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HomeMy WebLinkAboutDWG 458-6; 5006; MAERKLE RESERVOIR ACCESS BRIDGE REPLACEMENT; 01-088 .... t i I I i I I a, ~I ;i Ii CITY OF' OCEANSIDE PROJECT t.OCATION HIGHWAY 711 PACIFIC _ OCEAN CITY OF ENCINITAS . VICINITY MAP NO SCALE PROJECT LOCATION LOCATION MAP NO SCALE I j I ITY OF AN MARCOS CONSTRUCTION PLANS FOR (PROJECT No. 5006) CARLSBAD MUNICIPAL WATER DISTRICT CARLSBAD, CALIFORNIA BOARD OF DIRECTORS CLAUDE A. "BUD" LEWIS -PRESIDENT MATT HALL -VICE PRESIDENT ANN J. KULCHIN DIRECTOR MARK PACKARD DIRECTOR JULIE NYGAARD DIRECTOR LISA HILDABRAND CITY MANAGER GLENN PRUIM PUBLIC WORKS DIRECTOR JUNE 2008 DRAWING INDEX DWG. SHEET DESCRIPTION No. No. T-1 1 TITLE SHEET G-1 2 GENERAL NOTES 0-1 3 BRIDGE DEMOLITION PLAN S-1 4 BRIDGE PLAN S-2 5 EXISTING SUBSTRUC11JRE PLAN S-3 a BRIDGE STRUC11JRAL SECTIONS S-4 7 BRIDGE STRUC11JRAL DETAILS S-5 a STRUC11JRAL NOTES AND DETAILS REFERENCE DRAWING CARLSBAD MUNICJPAL WATER DISTRICT DWG. NO, 5241D-6 "AS -BUil T" ~ ~-IV 5,,,,1,/0 P.E.ti.117, E:XP,•lf•LL DATE "\VATER DISTRICT 8 l-----+---+--------------+----l----4---~--I I SH1EET I CARLSBAD MUNICIPAL I SHEETS I 1-----+---+--------------+----l----+--~--t IMPROVEMENT PLANS FOR: MAERKLE RESERVOIR ACCESS BRIDGE REPI.ACEMENT Q-5$1 . 9tri:/u1d. %(17 rt. ri£¥,c1izh I :!l r_p e,,;, <t' _I • _ .. -=--=. PLUMMER TITLE SHEET !:§_~ eJ:7<'i,au✓:,,m./(k-R,J/.u,..-,&i--,~ R.N~~1825 1-----+---+-----------'------+----l----+-----'~--I ~~ ,-..L.L~-c;;;.::~"""'1"'1...---~-:L~ •08 ~ ::i .,,.,,,, 9il;l!f 9i!""' ..,.. •-so-a 1-----+---+--------------+----l----+-----'~--I ~D~EP~UT~Y~Cl:::::TY::::E:;;NG;::IN::::EE~R;::::::::::PE:::::::2:::81:::::78::::::::::t=:XP::::':IRE:::S:::::3:=3:=1 ~1 O:=:::::D:::::A TE::::::~ d; ~ .:t;4,{:::;;;t;.,;fef>:~:::,.,~Ja< DATE INITIAL DWN SY: ,IN I PROJECT NO. I DRAWING _NO. r 1--0A_TE~_IN_ITIA_L--+-D_ATE_~I_NIT_IA__,L CHKD SY: RI 8' i~ ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: '--· ___ 5_0_0_6 __ _,.__45_8_-_6__, ---~------------~----------------------~~;;;;;;;;;~;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;:;;;;;;;;;;;~;;;;;;;;;;;;;;;;;;:;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;~;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;J . -,--,------.,--- i I I ' I I . I 03\709 \ . --~- I· I .l I i' "! -! a. ·i ! Ii § l-1¥ • f • l "' I ~, ~I ~i t o->-cl 5- I~ ~"' ~:'.! f 1 . · Ii:! ~3 ii I I I ,, --------------··· ···-·-·--------,-T----··------' -~--'' _I '.!, __ ,_. ____ , ----------+-, ---- GENERAL NOTES 1. NO R~VISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE APPROPRIATE SHEET OF' THE Pl.ANS AND TITLE SHEET. 2. THE ORIGINAL DRAWINGS SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF' THE WORK BY THE CITY. 3. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO TH!,: PROJECT SITE AT ALL TIMES DURING CONSTRUCTION. 4. A PRECONSTRUCTION MEETING SHALL BE HELO AT THE SITE PRIOR TO THE BEGINNING OF WORK AND SHALL BE ATTENDED BY ALI. REPRESENTATIVES RESPONSIBLE FOR CONSTRUCTION, INSPECTION, SUPERVISION, TESTING AND ALL OTHER ASPECTS OF THE WORK. THE MEETING WILL BE SCHEDULED BY THE CITY INSPECTOR. 5. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN Al,.L SAFETY DEVICES, INCLUDING SHORING, ANO SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY ANO HEALlH STANqARDS, LAWS AND REGULATIONS. 