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HomeMy WebLinkAboutH_5147_SLL 0 VIfC!NlilY MAP SCALE: !" = 4400' SYMBOL LEGEND -•-POHER POLE !Q)SSMH SANITARY SEWER MANHOLE fIRE HYDRANT HATER METER BOX & SERVICE GAS METER --©----VALVE POWER POLE ANCHOR D, MONUMENT -x-x-x-FENCE ==== BLOCl<WRLL TREE SHRUBBERY = -= = = ASPHALT PAVEMENT @§$;';)TI BRICKWAU< I l CONCRETE V, ;1 v / ////( c/1'.2 BUILD! NG ----EXISTING CONSTRUCTION ----PROPERTY LINE NEW CONSTRUCTION ---t_---CENTERLINE --·S-----SEHER LINE ---·-H-·---WATER LINE --G---GAS LINE -E--POWER Ur£ -TEL-TELEPHONE LINE -CATV-CABLEVISION LINE ---SP -SPRINKLER SYSTEM :a: STREET LIGHT -v SIGN el MAIL BOX * SPRINKLER CITY OF IRVINE U.C.I. EMERGENCY TELEPHONE NUMBERS CALL TOLL FREE 1·800·422-4133 BEFORE YOU DIG AGENCY SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY PACIFIC TELEPHONE COMPANY CITY OF NEHPORT BEACH (UTILITIES DEPT.) COUNTY SANITATION DISTRICTS COMCAST CABLEVISION NUMBERS 634-025! 895-022[ 611 644-3011 962-2411 542-6222, AFTER 6:00 PM 542-3975 PUBLIC WORKS DEPARTMENT NEWPORT PIER AND BALBOA PIER REPAIR i]@@(6)=i]@@1 CONTRACT NO. APPROVED: DIRECTOR OF PUBLIC WORKS R.C.E. 16791 APPROVED: t,(,l_&&~-n1 -fk1z;qf CITY ENGINEER R.C.E. 24967 3093 DATE: 4-2· 97 GrE N rE RA IL 1. ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL, EXCEPT RS OTHERWISE STATED IN THE CITY'S STANDARD SPECIAL PROVISIONS, OR IN THIS CONTRACT'S SPECIAL PROVISIONS, BE CONSTRUCTED IN ACCORDIRNCE WITH THE 'STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION," 1994 EDITION, AND SUPPLEMENTS TO DATE. 2. EXISTING UNDERGROUND UTILITIES ARE SHOWN RS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION. 3. BENTS ARE NUMBERED FROM INLAND OUT IN EACH PIER. 4. PILES ARE LETTERED FROM ERST TO WEST, IN EACH BENT, STARTING NITH 'A'. 5. STRINGERS ARE NUMBERED FROM THE ERST SIDE CE/SJ OR WESTSIDE (~/S), AS INDICATED IN THE HORK SCHEDLLE. 6. TRANSVERSE DIAGONAL BRACES 'TUB' ARE CONNECTED TO THE PILES. 7. FLAT DIRGONFL BRACES 'FDB' ARE THE BRACES LOCATED HORIZONTALLY BETWEEN BENTS AND PLACED DIRECTLY BENEATH AND ATTACHED TO THE TIMBER STRINGERS. 8. LONGITUDINPL DIAGONAL TIMBER BRACES RUN IN A NORTH/SOUTH DIRECTION, THEY ARE CONNECTED TO THE PILINGS AND ARE LOCATED AT THE END • SECTION OF THE PIERS. 