Loading...
HomeMy WebLinkAboutR_5647_S§ .; Ge -AVE, g ill z .0 CITY OF 1--C) COSTA z ... ~ "' I, MESA ! -COU£GE i VICWllA ST. 1-- Q 1 ..-J---1=91H'"--l---S"'-T'-. -+§ \ t\ L --- I • I I . \ I • . ~, ~ PROJECT LOCATION P19CJ;::-- Jc 0 -I NOlCATES AREA SHOWN ON LOCATION MAP VRCHNRTV MAP SCAlE: !' = 4400' S)l'JMBOl LEGEND g $ POWER POLE IS&$&x9 0 W<Nl-lOLE 'tJ FIRE HYDRANT D METER BOX ~ VAL VE POWER POLE ANCHOR 0 MONUMENT -x-x-x-FENCE === BLOCKWALL TREE SHRUBBERY .,,, .,,,_ .,,, --= ASPHALT PAVEMENT !: ; : l : ; :; : '. :";,' ;: ': 131HCKWALK I • .-· : I CONCRETE ~=J eu I LOI NG • ----EXISTING CONSTRUCTION -------PROPERTY UNE ----NEW CONSTRUCTION ---1.~ -CENTERLINE ----S----SEWER LINE -----W-WATER LINE ---G---GAS LINE -E~ POWER LINE -. TEL-TELEPHONE LINE -. -TV-CABLEVISION LINE -SP-SPRINKLER SYSTEM :0: STREET LIGHT ' ' . fa_, $~ .,.~~~ ~ I • / c:i • I I -' PPER ~ I ltl IVERS !TY WPOR"f;=-=...., BAY r, . =1 ~ i::: !, ,; I c., /, 0 NEWPrli?ia~~ ' EA RECONSTRUCT STREET SECTION GEOTEXTILE PAVEMENT FABRIC E'LY R/W I I I 2' 5' l ____ -r_.,,, 8 I L 4 ·.1 I I: . ·:\ I I ''-c::. •. 4. . 1/2' LIP ~~SI ~$~\\. f .. No. 19111 . 9--30- CfVl!. ~ CAl,1 \ \ EIMIERGENCV TEl.EPHONl\E NUMBERS AGENCY SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALI FORN I A EO I SON COMPANY PACIFIC TELEPHONE: COMPANY CITY OF NEWPORT BEACH (UTILITIES OEPT.l COUNTY SANITATION DISTRICTS COMCAST CASLEVISION NUMBERS 634-0251 895-0221 611 644-3011 862-2411 542-6222. U.C.I. CITY HALL PUBLIC WORKS DEPARTMENT [83(0)lUJ l lE V ArR D SflR[ElEf ro C-2910 APPROVED: UBiicoRKs DIRECTOR R.C.E. 12806 W'LY RIH VARIES FROM 75'± TO 90'± 13'± CROWN LINE <VARIES) r-----;;:::.~3s;:;-✓r~o~4:;,__3'----=-:----=3~·-6:';, r· 11-;-F~·EXISTING PorlER POLE i---5 -~t-2----il 6 I I (7) I EXISTING A.C. PAVEMENT (4-1/2' A.C,/6" A.B.) E.M.A. / TRANSPORTATION PROGRAM APPROVED AS TO A.H.F.P. FUNDING ELIGIBILITY ONLY EX. 4-1/2' A.C./6' A.B. 1 1 I ~\ 1 I I t I I I 2.5' TO 4' . . t;; "' ua JE'j) uo 19 N.T.S, P.C.C. BUS TURN OOT PA~ l'VP H CAIL. SEC"lf' HON SllR(E[Ef DATE: t'c-r. 16, /992... • DATE: E'LY R/W I ~ 2' 5' 1/2' LIP 2' 5' 8' TO 10' CONTRACTOR TO POTHOLE ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR TO NOTIFY CITY If" ANY DISCREPANCIES ARISE. 13'± VARIES FROM 65' TO 85' CROWN LINE (VARIES) LOCATOON MAP NOT TO SCALE GIEIN!IERAIL IN!OTIES 1 ALL WORK DETR I LED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL. BE . IN ACCORD TO THE CITY. S STANDARD PROVISIONS: Tl-HS CONTRACT'S SPECIAL PROVISIONS: AND THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION" 1981 ED IT ION AND SUPPLEMENTS TO ORTE. 2 EX I ST I NG UNDERGROUND UTILI T 1 ES ARE SHOWN AS PER AVA I LA131..E RECORDS. THE CONiRACTOR SHALL BE RESPONSIBLE FOR VER lFYt NG THE ACTUAL LOCATION. AND ELEVATION IN THE FI ELO. PR HJR TO BEGINNING OF CONSTRUCTION. 5' H'LY RM I -~ I I --y:4 .• _. ~-• · ·:" d · · · J•~wt _, 1-1 >.~:· :~J I Ex 8• PC·C_..,...-;.-_::<.· ':::-·.:', :::.',: ·.:_~·,:.·.:.·.·: . . . . -· ~-. .·.··.:. :::-•• • '-:·· ... "-._ ' -....C'-.:_:_ •• •••• "'------.-:•-. • I • EXISTI~G A. C. ~MENT EXISTING A.C. PAVEMENT (4-1/2 A.C./6 A.B. l (2-1/2" A.CJVAR. A.B. l S'JA. il+OO 'JO -3+~5 IBAliBOA BIL VIO>. SECT U ON N. r.s. VARIES FROM 80' TO 110' 13'± 53'± CROWN LINE (VRRIES) STA. 3+~5 TO ~+110 !BAIL.BOA BIL.VIO>. SECTDON N.T.s. A. C. FEATHER EDGE W'LY R/W I 5' 2' ~ CRLL TOl..1. f"REE 1·800·422-4133 BEFORE YOU DIS. 542-9875 AFTER 6:00 PM DATE: R-5647-S .SHT .1 OF 6 fB .Oct 1892 l ~_] • " ._;:;~- 1 I I /-~- • I I I I I l 1 I I I :.1 l . . 'l - OONSTIRUCT~OIN INOTIES ~ INSTALL PAVEMENT FABRIC OVER EXISTING PAVEMENT. ©-AS.NEEDED, SEflL EXISTING PA\IEMENT CRACKS/JOINTS 1/4" OR •• LARGER, AND CONST.RUCT 0.15' THIO< ASPHALT CONCRETE OVERLAY. ©---ADJUST EXISTING UTILITY FRAMES, COVERS ( W/lTER VAL. VES, MANHOLES, ETC. ) AND SURVEY MONUMEI\ITS TO FINISHED GRAllE PER CNB STD-111-L, STD.