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Home My WebLink AboutR_5692_S~·, :r: u a: w i:r:i z 0 I-L9 z ,_, I-z ::::J :r: LI.. 0 >-I-,_, u AIH15 AVE. CITY OF COSTR MESR VICTOOIA . ..., > a: §i '" ~ 0 !E ~ ORAl'a COAST COLLEGE ST. 9i' 9.<I> ~ 1 ,J--"'19._,.lH.__l--"-ST'-'... _· -hl a: ... t\ ~ L ___ .....____C,. ; I I I I ~, ~ ,, N~ 1 • ru PROJECT SCALE: I' = 4400' .! ~ - "' -I:: Bfi<ER OlffiGE co. FAIRGROUNDS SYMBOL LEGEND -0---POl,ER POLE 0 MANHOLE 'b' FIRE HYDRANT D METER BOX -----0-------VALVE POWER POLE ANCHOR Q MONUMENT -x-x-x-FENCE WALL 0 .LLL LLL .LLL _LLL I I TREE SHRUBBERY ASPHALT PAVEMENT BRICKWRLK CONCRETE LL//////yj BUILDING er ~-:::::Ja GARAGE DOOR EXISTING CONSTRUCTION PROPERTY LINE NEW CONSTRUCTION ---t.--. CENTERLINE ----5----SEHER LINE -----W-----WATER LINE ---G-- -GAS LINE -E-POWER LINE -TEL -TELEPHONE LINE -TV--CABLEVISION LINE , -SP --SPRINKLER SYSTEM CITY , OF ' IRVINE DR. U. C. I. • ' . . PUBLJIC • ' DEPARTMENT .SlFlEEr ~M~d1Fl~DVEME~r fa\.r lfa\ JOl lfa\ []Fl~VE P~~[] Cl~FF []Fl~VE C=31Jl9 APPROVED: PUBLIC iVORKS DIRECTOR R. C. E. 16791 APPROVED: ) 17o¥17RL~---;::::_J I '---/ «?<2~ I HOSPITAL ROAD ~ W~<) ab &Vi ~ N PROJECT ,-.__ CJ PACIFIC ( _..__ CLIFF DR. -,,,,'l?r 2 lOCA 7r I OINI MA~ NTS ITY ENGINE~ R.C.E. 24967 / .· ' I.,_...., ,/ f ; '----' ; DATE: ORTE: EMERGENCY-TELEPHONE NUMBERS CALL TOLL FREE 1 ·BOO· 422 • 4133 BEFORE YOU DIG AGENCY SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY PACIFIC TELEPHONE COMPANY CITY OF NEWPORT BEACH (PUBLIC UTILITIES) 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 I u~v~nMrl~ DATE SENIOR CIVIL ENGINEER R.C.E, NO. 35086 DESIGNED DRANN SL M GRACIA CHECKED -DATE MM 13 Feb 1997 ~YESSJa ~~1. ~ .... [;}~~ No. 332 xp. 6-30- l'JVIL Op CAL\ ' t AT 249 LA JOLLA DRIVE GIE NIEIFRAIL N07rlES l. ALL HORK DETAILED ON THESE PLANS TO EE PERFORMED UNDER CONTRACT SHALL, EXCEPT RS OTHERWISE STATED IN THE CITY'S STANDARD SPECIAL PROVISIONS, OR IN THIS CONTRACT'S SPECIAL PROVISIONS, EE CONSTRUCTED IN ACCORDANCE _HITH THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION," 1991 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, AND FINISH TO ADJOINING IMPROVEMENTS. CONSulPJlUCuDON NOulES '!'