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HomeMy WebLinkAboutH_5123_S' 113680 CITY OF COSTA MESA IRVINE VICTORIA. i'= 0 JO .., (' / ;:, / Q_ INDICATES :REA SHOWN ON LOCATION MAP ST 4: p Pf R e WP011r -~-=:;--# 8,4y Ii 0: /4CIT g ~ ,,p z ~ f New R6fi~~ .. ~ --~ • BEA : ,c :E s:._v_ 1 '-lsul4 ::;___ ~ VICINITY MAP l/4 0 l/4 1/2 3/4 1 ~" PROJECT LOCATION ~ --------GRAPHIC SCA.LE IN MllES SYMBOL LEGEND .... POWER POLE 0 ~~0 ~~~,O~~MANHOLE~-~~~----- 'Cf FIRE HYDRANT 0 METER BOX --®-VALVE E--POWER POLE ANCHOR 6,. MONU~ENT -x-x-FENCE BLOCK WALL C~ TREE IJ"·,f,,, SHRUBBERY /o/ -4.&A! .& ASPHALT PAVEMENT ~_n BRICK WALK 1. • .. •.• . I f.: ... :~_-_::;J CONCRETE ~ ;1 i<u-.L-<L.---<:i:I BU IL DI NG EXISTING CONSTRUCTION NEW CONSTRUCTION ----t-CENTERLINE ----s-SEWER LINE -----w-WATER LINE --~-GAS LINE -E-POWER LINE -TEL-TELEPHONE LINE -r.--CABLEVISION LINE -sP-SPRINKLER SYSTEM }-1'. STREET LIGHT EMERGENCY TELEPHONE 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 ' NUMBERS NUMBER 634-0251 895-0221 611 644-3011 962-2411 542-6222 after 6:oo 542-3975 720-4040 1-800-422-4133 U C , ' OF CITY NEWPORT BEACH PUBLIC WORKS DEPARTMENT BALBOA PENINSULA SEAWALL ISLAND STREET TO ADAMS STREET CONTRACT NO. 2662 APPROVED DATE /Z..-('Z...-9£1 PUBLIC WORKS DIRECTOR R.E. 12806 SEE SHEET 2 ' ' SEE SHEET 3 ; ' 1 2 3 GENERAL NOTES , All WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL, EXCEPT AS OTHER,HSE STATED IN THE CITY'S STANDARD SPECIAL PROVISIONS, DR IN THIS CONTRACT'S SPECIAL PROVISIONS BE CONSTRUCTED IN ACCORDANCE WITH THE-"STANDARD SPECIFICATIONS FOR PUBLIC \·/ORKS CONSTRUCTION," 1988 EDITION. EXISTING UNDERGROUND UTILITIES ARE SHO\IN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION, AND ELEVATION IN THE FIELD, PRIOR TO BEGINNING CONSTRUCTION. • CITY FORCES IIILL REMOVE AND REINSTALL STREET LIGHT, STREET Ll0GHT CONDUIT, AND SIGN AT THE END OF STORM DRAIN. ~ ~>-- '¾ % \ \~ / ElJST. PIER. TO ~e: Jlf/N9T'4\.L.SP BY PRO~E'l!'TY DW"1Er:r. ISOMETIUC VIEW 15ALSOA PENINSULA S1:AWALI.. tJ."t $. H-512 3-5 SHT. I OF 3 ' ' ' \ ' !