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HomeMy WebLinkAboutR_5462_SBAK E R oj---7------+-'-'-,< -::; "" , OAMS "-1---H-- CITY OF COSTA MESA V!(TORIA r··1 ' ' ·---·L 1 19 TH :: i <, z ' !\ < ' -fJ L ............ . /··) I I l ~~, l.""". ,l______;. . '" ,, .. ~-~~,g_ ... (' / ,,,. / C VICINITY MAP > • . 0 • . S'. l\4BOL LEGEND ::,':' ♦ POWER POLE 0 MANHOLE 'O' Fl RE HYDRANT D METER SOX --0-VALVE 0 • E-POWER POLE ANCHOR A -><-)(- = MONUMENT FENCE BLOCK WALL TREE SHRUBBERY ASPHALT PAVEMENT BRICK WALK i_:~:_;j CONCRETE I; ;:! eL/,e,..L,,<:<1 BUILDING EX !STING CONSTRUCTION 'NEW CONSTRUCTION ---i" CEc!TERLINE ----s-SEWER LINE -·•--w-WATER LINE --G-GAS LINE -TEL- POWER LINE TELEPHONE LINE CABLEVISION LINE SPRINKLER SYSTE;M TRAFFIC SIGNAL STREEf LIGHT 0: :::, ,i: ,_ 0: "' (J .. -. ------'\ \ \ 0 \ PACI flC ',/IE MEMOIIIAl U C , ,o PA II It I -.,,.'--.,_,_R,,,_D •:.,--. \ . : --.... _...., I I I , ,-· '-, "o ' "'# ~ \...._ ~,. ' .) BASIS OF BEARINGS The bearings shown on these plans are based on the centerline of Jamboree Road being North 41 ° 56' 48" East as shown on Tract No. 7394 as recorded in Book 281, P-ages 4 through 6 of Miscellaneous f/,~µs, reco,ds ofOrange County, California. BENCH MARK SPI< & 2 W. at centerline inter~ection Mac Artlwr 8oulevar,J & Jamboree Road designated HV-1 per WLl!ia111son and Schmid (S ·107 /1.2) ELEV.= 39.515 M.S.L. This bench mark was. established from a bench circu_it started at OCSBM JJ-13-70 El 52.205 1970 Adj.· SW Port'. Int. Jamboree and San Joaquin. EMERGENCY TELEPHONE NUMBERS AGENCY NUMBER NAME > SOUTHERN CALIFORNIA GAS COMPANY 634-3128 SOUTHERN CALIFORNIA EDISON COMPANY 835-3833 PACIFIC TELEPHONE COMPANY I· 800·422· 4133 CITY OF NEWPORT BEACH (SEWER & WATER) 640-2221 COUNTY SANITATION DISTRICTS ,>i,2-2411 EXT.24I TELEPROMPTER C0F\P. OF NEWPORT BEACH 642·:1260 C0MM\.J"IITY CABLEVISION ·7,z O -'2040 CITY NEWPORT PUBLIC WORKS OF BEACH DEPARTMENT IMPROVEMENT PLANS FOR INTERSECTION MODIFICATIONS TO JAMBOREE ROAD AND MAC ARTHUR BLVD. AND JAMBOREE ROAD AND N. BRISTOL STREET CONSTRUCTION NOTES 1. Remove existing A.Cover A8. ------------------------------ 2 . Rem0vr-c-xi~tin,g 6 11 curb. ------------------------------- 3. Jt~r.-Mv:n c:,Y.f,r,}Jnr cw·b & gutter. --------'----------------------- 4. R~tnov-~ ~xisting PCC. ",idewalk. ----------------------------- 5. Re1nove existing PCC median paving.---------------------------- 6. Sawcut AC pavement.--------------------------------- 7. Sawcut fi'CCcpavement. -------------------------------- 8. Protect in ploce. ---------------------------------- 9, l.O. 11. 12 .. Construct 16" "deep lift" AC section.-------------------------- Cons.tr.uct 3" AC over camµacted native SAil, ------------------------- C.onstrµc.t Type A2-c8 ctirb & guUAr per G;iltra11s. Std. Dwg. NS· A modified per Detoi I "a" on Sheet 2. --- on 6 AB To be odjusted to grade by Telephone Co.------------------------ 13. Construct 8" cU<:h &..g.utter Tvpe "A" per.Std. Dwg. 182-L. -------------------- 14. Construct Type "D". PC.C..curb per.S.td . .Dwg.183-1. ---------------------- 1-5. Con,;,truct Type "A" c.urh.&.guUer.perCity oflrv.ineStd. E'lan20.0 & .. p,er DetaiL"O"on Sheet 2.------- 16. Construct 14" "deep lift" AC section,-------------------------- 27, C.OJ1s.truct 4" PC.C. median paving.----------------------------- 18. Place 6" "deep lift"AC.section.