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HomeMy WebLinkAboutR_5272_Si i . i ) , ! ', VlCII\JITY rvlAP SYMBOL LEGEND -o- 0 tJ 0 ---I><!-- POWER POLE MANHOLE FIRE HYDRANT VALVE PO\'JER POLE /'.HJC!-10,l FENCE ::r::r: J L:C:.L .&i.dt. ..t./4 .cl .di, L . ::. ,. _:;:.;.; J V ~ {LU L/Li' L4 ;'.J BLOC!{ \'JALL SMRUSDEP.Y ASPHALT PAVEMEMT COfJCRETE BUIL0!1JG CErJTEr! L lrJE SEt7ER l.!fJE ',"JATER LlrJE GAS LlrJE EXISTING CONSTRUCTION NEt'✓ CONSTRUCTION 0---rv--0 COMMUNITY T.V. AGENCY SOUTHERN COUNT! ES GAS COMPANY SOUJHERN CALIF. EDISON C0\'.1PANY NUl\iiBER 538-0211 835-5853 PACIFIC TELEPHONE COMPANY 673-0046 CITY OF NEWPORT BEACH (SEWER SI WATER) Err:::1-2110, E::t. 267~09 • COUNTY SANITATION DISTRICTS COMMUNITY CABLEVISION 962-24!1,Ed. 30 545-5556 / KEY MAP SCALE , I"= 200' SHEET INDEX SHEET NO. DESCRIPTION ~MPROVEMENT FOR SAN CLEMENTE DRiVE FROM SANTA CRUZ DRIVE TO SANTA BARBARA DRIVE LIMITS I. 2. 3. 4. 5. 6. 7. 8. 9. 10. I I. 12. 13. 14. 15. GENERAL NOTES THE CONSTRUCTION OF ALL PUBLIC IMPROVEMENTS SHALL CONFORM TO THE REQUIREMENTS OF THE STANDARD SPECIFICATIONS AND APPROPRIATE STANDARD DRAWINGS OF THE CITY OF NEWPORT BEACH. STATIONING REFERS TO THE CENTERLINES OF STREETS EXCEPT WHERE OTHERWISE NOTED. CURB DATA REFERS TO FACE OF CURB. • ALL CONCRETE CURBS, GUTTERS, SIDEWALKS, CROSS GUTTERS AND DRIVEWAYS SHALL BE CONSTRUCTED OF CLASS 564-C -3000 P.C.C. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR, AND FINISH TO ALL ADJOINING CURBS AND SIDEWALKS. PAVEMENT SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE CITY AS REQUIRED BY SOILS TESTS TAKEN AFTER COMPLETION OF THE ROUGH GRADING. ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING OF STREETS. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD. ALL REINFORCED CONCRETE DRAINAGE STRUCTURES SHALL BE CONSTRUCTED OF 564-8-3000 P.C.C. STORM DRAIN PIPE SHALL BE CAST OR SPUN REINF. CONCRETE PIPE. "D" LOADS SHOWN ON R.C.P. STORM DRAIN PROFILES APPLY ONLY TO TRENCH CONDITION BEDDING. (SEE NOTE 11). STORM DRAIN PIPE SHALL BE BEDDED IN ACCORDANCE WITH DETAIL ON SHEET 4. ALL EXPOSED FERROUS METAL PARTS TO BE GALVANIZED FER ASTM A 123 AFTER FABRICATION. ALL WATER MAINS AND LATERALS SHALL BE ASBESTOS CEMENT P!PE, CLASS 200 MINIMUM, UNLESS OTHERWISE NOTED. WATER PIPE LAID ON CURVES WITH RADII BETWEEN 80' ANO 185' SHALL USE 6.5' PIPE LENGTHS. CONSTRUCT THRUST BLOCKS PER CITY STD.