-116-L, AND STD.-St l~L r.\ COLD PlANE 5' HlNIMUM WEDGE Cl. 5' BELOW E.G. ,E:XISTING PAVEMENT SURFACE ~ WHERE APPLICABLEl AS SHOWN ON THE TYPICAL SECTIONS. ©--SAWCUT AS NECESSARY, REMOVE EXISTING CONCRETE SECTION AND CONSTRUCT 0. BS' THICK ASPHRL l CONCRETE BASE COURSE. WHERE STREET RECONSTRUCTION IS .ADJACENT TO EDGE .OF P.C.C. PAVEMENT,GUTTER, CONSTRUCT A.c. BASE COURSE 1.5' BELOW EDGE Of P.C.C. IMPROVEMENTS. II\ISTALL 12' WIDE STRIP Of ASPHAI..TJC MEl'lilRANE PAVEMENT FABRIC AL.ONG cONSTRUCTION JOINTS, EXCEPT ADJACENT TO EDGE Of P.C.C. IMPROVEMENTS. (c\_. SAWCUT AS NECESSARY, REPLACE EXISTING P.C.C. CURB.,__PAVEMENT AND GUTTER WITH ~ TYPE 'A' C8",VARIABLE C.F.) P.C.C. CURB & GUTTER ~~R CNB STD.-181-L. ®-REMOVE EXISTING P.C.C, S!!JEHRLK AND. C.ONSTRUCT P.C.C. SIDEHALK PER CNB STD. -180-L AND JOIN EXISTING IMPROVEMENTS. ,.,, ©--' SAHCUT AS NECESSARY, RE:MOVE EXISTING P.C.C. SIDEWALK AND ANO ·P,C,C. CURB AND CONSTRUCT MODIFIED CASE "E" P.C.C. QJRB ACCESS RAMP WITH DEPRESSED P.C.C. CURB PER APPLICABLE PORTIONS Of CNB STD.-181-L. @-5AWCUT AS NECESSARY, REMOVE EXISTING PAVEMENT MD CONSTRUCT P.C.C. CROSS GUTTER PER CNB STD.-lBS-L. @,-REPLACE: EXISTING B" CONCRETE SEWER MAIN WITH 8' DIA. SEWER, PIPE BEDDING. AND BAO<f'ILL PER CNB STD. -106--l AN.D TRENCH RESURFACING PER CNB STD.-l05-L. @--INSTALL TRAFFIC STRIPING, PAVEMENT MARKINGS AND RAISED MARKERS. I _,... ___ __ F F F F F F F F F F ,,, ----------------------~-' EX. 12" ACP ~-------+-.,.....--- Ji I z ol I- 0°1 o=> a:: I +~I .,.. z1 0 .01 ~ZI w-e>I u, w • ml M I --------- I I I i 7 I -------------------------------: 4 @-REPLACE EXIST. SEWER MANHOLE PER CNB STD.-401-L, 48" DIAMETER. @--COI\ISTRUCT SEWER MANHOLE 48' DIAMETER PER CNB STD.-401-L. @-ABANOON EXISTING SEWER MAIN IN PLACE. CUT AND PLUG ENDS HITH CONCRETE. '20'---ABANDON EXISTING SEWER MANHOLE/CLERNOUT. RETURN COVER AND FRAME TO ~ CITY -OF NEWPORT BEACH UTILITIES DEPARTMENT. BREAK OUT TOP 36' AND INVERT AS NEEDED TO PLACE Nm 8' DIA. PIPE AND FILL HITH CLASS 100 E 100 SLURRY. @-JOIN EXISTING B' DIAMETER CONCRETE SEWER WITH A TRANSITION COUPLING PER DETAtL "fl", SHEET NO. 3. t,;:;\_ REPLACE EXISTING SEHER LATERAL HITH NEW SEHER LATERAL AND CLEANO!JT ~ PER APPLICABLE PORTIONS OF CNB STD. -405-L AND STll. -406-L. @-PROTECT IN PLACE EXISTING STREET LIGHTS, PULL BOXES, ELECTRICAL LINES, POWER POLES, AND FIRE HYDRANTS. E IL EC'li'R I CAil.. @fil-INSTALL EISEL ENTERPRISES t3-l/2 PULLBOX RS PER CNB STD-205-L. ~ REPLACE EXIST. PULLBOX WITH EISEL ENTERPRISES iS PULLBOX PER CNB STD.-205-L. ~ INSTALL CONDUIT ONLY AS IN NOTE (41) BELOW . PROVIDE 3/8' NYLON PULL-ROPE. r;;;:;L INSTALL CONDUIT RS IN NOTE (41) BELOW WITH C2l t8 STAADRRD COPPER 5KV ~ STR(ET LIGHT CABLES AND ( I l 418 SOLID BARE COPPER GROUND CONDUCTOR 18' MINIMl.jM COVER, 3" BEHIND CURB. SPLICE PER CNB STD.-205-L. COAT SPLICES WITH 31'1 SCOTCHKOTE BRAND COATING. IIfil-AFTER NEW CONDUIT/CONDUCTORS ARE. INSTALLED AND SPLICED, ABANDON EXISTING CONDUIT/CONDUCTORS. ABANDONED CONDUITS ARE TO BE REMOVED FROM BOX INTERIOR. 0---INSTALL I. 25' PVC CONDU.IT WITH ( 1l i8 STRRN.DEll COPPER SKV STREET LIGHT CABLE AND ( l). tB SOLID BARE COPPER GROUND CONlllJCT9R, 18' MINIMUM COVER 3"TO 6' BEHIND CURB. 00 NOT ENCASE. IN CURB. SPLICE PER CNB STD.-205-L. • COAT SPLICES WITH 3M SCOTCHKOTE BRAND COATING. @-REMOVE EXIST. FOUNDATION OF STREET LIGHT AND CONSTRUCT NEW FOUNDATION TO LOWER GRADE PER CNB STD. -200-L. ----.--.--. -----.---------. -----□.:.----:.--:.-i-, I ,1-::---------·r ... -,;;:----~--E·-,,.✓,,.,------------, , I ------4--4l""1 .... ... ' , ,, L-.1 ... \ \ , / ' Q.. '" I/ ' """"" \\ I ,, \ u \\ ,, \ = \\ ,, \:co \\ I ;/ l X ' l I t W 11 IJ I ' ' I I ' ' ' ' l.S'_j j j ti I I I I , , , , / F I ,'/' I F I , I I' ' , , I I I ' I I I I I I I I I II I I -;@ II II I I I EK, a"'vcJ.P II I J o-----: ..... ""' I V 1 -------3. 0(0) ii . 