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Home My WebLink AboutR_5740_Si BAKER L= ti c;S _1;;..j· ---/1---~Afl~IM~S~:;:_AVE.:::...___,....-+---;:, 1 ~ cl -k ~ "" "'"~~ ORANGE ~ R" COAST ,:f{f 'v COll£GE m z 0 f- CITY OF COSTA MESA ORANGE CO. <' "S :0<, ->..1 -i--* / (n ~nv FAIRGROUNDS Q c1, 'vi I I 0 gj z ~ i ~ I ~ g 3 ~ I I LL Y1CTORIA ST. w :;;; 19TH ST. 0 -INDICATES AREA SHOWN ON LOCATION MAP VICINl1Y MAP NOT TO SCALE SYMBOL LEGEND -®- 0 V D ----®- 6 -x-x-x- 0 CJ0 .La. .a.t. ~ .ll,/;.. i:i:i::::".: \:\:\ 1 • · • •. ·1 : . . . ... . . .' . : ~.::::.::::~.:::://.//~ ---<i.--- ----s---- ------W- ---G--- --E-- -TEL- -TV-- -SP-- :a: -$- POWER POLE MANHOLE FIRE HYDRANT METER BOX VALVE POWER POLE ANCHOR MONUMENT FENCE BLOCKWALL TREE SHRUBBERY ASPHALT PAVEMENT BRICKWALK CONCRETE BUILDING EXISTING CONSTRUCTION PROPERTY LINE NEW CONSTRUCTION CENTERLINE SEWER LINE WATER LINE GAS LINE POWER LINE TELEPHONE LINE CABLEVISION LINE SPRINKLER SYSTEM STREET LIGHT BORING LOCATION UPPER NEVIPOR1,-=~ BAY 1, fjj JCI 0 3 Co UNIVERSITY OF IRVINE U.C.I. PUBLIC WORKS DEPARTMENT "' STORAGE '.Q YARD &. _J RESER. ~ 32ND ST./NEWPORT BLVD. STREET REHAB~l~T AT!ON AND 30TH ST./NEWPORT lBL VD. STORM DRA~N IMPROVEMENTS RD. 8; C-324-5 APPROVED: __ _____;(U::;<,,=<=-..::w_'1 ________ 2--=/s'---'-/4_e, __ _ INDEX OF SHEETS SHEET NO. 1 2 3 4 5 6 DESCRIPTION TITLE SHEET 30TH ST. STORM DRAIN IMPROVEMENT PLAN. NEWPORT BLVD. STORM DRAIN IMPROVEMENT PLAN. 32ND STREET IMPROVEMENT PLAN. NEWPORT BLVD IMPROVEMENT PLAN. NEWPORT BLVD CROSS SECTIONS. Also, STRIPING PLAN T-5791-S AND J/8" t> t> t> I " I 14' lroll.15 EXl~T. AC PAVEMENT t> IS VERT. e 12" O.C. __ _ IN CENTER CF fH.L (!YP. FU fR..LSl SIGNAL MODIFICATIONS PLANS T-5405-S, T-5650-S, AND T-5798-S R.Lt11/Ul Cl~O<ER PLATE "' d t> 15 e e· EA:H lflY CENTER(□ 6' 15 e 12· o.c. 15 ll'.l1!Z. @ 12" O.C. !BOTH lf!YSl ITYP. 1H R(ffi lffl SIII lfl..LSl I I ~ CONST. 111..ET STEPS '--_..J~R Dill STIH&I-L I' RADIUS GATE Lll'T WIT"JI CONTt,DL5 , E ~, '.'Ww : ;'. fJDWEL ML BAK TtJ EXJ'6r. lOAIC. _,__ WlHIJ.J"I "ffYA" EPoXY rel<': /(./!!0 4or~ ""' t:.6lUAL ePo,. r' ~u r. (~1ZE ro MATO! ex,~Ttr-16-) ~E.E, PGT,.\IL ':.~~MEET Z 0F6 FoR Pf-5P0:5,,na}J tJF l!!t!LKH£AP. 15. SECTION A-A DIRECTOR OF PUBLIC WORKS RCE 16791 DATE PROJECT LOCATION LOCATION MAP NOT TO SCALE mo¥! OC R-1□ INSTfl_L PU.L BOX PER CNE STfr-205-L (GRCWO ---, -=r= "ITH ~o ROD) ,.,,,--/f?&.IC 5(.f)I-JIYIT '~ ~ n -T -I'" M, Nf£PEP TO ctNf,T. £Xl5T aJfl.8 FACE/ TIVI< .§Ana-,!STPUCT. TO TIIR GATE CONTRCl LNIT • I ----IP.e,. PROVIOC FNll JNSTfll lfl,ID._E FRfl'1E A»D COVER PER CNE STfr-112-L I 2-318" THICX, fl_Lt1H..U1 LOCKAII..E Cl-£CXER Pl.ATE . a, <D <D . = A ' . ' : ' ' ... :' ' ' ' ' -------- --1--, ' I ' ' --•-- . a, I I I • '[' I . • INN I 3'-1 ~. 1 , 1 1 / A'.------1-Fl I I _____ JI_// I I I I I I I --+------'-J--f---r-'i_ OF SLUICE GHE I I I I I I I I ---!-1-\/ I I '---1~ I/ ~--------.L_ ___ __,,,__-i I I I I I PLRNJ VIEW DRAINAGE ISTRUCTURE Nrsl I / / l'-IVET STAl~ESS STEEL 4':.4", )f MIU. HI~S JO COVER fl.ID SECURE / / HJTH 4 -112' DIA. X 3/e" I I . I I I I I I I I I I I 1 APPROVAL RECOMMENDED APPROVAL RECOMMENDED GENERAL NOTES 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 SPECIFlCATIONS FOR PUBLIC WORKS CONSTRUCTION," 1997 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 OF CONSTRUCTION. 