- ' ' ' I I -' I ,::::~ ,,:_ GJ / \ ' ! // r 0 fr°B =~g.J:!c.._ -----'-"tl,-r::z!j • 350 • r [7 ---11---1-ILt a !:7= p= -:y .JOIN-~' 7 ¥ "lb e:' :a A\~' ~A· ' \!I ~ II .. "' 0\ -..~ ~;; - ,,; "' ,., '- . ••'. ~ ~ "' A~'li<,) ' ti, .. \,.. A-'o~ ~"· S=tJ.23 3/o ·/03· •/175• ~ i;: ~ "" " ,; -~ \II:; r ~"j tj D-" ::.; ~ <l:i ~ ':I ti; "' llj ~ ~ "' "' ... ~~ ~ -. .... ,-; ~ci.,a-, ' " ._. lb ~ ~ b.-\,._ ::::, ~ ..r.tJ.6#'¼ ..:..LJl.. • •/0 ~;:, ... 1,,/ l:i °' ~ ~ <:) o,; " ..,_ I I 1 _ _,___,_ ____ ...;..._ ___ -l-__ _1____..'....-11----__:_iW-__ _j_L !11 ~ 1 ~ ~ -- -- ' ' " " a:, ~ !>:a "' "' ":i IQ "" ... ~~~ . 'v s" '>\.,..,) 1.'>· II ~ ~ ':t • ~ ~ ~ ~ • ,2!)5 • •209, .'t:/3 'rZ/.S• 0 0 0 0 0 © 0 0 CONSTRUCTION NOTES RllMOVE EXISTING ENCROACHING IMPROVEMENTS. CONSTRUCT PCC SEAWALL ADJACENT TO PRIVATE PROPERTY PER DETAIL A, SHEET 3 (TYPICAL); A=J'-611 , B=l.'-6". CONSTRUCT PCC SEAWALL ADJACENT TO PRIVATE PIER PER DETAIL B, SHEET 3 (TYPICAL); A=J'-6", B=l.'-611 • CONSTRUCT PCC SEAWALL ADJACENT TO STREET END PER DETAIL C, EHEET 3 (TYPICAL): A=J'-6", B=l.'-6". ~OVJ': EXISTING BRICKS, CONSTRUCT A 4" THICK PCC PAD AN!) MORTAR AND GROUT THE SALVAGED BRICKS IN PLACE TO MATCH THE ELEVATION OF THE ADJACENT NEWLY CONSTRUCTED SIDEWALK. mSTALL 12" ACP STORM DRAIN. CONSTRUCT PCC PIPE ANCHOR AT STORM DRAIN JOINTS AND STORM DRAIN TERMINUS PER PIPE ANCHOR DETAIL SHEET 3. CONSTRUCT CURB INLET OL-A PER APPLICABLE PORTIONS OF CNB STD- 305-L (L=S'). @ @ @ @ @ @) @ @ r-1.,t~ \ .,. '- \ \ ~~ \ \ \ \ JOIN EXISTING SEAWALL AND INSTALL DOWELS PER DETAIL SHEET 3. CONSTRUCT 4" THICK PCC SIDEWALK. CONSTRUCT PCC.SEAWALL ADJACENT TO PRIVATE PROPERTY PER DETAIL A, SHEET 3 (TYPICAL); A=5'-6", B=1'-lO". CONSTRUCT PCC SEAWALL ADJACENT TO PRIVATE PIER PER DETAIL B, SHEET 3 (TYPICAL); A=S'-6", B=l.'-10". CONSTRUCT PCC SEAWALL ADJACENT TO STREET END PER DETAIL C, Sf{EET 3 (TYPICAL) ; A=5' -611 , B=l.' -10". CUT MINIMUM OPENING THRU CURB INLET AND MORTAR 6" PVC DRAIN PIPE IN SIDEWALL. INSTALL 8"-SQUARE SMITH DRAIN MODEL 2005 B WITH NICKEL BRONZE GRATE, WITH STAINLESS STEEL SCREWS, ADJACENT TO SEAWALL. INSTALL 6" PVC SCHEDULE 40 DRAIN PIPE AT 0.25% MINI!