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HomeMy WebLinkAboutR_5453_SIA.KEIi 0 r-------1--------t-'-":,,( > • 0 • •~4-_....:,;;11-:•~D~A:!!_M~S ___ ~..:•c,v_,_£-t-;;;-; -OltJ.NGE COAST CITY OF COSTA MESA VIC TOlt I.&. r-1 •---~ I 19 TH \ ~ L \_,. " • 0 • • < % CO L l E G f t-----.;;, 1----IOltANGE C ,.-.1•G1 " -> • 0 • w,oo11r ,.=~'7- a.._,. {1 J CITY Ii OF I NEWPORT I GEACH t: "' :: .. t: <I u /··) 1 . ~ 11 <l D Poll I ' l .. -.. ,, O_._ll_O~. "- • 0 1-, • ...'\ I U C o ,o OJF CJ[TY NJEWPORT BJEACH JPUJRJC][C WORK§ IDJEJPARTMENT STREET PlANS B~ ~<EWAY ~MPROVEMENTS ON ~RV~NE AVENUE GENERAL NOTES 1. All work shall conform to the Standard Specifications for Public Works Construction_, 1982 Edition; and the City of Newport Beach Standard Special Provisions atid Standard Drawings, 2. All street stationing refers to centerline of street. 3. Engineer shall mean the Public Works Dir. of the City of Newport Beach, or his authorized agent acting within the scope of his authority. 4. Joins between new pavement and existing pavement shall be made by sawcutting existing pavement to effect a neat join or by feathering new asphalt concrete over existing, all as directed by the Engineer. 5. Contractor shall maintain adjacent streets in a neat, safe, clean and sanitary condition at all times and to the. satisfaction of City's inspector. The adjacent streets shall be kept clean of debris, with dust and other nuisance being controlled at all times. Contractor shall be responsible for any cleanup on adjacent streets affected by his construction. Method of street cleaning shall be by dry sweeping of all paved areas .. 6. Traffic shall be maintained at all times and shall be protected with adequate barricades, lights, signs and warning devices as per the current State of California, Department of Transportation Manual of Traffic Controls, and to the directions of the Engineer. "" -. ·, \ \ FROM MESA fDR~VE ro BR~SlOl STREET T. Existing underground utilities are per available records. The Contractor shall be responsible for verifying the actual location a·nd elevation in the field. (' / 0 C E VICI N ITV MAP 1/, 0 ,,, 1/2 3/; 1 k-~ I GUl'ttlC SCALE IN MILES SYMBOL LEGEND -0- 0 'Cf □ ---0--- ~ POWER POLE MANHOLE FIRE HYDRANT METER SOX VALVE POV/ER POLE ANCHOR MON UM ENT -x-x-FENCE BLOCK WALL cc?:, TREE £>'-, fJ SH RUBBERY /' .a.a.a,;:,, ASPHALT PAVEMENT ~~ BRICKVIALK i ::::_~~j CONCRETE ~ ::f ""-'..,_'-"""",a BUILDING -4 tv EXISTING CONSTRUCTION NEW CONSTRUCTION ---,t-CENTERLINE ----s-SEWER LINE -··•-w-WATER LINE --q-GAS LINE -£-POWER LINE -u,-TELEPHONE LINE -rv-CABLEVISION LINE -SP-SPRINKLER SYSTEM P: STREET LIGHT \ l"A,C IF IC VU MfMOIIJ. , A • I( ' . llO. _ '\ ---1 -~ _ _, I I I , ..,~--\ "'c \._ >-'· ) CONSTRUCTION NOTES & QUANTITY ESTIMATES 1. Remove existing curb and gutter. 