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HomeMy WebLinkAboutR_5962_SCITY OF COSTA MESA VICTORIA ST VICINITY MAP NOT TO SCALE SYMBOL LEGEND • POWER POLE Osco SANITARY SEWER CLEANOUT 0SMH SANITARY SEWER MANHOLE ~ FIRE HYDRANT IWM WATER METER BOX & SERVICE □GM GAS METER -------®----VALVf. POWER POLE ANCHOR n t.10NUMENT -x-x-x-FENCE BLOCKWALL TREE SHRUBBERY ..LLL. .LLL. ..LLL ..LL,L. !!!""" :::;,:,:,:,:,: ---- ASPHALT PAVf.MENT BRICKWALK CONCRETE BUILDING EXISTING COl'ISTRUCTION PROPERTY LINE ----NEW CONSTRUCTION ---l.---CENTERLINE ----S----SEWER LINE -----W-----WATER LINE ---G---GAS LINE -E--POWER LINE -T--TELEPHONE LINE --{;A TV-CABLEVISION LINE -SP--SPRINKLER SYSTEM PROJECT LOCATION Oct,4tv JOHN WAYNE AIRPORT C ~" ;i' a ~ CITY OF IRVINE UN\\IERS\1'1 ABBREVIATIONS AC ASPHALT CONCRETE DIP DUCTILE IRON PIPE VCP VITRIFIED CLAY PIPE RWV RESILIENT WEDGE VAL Vf. FE FLANGED END MJ MECHANICAL JOINT NTS NOT TO SCALE RT RING TIGHT Slll STEEL ABAND ABANDONED IP&T IRON PIPE AND TAG MON MONUMENT CATV CABLE TV DWY DRIVf.WAY co CLEANOUT (SEWER) ARV AIR RELIEF VALVf. B/APPR BACK OF ALLEY APPROACH EV ELECTRICAL VALVf. SW SIDEWALK WWF WELDED WIRE FABRIC MLCCSP MORTAR LINED CEMENT COATED STEEL PIPE RCSCP REINFORCED CONCRETE STEEL CYLINDER PIPE t) 4"A.C. CORING INFORMATION RECORD DRAWINGS :a: STREET LIGHT SIGN ...... =----~..... : ;:··, .. ., ........ :~~111:.:: II le ... _.,_,_. 11d II llll1 • t, Ill'. ◄---• .... .., ..... -, • .,.,.._.,.. .. ...., I= ==:j GARAGE OPENING ///// WINDOW * SIPRIN KLER CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG EMERGENCY TELEPHONE NUMBERS DAY SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COt.1PANY AT&T CITY OF NEWPORT BEACH (UTILITIES DEPARTMENT) ORANGE COUNTY SANITATION DISTRICT TIME WARNER CABLE UNDERGROUND SERVICE ALERT MCWD IRWD (800)-427-2200 (800)-611-1911 611 ( 949 )-644-3011 (714 )-962-2411 (714 )-338-2060 (800)-422-4133 (949)-574-1000 (949)-453-5456 NIGHT (800)-427-2200 (800)-611-1911 611 (949)-644-3717 (714 )-388-2000 (800)-422-4133 (949)-631-1200 ------~' GENERAL NOTES 1. ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION," 2003 EDITION AND SUPPLEMENTS TO DA TE, EXCEPT AS OTHERl'l1SE STATED IN THE CITY'S STANDARD SPECIAL PROVISIONS, OR IN THIS CONTRAcrs SPECIAL PROVISIONS. 2. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR Vf.RIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD PRIOR TO BEGINNING OF CONSTRUCTION. 3. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR, DIMENSION, AND FINISH TO ADJOINING IMPROVf.MENTS. 4. P.C.C. SHALL BE CLASS 560-C-3250. 5. CONTRACTOR SHALL ADJUST CITY UTILITIES (e.g. SURVEY MONUMENTS, SEWER AND STORM DRAIN MANHOLES) FRAMES AND COVf.RS TO FINISHED GRADE. ALL OTHER UTILITIES SHALL BE ADJUSTED TO GRADE BY OTHERS. PUBLIC WORKS DEPARTMENT 6. PROPOSED IMPROVf.MENTS SHALL JOIN AND MATCH LINE AND GRADE OF EXISTING IMPROVf.MENTS. 7. ANY DISCREPANCY IN THE DRAWINGS OR SPECIFICATIONS SHALL BE CALLED TO THE IMt.1EDIATE ATTENTION OF THE CITY OF NEWPORT BEACH PUBLIC WORKS DEPT. FAILURE TO DO SO WILL PLACE RESPONSIBILITY ON THE CONTRACTOR FOR CORRECTION. CORONA DEL MAR 8. CORRELATION OF DRAWINGS AND SPECIFICATIONS. ANY WORK NOT INDICATED ON THE DRAWINGS BUT CALLED FOR IN THE SPECIFICATIONS, OR VICE-VF.RSA, SHALL BE FURNISHED AND PERFORMED AS THOUGH SPECIFICALLY INDICATED AND CALLED FOR IN BOTH. ANY WORK NOT INSTALLED ACCORDING TO DRAWINGS AND SPECIFICATIONS OR ORDINANCES AND LAWS SHALL BE REPLACED AT CONTRACTOR'S EXPEl'ISE. STREET REHABILITATION PROJECT -PHASE 2 CONSTRUCTION NOTES C-4140 APPROVf.D: DIRECTOR OF PUBLIC WORKS R.C.E. NO. 36106 APPROVf.D: ""□""EP"'"u""rv""p"'"u""'BL'"'"1c""'w.,.,.o""'R"'K"'"S ""□ 1""RE""'C"'TO""'R/'""c"'1TY=E,..,.NG""'1 N""E""E"'"R ""'R"""'. c""". E,...,. N""O,..... 4""79-61 J C ( ,'v" LOCATION MAP NOT TO SCALE ! i \ • . /• ' • .. DATE: ______ _ DATE: ______ _ AS BUILT BY PT 28 JULY 2010 r-----------------------------------1 0 PROTECT IN PLACE. 0 EDGE TAPER COLD MILL EXISTING A.C. PAVf.MENT PER DETAIL ON SHEET 23. 0 COLD MILL EXISTING AC PAVEMENT 2" MIN. G) REMOVf. EXISTING A.C. PAVf.MENT AND BASE AND CONSTRUCT 4" A.C. OVER 6" BASE COURSE. © PROTECT IN PLACE ALL CITY LANDSCAPE AND IRRIGA TIDN FROM DAMAGE. @, 0A-101( !Ent PER DE'1111L eu 311cc, !9. THIS ITEM WAS REMOVED FROM THE CONTRACT. 0 INSTALL GLASGRID 8502 PAVEMENT REINFORCEMENT LAYER AND LEVEL COURSE. © CONSTRUCT VARIABLE THICKNESS A.C. LEVELING COURSE. © NOT USED ® EDGE TAPER COLD t.1ILL EXISTING P.C.C. PAVf.MENT PER DETAIL ON SHEET 23. @ NOT USED @ CONSTRUCT 2' THICK FINISH COURSE ASPHALT OVERLAY. @ REMOVE EXISTING AND CONSTRUCT TYPE "A" CURB AND 18-INCH GUTTER, PER CNB STD-182-L. @ REMOVE EXISTING AND CONSTRUCT TYPE "B" CURB AND 18-INCH GUTTER, PER CNB STD-182-L. @) NOT USED ® REMOVE EXISTING SIDEWALK AND CONSTRUCT P.C.C. SIDEWALK PER CNB STD-180-L. ® ~p~~~cilXl~EG I A~fR C&NBS°W-fu'._ fs8f COMMERCIAL DRIVEWAY @ REMOVE EXISTING AND CONSTUCT P.C.C. RESIDENTIAL DRIVEWAY APPROACH TYPE I PER CNB STD-162L OR STD-163L. @ REMOVE EXISTING AND CONSTRUCT P.C.C. STANDARD CROSS GUTTER PER CNB STD-185--L. @ SAWCUT FULL DEPTH, PLACE 4" THICK PCC BASE AND INSTALL RAISED TRUNCATED DOME TILE PER CNB STD-181-L. Q REMOVE EXISTING CURB ACCESS RAMP AND CONSTRUCT CURB ACCESS RAMP, ~ CASE H, PER CNB STD-181-L. @ NOT USED @ NOT USED @ REMOVf. EXISTING CURB ACCESS RAMP AND CONSTRUCT CURB ACCESS RAMP, CASE K, PER CNB STD-181-L. @) NOT USED @ REMOVf. EXISTING CURB ACCESS RAMP AND CONSTRUCT CURB ACCESS RAMP, MODIFIED CASE I, PER DETAIL A ON SHEET 23. @ REMOVf. EXISTING CURB ACCESS RAMP AND CONSTRUCT CURB ACCESS RAMP, MODIFIED CASE J, PER DETAIL B ON SHEET 23. @ REMOVE EXISTING CURB ACCESS RAMP AND CONSTRUCT CURB, ACCESS RAMP, (BY OTHERS). f,;;;\ REt.10VE EXISTING CURB ACCESS RAMP AND CONSTRUCT CURB ACCESS RAMP, 'el MODIFIED CASE K, PER DETAIL C ON SHEET 23. @) REMOVE EXISTING SPEED HUMP AND CONSTRUCT SPEED HUMP PER DETAIL ON SHEET 23. ® REMOVE AND REPLACE WATIER VALVf. BOX AND COVER ADJUST TO FINISH SURFACE ELEVATION, PER CNB STD-511-L. @ ADJUST SEWER/STORM DRAIN MANHOLE FRAME AND COVER TO FINISH SURFACt ELEVATION, PER CNB STD-111-L. @) REMOVf. AND REPLACE PULL BOX/WATER METER BOX TO FINISH SURFACE ELEVATION PER CNB STD-502-L OR STD-503-L. ® ADJUST SCE/TELEPHONE/GAS MH/VAULT, PULL BOX, VALVE TO FINISH GRADE (BY OTHERS). @) NOT USED ® PRUNE AND REMOVE TREE ROOTS. INSTALL ROOT BARRIERS PER CITY SPECIFICATIONS. AND TREE PROTECTION ZONE STANDARD. ::;;, 7 7 l 7 l l I 'I :..L :-----------------------------------I @) GRIND CURB ACCESS RAMP/ACCESS WAY LIP. SHEET INDEX 2 TO 4 5 TO 8 9 TO 12 13 14 TO 15 16 TO 17 18 TO 19 20 TO 21 22 23 No. 65329 xp. 9-30-11 CIVU, ~ TITILE SHEET ACACIA A Vf.l'IUE BEGONIA A VENUE CARNATION A VENUE PACIFIC DRIVf. FIRST A Vf.NUE SECOND AVf.NUE THIRD A VENUE FOURTH AVf.NUE STRIPING PLANS DETAILS ® NOT USED @) NOT USED @) REMQ~ EXISTING A.C. PA'@,4ENT ANO CONSTRUCT 1-1/2" FINISH A.C., OVER 3-1 /2 BASE A.C., OVER 6 BASE COURSE. @ REMOVE AND REPLACE WITH NEW SURVEY MONUMENT FRAME AND COVf.R TO GRADE PER CNB STD-116-L. PROTECT SURVf.Y MARKER IN PLACE. @ REMOVf. AND REPLACE SEWER CLEAN OUT AND COVER TO FINISH SURFACE ELEVATION. Q ADJUST TO FINISH SURFACE ELEVATION, PER CNB STD-511-L. ~ CONSTRUCT HEADER CUT @ COLD MILL EXISTING 3" AC PAVEMENT AND CONSTRUCT 2.25" THICK FINISH COURSE ASPHALT OVERLAY. C-4140 '' □ .-A-P-PR-O-VA_L_R_E-COM-ME-N-DE_D ___ A_P-PR_O_VA_L_R_E_CO_M_ME-N-DE-D---.-A-PP_R_O_VA_L_R-EC-O-MM-E-ND_E,.D __ ....,,R"'Elll""E"'WE""D.--------.-------------------2 • GENERAL SERVICES DIRECTOR UTILITIES DIRECTOR TRAFFlC ENGINEER R.C.E. NO. 45521 PRINaPAL CI\/IL ENGINEER R.C.E. NO. 569B0 TITLE SHEET CORONA DEL MAR STREET REHABILITATION PROJECT· PHASE 2 l,:D::,:ATE.:,:_;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;,t.. ____________ ....,. _____ --1~ DATE DATE DATE DESIGNED DRAWN CITY OF NEWPORT BEACH R 5962 S -------, --------------:,__P_TA_U_SC_HE_R,___PT_AU_S_CH_ER_, 1--•....;;...;....;.._ • ..;.....,a'i CHECKED FT DA: SEPT 2009 PUBLIC WORKS DEPARTMENT SHEET 1 OF 23 n ' >----+----+----+--------+-----+----+---------+-----+-----+----G----+-----+-----+--------+-----+------+---------+-----+-------l, 85 80 79 ,•, -- -' ----- 80 "- ----80 - 79 7+25 CONSTRUCTION NOTES CD PROTECT IN PLACE. 0 COLD MILL EXISTING A.C. PAVEMENT PER DETAIL ON SHEET 23. 