HomeMy WebLinkAboutITD Pedestrian Bridge Cooperative Action Agreement HWY16 Multi-Use Pathway Bridge Connectivity PEDESTRIAN BRIDGE COOPERATIVE ACTION AGREEMENT
This PEDESTRIAN BRIDGE COOPERATIVE ACTION AGREEMENT ("Agreement")
is made and entered into this25th day of October , 2022 by and between the Idaho
Transportation Department("ITD"), and the City of Meridian, a municipal corporation organized
under the laws of the State of Idaho ("City") (collectively, "Parties").
WHEREAS, the Parties are authorized by Idaho Code section 67-2328(b) to enter into
this agreement for cooperative action;
WHEREAS, City holds an easement for a multi-use pathway on the north side of Five
Mile Creek on the east side of McDermott Road;
WHEREAS, ITD is constructing local roadway improvements associated with the State
Highway 16 project (Key Number 23408), which includes a multi-use pathway adjacent to and
east of McDermott Road across Five Mile Creek ("Bridge"), at the location depicted in Exhibit
A;
WHEREAS, ITD is obtaining a permanent easement for a pathway abutting the south
side of the Bridge, utilizing the Ada County Highway District("ACHD") right-of-way for a
portion of such pathway, through a cooperative agreement between ITD and ACHD, and
connecting the Bridge to the existing pathway on the north side of the Bridge, as detailed in
Exhibit A;
WHEREAS,by this Agreement, the Parties seek to establish the process by which the
Bridge will be installed by ITD and conveyed to City;
NOW, THEREFORE,for and in consideration of the covenants, agreements and
conditions hereinafter set forth, the parties mutually agree as follows:
I.ITD's OBLIGATIONS
A. ITD has provided to City a plan for design of the Bridge, as set forth in Exhibit A hereto, and
City has approved such design as to concept.
B. ITD shall, at ITD's sole expense, obtain all necessary building permits, plan reviews, and
inspections from the Meridian Community Development Department, Division of Building
Services ("Building Services") as may be necessary to construct and install the Bridge, and
shall fulfill all requirements of Building Services and of all applicable codes and laws.
C. ITD shall, at ITD's sole expense, negotiate and enter into a license agreement with the
Nampa&Meridian Irrigation District allowing ITD to construct the Bridge within the
District's easement, at the location depicted in Exhibit A. ITD shall provide a copy of such
license agreement to City.
PEDESTRIAN BRIDGE COOPERATIVE ACTION AGREEMENT PAGE 1
D. ITD shall, construct the Bridge, at ITD's sole expense, at the location and in accordance with
the plans set forth in Exhibit A, with any and all modifications as may be required by
Building Services. It is anticipated that the Bridge will be constructed and installed by
December 31, 2024.
E. Following construction and installation of the Bridge, in accordance with the plans attached
hereto as Exhibit A, ITD shall notify City, in writing, of ITD's Final Completion of the
Bridge.
II.CITY'S OBLIGATIONS
A. Pursuant to the December 19, 2000 Master Pathway Agreement for Developing and
Maintaining Pathways between City and the Nampa&Meridian Irrigation District, City shall
obtain from the Nampa & Meridian Irrigation District a license agreement allowing City to
operate and maintain the Bridge during and after its construction.
B. Following ITD's fulfillment of all aspects of Final Completion as set forth in section I.E.,
above, City shall execute Final Acceptance of the Bridge, which shall be signified by
adoption of a resolution indicating Meridian City Council's acceptance of the delivery of the
Bridge as constructed and installed.
C. Upon Final Acceptance of the Bridge as set forth in section II.B., above, City shall assume
ownership and responsibility for operation, maintenance, and repair of the Bridge.
IV.GENERAL PROVISIONS
A. Day-to-day contacts. The following persons shall serve as the primary contact persons for
ITD and City, respectively, for all day-to-day matters regarding design, construction,
installation, Final Completion, and Final Acceptance of the Bridge. Communication between
City Contact and ITD Contact shall occur via e-mail or telephone.
ITD Contact: City Contact:
Alan Buehrig Mike Barton
alan.buehrig@itd.idaho.gov mbarton@meridiancity.org
(208) 334-8352 208-884-5533
B. Notice. All other notices required to be given by either of the parties hereto shall be in
writing and be deemed communicated when personally served, or mailed in the United States
mail, addressed as follows:
ITD: City:
Idaho Transportation Department Meridian City Clerk
Attn: D3 Engineer 33 E. Broadway Avenue
8150 W. Chinden Blvd. Meridian ID 83642
Boise, ID 83714
PEDESTRIAN BRIDGE COOPERATIVE ACTION AGREEMENT PAGE 2
C. Compliance with laws. In performing the scope of services required hereunder, ITD shall
comply with all applicable laws, ordinances, and codes of Federal, State, and local
governments.
D. Assignment. Neither party shall assign or sublet all or any portion of its respective interest
in this Agreement or any privilege or right hereunder, either voluntarily or involuntarily,
without the prior written consent of the other party. This Agreement and each and all of the
terms and conditions hereof shall apply to and are binding upon the respective organizations,
legal representatives, successors, and assigns of the Parties.
E. No agency. For purposes of or in furtherance of this Agreement, neither party nor its
respective employees, agents, contractors, officials, officers, servants, guests, and/or invitees
shall be considered agents of the other in any manner or for any purpose whatsoever.