----------------------------- QUANTITY 2, .35.;f &.!; 720 t.. F. '745 L.F. 6,3ZZ I... F. 3,310 s.F. 2, //JI I... F. 35 I...F. N .. A. q r,,5 s. F. 3, 3 :JO 5.F. ill I, 059 I... F. ill N. A. 538 t.. E t,, 9 Z I...F. 3/(p I...F. 4, ~80 S.F. 2,3875.F. 87to S.F. 19, C.Onsttl!C.t P.CC..s.idewalkper Std, Owg. 180-L. -----------------------. !3, '957 S.F. ill 20. Construct retaining w-all per plan on Sh.eel 2. ------------------------- 21. Construct access rampl\lo. 1, Case E, perCaltrans Std. Dwg, N.8-B & per Detail "C"on Sheet 2.------ 22. Loostnict local depression per Del.ail "G." on Sheet 5.--------------------- 23. Construct nose_ flare per S.t<I. Elwg., 107-L.------~------------------ 24. Construct access ramp No. 1 Case El perCaltrans Std. Dwg .. N8-B .&. pcr·Oetnil '1F" on Sheet 3.------ 30. ill 31. 32. ill 33. 34. 35. ill 36. Remove existing catch basin (W=3 .5'l. --------------------------- Remove existing 15" RCP ond plug opening in exist. 33" RCP. ----------------- Remove existing encased lS" RCP. ---------------------------- ( Deleted) {Deleted) Construct 18" RCP (encase per Std. Dwg. 312-L, Case 2). ------------------- Construct catch basin No. 9 (Modified) with local depression per L.A.C. F.C.O. and per Detail "G" on Sheet 5. ?r,,8 I...E INC. IN ITEM 19 1..5. INC. IN ITEM /4 INC. IN /Tt:M 19 1..5. l.S. 7 I... F. 8 l..F. ID. I eA. GEhlERAL NOTES 1. Tl1e constn1cU011 of all public improvements shall conform to the requirements of the Construction Standards and Spec- ifications for the Construction of f'uhlic Works, City of Newport Beach, 1919 Eclitlon wi>h supplements unless otherwise specified on the plan. • 2. Stationing refers to the center! ines of street except where otherwise .noted . 3. Curb data refers to the face of the curb. 4. All concrete curbs, gutters, sidE!walks, drainage structures and retaining walls shall be constructed oi Class 560-C-3250 PCC. 5. All exposed concrete surfaces shall conform in grade, color and finish to all adjoining curbs and sidewalks. 6. All underground work shall be completed prior to pav.ing of streets, 7, Existing underground utilitie.s aI·e as per available records. The Contractor shall be responsible for verifying the actual location and elevation in the fi~ld, prior to the beginning of construction of the new faciliUes. The Contractor shall inform the engineer if measured elevations deviate from elevations shown on these plans. 8, The w,I1° and face.s of ctll cxc~v-1U-5ns greater that five (5) feet in dep!Ji shall be effoc'iv~ly guarded by a shoring systeli1, sl0;1ing of Lh2 gro,nd or other equivalent means. Trenche_s less than fiv_e (5) feet in depth shall also be guarded when examination .indicates hazardous ground movement may be expected. 9. The Contractor(s) shall obtain a permit-to perform excavation or trench work as described in Note 8 above from CAL/OSHA. 10. All manholes shall be left helow pavement grade and brought to finish grade after pavement is in place. 11, The Conttactor(s) shall request inspection from Public Works Department 48 hours in advance if performing any work (640-2121). 12. All construction within State right-of-way s.holl be constructed to Stole Standard Specifications and Standard Plans as of January, 1981. 