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HomeMy WebLinkAboutR_5164_S•• •• ~ f-1 ... ) I CIYV 01' COSY A MESA VICTOftlA . t:l :, ,:J ',""'~ "'---J. /:, ' </ C' sr O,o J. /2 CIYV 1, OF \ NEWPO OEAC u<N1vtns11 1 U C , \ "AC 1, ic: VI! 0 Mf,,,.OIIIAl ,-.., n II I n/ rm. _ •1 --ti ' .. _ _. l/4 0 ¼ ½ 3/4 l b5 75 I GQAF'HIC SCALf IN I.IILl:S SYMBOL LEGEND -0-POtJER POLE 0 MANHOLE "Cf FIRE HYDRANT □ METER OO)( --©-VALVE E-POii/ER POLE ANCHOR ,{2, MONUMENT -><-x-FENCE BLOCK WALL C~ TREE 1.J',f., SHRUBBERY / ,v e.aeL:t ASPHAL.T PAVEMENT ~~ BRICK VIALK I I I_:; ___ ~ CONCRETE t ::J ~.-e.v..a:d BUil DING -----EXISTING CONSTRUCTION NEW CONSTRUCTION -·-1-CENTERLINE -··-s-SEWER L.INE ---·-w-WATER LINE --ti-GAS LINE -E-POWER L.INE -TE<-TELEPHONE LINE -rv-CABLEVISION LINE -=-SPRINKLER SYSTEM ~ STREET LIGHT ABBREV. LEGEND T.O.C. -TOP OF CURB • F:L.. -FL.OW LINE F:S. -FINISHED SURFACE R/W-RIGHT OF WAY HP -HIGH POINT GB -GRADE BREAK CF -CURVE FACE LP -LOW POINT ' ,,-· -. ' EMERGENCY TELEPHONE NUMBERS AGfZ NCV SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY PACIFIC TELEPHONE COMPANY CITY OF NEWPORT BEACH (PUBLIC UTILITIES) COUNTY SANITATION DISTRICTS COMCAST CABLEVISION COMMUNITY CABLEVISION UNDERGROUND SERVICE ALERT 634-0251 B95-0226 551-7736 644-3011 962·2411 EXT 222 547-3303 __ 720-2056 1-800-422-4133 I I I _ _, (\I ~ ., CKTY NJEWPORT JPUBJLKC WORK§ OJF BJEACH DJEJPARTMJENT □ D FINLEY TRACT STREET RECONSTRUCTION CHANNEL EY I-AVE. 0: 0 a. ~ CITY HALL w 2 r SCALE: NAME DISPATCHER OPERATIONS OPERATOR 32 ND ST. ~ PAUL MALKEMUS 8 JOHN STANDAGE CONTROL CENTER THERESA SIMONS DAVID ANTHONY OPERATOR (C-2462) APPROVED BY: ~0,)U DATE: PUBLIC WORKS DIRECTOR, R.C.E. No. 12806 tON81RUt1ijQN N011ES: CD © ® 0 ® © 0 ® ® @ @ ® @ e @) @) @ @) @) ® @ @ REr.10VE EXISTING PAVEMENT, EXCAVATE AND PREPARE SUBGRA0E. CONSTRUCT 1" ASPHALTIC CONCRETE TYPE m-c~-A!j 4D0O OVER 3" ASPHALTIC CONCRETE TYPE m•B2·AR 4000 OVER 4 AGGREGATE llASE. CONSTRUCT 6" THICK P.C.C. ALLEY PER C.N.B. STD. 140-L AND AS SHOWN ON PLANS. CONSTRUCT G" THICK P.C.C. ALLEY APPROACH PER C.N.B. STD. 142-L AND AS SHOWN ON PLANS. REMOVE EXISTING P.C.C./A.C. IMPROVEMENTS. CONSTRUCT P.C.C. CURB AND GUTTER PER C.N.8. STD. 182-L, TYPE" A "aDET.® REMOVE EXISTING P. C .C. / BRICI~ SIDEWALK AND ENCROACHMENTS. CONSTRUCT 4"THICK P.C.C. SIDEWALi< PER C.N.8. STD. IBO·L. CONSTRUCT 8" THICK P.C, C. CROSS GUTTER AND SPANDREL AS SHOWN ON THE PLANS AND PER C. N.B. STD. 185-L. CONSTRUCT CURB INLET TYPE OS PER C.N.B. STD. 306-L. CONSTRUCT 15" RCP STORM DRAIN AS SHOWN ON :rHE PLANS. CONSTRUCT CURB ACCESS RAMP PER C.N.B.STD. 181-L·A AS MODIFIED PER PLAN. PROTECT POWER POLE IN PLACE. RECONSTRUCT EXISTING P.C.C. DRIVEWAY APPROACH PERC.N.B. STD. 163-L CONSTRUCT P.C.C. CURB AND GUTTER PER C.N.B. STD. 183-L, TYPE "c:•e.~ CONSTRUCT STORM DRAIN MANHOLE NO. 2 PER C.N.B. STD. 307· L CONSTRUCT JUNCTION STRUCTURE NO. 2 PER C.N.B. STD. 311 • L CONSTRUCT LOCAL DEPRESSION PER C.N.B. STD. 304· L CONSTRUCT CONNECTION ASSEMBLY PER C.N.B. STD. 312-L ADJUST EXIST. M.H. 1 C.0, WATER VALVE, METER 8, MONUMENTS TO FINISH GRADE. CONSTRUCT P.C.C. CURB TYPE "B" PER C.N.B. STD.-182-L. REMOVE EXISTING GUARD RAIL ASSEMBLY. BENCHMARK NO. I J 52 73. BENCHMARK IS LOCATED IN THE SOUTHWESTERLY CORNER OF A 5 FEET BY 5 FEET CATCH BASIN, APPROXIMATELY 185 FEET EAST OF THE SOUTH END OF THE NEWPORT AVENUE BRIDGE CROSSING PACIFIC COAST HIGHWAY; 43 FEET NORTHEAST OF LIGHT POLE MARKED E-34 AND GO FEET SOUTHEAST OF LIGHT POLE MARKED E-33; APPROXIMATELY 70 FEET SOUTH OF CENTERLINE OF PACIFIC COAST HIGHWAY; I FOOT HIGHER THAN THE HIGHWAY. ELEV.=9.374 i;c (E\<IST OR PROP) ' PER Pl-AN ·GIi 12:110R '2411 PER Pl"-N ·-F,I., ,.' I ; Eal-.FV,t,I =. . . ~I . C-'F-411TO el -iyi;RtES PER l"L,<>.N ~-. . •. . ' • =1.9 •. . .. ; • STD. 183-L TYPE" C"@ T-C. {Ell'.IST. ai:z. PRDB) IPER Pl.AN STD.182-L TYPE "A"@) P.C.C. CURB a GUTTER DETAIL (Y) z MATCH EXIST. EL- Of<. AG GHCWf,! 0~ Pt..>N ' Jo/,SLOPE 2'oR MATCH (MIN.) l¾ SLOPSCMIN,J TYl'c 'c"cl.lRB-E,)<:!STING -TYPJc"A"CURB 4"P.C.C.WALK-----._ [ 2 11OR MA-YCH E><:tSTING _4•·rosr1 c.F. . .. , __ . i ,_ - ' .•.. I • • .. ; .. ·-.: · .•. ; ' I TYPICAL STREET SECTION B CLUBHOUSE AVE. I N.T.S. FROM STA. 8t71.00 TO STA. 9t 87.00 FROM STA. 10+26.00 TO STA.10t94:00 SHEET I OF 23 TITLE SHEET, VICINITY MAP, LOCATION r.1AP,INDEX OF SHEETS, GENERAL NOTES Al'ID CONSTRUCTION NOTES. SHEET 2 OF SHEET 3 OF SHEET 4 OF SHEET 5 OF SHEET G OF SHEET 7 OF 23 Z3 23 23 23 23 PLAN AND PROFILE OF CLUBHOUSE AVENUE FROM 130FT. SOUTH OF FINLEY AVE TO 34 TH ST. PLAN AND PROF! LE OF CLUBHOUSE AVENUE FROM 34TH ST. TO 35TH ST. PLAN AND PROFILE OF CLUBHOUSE AVENUE FROM 35TH ST TO ALLEY 335 A PLAN AND PR0!'ILE OF CLUBHOUSE AVENUE FROM ALLEY 335 A TO 36TH ST. PLAN AND PROFILE OF FINLEY AVENUE FROM RIALTO TO 36TH ST. PLAN ANO PROFILE OF 34TH ST. FROM FINLEY AVENUE TO CLUBHOUSE AVENUE PLAN AND PROFILE OF 36TH ST. FROM FINLEY AVENUE TO 180 FT. NE OF FINLEY AVENUE SHEET 8 OF 23 PLAN AND PROFILE OF 36 TH ST. FROM 180FT NE OF FINLEY AVENUE TO 150FT. NE OF SHORT ST. SHEET 9 OF 23 PLAN AND PROFILE OF 36TH ST. FROM 150 NE OF SHORT ST. TO CLUBHOUSE AVENUE SHEET 10 OF 23 PL.AN AND PROFILE OF ALLEY 335 8 FROM FINLEY AVENUE TO 260 FT. NE OF FINLEY AVENUE SHEET I I OF 23 PLAN AND PROFILE OF ALLEY 335 B AND 335 A FROM 260 FT NE OF FINLEY AVENUE TO CLUBHOUSE AVENUE SHEET 12 OF 23 PLAN AND PROFILE OF 35 TH ST. FROM FINLEY AVENUE TO 200FT. NE OF FINLEY AVENUE SHEET 13 OF 23 PLAN AND PROFILE OF 35 TH ST. FROM 200 FT. NE OF FINLEY AVENUE TO CLUBHOUSE AVENUE SHEET 14 OF 23 SHEET 15 OF 23 SHEET 16 OF 23 SHEET 17 OF 23 SHEET 18 OF 23 SHEET 19 OF 23 PLAN AND PROFILE OF ALLEY 336 FROM FINLEY AVENUE TO CLUBHOUSE AVENUE PLAN AND PROFILE OF FINLEY AVENUE FROM 34TH ST. TO ALLEY 337 A PLAN AND PROFILE OF SHORT ST. FROM RIALTO TO 50 FT SE OF ALLEY 335 A PLAN AND PROFILE OF SHORT ST. FROM 50 FT. SE OF ALLEY 335A TO ALLEY 337 A STORM DRAIN PLANS FOR CLUBHOUSE AVE. PLAN AND PROFILE OF FINLEY AVENUE FROM 36TH ST STUB TO PAST 35TH. ST. SHEET 20 OF 23 SHEET 21 m= 23 PLAN AND PROFILE Of' FINLEY AVE. a 34TH. ST. FROM ALLEY 336 TO 34TH. ST. a FINLEY TO RIVO ALTO 36TH. ST._ END a 36TH. ST. STUB FROM FINLEY TO RJVO ALTO SHEET 22 OF 23 PLAN AND PROFILE OF 35TH ST. Fl NLEY AVE. TO RJV0 ALTO SHEET 23 OF 23 TIDAL STRUCTURE MODIFICATION 34 TH. S1 a FINLEY AVE GENERAL NOTES 1. ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNOER CONTRACT SHALL, EXCEPT AS OTHERWISE STATED IN THE CITY'S STANDARD SPECIAL PROVISIONS, OR IN'THIS CONTRACT'S SPECIAL PROVISIONS, BE CONSTRUC1ED IN ACCORDANCE WITH THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, l98&·EDITION 11 ANO SUPPLEMENTS. 2. STATIONING REFERS TO CENTERLINE OF STREETS AND STORM DRAIN PIPE, 3. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION.AND ELEVATION IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION OF NEW UTILITIES. 4. ALL STANDARD PLANS REFER TO THE CITY OF NEWPORT BEACH STANDARDS UNLESS OTHERWISE NOTED. 5. CURB DATA REFERS TO FACE OF CURB . 6. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO ALL ADJOINING CURBS AND WALKS. 7, ALL UNDERGROUND WORK SHALL BE COMPLETE PRIOR TO PAVING. 8. ALL ELEVATIONS SHOWN ON THESE PLANS ARE IN FEET ABOVE use. El G,S. MEAN SEA LEVEL (M.S.L.) DATUM. 9. PROTECT POWER POLE IN PLACE. I:;, ci? • (SEE PLAN) 0-5% SLOPE I JOIN El<IST. 1 lo11 P. C.C, ,, , (MIN) \ ~ 1/CrYP.) 1-,-:-._~-=. ,-,-.. -, -,.-.!.. -.-_-_...::: . .J,_ -.---.• =. ±=:::....-.--.~ PLANS PREPARED BY: fiOJ ."',,( ParkrentP.r Dr.• Suite 1011 SanrnAna, Cclifornla 92705 (714) 8.'16-11455 TITLE SHEET R-5164-S ALAN R. SHORT R.C.E. 30873 DATE SHT. 1 OF 23 J .N. 252.0IA • i J I - I ' ',~' • . '. }\. '' .. /'· >-'~-, It ''?-,. '" ., , -~t~-:.--,.;..:_ .... ~_:, ~ = m······•· I" "' d)ro --------. -,--' --~------' -' -----; __ ----·--- -- ,_ ------------ . .. -:;-:_ 1~ - 8+50 605 G)-REMOVE EXISTING PAVEMENT, EXCAVATE AND PREPARE SUBGRADE. @-CONSTRUCT 1" ASPHALTIC CONCRETE TVPE III-C3-AR 4000 OVER 3" ASPHALTIC CONCRETE TVPE III-B2-AR 4000 OVER 4' AGGREGATE BASE. 3. CONSTRUCT 6" THICK P.C.C. ALLEY PER C.N.B. STD. I 40-L AND AS SHOWN . ON PLANS. 4. CONSTRUCT 6' THICK P.C.C. ALLEY APPROACH PER C.N.B. STD. 1 42-L AND AS SHOWN ON PLANS. REMOVE EXISTING P.C.C./A.C JMPROVEMENTS. 9+00 CONSTRUCT P.C.C. CURB AND GUTTER PER C.N.B. STD, 1 62-l, TVPE 'A" a OETAIL/o\ REMOVE EXISTING P.C.C. / BRICK SIDEWALK ANO ENCROACHMENTS. W CONSTRUCT 4" THICK P.C.C. SIDEWALK PER C.N.B. STD. 1 60-L. 3m DlETERICH·POST 21116 .roJ FILM 9. 1 0. 1 I. @ I 3. ... ----·-- 9+50 CONSTRUCT 8" THICK P.C.C. CROSS GUTTER AND SPANDREL AS SHOWN ON THE PLANS AND PER C.N.8. STD. 1 85-L CONSTRUCT CURB INLET TVPE OS AS PER C.N.B. STD. 306-L CONSTRUCT 1 5" RCP STORM DRAIN AS SHOWN ON THE PLANS. CONSTRUCT CURB ACCESS RAMP PER C.N.B. STO.·ISl·L·A AS MODIFIED PER PLAN G]}--AECONSTAUCT EXISTING P.C.C. DRIVEWAY PER C.N.8. STD. 163-L. l3)----c□NSTAUCT P.C.C. CURB AND GUTIEA PEA C.N.8. STD. i 83-L, TYPE •c~. 