2. Sawcut and remove existing AC pavement. 3. Remove and finish . 4. Relocate existing fence. 5. Sawcut existing PCC. 6. Remove existing PCC. 7. Remove existing tree. 8. Remove existing berm. 9. Protect in place. 10. Relocate existing water meter 11. Construct l' AC strip 6" thick. 12. To be relocated by others. 13. Relocate existing sign and appu,tenances. 14. Relocate existing irrigation valve and backflow preventer. 15. Construct concrete curb and gutter Type "A" (8" CF) per Std. 182-L. 16. Construct 15"AC w/prime coat aver compacted native soil. 17. Construct 4" thick PCC sidewalk. 18. Construct 3" AC over compacted native with soil sterilant. 19. Construct 3" PVC-drain. 20. Construct driveway approach per Detail "D" on Sheet 2. 21. Feather over existing top of pavement as required to provide a smooth join to the satisfaction o"fthe City Engineer. 22. 13. 24. 25. Construct Type "E" asphaltic concrete curb per Std. 183-L. Construct flared depressed curb driveway approach per Detail "F" on Sheet 2. (W "= As Shown on Plans) Construct curb inlet Type OL-A per City of Newport Beach Std. 305-L with local depression per Std. 304 -L. . _ .. Adjust sewer manhole or water valve or water meter to grade. 26. Reconstruct portion of Type II commercial driveway Dowel 4-#4 smooth bars (4' long) 27. Grade per typical sections. 28. Construct miscellaneous AC as required for new grades. 29. Construct PCC (4" thick) to match existing. 30. Remove interfering portions of existing 18" RCP and coricrete collar. EMERGENCY TELEPHONE NUMBERS AGENCY NUMBER NAME 666 LF * 2,546 SF ;, LS * 243 LF 46 LF * 3,725 SF * 4 EA* 76 LF * LS LS 22 SF N/A LS 2 EA 645 LF I, 048 TON 2,243 SF 311 TON 10 LF 802 SF LS 65 LF 1,700 SF 1 EA 3 EA 95 SF LS 3,960 SF 220 SF • LS J SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY PACIFIC TELEPHONE COMPANY 1-800/422-4133 973-.5491 UNDERGROUND SERVICE ALERT CITY OF N,EWPORT BEACH (SEWER 8< WATER) COSTA MESA SANITARY DISTRICT TELEPROMPTER CORP. OF NEWPORT BEACH COMMUNITY CABLE.VISION SANTA ANA HEIGHTS WATER DISTRICT I -800 / 422 -4133 640-2221 631-1731 642-3260 644-4471 631-1200 /CHET WRIGHT . UNDERGROUND SERVICE ALERT PAUL MALKENUS ROB HAMMERS CHARLES ROMAN JOSEPH MEYERS CONTRA.CT NO. 2318 APPROVED BY, CONSTRUCTION NOTES & QUANTITY ESTIMATES C0tJTINUED 31. Construct junction structure No. 1 per City of Newport Beach Std. 310-L Construct curb inlet Type 0L_per Std.306-L with Local Depression per Std. 304 -L modifiecl Rer Detai I on Sheet 3., SHEET INDEX Sheet 1 Description TITLE SHEET 32. 33. 