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HomeMy WebLinkAboutH_5120_SPROJECT LOCATION CITY NEWPORT -~ -. PUBLIC WORKS OF BEACH DEPARTMENT_ _N_EWPORT_ -CHANNEL_ B_I_C_YCLE BR IOGE CONTRACT NO. 2513 1. 2. GENERAL NOTES ALL WORK SHALL CONFORM TO THE PROVISIONS OF THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CON- STRUCTION", 1985 EDITION AND THE CITY OF NEWPORT BEACH "CONSTRUCTION STANDARDS" EXCEPT WHERE SPECIFICALLY MODIFIED IN THE SPECIAL PROVISIONS OF THE PROJECT CON- TRACT SPECIFICATIONS. WHERE CONFLICTS MAY EXIST BE- TWEEN PLANS AND THE VARIOUS SPECIFICATIONS, SUCH CON- FLICTS SHALL BE RESOLVED BY COMPLYING WITH THE FOLLOW- ING ORDER OF DESCENDING PRIORITY. A. CONSTRUCTION PLANS WITH NOTES AND CALLOUTS THEREON SHALL TAKE PRECEDENCE OYER ALL OTHER DOCUMENTS. B. CONTRACT DOCUMENTS AND PROJECT CONSTRUCTION SPECIFICATIONS WITH SPE€1AL PROVISIONS. C. STANDARD SPECIFICATIONS FOR PUBLIC WORKS CON- STRUCTION, 1985 EDITION. D. ALL OTHER REFERENCED SPECIFICATIONS AND INDUS- TRY-WIDE STANDARDS SUCH AS ASTM, AISC, NACE, SSPC, API, APWA, AND AWWA. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE-AND COM- ' -z w_, ~= z C ~ ~ < z co !" 0 m ~ JJ C ~ 0 ~ z " PLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE ~ l --> COURSE OF THE CONSTRUCTION OF THIS PROJECT INCLUDING "' SAFETY OF ALL PERSONS AND PROPERTY ro-THE. FULLEST EX-~ J: 0 TENT OF CURRENT OSHA REGULATIONS; THAT THIS REQUIRE-g I ~ MENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO ~ .I\:§: NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL U., :!' z DEFEND, INO.EMNIFY, AND HOLD THE CITY-AND-THE ENGINEER ~ N '.;l HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, 0 7 IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS '- PROJECT, EXCEPT FOR LIABILITY ARISING_ FROM THE SOLE ~ I s, z NEGLIGENCE OF THE CITY OR ENGINEER. CO ___ _:::_--=L--------------------------------------------------------------------------------------------------------------------------------------------~-a:-,RAf=F1c co111TROt:.l(Nt:,--,;J(f'ETY7DBncEs---sArAl:C7~1'CIDEo-___ 11--,;;t---~~d-T AND MAINTAINED PER THE STATE OF CALIFORNIA, DEPART- MENT OF TRANSPORTATION "MANUAL OF WARNING SIGNS, LIGHTS, AND DEVICES" FOR USE IN-THE PERFORMANCE OF ALL WORK WITHIN CALTRANS' RIGHT-OF~WAY AND TO THE SATIS- NO. I 2 3 4 5 LOCATION MAP NO SCALE SHEET INDEX TITLE TITLE SHEET SITE PLAN AND BRIDGE ELEVATION BIKEWAY PROFILE, TYPICAL SECTIONS AND DETAILS SIDEWALK IMPROVEMENT PLAN AND PROFILE S1LY ABUTMENT PLAN, DETAILS AND GENERAL NOTES 6 BRIDGE FOUNDATION PLAN, SECTION _ AND DETAILS BENT PLANS AND DETAILS 7 8 BRIDGE LIGHTING AND MISCELLANEOUS DETAILS EMERGENCY TELEPHONE NUMBERS AGENCY UNDERGROUND SERVICE ALERT • SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CAL I FORNI A EDI SON COMPANY PACIFIC BELL CITY OF NEWPORT BEACH PUBLIC UTILITIES NUMBER 1-800-422-4133 634-0251 895-0221 551-7736 664-3011 NAME OPERATOR DISPATCHER OPERATIONS OPERATOR GIL GOMEZ SYMBOL_ LEGEND ..... POWER/ LIGHT POLE 0 MAN HOLE 'cl FIRE HYDRANT a METER OR PULLBOX -@-VALVE t-SIGN POST A MONUMENT ········i:.i ... -. EXISTING GRADE -15-Fl NI SHED GRADE '~ TREE &•T) SHRUBBERY 1/ '-! -4if'4t,{.w'.W ASPHALT PAVEMENT I·.