-509-L. PIPE SHALL NOT BE DEFLECTED MORE THAN 3° PER JOINT. WHEN NECESSARY, SHORT SECTIONS OF PIPE SHALL BE USED TO ACCOMPLISH THE DESIRED DEFLECTION. THRUST BLOCKS SHALL BE PROVIDED AT ALL BENDS GREATER THAN 5°. FIRE HYDRANTS SHALL BE RICH-VANGUARD NO. 665-A. 15. • ALL SEWER LINES SHALL HAVE PLASTIC COMPRESSION JOINTS. 17. 18. 19. 20. V.C. P. STUBS AND THE FIRST JOINT OUT OF ALL MANHOLES TO BE ONE FOOT MAXIMUM MEASURED FROM THE INSIDE FACE OF THE MANHOLE. SEWER AND WATER PIPE SHALL BE BEDDED IN ACCORDANCE WITH DET!').IL ON SHEET 3. '/'.'ROUGHT IRON STEPS 1111 SEWER MANHOL-E-S-'v111LL BE ALLOWEl't,,RO\t!OED THAT THE fl1'Alllt!Ol:£ -MANUFACTURER CERTIFIES ll\l-Yfflf!'H\16-Tl IAT Tl IE STEPS INS'!'AttEO-ARE WR6USr!T IReN- -f'ABRICATED fROM 3/4 • DIM1E-l'ER-RGUNB--8AH--ANf.}.~ONF9Rr;}S TO THE REQUIREME-1\f'f·S--~F--AS'F~-la:A'fEST R EVI-S+GN-:- UTILITY AND STORM DRAIN LINE DISTANCES SHOWN IN PROFILE ARE HORIZONTAL I. 2. 3. 4. 5. 6. TITLE SHEET SAN CLEMENTE DR. STREET IMPROVEMENT PLAN 0.i PROFILE SAN CLEMENTE DR. SEWER a WATER PLAN a PROFILE SAN CLEMENTE DR. PLAN 8 PROFILE DETAILS STORM DRAIN SAN CLEMENTE DR. STREET LIGHTING PLAN BENCH MARK ORANGE COUNTY BENCH MARK 3T-68-63 2" I.P. wrrH COPPER NAIL 8" DEEP E'LY SIDE OF MACARTHUR BLVD. I' E'LY OF GUTTER WITH WHITE PADDLEBOARD MARKED 1/4 SECTION B.M. 2.5' W. NEAR 1/4 CORNER OF BLOCK 9293 IRVINE SUBDIVISION. ELEV. 227.050 (1964) M.S.L. BASIS OF BEARING CENTERLINE OF SANTA CRUZ DRIVE FROM STATION 23+ 27.0l TO STATION 20 + 01.38 BEING N 9 ° iO' 26" W. APPROVALS CITY OF NEWPORT BEACH //J _ , /' '!,J fl APPROVEDl-~7~ t:1!. /i,r{-.., ASSISTANT PUBLIC WORKS DIRECTOR R.C. E. !2806 SHUIRMAN -SI MP SON CONSULTING CIVIL ENGINEERS PREPARED UNDER THE SUPERVISION OF DATE ll-29-?:J TRACT NO. 8480 SHEET _J_ OF _g_ SHEETS . • TOF".-:Or" NiY CUR87 • i . I APPROVED PUBLIC WORKS DIRECTOR DHI..J;RMAN , OIMPi.Hl!\l RJ::. NO .. ,.i~-~9§ ______ _ OATc_C _c_;l_c.1 >l. 'I -?..,''------! 1/il t:i:ETER!CH-POST 2101B ,003 .. . : .. :f::.:·:.c > ··•·· /(}(:} c.~,c~--: -_-_-_::=.