16. CONS'(RUCT STORM DRAIN MANHOLE NO. 2 PER C.N.B. STD. 307-L 17, CONSTRUCT JUNCTION STRUCTURE NO. 2 PER C,N.B. STD. 311-L @--CONSTRUCT LOCAL DEPRESSION PER C.N.B. STD. 304-L @ ADJUST EXIST. M.H.1 C.O.,WATER VALVE I METER 8i MONUMENTS TO FINISH GRADE iTYPICAL) 7 . .. . . . PROFILE . 10+00 GENERAL NOTES HORIZ . VERT . PL AfJ 1" = id PROTECT POWER POLE S STREET SIGNS IN PLACE. GAS LINE SHOWN SCREENED IS ABANDONED I CAN BE REMOVED AT CONTRACTORS DISCRETION.] t--. lu= I 01 --•-' ' ........... -~ _, __ ... ' -... -,-➔---- r -· i _______,___ • • ~,-: ··cc 10+50 PLANS PREPARED BY: 601 .1\'. Parkc,•nr,•r Vr • !,'uiW 104 Santa Arm, CaTifomia 92705 (7H) 836-¥.55 ==· APPROVE□ PUBLIC WORKS DIRECTOR R.E. NO 12806 OAT< /2-2.7..-611 DESIGNED DRAWN cl 3 _.....,--::.8 l~ DATE av 0EscR1PT10N APP'o. cv Ac DATE 1--~-~----R-EV_I_S-IO_N_S------~--1-c==H=E=:cK=E=-o-E=K~A-t:Oc:-AT==Ec-~~-1 ALAN R. SHORT RCE 30673 t 11 +50 I") 1-w w :r:: (/) w w (/) - I I I ! !I .3c_-~i ' -·-• - -1f c-2462 SY~~~y ~MP~O~~M~NYS FOR CLUBHOUSE AVENUE FROM 130 FT. SOUTH OF FINLEY AVE: TO 34 lH ST. R-5164-S l • CITY 0~ ~J~l,"JPORY B~l\C~ PUBLIC WORKS DEPARTMENT \ SHEET 2 OF 23 ; J.N. 252.0IA i l i ==t J lJi "" ....... ' I. i I • I \________.,t I ==- (\I 1-w w ::c (/) w w (/) ' -... ······- ___ ,--------·----' - .. j L l -r • i I; ::; ,;::.,_ :-"~-· •••• : ··~---;_ ;_:_ ~--: _, • ' • ' • -· --••-< --' ' -----' -. ,--'-------- - -- - -----, ----•-----.... , _,___ ➔ 0 0 1 \ +50 "' --~~ l) :J 7 / @-REMOVE EXISTING PAVEMENT, EXCAVATE AND PREPARE SUBGRADE. ®-CONSTRUCT 1" ASPHALTIC CONCRETE l'/PE III-C3-AR 4000 OVER 3' ASPHALTIC CONCRETE l'IPE 111-B2-AR 4000 OVER 4" AGGREGATE BASE. 3. CONSTRUCT 6" THICK P.C.C. ALLEY PER C.N.B. STD. 1 40-L AND AS SHOWN ON PLANS. @-CONSTRUCT 6' THICK P.C.C. ACLEY APPROACH PER C.N.B.-STD. 142-L AND AS SHOWN ON PLANS. REMOVE EXISTING P.C.C. / A.C. IMPROVEMENTS. CONSTRUCT P.C.C. CURB AND GUTTER PER C.N.B. STD. 1 82-L, l'/PE "A" a DETAILLD\ REMOVE EXISTING P.C.C. / BRICK SIDEWALK AND ENCROACHMENTS. W CONSTRUCT 4n THICK P.C.C. SIDEWALK PEA C.N.B. STD, i 80-L 3m 01ETERICH-POST 2111[1 .003 FILM 9. 1 0. 11. @ 1 3. r -- -;-••. =="-'-'---'c._c-'-'-- 12 f-50 CONSTRUCT 8" THICK P.C.C. CROSS GUTTER AND SPANDAEL AS SHOWN ON THE PLANS ANO PEA C.N.B. STD. 1 B5-L CONSTRUCT CURB INLET l'IPE OS AS PER C.N.B. STD. 306-L CONSTRUCT 1 5' RCP STORM DRAIN AS SHOWN ON THE PLANS. CONSTRUCT CURB ACCESS RAMP PER C.N.8. ST□.• IBl·L-A AS MODIFIED PER PLAN. 0--RECONSTRUCT EXISTING P.C.C. DRIVEWAY PER C.N'.B. STD_ 163-L. 1 5. CONSTRUCT P.C.C. CURB AND GUTTER PEA C.N.B. STD. 1 85-L, l'/PE "C". 16. CONSTRUCT STORM DRAIN MANHOLE NO. 2 PER C.N.B. STD. 307-L 17. CONSTRUCT JUNCTION STRUCTURE NO. 2 PEA C.N.B. STD. 311 -L 1 B. CONSTRUCT LOCAL DEPRESSION PEA C.N.B. STD. 304-L ® ADJUST EXIST. M.H.,C.O., WATER VALVE, METER 6 MONUMENTS TO FINISH GRADE. (TYPICAL) i I '·='== ··~ 13 +00 VERT. PL Ar~ 1" = Id 13+50 PLANS PREPARED BY: ALAN R. SHORT 6()/ ,'I.' Parl.-r-rnl<'r J)r. • .•;uil<' JO!J Sanra Anrt, CrtFifomfa 92705 (714) 8fl6-¥,55 RCE 30873 DATE 14+ 00 DATE BY DESCRIPTION APP'D. REVISIONS ~~-~ .... ········. ---1 APPROVED PUBLIC WORKS DIRECTOR' R.E. NO 12806 DAT= / 2.,-2.:2.. -J!lfl DESIGNED DRAWN 1-w IJ.J :c (/) w w (/) -----, 14r50 C-2462 ST~E~1 IMP~©VEME~TS FOR CLUBHOUSE AVENUE FROM 34TH ST. TO 35TH ST. CV AC C!TV Of rJ~t'JPORi C~D!C~ R-5164-S CHECKED DATE EKA PUBLIC WORKS DEPARTMENT SHEET 3 OF 23 J.N. 252.0IA I I I • p :D ~ I = i£c:B. ' -. Xii· - \ -=.:ihJL I 1 ---( ' -~ • -• • illi ~4'+ w l'r). . . g3;c ~ :Ci:-C. ~-DZJ=' --- ~= -~ , .. '· •. ,!.,:,C)JL~OeDRESS7!7~ --· --·-·· .,4+q5.511,1CI-IJ!l~Oll>!i •·. .... ... ....... 1 ...• 1#-i4.ct4:Cl.ll6HOU~•1*'7~8<! 39.'fH'"[.~ ..... 8..b_. I --,---------' .... ••••• ;;:i,2+,77 .. 10 SAoRTS"L ·• , __ . ~-•·• ,_ -,_ -----_------___ :· -__ _ --------· ... ~-_ ~ .. ---__ -0 ,......~ -•---~:-=<S •--0:241-~/o: _________ -~ ~----·--•----_ o. "'! . , ______ p•--• 0 --' --g -U\ ro~ ·,:_ '. -~ V -· ··O ' . =,r •• • • ... . , <'l .. _, -u· i '" o-t. =: if' --. • -~ "9 • ' '1 '3 -• = i~ ·--- = .Ji ~'L-·· ~ _;, , : >I'-¢ •• • • ~ "l' • • --, =--. r· - _: --~ =--" : =: --:=· ----· _:-----, :·,~:~ = i=: f-:·=-~ : -~=1 -~ · -; j --r · -=~ :: :_ ----, ... --+--•--,--· lif~ • ..... 11 ~ s=~4~-•· 1- ... . --- • --~, .i •• ' -~--. ··:::: --":----·- -~- -. : • • • : ·-------. i ~ -:. . •ls,l(IG'Jc.[:OC,l\ OEPRESSJO • •• • TO f'-l:IYlAI l'J : 15 +00 ---· -------·-----. - . ---- -CROWN SECTION "NO CROWN SECTION -- (y-REMOVE EXISTING PAVEMENT, EXCAVATE AND PREPARE SUBGRADE. ®-CONSTRUCT 1" ASPHALTIC CONCRETE TYPE III-C3--AR 4000 OVER 3" ASPHALTIC CONCRETE TYPE lll·B2--AA 4000 OVER 4" AGGREGATE BASE. 3. CONSTRUCT 6" THICK P.C.C. ALLEY PER C.N.8. STD. I 40-L AND AS SHOWN ON PLANS. @--CONSTRUCT 6" THICK P.C.C. ALLEY APPROACH PER C.N.B. STD. 1 42--L AND AS SHOWN ON PLANS. REMOVE EXISTING P.C.C, / A.C. IMPROVEMENTS CONSTRUCT P.C.C. CURB AND GU1TER PER C.N.B. STD. 1 82"""L, TYPE ~A11 8: DETAIL ID'\ REMOVE EXISTING P.C.C. / BRICK SIDEWALK AND ENCROACHMENTS \J7 CONSTRUCT 4" THICK P.C.C. SIDEWALK PER C.N.B. STD. 1 80--L • 3m DIETERICH-POST 21116 J:I03 FILM @-CONSTRUCT 8" TH!CK P.C.C. CROSS GUTTER AND SPANDREL AS SHOWN ON TnE PLANS AND PER C.N.8. STD. 1 85--L @--CONSTRUCT CURB INLET TYPE OS AS PER C.N.8. STD. 306-L 11. CONSTRUCT 1 5" RCP STORM DRAIN AS SHOWN ON THE PLANS. 11?'\ CONSTRUCT CURB ACCESS RAMP PER C.N.B. STD. I8I-L-A AS V MODIFIED PER PLAN. 1 3. 1/3-RECONSTRUCT EXISTING P.C.C. DRIVEWAY PER CN.8. STD. I63-L. I 5. CONSTRUCT P.C.C. CURB AND GUTTER PER C.N.B. STD. 1 B3-L, TYPE "C". I 6. CONSTRUCT STORM DRAIN MANHOLE NO. 2 PER C.N.B. STD. 307-L. 1 7. CONSTRUCT JUNCTION STRUCTURE NO. 2 PEA C.N.B. STD. 311 -L @--CONSTRUCT LOCAL DEPRESSION PER C.N.B. STD. 304--L ® ADJUST EXIST. M.H., C.O., WATER VALVE, METER 8 MONUMENTS TO FINISH GRADE. (TYPICAL) . ' -•• 0 ;; =£+-0~2"5% ' ~: --r ~-15 +50 GENERAL NOTES .. (5 •-1 -0 --___:_;-. -. - ~ . --"--, ·-----· ---·-·-. --- PROFILE I" • 1d PROTECT .POWER POLE & STREET SIGNS IN PLACE. GAS LINE SHOWN SCREENED IS ABANDONED (CAN BE REMOVED AT CONTRACTORS DISCRETION). ! ···• J ! ~ T_i ----·---, -,--------, -· .. 1.-.-:··-• '.:::--.. -§ 16+00 PLANS PREPARED BY: ALAN R.SHORT 6(JJ X Parkf'1•nrl'r l)r.• Suitr I(},., Santa Ana, C'afif,,min 92iO!i (714) 8i16-41J55 RCE 30873 DATE 16 +50 DATE BY DESCRIPTION REVISIONS APP'D. . =-tlN'J'.- JfG,"!-G!'f,. 17 CJ:U~~OUSE.)\VE_: ~ ;]Sf"S'!.01 ;;.,.·ci:ee:1:e;.,,A':: • i -... -----<- ,_J_ -- ---j 17+00 APPROVE□ aa.JU PUBLIC WORKS DIRECTOR R.E. NO 12806 DATc /2,-'2.2.,-61! DESIGNED ORAWN CV AC CHECKED DATE EKA ' ... ---~-l ' -,. l I!) 1-w w :r: Cf) w w Cf) -,_ + C-2462 ~y~~~~ ~MP~©~~~~~y~ FOR CLUBHOUSE AVENUE FROM 35 TH ST. TO ALLEY 335-A CIYV 0~ ~jEl,"JPOtrii BE&iCM R -5164-S PUBLIC WORKS DEPARTMENT SHEET 4 J.N. 252.0IA' } I 0) I CJ) ,, I ' \ Jr . . ' \ . . ---1. . -,• -·-------·---,--( ·---------, ---·---E'-__ , ___________ :===-· ---------,---,., ----'. ·-·-,. ' -· ---; -----------------~-----·-·-·-·----·- -----• --•--------:::=.--------,----------------_-_,-_-_-·---. " --·- ---~ _, ______ _ _,_ --= ----__ -.--·-·--_-_-_-;:_-:;;-_,_·'c,_ ___ ·===-~-'----·~--=--· ---==- --•----•---,-,--,---___ ,_ ------__ . ___ _ 1-----,-------~------'---,- ---·-·-·-·----·----- _-.-1" =-= 7~'= ---•---------- V ------- ; :~:'!c: ~: ~;~ ~ ~ ;~ i ~ ~= ~ ~ =_-___ . ~~~==~~~,~., -----• --' ___ , __ _ --. i::, ------o- ----~~~~~~ ili·~·;;; ··--~-~~--=:-··-•-----_ '~ ~~'.··-·····-------~-----❖~-~~ ~:=_·::~~~----------, ----• +---•------, ---• .--___ ] ____ - 3. 4. --, -------- 17+ 00 I ~-., '.:.;;..-,~.~0 1. I - ' ' r-'() -__ ,_ -. -- ·- REMOVE EXISTING PAVEMENT, EXCAVATE AND PREPARE SUBGRADE. CONSTRUCT 1" ASPHALTIC CONCRETE TYPE III-C3-AA 4000 OVER 3" ASPHALTIC CONCRETE TYPE 111-82-AR 4000 OVER 4' AGGREGATE BASE. CONSTRUCT 6" THICK P.C.C. ALLEY PER C.N.B. STD. 1 40-L AND AS SHOWN ON PLANS. CONSTRUCT 6' THICK P.C.C. ALLEY APPROACH PEA C.N.B. STD. 1 42-L AND AS SHOWN ON PLANS. REMOVE EXISTING P.C.C. /AC IMPROVEMENTS 17+ 50 CONSTRUCT P.C.C. CURB AND GUTTER PER C.N.B. STD. 1 82-L, TYPE "A" a DETAILLQ\ REMOVE EXISTING P.C.C. / BRICK SIDEWALK. AND ENCROACHMENTS. Q7 CONSTRUCT 4' THICK P.C.C. SIDEWALK PEA C.N.B. STD. 1 80-L Jm DIETERICH-POST 21UD ,003 FILM ____ ,. 9. 1 0. 1 1. § 1 3. 1 4. 1 5. 1 6. 1 7. 1 8. ® -----------·----------·---------------------·--. __ , ---·-----· -· ------•--------•-. -----· --------. ----- --·----------____ , __ •- ·-------,_ --~----- 1a +oo CONSTRUCT 8" THICK P.C.C. CROSS GUTTER AND SPANDREL AS SHOWN ON THE PLANS AND PEA C.N.B. STD. 1 85-L CONSTRUCT CURB INLET TYPE OS AS PER C.N.B. STD. 306-L CONSTRUCT 1 5" ACP STORM DRAIN AS SHOWN ON THE PLANS. CONSTRUCT CURB ACCESS. AAMP PEA C.N.B. STD. 181-L-A AS MODIFIED PER PLAN. RECONSTRUCT EXISTING P.C.C. DRIVEWAY PER C.N.B. STO. 163-L CONSTRUCT P.C.C. CURB AND GUTTER PER C.N.B. STD. 1 83-L, TYPE "C", CONSTRUCT STORM DRAIN MANHOLE NO. 2 PER C.N.B. STD. 307-L CONSTRUCT JUNCTION STRUCTURE NO. 2 PEA C.N.B. STD. 311-L CONSTRUCT LOCAL DEPRESSION PEA C,N,B. STD, 304-L ADJUST EXIST, M.H,, C.O,, WATER VALVE, METER 8 MONUMENTS TO FINISH GRACE. (TYPICAL) . -: -_; ___ ; -------= -==-----·-----" ' --·--·---·---' ' ----. --·---. ---·-____ \ ___ - --( ____ , __ _ ------- -----'-,- ';;; -•-v ----·---1 :::::-v: '~-- ------, ___ . . __ i·.c-c: -,;; --~~~ <c:t_______ _J_~:-~-~-:-z_ ~~~~-: ------· -j -,---·------< --·-----· _ _, ______ , ____ -, ------------:----------- : -·; ;j_ ·-----·------· --• --· ---- --·- GENERAL NOTES PROFILE HORIZ. VERT, PLAN PROTECT POWER POLE & STREET SIGNS IN PLACE. GAS LINE SHOWN SCREENED IS ABANDONED (CAN BE REMOVED AT CONTRACTORS DISCRETION). '"-- -• , __ >-·1,--_: --~---'.