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HomeMy WebLinkAboutR_5287_SBENCH MARK. /!V-/67 RESET USC ~GS. AT NEWPORT BEACH, AT NEWPORT A VE., CONC. BR/ OGE OJ/ER PACIFIC COASTI/IG//WAY(U.9. IOI ALT) SET VERTICALLY /N N.FACE OF E. CONC.PIER, 4.1' S,OF CURB OFIIIG/-1//VAY, 2.7' W, OF NE. CORNER OF PIER 4ND A80UT ,?'J/IGIIER Tl/AN CURB (REF. USC!{,GS LINE2/. /965 ELEV. /0.374-M.S:L. SHEET INDEX / • TITLE SIIEET 2 -M'il NEIL LANE-CAGNEY LANE. 3-CAGNEY L//NE. 4 • STARE LANE· SCIIOLZ PLAZA. 5 -OFrSITE SE/11ER .. 6-HOAG DRIVE. 7-SUPERIOR AVENUE 8-DETAIL SHEET. 9-STORM DRAIN PLAN. 10-STORM' ORA/Al PLAN. LIETZ 1324 12-69 11): G , , / CONTRACTOR m CONTACT TI/E CITY or N.8. BEFORE COMMENCING TIIIS Pll4SE OF WORK. .....-----SHEETN"6 w. '2- BLDG.Z DRIVE IRK .C.P. . ( c.a. APP.eOY. LOC. 0~. .'S.C.e.Co. T.eANSF. 511£ETN'2 BLDG. J \ (EXIST. .S~" R.C./? I f.H. 1 0 ' ' \ FUT: 24 "R.C.P. ,;_ OR.Al# , . ,,_ _________ _ /tJ"V-C.P. ' INDEX MAP L4N;;: SCAt.E: /", /00' of PREP,4REO UJ,/DER Tl-IE SUPERVISION '~ 1/1,ua#IJ :I ) .. _ RICHARD f/UNS.4/<ER :c.E. 17061 'E lV~Th~~-~""-·-: i ENGINEERS ARCHITECTS PLANNERS 2301 CAMPUS DRIVE, IRVINE, CALJFORN!A 92664 (714) 833-2450 j 83?.5:J' ELECTRICAL NOTES. ffi / -CA!l2.7: "' 60M -C.I.C SJIALL/JE //, " Ztl/,4,1/EfflS' I. _ _:,M.~'.4.~~~V,~','A<~C~'TLl,~~~:C:~;tJ~g~Y,/2!2 • 70RSSI/ALlfJEC/JPP£R 2. __ G SIZ£/AIOICATE/J, GROU. ,?E 3, COPPER: OFS/ZEIAIOICATEO, _, 2-COJ/0{/CTORSrROM P{ILL BOX AT BA SE Or STANOARO TO 711£ L{//,//NAIR£ SIIALLBE )/£/OAWG. TYPE TW COPPER. 3 • CONl/£C77TII' /0 ANG. BARE CO/'PER GROLINO IV/RE FRON , • • LUMINA7RE To A GROUND ROO IN TIIE PULL 80)( AT Tf/E BASE OF EACH ST.4N0.4RD-~-4 -SPLICES S//At.t. BE A140£ IN T/IE PULL 80,r'ES fJY l,fE,4,</5 5. OF CN'O-To-E/10 CR/A-! P TVPE CONNECTORS. 5 -?ULL !JO)(ES Sf/ALL BE BROOl<'S PRODUCTS OR Ei?UAf. 6 G· ELECTRICAL fVORK SIIALL IJE OONE PER 1868 N£.C. • ~ T£NT//TI//E DESIGN ST/INOAROS rORMI.ILTIPLE STREETL!G!ITSYSTEMSAS S£TBYTIIE CtTY OF /VEWPORT 8EAClf PUIJLIC lflOl?l<'S OEFARTk/EIVT 7• AND ALL APPLICABLE CODES. 7-8 FIXTURES @ 4 4 Z1VATTS, 240 V.E,!/Cf/ EQUAL TO /4.9 AMPS,.'. AVG. VOLTl:/GE DROP IS /.75ja rOR . //PROX. {!OO FT. TO NEARESTS.C.E.TRANSFORMER, 8-CONOUIT SHALL BE PLACED 8E/l!NOCURB . .4LLCONOCIITS _ -~ W!RESBET/!VEE// LIGf/T STANOARO.S Sil/ILL BE /4//,(/. 8. !t/4"P.V.C. SC/IE0.40 W!Tfl 2#8 ~ l#l£6ARE CU."GROUNO. , 9· STREET LIGIITING Sf/ALL BE ONA MULTIPLE 9, CIRCUIT £40 VOLT PRIM/IRY. /0-LIGHTING ST.4N0.4RO AND FOUI-IOAT/ON G'l,IALL~ 13E PER Cl TY Or NEWPORT BE'"AC// PW.G. DWGIO NO. STO. fi!oS L {/3) OR ST0.203-t. AS 5//0W!I • ON PLANS. PLAN AND PROFILE FOR THE IMPROVEMENT OF STREETS IN ' VER$AIILLE§ OINI 7fHE BllUFFS IN THE CITY OF NEWPORT BIEACH ORANGE COUNTY» CALIFORNIA GENERAL -NOTES STATIONING REFERS TO CENTERLINE OF STREETS. CURB DATA REFERS TO FACE OF CURB. THE CONSTRUCTION OF ALL PUBLIC IMPROVEMENTS SHALL CONFORM TO THE REQUIREMENTS OF THE ' STANDARD SPECIFICATIONS AND THE APPROPRIATE STANDARD DRAWINGS OF THE CITY OF NEWPORT BEACH. ALL SEWER LINES SHALL HAVE PLASTIC COMPRESSION JOINTS, STREET LIGHTS SHALL BE SHIELDED AS REQUIRED. (DRAWING NO STD.-/06-L )I DENOTES CITY OF NEWPORT BEACH STANDARD DRAWING. SEWER MANHOLES SHALL BE LEFT BELOW PAVEMENT GRADE A~D BROUGHT TO FINISH GRADE AFTER PAVEMENT IS IN PLACE, CONSTRUCT WATER PIPE WITH MINIMUM OF 36" COVER. WATER PIPE'LAI~ ON CURVES WITH RADII BETWEEN 80' AND 185' SHALL USE 6,5' PI PE LENGTHS. CONSTRUCT THRUST BLOCKS PER (D~AWING NO, STD-509-L) AT ALL SPEC, FITTINGS AND DEAD END LINE VALVES. ALL.CONCRETE CURBS, GUTTERS, SIDEWALKS, DRIVEWAYS AND CROSS GUTTERS SHALL BE CON- STRUCTED OF 6. 0 • C-3000 P.C.C. ALL DRAINAGE STRUCTURES AND RETAINING WALL FOOT! NGS SHALL BE COUSTRUCTED OF -6,0-8 -3000 PC.C.