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HomeMy WebLinkAboutR_5774_S---I'\ I v - '-1-.., " ~ ~ --.;) ~ -1/\ •-t .:s 0 ....0 -,!, cc, +. ~ r-- "' ~ ~ IV) (V\ ~ . ., ~ I [ \J ·- !ff ~ :I: i-:: ii? ~ -Vl-1------!-l---=~-=:r---t- CD ADAMS AVE. co z 0 .... I-VI (9 "'::, if ~ ~ ~ Z:il ::::) ID :I: u. ~ 0 CITY OF COSTA MESA VICTORIA 17 !,\! ' I <( ' 19TH , \\ VICINITY MAP SCALE: 1 • = 4400' ST. SYMBOL LEGEND -0-POWER POLE a: 0 ID a: <( ::c 0 a: ORAN COAST COLLEGE "' .., 5 a: ~ ST. (g)SSMH SANITARY SEWER MANHOLE 'd' FIRE HYDRANT BAKER ORANGE CO. FAIRGROUND PROJECT LOCATION ~ WA TIER METER BOX & SERVICE □GM GAS METER -----0---VALVE POWER POLE ANCHOR D, MONUMENT -x-x-x-FENCE BLOCKWALL 0 TREE 00 SHRUBBERY ..LLL. aL .LLL .LLL ASPHALT PAVEMENT ;:;:: :::: :":, ;:;:\ BRICKWALK I · • · I ... • •. ·.· .... CONCRETE L✓//////a BUILDING ----EXISTING CONSTRUCTION ----PROPERTY LINE NEW CONSTRUCTION ---l.---CENTERLINE PPER El\?ORT;=-=~ BAY'7 }CITY UNIVERSI t, OF BISON AV£ lNEWPciITT""f.!.'!.":_J EA I· ABBREVIATIONS AC ASPHALT CONCRETE DIP DUCTILE IRON PIPE VCP VITRIFIED CLAY PIPE RWY RESILIENT WEDGE VAL VE 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 VAL VE B/APPR BACK OF ALLEY APPROACH EV ELECTRICAL VALVE SW SIDEWALK WWF WELDED WIRE FABRIC ARHM ASPHALT RUBBER HOT MIX N ARAMI ASPHALT RUBBER & AGGREGATE MEMBER INTER LA YER CITY OF IRVINE \ ?,~ ,;f ~ ½' ;f' ____ 5 ____ SEWER LINE ◊ # c; -----W WATER LINE ---G---GAS LINE --E--POWER LINE -lEL-TELEPHONE LINE -CATV-CABLEVISION LINE -SP--SPRINKLER SYSTEM :a: STREET LIGHT -u-SIGN F-:::j GARAGE OPENING t:::-----d 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 NE\'i!'ORT BEACH (UTILITIES DIVISION) ORANGE COUNTY SANITATION DISTRICT ADELPHIA CABLE UNDERGROUND SERVICE ALERT 1(800)-624-8153 1(800)-611-1911 611 (949)-644-3011 (714)-962-2411 (949)-542-6222 1(800)-422-4133 NIGHT 1(800)-624-8153 1(800)-611-1911 611 (949)-644-3011 (949)-644-6222 1{800)-422-4133 PUBLIC WORJI(S DEPARTMENT BALBOA ~SLAND STREET ~MPROVEMENTS APPROVED: DIREE)9R OF PUBLIC WORKS R.C.E. NO. 36106 APPROVED: ..,(-<>!.L..) ~'-'-"'-=cc"""1r ;¢i""v'r~=Nr£j-,Ao· =¥1-E-R-R-.C-.E-. N-o~_-24-9-67---- BALBOA