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R_5814_S
CITY OF COSTA MESA ~CTORIA ST §: ...J ID JOHN WAYNE >-t AIRPORT /'; ;.p~ ~¾i fOt< ~a 1? CITY OF IRVINE Ct: 0 ID ~ UN\VERSl1'< VICINITY MAP NOT TO SCALE SYMBOL LEGEND ---0--POWER POLE :c PROJECT~ LOCATIONS Osco SANITARY SEWER Cl.EANOUT QSMH SANITARY SEWER MANHOLE ~ FIRE HYDRANT ~ WATER METER BOX & SER~CE □GM GAS METER -----0-VALVE POWER POLE ANCHOR D MONUMENT -x-x-x-FENCE ==== BLOCKWALL ¢1¾ .LLL .LLL .LLL ...tLL. TREE SHRUBBERY ASPHALT PAVEMENT ::::: ;';:';::;\:';:'; BRICKWALK I:" .. : ••• .-. <I CONCRETE ktttataJI BUILDING _ _ _ _ EXISTING CONSTRUCTION ----PROPERTY LINE ABBREVIATIONS AC ASPHALT CONCRETE DIP DUCTILE IRON PIPE VCP ~TRIFIED 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 B/APPR BACK OF ALLEY APPROACH EV ELECTRICAL VALVE SW SIDEWALK WWF WELDED WIRE FABRIC MLCCSP MORTAR LINED CEMENT COATED STEEL PIPE ----NEW CONSTRUCTION RCSCP REINFORCED CONCRETE STEEL CYLINDER PIPE --_fr_ ___ CENTERLINE ____ 5 ____ SEWER LINE -----W-----WATER LINE ---G---GAS LINE --E--POWER LINE -T--TELEPHONE LINE --CATV-CABLE~SION LINE -SP--SPRINKLER SYSTEM :0: STREET LIGHT ---u-SIGN I==-==1 GARAGE OPENING I I WINDOW * SPRINKLER EMERGENCY TELEPHONE NUMBERS DAY CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY PACIFIC TELEPHONE COMPANY CITY OF NEWPORT BEACH (UTILITIES DEPARTIMENT) ORANGE COUNTY SANITATION DISTRICT ADELPHIA CABLE UNDERGROUND SER~CE ALERT MC\\D (800)-624-8153 (800)-611-1911 611 (949)-644-3011 (714 )-962-2411 (714 )-542-6222 (800)-422-4133 (949)-574-1000 NIGHT (800)-624-8153 (800)-611-1911 611 (949)-644-3717 (714)-644-6222 {800)-422-4133 (949)-631-1200 PUBLIC WORI<.S DEPARTMENT BAlBOA ~SlAND PAVEMENT RECONSTRUCT~ON PHASE ~~ APPROVED: (l}~~ Fd~~f) -4-'C\.LJ""""1-"c~1~TY,,..:..;=E1:--:N,;;,G"'1N~~~E;,-~'r.'=E--=. N.,.,o=-. ""24.,.,9""57=----- E'LY R/W 6' 14' 40' ct 14' 6' 'I/LY R/W r----n ©\ n----- :--------···································------1 I L ......................... ,. ·······-,\~···································· .................. ,j I I I I I I I u EX. 8" THICK Pcc P~T. u PEARL AVENUE BAYSIDE BAUBOA NEWPORT CHANNEL L,J '-" c::, Ct: ID N'LY R/W I a· I 60' 22' ct 22' TYPICAL SECTIONS NOT TO SCALE ~ z a= :5 "'i D.. < SJ 15 SJ c:, V, 1n e 8' S'LY R/W N'LY R/W GENERA( NOTES 1. ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION," 1997 EDITION AND SUPPLEMENTS TO DATE; EXCEPT AS OTHERWISE STATED IN THE CITY'S STANDARD SPECIAL PRO~SIONS, OR IN THIS CONTRACTS SPECIAL PRO~SIONS. 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, AND FINISH TO ADJOINING IMPROVEMENTS. 