---CONSTRUCT TYPE 0 8° CURB WITH 6-INCH CURB FACE PER CNB STD.-182-L, ~ EXCEPT AT DRIVEWAYS f.'HERE CURB FACE IS 1/2 INCH. (DsAHCUT AND REMOVE EXISTING ENCROACHING IMPROVEMENTS. WSAHCUT AND REMOVE ENCROACHING PORTIONS OF EXISTING DRIVEWAYS AND CONSTRUCT 6-INCH THK. P.C.C. RESIDENTIAL DRIVEWAY APPROACH PER TYPICAL CROSS SECTION DETAIL HEREON, X=2.5'. ©REMOVE EXISTING AND CONSTRUCT 8-fOOT WIDE P.C.C. CROSS GUTTER PER .. RPPLICAB,LE PORTIONS OF CNB ST□.-185-L, CROSS GUTTER VEE SHALL BE 2' MINIMUM. , ®-----REMOVE EXISTING ASPHALT, BASE AND NATIVE MATERIAL SUFFICIENT TO CONSTRUCT NEW SECTION. ®REMOVE EXISTING AND CONSTRUCT TYPE 'A' P.C.C. CURB AND GUTTER, WITH 8-INCH CURB FACE PER CNB STD.-182-L. GRADE HILLSIDE TO PROPERTY LINE WITH 2:1 MAXIMUM SLOPE. 0;::::REMOVE EXISTING AND CONSTRUCT TYPE '8' CURB WITH 8-INCH C.F. PER CNB STD.-182-L. ®REl'IOl'E EXISTING l\'11l CONSTRUCT 6-INCH TH!Cl< P.C.C. R0/1Dlffi ON NATil'E WITH 90¼ MINIMUM COMPACTION. ~ PLACE 6-INCH THICK AGGREGATE BASE. @PLACE 2 112-INCH THICK A.C. TYPE III-B2-AR8000 BASE COURSE. ~ PLACE I 112-INCH THICK A.C. TYPE III-C3-AR4000 SURFACE COURSE. @sAWCUT AND REMOVE ENCROACHING PORTIONS OF EXISTING DRIVEWAYS AND CONSTRUCT P.C.C. RESIDENTIAL DRIVEWAY TYPE II APPROACH PER APPLICABLE PORTIONS OF CNB STD.-163-L. ~REMOVE EXISTING ASPHALT ROADWAY, FILL WITH TOPSOIL, LEVEL AND SEED TO MATCH EXISTING GRASS. \!j;CONSTRUCT 6-INCH P.C.C. DRIVEWAY, FINISH TO MATCH EXISTING. @=-REMOVE AND SALVAGE EXISTING ENCROACHING IMPROVEMENT TO PROPERTY LINE, RECONSTRUCT TO JOIN NEW STREET IMPROVEMENTS PER DETAIL ON SHEET 3. PROVIDE NEW r.ATERIAL WHERE APPLICABLE @coNSTRUCT 4-INCH THICK P.C.C. SIDEWALK FINISH TO MATCH EXISTING. ~REMOVE EXISTING AND CONSTRUCT TYPE 'A' CURB I\ND GUTTER WITH VARIABLE HEIGHT CURB FACE • (6" TO 9" l, I-FOOT GUTTER PER APPLICABLE PORTIWS OF CNB ST□.:-182-L. @REMOVE EXISTING AND CONSTRUCT TYPE "A' CURB I\ND GUTTER WITH 6-INCH CURB FACE, I-FOOT GUTTER, PER APPLICABLE PORTIONS OF CNB STD.-182-L. @-REMOVE EXISTING AND CONSTRUCT P.C.C. ALLEY APPROACH PER CNB ST□.-142-L, TYPE 'C'. @ADJUST WATER VALVE TO GRADE. @=-ADJUST srnER CLEANOUT TO GRADE. ' @REMOVE EXISTING AND CONSTRUCT DEPRESSED TYPE "A" CURB AND GUTTER, WITH 6-INCH CURB FACE, I FOOT GUTTER, PER APFLICABLE PORTIONS OF CNB STD.