-!OM GRADE. ~ .... "'i ~ L u~ au,KHEAD I.IN£ ~ '.:I ~ "" "' ... ~ °" ~ "i "' ... ... ... \" 1 °' -; 0\ :a:, '>· o1. !-11 1) ~~ ~-'-S s~~..,, t:,b 'o' I. .... !\ '>• " .,. ~ ~ s9 o"'' ,s-',• ',· \. ,~-S:03i!¾ I. S=0.;21 % -'//S•,C.--. ,..,... • //.3 • • 117 • ~·-v ~.., .,. ~ ... '>-~ 1,-\. "-.... 1.0 v--""'<',? • ., .. J ,,..._ o.; .::; '--' :~ 1 r ~ f7 SC/llE l"=ZO' ~ ~ 'li "<i 'Ii q; l,:j ':I "' <::i ~ ~ In 0:, ...; .... '9 'll 'ff~ 11 EXIST/NU PCC Sl!AWALL ' -JOIN a . \!I ~ ~" " I,,.; "-.., :,y :-.. l.,"ljf--. ~ ~- ' ~ " ., ~-~ ,. CQ ~ • "' ... ~ "' ~ .... "' 0:, '-i 'i '-P ' ~ "' s::, 'i'\i \I • ... • 'Ii \!I 'I) :::· I •0.'2!," --D ·r- 1 -- 1 l:.i. "' "' -:i JIIIN I I s.sa B.M. Non:: EllVAT/ON s;,v t. ,.,z_s,7 =rTA 71017 L 76Z lfiAHD RYE/ BA/Bil,'/ BLYD El= 7.J'8i! (/.97fiJJ ""S.L. e• .1,--..J._B,•PJIC ~ \\ US BULKHEIID LIN£ . ~ ~ \ Ole \0 ® <-:; \ 0:, ~ ~ \;. ::!; • ~ ~ ""' ~ \ "<i r!; " ~ \ ?, ... q) "" !ti .... \~ EX/J'T/Nli PCC S£/JNAtl " t.: ~1. • ·'t" VtJIN •Z/7• =\· ~~ ~'! .. \~ \ \ t \... "-\ \'\\ ,.: \ "' "" \ \' \ ~ Q r ·~ Q\ ~ 'a:. ~ ~ Q \.,1 ~ fC/llE l"=-2'0' PLAN ,r/,N/JH-J"IDEW/1/K Ell'YJ'.. .flltJJVN Gil BK. a 6/i'ADE BHE/IK INSTALL 4n X 6" PVC ADAPTOR AND 6" 90° PVC BEND. REMOVE AND SALVAGE EXISTING DRAIN, GRATE AND 90o 1'VC l3END. INSTAL!. PCC CURB, TYPE "B", PER C.N.B. STD-182-L, WITH s• CURB FACE. CONSTRUCT AC PATCH BACK TO JOIN EXISTING ALLEY. REMOVE, STORE AND REINSTALL EXISTING BENCHES. STREET LIGHTS TO BE REMOVED AND REINSTALLED BY CITY FORCES. • 303· -w= ~ OS'• . \ \\\ \ " "~ \ ~• "' ~\ b,-I:; x.xx PHIJPl1J"ED lilliV. ( x.xx} -EXLJ"T/N/; ELEV. .,, i::~ "' It ~ ~:?: ~ \ 'l:i ~ '.:I CQ .. ~ ·3! • ..; \ "' ~ CITY rT~EEr ~IGNT ,OQ,lL ,!!OX J7J BE 1£~0£AT£D DV £/TV , FOIUES. \ @ WRAP EXISTING STORM DRAIN PIPE, AT INTERSECTION OF NEIi SEAWALL WITH 3/S" EXPANSION JOINT MATERIAL. .f'EF. F.B. S2/ PGIIJ; !;8. 5/8 PG /.9 APPROVED r11 \~~ ~:\ \ • \ \ \' D \ \ C-Z662 $,(2,!U, PUBLIC WORKS DIRE.CTQR l--.+-----j--------------1----1 R.E. N0·_,_[_1....,.f!,,,.:lr.__ 8ALIJOA PENINSULA SEAWALL /J'LANO STREET TIJ ADAMS STREET DATE BY DESCRIPTION REVISIONS DA z..