13, The Contractor shall tele11hone the City of Irvine .at least two working days (48 hours) prior to starting construction (714/754-3676). . • • 14. • The City ·of Irvine sh.,11 inspect construction on Jamboree Road north of MacArthur Boulevard. 15. Construction within the City of Irvine shall conform to the City of Irvine Standards. COI\J$lkUC r!ON NOTES (C:ONT!NUEDl QlJANTtTY 40. fleloGate existing street.light€, install co11duit per Std, Dwg. 101-L.-----------/ EA. 41. lns'.all pull box per Std. Dwg. 205-L.----------------------1 £A. 42. Remove existing tree.-------------------------·---t...5. 43. Remove per signal plan. ---------------------------INC iN Slt;/VAL 41!. Re.lo.cate &ptinkler &y&em behind new sidewalk/retaining wall.-------------l.S 45, Relocote existing sprinkler control pull box 6' behind new edge of pavement.----t.. & 46. Relocate sign 3' beJ1indnew curb & gutter.--------------------1...5. ill 4 7. Construct drainage in let Type OS with gutter depression, construct 12" A. C. P., 3" thick L. 5. A.C.; construct concrete curb Type Al-6 1 ond wood borricode per Caltrans Std. ond per Detail on sheet 6. ill 48. Construct variable thickness AC cap per detail on sheet 4. ----------575 '3.1': ill 49. Relocote "Traffic Signal Interconnect" behind new curb.-------------L. '5 ''AS BUI LT'' ill JA.M. /)-"A§ BUILT" APPROVED (AS TO PORTIONS IN ,----------------r--===-----------.------------i,-,---i---/.!..::..,.= ____________ 1 _1 .CITY OF NEWPORT &fi"Ji~j,7 APPROVED (AS TO PORTION$ IN G1TY q -412w.Jll!L IMPRO//liMliNT Pl.ANS FOR /NTeRSeCTION MOPIFICA'T/0/VS TO OF IRVINE ONLY) \AlllLLIAMSON 8/"'l>L!li!l, J.lllf,j'\ CITY ENGINEER f%c..,J' ,1_ ~ V 'f ll . ·: • • •.•. · •• -• • ~· Vfll!l\l'flllJ DATE o;iol-oe=1·:~~~I 7,-(-98-.c-• CITY ENGINEER 177S2SKYPAR.KBOULEVARO • !RV!NE,CAUFORNJA92714 • (714)549-2222 OR""'N _-,'i'~,S l--c,c==-------------------=---,..,----11 DATE BY DESCRIPTION APP'D. DESIGNED ~" R. E. NO. -""'"'a"'""':"'=----APPROVED av DA;E .lt--~--~--------------'-----¾==,82.L~.8-. --+'-"'T.='8"'.F."-. /'-K.-':/''--'-T--1 DATE ra,L ~n CHECKED DATE A-·?,:e\-io> REVISIONS v'.A.M. .:J·lfJ ·tJ/ JA M80RcE /?O. f MAC ARTHUR BLVD. ,1NI) JAMB()Rlic R&J. f N. BR/.S:TOL ST. CITY . OF NEWPORT BEACH PU!!LIC WORKS DEPARTMENT SHEET I OF /2 J.N. 8/109/(JI/IO ( ( ' "''..L:::':::= BHx 8 11 x /{Iv -..__ PReC/S/ON BLOCK GRAY COL.OR APPt.Y cot.OR COAT. __ _ F/NISHeP GRAPE RETAINING WALL NOTES 1. All block cells to be filled solid with grout and rodded. • 2. Omit mortar from vertical joints in the first course above finished grade at 32" intervals for weep holes. 3. PCC for footings shall be either 560-C-3250 or 560-B-3250. 4. PCC footing to be placed against undisturbed soil. 5. Damp proofing shall consist of one coating of primer and two mappings of waterproofing asphalt. 6. Expansion joint shall be 1/2" thick asphalt impregnated felt material with a silicone caulk or bituminous sealant along the exposed edge at the face of the retaining wall. ~ 1-- I'- TOP OF GIPEW,4.LK ~ 'ti ... ~ ..... R:}"z. ~-_. A::·-. ~ A/3 TYPE A2-IJ CU!f8 I' GUTTER MOOIFIE'P PcTAIL "8" 'I- <(i 'ti ... ~ I'-~ [ii ~ '1-. ~ ' 22' /(,,' SCALES: HORIZ • /u•20' VERT• 1"•4' 2 1 -Z" • TYPE STEEL SCHEOULe ., H ® A BARS Z'' -8" 2'-311 ,;4r,r:,z,4" 4'-0 11 B'-0" ~4 (F:) Z4'' 4'-8 11 3'-(i;, ti "" 5 @ e 4 " 1/e" PJ/MT. WIOTH TO THIS POINT -r- 11 l'-8/2" \_ LEVEL t../Ne '~" CURB ( GUTTER /JcTAII.. "0" SCALE.