ARRA_UPPER NIAGRA CRK BRDGE_PLANS.pdf

GOVERNING SPECIFICATIONS

·STANDARD SPECIFICA110NS FOR CONSTRUC110N

OF ROADS AND BRIDGES ON FEDERAL HIGHWAY

OREGON PROJECTS" FP-03 U.S. CUSTOMARY UNITS.u.s. DEPARTMENT OF AGRICULTURE SHALL GOVERN.

PLAN SYMBOLSFOREST SERVICE

COUNTY LINE

TOWNSHIP LINE

SEC110N LINE

QUARTER LINE

SIXTEEN LINE

NEW R/W -------R~-------

EXISl1NG R/W -------R/W------

PROPERTY LINE

RETAINING WALL

R-5

PACIFIC SOUTHWEST REGION =

TEMPORARE EASE.

RAILROAD I I I I I I I I I

RIVER OR CREEK

Drawings for Proposed DRAINAGE/FLOW LINE -»--»--»

CULVERT >- - - - - - ~

GUARD RAIL -----Q------O-

BARBED WIRE FENCE -x--x--x--x

CHAIN LINK FENCE - CL-- CL-- CL

SWAMP

WOODSUPPER NIAGARA CREEK BRIDGE

BRIDGE ---)3--

MONUMENT ~

STATE OF CALIFORNIA 8Ml

BENCHMARK

INDEX MAP - N.T.S. CPlTuolumne County, California

CONTROL POINT Ii..

UTILITY SYMBOLS;

N POWER POLE -0

TELEPLONE POLE o

ENTRANCE ROAD IS APPROX. 42 MILE ± PAST ~ ANCHOR E-

GAS MAIN --G--G-

WATERMAIN --1--1-

TELEPHONE

SONORA. CALIFORNIA. AT EAGLE MEADOW ROAD *W E, ,

S

--T--T-

BURIED ELECTRIC CABLE -- UE --UE-

BURIED TELEPHONE CABLE -- UT --UT-

MANHOLE ()

CATCH BASIN 0

SEWER LINE --.S--5-

WATER/GAS VALVE I><J

TRANSFORMER/pEDESTAL ~

DECIDUOUS TREE e CONIFEROUS TREE t

STANISLAUS NATIONAL FOREST

INDEX MAP - N.T.S.

EXIST APPROACH

TO BE RECONSTRUCTED

• ~~E SHEETS C1-C7

·1'0' "':0\

<s-' 'Ira;·, ------

NOT TO SCALE

TYPICAL SIGN

INDEX

C1 TITLE SHEET. VICINITY MAP

C2 ESTIMATE OF QUANTITIES &

GENERAL NOTES

C3 DEMOLITION PLAN

C4 PLAN & PROFILE

C5 DIVERSION & EROSION

CONTROL PLAN

C6 SIGN AGE PLAN

C7-C8 - CROSS SECTIONS

1-6 - BRIDGE PLANS & DETAILS

REDDING•

N

RENO w*' BSACRAMENTO· , ,

• "k SANOR: t 'f'~{)-1 s

STANISLAUS

NATIONAL FOREST

.FRESNO

• BAKERSFIELD

:(]rison

DESIGNED BY;

Creek 8ridge\Cl-UNC8-Tille SHEET, 6/~9/2009 1.

----!.---'-j-----'--I

Sheet C 1 of 14

GENERAL NOTES

1. CALL BEFORE YOU DIG:

BEFORE YOU DIG CALL UNDERGROUND SERVICE ALERT (USA) 1-800-227-2600 OR THE NATIONAL 811

"CALL BEFORE YOU DIG" or go to the web site http://WWW.CALL811.COM/

2. CLEARING:

THE CLEARING PAY UNIT IS IN LUMP SUM AS NOTED IN THE PROJECT SPECIFICATIONS. THE AREA TO BE CLEARED INCLUDES ROADWAY AND ADJACENT DITCHES

3. ROADBED:

THE ROAD APPROACHES AND SHOULDERS SHALL BE SCARIFIED TO A DEPTH AS SHOWN ON THE DRAWINGS. EXCESS MATERIAL GENERATED DURING THE EXISTING CONSTRUCTION OF TURNOUTS, ROADBED WIDENING OR THE LOWERING OF THE GRADE SHALL BE USED IN THE EXISTING ROADBED UNLESS SHOWN OTHERWISE

ON THE DRAWINGS.

4. QUANTITY SUMMARY:

FOR ESTIMATED QUANTITIES SEE SCHEDULE OF ITEMS.

5. EXISTING DRAINAGE STRUCTURES:

ALL DRAINAGE STRUCTURES (CULVERTS, LEADOFF DITCHES, DIPS AND CATCH BASINS) SHALL BE MAINTAINED AS PER SECTIONS 601-607.

6. OVERSIZE DISPOSAL:

ALL OVERSIZE MATERIAL DEVELOPED UNDER SECTION 204 SHALL BE USED AS RIPRAP OR INCORPORATED IN FILL CONSTRUCTIONAS PER SECTIONS 208, 209. AND 251.

7. CONSTRUCTION DEBRIS DISPOSAL:

ALL CONSTRUCTION DEBRIS SHALL BE DISPOSED OF AS PER SECTION 203.

8. RIPRAP:

RIPRAP USED FOR ENERGY DISSIPATORS AND RIPRAP FILLS SHALL CONFORM TO SECTION 251.

9. WATER SOURCE :

THE WATER SOURCE IS LOCATED ONSITE. WATER USE SHALL CONFORM TO SECTION 725.01.

10. REMOVAL OF MATERIAL FROM TEMPORARY ROAD:

THE ASPHALT CONCRETE AND AGGREGATE BASE REMOVED FROM THE TEMPORARY APPROACHES SHALL BE STOCK PILED IN SEPARATE PILES AND NOT TO BE MIXED

BEFORE REMOVAL OR RELOCATION OF MATERIAL.

11. RELOCATION OF THE BAILEY BRIDGE:

THE BAILEY BRIDGE PARTS ARE TO BE RELOCATED AND STORED AT THE FOREST SERVICE COMPOUND ON 10 FOREST ROAD, SONORA, CA.

THE BRIDGE IS TO BE STORED ON PALLETS IN 100' SECTIONS. CALL THE CONTRACTING OFFICE FOR ACCESS TO THE COMPOUND.

12. INST ALLA TION OF SIGNS:

RELOCATION OF EXISTING SIGNS AND POSTS ARE INDIRECT TO INSTALLATION OF NEW SIGNS AS COVERED IN THE SECTION 718, BUT

ARE SEPARATE PAY ITEMS.

Design STANISLAUS NATIONAL FOREST ESTIMATED QUANTITIES & GENERAL~ FOREST SERVICE LAR

RC

~ PACIFIC SOUTHWEST REGION NTS of 14

:arlson Projects\USFS Dwgs\Upper Niagara Creek tlridge\C2-UNCB-GENFRAL NOTFSdwg, C2 (34x22), 7/2/2009 2:1908 PM, l1x17, 1:2.06259 http:http://WWW.CALL811.COM

LEGEND / /' /' II III \

REMOVE OLD CONCRETE AND REBAR 1-; -j (PERMANENT BRIDGE) /'\ I /'''''_'''-- ___III ~ ~llll \ " \ RECONSTRUCT EXISTING PRO,IECT BRIDGE . - Pi( __ ~ [ l ~ '- - - \ \ " \

REMOVE & TRANSPORT EXISTING I I /(' ~ "'" '- - - II % \ \\\ -- " \

BAILEY BRIDGE PER SECTION 203:~. :J (BAILEY BRIDG~) (,\ "" -- ""'---_ ~ ""'--- Or;; I (5 \ '1""" ------~ \

6~6~g~T~x~SRTb~Gs~irALT ~\\\\\\\\1 (BAILEY BRI~E) "\ "" \ ""'-----''''''''''''''''''''' 9 ---\il fd~/ \ \ II '~~---'\---'_~j/'\ \\;n

REMOVE EXISTING ASPHALT BASE ~ ~~/'/ ""'\ ------., III -z. I \ \ I "'- V

SPREAD EVENLY AT ADJACENT (BAILEY B \ \ III ~~ Ii 0 I I "'-- ~EXISTING TURN AROUND \

CAMPSITE - I 0 , ~~~ I '{;; I I \ I THISl.,\AR"E"A TO REMAIN AS ISC> b

PROPOSED APPROACH FOR NEW I':>?'X"0)(") " '\, \

BRIDGE, 3" ASPHALT CONCRETE OVER I'x'XXY':x:)1 t;ERM~EN E) \ \~ SO \ \ M ~~ EXISTING BOULDER BARRICADE 6" AGGREGATE BASE I I \ EXISTING TR$lI'"S TO \' )7 \ \",)(\. \ ~ ! \ IN TURN AROUND AREA TO REMAIN

"'1 '\\ \ I ) AS IS. (TYP.)

