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HomeMy WebLinkAboutR_5598_S\ ·, GENERAL NOTES 1. THE CONSTRUCTION OF ALL PUBLIC IMPROVEMENTS SHALL CONFORM TO THE REQUIREMENTS OF THE NEWPORT BEACH CONSTRUCTION STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION.1988 EDITION AND SUPPLEMENTS. 2. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE.RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION, AND ELEVATION IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION OF THE NEW FACILITIES. 3. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO LL ADJOINING CURBS AND WALKS. 4. ALL UNDERGROUND WORK SHALL BE COMPLETE PRIOR TO PAVING OF STREETS AND DRIVEWAYS. 5. PAVEMENT SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE CITY AS REQUIRED BY SOIL TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING. 6. SEWER MANHOLES SHALLBE LEFT BELOW PAVEMENT GRADE AND BROUGHT TO FINISH GRADE AFTER PAVEMENT IS IN PLACE. 7. THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR AT 644-3311 AFTER PLACEMENT OF FORMS AND PRIOR TO PLACING AND CONCRETE FOR CURB AND GUTTER SO THAT THE FORM LOCATION CAN BE CHECKED Tb ASSURE ITS COMPATIBILITY WITH EXISTING CONSTRUCTION. 8. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE EFFECTIVELY GUARDED BY A SHORING SYSTEM. SLOPING OF THE GROUND, OR OTHER EQUIVALENT MEANS. TRENCHES OR EXCAVATIONS LESS THAN FIVE (5) FEET IN DEPTH SHALL ALSO BE GUARDED WHEN EXAMINATION INDICATES THAT HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED. 9. THE CONTRACTOR(S) SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK AS DESCRIBED IN NO. 8 FROM CAL/OSHA. 7. ALL WATER PIPE SHALL BE BEDDED PER CITY OF NEWPORT BEACH STD. 106-L. 10. THE CONTRACTOR(S) SHALL REQUEST INSPECTION FROM PUBLIC WORKS 48 HOURS IN ADVANCE OF PERFORMING ANY WORK. (644-3311) 11. ALL CONCRETE SHALL BE 560-C-3250. EMERGENCY TELEPHONE NUMBERS. AGENCY SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY PACIFIC TELEPHONE COMPANY CITY OF NEWPORT BEACH (PUBLIC UTILITIES) COUNTY SANITATION DISTRICTS COMCAST CABLEVISION COMMUNITY CABLEVISION .UNDERGROUND SERVICE ALERT :Z4 :X 311 PRINTED ON NO, 1000H CLEAR PRINT• NUMBER 634-0251 895-0221 551-7736 644-3011 962-2411 542-6222 AFTER 6:00 542-3975 . 720-4040 l-800-422-4133 <CJITY NEWPORT JPUBLK<C BACK 'BAY .> OF BEACCIBI THE ESTIMATES OF QUANTITIES AS SHOWN HEREON ARE PROVIDED ONLY FOR THE PURPOSE OF SATISFYING PLAN INFORMATION REQUIREMENTS. THE CONTRACTOR SHALL PERFORM.All INDEPENDENT ESTIMATE OF ALL QUANTITIES AS A BASIS FOR HIS BIDS AllD CO!lTRACTS. CONSTRUCTION NOTES ,-.··· -DEPARTMENT CD CONST. ACCESS RAMP PER STD-18l~L-~, :CASE H. 0 DR~VE CITY OF NEWPORT BEACH THIS PLAN IS SIGNED BY THE CITY OF NEWPORT llEACH FOR CONCEPT AND ADHEREHCE TO CITY STANDARDS ONLY. THE CITY 15 HOT RESPO&l6LE FOR c~jjidt"· ··~~~~ CITY HG HE R D T C') Iii UJ :c (/) ,. -N-SCALE, 1'"=250' ( CONST. 8' CROSS GUTTER PER STD-185-L. © CONST. TYPE "A" PCC CURB & GUTTER, 8'.' G. F •• PER STD-182-L. · G) CONST. 8' WIDE SIDEWALK PER STD-180-L. © CONST. 4' WIDE PCC GUTTER PER STD-140-L. 0 CONST. TYPE "C" PCC CURB & GUTTER, 6" C.F. PER STD-183-L. © CONST. 3" AC/8" All, WITH PRIME COAT. © SAWCUT AND REMOVE EXISTING A.C. BERM. @ SAWCUT AND REMOVE EXISTING CURB/GUTTER. @ REMOVE EXISTING CHAINLINK FENCE. ! @ COLD PLANE 0.1' @ C.QN::.T. AC.C.E5S !'.AMP PER, DETAIL ~HEE:T 2 ::::----... ~...---,.----...,.....__~,..--.._,,........, ,.-..._ ~ @ CONSTRUCT STEPS PER STD. 404-L . ) @ CONSTRUCT CURB INLET PER STD. 300-L MODIFIED) ~ ® MANHOLE FRAl!E AND COVER TO BE ALHAMBRA FOUNDRY IIA-1530 OR EQUAL WITH LOCKING DEVICE "' . @ DOWELL 114 BARS B" INTO PERIMETER WALLS AT 6" SPACING \ ® CONSTRUCT NEW TOP TO BE 8" THICK WITH 114 BARS AT 6" BOTH WAYS • ) ® SAW CUT EXISTING WALLS 8" (HIN.) BELOW T.C. (ALL FOUR WALLS); THE NEW TOP TO BE 8" THICK AND TOP SURFACE TO MATCH SIDEWALK @ RE}!OVE EXISTING TOP @ CONSTRUCT LOCAL DEPRESSIONS PER STD. 304-L REFERENCE PLANS: CITY OF NEWPORT BEACH R-5150-S 40' 28' 4' a· 2" .I I _:__ r --------Enblmg PovcmCl!I ~r-,J 10 YVPICAL SECTION 13ACltBAV DIRIVI! PROJECT LOCATION BASIS OF BEARINGS: RS 96/39-43 S66-66-46W BETWEEN PROMONTORY 2 AND ORIGIN PER THE ORANGE COUNTY SURVEYOR'S CONTROL DATUM BENCH l'!JARK: CITY OF NEWPORT BEACH WELL MONUMENT AT INTERSECTION ·OF BACK BAY DR & JAMBOREE RD ELEV 26.68 .... • VICINITY MAP N.T.S. ~ ·•· ~ REVISIONS BY & DRIVcW'A 'f 8-S-85 ~A~Ro DS /i), AOOe.t> Sl-l.€:.f~1 '\ S-3o-&'I .,, & R£Vl56D S-J>-1)1 C.01->~T-~oTGS ',5 ~,._-•-.. --"---- ~ -~•c·P. * ~, 7~' •• .. • fr,'~ ,:~<s: :,1th ~). • ~ $' r---"' ~\, 0 N :':: _.I :;;t_ Cl) O'>"" -u LO.,.;. > N.--~ . ., ~o 0 " ~-, .... ~ ., w ... :5 0 0 0 ., ., ., .. ., .. ., < .... Q -., ... z t: :,: < :, " ., .. z w .!"' ., 0 .... J. ,_ :, "' ., a: oO ~ ~ ::, ol-:; 0 Ow -0 ::z t;d f ;: ., Oo 0 ~-w !? "' < :i• .. w ~~ "' .. " <m z ~! ~ 81.l :c Cl) z 0 c( • - <( ..I MS I!.! a. '> ca I-'= ~ I-z ~ ™ IIJ ™ D: a ~ 0 IIJ ~ C. > ► ro :s: 0 c« 0:: L!.I a. m ™ 2:: a d ,. Ll. I-I~ ~ 0 IIJ :o = > IIJ ~ I-0:: ~ -I-~ (.) Cl) w <C ::, () -a: • C :c !I) > 0 ri:i <C <C DI UJ z Ill ~ I-p 0 <C a: A Ill 0 a. ... ~ ... 8 C') w ~ ... ;;: 0 i A ~ l ~ C) l Date 8 FEB 198-9 Seate AS SHOWN Drawn Job DUNES Sheet 1 Of Lj Sheets· I? -5"-s~s~s .. C i "' . ; , < ,, C . 0 ;-.) ~ ' :C:-o " Q L--=-c: > /,.,- ,- b { ,:_: ~ ~ 2 C ;-~ ' 8 '" ~ - C f: 6 ' 8 n 9 0 ,, s g . ~ ~ !'' 9 cc ,- > 2 C ::::,. L:l f; 1 -,-1 .. IA ·~ ~ \ ~ "'- I.\ 1) \SI (lj \ 0 JJ -~ ', ~, L C,J -·-C .. -·· --,--, . ,, . =j.c 1-j ···~· j I -~: I • ···--+·······••I• -_ .. ··.::::::r:_-.. :·: ··+· ....... -. ::~---"''."'. ·===---:r:-- 1 1 . :: +. -;_~ . i + ...... . ! . ,- ,- 1 '. j .CCL :. j ,t~- ...... -··----+---------+-"·'" - --1-.• I - --j ------i-----••--'" . f .:.-.:+- -. __ -. - •. j. ··•~-t • ·t -f-----+-=--.:: -' : : ·.:> r ----- -! ,-1 ~ -- ,-·- ... ~-:._______._ ... ---+--t : •.• --·-_+,· -; -·-' .... ::..: . -----i------•----+--· . ·-~. -~- 1 '. •. ,=-= . t::: .. _..... ==·:j.: ..• - - ' I . "::r .• -j f--·· -1 ~· : : ' ' --, '· ... : -I•- -, : -1 ··----1 L:_ •------=- ··= ~ · .... ·-=-- ::.....::.:..... :·"·_ -t ;·_. ••. ~ ·t: - 1 ''-,'. :=1=.=,, '., ' t - - • .. ~~: .. ,::==t<· :----1 ~-- ;l .::· :.__._, - . , ---_, -l • I ... :t:=--............: :J-l 1·::=1==·-; ' - -• STREET DATA TABLE R L BEARING/ DELTA (FEET) • (FEET) REMARKS A B C D E F G H I J K L 62-47-46 N07-29-58E 19-48-40 1Z-4G•38 ~~-/4 ,fJG 04-20-49 32-22.-'18 OB·3~·3S N07-29-58E 12-05-35 69-17-31 99-44-00 • :450.00 493 1.20 C/L 3.16 .C/L 800.00 276.62 C/L 20.00 20.00 482; 00 482.00 482. 00 832:0Q 20.00 20;00 .. " a .. 2/i. 40. CO.fB RETlll<N _&, 3464 C•R8 Rtirt&fl . ,1; 36.57 CURB 2.70,72. CURB /!:,. 72../5 '. CURB ft:,. 3.16 CURB 175.60, CURB 24.19 CURB RETURN 34.81 CURB RETURN .. " a .. .. ~ X ~ \ \ @r==:::::B:::'l:':::K::E::::P::::A:::T:::H':'=:::E'::'::N::::T:::R:::A:::N:':::C':::E==:==- DETAIL DIETERICH POST REORDER NO. 113013 -- .--_-_ . 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' ··-. ,, ·-,, -. . ,_,.,. ...... . . ,J----4_ . .--+==: ---- J=+· " j__; I •- •·-== - l -~-'=~ '. ·-i .t··-t !;§=-i ,--t-,j -= = -. - - , I . -==--1 ,--, . . : ~ _,, 1 --r --' _; = J +==-'' l. _____ , -. ·-..._ -----------------. . -;-:--------" : j ~· ·:-~.:.: =-·1 -. ( ·~---:-:1 I~-:-,. ' ~- .--i =~~/ ... ; .::.~ -=---+-. -~ L_~ -.1.:·.·---•-·-· ; . ...:..:..:..=t.. - ·= ! ' - T --' ·-----:-:: I--l _, - ' '=l ·=· • •·--V 0 0 © 0 © 0 © ® @ @ @ j .i= -I---J -~ ! ! _,___________,__ -~ 16 17 CONSTRUCTION NOTES CONST. ACCESS RAMP PER STD-18l~L-A, CASE H. CONST. 8' CROSS GUTTER PER STD-185-L. i -__ :-==L 1= ' ' : CONST. TYPE "A" PCC CURB & GUTTER, s:• c.F., PER STD-182-L. CONST. 8' WIDE SIDEWALK PER STD-180-L. CONST. 4' WIDE PCC GUTTER PER STD-140-L. CONST. TYPE "C" PCC CURB & GUTTER, 611 C:,F, PER STD-183-L. CONST. 3" AC/8" AB, WITH PRIME COAT. SAWCUT AND REMOVE EXISTING A.C. BERM. SAWCUT AND REMOVE EXISTING CURB/GUTTER. REMOVE EXISTIN.G CHAINLINK FENCE. I ! COLD PLANE 0.1' @ C.ON'5.T. AC.Ci::SS !\AMP PcR DETAIi.. PLANS PREPARED BY:. . ' -'---+ _ _____,__ t t== _ .. I I--=-----+-. . .. ··----'--! : • -1-~·~_ ... t . ;-- 18 ' """! =. ::::::r::-t ! .. -. L. --: -,=.--. :::::::i::::==i:-· ' I' . ..:....:..:.... -:::: 19 ) j ~'---I --=r--- .... L .. ----:. :1 ::.:...:..:..:.: :; i +-·-·-+ t : : _t_--' ; ::.j::==f.:: ' ....... ~r. -r 20 J j -~ _j_____;_ ~" : : . -...:.::....:.: 21 :_··§ : -____, .... :: j --f '-,-·~i i ''= .. + .. ; . I - - • ,---1--·- -=! l luft/1 VARIABLE THICKNESS OVERLAY CITY OF NEWPORT BEACH ! I _, .·.=::c:::· l --' • ... --.. : .-... : DUNES t--,---::;;:::;;:::;;::-------------------------t---1---t---------------------,--1 THIS PLAN IS SIGNED BY THE CITY OF NEWPOflT BEACH FDA CONCEPT ANO ADHERENCE TO CITY STANDARDS ONLY. ( 'J,NEWPOR,T o· ' 40' • ' GRAPHIC SCALE 80' • ' 120' 0 (2, (l)c -=~ -"' COURTON AND ASSOCIATES __, ';-\~ 1400 QUAIL, SUITE 145 '-~~a-ifJ..JJf· NEWPORT BEACH, CA 92660 , ,,13.,,_"J_.,,_;,,_;,, ( ) 'M::0.ro---J;:_ 1,½=~ 9 Fe.B &i DONOVAN A. SOUTHWORnt, R.c.E. 25927 DATE EXPIRES DEC. 31, 1989 1----+_:--+-----------'-----------t-:.:-,-t THE CITY IS NOT RESPOSIBLE FDR £/✓ DESIGN ASSUMPTIONS ANO ACCURACY. 3:)Mra<i_ D.s &, ADt,e.b .sK.ee.--r L-\ u""<,/,et ~M i.::,:::::::_+-=::=--j=1,~R.::1':..::V:.::1:c5:..E.,.=:.:_c,C...::u.:.~;:-;;1',--L;-:=e-:,,._,--'---•:::l-l:-:-:,S--f<::;;,W";r'9~7J.JJ,Jg,_ 3t./t,-;;,, 2MA~3i Ds ~ ~,... () = .... e.c..-r-"Dr, 0 --r -· ~./~ c,n ENGINEER ~ DATE BY DESCRIPTION APP"O. 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I V:-"':f ~·:· :.~·.:---~" --+--· ~- I I 1. ·-~ ' 0 0 © G) © 0 © 0 @ @ @ ' . , ·-;---:~r-J I +--·. +---; _::.._=t= -~ = i • --+ _. .. _· . 1·. -.-... 1,--.; .... ' t .... '' • I :--+-------. --~ . ..:.::.::..-=:t.."'"" -~ ~:r=::: j -i=·· :· . -+--c- ·-+--,:- ..... -. ,. .------,..----... __ ______,________ . . : : _, -'------i----. -:l -·. . .. , - ..• : .r _-_ : .. : j G#=&;·GR4Q~ • , ••. -~ l • _· • d~-.:· __ ;-·-___ -1-•• _ .. _ . 1 ~ .. + :·:.::..:__ ~-; -~:· : . ---------1----.· • '·_;··--·-··' ''' -+--- . .;. ·~ : . ( ' ' : • -=l .... ~ ... ..; "" ·-~ l .... • ·.::::::::==i:. 1 1=. ; ...:::::J== -~ ! ' ~'i; -~-· 1· ·-.~•·1· ' .. .:=:::::i::-' . -' ..... J......_:"" i ,_:_.__._.- 21 22 23 J /I ,... ~ rr; CONSTRUCTION NOTES CONST. ACCESS RAMP PER STD-181-L-A, CASE H. .. CONST. 8' CROSS GUTTER PER STD-185-L. .,, Y"'-~ ... :; •, '•. CONST. TYPE "A" FCC CURB & GUTTER, 8" !;.F., PER STD-182-L. CONST .. 8' WIDE SIDEWALK PER STD-180-L. CONST, 41 :WIDE PCC GUTTER PER STD-140-t. CONST, TYPE "C" FCC CURB & GUTTER, 6" C,F, PER STD-183-L . . · CONST, 3" AC/8" AB WITH PRIME COAT. SAWCUT AND REMOVE EXISTING A.C. BERM. SAWCUT AND REMOVE EXISTING CURB/GUTTER. REMOVE EXISTING CHAINLINK FENCE. COLD PLANE 0:1' u; "\, ' .. , -._,,___._,._,,._,,,._, --==t=·.-1. I. -. ; -' ·: ---+'----+ . ,~ : i· ..... ..,-: .. : .. • . -----+-----· ·< : '·=--1 I ..... • D18ERICH POST REORDER NO, 113013 ·-• -r---::- 1------: .. , - 24 ,, I z I ( • 1' •--- ~--r-----1 . -· .... ~ I. .,§ =··· I J= .~ ' l 4 ; ~' .. _ __,_ ..... i-:::::::...... .. 25 ' "~ ... i---+- -.. : / .•• =· = Qr NE!WPORT DUNES 1311 BACKBAY DRIVE NEWPORT BEACH, CA -···---+-·:·--~ : -..::i. --· ,1=1- 26 40' I ' ' ' = l ·ct l ----==+=-1= • I ... -, ' ~:~:= .. - •-r-· .. . . 1 ..... , ... .. .. I ---+-.. ·--~ ··•·· ~ . • -----+---• ., ···-+-·" ; --=---..+--, ____ _ .... =r --t j :·.. :-;i ... : .... t ; .. _.:· .. t. ... -::'i· j -'"--l..=:=: '. : • I. __ , . ·j -.-.t.·-~ -,........j ' f . -+--· -: ~ • • - ~ ·---+-·:~· --,"$· ~, ---, • ' ·=··: t l .... , I i -----------l' i ... • '. .._ ..... _...... . .. + ... -_·_ -I -I-• ::..::.::.::.::t:: __ :.:.'f. . . . • .. • ,_ : : ~ ~ . ' ! . -=±==::1 .... -;. ---.........::.·,--.. ·1· ·11:· ..... ,-.... , "! .: ..... -t --t' ' = ' . !· . ,,,o • ----1 ~~::::-:--~•----i • i7,, ...... L ,f .. ,, .... ,"···C t·. =-1=: j. : -=i=:=:· ..: i •.. --==t=.:. • ' •--+---., ··,3· j~_-·1 '! .:..t- ' -. ---. , .. ----< • ·~~-' I :·: ) •• .. :.:i-• .-J" ,_ I -·+ .. --,--·-i· ;· __ -1.~-:==.-.._· ~---~:.±3·-.:, -~ •• -" 1-1---;:-.. -,· ;-.-:-::::-:.:r=.~ ··t • ---~ ·-t---'..---· .... r-•. --, '' ... , ·f·--r"' . ....=,.._ 1-·.' Jg.· ! . ~---=----- : ----:::;::=::=:4 ~--:-:--:-+--l .~"-..,l 1 ---+-• l ; .. ..:.;__ r :-----+--· ·--+-·-·1-'-+ . .;-----'--• ----+=----•-- ' ·l . ·r l • . .. _ ..... • t l = I l ,_ ~ ~n ,.-_·7_-~-: ·-------~ • '"t " ·___,__ .. J• -=-• 1 [ l • 1 '. Li ·-•.• -'\-l_ll •: ... :f --;= :y .. £: ,.u ~ . .., ' ---+ !• -.---=: . ·.-1=! k¥ ,=-,:-- J-=t:-• '===i= i ·-==·1 =· 27 28 29 30 STREET D.ATA TABLE □ A B C ·o E F G H J BEARING/ DELTA 19-48-40 N27-18-38E 51-00-34 :N23-41-56W J!i27-18-38E 51-00-34 N23-41-56W 39-08-57 90-00-00 83-31-19 R (FEET). 800.00 800.00 768.00 50.00 25.00 25.00 llufll VARIABLE THICKNESS OVERLAY K N62-50-53W o• j 40' J ' GRAPHIC SCALE 80' ' 120' . ' ' L N27-09-07E M N62-'50-53W N N62-50-53W PLANS PREPARED BY: ~ COURTON AND ASSOCIATES JC 1400 QUAIL, SUITE 145 1~?A333jf_f.: NEWPORT BEACH, CA 92660 ~~~~~~:,, . !'J (7117521.J712 ~ DON\JVAN A. SOUTHWORTH, -R.C.~ 25927 EXPIRES DEC. 31, 1889 DATE L (FEET) 276.67 223.31 712.23 203.06 210.00 683.74 84.48 34. 16 39.27 36.44 /28.26 18.00 36.00 5.00 Bl1tARB9 DATE REMARKS OVERALL C/L C/L C/L C/L CURB CURB CURB CURB CURB RETURN CURB RETURN CURB CURB CURB CURB D5 BY 31 > , .. DESCRIPTION APP'D. REVISIONS 32 • CITY OF NEWPORT BEACH THIS PLAN IS SIGNED BY THE CITY OF NEWPORT BEACH f0R CONCEPT AHO AOHEREHCE TO CITY STAHDARDS ONLY. THE CITY IS HOT fl£SPO fB E FOR OESIGN ASSUMPTIDN!",I CCURACY. ...-• .:,,_~ nl '1/ · l. ).fhlll.t/, S/J/(P; DESIGNED OS CHECKED M "DAT"' DRAWN RW DATE t/10/89 l ' i 'i ' i 1 ' 1 _j__j ,.@l J'i!:i -i :~, 14 C ')_N'EWPOR,T DUNES STREET IMPROVEMENT PLANS CITY OF tJE\"JPORT BEACH PUBLIC WORKS DEPARTMENT SHEET 3 OF L.j; C I ! .. ' ;-I C 5 p' n C 0 \ I 0 :0 )::, ~ cl 7· -, I----, i-= 1-= .L I'" ... g, -. -~ 'I -- "' ... ,. - I '' .···-: "' ... • -· DIETERICH POST REORDER NO, 113013 + ... ~ i _, ' { .. - ... !.'. - ,,, I -~\: --~~1/ .: ..• ,_ .. , ... , ' ,, j -' 12- ~ T-ER . -------+--.,.,.f .: - . ;-I ... _ -B1STJi\ll -, -nTt"'~-+--I\C ll'i:'. .... J'=ENO:SCA-,;.,· ----CJ ·--+----··1· -· L_,, ,. .. - I -' ; _ ... ----t ~ -I ff 0 :-_- ' -_ ... ,. _-_-. .. :.: - _-•- ---·-I! ·L ---' ~-.. •i_,,.,·_;,.,...., .:...I' . , . ." ,, ------.-- • ,.;_•,, .;_ • -•. _, 1 ·,.--~f "-----<---~'- ~ :,, .;:;-.......... u ·--·k.....: ;==I Ei 1) - -' ti· r • "" - ,_ - ' ' -r I +-----~ --,_ •• -------+-- =~cc','~~-.=±=±='" = f.....=::±:::::...:...:...:... l=::::::j:::::: --===:::::::::::: . . . -,. ' '' ' • I ~: -, , .. ,-- !·· ru :JI +: ' NOS --··· ' -:' _·_·': -~ ~.-i -+ j 1··" GENERAL NOTES •• l CONCRETE TO BE 560C-3250 2 ALL CONSTRUCTION TO BE PER CITY OF NEWPORT BEACH STANDARDS CONSTRUCTION NOTES @ SAWCUT AND REMOVE EXISTING CURB/GUTTER, CONSTRUCT STEPS PER STD. 404-L CONSTRUCT CURB INLET PER STD. 300-L MODIFIED) MANHOLE FRAME AND COVER TO BE ALHAMBRA FOUNDRY #A-1530 OR EQUAL WITH LOCKING DEVICE DOWELL /14 BARS 8" INTO PERIMETER WALLS AT 6" SPACING CONSTRUCT NEW TOP TO BE 8" THICK WITH i/4 BARS AT 6" BOTH WAYS SAW CUT EXISTING WALLS 8" (MIN.) BELOW T.C. (ALL FOUR WALLS); THE ~'EW TOP TO BE 8" THICK AND TOP SURFACE TO MA'rCH SIDEWALK REMOVE EXISTING TOP CONSTRUCT LOCAL DEPRESSIONS PER STD. 304-L ~ 40' T,• O' ' 40' 80' -. NE'WPCll=IT DUNES 1311 BACKBAV DRIVE NEWPORT BEACH, CA • ' ' ' ' ' ' GRAPHIC SCALE I ' ----I . .