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HomeMy WebLinkAboutR_5895_S-. - CITY OF COSTA MESA VICINITY MAP NOT TO SCALE SYMBOL LEGEND -~ POWER POLE 'cl.,)' OSCO SANITARY SEWER CLEANOUT @ SANITARY SEWER MANHOLE ~) FIRE HYDRANT El WM --WATER METER BOX & SERVICE OcM GAS METER ---WATER VALVE POWER POLE ANCHOR ® MONUMENT CHAIN LINK FENCE -~-c-WOOD FENCE ;;:::::;,-r.,_",~~~·:1 RETAINING WALIL :Mr-7~ PALM TREE @ DECIDUOUS TREE ,--,_ ~t EUCALYPTUS TREE ~~ ~-CORAL TREE _LL ~ ......Y .LY,._ ASPHALT PAVEMENT r.~ ?:?'.'~ BRICKWALK ; I CONCRETE r: 1 l·'/,'//////.·/1 BUILDING -------EXISTING IMPROVEMENTS ----PROPERTY LINE NEW CONSTRUCTION ---1:---CENTERLINE -·---s---SEWER LINE -----W-----WATER LINE -----G---GAS LINE -E--POWER LINE -·T TELEPHONE LINE --·CATV-CABLEVISION LINE -SP--SPRINKLER SYSTEM ~.-\ ,U STREET LIGHT CJ SIGN PB [I] TRAFFIC SIGNAL PULIL BOX G !XI GAS VALVE IRR rx:i IRRIGATION VALVE * SPRINKLER HEAD c,..,_. ABBREVIATIONS AC ASPHALT CONCRETE BCR BEGIN CURB RETURN ECR END CURB RETURN BC BEGIN CURVE EC END CURVE EX EXISTING NTS NOT TO SCALE C&G CURB AND GUTTER PB PULL BOX IRR IRRIGATION IP IRON PIPE CATV CABLE TV DWY DRIVEWAY sco SEWER CLEAN OUT ARV AIR RELIEF VALVE LD LOCAL DEPRESSION ETS ELECTRONIC TESTING STATION (GAS CO) SW SIDEWALK TC TOP OF CURB FL FLOW LINE FS FINISHED SURFACE CL CENTERLINE EUC EUCALYPTUS TREE SCE SOUTHERN CALIFORNIA EDISON ANG PT ANGLE POINT TW TOP OF WALL TF TOP OF FOOTING oc ON CURVE CNB CITY OF NEWPORT BEACH DW DOMESTIC WATER PVC POLYVINYL CHLORIDE E -ELECffilC TV CABLE TELEVISION TEL TELEPHONE PE POLY ETHYLENE SM SILTY SAND SC CLAYEY SAND ACP ASBESTOS CEMENT PIPE UNK UNKNOWN AB ASPHALT BASE PCC PORTILAND CEMENT CONCRETE CONB CITY OF NEWPORT BEACH n ::c ~ 0./J \_t---lJFoR~ PUBLIC WORKS DEPARTMENT INDEX OF SHEETS 1 TITILE SHEET 2 INDEX SHEET 3 DETAIL SHEET 4 STREET PLAN AND PROFILE -BAY AVENUE 5 STREET PLAN AND PROFILE -BAY A VENUE 6 STREET PLAN AND PROFILE -LINDO A VENUE 7 STREET PLAN AND PROFILE -LINDO A VENUE BAY AVENUE AREA IMPROVEMENTS PHASE 1 FROM 7TH STREET TO ISLAND AVENUE AND LINDO AVENUE C-3695 APPROVED: DATE: ~/_z.,_fe_z_,z/2.~•S-__ _ I I APPROVED: 8 STORM DRAIN PLAN AND PROFILE -LINDO A VE 9 STORM DRAIN PLAN AND PROFILE -LINDO A VE AND BAY A VENUE 10 STORM DRAIN PLAN AND PROFILE -BAY AVENUE 11 STORM DRAIN LATERAL PROFILES 12 POTHOLE PLAN PHASE 1 i / UTILITY UTILITY CONTACTS CONTACT PHONE SOUTHERN CALIFORNIA GAS COMPANY (SCGas) SOUTHERN CALIFORNIA EDISON COMPANY (SCE) SBC (FORMERLY PAC BELL) CITY OF NEWPORT BEACH (UTILITIES DEPARTMENT) ORANGE COUNTY SANITATION DISTRICT (OCSD) COX COMMUNICATIONS ADELPHIA UNDERGROUND SERVICE ALERT (USA) JIM BEVANS JENNIFER McCALL JEFF MERICKEL ALFRED CASTANON BOB CHENOWITH RICARDO JORDAN DAWN DAVID 800-624-8153 OR 714-634-7287 714-895-0109 714-666-5710 949-644-3011 714-593-7318 949-546-2757 714-854-1971 800-422-4133 ·---- --....._ ------~ ------~'-.. ------------' LOCATION MAP NOT TO SCALE GENERAL NOTES 1. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYNG THE ACTUAL LOCATION AND ELEVATION IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION. 2. 3. ALL EXPOSED CONCRETE SURFACES SHAUL CONFORM IN GRADE, COLOR, DIMENSION AND FINISH TO ADJOINING IMPROVEMENTS. P.C.C. SHALL BE CLASS 560-C-3250. 4. CONTRACTOR SHALL ADJUST CITY UTILITIES (e.g., WATER VALVES, SCO, SURVEY MONUMENTS, SEWER AND STORM DRAIN MANHOLES) FRAMES AND COVERS TO FINISHED GRADE. ALL OTHER UTILITIES SHALL BE ADJUSTED TO GRADE BY OTHERS. 5. 6. PROPOSED PAVEMENT AND CURB AND GUTTER SHAUL JOIN AND MATCH LINE AND GRADE OF EXISTING IMPROVEMENTS. STATIONING REFERS TO CENTERLINE OF STREET. 7. CURB DATA REFERS TO FACE OF CURB. 8. THE CONTRACTOR SHALL NOTIFY THE FIRE DEPARTMENT 48 HOURS IN ADVANCE OF ALL LANE CLOSURES OR CHANGES. 9. PRIOR TO COMMENCEMENT OF CONSTRUCTION, CONTRACTOR SHAUL SCHEDULE A MEETING WITH THE CITY TRAFFIC ENGINEERING DIVISION TO INVENTORY EXISTING RED CURB. CONTRACTOR SHALL PAINT NEW RED CURB TO MATCH EXISTING. 10. CONTRACTOR SHALL PREPARE TRAFFIC CONTROL PLANS FOR REVIEW AND APPROVAL BY THE CITY PRIOR TO COMMENCEMENT OF CONSTRUCTION. CONSTRUCTION NOTES GENERAL 0----PROTECT IN PLACE (ITEM SHOWN ON PLAN) ~ RELOCATE EXISTING UTILITIES BY PURVEYORS (ITEM SHOWN ON PLAN) ~ UTILITY VAULT LID TO BE ADJUSTED TO GRADE BY UTILITY AGENCY DEMOLITION 0-SAWCUT AND REMOVE EXISTING AC OR PCC PAVEMENT, BASE, AND SUBBASE TO 6" INCH MINIMUM DEPTH 0---SAWCUT AND REMOVE EXISTING PCC CURB AND GUTTER @--REMOVE EXISTING TREE 0---SAWCUT AND REMOVE EXISTING PCC CURB RETURN AND CURB RAMP ®--SAWCUT AND REMOVE EXISTING PCC ALLEY APPROACH 6 REMOVE EXISTING FRENCH DRAIN SAWCUT AND REMOVE EXISTING PCC SIDEWALK SAWCUT AND REMOVE EXISTING PCC CURB SAWCUT AND REMOVE EXISTING PCC CATCH BASIN SAWCUT AND REMOVE EXISTING PCC JUNCTION STRUCTURE REMOVE EXISTING RCP SAWCUT AND REMOVE EXISTING PCC DRIVEWAY APRON REMOVE EXISTING AC OVERLAY DOWN TO EXISTING PCC PAVEMENT SURFACE REMOVE EXISTING PVC STREET IMPROVEMENTS @--CONSTRUCT VARIABLE HEIGHT PCC CURB AND 2' GUTTER PER CONB STD-182-L @---coNSTRUCT CURB ACCESS RAMP PER CONS STD-181-L-A, CASE J @-coNSTRUCT CURB ACCESS RAMP PER CONB STD-181-L-A, CASE K @-GRIND 0.1' PCC AND CONSTRUCT AC OVERLAY VARYING FROM 0.1' TO 0.25' THICKNESS PER DETAIL 14 ON SHEET 3 @-CONSTRUCT 2' AC OVER GLASGRID 8501 REINFORCING FABRIC ON 1" MINIMUM AC LEVELING COURSE PER ENGINEER'S RECOMMENDATIONS. SEAL CRACKS GREATER THAN 1/4". @-COLD MIUL / GRIND EXISTING PCC TO 1' MIN DEPTH ®--COLD MILL / GRIND EXISTING PCC TO 2" MIN DEPTH @-COLD MILL / GRIND EXISTING PCC TO 3.25" MIN DEPTH @---PATCH BACK PAVEMENT WITH 6" MIN. AC ON COMPACTED SUBBASE. TACK COAT EXISTING SURFACES @-CONSTRUCT LOCAL DEPRESSION PER CONS STD-304-L @---ADJUST EXISTING MANHOLE RIM AND COVER TO GRADE @---ADJUST EXISTING VALVE BOX AND COVER TO GRADE @-CONSTRUCT 8' WIDE CROSS GUTTER PER CONB STD-185-L @---CONSTRUCT RESIDENTIAL DRIVEWAY APPROACH TYPE "I" PER CONS STD-162-L @-CONSTRUCT ALLEY APPROACH TYPE "A" PER CONB STD-142-L 26 CONSTRUCT ALLEY APPROACH TYPE "c" PER CONS STD-142-L 27 CONSTRUCT CURB ACCESS RAMP PER CONB STD-180-L -A CASE C 28 30 31 CONSTRUCT 4" THICK SIDEWALK PER CONS STD-180-L INSTALL 4" PVC SCH 40 SLEEVE WITH PULL ROPE AND CAP ENDS RELOCATE EXISTING STREET LIGHT CONDUIT APPLY THERMOPLASTIC STOP MESSAGE AND STOP BAR STORM DRAIN IMPROVEMIENTS @-CONSTRUCT 12" RCP (D-2000), TRENCHING AND BACKFIUL PER CONS STD-106-L AND DETAIL 41 ON SHEET 3 @-CONSTRUCT 18' RCP (D-2000), TRENCHING AND BACKFILL PER CONS STD-106-L AND DETAIL 41 ON SHEET 3 @---CONSTRUCT BRICK AND MORTAR PLUG ®--CONSTRUCT CURB INLET CATCH BASIN PER CONB STD-305-L @---CONSTRUCT MODIFIED CURB OPENING CATCH BASIN (CASE A) PER CONS STD-300-L-A. ~CONSTRUCT JUNCTION STRUCTURE PER CONB ST0-310-L @-JOIN CONNECTOR PIPE TO EXISTING CATCH BASIN PER DETAIL ON SHEET 3 50 INSTALL BRICK AND MORTAR END PLUG CONSTRUCT 8' PVC PIPE INSTALL 45' ELBOW FITTING CONNECT PROPOSED 8' PVC TO PROPOSED 18' RCP PER CONNECTION ASSEMBLY CONS STD-312-L CASE -1 CONTRACTOR TO VERIFY LOCATION AND DEPTH OF EXISTING 8" PVC DOMESTIC WATER IMPROVEMENTS @---RELOCATE EXISTING 8' WATER MAIN PER SIPHON DETAIL 61 ON SHEET 3 @---CONSTRUCT 8" GATE VALVE PER CONS STD-508-L @-CONSTRUCT 2" COPPER WATER SERVICE AND CONCRETE METER BOX PER CONB STD-503-L. REMOVE AND REPLACE PCC SIDEWALK AND PAVEMENT AS NECESSARY f-- "' Q_ ::a: <[ OJ ('lJ 0 0 0 ~ "' 0 0 ('lJ '-0, '-('U ~ ...... ~ --~--:::.