00 '- ' ___.J ~ ...J u.. ~ ~ .... w a:! M l:i: "' ~ ... ...J ru ru -~ . "' i M ...J "' l:ll "' I I m - I, , . ilO+OO ---I I I ' ' I I ' I . : , V ~ § i FINISHED SURFACE\ Q.. u a: • .... . i':i A V V V I ,~ ...J _, 8i I.,.. "' w IS) -.... ~ (.) . a: . ..J M "' 0< N "' I ~ "-w+ -U1~ ~ ti: ..J 15 ~. F , s--0.0047 CONST. 188 LF OF 8" DIA. SEWER I il il+OO r I I I I ..J L,.. I "-"' • N 8' SEWER \f @) MAIN-C< -·~ - PROFILE SCALE HORIZ. 1"==20' VERT. 1" -2' 'ii 'ii +50 i] I I I ~ I ABANDONED 8' HATER MAIN I • I P. C. C. PVMT. ...J L,.. a! "-; "' . N ...J ¥ I -- .... _, .... H , t;; ~ "\ X 8 (1) • w ii .... 5 :J .... . I . t;; M • A 0 XV .W 5.00 A V (17) , I 'v /.-- i!~ 11. 00 . Ri~ ,t-S:: "' jui -:z s 0 I.() (I) + ·toO z a: 1-l- ,,_,.__,,':_"";"'7_...,..-r---+'-""'7r-:tlCI)~ Cl) ·~ -W .J w :c .Cl) 0 .,.,_ -r-;:;.:,c.-, i "'.~ l; G'l lll i : I :r ~J ' ' " O,rl\l I: ; I I' ' .. , ' : i ~ ~-P.c.c. PVMT. i ~ ~ : I EX. P.C.C. PVMT • ! 1 ~ ~ EX. 3---i r 1 B, 17' 17' 8' 32ND STREET 'l~VESSJ ~·~R-'£//H,~~ :,-, No. 11111 . 9-30- CIVll.. OF CA\.\ I .0 -I 17' I . S' I 31ST STREET CONTRACTOR TO POTHOLE ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR TO NOTIFY CITY IF ANY DISCREPANCIES ARISE_ ALLEY 311-B rBOU [LEV AR[] 30TH REFERENCES: R-5014-S; R-4989-S; R-5®9-S: F .. 8. 498 .. NO. 38799 DATE PUBl. IC WORKS DIRECTOR R.C.E. NO. 12806 DATE lo-lt-'i 'L... STREET C-2910 BALBOA BOULEVARD REHABILITATION FROM 28r,d STREET TO 82nd STREET STA. 1+00.00 TO STA. 6+50_.oo DESCRIPTION APP'D. DESI GW MG CITY OF N~T BEACH R-5647-S --~--L-----REV-I-Sl-lJNS------~-1------+-------,l-;:CHE:..· ""cl::"'EO,,..--LD-· l:coo==TE=-,s-0o-,-1002-i PUBLIC WORKS DEPARTMENT .... Sl-£-..... -ET-· -2-·· .-. -llF-8-.. -- DATE BY ::,J . - C C Q ::1 ~ ~;, __ ~ 1 i, i ! $. "' ,_; "' u ".J :-J ::: < " ~ 2 C c.-5 ?. ~ ,., I " r u ; n i:'. ~j .• , "_j ,,., -. " ,., C 5.00 3.00 ii . Q)Q) Q) ,~<fJ> w <t>~ FINISHED 1. .G;l, SURFACE ~ ,4: -a.. ~! a! ei i ------~ i • t--. "' --- "" . '.::i ,,.. -r;Su "I? ru ! ,,. g .... -~ :z • en r.'i t;; -.... "' n r.'i ~ . -0 t--a: "' ..,a: I-f\ 0 ...Jt--I I ,-.: I-• \ I I\ ..... V 5.00 5.00 FINISHED SURFACE I- \ t--,,.. ~ ...J ~ . ti \ 'j -;~ i es ------>----------I I '-" ~ i z I I ,,.. .... I \ t-- t;; . "' .... a, t:! X ;; I I ow Lu w, f\ • ' \ I I I I z z ,,.. .... I I \ I I I 0 V ...., 7.00 5.00 @;1 EX. a• CONC. SEHER~:! ...JS I I 1-5 ,-.: ~ I I "'z 8" SEHER ~ \ I .o "'u V xu @)MAIN\ 21 w 3.00 3.00 ~ ~1 ® 0 l t;;3 I I ...., \ I I I I,; I,; , I I c8" SEHER 21 .J ~ ' Xu ! I MAIN ~.., 3.00 -u V /r\ \ ~ ' i -------5=-0. \ I --A~ ·n 1 ! I ~+50 -- 0:;' I ) 1-i:1.._ ,\ ·--->---- ~¾~ / ~ S -0.0064 . ffi 'Y "-,;, ----I 5& ---·s-g ~ k ¥ . :.> s zt--I' i ...J I (j) "" ~ :5 -,,_.u, ~ 1i! --01-1 .,,I ! "' ~-CONST. 102 LF 8' DIA. SEWER I, ' Sol ...., r.'i " + en "' ..., ,g z ' ,,.. X r.'i g Lu PROFILE SCALE CONST. Q) 14 LF 8" HORIZ. 1"=20' DIA. SEWER VERT. 1" -2' ... _ ..... _ n -• s--0.002 ' ii . Q)Q) I ~ <o,,,.,,, ~ 8" SDIERJ ,v a, I'-@MAIN ~ :;: ~ en ~ ~ Q) ✓ CONST. 8/ LF 8" DIA. ' SEWER S=-0.006 --. r✓ :,: • 6' ::c <" ,<; I,\ . ru <.1 X ISJ it w+ IS) z--,,.. g CONST. 27 LF 8' DIA. SEWER -· -.-1· 1-u, . .... "' r.'iu z·c:i ,,.. 1:l® PROFILE SCALE HORIZ. 1"=20' VERT. 1" -2' ii . Q)Q) Q) NEOPRENE FLEXIBLE SEHER PIP£ COUPLING WITH STAINLESS STEEL BANITS DIET All IL ""A~• ilc»+oo· il0+50 ii il+OO ii il+50 ilO+OO il0+50 NOT TO SCRI..E 1---------------------------------------,2 3 16 281-----------------------------------------------j ALLEY 310-A I I I I I I I I I I I "' ~ ll'l I~ ,u I I ' ' I I I I I I I I I I I I I I I I I I I I I I I I I I I ALLEY 309-A 1, I I NE3 l<i, !f, . i----_-_-_-_-_-_--_-:-:-:_--_--_-~-----_-_--_--_---------~~_~l....,Jrl:-~-~-~-"'~:_: ____ ----~_: ________ -_-------=-------~_: ________ ~-~-~_:_,,_~-~-~--"'_-;_.--~~_A_,._·----~ ~_J_,_<_'~ .... j---~-~..,__-_-: .... -:-·=---~:--=~-E~_.__,rl-'-......:::,:,::::-__ =P::£_~~T_I~j_T"" ___ I_""~_-""+_'"'': ____ ~-~----_---~----_-_--_-~--+---_--_--.... E_:~_-_P __ ~:-~ c __ • ___ :oo_~-~--~_f_~_;_: .... ! t-: ~_-_i'""'--"'· t--~_: __ -_-_-_-_: _____ ---~--~---_--~ -_--_-_-_--18 C\I O "'7""'7""'~7'"v---s:7""v""-.::,--~7"t,-:;t;,--<:7"""'7'"v---s:7'""'v""-.::,--~7"t~""""""'7""'7'""::7""'<:"7""'S:':~"~"'7'""'<:-7""""t'l-<:":,~-s-.,--.::,--~~~-s-:t-....,.,....'v"""~.,......,.,'f--<:7-t-::-7-...,,.,.-"7"""7""<:"7'"v'""'v"--s:'7"1'li::>"-~,."7""'S:':""'"'"~s:-7""'~7'"v,... ID 0 0 I I l/) -¥¥¥¥¥¥¥ ¥¥¥-½':}?,,,'¥,~ V .-',,"-;;;,,,,t--',,,L...>..,L-'-,l,:,_:,,,.,q"-,,'. ¥-~-"r---",t'~r'li'"-¥ "'st'--"-r..,.,,,._..,.,,,._---',r-'-,r-y '0-''ri>;,1 {1) I-+ + ~ (0 ~"-"---'-"--"""--"-"-'"""'--'~4.p..<.--"-"-~~"--"-""---"-"-..::..::.....:""---"-~..:...::....:,..:._;,""---"-"---"""-~.:,..:._;,..::....:...."---"""-~::..........::...::.....:...~....::..L...:...:.....:.~:.....:..L...::..L.;~~(Tl ;...:...:._.::..::.....:~~~.;,..;.,..::,i..:.....:.."--"-""-..:...::.....::..::.....:~~...:s.::....::..:....;,4-'-'"---"""-~::..........::."'--"-'~ e v I W '-" 15 - OOz --~ pc c;: v ~ a, . "' "' = -pc c;: "' en en - "' Ul "' tQ a, "' + "' . ·. ···.;.;·• --pc c;: "" a, en ru . "' "' --pc c;: "' (Tl en . "' "' N .... . -"I? "' CONTRACTOR TO POTHOLE ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR TO NOTIFY CITY IF ANY DISCREPANCIES ARISE. Sl COa, ~ 00 tQ .,; N "' "' CD + ,.._ --~ c;: .,. en Ul en "' "' --u ...J I-Lo. "' a, "' "' c:: . u "' ru N ,.._ -+ a, I I I _,, ...I I I I . I!;; kl.. I I ~I I • I I I r;j CD I I , I I I :z o,' l's t;.; I I ,-._ I I • I I "' 8' [Bfo\[L[B(O)fo\ I l u . I z 0 .,. u ru • il:i u, ' a:,,ffi -,,_. I . :,:: x 1 xw . WUl CI: t;; ~l-) i JJ 17' 17' 50' 29TH STREET I I I I -, I I ti: I I I ;I I I I I ~ I I 00 I 1-·t I I i'.,'j ~I I I I ':Z :;I I,-'s - 8' ru ru [BQU[L[E\ffo\RD REFERENCES: R-5014-S: R-4009-S: R-5069-S: F.B. 489 ORTE BY DESCRIPTION APP'O. CONSu!RlUJ(Cu ~ ON NOTES CD-INSTALL PAVEMENT FABRIC OVER EXISTING PAVEMENT. ©-AS NEEDED, SEAL EXISTING PAVEMENT CRACKSJO_INTS l/4' OR • LARGER AND CONSTRUCT 0. 15" THICK ASPHALT CONCRETE OVERLAY. ®--ADJUST EXISTING UTILITY FRAMES, covms (WATER VALVES, MANHOLES, ETC.) FINO SURVEY l10Nl:JMENTS TO FHHSHED GRADE PER CNB STD. -111-L, STD. -116-L, AND STD. --SH-L. ©--COLD PLANE 5' MINIMUM HEDGE ( 1.5" BELCH E.G. \.EXISTING PAVEMENT SURFACE WHERE APPLICABLE) AS SHOWN ON THE TYPICAL SECTIONS. ®-SAWCUT AS NECESSARY, REMOVE EXISTING STREET SECTION AND CONSTRUCT 0.65' THICK ASPHALT CONCRETE BASE COURSE. WHERE STREET RECONSTRUCTION IS ADJACENT TO EDGE OF P.C.C. PAVEMENT/GUTTER CONSTRUCT A.C. Bf!SE COURSE 1.5" BELOW EDGE OF P.C.C. IMPROVEMENTS. INSTALL 12" WIDE STRIP OF ASPHALTJC MEMBRANE PAVEMENT FABRIC ALONG CONSTRUCTION JOINTS, EXCEPT ADJACENT TO EDGE OF P.C.C. IMPROVEMENTS. ©-SAWCUT AS NECESSARY, REPLACE EXISTING P.C.,C. a.JRB, GUTTER RND PAVEMENT WITH TYPE "A" CB" C.F.WARIABLE C.F.l P.C.C. CURB AND GUTTER PER CNB ST0.-182-L. 0--REMOVE EXISTING P.C.C. SIDEWALK AND CONSTRUCT P.C.C. SIDEl-4ALK PER CNB STD.-180-L AND JOIN EXISTING IMPROVEMENTS. ®-SRWCI.JT AS NECESSARY, REMOVE EXISTING P.C,C. SIDEWALK AND AND P.c.c. CURB AND CONSTRUCT MODIFIED CASE "E" P.C.c. CURB ACCEi,S RAMP WITH ll£PRESS£D P.C.C. CURB PER FlPPLICABLE PORTIONS OF CNB STD.-181-L. '10'----SAHCUT AS NECESSARY, REl'IOVE EXISTING P.C.C. ALL.EY APPROACH AND ~ CONSTRUCT TYPE "A" P.C.C. ALLEY APPROACH PER CNB STD.-142-L. ®-SAWCUT RS NECESSARY, REMOVE EXISTING PAVEMENT AND CONSTRUCT P.C.C. CROSS GUTTER PER CNB STD.-185-L. r..?\_ REPLACE EXIST. 8' DIRMETER CONCRETE SEHER MAIN WITH AN a• .OIA. SEWER ~ PIP£; BEDDING AND BACKFILL PER CNB STD.-106-L AND TRENCH RESURFACING Pffi--cNB. STD.-105-L. '"' -~ INSTALL TRAFFIC STRIPING, PAVEMENT MARKINGS AND RAISED MARKERS. @-REPLACE EXIST. SEHER MANHOLE PER CNB STD.-401-L, 48" DIAMETER .. @-JOIN EXIST. 