-182-L AND CNB STD.-182-L-A; CASE E. CURB HILL BE DEPRESSED TO ACCOMMODATE FUTURE CURB ACCESS RAMP. @-coNSTRUCT 4-[NCH THICK P.C.C. TRANSITION STEP TO JOIN RECONSTRUCTED HOOD STEPS PER HOOD STAIR DETAIL ON SHEET 3. SCALE I'= 4' / / ; / . •:· ··•-·-I •· • • •1/>//'> . J/ I . '· ·.· -: .. - . ·. I I I I . ! I R-5692-S SHT. 1 OF 3 13 Feb 199? ~ . :;, a " § • g 0 . § 0 " a • e b ~ g -- " . " a !i I t I a 'S " ~ 0 ~ < ffi " 0 " , ► " tl " ~ 0 0 < 2 C < m m 0 D " , ► 0 ~ D 0 ~ 0 0 < z C < 0 m 0 D ~ ► 0 ~ 0 ~ 0 0 ' 7 u z ~ z m n " ~ 0 en z j, ~ z I 0 5 n 0 n ~ 0 n ~ " z ~ < z !TI n ► C ~ 0 n z j, ~ \;: z I 0 r 0 n 0 n ~ 0 ~ 6 z ~ z .m n " " 0 n z j, ~ \;: z I 0 5 n 0 'il 0 ~ Vi r ...... Gl z. C <' OJ m :0 0 :0 P- ~ -, .c::. Gl z C --, :S CD m JJ :::0 I 01 i '.j) /(.9 I\) I (l> 0 :0 ;g: < z Gl z C < CD m :0 0 JJ ~ z CENTERLINE • ' 461------+-------+------+-- • ' - • -s:, he s--\"l• --• ,.. s20 • --~<"-----1------+------1------+------1------+------1------+------1------+--------1 1S " " ----"0 • S' ---1S -.>s n•t '' ~---rst"'--o rs; ·Se,-, f'/.. c-~O.Qo ~<re ~ 2:o' 1, 'CJ, o?---02 C< •• '-'Z!:_; s~-~----"i---1/'-.>1 """; f'/..~1 , --01 r{e "-'S re ?>-{p--._ . __J t~E.'LY CUr!EI Lli\!E 42 o-------+-----+--r11. ~-_1--,,=~==----+-"'=::..____~12 . .>.>·1-28';-,,1--Ii:: u -+-----+------+-----+------'------+------+-----+-------+-----+-------+-----+-------+-------1 , , z g;i r1,2 ;:-< ".:i u"' , PROF I LE SCALE , , ' ' -135 •?;,F'J,"IJ ~a.:~~ ' ' 38 >-------+------+------+-----~ l;! ~ "¾ '.;: ~u -+------+------+-------! HOR. 1" = 20 ' 1-------1------+------+------+------+------1------+------1 ~ x ~ w VERT . 1 " = 8 ' "<t";W M 3+00 2+00 ii +5(0) 0+5(0) V, ;:; c: a i;:: FF=64.28 ). i ~ :1 ,-:ei 2i 2i •• !41 ~ •249 • ;::! ' ~~ a:"- 82 18 NW'LY CURB 14 10 ~·· CENTERLINE 14 10) l\!E'LY CURB 6~ ij2 I I I >-~1 ·237· ~ I ;;; ~ ,~ 1>-I,.: I ~---ir ""'-""'"'-':s,"'-"""'-"'-~ I :E ~~ g ~ I 1 ·225· 1 ·229· c::'c? 1 ·233· ;;;a ,,,0 , "'~ m"' 1 ·24!· 2 ;t;c, ~,z ·245· ~la ola , II • II. I rEPST.BLOCK , 8LO 5 0 ·301· , _..-,- 1 1 EX Q-18-IN o, °' 1 i!;0 :;~• ~o If~ 1 _ Q ct1(!j, ~lo ~12 \\ ;_.11 I 1WAkL 2X-1 i-,~ 0 ~ 1 .--1 ~ I UNKFENCE • "!"