6. THE CQNTRACTOR SHALL CONFORM TO LABOR CODE SECTION .6705 SY SUBMlfllNG A DETAILED PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING THE DESIGN OF SHORING, BRACING, SLOPE OR OTHER PROVISIONS TO BE MADE FOR WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE EXCAVATION Of SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION THEREIN. THIS PLAN MUST ElE PREPI\RED FOR ALL TRENCHES FIVE; FEET (5') OR MORE IN DEPTH AND APPROVED SY THE CITY ENGINEER _AND/OR CONCERNED AGENCY PRIOR TO EXCAYATION. IF' THE PLAN VARIES FROM ]iE SHORING SYSTEM STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS, Tl TLE 8 CALIFORNIA ADMINISTRATIVE CODE, THE PLAN SHALL BE PREPARED BY A REGISTERED ENGINEER AT THE CONTRACTOR'S EXPENSE, A COPY OF THE OSHA EXCAVATION PERMIT MUST Bl£ SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION. 7. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WOR}S ZONE DURING CONSTRUCTION, OPERATIONS WILL CEASE IMMEDIATELY, AND THE CONTRACTOR WILL NOTIFY TI-ll;: CITY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL THE CONTRACTOR HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY ENGINEER TO DO SO. 8. ALL OFF"-SITE HAUL ROUTES SHALL BE SUBMITTED BY ]iE CONTRACTOR TO ]jE ClTY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF" WORK. THE'. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUTE OR ADJACENT STREE_Ts. 9. NO BL.ASTING SHALL BE COMMENCED WITHOUT A CITY ENGINEER APPROVED BLASTING PROGRAM AND BLASTING PERMIT. 10. ATTENTION IS CALLED TO THE POSSIBLE EXISTENCE OF UTILITY FACILITIES OR STRUCTURES NOT SHOWN OR IN A LOCATION DIFFERENT FROM THAT SHOW!'! ON THE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWIN ON THE PLANS AND ANY OTHER EXISTING FACILITIES OR STRUCTURES NOT SHOWIN. 11. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES (ABOVEGROUND AND UNDERGROUND) WITHIN THE PROJECT SITE SUFFICIENTLY AHEAD OF' THE CONSTRUCTION TO PERMIT THE REVISIONS Of THE CONSTRUCTION PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED WORK. 12. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE 13. BELOW) AT LEAST TWO FULL WORKING DAYS PRIOR TO STARTING CONSTRUCTION NEAR THEIR FACILITIES AND SHALL COORDINATE WORK WITH A COMPANY REPRESENTATIVE. UNDERGROUND SERVICE ALERT SDG&! PACIFlp BELL TIME WARNER CABLE COX COMMUNICATIONS CITY OF CARLSBAD (STREETS AND STORM DRAIN) "CITY _OF CARLSBAD (SEWER, WATER & RECLAIMED WATER) *SAN PIEGUITO WATER DISTRICT "LEUCADIA WASTEWATER DISTRICT *VALLECITOS WATER DISTRICT *OLIVENHAIN WATER DISTRICT •BUENA SANITATION DISTRICT . •A, I\PPROPRIA 1' (800)422-4133 {800)660-7343 (800)892-0123 (760)438-7741 {760)800-9809 (760)434-2980 (760)438-2722 (760)63J-2650 (760)75J-0155 (760)744-0460 (760)753-6466 (760)726-1340 ACCESS TO THE SITE WILL BE FROM APPLEWOOD LANE IN VISTA VIA THE CARLSBAD MUNICIPAL WATER DISTRICT ACCESS GATE (SEE LOCATION MAP ~ SHEIT1~ . "DECLARATION OF RESPONSIBLE CHARGE" I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION_ 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN 1$ CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK Of PROJECT DRAWINGS AND SPECIFICATION BY THI£ CITY OF' CARLS.BAD DOES NOT RELIEVE ME AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN • FIRM: • RICHARD BRADY & ASSOCIATES ADDRESS: 3710 RUFFIN RD. CITY, ST.: SAN DIEGO, CA 92123 TELEPHONE: (858) 496-0500 SY: R. L. BIGGERS DA TE: 15 JUNE 2008 (NAME Of ENGINEER) R.C.E. NO.: 18330 -~~--------- REGISTRATION EXPIRATION DA lE: 30 JUNE 2009 i I ------------------------- DESIGN CRITERIA DESIGN: AASHTO STANDARD SPECIFICATIONS FOR HIGHWAY BRIDGES. 