8' DIAMETER CONCRETE SEWER WITH A TRANSITION COUPLING PER DETAIL 'A', SHEET NO. 3 . f;;\__ REPLACE EXIST. SEHER LATERAL WITH NEW SEWER LATERAL AND CLEANOUT ~ PER APPLICABLE PORTIONS OF CNB STD.-405-L AND CNB STD.-406-L. @-PROTECT IN PLACE EXISTING LIGHTS, PULL BOXES, ELECTRICAL LINES, POWER POLES, AND FIRE HYDRANTS. lell..lECTIR i CAIL @--INSTALL EISEL ENTERPRISES +3-1/2 PULLBOX AS PER CNB STD-205-L. _ Im-REPLACE EXIST. PULLBOX WITH EISEL ENTERPRISES t5 PULLBOX PER CNB STD. -205-L. '401--~ AFTER NEW CONDUIT /CONlll.JCTORS ARE INSTALLED AND SPLICED, ABAl'IDON EXISTING ~ CONDUIT /CONDUCTORS. ABANDONED CONDUITS RRE TO BE REMOVED FROM BOX INTERIOR. E!}-INSTALL 1.25 • PVC CONDUIT WITH ( I l +a STRAND.ED COf'l'£R 5l<V STREET LIGHT CABLE ANO ( I l t8 SOLID BAR£ COPPER GROUND CONDUCTOR, 18' MINIMUM COVER 3"TO 6" BEHIND CURB. DO NOT ENCASE IN CURB. SPLICE PER CNB STD.-205-L. COAT SPLICES WITH 3M SCOTCHKOTE BRAND COAi1NG. • APPROV APPROVED a12JZL. A Tl LITIES DIRECTOR PUBLIC WORKS DIRECTOR R.C.E. NO. 88798 R.C.E. NO. 12808 ORTE IC> -t C,-')1.. DATE /P, t,-ilf'Z.- C-2910 BALBOA BOULEVARD REHABILITATION FROM 23rd STREET TO 82nd STREET STA. 6+50.00 TO 10+85.00 R-5847-S DESI O GIi DRAWN MG CI TY Of NBYPORT 1311:AOH 1----~~R~E--V---------~-+------+--------tcc=HE=CKE~D ---<cccOR=TE~----1 PUBLIC WORKS DEPARTMENT 1-"'-="T~_ -o-_ -,,..-6---1 S -I O N S LO 18 Oct 1992 on=., 0 vr I .I I ' I j I ~ ~ ~ ;-, ; r . ..--........... . .------- 5.00 11 . 00 0 0 ,::, lf) a. u . a< --• ,n - X uJ -----' I-"' ,, H ®\* r;'i ' a"i " I I 0 I I ..., \ I \ ·, ----\ ----M:i I:; I- EX. 8' <9 -' ! p . CONC. SEll'ER -~ ti 1.., i':'.i CONST. LINE 4 SEWER STA. 9+23 JOIN EXISTING OHY. 41 --F' ii ~ -Sci u ii N ... . ,n en en Ill ~ -"" -. F' ii "' ,n -- ill -F' ~ "' . . "' "' -"" "' -"' Cil u, .,., . a< "' ~ a:l IS) N -M "" en iii - >, . es I-i ~ • "j- N -FINISHED - X SURFACE uJ . I 8' SEWER ---------------! l i.,._ ___ i i MAIN ~ I I ® H @) I 1 I-"' . I I 0 H a, I I X 8" SEWER uJ 21 EX. 8' CONC. ' ,, I I I \ MAIN -I I ~ z SEWER\ I \ n \ I ! ! I H 0 I I ,, ..., ' \ ! ! ti +-----~--v--------S=-0.0015 S=--0.0015 5.00 3.00 1 "L ·~i~ ---------1------------r/ ('.;,'0 . ~<~ ·>e, 1 :I: ~ \. • ::r: ,!-"" ": 1.., .... (J I- c;S i:'i . (J) "" .... z ~ ~ r;'i 11 . 00 H .0 -z g .., -a, ~ g 'f .., PROFILE -SCALE 75 LF 8" DIA. SEWER "' CONST. 22 . LF 8' DIA HORIZ. 1"=20' SEWER VERT. 1,, -2' 1l0+50 1111+00 8' SIEWEIR IL ~ INJ[E 28TH STREET 32' 28TH STREET 32' B' ',: : I~, I :~ ,r I 25'1 j I I EX. 18" RCP OONSTAUC'f ll ON NOTIES 0-INSTALL PAVEMENT FABRIC OVER EXISTING PAVEMENT. @-INSTALL TRAFFIC STRIPING, PAVEMENT MARKINGS AND RAISED MARKERS. ©-AS NEEDED, SEAL EXISTING PAVEMENT CRRCKS\JOINTS l/4" 01< C-:-1 LARGER AND CONSTRUCT 0. 15' THI<. ASl'HALT CONCRETE OVERLAY. ~ REPLACE EXIST. SEWER MANHOLE PER CNB STD.-401-L, 48' DIAMETER. 0-ADJUST EXISTING UTILITY FRAMES AND COVERS (WATER VALVES, MRNHOL£5, EiC.) @--INSTALL NEW SEHER MANHOLE (48" DIAMETER) PER CNB STD.-401-l. AND SlRVEY MONUMENTS TO FINISHED GRAIi[ PER CNB STD.-111-L STD.-116-L . 00 STD.-511-L. ' @-ABANDON EXIT. SEHER MAIN. CUT AND PLUG ENDS WITH CONCRETE. ©--COLD PLANE 5' MINIMUM WEDGE ( 1. 5 • BELOW E.G. '-EXISTING @-ABANDON EXIST. SEWER MANHOLE/CLEANOUT. RETURN COVER AND FRAME TO PAVEMENT SURFACE WHERE APPLICABLE) AS SHOWN ON lHE CITY OF NEHPORT UTILITIES DEPARTMENT. BREAK OUT TOP 36" TYPICAL SECTIONS. AND FILL WITH CLASS 100-E-IOO SLURRY. ®-SAWCUT AS NECESSARY, REMOVE EXISTING STREET SECTION AND CONSTRUCT 0.65' THICK ASPHALT CONCRETE BASE COURSE. MRE STREET CONSTRUCTION IS ADJACENT TO EDGE OF P.C.C. PAVEMENT\ GUTTER., CONSTRUCT A.C. BASE COURSE 1.5' BELOW EDGE OF P.C,C. IMPROVEMENTS_. INSTALL 12• WIIJE STRIP OF ASf>HAL iIC MEMBRANE PAVEMENT FABRIC ALONG CONSTRUCTION JOINTS, EXCEPT ADJACENT TO EDGE OF P.C.C. IMPROVEMENTS. ©--SRWCUT AS NECESSARY, REPLACE EXISTING P.C.C. OJRB, GUTTER AND PAVEMENT WITH TYPE "A" (8" C.F.,VRRIRBLE C.F.l P.C.t. CURB AND GUTTER PER CNB STD.