-rz.,. -e DESIGNED APP'D. .Sl CHECKED Lt) DRAWN JW DATE 12-/,f-r!J8 CITY OF NEWPORT BEACH N•S/23-S PUBLIC WORKS DEPARTMENT SHEET 2 OF 3 I } PCC ' .... J_.;:::::;:::=;==;-n7.,...-,--,-T . ··,--:-· .b. . . .. . . . ~erA11. £ " £L • fo.Z7,M.S.I. . ElEV. (J'EE PIANJ .1?£P.tACE GZ-LST/NG PCC SIOFCAU( SEAW/11.I. AT PIIIVAT6 PIER ENTIANCE ADAMS .sr TIJ rrPIIIU ST IIN'-1' N. T. s. □ R«INQ PFF 7/IP 0~ P/PE AN£NIJR .,_..,, TYP/£At. 1 ~--12" /Jbl. ST/JR/YI DRAIN EX. JANI:) ./.INE P/PE ANL"NOH NTA/1. N. 7.S. .--PIPE T~RMINVJ' -I.lo li •; ., ••( •• r '' 6" Elt..rANO ~/NB SECTION R N.T.S. NO re ; ✓II,, ACP JO/NT S'#/11.l. l3E CENTEli'FP IN 71/,F PIP/! ANCIIDR 4" RAIJIVJ MIN· ELEV. f SEE PlANJ 6 • : \~-: 't,·,l•~';»''••'&.-.:j•'·p•·••....-. ... ' . . . . . . . . . .. . . . ' II;-, ·/~ ,:·~·:.-·· .. • • (ll ~ • ,, • • • • I V • ~ • ••• J l!J JJGTA/1. A P£C SEAWAI.L IN l'IIDNT (IF PHIi/ATE N.T.S. PIIDPEIITY REPIACE EXISTING PCC .J:IOEWAtk . -·.~ . "'· , , .. .8 J)ETAII. 8 ELEV. (JEEP,AIIJ REP✓ACE €XI.STING PCC SIOFWAU<: ~~ lQ .... PCC SEAWAI.I. AT Pl/VAT£ Pl~/1 SNTTIANCE ,.., N. r. s. U.S BULKHEAD f/NE 6 8 PCC SEAWAI.L ADAMS .3T Ttl N. r. $. ------cl. •G.t:!7M.5.l., {JEE /JfANJ OEPlACE 611/STIHG PCC .J:IOEW/1£K CY.0/IErr .sr DNI.Y !I -----~-~--------- 0 G) 0 0 0 @ @ @ @ I-..I ,--\ 'lo THI!' L>IMENSIIJH O SH/Ill VA.VY WITH THE ElEVA7/DN PF T"HI!' .SI/JEWAlK ,?l)Jll&ENT TO THG S,FAWAL L 12• 0.21 O.OIJ o.so ' CURB IN4ET DETRIL N. T. s. CONSTRUCTION NOTES REMOVE .EXISTING ENCROACHING IMPROVEMENTS, INSTALL 12" ACP STORM DRAIN. CONSTRUCT PCC PIPE ANCHOR AT STORM DRAIN JOlNTS AND STORM DRAIN TERMINUS PER PIPE ANCHOR DETAIL SHEET 3. -"' .... CONSTRUCT CURB INLET OL-A PER APPLICABLE PORTIONS OF CNB STD- 305-L (L=S'). INSTALL l.2" ACP STORM DRAIN STUB WITH '.3/4" PL'.(WOOD PLUG AGAINST.NIPPLE END. JOIN EXISTING SEAWALL AND INSTALL DOWELS PER DETAIL SHEET J. CUT MINIMUM OPENING THRU MANHOLE COVER FOR SLUICE GATE. CONS'J:RUCT 4" THICK FCC SIDEWALK. CONSTRUCT PCC SEAWALL ADJACENT TO PRIVATE PROPERTY PER DETAIL D, SHEET 3 (TYPICAL); A=J'-6", B=1'-6". ELEV. (JFF PlilNJ A'FP,IACI! E'Xt.s7/N6 PCC .S/QEWAlK PER ELEI/S. IJN P./.AN K/PP,IF £NO OF /i!