171H EDITION-2002 CALIFORNIA BUILDING CODE, 2007 EDITION LIVE LOADING: HS 2D-44 . ---------------------------------------------------------------- Q-1 REVI E)IED 1B~ A .I , •• -j/f f'.Jlh~ • q/tt/llJ l~SI ECTOR DA TE I SH2EET I CARLSBAD MUNICIPAL I SHEETS.I 1---+------1f-------------+---+--+--+---1 WATER DISTRICT 8 l-----l--+-----------------11----+--l----+---l IMPROVEMENT PLANS FOR: MAERKLE RESERVOIR ACCESS BRIDGE R!;P!.ACEMENT GENERAL NOTES APP~ILLIAM ~L.YMMER A~ t:, ~,.,,,16 G~zt:.-08 1-----1---1-----------------1----l---1------l-----1 DEPUTY CITY ENGINEER PE 28176 EXPIRES 3/31/10 DATE DATE INITIAL DATE INITIAL DWN BY: IN I PROJECT NO. I DRAWING NO. t---~---+--~~-• CRHVKWIDD BBYY:. RIB 5006 458-6 OTHER APPROVAL CITY APPROVAL DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION .I [r ' .. .. I C, . ; ~-~ G') ~ .i:- I 00 ~ ' I a, I 'llih·m11 • EZ] l ~ i' 11 -! m f ~ Iii I ;t " f f a ::II I all .., I ~,. - ;I ~ I ;§~ 'a~ "-0 a- 'I ~:i } .. ,i:1 i ,i,! 0~ '. PIER 16'-1":t 15'-5":I: 15'-J":I: fT;l 17-;:1 r:7J _. .J' _. _,, ✓ ✓ ✓ ; ,'' ,-,I' F I' ,' ,-· ✓ / ,-,-/ ,., ,/ ,, / _. / ✓' ✓ ,/ I I' _., ,I / ,-' _., ,' ,/ ,/ ,I ; ,/ /' / ,/ ✓ ,I / /' /' / / ,/ ,/ / ,/ ,/ / / /' /' / ,/ ,/ / / ,/ ,-• / ,/ ,/ / / /' /' ,' /' /' ,..• / ,/ /' .• /" ,..,, /,. /' /' ,,, .. /"_,./ ,.., ,/ ,/ ,/_/" /./ ,,/ /'_/,/ / .. _,./ ,/ ,.. .. ,.. .. ,,/ ,/ ,.. .. ,./_,/ ,,. .. ,/ ,/ ,.., },/ ,./ ,./ ,.. .. /( ,/ ,/ ,/ ,/ ,,/ ,/ ,/ ,/ ,,. .. / / .. ,./ ,/ ,/ .,/ ,,/ ,/ ,/ ,/ ,,, .. ,/ ,.. .. ,..,, ,/ / ,,/ ,..✓ ,.-'' ,/ ,,/ // / ,./ ,/ ,.. .. ,/ /" ,/ ,/ ,/ ,/ ,/ ,/ ,/ ,/ ,/./ / ,.. .. ,/,.. .. / _./ ,.. .. ,.. .. / .. .,/ ,.. .. ,..,,> .. ,.. .. ,,/f//" ,.. .. /"/" ,.,,,,.. .. ,.. .. / .. ,,/ ,,// .. /",/ ,./ ,/,,(,/ ,.. .. ,.,.. ,,/ ,,//',./,.... ,.. .. ,.,.. ,..,. ,,//'., I / ,✓ /0 / I / ,' / ,, / ,,--✓ I /1 ; ✓ ,,• / ✓-,/ / I / / /' J' ,-✓ ,1' ✓ / ., , ./ , ✓ ✓ / / , / ./ / ✓ 6 X 14 $~RINGER, TYP. j SEE NOTE 2 "-",I ,' / , ,I ,' f / I ,' ✓ ,-,I/ ,, / ,' f ,-✓ ,' ,-✓\✓ / ✓ I' ,' , ✓ _. _. ✓ I _. / / , , / ,• ,, ,, ,,. / ,, .. ,,. / , / ,I ,, / ,,.. / / ,· ,''\,' ,. / / / / ,I / / / / ,. / / 4_4 X 8 POST, TYP. IL.4 \_3 X 12 ,_,.. DECK PLANK,TYP. ITEMS TO BE REMOVED (PRoi~~c~NEf il6Q i I I I I ' 16'-3":t "XISTING BRIDGE PLAN SCALE 3/8" a 1•-0• ~ PIER I ! r4, X 8 HANDRAIL EXISTING BRIDGE ELEVATION SCALI 3/8" = 1•-0• 16'-1":I: 15•-3•:1: ' ,---4 X 8 POST @ 5'-5":I: O.C., TYP. {'/J ITEMS TO BE REMOVED CONCRETE ABUTMENT (PROTECT IN PLACE), TYP. 3 X 12 DECK PLANK, TYP. 6?(:,l~e",t.{?:, l./,IU/ 'if:;,t.l),4,ru,l,i0,,,. J'/YC~~(jgw,1 --~ .%, ·~.P"' tf:;t';,.~ .r'J??fJ . h~-'-£,,f../~('Ja:' zci;f,£./.tf',;,:'J(,if , , , , 3 X 12 DECK PLANKS, TYP. \ 3 X 8 / BLOCKING, TYP.----' 4 X B 130l TED f7 r,: HANDRAIL, TYP. ----tt:,:; 6 X 14 STRINGER, TYP. SEE NOTE 2 - ,' ,' - ITEMS TO BE REMOVED EXISTING BRIDGE SECTION SCALE 1/2" = 1'-0" NOTES: 1. 2. 3. INITIAL ENGINEER Of WORK ALL INDICATED DIMENSIONS SHALL BE FIELD VERIFIED. CONTRACTOR SHALL NOT DAMAGE STRINGERS. AFTER REMOVAL, CONTRACTOR SHALL STACK STRINGERS ON SITE AT A LOCATION TO BE DETERMINED BY TI-IE SITE REPRESENTATIVE. CARLSBAD MUNICIPAL WATER DISTRICT WILL RETAIN CUSTODY OF TI-IE STRINGERS. CONTRACTOR SHALL PROPERLY DISPOSE OF All 011-JER DEMOLITION DEBRIS AT A LEGAL AND APPROVED DISPOSAL SITE. DAT!: INITIAL REVISION DESCRIPTION OTHER APPROVAL INITIAL CITY APPROVAL 0-1 "AS BUil T" ~~ d?:•12~ 5-3 ,/4 P.tc tfl7', EXP ,,,fr/Z.. DATE ~!PECTOR CARLSBAD WATER MUNICIPAL DISTRICT DATE I SH~ETS I IMPROVEMENT PLANS FOR: MAERKLE RESERVOIR ACCESS BRIDGE REPLACEMENf BRIDGE DEMOLITION PLAN APPR. )VED: WILLJ,A~,:..._r-,_UMMER ~~ JJ ....... ~ • ~ ~ ~:itl!!.l!:21!:::L,.. ____ _ DEPUT CITY ENGINEER PE 28176 EXPIRES 3/31 /10 OWN BY: CHKD BY: RVWD BY: ,IN PROJECT NO • 5006 I DRAWING NO. . 