-/" •I' ' s:, 9 !3ACKFILl WITH ROAlJWAY EXCAVATION R/W I . A.C. A.B. A.G RAMP U-5 (BRISTOL 5T. NORTH) SECTION "A -A" 5CALE,/"=Z' 66' MIN. VARIES 8 1 MIN. 48 1 MIN. 19 ~-W''AB. 4' EXISTING FL. Or SWALE. E✓AM80REE ~I JOIN TO SATISFACTION OF CITY OF IRVIN£ E.JAMBORee 4' .3' /N~==R-.~~=--=~-~=c~~~~ A.C. A.B. . I I ------- •''<'-,-,, ·- ;' 2" CL. 3.,. 4 .BAR'S CONT/Nl/Ol/8 w SCALE-·/"= I' ... ..._,__________ 4' 3 / / I I ,, CONSTRUCTION NOTES 1. Remove existing AC over AB. 2. Remove existing 6" curb. 3. Remove existing curb & gutter. 4. Remove existing PCC sidewalk. 5. Remove existing PCC median paving. 6. Sawcut AC pavement. 9. Construct 16" "deep lift" AC section 11. Const111ct Ty_pe A2-8 curb & gutter per Cal trans Std. Dwg. NS-A modified per detail "s" on sheet 2 on6ofAB 13. Construct 8" curb & gutter Type "A" per Std. Owg. 182-L, 14. Construct Type "D" PCC curb per Std. Dwg. 183-L . 15. Construct Type "A" curb & gutter per City of Irvine Std, Plan 200 & per Detail "D" on Sheet 2. 16. Construct 14" "deep lift" AG section . 17. Construct 4" PGG median paving . 18. Construct 6 11 11 deep lift 11 AC section . 19. Construct PCG sidewalk per Std. Owg. 180-L . 20. Construct variable height retaining wall per plan hereon . 21. Construct 0-ccess ramp No.I, Gase E, per GALTRANS Std. Owg. N-88 S. per Detail "c" on Sheet 2. BUILT''£ 1· 55' /0' 45' _--------=..,c__ __ ~ II H MAC ARTHUR 8ll/P. 5/o JAMBOREE ROAO SECTION "0-0" SCALE_. I"• 4' 7 .-;;:-: r' ·-'"•·~·· ·c....· -~-·.:....-•;..c·-'-1·. 7 .;.!.,,,-,-,i-,-:' • L~-t-_-:._-_-:::_-=._-=._-. ==----·-·-_-~ ;_B_c_ ----\ I ------~ 1-7782 SK¥ PARK BOULEVARD ,. IRVlNE, CALJ~ORNJA 92:714 • (714) 549-2Z2:2 DAT£: JAMBOREE RO 50UTH OF MAC ARTHUR Bf.VO. JAMBOREE RLJ NORTH OF MAC ARTHUR 8t. VO. ✓A.M 6 "A5 BUILT" APPROVED (AS TO PORTIONS tN CIT:=: NEWPORT BE~o/7;? /MPR0//6:MENT PLANS FOR SECTION HB-8 11 SECTION "c-c ti 5CALe .-I"• 4-' 5CAlc.-I"= 2' 1---+---+-------f---1 <.LJ OJZ!i ltat. .• CITY ENGINEER DATE BY OESCRIP'f/ON REVISIONS R.E. NO, 167!"1 DAT£ l4,bloe(;1_ L, 1981 CflECKED v.A.M DRAWN K,f'T INTG"RS/iCTION MOOIF/CATIONS TO ✓AMBORcl: RO. (MACARTHUR 8lVP. ANP ✓AM80Rcl: Ra IN. BRISTOL. 67.' OcTAIL. SHE"ET CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-54-,::,e-s SHEET 2 OF /2 •✓.N. 6/109/81//{J / Gt/rrt=R P£PR£55JON . A.C. SIPEWAll< EXIST. GROt/NP7 __ ✓------,.,.. • • :;,; 11 ... ,,. .... " '. ·•.,t' I CONST 8.50' L.F. Ii?" A.CR (Ji)0.054-0 CONSTRUCT IZ" A. C. P /;? I :t / • i ( CONSTRUCT /7RAINAGE INLET TYPE OS {MOPIFIEO) PER CALTRANS STO. PLAN 0-72. USE CIJ'?CULAR MANHOL£ FRAM£ ANO COVER INSTEA/7 OF St?UARE ST£'EL PLAT£ . "·/·".""'- CONSTRUCT CONCRETE CURIS TVPE Al-,:;, PER CALTRANS _____ _f~E!clffi'=!c¥L.iL--fc._-,_____ PLAN N8 -A /0 1 x Z" x G" /?4/NTCO WO P BA/f'RIER(eROWS) -3 __ ___,__ ~". ;, ',•,, ~~\ STP-, IL I{\ ' :::i. ---'-----------~i 56 54 ~-... c:r • <l'I I ~'& -..1tl'; ~~ f i ' \ I ~ I ;:-----CONSTRUCT GUTTER OEPRESS/ON TVPE OS IN G/4'AOE SAG{MOPtf"leO) ~1---~-HJ.--•o-!--~ PER CALTRANS STO. PLAN 0-78 -~ ,.t..2' ,. 5' ' ,,., _ ,,,--<i. JAMBOR££ RO. OlfANGe COUNTY c,rr ol" NewPOHr 8eACH CONSTRUCTION NOTES I . Remove existing AC over AB . 3. Remove existing curb and gutter. ' ' 4. Remove existing PCC sidewalk . 