4. P.C.C. SHALL BE CLASS 560-C-3250. 5. CONTRACTOR SHALL ADJUST CITY UTILITIES (e.g. PULL BOXES, CONDUITS, WATER VALVES, SCO, SURVEY MONUMENTS, SEWER AND STORM DRAIN MANHOLES) FRAMES AND COVERS TO FINISHED GRADE. ALL OTHER UTILITIES SHALL BE ADJUSTED TO GRADE BY OTHERS. 6. PROPOSED PAVEMENT AND ALLEY APPROACH SHALL JOIN AND MATCH LINE AND GRADE OF EXISTING IMPROVEMENTS. 7. SEE T-5880-S FOR STRIPING PLANS. 8. THE CONTRACTOR SHALL INSTALL WEAKENED PLANE JOINTS AT A MAXIMUM OF 12 FOOT SPACING FOR THOSE JOINTS PERPENDICULAR TO THE CENTER LINE OF THE ROADWAY AND A MAXIMUM OF 9 FOOT SPACING FOR THOSE JOINTS PARALLEL TO THE CENTER LINE OF THE ROADWAY. WEAKENED PLANE JOINTS ON PARK AVENUE, SHOULD MATCH THE SPACING AND LOCATION OF THOSE WEAKENED PLANE JOINTS ON THE SOUTHERLY SIDE OF THE ROADWAY. CONSTRUCTION NOTES G) REMOVE PCC PAVEMENT AND/OR GUTTER AND CONSTRUCT 8-INCH THICK PCC PAVEMENT. @REMOVE PCC ALLEY AND CONSTRUCT 6-INCH THICK PCC PAVEMENT @INSTALL 3/8-INCH THICK FELT JOINT FILLER. 0 PROTECT IN PLACE. @ REMOVE EXISTING INTERFERING PORTIONS AND CONSTRUCT NEW PCC CURB INLET LOCAL DEPRESSION PER CNB STD-305-L · ® REMOVE EXISTING AND CONSTRUCT PCC CURB ACCESS RAMP PER DETAIL HEREON. 0 REMOVE EXISTING AND CONSTRUCT PCC ALLEY APPROACH PER DETAIL HEREON. ® CONSTRUCT COLID JOINT. @ REMOVE PCC CURB AND CONSTRUCT TYPE "B" CURB PER CNB STD-182-L. @ REMOVE AND INSTALL NEW PULL BOX PER CNB STD-205-L. 60' S'LY R/W 8' 17' 10· 17' 8' I FOR SIDEl'IALK V,1011-i I ~ SEE PLAN >--' (J) 1 /4" GROO\lcS .ffe ,._{J' --'S'--'AW"-'C"'-UT'--'&=-=JO"'IN--'EX'-"IS=-cT'--. _1i~~@~3~/4~•~0.~C.0 i>.-::Y~'49 O• x L,J 5" CURB z 0 ~ <'11 1" CLEARANCE BElVIEEN ll. AND BACK OF CURB I- ::, "' ~ ~ '-' <ii ~ o. RETAINING CURB FACE <;!- ~ .ffe ,._{,)' 12: 1 SLOPE i>.-::,, o,,f;, MAX C',<' w '-' ~ SJ "' D.. "' glx => V, < '-' -::a "' N ;a; -z ~ 0-,, w "' ,,. C',<' ---CONCRETE PAVEMENT---- ::::: 1o CURB ACCESS RAMP DETAIL PARK AVENUE W/ MEDIAN iE c:, z a= :5 "'i D.. <C w 15 w c:, "' 1n e >--' (J) x w z 0 5" CURB ~ 1" CLEARANCE BET\'.UN 0'll ll_ AND BACK OF CURB ---,i I- ::, "' ~ ~ (J) "' 12· o. RETAINING CURB FACE <;!- ~ .ffe ,._.fi, 12: 1 SLOPE ":'v ~,ff;, MAX 6' W/2 EXISTING ALLEY ! 1-z SJ ~ SYMMETRICAL ALONG I 11-il~ LINEl ;l ---CONCRETE PAVEMENT---- ALLEY APPROACH DETAIL REF: PEARLDXF; ABALONE.DXF; BALBOA ISLAND PLAN 308 NOT TO SCALE NOT TO SCALE LOCATION MAP NOT TO SCALE ~~ GENERAL SERVICES DIRECTOR DATE \-\~•b?> APPROVAL RECOMMENDED APPROVAL RECOMMENDED APPROVAL RECOMMENDED REVIEWED ._ o A, r 7~.&vf~-BALBOA ISLAND < uJ:J~-r~~M.