ISLAND CHANNEL ABALON 0 w J < ~ z ~ < z ~ 0 S' ~ w >-"' ~ 0 J ti " ~ u 0 0 < ~ ~ "" "' "" NEWPORT CHANNEL LOCATION MAP NOT TO SCALE ;:s C, z ,;s :s ~ a_ ~ !)j w C, 17l "' e ,-.: en X w z a ..., '1! >-:::, u ;,:, « en Vlu !,!;!d a, oz ffi "' ...... ....... SEE PLAN I FOR SIDEWALK IIIDlH I "' 1/4" GROOVES ffe'~f,l' SAWCUT & JOIN EXIST. 5' CURB 1• CLEARANCE BETWEEN II. AND BACK OF CURB CD a: ::, u • "' Q- (f:: -PG.# 12: I SLOPE ,;,, t'J''<?, MAX CURB 12· 6' FOR 6" CURB FACE 8' FOR 8" CURB FACE CONCRETE PAVEMENT 0 3/4' o.c. ~"''i:y,<?> O• 0- .., a_ glx VI <( -:::; .;.. - 6'• 6• C',<-¼. ~"> O• C'p tl .., --.. <C u ••••• LI.~ ..... m a: CD ::, a: '-' a ••••• R • • • • (C 'co a: a: ~ ~ «> co CURB ACCESS RAMP DETAIL NOT TO SCALE APPROVAL RECOMMENDED APPROVAL RECOMMENDED APPROVAL RECOMMENDED GENERAL NOTES 1. 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 CONTRACTS SPECIAL PROVISIONS, BE CONSTRUCTED IN ACCORDANCE WITH THE "STANDARD SPECIFICATIONS • 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 FINISH TO ADJOINING IMPROVEMENTS. 4. A LIST OF LOCATIONS FOR THE CURB AND GUffiR REMOVAL AND REPLACEMENT IS ATTACHED TO THE SPECIFICATIONS 5. ALL CONCRETE SHALL BE 560-C-3250 6. SEE T-5866-S FOR TRAFFIC STRIPING. 7. ADJUST EXISTING CITY UTILITIES (EG. SURVEY MONUMENTS, SEWER AND STORM DRAIN MANHOLES) FRAMES AND COVERS TO FINISHED GRADE. ALL OTHER UTILITIES TO BE ADJUSTED BY OTHERS. 8. CONTRACTOR SHALL REMOVE AND REPLACE ALL WATER METER AND VALVE BOXES, FRAMES AND COVERS AND SEWER CLEANOUTS 9. SEE W-5286-S FOR WATER LINE IMPROVEMENTS. 10. CONTRACTOR SHALL PROTECT MEDIAN LANDSCAPING, IRRIGATION, WIRING AND CONDUIT IN PLACE. CONTRACTOR WILL ALLOW CITY FORCES ONE FULL WORKING DAY TO REPLACE ALL IRRIGATION CONTROL WIRES IN PARK AVENUE AFTER STREET PANELS HAVE BEEN REMOVED. 0 0 0 0 ® © 0 © 0 @) @ @ @) CONSTRUCTION NOTES REMOVE EXISTING AND CONSTRUCT CURB ACCESS RAMP PER DETAIL HEREON. REMOVE EXISTING AND CONSTRUCT TYPE "B" CURB PER CNB STD-182-L. CONSTRUCT 4-INCH THICK PCC SIDEWALK. REMOVE EXISTING AND CONSTRUCT PCC ALLEY APPROACH TYPE "D" PER CNB STD-143-L. REMOVE EXISTING AND CONSTRUCT PCC DRIVEWAY APPROACH