8. ALL BLOO<ING SHALL BE REPAIRED OR INSTALLED, WHERE MISSING, HITH 20d GALVANIZED NAILS. 0 REMOVE AND REPLACE EXISTING PILE PER APPLICABLE DETAILS ON SHEET 4. 0 REMOVE AND REINSTALL INTERFERING PORTIONS OF EXISTING TRASH ENCLOSURE. I I < ~ C ,~ ~ ~ ~ /TI 0 1' ~ 0 ~ ~ ( z C s:: m m JJ C JJ ~ z GJ z C $'. OJ m ..lJ I I CJl - --------------------------------❖-------------------❖----------~-----------------i 11~~ APPROVED APPROVED ~~~ £u.-) . .9-.h-- GENERAL SERVICES DIRECTOR UTILITIES SERVICES HfNIGER R.C.E. NO. 25333 DRTE 4-~ 3 -'11 DATE "f~'Z.-97 NTS NEWPORT PIER BENCH MARK O.C.S, BRONZE DISK (TIDAL 3 1962) LOCATED AT BALBOA BOULEVARD, ABOUT 250 fEET ERST OF THE CITY DOCK, 120 FEET HEST Of MAIN ENTRANCE TO THE POST OFFICE, 94.7 FEET EAST OF THE ERST CURB OF f.lRSHINGTON STREET, IN THE TOP OF THE SEA WALL, ABOUT 0.5 FOOT WEST OF RN ORNPMENTAL LAMP POST, AND 0.4 FOOT LOHER THAN THE SIDEf.lRLK, ELEVATION 4.131 FEET MSL. BALBOA PIER BENCH MARK O.C.S. ALUMINUM CAP CIE-69-68) LOCATED 1.6 MILES NORTHWEST FROM POST OFFICE IN BALBOA TO ITS INTERSECTION WITH 19TH STREET; ABOUT 250 FEET SOUTHEAST ALONG THE CENTERLINE MEDIRN.OF BALBOA BOULEVARD FROM THE CENTERLINE OF 19TH STREET, ACROSS FROM THE HOUSE NO 1812, SET IN THE SOUTHWEST COR~'ER OF A CONCRETE CATCH BASIN, 0.6 FEET HIGHER THRN THE ROAD. ELEVATION 5.486 FEET MSL. 'ly,OYESSJo ~:.,~\\'f.N J, Jr74, s M /fo:43g ~ Exp. 6-30- CIVIL Op CAL\ H-5147-S SHT .1 OF 4 I I ·1 I ' ' I _I 0 JJ ~ z GJ MACFADDEN SQUARE 0 --LIFEGUARD STATION HEADQUARTERS (MARINE DEPARTMENT) EXISTING STORAGE BUILDINGS 00 □~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ ♦ ~ 0 0 ♦ D ♦ ♦ (> (> ~ 0 (> D <> ♦ D O " I> 0 I> 3 D ♦ D <> 0 .. 0 ♦ (> (> ♦ .. 0 0 .. 0 0 ·:\ ♦ I> • • •••• ............... ., •••• ,. ....... ~ .................. ~.6·• .............. ~·••<>••<>•<><>•~-""""""""""""~""""""""""" • . . . I• . • I . . LEGEND . EXISTING PILE [P L A • PILE REPLACEMENT 0 BENT NUMBER ' ' --.._ __ --~--f""----~----r-------. --,.. __ r-----.. ( ----• ' 0 -------1--------e---r-. 0 Ln --"' ------ [N] SCALE I "=50' . -N rv "' "' ---- . sr u, --·-- . In "' -,_ ' ---In to In "' "-"' --:--.. --- ' -0 (D (D --------- - (D . "' w --r--- -"' (D ~--1--... (Ii ' ..... (D ' ' CD en w w --. __ ~@]§]~@]@] • _ .:J • • • ' =----0 -r O <> e <> <> ·I• r-7 .. • • "I • t -~-----.. " • • t • 1 • EXISTING : • t • • • RESTAURANT ~ • r • + • • r .. + • . _____ .,,. " XI\ \IX --' (T) "- ... ..... w "- ,,. __ --.. -----.... REMOVE AND REPLACE EXISTING PILE PER APPLICABLE DETAILS.ON SHEET 4. NEWPORT 0 L IE HORZ. SCALE 1"=50' VERT. SCALE 1"=10' PIER --........ _ / EXISTING SRNDLINE '-.. . .._ NOVEMBER 1996 -·:---------------- C-3093 NBMPO~l r!E~ AND BAlBOA riE~ ~ErAi~ APP'D, DESIGNED SL DRAWN tt GRACIA CI TY OF NEWPORT BEACH H-514 7-S 1----'---'--R-E_V_I_S_I _O_N_S--~--i-,C""HE""CK""ED;;-----tD"'AT;c;,E----i ORTE BY DESCRIPTION LO 25 Mar 1997 PUBLIC WORKS DEPARTMENT SHEET 2 OF 4 I I I ~ ~ !" n ~ a "' z ;; z C ;,;: OJ m Il 0 JJ :J:?'. < z Gl z L $'. DJ m JJ 0 Il ~ -, L GJ C $., OJ m JJ 0 7'1 ~ < z GJ ,, I MAIN STREET LEGEND • EXISTING PILE • PILE REPLACEMENT 0 EENT NUMBER 7 ' "" ' • ' r J ' ' . ' -~r,11_:r! ==========~====:::::::===---kc::::-----------:::::::~ ~ :;--- M.L.L.W. EL. 0.00 CD ® -"' ru . "' N . "' N -"' ru . en N . m N . . 0 N "' "' . 0 .,. . N .,. REMOVE AND REPLACE EXISTING PILE PER APPLICABLE DETAILS ON SHEET 4. REMOVE AND REINSTALL INTERFERING PORTIONS OF EXISTING TRASH ENCLOSURE. ' '· ' ,_ ' -. "-In .... .,.. BALBOA p l ; J J ' • • ' ' . ,, -• . "' ,-. "' In "-.... p PIER [L ' ' ' . . "-,_ "' In 0 • . "-.,, ' ' . I'- "' . en .,, SCALE 1"=50' I I I I ' ' ' ' . . . . N . 0 -en "' en "' (.0 "' "' --I------ [L HORZ. SCALE 1"=50' VERT. SCALE 1'=10' • ' . (Tl w • I I I I -. "' <.D L0 w DATE BY -"-"' • ' "' LC ' ' ' -. en 0 "' ,-. ' ' . N r,. IXI\I\IX . . -. "' "' I'--a, "-r,. r,. "- --~-----L EXISTING SRNDLINE -,.___ NOVEMBER, 1996 ,..__ --1------------ APPROVED ~~ DATE ,, , ',7 /p,/7 DESCRIPTION C-3093 N~ORl PIER AN[CT) ~AL~OA ?~ER REPAIR APP'D. DESIGNELr SL DRRHN M GRACIA CI TY OF NEWPORT BEACH H-514 7-S 1---L--'--R-E_V_I_S _I_O_N_S __ .1...__1--,C_HE_CK~ED--=-+D-RT_E_:.:...=..:.:::::.:.,i LO 24 Mar 1997 PUBLIC NORKS DEPARTMENT SHEET 3 OF 4 I I I J!-, .j:>, z C ~ DJ m :n 0 :D ~ i I z C ~ DJ m JJ :c I 01 -~ -..J I (/) 0 ~ <'. z Gl z C ~ rn 93 -,,----- ~ § C ::D ~ z Gl ----I/ ·---,..--r----~--. ----· ,_._ __ ,-------' _,,J! v· , -\ '' ,, -·i ---~- ~-·, ~ ! ' o~.I ", ~ "' ~~ ',.j I ~ 0~ ". I".. I~ "1 ' ~ I ' j 11 r, i /'<' i \ i \ I ,-~ . !~ ' \ _____,-.:1 \ \ l i&. I 1;1 " '.!'