458-6 r r • co I · ... ~ " .t. '. I -------------- • PIER 16'-3' :l: 16'-1":l: 15'-3":l: .... I I I ( 11 I • I • • 11 0 0 0 0 11 0 0 I 0 I I I • I I I 11 I ~ ' ' I • ' I I I I I tcoNqRETE TOPPING I I !l I (4" MAX., 3 1/2" MIN.] I I I I rc,,STI,C .0, m>l I • I 0 SLOPE I SLOPE I --1--t - - ---- - ---------·--- --. ------··-···· . -· ------- "' ~ 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 II . . II I I I 11 I I 11 I 0 0 • • • l J • • a • • • I II II I ~ NOTE: ALL INDICATED DIMENSIONS SHALL BE FIELD VERIFIED BEFORE ANY MATERIALS ARE ORDERED BRIDGE PLAN SCALE : 3/B' a 1'-0' l;=;:======:11::= =l:==11 ===:l~I ======:11:=======:II;:== ====:l:==I =====;l;::=I ======;l;=:I =:11 \EXISTING I A.C. ---r-ct----------~----~---~-----------~-----------~-----------------+.,...,---'-------1 'i-F==========r===========~F=====================u/ I I 11\. )J I IL~ -...JI ~ -L EAXBIUSTMTINEGNTCONCRETE L ___ j ../ ___ J EAXBIUSTMTINEGNTCONCRETE EXISTING CONCRETE PIER___,.....- BRIDGE ELEVATION (EAST FACE) SCALE : J/a" a 1'-o" . e;f;;,,/4,d. 61l?rt,(p d, r$t1oe14/4, 'k' (fl C""';:,-f"lr«ui:, m1/ l:.4w;;l'tt✓,,c✓lf1• J,.'l(I ~~ u,.,,..,, • s:e"" .5t-,,. tt:,-;t: _,,. 9f'/i:J' . ~_.t'.-&:;-,r. ,1%; ,,....fM .:'JI;, J~ ¥% ("JY'J i I 1•-4• 12·-o· e· ,. • SYMM. @ l 0 I I CONCRETE ;,, TOPPING I I • 1/2" SLOPE 1/2" SLOPE ~ ~ lJ u 0) 12" PRECAST PRESTRESSED PLANK, TYP. BRIDGE SECTION SCALE : 1/2" a 1'-0" DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL GALV, 1 1 /2" SCHEDULE 40 STEEL PIPE GUARDRAIL 'I--I . ~ s-1 "AS -BUil T" ~--A.7~· 5',:, --✓4 . P.E. 'Z.e/."J.& EXP. 3,•~[!l,I. DATE R:t;D BY';]. t1 ~-• 1/0-1/111 lf-iSPECTOR . • DATE I SH:ET I CARLSBAD MUNICIPAL I SH~TS I WATER DISTRICT IMPROVEMENT PLANS f'OR: MAERKLE RESERVOIR ACCESS BRIDGE Rl;PI..ACEMENT BRIDGE PLAN APPROVED: W1LLIAM ~MER ,4{:V~ ~ ., -~ ,, __ "71!.-rJ. DEPUTY CITY ENGINEER PE 28176 EXPIRES 3/31/10 DATE: DWN BY: ,I~ I PROJECT NO • I DRAWING NO. CHKD BY: RI A 5006 RVWD BY: 458-6 I e"i ' 1 : .I i ' I I I .I . j ' • i ' f 'i ' r I. ! I 11 ; I ; I I• ' ' ' I I: '' I! i ; : I I I ,, l: 1: l i I r I I I I I j; ,, i " I ,. i1 . /: ' ' ····---·--· -· ··········--·----·---------.. ------- I -APPROXIMATE LOCATION OF EXISTING OVERHEAD ELEC1RICAL AND TELEPHONE LINES, (PROTECT IN PLACE). CONTRACTOR SHALL COORDINATE WITI-1 ELECTRIC AND TELECOMMUNICATION UTILITIES FOR ON-SITE SAFETY OUTAGE PERSONNEL DURING TI-IE PLACEMENT OF TI-IE DECK PLANKS ANO OTHER CONSTRUCTION ACTIVITIES THAT MAY INTERFERE WITI-1 1HE OVERHEAD UTILITIES. CONTRACTOR SHALL VERIFY ACTUAL LOCATION OF OVERHEAD LINES IN 1HE FIELD. EXISTING COCRETE ABUTMENT (PROTECT IN PLACE) 10• :, r-----... ' t'- \\ I 1'-~ /---------------~ I 1..____ EXISTING CONCRETE PIER (PROTECT IN PLACE) ~<--:r-1---\-__ \jL EXISTING SHOTCRETE LINED CHANNEL (PROTECT IN PLACE) I EXISTING SUBSTRUCTURE PLAN r------- I ' I" r------- ----EXISTING CHAIN LINK (PROTECT IN PLACE) EXISTING CONCRETE ABUTMENT (PROTECT IN PLACE) EXISTING CHAIN LINK GATE (PROTECT IN PLACE) - + \ ---------·-------------· ------ NOTES: 1. ALL INDICATED DIMENSIONS SHALL BE FIELD VERIFIED. 