·. :.:.·.q CONCRETE 1.:::: .'.:..:..::.. = ----EXIST I NG CONSTRUCTION NEW CONSTRUCTION -·-t.-CENTER LINE -··-5-SEWER LINE -···-w-WATER LI NE --r.;-GAS LINE ' -£-POWER LINE -TEL-TELEPHONE LINE -sP-SPRINKLER SYSTEM *-STREET LIGHT .. , :_1 EXIST-. ELEC. SERVICE -PANEL Construction contractor a"irees that in accordance with generally accepted construction prnctices. construction contractor will be required to assume sole and complete responsibility for job site conditions during the course of construction of the project, including safety of all persons and property; that this requirement ,;hall be made to apply continuously and not be limited to normal working hours, and construction contr<>c!or further agrees to defend. indemnify and hold design professional harmless from any and all liability, real or alleged, in connection with the performance of work on this project, except mg liability arising from the sole negligence of design profes-s10nal. PREPARED BY: WI LLDAN ASSOCIATES 290 S. ANAHEIM BLY□. ANAHEIM, CALIF_ 92805 (213) 924-1631 (714) 774-5740 HENRY M. FEILEN ACE_ 29153 4. FACTION OF THE CITY ENGINEER- THE EXISTENCE-AND LOCATION OF AN¥ UNDERGROUND OR OVERHEAD UTILITY LINES OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A-SEARCl:I. OF AVAILABLE RECORDS . APPROVAL OF THESE PLANS DOES NOT CONSTITUTE A REP- RESENTATION AS TO THE ACCURACY OR COMPLETENESS OF THE LOCATION OR EXISTENCE OF ANY SUCH UTILITY WITHIN THE LIMITS OF THIS PROJECT. THE CONTRACTOR SHALL TAKE ALL DUE PRECAUTIONARY MEANS TO PROTECT AND VERIFY THE LOCATION OF ALL UTILITY LINES WITHIN THE LIMITS OF THIS PROJECT WHETHER SHOWN ON THESE PLANS OR NOT. 5. ALL PCC AND AC REMOVALS SHALL BE OUTLINED, THEN SAW- CUT TO A MINIMUM DEPTH OF 2 INCHES PRIOR TO REMOVAL OF ANY SUCH MATERIAL. ALL MATERIAL AND DEBRIS CREATED BY THE REMOVAL OPERATIONS SHALL BECOME THE SOLE PROP- ERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF OFF- SITE AT A SUITABLE LOCATION SATISFACTORY TO ALL COGNI- ZANT AGENCIES. 6. ALL UNDERGROUND UTILITY WORK. SUClt AS; TRAFFIC-SIGNAL AND ELECTRICAL CONDUIT RELOCATION SHAl:L BE. COMPLE:TEO PRIOR TO PAYING OF STREETS, SIDEWALKS, AND DRIVEWAYS. 7. THE CONTRACTOR SHALL REQUEST INSPECTION FROM THE PUBLIC WORKS DEPARTMENT AT LEAST 48 HOURS IN ADVANCE OF CONSTRUCTION (TELEPHONE: 644-3311). 8. THE CONTRACTOR IS REFERRJ;:D TO THE FOUNDATION INVES- TIGATION REGARDING GRADING REQUIREMENTS AS DESCRIBED: IN THE REPORT BY MOORE _& TABER, JOB NO. 185-89 DATED SEPTEMBER 18, 1985. APPROVED NEWPORT -CHANNEL BICYCLE BRIDGE 1--+--+------------t---J PUBLIC WORKS DIRECTOR "' CX) R.E. NO, ___ _ L--l---'-------------1---1-;.