0 COLD MILL EXISTING A.C. PAVEMENT 2• MIN. ri:'I REMOVE EXISTING A.C. PAVEMENT AND BASE AND CONSTRUCT \21 4" A.C. OVER 6" BASE COURSE. ® CitACIC 31!fl.L P l!f\ i,r,I tit SIJ 31 IEEf fEl. - -- "' -- (i) INSTALL GLASGRID 8502 PAVEMENT REINFORCEMENT LAYER AND LEVEL COURSE. @) COLD MILL EXISTING P.C.C. PAVEMENT PER DETAIL ON SHEET 23. @ CONSTRUCT 2" THICK FINISH COURSE ASPHALT OVERLAY. @ REMOVE EXISTING AND CONSTRUCT TYPE "A" CURB AND 18-INCH GUTTER, PER CNB STD-182-L. --- -- C co cc - L - -- - 8+00 --L --- u_ .,, - ACACIA @ REMOVE EXISTING AND CONSTUCT P.C.C. RESIDENTIAL DRIVEWAY APPROACH TYPE I PER CNB STD-162L. @) SAWCUT FULL DEPTH, PLACE 4" THICK PCC BASE AND INSTALL RAISED TRUNCATED DOME TILE PER CNB STD-181-L. @) REMOVE EXISTING CURB ACCESS RAMP AND CONSTRUCT CURB ACCESS RAMP, MODIFIED CASE I, PER DETAIL A ON SHEET 23. ® REMOVE AND REPLACE WATER VALVE BOX AND COVER TO FINISH SURFACE ELEVATION, PER CNB STD-511-L. @ ADJUST SEWER/STORM DRAIN MANHOLE FRAME AND COVER TO FINISH SURFACt ELEVATION, PER CNB STD-111-L. -- -- -----·-,,,~ -• L ---. .. -- ----- SCALE 1" = 20' , L , , -- , • -.-j •11v::, ' -·- PROFILE SCALE VERT. 1" = 2' HOR. 1" = 20' "' ..... T u, u 1·--. L V . ....: - . '_) "' ' u 9+00 10+00 R/W 50' 10' 15' 3/8" (21-8' ~---LIP. •i-----=\::.F__,,\_,,_ ___ "" ' c.-\---=-16-.-:i-----T ~ \ I ~ I '® ---EXISTING PAVEMENT • 13 TYPICAL SECTION NTS . - 15' 8' ,,{_2 I • AS SHOl'IN ON DRAWINGS OR MARKED IN THE FIELD ., I ' , .. n . . "- v._. --OH O OT ,:::-, L! _.j.. I'~ '-'--' -GJ ..,_ __ --. a . . '-~ .... ,,._ ---... _.,, --, --- . "- --- = ...... ' , , ,v, .... ' .... --- ,. 11+00 R/.W 10' 3/8" ~--r"-'UP 1 _____ ~~: • ~ • 13 - 12+00 \ \ AVENUE • No. 65329 Exp. 9-30-11 <l'~,;:,,. CJVI\, ~ ~-I!'~~ • . u_ >-w _J _J <( ,... 84 C:CI / 85 ' 84 L;, u:' .... "' 85 13+00 0 ' ,_, ,n 7 0 ~ n c-, r--1 I ,_ ,_. c-' ' _j LJ n c-c ·, LJ -, C) ' u_ LJ <C " c- c-LJ LJ c_ c-(/J u c-LJ LJ L (/) ;, 0 (_) ' D lfl c-LJ LJ C C- C' 0 D ~ C C-4140 ~ ------------------------------It: ·i: CORONA DEL MAR C) n 'Q ,_, ~ u STREET REHABILITATION PROJECT -PHASE 2 ,~ -ACACIA AVENUE E t------.,,.,,.,""""'---;,---................... =,."'"""".._, ____ ..... _____ .... □ DESIGNED PT DRAWN PT CITY OF NEWPORT BEACH R-5962-S b t-,--~~----+------1 1-------~ CHECKED DATE PUBLIC WORKS DEPARTMENT SHEET 2 OF 23 LD FT 28 SEPT 2009 - -- -- 0 - u - --,. , -- - • ---- --u, w, ,. --._ , 85 -• ----IU -' u. - • ' " ,·, ----- 0 --85 -----w in .- L -- l.C . 13+00 14+00 ACACIA CONSTRUCTION NOTES 0 PROTECT IN PLACE. too'\ REMOVE EXISTING CURB ACCESS RAMP AND CONSlRUCT CURB ACCESS RAMP, 0 COLD MILL EXISTING A.C. PAVEMENT PER DETAIL ON SHEET 23. 'el MODIFIED CASE I PER DETAIL A ON SHEET 23. ,,;:;,.. REMOVE EXISTING CURB ACCESS RAMP AND CONSlRUCT CURB ACCESS RAMP, G) COLD MILL EXISTING A.C. PAVEMENT 2" MIN. ~ MODIFIED CASE J, PER DETAIL B ON SHEET 23. ® 8R1l18II Se),L ~-R Bef:l,IL BIi 611eif ii ® ~~o~BA~fo~ff~!fE ~imJJtf stPRWvy MMAii~~E~NT ~t~E~ AND COVER TO GRADE Q) INSTALL GLASGRID 8502 PAVEMENT REINFORCEMENT • LA YER AND LEVEL COURSE. @) EDGE TAPER COLD MILL EXISTING P.C.C. PAVEMENT PER DETAIL ON SHEET 23. @ CONSlRUCT 2" THICK FINISH COURSE ASPHALT OVERLAY. 4 @ REMOVE EXISTING AND CONSlRUCT TYPE "A" CURB AND ~ SCALE 1" ~ 20' 18-INCH GUTTER , PER CNB STD-182-L @) REMOVE EXISTING SIDEWALK AND CONSlRUCT P.C.C. SIDEWALK PER CNB STD-180-L. - -,. ------ 15+00 R/W - a, T 0 - -- IV Cl I -- 10' -- - --- (/; ' -,,., . ' ' -- . ., --- .. . .. 16+00 15' -- <O u, - -- c, '._•,) , ·7 (_;) 50' --- --- ----- PROFILE SCALE VERT. 1" = 2' HOR. 1" = 20' 516 15' --3/8" 2_A 8' ,_ 7:. "~". • • ...,. ':J -----1-. LIP~~~\--"----~--1, ~ * ,:,,,,,, ~ 16 .....__ EXISTING PAVEMENT • 7 12 I 13 TYPICAL SECTION NTS --- . ' I :_,) ... "' -----;, 0) ,-, C -, ·•. u u - L ' ' ' -- , w LC: u L I V' ,-. -' 0 <O 96 97 96 ,.... L.-' -. ' '--'' - , 0:: 96 -u. ------I,,< u. 17+00 18+00 19+00 : __ 1 i I ~ : N ; : ~ .L l ~ '1 I 24' I ~II '/;_711 ~;, ..... /1) 70' ~ ;to· =-,1/ ~--· -· '-!! -· ·--I" 'J' .L ...J '.L 11■111~ 520 600 AVENUE R/.W 10' I • 13 • No. 65329 • Exp. 9-30-11 _ / 602 ----- 604 606 '.Il .L LJ '., -, C-4140 c1 CORONA DELMAR ~ jj ' STREET REHABILITATION PROJECT -PHASE 2 ~ ACACIA AVENUE 1' 1----....-----,....;;._ __________ "T"-=~~~~-t □ • AS SHOWN ON DRAWINGS OR MARKED IN THE FIELD .i>~~ cmi,,/,$// -~ OFcA\.~ DESIGNED PT DRA'IIN PT CITY OF NEWPORT BEACH R-5962-S i; CHECKED DATE PUBLIC WORKS DEPARTMENT SHEET 3 Of 23 d FT 28 SEPT 2009 --t----+-----------+------+------------+----------+----+----------+-----+------------+------+------~-------------i110 96 95 96 .:. 95 .. ,· , , , ,· Ul V C'I I ~ . -,.., '. . ... . " ,, - ' u. "" 0 " .... ...... -- N . I ' ; I I - I • ; I -·,~ -I, LL ..I. N i,.,1 ._.,Ml o. '\ ' w u. -. • .1 Jin IV en ---: . ' • -(_J, cc -• V "' ,,, -'' - --,,.. "' "' -0 --,._ 0 "' .- ' ,,.. 0 r - - 0 '. en u ,, 0 - ,,, .. -' - en ..... (_ 1 - cc 0 -- -- -112 111 112 111 L u C u cc ' n ', c..:,_ 96,__ __ ----j-.. ~-----·---~·----o-'------,....:c-' ---~---~------ts•--·-----hc~-tr,c-----t",c'c._' -~-,_·_· ------j--------------t------f-------------j------t----------------t------j _r, r---en ,, 95 . ., . ~ ,,, u h' ... ·c ______ ~-----,,.,,...-----➔•,,:-----+-.. ~.-----+--------.'·'-----~----+-----+----t----~-----+-----+-------,-------------,------t-------------------+-------t,...----------------+--------, C PROFILE SCALE VERT. 1" =2' HOR 1"=20' I------__Jt;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;t;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;t;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;t;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;t;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;t;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;t;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;1.. ______ .J;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;t;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;!;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;t;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;t;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;L..------I ,., 19+00 20+00 21+00 616 618 ACACIA CONSTRUCTION NOTES G) PROTECT IN PLACE. @ COLD MILL EXISTING A.C. PAVEMENT PER DETAIL ON SHEET 23, @ COLD MILL EXISTING A.C, PAVEMENT 2" MIN, © OA.l:Oll BEAL ~ER 6ET/.lb &ti ii l[[f .@ii (2) INSTALL GLASGRID 8502 PAVEMENT REINFORCEMENT LAYER AND LEVEL COURSE, @ CONSTRUCT 2• THICK FINISH COURSE ASPHALT OVERLAY. @ REMOVE EXISTING AND CONSTRUCT TYPE •A" CURB AND 18-INCH GUTTER , PER CNB STD-182-L @) REMOVE EXISTING SIDEWALK AND CONSTRUCT P.C,C. SIDEWALK PER CNB STD-180-L r;;::,. REMOVE EXISTING CURB ACCESS RAMP AND CONSTRUCT CURB ACCESS RAMP, ~ CASE H, PER CNB STD-181-L r,;;,, REMOVE EXISTING CURB ACCESS RAMP AND CONSTRUCT CURB ACCESS RAMP, ',eJ MODIFIED CASE I PER DETAIL A ON SHEET 23. @ REMOVE EXISTING CURB ACCESS RAMP AND CONSTRUCT CURB ACCESS RAMP, MODIFIED CASE J, PER DETAIL B ON SHEET 23, r,;;;'\ REMOVE EXISTING CURB AC<;ESS RAMP AND CONSTRUCT CURB, ',eJ ACCESS RAMP, (BY OTHERS). @ PRUNE AND REMOVE TREE ROOTS. INSTALL ROOT BARRIERS PER CITY SPEOFICATIONS. Q REMQ)!f: EXISTING PAVEMENl AND CONSTRUCT 1-1/2" FINISH A.C,, OVER ~ 3-1/2 BASE A,C., OVER 6 BASE COURSE. 22+00 R/W 10· 15' 23+00 --+-, ,_ ----- - 704 706 708 98' "' "' ,.. I + ' ,,, I N 2301 24+00 25+00 D EX ABAND 6" CIP AVENUE 50' R/.W 15' 10· OOS,NG !.ENT~ ,i---_,8,_' /-1-/._c......::2"-----iif J -----c~CC ,J - STA 19+00 ACACIA TO 23+18 ACACIA TYPICAL SECTION NTS • AS SHOWN ON DRAWINGS OR MARKED IN THE FIELD • 13 • J) OJ c, j) 0 '.L LJ n • '1 SCALE 1" = 20' u ' No. 65329 Exp. 9-30-11 ~cmi.4D, ~ OF CAL\t__,,,,. • C-4140 -'" □ ,-----------------------------0-=: CORONA DEL MAR STREET REHABILITATION PROJECT -PHASE 2 ACACIA AVENUE ., _, □ ~ n L 0 ~ J, □ --::.-::. ·n 1-------,,,.,,.,.,,.,.,.-------------------------1□ DESIGNED PT DRAI™ PT CITY OF NEWPORT BEACH R-5962-S ~ 1-C-H-EC_K_ED---+-DA_TE ___ _, 1-SIEET--------<F'; FT 28 SEPT 2009 PUBLIC WORKS DEPARTMENT 4 OF 23 n JOIN EX 73 72 73 72 5+25 5+00 • I 2329 \ \ ;-7i I \ \ ,. 0 . , ' ,II "' u Ul VJ - "' - "' "' t-u, . ::, ' w ,n u.. EX 18" RCP) , -__c --"' u.. 0 , -,n u.. ..-J LI. "' u.. . . .. "' ',, > ' .. 6+00 EX 18" CMP,,.