3 ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN "GRADE, COLOR DIMENSION, AND FlNISH TO ADJOINING IMPROVEMENTS. CONSTRUCTION NOTES AND QUANTITIES STREET IMPROVEMENTS (}) @ 0 0 0 @ 0 @ 0 @ @ @ @ @ @ @ @ @ @ REMOVE EXISTING PAVEMENT AND EXCAVATE FOR PROPOSED STRUCTURAL SECTION. (SEE SHEET 3 OF 8 FOR EXIST. PAVEMENT SECTION) COLD Mill EXIST. AC PER DETAIL SHEET 4 (VARIABLE THICKNESS) COLD MILL EXIST. AC 2•• THICK, WIDTH AS SHOWN ON PLAN CRACK SEAL EXIST. PAVEMENT AND INSTALL PAVEMENT FABRIC. CONSTRUCT 2• (MIN) AC OVERLAY CONSTRUCT 2"' AC BASE COURSE. (OVER NATIVE) CONSTRUCT 8"' CRUSHED AGGREGATE BASE REMOVE EXIST. CURB & GUTTER, AND RECONSTRUCT CURB & GUTTER, TYPE ',J • PER CITY STD. PLAN 182-L (VARIABLE CF) JOIN EXIST. SIDEWALK ELEVATION. (EXCEPT STA. 13+50 TO STA. 14+17.15) ADJUST SEWER/STORM DRAIN MANHOLE COVER TO GRADE. ADJUST WATER VAL VE COVER TO GRADE. CONSTRUCT 2' WIDE FULL DEPTH AC, SEE DETAIL SHEET 4 OF 8. ADJUST GAS VALVE COVER/GAS METER TO GRADE (BY OTHERS). ADJUST MONITORING WELL/ SURVEY MONUMENT TO GRADE ADJUST EDISON, TELE. MH/VAULT TO GRADE (BY OTHERS). CONSTRUCT ALLEY APPROACH, TYPE A PER CITY STD. PLAN 142-l CONSTRUCT 2" WIDE CURB OPENING. PER DETAIL THIS SHEET. CONSTRUCT COMMERCIAL DRNEWAY APPROACH, TYPE 1 PER CITY STD. PLAN 160-L. (W & X PER PLAN) REPLACE EXISTING TRAFFIC LOOPS IN KIND PER T-5405-S. T-5650-S. AND T-5798-S REMOVE AND RECONSTRUCT PCC SIDEWALK PER CITY STD. PLAN 180-L. (WIDTH PER PLAN) 500 CY. 6,800 SF. 36,600 SF. 4.100 SY. 1.225 TONS. 240 TONS. 970 TONS. 530 LF. 8 EA. 7 EA. 40 TONS. 1 EA. 5 EA. 3 EA. 200 SF. 2 EA. 320 SF. 57 EA. 900 SF @ CONSTRUCT CURB RAMP PER APWA STD. PLAN 111-2, Z=X=6" (TYPE 1). 1 EA STORM DRAIN IMPROVEMENTS @ @ @ @ @ @ 0 CONSTRUCT OPENING THROUGH EXIST. WALL PER DRAINAGE STRUCTURE DETAIL AND SECTION THIS SHEET. CONSTRUCT 35•~ RCP. 1500D, PIPE EXCAVATION & BEDDING PER CITY STD. PLAN 105-L -A, B. C. D & E. CONSTRUCT 15•~ RCP. 150D0, PIPE EXCAVATION & BEDDING PER CITY STD. PLAN 105-L-A, B, C, D & E AND SEE SHEET 2 FOR CONCRETE BACKFILL AROUND PIPE DETAIL. CONSTRUCT 18"~ RCP, 1500D, PIPE EXCAVATION & BEDDING PER CITY STD. PLAN 105-L-A. B, C. D & E AND SEE SHEET 2 FOR CONCRETE BACKFILL AROUND PIPE DETAIL. CONSTRUCT JUNCTION STRUCTURE NO. 1 PER CITY OF NEWPORT BEACH STD. PLAN 310-L, L PER PLAN. CONNECT EXIST. STORM DRAIN TO THE PROPOSED JUNCTION STRUCTURE. ABANDON EXIST. STORM DRAIN, PLUG END WITH BRICK & MORTAR. GROUT THE ENTIRE ABANDONED PIPE SYSTEM WITH 1 SACK SLURRY. 1 EA. 1140 LF. 64 LF. 340 LF. 6 EA. 4 EA. 27 EA. CONSTRUCT CONNECTION ASSEMBLY PER CITY STD. PLAN 312-L 3 EA. REMOVE EXIST. CONCRETE APRON AND EXIST. CATCH BASIN STRUCTURE, 7 EA. BACKFILL WITH NATIVE MATERIAL & CONSTRUCT 4• AC OVER 8'" C.A.B. CONSTRUCT CURB INLET CATCH BASIN PER CITY STO. PLAN 306-L, WITH 5 EA. FILTER & LOCAL DEPRESSION PER CITY STD. PLAN 304-l. (W & H PER PLAN) CONSTRUCT TIDE GATE STRUCTURE INCLUDING SLUICE GATE I EA. MANUFACTURED BY WATERMAN INOUSTRIES AND PER DETAIL ON SHEET 1, REF. TO CITY STD. PLAN 205-L & 206-l FOR CABINET MOUNTING, AND PULL BOX AND SOUTHERN CALIFORNIA EDISON DETAILS, COORDINATE WITH CITY'S ELECTRICAL DEPARTMENT FOR LOCATION OF CABINET AND POINT OF CONNECTION. REMOVE PORTION OF EXIST. 12" CMP & CONNECT PROPOSED 78" DIA RCP 1 EA. TO EXIST. 36'" RCP PER CITY STD. PLAN 312-L. MODIFIED TO SUIT EXIST. CONDITIONS. SEE DETAIL SHEET 3. RELOCATE EXIST. WATER MAIN PER CITY STD. PLAN 528-L. 2 EA. SUBSTITUTE PVC C-900, CLASS 200 PIPE FOR DIP CLASS 52. CONSTRUCT CURB INLET CATCH BASIN WITH MH IN STREET INCLUDING FILTER 1 EA. PER STD. PLAN 307-2 AND LOCAL DEPRESSION PER CITY STD. PLAN 304-L (W=J.5". H=3') @ PLUG END WITH BRICK & MORTAR. 2 EA. @ INSTALL FILTER IN EXIST. CATCH BASIN. 