°"~T~~=Ti;;~;i===li------------"T-:--:--:::-:-:-::-I"' APP'D. DES~~~~-ORA~ o. CITY OF NEWPORT BEACH , H -51 15 -s ~ DATE BY DESCRIPTION __ TITLE SHEE__T_, _ <t REVISIONS CHECKED DATE 3 _ 8 7 PUBLIC WORKS DEPARTMENT SHEET I OF 8 H.F. I i 1( I i > z 0 JJ ~ <: z Q z C 7 -, co m JJ ' ' , I 1. . CONSTRUCTION NOTES • r,\ I I 0,-:coJ\IST..RUCTY_REFABRICATED STEEL _TRUSS. BRIDGE,_ . ~ pO~ISTRUCT VARIABLE IIEIGIIT TIMBER RETAINING WALL PER PLAN IIERE ON AND PROFILES AND DETAILS, SIIEETS 3 AND 0 @-coNSTRUCT 4-INCH THICK PCC SIDEWALK PER PLAN HEREON AND TYPICAL SECTIONS, SHEETS 2 AND 3. @-coNSTRUCT METAL HANDRAIL PER PLAN HEREON AND •• TYPICAL SECTIONS, SHEETS 2 AND 3. @-coNSTRUCT 4-INCH THICK PCC SLOPE PAVING PER PLAN HEREON AND TYPICAL SECTION, SHEET 3. ~ © :cori,~sTRUCT C0~JGRETE: CURB PER PLAN IIERE0N ANO DETAIL 1, SIIEET 6. ~ @(;;\ :CONSTRUCT ADDITIOPIAL 4 IPICII TIIICI( AC Bll(E1.'.'AY TO JOIN EXISTING. &RELOCATE EXISTING NO PARKING SIGN TO BACK OF CURB. ~RELOCATE EXISTING BIKE ROUTE SIGN TO BACK NEW SIDEWALK. -~CONSTRUCT NEW FILL SLOPE. . ~@-CONSTRUCT TIMBER FENDER PILES PER DETAIL4 SHEET 8 -12 PROTECT IN PLACE STREET LIGHT AND PULL BOX. ~ PROTECT IN PLACE HIGHWAY SIGN. -@---PROTECT IN PLACE TELEPHONE CONDUIT. ~ CONSTRUCT AC PAVING CLOSURE TO MATCH EXISTING AND JOIN TO NEW -CONSTRUCTION. @-PROTECT IN PLACE PCC AND AC CURB AND GUTTER. ~ PROTECT IN PLACE STORM DRAIN. CONTRACTOR SHALL NOTI- FY ENGINEER IF EXISTING STORM DRAIN OBSTRUCTS THE CON-----~;~-:-::-- STRUCTION OF ABUTMENT. 1 7 -~--_,, ___ @:-.eROTECT IN PLACE • EXIST ING AC -PAVED -PATHS. ~,NSTA'CL T'' 'RIGID METAL CONDUIT WITH 2-N0.8 CONDUCTORS. @--INSTALL N0.5 PULLB0X. ~INTERCEPT EXISTING CONDUIT WITH NO. 5 PULL BOX. (§pMODIFY EXIST. NAV. LIGHT SERVICE ON POWER POLE _1/<S.REQUIRED. INSTALL l Ll 15A-IP BREAKER. REMOVAL NOTES @-CLEAR AND GRUB LANDSCAPED SLOPE. ~SAWCUT AND REMOVE AC PAVING TO LIMITS SHOWN. ©-REMOVE TIMBER RETAINING WALL. ~ REMOVE ELECTRICAL LINE BACK TO JUNCTION BOX AND CAP WIRES AND BOX. {2) ©..: REMOVE AND CAP OFF IRRIGATION LINE--AT __ MAIN CONTROL YALVE_, V REMOVE PIPE. @-REMOVE EXISTING AC AND PCC SIDEWALK. -._ ~-,~~::-~ , .. J:_,,,-,,;=- -;...c.. -! ✓~,ll[f1 I.Ill 'l[il J·-·-. ·~117TIJ ! ! i -• • JUllj_ ~~ I. ;, __ ' . ! I 'WL. -rtzA<::E. OF E.Xl~ T. 6,!Z-IJ7~1:e (:¾='(O"NO' NE=-W F-E.t--lDE'2- PI L'EOS ' PLAN -SCALE• I"= 20' N'=VV '3 .,;:.PAN :Pl26FAS. -<;.TE!::L.. T~USS: 6-IZ-lv'~E 1','rOUNT c~oS<;; BA\2.~_ -:CO NA,CH EL~VA'T"(ON OF <f:O('=F (T OF t,ll.«.H- WA'-< 6'1"'-Lt:--Gi;. __ £>E":::(O-...l'P N=W e>l2-tp6,c;;-PII-& SUf'POe.T ELEVATION SCALE• I "= 20' BENCHMARK - OR. Co. B.M. No. J -782. BR. CAP IN C0NC. AT N.E. C0R. NTH. BND. NEWPORT BLVD. a 29 TH ST. ELEV.= 05.128 l 19701 ', I - I S.ST'W'"°EN BND OF S.12-IC>G-8 T'f'2:.U>S' fi END OF R..A(LIN& T-ff? -BRFP&°~- -A1,;.u-c ---II-.I,,_ £\-,.IP OF RAILING .