6. S awcut AC pavement. I \ 9. Construct 16 " "deep I ift" AC section . ----- ORAINAGE INLET DETAIL SCA Le·· I"• 10" -------:rr--------,,- = =--=--/85 ---------- 10. Construct 3" AC over compacted native soil. 11. Construct Type A2·8 curb and g11tter per Caltrans Std. Dwg. NB-A. modified per Detail "s" on sheet 2 . on 6 11 of AB.. • 19. Construct PCC sidewalk per Std. Dwg. 180-L. (oN.4-" OP 5ANO Ir WITHIN CAl.7RAN$ R/W) \ 21. Construct·access ramp No. l Case E per Caltrans Std. Dwg. N8-B & per Detail "C" on Sheet 2. 24. Construct access Ramp No. l. Case D per Caltrans Std. Dwg. N8-B & per Detail "F" hereon, 4 5, Relocate existing sprinkler control pull box 6 ' behind new edge of pavement . 46. Relocate sign 3' behind new curb & gutter. 4 7. Construct drainage inlet Type OS w gutter depression, canst. 12" A. C. P., 3" thick A. C., con st. curb Type Al-6, and wood barricade per Caltrans Std. Si per detail hereon. 211 OETAIL ABOYli@ 8' • 'I-., Ii- -S:i/ii/i "/, 'I, MAX, OETAIL nru SCALE·· /11 = 10' JAMBOREE Et.YE.?. te.5 %'MAX. AT CURB e+ .PROFILE SCALES 212 HORIZ: /11 "40' VERT: I"" 4 1 lf'AMI" tl-5 Z/3 Se£ GUTTER TRA.NS/TltJAI /7ET,4/L //fD. RIGHT .se. 79 o.c. 56 c'l.Y TOP OF Cl/RS DO >I ,:it "~ ~ 6· ✓ ~-~-6 ✓ 6 (;, ~ ' '< £OGE a GLITTER /.38 1 ~ ~ h ¾ ¾ ¼ h ::, 1-'.J Cl/RB LENGTH• 52. 79' GUTTER TRAN5ITION OE"TA/L 5CAl.€ ,· HORIZ.: I"• 10' VeRT.: I"= I' " '1- '<i lri 55 54- .i / '· \ ,f .,,/ \ \ ' j j -~ "'£'µ~· •• ~"'~~==---"" I ,..-, . ' .. , ,. .. " . ·-. 0 Z/ ·, 1111.f 16. tJ6 P.t/4' ~_::--___.. -Y ' ; ,'". ✓fJIN lil%1~7. £1/IZtfJ j T,,~, ~ . \ 'll z+, e1s,,. 1a. 90 t!U/i? • ,,,"" I £ '\, ,, 0'47' • ,, • 5AC:-,,::,:,::~~:J 11117. 4 y I I C(IRVc oArA R L T ''AS BUILT II £ ..15.001 52.79' .32.QB' DATE BY PER SIGNAL PLAN(SHccT 4-01"<,) DESCl'{\PTION APP'D. REVISIONS DESlGNc:D /3.L.B. CHECKED J.A.M. WLLIAMSON~SCHMID tn82 SKY PARK BOULEVARD • IRVINE, CALIFORNIA 92714 • (714} 549°22".22 DRAWN r. B. r. I K..r. DATE 1·25-,!JI /MP/i'OJ-1!:Mt:NT Pt.ANS rOR /NTeRSECTION M0/7/r/CAT/ONS TO JAMBORee RO. r N BRISTOL ST. CITY OF NEWPORT BEACH OATE ~ PUBLIC WORKS DEPARTMENT SHEET a oF 12 ✓.N.61/09/81/10 ( ) ( 6 6 45 50 45 CONSTRUCTION NOTES 3. Remove existing c1..d.) & 0u't'."'.·'.' r-"'~1Z-~-aJL.~'C7 ~-nt't--.\ C:..-:-t--1 '? " "'<!-< ,z.. 4. Remove existing PCC sidewalk, 5. Remove existing PCC median paving. 7. Sawcut PCC pavement. 8. Protect in place. 12. To be adjusted to grade by telephone co. 13. Construct 8" curb & gutter Type "A" per Std. Dwg. 182-L. 14. Construct Type "D" PCC curb per Std. Dwg. 133-L. 15. Construct Type "A" curb & gutter per City of Irvine Std. Plan 200 & per Detail "O" on Sheet 2. -4.'7/~,....... /J?.()(J' 25.01' 45 40 25.02' 25.()Z' 5.0/1 TOP tJr .S'LY Mct:JIAN Cill?B ~--- 25.19Z' Z5.0Z' 195 /96 " " fh,22. Construct local depression per Del.oil G on Sheet 5. 23.· Construct nose flare per Std. Dwg, 107-L. Construct 14" "deep lift " AC section c..-e-, 0 ""' <"7 '2. i?tJZ. oeo..1 L.£!1? 0~-t1e>>-l Remove existing catch basin (W=3. 5'). '5.021 197 16. 17. 18. Consti·uct 4·' ~CC median paving. Remove existing 15" RCP and plug opening in exist. 33"RCP Construct 6 11 11deep lift" AC section. 19. Construct PCC sidewalk per Std, Dwg. 180-L. 20.. Construct retaining wal I per plan on Sheet 2. 21. Construct access ramp No. 1, Case E per Caltrans Std. Dwg. NS-8 & per Detail "c" on Sheet 2. (1\ .'·., .• ,· _·: • ...