F. Time of the essence. The parties shall fulfill obligations described in this Agreement in a
timely manner, as set forth herein. The parties acknowledge and agree that time is strictly of
the essence with respect to this Agreement, and that the failure to timely perform any of the
obligations hereunder shall constitute a default of this Agreement.
G. Termination.
1. Grounds. Grounds for termination of this Agreement shall include, but shall not be
limited to: an act or omission by either party which materially breaches any term of this
Agreement; an act of nature or other unforeseeable event which precludes or makes
impossible the performance of the terms of this Agreement by either party; or a change in
or occurrence of circumstances that renders the performance by either party a detriment
to the public health, safety, or welfare.
2. Process. Either party may terminate this Agreement by providing thirty (30) days' notice
of intention to terminate. Such notice shall include a description of the breach or
circumstances providing grounds for termination. A thirty (30) day cure period shall
commence upon provision of the notice of intention to terminate. During this period, the
Parties shall meet and confer and enter into a separate written termination agreement to
dispose of any real property or improvements subject to this Agreement. If, upon the
expiration of such cure period, cure of the breach or circumstances providing grounds for
termination has not occurred, this Agreement may be terminated upon mailing of notice
of termination.
H. Construction and severability. If any part of this Agreement is held to be invalid or
unenforceable, such holding will not affect the validity or enforceability of any other part of
this Agreement so long as the remainder of the Agreement is reasonably capable of
completion.
I. Non-waiver. Failure of either party to promptly enforce the strict performance of any term
of this Agreement shall not constitute a waiver or relinquishment of any party's right to
thereafter enforce such term, and any right or remedy hereunder may be asserted at any time
PEDESTRIAN BRIDGE COOPERATIVE ACTION AGREEMENT PAGE 3
after the governing body of either party becomes entitled to the benefit thereof,
notwithstanding delay in enforcement.
J. Exhibits. All exhibits to this Agreement are incorporated by reference and made a part of
hereof as if the exhibits were set forth in their entirety herein.
K. Approval required. This Agreement shall not become effective or binding until approved
by the respective governing bodies of both Parties. The parties signatory hereto represent
and warrant that each is duly authorized to bind, respectively, City and ITD to this
Agreement in all respects.
L. Entire Agreement. This Agreement contains the entire agreement of the parties and
supersedes any and all other agreements or understandings, oral or written, whether previous
to the execution hereof or contemporaneous herewith.
IN WITNESS WHEREOF,the parties hereto have executed this Agreement on the
Effective Date first written above.
IDAHO TRANSPORTATION DEPARTMENT:
Digitally signed by J.Caleb Lakey
DIN:C=US,E='caleb.lakey@itd.idaho,gw",O=Idaho
J. Caleb Lakey Trention:l aV Department,OU=DisMd 3,CN=J Caleb Lakey
Location:Dl-l3,ITD
Reason: am approWng this document
Contact Info:District Administrator
By: Date:2022,10.17 10:07:55-06'00'
J. Caleb Lakey, District Engineer
CITY OF MERIDIAN: Attest:
BY:
By Brad Hoaglun, Council President 10-25-2022 Chris Johnson, City Clerk 10-25-2022
PEDESTRIAN BRIDGE COOPERATIVE ACTION AGREEMENT PAGE 4
ITD-PI a n-08/2 019
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= MCDERMOTT ROAD 2567+22.69,-Ic -- -- 105.00' L 10.78' LT— _ 10
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SW4 NW4 SEC.33 / % NW4 NW4 SEC.33 Scale: 1" = 40' NOTES
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- - - - - - - - - - - N - - - - - - - - DRAINAGE FACILITIES.
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/ j a ,i _OSED 20. GRADE AT 4. ALL DIMENSIONS ARE TO FACE OF
EL. 2524.72 K4 as PROPOSED FINISHED CURB OR EDGE OF PAVEMENT UNLESS
0.386/- 5 0000 EVC
NOTED OTHERWISE.
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REVISIONS DESIGNED
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SCALES SHOWN IDAHO PROJECT NO. ROADWAY PLAN SHEET ENGL ISH T DATE BY DESCRIPTION ARE FOR 11" X 17" DAHO SH-16, USTICK RD TO US-20/26
v DESIGN CHECKED PRINTS ONLY TRANSPORTATION S PO RTATIO N A * COUNTY
D. WITTHAUS ADA AND CANYON COUNTY ADA & CANYON 4�5�22 O
n Q DETAILED CADD FILE NAME DEPARTMENT pO9rAnoNo�QP� A023(408) KEY NUMBER �,9 '4j•FOF%pv�PJy
J. GRAVES 20788 i r D187.a D YOUR Safety-YOUR Mobility-.YOUR Economic Opportunity FIVEMILE CREEK SIDEWALK 23408 L
DRAWING CHECKED DRAWING DATE: ea DAVID EVANS 'O�� Wt���
n D. WITTHAUS APRIL 2022 YYY AND ASSOCIATES INC. STA. 9+50.00 TO STA. 11+77.31 SHEET 250 OF 762
BEGIN BRIDGE 53'-0" OUT-TO-OUT END BRIDGE HYDRAULIC DATA
50'-0" 1'-6"
FLOOD DISCHARGE H.W. ELEVATION VELOCITY
EXISTING McDERMOTT DESIGN (Qso) 1,012 cfs 2524.36 3.78 fps
ROAD BRIDGE (DWG. 16387) EXISTING GAS BASE (Q ioo) 1,215 cfs 2524.84 4.19 fps
(PROTECT IN PLACE) / (PROTECT IN PLACE) SCOUR (Q511) 1,897 cfs 2525.15 6.41 fps
EXISTING OVERHEAD ELECTRIC
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(TYP.) CONCRETE
1"=10'-0" BRIDGE MANUFACTURER. SHOWN FOR VERTICAL io I DECK
ESTIMATING PURPOSES ONLY.