34. Construct 24" RCP (3000 D) .thick wall or 24 A.C.P. (3750-D) with Bedding Rer Std. l 06-L. Construct 18" ACP 2000-D) 35. Construct 45° 18" ACP elbow. EA I EA 748 LF 19 LF 1 EA LS 15 SF LS 81 SF 562 SF 1 EA 1 EA 65.33 LF 65S F 27 LF I EA 2 BIKEWAY IMPROVEMENT FROM STA. 10+00 T0·STA. 24+00 40. Install 6" x 8" railroad ties per Detail Hon Sheet 4. 3 BIKE.WAY IMPROVEMENT FROM STA. 24+00 TO STA. 32+00 41. Sawcut, remove and construct 6" thick PCC gutter to match existing. 42. Remove existing irrigation lines and s·prinkler heads. 4 STREET, BIKE.WAY & ST0IH\/l DRAIN IMPROVEMENTS FROM STA: 32+00 TOSTA. 41+02 43. Construct AC ramp per Detail "A" on Sheet 3. 5 44. Construct commercial driveway approach Type I per Std. 160-L. SIGNING & STRIPING PLAN 45. Relocate fire hydrant. 46. Relocate existing electric outlet. 4 7. Construct retaining wall per plan and detail on Sheet 3 48. Reconstruct curb access ramp Type I per pion and per Std. 181-L 49. Construct monolithic curb with sidewalk per Detail "G" on sheet 2 50. Construct Junction Structure No. I per City of Newport Beach Std. 310· L modified per detail on sheet 3 .51. Modify remaining existing irrigation system to maintain it operational; reseed or re turf as necessary. LS *CI ear & grub item PRIVATE E!lGiNEER'S tlOTICE TO CONTRACTORS The existence and location of any underground utility pipes or structures shown on this plan are obtained by a search of available records. To the best of our knowledge there are no existing utilities except as shown on these plans. The contractor is required to take due precautionary measures to protect the utilities shown and any other lines or structures not shown on these plans. All contractors and subcontractors performing work shown on or related to these plans shall conduct their operations so that al! employees are provided a safe place to work and the public is protected. All contractors and subcontractors shall comply with the "Occupational Safety and Health Regulation" of the U.S. Department of Labor, and with the State of California Department of Industrial Relations' "Construction Safety Orders." The civil engineer shall not be responsible in any way for the contractors' and subcontractors' compliance with the "Occupational Safety and Health Regulations" of the U.S. Department of Labor or with the State of California Department of Industrial Relations' "Construction Safety Orders." Contractor agrees that he shall assume sole and complete respon- sibility for job site conditions during the course of construction of this project, including safety of all persons and property; that this requirement shall apply continuously and not be limited to normal working hours; and that the Contractc,r shall defend, indemnify and hold the Consulting Engineer , lhe County of Orange, arid the City of Newport Beach harmless from any and all liability, real or.,alleged, in connection with the performance of work on this p,oject, excepting for liabilitv arising from the sole negligence of the Consulting Engineer, the County of Orange, or the City of Newport Beach. 