2. ANY FACILITIES NOT PART OF 1HE DEMOLITION PLAN THAT NEED TO BE REMOVED DURING CONSTRUCTION SHALL BE REPLACED IN EQUAL OR BETTER CONDITION. 3. CONTRACTOR SHALL TAKE STILL PHOTOGRAPHS TO DOCUMENT THE EXISTING CONDITION OF ANY FACILITIES THAT NEED TO BE MOVED OR REMOVED. "AS -8 U IL T" • ,:~ 1-l-AI P.E.Ut7& F:XP 5 .. ,,,,c- jsHEITl CARLSBAD MUNICIPAL I SHEETS I 1----+-----i--------------i-----i---;----;---"1 ~ WATER DISTRICT 8 1-----,f------+----------------1-------+--+-----+----i IMPROVEMENT PLANS FOR: MAERKLE RESERVOIR ACCESS BRIDGE REP!.ACEME;NT EXISTING SUBSTRUCTURE PLAN l' .ii I ' I' I ' j' ' i '' • I • : I mt1111 , riii . 031709 I 11 Ji I, . ' ,I '. : !I ,, ii ii ' ' ' 11 . II • ii ,· . II I -' ii ,, !1 • Ii , ,1 I' ii II ii I I ij . ,, I II I I ii i . I I : ii .• : " ' . 'I • ' l ,: _: I . !I - - I I · ... I : I :, '. " 11 ·. ' I 1! 11 ' I, I ' • i 11 : " ' I I , i i :: . ' ! I I ' i ' ii ' II I ' I .. ,1 : ' i I I ,I I 11 I I I . , " I ! • ' l ffi "' !, I ,r'i"'\ .._S-4) - 8" MIN. 9 EQ. SPACES = 29' a• TYP. 6'-0" TYP. _ PIER I I I I ! ' I I I I I I ;:::::::i:::============; ;:::-============~ r 1 ..1 ~ ---+-----------I ' I (---r~~JI'"-=~=~~l',,----~_lL ________ Jj __ r=:_:::...:+=-=~--------_J1f-,----t'----+1L-------t-_,lj_ __ -=-_____ _J_L-l------.-~ . ...,__-________ ,---~7 • .1 • I . . . -• • • • • --- I () • • .. . ·~ • • • • -. • • • . . ' . I • • •• • • • • • I J I () I • • • • • • • • • • • • • • • • -----------r EXISTING \ A.C., TYP. I I I I I .I\ I r;-"":f I I I : ·· ~ I L j ~ \ ) . -------- ! 11 - . -, 2 . S-4 ( I I I I A . • ; .. ·- I I rs , ;----__., ~'TYP. ,. 6" ., --~--t------1 I I I \ ) ________ ____,, -~ ~ I 1 -. I I j I~ I . '------ -- - - - -____,, ·~ I II I u I • • \ ) --,-- --"" 11'\ ~~ .--EXISTING SHOTCRETE, TYP. ----:;;"'I''-' EXISTING CONCRETE PIER ~---- BRIDGE LONGITUDINAL STRUCTURAL SECTION SCALE : 3/♦" = 1'-0" SYMM @ ~ I I '1 3 1/2" CONCRETE TOPPING I --- - - - - - - ---..... 4• CONCRETE ' TOPPING,\ 1/2" SLOPE ~( 1/2" SLOPE ] ,;-,~-~=ii~+"'=•' ,, c..:.... •. ,;f • - • ii,. . . . . . .... -., ..... -.. ! I- ' _________ __., J ,---GALV. 1 1 /2" SCHEDULE 40 STEEL PIPE GUARDRAIL I I I I· -.-•·, ~ II II u I I I I I -XISTING CONCRETE ) \ ABUTMENT, TY~ ---------- "AS -BUil T" BRIDGE STRUCTURAL SECTION SCALE : 3/♦" • 1' O" l--+--1------------7"'-7"'--.--.--i fsiiil'l CARLSBAD MUNICIPAL I SHEETS I l....LJ ViATER DISTRICT 8 i' i 'i.' ' i: 031709 ' . i I : I ! ' ._ I I·. I ! :i ' i i .: ' I l ; ti' .,, l i " .if I ii i .. f r 1 r: :a I 8~ §) Ii ;i 'I ,, Ii !I I, 11 ,, ' I! ' ,, '!: !I ,., .. --! " iJ -Ii ) I~ Ii ' 11 ,· ,· i:1 j! I i ,. I ' f~ I, ii Ii.! I' i: i~ 11 ' !, I' i'. ,1 ' i ,, ,, i ii Ii ' I~ ' I "" -------.. ----·------·· -~-. -·----·-'------____ ... ,_....J:._ __ , --~- CONT. JT. PER G~~-TYP. ------ EXISTING ABUllv1ENT ----... TOPPING CQNC, -------.. CONT. 1/8" X :/ KOROLATH PAO, TYP. ----... ... @ 24" MAX. o.c. PER , TYP. @ ' ' 2 1/2" TYP. 3 -/13 CONT., TYP. __ __.~ I I I I L'.J ABUTMENlT AND PIER DETAILS SCALE: 1 1/2" ~ 1'-0" a 1/2" TYP. TYP. ,---GUARDRAIL POST PER GE) /13 D <al 24" MAX.• , ·--2 1 /2" I.D. x 7" MIN, P\li; SCHEDULE 1 40 SLEEVE FILLED W/ FLOWABLE NON-:-SHRINK G~OUT CURS I 4-+.c-,;;;;,r:-;~"""'"' •. · .. I I I I ' . . • 1----r--CONCRETE TOPPING ~ ' .. 2 -/14 CONT. T&B .• I I Ir • , . ll_)J •. • _JI~'.'