-- ,,_ "' •• .., " __. ..,_~ I u.. -- ' ---. , .. ~ , " ... H ,., . , , . . . • , 7+00 I -----------------~--------------------- CONSTRUCTION NOTES\ 0 PROTECT IN PLACE. @ COLD MILL EXISTING A.C. PAVEMENT PER DETAIL ON SHEET 23. @ COLD MILL EXISTING A.C. PAVEMENT 2• MIN. © 8fih :flit §E::L 13E" 81!'1 tit 81~ !I IEEf l□. 0 INSTALL GLASGRID 8502 PAVEMENT REINFORCEMENT LAYER AND LEVEL COURSE. @ CONSTRUCT 2" THICK FINISH COURSE ASPHALT OVERLAY. @ REMOVE EXISTING AND CONSTRUCT TYPE "A" CURB AND 18-INCH GUTTER , PER CNB STD-182-L ,.;,.. REMOVE EXISTING AND CONSTRUCT TYPE "B" CURB AND \!.31 18-INCH GUTTER , PER CNB STD-182-L. 50' 15' '--EXISTING PAVEMENT_) 13 STA 12+93 PACIFIC TO 8+22 BEGONIA . . 1.n u_ • "' . R 'W ----- r c,::: -, ::n -- ,, '.C "' ao ::, ' .,.... O' (/) "' ----- L -' LO X1 -- -- ,1 Ar'I-A I ''I-II.I ------ N " TI ---- - :n ' -- 0 ::n -- -- -- ,-, -- --- "' ~ u --u_ 1,.::--, --,, j) u.. c-tj- :XJ r--- "' w --,, -- ' 8+00 9+00 10+00 15' R/W 50' R 'W r--------------------------- 1 10' 15' t 15' 10' 13 STA 8+22 BEGONIA TO 10+60 BEGONIA 0 --- - 87 -86 88 87 ---87 10+50 10' SCALE 1" = 20' F ~ ' C C r ,, ' I CL I '-· I, CL I u_ [L c-, , u_ [L c-'" l cc ' ,- ,, I l ,r _L u_ [L I u_ u_ LL c- lL LJ u; ':, ® REMOVE EXISTING SIDEWALK AND CONSTRUCT P.C.C. SIDEWALK PER CNB STD-180-L ~'FESS/~ L @) REMOVE EXISTING CROSS GUTTER ANO CONSTRUCT CROSS GUTTER PER CNB STD-185-L. TYPICAL SECTION ,,,, '1,.\llG ~ ~ CORONA DEL MAR I C-414O ~ r----------------------------t:'-' ® ~~ii1if1/2~J1:Nf ~~~Bot.ffiESl ~~MrH:r 2~?NSTRUCT CURB ACCESS RAMP, • AS SHOWN ON ORA'MNGS OR M~:EO IN THE FIELD I~ ~ I STREET REHABILITATION PROJECT -PHASE 2 ~ @ REMOVE EXISTING CURB ACCESS RAMP ANO CONSTRUCT CURB ACCESS RAMP, • No. 65329 • BEGONIA AVENUE ii' MODIFIED CASE J, PER DETAIL B ON SHEET 23. Exp. 9-30-11 1----....,.,,.,,.,.,,.,.,...--T"""-----------""T'""=~~~~,'2' @ ~~~~~ g~~-NfB$ui-/l-iR~1~ss RAMP AND CONSTRUCT CURB, ~!!i' civi~~ DESIGNED PT □RA'M-l PT CITY OF NEWPORT BEACH R-5962-S ~ ® REMOVE AND REPLACE WATER VALVE BOX AND COVER TO FINISH SURFACE ELEVATION, PER CNB STD-511-L. ~ CAL CHECKED DATE PUBLIC WORKS DEPARTMENT !HET 5 OF 23 , ci L-------------------------------------------------------------------------------------------------------------------..L.---~FT ..... ,(;l2B""Sail;E:;.:PT..,2~0::,09:.&.. ___________ ..... _______ ,_ 1----------l-------+-------+---+------+-------+-----+---+-------t------+------+-------+---+-------+----------t--------t-~~-94 ------- ~::::::::::~::::::::::::::::::::~::::::::::::::::::::::::::::::::::::::::::::::::::===t::::::::::::::::::::===i::::::::::::::::::::===t=::::::::::::::::::::::::::::::::::::::::::::::::::=i=::::::::::::::::::::=t=::::::::::::::::::::=t=::::::::::::::::::::::::::::::::::::::::::::::::::*::::::::::::::::::::*::::::::::::::::::::*::::::::::::::::::::::::::::::::::::::::::::::::::$=::::::::::::::::::::=t==::::::::::::::::::::$==::::::::::~-=;::-~-2-~~~;::::::::::::::::::::===R,~==i~ 93 --~ C --- + CD -- -:::;::'. ;~-~- ~::::::::::::::::::::i==::::::::::::::::::::t=::::::::::::::::::::::::::::::::::::::::::::::::::=i==::::::::::::::::::::=i=::::::::::::::::::::⇒::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::~::::::::::::::::::::t==::::::::::::::::::::=!==::::::::::::::::::::::::::::::::::::::::::::::::::$::::::::::::::::::::=$::::::::::::::::::::⇒~~ ~L ::::::::::::::::::::::::::::::::::::::::::::::::::~-;:=;-::;;:::;;::-=$::::::::::::::::::::⇒~~: ::::::::::::::::::::~==*===$==~95 ..,-LL cTJ ~ ---94 -------, ... ~ (/ --- 88 87 88 L n r:c ,-- "- --------- L -- ' • c_c r· o:: ----- -- <f) I EXISTING SURF CE AT CENTER LINE, '\ ' ----- -L ,,EXI TING Nw LY FLOW JNE -- NL.::• 0 aJ ti: -- ' -- EXISTING SE'L Y FLOW LINE --1------ lr·-- D IL ,- -- -- 0 cc: - ,c >-- <D • :c, c::;·, CX) i:: ~"- p u --- _ ........ u=i'~ 9 + ~ sd- ~ ~.:::.. en ..__..~LLCO . a d g c,, ..... ' ..... ' ' _J (' ~ LL I..('; --.. ---- ---- c_c r. _, <D '-• c-- (_, ") -- ---L ----.... -·' - LL l: ~ lJ I"") I•') 0) Ul --- er -L d> ::r: ii: --------- '93 88 tt~co...:-------+-------+-------------l----==la---a----=f=-'==-==-----;cc,------+~~-------+=-~'------t~-~------,~'-----~~f=-----t~'~·--~"f)--t----t-~-----------t-----,-----,,-----------,-----1 -----------, " / ;· 1~ i--,, x;, ~ :s 'T ,,~. ,, ~n -----::::::t ' L ::-J r'. '.X) -,~, 87E:==::::::::::::::::'.'.t~~~~~t;::::~~=::::=:::::~~~::::::::::::::::~~~::::::::::::::::::::~s;.;:::::::::::::::::::=t~=====~~c-'.~::::::::::::::::t~;·•::::::::::::::::::::~~~-•::::::::::::::::~:::::::::::::::::::::::::~::::::::::::::::::::~::::::::::::::::::::t=::::::::::::::::::::!==::::::::::::::::::::::::::::::::::::::::::::$::::::::::::::::::::*::::::::::::::::::::i::::::::::::::::::::::::::::::::::::::::::::=f::::::::::::::::::::=f:::::::::::::::::::::::: ~ ---'---,,-1 ,.,.. cc·. ~-n ,::,:: n :)_) CC) 10+50 11+00 12+00 13+00 427 429 431 433A 435 437 439 441 443 PROFILE SCALE VERT. 1" = 2' HOR. 1" = 20' 14+00 10' .15'. 15' 10' 445~1 • ' 501 1/2 15+00 16+00 503 505 509 513 -~ 5• ® - ----.l.......=-1--=-=-= .......... =-=-=-==="--=-132' - -__,_ __ -® 7---,.,+.,., ~ 13+32 ij': ........... It \ 9 -----___ __,___.._...==--=-='-===--= -~ C) l="!'...,~------------=='-=-=--==--=''=--=-:_-'>--..;,3#1·"·•·•;:;·•····• .. ·•1.:--""F';fl 33' ••••••••••••••• •.• ~.···n••·••¥J lilff0111111111 \¾ill/ ••'>••}:•}':'}] 18' . . _____ ._...,._..54~' ==---=c.=! C) 'f LO 6 c; .. -3a• q;p~ q ~ 7 1 I 1;; :y, 1 I f) ''I 9' l ~-J ,"'' C) 1°° F~ 1mn ~{j I C1 J E'~1 I f; I 1) f'? I :~) l c). 10 O ~ tlj l,,fc,.~c'; ... 0:-.. ~.::v.;,~:.-.. :<C.~~~;.-.. .-,f-.--<-c" .. -~ .. _-.-C".-':-:-~,X•'•' ..• :X•:1-.;>~,;:,.·.~L;,_.'..-:,:·.~';•' .... ~' .. >-:-,,,'_:;-:~'-.. >,•-..'•'>' ... ;>'•··•" ·•-:---~-.-,.-·.-.-'-•" .. ~"":.·~;,;;•:{;-~--;">' ... _.'.-.-•.-_'.:•.•:" .. ~;j-~ -;-.. , .. ~j•',\'•-.>,.-.:, . .\, ... .-.. '.-.. :':.' .. V•~•~~,-::-=~~" ... ·•-... ;"••' .. ~':•-C .. /• .-/··-~-\.: .. :-:-~•~-.. .-']•" .. ~':·~':•• .. ~••N··-~t---~~' ... ~-; ••.• -.. -;\ ::-::,•.~.,':" .. '/-~,:\-_~,•~'i•,_ ... ~'.,'_f.-.-..'!:I!f.-:'>':' v.~':":-_v·.-.-v'•-:'. v·.·.·"'x:"-:x--';~.~ ."':'x"' ___ ~-x":'..-~' ¥:' ... :•-, x .. :,·.···,·····-.-07'-N-;,_.-x.·.C:·~.f'-·.-.-:f,.-.-.-.~.~~:X. ~5,~j-x __ ~cc.,.;-:.·:-:-~-;,·x·.·.•'•-ji,;~-.-., ... •-<':'~. ~--;. ///: ;~(~:I// 4 /:/ >; : ~\//~: ~; ~ ~ ;~ ;~~ ~. x~;~. x) ~)( ~; ,~~:~.! // :; ": ,:>;/~ ~ ~ ~ U> L2{[_ y" __ ~-:_ ___ -1-2JO ;: +-,, :-; • co_ -• -1 -~ ---;'~•~o .:~ ('I ~~ / b ,1,: i Ai!1'iC!i\}Cif " 11,,' - ----, U '~ I ,;•' I ) ,_,.. I • ,:;. ~ ,•~ -~ ~ 430 : 432 43 4 : 436 438 440 : 442 : 4441111 IIIII~ Ill :1 II 500 : 502 504 : 506 : 508A : 510 : 512 I I I I I I I I I ' _ ' .. / /1 I I I I I I 428 CONSTRUCTION NOTES 0 PROTECT IN PLACE. 0 COLO MILL EXISTING A.C. PAVEMENT PER DETAIL ON SHEET 23. (D COLO MILL EXISTING A.C. PAVEMENT 2· MIN. 17\ REMOVE EXISTING A.C. PAVEMENT ANO BASE AND CONSlRUCT \:.J 4" A.C. OVER 6" BASE COURSE. © eM!ltel( !Eiltt P!R 9!'1'111/L 911 !ll!U 23. (!) INSTAU. GLASGRID 8502 PAVEMENT REINFORCEMENT LAYER ANO LEVEL COURSE. @ CONSTRUCT 2" THICK FINISH COURSE ASPHALT OVERLAY. @ REMOVE EXISTING AND CONSlRUCT TYPE "A" CURB AND 18-INCH GUTTER , PER CNB STD-182-L. ® REMOVE EXISTING SIDEWALK ANO CONSlRUCT P.C.C. SIDEWALK PER CNB STD-180-L. ~ SAWCUT FUU. DEPTH, PLACE 4" THICK PCC BASE AND INSTAU. RAISED 'e lRUNCATED DOME TILE PER CNB STD-181-L. BEGONIA SCALE 1" = 20' AVENUE R/W 50' Rf.I/ 10' 15' 15' 10' 8' . C-4140 '' J) <f _L CL ~ ~ ...L ..c.e:: CJ _ _) '' ~ ...L _L □ . ~ □ @ REMOVE EXISTING CURB ACCESS RAMP AND CONSlRUCT CURB ACCESS RAMP, CASE J, PER DETAIL B ON SHEET 23. @) REMOVE AND REPLACE PUU. BOX/WATER METER BOX TO FINISH SURFACE ELEVATION PER CNB STD-502-L ELEVATION PER CNB STD-502-L OR STD-503-L. .----------------------------------1:=~ ® PRUNE AND REMOVE lREE ROOTS. INSTAU. ROOT BARRIERS PER CITY SPECIFICATIONS AND lREE PROTECTION ZONE STANDARD. TYPICAL SECTION NTS • AS SHOWN ON DRA~NGS OR MARKED IN THE FIELD • No. 65329 Exp. 9-30-11 d'~CIVU,~ -.....-.;:Qi-CAL~ • CORONA DEL MAR <( ' LJ STREET REHABILITATION PROJECT -PHASE 2 BEGONIA AVENUE :u _L 1--------------------------.