-_,:"'-· (' ' :.:rP ,/ ,, ,: ,! ' \ \ / !lJ ,--i ' ! 7 ' /JJ ,,,/ ' i ! '- LEGEND ; ' - ' I "lfl~?J1S~;;~~ / ' ' / ' .f¾ I ,.!)'-t-! --... 1.),-..r:.-;- ,,~. .._.__ ---~' --- I I :,~ .. ~- ' ',", .i' ' C Iii . :::-.. ... ),/ . .r::,,·t,~ '! ' ' ''"-., --, -,, ' . -- ' ,.i- i( ,_ '• -------J...Ln.__:-·.:_:· ·::::--~~·~·,-~~'Ji, ~NDEX MAP " -~-"• r A rl--._ ,. ; i ! ~- ~- ~-~ ~-'\;2:1", ~ .. -_ -=--=-.cc .. :-: .. ,;:,-:=::=;:;~. ~ ::::--~--1-Lr-=::::::::' .,_""--I'' , -, "" -----. ,,_,_~::::::::=-~ -=-,,__~ "··-. ..., ~ ,~ -"''°""-= l ,, ~ ,l. ~, .. -= ' ·-~ :.-,. \ ' _____,,,,.,,,-.. ,,,~~-,; --,' ---·-·-·.,.__ -~ ./."\ /• -,-,_ a I 'r~:::-:-:..__,--•·;Y,-•-._-;;_. ••,<:~~~•-;_\\~:c;;r4 ,_ ~- ~- • ru GRAPHIC SCALE ~-"·~ ~--~ r • ' ::_-,_-~"'"~, 4 J.,~~ "> ~ '¼,~--·-,71 -...... ~.,., "'-; ' .t:. « ·, • "~ ·----. ' ~""· '•,,_ ~ ;_~>--. ·-..... ....._ ."" ""~~ " "'-0. ,;:.:?::_~-~:-.... --, ~---,-,"- ,, __ -...... / ~[~~<~> _, .. ~'--Y\"'"-"'-"" ,.. "'· ·-• .L '-"'-.. -, s->. ,// ,/ ~"" -., >-. I .,/ eo: ::--;:, ' I~ ~---.. . - ' Q""f '•, ;tj("' _,,_, --.:,; / _/~ t .... ~...,, '' #i • ~· -(: '' ,'I lD 0 0 [\J '-0' '-OJ - X (V " C: ~ I [\J 0 I -/ .p 0, C-3695 t .----------,----,----,------------------,---,,'°°°"';;,-°"mi:.rn'i:iiii'n"----r--:::-::-:--:-:-:--::::::-:::-::=---:--=::::-:--:::--:--::-:::::-:;----J0 BAY AVENUE AREA PHASE 1 ci STREETIMPROVEMENTS ~ PROJECT ENGINEER o RCE NO. 22882 / @ STREET PLANS 4 THRU 7 SCALE: 1";8Q' IL_-+---+---------------t----10ATE 12/13/os INDEX MAP S8<JS g ,..c==r=I=====-------+--E2~=~~~==t-::::=:-::::-:-:::::-:::::::~;:;:-;:;-;:-~;-;--ir.:;i~~-;;--"i'.:! 1 INCH BO FT 0 40 80 160 240 jxxj STORM DRAIN PLANS a THRu g DESIGNED JL DRAWN swc CITY OF NEWPORT BEACH f---R---~---~S---1ti l _______________________________________________________________________________________ _j_~:'.::::§~:::_ __ L 1-l~!=-]-l=-~-[-]-<[e-=-=-=-=-=-=-J-!-~-~-[-!!S-~ -!;-~-~-~-'.!§ -!2!cc~ .,-,!.... -_ -_-_ -_ -_ -_ -1 +~ ""p~p~'Dj__cH_E_cK_ED~c~~J....DA_TE _ _!Z~/'.2,/~0~__L_.:P_::U:.::B:.::L~IC::_W::::0::_:R::_:K~S_::D:.::E::_P.:_:A::_:R:.:_T:.::.::ME:_:NT.:....._.1..:s:..::HE::ET~2::....:o::_F_1.!...2=-.J? DATE BY DESCRIPTION OF REVISIONS ~ ~ a ,~ l ¾- .ill -~ ("S 0 N'LY R/W 11' I 5' 6' 25' 14' PROP. 2' GUTTER 3' SAWCUT ~-,/ > ,_.,....,, .A"-': ..- 50' 25' 14' .,(: .-----VARIABLE CF ,,s • AND 2' GUTTER-' ;· EX. CONG. CURB_/ TO BE REMOVED E'LY R/W 5' 3' 4' 4' 3' 3' 4' BAY AVENUE FROM STA. 9-1-SO.OO :t TO STA. 13+35.00 :t N.T.S. 20' 12' 20' 12' 2" AC OVERLAY REINFORCING FABRIC MIN 1" AC LEVELING COURSE ---< ,:-----------EX -· '<> • ·• ... ---fx s-01~ ' K{; 11' S'LY R/W EX. CONG. CURB TO BE REMOVED E'LY R/W ::ft L )~~ VARIABLE CF -'~,~ -,. -: ,, VARIABLE CF AND 2' GUTTER-' / 5 , 4 , 4 , 5 , ['\ '-AND 2' GUTTER EX. CONG. CURB_/i--, --~---~--+----'~+-----"-~+--,, I \_EX. CONG. CURB TO BE REMOVED sAJcuT SAicuT TO BE REMOVED LINDO AVENUE FROM STA. tl+S0.80 TO STA. 15+59.65 N.T.S. 0"' Oz oF tO (/) +x "' u.J ;'!:Z (/) ~ EX. PCC °" .,; <( r--1-+ PROPOSED (/) "' AC SURFACE 0.1' GRIND 2" AC OVERLAY OVER MIN 1" LEVELING COURSE I < 0.1' 0.25' REMOVE EXISTING AC BAY A VENUE EXISTING PA VEMEI\IT JOIN FROM STA. 9-1-60.00 TO STA. 9+73.21 2" AC OVERLAY OVER MIN 1" LEVELING COURSE 0 0 ,ri r--+ « N.T.S. ~ ~ PROPOSED AC SURFACE I 0.25••11~1~=::=:;~ruJ⇒ b· \ EX. PCC • Ex."PCC • 0.-1' - PCC GRIND VARIES FROM 0.1' TO 0.0' @ LINDO AVENUE EXISTING PAVEMEI\IT JOIN FR0.'\11 STA. 15+75.00 TO STA 15+94.40 N.T.S. ~/?/~'(<{;'( -SAWCUT AND REMOVE EXISTING PAVEMENT ' ,,-,,'(,; {>..V.,,Z's,A> • '-I . I -1" MIN COLD MILL / GRIND EXISTING PCC I•, '' ' ,1 -2" MIN COLD MILL / GRIND EXISTING PCC I > '> ( ,;1 -3.25" MIN COLD MILL / GRIND EXISTING PCC LINDO AVE AND BAY AVE INTERSECTION CROWN LINE DETAIL 5 GRAPHIC SCALE 1 INCH = 10 FT 10 20 30 7.53 FS 7.50 FS I ' I CROWN LINE CURVE A R=40.00' L=28.51' d=40°50'24" I T =20.36' : .,..:-~----------_ _J _ 7 .41 FL EX AC EX PCC KNOCK OUT WALL ON EX. C.B. • "' ~ + ci 0 u.J 11. ii: II < 0 (2) #4 RINGS R=3" EX. C.B. WALL EX SURFACE " TRENCH WIDTH RESURFACE PAVEMENT SECTION PER STREET IMPROVEMENT PLAN (SEE NOTIE 4 BELOW) GRIND DEPTH FABRIC FINISH SURFACE TRENCH WIDTH GRIND DEPTH FABRIC 2" AC FINISH COURSE AC LEVELING COURSE EX SURFACE RESURFACE PAVEMENT SECTION PER STREET IMPROVEMENT PLAN (SEE NOTIE 4 BELOW) FINISH SURFACE / 1/,: :<~<S~~ 0.4 O.D. BACKFILL MATIERIAL BEDDING MATIERIAL RCP, SIZE SEE PLAN UNDISTURBED SOIL EX AC EX PCC 450-C-2000 CONCRETE BACKFILL BEDDING MATIERIAL (SEE NOTIE 3) MIN. , ., 6" MIN. RCP, SIZE SEE PLAN TRENCH AND BACKFILL PIPE COVER GREATER THAN 2' TRENCH AND BACKFILL PIPE COVER LESS THAN 2' NOTES 1. TRENCH WIDTH SHALL BE O.D. + 12" MIN. OR O.D. + 20" MAX. INCLUDING THICKNESS OF TRENCH SHORING OR SHEETING (IF NECESSARY). 2. BACKFILL MATIERIAL SHALL BE PER STANDARD SPECIFICATIONS SECTION 306.1.3, EXCEPT THAT RELATIVE COMPACTION SHALL BE 90% MINIMUM. 3, 4. BEDDING SHALL BE PER STANDARD SPECIFICATIONS SECTION 306-1.2.1, EXCEPT THAT CLASS 100-E-100 SLURRY MAY BE SUBSTITUTIED FOR SHAPED BEDDING AT CONTRACTOR'S OPTION AND EXPENSE. TIRENCH MAY BE PAVED WITH TIEMPORARY AC PRIOR TO PERMANENT RESURFACING. 141'1-----'-'TR;..;;;:E=-Na...a.C..a..aHaa..alN'"'""'G....a...Aaa..aND=--=B.a..aAC"""'K"""'"F-=IL=L--=D--=ET ....... 'A ____ lc=L _ ~ FER CNB STD-106-L N.T.S. / FINISHED STIREET SURFACE EX. 8" ACP 2" AC FINISH COURSE AC LEVELING COURSE CUT & KEEP EX. REBARS AND BEND INTO CONNECTOR PIPE AS SHOWN WA TIER TO REMAIN PROPOSED 18" SD RCP EX. 8" ACP WATIER TO REMAIN CONNECTOR PIPE SIZE SEE PLAN GROUT AROUND CONNECTOR PIPE •, . .... "" . , : ': \ _;.