> I r,i:'i "'"'I"'~ "'[-;3 EXIST RR I 16 ' ' w 1/5 • -1>--1 1-.>--1· -\ I W j 00 I -----:t -{;.> ~-. µoIN 13 "-'.. ~ w JOIN "' TIE STEPS • @ : . : . ·-.".:'.'JOIN : DWY • i1i'l \ ,,.K~1--,\ I· -JoiN , ;: 11 ------- -~ LINE • ' -- LINE - 2 E~-c.~~"i 0,JOIN-,t~:n\ '-" ~:, ,:~~!:~~ □ c~ + + '/j~ l • •• ~-jyi~\ ! ' ~: ~ , -~~M 1// ' I -I I • 11 3 oWM M: lB~X ~! ;" CT\ \ -.cc R=,3' ~-j c-D:r pp~~~ ~ ~ ~+,::--~---)< ~L=~ cc~==~~ec::'.':~;:~;::----~- . 0 EX. 18 S.D. if'~ .;, ; •. •. • .••• /, ~t-//: . · .. ·· -'-~~ . •.••....•... JOIN_/ Ml'/' ;.,!3. "' '/ m ;,,! '/ 2-_i '/ ~ V7"--~>,.--:,,/ --,-iP.':j.~(~~'1/7'-~=~---· ·-·~·-,,77~·-~~;;;,~,--~---Ji-·, v'_ 7~ _.,.,<(;~-9 _,,.. -·:,::::--....--:<-·~r _,,,,,,...,, 0 1f,b ¾ #$' 'iW RORDHAY. • ~ . • •. • • ~--. . • = · · · · ·~ -IS • "' N = ®\ cJL 8 _-ii. 1--•• "'° - ru //'¥i , ; ,·· ..• : .:,. ·:: "·. . ·-.. .·• ~ . • • • ON NATIVE (\_15)& /, /, 23 /,T I -6 ... r., f .t,,.-'(. _,/ ..-c-• ;;,b-"'° ---- ~----¾ ¾' #$': / \ ~t_ >· . .':,~'~ dj ~~ ,.. /. ,/, -,/. -' . I / . . == /, HV \ \i.J '".I; \ (,• c,,~ Jr:,-<--;;?r"'° _ __,.-- -\--; -----t\--\t® -----,II ~ ----~ ' \ ·214· PARKINGSLAB' \ EX.QJRB ~x \::-~;!; ~Vw<:15it 5 1\ ~ /\::-\ 1, EX.WOODHEADER %, ~6E~-H~LL77//////// ""co'°U ~i1. 't-'i--•I', \ /-$' 1 // / ' ' {,!," w \::-1 .,; ,,,_. ¼' _,a..15 23 I EX WOOD HERDER ' 1' J\' .,}, ~ +' • ' 1,C,ll ~\ ~ /;; 1 CONSulRUCuOON NOTES • " z~ 15 ~,,-M§,!;Sii: \ • \ \ SEE DRIVEWAY ,,---c, ' ~\ \ 1// 1 g a ' "'t,:"-•226' 1 •230· DETAIL ON SHEET 1 : !ll \ 1I\. \ ,,,Iii I CD---C-O-NS-TRIJ_C_T_T_YP_E ___ B_·_c_URB_H_I-TH-6--I-NC_H_QJR_B_FA_CE_P_ER_CN_B_s_rn _____ lB-2--L-,---·218· \ -222-"' \ EX. HOOD STAIRS ;~, EX. CONC.STAIRS \ ~"f;t;:',CURB DATA ~ e, \ \'o'"''f O 'IC// I - - ®~!~:~ :~□D:~~~Y~x~~~G~~CR~:~~I~~ :~R~:ENTS. \ EX. WOOD STAIRS~ \ EX. WOOD \ AND RAILING \ {y f:~5·5?'.59• :E w ' ~I ~ d \ <' tj, '\ RETAINING WALL '·'M 11\ ,;,-, ~ \ \· ~ ~ L=l5.28' n -\ii. ;;.,.\ . .-. , •.. 1.1. '2,r--SANCUT AND REMOVE ENCROACHING PORTIONS OF EXISTING DRIVEHAYS AND. CONSTRUCT ~~-~ , ~ 1, I:'' .,....-. .1 ~R6~§Hst~io~"fii:iArf~~ro~!,,~~~Y~riflY APPROACH PER TYPICAL [L IN. JJ O [L [LA\ I I )) u l) n V E CLi~~5DRIVE \\ ~\ tP ~\ .