(TYP.) Fn PROFILE o
GRADE Oo�o
2540 6" TOE FLOOR BEAM/"
BRG. ABUT. 1 50'-0" (� BRG. TO BRG. CL BRG. ABUT. 2 PLATE (TYP.) m Q
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TRUSS BRIDGE
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--————— --`� F* _ o Q100 EL. 2524.84 ** E* --—
———————
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__________ i� EXISTING * SIMPLE SPAN PEDESTRIAN BRIDGE. SEE SPECIAL PROVISIONS.
GROUND ** BRIDGE IS NOT ON THE STATE OF IDAHO HIGHWAY SYSTEM
AND ITD HYDRAULIC CLEARANCE REQUIREMENTS DO NOT
ELEVATION APPLY. WATER SURFACE ELEVATIONS ARE CONTROLLED BY
PRESSURE FLOW CAUSED BY THE McDERMOTT ROAD BRIDGE
2510 1"=10'-0" DOWNSTREAM. THE ELEVATIONS AND PROFILE OF THIS BRIDGE SS\ONAL FN
(PROTECTIVE FENCE NOT SHOWN FOR CLARITY) WERE SET SO THAT THE BOTTOM CHORD CLEARS THE Q50
AND THE LOW CHORD IS SET AT THE Q100 ELEVATION.
Q� 0311(vi 2.
REVISIONS DESIGNED SCALES SHOWN � �
NO. DATE BY DESCRIPTION C. DAVIS ARE FOR 11" X 17" IDAHO oano ENGL I SH SITUATION AND LAYOUT BRIDGE PLANS
DESIGN DETAILED K. FOX CHECKED PRINTS ONLY TRA N S PO RTATI O N A BRIDGE KEY NO.
CADD FILE NAME y PROJECT NO. 53 PREFABRICATED STEEL TRUSS BRIDGE NIA s 0
sq �
D. FOSTER DEPARTMENT �Ar4tI0N0EEpp PEDESTRIAN SIDEWALK OVER FIVEMILE CREEK COUNTY KEY NO. �qrF OF��Pr Q,
DWG. CHECKED 20788 bnpd o1Nl.dgn YOUR Safety-YOUR»YOUR Mobility-YOUR Economic Opportunity A023 408
CORRE STA. 10+45.00 ADA 23408 QO P(�
OCTIONS DRAWING DATE: 90 DAVID EVANS BRIDGE DWG. NO. SHEET YS. M(EFz
A. NOVEMBER 2021 AND ASSOCIATES INC. 18090 1 OF 9
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f{ i� _ ADA AND CANYON COUNTIES, I