-182-L. 0-REMOVE EXISTING P. C. C. SIDEWALK AND CONSTRUCT P, C. C. SlDEHRLK PER tNB STD. -180-L AND JOIN EXISTING IMPROVEMENTS. ©-SAHCUT AS NECESSARY, REMOVE EXISTING P.C.C. SIDEWALK AND AND P.C.C. CURB AND CONSTRUCT MODIFIED CASE "E• P.C.C. CURB ACCESS RAMP HITH DEPRESSED P.C.C. CURB PER RPPL!CABLE PORTIONS OF CNB STD.-181-L. ©-SAHCUT AS NECESSARY, REMOVE EXISTING P.C.C. IMPROVEMENTS ANO CONSTRUCT P.C.C. LOCAL DEPRESSION AND TYPE 'OL-R' CURB INLET PER APPLICABLE PORTIONS OF CNB STD.-31!!4-L AND CNB STD,-30SL, RESPECTIVELY. ®-SAWCUT RS NECESSARY, REMOVE EXISTING P.C.C. ALLEY APPROACH AND CONSTRUCT TYPE 'A" P.C.C. ALLEY APPROACH PER tNB ST0.-142-L. ®-SAWCUT AS NECESSARY, REMOVE EXISTING PAVEMENT AND CONSTRUCT P.t.C. CROSS GUTTER PER CNB STD.-185-L. @-REPLACE EXISTING 12' DIAMETER C.M.P. WITH 18" DIAMETER STORM DRAIN WITH CLASS 100-E-100 SLURRY BACKFILL. ®-CONSTRUCT 15" DIAMETER STORM DRAIN LATERAL WITH CLASS 100--E-100 SLURRY BRO<FILL. @-REPLACE EXIST. 8" DIAMETER CONCRETE SEHER MAIN WITH AN 8" DIA. SEWER; PIPE BEDDING AND BACKFILL PER CNB STD. -106-L ANO TRENCH RESURfflCING PER CNB STD.-105-L. . tli)'FESS:1' ~~ \t. /!! (:JS I • . No. 19 Xp. 9--'3 @-JOIN EXIST. 8" DIAMETER CONCRETE SEWER WITH A TRANSITION COUPLING PER DETAIL 'R' , SHEEi NO. 3. 122'--REPLACE EXIST. SEWER LATERAL WITH NEW SEWER LATERAL AND CLEANOUT ~ PER APPLICABLE PORTIIONS OF CNB STD.-405-L AND CNB STD.-406-L. @-REMOVE EXIST. JUNCTION STRUCTURE . @-CONSTRUCT JUNCTION STRUCTURE NO. 1 PER APPLICABLE PORTIONS OF CNB STD. -310-L AND JOIN 18' DIAMETER STORM DRAIN AND EXISTING 12' DIAMETER C.M.P. ®-ABANDON EXIST. 12" C.M.P. AND FILL WITH CLASS 100-E-100 SLURRY. @-SAWCUT EX. JUNCTION STRUCTURE 1-1/2' DEEP, CHIP TO EXPOSE A MIN. Of' 5" OF REINFORCEMENT, BEND REINFORCEMENT 90 DEGREES TOWARD STORM DRAIN PIPE, CONSTRUCT 8" THK. X 12' LONG P.C.C. COLLAR TO JOIN NEW STORM DRAIN PIPE. @-RESET EXISTING PARKING METER PER CNB STD.-912-L. @-PROTECT IN PLACE EXISTING LIGHTS, PULL BOXES, ELECTRICAL LINES, POWER POLES, FIRE HYDRANTS AND CURB DRAINS. @-REPLACE EXISTING 12' DIAMETER C.M.P. WITH 12' DIAMETER STORM DRAIN WITH CLASS 100-E-100 SLURRY BACKFILL. @-JOIN STORM DRAIN TO EXISTING CATCH BASIN PER APPLICABLE PORTIONS OF CNB STD.-303-L. REFERENCES: R-5014-S • R-499$,cS: R-5069-: F .. 8. 499 APPROVED ORTE EIL.EC'flRDCAIL. INSTALL EISEL ENTERPRISES t3-1/2 PULLBOX AS PER CNB STD-205-L. INSTALL CONDUIT AND CONDUCTORS AS IN NOTE 41 BELOW, CLEAR OBSTRUCTION AS SHOWN ON PLANS, USE MANUFACTURED 90 DEGREE SWEEPS. @fil-REPLACE EXISTING PULLBOX WITH EISEL ENTERPRISES t3-l/2 PULLBOX AS PER CNB STD.-LANS. USE MANUFACTURED S0 DEGREE SWEEPS. ·&-REPLACE EXIST. PULLBCX WITH EISEL ENTERPRISES iS PULLBOX PER CNB STD.-205-L. @-ITTER NEW CONDUIT /CONDUCTORS ARE INSTALLED R<D SPLICED, ABANDON EXISTING CONDUIT /CONDUCTORS. ABANDONED CONDUITS ARE TO BE REMOVED FROM BOX INT£RIOR. !ill-INSTAL.L 1. 25" PVC CONDUIT WITH ( I l tB STRANDED COPPER SKV STREET LIGHT GABLE AND ( 1l iB SOLID BARE COPPER GROUND CONDUCTOR, 18' MINIMUM COVER 3"TO 6" BEHIND CURB. DO NOT ENCASE IN CURB, SPLICE PER CNB STD.-205-L. COAT SPLICES WITH 3M SCOTCHKOTE BRAND COATING. CITY OWNED PARKING LOT '--FOR PROFILE OF SO LINE S SEE SHEET NO. 8 (4.93 RIMl S.I). LINE 3 (0.43 FU OIN E. 12+bD 4 PUBLIC WORKS DIRECTOR R.O.E. NO. 12806 DATE It' -t( -~-z.... 0 11) SD LINE 2 SEE SHEET NO. 5 C-2910. BALBOA BOOLEVAFID AEHABlllTATION FROM 2SNJ STREET TO 82nd STREET STA. 10+35.00 TO STA. 15+71.50 .! 26TH STREET !REHABILITATION FROM BALOOA BLVD. TO NEWPORT BLVD. CONTRACTOR TO POTHOLE ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR TO NOTIFY CITY IF ANY DISCREPANCIES ARISE. CJVI op CA t-DA_T_E~BY~ ____ DE_sCR_1P_T_10N ____ _,_APP_·o--1. ----+----+c==-~GW~~-~MG Cl TY OF NEWPORT BEACH R,...5647-S CHE()l(EIJ DATE· PUBLIC WORKS DEPARTMENT R E V I S I O N S lD 16 Oct 1002 1 j 1 i l j 1 I c_; 8 > . ~ , -~-· 2 i . '.! '"' 0 ;::;_ ,:; :5 ;{ ~ ~ n I C z 0 .... If', • W'ILY CURB +0. 18¼ ~ tn • (S) ,..._ ~ ... ,..._ I-N + ,..._ + N <fl + ,..._ + "'-,..._ -i:!: ~ <D ' ' ~ -+ ,..._ -tn N 1 "' . "'I-> "' w •W ~ u d uw u . "' z w ti; "' O)· H g ~ ISi ISi ,F ISi H + ,..._ tn en "' al·~ ": "' u:, m . ..-l:;:;m •1- (D . "' "'w + u +MU ... In -en ~ u:i u~ "-w a, • "' "' u ~ + ,-m ->-"' + + (fJ + •1- w co "' w 0:, "'<fl -"' -(D ~ -i'c' -a, -m "':r + + •1-"-a, ... -.... -u:, (\J ';' N ,..._ + CD "' - PROPOSED FLOWLINE ---+-----+-------<----<------12.00 • CONSTRUCT 12S LF 15• STORM DRAIN Ii ,..._ Ln -(\J -+ "' "' -N -~---+=----+-P_R_O_F_I_L_E._S_C_A_L_E----.------+----+---------j----+------+----+---------j----+----,O.OO -'If'; U) ·-0 z. C[ I-I- WCI) w :r:w OOZ -W.J WJ: Cl) 0 I-CC .. I: i15+50 i16+00 i11'+00 EX. 6" ACP ABANDONED 8 " WATER MAIN SO LINE 2 J I I t i1 I I 12" CMP SD '10' EX. 8 " CONC. SEWER ALLEY 306 OONS 7r RUCT D ON N07rlES 0-INSTALL PAVEMENT fABIUC CJIIER EXISTING PAVEMENT. ®-AS Nl:ElJED, &AL EXISTING PIIVEIIENT CRACKS/JOINTS l/4" OR LflRGER. ANO CONSTRUCT o.1s· THICK ASPHALT CONCRETE OVE:RIJIY. 25TH STREET ©-ADJUST gl(ISTING UTILITY. FR!l1£$. COVERS <WATER VAL\/£$. MANHOLES. ETC. l ANO 51:lR'ltY tl»lll[NfS. TO FIN!SfEll (HIIJE PER OIB S!D.-111-L, S!D.-116-L R'ID STD.-511-1.. ©-CQLD PlM 5' HINIMU1.H!l1GE Cl.5' BELOW E.G. \EXISTING PllVEMENT SURFACE Wfirnf Al'PL I CPBLEl AS SHOWN ON THE TYPICAL SECT IONS. ~ SAWClJT AS NECESSARY. REl'KlVE EXISTI.NGSTREET SECTION 00 CONSTRUCT o.es· THICK ASl'HAI-T COl'JC!l(TE BASE eotrulE. llHERE • STREET RECONSTR\/CHON IS f1!l,/ACENT TO £DOE OF P.C .. C. PVHT.\ GUTTER, CONSTRI.G A,C, BA~ COUlSE 1.5" BELOW EDGE OF P.C,C. IHPROVEl1ENTS. INSTALL 12" HIDE STRIP OF ASl'lflLTIC PAVEMENT fABRIC ALONG ctt;STRUCTION JOINTS. EXCEPT AOJflCENT TO EDGE OF P.C.C. IMPROVEHENTS. ©-SAWCtJT AS NECESSARY. REPLACE EXISTING P.C.C. CU'lB. GUTTER AND PAVEIIENT H!Tlt TYPE "A" CB' C.F. WARIABI.£ C.f. l P.C.C. CURll FM! GJTTER PER a-!B STD. -182-1.. 0-REMOVE. EX I STING P. C. C. S IOEIIALK ANO CONSTRUCT P. C. C. SI DE\IALK PER CN8 ST0.-180-L 00 JOIN EXISTING IHPROVEMENT$. ©-Sf1WCUT AS NECESSARY. REMOVE EXISTING P.C.C. SIDEWALK AND AND P.C.C, CURB AND CONSTRUCT l()OIFIED CASE ·t· P.c.c. OJRB ACCESS RflMP WI 1H. l'JEPRESstO P. C. 0. CURB PER APPL I CA8lE PORTIONS OF CNB ST0.-181-L. /;;\__ Sf1WCUT AS NECESSffiY. REMOVE EXISTING P. C. C. I HPROVEMENTS ANO -v-CONSmLICf p,c.c. LOCFl. IJEP!<tSSION AND TYPE "OL-fl' OJRB INLET PER Fll'PLICABLE PORTl(l;S OF cNB ST0.-304-l AND CNB STD.-$05-l. RESPECTIVELY. @)-SAWOVT AS NECESSARY, REMOVE EXISTI.NG P.C.C. AU.EY APPROACH FNJ CONSTRUCT TYPE 'fi" P.C.C. FllLEY. APPROACH PER CNB SID.-142-l. ®-Sf1WCUT AS NECESSARY. REHDVE EXISTING PAVEMENT ANO CONSTRUCT P.C.C. CROSS GUTTER PER CNB ST0.-186-L. @,-SAIICUT AS NECESSARY. REMOVE EXIST. .STREET SECTION ANO CONSTFIIJCT 12· Ttl<. p.,c,c. BUS TURN OUT l'All PER DETAIL "B', SHE,:T NO. I R-5847-S ANO PER Al'l'LICABLE PORTIONS OF OCTO STANOAROS. @)-ll£PlAC£ EXISTING 12" DIAMETER C.H,P. WITH 18" DIMTER S'tOOM ORAnl WITH CLASS 100-E-IOO SLURRY BACKFILL. ®-I NSTl'll.L TRAFFIC STRIP I NG. PAVEMENT HARK I NGS AND RA I SEO MMKERS. @:-INSTFllL NEW SEHER tflNHOLE (48' DIMTER) PER CNB STD.-40I-L. @---RllfNJON EXIST. SEWER HAIN. CUT AND PLUG ENDS HITH CONCRETE. @)-ABINJON EXIST. SEWER NfffiOLE/CLEflNOJT. RETURN COVER AND FRAME TO CITY OF NrnP0RT UTILITIES OCPARTl',ENT. BREA< OUT TOP 36 • ANO FILL W I1H 2 SACK CDIENT SLURRY. @-PROTECT IN PLACE EXISTING LIGHT SmmROS. PULL BOXES. ELECTRICAL LIIES, POHER POLES FIND FIRE HYJJRFtffS. EILECTRiCAIL ~ INSTALL EISEL ENTERPRISES t3-l/2 PULLBOX RS PER CNB STD-205-l. ~ BRING ca,rnun AND CONIU:TORS TO PULLBO&._ SPLICE PER CNB STD-205-L. COAT SPLICES WITH 3H SC()TCtl<OTE BRFtND WiTING. @-INSTFllL CONIRJIT AND CONWCTORS AS IN NOTE 41 BELOW_,_ Q.Effi OBSTRUCTION RS -ON PLANS. USE l1lNlFACTlJREll 90 OCGREE SHE!::t'S, I@-REPLACE EXIST. PULLBOX Hl1H EISEL ENTERPRISES t5 PULLBOX PER CNB STD.