!' A4,' • , .. -.... * PLACE TIE ON EA. SIDE OF GUARDRAIL POST (2" CLR.) . . . CURB AND. GUARDRAIL POST DETAIL SCALE: 1 1/2" = 1'-0" CONC. PIER OR ABUllv1ENT · REINFORCING STEEL BAR ., .<!···11 • 11.•_4,' . •· ··.•JI II·• , . II It : 11 II . • FILL DRILLED HOLE . • 4 II IJ. 4.; W/ EPOXY ADHESIVE ii :r • (HIL 11 HIT RE 500-SD PER ICC ESR-2322)-~~I II-. • ~II IJ · . II II II If ii II II 11 lb:=__] _____ _,. l l SEE NOTE 2 <'I <'I EPOXY EMBEDDED BAR DETAIL SCALE: NONE ' . ' PRECAST PRESTRESSED@ CONCRETE PLANK PER 2 S-!5 2 S-4 NOTES; 1. MIN. EMBEDMENT = 10 B R DIA. I 2. DRILLED HOLE DIA. = BARI DIA. + 1/8" 3. MATERIALS ANO INSTALLA,TION PROCEDURES SHALL CON~ORM TO ICC EVALl)ATION SERVIICE REPORT ESR-2322 (NO SUBSTITUTIONS PERMITTED). . I 4. INSTALLERS SHALL BE TR(IINED BY llHE MANUFACTURER'S REPRESENTATIVE. 6 S-4 --------------------------- .,-----t---ROUGHENED, CLEAN SURFACE, APPLY EPOXY BONDING AGENT (SIKA ARMATEC 110), TYP. --PRECAST PRESTRESSEO CONC. PLANK PER @, TYP. ~ PRECAST PRESTRESSED CONC. PLANK PER @, TYP. _ __, ~ EXISTING PIER _ ___., CONCRETE TOPPING VARIES FROM 3 1/2"AT CURBS TO 4• AT CENTER OF BRIDGE o.e. EA WAY . ii' 1/2" SLOPE, TYP. ' • I ' • •· • ,• ' . "' • • . . . . • .. · . • '"'.ll -,s 4· . -,'. • ~ .. ' .. • I I ' --. -··--. .. ---·, '~f "'-'' ' -·' \-/ -:· ----- --- -- ---,---7 I -'-1--~ I--I--~ - - ,--. --c-I- ' --c-I- I--I--I---,---I-; ·' -I---I---- --• ' ' \ 0 T \ R PR SSE GR U , TYP. ((c = 3,000 PSI} P ECAST ESTRE D@ CONCRETE PLANK PER 2 S-5 COMPOSITE BRIDGE DECK DETAIL SCALE: 1 1/2" ~ 1'-0" n ~-CONC. SURF ACE • •• • ' . ,, ,,--~-........ ---CONT. SEALANT (SIKAFLEX-2C ·a,· fJ • • •• , I> • •. I>. •• SEALANT TO BE APPLIED ONLY AFTER COt-lCRETE TOPPING HAS CURED FOR A MINIMUM OF 21 DAYS) I---"-c--.,-J,;r'-----EXIST. CONC. SURFACE (WHERE OCCURS) 3/8" CONTINUOUS SEALED JOINT DETAIL 7 SCALE: NONE S-4 3 S-4 <I t PIER B S-4 • CONT. 1/8" X 3" KOROLATH PAD, TYP. .___ --/13 X O' -9" @ 24" MAX. O.C. 3 -/13 CONT. ~--ROUGHENED CLEAt-1 SURFACE, APPLY EPOXY BONDING AGENT (SIKA ARMATEC 110) ' . • GALV. 1 1 /2" SCHEDULE 40 STEEL PIPE, TYP. CURB • ' . ' GUARDRAIL DETAIL SCALE: 1" = 1'-0" 1/2 1 1/2" 1 7 /16" :I: x 3" SUP JOit-iT PIPE (MAX. SPACING = 20') -,--------- _L__ --- 1/4" 4" MAX. RAILING SLIP JOINT DETAIL 8 SCALE: NONE S-4 If\. As f3UILT DATE INITIAL ENGINEER OF WORK REVISION NOTE: ALL NOTES, REFERENCES, AND DIMENSIONS FOR ElllHER ABUllv1ENT APPLY TO BOTH ABUThtENTS. t2. "" / EXISTING ABUTh1ENT • • " -• "'· • --.. -..::J ~ • a:: -t. d ,,, r-• I ~ • •• ~ ---.'--~ " -----• b~.· ' I I I I L'.J 1'-5" TYP. FIELD VERIFY 1 S-4 CURB ~ 2" PVC SCHEDULE 40 GUTTER DRAIN PIPE () .. '. ., . . . -. ;, • ' .. . . . . GUTTER DRAIN DETAIL SCALE: 1" = 1•-0• S-4 "AS .. -BUil T" /47·-·' . s..-~-~· • • P.E.t-9/.,C EXP. 3•)t•l2. DATE RE~~ JYll_ (1_/4. • '1/21/Jo 1f:lsr;EcToR ,-DATE I SH~ET I CARLSBAD MUNICIPAL I SH~ETS I WATER DISTRICT IMPROVEMENT PLANS FOR: MAERKLE RESERVOIR ACCESS BRIDGE Rla'LACEMENT BRIDGE STRUCTURAL DETAILS A~~~ ,;IL~~~~;;_'.!~ C,,.2, r~& DEPUTY CITY ENGINEER PE 28176 EXPIRES 3/31110 DATE OWN BY: ,I~ I PROJECT NO. I DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: HIB DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: 5006 458-6 i' i 031109 I I I . I l ' ; I'. ' ' ' ' ' ' i ,, ' ' ' I,,·; .. ~ r 1 ;§j .. I ;a; I §ll! ~i ~§ § !J ~,;j ;;;-·~ (!