I (\ REMAIN / I •

\ 'I \ \ EXISTING BOULD~ J " \

I I / I \\ ~ \ \ " " TO REMAIN AS IS. \... ___

(\ / EXIJTING BAILEY IlRIDGE TO BEll I \ ~~ \ tfYI2J___ 'I \ \ .... (I \ \ DISA'SSEMBLED pElR SECTION 203, \ I 1\ c.. \ \ \ -- ---r --- -- > EXISTING BAILEY BRIDGE APPROACH: \ l \

7 \ SEE N'QTE. I , I - \ ~ I ___ ~ /' REMOVE 2" OF EXISTING ASPHALT / ,; c- - -

I / \ --- --- I I I I ~~ \ 0/ I / r CONCRETE THIS AREA (TYP.) / "-

0 Il\ 0;; \ \ / /

E)$TING B~ILEY BRI ~ GE I l \ \ ~ Y-l- \ \~ / I

'r'O"" '" " EX" '0 "',"ALT , - -- ~ -\\ \', \ -- -- _~; " 1'1:)1" ! I I

NCRE\ THIS I0"'! .C AREA\~YP.) ~\\~) 0 / I~ \\~\ '~ _ ~<\\~--: ,-; i\~~;\ c4~ftJ~~~z~~:- __ l"" ( ( // r--) \ "'" _ \ ~\\\\\~ \ \/\-1 ' !/,< "7 ",l$<' , EXISTING BAlLEY BRIDGE APPROACH ~I;'; I-I-r-T/. ~\\,\~\~ .-_ ,. -',I ~REMOVE 4" OF:.. EXISTING AGGREGATE BAS

I' '" - ) \ f ,--c:,,",,' ".~ AND SCARIFY GRQUND THEN DISTRIBUTE

II 1/ /1 '- ~-I/. - -;/~;f -1-' >\ - - -K\ \ -\ -r I- - , . ); ~<?:» ':?:'$:';:'"lf~/"':' ~~~T~GArR~.STING~DJACENT CAMPGROrD

E"""~/:'~"<,"~~::-~/~ ( (' /~\\:~ ~'r$~~~~~'~~4~}~, / REMOV~ 4" OF \EXlrNG~GREGp(fE BASE "- J ~i" I/, ))-¥---- ~c)/-<0 ;;~7)~-;~:';;0<' ,:»::S;~-;'1.»'7!<;~. RfLOCATE EXISTING K-RAII S

AND SCARIFY foRO D T N ~-!lTRIBUTE, l ~ . ~- '.- -- ~ - - - - /", </i(:/:!/);:?Z,"~;~:~I;;:j>ij~~//!/I~j. "f0 AREA BEHIND BOULDER\

EVENLY AT.E<ISTIN AD ACE,)! CAMPGROUN.D,-:' ftj~ V . .1 - ". '~?3'i' '//, 1«i'l'Z0-<Zi~"::;(i;\ BARRICADE IN TURN AROUN~

PARKING P.EA. > ,/1" Jr[*:l . . ,1 "j '."1/')'("'-, iAREA (TYP) \

1// /1/ ) ( (/'ii~~~tdj ( ~ \' ,~:" ~. )t.~~~(~"" . ) / //// // /) ':;(~~-I'j?:t".'.!i ti~- '&,~G:~'~~1t'.\~ ~ .Jjt,~~" .~~~:~i~~,~~~~~~\ 0:

/ / / Z:~71 ~ 0.:'1 \ l-\~~'-:-7 - ' , ';:7"1 H ----- ..... <$'"/ ." R- 17/1>- I

/ /1::'..::"- '}.( .:"',:,- \ :"\ ~;-J-1; / \ \" " - , ~ "'-- ""7'C~§;~t;;">,y,:,'Z>~,!~.;). \ / / il!~'. \-\-" ' . .\.+...... '. i I,.-A U:-p I" / ~ / I 1/ / \)" \ PLACE 3" ASPHALT CONCRETE ........ '",-- ~-(:??/'i?<'/"!i'/{'"Y~' \ II ~. . \, ~,:,-\-\-,ct ,t .:C, I ~ / I \ I -.. "'-- ')<,0:,15··)- ""''-«!/'"".• H-\!~~-''' _

// >:'\l-2 \, ~'-- ,:,)"\p' \ r- ~ (I J I \\AND 6" AGGREGATE BASE THIS SAWCUTEXISTINGASPHALT -"-..-.. -----"'" o,,:!,t~';:'l~{".-;';0.,./.:.'.\.. \ I

/ .', \---1 "",,, , " \ /' ''-, \ (" \ II ) )AREA. CONCRETE -"-..-.. ~ "~-<:y.";';"', \ I

.l-~l~~V II ::-\~, ,-' (---__ ~I~~~ \ \ \ " " / I I (I STA. 11+21 -..-..,,, '('.:2~\~.) \

~:l--:i:.~ ::: \ ,-' I --~ I \ \ \ _" '-J / 0 I ; EXISTING PERMAMENT BRIDGE TO BE REMOVED. '" \' ::i'( -\;)., I -, ' \ \. - "\1 '" I CONSTRUCT NEW BRIDGE oo'lDGE EXISTING ASPAHLT CONCRETE '\ \ \I I I PER ~:z:,,\ I'j,::!,:-\- ", ".:" ' I "\ '\ " ... I ( ,vJ;f"" J ,,''d.'''"'VI_>=' ;:1J t't, / Nt' '\ I ~ I CONSTRUCTION PLANS TYP:,/ l TO REMAIN " \ I \ I

':bm'~~~~ ~~~C~ .. 3~G~~t~~~~~foE~~) ~-=/I(/ Q: i I II (I /;1 ~ 9/ ",\\ 1\ \ \ I . J.-\-n--r- I I/'/ 4.i

II

- / ,I \ IAREA. I

! "' . i~) /' / I ~ /' I : Q \ \ l \ I I / / \ '1 I I'I

~ ) /"- /'/' I I ~ (/ III~ g f I \ \ \\ 11 ____ ..J~ -,7 /"1/ \ \ \" I I I 0v, \~ ---------- II I ~ r-- / I ;))/\ '------J //' /..1 \\\\ "'---------//;;///THIS TO PROTECTED ~ /'/'/' \, ~ ;\\ ,,~_/~,o' AREA BE II I / i\ " (I -----____ / I I ~ 1/1 \,'-... ~/~/ / FROM ANY CONSTRUCTION OR / .... \ ~' I

,o'..-/J 0" I \ -J / I II I Z. I 1\ \ i -----7/ / MODIFICATION ACTIVITY I \ \ I I I

..-"'/;1 SAWCUT EXISTING ASPHA~"""" / \ ~~~E~SAL ot EXISTING CONCRtf~eRlbrE A~rNtS \ V; / (/ \ \ \ I \ I ./ ,o'..-'" I CONCRETE / \ SHALL CON~ RM TO SECTION 1:i9 .05/(a OF T ) I /'-'- I ( / )

'~;; I I I ..-'" I STA. 8-96 I ~I\ \ PROJECT S ECIFICATIONS. fill / I ,-'- I / 1\ I I \ I"t

/ / I I ~ \ \ / (/ / / / ( I::: I I [ I \ \ I I 0) I I ..-'" I / / \ \ / ( / / (I "'--, I I I I \) I \ 11 \ I

)C~STlNG ASPAHLT CONCRETE /// II \ \ JI/1/ /1) \ I! II NOTE ) I I d \ / I I

I TO REMAIN / ~/ / / I J/ \ 1III1 I AFTE~ PROJECT BRIDGE IS RECONSTRUCTED, REMOVE, SCARIFY, AND dRA~E I I I r........ "'" \ / II I

/ / / \ / I I \ I EXISTING ROAD APPROACH TO BAILEY BRIDGE. EXISTING ASPHALT CO~CRPE ,,/ / 't' II L()

I // /@\II/\\IIIIISTOBEREMOVED&EXISTINGAGGREGATEBASEISTO BE DISTRIBL!TE~EVENLY I \ I I L()

/ / ) I I I 1\ \ III AT EXISTING ADJACENT CAMPGROUND PARKING AREA. EXISTING BAIL,EY RIDGE IS Po'! .20' I 2~' -to' ~

I // / I I \ II11 TO BE DISASSEMBLED TO ITS BASIC COMPONENTS, TRANSPORTED AND ORED AT II"'"w!!!!!![lr-: i h I

/ / I I . \ 10 FOREST ROADJ SONORA, CA. - PER SECTION 203. I I I

Sheet Title Sheet Drownu.s. DEPARTMENT OF AGRICULTURE LAR STANISLAUS NATIONAL FOREST DEMOLITION PLANDesignFOREST SERVICE LAR

Reviewed C3RC Project NameR-5 Approved MB UPPER NIAGARA CREEK BRIDGE Scale 1" = 10'-0"PACIFIC SOUTHWEST REGION of 14

Carlson ?rcjecls\USFS Dwgs\Upper Niagara Creek Bridge\C3-UNCB-Demo Plar.dwg, C3 - DEMOLITION PLAN (.34x22), 7/2/2009 2:24:52 PM, 11x17, 1:2.Cl6263

I NOTE: /

EXISTING BOULDER BARffiMDEI r-- I \. I I IN TURN AROUND ...AREA TO REMAINII / -7 I I )l'" AS IS. (T::f8.}--- EXISTING TURN AROUNDI ---- ~IS AREA TO REMAIN AS IS/II r.o~ / PLACE 3" ASPHlT CONd:rE

I ~G) AN~ AGGREGATE BA:;?E: THIS""

~ I / r------ AREA. J\pPfW)(iMATELY104 F;EET.