--·--~~ -~~ 1·,..L 71 / r . .' '"' ! / -! i 1/__~--,_j I --'--. '---·-·---- APPLIES TO ALL SPANS BETWEEN BEN! 49 RND BENT 53, NE.WPORT PIER PILE-- SECT I 0~ ffev.~#'v. NTS NTS ~ --~, ---r------- ! \).~· ---t··::::,,. __ ' , :, \ .d ~ - 1 ~ oX __ --r-,....._ ___ I~ '. ~I' I/ ~ -----.. _ p· !~ ,. "" 1---+--. --◊:z I ... i-314"x !G" GALV. LAG SCREW RND WASHER 1;1 4"x 8"x 12" BLOC!< -PILE ( TYP. I ' ) \ ~.,<, --il f------i ~--,,,'- '\ --··--~--- ! __ \j --• \.-PILE (TYPICAL) APPLIES TO ALL SPANS BETHEEN BENT 43 RND BENT 4?, BRLBOR PIER NTS ? , l. /~ VARIABLE 1· ·7 r7 w °' _J w ::, IL Q w Ul I wU H (fl °' "" 0: "" >o 3' I 1-4,,-·EX. U~ I I I I 1r JOIN EXIST -r-I I I (SflhOJTl I I I I I I I I I I ADDITIONAL I I /13-I I / I I I I I I I JOIN EXISf 1 (SAWCUT) I ' PlAN VIIEW ms <:, z H ,-. u, H X w :z H 0 ..., -"I CU~B ~EPA!~ ~ETA!l NTS ,_ r EXIST. HOLE OR DRILL 1-1/2 DIA. HOLE AT LOW POINT , -~L f--3✓4'x WRSHE ) ---6"x 20" STRINGERS ~-4"x 16 " STRINGERS 12" LRG SCREW AND WHSHER ru I '---APPLY EPOXY COMPOUND ,,.--SECURE AGAINST R MEMBER (PILE, / BRACE, ETC.) HITH A l-l/2" WIDE, ~o-, -,-~"'o, 12 GAUGE GALVANIZED MOUNTING AND TWO GALVANIZED 112" X 1· LAG BOLTS • --! " DIA. PVC (SCHEDULE 40) INSTALLED FLUSH WITH SURFACE OF DECK INSTALL RS NEEDED ELBOW(S) TO AVOID TIMBER MEMBERS --✓• 314 'x ! EXTEND 12" BEYOND ADJACENT TIMBER MEMBERS r 12"x ~ 3/4'x 12" GALV. LAG SCREW-,-_ AND WASHER ..._____ SEE END OF BRACE DETAIL-r-i" 12" PILE CAP l2"x 12" CAP~ I "" ~ 7 ,~ APPLIES TO ALL SPANS BETWEEN DENT 1 RND ECNT 25, NEWPORT PIER APPLIES TO RLL SPANS BETWEEN BENT 22 AND BENT 24, AND BENT 33 AND BETNEEN BE.NT 35 RND 43, BRLB09 PIER PLI .. IT~ OF !EX I ST I l'JJG fRl#lll~OPriK llllNJl!)!E~ []!ECK I INJG NTS 3' r ~ / __ ..,,,/PILE I ' r ~ -' I ' M ' @1 \ @ ' l e \ . ' CD ' @ \ I@. ' ' \ I I • ' ,......_ I / ' -r- -~ 6" 12' i 12" 6' 7 ~ lri PILE CflP t l'-11" ' ' ✓EXIST 4"x 16" 1 ,/ STRINGERS ' ,, _,/'~:;~-:--1 . .~------.. -- ' ' ' ' ' ' ' I "'\.J ! 1 . ' .. .,...-· _.,_,.... ' . ·-·--~ ' ' _.;,-----! I ___ ,,_,,.--::, I_,,..,,..,~_::_~ ' ' ' ~':':/7.,,' ~---~2~x [d• ' .-C------~ >. TO BE ' , i ' ~-REMOV!,□ (HP)-' ' ' ' ·-+--:: ... .--· / ),-. ·---.,.. ' I ' I ! I I r:;i"-:---~_.::::::---n ; f-j ' ' .J. ' ·-"'/' -::=::::;::" -· ,--------~--, ----------' jl/• 1/...-----:_-, i ' • ...