} Ci ~~ ,;:1 --~ ~a n r 1 DIMENSION TABLE FOR BAR 90' AND 180' END HOOKS I ~I~~ I A I B I C I D (IN.) (IN.) (IN.) (IN.) 11.3 5 .3 6 2 1/4 114 6 4 8 .3 115 7 5 10 .3 3/4 116 8 6 12 4 1/2 117 10 7 14 5 1/4 J!,R 11 8 15 5 #9 15 11 3/4 19 9 1/2 1110 17 1.3 1, 4 22 10 3/4 1111 19 14 3 4 24 12 DIMENSION TABLE FOR STIRRUP & TIE BENDS AND 90' & 135' HOOKS I I ~11~ I (I~-) I (I~.) I (I~.) I (I~.) I DETAILING DIM. . ·ur D, -, u 'i:, DETAILING DIM. • A • ( ..;r wt6±1 ~· 4d OR 2 1 /2" L L MIN. 1 1 BAR ENO HOOKS ".-6d, J" w MIN. ~-t~ 11.3 1 1 /2 4 1 / 4 2 1 /2 4 #4 2 4 1 /2 .3 4 1 /2 --' 135' STIRRUP HOOi t /'l 115 2 1 /2 5 1 /2 J 3/ 4 6 Cl r"\. 90' STIRRUP NOTE: UNLESS OTI-IERWISE NOTED, THESE DIMENSIONS SHALL _µ~ 1 =HOOK ~ BE USED FOR ALL INDICATED BAR BENDS AND HOOKS STIRRUP & TIE HOOKS STANDARD HOOKS FOR REINFORCING BARS SCALE: NONE r .. ~ CtJNT., 6E4t.41v'T(S!K4FLEX" 2C)= :-1/8." R: :·· . . ·• .. , __ WE/JK!NEOPt,JJNr='JOINT© . _ IJ w!AK~JVEtJPUN~ANOcXPANSI01L"JOJ.NTa ··· . I ~Ale ::NON£ ... -. ·-_ · ·- ~·~_;,-"'"~~,,----"· ., .. # '\. •• ~., • .. . • --' ------- 'I:= ~ ~ f-f-1--f- f-f-,- l .. r ROUGH SURFACE (SEE SPECIFICATION SECTION 03462, PRECAST CONCRETE STRUCTURES) ~ ~ f-f- f--f-- f-- f-' f- LENGni PER PLAN TYPICAL PLANK SECTION (MAXIMUM WEIGHT = 9.3 PSF) P, = MINIMUM FINAL EFFECTIVE PRESTRESS FORCE = 26,000 LB/FT SECTION PROPERTIES A = 325 IN1 I = 4981 IN• Y1 = 5.8 IN Y, = 6.2 IN S, = 859 IN 1 S, = B0.3 IN' CONCRETE: f' a ~ 4000 PSI @ 28 DAYS f' o1 = 3000 PSI @ STRESSING TYPE II PORTLAND CEMENT PRESTRESSING STRANDS: 270 KSI, SEVEN WIRE -ASTM A416 SUBMIT SHOP DRAWINGS AND STRESS ANALYSIS CALCULATIONS FOR REVIEW AND RETURN PRIOR TO CASTING. STRESS CALCULATIONS SHALL BE SIGNED BY A CALIFORNIA REGISTERED CIVIL ENGINEER, STRESSES SHALL BE CHECKED FOR EACH PHASE OF FABRICATION AND SHALL NOT EXCEED niE VALUES PERMlffiD BY AO 318-05 FOR ALL SECTIONS ALONG TI-IE LENGTH OF THE PLANK. PRECAST PRESTRESSED CONCRETE PLANK SCALE: NONE - ~ "f8" '' .. • 'p, • • • • ,, • ,. • • " , ... ' • s,-· ' ----,-"--· / 2' . 9ft;,,/q.;;/, ®r141 cl . rl,;,1MJ;h ( (? r ,-., (,,,✓ffNi1«u✓:, rr✓../ 0:'-ldtu:dfw-. J?Af' 9ii~ :!/,ff,.;' ,% .91~ ~~#~ .!i.V.fJ .'P# .... J'.j"J; rJiil: r:J(.fJ .k ~ r* rJr.s ABBREVIATIONS ± PLUS/MINUS @ AT A.C. ASPHALT CONCRETE CONT. JT. CONTINUOUS JOINT it· CENltR LINE CLR. CLEAR CONC. CONCRETE CONT. CONTINUOUS DIA. DIAMEltR DIM. DIMENSION EA. EACH ELEV. ELEVA Tl ON EQ. EQUAL EXIST. EXISTING GALV. GALVANIZED I.D. INSIDE DIAMETER IN. INCHES KSI KIP PER SQUARE INCH LB/FT POUNDS PER FOOT MAX. MAXIMUM MIN. MINIMUM MPH MILES PER HOUR N NORTH 0.C. ON CENTER Pf FINAL PRESTRESSING FORCE PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH PVC POLYVINYL CHLORIDE STD. STANDARD SYMM. SYMMETRICAL T&B TOP AND BOTTOM TYP. TYPICAL W/ WITH GENERAL STRUCTURAL NOTES 1. 17-lE CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO STARTING WORK. TI-IE OWNER'S REPRESENTATIVE SHALL BE NOTIFIED OF ANY DISCREPANCIES FOUND. 2. THE CONTRACTOR SHALL TAKE PRECAUTIONS TO PROTECT ALL EXISTING FACILITIES AND UTILITIES AND SHALL NOT PERFORM ANY WORK THAT WILL DAMAGE OR INTERFERE Wini TI-IEIR SERVICE. J. BEFORE COMMENCING ANY EXCAVATION, TI-IE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UNDERGROUND UTILITIES, VALVE PITS OR VAULTS, AND SHALL NOT PERFORM ANY WORK TI-IA T WILL DAMAGE OR INTERFERE Wini THEIR SERVICE. 4. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN ADEQUATE ERECTION SHORING AND BRACING AS REQUIRED FOR STABILITY Of' ALL STRUCTURES AND EMBANKMENTS DURING ALL PHASES OF CONSTRUCTION. 