-ACP .srus-ovr _,,,.0@ 16 £W. -F4:t-'""'·· ·, ,,. ,., ..• ,.. ... :,~··, .. , .... • • .. . ... .... ~ • • • I • > • .. • I • .. ' ' . s "'= 0.7S • .• @ @ @ @ @ @ @ @ J • • • ,9 •. ' DETAIL C P£C SEIIWAl.i.. AT .STIIEET ENDS /V.T,.S. CONSTRUCT PCC SEAWALL ADJACENT TO PRIVATE PIER FER DETAIL E, SHEET 3 (TYPICAL); A=3'-6", B=l.'-6", CUT MINIMUM OPENING TIIRU CURB INLET AND MORTAR 6" PVC DRAIN PIPE IN SIDEWALL. INSTALL 8"-SQUARE SMITH DRAIN MODEL 2005 B WITH.NICKEL-BRONZE GRATE, WITH STAINLESS STEEL SCREWS, ADJACENT TO SEAWALL. INSTALL 6" PVC SCHEDULE 40 DRAIN PIPE ·AT 0.25% MINIMUM GRADE, INSTALL 4" X 6" PVC ADAPTOR AND 61' 90° PVC BEND. REMOVE AND SALVAGE EXISTING DRAIN, GRATE AND 90° PVC BEND, CONSTRUCT AC PATCH BACK TO JOIN EXISTING ALLEY. INSTALL 3n DIAMETER X 5" DEEP BLOCKOUTS ALONG THE CENTERLINE OF THE TOF OF THE BULKHEAD FROM ADAMS ST TO CYPRESS ST. LOCATE HOLES AT PROPERTY LINES AND ADJACENT TO PIERS WITH A MAXIMUM INTERMEDIATE SPACING OF 5', X.XX _ PROPPJED ELEV. I I \ .... \ \ I I (X.XXJ -.EKISTIN&E/EV. ' DATE W.ITALL '/z "Jt 7' auos o; NLY.11/VIQE JEAVJNT 2-2 -.Jl'"AN'D --ct. Hl!'W P,C GKAYITr RGTAIN/NJ; WALL ---=:i.,-AIL BAR.I' TD BE cPtJXIED INTII P/ACF NOTE: 12" 12'" I &911..f@ /6 ,, r.r. .OOIVEU .sHALL BE hll.s:T"AltFD !I INUfl!.J' BElDW "?WE 70P 0,1' THE WAU AUD AT /6 INCH INTERI/Al.J' 71f&0/FRFTER. E1tl.ST. 8VLKNFAD 11"'DJCY .sRAU. C/JNFDRM 7U .n;tTTE OF &R./.IF/U?N/11 ..rPl!l:IFICATION SD#D•lllM•OB ANOSEUJFO IN .J'THICT At:CORD Wl7H THE MIIIVDFAITtfR,F/U PRINTED l'NJTHVt:T/ONS, roP ,,,,w BULl<HEAD ~IJW£~/NG DETAIL N. r. S'. NATIVE SAND SHALL BE DENSIFIED TO 100% RELATIVE COMPACTION. STUB OUT #4 REINFORCING BARS 6", 1.2" ON CENTER TO A DEPTH OF 6" IN THE CATCH ·BASIN SIDEWALI.S. PUBLIC WORKS DIRECTOR R.E.Nn (Ut:llt: BALBOA PENINSULA SEIIWAll /JI.AND .STREET TIJ A/JAIi/I JTIIFEr BY DESCRIPTION APP'D. REVISIONS DATt...._ _ ___,fc_-Z.=-..,_l_,,l..,,_-_,t/.,,_,'l/.,_--1 DESIGNED .Sl CHECKED LO DRAWN ✓W DATE 12·/.f-88 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SHEET ;i OF 3 cl .. ' -' . . ' i : I L \ I