-t) "i;\ \"'' SCALE: 1"=20' (DREMOVE EXISTING AND CONSTRUCT 8-FOOT HIDE P.C.C. CROSS GLITTER PER ERST ij: ~ ---U LJ 1= '\~. ~ ~ ·\~ o APPLICABLE PORTIONS OF CNB STD. -185-L, CROSS GUTTER VEE SHALL BE 2' MINIMUM. I --__ --__ --__ --__ --_ ~\ '\\.~ . _,..., \ ®--REl10VE EXISTING ASPHRL T, ERSE AND NATIVE MATERIAL SUFFICIENT TO CONSTRUCT HEST 11. \ \ \ ~ \.:"-' NEW SECTION, 1 S' 20, 3 , TO 5 , -~~~... 11,-.___ (jJ ®REMOVE EXISTING AND CONSTRUCT TYPE "A' P.C.C. CURB AND GLITTER, HITH 8-INCH CURB • I ~v-oVESSiiiir,, , ii- FACE PER CNB STD.-182-L. GRADE HILLSIDE TO PROPERTY LINE HITH 2: I MAXIMUM SLOPE. i 1 ~~ J ::!l. ~ \ i1 0;::: REMOVE EXISTING AND GONSTRUCT TYPE •B• CURB HITH 8-INCH C.F. PER CNB STD.-182-L. , ~,-'¾,. l 5 ' " ' 5 ' t f ' 1 (/§ ~ • lb];. I , \ \3' @PLACE 2 112-INCH THICK R.C. TYPE III-B2-ARBOOO, BASE COURSE. ., 2 / •·' .. " ,,,,,;,:.=-== x •• . •.. : No. 33277 t7 / ~PLACE I 112-INCH THICK A.C. TYPE III-C3-AR4000 SURFACE COURSE. • •• ·\ , .·:·· §§§§ '1 • ::. ~,"'c.,;;;;-=_-=_ 4 -=_-c-;_.:---~ Exp. 6-30-98 @sRWCUT AND REMOVE ENCROACHING PORTIONS OF EXISTING DRIVEHAYS AND CONSTRUCT P.C.C. -, ;. ·.•<. : .-.,: =oc----v,;_:'.l~,,,,.~~~-=,c--~--!::j \_ ----1 :J),i,,.,, C'IVI\. ,;,;._',.',, RESIDENTIAL DRIVEHAY TYPE II APPROACH PER APPLICABLE PORTIONS OF CNB STD.-163-L. """ .,_ , ~ EX. P.C.C. 1 "~,:,-:,;-c_;_=.c-;:;;C...,_; @sREMOVE EXISTING ASPHALT RORDHAY, FILL-HITH TOPSOIL, LEVEL P.'ID SEED TO MATCH EXISTING GRASS. " "" -" ffi DRIVEWAY I -" OF CALW ~CONSTRUCT 6-INCH P.C.C. DRIVEWHY, FINISH TO MATCH EXISTING. TYP I CAl C!ROSS. SECT I 0~ . @=-REMOVE AND SALVAGE EXISTING ENCROACHING IMPROVEMENT TO PROPERTY LINE, RECONSTRUCT TO JOIN NEH STA 1+50 TO 3+54 N. T. S. BENCHMARK STREET IMPROVEMENTS PER HOOD STAIR DETAIL ON SHITT 3. PROVIDE NEH MATERIAL WHERE APPLICABLE. IE 6868 REF: R-5400-S @coNSTRUCT 4-INCH THICK P.C.C. SIDEWALK FINISH TO MATCH EXISTING. @-ADJUST HATER VALVE TO GRADE. • NOTE: RL~E ci~5~f!ff2i~~LL ~~~Ly~~:\~~~4 @=-REMOVE EXISTING AND CONSTRUCT TYPE "A" CURB AND GUTTER HILTH 6-INCH CURB FACE, @ CONSTRUCT 4-INCH THICK P.C.C. TRANSITION STEP TO JOIN RECONSTRUCTED EL. 5.416 I-FOOT GUTTER, PER APPLICABLE PORTIONS OF CNB STD.-182-L. HOOD S1IPS. SEE HOOD STAIR DETAIL ON SHEET 3. , . . DATE BY DESCRIPTION R E V I S_ I O N S SENIOR CIVIL ENGINEER R.C.E. NO. 35086 DATE ? 