5. IN NO CASE SHALL WORKING DIMENSIONS BE SCALED FROM PLANS, SECTIONS OR DETAILS ON TI-IE DRAWINGS. 6. THE CONTRACT DRAWINGS REPRESENT TI-IE FINISHED STRUCTURES. TI~EY DO NOT INDICATE METHODS Of' CONSTRUCTION. TI-IE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT EXISTING AND NEW STRUCTURES DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO, BRACING, SHORING, ETC. FOR ALL CONSTRUCTION PHASE LOADS. 7. DURING THE ENTIRE CONSTRUCTION PERIOD, IT SHALL BE TI-IE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN CONDITIONS AT TI-IE J08 SITE SO AS TO MEET IN ALL RESPECTS ALL APPLICABLE SAFETY LAWS, RULES, ORDINANCES AND REGULATIONS. TI-IIS PROVISION SHALL APPLY TO ALL PERSONNEL EMPLOYED OR SUPERVISED BY TI-IE CONTRACTOR AT THE JOB SITE. 8. IN CASE OF CONFLICT, NOTES AND DETAILS ON TI-IE DRAWINGS SHALL TAKE PRECEDENCE OVER TI-IE GENERAL STRUCTURAL NOTES Of' TI-IIS SHEET. REINFORCED CONCRETE 1. ALL SITE CAST CONCRETE SHALL HAVE A MINIMUM ULTIMATE COMPRESSIVE STRENGTH AT 28 DAYS USING ASTM C150 TYPE U CEMENT AS FOLLOWS: 2. .3. 4. 5. STRENGni MAX. !EM. AT 28 DAYS MAX. SLUMP AGGREGATE'. SIZE: BRIDGE DECK TOPPING 4000 PSI 3" 3/4" MAXIMUM SLUMP OF 7" PERMITTED AFTER INTRODUCTION OF A HIGH RANGE WATER REDUCING ADMIXTURE CONFORMING TO ASTM C494, TYPE F • THE CONTRACTOR SHALL UTILIZE AN APPROVED LABORATORY TO PREPARE A MIX DESIGN PER TI-IE TRIAL BATCH MEniOD AND SUBMIT RESULTS OF TRIAL BATCH TEST SAMPLES TO THE SITE REPRESENTATIVE. WEIGHT OF FINE AGGREGATE SHALL NOT EXCEED 42" OF TOTAL WEIGHT Of' FINE AND COARSE AGGREGATES COMBINED. ALL REINFORCING STEEL, DOWELS AND INSERTS SHALL BE SECURELY HELD IN POSITION PRIOR TO PLACING CONCRETE. PROVIDE A J/4" CHAMFER ON ALL EXPOSED CORNERS UNLESS OTI-IERWISE NOTED. 6. ALL CONSTRUCTION JOINTS SHALL HAVE A ROUGH, CLEAN SURFACE WITH A 1/4" MINIMUM AMPLITIJDE UNLESS OTHERWISE INDICATED. TI-IOROUGHLY WET SURFACE BEFORE PLACING NEW CONCRETE. 7. MECHANICAL VIBRATORS SHALL BE USED IN PLACEMENT Of' CONCRETE • 8. CONCRETE CURING SHALL BE BY THE WATER CURING METI-IOD. 9. TI-IE CONTRACTOR SHALL PROVIDE A SIGN NEAR EACH END OF TI-IE BRIDGE (LOCATIONS TO BE SPECIFIED BY TI-IE SITE REPRESENTATIVE) INDICATING MAXIMUM ALLOWABLE SPEED ON TI-IE BRIDGE SHALL BE 20 MPH. REINFORCING STEEL 1. BAR REINFORCING SHALL CONFORM TO ASTM A615, GRADE 60. 2. MINIMUM BAR LAP SPLICE LENGTI-iS SHALL BE 48 BAR DIAMETERS UNLESS OTI-IERWISE INDICATED. GUARD RAILING 1. ALL RAILING SHALL BE SEAMLESS STEEL PIPE CONFORMING TO ASTM A5.3, GRADE B. 2. ALL SHAPES, PLATES, BOLTS, NUTS, AND WASHERS SHALL BE HOT DIPPED GALVANIZED IN CONFORMANCE WITI-i ASTM A12.3 AND A15.3 • .3. REPAIR DAMAGE TO GALVANIZED COATINGS BY HANDLING, TRANSPORTATION, CUTTING, WELDING, OR BOLTING USING ASTM A760 ZINC PAINT FOR GALVANIZING. "AS -BUil T" ~~ Z:~u ,,.._ !!P,ilo P.E. ZIJt2~ EXP 3rlt•/) DATE DATE fsHml CARLSBAD MUNICIPAL I SHEETS I 1---+----+------------+--+--+---+---< ~ WATER DISTRICT 8 l-----t--+-----------------t---+--1----+---t fl\ .4.S I.JU/LT DA TE INITIAL EN GI NEER Of WORK REVISION DESCRIPTION DA TE INITIAL DA TE INITIAL OTHER APPROVAL CITY APPROVAL IMPROVEMENT PLANS FOR: MAERKLE RESERVOIR ACCESS BRIDGE REPI./\CEl.tENT STRUCTURAL NOTES AND DETAILS A~~~OVED~ W~';!B-..,,t.LUMMER c.~:z~-o!J DEPUTY CITY ENGINEER PE 28176 EXPIRES 3/31110 DATE OWN BY: ,IN I PROJECT NO. I DRAWING NO. CHKD BY: RI 8 5006 458-6 RVWD BY: llll ' I I I ' ' ' I : i i : I I ' ' 1031_109 1 •' i ' ! ' ' ' : ' . . , Ill fir', ~ fi: