HomeMy WebLinkAboutLUA-04-064DATE:
TO:
FROM:
SUBJECT:
CITY OF RENTON
PLANNINGIBUILDINGIPUBLIC WORKS
MEMORANDUM
June 9,2004
Planning / Permits, City of Renton
Jason Fritzler x7245'~:?
Shoreline Exemption Permit (Monster Road Bridge Repair)
Attached are copies of the needed documents required by the Shoreline Exemption
guidelines. Please review these documents at your earliest convenience.
If you have any additional questions or concerns please give me a call.
47°28'07"
122°15'00"
NOTE: MAP AREA SHOWN ON THIS PANEL
IS LOCATED WITHIN TOWNSHIP 23 NORTH,RANGE
4 EAST AND TOWNSHIP 23 NORTH,RANGE 5 EAST
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ZONE X
WAY
13
CORPORATE LIMITS \J~\~----""""'" ~\~G C°it~10~ V/
:\'< Of
KING COUNTY ./ ex
UNINCORPOF.~TED AREA~
53p071
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CITY OF RENTON
530088
ZONE X
. RENTON WASTEWA TER TREATMENT PLANT
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19 .
JUN -92004
RECEIVED
47°28'07
122°13'07"
CITY OF RENTON
CURRENT PLANNING DIVISION
AFFIDAVIT OF SERVICE BY MAILING
On the 14th day of June, 2004, I deposited in the mails of the United States, a sealed envelope
containing Certificate of Exemption from Shoreline Substantial Development Permit documents.
This information was sent to:
Jason Fritzler Applicant
(Signature of Sende 1~::s..u~~~~~r:..Loo:::~:.:s.aIi:L.... __________ _
.............. ",'\\\ ~" .... Q.\LyN "'" ) SS ---~t'" : ••••••• 1(:..;'.""
COUNTY OF KING ) f "'OO~l/IISS/O~~O"",
# ... NO?".., ~\ ~ ~ , C'n : -"'-9 '!.. '" ~ I certify that I know or have satisfactory evidence that Stacy M. Tucker ~ ;!,: .¢~,.,"J,. i::~ =R ~
signed this instrument and acknowledged it to be his/her/their free and voluntary ~~h:!~tti~lJ~S ~a i
purposes mentioned in the instrument. "" o..c:··~'07 .... ~.!
I" ~ ••••••••• 0' ~ '",,~SHING~ ........ .
"\\ ........ .. Dated:&I--vt1oy
Notary (Print): __ ---nMA:;:;R~IL:~YN~KA:;=.;M:::CH~EF~F~------------
My appointment expires: MY APPOINTMENT EXPIR~C " "" ..
Monster Road Bridge Repair
LUA04-064, SME
CITY OF RENTON
PLANNING I BUILDING I PUBLIC WORKS
MEMORANDUM
Date: June 17, 2004
To: City Clerk's Office
From: Stacy M. Tucker
Subject: Land Use File Closeout
Please complete the following information to facilitate project closeout and indexing by the City
Clerk's Office.
Project Name: Monster Road Bridge Shoreline Exemption
LUA (file) Number: LUA-04-064, SME
Cross-References:
AKA's:
Project Manager: Jason Jordan
Acceptance Date: June 11, 2004
Applicant: City of Renton
Owner: Same
Contact: Jason Fritzler
PID Number: None
ERC Decision Date:
ERC Appeal Date:
Administrative Approval: June 11, 2004
Appeal Period Ends: N/A
Public Hearing Date:
Date Appealed to HEX:
By Whom:
HEX Decision: Date:
Date Appealed to Council:
By Whom:
Council Decision: Date:
Mylar Recording Number:
Project Description: The Monster Road Bridge is experiencing ·unusual cracks in the prestressed
concrete girders beneath the bridge deck. To remedy this problem, the City is proposing to place
longitudinal restrainers at the top and bottom flange of each girder. The restrainers will attach to
the girders themselves, extend through the pier caps and be tightened to a desired tension.
Additionally, a shelf (corbel) will be placed at the bottom of each girder in the vicinity of the cracks
to act as a fail-safe device. Once all of the bracing is in place, an epoxy grout will be injected into
each of the cracks to prevent weathering of the steel within the concrete.
Location: Monster Road at Black River
Comments:
EXEMPTION FILE NO.: !.
PROJECT NAME:
APPLICANT:
, OWNER:
PROJECT MANAGER:
PROPOSAL:
PROJECT LOCATION:
LEGAL DESCRIPTION:
SEC-TWN-R:
WATER BODYIWETLAND:
June 11, 2004
LUA-04-064, SME
Monster Road Bridge Repair
City of Renton
City of Renton
';JaS'Ci~'Fritzl~r
<i: . '". '. ,;,~
,'. . Tt{e.MonsterR~~d.J3ridge is experiencing unusual '
'. "cracks inthe~ prestre$sed concrete girders beneatli
the bridge deck'::' I~.rer:nedy this problem, the City
i~,'proposing toplaq~ Ipngitudinal restrainers at the
: t9P'~:fih(tbQttpm fl~nge of!;,each girder. The
,' ..•. r~straiRers',iwill att~chto toe girders themselves,
"<'~:'<~?ft~Q~'tnf:ough th'e RL~r c~ps and be tightened to a
,.' " :~~sir~d"t,ension. Addition'ally, a shelf (corbel)will
'. ,:beplaceq·,~t the bottom of each girder in the vicinity
of the cracks to act as aifail-safedevice. Once all . .:' ,~~~ .. :,:):;..> .. : r\' of the braciog'is'iliplaqe, an epoxy grout will be
,'" injected,in~QeachoLthe cracks to prevent '\~eather!ng bf.ttie.,~feel within the concrete.