~l/4&ciPAL CML ENGINEER PAVEMENT RECONSTRucTION ~ ~ R%C • i 43003 UTILITIES DIRECTOR TRANSP & DEV SERVICES MANAGER / 'j_ .,. . ? p HASE 11 R.C.E. NO. 25553 R.C.E. NO. 22045 DATE ~ _? DATE , /ls/43 DATE J=.:, ... 1!i, 2.eo3 ~D~Es;:1G~N;;;;;E;~~-:;;;;:;;D~RA~11~N;;;;;;;=+------..:.....~...:.::...=....:.:..., _____ --!I ~ "' SL MGRACIA CITY OF NEWPORT BEACH R-5814-S CHECKED DATE PUBLIC WORKS DEPARTMENT SHEET 1 Of 3 RS 15 JAN 2003 --------i-------j--------j------------1--------t---- 4 3 --- 4 3 4 3 5+00 • IJ) SCALE 1 "= 20' -1:: (/] LL ~ "' N .,; ri -,,., co + ... en r.: u.. 0 ... a, 0 .,; c-,i ... <Xl co r---+ + ... ... -r.: _J LL 8 n 0 .,; n ~ "' co + ... 3 r.: LL "' "' --.,; .,; -"' N "' + ... --- Ul -"-N r----en en ,,., n N .,; -n -"' N <O + ... --r.: _J -' LL LL "' 0 -N N .,; n .,; -- S=-0.20% 3 3 r.: 3 r.: r.: r.: LL LL 0 LL n "' 0 "' "' r---.,; n N N N -.,; .,; n .,; n I ri ' --"' -"' u u w-m .,., "' -0 00 ;f a, + .,., + ,,., s--0.20% EXISTING C/L Ul 1:: Ul 1:: "-u.. "' --"' -... en 0 st 0 0 "! "' n "' .,; n n ,,., ,,., .,; n n n --- s--0.20% 3 -2 --:::,-_J r.: r.: _J "' r.: c:: LL LL u "' l,_ "-w u OJ,O 0 0 ~ n r---0 r---N N N r---,.., CD -N ,,., n .,; .,; ,.., n .,; .,; N ....-j ,.,j 0 ~ ~ <Xl ~ --+ + .,., ... 4+50 4+00 ✓PROPOSED W'LY FLO\\l!NE GRADE s 0.20% ----2 3 _J -' -' -' r.: r.: _J r.: -' LL u.. LL LL LL "-LL 0 0 "' "' m 0 st "' OJ 0 N N N -0 -m 0 en 0 en n .,; .,; .,; .,; .,; .,; N .,; N N ------ / PROPOSED C/L GRADE I -~ GRADE/ -<O N n - -_J l,_ "' ri - -1/l 1:: 1/l 1/l r---1/l <O LL "-u.. 0 u.. ~ ~ -~ -:!'.l -0 n "' n n 0 ro -,,., N -N N .,; .,; .,; n ri ,.., .,; ,.., --- ,.,,,--PROPOSED E'LY FLO\\l!NE GRADE ---r.: _J r.: -r.: -r.: :=;-r.: r:;: r:;: _J LL l,_ l,_ 0 r---"' "' 0 "' "' "' 0 n N --0 0 0 0 m .,; ri .,; .,; .,; .,; N n n n ---~ ~ PROFILE SCALE HORIZ: 1 "=20' VERT: 1 "=2' 3+50 3+00 2+50 PEARL CONSTRUCTION NOTES 0 REMOVE PCC PAVEMENT AND/OR GUTTER AND CONSTRUCT 8-INCH THICK PCC PAVEMENT. @ REMOVE PCC ALLEY AND CONSTRUCT 6-INCH THICK PCC PAVEMENT @INSTALL 3/8-INCH THICK FELT JOINT FILLER . 0 PROTECT IN PLACE. ® REMOVE EXISTING INTERFERING PORTIONS AND CONSTRUCT NEW PCC CURB INLET LOCAL DEPRESSION PER CNS STD-305-L. 0 REMOVE EXISTING AND CONSTRUCT PCC ALLEY APPROACH PER DETAIL ON SHEET 1. EXISTING W'LY FLOl\l.lNE GRADE----._____ -- 3 3 -:=;-r.: r.: r.: r.: -' r.: -LL LL u.. LL _J LL "' "' 0 OJ "' N 0 0 ~ "' en a, <Xl co en co en "' c-i c-i N c-i N N N OJ N N ----N - s 0.20% 1:: -Ul -Ul -1:: Ul OJ u.. n LL 0 u.. 0 0 ri "' 0 0 n "' n 0 ---0 N 0 <O N ----.,; .,; .,; 0 .,; en .,; .,; N ~ ~ S 0.20% , --:=;---r.: r:;: r.: _J r.: _J _J r.: _J l,_ LL "-"-LL N "' 0 n ~ "' 0 00 ~ en ~ en en m OJ <Xl r---N "' c-i c-i c-i c-i N N N N -~ -~ ~ 2+00 1+50 AVENUE --' _J u.. LL :=;-_J 0 '" "-LL _J r---r---LL c-i "' r----N <O <O _J "' -_J c-i "' "-LL "' -N 0 "' "' N N ... -.,., + -0 "' 1/l 1:: "-LL "' "' -0 --r---N co m en 0) N ro OJ N r---c-i N N c-i --- ,,,..