·: :" '"' I , "· _J l =I .. I _, E :::.)"""" =+==--· • ?c:: --::---......::_ _, -·I ---+-,_ -1-----: =-1.......J.--:----j-:_''i. '=.I----··· ··---~ ; -' ----+--------< -.,--- I .::::, . R -- • ' ': "' ----=-___ ._ ----___ ,J_ ---: . --+----. ---- """"'"""'~ l!tt ..:lft ~ Vlt• UM! t I - TYPE I B Rll.9 ANGLE ANCHOR AGE MODIFIED l<'EV. 2·2.2 -tJ5 AOOPTEO FROM CITY or I.OS" AI./GELES 5TO PLAAI B-!3654 ~e-P. p-..e•::tJ CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 120' ' ' DONOVAN A. SOUTHWORTH, R.C.E. 25927 EXPlrlES DEC. 31, 1989 DRAW,U A.I.M. DATE :3-/-7B APPROVE""--;--\ .'0 ~• (!_ BY DATE ' '. - ·-· "" -- ' -... ..I !: .. , .. "= ''""+====t ' - ., ' .,, . --· t __ _j_. ' _·_ - -.. ,j __ ,, _, - , __ ·•-+---- ··.::::::T --·. , ... -=~ ! -, ... ' ""'''" ___ -_ ··-···•+--- - • ' ----+- -_"_' --·_;-- -- . ....... 1. - --i------..:::::::J :··------i----- - • ···----+--- I --.. - I -·-··•·-+--- --l . --. ;_i-:._··:'. ,,_ --i : ... : 1 • ·.:· ... :. ··-.. - -... 'l. k"" i::JD 1--1.25" DO -.. " -.'" : -- .: :·. • -----L.__ -:i I~ DD DD ,_ t-1 ----------15.37"----------1 I I 13.0"--------- r~===-=n NOTES: ----- . --J-- 10.50" 1.25"- C 1. TOP STEP SHALL BE NO MORE THAN 24" FROM THE TOP OF THE STRUCTURE 2. BOTTOM STEP SHALL BE NO MORE THAN 2'-6" ABOVE THf lNVf0 T. 3. STEP SPACING SHALL BE 12" O.C. 4. STEPS MAY BE CAST IN PLACE OR EPOXIED IN ll" DlAMf.HR cR!LLED HOLfS • MATERIALS: 1. STEPS FOR SEWER AND STORM DRAIN MANHOLES AND O,Hr. SikUCTURES SrlAI.L OE POLYPROPYLENE WITH Al" DIAME•CR 80,000 PSI :rn',!IL STP.ENGTli SllEL CORE. PER SOUTHWEST'S MANHOLE SAr :n snrs OR APPROVED [Q'JAL. 2. EPOXY SHALL CONFORM TO STAT[ nr L~I 'FOF~,A SP,C,:•IC.Al!ON 8048-2111-08 ~~ II tr tI tI tI ~- AND BE USED IN STRICT ACCORD W,TH '."i '-".T,·,<Al"1Uk!RS PRH/lED INSTRUCTIONS. CITY 0F NEWPORT BEACH PUBLIC WORKS DEPARTMENT STEPS FOR MANHOLES 8i STRUCTURES DRAWN M6XX DATE 4·1Z.-B6 APPROVED PUB'L.IC WORl<S DtREC'l"OO. • R.E. HO, (1-tfM ORA.WING NO. STD-404-L ... -- ( '))',iEWPOR..T ' ·- = . -- :DUNES CATCH BASIN DETAILS DESCRIPTION REVISIONS APP'D. DESIGNED 'DS CHECKED !'fr DRAWN RI-I DATE 2L) MAY 8'i BACK BAY DRIVE CITV OF ~JE\'lf PORT .BEACH PUBLIC WORKS DEPARTMENT SHEET 4 OF 4 ~ ~ ;.;: l ---- I I / I l I I l I -i ' ;_ I ;_;_. I -·