-~-0 12" B ~,.,_,, A--; ~ '. -, • I ,(. . . ' -! I,.·:·,·.,),,-.• ·-"-1·1 ---{.::....j--+-f ~..-.:_« A. REMOVE INTIERFERING PORTIONS OF WATIER MAIN AND INSTALL 8" PVC ROUGH BARREL x DIP TRANSlllON COUPLING B. INSTALL 8" 45" MECHANICAL JOINT BEND WITH RETAINER GLANDS AND THRUST BLOCK PER CNB STD-510-L C. INSTALL 8" PVC C-900 CLASS 52; BEDDING AND BACKFILL PER CNB STD-106-L NOTE: PRECISE LIMITS OF THRUST BLOCKS WILL BE DETIERMINED IN THE FIELD BY THE CITY INSPECTOR r-(/) 0.. :,: <[ "" 0 r-.. 0 0 - Ln 0 0 [\J ' CJ' ' [\J - 0) " 'C5 @) CONNECTOR PIPE N~? EX CATCH BASIN @----8"'-"""""W=A...a..aTE-=a....aR-=~.;;;;...~-=-IN.a...S=IP ....... H ___ O ....... N _____ _ ll1 d +' C! "" I (") 0 I -/ +' C! C-3695 t ,---------.---,---,--------------,--""T,==--===:::::----,------------------1~ APPROVAL RECOMMENDED BAY AVENUE AREA PHASE 1 8 tJ PROJECT ENGINEER STREET IMPROVEMENTS 3 W RCE NO. 22882 '.:;: ,, ~ 1 g: f== ·~ , k1-,,_"'-_-_-__j_+-_-_-_.t-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-=._-_-_-_t ____ 1 o~ATE~;;=l2.=/=l.3~/;;;;o~s;;;====+----=---=D--ET __ A __ 1L __ s __ A __ ND--s_E __ c_r11o_Ns7 S~c!l=::-:'1S:--::~ ~ ::i lO (f) !iii i---i---r-------------r---i=DE=SIG=N=-ED-'J~L-t::D=RA=-WN~B~WC::........i CITY OF NEWPORT BEACH R-.5800-S ~ ----------~··=='ii!---iil i-r--r---t;==="'1------------------------1----+--t--------------~-jCHECKED DATE PUBLICWORKSDEPARTMENT SHEET 3 OF 12 L __________ _fil_.J..JLJ_ _____ L ____ _J_Jj_J _ _j ___ :_.::._::..==-: ______________ j_ ____________________________ _J_ _ _::::::::::::.. _ _1~[:IJs[Y:::r===]D~Es@lcR!lEIP~TIO~N~O[F]RE5'.1.1~s109EN[s===n1AP!P'[DL=~C~Af'u:::.:.::...:1!!<2/~9/{S,0~5__L~~~~~~~~~~_J~:'.....;~~!£j[ I\.) - ' ! .... ! u, I, .. ·--j-... --· -- ' 0 BEARING/DELTA G N 78'36'00" W N 78'36'00" W 90'00'00" 0 N 78'36'00" W N 78'36'00" W N 78'36'00" W 0 90°00'00" 90'00'00" 9+50 ir--1 ~-~ j ---1-- ' --+- DATA TABLE RADIUS 6.00 6.00 6.00 -' _____ , ---f--- ! I i O _J ---;-__ T _C?. l.J... •• I il.OCO --1---1----; - ' 10+00 LENGTH TANGENT 280.43 94.87 9.42 6.00 67.72 230.53 67.60 9.42 6.00 9.42 6.00 ! 0 ...J i -r--o-~--1-- i O .-' ---l---- 10+50 0 L._ i \ --------! 0 J, .; ---... 11+00 : ' ---7------:- ~--· ! ' t-r-:,t ----__ ,_ .,n,-.____L ___ _c __ ➔ l:1 • ~~ ' ' , : I ' ' ! ------: ----1 ...J I i I.. I "' -..... 0 ! ___ L - I +--' --r --. ____ J____ I : 11+50 12+00 NOTE: IN ALL CASES, FLOW LINE DESIGN IS INDEPENDENT OF THE TOP OF CURB, SO THE CURB HEIGHT WILL VARY FROM 4" (MIN) TO f5' (MAX), UNLESS OTHERWISE APPROVED BY THE CllY INSPECTOR. NOTES: ALL EXISTING UNDERGROUND UTILITIES TO BE PROTECTED IN PLACE UNLESS OTHERWISE NOTED TRIM AND REMOVE INTERFERING TREE ROOTS. 12+50 f : : ' ! ! ; - a 10 ...... r--: i ---:---i' : i I ' u. ------l..-, -:_; '· I I S 0.20% i ---t ----i--· i I i JS= 0.14%' : r---! I+ • I ..... L.~ _r--. ' '¢ ....,: I ! '¢ r---: I i I .,.... - • ·--,·---1------- ---i--'.':'" ---.+---'-------l--__ _, _____ _ I V' -v. I : o; ~----r-. i I i I '-! ___.,, I : n: ,~ I , .Lb PROFILE SCALE HORIZ: 1 "=20' VERT: 1"=2' (C(O) li\'l SY IRUUJ «:ii" D CO> li\'l li\'l (O)ii"IE$ 0---PROTECT IN PLACE (ITEM SHOWN ON PLAN) ~ RELOCATE EXISTING UTILITTES BY PURVEYORS (ITEM SHOWN ON PLAN) ~ UTILllY VAULT LID TO BE ADJUSTED TO GRADE BY UTILllY AGENCY ~ SAWCUT AND REMOVE EXISTING AC OR PCC PAVEMENT, BASE, AND SUBBASE TO 6 INCH MINIMUM DEPTH. ' 0- ,; __ Jq. • ;---+-1-·-i·--~if; ,----~--- !I: ,r·-- &, --11-~ ! I ----1 ------ • I ; u.' I -: ~: ®--SAWCUT AND REMOVE EXISTING PCC CURB AND GUffiR 0-REMOVE EXISTING TREE. _, __ _ i : i --i---r--• i --,---·t· N· -' ,_ . ' i . -----1---r· ! 13+00 GRAPHIC SCALE 1 INCH = 20 FT 20 40 60 i -l-· i ' -----!--...! i ' ' --.. , F~"' r:=? 1 "' CJ,.. l L+--.!. _. _.,,_ ... L. ___ j _____ b,_ -- ,, s----,----! 13+50 -' w ! I i--·r ! t +- 14+00 ---+ 1-- i i,..!r<, :v: _...L.J (:/) i ---L_ -_J __ _ ---!·· I ·~: Q'. . ~! I ·gc42.l J i :-1 L ·-1--·-J -·--! ' ' 1-J I I ' i ' ,.. ! 14+50 0---SAWCUT AND REMOVE EXISTING PCC CURB RITURN AND CURB RAMP. ®---SAWCUT AND REMOVE EXISTING PCC ALLEY APPROACH. 0-SAWCUT AND REMOVE EXISTING PCC SIDEWALK @---REMOVE EXISTING AC OVERLAY DOWN TO EXISTING PCC PAVEMENT SURFACE @--CONSTRUCT VARIABLE HEIGHT PCC CURB AND 2' GUTTER PER CONB STD-182-L @--coNSTRUCT CURB ACCESS RAMP PER CONB STD-181-L-A, CASE J. @--coNSTRUCT CURB ACCESS RAMP PER CONB STD-181-L-A, CASE K. @----GRIND 0.1' PCC AND CONSTRUCT AC OVERLAY VARYING FROM 0.1' TO 0.25' THICKNESS PER DITAIL 14 ON SHEEr 3 @-CONSTRUCT 2" AC OVER GLASGRID 8501 REINFORCING FABRIC ON 1" MINIMUM AC LEVELING COURSE PER ENGINEER'S RECOMMENDATIONS. SEAL CRACKS GREATER THAN 1/4". @--COLD MILL / GRIND EXISTING PCC TO 1" MIN DEPTH ®--COLD MILL / GRIND EXISTING PCC TO '1' MIN DEPTH @--COLD MILL / GRIND EXISTING PCC TO 3.25" MIN DEPTH @--PATCH BACK PAVEMENT Will, ft AC ON COMPACTED SUBBASE. TACK COAT EXISTING SURFACES. @-CONSTRUCT LOCAL DEPRESSION PER CONB STD-304-L @-ADJUST EXISTING MANHOLE RIM AND COVER TO GRADE @--ADJUST EXISTING VALVE BOX AND COVER TO GRADE @--CONSTRUCT 8' WIDE CROSS GUTTER PER CONB STD-185-L @---CONSTRUCT ALLEY APPROACH lYPE "A" PER CDNB STD-142-L @-CONSTRUCT ALLEY APPROACH lYPE "c' PER CONB STD-142-L IL IE <Gi IE li\'J ID) SAWCUT AND REMOVE EXISTING PAVEMENT 1" MIN COLD MILL / GRIND EXISTING PCC 2" MIN COLD MILL / GRIND EXISTING PCC lk:i;;~:;x,;:,S>:;j -3.25" MIN COLD MILL / GRIND EXISTING PCC Lil 0 0 ru " (J', " ru - ~ d ~ >, d "' I st 0 I -/ .p '" '" C-3695 Js ,----------,,----,---,------------------,--"'T"===-:,;====---,------------------------1'.:J 1---+---+------------+---IAPPROVALREC MGED BAY AVENUE AREA PHASE 1 ~ PROJECT ENGINEER STREET IMPROVEMENTS o ~,®)Ji7,,__1 -1 ------------1 -1 RCE NO. 22882 BAY AVENUE PLAN AND PROFILE ;;;, N t~~~~t~~1~~~~~~~~~~~~~~~~~~~~~~~~1~~~ED~Arr~~l~2=/=13rn/~o~s~=~~~~~S~T~A~9~+~74~.~10~T~O~S~~71~4+~5fO~~~g~,~s~~~ c,v1 DESIGNED JL DRAWN swc CITY OF NEWPORT BEACH R--S ~ L _ _J ______ j_ ____ j_ ____ J_ ____ j_ ________________________________________________________________ L_.:::::°'::'~C~A::::__j~~ili'c-::rir:~r=-=-=-=-=-=-=-Q!~~~]2!L~J!f~~llif=-=-=-=-=-=-~rrA~-~-·orrC:H:::EC:KE:::D_.E~J.:D::.:Arr:.:,!3.L!9~0~5~-~PU~B~L:'.IC~W~O~R~K~S::D~E~P~A~R~T~M~E~N~T_l.:'.sH~EE~T-~~0'.:._F_:J~2~t'.: □Arr BY DESCRIPTION OF REVISIONS 0 I ' I -I - ---i- n , ! I --· ~ .. -+-' ,.. : ' ---1---.l ----~· ' ' ,_ ' - I ljw -- • -+--s:1-(/) : ~ _j_ L --t--•·----·-:---· ' .... I ----1- i ' .,..