---('f;' PIP-G ?-Al L-JI-I& DETAIL NO SCALE PREPARED BY: WILLDAN ASSOCIATES 290 S. ANAHEIM BLVD. ANAHEIM, CALIF. 92805 [213) 924-1631 (714) 774-5740 -HENRY M. FEILEN R.C.E 29153 CATE BY DESCRIPTION REVISIONS -+-~ ----1-_IL ~lv--D MIN. N~W +" 'fHfL.- PCL--<;;.Cv'loVvAL.l<'- ;:ro1N 10 MATC:H sxts-r: ~L-oPj ~ EcL.GV. 8,<'l?T-C-U~B • I z. ~-C(fV\IT OF -=-- f',C. PA'l'tN& -=-if -G>!f;>E,WA'--~ b - ____ :rc:, ~&MAI~ ll":_l-- • l/a5-.ff --:is:::;;z,=9;;.,;:t----ri;~ ~MOVA L. ___ 1 SECTION NO SCALE. APPROVED PUBLIC WORKS DIRECTOR R,E.'NO. -------1 DA"-----------! APP'O. DESIGNED S W.6. CHECKED H.F. DRAWN N.0. DATE 3-67 ' NEWPORTi CRA'NNEL - BICYCLE.! BRIDGE SITE PLAN AND BRIDGE_ELE\/ATION ___ _ CITY OF NEWPORT ~EACH H-5115-S SHEET' 2 OF 8 PUBLIC WORKS DEPARTMENT ~ 0 0 " e ,: 0 8 ~ " 0 M "' Pn " 0 OJ < C z st . C -< "' 0 0 ~ , z -, 'S < z _m " > C 7 G "' z > c r, 2 I 0 r D n 0 i ~ n "' 2 a z z C < co m ::0 0 :JJ ~ z G) z C ~ Ill 93 0 ::0 ~ 7 c-; z \ 10 9 8+13 I 15-- 10- 5- 0- i \Ii .J . -\Ii t ~ lJ: ,f <>.l <( -~ ell t N a ci + -c,- r.() ~ -t ... +25 I IB--Ii\ Ill ()'J U: -!l i -+ (i) (!-\j) 'll-~ <:iJ (j ~ '1-a ti\ \i' + 50 <s- I \Ji \Ji -u. \j) [i; rl\ (I-~ C, I!'"" -.!l ' ci + --IS" -lj\ ~ Li: sir <:,- I'--.! -1--<:!' +50 I \JI ~ ~ -\l: .J + c,J N ~ -st ~ ,f ' ;1; -Ill _, -t <s" I'/\ 10 <s-+ .... -w'L..-t P12-oi==(1..1:.. +75 I +50 I I SCALES HORIZ' 1"=20' VERT, I"= 2' +50 12 SIDEWALK APPROACH RAMPS AND BRIDGE PROFILE -- 9 I +25 I p 12-o Po s c;;; i;;;, BAC./c-OF VVAL..t< _NO,E. ' ---S~E: "7f'-SC-\FlCATlON \'. FD~ AI-TEj,:_¼ATtVt CONC12-,;;:;.-re: SL-OClc:: ~E,:t"AlNlNb VVALL IIMBEELHETAINJN_G W~L ELEVATION SCALES, HORIZ, I"= 10' VERT. I"= 4' +50 I LINES +75 I - 10 I 10 13 -S 1L-Y ,ABU-r. <;1:,6 DE1AIL<:;; -5HT. S PREPARED BY: WILLDAN ASSOCIATES 290 S. ANAHEIM BLVD_ ANAHEIM, CALIF. 92805 (213) 924-1631 (714) 774-5740 HENRY M. FEILEN R C.E. 29153 ' I " 10 1-G, N/;;:.VV 4-" TH f"'. pee. :S<Dc;.WAl.-f"- G, UTTEl2-I!; • ( -z; N€=W SLOPE. SECTION B NO SCALE l I( 10 -~ 4-" tHl.<'.-c.,~c. <;1-0PE: PAv!NC::i ON. z: I .,;. LC PE:. -<-?E-YYAI= -- r,---t:.::.r-IT§ ca APPROVED 2 1-011 - \ ' 1. I SAWCUT LlNE NEWPORT CHANNEL BJCYCLE. BRIDGE "' BIKEWAY PROFILE1.,.TYPICAL ;;! ~;r;;-f----;;;;,:;;;;;;:;;;:;----t::-I-DA~~7 ~~==i~-' ~S~E~C~T~l~O~NS~A~N~D ~D~E~•!:.A~I L~S~_j; I DATE BY DESCR(PTION APP'D DESIGNED DRAWN , • s w. B, N.O. CITY OF NEWPORT BEACH H -5 I I 5 -S PUBL(C WORKS DIRECTOR t--+-+-------------1---1 R.E. ND.