{ 18,000 PSI REif/FORCiNG STEEL. UNLESS OTHERWISE ltlDICATED ON THE PLANS. ALL EXPOSED CONCRETE SURFACES SHALL! CONFORM IN GRADE, COLOR, AND FINISH TO ALL ADJOINING CURBS & WALKS. 12. ALL CMP AND. CMP ARCH TO.BE fULL\' A_SPHALT , COATED C~ER 2 OZ PER SF GALVANIZING. 13. ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING OF STREETS. I~'.-PAVEMENT SECTIONS SHOWN ARE MIN. AND SLBJECT ro REVISION AND A?PROVAL OF THE CITY AS REQUIRED BY SOIL TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING. 15, ROUGH GRADING IN ACCORDANCE WITH SITE GRADING PLAN, SHALL EE ACCOMPLISHED PRIOR TO CONSTRUCTION OF STREET IMPROVEMENTS 16. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS; THE CGNTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD, 17, ALL ROUGH GRADING COMPLETE TO 0, 10 UNDE~ SEPARATE CONTRACT. 18. SEE RECOR0 MAl'-fOR LOCATIOU OF 8TB. CITY IIONYIIENTS ANS PREGISE L9GATIOIIS OF' ALL LOI3 Alm BLILDilttlsl. 19. FOR GONSTRYGTI ON---l«l+ES SEE SHEET "'"8. 20. FINISH M.H. RIM ELEVATION IN THE UNPAVED AREAS ARE SHOWN 01!" Y AS A REPRESENTI.TI ON OF THE APPROX. Flll11L ELEVATION.I THE CONTRACTOR SIIALL SET THE FltlAL M.H, RIM COVER AND A.G. PAD AROUND THE M.H, AFTER THE FINISH GRADIN_G. 11. ALL EXPOSED FERROUS METAL PARTS TO BE GALVANIZED PER ASTM A-123 AFTER FABRICATION. 21. STORM DRA/1'1 PIPE S~ALL BE BEDDED IN ACCORDANCE WITH T~E PIPE BEDDING DETAIL SHOWN ON SHEET 8. 2£. V C.P STUBS .l''-i'' T,U[ FIRST JO/NT ul'TOF .4,L MANflOt.FS' 70 BE ONl. .~007'MA>rf,<fl/"4 //-7£.461/.<?ED rR041 7flf. INS/DE FACE Or U/E )4,4NIIOL£ . . , NOTlpE TO CONTRACTOR THE EXiSTENCE AND LOCATION OF ANY UNDER·. 'GROUND UTILITY PIPES OR STRUCTURES SHOWN ON ;THESE PLANS ARE OBTAINED BY A SEARCH OF THE ,'AVAILABLE RECORDS. APPROVALOFTHIS PLAN BYTHE0 23. ALL /1/A7ER MAINS SI-IA£ L fJE ASBESTOS CEMENT PIP€, CLASS 150 .MINIMUM. 2 d.. J,'/R0{16f/T/RONSTEl'S 117/ SEPl'E/4' M4Nf/0LES WILL IJEAtLOWEO f'ROVIOED TH4T TIIE l,fJ!NIIOLE ,lfj/,V{IFACTURER CERTIFIES IN WRIT/NO THATTJ,'E STEPSINST,!/LLEO ARE WROd6/17'IRON FABRICATED FROM 5/4"0/AMETER R'OONO EJAR AND CONFO.RMS TO 71/E REQOIRE!.1£NTSOF.4.S.T.kf. A £07 LA TEST REVISION. . CITY OF N'EWPOR.T BEACH. ; 'DOES NOT CONSTITUTE A REPRESENTATION AS TO! !THE ACCURACY OR COMPLETENESS OF THE LOCATIONi 1 OR THE EXISTENCE OR NON-EXISTENCE OF ANY UN-) f DERGROUND UTILITY PIPE OR STRUCTURE WITHIN\ f-THE LIMITS OF THIS PROJECT, THE CONTRACTOR JS: REQUIRED TO TAKE ALL DUE PRECAUTIONARY MEANS f TO PROTECT THE UTILITY LINES NOT OF RECORD ORl ' NOT SHOWN ON THIS PLAN. 28-WATER FOR GRADING AND CONSTRUCTION PURPOSES SIIALL B£ OBT,41/.IEO FROM Tl/£ CITY OFAIE,VPORT BEAC/i' /YATER SYSTEM, 7'0 MA/,!£ ;TRRANGEMENTS r0(<7'/IE INS7'4LLA7'IOM OF ,CIRE HYDRANT METERS.,CO/VT.4CT T/IE CITYS 25, TIES FOR CENTERLINE /lfONUM£NT.S S/i',!/LL 8E ML!DE IN ST4NDARO 8 !/2 '',-J l"SIIE"E TS ,!/HO TURNED IN TO T,/c CITY ENGINEER FOR PERM//NENT cusrooY. 26-GAT£ V.4LV€S SIIJ!Ll BE !-L//Al6EOBYRING•Tl7,.' ,-JN/7 , RAMP -UTILITIES DIVISION. TELEP/IO;VE 673-EIIO EYT.£6T. ATT4Cf(EO TO THE FLANGED TEE. . •• -"" • • 29-ALL STRECT'..STRUCTUR.4L S£C.TIONfMA Y 8£. ££V/S£0 Pe~ IN PLACE DENSITY TEST TAKEN PRIOR 70 PLACeMeNTOF P,4V1Na OR BAS€ OYA C£.RTIF/&O SOIL 7CSTJN(J COMPANY .4PPROIICO BY Tf/li CITY OF NeWPORT 8£ACH· ' n.·coNIRACTOR S"//ALL. 1/ERIFY INVERT G"L!:VATIONs OF 5EWE/Z. f..4 TER.l}LS AT BU/llJINCS BE;CCJ,e€ co1-1sT£UcnoN -4NY se-wE£S oN r1-11s PROP'E£TY 28-SEE TO LEFT- ESTIMATED QUANTITIES ;:,_ _E ✓-L€CTOJ? ( ~ -BA RR/CADE · " "CUR.B GUTTER { 8") TYPE ,1 "CLIR8 ¢! GUTTER ( G ") TY'Pe "8" CURtJ (G"} C, "A.C. 8ERM CONCRETE CROSS GUTTER " 2. ".4C. 0//ER 6 • .4.,8. J *• -5"AC. OVER 8" A . ..B. SEE NOTE 29 4" A.C. •OVER. 12" 4. B. -_ /J,, TR.4NSlrlON Ct/RB ,/GUTTER 6"TO G"_ CONCRl:T£ S/DE\V,4Lk' CON'CRETG' DRIVE 1\.0Y · 1 £-<r /TE, • ZG iF. --_g~c:r.1?