8 EA. TRAFFIC SIGNAL MOmFICATIONS @ CONSTRUCT TRAFFIC SIGNAL MOD/FICA TIONS PER T-5405-S, T-5650-S, L.S. ANO T-5798-S @ INSTALL TRAFFIC STRIPING PER T-5791-S L.S . CDTV Of IMEWl?O~T !BlEP.CIHl APPROVAL RECOMMENDED TITLE SHEET 32ND ST./NEWPORT BLVD. C-3245 EMERGENCY TELEPHONE NUMBERS GENERAL SERVICES DIREC I OR □TILi I Y MANAGER RCE 25553 STREET REHABILITATION AND CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG AGENCY SOUTHERN CALIFORNu\ GAS COMPANY SOUTHERN CALIFORNu\ EDISON COMPANY PACIFIC TELEPHONE COMPANY CITY OF NEWPORT BEACH (UTILITIES DEPT.) COUNTY SANITATION DISTRICTS COMCAST CABLEVISION UNDERGROUND SERVICE ALERT DAY NIGHT 1 (800) 624-8153 1 (800) 624-8153 1(800) 611-1911 1(800) 611-1911 611 611 (949) 644-3011 (949) 644-3717 (714) 962-2411 (714) 542-6222, 1(800) 422-4133 (714) 644-6222 1(800) 422-4133 ~ ~,.o \,, ,, - REVISIONS NO. DATE APPROVAL DATE '2,. 7-00 BENCHMARK: 54--J-782 MSL ELEV. 4.985 0.00 MSL=2.73 MLLW AT NEl\!'ORT BEACH, 0.5 MILE S. ALONG NEl\!'ORT BLVD (ONE WAY NORTH) FROM THE P.C.H. UNDERPASS, AT TI-iE "i JUNCTION OF 291li ST., 7.4FT N/0 A POINT IN LINE 111TH TI-iE N. CURB OF 29TH ST., sn S.E. OF A 20· PALM TREE, 3.6n N.E. OF THE N.E. CURB OF NEl\!'ORT BLVD, 20n OF S.E. OF POWER POLE 908870E, 0,7FT W/0 AN ANGLE IN THE CONCRETE SIDEWALK, ABOUT LEVEL 111TH THE SIDEWALK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1n ABOVE THE GROUND. DATE DATE GEOTECHNICAL ENGINEER Harrinctoi:i h . l eotEc n1ca . ng1neer1ng, Inc. 1938 N. BATAVIA ST. SUITE N ORANGE. CA. 92665 (714) 637-3093 DATE 5/12/99 CHECKED S.D. DESIGNED S.D. DRAWN HN 30TH ST./NEWPORT BLVD. STORM DRAIN IMPROVEMENTS D,~~ •Clvll Englrieerlng •S..,~fo,g •Projo,ct t.!Cl'lagtmtnl 12>77 I.owl• SL Saito 001 Gordlrn Gmvfl. CA fl2!140-M!<!,J Dewan, Lundin & Associates (n•H 1w-ee40 Fox 1<\a-se•2 1\TE R-5740-S SHEET 1 OF 6 I, I ~ 2 ~ 5 " B 0 D 0, ~ ;g ; ~ z Q C 2 I . 0 ~ ~ 2 '" n ~ r ~ Q ~ ~ I I \ z C $'. OJ 9:l "'! ~ \.,c -:~ .,,t~o ~e.~~ ':):!~---~ slff ~ ;;r I':> :,i. z S:1JGJ!;. ,,: $. Si.. OJ F~vs:i 'S·' . p'. d ";j:: ~ c/) ::;- (" .Q \ \ \J7 ) -\-l -t=-D \ V) □ JJ ~ 2 ul z C $'. 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II I J 5££ SHrrT .J OF 6 FOR I r21 Ill ~ // ~ / 1 NEWPORT BL VD. STORM 1il <o 2 @ ~ I 1 111 ~ ~~ STORM DRAIN ;l <:, ;~ ~ "f: I/ DRAIN IMPROVEMENTS , I ~ I gi , ,. ~ Q:j::. -Q:j ~ ~ CURVE DATA "' "' ~ /1 k I; ~ 'II\ V,1. '\~~ \1\ ~~ ~ ' I ~~;;I ~~11~~8~ @i::Jfgg:49 • ~~ ,t $It t; I \\IH ~ 1\~~ "" ' l ~~ ~ ![§; 1~: ~~I [£1~ i; L=13.47' ~"' ,.. ., I/ ~ "' 3 2 l c:,I 0, <:, cc -c:, -!-"l- o, -- ~ fQ II\ ~ \' <:JQ SCALE; 1"=40' STA. 10+00.00 VILLA WAY ": l"'i 111 '.'..i £XIST. 15"¢ RCP £)(/ST. 15"¢ RCP • 7-'· ;,. G'.i rs££ DETAIL ,i· l \•~ --, \ "" ;;:i ' -STORM DRAIN, S=O.oor----...., /1,;, ~-! ~-THIS SH££ ~ \ 11 \ " _ , .... s Q vi"--STORM DRAIN, S=0.001 11• ~ 1 -~ \ I _ J ~'I BORING 8-1-.. r;, ,if .. ,,,1,ic1, .,, • 'l'." \ \ ~ ~' " ---------,,,-,,,-'~ ~1 ,.e. ----.---.-----,,----.----' '-.-.:.;,;;' '·'-1'1 "'s,.., i / ' ~+-, ~ \ 0 ·~\1\~ ~ = 2L JS: __ /L -:JS:ZL -_j ,= _ ---_LL I\ '\ 1" ~ :.I= :JI... :::21_= :::JS ....:....::a.-=~ ~....L->f/lJ ,;:\1/ \.M. ' --/ &., MON. w. \J ~-\ \-,\'\. 20TH ST.. - - - -7:iil ~ EXIST.15"¢°RcP--,.= -,-_/ £XIST. 15"¢ RCP .., ,Q, \ \ :p I' P.~'V 24135) /°'I ~ i j ;✓ ~ ; \ \\. '/ , ~== " ·~=>:"====-' == 12 ~ , w' , A 1_3 I -• ~ STORM•DRAIN LATERAL-\ , I 1s, / -ST"O~M DRAIN LATERAL 1e _ , , 11 '-l'l. ,.~1,v "-., I 19,-7 \,..;: ,tG/ j' "~,/ / / // -~ '', 11516 ) @ -A 1r 5 r~) JI lll l~ 11516) 1 1// P.P\ S04238E f4'$f;.,f,;,.Pcc THIS SHEET ~" -,,,_ \ 0\ 1~\. II I ~II //; / Ii I \ STA. 17+91.36 30TH ST.