0 D 8. The storm drain stationing shown thus lo+oo.ool is independent of street stationing. BENCH MARK B .M. #C .M. -20-70; 4" + alum. disc stamped CM-20-70 set on top of cone. hdwl., 0.7N.E. ofS.W. end, ins'ly. part of int. ofMesaDrive&,lrvineAve. 59' S.E. of centerline Irvine <Old Tustin Ave.) & 38' S.W. of centerline Mesa. Elev.= 2.5.871 (1976 adj.) BASIS OF BEARING The bearings on this map are based on the centerline of Tustin Avenue being North 39° 48' 5'.J" East as described in 0.R. 1597-123 and in Tr. No. 376 M.M. 15"29. COUNTY OF ORANGE E.M. A. THIS PLAN IS SIGNED BY EM A FOR CONCEPT ONLY. EM A IS NOT RESPONSIBLE FOR DESIGN ASSUMPTIONS AND ACCURACY. APPROVED DATE APPROVED TITLE SHEl:T Contractor further agrees that he shall assume sole and complete re- sponsibility for job site conditions during the course of construction of this project, including safety of all persons and property; that this require- ment shall apply continuously and not be limited to normal working hours; and that the contractor shall defend, indemnify and hold the owner and the engineer harmless from any and all liability, real or alleged, in connec- tion with the performance of work on this project, excepting for liability arising from the sole negligence of the owner or the engineer. PULIC WORKS DIRECTOR w~~~~~¥§QN~"?:~g~jaM:J~ DATE / z_"!Ji ::ae;:_ STREET{' BIKE WAY IMPRO//EMcNTS ON /RV/NE AVENUE FROM MESA PR!V,E TO BRISTOL STREET 17782 SKY PARK BOULEVARD • IRVINE, CALIFORNIA 92714 • (714) 549-2222 ,,.. DESIGNED DATE BY DESCRIPTION APP'D. .e:::-c,. T. APPROVED BY DATE VSJ::,<.>5, 'b,.. l¾c\lU REVISIONS CHECKED ..I. A. M. DRAWN DATE E.C. CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-5453-S ., SHEET / OF 5 92118 . -, ' ~ \'. ),_,. . ' I JJ U1 ~ t.J1 l>J Lr. ----_,, ~ 13 c:, ~ a ~ " ~ t <> ~ ' u <.i <t> 1--4 <> tti ~ \j 't ~ " 22 .;-s: <> t( " " -fl " .. "' \I) "' ~ " • t( " u " ' "' ·~ '< :: ~ "" ' "' ' ',.\ ~ ~ ~ -"' -'< ~ "' 27 ~ '" /J '-lij ' ------ -• 3 -" '" 'll e' OATA ( > Li RAO/US LENGTH TANGENT A 70°07'4/d /000.00' 1223.97' 701. 87' tJ • 3°4(;,' 58,; /000,13' (1,(p. 03~ 55. 03' C 57•17• 45' zo.oo' eo.oo' 10. 