---- i ----r .l. .-t::-. -:~ ----l . . t--. : _____ j_ _ ' ~ '" ! 'r- "' ""l.c) [i: -, I 0)1 ' :--~!1---1-----t r--.1 i ~, 1: I ' I -1--- ! .) __ .. L ----~---~---- ~ I • ! I .-±-.=:-----I -, __ .... ', .. -: j. --;:----, .. .; ----::--->-· -L r--t----rf- i U)· i 0 1 Len-Ji -+----1 I --:---" --·F ! ' ' ' "' __ ; ___ -!.{) ~---------____ j i i I I tQI 1----~--1,.;..7 ---- ' r-..,_ ~ I '---!-• I '- ' i ' i l, __ ----!---: --' ' : i : i i --7-----t··---,_ ' ' - I _ _l __ [ __ _ ' ' I ' --f---' ' ' +-- ' ____ J ____ ( ' i ------+--- I ' PROFILE SCALE HORIZ: 1 "=20' VERT: 1 "=2' «:@ li\1l $ 'ii" IR!. lUJ Cii U@ li\1l li\1l@"ii" IE$ [Ej-PROTECT IN PLACE (ITEM SHOWN ON PLAN) fil--RELOCATE EXISTING UTILITIES BY PURVEYORS (ITEM SHOWN ON PLAN) ~ UTILITY VAULT LID TO BE ADJUSTED TO GRADE BY UTILITY AGENCY 0-SAWCUT AND REMOVE EXISTING AC OR PCC PAVEMENT, BASE, AND SUBBASE TO 6 INCH MINIMUM DEPTH. 0---SAWCUT AND REMOVE EXISTING PCC CURB AND GUTTER r :c .. J. -----+ _j I :------J ----1--! : ---------+ -----i--: • ' i ----i ---r ----, 1 ' i ----j----!---0-SAWCUT AND REMOVE EXISTING PCC CURB RErURN AND CURB RAMP. ©---REMOVE EXISTING FRENCH DRAIN ,.., ... -----:- -! ' ' -~ .. ,. .. I -, t--I '0,: I -I-----'--I I ---'-----~-- i : i ' ' ------------ - ---L -· -/----- 1 ' -··t ' ' :-1--f- --\ ----\---------+-; --...,.._ • I -·-i __ _; -···r I ' I ~ --=1 _:,_ : ----~ -_c_L; i---L I I - __ L_ --+ ' ~ 'S 0.20'> -' i L ·--'---'-'" _____ ., I. i_ ---7 ----\.--·-+---- ,.. : ' ' ' i ' l --~-t--1---1~-T-·-· ~--:-, ~' 1 ~'-'EXISTING ' ' I , , ---+---------:---·FlOWUNE -i : :~ j 'ri ! ' ,~PROPOSED ---'-mOWUNE ~; : I I ' I ! I ,. : -. ------____ .J ___ + --·t-- BEARING/DELTA N 78'36'00" W N 78'36'00" W 90'00'0o" ---j-__ J __ 14+50 15+00 LINDO AVE. SEE SHEET 6 / LINDO AVENUE SEE SHEET 10 __[___ ~ 6TH STREET DATA TABLE RADIUS LENGTH 296.50 325.11 6.00 9.42 / ~- -• Ct: ts Ou + ex:, E: "' 0 -.., ;'r_ 15X74 TANGENT 6,00 - 15+50 0 20 r. "' 20 0 0 "' "' N .;- NOTE: ' ' -----L--!-----i--- 16+00 R/W - N78'36'00"W BAY AVENUE IN ALL CASES, FLOW LINE DESIGN IS INDEPENDENT OF THE TOP OF CURB, SO THE CURB HEIGHT WILL VARY FROM 4• (MIN) TO s• (MAX), UNLESS OTHERWISE APPROVED BY THE CITY INSPECTOR. NOTES: ALL EXISTING UNDERGROUND UTILITIES TO BE PROTECTED IN PLACE UNLESS OTHERWISE NOTED TRIM AND REMOVE INTERFERING TREE ROOTS. I ----1" -+--i ' 16+50 J , 1 ' i----1-, ' I -, __ ' ' i -___ J__ I i . V ,-_J:--_Ji I.J.... j LL i ' ' " --·~---·_j_-··-~---j ____ ----~---,-... ! i : i ., : I , 17+00 I 0 20 ' i i ' -,-· r ' --I --·--+--~----' -' ---, i - i (j)--SAWCUT AND REMOVE EXISTING PCC SIDEWALK i I ..i::::.. I o ,-roP---f --:-.. ----o+ --1 ----1 --------+----+-- CURB; ' ;:,·c:: 0 i i l :......L.: f---1--f-t-I -----t --+ , :_j ! i "-' i --S.;ill.10'1±··:.:..::::l-' -f. --Q--+----· 1-r· ~ ~ z ! i I --::: i -1--·+- "-.i ~--:----+--+-----~--;----+-+:_.\ I.J.... I I LL j ,.. i 0 .,, ' ·-[-----~-+ 0 -i 17+50 ---+-· -- 1 18+00 ' i i ·--1 >--:- ' ' ' ' V I I -------1-----1---+---....! •• -·· ' ' ----!-------r---i ISLAND AVENUE 0 I I 50' .:+ 25' 25' 11 , 1J-.19) --· - Ji !\ • I I 0 0 +-N ISLAND AVENUE GRAPHIC SCALE 1 INCH 20 FT 10 20 40 60 I I I I ' ' ,, ; ' -i ----i-------i -, ' I , i I j--•" i ----,-- ' ' ! ! i ' ! r T 1 : i i I , i 1 r t · ! I r ! i T ---i---+-----!---i l --- - ~ . --_J __ _ ---T - i ' " __ _[___ - ! ---,-- -:- I + I . ---! .... t - I @---REMOVE EXISTING AC OVERLAY DOWN TO EXISTING PCC PAVEMENT SURFACE @-CONSTRUCT VARIABLE HEIGHT PCC CURB AND 2' GUTTER PER CONB STD-182-L @--CONSTRUCT CURB ACCESS RAMP PER CONB STD-181-L -A, CASE J. @-CONSTRUCT 2• AC OVER GLASGRID 8501 REINFORCING FABRIC ON 1" MINIMUM AC LEVELING COURSE PER ENGINEER'S RECOMMENDATIONS. SEAL CRACKS GREATER THAN 1/4". @--PATCH BACK PAVEMENT WITH fi AC ON COMPACTED SUBBASE. TACK COAT EXISTING SURFACES . @-CONSTRUCT LOCAL DEPRESSION PER CONB STD-304-L @-ADJUST EXISTING VALVE BOX AND COVER TO GRADE APPROVAL RECOMMENDED ILIEGIEli\1llI» SAWCUT AND REMOVE EXISTING PAVEMENT 1• MIN COLD MILL / GRIND EXISTING PCC 't MIN COLD MILL / GRIND EXISTING PCC 3.25" MIN COLD MILL / GRIND EXISTING PCC C-3695 ~--+------1---4 8 BAY AVENUE AREA PHASE 1 STREET IMPROVEMENTS BAY AVENUE PLAN AND PROFILE PROJECT ENGINEER RCE NO. 22882 J1,L---+--+------------+---1DATE 12/,s/os DESIGNED JL DRAWN BWC 1---+---+-----------------+-,----1CHECKED DATE APP'D CAP 12/9/05 DATE BY DESCRIPTION OF RE\1SIONS STA 14+50 TO STA 19+50 $'3'}.S PUBLIC WORKS DEPARTMENT SHEET 5 OF 12 f-i (;) Q_ :,: <I aJ tn CJ' 0 0 - tn D D (\J ' CJ' '-(\J - -- -+ •---+-_ _;_ ____ ~----1~---L -r----' ---------/------: - ' i i -;• -·--1-· -· ~·-·-l -· ; L ' ' : i --•--··-' --. --I .. J --- ! L-------; ----t--' ' I I ·---L---:-----1 -I I ' ' i_ __ ;_ - I ' i-: : "' i . i ---~ ---:---------: .. --1---'---~----____ L ____ ,. __ --1 • -... \. .. ,_, -·-·- i : ' I t ___ ; __ ' ' --, --1---1 ---:--- -----1---- ! . I ' ·-I ---! ·r---; ]-i I '-: ! __ 1 _____ L----~--- 1-! i ' ; ' ' ' ' Iv: 1 I ! i---f-·--· ·-·---~ ------1----'----, __ -' I I • I i ' ' ' i ' : : ___ _j ____ r--• 1 ____ ! __ --~---· ;_ --·-__ .. :----L .. _; ---:--~- i L---.:. ' ' ' i i I ----e----r---c---l-.. ! ! i i ' ' ' +-1-_[_ i ---t ---l···- L I ' . ---1 • - ' i ' 10+00 I --r- i -+- I 10+50 4 27 ti , - - "' n 11+00 PROPOSED STORM & S DRAIN PER SHT 9 f/!'$ C) $J -l,j ! i c3; ,---1 -1--··,---• i i : "'' I : i ' t-----" __ .! ~! -::-:-:;'=1 'I--!,.l-1 ' I __ 1,_1n_ ,kl __ ----, · cO 0 I • : • :r .... _r;--.- ---t-- -1----+---, ' ----+-···-./ -----~ I 11+50 12+00 0 0 0 -+ N ' I I 12+50 "' -CD 0 u .; e,>l II I 0 ~ lO "' _; ;(; : 7 20 7 20 0 0 0 <O + N i : i ; --,---, -m U)--i- c., l.J.... i -_j I 13+00 PROPOSED STORM DRAIN PER SHT 8 N43'12'00" E 2 11 R/W ' l--·-'· ···- I -1 L_. ; 13+50 ..- I , i ---1 -i--; --+----··-· ,--- I I I I : I ! ' , ' ,---1--1-'· -, ----,-- i ' i ----! --!-- --+--- i J -; --...... -+--- I ' ! ' i I ' __ ....:.___ I ' _I_ __J r· 1 -- -------i--- 1 ' ! --t-- ! -L __ , ! i l--- 1 ' i r ---+- i PROFILE SCALE HORIZ: 1 "=20' VERT: 1 "=2' (CCC) li\'l $ii IRH1.JJ Cu a CO) li\'l Ii\'! CO) ii IE$ 0----PROTECT IN PLACE {ITEM SHOWN ON PLAN) ~ RELOCATE EXISTING UTILITIES BY PURVEYORS (ITEM SHOWN ON PLAN) ~ UTILITY VAULT LID TO BE ADJUSTED TO GRADE BY UTILl1Y AGENCY CD-SAWCUT AND REMOVE EXISTING AC OR PCC PAVEMENT, BASE, AND SUBBASE TO 6 INCH MINIMUM DEPTH. 