-------□ CITY OF NEWPORT BEACH R-5962-S ~ 1--===------t ~') PUBLIC WORKS DEPARTMENT SIEET 6 IF 23 d DESIGNED DRAWN PT PT CHECKED FT DATE 28 SEPT 2009 1----1------------+-----+------------+------+-----------+-----+-----------+-----+----------------198 ------ ~::::::::::===t==::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::===t==::::::::::::::::::::=t==::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::=t==::::::::::::::::::::1==::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::1==::::::::::===t==::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::~==1=~-;,;;;:::::::::=i===~~-=-=-==::::::·;===· ::::::::::~~ 97 ---LL X) ''-'. g_ u 94 ~ ----~-------- L LJ_ - --------- LJ_ -- (;) co Lil CJ -----' ~ (::CJ -• ,,,,,~ r<nLY ~LUW LINI:. -------CG / --------,, l ------, 99 93 r -------- c'_ 98 ---------- u ---- IL(/) ~ U') n o, ;~_ ~ L r-,.. \~· tO ~ Ml ..,.._,, ._, ---~----- (I') ,. L a, I"') 'D tO r_o --------- ao LL.. L ( ;-u; Ol cD ,JJ ----------- - (I') • ' IL~ i:::--j~::: (0 C,l aj :.x:, co - - -• -Cl) ,,--U') -n (/) ~,~ VJ -~11·· U') :_:7 ~ ::::__: -'._ :;: ;'.'j:: I{) L_r-'. 94~ __ ::::::::::::::::::::::::::~,::::::-==~=S===~f•::::::::::::::::::::::::::~gjz-=-:::::::::::~E;_:::::::::::=~~sS:=~::::::=:::i~c::::::, ===!l-~~========i$;~-:::::::::::~~--:::::::::::::::::::::::::::::::::::::::::::::::::::::::=t===:::::::::::~::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::=1==::::::::::::::::::::::t==::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::~==l98 I Ii) ,-,= r--,. 1 ('. r-,.. ·_c; p0 _ ..... r-,. ['-, ..... ,J -.t= s--:j-Q) ;:-rl__ ------ -..._ -I '.'! --93 1-'""'.::: ____ .J:~D.·-I,·,.....·. ____ .,,_-;;,;· -----"'-"-:))"-------"'"' ... "I • .,.------"'+-::: _____ °'_.c.c 0'·c.._··-"'_.,_.• ________ -+ _____ -+ _________________ __,1-------l-------------------+----=---=-:::....-_-_-_-_-_______ .-'-'-----~-I 97 c· -._, ----------,-, ~ (I') 94 ~--.-. "' ..,LI~ ----i------- "' "' ------- LJ_ EXISTING SE LY FLOW LINE -------------------'--LC: -------,, LL Li" 93 .... ~.,., -----+-'~~;------',:------._-., ------+-~ .... ' ------,-+~e;' ------, ... ----~_ --l-': ..... , ____ -+'--''--+'-"-----+------------------+-------1 ;;-, ' / PROFILE SCALE VERT. 1" =2' HOR 1" = 20' 16+00 51 517A __,........,,... -._......_.....==--=''=-=-= CONSTRUCTION NOTES 0 PROTECT IN PLACE. @ COLD MILL EXISTING A.C. PAVEMENT PER DETAIL ON SHEET 23. G) COLD MILL EXISTING A.C. PAVEMENT 2" MIN. © 991£1( 5541 PER 951011 Otl SHEET 23 512 Q) INSTALL GLASGRID 8502 PAVEMENT REINFORCEMENT LAYER AND LEVEL COURSE. @ CONSTRUCT 2• THICK FINISH COURSE ASPHALT OVERLAY. @ REMOVE EXISTING AND CONSTRUCT TYPE "A" CURB AND 18-INCH GUTTER, PER CNB SlD-182-L. ® REMOVE EXISTING SIDEWALK AND CONSTRUCT P.C.C. SIDEWALK PER CNB SlD-180-L. 514 516 17+00 518 520 18+00 I I 19+00 611 20+00 615 617 ■, _J_ ~~-=-=='=--=--=-===~------==--=--='~--- BEGONIA R/W 10' 8' \ • 13 604 606 50' 15' ' I --EXISTING PAVEMENT 608 AVENUE R/JI 15' 10· ,~ 7 (,z) jl---__ _,s,__·__, i/2c......::,,2c:.._4--lt(-'t'-.~;;.;JfT-----rr-=-: • ;;-- @ TYPICAL SECTION NTS 21+00 619 ~ u r u '" ~ u E n ,n c, w v, ·-l I L ' u ,, ' ' D [L L 2 0 u IT] ,i: T w Q_ ' ,, ' ,, ' Q_ c-1n v! lYJ l C Cl "' Q_ LJ 1../ J ' w w D::'. c- l l □ C-4140 ,~ @ REMOVE EXISTING CURB ACCESS RAMP AND CONSTRUCT CURB ACCESS RAMP, MODIFIED CASE I, PER DETAIL A ON SHEET 23. • AS SHOWN ON DRAWINGS OR MARKED IN THE FIELD ---------------------------------8 ® PRUNE AND REMOVE TREE ROOTS. INSTALL ROOT BARRIERS PER CITY SPECIFICATIONS AND TREE PROTECTION ZONE STANDARD. CORONA DEL MAR <l '_, □ D u ' SCALE 1" ; 2D' • No. 65329 Exp. 9-30-11 • STREET REHABILITATION PROJECT -PHASE 2 BEGONIA AVENUE n L l'! □ ~;: r1-1 C ~:@--CIVU.~ OF CAL'i1'.½' tc-----...---------------------,,-------□ R-5962-S ;; 1----------l_c'i SIEET 7 Of 23 ,n DESIGNED PT DRA\\tl PT CITY OF NEWPORT BEACH 1-C~H~E~CK~E~D-~'-tc-DA~TE---~~---1 28 SEPT 2009 PUBLIC WORKS DEPARTMENT FT u CD w t------------------,---+----------+----+-----------+-----+--------l------l--1-------1115 --. ~::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::1==::::::::::=!=::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::=$::::::::::::::::::::=1==::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::=1==::::::::::::::::::::j:::::::::::::::::::::::::::::::::::::::~_ ~, ~/ ~:. ==:t' "t=====j 114 ,.,,,,,.,,,. ""T , ........ -~ + tJ11:,1,m, NW :rITIT ' ..,,.... G::'. F================*====~~~~~ .. ~,,~--~.-:q~~~-~-=~=~~,:::,~---=---===:Si~"=~ ====l==~~::==::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::=;t~~----===l·= 0====~~~~:~i.r-:s.s~s~-~4 ~· 1 ~"~ --~~,___~=t=====:::::J 115 ......... /r _J -0 ~/ ~ C0 ::: ~~ ~ t------------------t------t------,,,-7,"-"---------,~+:J;-----+------+---tl.,;.-;---------,,,--;;,-'.,-""-,,-----le:'-· -----+----.,,.-•___..;."_~-_J;T..;:;;.-,_,,,.h"?'~-__J:--.J.~-~:-·-,;~Hf-0~~~~~·-+------l 114 _,,,, _J (__) ..,,,:, u, /., -· ... .,,,, ...;. ..,f 'iii' 1+ , a-35' vc ~ w z ,-.c ._,., ............. JLLI rLvn Lll'II C-' u.. l"T -:,~.TIT -:"fir I ' 9:: "' -"' LL.I -----IVV c::: 'EXISTING SE'L Y FLOW LINE ~CD W ~ 98~~~-~-=:::t=:::::::::::j~::::::::::::::::::::1~::::::::::::::::::::t==::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::===i=::::::::::::::::::::=t'E=::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::±::::::::::::::::::::t===::::::::::::::::::i===================t=,___::::::__::::::__::::::__~ ---, :';} ,-, I ,:y, ~ u. L •• PROFILE SCALE ,.c_, 97 f.,,.·,__--1rc~• -----l':""-s----1,,-;~~-----+--------+-------------1------1-------------__j__---_J_---__J VERT. 1" = 2' :;_-, o.::, c, HOR. 1" = 20' [ u 7' 1--------------....t:::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::t::::::::::::::::::::::::::t:::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::±::::::::::::::::::::::::±:::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::±::::::::::::::::::::::::±:::::::::::::::::::::::i _____ ....1:::::::::::::::::::::::::::L_ ________________ _Ju CONSTRUCTION NOTES (D PROlECT IN PLACE. 0 COLO MILL EXISTING A.C. PAVEMENT PER DETAIL ON SHEET 23. 0 COLO MILL EXISTING A.C. PAVEMENT 2" MIN. r.'\ REMOVE EXISTING A.C. PAVEMENT ANO BASE AND CONSTRUCT \21 4" A.C. OVER 6" BASE COURSE. © e~11e11 Seiit reM eeft 11t eu s11eef rs. 0 INSTALL GLASGRID 8502 PAVEMENT REINFORCEMENT LAYER AND LEVEL COURSE. @ CONSTRUCT 2" THICK FINISH COURSE ASPHALT OVERLAY. @ REMOVE EXISTING AND CONSTRUCT TYPE "A" CURB AND 18-INCH GUTlER , PER CNB SID-182-L. 21+00 @) REMOVE EXISTING SIDEWALK AND CONSTRUCT P.C.C. SIDEWALK PER CNB SID-180-L. @ REt.40VE EXISTING AND CONSTRUCT P.C.C. STANDARD CROSS GUTlER PER CNB SID-185-L. @ SAWCUT FULL DEPTH, PLACE 4" THICK PCC BASE AND INSTALL RAISED TRUNCA lED DOME TILIE PER CNB SID-181-L. @ REMOVE EXISTING CURB ACCESS RAMP AND CONSTRUCT CURB ACCESS RAMP, CASE H, PEIR CNB SID-181-L. ® REMOVE EXISTING CURB ACCESS RAMP AND CONSTRUCT CURB ACCESS RAMP, MODIFIED CASE I, PER DETAIL A ON SHEET 23. @ REMOVE EXISTING CURB ACCESS RAMP AND CONSTRUCT CURB ACCESS RAMP, MODIFIED CASE J, PER DETAIL B ON SHEET 23. ® REMOVE AND REPLACE WAlER VALVE BOX AND COVER TO FINISH SURFACE ELIEVATION, PER CNB SID-511-L. @ CONSTRUCT HEADER CUT. 22+00 BEGONIA R/W SCALE 1" ~ 20' 10· >-w ...J :cl! 23+00 24+00 I,,.:.., 11' ' /~-.. ;" /i' I '-'-.:'.. _ _J I ' ' ' ' I 16 10' :1l + 19 t::l 2407 I AVENUE 50' R/.11 15' 15' 10' r 3/8" ~ i EXISTING ~N~ 7 12 j'-----"8'_/_,f.A'-":2"----lv ~p ,T-- - --C' 55 • = \ - @J @ TYPICAL SECTION NTS • AS SHOWN ON DRAl'l1NGS OR t.4ARKED IN THE FIELD ,_ Cl) iE • 25+00 No. 65329 Exp. 9-30-11 u>~ c1vn.4ff, ""'-OF CJ.L\f __;;,r • C-4140 '' c-' ' c-u LJ ' (_) Cc L c:i <(_ c-LJ I I L I (_.') en ()_-_, C I ,_, " e::: D r,·-, CJ ~' ,-; I u c:i <( ' ' C c- LJ ' ' C C-V) '' u IJ ! L:'.'> r1 r, ,-, C D Li\ c-LJ LJ L C-r_,') D G C LJ D -------------------------------1~ CORONA DEL MAR <( u D STREET REHABILITATION PROJECT -PHASE 2 BEGONIA AVENUE i--------------------------------11'-i c:i R-5962-S ~ i......;~..;;..;:;..;;;=.....;:;.....1 '" Sl£ET 8 OF23 ~ DESIGNED PT DRAWN PT CITY OF NEWPORT BEACH 1------1--------1 CHECKED DATE C Q FT 2a SEPT 2009 PUBLI W RKS DEPARTMENT SCALE 1" = 20' --- F::::::::::::::::::::=f::::::::::::::::::::::::=f::::::::::::::::::::::::i::::::::::::::::::::::::F::::::::::::::::::::::::F::::::::::::::::::::::::~::::::::::::::::::::~::::::::::::::::::::::::=$::::::::::::::::::::::::t::::::::::::::::::::::::t::::::::::::::::::::::::t:::::::::::::::::::::::::~::::::::::::::::::::=i==::::;~-;;;:::::;-~E-~-~-~::::::::::::s;~,:::::::::::::::::::::3~:;·:::::::::::::::::::::i~~=·==~ 1 ---3ao --- 45 40 45 40 45 5+00 \ I I f X 10" PVC C L u.. ...-"' "' ~~ "' ,, X U.. u.. N <D N N 0 2 Si! - ,.. 1' CD •~"~ TU, "\ ..J I ---- (_;, .·:-~ "' N S= =9":11-z. ·u uJ u.. 6+00 NW'LY R/W -- L C (/) /) -- 6' --------L..n1w111,,._ nn LT 1..vn Lll'IL ......... --- --- ---- --. --- - •• EXISTING SURF CE 0 Q I _ _I " ' __ , __ ,, A I 1.,c.rt I C.rt LI u. ......_ ------- L 7+00 I I .. -, --------- CARNATION 20' 8' \ 50' 20' I '---EXISTING PAVEMENT__,/ TYPICAL SECTION NTS • AS SHOWN ON DRAWINGS OR MARKED IN lHE FIELD STA 5+80 CARNATION TO 6+83 CARNATION AND STA 8+24 CARNATION TO 9+40 CARNATION - - en r_n u.. '' O C.) ,_u 0 () (,:-, - ' ' J -- -- 8+00 L -- "' u.. <D - L AVENUE 4.5' 13 SE'LY R/.W ~ I~ t0 c.c, o; m ->----- PROFILE SCALE VERT. 1" = 10' HOR. 1" = 20' - ---- 9+00 416 75 ,.._ ' 75 ~ 70 L[; 9+40 • No. 65329 Exp. 9-30-11 ~:!&civn..,#j -.::s..JJF CAL'1...o' • CONSTRUCTION NOTES 0 COLD MILL EXISTING A.C. PAVEMENT PER DETAIL ON SHEET 23. 0 COLD MILL EXISTING A.C. PAVEMENT 2" MIN. 0 REMOVE EXISTING A.C. PAVEMENT AND BASE AND CONSTIRUCT 4" A.C. OVER 6" BASE COURSE. © Jl(A&( 915,L ~~R B~ilL eu 911~~ !9. Q) INSTALL GLASGRID 8502 PAVEMENT REINFORCEMENT LAYER AND LEVEL COURSE. © CONSTIRUCT VARIABLE lHICKNESS A.C. LEVELING COURSE. @ CONSTIRUCT 2" lHICK FINISH COURSE ASPHALT OVERLAY. @ REMOVE EXISTING AND CONSTIRUCT TYPE "A" CURB AND 18-INCH GUTTIER , PER CNB STD-182-L. ® REMOVE EXISTING SIDEWALK AND CONSTIRUCT P.C,C. SIDEWALK PER CNB STD-180-L @ REMOVE EXISTING CURB ACCESS RAMP AND CONSTIRUCT CURB ACCESS RAMP, CASE K, PER CNB STD-181-L. @) CONSTIRUCT HEADER CUT. C-4140 •J c:: ,-, c-( ·, L ' C - r-------------------------1" C CORONA DEL MAR STREET REHABILITATION PROJECT -PHASE 2 CARNATION AVENUE ""'DE=Sl=GN=ED--'-PT+D-RA_WN___:_PT'-----,1 CITY OF NEWPORT BEACH CHECKED DA TIE FT 2s SEPT 2009 PUBLIC WORKS DEPARTMENT R-5962-S SHEET 9 OF 23 ~ CONSTRUCTION NOTES CD PROTECT IN PLACE. @ COLD MILL EXISTING A.C. PAVEMENT PER DETAIL ON SHEET 23. © !llfl!OI( JEit:L FER i,r"'IL 6:C 311221 23. 0 INSTALL GLASGRID 8502 PAVEMENT REINFORCEMENT LAYER AND LEVEL COURSE. @ CONSTRUCT 2" THICK FINISH COURSE ASPHALT OVERLAY. @ REMOVE EXISTING AND CONSTRUCT TYPE "A" CURB AND 18-INCH GUTTER , PER CNB STD-182-L. ® REMOVE EXISTING SIDEWALK AND CONSTRUCT P.C.C. SIDEWALK PER CNB STD-180-L. @ REMOVE EXISTING CURB ACCESS RAMP AND CONSTRUCT CURB ACCESS RAMP, CASE K, PER CNB STD-181-L. @ REMOVE EXISTING CURB ACCESS RAMP AND CONSTRUCT CURB ACCESS RAMP, MODIFIED CASE I, PER DETAIL A ON SHEET 23. @ REMOVE EXISTING CURB ACCESS RAMP AND CONSTRUCT CURB ACCESS RAMP, MODIFIED CASE J, PER DETAIL B ON SHEET 23. @ REMOVE EXISTIN(; CURB ACCESS RAMP AND CONSTRUCT CURB, ACCESS RAMP, lBY OTHERS). @ PRUNE AND REMOVE TREE ROOTS. INSTALL ROOT BARRIERS PER CITY SPECIFICATIONS AND TREE PROTECTION ZONE STANDARD. @ REMOVE AND REPLACE WITH NEW SURVEY MONUMENT FRAME AND COVER TO GRADE PER CNB STD-116-L. PROTECT SURVEY MARKER IN PLACE. 79 78 C r· 79 78 J "' (_) -- 10+30 u_ CD er - 1---, , u_ ,r/ I - ,,. I ' , I , I , .- ' ' I I , , 11:.1 A ~ • 11+00 SCALE 1" = 20' ...... .. ... • ------- - ----- ,-. ' 12+00 CARNATION R/W 10' 13 R/W 10' u_ --- - nnLI r •n -- ---- ' r" - -- PROFILE SCALE VERT. 1" =2' HOR 1" -20' -. - ' . -- c; ; C = r-. C; -- r . ---,, - -,-.,..... -~ ---,, - "' -----,. ,, 13+00 AVENUE 50' 15' t 15' _,---1 - a· ~~~~ ~~ ~ 7.x.!3) '-.-EXISTING PAVEMENT___/ STA 10+30 CARNATION TO 13+80 CARNATION B' 15' 55' t ' I -..-I /17J,,l,. 7 12 - '-.-EXISTING PAVEMENT___/ 15' B' ,)_2 I STA 13+80 CARNATION TO 15+00 CARNATION TYPICAL SECTION NTS • AS SHOWN ON DRAWINGS OR MARKED IN THE FIELD 10' • 13 15' --u_ "' "' -- R/.11 R/.11 . - "' - u_ -- 0, + - ' - 14+00 L ,, ----- ,. 93 ~ 92 .--93 , •. 92 r-·) ,_}) 93 - 15+00 C, 0 ' ' V! ., Q_ c-u I I LJ e:::: c-' ' LJ c::: c-(/J = 0 u I ') D .:J_ LJ L LJ LJ c..: I 1/1 == LJ " (C ~j 1>.I CJ ,n e::::: D '' I ' ' LJ L:::_ c-l.') 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PAVEMENT PER DETAIL ON SHEET 23. © CRACK SEAL PER DETAIL ON SHEET 23. 0 INSTALL GLASGRID 8502 PAVEt.lENT REINFORCEMENT LAYER AND LEVEL COURSE. @ CONSTRUCT 2" lHICK FINISH COURSE ASPHALT OVERLAY. "" ~ ~.~ -----T. Y:)tf---==:==-~--'",-i_,,8_' ---'---E--1; ~ .. , .. =~ ,f---------"'8'_/,,_A--"=2:'..__--jl[ n------C ~= . J - @ REMOVE EXISTING AND CONSTRUCT TYPE "A" CURB AND 18-INCH GUTTER , PER CNB STD-182-L ® REMOVE EXISTING SIDEWALK AND CONSTRUCT P.C.C. SIDEWALK PER CNB STD-180-L @ REMOVE EXISTING CURB ACCESS RAMP AND CONSTRUCT CURB ACCESS RAMP, MODIFIED CASE I, PER DETAIL A ON SHEET 23. @ REMOVE EXISTING CURB ACCESS RAMP AND CONSTRUCT CURB ACCESS RAMP, MODIFIED CASE J, PER DETAIL B ON SHEET 23. @) REMOVE EXISTING SPEED HUMP AND CONSTRUCT SPEED HUMP PER DETAIL ON SHEET 23. SCALE 1" = 20' 13 @ TYPICAL SECTION NTS • AS SHOWN ON DRAWINGS OR MARKED IN THE FJELD 19+00 r--: I T612 I 20+00 614 r L '·' 0 D ' I I u n n c_( LJ e:::: I ' ' LJ Cc::_ c-v, LJ <.( LJ e:::: c-l I LJ e:::: c-rn = LJ ' ' C.'7 w cc c; '" e:::: D r_.'7 I ' ' ' ' c.:::. ' '·" n U- C ' u• C-4140 'J ® PRUNE AND REMOVE TREE ROOTS. INSTALL ROOT BARRIERS PER CITY SPECIFICATIONS AND TREE PROTECTION ZONE STANDARD. -----------------------------~ • No. 65329 Exp. 9-30-11 <I'~~ CJVI\, ~ OJi'CAL~ • CORONA DEL MAR C u LJ ~ u STREET REHABILITATION PROJECT -PHASE 2 ~ ' CARNATION AVENUE e ---------------------------------□ DESIGNED PT DRAWN PT CITY OF NEWPORT BEACH '"'c"'H"'EC"'K=Eo,----+DccA-=TE=--~---1 FT 28 SEPT 2009 PUBLIC WORKS DEPARTMENT R-5962-S ~ " SHEET 11 OF 23 ~ 79 78 79 78 -- ,, co u C, 1-'"II C:::IIDl='Ar~ AT CENTER LINE "'- 0:_1 ------- ...... v,· -U).t;.. ' u_ r..: ' ' ~ 'C ~ (( L.. L 0, ' oi '--" cc L.. -' ...... (~ c,; --~- r·--. ·- :f_l X) ~ r.' L.. ~ LO '.Y_J ~ c·, a:: ?' 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CJ -t r- ' :,_: ...._ l----------+------------------ll------+-------------------t------+------------,---------j-------j------------------t------t----------------,---------i------~•~7------,,,--------~---:7~ 73 PROFILE SCALE VERT. 1" = 2' HOR. 1" = 20' 7+00 I I \ CONSTRUCTION NOTES 0 PROTECT IN PLACE. 0 COLD MILL EXISTING A.C. PAVEMENT PER DETAIL ON SHEET 23. 0 COLD MILL EXISTING A.C. PAVEMENT 2" MIN. 171 REMOVE EXISTING A.C. PAVEMENT AND BASE AND CONSTRUCT I('.} 4" A.C. 01/ER s• BASE COURSE. @ CRACK SEAL PER DE IAIL 014 SHEE I 23. 2209 0 INSTAU. GLASGRID 8502 PAVEMENT REINFORCEMENT LAYER AND LEVEL COURSE. @ CONSTRUCT 2• THICK FINISH COURSE ASPHALT OVERLAY. @ REMOVE EXISTING AND CONSTRUCT TYPE "A" CURB AND 18-INCH GUTTER , PER CNB STD-182-L @) REMOVE EXISTING SIDEWALK AND CONSTRUCT P.C.C. SIDEWALK PER CNB STD-180-L. C) ,n _J t===::::::::::::::::t::::::::::::::::::::=t==::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::=t==::::::::::::::::::::t==::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::E=::::::::::===E::::::::::::::::::::::::::::::::::::::::::::::::::=E,::::::::::~; 72 8+00 I I \ 9+00 - --r---- -1--7-_,___ - - 2215 2219 \ 2223 I 2221 • I I PACIFIC R/W I I \ \ 10+00 11+00 - 2300 \ \ I I \ '". .,. DR1111:. 1------------------------------------------------------i 15' 15' 15' 15' _,...J SCALE 1 • = 20' 3/B" (2'-s' LIP. ~-=:J'----"'\=--"-------/ \1',\ 7 12 , I ~ 7:.. ~ \-~-'3-----T, ... \r \ I ~• ·~ '----EXISTING PAVEl.1ENT __./ • ,i 12+00 12+95 \ \ I 2315 I I C c C cc ,,. I' r ' --' c~ e:.::: Q_ C' c- r ' ,, c- cc ' J' u e:::: LJ ' ' (__;.) ,-c L C' L ~ L L L:'..'.. C- G'"; LJ cc, C-414O ,~ ® REMOVE EXISTING AND CONSTRUCT P.C.C. STANDARD CROSS GUTTER PER CNB STD-185-L. 13 .-------------------------------t2i @ REMOVE EXISTING CURB ACCESS RAt.4P AND CONSTRUCT CURB ACCESS RAMP, CASE H, PER CNB STD-181-L. ® REMOVE AND REPLACE WATER VALVE BOX AND COVER TO FINISH GRADE PER CNB STD-511-L. ® ADJJST SCE/TELEPHONE/GAS MH/VAULT, PULL BOX, VALVE TO FINISH GRADE (BY OTHERS). TYPICAL SECTION NTS • AS SHOWN ON DRAl'l1NGS OR MARKED IN THE FJELD • No. 65329 Exp. 9-30-11 ~=C'IVU,~ ~4• OF CALif= • CORONA DEL MAR <: STREET REHABILITATION PROJECT -PHASE 2 PACIFIC DRIVE D ~;:_ ' ,-, -------,--------------------------□ R-5962-S ; SHEET 130F'23 ~ DESIGNED PT DRA\ffl PT CITY OF NEWPORT BEACH l-c=H=Ec=K=ED~~"'tc-DA""TE=-~--1 FT 2a SEPT 2009 PUBLIC WORKS DEPARTMENT -- ····'1VC"l"''"I'"'~ -------m - -- ,_,:, "' (Il ..._ ..._ -~------~· LL ~~ -~ ·--· -._. 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I .............. 84t:::::::g~::::::::::::i.~-~::::::::::::::::::*~;:=::::::::::::::::~=i---~,::::::::::::::::::::~~J~-::::::::::::::::::::=[:t:::::::::::::::::::::t:3::::::::::::::::::::*'~c::::::::::::::::::::$::::::::::::::::::::::::::::::::::::::::::::::::*::::::::::::::::::::=t::::::::::::::::::::::::t=::::::::::::::::::::::::::::::::::::::::::::::::t:~-~::::::::::::::::::::1~~;::=-;=::::::::::t::::::::::::::::::::::::::::::::::::::::::::?t·;=:::::::::::::::::~~-~-~~~;==i=======~ ~ "D r--. _u..., -.....,; --1, L -.+ _ J::,, '·-·' ~-_j ...._ ....._ 00 ,_,_-~ :::2 ...._-~ I cc CD ------l"J :n "T 78 77 F=~-=-·=======$=====f====~==========$======t======t==========t=====t======t================~'~"====*·=-==-----~---~-----s~-====t=====~====:t:~,_E===.......___~~~78 ------~~ ------- --- • 77 ~ ,--~ ........... . ----------..._ --..._ -..._ F=======F===~====$======~===$===i=========t====:P::R=o=F1L=:E~s=cA~L=::E===t========t=====t=====t=========t====i'=="-==~~(=---~-==----s~ ..... 78 VERT. 1" = 2' c:c l--------+----+----+---------l------l----~'~·--___ ....c::__,77 ~-------------------------"".""...l;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;±;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;t;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;±;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;±;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;±;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;±;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;L ___________ _jl;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;±;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;±;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;~;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;±;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;t;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;±;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;:l'',;.;;l ______________ H C ' , I ~ 10+00 11+00 HOR. 1" = 20' 12+00 13+00 15+00 15+31 fflllUII 1 r--- ;,: 1--11.go'"",~-:ii.-i,_~15L...__,..~~~..J.11 r_' ii 0'-'-"~I r,. \/'v I I 5 I Vy CONSTRUCTION NOTES 0 PROTECT IN PLACE. 0 COLD MILL EXISTING A.C. PAVEMENT PER DETAIL ON SHEET 23. 8 8Ai:81( SE,~L ~EA 8EJil:IL OIi 811□□, l!a. 0 INSTALL GLASGRID 8502 PAVEMENT REINFORCEMENT LAYER AND LEVEL COURSE. @ CONSTRUCT 2" THICK FINISH COURSE ASPHALT OVERLAY. @ REMOVE EXISTING AND CONSTRUCT TYPE "A' CURB AND 18-INCH GUTTER , PER CNB SlD-182-L. ® REMOVE EXISTING SIDEWALK AND CONSTRUCT P.C.C. SIDEWALK PER CNB SlD-180-L. @ REMOVE EXISTING CURB ACCESS RAMP AND CONSTRUCT CURB ACCESS RAMP, MODIFIED CASE I, PER CNB SlD-181-L. @ REMOVE EXISTING CURB ACCESS RAMP AND CONSTRUCT CURB ACCESS RAMP, MODIFIED CASE J, PER DETAIL B ON SHEET 23. @ REMOVE EXISTING CURB ACCESS RAMP AND CONSTRUCT CURB ACCESS RAMP(BY OTHERS). ® REMOVE AND REPLACE WATER VALVE BOX AND COVER TD FINISH GRADE PER CNB SlD-511-L. ® ADJUST SEWER/STORM DRAIN/WATER MANHOLE FRAME AND COVER TD FINISH GRADE PER CNB SlD-111-L. @ ADJUST SCE/TELEPHONE/GAS MH/VAULT, PULL BOX, VALVE TD FINISH GRADE (BY OTHERS). 26 '° ;,: SCALE 1" = 20' FIRST R/W 2 1 ' 10' 15' 50' R/.W 15' 10' TYPICAL SECTION NTS • AS SHOWN ON DRAWINGS DR MARKED IN TI-IE FIELD AVENUE • No. 65329 Exp. 9--30-11 <l'~ CIVU, ~ OFCAL\1'2r • 2422 -- \ C-414O CORONA DEL MAR STREET REHABILITATION PROJECT -PHASE 2 FIRST AVENUE n u '· (L n n ' I u_ (L I ,, u_ CL c-u '·· ' T u_ Q" I ,, 2 C '·· cc C u " CL □ ,. I u_ ,, n -" I C .c tj '' n i---------------------------------..----------1□ 1-c-DE=SI-GN~ED--'PC..:.TJ-DR_AWN--'-P-'-T ___. CITY OF NEWPORT BEACH R-5962-S f CHECKED DATE SHEET 14 Of 23 _□_ FT 2s SEPT 2009 PUBLIC WORKS DEPARTMENT ~ -/ \ / \ / \0 "' / - .,.. - -/ c:: - <.!> z ~ ti ,....1~ (0 1, ,....I.L......,IJ... .._ LO LO-CO <D II')~ LO~LOOLOO!:.. ~ - 78 _ .......... '1- L "' CD . / J r< / -- -.--,-r, J FLOW LINE --~,, ,)'.J ,,, . I·') cj-,..,....., --,,,/ CY~ I / ---. LO 791----~~~----+------+---------=--~----l--~~z=-z4,.:.J...n~''------l--.,<..,,,. ____ ~s~~-----+-------1------l-1-/---',,,.~-'-~'a.--~-~ __ _J_ ____ __J 'f L,,,. o ,-, ,,,. / ,,,. ,,. " x ,_en R_._ ·-_L'/ oi 7> /,,. _J ~/ 78b~~==ll=~-Ssa~~~::::::::::::::::::==t=::::::::::::::::::3~~sl~i~=-~--~-~'9~~:::::::::::::::::::::1:±:::::=;~~==,=tr~-===========t=====±=====t~~=====~====±=======I f:2 ""-.. ~ ~ (D .::::, ~ V zt ~ ~ ci5 // l,-/_,, :--~ _L_ 5 CD ' ---~ LO:: .:::. ~ -r=:::~/ LL.. L ~./ cc, \ . , .....I .,,. / 0 ~: ., .,,,, -~ ' ,, > o -FLOW LINE r---r·-/ r,1 .............. .,,,.,,.. OJ . ---Cl) 75 ', ~ CD --_J t----+-----'-,_,-_+lw'+t------+_+-:_,:::--..::...-----+-----+------+-----+------------+------+------+------~-------11.-------1 cj-PROFILE SCALE VERT. 1" = 2' HOR. 1" = 20' 74~::::::::::::s::::::::::::2-~-::::::· ::::::::::::*' ::::::::::::::::::::::::⇒'==' ::::::::::::2::::::::::::::::::::::::=t=::::::::::::::::::::::::s::::::::::::::::::::::::::::::::::::::::::::::::=t=::::::::::::::::::::::::t===::::::::::::::::::t::::::::::::::::::::::::~ 15+31 16+00 2422 17+00 0 PROTECT IN PLACE. @ COLD MILL EXISTING A.C. PAVEMENT PER DETAIL ON SHEET 23. Q) COLD MILL EXISTING A.C. PAVEMENT 2" MIN. 8 811:1:811 ~;i;L FER BET:\IL 811 61 IEET flil (!) INSTALL GLASGRID 8502 PAVEMENT REINFORCEMENT LAYER AND LEVEL COURSE. @ CONSTRUCT 2• THICK FINISH COURSE ASPHALT OVERLAY. 18+00 R/W 10' 15' 8' \ I ~ ~ w 1--z i 8 a. z l-o z 50' t. @ REMOVE EXISTING AND CONSTRUCT TYPE "A" CURB AND 18-INCH GUTTER , PER CNB STD-182-L. EXISTING PAVEMENT @) REMOVE EXISTING SIDEWALK AND CONSTRUCT P.C.C. SIDEWALK PER CNB STD-180-L • 13 .G'I REMOVE EXISTING AND CONSnJCT P.C.C. RESIDENTIAL "-'.V DRIVEWAY APPROACH TYPE I PER CNB STD-162L. -, -,-xx 7 12 I @ REMOVE EXISTING AND CONSTRUCT P.C.C. STANDARD CROSS GUTTER PER CNB STD-185-L TYPICAL SECTION NTS 15' @ REMOVE EXISTING CURB ACCESS RAMP AND CONSTRUCT CURB ACCESS RAMP, CASE K, PER CNB STD-181-L @ REMOVE EXISTING CURB ACCESS RAMP AND CONSTRUCT CURB ACCESS RAMP, MODIFIED CASE I, PER DETAIL A ON SHEET 23. • AS SHOWN ON DRAWINGS OR MARKED IN THE FIELD ® REMOVE AND REPLACE WATER VALVE BOX AND COVER TO FINISH GRADE PER CNB STD-511-L ® ADJUST SEWER/STORM DRAIN/WATER MANHOLE FRAME AND COVER TO FINISH GRADE PER CNB STD-111-L. ® REMOVE AND REPLACE 1'11TH NEW SURVEY MONUMENT FRAME AND COVER TO GRADE PER CNB STD-116-L. PROTECT SURVEY MARKER IN PLACE. ' ---- PT :_::~1 _C_--1--_ 10' ----I-- R/.W ADJUST FINISH PAVING ELEVATI□N AT INTERSECTl□N □F CARNATl□N AND FIRST k;□t' / let z,, 11 I I .. SCALE 1" = 20' ------------ W' -- - ---------- -__ _, ,I --1---~1 ---I-------1--- • ----- No. 65329 Exp. 9-30-11 ~:@"CM\,~ =OFCA\.~ • ---. CORONA DEL MAR C-414O C ' ' - ~ -, CJ ,- ' () LJ ,-, CJ LJ L LJ [_ ' ' ' LJ [_ c-( i! = LJ □ LJ -c STREET REHABILITATION PROJECT -PHASE 2 ~ FIRST AVENUE "' t--+--+-------------t--:---t:-=::-:::~--r:::~:-:-----r---------------,,----------,,-115 APP'D. DESIGNED PT DRAl'«'l PT CITY OF NEWPORT BEACH R-5962-S : DATE BY --~-~-------------~--------~~-.. CHECKED FT D~~ MAR 2010 PUBLIC WORKS DEPARTMENT SHEET 15 or 23 ~ RE\IISIONS 83 0:: u.J 82 LJ_ u-, rr.:; 84 83 83 "" u.J z Cl --, u.J VJ lL. - "" a, U'l LL .,; u -------- ... 0 Ill co LJ_ -L CC - "' ,.._ EXISTING N LY LOW LINE ----- U'l ... Ill (/) a:i --- L --- co ,-.: "-co Ill - ... <D co LJ_ ' co - CC Q_J U'l U'l (/) ... ... co ,-.: co co 0:: OJ ---- ,-x_·, cc -- (.) a, u.J u.J lL. ..., --- 6 '-'v [.: LJ_ ct 11 II U'l U'l 0 ,.._ ... ,.._ a:i a:i 0 Ill co .... ------ LJ_ ------ U'l ... 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PROTECT SURVEY MARKER IN PLACE. @ COLD MILL EXISTING 3" AC PAVEMENT AND CONSTRUCT 2.25" lHICK FINISH COURSE ASPHALT OVERLAY. 8+00 EX 6"DIP l "'°' EX 6"ACP EX ABAND 6"CIP----t,... >-w -' -' <( □ _,--;-EX 8"VCP □I SECOND SCALE 1" = 20' 1 9+00 0 0 ( 0 "' ,.._ ..., .... 10+00 26 26 50' PROFILE SCALE VERT. 1" = 2' HOR. 1" = 20' 0 0 Ill <Xl ~ _____,---,,,- ---, ------,, '-;, ' -' ' ' -',---- ' AVENUE -- -- -- -- -- ------ -- -- -- -- -- ------ 10' I b-:---- 1 -~~- * 16 3/8" LIP 15' 15' '---..-EXISTING PAVEMENT ___/ TYPICAL SECTION NTS • AS SHOWN ON DRAWINGS OR MARKED IN lHE FIELD 11+00 _,_ ' 3/8" LIP 13 * EX 6" CIP 2J2-0 __ _ EX 6" DIP --~--H I,, EX ABAND 6"CIP EX 6"ACP R/W 7 >-w -' ~ --t-EX 8"VCP No. 65329 xp. 9-30-11 CIVl\, Oi'CAL'if 12+00 12+50 2330 2332 -----(:Y~ --,,/ ,__,__,._,' C-4140 w ,r, T w LL LJ ' ,, ' n LJ .---------------------------------------tu CORONA DEL MAR n (,'1 n STREET REHABILITATION PROJECT -PHASE 2 SECOND AVENUE w '' 1------...,.,-,.,,.,.,.----.-----------------,,---------ln DESIGNED PT DRAWN PT CITY OF NEWPORT BEACH R-5962-S ~ DATE PUBLIC WORKS DEPARTMENT SHEET 16 OF 23 ::c,0, 28 SEPT 2009 CHECKED FT 90 89 90 90 ' 12+50 5 "' ,.._ "' ;ti . , I 27 ---- <!) Z .,_ I X . . u.. u.. w - ,, 13+00 II I ■I 14+19 w -I---+- - .,_ - ---- C u.. "' ----------T - 14+00 -- 0 ' ' V ~I I ..- -- -- "' r u. 1::i ...J ...J <( --- u.. u_ ---- a, 15+00 (.) --- -- -- PROFILE SCALE VERT. 1" = 2' HOR. 1" = 20' 0:: (.) (.) -----,, ' '., ----..- ' I-'' i LI.. -- 0:: ,-. ..---........ . --- 16+00 l~I -------- u_ (/l ------(/l "' CY) (.) (.) ------0 ---_,, 17+00 111111 -- -- ---- -- - --- >-w ...J ...J <( ----- ---- ---- ,, I I C I 3: 0 3: ' \' 14±.1.B.._ '2) I I g r--....~Ex a· PVC -----u_ ---- . - -. ,, co '-, "' ~ -------I, --" - 18+00 ~ ~ I ,''c' 1 --:-'~:: __ ...,,-.,-,,,,=,,,.,-... 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SIDEWALK PER CNB SlD-180-L. @ REMOVE EXISTING CURB ACCESS RAMP AND CONSTRUCT CURB ACCESS RAMP, CASE K, PER CNB SlD-181-L. @ REMOVE EXISTING CURB ACCESS RAMP AND CONSTRUCT CURB ACCESS RAMP, MODIFIED CASE I, PER DETAIL A ON SHEET 23. @ REMOVE EXISTING CURB ACCESS RAMP AND CONSTRUCT CURB ACCESS RAMP, ® REMOVE AND REPLACE 'Mll-1 NEW SURVEY MONUMENT FRAME AND COVER TO GRADE PER CNB SlD-116-L. PROTECT SURVEY MARKER IN PLACE. @ ADJUST SEWER CLEANOUT AND COVER TO FINISH GRADE @ COLD MILL EXISTING 3" AC PAVEMENT AND CONSTRUCT 2.25" ll-llCK FINISH COURSE ASPHALT OVERLAY. I 1 1-1 I AVENUE R/W 50' R/JI 10' 15' 15' 10' c-L ~ f-'-_ ~ 8 -----T ri, lf---(C:::~'----',--\-----"--8' __ ----l' ~~ ;CN 7'@) '--0_§)* ' , - 1 EXISTING PAVEMENT~ 1 • 89 88 89 88 88 87 C-4140 E '- C C - G ( C I V L C- L ' ' I ,, C- L C ' ( c- l LJ C' r C 17 MODIFIED CASE J, PER DETAIL B ON SHEET 23. @ REMOVE EXISTING CURB ACCESS RAMP AND CONSTRUCT CURB ACCESS RAMP (BY Oll-lERS), 13 STA 12+50 SECOND TO 18+60 SECOND ----------------------------------tt: ,, ® REMOVE AND REPLACE WATER VALVE BOX AND COVER TO FINISH GRADE PER CNB SlD-511-L. @ ADJUST SEWER/STORM DRAIN/WATER MANHOLE FRAME AND COVER TO FINISH GRADE PER CNB SlD-111-L. @ PRUNE AND REMOVE TREE ROOTS. INSTALL ROOT BARRIERS PER CllY SPECIFICATIONS AND TREE PROTECTION ZONE STANDARD. SCALE 1" = 20' TYPICAL SECTION NTS • AS SHOWN ON DRA'MNGS OR MARKED IN ll-lE FIELD • No. 65329 Exp. 9-30-11 ~Cl\Tl\,~ ,, OF CALif= • CORONA DEL MAR ~ r1, L r STREET REHABILITATION PROJECT -PHASE 2 ~ 1------,,,=-~S;;;;.E C;;..;O;..;.N,;.;;,D..;.A.;.;.V_E_N U.;;...E __ ----r-=-~:-::--:::-1~ DESIGNED PT DRAWN PT CITY OF NEWPORT BEACH R-5962-S ; CHECKED FT 0\~ SEPT 2009 PUBLIC WORKS DEPARTMENT SHEET 17 CF 23 ,'" (_) "-' - a:: ~ I'-en A' U') ._,-; ,.,,- / - -' ' u_ -----. ------"-L a, . __ .) ----- -- I"') ·:.C r--. L'.: I{) 1.r a, ' -- a:: (_) [IJ -- - LL. (' -- ii: ' .... J a:, er: I{') Le . O> c-: a:: 0:: (_) C, -1-, _J ;J ~;u J) L 0:: [IJ ,. (0 <.c L-:; o· u_ - 1-, I C::I • • ·1- AT CENlER LINE ---.... C0 0) 0 C (0 u) 0) ") ------ - -r ------ -,::_y ..: O') CJ; 0:: (_) en ,--~' -(0 '"'.c ...: = a, • U) u = ---- 0:: F ___ =,, r,(!) ,7 _l_ _I I I .X :._,)U C) - < n '' u (_) "-' (_) t-- a:: ::. -,-,·-=,, L'. (,!) 22 J ~ ,n f'l t c:: . 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PAVEMENT PER DETAIL ON SHEET 23. G) COLD MILL EXISTING A.C. PAVEMENT 2" MIN. @ CROCK sec, PCP PSIOI! Obi SIIEEI 23 Q) INSTALL GLASGRID 8502 PAVEMENT REINFORCEMENT LAYER AND LEVEL COURSE. @ CONSTRUCT 2" THICK FINISH COURSE ASPHALT OVERLAY. @ REMOVE EXISTING AND CONSTRUCT TYPE "A" CURB AND 18-INCH GUTlER , PER CNB STD-182-L @) REMOVE EXISTING SIDEWALK AND CONSTRUCT P.C.C. SIDEWALK PER CNB STD-180-L. N "' THIRD REMOVE EXISTING CURB ACCESS RAMP AND CONSTRUCT CURB ACCESS RAMP, MODIFIED CASE I, PER DETAIL A ON SHEET 23. REMOVE EXISTING CURB ACCESS RAMP AND CONSTRUCT CURB ACCESS RAMP, MODIFIED CASE J, PER DETAIL B ON SHEET 23. REMOVE EXISTING CURB ACCESS RAMP AND CONSTRUCT CURB ACCESS RAMP (BY OTHERS). @ ADJUST SEWER/STORM DRAIN/WA lER MANHOLE FRAME AND COVER TO FINISH GRADE PER CNB STD-111-L ® PRUNE AND REMOVE TREE ROOTS. INSTALL ROOT BARRIERS PER CITY SPECIFICATIONS AND TREE PROlECTION ZONE STANDARD. @) CONSTRUCT HEADER CUT N "' R/W 10' 10' 15' 15' -I---,- 8 10' I a 0 <D 1111 15' 0 N "' 50' 0 N "' TYPICAL SECTION NTS 15' EX ABAND 6" CIP -I\ p I AVENUE • AS SHOWN ON DRAWlNGS OR MARKED IN llHE FIELD r::i -' -' <( I'--. EX 8' VCP 2320 □ 1 ' N "' R/JI 10' • 0 <O I 1Q' I ID..J I 1H 10' I I 0 0 <O 0 N "1 ' ' ' ' IT -<J T ,, u. u_ u_ u. c-1/; 1.,/: cc: ' Cl L(J u. □ SCALE 1" ~ 20' L u u ,- C-4140 C CORONA DEL MAR STREET REHABILITATION PROJECT -PHASE 2 No. 65329 Exp. 9-30-11 <I'~ CIVll,~ --..., OF CALlf.,;;r • THIRD AVENUE E 1----------~~-:----,_;..;..;.;.;..;;;;...;..;.;.;;;,;_ ______ -r--::-=-:~-=--=-t □ DESIGNED PT DRA'M'l PT CITY OF NEWPORT BEACH R-5962-S ~ 7 CHECKED FT DA~ SEPT 2009 PUBLIC WORKS DEPARTMENT Sl£ET 18 OF 23 ,0 ••• .o. u r-o -···I•••-96 ·+ ·---- ----95 :T, -. ct-. r• I I CC ,;··1 ;. '. L,: 94 1.,._..:.:------1-----+:~ ... ~ _ -----'1--------t,C~,;--~ ----t, __ j-__ -----t,,~------i-.et:-:'_.,:-----i":":-----i ". '--'' • ., ... 95 -" .... c__ :·, .... 94 . . ,-, .... N EXISTING 'LY FLOW LINE ., 95 "' - 94 --- ,,----; ' .. _, .• 13+50 14+00 THIRD CONSTRUCTION NOTES 0 PROTECT IN PLACE. 0 COLD MILL EXISTING A.C. PAVEMENT PER DETAIL ON SHEET 23. ® 0M(:81! @Bl:L l"EM 8El:ltll 811 Iii IEef Bii 0) INSTALL GLASGRID 8502 PAVEMENT REINFORCEMENT LAYER AND LEVEL COURSE. @ CONSTRUCT 2• THICK FINISH COURSE ASPHALT OVERLAY. @ REMOVE EXISTING AND CONSTRUCT TYPE "A" CURB AND 18-INCH GUTTER , PER CNB STD-182-L. @) REMOVE EXISTING SIDEWALK AND CONSTRUCT P.C.C. SIDEWALK PER CNB STD-180-L @ ADJUST SEWER/SIDRM DRAIN/WATER MANHOLE FRAME AND COVER TO FINISH GRADE PER CNB STD-111-L , __ ,' " !',I! •• .. bl/ __ fJl •• Ul '._,I) u. ' 0 D 0 ~ 0 n I Cu --' :;t R/W _() u-i Lfi -· . u. PROFILE SCALE VERT. 1"=2' HOR. 1" = 20' 15+00 LL.. ;·~ IIJ ,-,~ Q) 1< c·J AVENUE 10' 96 fl) 'j) --,1 95 -. .. .• . - ' i5 a, 96 -- ~ 95 ~ L ,-) . - 15+70 ;;; "' SCALE 1" = 20' 50' R/,W 15' 10' I -----EXISTING PAVEMENT , ,/._2) 3/8" B I =:Jjp ,------17 ""'-='J"-· - ~---.,·:1 * 16 • 13 TYPICAL SECTION NTS • AS SHOWN ON DRAWINGS OR MARKED IN THE FIELD • No. 65329 • Exp. 9-30-11 ~~ CIVI\,~ --~CAti~ c-~ _, w I ' <l ,· r, m <( .L w " c-w w CL I V w •.( :r:: ,, ' " c-w w CL I ( C-4140 ~ ----------------------------1~) CORONA DEL MAR STREET REHABILITATION PROJECT -PHASE 2 u D '·' u ~ u ,-,_' D THIRD AVENUE E b--~-~=~--,,.:.;~~;..;...;..;.;;;.;.;.;;;.;;;.. .......... __ ..... 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PAVEMENT PER DETAIL ON SHEET 23. G) COLD MILL EXISTING A.C. PAVEMENT 2" MIN. @ CROCK SEAi PER PEIOII ?ti 61 IEET ii. _J 0 INSTALL GLASGRID 8502 PAVEUENT REINFORCEMENT LAYER AND LEVEL COURSE. @ CONSTRUCT 2" THICK FINISH COURSE ASPHALT OVERLAY. @ REMOVE EXISTING AND CONSTRUCT lYPE "A" CURB AND 18-INCH GUTTER , PER CNB SID-182-L. @) REMOVE EXISTING SIDEWALK AND CONSTRUCT P.C.C. SIDEWALK PER CNB SID-180-L. @) REU0VE EXISTING CURB ACCESS RAMP AND CONSTRUCT CURB ACCESS RAMP, MODIFIED CASE I, PER DETAIL A ON SHEET 23. @ REMOVE EXISTING CURB ACCESS RAMP AND CONSTRUCT CURB ACCESS RAMP, MODIFIED CASE J, PER DETAIL B ON SHEET 23. @.) REMOVE EXISTING CURB ACCESS RAMP AND CONSTRUCT CURB, ACCESS RAMP, (BY OTHERS). ® REMOVE AND REPLACE WATER VALVE BOX AND COVER TO FINISH GRADE PER CNB SID-511-L EX 6" ACP,..-~r-. FOURTH R/W 10' 15' 8' \ I • 13 1m11111 I r---@ 21+66 21+16 50' 15' 8 r--- 21+06 50' 10' 0 0 r--- 0 N "' EXISTING PAVEMENT -* 1 @ TYPICAL SECTION NTS • AS SHOWN ON DRAWINGS OR MARKED IN THE FIELD ~ --' --' <( I: ;,: '1!--..---t---EX B"VCP □ ~ EX 8" ACP ~-.-,.. r N ci z I I 1, N "' AVENUE R/JI C-4140 r C) u c-~ _; co I (•, ., I ' r w (// ,1~ :r:: r c-u w ( (_) u::: L co ., .L ,, ' '' c-w w Ce I V! co <l :r:: ,, ' r, c-w ,, ' re C-L') @ ADJUST SEWER/STORM DRAIN/WATER MANHOLE FRAME AND COVER TO FINISH GRADE PER CNB SID-111-L .-------------------------------1~ @ PRUNE AND REMOVE TREE ROOTS. INSTALL ROOT BARRIERS PER CITY SPECIFICA Tl0NS AND TREE PROTECTION ZONE STANDARD. @) CONSTRUCT HEADER CUT. SCALE 1" = 20' • No. 65329 Exp. 9-30-11 <!>~~ qvn., if} ~CJ,L\f.½' • CORONA DEL MAR STREET REHABILITATION PROJECT -PHASE 2 FOURTH AVENUE -J~ u D [O L ------------------------..-------1 □ DESIGNED PT DRAWN PT CITY OF NEWPORT BEACH R-5962-S S "==~-~+=-,~~'----I -------v, CHECKED FT DA: SEPT 2009 PUBLIC WORKS DEPARTMENT SHEET 20 OF 23 ~ 107 -r-----~-----l-------1-----+----+------+----+----+----+----f------+----+---+----+--------+----+---+----t---------l----+----+----+-----=-=t-:=-=-:=---==---t· ... ~:~---r=--;:--J~ 106 ----LL ,.-- -i----- (.) ---- 98 cc _J u: U) ~ LJ_ --- --------- --------- EXISTING NW'L Y FLOW LINE, LJ_ --- --- Cl ----~ L t: :-; 5 - - '\ , ____ _ ---- 0:: -------- -----' [,_ L ---- 0:: a, LL LL CC UJ Q ~ -_ ---- a, ------ es ,- ~ ( .,,,,,,...- ._ ..L"J""v, !Fl t") C', _.. u-; --~ r-~; w ,- --,_ -- u "' --1' ' ---- 0:: ci:l ---- ----- ----- ' - "--' 0 (] -- n ---------- LJ_ ------·-'../) - ---•-----·- L L (_ _l ------ n ------------._ -- ~ ~ pl '.~ ~ :~ -- ------ -- (/) 2:= ('I ~-·'? (,D /·~ ----- L ----- O r--LO r· J ' -0 C ------ --- 108 -;", 107 (;l L_ "--' ,-() o'--' -------107 106 c_) r--.. (.'.,._> ,_0 en ( ) J 99f------+------+---~:~::~0f--c>~-~+~--=,,,,_,,_"""_:::..._:-1f-----G----~:+•~''----~:;;-t-~c~~~---~~'-t~,~-------t-------t--------j--_-_-_~-===l--__ -_=-----_-_t-~-~-------t~:~----j~~c:---Jt~~~;-------t----t"'-~;--t-_______ 1 ______ 1 _____ 1 _____ 1 _____ 1 _____ 1 _____ 1 _____ T_7 • ,/ ---I '•·, ~~ C-, CT.I.. --,~ ~--1 ·---(_; LJ_ ---8 ., "' rri' •.D tj-0) 0) -' '- 0) Ol co 0 '' --L - 0:: u p (.--, 98,_ _____ m ---!"" --- LJ_ 97~L::::::::::::::::::::t'~i==~v=t==~-==i~=====E-===2======l======t====2======l======t====2====~====~====l r--.. r---r---.__/ PROFILE SCALE VERT. 1" = 2' HOR. 1" = 20' 0, 12+50 13+00 11111111 m■ ,:;; <O CONSTRUCTION NOTES 0 PROlECT IN PLACE. @ COLD MILL EXISTING A.C. PAVEMENT PER DETAIL ON SHEET 23. Q) COLD MILL EXISTING A.C. PAVEMENT 2" MIN. @ e11;11e1e 9E;ltt PER ~Eflllt eu 91 IEET !9. 1111 0 INSTALL GLASGRID 8502 PAVEMENT REINFORCEMENT LAYER AND LEVEL COURSE. @ CONSTRUCT 2" THICK FINISH COURSE ASPHALT OVERLAY. @ REMOVE EXISTING AND CONSTRUCT TYPE "A" CURB AND 18-INCH GUTlER , PEIR CNB SlD-182-L. ® REMOVE EXISTING SIDEWALK AND CONSTRUCT P.C.C. SIDEWALK PER CNB SlD-180-L. @ SAWCUT FULL DEPTH, PLACE 4• THICK PCC BASE AND INSTALL RAISED TRUNCATED DOME TILE PER CNB SlD-181-L. 14+00 FOURTH @ REMOVE EXISTING CURB ACCESS RAMP AND CONSTRUCT CURB ACCESS RAMP, CASE K, PEIR CNB SlD-181-L. @ REMOVE EXISTING CURB ACCESS RAMP AND CONSTRUCT CURB ACCESS RAMP, MODIFIED CASE I, PER DETAIL A ON SHEET 23. @ REMOVE EXISTING CURB ACCESS RAMP AND CONSTRUCT CURB ACCESS RAMP, MODIFIED CASE J, PER DETAIL B ON SHEET 23. ® REMOVE AND REPLACE WAlER VALVE BOX AND COVER TO FINISH GRADE PER CNB SlD-511-L. @ ADJUST SEWER/STORM DRAIN/WA 1ER MANHOLE FRAME AND COVER TO FINISH GRADE PER CNB STD-111-L. r:;;,._ REMOVE AND REPLACE PULL BOX/WAlER MElER BOX TO FINISH SURFACE I:!:!/ ELEVATION PER CNB SlD-502-L OR SlD-503-L. ® AD.UST SCE/TELEPHONE/GAS MH/VAULT, PULL BOX, VALVE TO FINISH GRADE (BY OTHERS). @ PRUNE AND REMOVE TREE ROOTS. INSTALL ROOT BARRIERS PER CITY SPECIFICATIONS AND TREE PROlECTION ZONE STANDARD. 15+00 R/W 10' 16+00 10' 15' 15' 15' 55' 50' 15' 15' TYPICAL SECTION NTS • AS SHOWN ON DRAWINGS OR MARKED IN THE FIELD 17+00 AVENUE R/.W 10' • . I SCALE 1" = 20' No. 65329 Exp. 9-30-11 <!'~~ CIVU,~ OFCAL'lt--"9' • 18+00 18+60 C-414O -' u 0 ' c:, D ' ' "' <C [_\_ D <J_ LJ L c-LJ LJ e::::: ' ' LJ ( _J LJ L ' ' ' LJ L c-c, ~ ' ' () LJ □ ,-, --------------------------------,-. CORONA DEL MAR STREET REHABILITATION PROJECT -PHASE 2 FOURTH AVENUE er '-' □ ,, ,J_) ' u D [_\_ t------~=~---r--------------r-=---------~□ PT DRAWN PT CITY OF NEWPORT BEACH R-5962-S ~ DESIGNED PUBLIC WORKS DEPARTMENT o-SH=EET=-2_1 _0F_2_3_,~ CHECKED FT DAlE 28 SEPT 2009 t 12" WHITE a:, PAVEMENT MARKING PER I CALTRANS STANDARD TYPICAL "STOP" 10' NOTTO SCALE 12" WHITE ., DETAIL A-1 NOTTO SCALE PAVEMENT MARKING PER CALTRANS STANDARD TYPE IV (R) CONSTRUCTION NOTES 1. ALL STRIPING DETAILS, MARKINGS, MARKERS, ETC. SHALL BE PER STATE OF CALIFORNIA DEPT. OF TRANSPORTATION STANDARD PLANS, MAY 2006 EDITION. 2. TEMPORARY TRAFFIC STRIPING AND MARKINGS SHALL BE PAINT APPLIED IN ONE COAT AND AS SOON AS POSSIBLE WITHIN 24 HOURS AFTER THE FINISHED COURSE OF PAVEMENT HAS BEEN APPLIED. 3. ALL FINAL STRIPING SHALL BE "SPRAYABLE REFLECTORIZED THERMOPLASTIC" APPLIED AT A MINIMUM THICKNESS OF 0.45 MM. CROSSWALKS AND LIMIT LINES SHALL BE APPLIED AT A MINIMUM THICKNESS OF 0.90 MM. ALL CROSSWALKS AND LIMIT LINES SHALL BE 12" WHITE UNLESS NOTED OTHERWISE. 4. ALL REFLECTIVE PAVEMENT MARKERS SHALL BE 3M SERIES 290 VERSION OR EQUIVALENT WITH GLASS REFLECTIVE FACES. 5. THE FIRE HYDRANT PAVEMENT MARKERS SHALL BE LOCATED PER CITY STD-902-L. NOTTO SCALE w :::::, z w > <[ D <==I <[ u D > <[ s s "' ,. J ( j "' J s s s l---~ L._ __ '"':; b--~ C,---~ l--~-c=--' --=--- en "' 4 "' FOURTH 2 "' 4 "' AVENUE ~---'--I ,'-'--'----,,------, ---= ,=--s w :::::, z w > <[ 2 "' "' s s / 8 w I :::::, z 11111 \ w J > <[ \_ B / w :::::, 2 ,-..."'--~ ~--~z ~"'--T-'-"HIRD "' AVEN 0 w ~-~~--> s "' s ~--<[ .-----G ~-~ <[ u <[ s "' <[ -z D L'.J w P=i s 2 -,--------, s s 2 s <[ s "' 4 "' ~--s z D -I-<[ z Cle'. <[ u SECD;c-c-N=D- ----------~- ROAD HUMP DETAIL ON SHEET23 12" lllilTE PAVEMENT MARKING PER CALTRANS STANDARD 20, 2D, DETAIL 21 (50') I DETAIL 1 / E g N .;/ DETAIL A-4 "' 0 NOTTO SCALE "' N LEGEND S = STOP 2 = 2-WA Y STOP 4 = 4-WA Y STOP B = HUMP D = DIP g; 0, "' " ui I ~ "' "' I 15 if) I ~ :); I 15 0, -~ .9-.b if) I "' @ (.!) z a: ~ l:'l u ~ l'j 00 -1" ~ 0 C-4140 '§ ~ioVALREcoiMMOO~-fiµ~~~--,-----:-----____::::____:_...:.....:...::__-j~ I APPROVAL RECOMMENDED - CORONA DEL MAR ~ " P IPAL CIVIL ENGINEER STREET REHABILITATION PROJECT-PHASE 2 ~ ~DA~TE~R.'-/!_C.E~. N'e0.~56~98=0 ==1-----~S~T~R~l~P~I N~G~P~LA~~N~ _ _J:; DESIGNED ADD WN AD CITY OF NEWPORT BEACH R-5962-S i ....,.c=HEC~KE=D--+-DA-TE----< PUBLIC WORKS DEPARTMENT SHEET 22 OF 23 ? BS 28 SEPT 2009 - CITY lR C EER R.C. NO. 45521 DATE 9-Zf-t'J' :::r:: f-Cl z 3: <( :,,::: _J _J 0... ~ w LLJ w Cl (/) en 0::: 0 l..J.... ~ (J) X w z 0 ---:, ~ f-:::) u :s:: <( (J) VJU ~ci O• ov 0::: ........_ (.!),.,., • @ v ........_ ~ 1" CLEARANCE BETWEEN t AND BACK OF CURB m 0:: :::) u -tO 12: 1 SLOPE MAX PLANTER CURB VARIABLE CURB ACCESS RAMP MODIFIED CASE "I" NOT TO SCALE DETAIL -A :::r:: f-Cl z 3: <( :,,::: _J _J 0... <C w :s:: LLJ w Cl (/) en 0::: 0 l..J.... {.<._ ~CJ 'J . u f-w - >-= :s:: 0 f--(J) X w z 0 ---:, SAWCUT & JOIN EX. 5" CURB ~ 1" CLEARANCE BETWEEN f-P /L AND BACK OF CURB :::) u :s:: <( (J) m 0:: :::) u • I..() VARIABLE C.F. VARIABLE SLOPE PLANTER CURB -----STREET PAVEMENT SEE PLAN FOR SIDEWALK WIDTH 1 / 4" GROOVES w 0... Six (/) <( ~ ::::!!: N @ 3/4" o.c. O'.'. ~ z <( _J 0... 0:: (:A u w BCR O" CF CURB ACCESS RAMP MODIFIED CASE "J" NOT TO SCALE DETAIL - B 'lo ~ N TOP EXIST. PA\,fMENT t- i Q. ~ z 24" ~ 24" TAPER I J TACK COAT 6' IX SECTION A-A EXCtG--< > • t:x:J [ J W37-3 ,~-W06-2-15 ------"-<--- 0 _,,.-PAINT REFLECTI'IE WHITE , PA'IEMENT STENCIL, TYP. > l r=n _ _,.,AINT 12" REFLECTI'IE . WHITE STRIPES O 6' O.C. _J_ 3 _______ > >-EX C t C • PLAN VIEW .t:mlli. I, PLACEMENT OF ASPHALT TO BE IN ACCORDANCE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLANS 1994 EDITI~- E!, ASPHALT TO BE INSTALLED IN 2 LIFTS. 1" MIN. AT HIGHEST POINT. USE TYPE III-D-AR4000 ASPHALT CONCRETE. 3, ROAD HUMP TO BE BUILT TO A MINIMUM HEIGHT OF 2 1 /2" TO A MAXIMUM HEIGHT OF 3" AT THE CENTER. SHAPE SHALL FOLLOW CIRCULAR ARC {RN325'). ROAD HUMP DETAIL CRACK SEAL REMOVE FROM PLAN NOTES: 1. ROUTE CRACKS T ARE 1/4" WIDE OR GR R TO 3/4" MIN. DEPTH. 2. AIR BLOW DEB AND MOISTURE FROM CRACK. 3. FILL WITH HO CRACK SEAL COMPOUND PER SPECI TIONS. 4. FOR CRAG 1 /2" WIDE AND GREATER, FILL WITH TYP AC PER SPECIFICATION. 15 MPH WD6-2-15 7' 3/8" LIP _l 1 j ., 0 ~ ~ -·~ .. '" ,-< /j ,, / , / c_:_ c- - C ' ( COLD MILL DETAIL AT GUTTER C-L L r· I u: No. 65329 9-30-11 cm1, OFCA\. NOT TO SCALE C <l c::: L c- ' L C' I c. ,. C- L L L I 1:: C-4140 Ccc ..-------------------------1~ CORONA DEL MAR STREET REHABILITATION PROJECT -PHASE 2 DETAILS .-J: C ~ ----------...... -------------------DESIGNEID PT DRAWN PT CITY OF NEWPORT BEACH R-5962-S ::: l---cc=HE=cK=ED~FT-'--tcD=Af=a-SE~PT-2-00--19 PUBLIC WORKS DEPARTMENT SHEET 23 OF 23 =