9,J' MONOLITHIC Cl./l?B WITH 6'/PcWALK PETAIL "G" SCALE-· HORIZ. CONSTRUCTION NOTE'S ©--REMOVE EXISTING CURB AND GUTTER 0-REA.10VE ANO FINISH ©--RELOCATE EXISTING FENCE @-sAWCUT EXl5T PCC. ©-REMOVE e"Xl5T P.CC. ©-REMOVE' EX/-ST/NG B€RM ~PROT€CT IN PLACE @--ro BE: R€LOCAT€0 BY OTHl:RS @--RELOCATE EXl5TING SIGN @--co,VSTRUCT CONCRETE: CURB Pt:R 5TO. 1oe-L ANP CUTTt:R tYPt: "A" ( 8" C. r.) @--coNSTRUCT 4" tHICK PC. C. S/l?el'VALI< J/ERT. @--coN9TRI./CT 5"' A. C w/5'€,'/L COAT OVeR COMPACTEO N"1T/Ve WITH SOIL STER/LANT @--CON'3TRUCT TYPe "E" ASPHALT/C CONCReTE CURB PER ST/?. /83-L @-coNSTRUCT CURB INLET TYPE OL-A PER CITY OF NEWPORT BEACH STO 305-L W/7',I-/ LtJC/?L O.!E,P_,,.,t=SS/OA/ PE,,., STO. 304'-L. @-AOJUS'T SEWER MANHOLE OR WATER YALV€af'WATER McTER 70 @-RECON9TRI.ICT PORTION Or TYPt: _ff COM/141!:RC/AL l?RIVEWAY DOWEL 4 --""4 SMOOTH BARS (4' LONG) @--GRAOE PER TYPICAL SECTIONS ON 5H£ET 3 @-----coNSTRUCT MISCE't..LANeOUS AC AS REQUIRE'/? rOR NEW GRAPE'S @--coNSTRl/CT CURB INLeT TVP€ OL PER. 5T/?. 30~-L WITH LOCAL 0£PRESSION PER 5TO. 304-L MOOIF/EO PER OETAIL ON SHT 3 ·<iJ>--coNSTRUCT 24-" R. C. P. (3000 0) THICK WALL OR 24' A. C.P. ( 375"0 0) WITH BE/JO/NG PER 5Tt?. /Ot:P -t... • @--coN5TRl/CT 18" Ar P. (ZOOO-o). @-co,v5TRUC7 45• !B" A CP ELBQW .. @---sAWCUT,_REMOVE / CON5T. Cb'THICK PCC GUTTER TO MATCH EXIST @-REMOVl: EXISTING IRRIGATION LINES· AN/? SPRINKLER HEA05 ANO CAP AT R/W <iJ>-coN5TRUCT A.C RAMP P€R OETAIL "A'' ON SHEET 3 @--RECON-STRUCT CURB ACCESS RAMP TYPt: I PE'R PLAN ANO PeR 5TO. Ill/ -L 1":/0' /*: 2' I \ O£TAIL ----------- ,, B" S°CALE: I"=-10' ---- ' ~ i~ ~,.,C0NC OWY !~~~~: '"""""";__~ i~ w.,-ae"/""- ,~ i I I I ce<. =-~- X w y X 4' AS .,s:,,a,v,u 6N ,A:.AA/-5 L3' 4' __ \I ,,.e A'4° ~~f.J I I ~ ~ Aa.l~ -rl c;;·= I I;~~ 1-2--~-~ ~ ~~<-L~j '~ID I G'awc " I - ~ I • I ~ ~ !~ii I ~Jt I • I ~ ~ ij I~~ : I I == ,:::-,:,o,es~ ~Ke;uec, ~G VO/A/7" X y w y X 4' ,,,, = Rt:A.<./5 8' 4 ,4-J • \ 4 3 Z4 5 " ~ I,. Qi~ t \j 'l: °' t,j I:! (\J ,. (:l ~'<: I<; ',) ~ ~ ' <S 'II fJ~ j, \i \9 "'~ II\ ~ j, ~:,,, l'r) \) ~ ": i,, i;; " ~ 4, " 9 llJ ~' lj °' 'I- 'l!l Iii "'" °' ::i: I)< " ' i ~ "' " "' " I ,. \I CONDUIT 01:TAIL "C,, 5CAt..€,f" • 10' ,., ' t ll,) ~ 8' 1/W rff!=AV,G'. /5C> ~G v'O/..V,r' S£CTION "A-A• rWl YY~~~~~fVi§Q~~,,?:~G~f~IJQ lID 17782 SKY PARK BOULEVARD • IRVINE, CALIFORNIA 92714 • (714) 549-2222 1------------------------------1 DATE APPROVED BY DATE 0 D BY DESCRIPTION REVISIONS . ,,_,fl)/ r ------- RE'(i)UIRED TO PROV/PE A SMOOTH JOIN TO THE SATIS- FACTION OF CITY cNGINEER PARKING LOT RECON57:: \ \ 'l \ APPROVED /IJ.(#.u PUBLIC WORKS DIRECTOR \ MINUTE !<ING OETAIL "E" SCALE' ,. I"• 20' BIKEWAV /MPROVeMENTS ON /RV/NE AVcNUE R.E.NO Ji?BOto F.ROM 5774.I0+00.(70 TO STA. z4,,.C10.oo OATLl~,;)""-'D'--'--'=.l...Ll=-----1 APP'D. DESIGNED s: T. CHECKED JA.M. DRAWN £. C. DATE CITY OF ~JEl/'JPORT BEACH R· 5455-S PUBLIC WORKS DEPARTMENT SHEET 2 OF S 8Zll8 , .... -----------' / ( (/l :c :--1 I\) U1 p. 0 "Tl U1 U1 lN (J) .