0---SAWCUT AND REMOVE EXISTING PCC CURB AND GUTTER 0---REMOVE EXISTING TREE. ©--SAWCUT AND REMOVE EXISTING PCC CURB RETURN AND CURB RAMP. ®-SAWCUT AND REMOVE EXISTING PCC ALLEY APPROACH. (7}--SAWCUT AND REMOVE EXISTING PCC SIDEWALK >< I 8 }--SAWCUT AND REMOVE EXISTING PCC CURB >< I 731-----SAWCUT AND REMOVE EXISTING PCC DRIVEWAY APRON >< 1741-----REMOVE EXISTING AC OVERLAY DOWN TO EXISTING PCC PAVEMENT SURFACE '--' @--CONSTRUCT VARIABLE HEIGHT PCC CURB AND 2' GUTTER PER CONB ST0-182-L @-CONSTRUCT CURB ACCESS RAMP PER CONB STD-181-L-A, CASE K. @---CONSTRUCT 'i' AC OVER GLASGRID 8501 REINFORCING FABRIC ON 1" MINIMUM AC LEVELING COURSE PER ENGINEER'S RECOMMENDATIONS. SEAL CRACKS GREATER THAN 1/4". @--COLD MILL / GRIND EXISTING PCC TO 1" MIN DEPTH @-COLD MILL / GRIND EXISTING PCC TO 2" MIN DEPTH ~ PATCH BACK PAVEMENT WITH ff' AC ON COMPACTED SUBBASE. TACK COAT EXISTING SURFACES. @--CONSTRUCT LOCAL DEPRESSION PER CONB STD-304-L @-ADJUST EXISTING MANHOLE RIM AND COVER TO GRADE @---ADJUST EXISTING VALVE BOX AND COVER TO GRADE @-CONSTRUCT RESIDENTIAL DRIVEWAY APPROACH 1YPE "1 PER CONS STD-162-L @---coNSTRUCT ALLEY APPROACH 1YPE "c:' PER CONB ST0-142-L @-CONSTRUCT CURB ACCESS RAMP PER CONS ST0-180-L -A CASE C @-CONSTRUCT 4" THICK SIDEWALK PER CONB STD-180-L @--APPLY THERMOPLASTIC STOP MESSAGE AND STOP BAR IL IE G IE Ii\'! [l) j_i%"Br<~,~'Wl -SAWCUT AND REMOVE EXISTING PAVEMENT ·\ W>0, :-.. , 1" MIN COLD MILL / GRIND EXISTING PCC 'i' MIN COLD MILL / GRIND EXISTING PCC 3.25" MIN COLD MILL / GRIND EXISTING PCC f--(f) o__ 2 <{ ro 0 0 <fl 0 0 N '--._ a, '--._ N ~ 0 ~ 0 v C ::J I NOTE: c0 0 IN ALL CASES, FLOW LINE DESIGN IS INDEPENDENT OF THE I TOP OF CURB, SO THE CURB HEIGHT WILL VARY FROM -,;: 4" {MIN) TO ff (MAX). ~ DATA TABLE ,,0 C-3695 t: Q BEARING/DELTA RADIUS LENGTH TANGENT L(/ ,---------,,----,---,---------------;--T"".,;=:;;;-;--;;;,;:;;;;;=rn,"--r-----------=-=---------=--:----f/ CD 36"o3'oo· 10.00· s.29' 3.25 BAY AVENUE AREA PHASE 1 ~ "2' N65'21'00"E 125.55' NOTES: GRAPHIC SCALE STREET IMPROVEMENTS ~ ALL EXISTING UNDERGROUND UTILITIES TO BE PROTECTED 1 INCH = 20 FT PROJECT ENGINEER 0 0 N43'12'00"E 237.94' IN PLACE UNLESS OTHERWISE NOTED RCE NO. 22882 LINDO AVENUE PLAN AND PROFILE -:;'." @ N43'12'00"E 195.49' TRIM AND REMOVE INTERFERING TREE ROOTS. O 1 O ZO 4o 5o IV/lL---_-_-_1-_-_-_1~----------~---_-_-_-_-_-_-_-_-_-_-_-_----~~~-_-_j_f-_-_-_1D~A~TE~-;:-J2.::::/:::::::=13;:',;/,~0~S:;;====}--=-:=:-:-::-=--::-:=S:-:T-::A::-1::-0=+0::0:--:T~O::-S:-T=A:-1~31+5~0~~!;;~8:;;96;:-~-i ~ ®@56 N43'l2'00"E 31 •95' DESIGNED JL DRAWN BWC CITY OF NEWPORT BEACH R--S fu'S N65'21'00"E 45.22' □0i1Q _ _...!_14~3!'.:'5~7'.£'0~0" _ _j _ __.!;18~.o~o~·-J__~4~5.~22:·_J__15~5.2_32~_L _______________________________________________________________ L_..=::::::::::_ _ _1'=:-D~A~TEI-=:1Js"YY-=:1-=:-=:-=:-=:-=:-=:-=:1!D-E~s-c~Rl!EIP];TI-02tNLJ-o2EFl-R[E-V1~sili10TuN,.,.s~---_-_-_-_-_-j~A~P---,P~'::-io!..lc __ HE::_c __ Krn::_,2;cA~P~D--ATE:.:.J1~2/~9!J/o~s.J.~P~U~B~L~IC~W~O:'..'.R~K~S~D~E:'.P~A~R~T~M::E;::N~T_Jls'.'.'.H:'.'.EET~6~0:'.'.F-21!:.2:J;:C ---r. &7 i I -r·--! I 1---·f-··· I i . ! .... -----)-- : i --1 ---t --i--- 1 ___ J -----j_ ------ -·---1-- • ' -i ' ' -' ---1·--1.----;-. _j_ - . ------1 I,.., 13+50 24 DATA TABLE Vv14•-00 14+50 15 ,1-00 I 0 0 .,; -+ ..--1 19 R/W 0 0 ci ..-+ ..- R/W PROPOSED STORM DRAIN PER SHEET 8 NOTE: I CD. uo ..;-0 0 II u-:i 0 :r: "' 0 + NLO -.;t-ro . +u' ~~ 7 20 11 2 0 0 ci -+ "' - 2 11 7 28 IN ALL CASES, FLOW LINE DESIGN IS INDEPENDENT OF THE TOP OF CURB, SO THE CURB HEIGHT WILL VARY FROM 4" (MIN) TO 8" (MAX). 15-1-50 0 0 .,; ,,, + "' PVC CONDUIT PER SHEET 8 2 11 JOIN EXISTING ALLEY APRON 73 24 9 28 25 5 z 0 0:: t; u ::, w 0:: 0 t;; ..-z ..;-0 cr, u + Cl ~z w ------i ---,--- , 6-1-00 I R W ALLEY __ J ! : i I _C,___7----r-----· ' : : I i j ----1--:--I ---~ ·--..;. • j PROPOSED STORM DRAIN PER SHEET 8 16-,-50 BRICK/ ! BRICK I + _., _______ i -+----'----i---+-+---+~I i ' i ' ' 17+00 4 • 20· 20· 16+ 9.13 r EDGEWATER AVENUE i ' _______ J ____ ' --'---+ •• i 1 ' ' I ··-·-i -·-·-,------1 I i' ' I --,· --i ---f- I i -!·--T" ' L -~ ----- --------+ _ _j I I + ' --~--~-----' --_i ---_____ i --· I , I I -----.-- I ' . J .. -i---i--, ~ _; -- I i i ·1 -----,-----: ------o ---(----1------r--·--·---r-·- , ; : ---__ j ' T __ , -- ' ' 7----____ , __ I I-------; ---I .. --------+ - i J - - i PROFILE SCALE HORIZ: 1 "=20' VERT: 1 "-2' 0---PROTECT IN PLACE (ITEM SHOWN ON PLAN) fil--RELOCATE EXISTING UTILITIES BY PURVEYORS (ITEM SHOWN ON PLAN) ~ UTILITY VAULT LID TO BE ADJUSTED TO GRADE BY UTILITY AGENCY 0-SAWCUT AND REMOVE EXISTING AC OR PCC PAVEMENT, BASE, AND SUBBASE TO 6 INCH MINIMUM DEPTH. @-SAWCUT AND REMOVE EXISTING PCC CURB AND GUTTER ©--SAWCUT AND REMOVE EXISTING PCC ALLEY APPROACH. 0--SAWCUT AND REMOVE EXISTING PCC SIDEWALK ©--SAWCUT AND REMOVE EXISTING PCC CURB ®--SAWCUT AND REMOVE EXISTING PCC DRIVEWAY APRON @-CONSTRUCT VARIABLE HEIGHT PCC CURB AND 2' GUTTER PER CONB STD-182-L @---GRIND 0. 1' PCC AND CONSTRUCT AC OVERLAY VARYING FROM 0. 1' TO 0.25' THICKNESS PER DETAIL 14 ON SHEET 3 @-CONSTRUCT 2" AC OVER GLASGRID 8502 REINFORCING FABRIC ON 1" MINIMUM AC LEVELING COURSE PER ENGINEER'S RECOMMENDATIONS. SEAL CRACKS GREATER THAN 1/4". @---COLD MILL / GRIND EXISTING PCC TO 1" MIN DEPTH @--CDLD MILL / GRIND EXISTING PCC TO 2" MIN DEPTH @-PATCH BACK PAVEMENT WITH 6" AC ON COMPACTED SUBBASE. TACK COAT EXISTING SURFACES . @--CONSTRUCT LOCAL DEPRESSION PER CONB STD-304-L @--CONSTRUCT RESIDENTIAL DRIVEWAY APPROACH TYPE "I" PER CONB STD-162-L @---CONSTRUCT ALLEY APPROACH TYPE "A" PER CONB STD-142-L @--CONSTRUCT 4" THICK SIDEWALK PER CONB STD-180-L I!.. IE G IE li\'l ID> SAWCUT AND REMOVE EXISTING PAVEMENT 1" MIN COLO MILL / GRIND EXISTING PCC 2" MIN COLO MILL / GRIND EXISTING PCC 3.25" MIN COLD MILL / GRIND EXISTING PCC Ln 0 0 (\J ' CJ' ' (\J - I i N ---- -f I ' _i, ___ ----' ___ ' _______ ._ --i , , i ----:--------' ---__ J __ ---~--- ! .... _] ___ ' ! , : I ,----· ----·1·-···7··--+···-------·--·-· i ,;.,, -~.n c,',~c~r. i ----: • --1-- ! ! ! ~ 1---:·--··'-- ; I I ,--;---~-+-+---+ ···-t----,-t----J•m--...'. ---------' .,; _ --+ V~f sy_PIP~f \ __ ... c __ i ,_ ... ·+··' _, i :,: I 0::: :::;; r i ; · t-.. --,-----f-- :---------+---_j_ ------ ! _____ j -----+ ' ! ... ·--:-----!---I ___ } __ 1 I ____ J __ -!--· -,-- ' ' -•• j··---1.-.---+--- -·· ···-.. -i--1-! .::; -_--_:-_i_ -!