= " 1W / STA. 10+00.00 30TH ST.= \\ STA. 10+00.00 NEWPORT BLVD \ \~ ~ \ 'l \ \ ~~ .,-, £)(/ST. 15"/a RCP ~ STA. 10+00.00 LAFAYE:TTE AV£ ~ \'\ •• -~ STORM DRAIN, S=D.001 ;:'; ~ %. £" 11 \ ok CONSTRUCTION NOTES "' JI I JI ~;;: "' ~;,: ~. ra ~ ;~ ~ ~ "' &,';:,l, fr' CONSTRUCT OPENING THROUGH EXIST. WALL P£R ORA/NAG£ STRUCTURE • ~ ., , ~1 "' ~ ~ ,. ~ -" "' "' -~ \' \ \ ~ ~ (.j /11.51 J 7l ,., ~ <.:i ., < ~ : r':,; -<:, -\ ~ ,""' DETAIL & SECTION ON SH££T 1. IF'f-'f ..:;;;-..: :a: "' , ~ ,, -1--1-\ '-a \ lJ' "' " 'I !fl C:, ..: f£1 ~ "< 0, <C ;a: °'I 0, \ @ coNsTRUCT 36"/IJ RCP. 15000. PIP£ EXCAVATION & BEDDING PER [§ 11 111 a~~ ~c::, ~~ ~2 2- c1TY STD. PLAN 105-L -A, B, C. D & E. 2• PVC SCH 40 CONSTRUCT 18""' RCP, 1500D, PIP£ EXCAVATION & BEDDING P£R CITY STD. PLAN 105-L-A, B, C, D & £ AND S££ THIS SH££T FOR CONCRETE BACKFILL AROUND PIP£ DETAIL. CONSTRUCT JUNCTION STRUCTURE NO. 1 P£R CITY OF NEWPORT BEACH STD. PLAN 310-L, L PER PLAN. CONNECT EXIST. STORM DRAIN TO TH£ PROPOSED JUNCTION STRUCTURE. ABANDON EXIST. STORM DRAIN, PLUG £ND WITH BRICK & MORTAR. CONDUIT 24" D££P'\ PVC CONDUIT PER SC£ R£QUIR£M£NTS\ , M PVC CONDUIT & WIRES AS R£QU/R£D (24" D££P). USE CARLON / CONTROL CAB/NU • S£RVIC£ CAB/NU P£R CITY STD. PLAN 206-L (EXACT LOCAT70N TO 8£ D£T£RMIN£D BY £NGIN££R) . BR£AK£R AS REQUIRED. (DIAGRAMMATIC ONLY) 170£ GAT£ STRUCTURE SE£ DUA/L ON SHEIT 1 ~ 2 NON-METALLIC FlmNGS AND FL£X/BL£ °O I CONDUIT IN STRUCTURE I~ 1: PULL BOX (#3 1/2F P£R STD. -!--!-"£L£CTRIC" ~ -" DISPOSITION NOTE IJ] PROTECT IN PLACE (I] R£LOCAT£ BY OTHERS. LEGEND 110+001 10+00 STORM DRAIN STATION STREET CENTERLINE STATION C-3245 oocONCRETE BACKFILL NOT TO SCALE 0GROUT TH£ £NTIR£ ABANDONED PIP£ SYSTEM WITH 1 SACK SLVRRY. -c:, ~~LAN 205-L, UD TO R£AD ,,,..,.~r--;~,-- 3oTH ST. _ 1• _· / ~.:::.--~ =_-e= ===__::=, ~ [A ~?1~ CITY OF NEWPORT BEACH CONSTRUCT CONNECTION ASSEMBLY PER CITY STD. PLAN 312-L CONSTRUCT TIDE GATE: STRUCTURE INCLUDING SLUICE GATE MANUFACTURED BY WATERMAN INDUSTRIES AND P£R DITAIL ON SHEET 1, R£F. TO CITY STD. PLAN 205-L & 206-L FOR CABINET MOUNTING, AND PULL BOX AND SOUTHERN CALIFORNIA £DISON COMPANY DETAILS, COORDINATE -~~ - --£)(/ST. CURBJ h~;::1;;', ~~tt~ °' ,..; r & GUTT£R • 0 I--<_ ~"1/"(JJ~ / ~ -iJ ~!flif.::;;:::; / ' ....i-s, *r,,l?~ ~ "PRIOR TO AND/OR AT TH£ BEGINNING OF CONSTRUCT7DN, TH£ CONTRACTOR IS TO F/£LD VERIFY TH£ TYP£ AND LOCAT70N OF ALL BULKHEAD WALL T/£-BACKS AND OTHER SUPPORTS £XTENDING FROM TH£ BULKHEAD IN THE AR£A OF CONSTRUCT70N. TH£ £NG/N££R IS TO 8£ NOT7F/£D AND ALLOWED TO R£V/£W THE 17£-BACK INFORMATION PRIOR PLAN AND PROFILE CONSTRUCTION NOTES (STREET) WITH CITY'S £L£CTRICAL D£PARTM£NT FOR LOCATION OF CABINET AND -(_ ..J \ ~-----if,.,;§ r;:;~ ~ al PROPOSED 35• RCP ~ 'll>.~ll ~ ~~;,..<:;~ ~ TO CONT7NU/NG £XCAVAT70N AND CONSTRUCT70N. NO 17£- BACK OR £LEM£NT OF THE BULKHEAD SUPPORT SYSTEM IS TO 8£ DAMAGED, REMOVED OR MODIF/£0 WITHOUT TH£ WRITTEN .O/R£Cl70N OF £NGIN££R" STORM DRAIN IMPROVEMENTS 30TH STREET 0 R£MOV£ EXISTING 'PAV£M£NT AND £XCAVAT£ FOR PROPOSED STRUCTURAL SECTION. CONSTRUCT 2" (MIN) AC OVERLAY CONSTRUCT 2" AC BAS£ COURSE. (OVER NATIVE) ADJUST SURVEY. MONUMENT TO GRAD£. POINT OF CONNECTION. R£LOCAT£ EXIST. WATER MAIN PER CITY STD. PLAN 528-L. SUBSTITUTE PVC C-900, CLASS 200 PIP£ FOR DIP CLASS 52. PLUG £ND WITH BRICK & MORTAR. INSTALL RLTE:R IN EXIST. CATCH BASIN. "' I . ,,; s:. ..