-• 19 + 00 PLANS PREPARED BY: ALAN A.SHORT 6rJJ '\' Par1.-rf'nter Dr.• ,',uite J(Jf/ Santa Ann, CaliftJmia 927(}5 (714) 885"""55 RCE 30873 DATE i =_.· __ ~ • •---- --•------•--• ----- ---------·- -,---· ------.---------< ----------,-:-•·-- ----·--- -----•-•-.--_,- 18 -----• -=-= I --=----=1-=-----,-- ----,--~-,-----•-~--,-------------,----------,--_, - - -' ----------, -----·--·-•b 19+50 JOIN EDSE OF EXIST. GUTTER 'MATCH EXISTING ELEVATIONS C: .. I,, --, U' ,, . DATE BY DESCRIPTION APP'□. REVISIONS APPROVED iJ.O.>U.. PUBLIC WORKS DIRECTOR R.E. NO )2B06 DAT '2.-'Z,;2,_-{t B DESIGNED CRAWN CV AC CHECKED DATE EKA C-2462 ~u~~~i ~M~~©V~M~~u~ FOR CLUBHOUSE AVENUE FROM ALLEY 335-A TO 36TH ST. CITY Of MEWPOtlT BEACH R -516 4 -S PUBLIC WORKS DEPARTMENT SHEET 5 OF 23 J.N. 252.0IA i ,. . ' ' _, -·' ( Vt I (J) = ,--1_____;_-·-1--•-··'-.---_ -·-·-.--·~----- --.---<---· ----J----•--PROFILE -------· ----· -----< ' -----~----· -·--, ---·--------·---, 9+25 9 +50 0 G}---REMOVE EXISTING PAVEMENT, EXCAVATE AND PREPARE SUBGRADE. @---CONSTRUCT 1" ASPHALTIC CONCRETE TYPE 11I-C3-AR 4000 OVER 3" ASPHALTIC CONCRETE TYPE 111-B2-AR 4000 OVER ~• AGGREGATE BASE. 3. CONSTRUCT 6" THICK P.C.C. ALLEY PER C.N.B. STD. 1 40-L AND AS SHOWN ON PLANS. 4. CONSTRUCT 6" THICK P.C.C. ALLEY APPROACH PER C.N.B. STD. 1 42-L AND AS SHOWN ON PLANS. 9 +75 f REMOVE EXISTING P.C.C./AC IMPROVEMENTS CONSTRUCT P.C.C. CURB AND GUTTER PER C.N.8. STD. 1 82-L, TYPE 'A" E\ DETAIL@ REMOVE EXISTING P.C.C. / BRICK SIDEWALK AND ENCROACHMENTS. '-.:!7 CONSTRUCT 4" THICK P.C.C. SIDEWALK PER C.N.8. STD. 1 80-L 3/77 01ET£RICH-POST 21110 ,003 FILM '-----,-- _,_,,, -·-j -•--~ 10+00 10 +25 @---CONSTRUCT 8" THICK P.C.C. CROSS' GUTTER AND SPANDREL AS SHOWN ON THE PLANS AND PER C.N.B. STD. 1 85-L 1 0. CONSTRUCT CURB INLET TYPE OS AS PER C.N.8. STD. 306-L 11. CONSTRUCT 1 5" RCP STORM DRAIN AS SHOWN ON THE PLANS. (!3 CONSTRUCT CURB ACCESS. RAMP PER C.N B. STD. I8I-L-A AS MODIFIED PER PLAN. 1 3. G---RECONSTRUCT EXISTING P,C,C, DRIVEWAY PER C.N.B. STD. 163-L. 15. CONSTRUCT P.C.C. CURB AND GUTTER PER C.N.B. STD. 1 83-L, TYPE 'C'. • 16. CONSTRUCT STORM DRAIN MANHOLE NO. 2 PER C.N.B. STD. 307-L 1 7. CONSTRUCT JUNCTION STRUCTURE NO. 2 PER C.N.B. STD. 311 -L 1 B. CONSTRUCT LOCAL DEPRESSION PEA C.N.B. STD. 304-L ® ADJUST EXIST. M.H., C.0.1 WATER VALVE, METER a MONUMENTS TO FINISH GRADE. (TYPICAL) 10 t-50 10 -+75 .:5516 GENERAL NOTES HORIZ. VERT. PLAN 1" = 1d PROTECT POWER POLE & STREET SIGNS IN PLACE. GAS LINE SHOWN SCREENED IS ABANDONED (CAN BE REMOVED AT CONTRACTORS DISCRETION). _! -------- --•-· -· - -•------~- -----< --i-• -~ ~ c~ _:::r__ --_ _;--_:_: ~-----= _--~· 10 + 00 PLANS PREPARED BY: fFUSC:OE WIU.IAM!i UNDGREWJ &.SIIORT 601.1\'. Parl.N•ntrr nr.• Smtr 101' San/a Ana, California 92705 (7111) 836-~55 CwU£22sZ/ ALAN R.SHORT RCE 30873 DATE --1-1----'-;------·--- ---. ~-=-'-"-:1.--· -------•-----· ----------,------• -------------__ -----f---- 10+25 10+50 DATE BY DESCRIPTION APP'O. REVISIONS 10+ 75 APPROVED aa.u PUBLIC WORKS DIRECTOR' R.E. NO 12806 DArE..l.._7..-l.: -Sf; DESIGNED CV DRAWN AC CHECKED EKA DATE '----::::I__, 1-==--·---.-- ·-lo+ 1Sc100=~4"'IA-ST,-·--= ----:'3£+3:0:CB O;-C!alJS,JlbUS!EAlle==-= --o:::-•==·-· 'l' . ---•----' ---~-· -cl - • --- 11 + 00 C-2462 STREEV ~MPROVEMEMTS FOR FINLEY AVE. FROM RIALTO T036THST. CITY OF NEt~JPORT BEACH PUBLIC WORKS DEPARTMENT R-5164-S SHEET 6 OF 23 r, •. - J 'l J.N. 252.0IA -c, -' I 6\ -.. ------------- -- = ·• I ---. '•-' - -' ------·--,----1 ·---------------·------- --1 -- I . ~ -. , ... -.... ·- . ---' - -•·-- -• -1 I -' __ , -· -----,_ ., G)-REMOVE EXISTING PAVEMENT, EXCAVATE AND PAEPAAE SUBGRADE. @--CONSTRUCT 1' ASPHALTIC CONCRETE TYPE Ill-CJ-AR 4000 OVER 3" ASPHALTIC CONCRETE TYPE I11-B2-AR 4000 OVER 4" AGGREGATE BASE 3. CONSTRUCT 6" THICK P.C.C. ALLEY PEA C.N.B. STD. 1 40-L AND AS SHOWN ON PLANS. 4. CONSTRUCT 6" THICK P.C.C. ALLEY APPROACH PER C.N.B. STD. 1 42-L AND AS SHOWN ON PLANS. f REMOVE EXISTING P.C.C./ A.C. IMPROVEMENTS CONSTRUCT P.C.C. CURB AND GUTTER PEA C.N.B. STD. 1 82-L, TYPE "A" S. DETAIi.Liu REMOVE EXISTING P.C.C. / BRICK SIDEWALK. AND ENCROACHMENTS \37 CONSTRUCT 4" THICK P.C.C. SIDEWALK PEA C.N.8. STD. 1 Btl-L Jfl7 DIETERICH-POST 2111B .t:lJ FILM ----- 1 0. 11. @ 1 3. - :------:_ ' ---·-. -. -. . • ' ·-, ___ -•---j ---------- ' •··· . -----------. ----__ --:. -·----1 --. -, • -+ - - • - STA. IOtOO STA. 10 t33 G 0 (>I (.;7 CONSTRUCT 8" THICK P.C.C. CROSS GUTTER AND SPANDREL AS SHOWN ON THE PLANS AND PER C.N.B. STD. 1 85-L CONSTRUCT CURB INLET TYPE OS AS PER C.N.B. STD. 306-L CONSTRUCT I 5" ACP STORM DRAIN AS SHOWN ON THE PLANS. CONSTRUCT CURB ACCESS RAMP PER C.N.B STD.I8I-L-A AS MODIFIED PER PLAN @--RECONSTRUCT EXISTING P.C.C. DRIVEWAY PER STD. I63-L. 15. CONSTRUCT P.C.C. CURB AND GUTTER PER C.N.B. STD. I B3-L, TYPE "C". 16. CONSTRUCT STORM DRAIN MANHOLE NO. 2 PER C.N.B. STD. 307-L 1 7. CONSTRUCT JUNCTION STRUCTURE NO. 2 PER C.N.B. STO. 31 I -L CONSTRUCT LOCAL DEPRESSION PER C.N.B. STD. 304-L ADJUST .EXIST. M.H., C.O., WATER VALVE, METERS, MONUMENTS TO FINISH GRADE. ( TYPICAL) ro ·.cc ::.. 't-<f • f -' --• --f -' : --· • --, ____ ,_ ' ·---·-_,_ ------ 10+00 GENERAL NOTES · PROFILE ·~ HORIZ. • VERT. PLAN I" = td PROTECT POWER POLE & STREET SIGNS IN PLACE. GAS LINE SHOWN SCREENED IS ABANDONED (CAN BE REMOVED AT CONTRACTORS DISCRETI.ON). ;~----t (: -: -~ .. I 10+50 ! 1--} I - PLANS PREPARED BY: CS~@(g W8llM~ [ill[F!l@@~[k'j ~~@l?.ru' 60i I\' Parl.cwitrr Dr,• Suit!' 10'1 Sarita Ana, Colifon1ia 92705 (711,) 836·1/IJSS ! J -· - i . -·-I . - 11 + 00 ,_ 11 + 50 . ' 509 V ·I • f t:'. /. V -~ I f I/ ;J ,, I r, ;l . f ----~ .L/...L..L LL.I .L/.L,i ___ !,_ ----_J co 1- IJJ lJJ ::r: CJ) lJJ lJJ CJ) \ C-2462 APPROVED r2.a.d PUBLIC WORKS DIRECTOR' R.E. NO 12806 DA "---<->/'?""--'2"''2."""''--'iif,"''f/"--"-,--1 ~u~~~v ijMf~ijV~~~~u$ FOR 36TH STREET FROM FINLEY AVE. TO ISOFT. NE OF FINLEY AVE. _C•-"..,.'E_n~"-lr.,,-'= .. ~ .... ,....'7,.-;,,,",,a~aan;.:•u'-,· ....,..,,,..,,..,...,.=-'3:a.--==S--:..-=-8..::..;r:...._ 1-D-ATE_,.____BY--''------D-E_sc_R_IP_T_lo_N _____ J._AP_P_'D_.-1--D-ES_I_GN_ED__,C:..V,.._+-D-R_A_w_N~A=C'--I '" EVIS o s CHECKED DATE ALAN R. SHORT RCE 30873 DATE R I N EKA CIYV OIF ~JIE\'lf PORJ BEACH PUBLIC WORKS DEPARTMENT R-5164-S SHEET 7 OF 23 I lil I J.N. 252.0IA I I I. ( I ...... l I I I i--; ; ---------------'-----•-----+- ----------- ----'-------------•-----------------·--------------_, ___ ... ____ , -. -·-. ---------· ------------___ , _____ -------' ---------. ---------------,---, --• ---< ~,----"--• ~---;-_, ----==--,-----------------·---· --·-------------·--·---·----~--_, _______ -----'-------------M--, ___ :_ -J_ ::-:-==:-=:;::......... - l'-- 1-w w J: (/) w w (/) r=: ! ll '""' 12 +00 'G)---,REMOVE EXISTING PAVEMENT, EXCAVATE AND PREPARE SUBGRADE. ®-CONSTRUCT 1" ASPHALTIC CONCRETE TYPE III-C3-AR 4000 OVER 3' ASPHALTIC CONCRETE TYPE III-B2-AR 4000 OVER 4" AGGREGATE BASE, 3, CONSTRUCT 6" THICK P.C,C, ALLEY PER C,N.B, STD, 1 40-L AND AS SHOWN ON PLANS, 4, CONSTRUCT 6" THICK P.C.C. ALLEY APPROACH PER C.N,B, STD. 1 42-L AND AS SHOWN ON PLANS. ®--REMOVE EXISTING P,C.C. / AC. IMPROVEMENTS @-CONSTRUCT P,C.C, CURB AND GUTTER PER C.N.B. STD. 1 82-L, TYPE 'A' e, DETAILl"Ji:,. 7. REMOVE EXISTING P,C.C, /, BRICK SIDEWALK AND ENCROACHMENTS. 'C!7 @--CONSTRUCT 4" THICK P,C.C, SIDEWALK PER C,N,B. STD, 1 80-L Jm DIETERICH.POST :21llD .0:)3 FlLU ---, _________ _ ---. -------- 12 + 50 @-CONSTRUCT 8" THICK P.C.C. CROSS GUTTER AND SPANDREL AS 'SHOWN ON THE 1 0. 11. @ 1 3. PLANS AND PER C,N.B. STD. 1 85-L CONSTRUCT CURB INLET TYPE OS AS PER C.N.B. STD. 306-L CONSTRUCT 1 5" RCP STORM DRAIN AS SHOWN ON THE PLANS. CONSTRUCT CURB ACCESS RAMP PER C.N.B .. STD.-181-L-A AS MODIFIED PER PLAN. - 0---RECONSTRUCT EXISTING P,C.C. DRIVEWAY PER C.N.8. STD. 163-L. 1 5. CONSTRUCT P.C.C. CURB AND GUTTER PER C,N,B, STD. 1 83-L, TYPE 'C', 1 6. CONSTRUCT STORM DRAIN MANHOLE NO. 2 PER C.N,B. STD, 307-L 17, CONSTRUCT JUNCTION STRUCTURE NO. 2 PEA C.N.B. STD, 311 --L 1 8. CONSTRUCT LOCAL DEPRESSION PER C.N.B. STD. 304-L ® ADJUST EXIST. M.H., C.O., WATER VALVE t METER a MONUMENTS TO FINISH GRADE. (TYPICAL) -❖----~---·-- '2'5~---------- I I ----,,. __ , - --------,-------~ --~-----------· ---~-------·------·--_____ , -------, ____ , _______ ,, __ PROFILE 13+00 HORIZ. VERT. PL Ar~ 1" • 1d !''