-·~ 11 :-:, _J J -=l-_ +-_, _-_:-_---'.,_--_ ·_-_---1 ·_J ~, --_-·_!, ---_ :_·-· ·-----I • ~----1- , -. ' ' I ' 1 i , ' ' ' , i , 1 --; -·-, -----, -, -! -,- : ....,- <C 4 ' C,,Q ,, I ~ ----1-·r • i : i--. ' ! ' -. __ , i ' : ! ----f----;----:-- ! . i I -----' ---, ---f------'--. -f----- 1 I i :s 0.01 25 : ! . r-·-----:----r------'-·-,····-··-··1-· +- ICO ST. 126,89 LF; 18'¢ RCPr(D-,2000) ! : -____ ! -----!------~ -I . , ______ .,__ ' I ! , ! ,. l .. I ' ! T - -T ! ---r - T ---' - -..l., ___ I , Zi ! w -!-----;. --+- <D '°I I'() co, ' '. . ' ' ' ! --!-------: --• -----1--_J ____ ·i··---,-- ! ----,- 15+00 14+50 14+00 LINE TABLE 0 LENGTH BEARING L1 272.32' N15'38'00"E L2 201,02' N4372'00"E L3 18.44' N65'21'00"E L4 13.17' N74'22'00"W L5 12.17' N74'22'00"W L6 16.08' N11·4t16"W L7 12.17' N46'4B'oo·w -- 12+oo ......... CB /14 12+65.00 LINDO A VENUE 44-i--------~ TC=7.51 L=3.5' H=3,8' ----------- PVC SLEEVE 29 0 C1 C2 CB #3 12+57.00 44 LINDO A VENUE TC=7.56 L=3.5' H=4.0' LAT A-3 SEE SHEET 10 CURVE TABLE LENGTH RADIUS ANGLE TANGENT 10.83' 22,50' 27'34'00" 5.52' 17.40' 45,00' 22'09'00" 8.81' ! : - - - --, - -J----- ' L - I ---i --~- 13+50 i ---------- i --· --1----· _J__ I ·-·--1 • , ' ! _j_ + -+ ---~ I ! -i .. - . l··· ! /------- ' i : I ·,---. 1 • I -·~ 0. 025 ! --! ··"·---.... L ... ---,-· I ' ' I I ' , ! ,----·; - CONS 218.86 lF 1,8"¢ RCf (D-2000) t-------i-- : 13+00 12+50 LAT A-2 SEE SHEET 10 --'--- l r-· _J ! I l . I ---, ------- I 1 , l t t ;" ,n 1 ' ' ' 0 ' ( I : • I ----+---1---- 1 >'+ >'l ·z------z--r-----) -~ I j i ... i ______ ( _____ ----1-----:---· ;_ __ i ! ; --+---- ! I ---•• -I, ; i ' • r : i I. ' , ___ , ___ .,___ ,---i-----!--- 1 I i i -~-11-,- : i I CONS 1 ' 164.89 LI: Hf'¢ --r·-__ , i I --' ____ I ___ _ -----1--! \ ! ! 7. ' I CP; (D-,-2000): ; ' ' I : ; ! i -~ -:----~---1····-- • ------1-·-·' ---1--· ------1,---j I I I I : , ' ! ' - -_j_ -I ! 1-- ! ! ' -.J .. .i ,' .. ,o >+ zo ! . •. 1··· i i - ---·-··· ·-' -. __ ,____ .I - - PROFILE SCALE HORIZ: 1"=20' VERT: 1 "=2' «:: (Q) IN!$ "il" [RHUJ C"il" U (Q) IN! IN! (Q)1l"IE$ 0---PROTECT IN PlACE (ITEM SHOWN ON PlAN) f9 )---SAWCIJT AND REMOVE EXISTING PCC CATCH BASIN >-- 71>---SAWCIJT AND REMOVE EXISTING PCC JUNCTION STRUCTURE ,_ 72}--REMOVE EXISTING RCP ,... 175)---REMOVE EXISTING PVC >--129}--INSTALL 4" PVC SCH 40 SLEEVE WITH PULL ROPE AND CAP ENDS ._, @--CONSTRUCT 18" RCP (D-2000), TRENCHING AND BACKFILL PER CONB STD-106-L AND DETAIL 41 ON SHEET 3 @---CONSTRUCT CURB INLET CATCH BASIN PER CONB STD-305-L @---CONSTRUCT JUNCTION STRUCTURE PER CONB STD-310-L ®--JOIN CONNECTOR PIPE TO EXISTING CATCH BASIN PER DETAIL 47 ON SHEET 3 @---RELOCATE EXISTING 8" WATER MAIN PER SIPHON DETAIL 43 ON SHEET 3 ®----INSTALL 8" GATE VALVE PER CONB STD-508-L 12+00 11+50 11+00 10+50 10+00 ®--CONSTRUCT 2" COPPER WATER SERVICE AND CONCRETE MffiR BOX PER CONB STD-503-L REMOVE AND REPlACE PCC SIDEWALK AND PAVEMENT CB #1 14+82,00 LINDO A VENUE 44-i-------~ TC=7.47 l=3.5' H=4.0' NOTE: INSTALL 8" GATE VAf..VE PRIOR TO SIPHON. ~~ ' -------- •• ~R=12· t INT STA 11+77,65 (LINE "A") STA 1+00,00 LAT A-1) STA 1+00,00 LAT A-2 H=J.O' MH #1 STA 11+78.65 T A-1 SEE SHEET 10 46 GRAPHIC SCALE 0 10 1 INCH = 20 20 FT 40 60 --- RC 7 --------\ 71 JUNCTION STRUCTURE 63 \ I I \ I I \ I I \ I I \ I I \ I AS NECESSARY @---CONSTRUCT 8" PVC PIPE @r-INSTALL 45' ELBOW FITTING @-CONNECT PROPOSED 8" PVC TO PROPOSED 18" RCP PER CONNECTION ASSEMBLY CONB STD-312-L CASE -1 CONTRACTOR TO VERIFY LOCATION AND DEPTH OF EXISTING 8" PVC NOTE: CATCH BASINS SHALL HAVE GALVANIZED LIDS. "' 0 0 (\J '-"' '-(\J - E C-3695 .s V) APPROVAL RECOMMENDED BAY AVENUE AREA PHASE 1 / 1-----+----+--------t----j: &i. STREET IMPROVEMENTS ~ PR 8 R -22882 STORM DRAIN -LINDO AVENUE ,,, ,---:==--==-!-~=--=⇒, -==--==--==--==--==--==--==--==--==--==--==--==--+⇒=--=~-t1-D~ATE~~~l~2~/=tr3~/o~~5~~~:tcmro8~S~TA~10~+~00~T~O~S~T~A~175+~2JO~.Si8~~td !□ ~ DESIGNED JL DRAWN BWC CITY OF NEWPORT BEACH R--S -'----1--1----------------+----< CHECKED DATE 8 12 7 L ____________________________________________________________________________________ L__:::::::§~'.:._ _ _[~CQCC===:J~~~~~~c==::::rEP!~'DL==-.£~P~=.21!!/~~o~J_~P~U~B~Ll~C_::W~O~R~K:S~D~E~P~A~R~T~M~E~NT.'.,_J..:SH~E~ET~~O::__F ~~; DATE BY DESCRIPTION OF REVISIONS ~ ~ --i- ·---<----------:-----: i ! n :- ,--:•,-------~--!- ' ' I I -·--· >---- - -i ,o ~ !"" ~~ !A "~-~-r:--:· ' _L ' ,., ----<--· ----- I ----1----- , ~ ! .... -_, --,-' +-- ' ! :---------I I I i --1----1 ___ j___ I ... 1 ' --. - :,..-::U. : ' ' ---< i CL 22.24 ff --·+ i : ... l. ---!--. ! ! 15+00 ' ' ' t ! ---~-·-r---: ___ j __ L_ -i---___ : ___ ;_ ~--!--! --______ ,_ --: ---• --t----t-----t ----~---r I ------' -I··-------·--·L-~)-_T __ _ i 0.. --lz "' ' . -:----- ' ' --+-- -i ' -t----+------· .. ' ! J j__ ---+----- • -:------i ·-f- ' ' : i i :----t-----+. ' : i ----L --i --·-·: -- 1 ' ' ·i --------l· ·-~ , I i i-~ '!-t" -··--i ---·' ---i----:--.. - _ j---·-·1-----·----!-------+---+'!'t 'r'--f---------! ' -I N ,I SHED SURI; AC ;~ ::a i ! i : : ✓ : ! I I : i : ', ' ' I I _i_....,. __ : ___ , ---i--•• '.-----!--'-+-----\-.....C...C.....--~----', -__l__ 1··---'· -1 .. -·:,-·-•_ -'-·:= 'I ii'.1 I -,------- ' j i ; i ! i : : , , 1 I I : J , 1 'tfi"T• I i , --(NEAR PH #5 --~,--TO,_ P--\4.BB_) X ~NK 7--', EX a:• ACP DW-1'\ I UTILITYl4" METAL/ , -_ \ ! ! ,, I\ ~---L_ i ii !\ ' ' .L _____ .. ___ J..._ I ' I I ,DUCT AN~ , I : _, - ! --,---f I ! _j ----: ------r i --f- -:---' ---, --- I --- I, I ,. ___ I i •·-·-.. ' L ___ j -- ' ' l •. !-·-· - 0.. ! --•• I ! _____ [ ----+---- "-'' CL ! 0.. I ! CL-----z,- 6 C!) ! 1-----. ' w fD ! ---CN-v -----ot.6--· INN O>N '°'" I--:· I i ! 1 ' : I ! ~ --~-------i I ' ; • ·t -I INV 4.27' -_, -CAT--';1A-5n--- 1 ', ..-II 11, ,-.II _, -------L ' ' CONST 163. 8 LF 1,8"¢; RCP 1 -2p00 I i t-.. , ! ----.. T - - I i --· -:---- l ......=+--i l ! : I I + ' I ' ' -l • ..j ---t ' --·-i ' ' ' I ---1---1-, ' ! I l i ! --1 - ----1--1 ·r·---:-·--- ' ' ' ' ! i ' ! ____ ] ----i -- i ' i +----i--- i --·-, ---·---,--,---' ' ' ! -T L I ' __ i --, --!·--+·-"" =~ .. -. ~---_.:_ __ -..!.~ - ' i ' . ~ ·---~· : . : ---, :s b.o_ 201 I j-----C ---f-- -- ' ' ' ----!---: '-------!----t- ' 1 Cl NSlj 16,5.32 LF' 18 ¢ ~CP i [D~2000J ! •• --~ ··-r--T ! ' -__ 1 __ ;_ I l : ! ' ---+----·>·· ,--f------------1- A \/C•t..ll I,-i ··--------·1------t-----,- ' ' I ---.. ------,--- iL l,,1.1_\...I l!