m N 0 --0 n 0 "' + 0 --"' -"' 1------"'+-------l------l------jf------+-----+----'--+---'--'--+----'---t-------j~-----t§----------h:i-------H~~-----H~~-------t~=------=i---~-==----------j1-----,107 -+ u -r-----"' -m m 00 w 0 ~ -0 -__, .._,... 0 "'1" -,--: 1-----1------l-------l------+-------l-----+----+----+-----t------+-----+----+----+-------tl------t~~----'fc-~:-----:-<O::t-_-t---------i106 0 <O r---m en PROFILE SCALE HORIZ: 1 "=40' VERT: 1 "=2' N "' 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 I (.) i1i ~ ~ o::i ~I~ ~ WI~ '° 2 :s; 16th STREET (/)j:: w ~ z II~ "I ,@: PRODUCTION PLACE 0 LL. II ~ ,_.h , 36" MLCCSP :'ii 10 0 I " 10 o I 11 (.) 0 ..,_ II <!I ,. co o::: z: a:: w a:: z e::: c.!, II II II II \I ' J "' -~ ~o -.::::--=:::-~=====-= 0 --~-~-i____ • c--" 0 •----' -~--* I~/ SM~--7,;MK· •• ~~-~ ;;:;• ·:: ~_: __ :•1:,·t:•.•{'./ }~;•=i,:;;;,;V~C(M.~~o:J::·~/::~~~;o··S~H·_.···" ·-.:-~-· ·-... -••: ,-_: ·: -_ _,_11 __ : ___ ""--'s:---: _______ : 11------- --=-= =---=--=--G-=---=---_--:297\ii--• BCR '1~~~-25'-=-_::--G-=---=-~--;-=-----~-~-::-G: -j/ ---\,-... --G-.lt--1 -_-= ~~ _:f --_-_-_-_--------------~ 51 / II 11 Z co -11 I ...J ~I ~ ~ II 11 I 0 -:; ~11□'1 ,20', I ,20' I1□'L I ~ M "' <(5 ~ I <( I- ~ ~ tti l . 60' I ~ ttl + is i'!= a::: :r: I'"') ~~ UC/'J tao UJw ~o c.ow o:i + c.o en ~o m m II N 0 "' -7 ~ ..J <( D.. <( z 0 5 I= 0 0 [J:'. :::, z 0 0 0 ::a "' D.. <D <D 0 rt 0 + + 0 ---II + SHADING LEGEND w fl REMOVE AND PAVE MONROVIA AVENUE REF: R-5438-S CONSTRUCTION NOTES 0 REMOVE BASE AND PAVEMENT AND CONSTRUCT 2-INCH THICK ASPHALT BASE COURSE ON 6-INCH THICK CRUSHED MISCELLANEOUS BASE. Q) coLD MILL ASPHALT PAVEMENT. (2} INSTALL GLAS GRID 8501 PAVEMENT REINFORCING FABRIC. 0 PLACE 2-INCH THICK ASPHALT FINISH COURSE. @) REMOVE DRIVEWAY AND CONSTRUCT P.C.C. DRIVEWAY PER CNB SID-160-L C-3471 SCALE 1 "= 40' r-• '., _;·:_::::::: <(J GRIND 1----1---1-------------+--'lc::\ppROVED ~ 0/~~ ')fi/JCIPAL CML ENGINEER STREET IMPROVEMENTS MONROVIA STREET R,C.E, NO, 43003 DATE S: -5 -6'2. DESIGNED DRA\\111 SL MGRACIA DATE BY DESCRIPTION OF RE\ilSIONS APP"D. CHECKED DATE RS 03 MAY 200 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-5796-S SHEET 2 OF 5 Cl \J\ t- <, --:J y ., . ~ s:z:-~ ~ {. . :s ......... " '> '-" ! . ~ .. CL { (\) -t - V'\ --i.:. IA I~ ~ J_ ..., -w--t- ~ i '-.:: .,_ ., -~ L -; "-- t 1-; ~ 1071-------j--------t---------t-------,---~l-l-----l-----t------l-----+-----+----+-----t-----+------t-----t-----t-----+---------j '-' - 106 108 107 107 106 0 C: ZN ~-w~ ~r-+-~~~r=~~-=-------~-----+----~o il:::'I"") ~--+~ ~ "' f---.,; "' N ;c. +-- VJ "-... --t--0 --t--0 ... "' -.,; N + - 39. 