= 10' 11'= 2· -MATCH LINE- GENERAL NOTES PROTECT POWER POLE & STREET SIGNS IN PLACE. GAS LINE SHOWN SCREENED IS ABANDONED (CAN BE REMOVED AT cor"TRACTORS DISCRETION). ---··---___ ,----_ .-1 "' -----' . ---. ---------___ , _____ . 13+50 PLANS PREPARED BY: 601 -''•· ParkN'nft'r Ur.• Suire 104 Santa Ana, Califnmia 92705 (714) 886-~55 ALAN R. SHORT RCE 30873 DATE 14+00 DATE BY DESCRIPTION REVISIONS i --~o~?uaq0'.r : -:~-·-:==i _;_Q_.,_ --✓·= =---==~:=-.=i '° . ~ . , -~ o--== _==-. --=i • =:<!) • = .. m~ . -•1. ,.,.,~~ __ :!>:; §J ='-'--"-~--=--r-·~ = :cJ:--IO_._-====-------------.-==---~---P= ==;; ________ , --------·------------------------•---•---.----- -·----- I 14 +50 ! --7 C-2462 I APPROVED ~LI~~ ~'ii' !~v1r~(Q)\1,' f WJ~~u$ riJ.(d. Jt!, FOR PUBLIC WORKS DIRECTOR 3 6 TH STREET RE. NO. 12806 DATE .. ..J:...<o.::-"2-:-"=:Z..e,,-::::.1::""'------IFROM 180' NE OF FINLEY AVE. TO 150'NE OF SHORTS APP'D. DESIGNED CV DRAWN AC cinr Of rJ~\:'JPORT 3EACl-l R-5164--S CHECKED EKA DATE PUBLIC WORKS DEPARTMENT SHEET 8 OF 23 J.N. 252,0IA ,- -_-_-::_=_ -::: = __ =. __ ,_ ,::;= __ ._ •• _. -•-=··-"- -,--------,-_,_ ---------- -· _____ , -·-·--- ---_, - ---+----·-----.------·-===··_ i-_--~--:..~:...:..........: ----~------- 00 1-w w I (J) w w (J) 608 15+00 . ' G)--REMOVE EXISTING PAVEMENT, EXCAVATE AND PREPARE SUBGRADE. @--CONSTRUCT I' ASPHALTIC CONCRETE TYPE III-C3-AR 4000 OVER 3" ASPHALTIC CONCRETE TYPE 111-B2-AR 4000 OVER 4" AGGREGATE BASE 3. CONSTRUCT 6" THICK P.C.C. ALLEY PER C.N.B. STD. 1 40-L AND AS SHOWN ON PLANS. 4. CONSTRUCT 6" THICK P.C.C. ALLEY APPROACH PER C.N.B. STD. 1 42-L AND AS SHOWN ON PLANS. @--REMOVE EXISTING P.C.C. /AC. IMPROVEMENTS @-CONSTRUCT P.C.C. CURB AND GUTTER PER C.N.B. STD. 182-L, TYPE "A" a DETAIL(D\ 7, REMOVE EXISTING P.C.C. / BRICK SIDEWALK AND ENCROACMENTS <:J::7 8, CONSTRUCT 4" THICK P.C.C. SIDEWALK PER C.N.B. STD. 1 80-L 3fl7 CIET£RICH-POST 21110 ,003 RU.I 9. 1 0. 11. @ 1 3. i_ -----•-----· -,---· ----; .. --- __ , _____ , ----· -----·-·--, ---------· ----------------·-----------------· -- _::..:..::_ :;·_· -, _______ ,_ -----) '···--"-·- 15+50 CONSTRUCT 8" THICK P.C.C. CROSS GUTTER AND SPANDREL AS SHOWN ON THE PLANS AND PER C.N.B. STD. 1 85-L CONSTRUCT CURB INLET TYPE 05 AS PER C.N.B. STD. 306-L CONSTRUCT 1 5" RCP STORM DRAIN AS SHOWN ON THE PLANS .• CONSTRUCT CURB ACCESS RAMP PER C.N.8. STD. I8I-L-A AS MODIFIED PER PLAN, (f3}--RECONSTRUCT EXISTING P.C.C, DRIVEWAY PER C.N.8. STD. I63-L. 1 5. CONSTRUCT P.C.C. CURB AND GUTTER PER C.N.B. STD. 1 83-L, TVPE "C". 16. CONSTRUCT STORM DRAIN MANHOLE NO. 2 PEA C.N.B. STD. 307-L 17. CONSTRUCT JUNCTION STRUCTURE NO, 2 PER C.N.B. STD. 311-L 1 8. CONSTRUCT LOCAL DEPRESSION PER C.N.B. STD. 304-L @ ADJUST EXIST. M.H., C.O., WATER VALVE, METER a MONUMENTS TO FINISH GRADE. (TYPICAL) -----•- -----_,, __ ,_ --,--·--•= ----,·- • o ----== --:::=o.-,ro -:~--- ,, __ ,---I.fl--·-·=-(',! --•·-------1 -•---· ---·---•--------' _I ---~-, ·---1--, ' ' ---• 1--.•• , :·--·':_---, ___ ._--_--;==•-----· -,-------➔- 16+00 GENERAL NOTES --·---- HORIZ. VERT. PL AfJ I" = 1d PROTECT POWER POLE & STREET SIGN-S IN PLACE. GAS LINE SHOWN SCREENED IS ABANDONED (CAN BE REMOVED AT CONTRACTORS DISCRETION). 16+50 PLANS PREPARED BY: ALAN R. SHORT 601 _11;, Park,:-r•ntl'r lJr: • Swre Jn4 Santa Ana, California 92705 (711JJ886-4¢55 RCE 30873 0ATE ·------. --'-··· - DATE ______ , •-----•-------·--·-- ·- 17+00 \ \ \ \ BY DESCRIPTION REVISIONS -------··-~· ....... ··------·-·-----------· ---·-·--------- ·--= ~-==·== ------------- ---------·------ --- 3 •-----: ----------...... ,_,_ ·- STA. 17 + 01. 07 3GTH ST. STA. 18 + 92.94 CLUBHOUSE AVe. APPROVED a.a.u PUBLIC WORKS DIRECTOR' R.E. ND )2806 OAT~-·~2-~-~2:~:2.~--e~e _ ___, APP'O. DESIGNED CV DRAWN AC CHECKED DATE EKA C-2462 ~u~~~u ~Mr~@~~M~Wu~ FOR 36TH STREET FROM 150 FT. NE OF SHORT ST. TO CLUBHOUSE AVE. R-5164-S PUBLIC WORKS DEPARTMENT SHEET 9 OF 23 J.N. 252.0IA -0 \,I) I I ----....J ' ..._ L•-- ---__ , _________ , ___ , ___ _ ' --~---, ---•- 10+00 [ r 10+00.00 .ALLEY 3'35' = 11 +48-14 F'INJ.-Ei'( AYE.[ ----_,_.....__ • r II L 'G)-REMOVE EXISTING PAVEMENT, EXCAVATE AND PREPARE SUBGRADE. 2. CONSTRUCT 1" ASPHALTIC CONCRETE TYPE III-C3-AR 4000 OVER 3" ASPHALTIC CONCRETE TYPE III-B2-AR 4000 OVER 4" AGGREGATE BASE. @-CONSTRUCT 6" THICK P.C.C. ALLEY PEA C.N.B. STD. 1 40-L AND AS SHOWN ON PLANS. 4. CONSTRUCT 6" THICK P.C.C. ALLEY APPROACH PER C.N.B. STD. 1 42-L AND AS SHOWN ON PLANS. 5. REMOVE EXISTING P.C.C. /A.C. IMPROVEMENTS 6. CONSTRUCT P.C.C. CURB AND GUTTER PEA C.N.B. STD. 1 B2-L, TYPE "A'. 7. REMOVE EXISTING P.C.C. / BRICK SIDEWALK AND ENCROACHMENTS B. CONSTRUCT 4" THICK P.C.C, SIDEWALK PER C.N.B. STD. 1 80-L Jm DIETERICH-POST 21110 .col FILM 9. 1 0. 11. @ 1 3, 14. 1 5. 1 6. 1 7. ~-rmsa • · Etro 1:.-CC ·=ts:=t:c(: : -••• : • = --: . . . ;::;;, ,--------· -------------, ,---- ------,---·---------~- >------! ----~--' . . ---· --· ~ --· -~= · ·1-~r ~ i • --·---•-------_ ... •~ -~ ::---~-=':E*T~•L0gieek10 AT.r0'~~:0E1F-'-=~1isfil&0~c I i -.c.,.r=-:,.=., .. =-~----1_---•• -··-..:=~~..:==-=-----~~ ... -.. ~~~-•·--•-._·-=• .. CC 1~-=--===· -_,_.;,cc:.---- _, -,--...: 1 ------', ----' 10+50 CONSTRUCT 8" THICK P.C.C. CROSS GUTTER AND SPANDREL AS SHOWN ON THE PLANS AND PER C.N.B. STD. 1 85-L CONSTRUCT CURB INLET TYPE OS AS PER C.N.B. STD. 306-L CONSTRUCT 1 5' ACP STORM DRAIN AS SHOWN ON THE PLANS. CONSTRUCT CURB ACCESS RAMP PER G.N.B. ST□.-1B1-L-A AS MODIFIED PER PLAN. RECONSTRUCT EXISTING P.C.C. DRIVEWAY. CONSTRUCT P.C.C. CURB AND GUTTER PER C.N.B. STD. 1 83-L, TYPE "C". CONSTRUCT STORM DRAIN MANHOLE NO. 2 PER C.N.B. STD. 307-L CONSTRUCT JUNCTION STRUCTURE NO. 2 PER C.N.B. STD. 311 -L CONSTRUCT LOCAL DEPRESSION PER C.N.B. STD. 304-L ADJUST EXIST. M.H .• C.0.1 WATER VALVE, METER a MONUMENTS :ro FINISH GRADE. (TYPICAL) I -- 11+00 GENERAL NOTES: -·•---•---- !-- HORIZ. 1",10' VERT. 111= 21 PLAN 1" • 1d PROTECT POWER POLE & STREET SIGNS IN PLACE. GAS LINE SHOWN SCREENED IS ABANDONED (CAN BE REMOVED AT CONTRACTORS DISCRETION). ---L --<' •-· L ••••• ,< ---~-' 1 I+ 50 Cl PLANS PREPARED BY: 6QJ r,.: l'ark('ellfrr Dr.• .'iuitf." lrJJ, &rita Ami. Califurnia 92;05 (711') 836-4¢55 12 +00 DATE BY DESCRIPTION REVISIONS I I ! ------,· -o· .. -· ----~ :J:=-'-::_<Ci z -· _,. ·-1 ·-· --.o_ (l) q' ..... --·•-.. --~· =----··--;;;;J ' • : •••'-"" •"l-' -..... L--------,. _ __,_, ---- 12 +50 -,~---.-~------~ --- C-2462 APPROVED ~u~E~u !Mf~©~EM~~u~ FOR PUBLIC WORKS DIRECTOR 12806 ALLEY 335-8 DAT FROM FINLEY AVE. TO 260FT. NE OF FINLEY AVE. APP'D. DESIGNED DRAWN CV AC CITY Of NE1!'JPORT BEACH R -516 4 -S -, CHECKED DATE EKA PUBLIC WORKS DEPARTMENT SHEET 1 0 OF 23 J.N. 252.0IA ( I (n ' -- I I : -~ / _, ____ _,, _____ ---· -•-0 ~·-· . =~~$:c:==Z ,.~ -·----o bb=2.=:= -~=:--:~ ~~--_, ____ --~~;~-·--- I=' :~~: --:~=g ······· - -·----·-.,-... <(. ' ' -------------·--,- ---------"----·-· -----• ----·-----•-· --·-- -----,-----, ----------------- :--• ••• • • _· = =--=: ---=-:~_:---=:~::.:c:.:_:-_: -=-· l_:j , f 1 _I -~-=--~-=•-·_:_::_.___ !-, I -------; -----· -------·- ___ , ----,---·- 12 +50 @--REMOVE EXISTING PAVEMENT, EXCAVATE AND PREPARE SUBGAADE. 2. CONSTRUCT 1" ASPHALTIC CONCRETE TYPE 111-C3-AA 4000 OVER 3" ASPHALTIC CONCRETE TYPE 111-82-AA 4000 OVER 4" AGGREGATE BASE. @--CONSTRUCT 6" THICK P.C.C. ALLEY PEA C.N.B. STD. 1 40-L AND AS SHOWN ON PLANS. 4. CONSTRUCT 6" THICK P.C.C. ALLEY APPROACH PER C.N.B. STD. 1 42-L AND AS 5. 6. 7. SHOWN ON PLANS. REMOVE EXISTING P.C.C. / A.C. 1"MPROVEMENTS CONSTRUCT P.C.C. CURB AND GUTTER PEA C.N.B. STD. 1 82-L, TYPE "A". REMOVE EXISTING P.C.C. / BRICK SIDEWALK AND ENCROACHMENTS 8, CONSTRUCT 4' THICK P.C.C. SIDEWALK PEA C.N.B. STD. 1 80-L 3m DIETERICH-POST 2111D .C03 FILM -- -----------.s---- ·-- 13 + 00 9. 1 0. 11. @ 1 3. 1 4. 1 5. 1 6. 17. 1 8. @ -•---•------• --------1--• -----•-----• ' :-:-:-:.--:-:-1-=-~::-::-~~=i===~--:--:=.~-::---.. -~::=•··------.~--'-••------·. --~ ,----f ---___ , __ --, 13 +50 CONSTRUCT 8" THICK P.C.C. CROSS GUTTER AND SPANDAEL AS SHOWN ON THE PLANS AND PEA C.N.B. STD. 1 8 5-L CONSTRUCT CURB INLET TYPE OS AS PER C.N.B. STD. 306-L CONSTRUCT 1 5' ACP STORM DRAIN AS SHOWN ON THE PLANS. CONSTRUCT CURB ACCESS RAMP PER C.N.8. STD.-181-L-A AS MODIFIED PER PLAN. RECONSTRUCT EXISTING P.C.C. DRIVEWAY. CONSTRUCT P.C.C. CURB AND GUTTER PEA C.N.B. STD. 1 83-L, TYPE 'C". CONSTRUCT STORM DRAIN MANHOLE NO. 2 PEA C.N.B. STD. 307-L CONSTRUCT JUNCTION STRUCTURE NO. 2 PEA C.N.B. STD. 311-L CONSTRUCT LOCAL DEPRESSION PEA C.N.B. STD. 304-L ADJUST EXIST. M.H., C.O., WATER VALVE, METER 8 MONUMENTS TO FINISH GRADE. (TYPICAL) J __ i __ _ - --------·- 14+00 -~ i" -. Q;_ _.=t/1. _,. __ , ____ , -... -------(! ~-- ----'·-•----,f - PROFILE HORIZ. . -_ __.___,, ·--· --~--::J VERT. 111::2' , ---_, ___ , ____ , PL&II\J I" = 1d --___ , ·-' , _____ _ ---·-'-~-· :----i--------1 14 + 50 PLANS PREPARED BY: GENERAL NOTES: PROTECT POWER POLE & STREET SIGNS IN PLACE. GAS LINE SHOWN SCREENED IS ABANDONED (CAN BE REMOVED AT CONTRACTORS DISCRETION). 