\Yl..'I,'--' ----.. ~---. -· -i---____ J._ 1------+-- 1 · 1----i-' ' ---;--·-------r, --f -- i ----\---- ! ! J 15+50 16+00 17+00 17+50 18+00 a· ss CB #5 11+12.50 45 LINDO A VENUE TC=7.68 L=3.5' V=3.9' LAT A-5 SEE SHEET 11 LAT A-6 SEE SHEET 11 CB /j6 15+50.00 BAY AVENUE 44 TC=7.78 L=3.5' H=3.4' 'r--- NOTE: BAY AVENUE BAY AVENUE CATCH BASINS SHALL HAVE GALVANIZED LIDS. ' I __ ,_ -1-- 1 T l ! ' t t-- I i I ! I , , ! I ' , ' -;-----!---i ·-------:-- ' i : : i ' -···· __ , ______ --' i i 'I -_L ---. ! . --+--0.. • -,---+--~-----\ ' ' ' ' i ' ' ! c---r ---l---i -1, ---~--r- i -1----_j _____ j_ .. __ . _L __ __j_ ____ J i i I 1 ' ! : ~ .. ·i- : ; i / i , : I ! ; ~ -~+---,--r I --· : ---:---,----:--. -,-;...._ :--: -i i ' I ---1--- 'U i I i ' i ----···-·-------t--+-- i -__ j ·- -----:----,--- ! ' ' ' ' ' _,i, __ ,-' ' ,.,, +- LO! "' ··+---f I ~> ~:d-_j ____ _j__ ----, ---:J-z ----co-z ----•-I i -_j -~~ -, I ' I ---<--- ' I I i ' I -· -----4-·--·---,----+--________ ,_ --------~---i-i ri A \/: ~ \ lr-jt.. I Ii-! IJ t I i fr\ L ii, J L -, !-j -· -•----+- ' ' :co ST 173.69 LF LB"¢ RCf' (D-2000) --., ' • -f------· - ! T I --I ' ' ' ---1--... --t i ! l ' '-,,;-f-L ! ' ' ~----~-t- T -:-~- ', : __ : ____ .!. ! i. -'r -- ' ! ' i : ! +--' ' ' --+- ! i -... j. --1 I I i ! T I i I -f----,---+ -----+-. ' _L -'" I ' I ' i __ J_ - -----t- i --·--' . ----· r----; I ·-;-~ --1,, ; L ' ---i ' PROFILE SCALE HORIZ: 1 "=20' VERT: 1"=2' 18+50 19+00 19+50 20+00 0 LAT A-7 SEE SHEET 11 CB #8 17+20.00 ~:c:BAc..Y:....:..,A VE=N=_ .. 44 TC=7.81 L=3.5' H=3.2' ( . II/ I O / I 1- 5 ' 25 CURVE TABLE LINE TABLE 0 LENGTH RADIUS ANGLE TANGENT 0 LENGTH BEARING C1 10.83' 22.50' 27'34'00" 5.52' L1 272.32' N15'38'00"E C2 17.04' 22.50' 22'09'00" 8.81' L2 12.17' s74·22'oo"E C3 44.75' 22.50' 113'57'00" 34.61' L3 13.17' N74'22'oo·w C4 23.56' 45.00' 30·00·00· 12.06' L4 201.02' N4312'00"E C5 17.67' 22.50' 45·00'00· 9.32' L5 12.17' S46'48'00"E C4 17.67' 22.50' 45·00'00· 9.32' L6 16.08' N11'47'16"W L7 78.06' N65'21 '00"E LB 15.01' N4B'36'oo·w L9 295.64' S78'36'00"E L10 11.64' s11 ·24•oo·w L11 21.20' N21'52'01"W L12 11.67' s11 ·24•oo·w L13 17.67' s11 ·24'oo·w L14 13.37' NOT21'44"W L15 60.69' S78'36'00"E L16 10.01' N56'24'00"E L17 145.59' N7B'36'oo·w L18 10.01' N33'36'QO"W «:@ 1M $1' !Fl llD <Cull @ 1M !Nl@ulE$ 0-PROTECT IN PLACE (ITEM SHOWN ON PLAN) fil--RELOCATE EXISTING UTILITIES BY PURVEYORS (ITEM SHOWN ON PLAN) @---RELOCATE EXISTING STREET LIGHT CONDUIT @--CONSTRUCT 12" RCP (D-2000), TRENCHING AND BACKFILL PER CONB STD-106-L AND DETAIL ON SHEET 3 @--CONSTRUCT 18" RCP (D-2000), TRENCHING AND BACKFILL PER CONS STD-106-L AND DETAIL ON SHEET 3 @----CONSTRUCT BRICK AND MORTAR PLUG @---CONSTRUCT CURB INLET CATCH BASIN PER CONS STD-305-L @-----CONSTRUCT MODIFIED CURB OPENING CATCH BASIN (CASE A) PER CONS STD-300-L -A. @--CONSTRUCT JUNCTION STRUCTURE PER CONS STD-310-L @-JOIN CONNECTOR PIPE TO EXISTING CATCH BASIN PER DETAIL ON SHEET 3 @--INSTALL BRICK AND MORTAR END PLUG @---RELOCATE EXISTNG WATER LINE PER DETAIL 61 ON SHEET 3 @----CONSTRUCT 8" GATE VALVE PER CONB STD-508-L f--V) Q_ :s: <[' ,-._ (') Ln -0 - if) 0 0 (\J ..,__ O' ..,__ OJ - 0) 3 " >, d cq oil 0 " C: _J I "" V) I O' 0 I -/ C: 0 L "' E C-3695 ti -P .--------....---,--..---------------,---..-A""'PP""'Ro""vA"'"L"""REa::-co""M:-:::ME:-:::ND""ED---,,---B-A_Y_A_V_E_N_U_E_A_R_E_A_P_H_A_S_E_1-;::; 1-----+--+--------+------l ~!3 L ~ PROJECT ENGINEER STREET IMPROVEMENTS ;::: RCE No. 22882 STORM DRAIN-LINDO & BAY AVENUE 5 '-l'l!-'-.i.ffilrlYl-1---=--=--=-i-=--=--=i~-=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=-i-=--=-j~~·= ... = 'JJ~,,.~,,-~==t-----=-=-=----==~==-===~=r:.-=:::-~~~-1~~, u DATE '-J ,g_c..,~ STA 15+20 TO STA 20+45 .$895 , DESIGNED JL DRAWN BWC CITY OF NEWPORT BEACH R-~o.AA--S cq GRAPHIC SCALE 1 INCH 20 FT 10 20 40 60 f---~--=~--1□ L ___________________________________________________________________________________ .1_ _ _::::::::::=_ _ _JtQ!~I:=t1r==t======J~~~~E!L~J~~j@~I:_======t~'!flc::.:HE::.:c__:KE:=_D_2.~::.:DA~TE~~~L_.':PU~B~L~IC~W'.:O'..'.:R~K:::S..:D'..:E:'.::PA~R~T!..'.M~E=N~T~Ls~H'.:EET::._;~_:o::F_1~J] DATE BY DESCRIPTION OF REVISIONS APP'D CAP 12/9/05 ~ r-J - - ---- ---_,_ --+- i ' ·-·-·--t----j---l--:--- i ! ' ' ' i ----1--r--.-- ! ---/_..,.-_ _l_ --1----, i ---i-- 1 I i --,-+- i ! ! ----! ---___ _[__ ___ _ i ' ! _J_ __ -~ --+-- ' ·---T·· •.. l-------- I ; ---; ----- ' ' i i r--+----;-- - ----1·-·-·r ·--·-.-·-· ,--I : i I f -r-; ---~1,· ·"·-··+·····r· , ' ' --f----!---:----, -+ -' : i .... ' ' ' - - l .. I : -. : u ' A : . : : ....... ' ' : " -----;-----' 0 L1 L2 L3 L4 L5 L6 L7 LB L9 L10 L11 L12 L13 L14 L15 L16 L17 L18 0 C1 C2 C3 C4 C5 C4 ' ' . ~ -.. .:1_ ·-i / i -+---: i--t : / I ' , I ' ' ----1--t ' i -·-----: --' ~---1------j __ - , __ --, ------r-- 10+00 LINE TABLE LENGlH BEARING 272.32' N15·3s•oo·E 12.17' s74·2too"E 13.17' N74·2too·w 201.02' N4312'00"E 12.17' S46"48'00"E 16.08' N11·47'16"W 78.06' N65·21 'oo"E 15.01' N4a·35•oo·w 295.64° s7a·35•oo"E 11.64' s11·24•oo·w 21.20' N21 ·5to1 ·w 11 .67' s11·24•oo·w 17.67' s11·24'oo·w 13.37' NOT21'44"W 60.69' s7a·3s•oo·E 10.01' N56"24'00"E 145.59' N7a·35'oo·w 10.01' N33·35•oo·w CURVE TABLE LENGlH RADIUS ANGLE 10.83' 22.50' 2T34'oo· 17.04' 22.50' 22·09•00· 44.75' 22.50' 113°57'00" 23.56' 45.00' 30·00·00· 17.67' 22.50' 45·00·00· 17.67' 22.50' 45·00·00· i __ j .L i I -c---~ I 1's1.\ 11 v 4.76 l i 1'82': II V 4. 76 ! : ell r, 11. C'"' ' L. -~----._.. ' ! : , I .J , ! -, L _] -- • I ---1- ' I .,. i i t ' --'-----_, ___ -----t -:----.l ! ··-···-·-, ----1 -----t---- 1 ' -__ L__ I --1 l i ' ' ' -1-------r---- ---. ,- '· -L ' , .. ' : I L... ----+---+--; -·-: - - . ' ·-· -------1--------· --·r-I • ·--1--- i I L __ _ I ----+--- I 10+50 11+00 ----· --------- r--- :;:, o+oo I ' I 7 I , I 7TH STREET TANGENT 5.52' 8.81' 34.61' 12.06' 9.32' 9.32" j__ --+- -~ ---------~----l--~--+------ _ ___! __ .) __ I I ' ---:----I -----i---i----- i , : I ' ' ' t ·,' '--'-,-__ , ' ; i ! __ , __ ! • ' L -·-r··-. --___ • ___ ! --~ ---f-- S'-O. 042 ! 1 I s , I , -! ~ -i -~¢) '7 --~r ! • ! -.L •. -t---1 ·----i--+ .,. ! ' 1--t . Ii • J ! : I I ' I ! --i __ - I i ' ' •-------i ! --i --------+---1----1--- , - ---f----I- --i__ . ! ' ' i ' ' ---~--i --}--------1----~--!---7--i • --:----' ___ ,______ ----!--····•·-·-' ···--!-: --1 +------t-' ' ' ___ J__ -+----: -----i -j ' --i--. ' I r - .. ' ' i _j__ --1---I ' I I ----I -----: ---!----' ' I , i , _ j=-' _g•VEtsg_PI PE~-- 1 : : : i i ! i ' ' ----L-- I ' !---! S 0.0033 ! I i ~---· ·+-! i i j_ I I ! ----_, _____ , __ l __ , __ , ______ . ;. -----!