"'\"Monster ,Road'Bridge at Black River
Monster Road Right-of-Way
N/A
Black River
Ali exemption from a Shoreline Management Substantial Development Permit is hereby granted .'
on the proposedproj~ct described on the attached form for the following reason(s):
SHLEXEMP master doc.dot
~ Normal maintenance of repair of existing structures or developments, including
damage by accident, fire or elements.
1. "Normal maintenance" includes those usual acts to prevent a deCline, lapse,
or cessation from a lawfully established condition.
. . .' .
2. "Normal repair" means to restore a development to a state comparable to its
original condition, including but not limited to its size, shape, configuration,·,
·Iocation and'external appearance, within a reasonable period after decay or
partial destruction, except where repair causes substantial adverse eftectsto
the shoreline resource or environment. ,
3. 'Replacement of a structure or development may be authorized as repair
where such replacement is the common'method of repair for thetype of .
structure or development and the replacement structure or development is
comparable to the original structure or development including, but not limited to,
its size, shape, configuration, location and external appearance and tile
replacement does not cause substantial adverseeftects to shoreline resources
or environment. ' .'
.•. . !" .~,
The proposed development is cqpslsten(:pr inc<;:>nsistent vvitt:i:(c~eck one):
;" \.' .
CONSISTENT' INCONSisTENT
xx
NlA ",r;
xx
.:.\' .
Attachments: Vicinity Map
cc: Applicant
File
SHLEXEMP master doc. dot
:':P6Ij9i.es6f the Sh'breline Management Act
,,,:>~; ::.<. ... 'l";Ii~guideli.nes,of i~e Department of
, <;,:ttcology where' nOiMaster Program has
been finally approved or adapted by the
Department. ;
.~.~
The Master pr6gram.
",:,.,,"
II . ,.' , J (1' '~
tv{ to (vlll}
Neil Watts, Director
Development Services Division,
VS'VS'l, City of Renton CI!?f"'S'ftr..
Of::,-"rp LAND USE PERMIT JVN ~S'~~ZJ\tIJ\t~
MASTER APPLICATION ~~C~/~:
PROPERTY OWNER(S) PROJECT INFORMATION
NAME: G'I" dip,;, ~/.{ PROJECT OR DEVELOPMENT NAME:
tr10yufel i?t,(lol ~,JqC ~4'~
ADDRESS: Ion-.5ov I /, ~ct_ Mil
CITY: ~ 10 ZIP: 9~CJJS-~ el'l n , .;, " ..
" PROJECT/ADDRESS{S)/LOCATION AND ZIP CODE:
fY'\ 0 ~ .h;, t? tn;.J B\'" ~ C\..; Co
(J~ I ("cIe. 12\·ue.v-\
TELEPHONE NUMBER: , . KING COUNTY. ASSESSOR'S ACCOUNT NUMBER(S):
-APPLICANT (if other than owner)
NAME: / EXISTING LAND USE(S): b-,dtle. ...,
COMPANY (if applicable): / PROPOSED LAND USE(S): -
ADDRESS: /' EXISTING COMPREHENSIVE PLAN MAP DESIGNATION:
,;-Ma \ I'l v __ '" AI""Ul -"I'J ll .... / ,
CITY: / ZIP: PROPOSED COMPREHENSIVE PLAN MAP DESIGNATION
(if applicable): -
rNENUMBER
EXISTING ZONING: J::J...A IT H· / e..L-
CONTACT PERSON PROPOSED ZONING (if applicable): -
NAMEJ. ,.--14 ~ /-t. 4.Son fr" Z <, SITE AREA (in square feet): . B J f. cO s ~
SQUARE FOOTAGE OF ROADWAYS-TO BE DEDICATED.