------1 CHECKED DATE REVISIONS H.F 3-87 PUBLIC WORKS DEPARTMENT SHEET 3 OF j " C IJJ 2 E ~ C z ,- C C -I· ;-;: <' '' -j; " OJ ~ ri·l -, ::J r 5 ;~ ,_ > m. 0 \ -Q I I I 5,9 .8 CONSTRUCTION NOTES 0 =---- 0---CONSTRUCT 4-INCH THICK PCC SIDEWALK PER PLAN HEREON AND TYPICAL SECTIONS, SHEETS 2 AND 3. @-PROTECT IN PLACE STREET LIGHT AND PULL BOX. PROTECT CATCH BASIN AND GRATE IN PLACE. co·NsTRUCT TYPE B 8" CURB PER PLAN HEREON. ~ CONSTRUCT TYPE B 6" CURB PER PLAN HEREON. @-COIJSTRUCT TYPE A PCC CURB AND GUTTER PER PLAN HEREON. ~ CONS'TRUCT CURB ACCESS RAMP PER CITY STD. 181-L, CASE E PER PLAN i-lEREON. @--PAINT 2." WIDE WHITE STRIPE PER PLAN HEREON. ~ CONSTRUCT 4" AC OVER 8" AB PER PLAN HEREON. ~ CONSTRUCT 0.4' PCC PLANTER CURB PER PLAN HERE~N. '.g--CONSTRUCT 3" AC OVER 4" AB PER PLAN HEREON AND TYPICAL SECTION. @-ADJUST PULLBOX TO GRADE. lzr'~ CONSTRUCT TYPE I COMMERCIAL DRIVEWAY APPROACH PER PLAN ~ HEREON AND CITY STD. I 60 -L. @--INSTALL METAL GUARD POST PER PLAN AND DETAIL HEREON. /tJ- RELOCATE EXISTING STREET LIGHT TO BACK OF CURB- .. .PER CITY STD 200-L OR 201-L AS OCCURS. REMOVAL NOTES ~ SAWCUT AND REMOVE AC PAVING TO LIMITS SHOWN. ~ REMOVE EXISTING AC AND PCC SIDEWALK. @-REMOVE PCC CURB PER PLAN HEREON. ~ REMOVE PCC CURB AND GUTTER PER PLAN HEREON. ~ REMOVE TREE. - "'---· REMOVE AND REPLACE METAL GUARD POST. ~ REMOVE METAL GUARD POST. 5-' ,,c,11 -------{.&.... ,r;;;::- ~!si i~ ~ I;; ~ K~ ~ ' 'l:i , ... , ·~ I • \tJ.~ ,\ll ' ! I ' I ' --- . lfflll· l'.ml'J • :t.; \j ~ k: 1-\ '\ I . K \9 I I ' 7 \; ~ Tt?,P t:JF " ~ 1\-Ct'//?8 ~ N " ' 7,.5(} ~CAI.E'. #tJR/Z: /'': 2tJ' VERT: I"= 2' . I ., I\ \; ~ \i I\( '( ~ ~ ~- ~-~ I\'. ~ ~ ' ' !3 ' ~ '<'\ G;.\ - /Jr_p{J I ,i I ' 1, I j' i I i,; I ' I' I l; 6. I I I I 5,7 I ' I I ' • f -- ----------,5-, 4-£-- 6. I ---.£=!!>~ -------- ,...__ j ' I ~ It'( ~ ,, I ,'.'"",Y,Pc :4 ¥ .P.C.C-_ CU,;f',6 ---f....C.ll7'reR I I • f __ ½i!' /",=R_FPOT:.---· -Z,$.57"/#6-• ,,f'CJAt7 ,l?,fl/,{"A/E.!VT -··,-.·-:·-,-;:·- It.:=-ll ··, -;,.-::•'·•;,· .. -; ~--" ~ ' '-l ~ ~ ~ ~ \Si ~ .EAIPCUT ef REMtf?VE E.Y/.GT/NG .P'Al/EM'EA/T ?f'Z:PZ.AcE·-~·.rcr/OM W/Th' A.C. --/tJ . -5 ' {f.iif!t.C# .!£ SECTION A-A NO SCALE , , ----GA/1/Ct/T ,r fi',DWtJVE E,K%ST/HG PA//CVEA/T l~--A'Et:'C?CATC.t7 HE7:4t:--- GUAR.P .Pi9.5T METAL GUARD POST DETAIL NO SCALE APPROVED NEWPORT CHANNEL BICYCLE BRIDGE ro 0, 1---1--4------------.----i PUBLIC WORKS DIRECTOR SIDEWALK IMPROVEMENT ~ ~·· R.e.NO.----• PLAN AND PROFILE 2 1-D-ATE--+-B-Y+----DE-SC-RIPTI-ON----+----fc;;"iEs~~~rri~~~~-=lFRoRAiit:"~. K~.==Jf----:-c,=rv=-=--OF=· :--:N:EW=:PO::RT:-:B::E::A:C::H7r°i:Hi-=-~5ill~I 5~-~s~ .., REVISIONS CHECKED DATE PUBLIC WORKS DEPARTMENT SHEET 4 OF 8 B.A.K. 3-.87 Cl I ~I ~; '2 I c:... ,,-:_ GJ z C ::::. 0 JJ ~ z G) 1-0L= II z '-4- I II ,~,._,(/ 1-0 , . 7/;, '///, ~ I I I I I I I I I I I . ----"-'1 -~- --- !J..U] 0 '-DllJ I . t ~ \U ~ \It 0, i:r ~ I ~ -UI ~ --~ I -1------------+--· . -~~t -. _l ti\ JI l l ,( ct fl') -ti !il-<1:. \--* --N I II ~ 13'" 1-~ C..L..!Z--I i;-~~/: -U\ I --r--<F-- /,// / .L ----- ------j. l -----. . ' , i i "' I I "'0 nj nj 11 ' --5;?,c; !J«1~l'II<-*s~6 PL-A"TE. SE-T 0(-1. - Flc'e-ES: H LY P L-AC-~'P PAC> 1¥, LEaVJ::LE-P _ blZ-OUT - f.3\ZCt;:,,G,~ SUP.PLLSf= -,---c, V6-Flr'"{ J>!ME:-NSI0N:,;. Bf2.I p-6,,t:,; BAS-E.. -PLATE'.. S-HA L-L-f-lAv-E-~--rP. ~OJ..INC> OVE.