--•• --· • 3'-10' DE«l( [l)~~ii\ll [))!Eu/Ail NTS ! . ·7· (D _,,c:, zw -> ' ~a u:,:: l ww . E BOLTS 314" DIR.x 15"' MACHIN WITH GALVANIZED WASHER 5 (TYP) I \ I i ri- ~- ' ' ~, ~J. :r """' = . . l -.' , ~,".. I , _ / I j J ! C,L.l ' l "'.'~.-"'"°" "i;'V"-1~--,,----~ ", i cry om .,. =:-~~\ i[ I i I 1 : '. ~ • L--~.':--~:fi1 --7::: --1 ( \ ' 0 ' ' ' ' l ' '.::::::::• \.'\ \ ; :?.: i='. -' : : : "-PILE : ~'.---<~ \ 1\ ; ' 1~ ' ! I ~~~---.J.L, i-<-' -::::_----=::::::----::::::-----~ _1 :::;::-_:::::=----::::c.-1:--~---4-. j ' ' ~"::'-'--... --.-.. --:::::r:--_,_-.. ------_l • ......-,------l ' ' ' ' ' . I ' · 1 •·· 1 1 1 :: ;,, "" I: 111 II 1------;:.--'-r±:r,r--;-,t-,,,--,,,~w-----7 L_ j ' : __ ~ ___ J ' ' ' ' _______ ,___,.., .. --~~------ l u : I i : -,, I 11 I 'NUT ON BOTTOM END I I I l l !-..~ I j I I ---. EX. PILE TYP. I I I UECK 45° WASHER~ I f fl J/4" ,/ I I / I I I" BOLT °""1~ I I I I 45° ·--1 L,, 1~ __ 1 ...__J,, ...... BENT NO. 18 31 34 37 43 43 43 BENT NO. 43 53 ~6'x B'x 28'-0" DIAGONAL BRACES ~NO. 2, 4" GRLV. SPLIT RING END OF BRACE DETAIL NTS NTS BALBOA PIER PILE LETTER DECK ELEV. MUDLINE ELEV. C 25.0' -3.5' C 25.0' -14.6' D 25.0' -16.0' C 25.0' -18.3' B 25.0' -23.0' I 25.0' -23.0' K 25.0' -23.0' NE1'\1PORT PIER PILE LETTER DECK ELEV. MUD LI NE ELEV. B 24.0' -13.0' A 24.0' -22. 6' (4" P.C.C. WITH 6"x 6'x B"x 8" GRLVRNIZEIJ WHFl •• fpij[]E ffe1CCEs~····op[E~]H~G DlEuA~ [ P I lE OOW~tNJ~CT I Oi\11 [))JET /A I l NTS !~CENTER LINE OF PIER NTS rEXIST. 2' X 4" (ROUGH) BRIDGING / @ CENTER OF EACH PIER SPAN. NAIL WITH 20d GRLV. COMMON NAIL LENGTH OF COVERAGE 20.5' 3l.6' 33.0' 35. 3' 40.0' 40.0' 40.0' LENGTH OF COVERAGE 30.0' 39.6' c~oss B~AC!~G ~ETA!l NTS 1----t--+---------------!'--JRPPROVEO ,#.'~ .SIGN ENGINEER R.C.E. NO. 19111 ORTE , l'.#1, C-3093 N~ORT f!ER AN~ BAlBOA f!ER REPAIR RFP'D. DlSlGI • SL H GRRCIA CI TY OF NEWPORT BEACH H-514 7-S t---.L....--'--_R_E_V_I_S __ I_O_N_S __ ~--frccHE:ascr,;K;c;ED;---LD-J;;;DH;,;l~~-s-M-a,-!9-97 1 PUBLIC WORKS DEPARTMENT SHEET 4 OF 4 DATE BY IJ[SCRIP1 !0N a > 2 " t " 3 m 0 C " " Po ~ " , s • z C ~ < 0 ffi " i C . ,t a " lS s ~ "' G > " 0 0 z F n ; "ii G '" z ,._ C $ OJ m JJ □ JJ ~ z G1 z C ::;, [ll m :r; '''----~ ~ "' 0 b " 0 ~ 0 1; " z • ~ z __ m_ 0 )> C 0 0 i I I 01 -~ -.J , i (/) 0 JJ ~ <. z G) z C $ [ll m ~ ,LJ 0 JJ ~ .__ z GJ I I