TYPE II PER CNB STD-163-l. REMOVE CONCRETE PAVEMENT AND CONSTRUCT 8-INCH THICK PCC STREET. C09NSTRUCT CATCH BASIN FACE PLATE PER CNB STD-316-L-B. L = 4', H = 2.30' INSTALL 9-FOOT 8-INCH LENGTH OF 12-INCH DIAMETER PVC STORM DRAIN, C-900, BACKFILL WITH PCC SLURRY. PROTECT IN PLACE. REMOVE EXISTING AND CONSTRUCT 6-INCH THICK PCC ACCESS RAMP WITH VARIABLE HEIGHT TYPE "B" CURB PER CNB STD-182-L. REMOVE EXISTING AND CONSTRUCT MODIFIED CURB INLET TYPE OS PER CNB STD-306-L AND DETAIL ON SHEET 2. SALVAGE AND REUSE EXISTING MOIDIFIED MANHOLE FRAME AND COVER. INSTALL 12-INCH GATE VALVE PER CURB INLET DETAIL ON SHEET 2. GENERAL SERVICES FORCES WILL ASSIST IN THE INSTALLATION. @ CHIP OUT EXISTING 6-INCH STORM DRAIN AND INSTALL 12-INCH LONG BODY DRESSLER S.S. COUPLING AND CONNECT 12-INCH DIAM. PVC STORM DRAIN. REMOVE EXISTING AND CONSTRUCT PCC SIDEWALK TO MATCH EXISTING STAMPED COLORED CONCRETE. INSTALL 6-INCH SDR 35 PVC STORM DRAIN STUB OUT FOR LENGTH OF CONCRETE R & R ON EACH SIDE OF CURB INLET FOR FUTURE USE. CAP WITH 6-INCH PVC CAP. SHEET INDEX 1. TITLE SHEET 2. BALBOA A VENUE 3. CRYSTAL AVENUE 4. CRYSTAL AVENUE (CONTINUATION), ABALONE DRIVE 5. ABALONE PLACE, ABALONE A VENUE ,-.: en 6. PARK AVENUE x 5• CURB w z a ..., 1' CLEARANCE BETWEEN "'3 11. AND BACK OF CURB z--->-:::, 81 ~ a U) :,, o. VARIABLE CURB FACE Q- (f:: $) <..f,I' 12:1 SLOPE @o,'<?, MAX CURB 12" 6' FOR 6" CURB FACE 8' FOR 8' CURB FACE W/2 EXISllNG ALLEY I .... z w :::; I,!/ < a_ SYMMETRICAL ALONG I THl~LINEl ~I ---CONCRETE PAVEMENT---- ALLEY APPROACH DETAIL NOT TO SCALE APPROVAL RECOMM NDED ~~,M\M-""b TRANSP.& DEV.SERVICES MANAGER ~~ ~~,I.I}~ BALBOA ISLAND STREET IMPROVEMENTS o. 19111 . 9-30-05 R.C.E. NO. 22045 DATE Mo~o"-1.,tv 1q 1UJD\ CIV1\. OF CAL~Cl DATE BY DESCRIPTION OF REVISIONS APP'D. GENERAL SERVICES DIRECTOR UTILITIES DIRECTOR /Si' R.C.E. NO. 25333 DATE I l-\·l-0\ DATE ll-1<i-d 1 .. NO. 19111 DATE ~/:(,7df?/ DESIGNED ORAWN SL MGRACIA CHECKED DA TE LD 20 SEP 2001 CITY OF NEWPORT BEACH R-577 4-S PUBLIC WORKS DEPARTMENT SHEET 1 OF 6 ~ ~ ~ [\ I l¥ ~ ......... ~ ~ il. ,J ~ <:Z:" ~ .. ..S) -C cl) C/L S'LY F /L '" 0 -;'? 