COMPANY (if applicable): FOR SUBDIVISIONS OR PRIVATE STREETS SERVING
THREE LOTS OR MORE (if applicable): -ADDRESS: h ~clv 04.1 IlJss-~I
CITY: /2(\ /0 n ZIP: y~())
PROPOSED RESIDENTIAL DENSITY IN UNITS PER NET
ACRE (if applicable): -
NUMBER OF PROPOSED LOTS (if applicable): --TELEPHONE NUMBER AND E-MAIL ADDRESS:
NUMBER OF NEW DWELLING UNITS (if applicable):
/f.;J ~ ~ ~/3 0 ... 7":; -Y-3 -
Q:\WEB\PW\DEVSERV\Forms\Planning\masterapp.doc08129/03
PROJECT INFORMATION (continued) ~~~~~~~~L-____________________ ~
NUMBER OF EXISTING DWELLING UNITS (if applicable): -
SQUARE FOOTAGE OF PROPOSED RESIDENTIAL
BUILDINGS (if applicable): -
SQUARE FOOTAGE OF EXISTING RESIDENTIAL
BUILDINGS TO REMAIN (if applicable): -
SQUARE FOOTAGE OF PROPOSED NON·RESIDENTIAL
BUILDINGS (if applicable): -
SQUARE FOOTAGE OF EXISTING NON·RESIDENTIAL
BUILDINGS TO REMAIN (if applicable): -
NET FLOOR AREA OF NON·RESIDENTIAL BUILDINGS (if
applicable): -
NUMBER OF EMPLOYEES TO BE EMPLOYED BY THE
NEW PROJECT (if applicable): .-'.
PROJECT VALUE: ~ S' 00. oeD
IS THE SITE LOCATED IN ANY TYPE OF
ENVIRONMENTALLY CRITICAL AREA, PLEASE INCLUDE
SQUARE FOOTAGE (if applicable):
[J AQUIFER PROTECTION AREA ONE
[J AQUIFER PROTECTION AREA TWO
[J FLOOD HAZARD AREA
[J GEOLOGIC HAZARD
_____ sq. ft.
____ sq. ft.
[J HABITAT CONSERVATION sq. ft.
Qf-SHORELINE STREAMS AND LAKES 22.~ sq. ft.
[J WETLANDS ____ sq. ft.
LEGAL DESCRIPTION OF PROPERlY
(Attach legal description on separate sheet with the following information included)
SITUATE IN THE . QUARTER OF SECTION l1L, TOWNSHIP~' RANGE~ IN tHE CITY
OF RENTON, KING COUNTY, WASHINGTON.
TYPE OF APPLICATION & FEES
List all land use applications being applied for: .
1. ; 3.
2. 4.
Staff will calculate applicable fees and postage:' $
AFFIDAVIT OF OWNERSHIP
I, (Print Name/s) , declare that I am (please check one) _ the current owner of the property
involved in this application or ......&..-the authorized representative to act for a corporation (please attach proof of authorization) and that the foregoing
statements and answers herein contained and the information herewith are in all respects true and correct to the best of my knowledge and belief.
> . ~. (S".atu===
(Signature of Owner/Representative)
Q:\ WEB\PW\DEVSERV\Forms\Planning\masterapp.doc08I29/03
I certify that I know or have satisfactory evidence that.---",.,........,.-:--__ ~....,...._,....._---:--:--::
signed this instrument and acknowledged it to be hislherltheir free and voluntary act for the
uses and purposes mentioned in the instrument
Notary Public in and for the State of Washington , . ,-...
Notary (Print), _____________________ _
My appOintment expires: _______________ _ '"
City of Renton
Monster Road Bridge Repair
Shoreline Exemption
General Project Narrative
The Monster Road Bridge is experiencing unusual cracks in the prestressed concrete
girders beneath the bridge deck. To remedy this problem, the City will place longitudinal
restrainers at the top and bottom flange of each girder. These restrainers will attach to the
girders themselves, extend through the pier caps, and be tightened to a desired tension.
Additionally, a shelf (corbel) will be placed at the bottom of each girder in the vicinity of
the cracks to act as a fail-safe device. Once all of the bracing is in place, an epoxy grout
will be injected into each of the cracks to prevent weathering of the steel within the
concrete.
All of the required work will be done from either the bridge deck or from suspended
scaffolding set up by the contractor. The proposed staging area for the construction
equipment has not been determined at this time. Construction should commence in late
August and extend through November.
Specific Project Narrative
Project name, size, and location of site:
The purposed project is the Monster Road Bridge Repair. The bridge deck is
approximately 8,600 SF in size and is located over the Black River just south of the
Stoneway Quarry (Sec 13, T 23, R 4 E, WM).
lAnd use permits required for proposed project:
Shor~line Exemption, Hydraulic Project Approval
Zoning designation of the site and adjacent properties:
ill/1M/CO
Current use of the site and any existing improvements:
The Monster Road Bridge serves as a North/South thoroughfare over the Black River.
The repair shall improve the bridges safety and longevity. This will be accomplished
through steel bracing attached to each of the girders and applying a post tension force.
Special site features (i.e. wetlands, water bodies, steep slopes):
The Black River and BNSF are the most prominent features in the area.
1
/
Statement addressing soil type and drainage conditions: N/A
Proposed use of the property and scope of the proposed development: N/A
For plats indicate the proposed number, density and range of sizes of the
new lots: N/A
Access:
Access to the construction site will be from Monster Road.
Proposed off-site improvements (i.e. installation of sidewalks, fire
hydrants, sewer main, etc.): N/A
Total estimated construction cost and e~timatedfair market value of the
proposed project: $500,000.00
Estimated quantities and type of materials involved if any fill or
excavation is proposed: N/A
Number, type and size of any trees to be removed: NI A
Explanation of any land to be dedicated to the City: N/A
Proposed number, size or range of sizes of the new lots and density
(if applicable): NI A
Any proposedjob shacks, sales trailers, and/or model homes:
Job shack usage is undetermined at this time. There may be one for the contractor
located near the bridge, but this is not known at this time.
Any proposed modifications being requested:
All modifications will be done to the bridge girders. No additional modifications will be
done to the structure.
Distancefrom closest area of work to the ordinary high water mark of the
proposed project site:
All of the work done to the bridge will be over the Black River.
2
Nature of the existing shoreline:
Most of the shoreline along the Black River (within the project limits) consists of sands
and gravels with a variety of low growing vegetation. The riverbed consists of cobbles,
gravels, and sands with little streambed vegetation. Quarry spalls (rip rap) provide
protection for the bridge abutments beneath the Monster Road Bridge.
The approximate location of and number of residential units, existing and
potential, that will have an obstructed view in the event the proposed
project exceeds a height of 35-feet above the average grade level: NI A
3
Monster Road Bridge
Repair Project
o 200 400
1 : 2400
Monster Road Bridge
R · p. ELOPMENT PLANNING epalr rOJect OEVCITYOFRENTON
JUN - 9 200~
RECEIVED
o 20 40
June 9, 2004 1 : 240
HDEPAL AID PROJECT NO.
City of Renton BRM-1079
MONSTER ROAD BRIDGE JU N - 9 20iJ1t
r1t~ ~{'" .. , f .g (I.,~ -~.' iJ. ... i
Contract No.:
EET INDEX
EET NO
1
2
3
4
5
6
TITLE
GIRDER FR~MING PLAN
GIRDER RETROFIT DETAILS AND GENERAL NOTES
GIRDER DECK REINFORCEMENT
GIRDER BOTTOM FLANGE REINFORCEMENT
GIRDER RETROFIT GIRDER SUPPORT BRACKETS SHEET 1
GIRDER RETROFIT GIRDER SUPPORT BRACKETS SHEET 2
FERENCE DRAYnNGS
EET NO.
1
2
3
4
5
6
7
8
9
10
11
12
13
111
15
16
17
18
19
20
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
TITLE
TYPICAL SECTIONS. DETAILS & LEGEND
PLAN STA 97+00 TO STA. 102+50
PLAN STA 102+50 TO STA. 107+50
PLAN STA. 107+50 TO STA. 110+60
PROFILE STA. 97+00 TO STA. 102+50
PROFILE STA. 102+50 TO STA. 107+50
STRIPING & ILlUMINA lION PLAN
STRIPING & ILLUMINATION PLAN
STRIPING & ILLUMINATION PLAN
BRIDGE LAYOUT
BORING LOGS
FOUNDATION LAYOUT
DRILLED SHAFTS
PIER 1
PIER 4
PIER 1 DETAILS
PIER 4 DETAILS
RETAINING W~LL
PIER 2 -COLUMNS & CROSSBEAM
PIER 3 -COLUMNS & CROSSBEAM
GIRDER DETAILS -TYPICAL
SPAN 1 GIRDER DETAILS 1
SPAN 1 GIRDER DETAILS 2
SPAN 2 (;IRDER DETAILS 1
SPAN 2 GIRDER DETAILS 2
SPAN 3 GIRDER DETAILS 1
SPAN 3 CIRDER DETAILS 2
END & INTERMEDIATE DIAPHRAGMS
PIERS 2 & 3 CROSSBEAM DETAILS
TRAFFIC 8ARRIER DETAILS 1
TRAFFIC BARRIER DETAILS 2
SIDEWALK & PEDESTRIAN BARRIER DETAILS
RAILING DETAILS
BEARING & UTItITY HANGER DETAILS
BAR LISl
BAR LlSl
BAR LIST
-----------------.. _-----------
GENERAL NOTES
1. ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE
WITH THE REOUIREMENTS OF THE STATE OF WASHINGTON. DEPARTMENT OF TRANSPORTATION. STANDARD SPECIFICATIONS.
FOR ROAD. BRIDGE AND MUNICIPAL CONSTRUCTION DATED 2002.
2. THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE REQUIREMENTS OF THE 2002 AASHTO SPECIFICATIONS FOR
HIGHWAY BRIDGES WITH THE LATEST INTERIM SPECIFICATIONS
AND MODIFIED BY THE WASHINGTON STATE DEPARTMENT OF
TRANSPORTATION BRIDGE DESIGN MANUAL.
3 CONTRACTOR SHALL VERIFY LOCATION OF GIRDER CRACKS AND
MEASURE LENGTH OF EACH CRACK PRIOR TO EPOXY INJECTION
CONTRACTOR SHALL ALSO REPORT FINDINGS TO THE CITY
ENGINEER.
4. CONTRACTOR SHALL PROPOSE EPOXY INJECTION METHOD
INCLUDING MATERIAL VISCOSITY AND PORT SPACING TO ASSURE
EPOXY PENETRATION INTO JOINTS THROUGH MEMBER. DURING
EPOXY INJECTION AND FOR 24 HOURS AFTER. TRUCK TRAFFIC
SHALL BE DIVERTED TO A PORTION OF THE BRIDGE NOT
CURRENTL Y RECEIVING EPOXY INJECTION.
5. EPOXY INJECTION SHALL BE COMPLETED ON EACH GIRDER PRIOR
TO TIGHTENING #11 THREADED BARS AT THAT GIRDER
REVIEWED FOR COMPLIANCE
TO CITY'S STANDARDS
TRANSPORTATION SYSTEMS DIRECTOR
UTILITY SYSTEMS DIRECTOR
MAI>HEtlANCE SERVICES DIRECTOR
PLAN REVIEW
FlRE MARSHALL
.. -
--.-
-
-
.-
.-
T.23N. R.4E. W.M.
S.W. 1;4. S.W. 1;4 SEC. 13
w >
'" o
Vl w '" U <I '-" Z o
250 0 500 : ! :
SCALE IN FEET
FORMER
LONGACRES RACE TRACK
SITE
1000 I
S\I 7TH S1
~ en en Ii. a.. a..
APPROACH SLAB
\ ~ \
/
---
e'
N DIMENSIONS PARALLEL
.-PLACIROER (L (TYP.) , TO
92'-5 5/8"
SPAN 2
-------------------------:....=:..:::::---------------~---________________________ J
----7r-------------------7r------------------
If If --~~--------------------~
=== == = = .. /!:== ===== i'it. -= = -=,.-:;.= :::.. =:/f = == = = ==.== == == ;:::= .. -
,,' " ....... 11 .. ' .. ..79.:
~ ---------~ ....
'A----------,l"'-+----.......,fH' '-------C-2-5-----, I _ ............ i ........ I-"i
=====if=========-==-==-=-=if===============-
-,f.J.':£'1l.-=-=-'=-==-===-:=-==-=-=-3!«~' E-'=-==-=-=-::lf Lt;=-f:::=:-.:==-==:-.:==-===-==-====-==:-:==-==:-:==-====-==-====-==:-:==-==:-:==_=-i;f - - - - - - - - - - - - -======~ ..
___ ~L ________ ~~ _________ JL ________________ _ ----========='!?:----7T------------------7,--------------
.~ .. ~
-'" .;. §.2.1· ... ~.:.:.
-:-:-.-.'-:-'-;'" -:7"". "."":""-.--:-:
-----------
NEW GIRDER ) DECK REINF. (TYP. SIDEWALK
GIRDER FRAMING PLAN
~,..r,o,_ I~£A 1"=20' ~MIiOIIa3/"'t
lJ[v...m ... INA8A ® V.R. INCA ENGe<aRS INC. a"" ..... .. _0t<N:"
BY DATE APPfl NO. REVISION
APPROACH SLAB
)UN q
RECORD SET
THIS DRAWING WI>S PREPARED FROM INfORMATION OBSERVED IN THE FIELD AND SUPPLIED BY THE CONTRACTOR AND IS SUBJECT TO fiELD YERIFICA TlON
~ .. 4/19/2~
MONSTER ROAD BRIDGE REPAIR
GIRDER FRAMING PLAN S1
<i. PIER 2 &: PIER 3
SPLICE COUPLER W/
HEX NUTS (TYP)
_ EXISTING PRECAST O-,NCRETE GIRDER
-'--FILL EXISTING HAIR LINE CRACK
USING EPOXY INJECTION (TYP)
BRACKET" A AT PIER 2 /'
'-'---/llS
"--2" xS" xS" ANCHOR PLATE (TYP)
BRACKET "e" AT PIER 3~'
PIER CROSS BEAM~
PIER COLUMN ~
BRACKET "S" AT PIER 2
BRACKET "0" AT PIER 3
TYPICAL GIRDER SECTION AT PIERS 2 AND 3
(LOOKING EAST)
GENERAL NOTES:
1. AlL /Ill &: # lS REINFORCING STEEL BARS SHAlL COM FORM TO ASTM A615. GRADE 75. GAlVANIZED THREAOBARS. AlL SPLICE COUPLERS
AND HEX NUTS SHAlL HAVE CAPACITIES TO DEVELOP 100% OF THE BAR NOMINAL ULTIMATE TENSION CAPACITIES.
2. ALL ANCHOR BOLTS SHALL BE GALVANIZED ASTM A325 BOLTS. THREADED RODS (ASn ... A193. GRADE B7) OR APPROVED EQUAL USED WITH
HEAVY HEX NUTS (ASTM A563) AND HARDENED STEEL WASHERS (ASTM F436). THE REQUIRED BOLT OR ROD LENGTHS SHALL BE DETERMINED
BY THE CONTRACTOR ACCORDING TO THE DETAILS SHOWN ON THE PLANS.
3. THE CONTRACTOR SHALL PROVIDE THE 1-1/4" DIAMETER ANCHOR BOLT TEMPLATES MATCHED TO THE FABRICATED BRACKETS TO LOCATE
THE DESIGNATED DRILLED HOLE LOCATIONS AT THE SIDE FACES OF EXISTING PIER CROSS BEAM IN THE FIELD.
4. AlL ANCHOR BOLTS SHAlL BE INSTALLED USING ADHESNE MATERIAL (EPOXY RESIN. ASTM CS81 TYPE IV AND V. GRADE 3. CLASSES B AND D)
OR APPROvED EQUAL. THE DRILLED HOLE SIZES SHALL BE 1/15" LARGER THAN NOMINAL BOLT DIAMETER OR PER MANUFACTURER'S RECOMMENDATION.
S. ALL WELDING SHALL BE DONE BY CERTIFIED WELDERS IN CONFORMANCE WITH THE AMERICAN WELDING SOCIETY CODE. AWS 01.1. 2000.
UNLESS OTHERWISE NOTED. WELDING ELECTRODES AND FILLER METAl SHALL BE MATCHED TO THE BASE METAL. PER THE AWS REQUIREMENTS. THE
MINIMUM STRENGTH OF ELECTRODE SHALL BE E70XX.
UNLESS OTHERWISE NOTED. WELDS SHALL BE MINIMUM REQUIRED SIZE FILLET OR COMPLETE PENETRATION GROOVE WELDS WITH MATCHED
ELECTRODES AND FILLER METAL STRONGER THAN THE BASE METAL AND WELDED AlL AROUND WHERE POSSIBLE.
6. ALL STEEL PLATES SHALL COM FORM TO ASTM A572. GRADE 50. AFTER FABRICATIONS OF BRACKETS. THREADED BAR ANCHORAGES AND ANCHOR
PLATES. ALL STEEL SHALL BE GAlVANIZED.
7. STEEL PIPES USED FOR #11 THREADBAR ANCHORAGES SHAlL CONFORM TO ASTM A53. GRADE B. Fy = 35 KSI. SCHEDULE 160 OR AlSC DOUBLE
EXTRA STRONG PIPES.
8. IF THE EXISTING REINFORCING STEEL BARS IN THE PIER CROSS BEAM INTERFERE WITH THE DRILLING HOLES. CUT THROUGH THE BARS USING
CORE DRILLS.
ALL DRILLED HOLES SHALL BE FILLED WITH NON-SHRINK GROUT (MINIMUM ULTIMATE STRENGTH OF 5000 PSI) AFTER THE INSTALLATION OF
THREA08ARS IN THE FINAL POSITIONS AND BEFORE TENSIONING THE THREADBARS. SEAL THE HOLES AT THE SIDE FACES OF PIER CROSS BEAMS
AND PRESSURE GROUT TO FILL THE VOIDS.
AFTER THE GROUT HAS REACHED 4000 PSI MINIMUM STRENGTH. PROVIDE 10 KIPS OF TENSION FOR ALL THREADBARS.
9. FILL ALL EXISTING HAIR LINE CRACKS LOCATED AT THE EXISTING GIRDER ENDS USING EPOXY INJECTIONS.
NO_ REVlSION BY DATE APPR
S. LIN
2" xl5" xl5"
ANCHOR PLATE
NON-SHRINK GROUT (t'c=5000 PSI MIN)
6 MIL POLYETHYLENE SHEET FOR BOND BREAKER AT BRACKET SURFACE ------L
<l GIRDER
4" 0 HOLE
r 1 114" 0 ANCH R
BOLT (TYP)
PIER CROSS BEAM
TYPICAL GIRDER SECTION
AT PIER CROSS BEAM
(LOOKING NORTH)
DETAILS SYMM.
ABOUT
I <i. GIRDER r 2'-0 ./. 2' 0 1
#11
TYPICAL GIRDER SECTION
AT THREADED BAR ANCHORAGE
··(LOOKING NORTH)
MONSTER ROAD BRIDGE REPAIR
4/19/20()01
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.,--i" ' f~ O~--
..:::r 0 c:.> CJ <;'..;
0) ,--." .--!
Z .;~ "
=::l -, , :~:;.~ --.
~ en en cL a. a.
EXISllf>JG GIRDER G12
TO GI6 AS SHOWN. SEE
NOTE FOR Gll& Gl7
61Sx7' -0· BEND BAR
AS SHOWN AT WEST
HAND AT EAST SIDE (TYP) -_/ jilDE AND OPPOSITE
4" 4'
I R30' PLAN AT PIER 2
~ .• k-9"
EXISTING GIRDER G22
TO G26 AS SHOWN. SEE
NOTE FOR G21& G27
r: -:-:--.-:-:--.1
-~=~-~~~-------------==-=====-.d"""" ,---=-=-=-= ----=-=-=-= -
L: _ ~ .:_+_:. ,,:_+J
NOTES:
1. PLANS SHOWN ARE ALL INTERIOR GIRDERS
(G12 TO G16, G22 TO G26 & G32 TO G36).
PLANS FOR ALL EXTERIOR GIRDERS (GIl,
Gl7, Gll, G27, G31 & G37) ARE THE EXACTLY
THE SAME AS INTERIOR GIRDERS EXCEPT ALL
EXTERIOR GIRDERS DO NOT REQUIRE THE
OUTERMOST EXTERIOR BARS.
2. DIMENSIONS SHOWN ARE MEASURED ALONG THE
SLOPED TOP OF GIRDER DECK.
13'-6· (TYP)
PLAN AT PIER 3
TYPICAL GIRDER DECK
,
10
I N
,
10
I N
-~-....,;;>-------------
===-= ====-=======-=-
/P"~ J
/
REINFORCEMENT
EXISTING GIRDER G32
TO G36 AS SHOWN. SEE
NOTE FOR G31& G37
13'-6"
TO THE FACE OF
PIER CROSS BEAM
,
OJ
6 SP. @ 6" = 3'-0" 2"
Pl l"xlO 1/2"x3'-4"
Pl 3/4"xS"x3'-4"
~3~4 5 16
TYP 5/16 It 3/4 x 4 x 0'-7"------>
ELEVATION
TYP # 18 THREAD BAR ANCHORAGE DETAILS
~ !-: , ! t ' ,~
.~ : .. , _~ ~ f i:;": ,~,:.
MONSTER ROAD BRIDGE REPAIR 4/09/2004
GIRDER DECK REINFORCEMENT S3
~ cL D-o.
___ ....;g~·-:-O~·:-;.o!: 6' ..14' iii PIPE x O'-g'
.......... TO FA(,~ OF CROSS BEAM I SCHEDULE 160 OR
1/1• THREADED I DOUBLE EXTRA
RE·'1F. BAR STRONG
'. '. , . l +--g
GIRDER
BOTTOM
FLANGE
PROVIDE STEEL SHIM AS REO'D
BETWEEN ,11 BAR AND PIPE
TO POSITION 1/11 BAR
1/11
6' 6"
1'-3"
+ ~-------++ -----
ELEVATION
1 1/4" x 5' x 5'
ANCHOR PLATE
3/4" iii ANCHOR
BOLT (TOTAL
10 PLACES
3/4' iii THREADED
ROD (TOTAL
5 PLACES)
~ 1/2' 5/8 BENT ~
N .......
"-
BOTTOM OF GIRDER
DETAILS SYM. ABOUT
~ ,GIRDER t 5/8 x 15 1/2" x 1'-3'
7/8" iii x 1 1/2" LONG
SLOTTED HOLE
(TY? AT THREADED ROO)
4" iii PIPE.
SCHEDULE 160 TY?
OR DOUBLE
l.z 5"
n r
\-,-----'1
~3/4" iii THREADED ROD
I \ ANCHOR PLATE AT ~:':::":==I"'I:JI--r-___ -.-._...!.L1.~~T lt~;~~D BAR
EXTRA STRONG i
H+--+t-+-i ----.--
SECTION
TYPICAL # 11 THREAD
BAR ANCHORAGE DETAILS
"-
N .......
n I "-
EXISTING G21
TO G27 GIRDER
BOTTOM FLANGE #11 THREADED
BAR (TYP)
g'-0'±6'
BRACKET "A"
PLAN AT PIER 2
BRACKET "CO
PLAN AT PIER 3
r BRACKET 'B"
".-EXISTING G21
/ TO G27 GIRDER
BOTTOM FLANGE
g'-Q"± 6"
4' iii DRILLED HOLE
BRACKET 'D'
1/11 x 7'-0"
BEND BAR AS SHOWN
A T BAR MID-POINT (Ty?)
EXISTING G31
TO G37 GIRDER
BOTTOM FLANGE ---~~~
TYPICAL GIRDER BOnOM FLANGE REINFORCEMENT
D~""" "_004:1NCo<
NO REVISION BY DATE IIPPR """_.
JlJN
~"-MONSTER ROAD BRIDGE REPAIR 4/19/2004
~ en en
ci Q.
Q.
EXISTING
PRESTRESSED GIROER
<l EXISTING GIRDERS THIS HOLE IS NOT REG'O @
GIRDERS G17, G27 & G37
THIS HOLE IS NOT
REQ'D @ GIIiDERS
Gll, G21 & G31
4"x6" HOLE MAOE FROM
WO 4" III HOLES
TYP. 3 PLACES SHOWN)
-+-----t-ill'J
4" III HOLE
DIRECTION
PARALLEL 10
GIROER CEN fERLINE
'r')
I -.-
. 0
2'-4" @ PIER 2
2' -5" @ PIER 3 6"
..-
..-..
2'-4" @ PIER 2
2'-5" @ PIER 3
.
I .. ..-'0
I" -~
4" III HOLE, SKEWED
l' -0" DEEP HOLE FOR
1 1/4" III ANCHOR BOLT
(TYP. 8 SPACES SHOWN)
PIER CROSS BEAM 1'-3"
2 1/2 "
1'-3"
BRACKET "A" AT PIER 2
BRACKET "C" AT PIER 3
9"
DRILLED HOLE SIZES & LOCATIONS
NOlES: PIER 2 (LOOKING SOUTH FROM SPAN 1 AT BRACKET "A")
PIER 3 (LOOKING SOUTH FROM SPAN 2 AT BRACKET "CO)
1. ALL DIMENSION SHOWN ARE MEASURED ALONG THE SLOPED EXISTING
GIRDER AND SKEWED PIER CROSS BEAM AT THE FACE OF PIER CROSS BEAM.
2. CONTRACTOR SHALL PROVIDE THE 1-1/4" DIAMETER ANCHOR BOLT TEMPLElES
MATCHED TO THE FABRICAlED BRACKETS TO LOCATE THE DESIGNATED DRILLED
HOLE LOCATIONS AT THE SIDE FACES OF EXISTING PIER CROSS SEAMS IN THE FIELD.
\
\ 4"x6" HOLE #18 x 8'-0",
BRACKET "A" AT PIER 2
BRACKET "C" AT PIER 3
1 1/4" III ANCHOR BOLT (TYP)
SEND BAR AS SHOWN
AT SAR MID-POINT
BRACKET "S" AT PIER 2
BRACKET "D" AT PIER 3
/ PIER CROSS
BEAM
TYPICAL BRACKET
INSTALLATION PLAN
NO REVISION
b ,
N
ct 6"1Il HOLE
I ~ 1'-8 1/2 ""I
PROVIDE BACKING BAR ~
AS REQ'O TO SEAL THE Y ~ 6"1Il HOLE
GAP AT OPENING (TYP~ I
It. 3/4 X 6 \ " "'-. 0 1'-81 ~It. 3/4-' \ S. "
A (TYP) C\E_E_~====~~§~~fu--IL-----,--,
SEE BRACKET "C" FOR REMAINING DETAILS
BRACKET "A' PLAN
It. 1 1/4"
1 3/8"1Il HOLE (TYP. 8 HOLES)
It. 1 1/4"x24"x3'-9"
3'-9"
SECTION
2"x2"
Ie. 1 1/4
BF~ACKET "c" PLAN
/~ 3/4x6
1/4
5/16 [>
5/16 \:
SECTION
.~~ SUR'lmO " ...... M._ -, S. UN I ~ro:(O-CHECKED
BY DAlE APPR ~APPROVED
®
-~ I ... , f\U K.<U
,*"II(J'I'~I'CM
~-,
~N~t~ BOLT HOLES
NOT SHOWN
~1oIMI1_ ~_I.."tHl I~£A ® INCA~~
SECTION
.fUN
MONSTER ROAD BRIDGE REPAIR
. l ' ~' .. f Ii J! ~
";:,
9
MO.
4/19/2004
~ • 0..
0.. 0..
---------
EXISTING PRESTESSED GIRDER-, Il EXISTING GIRDERS
THIS HOLE IS NOT REG'D @
GIRDERS G11, G21 de G31
THIS HOLE IS NOT REQ'D @ GIRDERS G17, G27 de G37
4" lit HOLE
SKEWED
i..,
I , -
b
..
5 1/2 "
b .. " , -
2'-5" @ PIER 2
2'-7 @ PIER 3-
6" ---t--
4" xo HOLE MADE FROM ~O 4" lit HOLES (TYP. 3 PLACES SHOWN)
5 1/4" (TYP.)
4" lit HOLE DIRECTION
PARALLEL TO GIRDER CENTERLINE
1'-0" DEEP DRILLED HOLE
FOR 1 1/4" lit ANCHOR BOLT
(TYP. 8 SPACES SHOWN)
PIER CROSS BEAM 1'-0" 1'-0" 1'-3"
BRACKET "8" AT PIER 2
BRACKET "D" AT PIER 3
DRILLED HOLE SIZES & LOCATIONS
NOTES:
PIER 2 (LOOKING NORTH FROM SPAN 2 AT BRACKET "8")
PIER 3 (LOOKING NORTH FROM SPAN 3 AT BRACKET "0")
1. ALL DIMENSION SHOWN ARE MEASURED ALONG THE SLOPED EXISTING
GIRDER AND SKEWED PIER CROSS BEAM AT THE FACE OF PIER CROSS BEAM.
2. CONTRACTOR SHALL PROVIDE THE 1 -1/4" DIAMETER ANCHOR BOLT TEMPLETES
MATCHED TO THE FABRICATED BRACKETS TO LOCATE THE DESIGNATED DRILLED
HOLE LOCATIONS AT THE SIDE FACES OF EXISTING PIER CROSS BEAMS IN THE FILED.
I EXPIRES' 2/21/ NO. REVISION
.....
~ b ,I I
N
BY DAlE
HOLE
II II ' II II \~? II \11 II "11 ? >. II II II \\~~" II II V II II , II
II II
II II
II '\ II II II
II II
II \ II V V
\
SEE BRACKET "D" FOR REMAINING DETAILS
BRACKET "B" PLAN
:3ECTION
SECTION
~ ... -".-
S. UN
APPR
1'-3"
5/16 -I-~5"-r.;-;16~>--< TYP
It 3/4
ANCHOR BOLT HOLES NOT SHOWN
E9
AS SHOWN "'~~=11+1
~ I ~::;~ I
IO'I«1I0000N;ot
2"x2"
It 1 1/4
I~(A
INCA ENGINEERS III<:.
BRACKET" ott PLAN
If. 3/4 x6 If. 1 1/4
, It 3/4 x4xO'-B" ~ ""-It 3/4
It 3/4
SECTION
, '. ~ ,-,
f I'",
if "'.... ~.' ii '
MONSTER ROAD BRIDGE REPAIR .. _ ..
S6