-- -' f---_,_ ' -1---1- ! : --!-··--·i ----_ _, ' __ j ____ J ____ l_ -~---- ' ' ' ' I ! r i ' I----- ' ' -·' --1- Ai T[ T'\ I ! i I i I.J --<--i __ ---i---~. f i ! ' ' -__ j ____ l --t·---_j ______ -----!------!-____ L __ ! . ! ! ' i i ' I I ---1---r ' ' ! ' I ~----~---1- i ' ' . __ J ... j __ L ' I ----1--· ··r-- ' ' ! + -- ' ! I ; ! ~ ·----1---!·-·· _J_ -- ---;_ ___ ; __ I i I -1-·-·t· -,----: ---, i ---1----~-------i--J ! i I i i ... , .... J i --·-\- ! i ----j------~ --- -+-- i ' ' ' __ .:. ___ i----L·--· V ' !,.. V ' V -----1 I --+--I- i ! I I --7--,--' ' ; -----1----!--------,-- --+ ' i ; I ---••• ,.J __ _ --•-------- ! : I i ·-.. ' ... I __ )__._ ! -·· -,----_I .. : ' --1---I ---_, ____ ' - i i l -. • ----•---·--;. --' ' . ----~----~ ----!--- I ' r---------+---- i i --!-,. -+-- ' i ] I l. ··' -·-··-' -'··----____ , __ -:--- ' ' ' ! ·-i·---;--·-· --~--C ---- ! ' -i ---' .. T .... ------- 1 j , _L_ ' ' --~-• ---~ ' ' ' ' i ' •••• ----l---··t·-· -!• •• !__ -·. ____ j _____ ' I ---I I i I . --[-- ' 1----~----"----I .. _\ ·---[---------~--! ' ' ' ' I ·r • I··· --' • -1 •• -• 1 I ' ! I ..• ----,-··--1----------: -- PROFILE SCALE HORIZ: 1 "=20' VERT: 1 "=2' 10+50 10+00 10+50 11+00 11+50 12+00 ' ' \ 41 12+00 11+00 C m't llRICK"'f'c-ci-BRIG ft--~ RIGK---'0-LE-smeK-&---Pee~:-·: ·:.~*:~' '. '. ,,:·1~-~ -· ---____ Jo.' ·····-···-·-···-··--·--. -+-----------------11+33.65 BAY A VENUE 46 H=1.00' BAY AVENUE RL CABLE ELEC, TEL. 0 10 GRAPHIC SCALE 1 INCH = 20 FT 20 40 RL CABLE ELEC. TEL 60 . ·" ·::y--.,,_ - ::::--'::::::::~i==-====-:13,E~!'&..EQL.cABL t ! rf+tk~26 ------,,-- 1 : - BAY AVENUE ~----~-~44 TC=7.76 L=3.5' H=2.4' [Li I ±l ClOl li\1I $ii" IRl lUI Cir D (O) li\11 li\11 ©ii" lE$ 0----PROTECT IN PLACE (ITEM SHOWN ON PLAN) ~ RELOCATE EXISTING UTILmEs BY PURVEYORS (ITEM SHOWN ON PLAN) ~ lJTILllY VAULT LID TO BE ADJUSTED BY UTILl1Y AGENCY @-CONSTRUCT 12" RCP (D-2000), TRENCHING AND BACKFILL PER CONS STD-106-L AND DETAIL ON SHEET 3 @--CONSTRUCT 18" RCP (D-2000), TRENCHING AND BACKFILL PER CONS STD-106-L AND DETAIL ON SHEET 3 ®--CONSTRUCT CURB INLET CATCH BASIN PER CONB STD-305-L @--CONSTRUCT MODIFIED CURB OPENING CATCH BASIN (CASE A) PER CONS STD-300-L-A. @-CONSTRUCT JUNCTION STRUCTURE PER CONS STD-310-L @--JOIN CONNECTOR PIPE TO EXISTING CATCH BASIN PER DETAIL ON SHEET 3 ®---RELOCATE EXISTING WATER LINE PER DETAIL 'A' ON SHEET 3 NOTE: CATCH BASINS SHALL HAVE GALVANIZED LIDS. f--V) Q_ :S: <[ I[] (") ,..__ ~ I[] D D [\J " IJ' " [\J ~ E C-3695 6 ,-----------....----,----,-------------------,----,..,..,,==,.,-=====-----,.-------------------------1;'.;; 1----+----+------------+---lAPPROVAL R COMMENDED BAY AVENUE AREA PHASE 1 s PROJECT ENGINEER STREET IMPROVEMENTS 3 RCE NO. 22882 STORM DRAIN -BAY AVENUE ;, t-=--=--=-J~-=--=-1-=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=-1-=--=-~l-;D:;;ATE~::::12:::::/=13:::::/ir.l>S~o=====J-------=S:....:TA..:....:..:10:....+5:..:0:....:T..:O_:S:..:.T:..:.A...:.13:_+..;.02:_.2~6~$3~if::'=S7""":=---I~ DESIGNED JL DRAWN BWC CITY OF NEWPORT BEACH R-~S [:'j L _______________________________________________________________________________________ _j_ _ _:::::::::::::__J:-D~A~TEI-=tJsrr-=1-=-=-=-=-=-=-=EJD-E~s~c-R~IP~n2io-N~o2f'FJR!E~V1-s~1-o~N1s-=-=-=-=-=-=-=Ll-A~P~P-'Dflc::.:H::EC::_:KED:_.!i.c~AP:JD::.:A.:_:TE_1!!2!J./9!L/Q:os~_:'.P::U~BL~l~C~W~0~R~K~S~D~EP~A~R::_T~M~E~N'.::T~l:'.sH~E~ET_:1~O~o~F_:1~2~ 2 -- ' ' , -+---1--. ; ! ----1· ,- '. 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I .,-.. --•--· ..!. . -+ 1 I I ' ' -1 --!-. ' .. + . ..L ! I I _L __ ----~-·-r --T---~---- i ! . t ·-.. h •. i . i ! -·1·· I ' -----r- I -_[ ____ , ' ' ··--·! . _J_ i -j •• ·+ i T ... l 1---·l--. ·1 -·-, ! _._J._ . ;. . -;- I ,- i ' ··-; ... -\ .... J. \ t---; . --;-·-·-,.___ . l ! [---+-··-, _, __ . I • . --f·---- _ .. 1-. + ! I I. I ,. I I --t-- !--· !·· . i-. !-- : " i--+--- L ---1-··1 ···-·t· I i I -1-_l__ ·<- ! !- .. -I ! ' ' ' .. , --i--··-t-· ·-' • ' I 1 ' ----!--- .. + .. +·· --1---·-'.----- -!. • --·-1· • I .. --1-- i j I ... +·-·- I I -i ' j-·· I .. __ ,, I . i•• i .\ ! P.H. # 1 16" CIP WATER 8.33' SE OF SDMH 25.07' NE OF SCE-MH 1 e m P.H. # 2 6" GAS ELEC. CONDUIT Q 22.58' SE OF SCE-MH 29.35' NW OF PP BUENA WSTA AVENUE >; /,/Lp'I / / . BAY AVENUE AVENur BAlBOA Blvo P.H. # 4 ELEC., TEL. & CABLE CONDUITS 19.82' SE OF WV 18.37' NW OF SIGN P.H. # 4.1 UNKNOWN 4• METAL PIPE 19.82' SE OF WV 18.37' NW OF SIGN fj i;} • ' ,, LL:v __ w / ~;TLT 1r:-· , ;.,·? BRICK 1'·:.r. SIXTH STREET LOCATION MAP NOT TO SCALE I ~/', _1//// v<' / . \ L~~ •\~ -~5□ BRICK O BRICK () ' . '-'-~•' ====e-A"J;:tt:-.=;-;-__ P.H. # 5 WATIER, 16"x8" TEE 2.42' S OF WV 32.71' NW OF SIGN 8"S.=-, BRICK & PCC BRICK BAY 0 LINDO AVENUE POTHOLE DATA TABLE (SAF-R-DIG) PH# ST LOCATION EG ELEV DEPTH TOP ELEV DEPTH BOT ELEV SIZE MATERIAL TYPE TO TOP TO BOT 1 BAY AVENUE 2.50' 3.93' 16" METAL DW 2 BAY AVENUE 3.80' 4.30' 6" METAL GAS 3 LINDO AVE 2.50' 3.16' 8" ACP DW 4 BAY AVENUE 2.95' 4.60' 24" PVC IE/TV /TEL 4.1 BAY AVENUE 2.55' 2.88' 4" METAL UNK 5 BAY AVENUE 3.00' -16" METAL DW 6 BAY AVENUE 3.10' 4.38' 12" PVC E/TV 6.1 BAY AVENUE 2.70' 3.03' 4" METAL UNK 7 BAY AVENUE 2.75' 4.36' 14" PVC E/TV 8 BAY AVENUE 3.40' 3.90' 6" METAL GAS 8.1 BAY AVENUE 1.95' 2.12' 2'' METAL UNK 0 BRICK 0 • CABLE [/ PAVEMENT SECT 1.00'PCC/0.20' AC 0.10'AC/0. 70'PCC 0.65'PCC/ AB 1.00'AC/0.50'AB 1.00'AC/0.50'AB 0.30'AC/0.60'PCC 0.40' AC/0.50'PCC 0.40'AC/0.50'PCC 0.60'PCC/0.30'AB 0.10'AC/0.70'PCC 0.30'AC/0.45'PCC SOIL SM SM SC SC SC - - - - SC SC SCE MH () -y,,_ ~. (" "\ P.H. # 3 s• ACP WATER 15.22' E OF SDMH 16.11' SW OF FH BRICK I I BRICK I I BRiCKI '" ' I k E!x. _ 12" ACP SD P.H. # 8 6" GAS 15.87' NE OF TMH 12.02' NW OF GUY WIRE f-- "' Q_ :,: <[ r---(\J 0 (\J 0 - P.H. # 7 AVENUE ,. 10 GRAPHIC SCALE 1 INCH = ZO FT 20 40 60 ELEC., TIEL. & CABLE CONDUITS 24.11' S OF STOP SIGN 35.15' NE OF SCE MH I ,, I. ISLAND A VENUE -I -/ +' cu C-3695 t .---------..----------------------..--------------------------------It; >---+--+------------+-----IAPPROVAL RECOMMENDED BAY AVENUE AREA PHASE 1 s PROJECT ENGINEER STREET IMPROVEMENTS 3 RCE NO. 22882 '.;; 1---------l---+-------------1-----IQATE .12.h?./05 POTHOLE PLAN 5g~s. g ~===~===~======================~===~o=Es=1GN~ED~:JL~~=oR~A W N : : s : w c = ~ l - C - I T _ Y _ O _ F _ N _ E _ W _ P _ O _ R _ T _ B E _ A _ C _ H - - r - - : : R : - _ - : : ~ ~ ~ - ~ S : - l ~ DATE 12;9;05 PUBLIC WORKS DEPARTMENT SHEET 12 OF 12 2 CAP