PEDESTRIAN SIDEWALK '� F M/oonnt hoshone p°ocate/to
OVER FIVEMILE CREEK SHSEGMENT CODE000139038 I �46 L
STA 10+45.00 Twin °Burley
I Falls I
SHEET INDEX QUANTITIES
SITUATION AND LAYOUT ..... . .. 1 210-005A STR EXCAVATION SCH NO. 1. 110 CY
SHEET INDEX, QUANTITIES, & VICINITY MAP 2 210-015A COMPACTING BACKFILL..-... .. 77 CY
DESIGN AND GENERAL NOTES---..-- 3 502-140A CONC CL 40-A SCH NO. 1-. 41 CY
FOUNDATION INVESTIGATION.. 4 503-010A METAL REINF SCH NO. 1._-....___ - - - 3,883 LB
FOUNDATION LAYOUT AND DETAILS.-... 5 503-020A EPDXY COATED METAL REINF... 361 LB
ABUTMENT DETAILS. ... 6 S501-25A SP BRIDGE PRE-ENGINEERED METAL PEDESTRIAN BRIDGE ------------- 1 LS
WING DETAILS-.--. 7
PROTECTIVE FENCE DETAILS- 8
METAL REINFORCEMENT------ ----------- 9
NAL FNC
0, �\GENSF0
REVISIONS DESIGNED SCALES SHOWN oaeo 173
C. DAVIS ARE FOR 11" X 17" IDAHO * * ENGL I SH SHEET INDEX, QUANTITIES, & VICINITY MAP BRIDGE PLANS 3
NO. DATE BY DESCRIPTION DESIGN CHECKED
K. FOX PRINTS ONLY TRANSPORTATION= r BRIDGE KEY NO.
CADD FILE NAME PROJECT NO. 53 PREFABRICATED STEEL TRUSS BRIDGE N/A
DETAILED sPo �� _ J,
D. FOSTER DEPARTMENT �JgtIDNDEQP PEDESTRIAN SIDEWALK OVER FIVEMILE CREEK COUNTY KEY NO.
os CEO �TFOF
DWG. CHECKED 20788 brp0 D102.dgn YOUR Safety-YOUR Mobility-YOUR Economic Opportunity STA. 10+45.00
ADA 23
CORRECTIONS
BOGGAN CTIONS DRAWING DATE: DAVID EVANS A023(408) BRIDGE DWG. NO. SHEET Oys KERP'
A:l I NOVEMBER 2021 0 wNo ASSOCIATES INC. 18090 2 OF 9
DESIGN NOTES GENERAL NOTES
DESIGN SPECIFICATIONS CONSTRUCTION SPECIFICATIONS
PREFABRICATED BRIDGE IN ACCORDANCE WITH: AASHTO "LRFD GUIDE SPECIFICATIONS FOR DESIGN OF PEDESTRIAN MATERIALS, CONSTRUCTION AND WORKMANSHIP WILL BE IN ACCORDANCE WITH THE STATE OF IDAHO
BRIDGE" 2ND EDITION WITH INTERIMS, "AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS" 9TH EDITION, AND AASHTO/AWS TRANSPORTATION DEPARTMENT, "STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION", 2018
"STRUCTURAL WELDING CODE D1.5. EDITION, 2021 SUPPLEMENTAL SPECIFICATIONS, AND THE PROJECT PLANS AND SPECIFICATIONS.
ABUTMENTS IN ACCORDANCE WITH : "AASHTO LRFD BRIDGE DESIGN SPECIFICATION" 9th EDITION.
DESIGN PROCEDURES MATERIAL
THE FOLLOWING PROPRIETARY COMPUTER SOFTWARE PROGRAMS WERE USED TO FACILITATE THE STRUCTURAL CONCRETE : DECK SLAB - CLASS 40AF.................................................. f'c = 4.00 ksi
ANALYSIS: ABUTMENTS AND WINGS - CLASS 40A...................................... f'c = 4.00 ksi
METAL REINFORCEMENT : AASHTO M31, GRADE 60...................................... fy = 60.00 ksi
NAME VERSION RELEASE DATE NAME VERSION RELEASE DATE STRUCTURAL STEEL: ASTM A709 GRADE 50W............................................. fy = 50.00 ksi
MS EXCEL 2016 2016 BASE METAL & WELD CHARPY V-NOTCH REQUIREMENT SHALL MEET ZONE 2.
MATHCAD 15.0 2017 STRUCTURAL TUBE STEEL: ASTM A847 GRADE PER MANUFACTURER'S REQUIREMENTS.
ANCHOR BOLTS: ASTM F-1554, GRADE 36, GALVANIZED 1N ACCORDANCE WITH ASTM A-153.
DESIGN LOADS PLAN DIMENSIONS AND ELEVATIONS
PERMANENT LOADS BEVEL ALL EXPOSED EDGES OF CONCRETE %4" UNLESS NOTED OTHERWISE.
DC UNIT WEIGHT OF REINFORCED CONCRETE 0.150 kcf ALL DIMENSIONS TO REINFORCING STEEL ARE TO CENTERLINE OF BAR UNLESS NOTED OTHERWISE.
UNIT WEIGHT OF STRUCTURAL STEEL ___________ 0.490 kcf PROVIDE 2" CONCRETE COVER MEASURED FROM THE FACE OF THE CONCRETE TO THE FACE OF ANY
DW INITIAL WEARING SURFACE___ _______________ 0.000 ksf REINFORCING BAR, UNLESS SHOWN OTHERWISE ON THE DRAWINGS.
FUTURE WEARING SURFACE-- _ ____. 0.000 ksf PROVIDE REINFORCING STEEL SPLICE LENGTHS 1N ACCORDANCE WITH AASHTO SPECIFICATIONS.
UTILITIES 0.000 klf CONSTRUCTION
FUTURE UTILITIES 0.050 klf ALL REINFORCING STEEL TO BE EPDXY COATED IS DESIGNATED BY AN "E" AFTER THE BAR MARK.
EV UNIT WEIGHT OF SOIL 0.130 kcf ALL GLASS FIBER REINFORCED POLYMER REINFORCEMENT IS DESIGNATED BY A "G" AFTER THE BAR MARK.
EH ACTIVE PRESSURE 0.034 kcf CONSTRUCTION JOINTS WILL BE PERMITTED ONLY AT THE LOCATIONS SHOWN ON THE PLANS OR AS
AT REST PRESSURE 0.05/ kcf APPROVED BY THE ENGINEER.
TRANSIENT LOADS PERMANENT METAL DECK SLAB FORMS MAY BE USED AT CONTRACTOR'S OPTION.
LL H10 PAINT CONCRETE SUBSTRUCTURES, IF REQUIRED, WITH CLEAR PROTECTIVE COATING OR A PIGMENTED COATING
PL PEDESTRIAN LOAD 0.090 ksf IN ACCORDANCE WITH SUBSECTION 627.03 OF THE STANDARD SPECIFICATIONS.
LS LIVE LOAD SURCHARGE AT ABUTMENT 2.0 feet PROTECT ALL SURFACES OF THE SUBSTRUCTURE WHICH WILL BE EXPOSED ON THE COMPLETED STRUCTURE TO
TU UNIFORM TEMPERATURE RANGE -30' F TO 120° F PREVENT STAINING WITH PLASTIC SHEETS OR OTHER APPROVED METHODS UNTIL DECK PLACEMENT IS COMPLETED
BASE SETTING TEMPERATURE 60' F AND PREFABRICATED BRIDGE BLAST CLEANED.