--EXISTING E'L Y FLOWUNE GRADE c:: 2 0 "' r---r---,:,.i c-i -2 r.: c:: r.: ~ Li: "' "' 0 n 0 <O <O <O <O ,.., ,:,.i N ,:,.i N N --... ,.., + 0 1+00 0+50 REF: PEARLDXF; BALBOA ISLAND PLAN 308 ~ ---i--... r.: 3 "' LL 0 .,; <O "' N -u w -.,., + 0 l__ i--... "- 0 <Xl c-,i ;;:; + 0 ~ '---i--... 2 _J u.. 0 0 n "' N ,:,.i -"' (.) m -,.., + 0 -_J LL "' .,; --- -CD c-i - -_J LL 0 "' c-i - 3 2 3 -- 2 3 2 --- o+oo I w ::> z w ~ ~ 0::: <( a. II I II 1 II 1 IIL t -- ' f:::i===== C-3555 RE"1E\\[l) ' /CY. BALBOA ISLAND :=:================:=:1_?~/.~7-r·~A~· ~-• PAVEMENT RECONSTRUCTION _A~ALCMLENGINEER PHASE II DATE /~/;./4~003 PEARL AVENUE DESIGNED SL DRAIIN MGRACIA CITY OF NEWPORT BEACH R-5814-S I--DA-lE-+-B-Y-+---DE_SC_R_IPTI_O_N_O_F_R_E"1_S_IO-NS-----f-AP_P_'D,--+,-cH=E=cK=E~D -R~S=-+=--oA=1f~s-JA=N=2~0=03-'-I PUBLIC WORKS DEPARTMENT SHEET 2 OF 3 \I r .. ,. \:::l I -( -1:1 ~ -~ ~ ;;:, "-~ • I) ~ ~ . --:_,... ( (;'- I ! 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LL .----. ...J --' ,.--,. .----. ,.--., .----. ,--,. ii ii ~ __J -- ':J' ~ __J u.. u.. u.. ~ "' U') r---"" Li. 0 -0 ~ i .,., N ~"' "' 0 .,., 0 __J 0 ii £:.: ii ii Li ii 0.. ii <D t---G: LL.. LL ~~ ii ii ii ii [;: ii G: ii ii -::J' (i ii 1-----1-------+=~----,___-+-<D---------,~CJ--~c+-------+----+---+---~----~-+=------+~----+--l----v -?----,.__-+-..,-----:c .--"""':l---<0---1'"'")--.;1-~..,f m ........ •-m-----OJ-+--------.,.,--+--.,.,------f~ 1------0,-,~-------+-'°--<="'~----+--------t--------< oo oo N J..E... o b ~ v ~ r:t----a r: a o a o a o ~ O? 0 o:i 0) 2 u.. "' 0 OJ ... 0 0 cc n u co rri "" "" n ,.; ,.; ,.; -- en 0 + --- "' 0 ,.; ,.; ..= 0 ... "' ..= u.. ..= "' --N "' m u r---a:: "' ~ w 0:, "' u u u w a, --n a, OJ -OJ + --+ N r-i-:2, :;;: :;;: i ~i± d± I a:::± v v .:!., v~ ~~ ~± ...j-:::t ,..,-<t-rric., ~ a, a::: u a::: a::: < .......... +-"r----+------+--------+-------t----+----+-----+------_____ (.) -ID c.,t-----f~------+----------t------+-=+---~----+------t-OOJ!--Z-----f~----....J ....: w~~ w a, U')...J ~ ... -' ........... +- -I..J.... gu ITT~ lO ~N r,... + ii---,--------------+-----+--ot------+-------+-----+------+ o "'t------f-------+-------+------+-'°"-'-1--------+------+__, --------1-------1----------1 V """" ~ t---LL + ~ ~~ "' ,,., "' 0 0 0 ..= "' ..= ..