•. ·c •. : :-. CONSTRUCTION NOTES CONT'D. 40, Relocate existing street light & install conduit per Std. Dwg. 101-L. 41. Install pull box per Std. Dwg. 205-L. 42. Remove existing tree. I ' 43. Remove per signal plan. I \ 44. Relocate sprinkler system behind new sidewalk/retaining wall. 48. Construct variable thickness cup per detail on sheet 4. 49. Relocate Traffic Signal Interconnect behind new curb. ( 35. ffi 36. Remove existing encased 18" RCP Construct IS"RCP(Encase per Std. Dwg. 3I2-L,Cose 2) --- 6 ,. ;;,):,·/ '5.00' 16.()0' ll:: '-5 llS ~ "~ .\!! 16. °' '\. ..... 1',; t,: <\) ~ '1) ") ~ 198 2 ZS.()O' 1-. ' 40 25.00' 25.00 '. . ,_,, .• 2S. IQ/ { ' .. ,, 45 40 4S 40 40 -------- 50 45 50 ---------- ------<rof' Or S'L.Y MEO/AN CO/eB ( EXISTING) RE;;fCJYE E . I I /8 R.CP. j I I I 36 Zt3 Rcf.06AT£ 6RATE &-rRAME TtJ NEW PIPE 36 24 zo PROFILE SCALEG HOR'IZ: I" "40 1 VERT: I" "4-' l9f!J NO. ~ C 0 E h 200 20I 202 203 ....--------::: --===::::------£ ' z :9'1 • I I ~ ;i r I I -1-. \l) ~ ' It -~-~ 7 . "' ' " JAMBOREE ROAD ''AS BUILT'~ CIT/" Pr IKJ//Ne • .. , .CURVc lJA,A Ll I? L T ;3•10' 2'3" 270.00' 62.08' .3118' /1°57'.30" 270.00' 5(}, . .35' 28.28' .tl6°5l'5ZH 324.(!3' 265.69' 140.79' 1.3°56' IZ" 166.84' 4:5.45' '?2.84' 1soooo1a,11 I. ".>O I -4 .11' ol:> WLUAMSON~SCHMID 177$2 SKY PARK BOULEVARD • _ tR:VJN:E, CALIFORNIA 927'14 • (714) 549-2222 '.A."_. !XI "A~ Bl.JILT" APPROVED { AS TO POATIONS IN ~-+V::.:.::•c:."'~·t..J..::;~--"----------t----j :'cS!zr;;Jll" I i--+--+------------t-----j C1TY ENGINEER FLC.E, N-0. 1679 ! DATE..DJi@e,-2,1, 1961 VESJGJ\tEO ORAWN 1 _DA_TE_..L_B_Y__c _____ DE_SCRIPT_IO_N _____ __o_AP_P_'D_. t--=8c.c.(.=·=8.~-r:--':T,::".8"",_r.~/~K.~--,T r-CHE.(n<.ED !>ATE v,A.M. Z·t'S-81 REVISIONS /MPRO//eMENT Pt.ANS FOR DATE /NTcRSeCTI0N MOO/F/CATIONS 7tJ .JAMB0Rt:£ RP. f' MAC Al?THt.11!? BL//t:? FRO.W STA. 194+72.0S TOSTA. eos•Zl.40 CITY Of NEWPORT BEACH PUBLIC WORKS OePPRTMENT SHEET 4 OF /2. v.N. 8//(}9/811/0 / ( :JI) 1()7 NO, A ® 18"16'2511 CONSTRUCTION NOTES 8. Protect in place. CURVE OA,A R L 2()47.CJO' 652.22' II;) Iii ~ "'· .!ill· T .J28. 9(}' -/" \\ir t\,r NM -~ ce-,, ~ , IZ'Q'!i'.Q:\--'-' • 1:\1~ I ~ ' ' ' ' WE5TEtf'LY TOP Or CORB ZII .AJ/Z 5GC7/0/J 0-0, ~GE $#GET /JtJ. 2 CIT/' tJr Alt"W,Pi:?,.f'/" Be.IC/I Cl Tf' dr /,fJI/Nc R€MOVE:' E'XIS'T. R/!3£:'R BASE' EXIST 33" R.CP C.r. / ---------.: \RcMOVc EX/ T /5° RC.P. 11. ... Construct Type A2· ~ curb 8, gutler per Caltrans Std. Dwg. NB· A modified . " " )1N&> PlUG OPENING per Detml B on Sheet 2. \ \ . J 8 . Construct 6" " deep lift " AC section . ~ e Oe'TAIL "Cl" f L.A. COUNTY FLOOO CONTROL. CATCH BASIN No. 9 ( MOOIF/EO) /?€TAIL ,, .. -~(~O~W_S_._N,~o_ . ..,,.2,_...-,....,0-=--4=7-=-l--=C.T''A~S~li~A~)_W~=-~7_' __ •• 5CAL£: I"= 5 1 e, SCAte: HtJli'Z. 1°=4-P' //El{'T. /H = 4 I 212 If! I'-. 211 ' ~ ' EXIST. Tct.. oucr. BANK C.F ' ' ~ ~ "' " ' ~ ' ~ ~ ~ ~ \.i ...... ~ ~ l(j ~ ~ ~~ ~::s tl· "-'l(j ' ~-\3 I ' ' ~ !'\i· I ~ ~ ' '4\ ~ !3~ ~ '> XI' I ri-1 ~ ~~~~ ~ -- 18 ' ~ % ~ ii\ ' ~ 21t' r,.-- :, J.l.11.-t---STEPS " I ~'5fF:IH--z,;" M. H. FRAME -'"'-,;;:-~-. _ •. . f COVER ~----w l--=--5 , ------·I. ------'---4 , --· I /)~:~~SSION• LA WLUAMSONw"'()'SCHJVIJ t/5 ~~ ..... ~~ ~~ llii ~ ~ ij ~tr ~ i-: ~ ~· ~-~ Ii'! ~ --,, ' ' --, ' • 21!5 ' i?ltJ, ' "' \\. ------ C,F ' ~ NG 0 59' 4/"W S'l&>c'W'AlK c'XIST. TEL. l?UCT BANK PlAC£ PAPER 21'1 218 'AS BUILT" ~-75' ' ~ i-,------~-·-------;re4' M.H. FRAME F C0Y€R.: PER C/TY OF NEWPORT e.75' 3.00' / B£ACh' 5'Tt). IIZ-L • f---........:~~--1--........::.c.::..:c....._,,._, I 1. Bo' ill .,,.,,. 