1~/en APP'□, DESIGNEU SL □RAHN M GRACIA CHECKED □ATE MM 24 Feb 1997 C-3119 JOl.LA SOUTHERLY OF CLIFF DRIVE CITY OF NEWPORT BEACH R-5692-S PUBLIC WORKS DEPARTMENT SHEET 2 OF 3 :{:---) ~ .,..-·"-(\ :§ e ~ I s ~ g C 0 0 ~ ~ ~ ~ ~ s , ~ 0 g ~ I I I e 0 • s 0 E < ~ " D ' " > " s 0 5 ~ w ' z C < ~ " D ' " > " " m D " D m • • ' z C < ~ " 8 , ., " z ~ z "" n ,, C ~ 0 n z " ' ~ z I 0 r 0 n 0 " ' 0 ~ " z ~ $ z !" n t ~ 0 n z ~ N ' > z I 0 r 0 0 0 D ' 0 D ~ " z ~ z !" 0 ,, C ~ 0 D z ~ ' ~ z I 0 r 0 n 0 D ' 0 ~ uJ z C < DJ m ::D 0 ::0 ~ :f z uJ z C <' Cil r11 :0 ;Jj I " (11 0) (f) ;\) I Cf) 0 ::D :-r;, :f z uJ z C < DJ m ::D 0 :0 ~ z N'LY CURB LINE ' ,, . ' ~ ' CENTERLINE S'LY CURB LINE SCALE: 1 "=20 ' 11!$ 14 12 •' . ' ~ ' 14 12. 1tOI ?s (~ ;,s • .9.o-r;,s -0,, r.1_ 09 fj • 9,, "(_/ l't.; ------------ S=-0.30 % ;,6 r;,:6. 00 r;,6 "' r;,6 ·Oo,., • /9 u . o,, I_ • 09 f)_ Fz_; "' "' I)_) 1-'t_; "' <D u u.J "' <D + 0 39.27' . ' ~ ' ----?s r;,6 ;,6. a ------?s r;,s ·89 ------( ;,,, r;,s -a8 •a,;:-s/'s· • I l;:-s': f's --"'s -0, ·6"' f's ~ •06,-, f's rs; z •l9r S in o r, au + ruZ ~ 14 r};2-sO ;:-, r;,,, ;,J.ao S; • ,,fj f's g --+------'=~+-----+----+--------j'----+-----+-----+-_:_:_---+-----+---------j 12 CENTERLINE ·Sa S l"s; ---+----------l----+------l-----'----~1t01 PROFILE SCALE 1!$,B t---------+------+------+------+-----+-----+-----+-----+-----+------------1 HOR . 1 " = 2 0 ' 40' 18 CURB DATA R= 25' L=39.27 l>=90 00'00' T=25' BCR e; u.J <D v ·3016 • 7l +(Q)(Q) "' "" u tii ~ ox ~ u.J -z ·3012 • ________ _J__ g --------- --~-EXIST. 3" R.C. ON NATIVE ---1. - - ---'-'7t - -_._ - - -_,__ - . "" N 7l-l-(5(Q) I I I I I ·3006 • -J_ -----------_ _L ----- JOIN 2~ -'-·~·--~--~ ~"-----~--•---,--' VERT. 1" 4' NORTH Ff. 13' BENCHMARK IE 6868 LEVEL YEAR 1974 ADJ. YEAR 1976 EL. 5.416 . in 27' REF: R-5400-S CONSlrRUClrDON NOlrlES (D--coNSTRUCT TYPE '8' CURB WITH 6-INCH CURB FACE PER CNB STD.-182-L, EXCEPT RT DRIVEWAYS WHERE CURB FACE rs 112 INCH. ©REMOVE EXISTING AND CONSTRUCT 8-FOOT HIDE P.C.C. CROSS GUTTER PER APPLICABLE PORTIONS OF CNB STD.-185-L, CROSS GUTTER VEE SHALL BE 2' MINIMUM . ©-REMOVE EXISTING RSPHRL T, BASE AND NATIVE MATERIAL SUFFICIENT TO CONSTRUCT NEW SECTION. ©-REMOVE EXISTING AND CONSTRUCT TYPE "A' P.C.C. CURB AND GUTTER HITH 8-INCH CURB FACE PER CNB STD.-182-L. GRADE HILLSIDE TO PROPERTY LINE WITH 2: 1 MAXIMUM SLOPE. , @PLACE ~-INCH THICK AGGREGATE BASE. , ,, ,,, @===, PLACE 2 112-INCH THICK R.C. TYPE III-E2-RRBOOO, BASE COURSE'.' @PLACE 1 112-INCH THICK R.C TYPE III-C3-RR4000 SURFACE COURSE. , @--REMOVE AND SALVAGE EXISTING ENCROACHING IMPROVEMENT TO PROPERTY LIN£, RECONSTRUCT TO JOIN NEW ~ , STREET IMPROVEMENTS PER PLAN ON SHEET 2 AND DETAIL BELOW. PROVIDs.NEW MATERIAL WHERE APPLICABLE. ' @REMOVE EXISTING AND CONSTRUCT TYPE "A' CURB AND GUTTER WITH VRRI~LE HEIGHT CURB FACE (6' TO 9", 1 FOOT GUTTER PER APPLICABLE PORTIONS OF CNB STD.-182-L. @--REMOVE EXISTING AND CONSTRUCT TYPE "A" CURB AND GUTTER WITH 6-INCH CURB FACE, !-FOOT GUTTER, PER APPLICABLE PORTIONS OF CNB STD.-182-L. @REMOVE EXISTING AND CONSTRUCT P.C:C. ALLEY APPROACH PER CNB STD.-142-L, TYPE "C' . @=-ADJUST WATER VALVE TO GRADE. @ ADJUST SEWER CLEANOUT TO GRADE. ~REMOVE EXISTING AND CONSTRUCT DEPRESSED TYPE "A" CURB AND GUTTER HITH 6-INCH CURB FACE, ~ 1 FOOT GUffiR, PER APPLICABLE PORTIONS OF CNB STD.-182-L AND CNB STD.-181-L-R, CASE E. CURB WILL BE DEPRESS TO ACCOMMODATE FUTURE'CURB ACCESS RAMP. Mo\ CONSTRUCT 4-INCH THICK P.C.C. TRANSITION STEP TO JOIN RECONSTRUCTED '!:;/ WOOD STEPS. SEE LR JOLLA PLAN ON SHEET 2. SEE LR JOLLA DRIVE ON SHEET 2 N.T.S. TYPICAL OnOSS SECTllON N.T.S. PROPERTY LINE 27' NOTE: ALL CONCRETE SHALL BE 560-C-3250. 13' SOUTH Ff. I, I I C-3119 i---+--+------t---1Acr Su~EET !MP~OVEME~u DRTE SENIOR CIVIL ENGINEER R.C.E. NO. 35086 5{13/q-7 Cl~ f'f' DR~VIE EASTERLY OF LA JOLLA DRIVE DATE BY DESCRIPTION RPP'D. DESIGNED SL DRRNN M GRACIA CI TY OF NEt~PORT BERCH R-5692-S 1---~-~--R--E-V_I_S __ I _O_N_S __ ~--+C~H=Ec~K=rn---+D-R-TE ___ _, MM 24 Feb 1997 PUBLIC WORKS DEPARTMENT SHEET 3 OF 3 I ~ I 0 r 0 ,'i ~ n D 0 a ~ ~ . ~ a ~ " ~ D 0 ' z 0 C z • < D 0 m " D " C ~ 0 " $ " z )TI n ~ ~ 0 ~ 2 j; "' ~ z I 0 5 , ~ n " D 0 ~ D ~ 0 m 0 ~ D ~ w s < z □ , C z • < • ~ " ~ D a ~ 0 a > ~ " !" n > C m a ~ z s "' ~ I 0 r 0 n a ~ "' 0 ~ tr., ~ z C £ (!J m JJ 0 JJ p ~ z GJ z C $~ DJ r,1 JJ ::0 I ', (JI 0) lw I\.) I U> 0 JJ :r.,. < < z GJ z C < (D rn JJ 0 JJ ~ < z