= --0, ,.; w "' -ro -'" -1- CD FS GRADE, EXISTING MEDIAN FS GRADE, ,.; 1-------+-------11--------+---------t------+-------+------+------"c '---+------+------+----~ "~+--------+-------t-------+--------t------+-------+-----+------t-----+--------+---------j \ S=0.13% \ PROPOSED MEDIAN V> V> Li. Li. [2 [2 <f) <f) Li. u.. "' ~ U') 0 n 0 ..= 0 ..= """ - ,.__ ,:::-OJ ... ~ "' 0 --... N ..= 0 ..= ..= --,: ..= "' -- "' 0 + - <f) u.. ~ 0 n N N ..= "' - <f) u.. ~ U') ~ 00 N -..= ,.; "' "' -- PROFILE SCALE HORIZ: 1 "=20' VERT: 1"=2' <f) <f) a. Li. Li. :,: cn -N ~ u; 0, N n ,,., N ..= N ... u.. "' ..= "' --,,., ..= V> u.. V> u.. "' N <f) Li. ~ ~ "' co ..= N """ I--z ~ N ~ co "' a, N ..= N "' "' --...J ' u 0 N + ... S=0.20% a. I -<f) .,., u.. u; N u.. "' ;:;:; -..= N "' S=-0.11% <f) I,;' 1.n co ON + . w~ .... ~ OJ -N N co ~ 1:2 ~ r±-t-------+------g:J-+-8----gj-+~-<D-----~+,:::-----~--UJ 1------+--<0--+--------j--------j __,N_ _.:N ....: O)Ll...oz N n ..= N ..= "' ...... -..;;j--... ~ ... ~ .-a, . ..= --~ ~ -~.-~ ~ l----+--------+---+-----l----------+--------f------+------+"'l------1--1-------1-------l U') U') + ... 0 "" + "' 4 3 5 4 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 ~ ~ ....J ....J ....J ....J z I <( I <( Oz I z O I I .!-j i: 4' ' :i j g ' I I I I .!-11 40' 1¥1 ~ I I 11 I I z O I \ C!lwt, ~· 'I I'.";'::-. II o i + wt-- I m ~ I I (<J.o> A , I 6' 11, 14' 14' ,11 6' ! "" <;'-' I + I I I (<1.,,9 "i' 6' 14' 14' 6' • '!> ,0 I I I ~ ~ I r, r::-. ! !1 ' ! u.. \ • ro SCALE 1'' = 20' 11 ~· I , 2 J I I I I ' I ! ,/ \ \ \ \ 3 ---- ----- -----i-11------....- PARK CONSTRUCTION NOTES 0 REMOVE PCC PAVEMENT AND/OR GUTTER AND CONSlRUCT 8-INCH lHICK PCC PAVEMENT. @REMOVE PCC ALLEY AND CONSTRUCT 6-INCH lHICK PCC PAVEMENT Q) INSTALL 3/8-INCH lHICK FELT JOINT FILLER . 0 PROTECT IN PLACE. ® REMOVE EXISTING AND CONSlRUCT PCC CURB ACCESS RAMP PER DETAIL ON SHEET 1. (}) REMOVE EXISTING AND CONSTUCT PCC ALLEY APPROACH PER DETAIL ON SHEET 1. ® CONSTRUCT COLD JOINT. ® REMOVE PCC CURB AND CONSTRUCT TYPE "B" CURB PER CNB STD-182-L @REMOVE AND INSTALL NEW PULL BOX PER CNB STD-205-L AVENUE 3 .~~·ti? -ili··••I 6"! • " j .. " J ·-:-,- REF: ABALONE.DXF; BALBOA ISLAND PLAN 308 --------------\\ L _________ _ 7 --~'----L----~ '----~•- \------ \ \ C-3555 1----+--t--------+----1~~1 1/)'/. BALBOA ISLAND I--____J___j___ _______ __j_---1---'-Mf~-&-~,;1_,,{.~r.f"~f0/J~-~• PAVEMENT RECONSTRUCTION PRINCIPAL CML ENGINEER p HASE 11 DATE /i~:;:~ 43003 PARK AVENUE DESIGNED SL ORA\liN MGRACIA CITY OF NEWPORT BEACH R-5814-S o--+----+----------------+------!!--E~C~E=o---,.,D~ATE~----1 EET DATE BY 0EsCRIPTION oF REV1sI0Ns APP'o. CH K Rs 15 JAN 2003 PUBLIC WORKS DEPARTMENT SH 3 or 3