8AR5 €<' Ii?' ac. IMPRO//cMl:NT Pt.ANS FOR MAC ARTJ.lllR BLVO. FROM STA. zoe,+34.62 TO STA. ;?/4+91.87 '===;-'-17_71l_2_sK_v_P_AR_K_ao_v_1._v_,R_o_•_•RV_1N_E_. c_,_uF_OR_N_IA_._21_14_• _1,_14-)54-9·2_2_22_-II DATE BY DESCRIPTION APP'D. DE"S}GNED DRAWN APPBOVED 6Y OATE lf--~-~------------~---t-_8_._L_./3_._-+-__ T._.i_._f:___, CITY Of NEWPORT BEACH R-54G2-.S CHECKED DATE 4·:?'-4·& REVISIONS ✓.A.M. .J-2!•8,/ PUBLIC WORKS DEPARTMENT SHEET 5 OF /2. c/.N ,8/109/81110 ( ) ) ••.• .. / --------.....i I I lnsla/1 /"C, 1-0LC 1k"c 1-0Lc , - -- C:xi.s:f: /fe"C, 6 #/4 lnrerconn,zc;r Concvct-ors lo anerol Sr- N0Tc4 ' Vch'/Ct/uJR <$' ffCJ€577?/4A/ A-70V£McA/7:.5 PER Ft/A/CT/OA./ _) f A/£M4 P,t/45£ 0€S/GA/,4TIOA,/ 5 £xi,;;-Tt;pz '70 Cont'roli<Zr ,455'2,mb/':f I 1{5 I Cor/ 35' or ¢6 &q,cl.z Push l3u#'o,, Ccv.>dt1eto/'G r.cr rorure dS<Z <=X.IST--l!i/'C, f /nl'tZrconn,zcf-C'abk I : ~::: ..,_ ___ ...., ..,... ___ __ 2 I 2J" I 6 7 3 4 13{'71 : ::: : I 4fs1 6:x1:;t: 1/i,'tJ!e Pair #/9 Tw/sra;d Shia,/ckd lntrtrconmzc7' Cahle to Von Kar,l"J?,6} n /Ive . 8 1------__ _,__ 7 O'l<A COAlatCTOR Aa/G CIRCUIT II,\ ¢/ - ¢2 3 ¢3 2 ¢4 3 ¢5 - ¢6 - ¢7 3 ¢8 - ¢eP 2 #;4 ¢4P 2 ¢6P - ¢BP - ¢ 2 PPt3 ef l!Pl! e - ¢4 PPB~ l!l'l! I ¢ 6 PP8 ef l'Jl'l! - ¢8 PPB( l!P/3 - PP8 Com. I Spar'2-s 3 TOTAL 22 'P.M. 3.0 5. SCNeOVL.£9 £ & & L£ /2;'-IA -3 3 3 3 6 3 3 3 --3 2 2 '2 -3 5 3 3 3 --3 -3 3 3 3 b --3 -3 b 3 3 3 --3 -----3 2 2 2 --2 2 2 2 -2 4 ----2 4 3 3 3 --3 2 2 2. --e I I I I 2 3 --2 -I 2. 2 2 e --2 I I I I I 2 3 3 3 3 3 6 27 33 38 II 23 E,'2, 0£7;4/LA" ~ ¢8 ¢3 ®-~◊¢~8~P~fil-~=------=========~---=------___:~_------.; #le #;o 1/lwn. S19n Si9na./ Com. L.vminaires e 2 I I 2 2 c e -2 2 I I I I 2 2 2 -2 e IO--Z-Z-81 Exist: I "C, -/nsr,;,// 1-0LC C 300' 70 OET.4/1.. ';(I II 0 0 0 DETAIL 1.5" (cX/ST/,</t:;) Covarad Riqhr Turn /lrrow Ind/cat-ion '/'or mlvr.a &e 'PY ~,~ ~ +--, ¢,/ ------------"" ---------- Q -(\) Ex,,st I½" C. Rrwsa Exist; e,ra 1 e#10 Service Conductors r _ 1 I \J I ¢4 /~,.;"':~ / 1t. ------------~~rr~~-------- Ex1st-~1C<Z A::>int"J ij,l RR G£Alet:i?AL. A/OTES : Coll 45' or pie 81C1fCl<2 Push &l"lton Cond1.1c TOl":!J For Fu rure. U.sa I. 2. 77?4PF/C SIGA/AL. tf /41/6/4/a/A Y L/~/417/'A/G COA/STR!CT/OAI SN'4L.L COA/FORk.1 TO STATE OF CAL.IP. STD. SP£CIF/C4T/OA/S SEC770A/ 86 t;' STD. PLANS (D4TED J.4N. '8/)ANO T/4/6= SPcC/4L PROVISIONS . ALL Net.ti CONZJU/T SA/4LL. .8€ 2° UNLESS SN'Oa/N1 OT#E.t?a//SE. 3. tu/TH T#E EXCEPT/0/4/ Or SERVICE C0/4/Dt/CTORS, SALVAGE ALL EX/577,</G CO,,</Dt,CTORS A,</D /;</STALL /4/Ea/ Th'ROUGh'Ot/T. 4. 5. EXISTl/4/G TYPE 90 CO,</TROt..LER WITH D€T£CTOR SE/4/SOR t/tVITS A,UD AUX/LL/ARY cQt/lPME;(JT. MODIFY CA8//4/£T W/R/;(JG, ,A/4/D PROV/.OE A,,</,0 IN'STALL N1Etu LOOP DETECTOR SEA/SOX-? t//4/ffS AS /4/ECESSA:e'Y TO ACCOMOVATE T/.IE /4/EW DETECT/Q;(J S#OtLl;(J #ER£0,U: ALL /4/ctll DETECTOR SE;(JSOR U/4//TS S/.IALL e,E C,4;(JOGA COA./TROLS. SIGNING r:;' STRIPING BY CONT/:?.4CTO,Q PER SHE£T5 6f9 OF le II As BUILT II ID, cc • N iOTIIL 3 3 .3 3 I 3 4 1"1~,,_ .5<1,rv 1c e, ----¼ ¾ ¾ r-, r-, I ' I 1 ~ -'--_-s ____ , c-¢6 /30l/LEVARD (\j ¢/ --I I --I ¢2 ----2 2 2 I ' ~ "' ,o . "' ,i- ' "" "' ~ 1,0 "' "' APPROVcD: ~ (}.)