\2-S:(2'.-EP -HC>I..£5 FO~ A'N~-BOLTS-, ~o-r SLOTTE."P. T--< P. <? AB u-r 1v1 E 1--1-,.;:; O't-1-L--( - S1 LY ABUTMENT PLAN SCALE, 1/2"=1 '-o" P'"L-A<::'.G F--.~ SOT" 'i S!DES. A$AfNS,.-- U t-l D' I 5,U f2.S~ C::,-,..;/A_Tl-112-AL- ~OIL 012-C.OMPAC--T"ED F!i--L PE=f2---S.oJI-..;; l=:cN~~- "'ti) ~ \) "=' -::If 4---r 4 B ~t_ll PC? <SLOP£ PA"-"INGr -bE==:G <;;HT. 2-Fot<:'.- L-l Ml TS , -_ ~~C..Ot--,'\ME'NDAT"I0N~ _ E:G--S'PAC'EO <;--r-~L t'IZ u SS e,12 lDGE=o ' SECT ION SCALE' I/2"=I'-o" 1 2 SECTION~ SCALE,(/2"=1'-0" \.:.._,,) -,-..,-p. ,j\-& v:i:12--r -~12.-gINt=: -Ec'l<'.-TEfJP ,o_ Toi" OF END Y--/ALL. =/1'4' I :;,-,Le=<; @--EA. H01Zlz.. 5-Af2.. PREPARED BY: WILLDAN ASSOCIATES 290 S. ANAHEIM BLVD. ANAHEIM, CALIF. 92805 (213) 924-1631 (714) 774-5740 HENRY M. FEILEN RCE 29153 1. 2. 3. 4. 5. 8. 9. GENERAL STRUCTURAL NOTES BRIDGE DESIGN BASED ON AASHTO STANDARD SPECIFICATIONS FOR HIGHWAY BRIDGES (1983). CONTRACTOR SHALL PROVIDE COMPLETE STRUCTURAL DESIGN CALCULATIONS AND DRAWINGS FOR THE PREFABRICATED STEEL BRIDGE FOR BOTH THE PRESENTLY PROPOSED INSTAL- LATION AND THE FUTURE INSTALLATION WITH CONCRETE DECK. THESE SHALL BE REVIEWED AND STAMPED BY A PRO- FESSIONAL CIVIL ENGINEER CURRENTLY REGISTERED IN THE STATE OF CALIFORNIA. CONTRACTOR SHALL PROVIDE INFORMATION ON BRIDGE SUP- PORT REACTIONS AND BRIDGE/FOUNDATION INTERFACE DI- MENSIONS TO CITY FOR REVIEW AND APPROVAL. STRUCTURAL STEEL SHALL BE HIGH STRENGTH, LOW ALLOY, ATMOSPHERIC CORROSION RESISTANT ASTM A606,A 84 7, ASTM A588, OR ASTM A242. THICKNESS OF WALLS OF ALL TUBULAR SECTIONS OR SECTIONS BUil T UP TO FORM BOX OR CIRCULAR SHAPED PRIMARY MEMBERS WHOSE INTERIOR SURFACES WILL BE INACCESSIBLE AFTER ERECTION SHALL INCLUDE A CORROSION ALLOWANCE OF .0625 INCHES OVER THAT REQUIRED FOR DE- SIGN STRESSES. SECONDARY MEMBERS SHALL BE 10 GA. MINI- MUM THICKNESS. ALL WELDING SHALL BE DONE WITH _EBO ELECTRODES WITH THE SAME WEATHERING CHARACTERISTICS AS THE STEEL BASE METAL. LIVE LOAD WIND LOAD SEISMIC LOAD SOILS 85 PSF PEDESTRIAN LOAD. NO VEHICLE LOAD. 100 MPH APPLIED PER AASHTO 3. 15. EQUIVALENT STATIC FORCE METHOD DEAD LOAD X ARS/Z PER CAL TRANS 3.21 ARS/Z = .30 PER SOILS INVESTIGATION BY MOORE & TABER. ALLOWABLE STRESSES: STRUCTURAL STEEL Fy = 50 ksi REINFORCED CONCRETE TIMBER PILES STRUCTURAL LUMBER CLASS 560-C-3250 WORKING STRESS DESIGN fb = 3250 psi fc = 1300 psi Fy = 60000 psi fs = 24000 psi n = 8.9 ASTM D25-73 PRESSURE TREATED PER AWPA C3 ____ E= ISQOO_Q_O_psj. ___ ~ ____ _ Fe PARALLEL TO GRAIN = 1200psi Fb BENDING = 2400 psi NO. 1 DOUGLAS FIR PRESSURE TREATED. GRADING SHALL CONFORM TO WEST COAST LUMBER INSPECTION BUREAU STANDARDS. Fb BENDING = 1500 psi Fv SHEAR = 95 psi FCL COMPRESSION PERPENDICULAR TO GRAIN = 625 psi - E MODULUS OF ELASTICITY = 1.8 x 106 psi ANCHOR BOLTS SHALL BE AST M A325 DIPPED GALVANIZED. TYPE 3 