__ . ~ ~ ~ o Ill ~ - = t::: _-r._ ~ i. ~~~fl§,-.,, $! - - ---::,J~,~·~ ~ - - - -,<,;N-~ 1----------- --1-------'""' ~~{j~ £X/ST. BULKN£AD /~-~ COPING ""-- D£TA/L 'ti" ~ , N.T.S (DIAGRAMMAT7C ONLY. ACTUAL LAYOUT TO BE DON£ IN F/£LD IN CONSULTAT70N WITH CITY INSPECTOR) PVC SCH 80. I s££ PROJECT SP£CIRCAnoNs FOR I BORING LOGS - . FROM THE RHINE TO NEWPORT BLVD. '·D:::A::;:TE::::::;!;::::::=:::::::::::=lRE~EWED~_-/ ,-5/12/99 ~ i1:? CHECKED ~"" '" ~1 I c.c::.<:....._-----,ufuA,.t----- l-;;::;;;;;:;:~S=. D=·===-l PREPARED sv, DESIGNED R-5740-S • '"='='==S=.D=. ==l DRAWN SHEET HN 2 OF 6 ~ D 0 " I • • D !" " ~ C: ~ 0 ~ z j, ~ 2 I J> 0 ~ " O 0 I ~ ~ ! 2 O ~ z ~ . 0 " -~ :,, " 2 !" ~ ll l1 p ~ -~ -~ 8 ~ '!l m O ~ ll < " Z 0 C z C ! . -0 ' -.. <; ~ " z !" ~ :,J TI z ~ J z1 C $'. 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COMS:7'RCJC l ::, F ·-· ' I -----------11-t--t-t---H-it-+-+++-t--+-+--J-=t=l::-:::i=-::-t=l=±--±-:-±-+-c±:--±:+-+--+--+-+-t-t-i-l--t---tt++-+-+-:,i"_, .... l1500D-lL-itR.,,1LF I SCALE: : co. $7 UC 35•., RCR HODD =300.1'3LF / '--l--l~~o,""•t'i'c5:CC-_~5,-';cc.!Fi5~--i'-=!,V,~h,='2;,9'"1°"r""ss+--+-+-lHORIZ. 1"=40' I i • I.-· -' ' ~ers I I I i I I I VERT. 1 "= 4' J--t--t--t-t---t--t--t-+-+-+-t-+-+-+-+,-+-+1-t--+-+-l-l--l-+-l--+-+--+--1--+--+-+--1--+-+-+--+-+-+-+--+-+--+--+-+-+--+--+1-+--+-+-l-l--l--+-l--+-+-+-1--+--+--------I 10+00 EXIST. PAVEMENT SECTIONS BORING NO. SECTION 8-2 4" AC OVER 6" AB 8-3 6" AC OVER 6" AB • PORTION OF ROADWAY 8£TWE.E:N BORINGS B-2 & 8-3 HAVE SECTION VARYING FROM 6" AC/8" PCC TO 6" AC/12" PCC. 11+00 SEE SHEET 2 OF 6 FOR 30th ST. STORM DRAIN IMPROVEMENTS NOTES: SEE SHEET 5 OF 6 FOR NEWPORT BLVD 12+00 IMPROVEMENTS AND PRECISE LOCATION OF CATCH BASINS SCALc: 1 •-40' LEGEND THE EXISTING 10 5/8" GAS MAIN LOCATED IN THE VICINITY OF LINE "D" IS Sli4LLOW. CONTRACTOR TO HAND EXCAVATE AND EXPOSE GAS FACILITIES BEFORE lfTILIZING MACHINE OR POWER EXCAVATION EQUIPMENT. 3 / 10+00/ STORM DRAIN STATION 10+00 STREET CENTERLINE STATION EXIST. BRICK & EXIST. 36"RCP PER J CITY PLAN NO. R-5184-S CONSTRUCTION NOTES ® CONSTRUCT 36"rl RCP, 1500D, PIPE EXCAVATION & BEDDING PER CITY STD. Pl.AN 105-L-A, 8, C, D & E, CONSTRUCT 15"rl RCP, 1500D, PIPE EXCAVATION & BEDDING PER CITY STD. PWJ 105-L-A. 8, C, D & E AND SEE SHEET 2 FOR CONCRETE BACKFILL AROUND PIPE DETAIL. CONSTRUCT 18"~ RCP, 1500D, PIPE EXCAVATION & BEDDING PER CITY STD. Pl.AN 105-L-A, B, C, D & E AND SEE SHEET 2 FOR CONCRETE BACKFILL AROUND PIPE DETAIL. CONSTRUCT JUNCTION STRUCTURE NO. 1 PER CITY OF NEWPORT BEACH STD. Pl.AN 310-L, L PER Pl.AN. ABANDON EXIST. STORM DRAIN, PLUG END WITH BRICK & MORTAR. GROUT THE ENTIRE ABANDONED PIPE SYSTEM WITH 1 SACK SLURRY. CONSTRUCT CONNECTION ASSEMBLY PER CITY STD. Pl.AN 312-L REMOVE EXIST, CONCRETE APRON AND EXIST. GRATE INLET, BACKFILL WITH NATIVE MATERIAL & CONSTRUCT 4" AC OVER 8" C.A.B. CONSTRUCT CURB INLET CATCH BASIN PER CITY STD. Pl.AN 305-L, WITH FILTER & LOCAL DEPRESSION PER CITY STD. Pl.AN 304-L. (W & H PER Pl.AN} REMOVE PORTION OF EXIST. 12" CMP & CONNECT PROPOSED 18" DIA RCP. TO EXIST. 36" RCP PER CITY STD. Pl.AN 312-L. MODIFIED TO SUIT EXIST. CONDITIONS. SEE DETAIL THIS SHEET. RELOCATE EXIST. WATER MAIN PER CITY STD. Pl.AN. 528-L, SUBSTITUTE PVC C-900, Cl.ASS 200 PIPE FOR DIP Cl.ASS 52. CONSTRUCT CURB INLET CATCH BASIN WITH MH IN STREET INCLUDING FILTER PER APWA STD. Pl.AN 307-2 AND LOCAL DEPRESSION PER CITY STD. Pl.AN 304-L (W=3.5', H=3; PLUG END WITH BRICK & MORTAR. DISPOSITION NOTE OJ PROTECT IN Pl.ACE (3J RELOCATE BY OTHERS CITY OF NEWPORT BEACH PLAN AND PROFILE C-3245 I CONC. ENCASEMENT rPROPOSED 1B"RCP ~~~=-STORM DRAIN. IMPROVEMENTS BACKFILL WITH 45D-D-2000 MIX CONC. NEWPORT BL VD. FROM 30TH ST. TO 32ND ST. l-.:;D;;:;ATE~5~/1a=2=/aaag=g~ REvlEWE~~ ---3/&/tll? CHECKED LNn 1Jr-I """"--------.l',,.~r,t,-,r--- @PIPE CONNECTION DETAIL NOT TO, SCALE l====S=,D=•==~PREPAREO BY: DESIGNED S.D. .... __ =~~t • R-5740-S DRAWN HN 12317 la"'-st. 9.Jlte 101 QorN\ Qrow. c., ffl40 1813 Dewmt, IJmdln &: Allaclata (714) 740-ISIMO Fm: 7~ SHEET 3 OF 6 ~ ~ ~ 8 ~ 'il .m O I~ ?: « =< i~ !? ' z C $'. al 93 9 • 45' 45' I I 11 11 I • \ 0-~-----10 r':/~==~ -....:=-'= 32ND ST. 13+15.BB 32ND ST.= 10+00.00 !AK£ AV£. I I I· I I 1 ~ :::, "' -'<I I &! 1· ~ t..!: • 1;'j S, "' .. I ~ I I .., ~0 I ::::/;:=t-;~ a;y~ :=::r:--:a~ 3t u'!! u1 r;,'? 'J,o ,;-.::,'I> <J· 90 <J· 'i>'/J ...., 'o· r/)· ., L• L• "J, ;;!:: u ~ ------,f-------l--t------~f-----/,-------si¥--,'-"1-7"----,4 ___ __::~=-----""'-----------r,,...L......_'----.,,,.""'-----,---------~--------L---+---::;:¥----,-----L---i1-===~~~:::=;;;-""'-------II _, I I ~-------:::~--\4 51----t 1 4 5 ~ ~ =--=' I I I I 10+00.00 32ND ST.= 1 r+ 0.00 BALBOA BL VD. / / ---..._ "-J I / ---. " '! \ / / ) / 1,~ /11 I 0 . I ~ C, I : ._e, BORING 8-5 e, e, <_v • ' I ~ ~ ~ ~ ~ ~ ~ I • :-/-~ ~72~~~/?.:~?L.~~-:Z.-~bL~/~/?2LZ~~u~?!Z_7-,t__:J· v2.~~==~/:'.:=J-=--?::L~3__u:7._=-~/T_..._Z,~-~7:::L~-zu~z~~v:22~/ /?LY'2L/_za~ntzz~/ZZ~7.:~uri-~, ~tJ~ I I r~ m I l 1· § j "' -'<I ;< ll II ~ I I I / / 1;')1 I ~ ~ ~ :::, ~ "' -'<I -'<I "' &! &! -'<I tl tl &! "' "' "'~ "'l:S' :::, ~"i c:i <> ... ~ ;.~ ;. 1;'j ... 0 ... ~ --, -B 11 I 1 CONSTRUCTION NOTES (1) REMOVE: EXISTING PAVEMENT AND EXCAVATE FOR PROPOSED STRUCTURAL SECTION. {SEE SHEET 3 OF 8 FOR EXIST. PAVEMENT SECTION} COLD MILL EXIST. AC PER DETAIL THIS SHEET (VARIABLE THICKNESS) CRACK S£AL EXIST. PAVEMENT AND INSTALL PAVEMENT FABRIC. CONSTRUCT 2" (MIN) AC OVERLAY CONSTRUCT 2" AC BASE COURSE. CONSTRUCT 8" CRUSHED AGGREGATE BASE REMOVE: EXIST. CURB & GUTTER, AND RECONSTRUCT CURB & GUTTER, TYPE ~" PER CITY STD. PLAN 182-L (VARIABLE CF) JOIN EXIST. SIDEWALK ELEVATION. 32ND ST. 15+56.07 32ND ST. 10+00.00 MARCUS AV£. 1 1 !:l1 ..J § Qj ~ <:J >-'. ~ ~ ~ x "i 1 I § -'<I &! ~ 1 I I l IT] EXIST. SIOa:L~~ - 3/B";C~IP-- O GUTTER (TYP PROPOSED CURB AND GUTTER 2" AC OVERLAY ---·-- PAVEMENT FABRIC FULL DEPTH AC ADJUST SEWER/STORM DRAIN MANHOLE COVER TO GRADE. ADJUST WATER VALVE COVER TO GRADE. / @ FULL DEPTH AC DETAIL NOT TO SCALE CONSTRUCT 2' WIDE FULL DEPTH AC, SEE DETAIL THIS SHEU. ADJUST SURVEY MONUM£NT TO GRADE. REPLACE EXISTING TRAFFIC LOOPS IN KIND PER T-5405, T-5650-S, AND T-5798-S. PISPQSIJIQN NOTE OJ PROTECT IN PLACE 5' EXIST. AC._+----COLD MILL SURFACE 3/8" AC LIP ~ GI.ITT£R (TYP) COLD MILL DETAIL O" COLD MILD PAVEMENT FABRIC Ci) ADJACENT TO CURB/GUTTER NOT TO SCALE 20' COLD MILL JOIN EXIST. EXIST. AC O" COLD MILL PAVEMEf 7":~~~~;;;;S;;:U;;;R;;;;FA:;;C;;Edf::::t.;_W ..j, PAVEMENT FABRIC -----2" AT POINT --_ OF JOIN 2" AC OVERLAY COLD MILL DETAIL Ci)ADJACENT TO EXIST. PAVEMENT NOT TO SCALE 3/8• AC LIP 0 GUTTER (TYP, r., EXIST. CURB-j L..!.J & GUTTER 32' 2" AC OVERLAY PAVEMENT FABRIC Iii 0 ·z ~ 2' AC OVERLAY , 321 ~~~v. ... ~_Rlla.=;;:;;;_~F-4r=:::.-;;;;,:::.-~1t~~~~~i~ii1li11,l~(4iR.~r.;:::~siiiiiii EXIST. FS 2" AC/8" CRUSHED AB 32ND ST. 1YPICAL SECTION NTS - C.L. CURVf DATA ll.=21 "26'1 •· R=300.00' L=112.23' - o:i <:J 2" AC BAS£ COURS£ ANO B" C.A.8 EXIST. FS SECTION A-A NTS I I I I ) DISPOSITION NOTE IT] PROTECT IN PLACE LEDEN[;l r~ COLD MILL EXIST. AC. I~ AC BASE COURSE/AB AC BASE COURSE/EXIST. AB. Ii I 11 1 I 11 FULL DEPTH A.C. @ EXISTING MANHOLE ® EXISTING WATER VALVE (0.00) EXIST. ELEVATION 0.00 PROPOSED ELEVATION C-3245 CITY OF NEWPORT BEACH STREET IMPROVEMENTS PLAN FOR 32ND STREET DATE 5/12/99 REVIEWED CHECKED 1-::=:=~S?.:=0:::::. =~ PREPARED BY: DESIGNED Da """' --S.0. :~, 12377 Lan St. Sult. 101 DRAWN --CA"'" "" HN Dewan, Lundin & -,,,., ,..,_,..,Fm, ........ R-5740-S SHEET 4 OF' 6 ~ ,: ,;i 0 ~ B 0 ~ D u ~ D ~ ~ z 0 C z -ffi ,. . -□ . ' ~ • • ,. • z !" n ,, C: " 0 D z 5 I I ' , I VJ \.J ~ v'I 'r z C s: co m :u 0 i <.'. z Ci) z C s: co m :u Cl JJ ~ 2 G) " ' \ STA. 10+00.00 NEWPORT STA. 9+75.9 JOTH ST. STA. 10+00.00 JOT. ST.= <:., STA. 10+00.00 NEWPORT BLVO "~ CURB RETURN DATA 1w ® '-,_ ","I< A =se•37•2s· = = = :::s._ .,.". R=14.00' L=24.10' SEE DETAIL "A"y wv CURB RFTURN DATA A=91"14'28" R=10.00' L=15.92' 1 DISPOSITION NOTE DJ PROTECT IN Pl.ACE 1.E~~t:!Q ~ COLD MILL EXIST. AC. m AC BASE COURSE/AB ~ AC. BASE COURSE/EXIST. AB / / !111 j I I ii FULL DEPTH A.C. ~ EXISTING MANHOLE ® EXISTING WATER VALVE (0.00) EXIST. ELEVATION 0.00 PROPOSED ELEVATION -+-0 TRAFFIC LIGHT CURB RITURN DATA A =98"37'25" c.B-W=J.50', H=J' ~14~ M ~~~ L=24.10' __- IT) POWER~:~/ ~ ------NEWPORT BLVD ~----~8111l-------~ DETAIL "B" SCALE: 1 "=5' ;11(~ . % CURB RrnJRN DATA l:,,=91'14'28" R=I0.00' L=15.92' STA. 14+74, 12 NEWPORT BLVD STA. 17+71.42 J2ND ST. WE:S; ;, J t ---:,- i I I I i ' 1 : I / J CURB RETURN DATA t,, =71°43'21" R=25.00' L=31.29' SEE T-5798-S, T-5650-S,AND T-5798-S TRAFFIC SIGNAL MODIFICATION Pl.AN FOR @ DISPOSITION OF TRAFFIC SIGNAL FACILITIES "''1' '"' ,,. ..,-o <1> CURB RITURN DATA t.=s1•39•42• R=10.0□' L=14.25' CONSTRUCTIOt:! t:!OTES (STREET) (j) @ @ 0 @ @ @ @ @ (j];' REMOVE EXISTING PAVEMENT AND EXCAVATE' FOR PROPOSED STRUCTURAL SECTION. (SEE SHEET 3 OF 8 FOR EXIST. PAVE'ME'NT SE'CTION} COLD MILL EXIST. AC 2" THICK, WIDTH AS SHOWN ON Pl.AN CONSTRUCT 2" {MIN) AC OVE'RLAY CONSTRUCT 2• AC BASE' COURSE. CONSTRUCT 8" CRUSHED AGGR£GATE BASE REMOVE EXIST. CURB & GUTTE'R, AND RE'CONSTRUCT CURB & GI..ITTE'R, TYPE "A" PER CITY STD. Pl.AN 182-L {VARIABLE' CF) JOIN EXIST. SIDE:wALK E'LE'VATION.(E'XCEPT STA. 13+50 TO STA. 14+17.15) ADJUST SE:wE'R/STORM DRAIN MANHOLE COVER TO GRADE. ADJUST WATER VALVE COVER TO GRADE. CONSTRUCT 2' WIDE FULL DEPTH AC, SE'E' DETAIL THIS SHEET. ADJUST GAS VALVE COVE'R/GAS METER TO GRADE (BY OTHERS). ADJUST MONITORING WELL TO GRADE. ADJUST EDISON, TELE. MH/VAULT TO GRADE (BY OTHERS). CONSTRUCT ALLEY APPROACH, TYPE A PER CITY STD. PLAN 142-L CONSTRUCT 2' WIDE CURB OPENING, PER DETAiL THIS SHEET. CONSTRUCT COMMERCIAL DRIVEWAY APPROACH, TYPE 1 PER CITY STD. Pl.AN 160-L. {W & X PER PLAN) C, -i.'3 ~ I ~-~~ I 9+49.08 '.)• "2, J C.B.-W=J.50, Hf 9+45.JJ £NO LOCAL 0£PRES. 9+J6.58 I JOIN £)(, CURB &, I GUTTER CURB RETURN DATA A=97"06"34 • R=7.00' L=11.86' ----- 3/8" AC LIP 0 GUTTER (TYP) PROPOSED CURB AND GUTTER n ... I . .,, II I • "' I~ I I ...: I-: Ct) fQ ~ ti; cy~ ... i,;~ 1W) ~ ,','.= 2" AC OVERLAY --- FULL DEPTH AC (1' THICK) @ FULL DEPTH AC DETAIL NOT TO SCALE VARIES 24' ""-s- ;f~,V-~1' ~ '<!::, • "' ~'<! lli "" c:, ~ ~~ <., ,C) ?< -~-.I L,j ;;;; +~ ~ L,j ~ VARIES -7 VARI~ ~11:S "/_ ,,-::Z 2" COLD MILL (TYP) 2" (MIN}AC OVERLAY -- -- ii:: ~ :J:: O'i r-:Ol __, "> II"> ~ !I')"'" __, KI"-+<ti+ ~ ~cj~ L,j JO Cl ::; m I;: VARIE:S 0 [L cS z 10' EXIST. MEO/AN '17 -r OIVID£R L..!...I (S££ PLAN FOR Ll?,fATION) 2" COLD MILL (TYP) @) REPLACE EXISTING TRAFFIC LOOPS IN KIND, SEE SHEET 7 FOR TRAFFIC REPLACEMENTS. @ REMOVE AND RECONSTRUCT PCC SIDE:wALK PER CITY STD. PL4N 180-L. 2" AC (MIN) OVERLAY 2" AC (MIN) BASE COURSE @ CONSTRUCT CURB RAMP PER APWA STD. PLAN 111-2, Z=X=6' (TYPE 1). COt:!STRUCTIOt:! t:!OTES (STORM DRAlt:!) @ CONSTRUCT CURB INLET CATCH BASIN PER CITY STD. Pl.AN 306-L, WITH LOCAL DEPRESSION PER CITY STD. PLAN 304-L. (W & H PER Pl.AN) ® CONSTRUCT CURB INLET CATCH BASIN WITH MH IN STREET PER APWA STD. PLAN 307-2 AND LOCAL DEPRESSION PER CITY STD. Pl.AN 304-L {W=3.5', H=3') TRAFFIC SIGNAL MODIFICATIONS @ ' CONSTRUCT TRAFFIC SIGNAL MODIFICATIONS PER T-5405-S, T-5650-S, AND T-5798-S NOT£: 8" CRUSHED AB NEWPORT BLVD. TYPICAL SECTION NTS * 2' WIO£ FULL 0£PTH AC FROM STA 12+69.89 TO STA. 14+53.55 ** FROM STA. 10+50.00 TO STA. 11+50.00 ONLY SEE SHEET 6 OF 6 FOR STREET CROSS SECnONS 1 ~ • - 1 1 4.. :::i 2' ~1----''----i JOIN MEDIAN TOP OF CURB l)j • ,.,. JOIN AC FS CONCRETE CURB OPENING @ THROUGH ~~~;~N 3/8" AC LIP 0 GUTTER (TYP) TYPE ':4" i--CURB & GUTTER {VARIABLE C.F.) ~'.~-¼. ' ' ' .---i "*---4--- 8 PB NOTES: 0/N EXIST. 'ID.f£NT. , 3• COND. ___ £ __ _ SEE SHEET 3 OF 6 FOR STORM DRAIN IMPROVEMENTS 1 C-3245 CITY OF NEWPORT BEACH STREET IMPROVEMENTS PLAN FOR NEWPORT BL VD. DATE 5/12/99 CHECKED S.D. DESIGNED S.D. DRAWN HN • CM ED;t!N'llg =~=r~-.-it 12377 L.ftlll St. Suite 10I G.rdln Qrow. CA 82G40 11113 Dnm. Wndrn cl: MIOdatea (714) 7-'IO--aMO Fa 740-ae42 R-5740-S SHEET 5 OF 6 -._ r.::: I ,,,_, . t; f, ~ • 0 0 ~ i ~ :i5 L' • i...l :, < 0 ...., Cl :n 2 I-~ ! '"I "" l.'J .-l.l b~E' i? ~ n, ., C " <'.I ~ --= I 2 C s [I] m ]J >-L------' i; z a r □ ~ n ,, 0 □ -~ ~ m " ~ ' 0 C < 2 i5 C C z C I s . 0 ' 1! ,-" " ,, " z m n p C m 0 D z ~ V) ~o 31 ~ ~ I-~ --l Q ,z ~ ~ ~ [I] ~ 93 Q°' ! .,. ~ ~ -~ 0 ]J '~ z G) 2 C s [I] m ]J 0 JJ ~ z G) \,, ...... ~ SCALE: HORIZ. 1 "=1 0' VERT. 1 "= 1' 6 5 4 6 5 4 6 5 4 6 5 4 24' <l'• 'l".;, <;>,,._ "< D ::i 80.44' ID 43.88' ii: 32.33' 0 'P. 0.. 12.66' 19.67' ~ "· ~,s. c:'"' z <,. '<'-' 10' ~> C,· .s 6' . '\ ":l' "' ':)· 0.90% 2" COLD MILL (TYP) -<,":> / 2" COLD MILL (TYP) C/),, 1<· <,":> • VE-RIA¥ <:i 2" AC OVERLAY 2" AC/8" CRUSHED AB STA. 10+50.00 75.1 , 35.90' 32.55' 24.00' 12.56' 17.99' ~o' ~ 'J' ?_.Jf% - ii: 0 0.. z STA. 11 +00.00 70 96' 35.51' 24.00' 12.58' ~6' ,r ii' ----<9 -,-='7,,--,-; -/ STA, 11 +50.00 69..72' 34.36' 10.00' <,":> ,r ..,. <5' J:ao ¼I " 32.70' 10.00' 35.36' 17.26' 18.71' 12.94' 19.42' ::i ID ii: 0 0.. STA. 12+00.00 6 ::\ "~v • C/) ":)· 5 TYPE .,~,, CURB & GU7TER 4 {VARIABLE C.F.) "" , ... r . ., 6 (l',, 'rt; 'o'c:'~ 1 5 4 '· )' \. • t ( .., \ ' 6 5 4 6 5 4 6 81' 34.56' 35.25' 15.29' 13.68' 20.11' 19.51' ~.,,> .s -?,s 'J' -S 'J' 0.88% " 1.49% -/ ::i ID 2" COLD MILL ii: 2" AC OVERLAY 0 0.. z STA. 12+50.00 69.99' 36.52' 31.35' 13.32' 14.21' 7.0 ' , 19.72' • ~ ':)• 4:, ~o (5> -S " 'J' 1 . .34 ~ ~ / ::i ID ii: 0 0.. ~ STA. 13+00.00 2' WIDE FULL DEPTH AC (TYP.) 69.92' 26.08' 40.00' 10.64' 13.48' 8. 1' 11.52' 19.76' STA. 13+50.00 74.46' 28.41' 42.09' 15.11' 11.57' 10.2 11.48' 20.41' ii: 0 ~ z STA. 14+00.00 <b PROPOSED SIDEWALK PROPOSED SIDEWALK C-3245 CITY OF NEWPORT BEACH . STREET IMPROVEMENTS PLAN FOA NEWPORT BL VD. C_ROSS SECTIONS FROM 30TH ST. TO 32ND ST. DA TE REVIEWED 5/12/99 CHECKED 1=====s=.D=·===-1PREPARED sv, DESIGNED Da '"" ,.,._.,, S.D. ' :~;:,1"1,........,, DRAWN ~-=--st.CASu~01 U11J HN 0ewmi, Lundin a: Aaoc:1crtea C11•> ,_ ,,. ,_.... R-574O-S SHEET 6 OF 6 < - ' ~ ■ □ ~ ~ a Z !" n ,,. r ,; 0 D z ~ I. 1· ? z r 0 r 0 " n ~ ii □ ~ m O ~ ~ Z O ~ z -~ . D ~ ~ ..!J z "' n > 'ii 0 D ~ > z C 5'. DJ m :0 -<:::>I_!) ~"?:i§s ~ -'iZ s::i Gl ;5 2 <=C ~~ ~ g:J i;t" ~ ' I . I 07 -+I ~ 0 \A 0 :0 ~ z G1