> R/W 80' VARIE:S 40' :5'-eo' a' 32' 5TA. 20+ 80 TO STA. 5TA. 21+55 TO STA. RIW 40' 32' 8' eo' ZG+50 {RIGHT SIOE) 27+ 50 (LEFT 510£') 40' /u,, 5TA. Z9+ 70 TO STA STA. 27+ 6'0 TO 5'TA. .z' ' .. ' .. . · .. .. ' ·-•. "' ' R/w' 50' 33+GO (RIGHT SIOE} 33+80 {LEFT 5/DE) ~ ill t Ii L=/4" IX 'I\ ~I . . ' .. . . ,. . . . . ' --0 .. ---t----(4.J • •• c,~w,;.,)·. ·:_. ·-·. ' ;- .1 ~.7~t:,p . .. .. DETAIL ':4" CURB ACCeSS RAMP PLAN ' ' ) -. : :. • . "''I • "' . . . . .. -. ·--- ,,,y.w7 - P~AN' 0cw I -- I R/W 95' 45' YARIE5 VAR!c& VARIE& .. -----• :::r, ------ SO' 4Z' 15 R/W 8' I 17 I I . / ..l--- -J GRAt)E TO JO/N E%/S7. STA 33+GO TO 5TA. 34+50 {RIGHT SIDE) TO 5TA. 35+6'0 (LEFT 5/PE} ALE, //£RT. /" =4' • STA. g-,. f-05 SC z' HORIZ. I"= ZO' :.4 . 3'-o" . • i"C.r. /;;Z4" /?.C.P. OR 24,.,, ,,4.c,p ' ) () . . . , : . A 2'-O'' /00' 50' 8' VARIES" STA. 34r 50 TO STA. 39+ GO STA. '35+6'0 TO S'TA. 41+50 R,w . . Sec r10,v ,Ll-,4 50' 4-Z' VARIE5 R/W 8' -..i'... GR,APE ro JOIN ex1sr ( RIGHT SIOE) {LEFT 510£) R/W 4 R/W 90' 50' 40' 8' 42' 24' -, ~ tf/ ~ 18 ri.::.:n ___ _ I IL-1 --- LJ 1...... ------== STA. /0+50 TO 5TA. Z'O+OO (RIGHT SIOE) STA. 10+50 TO 5'TA. 16+6'0 {LEFT 5/0E) _90' SO' 0' 18 X-5£CT/ON AT STA. ll+IO RIW 22 B4CKl"'/LL w,r,,,- G/e.4A/UL,4A-MATERIAL .ScA,:e: /"=-I'~" 5cA~: /"'=2'·0• C4TC,t../ BASIN .JUAIC i'OAI STRUCTUR£ 0£7:, Z ?11 MASONRY CAP ( ) .4 RAO/US LENGTH TANGENT A 45•49•50' /000.13' 800.00' 4?2. 79" {1z' f?l?t7P f't u ,ie T r34CK WIT// -o/¥H /?40$5 ,f'C,U,V,?EL? l:£1:;ES 7 1 :i! I/ CONSTRI./CTION f✓OTE'S 0-REMOVE EXl'!i'T CURB ,.,, GUTTER @--sAWCUT ,; REMOVE eX/ST A.C. PAVEMENT ®-SA WC.UT e X /ST. PC C. @--REMOVE EXIST. BERM ®-PROTeCT IN PLACe ®--CONSTRUCT I' A. C. STRIP a," THICK. @--Rl=LOCATE EXIST !'>IGN @--coNSTRUCT CONCRETE CURB ;' GUTTER TYPE "A" (8"C.F.) PER ST/7, l8Z-L . C,,t;v T ION I eour.R,,;,cro,,., $#.4,:,: f/1!:.R/,,:y LOC,;77"/0A/ Or" ;?"G4S It/Ale A'A/0 Pr?OTeC7 /A/ p,;,,;,ce. f~~~~------------------------~~ ---------~ > ~ f;g' I I -------.!_ ~ --=-=CC"-- - --=--= ------------------ It '- U_ " N - - .STA . .3T~c;o. 00 (,· -1'· .... ) t' ' i'1•· () ~ • •'· 'i ~ ~ •. ~ I 26 / / ' 8 ' "' ~ ~ /:J.331 j k I\. -'j> q,::,3' 4' "' k "' k 2~ 5 BONO BEAM -----1 ' I 11>---S"C £AR <l • J #5 BARS@ /c'(TY?)---'!f-I I FINISHl=D GRADE TOP OF AC 51./RFAC€ Z"' S -'4[. r," #5 ll-',-l-:.i;i..,~ NOTc' FIL./.. ALL BLOCK Cl:t.LS WITH G/Pour A.A/D OMIT MORTAR FROM YERTIC'AL ✓0/NT 1/4/ FIRST COt/RSE A$0J/E PKO.POSCO GA"Ow'.</P L.IA/€ e' 3Z"' O.C. FO.R WEEP HOLES. CONCRETE FOR. ,C-007/N,:;: !3//.4LL .&£ :LL;4:,:, 5,£,0·C-32:50 :·· ·:~·-·,··~ ·. -.. i!