EXTREME EVENT LOADS WELDED FABRICATION WILL BE IN ACCORDANCE WITH ANSI/AASHTO/AWS D1.5 AND ALL INTERIM REVISIONS
EQ SITE CLASS D PUBLISHED BY AASHTO.
ACCELERATION COEFFICIENT SD1 0.16 g NO BOLTED OR FIELD WELDED CONNECTIONS SHALL BE USED UNLESS APPROVED BY THE ENGINEER.
SEISMIC PERFORMANCE ZONE 2 ALL ELEVATIONS ARE BASED ON NAVD 88 DATUM.
SPREAD FOOTING DESIGN LOADS INCIDENTAL ITEMS
ALL ITEMS SHOWN OR NOTED ON PLANS WHICH ARE NOT SPECIFICALLY BID ITEMS ARE CONSIDERED
STRENGTH LIMIT STATE EXTREME LIMIT STATE INCIDENTAL ITEMS. THE COST OF FURNISHING AND INSTALLING ALL INCIDENTAL ITEMS WILL NOT BE
NOMINAL BEARING RESISTANCE qn = 14.6 ksf NOMINAL BEARING RESISTANCE qn= 14.3 ksf PAID FOR SEPARATELY, BUT WILL BE INCLUDED IN THE UNIT PRICE BID FOR OTHER ITEMS, UNLESS
EFFECTIVE FOOTING WIDTH B' = 5.5 ft EFFECTIVE FOOTING WIDTH B' = 5.4 ft NOTED OTHERWISE.
EFFECTIVE FOOTING LENGTH L' = 16.0 ft EFFECTIVE FOOTING LENGTH L' = 15.9 ft
RESISTANCE FACTOR mb = 0.45 RESISTANCE FACTOR m = 1.0
FACTORED BEARING RESISTANCE qR= gnmb= 6.6 ksf FACTORED BEARING RESISTANCE mqn= 14.3 ksf
FACTORED APPLIED LOAD yQ/(B'L') = 3.0 ksf FACTORED APPLIED LOAD yQ/(B'L') = 1.8 ksf
SLIDING SLIDING
NOMINAL SLIDING RESISTANCE Rn= 100 kips NOMINAL SLIDING RESISTANCE Rn= 111 kips
RESISTANCE FACTOR 0 = 0.90 RESISTANCE FACTOR (D = 1.0
FACTORED SLIDING RESISTANCE RR= Rnm = 90 kips FACTORED SLIDING RESISTANCE mRn= 111 kips
FACTORED APPLIED LOAD yV = 86 kips FACTORED APPLIED LOAD yV = 56 kips
SERVICE LIMIT STATE
PRESUMPTIVE BEARING CAPACITY q = 12.3 ksf
BASED UPON FOOTING SETTLEMEN?= 1 inches OR LESS
EFFECTIVE FOOTING WIDTH B' = 5.2 ft
EFFECTIVE FOOTING LENGTH L' = 15.7 ft
RESISTANCE FACTOR m = 1.0
FACTORED PRESUMPTIVE BEARING RESISTANCE mqp= 12.3 ksf
FACTORED APPLIED LOAD yQ/(B'L') = 2.3 ksf
55�oNAL FNc
�x �\OENSFQ
4� o 3 It(o 2.Z-
REVISIONS DESIGNED SCALES SHOWN N oaea
O. DATE BY DESCRIPTION C. DAVIS ARE FOR 11" X 17" IDAHO , * ENGL I SH DESIGN AND GENERAL NOTES BRIDGE PLANS V3
DESIGN CHECKED PRINTS ONLY TRANSPORTATION
_ I CADD FILE NAME PROJECT NO. 53' PREFABRICATED STEEL TRUSS BRIDGE BRIDGE KEY NO.
K. FOX
DETAILED e N/A p
D. FOSTER DEPARTMENT �gTION�Qp PEDESTRIAN SIDEWALK OVER FIVEMILE CREEK COUNTY KEY NO. C 9rFOF�oP�%.Q,
D RG,CHECKOGGA D 20788 brpd 0103.dgn YOUR Safety-YOUR Mobility-YOUR Economic O ortunit STA. 10+45.00 ADA 23408
IL ±CORRECTIONS DRAWING DATE: o o DAVID EVANS A023(408) BRIDGE DWG. NO. SHEET YS KERP
I NOVEMBER 2021 WAND ASSOCIATES INc. 18090 3 OF 9
rv_— WANis ' Mia nnia a MIN —
LEGEND
OHE OHE
OHE ` OH; OHE
i LAYER 1 LAYER 3
IE
SILT, SILT WITH SAND SAND W/TH
SIDEWALK SURVEY& (ML) SILT(SP-SM)
v i I i i i i I PROFILE GRADE LINE—
i
[ULAYER 2 LAYER 4
SILTY SAND, SILTY ® GRAVEL WITH SAND AND
GEI-BO68-20 SAND WITH GRAVEL
COBBLES (GM)
�', i i i i i AND COBBLES (SM)
L _ - - J STA.BOR+DG
50
1 ' EL.2526.01
BRIG.ABUT. 1 Il l I l l l BRIG.ABUT.2
BEGIN BRIDGE % ' /
STA. 1 i+18.50
EL.2526.01 / -
FIVEMILE CREEK
OFF OFFSET FROM CENTERLINE (FEET)
CE COLLAR ELEVATION (FEET)
N BLOWS OF A 140 LB HAMMER FALLING 30"