601 l\'. Parl.T,•nrr,-l)r. • Su1fi' JOIJ .'.an/a Ana, Cal(fnmill 92705 (714) 885-V;SS ALAN R. SHORT RCE 30873 DATE DATE BY ·---+----- DESCRIPTION REVISIONS 15 +00 -=3 --__ . - --, -===_--:-·-----d ----:r=---L --=-:.__:_-=~;}:-==·==;-79 ------·= -·-=::::;, __ , __________ , __ _ · ·.cct _j_:::•_l_: ccl=---·- APPROVED a. Q~ 615 C-2462 ~1~~~1 ijMf~~VEM~~y~ FOR ALLEY 335-Ba ALLEY335-A OAT FROM 260' NE OF FINLEY AVE. TO CWBHOUSE AVE. APP'D. DESIGNED CV DRAWN AC CITY O!= NEWPORT BEACI-I R-5I64-S CHECKED DATE EKA PUBLIC WORKS DEPARTMENT SHEET 11 OF 23 r J.N. 252.0IA' ' ...... ..... ' I U) _, -- t:== '= [ 1----_-=7 ----· ' -_____ , .___,____ ---' .. ----I : -c -·-·- ' ' ---::_ -=------~-~-.,---· -------;:;===--e:: _-, ! .. ---_ .. ·-··-•_---3::=c:==-,_ . ·--1-··---·-··--·;-c· __ *f-1··= • w ----•-=.. ----•-'-··= -•-• 0 =---=2F =--,-• ,-----•-----· ·-· ===·===.:---~ ·.----=--• ---== ---·=---=~=--=:::..=-~===--. ---= ~- •-----·--•··'"'.':'.'.) ----------·---•-------'=-=--;--.=. ---=' _-_· -----'---' -- ------·-· -----• ----. -----,---··• -,--=,s==------=:=·:;;==::=';_: 0 -,41 ____ _ ·---·--== _=:~=~ ---~:=::: • -. ---· _. ___ d_;_ -·-__ ,_ 1-=-· --=i.""~ : ~-=-Ld_cc:,~i::: =-, --~ . --· =:'·~·~: =cc , ·--=,--~ -=---·_.-±'le$"'=-~~::=,=~~-:~;-: ;=:===-. ____ :3~ -=--,--•-· -··---·------,-•-·-'=.<:<_!;;=,. -2:-,. ·-_:i~------·-·-·-·•·--· 1:=;_ -------•--, _____ , _____ ····••-'•--------. . -"[S =~'t'-c.: C ; -• , _ _,_, --; _______ ----/ --~ STA. 10+00.00 35.TH ST. STA. l'2+68.29 FINLEY AVE. SEE SHEET 19 ---------------\- 10 +00 ::::) z IJJ ~ >- IJJ ...J1 z -LL 'G)-REMOVE EXISTING PAVEMENT, EXCAVATE AND PREPARE SUBGRADE. @--CONSTRUCT 1" ASPHALTIC CONCRETE T'IPE 111-C3-AR 4000 OVER 3" ASPHALTIC CONCRETE T'/PE III-B2-AR 4000 OVER 4' AGGREGATE BASE. 3. CONSTRUCT 6" THICK P.C,C. ALLEY PER C.N.B. STD. 1 40-L AND AS SHOWN ON PLANS. 4, CONSTRUCT 6" THICK P.C.C. ALLEY APPROACH PER C.N.B. STD. 1 42-L AND AS SHOWN ON PLANS. ®-REMOVE EXISTING P.C.C./A,C IMPROVEMENTS ,----·-• @-CONSTRUCT P.C.C. CURB AND GUTTER PER. C.N.B. STD. 1 82-L, T'/PE "A" a DETAIL(o"\ 7. REMOVE EXISTING P.C.C. / BRICK SIDEWALK AND ENCROACHMENTS l:J7 @--CONSTRUCT 4" THICK P.C,C, SIDEWALi( PER C.N.B. STD. 1 80-L Jm DIETERICH-POST :21110 .C03 FJLl.1 9. 1 0. 11. 1 2. 1 3. 1 4. 1 5. 1 6. 17. 10+50 V r 'CONSTRUCT 8" THICK P.C.C. CROSS GUTTER AND SPANDREL AS SHOWN ON THE ' PLANS AND PER C,N.B. STD. 1 85-L CONSTRUCT CURB INLET T'/PE OS AS PEA C.N.B. STD. 306-L CONSTRUCT 1 5" ACP STORM DRAIN AS SHOWN ON THE PLANS. RECONSTRUCT EXISTING P.C.C. DRIVEWAY PER STD. 163-L. CONSTRUCT P.C.C. CURB AND GUTTER PEA C.N.B. STD, 1 83-L, T'IPE 'C". CONSTRUCT STORM DRAIN MANHOLE NO. 2 PER C.N.B. STD. 307-L CONSTRUCT JUNCTION STRUCTURE NO, 2 PER C.N.B. STD. 311-L CONSTRUCT LOCAL DEPRESSION PER C.N.B, STD. 30 4-L ADJUST EXIST, M.H.;c.o,, WATER VALVE. METER a MONUMENT TO FINISH GRADE. (TYPICAL) -·--------~--- --->-------- 11 + 00 /~ • ~==-l A "I ;1 PROF I LE HORIZ. 1",10' VERT. J", 2' r ,., r-;-/ 77 TT r-;--/ TT/771 I; -; 506 PLAM 1" = rd L GENERAL NOTES= PROTECT POWER POLE & STREET SIGNS IN PLACE. GAS LINE SHOWN SCREENED IS ABANDONED (CAN BE REMOVED AT CONTRACTORS DISCRETION). >--- _____ , __ , ------~--- 11 + 50 r-_nc vv.._,,! 508 0 PLANS PREPARED sr: ALAN R. SHORT 601 .'\', Parl.T<'nfl'r Dr.• .'iu1le 104 Santa Ana, Calffamia 92105 (7H) 8,M--"SS RCE 30873 DATE l 6.w. DATE BY --,-----·---------,-·--1 ·-:.:.:·: __ ..... t_. ----------j---•----•--___ , ____ , 12 +00 0 q 0 0 t;:j w :c (J) w w en ➔-----<-, J?sl/. ~ ,:..,y t=,u,e.,g 1' 6qrr,1,,q, .5T,4,• /0,,,.?:S 'ro S?:4~ .N.,. 7'9 DESCRIPTION REVISIONS APP'D. ------------·-·-·---·--------------·--=-· ·=== , _________ _, ___ ~-- -- ----•----➔ . -•----· APPROVED PUBLIC WORKS DIRECTOR' R.E, NO 12806 DAT -'2.."2..-8 DESIGNED DRAWN CV AC CHECKED DATE EKA = - -<----, C-2462 ~y~~~V ~M~~@Vf~~~o~ FOR 35TH STREET FROM Fl NLEY AVE. TO 200 FT. NE OF FINLEY AVE. crnr 0~ NIE1,'JPORY BEACH R -51 64 -S PUBLIC WORKS DEPARTMENT SHEET 12 DF 23 ' J.N. 252.0IA' L ....... I\\ -0 I ' 1--=1 I ! 7-1--1--·-=7 ----------------- 0 -·--= ====--. •=.==.-.-= ===-_-• --"=='== E -_,_. ___ =::.:....· ------•--,------•----"' --•-'· -4---•-<·•----s ----- -----==31 ==--------:= --~---,~~~~; ~.~·-·-:-!~;=,_,~€;~' ' · -·-~ •· .. : =------~ti~-•-•---~~ii ~~op=-,--~.-- =_i __ .I ---=---.....=-.....:.. -:- _:_::::_i. --·----• j ___ ·--)--· :-----: -------------·= -..,, __ ._ -•§----= -_ ·---1--gR;eg;=Kic1ci=<v i""EroC?::::~~§ ~= _ _ _ . -==··=·== c _ _ _ _. =-~-= .... .=1~;.::1,:_:~e .... a a_E:._~.-_. __ Q ''' --- -----·---··-•c.-t_ =•=--·---i -=··----- ==•-=--==,--:C=------___ , __ , __ ,. __ ,(I.I __ , __ ;_----•-=-.----~---------•--_,_,_ ---·------· ---·-_____ ,_, --,-__ --·---1-N ISl"IED-s --.=" ~= .:::==.·= . .....:: =--. --------. ---,----· • • ' -------___ ,_,___ __ _ --·---__ , __ , __ ---' -----, ---- _______ , --·-------,---, ---·---- -· -___ , _____ ,_ "--·---- S°".f-s-o.·oo==s':tHsj.: ___ , -----------=•1g+ws_.o<J=SH""'Tcs-r2-----,- .-------------1----· ' ' -·===-=--+ ---j -,--'--- =-'·--' ------- ----•---__ . -- ----,_ '==::::=::::::::::c:::::l -··---------·----------,~~~-~-----------------·--·---- -----,-·-=='-'-=-=------------------ _ __ , -------'-·····-· ·--_, ----------- --i----, ---·-··--·--__ , _______ , --------_-_,_;_--::-::-_:==:==.=-:-."·-! _;=:---·- ___ ,_ ------,_-__ ,_-------. --:--,-----' ,------;_ •-------------•--_" -__ ,_-_-•·--•---• --j --. -• -------------. ' . ' ------·-=--__ ; ________ -= -•-------·---•·-. -------·--· -------~ ---- ~~--~= ~l': -"---(.--_- -..:__ :;=------; -~-=":-. .::-:::::-__:::--=::-7--:··-= . --=~-~ -i~--;; ;-:="""----•------• -___ -·-______ ,,_, __ , ___ •-~ J _ __c_; ___ ,,--,-3-_ --, ________ , ·-"-· --~--. -------_, ""~- :::::::--1--- -➔--------•--""" ______ ·- ---~--- -::::": ,-___ , ' ,--- ---·-------•---•·-' " ~ ------+------------------·-•-----PROFILE •-- --• --~------,--. -. ------_, _____ _J __ _ ~--------- -__, --------+ ---• -------•--- -,---,-- ! -; . --.. ---------" ------------------ ·---------j ,----- -,-------i-----• , __ ,-~-------: - ----•-------·--~ -_, __ ------+-, ------------- . --- -. -----, ----------- --, - ------------•---, ·-·-----,- _ ____, ___ __. __ ' -· ---------• ; !----'. 1-' ' ----,--~-_,_ -------,---,-,--i----, _, ---,-"--. ---------. ____ , ___ _ ----[___ - -•---•--__ , _______ , __ .. "----------HORIZ. VERT. _,_ --. -----1--,---------•-----·--. --·----------. --·--===--==--•-------+----•---,-----•---.----; ~===: -;---"---_---·· --,➔ • -·· -~-'-'----''-'---''-' N 1- LJJ LJJ J: en LJJ LJJ en 12 +00 I I, -1 j t '"''-'-"-~ ~·--L ~..J 0 P.L/V,,'TEP... 0 ~--------. 0 0 + C\I 5G --+-~,;,,---2.u PE. I!<-~<, / ~/ "";7'"7" ~ rTT7 ,,-,-~,1~ ;I ~ 012 'G)-REMOVE EXISTING PAVEMENT. EXCAVATE AND PREPARE SUBGAADE. @-CONSTRUCT 1" ASPHALTIC CONCRETE lYPE lll-C3-AR 4000 OVER 3" ASPHALTIC CONCRETE lYPE lll-B2-AR 4000 OVER 4" AGGREGATE BASE, 3. CONSTRUCT 6" THICK p_c.c, ALLEY PEA c_N,B. STD. 140-L AND AS SHOWN ON PLANS, 4. CONSTRUCT 6" THICK P.c.c_ ALLEY APPROACH PEA C,N,8, STD. 1 42-L AND AS SHOWN ON PLANS. @--REMOVE EXISTING P.C.C. / A.C, IMPROVEMENTS @--CONSTRUCT P.C.C. CURB AND GUTTER PER C,N.B_ STD. 1 82-L, lYPE "A" & DETAILULl 7. REMOVE EXISTING P.C_C_ / BRICK SIDEWALJ< AND ENCROACHMENTS Q7 @-CONSTRUCT 4" THICK p_c,c. SIDEWALJ< PER C.N.B. STD. 1 80-L 12 + 50 ' -,-,.....,_ . ' v: f , ~-----4 _:__,,,;_ ~ ,_, -.:__.: ~, LI r 9. 1 0. A \!.:) 1 3, 1 4, 1 5. 1 6, 1 7. 1 8. @ CONSTRUCT 8" THICK P.C.C. CROSS GUTTER AND SPANDREL AS SHOWN ON THE PLANS AND PER C,N.B. STD. 1 8 5-L CONSTRUCT CURB INLET lYPE OS AS PER O.N,B, STD. 306-L CONSTRUCT 1 5" RCP STORM DRAIN AS SHOWN ON THE PLANS. CONSTRUCT CURB ACCESS RAMP PER CN.8. STD.-1B1-L-A AS MODIFIED PER PLAN. RECONSTRUCT EXISTING P.C.C. DRIVEWAY PER STD. 163-L. CONSTRUCT P.C.C. CURB AND GUTTER PER C_N_B, STD_ 1 8 3-L, lYPE "C", CONSTRUCT STORM DRAIN MANHOLE NO. 2 PER C,N.B. STD, 307-L CONSTRUCT JUNCTION STRUCTURE NO. 2 PER C.N.B. STD. 311-L CONSTRUCT LOCAL DEPRESSION PER C.N.B. STD. 304-L ADJUST EXIST. M.H.1 C.0.1 WATER VALVE I METER 8 MONUMENT TO FINISH GRADE_ (TYPICAL) 13 +00 GENERAL NOTES: PLAN 1" = Id PROTECT POWER POLE & STREET SIGNS IN PLACE. GAS LINE SHOWN SCREENED IS ABANDONED (CAN BE REMOVED AT CONTRACTORS DISCRETION). ---------------· -- -"' " -("-=-:..::.-= :=-=::: - - 13 +50 6() STA. 13+30.00. 55TH ST STA_ /2tG3.09 .SHORT ST. PLANS PREPARED av: [?~~ Mfl.£~ !lJl~M!JUEOO ll!J_~ 601 N l'v.rl.-c!'nrf'r l)r.• .'t'ui!f.' JOJI Santa Ana, California 92705 (711) 886-4455 ----------·--·----•---·• ---·---·----· APPROVED PUBLIE: WORKS DIRECTOR R.E. NO, 12806 -2-2--es CivUEngrm::•~dSu s-""i/7 DATE BY DESCRIPTION APP'D. DESIGNED DRAWN .5-~~) CV AC ------------------__ ,_ -----=-=.::_. ___ >;::.:::::':::::::E::;;:: C-2462 STREEi ~MPRCVEMENTS FOR 35TH STREET FROM 200FT NE OF FINLEY AVE. TO CLUBHOUSE AVE. CITY OF ~J~\i"JPORT BEACH R -51 6 4 -S ALAN R. SHORT ACE 30873 DATE REVISIONS CHECKED DATE PUBLIC WORKS DEPARTMENT SHEET 13 OF 23 ib-----;,m';;;==;o;;:,ET;;;E;;:a,;;cH;;'._;;eo;;;,;;r~21'.::11:;;o-:;;_003;-;;Fr";:u;,;',,.,..--------------------------------------------------------------------------------------------b..::::.::;::..:.:,;:.;;:,:.:;;:~:...-..:,::::;:;_;:,::,:;;.:,;:__,:;::~;..,=-.!.=-=----===.:.::::_:,::,:.:;,::._ _________ .Jb==.JE~KS£A~------L=~,::::.:_.:,:,,::,::::~=.:.:::..:.:::::.::, __ .J.::::...!~-:_~~j, J,N, 252.0IA ! I '~ I \Ji .......... I I U) -------= --·-~----<-• ----,---,~--" i· -,--" -I ---,------•---, . ----•--'-'----___ , __ . ----------•------,--------' ·--,t _, -·-~ __ , ___ . : :=,, -===-==---~ ---. --......... -.;.;..;__;_;;.--'.:....:..;.;;.;•-= ---------.._:_ i i-• I : : ~------------------------- ----1---= -------~-b=_--;;;;; • c---•-i= -~ P- --- __ , ___ _ ·--,-~ ll.::=,-.-.:-i----- ------=c-=; -'CC:~ lL ---:--- --~!!! ~ ,,:::--:_ :.:::_:: __ ·-_=J; - : -----_ I ·-; _J __ -_-_~ :!;_~:_~_-_ -_-_=_-_-_-_ -_-,i=:---=5~ i ! - -------· ---•--..... --· ..... _, ---,_ ----· ---_ _._ ----' r--·--·-'-----·.:·-.:. --- ---- - ____ , --·--· --. ----•-. --,. . . -. . - - - --~ -- -, ___ ------. -------, -•---------- ___ ,_ =-~_: ~:-i=~.~.;=~:-- ---~----, ·----:.:-~.: : =~· ____ ;'---; __: fi----=---i.==: -=--= -,---------. ----- ---•------·---. --;---•--; _ __;_=---='. ' -----,--,----• ---•---------, ----, __ _ 1-__ :--_,ztc~-=--~---□ -! -~----=- ------ , _____ --. ------·- -~-~'--~ 0NI--: _:S-_H --~------' - ----'-'-------: = _= =--.:' •---= -= --= --: -'_ _.____ - - --::--_, -:1~-=-' ~fi m)~JJR,EA'€- -------___ __, I -,. • ----- _:_:~_:_-r __ ,_ .-------------_______ _, ____ , ___ --- --":--•---• -i==-=1 ·.:::::-: , ______ - ,-----------------. -------____ , __ ------.- 10 00.00 ALLEY 33G:. = FINLEY AVS. 10+00 LLJ ::::, z LLJ >I <{ >-LLJ ...J z -LL. 'G)--REMOVE EXISTING PAVEMENT, EXCAVATE AND PREPARE SUBGRADE, 2-CONSTRUCT 1• ASPHALTIC CONCRE1'E TYPE III-C3-AR 4000 OVER 3' ASPHALTIC CONCRETE TYPE 111-82-AR 4000 OVER 4" AGGREGATE BASE. @-CONSTRUCT 5• THICK P,C.C. ALLEY PER C,N.B. STD. 1 40-L AND AS SHOWN ON PLANS. 4. CONSTRUCT 6' THICK P.C.C. ALLEY APPROACH PER C.N.B. STD. 1 42-L AND AS SHOWN ON PLANS. 5-REMOVE EXISTING P.C.C, /A.C. IMPROVEMENT 6. CONSTRUCT P.C.C. CURB AND GUTTER PER C,N,8. STD. 1 82-l, TYPE "A", 7, REMOVE EXISTING P.C.C. / BRICK SIDEWALK AND ENCROACHMENTS 8. CONSTRUCT 4' THICK P.C.C. SIDEWALK PER C.N,B. STD. 1 80-L Jm DIETERICH-POST 2111B ,e;;J FlU.1 9. 1 0. 11- 1 2- 1 3, 1 4. 1 5- 1 6. 17. 18. @ . --------------•---• _··:...:L·----•------~------ - ---+----- 10+50 -· ---'--·--·- ----------· ' --,-----. -----' . --. -- ---__ ..,. _______ , ___ ·--· - --' ··s--•-· •·-•-• ---l---,--------. --•----- -== --...:; ---- -' --------·---, ___ , __ - CONSTRUCT 8" THICK P.C.C. CROSS GUTTER AND SPANDREL AS SHOWN ON THE PLANS AND PER C.N.B. STD. 1 85-L CONSTRUCT CURB INLET TYPE OS AS PER C.N.B, STD. 306-L CONSTRUCT 1 5" RCP STORM DRAIN AS SHOWN ON THE PLANS, RECONSTRUCT EXISTING P.C.C. DRIVEWAY. CONSTRUCT P.C,C. CURS AND GUTTER PER C.N.B, STD. 1 83-L, T'IPE "C", CONSTRUCT STORM DRAIN MANHOLE NO. 2 PER C,N.B. STD. 307-L CONSTRUCT JUNCTION STRUCTURE NO. 2 PER C.N.a STD. 311-L CONSTRUCT LOCAL DEPRESSION PER C.N.B. STD, 304-L ADJUST EXIST. t,t;H,, C,O,, WATER VALVE, "1ETER 8i MONUMENT TO FINISH GRADE. (TYPICAL) 11 + 00 GENERAL NOTES= ,------- ,------,------------- PROFILE HORIZ. 111=101 VERT. 111= 21 PLAN 1" , ,ct PROTECT POWER POLE & STREET SIGNS IN PLACE. GAS LINE SHOWN SCREENED IS ABANDONED (CAN BE REtvlOVED AT CONTRACTORS DISCRETION). -------~--·-=---· . - -------. -------------' ------,--!----_-__ _ 11 + 50 PLANS PREPARED BY: ff~@~ Wll!l..~ 11-ll!MOOR!t~ ~~~ 601 _I\'. Par1.-e-r•ntPr /),:•SUI/(' JOIJ Su11la Ana, C'a1ifarnia 92705 (71/J) 836-.t,455 ::::=--J __ .. I I 12 +00 / APPROVED DAT PUBLIC WORKS DIRECTOR R-E. NO (2806 '2-'2..'2-- CMIEnoiE-Zd •~nu• ,,--DATE BY DESCRIPTION APP'D. DESIGNED CV DRAWN AC -----"==~..,,..=~---~3"'--,a!.:r-_-,::8'.;:,)_ l---'---'--------------1---ll---___:::'...!-+----'=-I -REVISIONS CHECKED DATE ALAN R. SHORT RCE 30873 DATE EKA C-2462 ~u~~~r !Mf~©VE~~~u~ FOR ALLEY 3_36 FROM FINLEY AVE. TO CLUBHOUSE AVE. CITY Of NEWPORT BEACH R -516 4 -S PUBLIC WORKS DEPARTMENT SHEET 14 OF 23 J.N. 252,0IA \ I l -' I ln -·-·-' ___ ;_, a===--:= ___ ·_=--·-· ~;,~ ·~•~¥-*-l~fB_-_ -~~---_. __ -·=--=~----c=_------====-===~-~ -i!iiE*Tsct-N'-1,cis ------ -·---·--=-_r.-,-,->-' . -. . .- -----------<--------, I -==::: . .::::::::::-===·= ::..__.,-· -1'-' -~ -· ~.:s;;:c;.v.c::i:c--r::= ,. ' -t=l•O C=.:~-• --·--·--:-I :~: ~==,· =---_0cu-0=cr2 E:--•--_ ___; __ _ = -.-•---,-·------ -------- -- --------- r---= -::::=::::::-i---' ---------------- ---f -s----.-------l----<---~---• -----------<- . -----·-·---·---o-- • ------·--------I -------.., ___ , __ , __ -----___ , ______ , --,-----·---·-----·---•----•---------i _, ---------------' --•------·----- • --'-=-"=--=-·-=-=-_::.::,,.::_-:::._; __ -==-----------------. ·-------•--· •===-'.'.>--:-----·--=: ___ ,cc_.._,_: --•-=:c =-=;-':c,.-:-;_:_:_:_; ___ -· --·-.J ---------··:::._; ___ :.:.::..: --=-•----· --,----- ----------------1--"---------,_____ --·--------------···----...... ---· ·-- ---! :.:.::..:..:.~ •••• ' _, __ _ ->--- '== --·--· ----· ---·-------, __ ._ .. ·-' ----,----·-:.:~..:·J--_ --=_. -_ • _-__ --:-J ----_ J __ --,::_: ---- ---·---•----------------------,--·--,----------·--·-------' -------· -----• --------- ··--·--- --~ -~ -::~~~ ~--; =--=~ -~dfi~w~n -----~~~-~:~~r:ffl: ------·-~-:--~-~~-____ ::_:::: -==::=~:~~:-: ..... ' -;~. -------= ------------•---::_:_· __ :===:_--:=:: ___ , _ -----•-···--•---•--·•--l-- ------, -----___ _--, _-·J:--.-- --•-----"-- >--->--- 5 I I . -----•------,--,_ ----.. --· --------·-----· ._ --1---' -· ----·--·-------• ---------. - ··cc;:;--__ :;~-. --_:: ---·-·--•···----• ------• -f(} ---------~----_ ______ , ___ -; -, __ =-=-=-:. --::-::-.:.:t. --< ------~------------------ 14+75 15+00 14+'l3.7G FlNLEY AV'e. :: 10+00.00 34TH ST. 1. REMOVE EXISTING PAVEMENT, EXCAVATE AND PREPARE SUBGRADE. 2. CONSTRUCT 1" ASPHALTIC CONCRETE TYPE 11I-03-AA 4000 OVER 3".ASPHALTIC CONCRETE TYPE 111-82-AR 4000 OVER 4" AGGREGATE BASE. 3. 4. 5. 6, 7. B. CONSTRUCT 6" THICK P.C.C .• ALLEY PER C.N.8. STD. 1 40-L AND AS SHOWN ON PLANS. CONSTRUCT 6" THICK P.C.C. ALLEY APPROACH PER C.N.8. STD. 1 42-L AND AS SHOWN ON PLANS. REMOVE EXISTING P.C.C. / A.C. IMPROVEMENTS CONSTRUCT P.C.C. CURB AND GUTTER PEA C.N.B. STD. 1 82-L, TYPE nA•. REMOVE EXISTING P.C.C. / BRICK SIDEWALK ANC ENCROACHMENTS CONSTRUCT 4" THICK P.C.C. SIDEWALK PEA C.N.B. STD. 1 80-L Jm CIETERICH-POST 21119 .roJ FILM 15 +25 15 +50 15+75 9. CONSTRUCT B" THICK P.C.C. CROSS GUTTER AND SPANDAEL AS SHOWN ON THE PLANS AND PEA C.N.B. STD. 1 85-L 1 0. CONSTRUCT CURB INLET TYPE OS AS PEA C.N.B. STD. 306-L. 11. CONSTRUCT 1 5' ACP STORM DRAIN AS SHOWN ON THE PLANS. 1 2. 1 3. 1 4. 1 5. 1 6. 17. 1 B. RECONSTRUCT EXISTING P.C.C. DRIVEWAY. CONSTRUCT P.C.C. CURB AND GUTTER PEA C.N.B. STD. 1 83-L, TYPE 'C". CONSTRUCT STORM DRAIN MANHOLE NO. 2 PEA C.N.B. STD. 307-L. CONSTRUCT JUNCTION STRUCTURE NO. 2 PER C.N.B. STD. 311 -L. CONSTRUCT LOCAL DEPRESSION PER C.N.B. STD. 304-L _____ , ________ -·--- --------------------------. GENERAL NOTES: -·---·---1-1 --------•------•---+ -·----·-___ , __ . . . --·----· -·-----,, __ _,_ ----• -f-=-•·:;: -- PROFILE HORIZ. VERT. PLAN 1" = id IDENTICAL----- 15+75 c_, . --_, .---__ . ___ -- 16+00 PLANS PREPARED BY: 601 ,I\'. Parkn'nlPr J),-• Sail!' JOI; San/a Ana, Ca/i{omfo 9::!705 (711) 836-.¢455 PROTECT POWER POLE & STREET SIGNS IN PLACE. !?Q!J~@rn Wl][!,[1,~ 11!lG\'l@@~!;\'] fl}:,_~[fili' 15+25 0 16+50 16+75 -------- APPROVED PUBLIC WORKS DIRECTOff R.E. NO 12806 DAT~~/~2~-~2.~'Z.~-~9,~'{/~--1 GAS LINE SHOWN SCREENED IS ABANDONED (CAN BE REMOVED AT CONTRACTORS DISCRETION). CivllEn~g ~-• ndSun,-su•~u ES NED DATE BY DESCRIPTION APP'D. D lG DRAWN ---"'-'--"-..;.....:;...a._-='-'-C-'------=3'--.:::..S---....:8':...:.::i:.._~ i--~-~---------~--t-::==-=cv.......,.,=~A=c-1 CHECKED DATE ALAN R. SHORT RCE 30873 DATE REVISIONS EKA • __ , ------+ 17 +00 C-2462 Sii'~~~y iMP~O'V~M~t~TS FOR FINLEY AVENUE FROM 34 TH STREET TO ALLEY 337-A CITY OIF NEt'lf PORT BEACM R -516 4 -S PUBLIC WORKS DEPARTMENT SHEET , 5 OF 23 J.N. 252.01A I I U) . -· -. . ,----· -·-. --· -----,-· ---,----+--•---------·- -------· ---· ~---" ... -------~ ---->- . ---· ---------' -. -----------·----~---------------,---, --= -l -~ --------j..::..... -8 ---' ' . 0 ----· -... ·• -., ~ -•···• . :c·:'.-=er-,~ _, . . . -'-·== --t::.' ·• --------,_ ---, -' --,-------------.