I // I I / I /77 (,I

\ / I II II 77 "t/ ~ / /'---- --~-I 1/,7//// ",<:< ~'-- "

I ONST )U~T NE;-BRAINAGE~ 1/// " ',~ SAWCUT~TING

I SWALEI \ / /77 /", "" ' , ~AVEMENT

I \ I /" " " ' STA = 11+21 "

I > "-- /7 '<3 '7/" "-

I I I I "'-___ ~- . ,,/" , " " . ,-,," \- "~ --- /., " , , !\cJ I"": "'- ~ " I I I ---/ /;;;;/,. ", ~" ,,~ ------..... ~

I I I / "f/@,,"b>' ,~'\" I r!ij ~~............ "'- ........ "'- ~~s, ~

I I ~ff ",,::>,,,,,, I lor, NORTH EDGE OF EXISTING ~-.::- .... _ "'-, 0I

I /' " """, ~ \ I '-' -...... - '~I I ---' / ",', / G:' PAVEMENT SHALL BE MAINTAINED ~........ "

I II I r-- \..... / " " "," ',', / IUr ~< \." \ / ;s ifV} ) AS THE NORTH EDGE OF THE NEW ~"::::-, I I I 77 ,,",', ' / _ ~__ I \ '\ '\ / "'-) !I I PAVEMENT. ..::-, \ '\.

I II II II 77 / ,<," ',' '// / ----~/' I A Y ~--'\ '\ 1 I(I 1 I 1 / J EXISTING ASPHALT CONCRETE ~,'\,\(5 \

II II II II 77/, " ", ' ":" /'/ / PLACE CLASS 3 ROC \ \ // !" \\ '\/1// ; I II I 111// I/~ '1 TO REMAIN AS IS.! ~, '\ I / /' ~ "", /' / PER / \----= ~ I ",SEtTI()"N---yQ.:L I '\

I SAWCUT I>iISTING "4'/" , ' '" @ / (TYP. 41 LOCATIONS) Y \ / ( 0::: I I I I I J--::,I PAVEME;N"T I ? ' ' ' '" / / / / / \ I L.,j I I 1- I I ~\ 'I

I I STA 7' 8+96 I ' ,,-:./ , ',', / / / / \ I I Q \ \ \ \ \ \ L /'~/

I I I I /)--:/ I '" / /'/' / r~ / X"' I I~, .§ I /\\ I I I--Jr;: 17 /'/''8 @\

/ III III 1~:::3-// / I / ~x(--------/' / / f--- ___ ........ \Y>I); ;~--Jlr/' (~ \~\ :::--::#~I 1/ ' I I I 1;:::;// .k/ I I -J IV/ I \ I II \ 1\ "'-:;;Y;I I0 '\ / 0

I I /iY/ /1 /" / v \ I (I \ \\ IfI y) \I I /~/ /1/ " / ~ ) \ I I / /. " /"" EXISTING TEES TO I I/"ILL ( I Evtlo\...ING BOULbER;jI /." / ",," / '; I REMAIN ( P.) / I / ')'-'1

I /77/.%/ //@II / I I ( j.../ \ I I !DC) (fy;'~~AIN AS! IS.

I 77 /./. 9:J< ~/" I / I I{I "'-"'-I I I I / ~ THIS AREA TO BE PROTECTED \ / I

/ /\ ?:JD" " I I I I I I I I I FROM ANY CONSTRUCTION OR ) /

//~ 1\ \ ~'1-. /" Exf'STING ASPHALT CONCRETE II I I J 1I) I I I I I MODIFICAllON ACTIVITY / 1 I / r", /. / '\~""" ito REMAIN AS II r--.-/ I I II/ I / 1 ,,/ / (IS. (\J

/ I I I I I I \ \ I NOTE: / 1 / I

/ . I / @ I II \ AFTER PROJECT BRIDGE IS RECONSTRUCTED, REMOVE, :JCARI~Y, AND GRAD~ I1 ~/ II / I) 1 \ I d I~__ / LEGEND I /1 \ I I I II EXISTING ROAD APPROACH TO BAILEY BRIDGE. EXISTIN ASRHALT CONCRET r" I II P7/777i ~! I I I \1\ I IS TO BE REMOVED & EXISTING AGGREGATE BASE IS 10 BE 19.!STRIBUTED E ENLY I " //'",-1 "I NEW BAILEY BRIDGE o"~ I \ I II I I AT EXISTING ADJACENT CAMPGROUND PARKING AREA: EXISTING"B\AILEY BRID~E IS I

, " " TO BE DISASSEMBLED TO ITS BASIC COMPONENTy,TRANSPORTED AND STORm AT I I'f.. ....- _ "I ~ ~~ . I / I I I I I 10 FOREST ROAD, SONORA, CA. - PER SECflON 203. \ \\

- _ /" ~:: ~~~~~nT~0~~~fT7& ~~~ . 1/ - \ I II '................ II CLASS 3 ROCK, pyi kYX>VXY)1 / / /1 / I) \ \ \ II / 0' 10' 20' \ 30' \ I

I / /1 SECTION 705. I ~ /! \ / / /

: 5Nq1

6965 · . : . : 6965

. .: . : :: . : . . MAtCH EXISTING GRADE FiNISHED GRADE . NEW WINGW~LL c:ryp.) .

~#]C~+~~IST~NG GRADE : STP< 11+21 • .

.. ELEV.· =! ·6952·.96 •. . ELEV.· '" :6953;21 . 6960

ROAD APPR:Oi.:C8 .

6955~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~====~~~~~~~~~~ 6955

6950 6950

6945 6945

6940 6940

6935 6935 o mo N...t en en mm to to

8+50 9+00 9+50 10+00 10+50 11+00 11+50

Sheet Title Sheet DrawnU.S. DEPARTMENT OF AGRICULTURE LAR STANISLAUS NATIONAL FOREST PLAN AND PROFILEDesignFOREST SERVICE LAR

RCReviewed Project Name C4R-5 Approved MB UPPER NIAGARA CREEK BRIDGE Scale 1" 10'-0"PACIFIC SOUTHWEST REGION of 14

:':orlson rrojectc;\USFS :::per Niagara :':reek Bridge\C4- .1\ICB-PLAN_i'R8F I [.dwg, C4 - ~'I AND PRCi'llr:, 7/2/2009 )< 7 40 PM, 11 x17, 12.i1ij27 http:6952�.96

NOTES:

-.!iNnl ROAQ. AEPROACH

LEGEND

FIBER ROLL

I

I

I

INSTALL FIBER ROLL

(TYP.)

I I I I I

I /

1. PLANS ARE DIAGRAMMATIC AND ARE NOT INTENDED TO SHOW ALL OFFSETS. THE SITE IS DYNAMIC AND CHANGES ON A DAILY BASIS, CHANGES SHOULD BE MADE ACCORDING TO EXISTING CONDITIONS. CONTRACTOR SHALL USE BEST MANAGEMENT PRACTICES WHEN WORKING WITH CHANGING CONDlllONS TO ENSURE QUALITY

CONTROL.

2. THE CONTRACTOR SHALL ADHERE TO AND EMPLOY THE BEST PRACllCE MANAGEMENT PRACllCES (BMP's) AS OUTLINED IN THE "WATER QUALITY MANAGEMENT FOR FOREST SYSTEM LANDS IN CALIFORNIA" AS

THEY APPLY TO THE PROJECT.

3. THE CONTRACTOR SHALL PROVIDE A STORM WATER POLLUTION PREVENllON PLAN (SWPPP). IT IS THE CONTRACTORS SOLE RESPONSIBILITY FOR CONDUCllNG HIS/HER OPERAllONS IN ADHERENCE TO THE SWPPP.

THE CONTRACTOR IS RESPONSIBLE FOR ANY FINES, DELAYS, AND/OR DAMAGES RESULllNG FROM ANY SANCllONS CAUSED BY THE OPERATION OF THE CONTRACTOR OR HIS/HER SUBCONTRACTORS.

4. THE FOLLOWING PLANS ARE ACCURATE FOR EROSION CONTROL PURPOSES ONLY. THE CONTRACTOR SHALL FOLLOW THESE PLANS UNLESS FIELD CONDITIONS DICTATE MODIFICATION. IF MODlFlCAllON IS NECESSARY A SWPPP AMENDMENT MUST BE DONE. THIS MAY REQUIRE MODIFICATION TO THESE DRAWINGS AND CONTRACllNG

OFFICER (CO) APPROVAL.

5. PERIMETER PROTECTION THE FIRST 25 FEET ADJACENT TO THE ROADWAY ARE TO BE PROTECTED WITH AN APPLICATION OF BLOWN STRAW AND ORGANIC BINDER. TO BE SCATTERD EVENLY AND PROVIDE ADEQUATE

COVERAGE TO PREVENT EROSION.

ALL STRAW USED FOR EROSION CONTROL SHALL BE CERTIFIED "STERILE", INCLUDING FIBER ROLLS AND

BLOWN STRAW.

ITEM LB/ACRE

STRAW 4000

ORGANIC BINDER 200

6. SLOPE PROTECTION-ALL SLOPES OVER 3: 1 SHALL BE DESIGNATED TO BE PROTECTED WITH AN APPLICAllON OF A TWO STEP PROCESS. INSTALL MATERIALS IN THE FOLLOWING MANNER AND RATE:

...l.lliL LB /ACRE

STEP 1: BLOWN STRAW/WHEAT OR RICE STRAW

STEP 2: HYDR-TACK

PAPER MULCH 500

ORGANIC BINDER 150

7. THE CONTRACTOR SHALL KEEP MAINTENANCE, INSPECTION, AND REPAIR PROCEDURES TO ENSURE THAT ALL GRADED SURFACES, WALLS, BERMS, DRAINAGE STRUCTURES, VEGETAllON, EROSION, AND SEDIMENT CONTROL MEASURES, AND OTHER CONTROLS ARE MAINTAINED IN GOOD AND EFFECTIVE CONDITION AND ARE PROMPTLY REPAIRED OR RESTORED WHEN NECESSARY. ANY DEWATERING SHALL NOT BE DISCHARGED DIRECllL Y INTO

THE CREEK.

8. ALL DEWATERING MUST BE CHANNELED THROUGH AN APPROVED SEDIMENT BARRIER PRIOR TO DISCHARGE.

9. CONTRACTOR SHALL REFER TO AND COMPLY WITH THE SWPPP FOR ALL EROSION CONTROL MAINTENANCE.

CONSJUCT TEMPORARY

CONC~~TE WASHOUT

SECURE WITH WOOD STAKES AT 4' CENTERS,NEW BRIDGE & ROAD 5N01

FOR FLAT GRADES STAKE AT 10' CENTERS.ELEV: 6954.00, SEE SHEETS 8-13 NEW RAILING (TYP)

SEE SHEETS 8-13

WATER LEVEL (APPROX.)

5N01 ROAD APPROACH crc=r=-=-=r=::n::::::rc~6r=:n't:=-c=-=-=rr=::n::= 5N01 ROAD APPROACH

NEW WINGWALL (TYP.)

BLOWN STRAW AND ORGANIC

BINDER SCATTERED EVENLY,

PROVIDE ADEQUATE COVERAGEEXISTING CREEK BEDTEMPORARY FIBER ROLL AND BLOWN

STRAW TO PROTECT CREEK FROM DEBRIS

DURING CONSTRUCTION AND KEEP WORK

AREA DRY. TO BE REMOVED AT END OF

CONSTRUCllON, INCIDENTAL TO PROJECT.

ROLLED FIBER WATTLE (FIBER ROLL)

PROPOSED DIVERSION & EROSION CONTROL SECTION INSTALLATION DETAIL

(N.T.S.)(N. T.S.)

1-12'----1

,1· ·1·· ·

D

· · ,.Q'/'" "A. ~" t t~

IRON ROD TO SEGURE ;.· HAY BALES (TYP.)

NOTE: STAPLE DETAIL

CONTRACTOR SHALL RESTORE THE WASHOUT AREA TO (No Scale) ORIGINAL CONDITION AT PROJECT COMPLEllON AND SHALL

BE INCIDENTAL TO THE PROJECT. TEMPORARY CONCRETE WASHOUT

(N.T.S.)

PACIFIC SOUTHWEST REGION

Sheet Title Sheet Drawn

Design

LAR STANISLAUS NATIONAL FOREST EROSION CONTROL ANDLAR

RCReviewed Project Name DIVERSION PLAN C5 Approved tAB UPPER NIAGARA CREEK BRIDGE Scale 1" = 10'-0" of 14

2arlson Projects\USFS Dwgs\Upper Niagara Creek Bridge\C5-UNCB-EROSION_CONTROL.dwg, C5 - EROSION CONTROL (34x22), 7/2/2009 2:37:49 PM, 11x17, 1:2.06269

INSTALL (3) TYPE Y' DELINEATORS ---,,__

AT 50' SPACING (TYP.)

(EACH SIDE OF THE ROAD)

INSTALL EXISTING R2-1 (5 MPH)

ON BRIDGE, TYPE 3 (OM-3L) AND

EXISTING (1-3) UPPER NIAGARA

CREEK SIGNS.

NOTES:

1. RELOCATE EXISTING R2-1 5MPH SIGN TO THE NEW

LOCATION AS INDICATED ON PLAN.

2. INSTALL DELINEATORS ON EACH SIDE OF THE APPROACH

AT BOTH ENDS OF THE BRIDGE AS SHOWN.

3. INSTALL R2-1, 5 MPH ON THE SAME POST AS W5-3

4. RELOCATE EXISTING UPPER NIAGARA CREEK SIGN (1-3) AND

POST TO THE NEW LOCATION AS INDICATED ON PLAN.

5. REMOVE (2) EXISTING R2-1 (10 MPH) SIGN, AND DISPOSE OF.

6. SIGNS TO BE USED REFERENCE THE LATEST EDITION OF THE

"MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS

AND HIGHWAYS".

7. SELECTION AND PLACEMENT OF ALL SIGNS SHALL BE SUBJECT

TO THE APPROVAL OF THE CONTRACTING OFFICER (CO).

8. RELOCATION OF EXISTING SIGNS AND POSTS ARE INCIDENTAL

TO THE INSTALLATION OF NEW SIGNS, PER SECTION 718.

NOTE:o 0 RELOCATE (2) EXISTING R2-1 (10 MPH) SIGN

POSTS, 175' BEGINNING OF APPROACH TAPER, REPLACE

EXISTING R2-1 (10 MPH) SIGN WITH NEW W13-1

(5 MPH) AND W5-3 SIGNS. PER "MUTCD 2003 EDITION"

1~---25'----l\ \ TO FIRST DELINEATORo H SIDE (TYP.)

AT 50' SPACING (TYP.)

(EACH SIDE OF THE ROAD)

::=:~§s=1r"'===<b=""====''==-==1",,===,\=+~~~~~:::=-_b====-============-~=====::::::::::::::=='''"'\ INSTALL (3) TYPE "L" DELINEATORS

.-!iN 01 ROAD A.2PROACH 11+00-+----

INSTALL EXISTING R2-1 (5 MPH)

ON BRIDGE, TYPE 3 (OM-3L) AND

EXISTING (1-3) UPPER NIAGARA

CREEK SIGNS.

INSTALL EXISTING TYPE 3

(OM-3R) ON NEW BRIDGE,

SEE BRIDGE PLANS, SHEET 6

0' 10' 20' 30'

C6Reviewed RC Project NameR-5 Approved M8 UPPER NIAGARA CREEK BRIDGE Scale 1" 10' -0"PACIFIC SOUTHWEST REGION of 14

::arlson Projects\USFS Dwgs\Upper Niogara Creek Bridge\C6-UNCB SIGNAGE.cwg, SIGNING PLAN (34x22), 7/2/2009 23807 PM, 11x17, 1:2.06257

...... • _._._ •.....•... <0 .• ViHENPALCINGNEViASPHALT 6958 7'98'q_7'43'~1~9'17' . 2:59'.'

6958 - - - -'- --' -----;---

REMOVE 4" OF EXISTIN{ 0 :;; 3" ASP ALT CONCRETE

AGGREGATE SASE AND u=; :fl tSCARIFY SEE SHEET C3 Gl m 6953.56 6950• \EXI~TING GROUND 6950 :

5 ' '"' '"' -1 60/69 4 -~ /:~ 7. - '7 T - . --'-.!! ,/ 2% __ •. ___ --c-c-C .~~. :. •.•. 6954

6946. . .6946• 6952.8. · ·69506950 .. . .. DRAINAGE SWALE 10+50

6946. · .6946

9+50

.... -•....... 1().32'iFF············'10'()();~""""'" ;()~O();:U:;()'16; ..

6958 •. . . . . .. •... .. ................... .. 8,08'· 8.08': . .. . ................ . ..m .. . .... ·6958

O'!

...~ . NEW WIN~WALL. . ..... r.. .... ~~KOS~:6G9~4.00 ·IN· WWINGWAlL . .... PLACE CLASS '3'· ,6958 Gl .... . RIPRAP (TYP.) . 69546954 •. '<0

.. ·6954 EXI

6950 ST GROUND1 ~a::::'+-'F;;::;;~:2.1£f'!

..• 6950 ... NEW SRIDGtABUTMENT .

6946. • 6946 sonOM OF FOOTING = 6945.8

6946. · .6946

10+429+00 END BRIDGE

• ~16J7' • 6958 •. · .6958

. ..••••••••• 1 •••••• S.OS'T8.08' •.

.•. NEW· BRIDGE 6954,OQ

.69546954 •:::--_Jg'OO ~-''':~1~''']).+-.J::'7'''''' .•..•~ •.••• ,::: AP.P~9)<,. wATt;R .~:.

El. - 6949.1 . . .

DRAINAGE SWAL!:;. ••• 6950 •. ' .. .. ..'. ...... - . rAPPROX.CREEK. BED . · .6950

6950 . .... . MATCH EXISTING. . : 6950 /:.... EL. = 6947,0 .

. GRADE 6953.09 . . . .. :-. - , . .>

6946. 6946 6946. . ..• 6946 10+21

8+96 <t BRIDGE

BEGIN PROJECT

.......... - ....... f·····'i().()b;~""""'" ;b~Ob;:r:"-;b'16:

•........ 1(),32'7f' .

6958 •. ... ... .. ...... ..... 8·08'·· · ..808'· .. ' ........ . . ....• 6958

. 69586958 •. . ...~ • NEWI\1NGWALL. . ......r.....• ..... .. ~~KB~ID6G9E54'00 I'N WWINGWALL . .... PLACE CLASS 3' ~ . Q~ .

(j) ., - ... RIP RAP (TYP.) 6954

6954 • <0

6954, . ..• 6954 6950 •. EXISTGRO.UNO 7.. ~.a::::~f;;2;;::;;~:2.1.:.¥!.

· .6950- ....... NEW BRIDGi!:' 'ABUTMENT .

6950 . ... : 6950 PLACE CLASS '3

RIPRAp'"

6946 •. 6946 sonOM OF FOOTING = 6945.86946. .6946

8+75 10+00

BEGIN BRIDGE

_____L"..C ___ STANISLAUS NATIONAL FOREST CROSS SECTIONSDesignFOREST SERVICE

AR

C7Reviewed RC Project NameR-5 Approved MB UPPER NIAGARA CREEK BRIDGE Scale 1" = 5'-0"PACIFIC SOUTHWEST REGION of 14

:::arlson Projects\USf-S Dwgs\Upper Niac;aro Creek oridc;le\C7-UNCB-XSC:CTION.DWG, C/-XSEC~IOI'jS (34x22) (1), 2.4C.56 PM, 11x17, 1.2.06265 http:S.OS'T8.08 http:KOS~:6G9~4.00 http:695.3.91

... 'D' ..... T .. . .... 1>.49' ..... i6.52'~· 6958 6958 ...... ::g..... <3" ASPHAl.T CONCRETE' ..... ':;".. .

.. :;] ...... <....... \"MATCH .EXISllNG "'N' m . . GRADE =6953.21 "" . .. m~...

6954-;.- .__:~ ~.~ .~. '-'-C. '-.: _ .......... : ........ :. -4.1;"£ . .<0 6954

6950, 6" AGGREGATE .BASE.~... : 6950

6946. 6946

11+21

END PROJECT

6958: ...... : 6958

........ : ......... :. .... . ...~ :~~\;"'~""'+-695334·:·····"~;:;;tN :·

.. EXISTING PARKING ...... :;] .. :

. .... : 69546954 :....:..:..:..:..:~ ~ ~~-=-~-= -= ARiA:...:...:. ~ ~ _ ~

~.. ... •..... . .... ".' 5,'8%'· .. '.:' ...... ?3 '.:'

.. ~.''::6'"'".""AGtG=RE=G~A=TE=B=A=S~Ei#'.~ •.~.~======~'-:-="".",,-;

6950 ,6950

6946 6946

11+00

Sheet Title Sheet Drawnu.s. DEPARTMENT OF AGRICULTURE LAR STANISLAUS NATIONAL FOREST CROSS SECTIONSLAR

C8 DesignT FOREST SERVICE Reviewed RC Project Name

M8tE!~l) R-5 UPPER NIAGARA CREEK BRIDGE ScaleApproved 1" = 5'-0"~ PACIFIC SOUTHWEST REGION of 14

::: orison ts\USFS Dwgs\Upper 1\ ogara :::reek Bridge\C7-UNCB-XSE:::TION.DWG, :::7 XSECTIONS (34x22) (2), 7/2/2009 2:39:34 PM, 11x17, 1:2.06269

Bridge Length = 42'-0· 25'-0·

ITEM NO.

15101 *20305 20801 20801 20803 25101 25116

I~-@~~~~~~-=~~~==~~~~~ 55201 55.301

.1-, Q< Bridge &: Road 5NO 1 '"

55401limit of Asphalt \ '-""""''---'-''-~~~-- - -- - ---'- -----.='--pavement_____

Wing B

Object marker 6960 location (typ.)

£I. 6945.8

69.35

55601 56401 6050.3 61701 61702 61706 63306

,. Pay It:em 20.305 consists of removing the existing 16'x39' concrete bridge, PLAN Wing D piers, abutments, and stone masonry wing walls, and disposing off of ForestScale: ,.", 10'-0·

Grade ox

Final profile at Q< Bridge = existing

Place Class 3 rock slope protection thick on bedrock profile at 8. 6947:1:

ELEVATION

Scale: ,. = 10'-0·

Service land.

1'-6· 1U:1 fill slope araund abutments up to 8. 6952.0. Embed upstream/downstream tie-backs 1'-6· deep. Place Type IV-C geotextlle fabric under riprap.

ESTIMATED BRIDGE QUANTITIES

DESCRIPTION

Mobilization Removal·of structures &: Obstructions Structural Excavation Structural £xcavatlon, Bedrock Structural Backfill Placed Riprap, CI. 3 Geotextile, Type /V-C Structural Concrete Class A (AE) Precast Prestressed Concrete structural Members, 1'-6· x 4'-0· x 42'-0· Voided Slabs Reinforcing steel steel Bridge Railing £Iastomeric Bearing Device Geocomposite Sheet Drain System Bridge Approach Rail System G4, Type II, Class B

QUANTITY

Lump Sum Lump Sum

77 C.Y.

18 C. Y.

65 C.Y.

15 C.Y.

35 S.Y.

31 C.Y.

4 £0 •

3,410 Lb.

80 LF.

16 £0.

4J S.Y.

100 LF.

Terminal Section Type G4-CRT with, Concrete Anchor 4 £0.

Connection to Bridge Rail structure 4 £0.

Object Marker, Type 3 4 Ea.

HYDROLOGY AND HYDRAUUCS

Mannings coefficient n=O.05 Drainage area = 4.77 sq.mi.

stream slope = 1.5% Precipitation, P=5J in. per year Q,()()= 1,300 cis; 8. = 6951.0 ft.; V = 8.2 fps

GENERAL NOTES:

TOTAl.PROJECT NO. PROJECT NAME SHEETS

STANISLAUS

7'-8· t=== Q< Bridge &: Road

I

1'-6· x 4'-0· x 42'-0· Precast prestressed voided concrete slab unit, 4 places

1YPICAL SECTION

Scale: 1/2· = 1'-0·

SP£CIFlCAT70NS: Design: AASHTO standard Specifications for Highway Bridges, 17th Edition - 2002. Construction: standard Specifications for Construction of Roads and Bridges on Federal Highway Projects, FP-O.3, With Forest Service Supplemental Specifications.

DESIGN LOADS: Dead Loads: Concrete = 150 PCF. Asphalt wearing surface = 25 PSF. Earth pressure pressure equivalent to a fluid weighing 36 PCF.

live Load: HS 20-44. Snow Load = 310 pst. Snow Load and HS 20-44 live Load not combined • SEISMIC CRfTERIA: Acceleration coefficient = 0.17g, Importance classification = II, Seismic Performance Category = B, Soli Profile type = I. Site coefficient = 1. O.

CONCRETE: Cast in place concrete shall be class A (AE) and vibrated, with a 28 day compressive strength of .3,500 psi. Unless otherwise noted, chamfer all exposed edges 3/4~ Exposed surfaces shall have a Class 2 rubbed finish. Additives containing calcium chloride shall not be used.

PRESTRESSED CONCRETE: Prestressed concrete shall be class P, with a minimum compressive strength of 6,000 psi at 28 days. Minimum compressive strength at the time of transfer of prestress force shall be 4,500 psi.

R£lNFORCING STEEL: Bars shall conform to the requirements of AASHTO 1.131 (ASTM A615), Grade 60. Unless otherwise shown. minimum covering to face of steel shall be 2~ Placement tolerances shall be in accordance with CRSI Manual of standard Practice. May 2003.

PRESTRESS STEEL: Prestressing steel shall be Grade 270 and consist of a 7 wire low relaxation strand of 1/2· diameter, produced and tested in accordance with AASHTO 1.1203 (ASTM A416). The initial.tensile force applied to each strand shall be 31.000 Ibs. The final effective prestress force remaining in the strand after all the losses is estimated to be 25.600 Ibs.

MISCELLANEOUS STEEL: All plates. shapes. and rads shall conform to AASHTO 1.1270 Grade 36 (ASTM AJ6). Baits shall conform to AASHTO 1.1164 (ASTM A325), and be hot dipped galvonized. All steel shall be hot dipped galvanized per MSHTO 1.1111 (ASTM A123) or AASHTO 232 (ASTM A15.3) after fabrication.

71MBER: Timber for the approach rail posts shall be solid sawn. rough. Douglas Fir Larch, No. 1 or better, conforming to AASHTO 1.1168. The posts shall be pressure treated with copper naphthenate in heavy oil, in accordance with AASTHO 1.1133 and AWPA standards CI, C2, C28. P8, and P9.

Net retention shall be 0,05 pc" with a maximum of 0.07 pc" as copper. Treated materials shall follow the post treatment requirements summarized in "Best Management Practices for the Use of Treated Wood in Aquatic Environments· (WWPI 1996) to ensure all surfaces are free of excess preservative. and chemicals are adequately fixated in the wood. All treated wood members shall be BMP certified by an ALSC accredited inspection agency. All wood members shall be cut and drilled before treatment. All field dn7/ed holes and cuts shall be field treated. Lead holes are required for all bolts.

PRESTRESS MEMBERS: Prestressed units shall be manufactured as detailed on the plans. Units shall be kept upright at all times and shall be supported at ends during tronsportotion and storage. lifting devices shall be located at the ends of the units and are the responsibility of the contractor. Deck surface shall be glven a bridge deck float finish wlth a transverse coarse broom texture. Exposed aggregate finish to be detailed on shop drawings. and example calor photo submitted for approval.

ELASTOMERIC BEARINGS: Bearing pads shall have a Durometer hardness of 60. AASHTO Design Method A. Grade 3.

BEARING STRESSES: Allowable foundation bearing pressure = 20,000 psf (Bedrock). Maximum' calculated bearing pressure = 2.740 pst.

DESIGNED C. ShieldS. PrE. U. S. DEPARTtolENT OF AGRICULTURE DRAWN Z Hilliard Jl.&.TE V9IQ8 FOREST SERVICE

REGION FIVE

CHECKED N. Tipton. PE Jl.&.TE 4Ito/Q8 I-~----------------I

UPPER NIAGARA CREEK

- - - Final contour ---- Existing contour

Jl.&.TE +110/08

BRIDGE

~ '" <;:) in.... ~!B !B <0 ~

= 41'-0,·

!B

Section 4. Township 5N, Range 19EFOUNDATION PLAN Scale: ,. = 10'-0· lUTALPRO.JECT NO. SHEDS

STANISLAUS

Geocomposite shfHIt droin w/ 4·' perforated PVC droin~ '~:· erg.(SJmm. ..... c_' /6 0 "-a· >' ffr 6·

S·....Varie8 / / EI. 6954.00 ~h~~.r:;-Back fill ____-16J I 14 ties 'I

/ , ~., x 2'-3" Dowel 14 0 "-O·r. ::::

, '/2· Exponded palystyrene / around pads, secure with -,=,EIe:<,~"-......6S""S2,,",,,.2""_to!!!!!l!:--/6 0 ''-a· F.F. J~ approved adhesive /

'---J 14 0 ''-a· N.F. ;"-2" ~ 16 0 ''-a· F.F. tIOcomposlte sheet droin, tJp. 6~. /4 0 ''-a·

~ (tot. '2)

• JL 14 0 ''-a· N.F. • sq. Aluminum or galvanized

., steel wire '/4· mesh hardware ~J ;"-2" cloth with 0.025· min. wire dla.

4~· 4~" /4 0 ''-a· ~1'~;'.. Jl~ .._T'2 , ,~",T "''''----- 4·' Perforated PVC underdroin6·---Varie8 .... ,'-;'.:1: tJp. ontinuous 2x6 Key construction joint to /4 0 ''-a·

14 x 5'-S· 10·

EI. 6947.2:1:

/40 ''-a· d •:----- Sawcut weathered bedrock an exposed • 1

EI. 6945.S

14 x '9'-8· footing edges Weathered bedrock

Weathered bedrock (tot. '6)

ABUTMENT SECTION TYPICAL WING SECTION

ScaIe:'/2· - "-a· 'Scale: '/2· - "-a·

Galvanized guard angle ~ erg.

20'-0· Asphalt wearing su

EI. 6954.00 "-4 '/2·

. ,~. x r x r . Elastomerlc pads. ~~~~:::=!=3·'. x "-6· sleeve in slab. After transverse tie rods have

Secure to bridge been tensioned, fill slHve with non-shrink grout at Abut , •toonly. At Abut 2, plug the sleeve' with 3·' polystyrene to 2·seat. with approved ABUTMENT PLAN below the top of the dowel, then flU to the tap of the slHve with poured rubber joint sealer.

adhesive (tot. S per abut.) Pads 60dhardness___ •to

, ~., x 2'-3· dowel per ASTM A449. Locate one at CfHIter pa~tyrene material under of each slab panel at both abutments. Extend, '-3· above slab panels ct around

,~. x "-a· Expanded seat. 2·' hale may be core drilled after bridge seat is bearing pads. Secufll to constructed to focOitate slab' panel alignment. As seat with adhesive. alternative, 2·' hole may be pre-formed into concrete seat.

Abutment'__----J'---+----' Grout dowels Into holes with non-shrink grout. tIRD1 Bridge dote shall be located on wing "0. only.

CONSTRUCTION DATE DETAILDECK PANEL AT ABUTMENT

Not to scaleScale: ,. "-a·

9'-6· ".------- Symm about ~ Abutment

,'-". S'-,· ~. S'-,· "-,,. Construction 3'-6" 14 0 ''-a· N.F. 6)=:;.

dote an :11

Wing "0. an(y_ '8 N.F. .11 '«.

r

10· /4 (tot. 4)_ \Is 0 , '-a· F.F. s~. ~~~ ~ ~~I-st_eel__,shf_~-m,.,-:---LI-.--.-i ,. Expanded polystyrene. secure I , ~., x 2'-;'· DoWel, • ~ -ttot. 2)

EI. 6954.00 "

r--;

with approved adhesive I EI. 6952.2' at {i EI. 6954.00 ',~~-j r-- r---- ( IS F.F. '1 - ~. - ~ I 10· I tap o~ concrete I- (tot. 2) s (tot. :52)_ /4 6,....-",· ~ i-Irn

· '--- r-= f=r -::;:: I- ~ 1 ~- 1t(tot. 16) ''-a· 140 "-a· L....-_.___...J,,: _ I~ ~ / N.'4

F.

(tot. 6) I-

6., /6·

U U U UI"- I 19'=;0-· • to .F. (tot. 6)_ ~ • ~tlZ;.kl1~,__ ,ft:-J~jl

.1 ~ .F. (tot 6) ~ to .1L/~____ :'I tJp. 3 places (16 required)II)r- l-

- - ,-1+ r-- - - --

I I

- -- ,I,.

/ - " 8 F. J/6 , r-- I

ELASTOMERIC BEARING PAD

J Scale: ;,. = ,'-0.'f'

2 places • I I

Weep ,J. +

~ I DESIGtED C. Shields, P,£ DAlE iOMll U. S. DEPARTMENT OF AGRICULTURE

.1" DRAWN Z. Hilliqrd DAlE ofNfJIJ' FOREST SERVICE.... "\ / L/40 ''-a· N.F. '6~" RlIIIOH FIVE EI. 6945.S 945.S J: :1 CHECKED N. rmton. PoE ..t--__::=="""7.~:_:_=:____::=:=:_-_tDAlE:.ifli£lf~MlIEI. 6 16 0 ''-a· F.F. S""'--rL/4 x '9'-S· '0 -0· t-_____~----i---~-=U.::..P.:...:PE=R..:.....:..N:.:IA.::G::..A::.:R::..:A_C=R~E::E:.:.:K~_I

14 x 5'-S· L/4 0 "-a· NF (tot. '6) ..u..

5'-0· (tot. 22) 5'-0· RECOMMENDED: BRIDGE16 0 "-a· FF' (tot. '6) €WQi' ~iQa '~

20'-0· APPROVED: ABUTMENT DETAILS

...GeoI1-l11'1/11;i;;;l~~"f;ilI{il:iilfilf~-e......... ....,£"---1WE :fIUJ4NJ

BRIDGE SItEEL....Z....ABUTMENT ELEVATION TYPICAL WING ELEVATION I=====::;:~~~~~~~~~~~~~ DRAWING NUMBER'/2· = ''-a· Scale: '/2· - ''-a·Scale: ~.. R-1593-G2

55301.

~C

TOTALPROJECT NAMEFOREST SHEEIS42'-0"

STANISLAUS

6" ~~ Brg. & ~ 3"_ sleeve 3/8"

14'-0" 14'-0" 14'-0"

~ Brg. to ~ Brg. = 41'-0"

.4 shear kBy on face of exterior panels

3/4" r-;--,--....I--, f-tr-+---.

•C) n liff tr~ 1:1 r--r.op surface of deck ,I I nl I~~ I I ~\l- I I~~ I I ~i' I I UI In L \ -d~ yr pane/s shall be given 1" x 4 U" x 4 U" Plate washer with hex nut C'Ij a float finish with a r-- -- I I I I l tranSverBe coarstJ "_ full length sleeve it

~ Tie rod and hole•10•C) I II I \ _1 1 .I III \ -:... 7/8"_ x 16'-6" rod

<1~ L 2"x2"x1/4"~ I III I II [ \ =1 ~ •Q) d ' threaded 3" at each end

II \ x 3'-11~: typo <1, d',

• I I 111I I II l \ -1 I C) C) I I tifJJI;.

1 · ,I

Payment for tie rods is

~ ., l' 6" I I 1111 I II r \ --l included in pay item 55301.

typo

I TIE ROD SECTION SHEAR KEY DETAIL

CII \

CII

Scale: 1 1/2" = 1'-0"

I I

I I 1111 I I r \ 1 I

1--- - ... \ 1I II I• I I rC)

,I C'Ij HI Inl 11t I I Inl IU I I UI lUI I~,~ Ri,ock out voids at

10cation of raN post connections, see drawing R-1593-04

~~ Bridge rail post, typ, 4- 1'-6" x 4'-0" x 42'-0" precast~ see R-1593-04 for detail prestressed voided concrete slab units

1'-9" 7 Spa. 0 5'-6" = 38'-6" 1'-9" Fill 0 10"2" 7" r 6" 'V'PANEL PLAN Work paint:::::]

Scale: 3/8" = 1'-0" r-15, 4 Each end C 4 Corner bar 3/4" Chamfer.

14'-0" r- 0" Symm. abaut typo - -F~ Tie rod V- ~ of span ~"_x2" Headed concrete anchor stud 01'-0":1:2, 14~14 stirrup spa. 7" 7" 6" 23 Spa. 0 10: >= 19'-2"/2" Place first and last stud 2" from edges. studs

14 stirrups spacing •10 conMcted to angle with complete penetration

f-- ~

&8attom. f$-I

1 II- I- - - - - 1-- -- - I- -

I"11/4 f

I'-- - "~

L ~ 716"' holes at 1'-6":l:o.c.

• in vertical leg only. Holes 10 are for nailing to forms.

L - - - - - 1-- -- T -b - - -- L..'-a" 15 ties~ L2"x2"x~'X3'-11 ~"

6" 14 top & U"- strands ~ 3"_ hole for 7/8"' rod Centered on f-=-- prestressed voidedbottom

. '4'-0"

4U". After tie rods are ~ 3"' x 1'-6" sleeve

9 1/2" 1'-2 1/2" 1'-2 1/2" 9 1/2" tensioned, grout keyways {Ie ]~ wfth non-shrink type panel & sleeve

8"

Symm. about ~

2'-0" NOTE: Tie rods shall be 7/8-inch diameter. threaded 7/8-9 UNC by 3 inches on eachgrout with a min. design3'-8" 14 0 ea. comer end. The tie rods shall conform to ASTM A449 high strength steel. A direct tensioning

14 stirrup strength of 5,000 psi.

indicating (Dn) washer. 'conforming to ASTM F959, shall be located on one end of the rubber joint sealer.

Fill top 1" with poured tie rod. On the other end of the tie rod, a hardened steel ASTM F436 flat circular washer shall be used. To complete the assembly, a heavy hex nut conforming to ASTM rfi'==-t----t-.....-!=r=ft:::::.,.---.:r-----t==~bJt_.l_14. 3'-8" • A194, and a 1-inch ASTM A36 plate washer shall be located at each end of the tie2- 1/2"' strands•Q) rod. All hardware shall be hot-dipped galvanized after fabrication. Before grouting the ~ voids slab keyways, each tie rod shall be tensioned to 39,000 pounds using a socket wrench• {I I{

10 on the nut with the flat washer. Tension Bach pair of tie rods to one half of the ,I ~'0- 1/2"_ strands specified tension before proceeding with their final tensioning.2" clear

10- 1/2"' strandstypo 0 sides•Q) ~ voids DESIGNm C. Shields. PoE DATU.Lt.QiQ,L U. S. DEPARTMENT OF AGRICULTURE DRAWN Z. Hilliard DA~ FOREST SERVICE

REGION FIVE

Symm. CHECKED N. Tipton. P.E. MlULUU!14.r----------------I

6" • • Coat ends of panels

3'-0" ... 3'-8" Cisq~ ~fk..e&- DA~f---------------I - 3'-0· (Totol 22- 1/2"' strands)

SUPERSTRUCTURE

BRIDGE SHEEt........aL..-L

R-1S93-03

S! •

It)

TOTAl.FOREST PRO.JECT NO. PROJECT NAt.lE SHEErS15 6x4x.25xl'-0" metal box spacer 25'-0" (typ.) 7 Spaces 0 5'-6" = 38'-6" Object marker

STANISLAUS

" location (typ.) See(Approach railing) (Bridge rail post spacing) R-1593-06 details on drawing RAlUNG NOTES.'

1. Posts shall be vertical.'1"11 x 2" stud w/

2. Rails shall be parallel to vertical grade. 1~"x~"xO'-I~" plate washer

1/4" Plate washer 3. Contractor shall provide shims to align posts. and lock washer. 1 Y,6" x 1 o/r6 "

4. Tubing shall be continuous over not less than 3 " hon'z. slotted holes on end bn'dge \ intermediate posts except as approved by the Engineer.rail posts. Do not put holes for

~ ·11 bolt with reflectors on these posts.

3Saces II

2Sacesll 3'-1 ~"

/\'@--'!;1---LtL.~..JIIIIIiI;,....-..;I~"""""""""''''''''''===''=====!i==-oii~~.~__ - ~ 5. Galvanize all items in raD a$S6mbly after fabrication. All hex nut, cut exposed edges of tube ral7s and posts shall be ground washer and lock smooth before galvanizing. tr Bridge ct: Road 5NO 1"'" End Brid e Iwasher, 2 places '- __.....,~-.:::!.~ 10+4 • _-+- 6. Stud bolt nuts shall be torqued to 175ft.-lbs.

7. Anchor bait nuts shall be wrench tight.

ASSEMBLY ~ 8. Bolts shall comply with AASHTO M164 (ASTM A-325)I

9. Rods and bolts shall have heavy hex nuts.

1'-0" ~~~~~~~~~=-~-P~~~~~"---LT

15 6x4xO.3125

10. 1/4" Diameter drain holes shall be provided In bottom penetration Complete

_._.J 70'-0" Radius face of closed end of each tube.

I'. "Plates and posts shall be AASHTO MI83 (ASTM A36).

Tube shall be ASTM A500 or A501.

12. RaDs shall be shop bent.

'3. Ends of tube ral7 shall have rail cap.

= 6'-3" (typ.)~;fl SEJJfJ!J. RAILING PLAN

Scale: I" = 10'-0"

METAL BOX SPACER DETAILS

1'-6· I,.--J No Scale f-------''--=-----.-I~ ~ Post

1/2· 3 3/4" 4 1/2"6"x6·x ~. Steel plate Top of rail ~ washer

I--'-II--+----'---

~6"x4~" slot• ~6·11 Hole at %"11 bolt withS! at outside face ·--'----altemate posts ~ and lock washer.Asphalt paving of rail

End past %. Nut may be rep/aced 8" W6x25 Post for reflectors

W6x25 with dn7/ed and tapped hole

• • 3!0 "x%

15 4x4xO.25 ra~

1'-"6· A-325

(with

.y

__-f:;::::::""'_--,L.J stiffener see "detail

·xO'-8" in sleeve <0 Pla1e washerJ .1 "X•

Sleeve formed of ¥,6· plate.., 2-2"xl y,s" I"" x PLATE WASHER RAIL CAP DETAILS bent as shown for sliding fit slotted holes rods (threaded both inside of tube. Tack weld %. SleeNo Scale nut inside of sleeve for %·11

4.