REQUIRED TO DRIVE A 2"OD SPLIT-SPOON
SAMPLER A DISTANCE OF 12 INCHES
N" A 140 LB HAMMER FALLING 30"WAS
GEI-B067-20 l �� ; I USED TO DRIVE A 3"OD SPLIT-BARREL
/ SAMPLER. THE FIELD BLOWCOUNTS FOR THE
PLAN OVERSIZED SAMPLER WERE CONVERTED TO
APPROXIMATE N-VALUES (N7 USING THE
LOCROIX-HORN CONVERSION
2540 APPROXIMATE GROUNDWATER ELEVATION
PEDESTRIAN BRIDGE ENCOUNTERED DURING DRILLING
GEI-B067-20 PROFILE OVER FIVEMILE CREEK GEI-BO68-20
STA. 10+02 GRADE LINE STA: 10+77
2530 OFF:28'R OFF..5'R
CE.2523.01 i NLI nhtsCE:2522.65
--------------- -�� f
-- -----------
2520 N-4 i �� --r____---- ---- I I N=13 NOTES.
SZ N'=23 - r- _ N=26
N=5 0/4" �---------------r N=6 4 1. THE SUBSURFACE CONDITIONS SHOWN RESPRESENT THE
° N=6 0/3" N'=5 0/4" APPROXIMATE DEPTHS OF CHANGES IN SOIL TYPE THE TRANSITION
p 1 N=72 ° N=1 00 BETWEEN MATERIALS MAY BE GRADUAL OR ABRUPT
2510 Dc N=99 D N=50/4"
EXISTING GROUND 2. THIS PROFILE SHOWS SUBSURFACE CONDITIONS SHOWN AT THE
N=1 5 N=7 1 SPECIFIC BORING LOCATIONS AT THE TIME THE BORINGS WERE
DRILLED. THEY MAY NOT BE REPRESENTATIVE OF SUBSURFACE SOIL,
2500 N.=18 N=1 7 ROCK AND GROUNDWATER CONDITIONS AT OTHER LOCATIONS AND
TIME.
N=22 N=17 3. COBBLES ARE PRESENT AND SHOULD BE ANTICIPATED TO BE
2490 N=3 3 N=3 4 ENCOUNTERED AT THE SITE.
4. GROUNDWATER ELEVATIONS SHOWN ARE BASED ON WATER LEVELS
N=35 N=21 AT THE TIME OF DRILLING, GROUNDWATER LEVELS ARE APPROXIMATE
2480 N=34 N=21 AND SHOULD BE EXPECTED TO FLUCTUATE.
5. THE FOUNDATION INVESTIGATION REPORT,BORING LOGS,AND
N=31 N=20 OTHER INFORMATION RELATED TO FOUNDATION INVESTIGATION FOR
THIS PROJECT ARE AVAILABLE AT THE ITO DISTRICT MATERIALS
2470 N=3 2 N=2 4 SECTION.
N=59 N=24
2460 N=75 N=19
ELEVATION N=38 �SSAL ENG�
2450 HORIZONTAL 1"=10'-0" Ct4 �G�NSF �tt`
VERTICAL 1"=20'-0" N=3 4
REVISIONS DESIMED SC OWN FOR 11" DAHO FOUNDATION INVESTIGATION BRIDGE PLANS
O. DATE BY DESCRIPTION C.WOO ARE FOR 11 X 17" I DAH O E N G L I S H
DESIGN CHECKED PRINTS ONLY
B. DUREE TRANSPORTATION 53' PREFABRICATED STEEL TRUSS BRIDGE BRIDGE KEY NO.
DETAILED CADD FILE NAME ms PROJECT NO. N/A ,�, 4�
T.BYRD DEPARTMENT PEDESTRIAN SIDEWALK OVER FIVEMILE CREEK COUNTY KEY NO.
DWG.CHECKED 2078U_OrpO 070Ltlgn YOUR satet,YOURMohiht,YOUREconomic0 ortunit STA. 10+45.00 ADA 23408 '9j,. of: �� JQ`
B. DUREE DRAWING DATE: A023(408) BRIDGE DWG.NO. SHEET
R. CORRECTIONS GEOENGINEERS p' O
NOVEMBER 2021 18090 4 OF 9
rL BRG. ABUT. 1 r 50'-0" SPAN (L BRG. ABUT. 2
I
I I
- -
I
CS 4L i
I
� I
N 00°06'59" E .E
SIDEWALK SURVEY &-
�1 PROFILE GRADE LINE
I I I
I I rL BRG. ABUT. 1 BRG. ABUT. 2 J
, I I I
`I STA. 10+20.00 STA. 10+70.00
60 F-
i I
FINISHED GROUND
� 4 I
3'-6" I 3'-6"
(TYP.) (TYP.) \~ I
7'-0" EXISTING GROUND
(TYP.) STRUCTURE EXCAVATION
PAY LIMITS ------ --
FOUNDATION LAYOUT
z EXCAVATE OR SHORE AS
w- NEEDED FOR STABILITY
O
(TYP.)