\\~ 'ENt;INEER \ C/TY O.F /RV/Nt!!E \)ATE Q {\) Coil a:,• or ¢8 81C11cl<2 '300' lo --CJ ¢3 - ¢4 - LOOP ¢5 - D£T ¢6 - ¢7 - C,Q/3l£ ¢8 - 4*1e TOT4L - (:(Yldu1f Sle-.z r,;, 1:-,,.t. er,, ONCUU Co17o'ucrors 7711-0U9no£/r Conduc t:orB ( bbre 3) e,p..,a ::. Bicycla Push ,6t.n'lon I - - - - 2 3 ere"$'> POI..£ SCIIEDVLE • I I --I ---I 2 --I I I 2 2 --2 ----I 2 2 --2 6 6 3 4 12 Zfe;., e1e-;,,, e',r eier, <'-?~ POL£ P4TA S/6A/4l'. ,,l/P SOD W4P $/6Al4L. /4?0GIA/77A/G 'A£0 ~ a;,,;;e;v Push Butron Conducrors Alo, TYPt: L.016171 M 4 M ,4 tl/4TT.S l!E'N' M4 PED P#45c ;t:OL£ ~0 r"or FuTura.. L/4:;e, BY /,,,,, ,~, 1T·"'T 8 exist:. I ,, C, -/nslall H>~l--,.,,----t_"_v_-+---+--+--+,,'-,..,.-,-C,---~l-----i------h~~,,/--,c-,---'-----=--1 I -DLC , ~o' sv-1-T DESCRIPTION REVISIONS 19-4 35 -q" __, 12' 310 oV-2-T/!Jp, M4S SP-2-T PREPARED UNDER THE SUPERVISION Of 7/Jhi µ{fl..... fL,., • ._oATE tr lz.s/,~r TRAFFIC ENGINEERING fli'\1-ferman CONSULTANTS \5' kimmel and Associates, Inc. NEWPORT B£ACH, CALIF. 92660 (714) 546•V814 81MC0100 APPROVED APP'D. DESIGNED DRAWN C:=.-12 -PG,;,_ <i CHECKED DATE +/W-0 AUG.'81 TRAf n ( ~loNAl MijD/fllATmN ~! AN MA[ ~RfHU~ Bl~D. @ JAMiOR[( RD. CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SHEET G, OF IZ I '~t)l /'is1Jtii i 0, 7f'i?l~:;;sti.i-~Jii!,~a ~ve~ ¥/'7: M4X?,k&#ff-8 SH~LZ . CCU'/F~M • • 7'<[;)' •ci:'~'T'2A~i rM:7Te$7iJ • ~~)✓;; C.MiJ;et";t • 'tf ST,,r,l~AR~ ~ii!;? CAL7~AJ~ 7,&~,,r::-;c:; . • • ·. • 'difAVUJ:at,,'. •• ~LI..W~,U~• ST~D.-4A1?D ~C/A'7C47tc,;;>;OS ..f ~/4,C.. ~V/S/~6. : ·, _. "', . ' . " " ' •. 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SE£ S#££T ..2 O,C IZ FOi=: $/GlllL/G E{ ST.e'IP/,UG ,l/07£5, .QET,<1/LS, ,4,{/0 QL/4,{/T/T/£S. 9/72 DIETERICH-POST 21016 ,00-3 FILM I p I • RP tJ!7(Ja.mbore,a. Rd) :r: zzr,,{s) I 1P G1 (Fa,1rduld) 1 G,33{Et:) r5 ---=~/5 ,._,--. --- " cP q4A (4ir,oorf) z 122.e,,(s) 56 IZ ----· -··•"' ~«) ✓OIL.I ,£XI.ST. SAUO&AST EXIST/,l,G l ,UQl?Tll/30Ull0 LA.UE L/UE.S f'P IZ V .E'AISED PA V£M.6UT M.4RK'SE:'-S 2 $4UDeLAST .C:X/STIUG SO!./Tf/1&:JU.UO <'..,4L/E Li.U€S ( CO,VFL/C T//4/G MIIRK /llGS .E'AIGED P,.(}VEMEUT MA,P/4:'.i£,e-S u.c.. Il2VII.JE t p 4--p // P4 12P 1?18(12/.) p (/ ti p 4-A l?P &s 5-fcp £6 /2Zi,, J;l IZZ<,,(s) R 1'!t8(Rr) L /i/74 ··•···-·--··-l-··-· ---------·---·-·---·---·-·-----..------- ~-J..2___:=-:;~::===--_J::::_~~-----L_'_, ___ -,1·,_-... _. ·_-_·.:.._~-'==-··---~~ : .... -----::. .. ·--~L- ico' ryp CITY OF l'RVfr,.JE SJIEE7 .2.. OF .E. PREPARED UNDER THE SUPERVISION OF J./JJ..l:1J,£ "a-.,< DATE g /z.S/llt TRAFFIC ENGINEERING !Id\ 1-ferman CONSULTANTS \.!SI kimmel and Associates, Inc. NEWPORT BEACH, CALIF. 92660 (714) 546-9814 #51-26 DATE BY 'P 4 -= ============-====== ----... --' ..... - ''AS BUILT APPROVED R.E. NO. C. a2 045 DAT DESCRtPTtON APP'D. DESrGNE~.O DRAWN /,C II REVISIONS CHECKED ;, II JO/U cX/STI.UG II ill T~AFFI[ ~lbNINu MAt ftRTHUR ( ~ )T~IPI Nb Pl~N ~~Ult VA RD CITY OF NEWPORT BEACH PUBLIC WORKS OEPARTMENT SHEET 8 OF /2 ---------------- e34 ,ep e34-A 1.JOT£S 7111S 31-1££T: I. 5££ SHEET ..2. OJ: IZ FOR. ;(/OTES, DET,4/LS, 4<iD SIGUIIJG QP4~T/Tl£S. 9/72 OtET£R1CH-POST 21018 ,OOl FILM BEH!NO NEW CURB ,el/ IZP ,e11A I I i I , I I TO NEW POL€ , , , , I , , I , I ., / ___ 1 r-, , , I __ ../ l---I , , I I , I ' I ---, t' , I , , , I I ;,; I I $TR££.7 i C,93 r==---------:--i :i; G 33 ( z) r p 10 p ii Ii. C. 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