5' '-'co --'°o ---.. r--__ ....., aJ -- I .... -z aJ ~ ' •. co 0 '-' -"' "' "' u. t--0 + "' -.f ;=c 39 ?5' I (/) "-;;;-:2 ,n <D "' 0 0 -- en ,n 0 - ,Ii 0 s~-o.9oz VJ "--0 N --"' "' 0 0 --- ..,_ ,Ii 0 .- VJ u. "' "' '° 0 - "' 0 -"' '° ,Ii 0 - 0 "' 0 C: (/) u. "' '° 0 - --aJ aJ 0 t-- "' st 0 "' 0 -t---+ -~ "' co t--.f 0 - -- -(/) r-u. ..,_ 0 ..,_ "' 0 .f -0 - _J "---'"""::; ~o -:=- ---- VJ -u. 0 0 st _o .f -0 - _J u. ~ ... "' "' "' n 0 0 --- ---- _J "-ro U") • 0 N .,;o o-- -- / ,._ PROPOSED VfL Y FLOWLINE GRADE ------C: N _J N u. -"' "' 0 O'> -0 "' :2 N -0 ---- VJ u. -"' 0 "' r- --,..... __ -n N - ----_J "' u. "' -- _.,,----PROPOSED E'LY FLOWLINE GRADE " ----- EXISTING E'L Y FLOWLINE GRADE/ VJ ;;;-"-ro --- (/) u. U") "' 5 --"' "' 0 - t------..--. ·-r----- I ·-t-\ (/) u. -0 U") OJ U") 5 0 -- ---- _J -u. :c:i 0 ... 0 5-- / PROPOSED C/L GRADE ' -r- '---EXISTING C/L GRADE ~ -0 ..,_ t---0 0 --- _J -u. 6l "' 0 No ---~ --- -~ aJ n U") 0 "' -5 - - C: U')st 0 r--...: ci 0 0 - 0 "' + "' - ~ 0 ... -0 - - -0 n 5 - 102 101 102 101 ~ c--i "' ---"' 0 i------+----+------+-----+------t-----t-----t------+-----'---t=-----+ai--------E-----t-'::c:,---------j-----,·r_f~-----·--+--~----_-_-_-_-+=-~~-~---------j 101 5 EXISTING W'L Y FLOWUNE GRADE/ ---- PROFILE SCALE --en -"' U") 0 n N N O'> 0 5 ;cc 0 -0 ---- --aJ e-------+-----·e-------+-----e-------+--------------i-------+-----f-----+----t-------+-=~,----1=------+=~--+-F,------~--------j 100 HORIZ: 1 "=40' VERT: 1 "=2' 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 PRODUCTION PLACE 1 o· 20· 20· 10· 1 1 !, 1! r I ~ II 11 o 111 c>-' i' I I ~ 'f :: 1: -881-TO I I I MOBIL HOME PARK z u ~ 6 R=25' // \I R=Z5, 1z 9--899-~ MOBIL HOME PARK (,) ~ !_+ ~ § I 1 2 \ \.'.:, 1 I /FLOW LINE / ,\ ~· 1 ~~01 I I cr-.,,11 1~_,,_oPP} --;\ --l1PPn /,°'t::fd 4 +•.·. :~~+ .... + ♦ Pfo-nSCE .• ·.: PP-o-/ ~ ~: ·.·:. ~p✓ + ·.·::v/: :,.•.· :r! ; ::.:' ~ ~. • ,; ; • > / / • ;,, ,,,,. .,:. ~ /-.,:. / / ~ ; .,./_p / / / / i;-· /' / / f / / / /:=/ / ✓ / "/ /. / / /, ,:. // ;, -/-/ / /.,:. '/ / ./ / / /t / 1/7 / ;;. / / ; /" / / / / /'/ ,✓.f / / 1/ / NU . • •. · I I co • · ·l' .. ·-12·-.. •·• •. • ... •·· • ',. • 1,' • • • • . .'