U
N
FOOTING ELEVATION NOTE: SPREAD FOOTINGS FOR ABUTMENTS
2'-0" SHALL BE CONSTRUCTED ON A PREPARED
SUBGRADE PER RECOMMENDATIONS
(TYP.) PROVIDED IN THE MATERIALS PHASE IV
FOUNDATION INVESTIGATION REPORT.
COMPACTING STRUCTURE EXCAVATION DETAIL
BACKFILL EXCAVATION N.T.S.
210-015A SCH. NO. 1
210-005A
SS\kONAL FAG
,SCE N SFQ �7,F
a� o311GI�ZL `�
REVISIONS DESIGNED SCALES SHOWN Dana
No DATE I BY I DESCRIPTION C. DAVIS ARE FOR 11" X 17" IDAHO * * ENGL I SH FOUNDATION LAYOUT AND DETAILS BRIDGE PLANS /
DESIGN
FOX CHECKED PRINTS ONLY TRANSPORTATION 5 1` 7
BRIDGE KEY NO.
CADD FILE NAME PROJECT NO. 53 PREFABRICATED STEEL TRUSS BRIDGE
DETAILED s NSA tP O
D. FOSTER DEPARTMENT $9r4TIONOEap PEDESTRIAN SIDEWALK OVER FIVEMILE CREEK COUNTY KEY NO. TAT Px
DWG. CHECKED 20788 brpa_D105.agn STA. 10+45.00 F OF�� Q
IA I I YOUR Safe YOUR Mobilit -.YOUR Economic Opportuni ADA 23408 � (�
CORRECTIAN ONS DRAWING DATE: DAVID EVANS A023(408) BRIDGE DWG. NO. SHEET �YS KERP
NOVEMBER 2021 TWANo ASSOCIATES INC. 18090 5 OF 9
16'-0"
OUT TO OUT ALONG CL OF BEARING
8'-0" 8'-0"
FOOTING REINF.* ABUT REINF.*
A2-#5 & A7-#5(E)
6'-9" TO CL ANCHORS **
i
F4-#4 (TYP.)_ A5-#5 OR I
rA6-#5(E)
WING REINF._
(SEE SHEET 7) 1'-6" Fly 1'-6" w
I LL
m il--`. 1' loll~ :4 ^
ILLWING (TYP.) I ui
`1s ,, CL B RG. 5 Q
O c° F - �� TOP OF BACKWALL_
— ----------------- --------------+— _
w CL BRIG. ABUT. 2 n A7-#5(E)
N
t 00 p A4-#5 TIE (TYP.) (ALTERNATE rn
CL # w 135° BEND EVERY OTHER BAR)
00
—-—-—-—-—-— - Q a I ill Ile
N a A3-#5
} CL SIDEWALK A3-#5 OR i H * EQ. SPA.
H A5-#5 REINFORCEMENT SYMMETRICAL
ABOUT CL SIDEWALK. r
F2-#6 & F3-#6 Al-#5 & A4-#5 TIE �j ** CONFIRM WITH PREFABRICATED
F4-#4 (E.F.) ABUTMENT PLAN BRIDGE MANUFACTURER. ANCHOR BOLTS WITH
(ABUT. 2 SHOWN, ABUT. 1 SIMILAR) BEARING NUTS AND WASHER. . A2-#5 L
3 n—
COORDINATE WITH BRIDGE
MANUFACTURER.
a m
17 Al-#5 & A4-#5 @ 12" MAX. =' iO
3 3"F 17 A2-#5 & A7#5(E) @ 12" MAX. !{
#
SIDEWALK �I J_Al-#5 + .p a
EL. A EL B
4 A3-#5
A4-#5 TIE (TYP.)
(SPACE AS SHOWN) I i i i
a
w _F3-#6_ �
i�--- w F4-#4 (TYP.)_ -----------
o
w ui
IL 'nk
II I `D
L w
Ln to
Q BOTTOM f
p A8-#5 F2-#6 FOOTING
F1-#6 (TOP & BOT.)
FI _ C (I FVFI ) -1-1 EEEI 11 111 7'-0"
I
\F4-#4 (E.F.) A� LF1-#6 SECTION A-A
3" (SPA. W/ F1-#6) (TOP & BOT.) �12 V-0„
(TYP.) 17 F3-#6 (TOP) @ 12" MAX. ABUTMENT ELEVATIONS
r� 17 F2-#6 (BOT.) @ 12" MAX. 1 LOCATION EL. A & B *** EL. C
17 F4-#4 (E.F.), SPA W/ F2 & F3 ABUT. 1 2526.05 2517.00
ABUTMENT ELEVATION ABUT. 2 2526.05 2517.00 � �Sc��ONAL
(WINGS NOT SHOWN FOR CLARITY) *** ELEVATION AT TOP OF BACKWALL. O� \\GEtNSFQ
REVISIONS DESIGNED SCALES SHOWN DAHO
NO DATE BY DESCRIPTION
C. DAVIS ARE FOR 11" x 1�" IDAHO ENGL I SH ABUTMENT DETAILS BRIDGE PLANS 6y3
-- - DESIGN
FOX NECKED PRINTS ONLY TRANSPORTATION= BRIDGE KEY N0.
