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HomeMy WebLinkAboutR_5758_S/ UNl\£RSl ~" ,, CITY OF IRVINE (<- \ U.C.I. {::2 \ -----,.,....-~ ·---.. ~-----£,WPo ' . I t (l u ::r: 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 CONTRACT'S SPECIAL PROVISIONS, BE CONSTRUCTED IN ACCORDANCE WITH THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION," 1997 EDITION, AND SUPPLEMENTS TO DATE. ! 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION OF UTILITES IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION. 3. ALL EXPOSED CONCRETE SURFACE SHALL CONFORM IN GRADE, COLOR, DIMENSION, AND FINISH TO ADJOINING IMPROVEMENTS. --~ all. PUBLIC WORKS DEPARTMENT 4. A LISTOF LOCATIONS FOR THE CURB AND GUTTER REMOVAL AND REPLACEMENT IS ATTACHED TO THE SPECIFICATIONS. VICINITY MAP SYMBOL LEGEND -0-P0~.ER PCU :q;SSYH • SANITARY S£1i[R UANHCU 'd flRE H'tllRANT l'i\l. [}---• • l'fA TER UETER BOX & S£R'<IC£ . □cu_ .-GAS UET£R ... ._ VAL-.£ v·--P0l';[R POI.£ ANCHOR : 0 MONUUENT BLOCK l'IAU. TR££ • SHRU88£RY ' ASPHALT PA-.£11£NT L ---~_J CONCR(T£ r' _,, • [ .... .:...:.....J BUIL.OINC . -·· _ ..... [XJSTING ~SlRuCTI0N ----PROPERfl' UN£ • ----1'1£\'f CONSTRUCTION . . J ... -C(NT(RUNE • . S ... 5£~.ER UN£ •• \'f .. --_ l'fA![R UN£ -• -G. . . GAS UN( -· £ .. :.-· POtrrR UN[ · -TU. -·--l£1.£PHOh£ UN[ ~JV .. CABU:\'ISION UN£ -SP--SPRINKLER SYSTEIA STRUT. UGliT · SIGN GARAGE CffNING • · l'IINO0l'I SPf!IN!Q.£R · ABBREVIATIONS AC ASPH/\1. T C0NCR(T£ . DIP DUCTILE IRON PIPE VCP VITRUJO) CtA Y PIPE. RVN RESILIENT ~.EDGE VAL-.£ FE. FLANGED END UJ UECHANICAl JCXN T . NTS NOT TO SCALE RT RING TIGHl STL ST£El ASANO ABANDONED . IP&T -IRON PIPE AND TAG MON . UONUUENT • CATV . CABLE TV Dl'ff DRl-.£1'/AY co CUANOUT ( SEl'IER) ARV AIR RELIEF VAL-.£ B/APPR . BAO< Of AU£Y APPROACH EV ELECTRICAL V Al 'tr: Sl'f SIDEl'f/\1.K • . . ~ l'lfl.DEO \\IRE FABRIC. i I ' I i ' I VIA LIDO NORD AND SOUD RESURFAC~NG PROJECT C=3372 APPROVED:· DATE: DIRECTOR OF PUBLIC WORKS R.C.E. NO. 16791 DATE: z.../z1 /01 . LOCATION MAP NOT TO SCALE '' ' ' \ 5. SEE T-5844-S FOR TRAFFIC STRIPING PLANS. • • • CONSTRUCTION NOTES -----·---;· ···--·-0 COLD MILL A FIVE-FOOT WEDGE FLUSH WITH EDGE OF GUTTER, PER COLD MILL DETAIL, ADJACENT TO ALL GUTTERS. 