-L=--_:_ -------------~- ---. _,,_ ----' ----• ---.. , , . . ' .. :·•-:··:·.r. . T _________ , ___ , __ -. --"---·:·.-·--r---.: .. _-_ -' --. -.. 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PUBLIC WORKS DIRECTOR R.E, NO. l'2.&0~--- DATE_(/ • 2-'1::-2J __ ____, SAN CLEMENTE DRIVE STORM DRAIN PLAN AND PROFILE A DATE BY DESCRIPTION APP'D, DESIJEHD •--~-~ -------------~--,---' .... __ DRAWN G..T~----CITY OF NEWPORT BEACH T'RACT NO. 8410 CHECKED D.C.S, REVISIONS oArE 1/-28-73 PUBLIC WORKS DEPARTMENT SHEET 4 OF 6 I CLEMENTE 0.RIVE I A I '::-" r I I ~ ""',s, 0 ·,~8 {b 'f· . e /NST4t.L Z ",<4 1' /Z, W. fl' EA OE R ---1 24 11 I -4'AJB, 5EC7'. 8-8 PL. AN /"= '20' l/4-'1: FT. SECTION 4-4 NO SCAl-E CONCRETE APRON 5CALJE: A'5 S/.IOWI✓ 1/71 o:ETERICH,?OST 21018 .003 ------·--- &7' ' ~ti60 -r ~ \ ,\J -~ fa) > • CU1'<8 /.24 7A 4~90° f'c;25' L~'.3927' t;;j' I&, '/.(.} . ' 24' 5' 6 24' I -:?5' ~\I I ~ I A ~'<9- &cy' rr sS>~':5',,, l\'\1))7 ' 'b 1/ ' • > 71 ,e, ½ <2>_.,,, \ / PL.AN SECTION A·A NO SCAl-E ' ~ CURB 0.4rA .:1="700 x:~26' L c:39?7' ,,...--G<:JUTH F.L .. 77' T1P. SECTION SAN CLE/VIENilE OF?. NO SCALE ;' I -- CONS1r<l/CTION NO"f'ti5 0-coNsr. 4"A.C. ,jsS-/J-1 SEAL COAT(O/ObAL. r'ER so/vo) OV,=°R' i!3 "A. 8. fV / s-c -.?50 ?RIME COAt. ,> ~-CVNST,' T>/'PE ';4" l"?C.c. CUReJ ii &VTl'E'R Pei<. CITY eiTC'-105-L. ®-CONST CONC, StOt:WAL/L. PG'IZ c1r1 &TCJ·/10 -t-. @ -C0/✓57: 3''.4.C. ANO S'S ·IH SEAL CcJAT (e).IObAL /-"ER :'%?./VO) Or/Ek! 6 "4. 8 :w / 5C-?50 P/4?/ME' COAi'. (0-/NST.4LL EIZ0'510/v CON'Tk?OL. O~VIC"ES PFR Ol= 7;4/L. h'e!ZEO/V, -rc:ie: OF cur SLOPE Li.5-:: E3AN:J_ . ---~----~-----~-~ I 7, Hl=AOERS A7 :?O' OC::. /-/EL.c:> , IN l"'L.A CE WITH 3-:?"x 4"1'<. W. Ii< fi 6r,4KEG 18" L.ON0 /<34L.V ,N4/L'5. \; /2 5£1 TOP OF HE40ER. l"l/1611/ER II 1,~i'.'..,../ ___ ----1H41V r/NIS/.101'?40&. 1-ft=40E~S LOC4T/ON: N'OX:T!I 1"'4Rt<W4V / FR0/14 57".4. S+/0 TC' STA. /lr78. I 1 SOVTH ?.4,<Z'KW4Y Fl'?CJM STA. 1 <!J-1'90 TO G'TA. //+GS. .5 EC r ION a-e ti' CONC, CU.R/5 z ,! , ,¢@!J77ClZ.-._,,_""·, _,,..,.. CUfZ,13 FACC. ', -~s----t-----"1--------~----·---------- \ i ' ' I .. •. , ) PL A N CONCR.ETE ORIVEWAY N"'s0,.@81211T&w.:Jv i. &TA iF,ie,·oo····· W=3o'@ ROAD 08" €e STA. Gr49. 7. t= l. A N N.TS. T61" OF Ct.J;:?8, \ SCAt.C: AS 5/.IOWN --7 Lr:,urr6!2 F.L. £LEVA1ION A/. r_ 6. I ---------' A/, T. s. Ot:T.dll.. ., ' SCA L£ AS SI-IOWN. \._, ' 5 ECTION A-A N,1.S: Se CT ION a-e N.1.S. •",.,- " ·---------~----·----.-· -._.,_. \ ' ' j / \ JOIN--:- ,?'~. C PVMT: ove,e) 4" B.45t; 70 M.4rt::.'I E/l5T. -. . ~ . • 0tRECT70N OF f':LOW TYP. E'R.05/0AI CON7ROl. OEVICIE SECT/Or ✓ A-A CO/Ve. CVR8 I GLITTE.R. FL AN 1"=<40' Nore:; C:0/;/T/<!:ACtOIZ 5H4l.L NOT Rl='MO//e /E;(/gr, O/Z/I/EW4V UNTIL GliCH 7/ME ,45 NEW 0/ZIVcWAV ON GAi'✓ CL.i:Mctvrc OR.. {l5£TWEi:N G7A. ;?+,;;4 ef' 3-,7g) IS l3UILT ¢ OPe:/<?ATIO,N'At.... EXIST. O~/VEWAY CI..OSU~E APPROVED DETAILS CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT TRACT AIO. -13.-4=8=0~-- SHEET 5 Of 6 . ( ;J 'I, \ \ i / \ ! ! I ' I • ' ' 11 II II ii II II II ii Ii II ii 11 II II II II II Ii II II II 11 Ii II I I 11 t! 11 GENERAL NOTE'5: I, STATIONl!-lG FOR POLE.S IS 6A'5ED ON STREET STA,IONS 01'1 if\E STREE.i, 2. LUMlr-!AIRE : G.E.NERAL-ELECTRIC M-400 WliH 2SO WA:TT LA!,/\P OR M-<?SC·A 'Nrfl-l 100 WATI I.AMP/ '240 VOLT OLJA/.. Wi\T"fA0E IN'TEG>RAL 6ALI.-A<S7 ~ '240 v-01..-r Pl-lcrro- i,LEGTIZIG <SWITCH. SET L.:AMP ,:,ACK.ET !"Of.< "l'/PE 1ll 01"=>7"!2.J6U1ION. 3. CONl:>\JIT SHALL 6E I 1/4-" -NOMINl>-L DIAMETER P.\/.C. CO!-l!;\JCTORS S\-\ALL l',;E COPPER 1'Yf'E 1\N OF AW&.. S\'Z.E \t-lDICi'.TEb, GtROllND S\-\ALL le>E BARE COPf'ER OF srz.E. IN!:,IC/\Te.\:,. 4. CONDUCl'ORS FROM PllLLP.>OX Ai R>ASE OF STANDARI> '1'0 "l'\,\E L\JM\NAIRE ':>\-\ALL P.,E NO. l'l. AWG.. '1'--IPE. iW CDPPER. 5. CONt~E.Ci A NO. 1'1. AWG.. P.>ARE. COPPER GROll1'1D \N\RE FROM UC.\.\ LUl<\INAIRE iO A 6tROUND ROD II< 1>\E, PllLL!,,O)( Ai ,HE, BASE. OF EACH STANDARb . (o. SPLICES SHALL BE MADE IN PULL BoxE'S B'< ME.ANS ClF END-,O-E!-<D CR.IMP 7"--/PE CONNE.C'iORS. 7. PULL BOXE.S SHALL BE BROOKS PRODUCTS OR EQUAL . 8. il¼ST ALL A PAIR OF IN-LINE r"USE.'5 IN "Tt-lE PLlLLeD>< ON E.ACI-\ P..RA!-!CI-I CIRCUIT IMME.DIA"'l°EL '< Al>~ACE.NT iO i\.\E MAIN CIRCUIT. -e>. CONCRETE.: C~A-So;; ,;;a,4.,:: oOOO PER STI:>. SPEC. SE.Cl'. ':10'1-Z•'l.. 10. 'TOP OF POLE FOUNDAilONS S!-1AL.l. P.,E O.\':,' ABOVE. iOP OF CUR~ ,,. PAR.'kNA'(. Ii. TOP oF' f'ot..E FOUNDAi!ON<o IN SIDE.WALK SI-\ALL BE Lt\/EL \NITI-I Sli:>E.v-lALK 12. Ml Mi MUM CoVE.R 0\JE.R CONbLl\\ ~ CON.OU\',.-LCCA.··•noN PE.Ro S\b. -!Oi-L.. \'.l. BOL"!' CEN,ERS ~ -Sl-11\!=1 DIAMETERS A"!' P.>ASE ARE. St-10\Nt.l FOli! IN<'ORMA,ION Ot,IL'( VERIFY AU,. !:>lME.i'lS!O"IS wrn-1 WE.1..1'.>Rrre. MF<:,. CO, PRIOR ,o INSTALI..A'\"\ON !4. POLE. $ BA'5E. 51-\0P DRAWING.S SI-IAL.L BE. A?PRO\/E.C B'< ,I-IE. Cl"'l°Y OF NEWPORT P.>E.ACH CITY ENG.INE.E.R. PRIOR ,o lNSTALLA,\ON. !S. USE INE.Ll>RlTE STAN.DARI:> A':> Bl.l\L, P.>'I AME'2.0N-AL\.. FEATURES SI-IALL BE Tl-IE SAW\E A$ "TkE E,J{\S"TING. SIW\\I..AR s,ANDARt:,<:, \t,.i ¾E.'NPORT CE.N\E,R. \0. PA!N\!NGI. OF .,.-14.e, S"t'RE..E.1" L\6HT '5\A't,.l.DARDS -ro ee. \\'-1 S\R\C:t CON.FOR~ANCE Wl>f\ T\.\E. SPECIAL PROVl'i',\ONS, 17. INSTALL GROOK.'c> PROCUCT':; NO, ~'l"-PULLBD)( Al>JA<!E.'-IT "TO BASE OF EACI-I POLE F.,A$E'. PER S'TI>.-203-L. ~ -I' 7. U\ <!. \J [. II\ . \-- \I) 7. I :J 1ll I\\ ~ Ill \U l'l > C) 1!l M m ll.. \)'I~ ....,- l.ll :2: DL [J rz. 4 <( ri UJ Ill s 1-,<t :z' Ill Ill I Ill I<( ~ i l! ,.J d] \J ;:! :2. ;t. <( <( <(' iJl ill ~ a N N ul 4 d ~ If) st ~ + ~ 1/71 D:ETERICH-POST 21016 .atl3 ~r.zou-r Uf,.t,c,s;:rz. 6~E PL.A. lS. SCALE. \°'•40' ' 0 .. 0 !'1 bETA!L <a'-0" 7 t'1x. 40$'K 4" A.B. PROJ, 31/z" ABOVE. TOP O!= i'OUl4DAT10t-l MERCURY LLlMINAIRE FOR S" TEMOtJ LENGITH T'<'PE m DISTRIBUTION (T-<P.) W/250 WATT 12000 LUMEN LAMP OR W ITI-\ 100 WAT• ,3-,;oo l..UM.S:N LAMP. ('.-SE:~ PL.AN VIEW FOl2 L-AM.,::> "5126 COf2r2.E-'Sl""ONDiN0 TO ~A. PoLE::J ECOMOL\TE NO ".;CALE r-~, I -•>---+--CIRCUIT t---..1 m U-1--l!" CONDUl'f F!<.011\ EDISOl\l VAULT --+~=~ !lx' CO!-,IDUl'f TO ..__:;;Ll::;;,G;,:;.1-lTII-IG, CIR.CU IT CABINE'T MOUNTING OETA\L APPROVED , __ ,_r:;;l___i:;i2 Jt,,,,11,~ NEWPcm,· Ctc;f\JTER □wu:mtJG 358 St,n. 1VdQU81 Cd'/', Newport: BoGch, Cnllfc1r~1•0 a?BiJQ C774J 644-G593 11'-i --+---+--------------, ~d~ 111 : DATE BY ___________ REV-::-~-~-R~_e;_1o_N _____ _L' A_rr·o. R.C,E.. 10~~ A'S.S'i'. PUBLIC WORKS DIRECTOR R.E. NO ... Ltf3.-9G:,. __ _ DATE __ _i ( ~f-"/_-c_')~-~---1 DESIGNED DRAWN _ J.H. ~---_ G.T. _ _, CHECKED D.C.S. DAT[ //-28-73 EXIST. STR.EE, UG,HT NE:W I !f-,." p V, C. CONDUIT wrn-1 .. a CONDUC.'TOR.'5 ~ .l'e <?.ROUND SAN STREET DRIVE LIGHTING PLAN CITY OF NEWPORT BEACH TRACT Ni?. B PUBLIC WORKS DEPARTMENT SHEET 6 OF 6