8+00 C [s I I I ;,. I 226 1 /2 SCALE 1" = 20' 1' 226 I I 224 CONSTRUCTION NOTES REMOVE EXISTING AND CONSTRUCT CURB ACCESS RAMP PER DETAIL ON SHEET 1. REMOVE EXISTING AND CONSTRUCT TYPE "B" CURB PER CNB SID-182-L REMOVE EXISTING AND CONSTRUCT 4-INCH THICK PCC SIDEWALK. REMOVE EXISTING AND CONSTRUCT PCC ALLEY APPROACH PER DETAIL ON SHEET 1. "'0 -- ..,, REMOVE EXISTING AND CONSTRUCT PCC DRIVEWAY APPROACH TYPE II PER CNB STD-163-L REMOVE CONCRETE PAVEMENT AND CONSTRUCT 8-INCH THICK PCC STREET. CONSTRUCT CATCH BASIN FACE PLATE PER CNB STD-316-L-B, WITH 4-FOOT OPENING. INSTALL 9-FOOT 8-INCH LENGTH OF 12-INCH DIAMETER PVC STORM DRAIN, C-900, BACKFILL WITH PCC SLURRY. PROTECT IN PLACE REMOVE EXISTING AND CONSTRUCT MODIFIED CURB INLET TYPE OS PER CNB STD-306-L 'AND DETAIL HEREON. SALVAGE AND REUSE EXISTING MODIFIED MANHOLIE FRAME AND COVER. INSTALL 12-INCH GATE VALVE PER CURB INLIET DETAIL HEREON. GENERAL SERv1CES FORCES WILL ASSIST IN THE INSTALLATION. CHIP OUT EXISTING 6-INCH STORM DRAIN AND INSTALL 12-INCH LONG BODY DRESSLIER S.S. COUPLING AND CONNECT 12-INCH DIAM. PVC STORM DRAIN. @ INSTALL 6-INCH SOR 35 PVC STORM DRAIN STUB OUT FOR LIENGTH OF CONCRETE R & R ON EACH SIDE OF CURB INLIET FOR FUTURE USE. CAP WITH 6-INCH PVC CAP. §0 ,,_c:,, 0'.l,'o ~ ..,, "0 '\OJ '-"' " 0'.V --- ~ '.!;,~ 8+50 9,1'0 0 ,0 §0 ':,"' ,,. :<: • -\"' "" 1,'o 0· •· -------- 'o~ n,~ <s '.li .., . i:,'\e,' -0:' -;'!J O. ,. 0 t0 'o ,,?J "'"-<: :<: • 0· "" \.."· ------ S=0.25% ""' <;:,, n,"" '.li 9+00 9+50 I pp I "' 1 o..l1 ~I lu : :'11 I i~ .! "'~I f: ifl ! II JOIN 1511 ~ < < a c:, _J < c:, I 25' I a a + a ALLEY - v,· """"' "" I ALL EXPOSED EDGES----....~.-.-.--~ 5'-o" 12 ·f 1/4 BARS @ 6" O.C. 4-29 r, .• BOTHWAYS ~ 13 ~J-9 • 6 (~"9-'ZJ 11. . .-.t· 4 BARS @ 12" O.C. . .• OTHW~YS 16 .• <6117. ........ .. • .•. 6"-8" I <.) <D N 0:, + 1 I s.2a· 10+00 ABALONE AVENUE 11 t I I I I I I I "' 4' I OIN 6 I 6. I 14' 14' I 40' 12" • ~--• • • 0 • ' 4 •• - 6.2 9' 4' 0 <D - I 6• I I &0 <-0 ,, :<: • '\"' s" "' \.."· 0 "'"" S=0.20% .._<,~ .. ~ k· c<.v• ... PROFILE SCALE VERT. 1"=2' HORIZ. 1"=20' :'! • ""' 0 10+50 11+00 co 0 <D @CIJR~ INLET DETAIL '" {I C) 0'.I," ,s 0 0'.i' ..... 0 \..,. ,.<:! <,_C, <,,c, ~ ,':' c:,'I -;'!J°' ... .,'!> .. ~ C/L ..,, "' "' + N - 0 <-0 ,0 ,, .. , ,. ""-<: • "!-."' 0 ':,() 0 ~ <;:,, ~"" S=-0.25% '<', ..,,;. ... -.? N ,0 + 0,0,,0 c,'S 0, ,0 ~ 0 5.00 .. 6' 'o· 6' -\"' \. C,. i:, 0, . '"' '5 ~) "' \.."" -;'il 4.00 S'LY F/L ---S=-0.28% "' 0, "' <.) <t..,. ~"" S=-0.30% ... '!;() "'0 <.) '.li" ,0 "' "' .s-~ -3.00 6' ':,· 0 "' 6' ':, -~ ..,, 'ow 0 "' o:i .,. :.\C,, "? ~d :;D,.__e,, <.) "' :<-,v• .,. + () "'" 5 "' "' + ,... -<:"' -,. + \.."· N •· . - 6.28' I 6.28' 11+50 12+00 12+50 13+00 EXISTING BULKHEAD 5 X=4', W=11' MATCH LINE SEE CRYSTAL A VE, SHT. 3 \ 234 1 s· I BALBOA AVENUE ;FESS[Q C-3397 \)R.D,t~ /16/02 MG AS BUILT SL APPROVED ~ BALBOA ISLAND DESI ENGINEER STREET IMPROVEMENTS No. 19111 R .. E. NO. 19111 . 9-3D-DATE $v.1&. Ztl!)/ CIVIL DESIGNED DRAWN CITY OF NEWPORT BEACH R-5774-S OF CAL1'l SL MGRAaA CHECKED DATE PUBLIC WORKS DEPARTMENT DATE BY DESCRIPTION OF REVISIONS APP'D. LD 10 OCT 2001 SHEET 2 OF 6 ~ ' -.J e "> ~ <;;t::_ cs.I --j ~ V\ Q. { 'U '-,.... c:, ~ 1 1 V) e 1-1 t-\l' 0 '-1 ~ ~ "t- ~ \l " ~ '-'I ,0 ,0 <o' "" 5.00 ,. 15.5' EAST 4.oo· >!'~ ~ ,,_c, ,..'> ... ~ OF C/L F/L W'LY CURB LINE 3.00 ,0 ,0 ,0 5.00 '.':, °' '--'" I.' ------------ ,r 4.00 "< "' ~ ~ '$' ~ .... .... .... .... 3.00 18.88' 9.44' 7+00 7+50 8+00 CONSTRUCTION NOTES REMOVE EXISTING AND CONSTRUCT CURB ACCESS RAMP PER DETAIL ON SHEET 1. REMOVE EXISTING AND CONSTRUCT TYPE 'B" CURB PER CNB STD-182-L. CONSTRUCT 4-INCH THICK PCC SIDEWALK. REMOVE EXISTING AND CONSTRUCT PCC ALLEY APPROACH TYPE "D' PER DETAIL ON SHEET 1. REMOVE EXISTING AND CONSTRUCT PCC DRIVEWAY APPROACH TYPE II PER CNB STD-163-L. REMOVE CONCRETE PAVEMENT AND CONSTRUCT 8-INCH THICK PCC STREET. PROTECT IN PLACE -st-I- I (/) I FF=4.88 N ,..., I I 9 FF=4.83 z PROPOSED WAlIR MAIN = "' 0 -, 1 FF=4.72 c-- ,..., 9 2" GAS 10' I I l ! t '"' "- "' r--..,, <( a, z I"' 0 "--, C, "' ..,, FF=4.60 ,0 0 I.''.:> 1._•· ,..'ll ,,_c, {:> .... ,0 0 '--'" "'' I.' \.'y ---- ~ ~ ~ ~ ,$> .. ~ .... .... ~ ... f<V. 10' 'v 6' ,1: ,. s-. ,. <:> "'c.,. "\"' "'"' ' \" I.' ------ ''o ~ ,§) S=-0.20% ,,_c, {:> ~ \x• ... .... 8+50 9+00 FF=4.75,.,., z ~ FF=4.48 FF=4.37 ::0 FF=4.69 SCALE 1 • = 20' CRYSTAL AVENUE ,,_c, ~ .... '"' l_k· -- ~,;;,, .,<r> ,~ I.'') ,,_c, ~ ... JOIN ,s o,9o S=0.30% ◊ --- ,,_c, ~ ~ ,.. !:> .,. 0 c,'l, er: ,. u ID 0 ,-: "' + "' 9+50 FF=4.22 9 JOIN - ~ ":,· '\'o er: u (? w a:, + "' 5.00 15.5' EAST 4.00 C/L OF 3.00 F/L W'LY CURB LINE PROFILE SCALE VERT. HORIZ. 10+00 1"=2' 1"=201 5.00 E'LY F/L 4.00 3.00 5.00 C/L 4.00 3.00 5.00 W'LY F /L 4.00 3.00 iFFSSia f-----+-----+-----+------+----t----;c--"'7"--+--------ri2:\0-C-'0----l 5. 00 ,:,'<> ... "'"' ,,. S=0.27% ~ 'o'l, r---+-->F~=--,,1-~r--+-~~"""""""'~=-F___..__"'_----i 4.00 E'L Y F /~ ff.;;.. <tdl ·q, ❖ x.0 "' • \r.• 0 (!) er: :? "" f-----+-=-,~;;;t--+-----',~fL----,f.~"--l:lt--+--V---+-=+s~a:--+-~-----13.00 " -<_<> <.) ., ID o" ,. "' -0 "' ,0 ,s 1,Cl , .. "' I.' ... -+ "' er: u w "' + 0 N 20+00 a:: <...> w CX) ~ + 0 <(W N 0 :::::> w coz :z ....JW ::J <C> I co<C ~ ~ ~ <( ::::i;; <( <( ~ c§ 4' ~ ~ 5 a, 14' 14' 40' 0 "' lo' ,cs 'l-' ,, ----,s <i ,,. ,-c, S=0.20% <{!> -~ ... ... ,,.. ~ :'f0 ..,. :\"' {o k of ::I <i', ,0 n, <i', 'f., -,':> si" .. ~ :';' c,'l, I.' 20+50 w > <( <N 0 (DI-_JW <(W CDI (/) w w (/) 9 <ej-,..., N R=4' "'"' ,__c.,. .... ""' ~- 21+00 ,= "' V) "' x "' w - 1N 5 -, "o" I.' (!) z "' [';; "' x + z 1N ~ \ \ \ :;, 1o 5.00 4.00 C/L 3.00 ~-~ -;t:_ SCALE 1 • = 20' C-3397 1) R.D4.c lio •• ~ o-----t---+------------t---11APPROVED ~~ ~1o:~r:i~ BALBOA ISLAND STREET IMPROVEMENTS ' No. 19111 xp. 9-30-0 c1vn .. OF CAL~a DA 1E ?/4r. .I?; 22/!7/ SL DRA\\tl MGRACIA CITY OF NEWPORT BEACH 1---t----t---------------l--_.~~---=+---'=="-I ,_ _____ _, APP'D. CHECKED LD DAi8 Nov 2001 PUBLIC WORKS DEPARTMENT SHEET 3 OF 6 DA1E BY DESCRIPTION OF REVISIONS DESIGNED R-5774-S '·, I C'i -0 J Ill -i ~ ,:I ~ ~ ,t ffi t- j e (' 1--1 ..,.. \J ~ F/L 0 "' C 15 SCALE 1" = 20' u ,9-" "' C J' w "' "' 6 C C w w < z z ID 3 3 < < < ... ID ID ,.._ "' ... ... N N N + ..; d "' 0 "' ., 4+00 4+50 5+00 X _J C En w z :::, ~ :. X "' u ID w "' :::, w ::c "' ~ ; < "' 14.14' ,r S=0.40% "J, u u ID w "' ... "' ... ui .,.; + + "' "' 5+50 6+00 PROlECT OECORA 1/E ROCK OWY IN PLACE FF=4.57 FF=4.51 a. FF=4.66 FF=4.80 FF=4.72 ;;: c;, >-"' "' "' <C 9 CD .......... ··== •• • •• • • • .<<<<: < ·•:><::c:t/L> < ••> •'· ' ................... BLOCK WALL 9 PROPOSED WATER MAIN CRYSTAL CONSTRUCTION NOTES REMOVE EXISTING AND CONSTRUCT CURB ACCESS RAMP PER DETAIL ON SHEET 1. REMOVE EXISTING AND CONSTRUCT TYPE "B" CURB PER CNB STD-182-L. REMOVE EXISTING AND CONSTRUCT 4-INCH THICK PCC SIDEWALK. REMOVE EXISTING AND CONSTRUCT PCC DRIVEWAY APPROACH TYPE II PER CNB STD-163-L. REMOVE CONCRETE PAVEMENT AND CONSTRUCT 8-INCI-I THICK PCC STREET. PROTECT IN PLACE REMOVE EXISTING AND CONSTRUCT 6-INCH THICK PCC ACCESS RAMP V.,TH VARIABLE HEIGHT TYPE 'B' CURB PER CNB STD-182-L. 9 2" GAS ' \ AVENUE ,s ,0. "'"' k• l.""i '!(%, "J, >- B I!:! Cl. ui ~ "' "' :a: 6+50 FF=4.85 ~' WATER MAIN . 5.00 ,.s=-0.25% •fr ,t 4.00 15.5/' N/0 • " ... C L 3.00 F/L 5.00 4.00 S'LY 3.00 CURB LINE PROFILE SCALE VERT . HORIZ. 1 "=2' 1 "=20' 7+00 I F /L 5.00 E'LY 4.00 3.00 w z :J 5.00[3 I- C/L <( 4.00 :lE 3.00 ~ I'-,...., + co 5.00 W'LY P /L 4.00 w ::::> z ~ <C 3.00 w z :J :c (_) I-<( ~ ,i::' ;§.v, .:~ "'"'" 1,<:S ,. " ,":l ~C,· " <:,, C,, '"° c-.C.• <:S k· 'o':, I." 1._•· ----- "' '!"~ ·,:>d' u ID >r,,. 5.00· :? ,.? ,<i> 7~ "< 0 .... ~e,~ t'<.~ 5 ~-+------t----+----t----t--"7'.l,""""G~• ----f?w,J-----t--t-------1 4,00 E'L Y F/L \?y g e:: .,, + 00 ~ ~ t----t----j-----t--------t-------t----r,:;+,t-----t---t--------j 3.00 1l ,"" '!'u' ,, v .;'> ... ·<-& ~ ,<' V 8+50 5 ID g ,..; .,, + 00 337 1 /2 S\ '--"":i ,j:l ,s k• '\>:J I." ":, 9+00 (!) w ID O> O> TO BE REMOVED ;j; BY OTHERS "" ,0. k• I I ,s "',s S\ ·'-,'.\ 5 S=0.27% Cl z w u"l .,, k• + "' O> '.\' ," --- ,"" ,"" k• ~ S\ ... '\ '--"· 9+50 1510 14.14• I u"l --+ 0 - .. ~ ,"" -~?. S\ "' ' "'I, u"l -+ 10+00 ABALONE PLACE I s· I 11.s· I 11.s· I." ' ,0. '!6' " "' ,.1o"' ,0. 0 5.00 4.00 C/L 3.00 5.00 4.00 W'LY P /L 3.00 "' ...J Cl 0.. ww zz og :.! < a, a, << 0 O> 0 00 + + 0 <D -II 15091/2 1 1509 .....J :lE '""'· .'c-c·:::=:::: ?::-::...,:.:::. .·. !' r:xc \ . . . .. .. . . . . . :1:.... 0••~~~~•·•:;J·.··~· M;A~T~CHFLIN~E~8+;;;9~2::-":.~i5EE:S~AHiH~EE~T~E55:--PL_ .·.·.·.·.·········•~~Jx::;::~~cf1:hl~s6ci~Ii••··-· ····••:••·············••DZt •. ? •. 2 ~ ~ a::: (.) ¥ESS/a ~R.D,t~ll . ~Ii . 19111 9-30-0 c1vr1.. 0 OF cALW N " "' n "'! "' 9 "' FF=4.75 JOIN <( " <D ;;, "' FF=5.02 CD " "' FF=5.24 I I I ABALONE < SCALE 1" = 20' N n FF=4.99 FF=5.36 DR~VE --FF-516 -• 8+72.35 Ii I 10· C-3397 1---+---+-------------+--I APPROVED ~··~ ~~ BALBOA ISLAND STREET IMPROVEMENTS DA1E OESIGNEO ORAIIN SI. MGRACIA CITY OF NEWPORT BEACH R-5774-S DA1E BY DESCRIPTION OF RE"1SIONS APP'D. CHECKED LD DA~0 SEP 2001 PUBLIC WORKS DEPARTMENT SHEET 4 OF 6 '--I-- J --v J l -e "' f' H ,s N I> __(\ '-1-- ,s ., \.I cD ~ "' , , ~9§~\ 5. 00 1-------l--------l--------+--------+-_-_--+----,4W-'-----------+~'---------.c!'~f----+-,,',~----t-----+-------i W'LY F /L 4.00 1-----------+----+-------+---"-k'~-,-=-+:-:.."-----/~~7""'"">""-/---+---~'---F==~'-7L-J--f---:-,.-'S~-~,L-f--~~~t---t--------1 3. 00 1------t------t------t----<y; ;,,:,~.--e,ccc.-"'----+---,!;l!aa-f------t------t------t--______.,+---t------t---------,,A,~-t-----,.,.,~_ r":r:l----t--------1 /~ ~ m~ ~ .;) ~0 . .c, o/ :1'-G /~ ~'\~ / / \.'u '.'· / S= o.o•~ / A/ -/ S=0.27%" / ~--< ,.ci. :, ' l8 ~'-"' ,t/ .y;~ """ k• .. ~ .. "' + '-' f.3 w "' z + ±< C/L E'LY F /L + o,- 10 I 9.42' I I 9.42' I - 5.00 4.00 3.00 5.00 4.00 3.00 5.00 W'LY F /L C/L 4.00 E'L Y F /L 3.00 PROFILE SCALE VERT. 1 "=2' H0RIZ. 1 "=20' 8+50 9+00 9+50 10+00 10+50 11+00 CONSTRUCTION NOTES 5.00 N'LY F /L 4.00 3.00 C/L 10+00 REMOVE EXISTING AND CONSTRUCT CURB ACCESS RAMP PER DETAIL ON SHEET 1. ., "' _, ~ w C, Ul u _, co ::::, 0.. ~ 0::: Cl w z g <( CD <( _, ~ 0.. <( w w I zz gg eel <( <( a, "' 8 I «« OU) 0 0 oo 0 ,n 1s16 "' ~ JI 6 6 co 9 :::3 ~ ·-_ 1 _ 1 :1 L _ -11 ;:? -~, ,,., • __ ---~,-~/.-DWY ' --,1-- •• ····•• I -S . \ " '-. • l I I -• -•• ::·:.................. ······1.:...:-: _·_·_·::· ..... . ::::.... . .................. -. :. :: :.t.r.? .. .. .............. ..... ........ . w z ..., ...J >-I I ~ VJ <( • ::E ~ "' <( u _, w <( 0 Iii .,., >-• "' :Ru +w 0 W -VJ REMOVE EXISTING AND CONSTRUCT PCC DRIVEWAY APPROACH TYPE II PER CNB SID-163-L. REMOVE CONCRETE PAVEMENT AND CONSTRUCT 8-INCH THICK PCC STREET. 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