0 CRACK SEAL EXISTING PAVEMENT AND CONSTRUCT 1 ½-INCH THICK · A.C. OVERLAY. • • G) ADJUST ALL UTILITY AND SURVEY FRAMES AND COVERS TO GRADE. G) sAwcuT AS INDICATED BY THE ENGINEER, REMbvi: THE EXISTING • CURB INLET, FRAME AND COVER, CONSTRUCT NEW CURB INLET • PER APPLICATBLE PORTIONS OF CNB STD-305-L AND REINSTALL • THE EXISTING MANHOLE FRAME AND COVER; L=;10 FEET, H=3 FEET. 0 REMOVE EXISTING SIDEWALK AND CONSTRUCT 1NEW 4-INCH THICK PCC SIDEWALK. . • • · ® REMOVE THE EXISTING CURB INLET, FRAME AND COVER, CONSTRUCT NEW CURB INLET PER APPLICATBLE PORTIONS OF CNB STD-305-L AND REINSTALL THE EXISTING MANHOLE FRAME AND COVER; L=10 FEET, H=3 FEET. ' • . ' 0 INSTALL 18-INCH RCP (D-2000) STORM DRAIN STUB OUT, L=4-FEET. COVER END OF STUB WITH 1-MIL THICK VISQUEEN, 3/," THICK ·PLYWOOD AND SAND BACKFILL. SURVEYOR'S MONUMENT TO BE RELOCATED BY COUNTY OF ORANGE SURVEYORS. ® REll/lOVE EXISTING CROSS GUTTER AND SPANDRALS AND . • CON~TRUCT NEW 8-INCH THICK PCC CROSS GUTTER PER CNB STD- 185-L. -@REMOVE EXISTING ASPHALT ROADWAY AND CONSTRUCT 2 Yi-INCH ASPHALT BASE COURSE ON 8-INCH CRUSHED AGGREGATE BASE AT LOCATIONS TO BE SPECIFIED BY THE ENGINEER .. . . . . . ' ~EMOVE EXISTING AND CONSTRUCT ROLLED CURB AND GUTTER PER DETAIL A, AT LOCATIONS CALLED OUT IN THE SPECIFICATIONS. @REMOVE EXISTING AND CONSTRUCT TYPE A CURB AND GUTTER PER CNB STD-182-L (18" GUTTER), AT LOCATIONS CALLED OUT IN. THE SPECIFICATIONS. • : EMERGENCY TELEPHONE NUMBERS DAY •• "FE.SB[ • NIGHT • , -G. •• SOUTh£RN CAUfORNIA GAS C0YPANY 1(800)-624-8153 • 1(800)-624-8153. •-· SOUTh£RN CAUFORNIA.EOISON COYPANY. • • 1(800)-611-1911 1(800)-611-1911 "-(_\ ' PAOflC T[LEP110NE. C0YPAr,Y 611 .• 611 -~ (5\ . CITY ~ NElil'0RT BEACH (UTILITIES Dl'<ISI0N) (949)-644-3011 (949)-644-3011 o .. 43003 .-----------.-AP""P~R--ov-AL-RE .. co .. u .. uEN .. D~E""'o--.-AP~PR""ov-AL-RE""co .. u-MEN~DEll--...-..~PR""ov .. AL~RE""c<» ... .1 .. uEN=Drn~--AP:-:,::~=v':':'M .. R:,::,E,:::co~,.,-:-::~EN..-:D:::eED::-,>-A---..------------------,, BENCHMARK: • "L ~ f/41-Jlflu.1,Ji-, , OAolWI~ VIA LIDO NORD AND SOLID GENERAL SER\ICES DIRECTOR UTILITIES UANAGEll lRANSP & DEV SER\ICES LIANAGER SENIOR CML ENGINEER • RESURFACING PROJECT NB 3-10-70 EL aa1 R.C.E. NO. 25553 • R.C.E. NO. 43003 R.C.E. NO. 22045 \ CALL T □LL FREE . ORANG( COUNTY SANITATICI'( DISTRICTS . (714)-962-2411 I . 03-31-04 1-aoo-422-4133 G~~~~LE~:~ ALERT w:gb):1t~;f~3 _ \1~~)~iti~~~33 CJVI\, ~ \ ., DESIGNED SL DRAl'IN 1_, GRACIA c1rv oF NEWPORT BEACH R-5758-s BEFORE YOU DIG OF cALli0 DATE Z.-22-oii: ATE C2oOI OATE'.)._-'J..\-0 • 0ATE 2.-Z.3 -2001 -------!----:-------~--..;,._-~----------------...l..-----===-------------..,;...----L ...... ____ ;.....~ ...... l..----~-...l---==••"=.....?!~------·,..CH-EC=KED~-R=S=DA=1B==1=FE..,B =20=01.,,,.,,.P=U=BL_IC=•=W=O=R=K=S=D=E=P=A=R™=E=N=T""""'S=H=T=.=1 =O=F=2==" -- 2' I , HIN. 18"QJTTER· .. . . f' .LEVEL LINE E.G. JOIN EX. ffiVEK[NT R-4':t: . • • "' • DETAIL A ROLLED CURB AND GUTTER N.T.S. \ EXIST. 1" A.C. ON 6" MACADAM ~ .... -·---.. .. . ' w 5 0 0--PAC.BELL. Q--'--ELECT. · ,:v-10. -INCH VCP SEWER (SOUD) V 8-INCH VCP SEWER /NORD) TYPICAL STREET SECTION N.T.S. STREET DIMENSIONS. Location V,a L,do Soud.lrom 300 WIO V,a Ant,bes to v,a Anl1bes ' . . V,.i L,ilo Saud lrom v,a Anl,bes to 100· E/0 V,a Zunch v,., L,do Saud from 100' E/O V,a Zur,ch. to Strada Zunc:h VtJ Lu:lo Nord lrom Slrada Zurich to 100· EiC V,a Zunch • v,a L,do Nor<J lrom 100· E/0 v,a Zur,ch to V,a Ant,bes Via Lido Nurd lrom Vta Antibes to 330 W/0 Via Anl1bes Length 300'. 4:955· 330' 335· 4.4 75· 330· Width ·W=19' • W=32' W=52' • W=52' W=32' W=20' ~ ~ ~ ~ !( LOT J I IS . I ... .. ., g ~ ' . - NORTH ,: 1:. I I ~ Q ... I ~ u I I Q ~ I Q Q " ~ I I Q \: I 0 ' ~ I " I I 0 I ~ I ~ I, ~ I I \l l \. ~ I I ;: ¾::5 --c:::>t,oo ... \: . I'" .,. ,l 'I. ~" 1:. " :l ~ :;: I , z, l ► ... " '< • t \ ... .. '< ... 9 ()--J"GAS L ~~NCH CIP WATER MAIN (RELINED 1979) CONSTRUCTION NOTES . 0 COLD MILL A FIVE-FOOT WEDGE FLUSH WITH EDGE OF GUTTER, PER COLD MILL DETAIL, ADJACENT TO ALL .GUTTERS. • ® CRACK SEAL EXISTING PAVEMENT AND CONSTRUCT 1 1/,-\NCH THICK A.C. OVERLAY. . . 0 ADJUST ALL UTILITY AND SURVEY FRAMES AND COVERS TO GRADE. G)sAWCUT AS INDICATED BY THE ENGINEER, REMOVE THE EXISTING . CURB INLET, FRAME AND COVER, CONSTRUCT NEW CURB INLET PER APPLICATBLE PORTIONS OF CNS STD-305-L AND REINSTALL THE EXISTING MANHOLE FRAME AND COVER; L=10 FEET, H=3 FEET. ' 0 REMOVE EXISTING SIDEWALK AND CONSTRUCT NEW 4-INCH THICK PCC SIDEWALK. • 0 REMOVE THE EXISTING CURB INLET, FRAME AND COVER, CONSTRUCT NEW CURB INLET PER APPLICATBLE PORTIONS OF CNS STD-305-L AND REINSTALL THE EXISTING MANHOLE FRAME AND COVER; L=10 FEET, H=3 FEE~. . 0 INSTALL 18-INCH RCP (D-2000) STORM DRAIN STUB OUT, L=4-FEET. . COVER END OF STUB WITH 1/MIL THICK VISQUEEN, '/.'' THICK PLYWOOD AND SAND BACKFILL. @CD SURVEYOR'S MONUMENT To 1 ' BE RELOCATED BY COUNTY OF .• ORANGE SURVEYORS. • · • ' I .' ® REMOVE EXISTING CROSS GUTTER AND SPANDRALS AND •. •• • ~~;.'c.TR~CT NEW 8-INCH THICK PCC CROSS GUTT~R PER CNS S'{f.',~., • • ' . • \'l,c, Qv<~ .,1.,~2''.'.~>';'- @REMOVE E~I ING ASPHALT ROADWAY AND CONSTRUCT 2 1/,-INCH . · ASPHALT ASE OURSE ON B~INCH CRUSHED AGGREGATE 13ASE AT . •• LOCATION BE SPECIFIED BY THE ENGINEER. . • c◄\o' . •. • • . . . • \.'..Y'2EMOVE EXISTING AND CONSTRUCT ROLLED CURB AND GUTTER . PER DETAtL A, AT LOCATIONS CALLED OUT IN THE SPECIFICATIONS. ~ . . • \'.YREMOVE EXISTING AND CONSTRUCT TYPE A CURB AND GUTTER PER CNB STD-182-L (18" GUTTER), AT LOCATIONS CALLED OUT IN THE SPECIFICATIONS. ' ~ ' ~ ~ ~ ~ t 0 111: 0 t I I I I ~ ~ ~ 'I. <l 'I. It. \. . " ~T -c: ~~ ' \ ~ "' l: ~ Q '<: 0 I,. ll l: Q: I: 0 Q Ii " ~ <l 'I. :'I. I- ' '> EXIST. 1" A.C. ON 6" MACADAM Ii l: Q I,. ~ ~ I I~ 0 ~ I~ "' ~ I: J ' ~ ~ 0 ll: e ' cc ~o -- (. -c: C. ' '> ~ t ,t\ 5' G) 3/8" LIP • COLD MILL DETAIL . SCALE 1 "=20' • 904, 9.29 FF JOIN RETAINING WALL PL I 40' SAND I I LOTE I GRASS :c ~ ~ i5 "' © N.T.S: (:'""'"""'A'· I• I I I I I ~I I ~, C) 9' : I -912- z 0 -, "' _, '"' VIA LIDO N0RD 8' - \ \ ---- CURB INLET REPLACEMENT AT LOT E DETAIL ~ l: I ~ I~ ,; 't ... tt l'I:. ~ fl ,,: ' 1> ~ \ I ' -·- ... 't I- ... ~ ' i I-.. ... 'I:. 1: ' ' <l 'I:. 'I:. :i :i '<: Q ~ .. ~ ,,: l '<: I,. ~ ... ' .,. ' I ... " " t ~ "' '!! ' i Ii -Qt, :;\ SCALl 11 "=20' '1: I' ii I, i !I • 1,. -128- VIA LIDO lllORD -------l-i I :'I, ' ' -- t ~ N ,,: ~ Pi. I .J .J <( :!:: 0,: w I-z :5 Q. ... 1 J " 1: ... ,,: >(. .( } ' " II.. .. l: ... 1: '< . .. 60' LOT J. !I: .J <( :!:: (/) w . (/) C :~ iii C) (.J 4' z .0 (.J a LOTE \_ \~ ~ I ., , I 11 - -- @ ' ~?.;:-: j, , • I J J, I )'/.-. . I . • ---~---Y EXIST. 1" A.C. ON 6" MACADAM _ _._.-- -' .. ROADWAY RECONSTRUCTION DETAIL N.T.S . ~ PL <( t.i "' -. C) z ;: l!! >< w 3'. I I I , I I I I I ! ti ST. LT. \ \ JOIN -----"' '"' , I ' CURB INLET REPLACEMENT AT LOT J ' . DETAIL ' SENIOR Cl'<IL ENGINEER l---+---+--------------t----1·· R.C.E; NO. 4J003 DA1E 2-')_)-0) DATE BY : i ·, DESCRIPTION I:,: AWO. DESIGNED .ORAl'IN St. St. i .i VIA LIDO NORD AND SOUD RESURFACING PROJECT CITY OF NEWPORT BEACH R-5758-S· -' REVISIONS CHECl<ED RS DA11 FEB 2001 PUBLIC WORKS DEPARTMENT SHT.2 OF 2 ':.:-:-: .. :-: .. :-:~:-:-:-.. -::.--:.::: .. :-:.-:.:-:----:----,.---;__--,-------:-------,,--'-....;.-----....;--:--:----,-----------------1L-------------..;...------,------------....;;;.......;;; ____ .L;_ _ __......:_ ___ ,.,, ______________ ..,..===-======----""""~~~-~=-=====~~=---~==' . i