-----------•-----· -· . __ , --·- --·--------------. ········o:: ···-•-·-· , .. -·-' ------,----___ ; ____ ----· . - . ~----· ------- EX.6"A.C P. ,- REMOVE EX. 8" X 6" REDUCER 6 AND REPLACE. USE 6' D.I.P./ IZ:J •-----------•------,----·------•-------• --:-.:_7 A.C.P., 8" D.I.P. AND 6' FLEX~! COUPLING --------._,' REMOVE EX. 8" X 8" CROSS WITH LEAD JOINTS AND REPLACE WITH 8" X 8" X 6" RING TITE X RING TITE X FLANGED 8" X B "TEE --.:j --' ---· ·-~ . \ L. -~' REMOVE EX. 4" C.I.P. (RELINED) AND REPLACE WITH 6' D.I.P./ A.C.P. REMOVE EX. 8"X4" REDUCER~- /--<, ~-----E-CX -----"~--6'-r-l --, SHORT STREET INSTALL 8" FLEX COUPLING---,t B $ a: ' r-.i (/') EX. 0" A.OP. DETAIL C NOT TO SCALE 0 ~ <( - U) . ::) REMOVE EX. B' X 4" REDUCER AND EX. 4" 8.F.V. REMOVE EX. 8" VALVE AND REPLACE WITH 6' 8.F.V. FLANGEDXRING TITE INSTALL THRUST BLOCKS PER C.N.B. STD-510-L ID,. 00 'Ci)-REMOVE EXISTING PAVEMENT, EXCAVATE AND PREPARE SUBGAADE. @---CONSTRUCT 1' ASPHALTIC CONCRETE TYPE lll·C3·AA 4000 OVER 3" ASPHALTIC CONCRETE TYPE 111-B2-AA 4000 OVER 4' AGGREGATE BASE. @---CONSTRUCT B' THICK P,C.C. CROSS GUTTER AND SPANDREL AS SHOWN ON THE PLANS AND PEA C.N.B. STD. 1 85-L. 1 O. CONSTRUCT CURB INLET TYPE OS AS PEA C.N.B. STD. 306-L 11. CONSTRUCT 1 5" RCP STORM DRAIN AS SHOWN ON THE PLANS, 1 2. 3. CONSTRUCT 6" THICK P.C.C, ALLEY PER C.N.B. STD. 1 40-L AND AS SHOWN ON~~ ~-@-CONSTRUCT 6' THICK P.C.C. ALLEY APPROACH PER C.N.B. STD. 1 42·L AND AS 1 4 SHOWN ON PLANS. . f REMOVE EXISTING P.C.C. / A.C. IMPROVEMENTS 1 6. CONSTRUCT P.C.C, CURB AND GUTTER PER C.N.B. STD. 1 B2-L, TYPE 'A' a DETAIL~ 7. REMOVE EXISTING P.C.C. / BRICK SIDEWALK AND ENCROACHMENTS ~ 8, CONSTRUCT 4' THICK P.C.C. SIDEWALK PEA C,N,B, STD, 1 BO·L @ Jm DIETERICH-POST 2111D .~ FILM RECONSTRUCT EXISTING P.C.C. DRIVEWAY PER STD. 163-L CONSTRUCT P.C.C. CURB AND GUTTER PER C.N.B. STD. 1 83-L, TYPE "C". CONSTRUCT STORM DRAIN MANHOLE NO. 2 PER C.N,B, STD, 307-l. CONSTRUCT JUNCTION STRUCTURE NO. 2 PEA C.N.B. STD. 311-L CONSTRUCT LOCAL DEPRESSION PEA C,N.8. STD. 304-L ADJUST EXIST. M.H., C.O., WATER VALVE• METER a MONUMENT TO FINISH GRADE.(TYPICAL) REMOVE EXIST. ,t• C.I.P. (RELINED) AND REPLACE WITH 6• D.I.P./ A.C.P. GENERAL NOTES: 10 +50 PROTECT POWER POLE & STREET SIGNS IN PLACE. GAS LINE SHOWN SCREENED IS ABANDONED (CAN BE REMOVED AT CONTRACTORS DISCRETION). PROFILE HORIZ. VERT. PLAN 1" = rd REMOVE EX. 4" C.I.P. (RELINED) ( REMOVE EX. 4'X4" CROSS WITH LEAD JOINTS AND REPLACE WITH 6" X 4" RING TITE X RING TITE CROSS AND REPLACE WITH 6' D.I.P./ A.C.P•-+---z PLANS PREPARED BY: __ 601 .-.:.. Parl.-r-t•nt1•r Dr.• Su ftp 101 sanra Ann, Cnlifom1a 92705 (714) R,16-lMS SHORT STREET ----- 11 +50 APPROVED PUBLIC WORKS DIRECTOR' R.E. NO. 12806 DAT f-Z..-'l-'2.-ee ~~@~ \'mil[\,~ [!JJ[;';S@@~G'J /J'::,_~@~ CwUE•~•::;;••0<"'!! DESIGNEOCV DRAWN -...J.~=-=J/"-.;..;._U=t~==---S;;_-..;:[;_;_-.;,'?°.;,J_ l--□-AT_E_i__B_v_1 ______ □_E_sc_R_1P_T_1o_N _____ ...J....:A_PP_'D_.--l----.....:C'..!...-l---.....!:.A:.:C:'.,__j ALAN R. SHORT RCE 30873 DATE REVISIONS CHECKED EKA DATE -••----'--• < • -•-➔-•••••b••--• ----,---·- --->--____ ,___ --- 12 t-00 1-w L1J :::r: (/) L1J L1J (/) C-2462 ~u~~~v iM,~©~~M~~u~ FOR SHORT STREET FROM RIALTO TO SOFT. SE OF ALLEY 335-A CliV OF l\lEt"J'PORT BEAC!-1 PUBLIC WORKS DEPARTMENT R--5I64-S SHEET 16 OF 23 I J.N. 252.0IA; I ln -- I ln l f------, , __ -------, _____ _ ___ , _, --• -- -.------ •----, ____ , --··--__ ...._ __ , -=ni , ______ ·-__ , , __ ;--=._"'" :I':: . --·=:c-=:=!Cl -----•---' ---, .. ---~ --·--·-- --c •-------·---< ------ .--___ ,_ ----__ , ----•----, , ___ -"---,. ___ , PROFILE -----·-----,- -----------------------------·------"-••--......... _____ ... ,, _____ _ ---·-----•-· HORIZ. VERT. .... lJJ lJJ J: (/) lJJ lJJ (/) 12+00 0 lO (j) LO ©-REMOVE EXISTING PAVEMENT, EXCAVATE AND PREPARE SUBGAADE. @--CONSTRUCT 1" ASPHALTIC CONCRETE TIPE lll-C3-AR 4000 OVER 3" ASPHALTIC CONCRETE TIPE 11I-B2-AR 4000 OVER 4" AGGREGATE BASE. 3. CONSTRUCT 6" THICK P.C.C. ALLEY PEA C.N.B. STD. 1 40-L AND AS SHOWN ON PLANS. 4. CONSTRUCT 6" THICK P.C.C. ALLEY APPROACH PEA C.N.B. STD. 1 42-L AND AS SHOWN ON PLANS. @-REMOVE EXISTING P.C.C. / A.C. IMPROVEMENTS 12+50 @--CONSTRUCT P,C,C, CURB AND GUTTER PER C.N.B. STD. 1 82-L, TIPE 'A' 8 DETAILLo"i 7. REMOVE EXISTING P.C.C. / BRICK SIDEWALK AND ENCROACHMENTS. \I) B. CONSTRUCT 4" THICK ?.C.C. SIDEWALK PE~ C.N.B, STD. 1 80-L am DIETERICH-POST :mm .003 FJLM s. 1 0. 11. 1 2. 1 3, 14. 1 5. 1 6. 17. ® 12.+77.70 SHoF!T ST. CONSTRUCT 8" THICK P.C.C. CROSS GUTTER AND SPANDAEL AS SHOWN ON THE PLANS AND PER C.N.B. STD. 185-L CONSTRUCT CURB INLET TYPE OS AS PEA C.N.B. STD. 306-L. CONSTRUCT 1 5" RCP STO~M DRAIN AS SHOWN ON THE PLAN5. RECONSTRUCT' EXISTING P.C.C. DRIVEWAY PER STD. I63-L. CONSTRUCT p:c.c. CURB AND GUTTER PEA C.N.B. STD. 1 83-L, TYPE 'C". CONSTRUCT STORM DRAIN MANHOLE NO. 2 PER C.N.8. STD. 307-L CONSTRUCT JUNCTION STRUCTURE NO. 2 PER C.N.8. STD. 311 -L CONSTRUCT LOCAL DEPRESSION PEA C.N.B. STD. 304-L ADJUST EXIST. .H. C.O. WATER VALVE, METER 8 MONUME:NT TO REM~.;E -~1s=r.--•• C.I.P. (RELINED) AND nEPLACE WITH &• D.I.P./ A.C.P. GENERAL NOTES: PLAN PROTECT POWER POLE & STREET SIGNS IN PLACE. GAS LINE SHOWN SCREENED IS ABANDONED (CAN BE REMOVED AT CONTRACTORS DISCRETION). [ f ' ' ,, " " -------· - ----------_____ ._ . , ··--·--------·---. ---------·--·----·---' ---- !3+00 IO PLANS PREPARED BY: lr~li: ~~ 11!lm!DGIIH:OO ~~ 6(JJ _,,.:. Parl:c·t>nt,•r l)r-. • Suilt> 104 Scmta Ana, California 92705 (711/) 836-#SS ---•--- _, ___ , ----,----•-----------• ---. 13+50 ---=,_0~--= 0/ '!_)/ -;· APPROVED [ ' L 14+00 141"00 PUBLIC WORKS DIRECTOR' R.E. NO 12806 DAT,__j_2.-•2 .. :z..-/?II CwU ~ZsY 3-s=-t r I-D_A_TE...l._sv_L_ _____ o_E_s_cR_IPT_1o_N _____ ..L_A_P_P'_D.Tr:'a:,C,:~"':"'NEEDOD _C::,.,_vt:,,:lT;EEw_N....c.A~C~i A --LA-!'N"'-"R;...""SH;..O~R::-:T::""""'"'"R-::':C::-:E:-::3:::-08::-:7:-:3:---:D::-AT:E:-7"". -REVISIONS EKA -· -N --- --- ' -' : ' -· ------- -,_ -----= _d -- -- ---------- -•--d--., ------·----.. FOR --- __ , __ ,,_,_ ------------__ ,__ == C-2462 SHORT STREET FROM SOFT. SE OF ALLEY 335-A TO ALLEY 337-A PUBLIC WORKS DEPARTMENT R-5164-S SHEET 17. OF 23 J.N. 252.0IA: . ' i ( ) I -...... \Jl -..... U) i' ·, L INSTALL THRUST BLOCKS i:-EJ<••A.c.P. PER C.N.B. STD-510-L I REMOVE EX. 6'X4' REDUCER 0 \¢) EX.6"B.F.V. & INTERFERING PIPE ~ i (MECHANICALJOINl) ~ -i-1-,--=· ----·-! □-r ·-, '-1- REMOVE EX. 4• C.J.P. i (RELINED) AND REPLACE ' :< -~----<. REMOVE EXISTING C.I.P. CROSS WITH i LEAD JOINTS AND INSTALL 6'X6'X6' WITH 6' D.I.P./A.C.P. ,,, _)c Xl-'f'..,...., ;RING TITEXRING TITEXFLANGED TEE /_y ·-- REMOVE EX. 4' B.F.V. (RINGTITE) INSTALL 6 • B.F.V. (FLANGEDXRING TITE) ' ~ INSTALL FLEX COUPLINGS LU: Cl) : SHORT STREET: ·-----------~ '<:,>'° EX 6" B.F.V. \ ::::, •. . \ ~==----........-/ t-::::::===:,-• ----2---c ______ . __ ._ ,------t Q N -~ \ ----c__ • ----·--------~--,--· --- 0 · DETAIL A NOT TO SCALE . - 1 ' -~ ~ _,_ -7--=i -~-: :==.-~ =t-___ --_-'--_,.___.._ • : __ WL. 4 ~E ~/NP. ¥4, ~cA' -L£o ~,::,X~ -~--~ ---------·-• 1. 2 3, 4. 5, 6. 7. 8, REMOVE EXISTING PAVEMENT, EXCAVATE AND PREPARE SUBGRADE. CONSTRUCT I' ASPHALTIC CONCRETE TYPE III-C3-AR 4000 OVER 3' ASPHALTIC CONCRETE TYPE III-B2-AR 4000 OVER 4' AGGREGATE BASE. CONSTRUCT 6' THICK P.C.C. ALLEY PEA C.N.B. STD. 1 40-L AND AS SHOWN ON PLANS. CONSTRUCT 6" THICK P.C.C. ALLEY APPROACH PER C.N.B. STD. 1 42-L AND AS SHOWN ON PLANS. REMOVE EXISTING P.C.C. / A.C, IMPROVEMENTS. CONSTRUCT P.C.C. CURB AND GUTTER PER C.N.B, STD. 1 82-L, TYPE 'A". REMOVE EXISTING P.C.C. / BRICK SIDEWALK ANO ENCROACHMENTS CONSTRUCT 4" THICK P.C.C, SIDEWALK PEA C.N.B. STD. 1 80-L lm DIETERICH-POST 21110 ml FIU.1 • --_, - 9; CONSTRUCT 8" THICK P.C.C. CROSS GUTTER AND SPANDREL AS SHOWN ON THE PLANS AND PER C.N.B. STD. 1 85-L. @--CONSTRUCT CURB INLET TYPE OS AS PEA C.N.8. STD. 306-L i;r CONSTRUCT 1 5' RCP STORM DRAIN AS SHOWN ON THE PLANS. 13. 1 4, 1 5, 1 6. 17. 1 B. RECONSTRUCT EXISTING P.C.C. DRIVEWAY. CONSTRUCT P.C.C. CURB AND'GlfTTER PER C.N.B. STD. 185-L, TYPE ~en. CONSTRUCT STORM DRAIN MANHOLE NO. 2 PEA C.N.B. STD. 307-L CONSTRUCT JUNCTION STRUCTURE NO, 2 PEA C.N.B. STD. 311-L CONSTRUCT LOCAL DEPRESSION PEA C.N.B. STD. 304-L @-CONSTRUCT CONNECTION ASSEMBLY PER APPLICABLE PORTION OF C.N.B. STO. 511-L ---·~ ,_,_,, __ _ ----> =:=;----l (0 t 00) REMOVE EXIST. ,4• C.1.P. {RCLINED) AND REPLACE WITH 6" 0.1.P.J A.C.P. GENERAL NOTES: PROFILE HORIZ. VERT. PLA~J I" • 1d PROTECT POWER POLE & S_TREET SIGNS IN PLACE. GAS LINE SHOWN SCREENED IS ABANDONED (CAN BE REMOVED AT CONTRACTORS DISCRETION). -=--==-- ... -' ,_ -.-----U'i------=== ·=-• ----:=::::==: __ -·-----·--------=-·---,--= ------._ "I l'SllSEIE~~R-A:6E©Y68 __ _ _:-~@RM 0.8=A1fsl -' -:. 11 l==-- -:==·--·-· -- -··i-···-j"-·-·j l'c E -1- PLANS PREPARED BY: rJilDi@§:::] ~J[]~"~ lli]Cj@)@:~~ ~~@)~ 601 !)'. Parl."t:Triter Dr.• Suite 104 Sanla Ana, California 92705 (7111) 836-lfll$5 - 3=:k.E. -~ ·_ ~ ~~]?~ -- ~==J==®!10~ . __ ,_. SEE SHEET NO. 17 APPROVED t2i2JZ,L PUBLIC WORl(S DIRECTOR' R.E. NO 12806 DAT"--'-'""'-:....-Z..:='.2..=---fl=B'"----1 ClvUEn~.;t'•s=s,•IJOv APP'D, DESIGNED DRAWN ::> . 0. DATE BY DESCRIPTION CV AC - --'"--------· _______ =r-_:r=_;~...,;_~,_~~-------~--+-c-----+--c-~~ --CHECKED DATE ALAN R. SHORT RCE 30873 DATE REVISIONS EKA ~ --<o +OD) STA.{o+oo.oo> E.)