HOT- APPROVED NEWPORT CHANNEL BICYCLE BRIDGE 1---1--+------------i----i PUBLIC WORKS DIRECTOR S1LY ABUTMENT PLAN DETAILS AND GEN. NOTES CATE BY DESCRIPTION REVISIONS DESIGNED APP'D. H.F. CHECKED H.F. R.E. N,u-~ __ _ DRAWN N.O. DATE 3-87 CITY OF NEWPORT BEACH H -5115 -5 PUBLIC WORKS DEPARTMENT SHEET 5 OF 8 l ' " , . I I I I I i ' ' : •. I I ' I I ! I : ' ' I I - - I -\ I \ ' I, ii I (1 ,_ . ' ' ,, ! I' 1' I I "' - a:, . -,.. -- "' - z I ~ I - ~ z _n n ~ 7 D 7 z ,, . - " ' > z l 0 r 0 n 0 0 ~ 2 0 z - 7 < ,. _n n > C ' 0 • z > -' "O > "' ;;; 5 ,, n e 0 co 0 TI M 0 • co C ~ ' ' u \ \ L. C ~ [D m JJ D JJ ~ s L C,J z C s; [D m JJ i ! 0 JJ ~ z r. LOL..---.-1 ,;; . (,_. _,,. Aisu-r. b'S0 sz. 10111 Pl u;s--- c,;,1LY ABUT 13cNT~ I ~l=NT,r~-- .,1,._,.A!!iL:rI_ I ~- SE'ECl£160 TIP-"GL.GV. . fVI 1N. gs c;i:i;:, z::~~u.., F~.:iu De..-lGIJ )s:12:b -. AT -.-Cf' A-r Su,, ~/PS - ----~3~ 'FT -Z.5 ,, 3&,, 4-4-. -2-X-FT 2S" Z-3 --- -7 pTC;>-:t,A,-rE.e..e;;D~ PILES:. • z:··s:: It -12! ~--\'.?.F,@Vts.12--r. f'! I-ta.,;;. -z '7 II -'" c) w(-le12::i;;. No su-r, 0~ TIP Cll2C:::UMF!S~-=NC~ ,~ C;,l\t'E'N I PIL..E MA'< BE OF S-,p Tl'\.~j,:'.. PE~ ASTM Dzs. ·z.) -&.rTT CI f2GLJM FE:. l.'2 c:.NC. ~ 12:e G.' I> ! ~ AT )3"0T-C-0M DI= CON Cf2.ETE CAP. -. • I II :z..so -0 i---LOL. N'L'-< AguT. FOUNDATION PLAN SCALE, I"= 20' LOL = LA--,'OUT LINE [ 3 1 -G,11 -------------------'c...._-=--------------i B/2-G.-.fe--56'.T ON F12-E<$.HL.'-f PLAC.E-P ~i;:2-DUT .PAP ~ L.,E.VSLE.P l?.!a> F"-I DG, E S.PAC-IN, G:r I , I I I f =~ _, "'IO * "'..n -"'-..!i ~ ANCHO(Z CT-f"P:) i: ~ \JI -() :;;t bl ~ _, f "-t N ~' ~ 1--~ ('\ I ~ ~ tP BDL-"< ~ BA: TEl<..-e:D I / II •1111 3-~ ,1-G,, /-, I+)-V!=-lZTlCAL Pl!-\:=. ,_ I I -r-~---''<'2-AC-E-OP 8>1'2-I C7 6, E. -----~ I Af>D-.JE * 13,IZ-lt==>Grl=' SUPPL-ti;;..~ To vi;;.~lFY l>IM"=NS 101--J 'S. 6,12--(DGrf==. 6>A~ i:k... <;;;HAL-L. t-lAVE ~,v. RoUNl> OVE-IZ-<Slz.E.P HOL.-c.<;;. FC.'2=-Af--l?,. E.OL-TS I NOT SL-OTTE.D- N IL Y ABUTMENT PLAN _SCALE• 1/2"=1'-0" FIN--... -G,f<.0 7/e,11 ¢ A. §:.. w/ PBL-NUT-,,;; vy AS H E.E<:. • (7-°tF':5"' 131-Z:1 ' A II 3 -...,..- SECT ION SCALE• 3/4"•1'-d T"f'!.f.-1.;;. s;. 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I I SECTION SCALE• 3/4"•1'-d' APPROVED NEWPORT! CHANNEL BICYCLE BRIDGE :;; ¢ BRIDGE FOUNDATION PLAN, "' DA•"--------1-·----SECTION AND DETAILS !; PUBLIC WORKS DIRECTOR R.E. N0•----1 l---l---l--------------t-----t-=:DES=1G::-.:NED::::--.:::DRA=wN:;----1t-------------,--H---5-1-1 5-. -s--, I-DA_n:_i__ev--1 ____ DES_c_R1_PT_ioN ____ ..L_AP_P'D_.-t;;;;;.;;;;;s.~w.c::.s,_. -t.=""'N.,..,.o=--. --I CITY Of NEWPORT BEACH CHECKED DATE PUBLIC WORKS DEPARTMENT H.F. 3-87 REVISIONS SHEET 6 OF 8 :,: c_ C / ~ c;J ::7 ..u ~----- \ ' \ 7 0 C, _, ...J I I I i I --.L.-J -fF I • • I II (3-0 ( BENT NO. I PLAN • • -C) 'if' 51_ --,,...___ _ l / 1~ • .--l--,---,-------...--,-----...-...i....b---:.