~6'" hole ends) "total 2 near side.

sideBlock out voids at past connection RAILING SPLICE DETAILS

Scale: , 1/2"=1'-0"<"I ·

(2) ~." Inserts ___ 1~"x~"xO'-I~·

POST SECTION RAILING SECTION

Plate washer

F1ange W6x25 post

15 rail

Rail splice Scale: 1"=,'-0· Scale: '·=1'-0"

--:>,,---~ .. Cope, typo

IC 2 3/4"x3/8" tr Rail post

~ stagger rail splice

Rail splice Stiffener each A A side of web ____

---ff---Cut tr Railpost

%"11 bolt, washer, and lock washer as shown•"l RAIL SPLICE LOCATIONSECTION A-A Scale: ,".,'-0·

U. S. DEPARTMENT OF AGRICULTUREDESIGNED C. Shields. P. E.tr Posttr Post FOREST SERVICEDRAWN Z HilliardBolt REGION FIVE CHECKED N. Tipton. P.E.Lock washer Complete UPPER NIAGARA CREEKpenetration butt washer, typo weld RECOIjIjENDED:

Clip or fabricate from steel angle or sheet stock

L 3"x3·x¥,6"

Reflectorized tape (wrap araund both faces)

" 1/8" BRIDGE

15 rail DATE i!/!Q/OB~q£t:a Yi£2a-_ e&....2 3/8" I 1~ I i 1, J/2"Reflector. APPROVED: RAIUNG DETAILS

~G~eQ!.!lrg.~~d,l.~~,:,y,lEf:~, ......'''''E.'---_DATE :fI!plQR..LP BRIDGE SH~---L-DETAIL "x" REFLECTOR DETAILS ~ STUD BOLT DETAILS DRAWING NUIofBER

Scale: 3· = 1'-0· R-1S93-04--., ~. Plate washer.

http:4x4xO.25

See Ral7ing Details Edge of Toe nail with 1 - 16d galv. nailsheet for radius roadway an each side of the block

S-xS-x1 '-2 rough D.F. , _ block 2 -0 min.

Railpost.~nnm~ B~n~!ge:::J::'==~~==~~~========~~~~~::::::~~~~~::::::::::~}Begin flared approach railing. ___~

•~ ~-../ ... APPROACH RAILING PLAN I<)

,I • C\j 110 5/S-_ Carriage

,I1 E3 3- -E::3 ;;;;>=:.pj- For "Metal box spacer- details bolt w/ hex.'------==-- Metal Beam guardrailsee "Railing Details - sheet - nut'I 2'-6

=1"11 III I Ground line I_I• ---.l.......A ~ or shoulder .

r--rr~-t----r~--------~_+------~~~--------~+_~---- 0,I i') ~ surlacmg

I II I I II I I I II II I I II

: :LS-xS-X5'-6I I I II I II IIII~IIII -'--______ L -.J rough D.F. post

~_~~-U~ L..U L..U L LIU L UI.J

APPROACH RAILING ELEVATION f:~~;: Concrete APPROACH RAILPOST I~ holes for 3/4 - A _ H.S. bolts v (tot. 2) TERMINAL CONNECTOR 1 -_x7"Long stud 1 '0/,6 - 5 1/16 post, trim 3/S-

3/S-swage connected. '_ t. beS-xS- D.F. tm.mMdlength ."~ ~ ['/40 to fit 29/32-x1 ~ - Slots for spllcebo/ts

Tenninal connector L-~L____~__~J~lllllwllllll~IIIIII~IIIIII~IIIIII~IIIIII~lllIIllwllllll-1111111IWIIllIWIIllIIWIllIIll~IIIIII~I.IIIII~IIIIIIWIIIIIWIlIIIII~IIIII(L.~I~I-"i--~c-~

~ ~ SWAGED FITTING AND STUD

S-xS- D.F. post

5/S-_ Carriage bolt w/ hex nut and cut washer

OPTIONAL DESIGN TERMINAL SECTION

Concrete Concrete Tenninal Anchor Anchor section see detail ~-BREAKAWAY ASSEMBLY PLAN

3/S-_ machine1'-0 bolts w/ cut washers on front face (tot. S)

ELEVATION TERMINAL SECTION

End post S-xS- D.F.

,---,,-_Cut washer

1'1 ~'Vjj l5-2 '-<>0' eon_-.,. 6x6 - W6xW6. .;:. .~.. ·1.. (two posts only) Port~and '. . ., .' ~ . cement concrete footmg l-:zrJ-....;,-I-,--:U"'"j-'''''-'-----welded wire fabric '. .' 4.

Fanned socket to receive 3- cl. (typ.) S-xS- post or S-xS- post wrapped wlth 2 layers 15 lb.TERMINAL SECTION DETAIL "x" BREAKAWAY ASSEMBLY building paper

TOTALFOREST PROJECT NO. PROJECT IWIE SHEETS

STANISLAUS

f:JfJIES;.

1. Steel Beam Guardrail shall confonn to MSHTO M1S0, Class B, TYPe II

2. Rails shall be shop bent.

Hex nut for 5/S-_ bolt

Either full penetration weld or bend to fit __-~

•I<)

1/4- Plate

5/S-_ Machine bolt with cut washer on front face at neutral axis of rail

1/4- Plate

"----'-_ ~ for 5/S- bolt on neutral axis

Metal Beam guardrail

SECTION A-A

PL 3-x2 3/4- x 1/2 1/4- weld all around

1-_ Stud

1 1/16-_ Hole in 1/2- plate ___

Standard swaged connection for 3/4- coble

ANCHOR PLATE DETAILS

11/16-1 2 1/4- J 1-.

Place reflector angle on each~~I ~ I . f-- 1- :::s- approach post. Bolt angle

I<) using railing carriage bolts.

L~·'75

• _ ReflectiveI<) i--f- - -sheeting wrap ail around•

S- angle surface - 7/S

REFLECTOR ANGLE FOR BEAM TYPE RAIL

DESlGllm C. Shields. p,E. DA1ULLr2tl.I/L. U. S. DEPARTMENT OF AGRICULTURE

DRAWN Z. Hilliard DA1ULit.OL FOREST SERVICE

REGION FIVE

CHECKED N. Tipton. P.E. DA1ULLr2tl.I/L.t------------------I

LY2q~ ~e&.. DA1E~4!L:I1!aoAQlI:l8ILI_-----------------1

APPROVED: APPROACH RAIUNG DETAILS

I-G=e=o=rg,=~=Il="=~:;:r~~~~~~~~::~~:j BRIDGE SHI- DRAWING NUMBER R-1593-05 http:DA1ULit.OL of

TOTALFOREST PRO.IECT NO. PRO.IECT NAME SHEErS Face plate: Fiber glass sheet 1'-0· or Steel sheet (20 gage min.) STANISLAUS or Aluminum sheet (0.050 inch min. thickness)

III 11\

1-----':

~ I ~H

'" <0\~

/ I

- ------rI[ ll1

III III

Face plateIII III III ~I

1 III III

II DETAIL X /

III III

Ir .... yI ( III III

- -W-t -j1J

III III '

III III ~I ~/~st... (_)

~ Marker Post S

0>

I DETAIL X

Scale: 6· = 1'-0·

1---r r ~lA

I 10 or 11 gage' __-I--H\

Rounded comers ~ ·/lx~. bolt Align edge (typ.)----' and locf washer marker with (typ.) face of rail

End of Bridge

Steel post

Approach rail of

J- C'I~- SECTION A-A

TraffIC rail- -- 1 Scale: 6· = ''-a· Road face Position Guiderail__ post marker near end of

I Steel post - BridgeSubgrade

-I I 1==111==11 1- 'I-TTl m- FRONT VIEW PLAN

-'-'--1 "'11III III

1[3I

-WfU.L

-'--------''-+-" MARKER LOCATION

Scale: ,~. = ''-a·I:l"'r:rlll II )

II II

~u_Y____~ MARKER POST

Scale: 3· = 1'-0·

FRONT VIEW

Scale: 3· = ''-a·

3-M

Black srn'tl8S_-____

Cover entire face with

•o ,I "'l

(or equal) reflectorized sheet. __~

(Left) (Right)

OM - 3L OM - 3R DESIGHm C. Shields. P. E. DAlF ./talA! U. S. DEPARTt.lENT OF AGRICULTURE FOREST SERVICEDRAWN Z. Hilliard illiTE VRIIl8

REGION FIVE

CHECKED N. Tipton. P.E. DAlE f(fplllBTYPE 3 UPPER NIAGARA CREEK

Scale: , ~. = , '-0·

BRIDGE