/PC A.t:.C.-4-70 PER CtlRS.-OUTllE_T0£TAIDJ/V'.S/fT.8 279 • • CLEANOUT-• 4!55 /,,FF. JAC/, 36"5TEEL CASING 2073 /.. /O"STUB 7186 L.F_ 8 ".STUB 4-278 5.F. /2 ".4.C. W4TER MAIN 8?,340 SI: /0" ,, ,, ,, 3t>1300 5.F. i2"GATE l/.4L//E 121767 S.P IO"OATt: 1/ALVE FIRE ffYOR.4NTASS'Y //0._'27 .F. 2 "METE£~ S&RVICe 5312 5.F. /''METER t;, S€RVIC& 397 S.F. 12">< /0 ''y 12" TEE . - cJT.6L ON.. _ 2~ -~--z __ £ ~~-- 1 8 E4 , sz t..F. 4-E,t I EA, ?357 t..F. 8 /2 :..,c: 8 E.4- 4-EA- /O EA- g EA-z BA- I EA- ~ E4-,.6~ ,-1eS7.fi--1f:-tnN_"""7YPe_~~"-ro1:_vpc 'A''C'u.RB ~ eurreR --.eeMO--VE.-oun .. e.} _5'7RUCTURE~~-- ll 4 ' IV/OE a:wc. mrvAIDRL!IN /560 5.,C: Z;'W/1-TERSc:RI/ICE --0~ 1 °,,'-7t°4 /2 "Y-24 "rLA;11G€ Re!lUCeR. 93 ~ W4T.5€'2V: CCWN FOR OE,40tr;110 M.4IN 1 EA- z EA. '' CONC. CURB 8,, GUTTER. ,, WAL,C&DR!VEWA Y ,1 PAVEMEfil . -_£r---c--rv Pc'C''CVRB~(J/)TTel<(6•~)--_--• - ;:,_ DECOR A 11/VE CONCRETE {dNOERSEPARATE CONTRACT) l.il Ct..€,1/Zt=NCE MARl<ERS STREET t..l GH rsr6ZJ/.7'/!RSTO.Z05-L(e),u11.Pf!R STO. Z03-L) if MOIVlliVIENTS 15"//.C.P. SEIVER /CJ'' ,, ,, . 8 ''. ,, ,, 6"' " ,, MANHOLE BRt:AK INTO E.XISTINOMANHOLE /,.r, ann p 0 140 L.FS I~ r-.C .. ISOO 628 S.F. 2✓"R.C.P 17500 1840 _ 5,F. '-36"R.C.P, 17000 14-~': --39"R.C.P. 17000 4 2t>O :,.r. 45"R.C.P 17000 5 EA /5"RE1NF.PLAGT1C MOR7'AR PIPE 8 ~,4 CJ!TCII Bl/SIN TYPEOL-,4 {J'V:S) Z c:,4 MANHOLE //PE 739 L.F. C.ONC. COLLAR I 'i403A f·,c· COl'IC. OUTLc:T STRUC7. W/714 S.F. R/PRAP -" v "';:· /(I/LET STRUCTURE PER DeTAIL 639 L~A .TEMP-C.M,P. !N'Le7 STRUCTURE IS 1:,. ENCASE 24".WATER. LIN£ I £A 4 ",'8" ~ 10-,, ,,4.C.P. "STUBS/ -•• - 77 L.F. ""fO L.F. '-'' L.F. 295' L.F. 4-09 t..F. /1 LF. ,3 'EA. Z EA- 2. eA, I EA, I EA- I E,,. 10 ,L.F. -:--5·--.'.EA- (6 5·?d·71 LJ OEL£7E /\/07.E / Or ELEC7R/C.4L NO. £ sj;?.71 VTfl R.€///SE QUANT1r1ES/-1NoeK /W.-t &, !i/2Z/71 VTN REVISE QUANTITIES' APP;E~A yJ !? _·_PLAN ,4AJD PROFILE FOR Tl-IE &. e2',_~ IMPROVEMENTS o;=--. eo/.1 ~-r pusucwo"~ffiJ'il~•crnir~,1LrR5/4!LLE5 ON Tf!E BLVFF5 ,zg_!}J_ R.E. NO•~=~-V L \ DATE BY DESCRIPTION REVISIONS DATE____.f'.~-'J__LL__ __ ---l ~-IN TIIE CITY'_QE_NE\VPORT 8EACJ-! APP'D. DESIGNED D.1\/, 1v.B.,RR CHECKED RI/- DRAWN ,V8,PR. DATE I/ 1-I 71 CITY-OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SHEET / OF fO /85-8-1/-5 I ,-------~ () ' l i "tt I 6' 85 8§_ i PROFILE 85 I I 85 85 8.80' Cb .. . PROFILE N9 1 0 , ') 0 1't, Curve Dalo LI R T L 17°09 '12" 25' 3.77' 748' 17°09' IZ" 15' 2.62' 4.49' 17°09'/Z" 5' 0.75' 1.50' 17 ° 09 'If?" /60' f4.J3' 4790' 17° og· If?" 150' 22.62, 44.9/' 17°09'/2" 140' 2 I.II' 41.9/' 7 90°00'00" 4_3g• 4.33' 6.8/' 90°00'00" 14.75' /4.75' 23./6' 9 7 8° !!2 '26" 25' 20.38' 34.fO' 10 78° 22'!!6" g5· 28.53 47.88. II 78° 22'!?6" 45' 36.68' 61.55' 12 0°44'00" 306' /.96' 3.92' 13 4° /8'57" 326' f456' 14 100°53'34-" 5· 6.05' 8.80' 15 84°52'35" 5' 4.57' 7.41' 16 88°18'04" 5' 485' 771' 17 90°08'04" s· 5.01 7.87' 18 J04°48'5f!J'' 15' 19.48' 27.44' 19 17° /6'06" 816' 47.98' 95.24' ?O 13° 59'50" 306' 37.56' 74.76' '21 72•oa·25" 60' 48.70' 75.55' '22 3°/3'53" g20· /8.0.5' '2 a0 s2·2s" 320' 24.83' 49.56' 2 a0 52 ·2s .. 334' 25.92' 5173' 25 2°/2'34-" 806' //.80' ,,• \ 90°00'00" /5, /5' 23.56' ·• '27 32°22'.34" /64' : 47.6/' 92.67' 49°26'44" /5' 6.rjj• 12. 94' \J' 29 114°1307" 5' 7.73' 9_g7· .; 3 /0°36'59" 164' 80.30' 3/ 94°43'33" 5' 5.43' 8.27' 163°3/'35" 5· 34.50' 14.27' 12°54'4I" 164' 36.f)6' /19°2306" 5' 8.55' /0.42' 35 46°/8'22< s· 2.1.3' 4.03' 3 22°03'30" 164' 63./4' 37 I 16°04'28" /36' 217.96' 275.52' 38 /16°04'28" 150' 240.40' 303.88' 39 /80°0000" 5' 1!3.7/' 40 90°00'00" 5' 5· 785' LIETZ 1386 ARKWRIGHT 12-69 ,1,5•06'/8" {!_:2 ,.56 Cb.Rf. ~ \j l,_j ~ "" ~ \ll ~ "' ~ '<::i ~ l,j 1 { 'ti ii; ' ~ "' ~ N ~ ~ ' ~ -..; ~ ~ ~ .,., "l \j Cli '1::i l,j l,j L,2:J.SG Cb.Rf. 5 I\:: '<..i ""~· <i ., "', "' "' ~ L:7.85' Cb.Rf: l)i l,j ¼i • ~ ,-; ~ L: 7.85' o.c. ~"" ~ ~u~ ~ "l>. .;~ \ri Yi "' Oi <$ 4 "' .:; ~ "' "' , > ~ "''SI-~ ~ ~ ,i;:::, '~ ~ .... ,,_ ~ <;) ..._ L: 23.56' Cb. Rf-. 6 L:/2.94' Cb.Rt. L,9.97~-B'27.' Cb.Rt. Cb.Rf 1 BUILDING 2 Curve Dalo ,1 R T. L 4°44 '89" 846' 28.66' 22°4/'30" !42' 28.4-9' 56,24' 4/1----1 ~2 t--:-::--'--:-c-=-=--c-+-____c=.-=.,---+-----+-..=..'.:'...:-"-"'-----1 43J----t z3°oa'4e" 150' 30.72' 60.59' ·., ' l /8°/9'4/" !58' 2549' 50.54' 44 t---:--=-=--:-:c;---:----c-+---c-c-,------f-----=.::....:..:::........,1----=-=---=~ 451----1 46 t------+----+----+------l LANE CAGNEY( LANE 47J---I '48 i-------r-----l----J--~----l 491J---I l------~-----1--------'-----l "' :cl\ ~\ C),, -\ '. I f34.63 8.C·. ' ~ Of93.73 ~\ I I I 51A 5 £ £ "__c..,".1\ ~ ~ • "'<() "" I'(:, ---~ • ...... . .t::,,. 'i . ,..----;C,· ,, -""Cl: ~ •. ' ..-----, "'· "' \tilJ s,\1',\' -'Vt\) -:;."'?;, ~\ti "' I;;, >s 1\0 /tnc..i '.;?,<»"'(;, '1-t-, \\·~,o • ~-"l-LJ.j n~?-1~ ~ \~;. -~ ~- 0-/-00. 00 'l INT. .. /~"Jl,C.W,4TER.L.INE:'J_ ~ SEE t HOAG -----------~ ·"··-~->.,~------- ' i ~~-,u"O e~ "' • '5 -~ :;:: C(l tr; \J u.s \,) -~---+--'<)-· __ , 1 ~/ s?,-;,r/i"" =--,.,....,._ .%:-a:o'21-,~~,t~~-~-;;-.,,,-_. ~~(,· -" " -•• -- BUILDING 3 . . '4 ...... . SHEET DRIVE --·---,:. ------------------------------ H / 05 95 95 PRO~llE SCALES HORJZ: !"•40' VERT :r,4' 0 C0N5TRf/CTION NOTE5. \ L, 9.97' Cb.Rf. PPEP.412.ED UNDER TH£ 5UPERVIS!OIV' OF· ~{!)!u~ RICI--IAR.D • f/UNSAl<ER R.C.E.17061 ENGINEERS ARCHITECTS PLANNERS 2301 CAMPUS DRIVE, IRVINE, CALIFORNIA 92664 (714) 833-2450 ! 6lJ/J APPKO_VED PLAN ,4/i/D PROF/ l E 'f·Ul·I/ Ad }f V l---+---+-------------t---1 l/SS7.PUBLIC ~RECTOR FOR THE IMPROVEMEt./'T OF Mfl NEIL LIIAIE & CAGNEY LANE DATE BY DESCRIPTION REVISIONS DAT APP'O. DESIGNED PR. CHECKED R.i-/. R.E. NO. 12806 -I - DRAWN W.8. PR. CITY OF NE\l!JPORT BEACH !<-!?287-S PUBLIC WORKS DEPARTMENT SHEET ,2 OF /0 _j __ I r~-, --·---<--•··-·'·-..J 95 '., ""--·--·•--+···--···•-~ ---- 95 85 ZO'//.C. Q; ll: l,j l,j ~ !!' TOP OF ~ ~ SZYCURB 95 85 9 9f00 /0 SEE PROFILE N 93 / 2"WATER 51:RVrcc---f-...~ PREPARED UNDER THE .SUPERVISION OF.· ~ &11:#R R.C.E. 17061 ---·' ---~-·•----•--' -----" -., : V~11r··· o•~ II / /// / .,/' ·' 4/;td/J/ DATE C .,t.1/ATEIZ ,i..t!,Ni J .· . • 10",4.C.V/.l ENGINEERS ARCHITECTS PLANNERS 2301 CAMPUS DRIV~,. IRVINE, CALIFORNIA 92664 (714) 833-2450 LIETZ 13B6 ARKWRIGHT 12-69 /3 I 2 3 4 5 6 28 CAGNEY 57.90 r.t.• 5,P· .' PROFILE SCAL.£ HOR/c:: I" =40' VERT : I "~4' IG Curve Data ,1 R T L !!0 59· II" /64-4.27' 8.55' 14°11'22'' 150' 14°1/'22" 136' 40° 12 '/2,, /5' 124°48'46" 51° 39' (3,, ·----------------- •-------·---·-------------- /8 APPROVED ~ ')4!Z-71 Y,TN . .1?811/SG0: .. 5Tl?EGT IIVTE!K9!iCT/CIN B~I l---+-1--------t~--7-,,:zdJti!.... ,4 557. PUBLIC WORKS DIRECTOR DATE BY DESCRIPTION REVISIONS APP'D. DAT DESIGNED PR. CHECKED R:f./. R.E. NO 1e806 -//-/. DRAWN .B. PR. DATE4_/,? / 46 -OELETEO 180' ~ ~ ~ ~ L t ao '-l ,,. 76' ~ ~ 46.90' 5./G. 8.01' 75.19' 45.00' 28.16' 47.48' 52.4-9' l Pl..4/\I ANO PROFILE FOR Tf-lE IMPROVEMENT OF CAGNEY LANE CITY OF NEWPORT BEACH R-1=/Z6J~~ PUBLIC WORKS DEPARTMENT SHEET :3 OF /0 60' v.c. P.!.93.85 R:!.547% 90 90 /00 /00 90 !DcNTIC'AL POINTS IQ' /Q' /Q' IQ' /(I' /Q' /tl' L:75.55' • 5.55' () Cb.Ref, I CON5TRIJCTION NOTE5. _I Consf 2",4.C over 5·:J.B. ,v/5C ?50 pr1me=f 3J ConGl 7}pe ';4"(6'1:r.) Cvrb efl 6uller perc,lv Sid i,/9101-L · 4., Cone;/. Type ''/3"{G"C:r.) Curbonl,v per Crly Sid /,jg /0/·L. 9., /nsfq// VCP Se1verMa117, Sid Man/zdes,f G"LoleralG ,v/lerm117d/ C/eanouls per Sid N9 401-L, ,/02-L, 4tl4-L ,f4{J5-L. ZC?) /175/all Fire Hydral7f Assembly per Sid A/9 500-L. & Cons! 6" CF. AC Curb per De/01/ on Sheel N'? 8. <15', Ins/qi/ 4.CP IVoler M:7117, Gale Vq/ves ,p 7hruG! b/oc.hs per -~ c,1y std6 N'.0 oos-L ,r 509-L. V6) Col7s! COllC. Gul/i.,r c4'twde) per Seel ",4-,4 ~ Delo1I 7 517eel-N'? 8. e.7.', Cons! Co/7C Cross Gui/er per Eeh1/ 17 5.rWf ;V~6' -~ (2,s) Const. Curb 0Df/efper Oeloilo/7 Shr..S. . _ fj (?6Jroys ~-IYE_C < : __ l'ti::C,-lf:]CtlR§~'!/-J9_1L7:TER_E_ER c,rrSTDJl~/0?-l.& -st· @rRANSLTLO&EROl2IJ.YPE.'l£"CUR8 ;~ur._~.:.!'._Ylj1E~'C":f:!i~ · 7:UE9;,;-:-GULF..£.R_:mi.J..:SUOM/l'il,clQ/,1/J<!/ c, ~ ~ "" " "" PREPARED UNDER THE SUPERVISION OF uwdd ,f/;M!HJ,,,{_, .. RICHARD /.IUIYSA t<ER R.C.E. 17061 4-/;/dtJ DATE . ·: ENGINEERS ARCHITECTS PLANNERS 2301 CAMPUS DRIVE, IRVINE, CALIFORNIA 92664 {714) 833-2450 LIETZ 1386 ARKWRIGHT 12-69 J TOP OF £'LY. CURB 90 60'i/.C. STARE LAN£ -------~----·--- i 80 80 i '!J 0 f'J . 66 i t • i-11,.t ti \ 0i\,. 0 • 13 14 85 • 85 85 L, 10.7/' Cb.Rf. <:\; <J -~ !l), ~ 1 "1: ~ ~ l, , /7.$8 Cb.Rf. PROFILE ~ ~ l ~ ki ~ <::, lCENTERL!NE GRADE TOP OF,1/ZY CURB-,/. , o.c. PROF/I..£ SCAI..ES HOR!Z: I": 40' VERT: I"= 4' Curve. Doto Ll R T L 104° 48, 59,. 15.00· /9.48 27.44' 12· 08. 25" 60.00' 43.70' 75.55' 70°23'58" 214.oo· 150.96' 262.94' 70° Z3'58" 200.00' /4/.08' 24.5,74' II" /8' 37" 186.00' /8.42' 3G.72' 4w0 0l'.5<i," /8G.00' 79.0/' /.4943' (%0 23'0/" 1500· 9.81.' /7. 38' 122.0 40'Z7" .5.00' 9,/5' 10. 71' 30°40'42" IG6.00' 88.88' 30 ° 40 '4.2" 180.00' 4CJ. 37' 96. :18' 77° 0/' 39" !?4.00' 57. G5' 13°40·01· 194.oo' 23.25' 4G.28' 12° It '30. 214.00' 45,60' 77° 38'4/" 35.00' 28./G' 4743' 86° 3 8 '57" 5.00' 4.88' 7.73' 97°/0'51" 5:oo' 5.67' 8.48' 70°58'50" 45:00' 32.09' 55.75' • 27° 57'25" /40.00' 34.85' 68.3/' 29° 32' 19• 150.00 39.55' 7733' , 23° 57' 36" /60.00' 33.95' 66. CJ0' 90° 00 '00" 2500' 25,00' 39. 27, 1ao· oo· oo· 7.50' 23.56' 'i!?"OO'_OO" /5.00' 1.5. 00' 23.56' ISLAND NOSE. DETAIL DATE BY 85 · 85 85 95 95 95 I I I I ,0 I ,,, I 0 HOAG TOP OF EZ Y CURB 11 I DR. u <::, '-i L,l/.78' o.c. - L,1/.78 O.C'. 71 'POF E'LY. 'SL4NO Cl/RB L~23.56' Cb.Rf: TOP OF J/t/'LY. CURB I 95 95 95 2 SEE SHEET N26 DESCRIPTION APP'D. REVISIONS SCHOLZ PLAZA A fJ'T. PUBL C WORKS DIRECTOR R.E. NO l/?806 DAT .>-//. // DESIGNED P.R. CHECKED R.H. DRAWN .8. PR, DATE 4 I 7/ PL/IN AND PROFILE FOR Tf/E IMPROVEMENT OF STA RE L4NE~SCf/OLZ PLAZA CITY OF NEWPORT BEACH R-5Z87-S PUBLIC WORKS DEPARTMENT SHEET 4 OF /0 • ·\ -~ ---~------- zo ........ ICL.F. CJF l:i"V.C.f:@ Z/.40%. //00 <\, FUTURc SEt\lcR ~ .._ ,.._._, l=X. Ml/ LIETZ 1386 ARKWRIGHT 12-69 I ' #8 "r/.C.I? @ /67. 83 l.k ~ t l,iJ " g~ j 1 (jj ' I,; 1/) ' • ~ 0' (iJ ~ ~ ((j f. O," o • 1:/1,0 ~ I fl,: $RFACE 0//GJZ. SElVE,e /I/OT£: CONTRACTORSHALL VERIFY LOCA770Nf ELEV,4TION -r--. .J..-~OF EXIST. 8"SE//VERPRI0RT0 '{JAl'/TRUcnoN OF ANY U Tl l t T ?'".i/J\1b>f-if.<=>,0 R-?0,14;,:1'4£,,~ 4- EX. GR0UVD O~R .SE\VGe ,~.; ~.c.f. ----- PROFILE 5C4Lc /./01212 : I"= 4-0 ' v£,er. : I" = 4' l,IOAG ,1/0SPl?AL PREPARED UNDER T/IE SUPERVISION OF. CONSTRUCTION NOTES @-INSTALL VC.P. SEWER MAIN, STD.MANHOLES t 6"LATERALS WIT# TERMtN,4L Cl£,4NOUTS PER BTO. PLANS Ncs 401-L, 402-L, 404-L ,t 405·L. ~ :flc:A?M/W,; • /.lll~l<ER. R.C.E. /7061 DAtE -~--~ -·~•---. ' --~---· --- •• v~nj"'."'" .,.. . --------, ENGIN-EERS ARCHITECTS PLANNERS 2301 CAMPUS DRIVE, IRVINE, CALIFORNIA 92664 (714) 833-2450 20 APPROVED dJg:JU., l--t--i------------t-7 ASS'T. PUBLIC WORKS DIRECTOR R.E. NO. /8806 DATE BY DESCRIPTION REVISIONS , OAT APP'D, DESIGNED PR. -//-7, DRAWN ,n P."'. CHECKED ,e, //. PLAN ,4ND PROFILE EOR Tf!E IMPRO//EME/\IT5. Or OFF5/TE 5E\VER CITY OF NEWPORT BEACH R-5'2£>7-~ PUBLIC WORKS DEPARTMENT SHEET 5 OF /0 ----·------------------------------------·-·-···---j 100 - ·100 - 100-· 0 [:&J.G9' c.fi?.. C.F. TRAN:i. cJ" TtJ GU L = 79.27, CF TRANS ,5·· o 6'.' R= 0.40"/. G/f,10£ rcJR r£' GKA;;;>E FOR 10? cJr: 5'LY, Cill?f.3 le= 0.4~"/. I 2 Cl//?,8 RET PA7;,t L1= lf'9°45"¢0" R~ 3!5'. L: 7927 PREPARED UNDER THE SUPERVISION OF.· ~ ft:d!MJ«. .1-~b1 RIC!-IARD ;.;:;;SAl(ER R.C.E.17061 ~i.4TE. ENGINEERS ARCHITECTS PLANNERS 2301 CAMPUS DRIVE, lRVINE;· CALIFORNIA 92664 (714) 833-2450 GjfA/;;>E ,'VR TO? 0;': . ;\1%Y. PU,f8 PART. V.C. C.R. EX 15T. 4. 5' Hl&"fl CHAIN LINK /'"ENCE • t'OO' V.C r r: 1. == 79.83 J 67.27' ;:vr.c.R. . !"ART/AL. V.C- L•6B.75 ... Cb. !;3'. /.IORIZ: J "~ 40' f/ERT: J "' • • 4 ' i- l • l . 10 '· • . & . ..( ',' .. ,~ JOIN EXIST CURB 4 OUT TER { SIOEWAL·K . . . • • . ' . . . . ,, ,, PLA/1/ AND PROFILE FOR TIIE /MPROVEfi--1.ENT OF HOAG .DRIVE I . I --~-------.--------------------------------~---------------------------------------------------------'---------------------------------------------~.----~~-::..:~-•b-.-- I ~ lb ' :-I ~ ~ ~ Ci\ '-! ~ I ll\ 'I) ' G'- \ 4-100 (?llANT/T~ (r111s PlAN 0;/Lt/) .4C/ Ae, =-~~4 s;r: Pav,z,n,zn-f J:!emoval e 4 9 SF __ _ 5",Jt:/ 4" ,U!> 1"EMPDRARS' I l3 I I SJ: 112' AC 11/A'TEI! :>O '5 LF Pvm '," T£AP, /'2 x tZ 1"" IZ 7ee. /2 >r /Z ,,_, BJ rj:E. 12.✓.1 G J/ l3"Gtl 8 " ,i /'2" IJ/;.vo F/Q,,1£- 85 LF JOOS SF I £A I $A I E4 I EA / {3,l -1' ' " , ' ,, ,,, - "'I -, __ : - ; f. - - ' I I I, - PREPARED UNDER THE SUPERVISION OF: ,/lelvzuf ~ RICHARD 1/UNSAl<:ER R.C.E./7081 4/;;,,/,1 ENGINEERS ARCHITECTS PLANNERS 2301 CAMPUS DRIVE, IRVINE, CALIFORNIA 92664 (714) 833-2450 ?L//0 & CON6TR//CT WATcR SERVICE CONNECTION rOR LJEAO ENO MAINS PER _: STD.503-L. 24 ---__ E)(/ST Q/<'AOL: ·,a-oRTOP Or WZ.Y. CdR,6 -- - I -{fl..= 0.25 0!.) _;.._.;.__. ____ -_"'.',_"°_, __ _ ---f---- EX/'?lTING,:.@ ?,eOFILE - ' - 8f(J(J NOT.:: THL: T.iMl"ORARY B"A.C-/4"A,8-TRANGITION 5&CT/ON OESIGNATeO THUS f?VA SHALL. c>E COMr'LE TE<. Y REMOVE!? JVST BErO.RE CONSTRVCT/ON Or THE PERMANENT GTREET ?AV.iMENT SECTION ( 4~ A.c./ 14" A-B-OR S ':4.c. / i:i?",4.B.} 15 7ZJ fJE ACCOMPL/5HEO. APPROV,4L OF INTERIM IMP,€0VeMENTS l"li'OM 5'TA-8r00.00 TOSTA. el~5CJ.d!?J IXJESNtJTRELE"1S£ OEiVEiL.01"'£.R FROM COMPLETING THE t/LT/MATE, PeRM"1NENT 'tMPROVltMENTS rROM 5;;,,, G-l-¢4.G4 TO ST-4-!?l-150,,!Je,. ' L: 79.:?7' CR. C.F. TRANS. 8" TO 6" 1(7.fOO -,_ -lt'-l<JtJ -: - ?/?.Or/LE :SCALES_ -J-IO~IZ.: f":.40' ve~r., 111 =4-' _ -/.!J.f(J(J l4-l-00 ' -! - CONSTRUCTION NOTES ' -' --t -_' - IT\ __ (4''.dt/J4°Al!J or< 6'Jic)t:.i ~CONST ",1-C. OVER ':4.B. IY/SC 250 PRIMEC0AT o,,_ 1o''AC.INA,111e) Fl/TtJl2E. @--coNST.CONC SWLI( (4"TJIICK) PER CITY STD. IV!' 103-L. nm;IZE @-INSTALL FIRE HYDRANT PER CITY STO.NESOO-L. @-1NSTALL J/.C.P. WATER MAIN,GATE //ALVES ,I "THRUST BLOCKS PER CITY STDS. Aft? 505-L { 509-L. FOTLIJ2E ®--coNST. TYPE ':4"(8 'r'.F.) CURB { GUTTER PER CITY STD. ;VE 101-L. rf/W/26 ~ CONST LIGHTING STD. tf< FOUNOAT/0;\/ PER CITY OF NEWPORT BEAC/1 ~ P w.o. owe. STD. N!' 1203 ·L • ~ t:!.ECTRICAL NOTES 5/-IT. f EX'./!! "A.C. WATER LINE~ --l®,-c;c,;---::----~ __ C_!TY OF NEWPORT BEAC._'lf~L- ~ r:tt1;6~7;ff.f!cµ REMOVE EX.12"PltJB • U GvP,.,o,._ r 0 /;!STALL 12" VALVE ' ~~EXIST.0.V___ EX. R.W --J '-.__ ....__ t!: XIS T. F.H. ---......___EXAIR RELt!:/ISE , · ltj ,1,/CA&, ---~~ 1 CONTRACTOR TO CONTACT / 1"'-TIIE CITY OF N.B. BEFORE / ~\J C0M/vfcNCtN0 T#IS Pf/ASE ~ ~ <::) OF WORI<. ~ ~ loTAl-CURB RET.DATA Ll-= IZ9°¢5'40" R:35' Ll= 79.27' T" 74.65 PAR/JC.Al. CulZb ilt=-r. DATA Ll., 8-6° -zo' 4€/' I<• e,-s· L" 6?..14-' t-o_A_T1:~8_Y~ ___ o_Es_C._'R_1P_r,_1o_N ____ ~AP,_'P_i7--t-7~-;::~5-=-·'0.-;cw-:-e-D---t-ccc'/,_R.=;=-_ w.-:-,v----1 CITY OF N£/Alf'()RT IJ£.4Cfl R-5287-S c/11:CK'eo /?,I/. OATE.4/1 JI PUBLIC WtJR/(5_ D_EPARTMENT SIIEET 7 OF /0. REVISIONS \ .------ TYPICAL STREET SECTIONS T'/PICAL SECTION IIOAG DRIVE {P4RT/AL CONSTRUCT/ON N'L Y SI De) F/2O14 SUPERIOR AVE. TO 6TA. 6f90-47 8' 3 10· 30, ·(i'CF. LEV .--t.7c/o_ oo Doe- I 60' 30' 22' 1/ARIES FROM 22 'T035.'13' _,TA7f82.73 TO oT,4.9/-,/3. 98 ffi 0 0 0 HOAG DRIVE 27.5' 27.5' 2 , 2:J' 10' 10' 8' 3 0.12' UN£ /.5% --- 2 2 SCHOLZ PLAZA 2' 28' (20·4 16') 14-' { 10'( 8') 14-• r10·4 8'J 0.12 '(0.18'( o.zr) t.eV£L LING I.S"/4--/ 0 0 o 0 2 __ INTERIOR STREETS /OD' ULTIMATE: 50' 50' FUTURE IMPROVEMENTS 11.5' EX.PVM'T. /8' £,<'. PVM'T. 13' EDOEOOIJDP/'U'. 8' 3 1_11 r IL,----VARI£, LEVEL LINE 5'= 1/4':I' L_.1 .... /.7¾ 8"C.I: '.~ .;-,-:•,•·.·'J"~···· "~= --=~~i?'ID' ZI ':V!!} SUPERIOR .AVENUE- LIETZ 1324 12-69 DIRECTION OF SLIDE 36"STEEL CASING 15" V.C.p SEWER STRAPS BEVEL 4"x 4" WOODEN SL/OE t---'-'-/.75L· ----/. A _j STRAPPED TO PIPE 84RREL OREASE BEARING SLIRFACE-' - W/h'EAVY LUB GREASE. ELEVATION BdCKFILL J11/4IR 8LOW/V CLEAN SAND CAP ( SEAL ENDS OFCdS!NOW/ BRICK ( MORTAR __.-STEEL C4SING "R7 3'".XS~RECTANGt/LAR 5VPPLIEP e,y G/fAOIN6 CON TR,? • 1C./ . .APAPTORcA./'CC.4,5:J)4"0/A. ~~:~-~·tr~Jl~,;'-L_:JJJ1N["}r,r-;,; __ u ___ £_0_-_e,~y~c~c,J,f'.Je;lvM~t-~~"'-~=w~-"J"";,· ..---:, L-.--....J SG~ /-"('..-4,v· 4"C. I. P,//,C OR ,t.C.r. {~;fr. 2) e,y 0,lf,4PI/Y'6 C0NTlf'4Ci?JK' SECTION A-A CONSTRUCTION NOTES ~ CONST. 3"A.C.OVER 8"A.8. W/SC 250 PRIMECOAT. ©-coNST.3"A.C.OVER 4",4.B. W/SCf?50 PRIMECOAT. @--CONST.TYPE'.,:/ "{6"C.F) Ct/RB ef GUTTER PER CITY STD, NE 101-L. @-coNSTTYPE"B.'{6"C.F.)CURB ONLY -PERCITY STD.N!?IOI-L. @---coNST. CONC. SIDEWALi( ( 4"TII/CK) PER CITY 6T0. N!?/0.J-L. . @-coNST. CONC. CROSS-GUTTER PER CITY STD."!!? 104:L {MODIFIED) 0----CONST. CONC. CROSS-0 UTTER PER DE,TAI L (j) Sf.IT. N !? 8. (j)--coNST. CONC.DR!VEWAY TYPE 1 PER CITY STD. NE 108-L. r;;:,.____INSTA LL V.C.P. SEWER MAIN STD. M/INHOLES I 6"LI/TERALS J1IITIITERMIN4L 0.0.0FBELL 0.0.0FPIPE CURB INLET~ c,:;.vc GUTTER DETAIL (l) \:!..I CLEANOUTS PER STD.PLAA!S N~ 40I-L,4DZ·L,404•L ¢405-L. @-INSTALL FIRE HYDRANT PER CITY STD. N!?SOO·L. Wll?OEN SLIDES 4 "C.I. PY.C. OR //.C.P BY GRADING CONTRACTOR I' ®-ll/ST,4LL ST4i'-h9;4R0 r,¼TE,f? SE/?Vi'CE ,V/T// 3/4 ",~1£TEi'? f'C,'? Ci TV S TO. //!' SO/ L . -• ScCT..A-A SEE GR4DING PLAN 'FOR CONT7Nt/ATION SUPPLIE08YGR,4 !NO CONTRACTOR (l!IILESS OTH£RN!Se Sh"'1.Wr ON PL,4N.) 4' /;;;\__ INSTALL STANDARD WATER SERYICE WIT// I" METER ~ /;'ER CITY 6TO N!?50I-L. @-INSTALL STANDARD WATER SERVICE JViTII E"A,/ETER. PER CITY SlANDARO N~ 502-L. PIPE CASING DETAIL NO SCALE C.I .4DAPTOR (//.F.C. 480)1"01//. TO 3",r 5" RECTANOUL//R. SUPPL/ED BYORAOING CONTR.c;- 4"9 ,4DAE7DR CROSS GUTTER DETAIL@ NO SCdLE /NST//LlED 5YCUR8!NG OJNTR . 6" 2" ,4.C. CUR/3 5HOWN_ ON PLAN STREET STREET - PAVING NO • OUTLETS SCALE R.,, Shown or/ P/cn "...J 6 R:Shownun Plan. HOAG DRIVE SEE SHT.6 4 CROSS 0UTTER DETAIL@ A.C. CURB DETAIL NO SCALE CA8!NETTO BE PAINTED WITH A MINIMUM OF ONE COAT OF E)(TERIOR. ALUl.1/NUMPA!NT ill ECONOLITE CABINET N!?3725. CIRCUITfJREAKER{S) 2" CONDUIT /"ROM EDISON VAULT. l...lc--1-'r::::,a-/ 1/4 "coNOU!l TO UGI/TING CIRCUIT. DETAIL 'A" NO SCALE PARKWAY WIDTI/ AS S/10/VN ON PLANS SIOEJf/AU< JAI/OTJI 211 DOOR F4CING STREET ' l 45 $11011"1 ONPL//NS 1X2 1Y6 11 P.C.C.P4D . SIDEWALK AOJACENT70 Fl PARKWAYIVIDT7/ASSf/O/l',v'ON PLANS ODOR FACl!VO STREET SIDEWALK WIDTI-I I/ S Sf/OWN ON PLANS Z'YZ Y6"P.C.C.FAO r C Z" 5 'OF POOR PAVEMENT TO BE REMOVED ANO JOIN OR_ FEAT.I/ER Of/ER GOQQ P//M'T. 1!!SNECESSARY.TO FORM SMOOT/I JOIN. _ -ECONOLITE CABINET MOUNT/ NG SIDEWALK BEi-i/ND CURB TYPICAL LOCATION ECONOLITE CABINET 5 P.