(IST. ,..I, S, NO 1 ® 11 ·Ji - C-2462 STORM ORAi N IMPROVEMENTS FOR CLUBHOUSE AVENUE Cini' 011= ~~~t"JPORT la~AC~ R-5I64-S PUBLIC WORKS DEPARTMENT SHEET 18 OF 23 J.N. 252.0IA ) ( ~ ~ I :.., ~ u ........... ~ ~ ·C; ~ I ~ • , = cl§..-=.§E~ ~ =:=v'&r-'2,';fc;:--: i -I. --- ---... IC+ 5 ,. =r ·~ --1--- '<!- -~ -·! CONSTRUCTION NOTES , 11+00 G) REMOVE EXISTING PAVEMENT, EXCAVATE AND PREPARE SUBGRADE. @ CONSRUCT 1• ASPHALTIC CONCRETE TYPE 111-C.AR4000 OVER 3• ASPHALTIC CONCRETE TYPE 111-B •AR4000 OVER 4• AGGREGATE BASE. @ CONSTRUCT 6" THICK P.C.C. ALLEY APPROACH PER C.N.B. STD -142 -L AND AS SHOWN ON PLANS. @ REMOVE EXISTING P.C.C./A.C. IMPROVEMENTS. @ CONSTRUCT P.C.C. CURB AND GUTTER PER C.N.B. STD. 182 • L, TYPE• A• AND DETAllffi • CZ) REWOVE EXISTING P.C.C. / BRICK SIDEWALK AND ENCROACHMENTS. @ CONSTRUCT 4• THICK P.C.C. SIDEWALK PER C.N.B. STD. -180-L ® CONSmUCT s· THICK P.C.C. CROSS CUTTER AND SPANDREL AS SHOWN. DIEIERICH POST REORDER NO. 113013 ~ --7 ' -;-, r-. --:;;----\·: ·+ • -•n• <il f, --.. 11+20 @) CONSTRUCT CURB ACCESS RAMP PER C.N.B. STD.-181-L-A AS MODIFIED PER PLAN. @ PROTECT POWER POLE IN PLACE. @ RECONSTRUCT EXISTING P.C.C. DRIVEWAY APPROACH PER C.N.B. STD.-163-L /'.p;'l CONSmUCT P.C.c. CURB AND GUTTER PER C.N.B. STD.-1B3--L, TYPE •C- V-.::,, AND DETAIL ffi -' ---! i , 11, .. ,0 ._,_ - .. ---.. ! PROFILE n'O€'IZONT.4L :/" = /0, V.e.Br/C4L: /. a .;E>' • -vu 12+25 I I ' FINLEY PLAN @I ADJUST EXIST. M.H. , C.O., WATER VALVE. METER & MONUMENTS TO FINISH GRADE. ••• " • I __ ,_ ------- -' j - , I =-l I I 'l! :de~-1,. ~ _, . - 12+50 12+75 AVENUE - - ' I -I -- ! ----- ' , I:, 13+00 I ' ' : i -' • -' 13+25 .. APPROVED 0 N d z aa 'iUn PUBLIC WORKS OIR~:TOR R.E. NO. l'Z. eu 1--+--+------------+---i DATE / 2.-°2.."2.--<'ldl DATE BY DESCRIPTION APP'D. DESIGNED REVISIONS CHECKED DATE -' 18 , I +--- -. ' C-2462 STREET IMPROVEMENTS_. FOR FINLEY AVE. FROM 36TH. ST. STUB TO PAST 35TH.ST. CITY OF NEWPORT BEACH R-5164-S PUBLIC WORKS DEPARTMENT SHEET 19 OF 23 ·- 7 1b3-+50 ~· ·1 ~ -:l1.1!i.& r ct CONSTRUCTION NOTES 13+75 G) REMOVE. EXISTING PAVEMENT, EXCAVATE AND PREPARE SUBGRADE. -, """"T" @ CONSRUCT 1• ASPHALTIC CONCRETE TYPE 111-C-AR4D00 OVER 3• ASPHALTIC CONCRETE TYPE 111-B -AR4000 ·OVER 4■ AGGREGATE BASE. @ CONSTRUCT s• THICK P.C.C. ALLEY APPROACH PER C.N.B. STD -1-42 -L AND AS SHOWN ON PL.ANS. @ REMOVE EXISTING P.C.C_/A.C. IMPROVEMENTS. @ CONSTRUCT P.C.C. CURB AND GUTTER PEA C.N.D. STD.-182 -L, TYPE ■ A• AND DETAIL@ (Zl REMOVE EXISTING P.C.C. / BRICK SIDEWALK AND ENCROACHMENTS. @ CONSTRUCT 4• THICK P.C.C. SIDEWALK PER C.N.O. STD. -180 -L DIETERICH POST REORDER NO. 113013 --: . -- .. - 14t00 ~14+25 @ CONSTRUCT CURB ACCESS RAMP PER C.N.B. STD. -181 -L-A AS MODIFIED PER PLAN. @ RECONSTRUCT EXISTING P.C.C. DRIVEWAY APPROACH PER C.N.B. sm.-163· L @ CONSTRUCT P.C.C. CURB AND GUTTETI PER C.N.B. STD.-1B3-L, TYPE •C" AND DETAIL @ w . @ CONSTRUCT P.C.C. CURB TYPE B PER C.N.B. ST0.-1B2-L @ REMOVE EXISTING GUARD RAIL @ GRADE AND COMPACT SUBGRADE. . ' ,, 1"f'i ! -- 14+50 --.-J - --<1. -·-I _, ~=r=;-. ~- -~, ,, PROFILE Noe ,Zc>IV T.tf.C : 1 • : 10 ' 1reer1c.:1,::,: /" = e' 15+00 15+25 IO - 0 . PLAN SCALE:.· i '-=10 1 . !· ~--=i;§- '5. , ,,,.,,,~--. !--- i;i I 3l -. ~ ' -,_ ----.., o+oo ----·-I ! - . I • -- ' ~ ~#- -----+--' ' -·---- I --I t. I ' -. 0+25 0+50 0+75 l() "II t TYPICAL SECTION N.T.S. Re,,,,_: r"/et..P e,:;e:.e 6RO ~#.:er ~-41, ;,-50<e1-.B 3-14-89 W.B. ffi COMPLETE GRADE CHANGES ON 34TH. ST . !J{J,,J APPROVED a.a;u... PUBLIC WORKS DIRECTOR R.E. NO /? PC< DATE /-Z,.-7..-Z...-el DATE BY DESCRIPTION APP'O. DESIGNED ORAWN ~ If/,,.,, REVISIONS CHECKED DATE- 1J j;. ..~---- Ill I !II 1 +oo . • ( 0 1- ...J <( 0 > - C-2462 STREET IMPROVEMENTS FOR FINLEY AVE. 34TH ST. FROM ALLEY EAST TO FROM FINLEY AVE. - 34TH ST. TO RIVO AL TO _ CITY OF NEWPORT BEACH R-5164-S PUBLIC WORKS DEPARTMENT SHEET 20 OF 23 ( ' \ I I ' I - _, \J ' -- ' -...• o+oo -• • ... ., DIETERICH POST REORDER NO. 113013 ,_ ' -•---'-' _, --- "-i . -I V /\' ---,' i .. - - -' 0+25 .J__I ' • -- 0+.50 s TA7'10AI 0-f88 ro ..STA.T/ON t:,,'-,!l,B,!;i ' .IVO,Jf' TH~/PE . , ! -- 0+75 / -;;:::±:=;=:-:1 _, ' \ 1+00 :,,. -- .. . •, ' ,, .. ~ 0 ~ ...J ~ 0 > -a:: --: PROFILE PLAN I , , SC LI J../E.' -= 10 ~ -_, ... ' • ·Ji:.' ·-~- '' I .... ' t I •. • • ' I 15' /0' o+oo -/-+ W _ =--=---1 .. - -t== . ~-== :t-,.,-. i ~ ~, i'! • I I 1. I; ·~ 'It-~ " ' " j· ----+ ' ' I " 0 +25 ---' I -• _, I I I ! ; -/J -• Cl - - ---1:-.a 0-1-50 0+75 1+00 :~I·: i:.·; ~ •. rn -~---1:, ll\ I ~II~ •1 I\_ .·.L ~ ~ tJ a . I .. ; J_ .' ix. c,,-,,,4,,,,.,, .C/A/A ,,,,-..-AK..-1._ lL,1 ~ ~1 l~~-;:L ., // ; £ . -:;.-;)/~ r ..... \I ~ /\, !, . 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' ' . .. . - I.LI \ · · f/ CONSTRUCTION NOTES 1,l ~ :'· ~ ~ :! , · • • IV ~ -· i:: /,,, 1-, \'I h. ~ • • 0 REMOVE EXISTING PAVEMENT, EXCAVATE AND PREPARE°sUBGRADE. ~~ :,./1 I;:·, .. ~ ~ ,1; .. .'I _ i/ " I"' :: • , i . I r, t/ ® CONSRUCT 1• ASP HAL TIC CONCRETE TYPE III-C-AR4000 OVER 3" "' ·.._,. 1 1. • ._--..._ ~ '' , : . ASPHALTIC CONCRETE TYPE 111-8 -AB4000 OVER 4" A,GGREGATE BASE. ~ 9) :;•1-, [ , .. ,, ''. ~ ® REMOVE EXISTING P.C.C./A.C. IMPROVEMENTS. • ~ ~ 1 1:_;•, ; ~ CONSTRUCT P.C.C. CURB AND GUTTER PER C.N.B. STD. 182 -L, TYPE• A• \l 1, , .• ·,•-; 6 AND DETAIL@ ~ ;: (I} • _•,:•.-~ 0 REMOVE EXISTING P.C.C. / BRICK SIDEWAUC AND ENCROACHMENTS. ~ -1:- . ' ® CONSTRUCT 4" THICK P.C.C. SIDEWALK PER C.N.B. STD. -180-L @ CONSTRUCT CURB ACCESS RAMP PER C.N.B. STD. -181 -L-A AS MODIFIED PER PLAN. @ ADJUST EXIST. M.11. , C.0., WATER VALVE, METER &. MONUMENTS TO FINISH GRADE @ REMOVE EXISTING GUARD RAIL @ GRADE AND COMPACT SUBGRADE. 2E I':: t='I Et.t:J 6'00.t: :l:?:;.:0:::.,...=5.:;i;'l--l~T.;._, .:·d=-'-I __ T'""_T-:-:==--------,.---------------.:.C~-.1:2,.;;4~6'-=2"""-I It,, LIMITS OF CONSTRUCTION REDUC:ED TO STA, /J/3/V APPROVED 3-14-89 W, B. 0•88 ON BOTH ~TREET ENDS, a.au STREET IMPROVEMENTS FOR DATE BY OESCRIPTIOf'I REVISIONS PUBLIC WORKS DIRECTOR R,E. NO. /? WK 36TH.ST END-FINLEY/RIVO ALTO 1 2..-'2-2-.=J!'L..., 36TH.ST.STUB-FINLEY/ RIVO AL TO OAT" DESIGNED APP'O. CHECKED DRAWN -w.e. DATE CITY OF NEWPORT BEACH R-5164-S PUBLIC WORKS DEPARTMENT SHEET 21 OF 23 '., . --------~[ ' I - I I --I -- I I I ! l ! I ·- I ! ! ' !_J ' ' -· si ====ccil( ~v_ _ _,~ in ! I I i i -- ! ! 0+00 --------, I I ----·- -- . '1( -: l'i -. -~~ ···~· •••• - - - -- PROFILE h'~2/ZONr~L; / "c /Cl. Vcf27"/C4L: j"::. ti?' 0+50 PLAN 5C.d I. E: / ., = /0 ' l. \) I ~ -~,,,t) ---· ~ ' -" . . ill -- Cl ~ -----....... 3 I I --· ~ 1+00 ... ' ,- CONSTRUCTION NOTES I j --·-. ~ \ (:) " 1 .... ~ ® CONSRUCT 1• ASPHALTIC CONCRETE TYPE 111-C-AR.fOOD OVER 3• ASPHALTIC CONCRETE lYPE 111-8 -AR4000 OVER ,4• AGGREGATE BASE. ® CONSTRUCT P.C.C. CURB AND GUTTEl;I PER C.N.B. STD. 182 • L, TYPE• A• ANO DETAIL® 0 REMOVE EXl~G P.C.C. / BRICK SIDEWALK AND ENCROACHMENTS. @ GRADE AND COMPACT SUBGRADE. @ CONSTRUCT .. ~ THICK pee SIDEWALK PEA c.N.B, STD-180-L, -------- ; i ~ I I : l_l __ , ~ -- -,_ -,- ~ 1 i lj~~ ' -.. -- ~ ~~~A ~.;iNsTRUCTION REDUCED FROM STA J+0!.5 68/J APPROVED 1---+------i=-.:-=_ :.c::=::::,__ __ -+'-'----J aa >u:. 3-13-89 W.B. DATE BY DESCRIPTION REVISIONS PUBLIC WORKS DIRECTOR R.E. Nn 1"2..Rt:/6 DAT" ! "2..--Z.'2..-81,' APP'D. DESIGNED DRAWN W. 8, CHECKED DATE ' .. ' ' ·--- I j ----, . •-.. - C-2462 STREET IMPROVEMENTS FOR 35TH. S"I: IMPROVEM&NT FINLEY AV£. TO THE RIVO Ale-TO CITY OF NEWPORT BEACH R-5164-f- PUBLIC WORl:(S DEPARTMENT SHEET 22 OF 23 I -C is i n1 ~ ' ~I ' - -• ·--~ = :-i / - ) =' .-:. j .oX I:?, :7. At. ,1/A;YJ.tfJR A F t:Jv N'P .RY rRAMtf AA/0 COVtfR Rt!"co,v,:,-r,qv;:.r A:r, N'liliP6'0 mp· ,POR7"✓t:1P ".,,. 7i'OAC $rRucruRE At/6.N 6.RAre-____ _ l"oR ACC5:S5 ,':',:.,:. X • 6U?7GK !J"R,qP/.ufi, (7Y.f?/,<;U.) IAlf>7Att. r,.aM.H. r~f,H JO/# SECTION F-F N.T.S. EX 7EN6✓0.III OPERA ";r✓A/6 ,1/A.UOC4" ( A.t✓6A/ 6RA7"tf ,-,:-o~ 0.PGRAT✓O.A./ 0,,,- c;,,;r.!f) c::::;:f-, , ------= Jt/lTH .RAhfP .P.!fR C,t/.-9. :S7P-l/-l•L--jjN.l ___J .P.c.c. 14/'A.t.K RE..WOV6" e.-,,,.:S77.-V6 576"P6 ("7,,YP✓C4C) .SECTION E - E N.T.S. .RCMDII'£ /#TER..P"~R...W6 Pt7A"77t:'N ~---1 Q,& ,!f)(/6-77N'6 fi,TA"U&TUA'G, CCEAN' ,A;/0 RerA/N' £.K/!f,7:/,,✓6 £.£,,V ..... OA"&✓N6 ,,_:,44,,; .IN P.t.ACG, A,V.O liM-95.tJ 6"A,V,v: /,v;rp N£.W ,1¥0.RA.' (;ryp,,,:A.t.) oAc. V4NIZ€0 Pucp~E /.RON' ALh'AM.iRA ,&"OUN.PRY N.0. A•//?46 ,t!//C yctE .PROO.,L" 6RA.7""E ANP Alo. A-/f;-52 rRAA?.ff ;,//Th' Alct50A/ 57UO:S . .,,:J~/6/1/ 6RA7"E ro PROll'/.Oc" ACC,!J'f,f, ;r.o .:57EM Or 7/0E 647"E 70P OF 6RA7'4" Gt:.G//. i?.9.0 CONSTRUCTION NOTES ® REMOVE EXISTING P_C.CJA.C. IMPROVEMENTS. ® CONSTRUCT CURB ACCESS RAMP PER C.N.B. STD. -181 -L-A AS MODIFIED PER PLAN. I- I.LI I.LI a:: t; , - DATE BY FINLEY E E F TIDAL STRUCTURE DETAIL SCALE I"= 2' APPROVED DESCRIPTION DESIGNED DRAWN APP'D. G.W. R.G. REVISIONS CHECKED L. D. DATES/ 88 AVENUE C-2462 STORM DRAIN IMPROVEMENTS TIDAL STRUCTURE MODIFICATION AT _34th STREET a FINLEY AVE. CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-5164..:S SHEET 23 OF 23 • I ,' i I ' 3 C z ) C I ~· < / (iJ 7 (iJ