---..,----:.--1,----.-.---.,---.,---,,.,----r+1 wr ii I • • N 0 --!-I ~ - SGG g.ENT f-10. l Pt-AN #5 c? "'I II 1f2.AN'6-Y. 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FE-- -\) -1 ..... l'--4-_--,: 1 :?- -c:R.o~,; 6-0l.: .f'.' <P _ -:[;_ Pl 14-BoL-tS r--<P IP 8Nc::>~ ' ~1"!21' ,A -307 GAt.-V fvl-~- T---tv. i I I I I I -b,...J -"f/=$".-ALL -.J,..J2..oO-~P - • 6, -*s ----13.R-AC.rNG-\.. ~~...J..._ ___ __L_-1---J-__ ---l---~-+---'--------':-----'p,..it.--, filt ,,.~ ~ I I I SECTION SCALE• 1/2"= I '-o" __ _ E LE V.A T IO N -i::.. ON Gr ft- P'Rt;:;<;<;, U g~ Tl2-.::;A"TED Tt M f:=.~tc=- PlL-~) 1--(P. ( 'Z--# s ----tf;, 4 --rl2-A Isl'(-✓. r1'1 TiEe ~OD W/POUBL...E -NUT~ WAS-HE:e , BoTH f;NDS PL fl.' N -h ;;..-#-s- 1-0N& JT. --- - _ .'. REI NF PLAN AT BOT FACE 6 SCA LE• 3/8"=1'-o" ANC.Hof'!. _A,S<:;1=,M e, '-Y ·TyP 4-6 )< 3Y~,. % ==N\_f,____A_L_-l!!!!!!!:· !!!:. ~-_J A :_~ ir;;¼-~-i--- --____E_L_E_VA Tl O N 1-(f' "'I ~! I -----<-'.__/---I I 3,,(, .'If- '2-BoL-T~ -- 16> l!-4'- P-< L-1=:,-;: i ! =:(I- ~('{\ ~~\ SECT ION A-A I \ ' BENT NO. 2 ELEVATION , SCALE•l/2"=1'-o" PREPARED BY: WILLDAN ASSOCIATES DETAU ... -C-'-(P' isDTH ~tPE-CS oF l:,,Jalt:'~E;:. [NSTAL.L TIE 12-01>$ -t7U~tNGr E-,A!Z-LY Mo!2'N(I..JG, HOUIZ-~ 11./Ht..N -i-1-<u..;,;.1=> Af':E'.. COLO. E70TTOLV\ NUT "Tb ~~ FlN<fu8JZ -TlGrHT p-1,..u.;:. 1/2-TUl2-N,--roP NUT W!2-EN.C-H -TlGHT. ANCHOR ASSEMBLY 290 S. ANAHEIM BLVD. ANAHEIM, CAL!F. 92805 I 0(1 ":=,- c.ot--1..:::. .---- 6-ENT C:A-F '3 _-#-4 ___ _,,., VEl<'.-t -E=-,A _ E'ND APPROVED j II JI r--t--, I i I l J ,/ / ,' ! SECTION -scALE,3/4"=1'-o" PUBLIC WORKS DIRECTOR R.E. N□•-~-~-~--~- n I I • I /11 Cf+AJV!F"E?'.--ry (7 ....---:1::=::::J----J ~ ~ I ~~E$~U~~ -,-!Z-"EA~D ""ll N'1 B-El2-P[C-E.-.;- NEWPORT CHANNEL BI.G'l'CLE BRIDGE BENT Pl-ANS AND DETAILS "' "' st DB~G DETAIL_AI B_ENTS SCALE' I 1/2"=1'-o" 8 (213) 924-1631 (714) 774-5740 "' l--!--!-------------l----J;.DA;T~~=r,;;;~~==1------------,--:-:--::::-:--:--::--:---I :'.; APP'D. OESIG:~. DRAW~-0. CITY OF NEWPORT BEACH H-SI I 5 - S DATE BY DESCRIPTION SCALE, I"= 1'-0" CHECKED DATE PUBLIC WORKS DEPART-MENT SHEET 7 OF 8 H.F. 3-87 -HENRY M. 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FEILEN RCE 29153 DATE BY DESCRIPTION REVISIONS • ") -· ' • . I.S l'\I " " "l ' E ,YI.ST S/H/ \\ \ Sec @\--... __ FtlRJtl/'e NOT SHOWN_ APPROVED --- 4' I --- PUBLIC WORKS DIRECTOR R.E. NO DA APP'0. DESIGNED H.F. DRAWN G.K. CHECKED DATE H.F. 3-87 --VERT-P0.5TS @NAY. 8' tlC NEW ?CC .5Lt7r'E PAVING FTG @_ _ EA. r'0.57. l-----t.. OL. FACGC OF ;T/A4Be/Z i!J/i? Co NC Q t:.,J:: vV R ~C.. NEWPORT CHANNEL BICYCLE BRIDGE BRIO.GE LIGHTING AND MISCELLANEOUS DETAILS CITY OF NEWPORT BEACH H-5115-S PUBLIC WORKS DEPARTMENT SHEET 8 OF 8 "' ro st -"' z -, I I i n ~ ~ z ;--;, n ;.:: cc 0 r 0 r, 0 :;:; TI s z T 0 5 " 0 8 ~ 5 "3 ,., C, ~ $ .,; ::-l C 0 C -c, \ LJ z C < OJ m --' I \ I 0 JJ -;-.. ~ z GJ