££E'A.RED __ UNDER__II-IE 5U.EERYIS/DN OE ___ _ j£__,,J,,q,4,d 'fflj_tMdl4L.,, ~ RICHARD J/U.SAKER ~R-C.E.17061 'V~~oo,:Mo~ 1 ENGINEERS ARCHITECTS PLANNERS 2301 CAMPUS DRIVE, IRV!NE, CALIFORNIA 92664 (714) 833-2450 ~·.':: C'.>,,, .• W4tt< ... ,.,., "· .,_,,... . 6'CF. .@--coNST. 6"C.F. A.C. CURB PER DETAIL ON SHT. N!? 8 . 3tS"Rci:T. PIPE (AFC.470) IN STREET 11,.W S/IPPUED BY STREET CONTRACTOR, @-INSTALL ,4.C.P. WATERMAIN,GATEVALVES{TI./RUST8LOCKS PER CITY STDS. N°" 505-L ef 509-L. ®-coNST CONC {]UTTER (4 'WIDE} PER SECTION A-A, CROSS GUTTER DETAIL(!) SHEET N 9 8- • THIS TYPE IN TWO LOCAllDNS /IOAG DRIVE ST.4./tlZ { STA.4168. @---coNST. CONCCROSS GUTTER PER CONCCROSSGUTTER DET,!/IL@ SHEET N!!,B. '~ DECORATIVE CONCR£,·o SEE ARCI-IITC--CTURAL. PLANS 1 ,4 c. @-CONST CONC CROSS GUTTER PER CONC. CROSS {;UTTER OE771/L@ SHEET NP 8. --G0N-S-h-CONC,..CROSS-GIFT-T~-R-P-ER-G0/,./G,-Cl<!OCS GUTT£,(? DET4/L@ S' 'EET " 'e-"-n ,v-u. @--coNST. TYPE ':4 .. {8;'C.F.) CURB f GUTTER PER CITY STD. NP /Oi-L ®--CONST 4 "4.C. OVER 12".4.8. W/ SC eso PRIMECOAr. @-coNST STREET CENTERLINE MONUMEA(.TPERCIT.YSTD,/41!'/13-L -@---coNST. LIG!IT!NG STO. f FOU!I0,47°/0,V PER CITY OF NEWPORT tJEACII PWD. OJ/VG. NP G'TO. 205-L {B) ®-CONST. LJGh'TING s.To. <f, FOUNDATION PER CITY OF NEWPORT BE//Ch' P.WO. DWG. STD. N-203-L . • @---COAIST. CURB OUTLET. PER OETA IL Of/ SJIT. 8 __ £ @ CONST TVPE "C':{6"C.F) CURB,?, GUTTER PER CITY srD. N° /02-L ~@ TRANSIT/ON FZOM TYPE "A" TO TYPE "C"CURB.f.GUTTER. . £ @ CONST-Ctl/?B !,<!LET !"ER PETAIL. av Slit: 8, c--_ lz9' INSTALL 25 l.F. S7D. BARRIC.40E w/ /R ~ ·ZECTOR P!:R CITY = '-:::'/. STD. 114-L f-.: • \l) ' ~· CAGlvE.Y LN. SEE ::;!-IT. 2 I STRAIGHT ORADE SWALE -~-.IN DECOR AT! VE coNCReTE SEE SHEETS 2 ~ 4 FOR F.L. £LEV4TIONS. FOR. DIMENSIONS, SEE DcT.4/L TORIGh'T~ LA AID SCA PE PL.LINS. ~CI-IOLZ PLAZA SEE SHEET 4- A Nov---v:r.f/_-A!Joeo---z;ecoe. CoNc.scuot.rPLAZA-~ 3/71 ST,4.0f5"4 TO STA-Of78 DATE BY DESCRIPTION REVISIONS APP'D. DESIGNED PR. CHECKED R.I✓- DRAWN W.13.P.R. DATE,/// 'f-I 7/ DETAIL _ NO SCALE CITY OF NEWPORT BEACH R~5Z87-S PUBuc·woRKS DEPARTMENT SHEET cl OF 10 185-8-11-8 ----,---- ( 0 .I TY.P/CAL. P/TC/21 .SECT/ON NO .SCAL.e NOTE ''A"·: ,. __ - CONSTRt/CT REhV.F. CONCRETE C?t/TLET .STRt/CTt/R'E (ENERGY ,0/SSIPATC?R) .PER ,:JETA/L i-lEREO/.J. - I I ,4N ACCEPTABLE 4LTERA/4TE FOR REIN.FORCc.O CO;VCRETE ,P/Pc .S#ALI. 8c 42" C,4ST·/;V·,PL.4C£ CONCRETE ,/3/?E CO,VST,f"O'CTE.0 /.N' 4CCOR.0,4.N'CE 11//7"# T,t:/E .SWTE Or" CAL/rOR/VU .O/v'/.S/0,</ Or Hl6h'W4YS ST4,V.,:,,,f,f",? S.PEC/F/C-47?0/2".5" 1 ../AN.,/,97/, SEC?70/V G.3. -SEE S//£ET 10 /2:7R C,4ST·//V·?L4CE PETA/LS. PREPARED UNDER THE SUPERVISION OF.- .flt~} ~11lJllA( PICI-IARD liuNsAKER R.C.£, 1706/ .-- • ~c- V~Th. ocacge co,::; - F/NISh'EP .St/RFACc_ i _ 0//ER £'•STPRM • __ ' £>RAIN EX/ST/NG Gko. !J' E -STCWM P,f',1/N l _, ---'ti / I I ----/ -~ ---- -"' - - --,,_ -· -- ENCASE EX/ST/NG 24ll W,4TE,!f L/NE PER DETAIL I ' I. I -.I I ' ·~ ·: 11~-~ "':11,' -~· _v:. ~ -,,d-/:g.-5 Af/Y CV,<ICR'ETE • ·o.·ffe 't,/,JiJ'6 -~-ts.P,f',NGU.,VE " " ENCASEMENT £JE7A/L • c4'N 11/4TER L/#E ;VO SC4L£ ENGINE~RS ARCHITECTS PLANNERS 2301 CAMPUS oR1vE, IRVINE, CALIFORNIA 92664 (714) 8"33-2450 '. DATE !3Y 40 g /J1· C7 15'-{}"' ·1 9};," \:L.---'---""'-'-·--=--=O=-=-Ll~"-------+--------'--+ A A ~ .-te:~ C 45" R.C.? I I -+-~-~-'----,---------+¥----l__ ___ J -I 1~-t--+-+--!-+--+H-- 1->s,I +--·+-+-'----t--UJJI __,,?T 4@ /5" i.: tl< I UW SEC770/V 8-B £01/TLET PLACE S4NPBAGS AS Sh'OWN'. G' PLAN ///Ef/1/ SCALE: ¼":/'- - ' •. ·-. 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