· .. SAC/ ATIVE 14 r--/ 15 j T 16 17 T T / 1,a el 1.9 . *· ". + - I 15TH STREET SEE SHT. 4 60' o.. I 0..¢ • l ·~ .+ • j +/ -~ ~ .... <( t::: <( ~ 5 (I) ~F z "' o_ ::::, 0 OD o+ +o ~ II 21 CONSTRUCTION NOTES 0 REMOVE BASE AND PAVEMENT AND CONSTRUCT 2-INCH THCK ASPHALT BASE COURSE ON 6-INCH THICK CRUSHED MISCELLANEOUS BASE. 0 COLD MILL ASPHALT PAVEMENT. @INSTALL GLAS GRID 8501 PAVEMENT REINFORCING FABRIC. 0 PLACE 2-INCH THICK ASPHALT FINISH COURSE. © SAWCUT AND REMOVE CURB AND GUTTER AND CONSTRUCT TYPE "A" CURB AND GUTTER PER CNB STD-182-L, WITH 18-INCH WIDE GUTTER. 0 ROOT PRUNE TREE AND INSTALL CENTURY PRODUCTS TREE ROOT BARRIER. . - - -"--i---I-------------- N < Z + '--' o (!) -1535-~ r,j (!) ro Cl o a:: I"") a:: ~ a::: LO ~ + <o l""'l~ ~....... <.!>r---~ O)_...: "<t(.!) '-0<.!> ...., --=t-~ 5 F _ ~ -f!: -1539-I ~ f1 + u + <3-1533-+ <'13 + ""I -1519-"'c, + c., T""" o u I 0 in c I t{) U1 -1527-"°-u t0 u -1517-;: ~ " ~ a,: ::, CARDEN HALL ELEMENTARY AND w t--= -e> -o -_ u -~ < SCALE 1 "= 40' z O ID + :> I I O w z P. □21 -1515-(!) 0 o o JUNIOR HIGH SCHOOL I "' -' ~ °' w -w z ~ 8: ,,_ _J CD W ID W "' 0 "' 0 "' + t--0 tn SHADING LEGEND REMOVE AND PAVE GRIND ::, u. MONROVIA AVENUE 2 -1449- REF: R-5438-S PRINCIPAL Cl\llL ENGINEER R.C.E. NO. 43D03 DATE s: -s-o'Z, C-3471 STREET IMPROVEMENTS MONROVIA STREET 1----,--+-----------+---t=DE=SIG~N=ED-~SL+D~R=AWN~M=GR~AC=-i!A CITY OF NEWPORT BEACH APP'D. CHECKED DATE PUBLIC WORKS DEPARTMENT R-5796-S SHEET 3 OF 5 DATE BY DESCRIPTION OF REVISIONS RS 03 MAY 2002 . ' - 19+50 MONROVIA MATCH LINE SEE SHT. 3 SCALE 1'' = 40' 101 ~ _J 1..i...u..ci.J "' 0 0 0 o a ~ ~ ~ tG:'--------+-------+-------t------t-----97-1--------+-------+--------j------f------+-------l-------+-------t------t------+------+--------j ci O> LO 0 ociCOCO -~@ ~ --964....,--=-=---+----+----+-----t-----+-----t----j---------j------t----+------t----7 ~~ _.....PROPOSED FINISHED SURFACE GRADE AT 12' N/o OF CENTERLINE S -0.20% I S -0.10% S 0.20% 39.27' i----- - - --t-- - 94 94 -------100 ~ 3 c--__ _ CD r.D :::J' ci ID l.J.... 2 8 I") ci 0 + N -en ._, O') u.. LL. ~ ~ ~ ,.-... '\. S-0.20% m "' N + "' 01;;:;.: LO O <.n I"") LO ,-, Cf) O> LL. ...... LO ~ ..;. t0 -o::t= -EXISTING SfL GRADE -+-- (/) VJ -(/) (/) - 94 r-- a:j - en ..._... LO O'J r-0> + "' - (/) (/) LI-LI-(/) (/) LI-LI-LI-LI-LI-LI-(/) VJ LI-LI- "' 0, r--,,; r--0, ,,; (/) (/) LI-LI- "' r-- 0:, '° ,,; n o, m 93 12' m --:, LI-----C: -........ m _J -LI-C: -"' '° 1 ------~----~-----+-----+-----+------t~~-~---~~-i-------.::::-;J:t-..."""'"""..,.._~==P=R=O=PO=S=E~D~s~•L~Y~~~O~fillN~E~GR~A~D~E;:;~~;;;;;;;;;;:;Jt~~~;e~-~-7 /~EX:IS~TI:N:Gt~~O=fil~l:NE°_"G:RA:D~E+-----+-----f-----~~~-94 I 2. c= S0.20% \ ,.- g ----;,, ,.-., ~ I ______ L----+-----------r- e rt Li::'. ~ CZ ~ ~ ~ 2 " I ------r-------1-------+-------+-------+-------t------t------+------+--o --=+--=-------,,.,"c-t.,,,.,~------=,,.,=-+=ro=-------+_=-----7~_.-,--'"-s:-----t::3=:-------+_-:::::---------j-:_:::-------t-------+------ g lf') ~-tj-oo cnco C: LL(.!)...,,. LL C: Li: ~ ..;. ,;;;I-..;. ~ ,..-; l'0 ..... .,.-... .-.. ,...-,. ~e me m.S. cne G:~ [if::~~ g r;:; 2 ~ Li:: Li: t---------,--------------r---------j------i-------t--------,---i "'--+-------l-------+~----==,,.,-,,.,'----~,,.,-o,,;--"(X)~r(.?~--t.,,.,os-------+-=c,,.,;------+:,,.,------+N~--------j,,.,=-c------cco:,c- PROFILE SCALE ~ CO e r---, -._.,, 0 ~ m m m -tj-N '" "' "' ,,; <b u ---:;l :;l :;l HORIZ: 1 "=40' 1------1-----+-----+-----+---;J; ~--1------+-----+-----°'-+-----"'+---~--+--------+------+-----+-------t------- 93 VERT: 1 "=2' , ~ 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 SHADING LEGEND 15TH STREET FB. 524 CONSTRUCTION NOTES 0 REMOVE BASE AND PAVEMENT AND CONSTRUCT 2-INCH THICK ASPHALT BASE COURSE ON 6-INCH THICK CRUSHED MISCELILANEOUS BASE. 0 COLD MILL ASPHALT PAVEMENT. Q) INSTALL GLAS GRID 8501 PAVEMENT REINFORCING FABRIC. 0 PLACE 2-INCH THICK ASPHALT FINISH COURSE. ® REMOVE EXISTING S.D. AND INSTALL 15-INCH DIAMETER D-2500 R.C.P. ® SAWCUT AND REMOVE CURB AND GUTTER AND CONSTRUCT TYPE "A" CURB AND GUTTER PER CNB STD-182-L, WITH 18-INCH WIDE GUTTER. Q) PLACE FILIL DIRT AND GRADE TO DRAIN. ® PROTECT DRAIN INLET IN PLACE. @) REMOVE DRIVEWAY AND CONSTRUCT P.C.C. DRIVEWAY PER CNB STD-160-L @ REMOVE EXISTING AND CONSTRUCT 4-FOOT WIDE, 4-INCH THICK A.C. SWALE WITH 6-INCH "I/'. C-3471 v~ REMOVE AND PAVE 1:· > . .: . ·1 GRIND 1\l'PROVED • C t-------+-------+----------+-----'l h ~-t1:c::EJ1.1 ~ 1----+--1---------------+-~l--"'"ffii eKful lCIP)IL CIVIL ENGINEER R.C.E. NO. 43003 STREET IMPROVEMENTS 15TH STREET DATE BY DESCRIPTION RE"1SIONS DATE ,5-8-02.. APP'D. DESIGNED DRAWN SL MGRACIA CHECKED DATE RS 03 MAY 2002 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-5796-S SHEET 4 OF 5 .:i :::,. q:: I, -~ ~ -3't-. u \I, 't--t ~ -+- ~ <>. "' ---... J /-s:: :, -I() <> ..... i- " ..... J) I ~ ' () I ),;, -t-] "' /;:_ ~ \J\ -...,., ~ } -"' --; ..,. " e '- I r J-, SCALE 1'' = 40' 94 93 ,· 94 93 94 93 94 93 / PROPOSED FlNISHED SURFACE GRADE 12' N/o CENTERUNE s 0.20% I s 0.10% (/) (/) 12 .... .... "' "' "' "' ... "' .,; .,; . .,; "' "' "' (/) (/) (/) (/) (/) .... .... .... .... .... "' 0 "' 0 0 N N 0 "' .,; .,; .,; .,; N "' 0, "' "' m ~---~~ ---~~~1------+-------+-------+-------+------+~-----1------+-------+-------+-------+------+------1-------; IO N Q t'--lD I-U) l"")O ~ IOCO • LL.. ••N ""-:,N ~ <'J!::::2 O> VC'\I cr, z en 0, '-'' ..__, 0) 0, ...__.. LO ' -----+-+-------+-~,__+-z------t----------j--------+---------t-r.cNC-----+-------+-------t-------+------t-------i------+----------j ~ ~ ~~ •· en ,,.,., ~z N:::J ~ls ~ ti: t-------4-J .--------<:nj0+---------+---+-----+-------+------+---0 z 0)0 + . -0) - --(/) "- <O -n m -_, .... "' -n "' -(/) u_ ... <O "' m -(/) .... "' r--..., "' -_, u_ ..-Cl) mo n t0 ---ii------u; s 0.JO% /PROPOSED N'LY FLOWUNE GRADE 18.5' N/o C/L ~ ~ ~ __ .i-----, □ - -r;: t:._ "' 0:, Cf) N ... 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O'Jcri +..__, ...__, -~ z -m "' L.J + . - PROFILE SCALE HORIZ: 1 "=40' VERT: 1 "=2' 0 + N N co "' + ,,, N N N Nm 54.98' ' 55.06' 45.48' 94 93 94 93 94 93 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 lRAILER PARK s m SHADING LEGEND REMOVE AND PAVE 15TH GRIND "' c,; 00 + N N STREET / / / FB. 524 / / DATE BY < / DESCRIPTION REVISIONS CONSTRUCTION NOTES 0 REMOVE BASE AND PAVEMENT AND CONSTRUCT 2-INCH THICK ASPHALT BASE COURSE ON 6-INCH THICK CRUSHED MISCELLANEOUS BASE. CD COLD MILL ASPHALT PAVEMENT. @INSTALL GLAS GRID 8501 PAVEMENT REINFORCING FABRIC. 0 PLACE 2-INCH lHICK ASPHALT FINISH COURSE. ® REMOVE EXISTING S.D. AND INSTALL 15-INCH DIAMETER 0-2500 R.C.P. * ® SAWCUT AND REMOVE CURB AND GUTTER AND CONSTRUCT lYPE "A" CURB AND GUTTER PER CNB STD-182-L, \\11H 18-INCH \\1DE GUTTER. 0 PLACE. FILL DIRT AND GRADE TO DRAIN. @ PROTECT DRAIN INLET IN PLACE. ® REMOVE DRIVEWAY AND CONSlRUCT P.C.C. DRIVEWAY PER CNB STD-160-L * VARIABLE HEIGHT CURB FACE C-3471 PRINCIPAL V1[·1 NG/NEER R.C.E. NO. 43003 STREET IMPROVEMENTS 15TH STREET DATE 5-g -07__ APP'D. DESIGNED DRAWN SL MGRACIA CHECKED DATE RS 03 MAY 200 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-5796-S SHEET 5 OF 5