- .... · .. X TYPICAL '5£CT/0l" BLOCK RETAIN/,VG WALL SCALE: I"= 2 1 'STEEL .'SCHt:PULE H. 4'-13" 4'-0" '3'-4" T(MIN) I' -O" 0'-8" 0'-8" W(MIN} 4' -0" 4' -0" :J'-0" X I' -0., I' -O" l'-0" y l'-9" I' -qu l'-U# ' (\J ' /.5'' 2 1-B" 0'-8" '3'-o" 0'-9" l-0" H @---coNSTRUCT 15"A.C w/SEAL COA7 OVER COMPACTEP NATIVE SOIL @--coNSTRUCT 4" THICK P.C.C. S/OEWALK /RV/Ne G)eARS "s @10' :ll-5 (a) 18" #4(? 18' 4 4 IP :JO' @---coN5TRUCT 5" A. c. w/SEAL COAT OJ/ER. COMPACTED NATIVE SOIL W/50/L 5TER/LANT @--GRADE PER TVPICAL SECTIONS @-REMOVE EXISTING IRRIGATION LINES .ANP SPRINKLER HEAO§ ANO CAP AT R/IIY @---coNSTRUCT A.C RAMP PER OeTAIL "A" HER.EON @-coN5TRUCT RETAINING w,u.L ®-MOP/rY REMAINING EX/STING IRRIGATION SYSTEM TO MAINTAIN IT OPERATIONAL.j RESEED OR RETURF A5 NECESSARY .> .> POTHOLt= 0.4TA o #~---P"c;,9s, ,;t&P~e,;oll/ r.a. 0 ""e---e.,4AG, 5Z"BcL.Oll/ 7.C. 0-#.3---2'"0.45, 54',,';:f!,1:L.CIN 7.'C. Pl.AN @BARS n FOOTING l<EY ' .) r I ~J SCALE' HOR/Z. I"= 20' VERT. /If::: 2'' ,---------------1---1!--lr------'j--JA~ Q, )t~ [I W~b~~~f\(l§Q~~"~$g~J\~!JQ l----+---+--------+----l:::L~~E.:~RK~2D~~~TOR ':Ca 17782 SKY PARK BOULEVARD • IRVINE, CALIFORNIA 92714 • (714) 549-2222 DESIGNED DRAWN "5 €) 18" "5 IF' 18" ,.4 (,D z4• ---- ,,,,. ,;;, z4" ""4 rP :JO' ""4c,) 30" "'4 @Z:4" "'4 IP 30' "'4@ 30" I BIKE/IIPIY IMPROVEMENTS ON /RV/Ne AVENU!:: FROM STA.24.,00.00 TO STA. SZ+00.00 R-S45.3-S DATE BY DESCRIPTION APP'D. 5. T. E.C. DATE l----'---''----------------'----+:;;;;;c,c;;;:;;------j~;;;"-~----1 CHECKED DATE APPROVED BY , )e,.,0s\ .u,Ll CITY OF fJE\':f PORT BEACH £C'f:~ (l..0\0(0 6-l l:::9?2-REVISIONS J.A.NI. PUBLIC WORKS DEPARTMENT SHEET 3 OF 5 82118 (' ~! \ / ,.,______ " (/) ;CJ :i: I -I UI IJl ~ 0 LJl "TI U'1 \Jl I _,,,0) ) j -coN5T l"JEF=t8 '94:c-Ec •• -CLA530730.=i9~ • ca) 5'-= O. I '4'3' / --·----:-. .:...<-· __ -_. -__ -· ___ o.,,c, ' . ; .. , : 'J.:.lJ..- 2'£. 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COMPACTEO NAT/YE W/SOIL STER/LANT ®:::::---CZ:,.,U.ST~ ..3',., .,.,c;:J1/C ~A/ PER CITY 5TO. /84 -L ®-=u57,1E?c;cT DB'//GW4V AP~ ~ asp;,,e: p" t?/4/ .s,;,'6!37 2 sm DIETERICH-POST 2111B ,003 FILM S3 50 " -; :,i- 3JJ ~:- "->~ "'~--In ' ·-'sl-• 1'1) :..JJ---_- ' ~Z .. ,,:'.:?"·' -~e,.... =!=;?,/c ·-·o. -- • "" . "" -,,i· ·:,. .. '-J: t.; C) ...... '9 !ls - I 1 - • • • ·•----•-··t- . . : • -_-: -:- 'I- ll -~ -- =.;:;;;;; 50- 4' /,BACK OF / S!Oc.WALK II II '--R/W • _., \y= -~ -,J._40) ·-~ ~ LIW.SidEP.->'(/~,~e Az.pN_.s (f SD. :E/..~~::--;··••=·"-': ·...c·c..._· = ----=---=-~--~ ·=·=· =· ·=·=i j ____ _ Pl.AN DETAIL "H" 34 ---. --•. ----+----------'• • · ·_ ~/\lS=3 B =9'9 ·_ Z:.lf •• • •• ~:a;,-,: ,R~-4.k±l~J&'Z<LJ -SC~-O. 'O:,,ZO . _ . _ 08. z;;x"'.h!"-" e----tfiime,e-- ' ., . I ---~ ! :--------. -• -. S5 37 : "' -: : --~= ----.. --- 38 39 40 41 R/W- • ~ ~ --.S/OEWAL7~ >,i- " . ' . . . ::,: :, ·. •. :•. '. 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