-205-L. §}-AFTER NEW OO'lUJIT/CONllUCTORS ARE INSTALLED fffl SPLICED. A8fWON EXISTING CONDUIT/CONllJCTORS.· RBANOONEll CONl.l.lITS ARE TO BE REMOVED FRCl1 BOX INTERIOR. §}--INSTAU. I. 25' PVC CONDUIT HITH C ll tB STRllNIEO COPPER 5KV SlllfJJ LIGHT CAlLE AND (I J tB SOLID BFi<E COPPER GROUND CONDUCTOR 18' MINIMUM COVER 3"TO 6" BEHIND a.JRB. DO NOT ENCASE IN QJRB. SPLICE PER CNB STD.-205-L. COAT SPLICES WITH 3M SCOTCHKOTE llRFNil COAT!t-Ki. ~ INStAlL CONDUIT ONLY AS (JJ NOTE 4-1. f'R.OV!OE s/s" N't'l.b/,1 PULL R.ofe. I HORIZ. VERT. "!17+50 1"=20' 1" 2' EX. s• ACP il8+50 ±4.93 RIM EX. SKV CIRCUIT ONLY 12' llEEP. PROTECT IN PLACE 24TH STREET CONTRACTOR TO POTHOLE ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR TO NOTIFY CITY IF ANY DISCREPANCIES ARISE. ~~I ~ ii. D. i f.i No. 1911 xp. 9-30- l'IVIL OF CAlJ ill@+50 ) ----JOIN£ ----X. B c" --, , • '"• l , ' EX. 6" ACP---:1 11.._,__ -.._,_ 3<-f I ~ ~ EX. 8' CONC. SEWER ALLEY 304 REFERENCES: R-5014-S; R-4999--S: R-5068-S: F.B. 488 PGS. 51-68 APPROVED . . 38789 DATE to-•<.-'Ii. ORTE BY DESCRIPTION APP'D. R E V s 0 N s , , , , , ' ' ' I I I I I I I I I ' ' , ' , ' t I I I I I I I I I I 1 40' 6' :.__ ____ .... __ I I I I 23RD STREET PUBLIC 1/0RKS DIRECTOR R.C.E. NO. 12808 Y· t!-9'L- GW C-2910 BALBOA BOUlEVARD REHABILITATION FROM 23rd STREET TO 82nd STREET STA. 15+71 .60 TO 20+08.00 R-'5647-S MG CITY OF N0\f'ORT BEACH .,,CHECKED ____ LD_,._DA_TE_16_0_ 0 _t -1992---, PUBLIC WORKS DEPARTMENT ,-SHEET-•. -.. -5--0f-6~ . ..,,, i I I I W'l.Y 6 . 00 1------+---R> ' CURB ·#: • --0.24'!% Cl) i10+50 / ( ii 1+00 ii i1+50 . ... c.c "' + N - "' In ln "' (T) '!j? u + In "' ':j: ic: (T) "' --"" (T) I'- M -"' + "' - -. c.c gj "' + + (T) "' -l'I\" -u w N ..-+ "' ~ \i '1--~ ~ ~ - --- ru CONST. I~~ LF 15" STORM DRAIN ' I ' S' ';i' • .v. .o': <9 "' '/ r. (\J ... ~ ,<, C' a, "" (T) <' 0 + + (T) ... -rr ·~ --·& <9 .., f, 1'.,.) PROFILE SCALE HORIZ. VERT. 1"=20' 1" -2' I "' c.c . "-a, "' "" • ru "" ..,. "" U+ "-"' + u + r:ti ::!: ':;? ... ... >--w -..-w -_J a. a! :c i12+00 112+50 113+00 113+50 114+50 115+00· SD [L □ [N][E il w N ~ I- ~ u i2 ... l1i ln "' + "' + 5 -ru -H t; ei 3 I-..., a: "" 3' -• ~'2' ~lU I-> Ul 0 :z :,;: 8w I-"" ~ ..._, :::, ..., j'j u.J ~ ~ I-Ul z 0 H I- i~ +..., C\J -X w <=" ~ 1-Ul Nai (<)H +--------+-----+------+--+1-__ -+------~------1-------, (Y)~ ~ r FINISHED SURF~CE ,,;, ,.,Je:__--l--+-rrf:,-'.j,--rfrr---tL-4----L...C ___ _ ------ ~ ~ N -I 11 I I I I ----------~--• 4.00t---+-t--t+-----+-----t---+-t---++++--+--i----i-'f-----l----+-----t---+--1---+----+----+--==--i I I I I I L-1-------- I --, ....................... '· ., I f\ I I I I I I ' I, I I ' .._ I I ', I I I I I I I I I I I I I ', '· .... ' I '-J .._ .._ I--.._ .._ .._ .._ CONST. 60 LF 18" S.D. ii i1+50 112+00 il:2+50 ------ S:-0.006 i13+00 [L □ [N][E ·- " I I I I V ~ EX. 12' C.M.P.s.o. ---~--------l - ---------~-------.. ----- i13+50 PROFILE SCALE HORIZ. VERT. 1"=20' 1" -2' REFUtENPES: R-5014-S; R·4S99-S; R-5089-S; F.B. 49$ PGS. 51-58 . '_· DllTE BY DESCRIPTION , '• -·., --· :,. R E V I S I O N S APP'O. APPROVED t J A M-::-, <:7\-- UTILITIES DIRECTOR R.C.E. NO. 38789 DflTE 10-11,-')z._ --"-~ In - I~." STORM ~IN 115+50 IL a INE W' ILY CURB ~.00 4.00 CONTRACTOR TO POTHOLE ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR TO NOTIFY CITY IF ANY DISCREPANCIES ARISE. . C-2901 PlJBLIC WORKS DIRECTOR R.C.E. NO. 12800 DATE /0-/1'.-9?.- BALBOA BOULEVARD REHABILITATU-ON 26TH STREET REHABRLITA'f!ON STORM DRAIN PROFILES DESIGNED GIi UKHWN MG CITY Of Na\fORT BEACH R-5847-S "'CHE=GKEIJ=---+DA=TE~---1 LO 16 _Oct 1.882 C PUBL IC WORKS DEPARTMENT SHEET 8 or 8 • I ' I u ,-c ~ ;i 2 ;:-; --~-· ----