CADD FILE NAME y PROJECT NO. 53 PREFABRICATED STEEL TRUSS BRIDGE NSA s O
DETAILED spa p�ti ),
D. FOSTER DEPARTMENT �rA ONDEQ PEDESTRIAN SIDEWALK OVER FIVEMILE CREEK COUNTY KEY NO.
DWG. CHECKED 20788 brpd o10b.dgn YOUR Safety—YOUR Mobility-YOUR Economic Opportunity STA. 10+45.00 ADA 23408 `OO ` OF 0
R. BOGGAN DRAWING DATE: o��/��r���e DAVID EVANS A023(408) BRIDGE DWG. NO. SHEET KE
Y
CORRECTIONS NOVEMBER 2021 YIY AND ASSOCIATES INc. 18090 6 OF 9 S
,0"
�1f2/�A
2'-0" LAP
135°00'00"
W2-#5 (F.F.) (MIN.)
W4-#5 (E.F.) W7-#4 n W6-#5 (F.F.)
OD
W3--#4 (E.F.) W3A-#4 0
W1--#5 (N.F.) d,
---- ---- - ------1 (N.F.) W5--#5
i .L---- -—-—--
_
i +
W3--#4 (E.F.) & W7-#4
6'-0" Ln Ln
Q Q
In �
WING 1 & 3 PLAN 3: WING 2 & 4 PLAN
(WING 3 SHOWN, WING 1 SIMILAR) o (WING 4 SHOWN, WING 2 SIMILAR)
un Ln Lrl ui
# #> (N.F.) (F.F.) # #
1 1 ! l
Q In io Q
3" 7 W3-#4 (E.F.) & 7 W7--#4 3" EL. A 3" 7 W3-#4 (E.F.) & 7 W7--#4 �3"
Inc ccSPA. @ 12" MAX. = 5'-6" S . MAX.L. A O O PA @ 12" MAX = 5'-6"
Ln Ln
W3A-#4 (N.F.) I I
A� # # A�
li W4-#5 E.F. ri W4A-#5 (E.F,)
--------- -- -- ---------
--- — L --
i
- ----�- - — -- — — ---�- --
EL. B i - I �---- -- � EL. B
�o n
u-� -I`- - ------ l.L a' LL Q ---_— —_— - -_ LL Q
Z N
v0 "10
LL � Zl0
In Ln m O Ln
*k � # Q LnQ 2
Q a N o to Q
Ito � vai
N LL. a LL ry Ln > Q Il Ln LL 0N
? ui tv Q N v1 Q Z II
IILn
yk Q # # # Qa
}1
a ! 1 ! ul Q
� `�' � a Stan � o
a tD
w @
EL. C EL. C
WING ELEVATION TABLE
LOCATION EL. A EL. B EL. C
BOT. FTG. WING 1 2526.05 2524.00 2518.50 BOT. FTG.
WING 2 2526.05 2524.00 2518.50
WING 3 2526.05 2524.00 2518.50
WING 1 & 3 ELEVATION - WING 2 & 4 ELEVATION
"=1'-0" WING 4 2526.05 2524.00 2518.50 'h„=1'-0" SS�ONAL EEC
V\GENS<cO v /1(,/2o2z
3
REVISIONS DESIGNED SCALES SHOWN LuLHg 6�3�
NO DATE BY DESCRIPTION C. DAVIS ARE FOR 11" X 17" IDAHO , * ENGL I SH WING DETAILS BRIDGE PLANS
DESIGN
FOX NECKED PRINTS ONLY TRANSPORTATION p� I� I BRIDGE KEY NO.
DETAILED CADD FILE NAME `q 1 PROJECT NO. 53 PREFABRICATED STEEL TRUSS BRIDGE N/A s
D. FOSTER DEPARTMENT �J4710%O) PEDESTRIAN SIDEWALK OVER FIVEMILE CREEK COUNTY KEY NO. � -1 R OF
D GB HECK D 20788 b,pd D107.dg, YOUR Sale[ »YOUR Moblll[ +YOUR Economic O ortunit STA. 10+45.00 ADA 23408 �O
CORRECTIONS DRAWING DATE: DAVID EVANS A023(408) BRIDGE DWG. NO. SHEET YS KERP'
NOVEMBER 2021 1 ANo ASSOCIATES INc. 18090 7 OF 9
NOTES:
CL END POST POST 5'-0" (MIN.) 6'-8" (MAX.) POST WELDED WIRE FABRIC- POST 1. PROTECTIVE FENCE SHOWN IS GENERAL MINIMUM
-�-- •I= 2" x 2" W1.4xW1.4 REQUIREMENTS. ALTERNATE SYSTEMS MAY BE
4 HSS 4x2x3/16" HSS 4x2x3/6" SPLICE SUBMITTED FOR APPROVAL BY THE ENGINEER, SEE
(TYP.) (RUB RAIL) (TYP.) HSS 2x2x/316" SPECIAL PROVISIONS S501-25A.
2. PROTECTIVE FENCE IS INCIDENTAL TO BID ITEM
I � � � 5501-25A "SP BRIDGE PRE-ENGINEERED METAL
PEDESTRIAN BRIDGE".
I I _ I I t; —
- - I �
- -I WELDED
WELDED WIRE FABRIC
-
IL17
WIRE FABRIC =
I I -
I I I I
HSS ZXZX3/16" HSS 2X2X3/16"
tTIM
(TYP.) io (TYP.)
-TT
_ r1
I . I . I I •
I I I
HSS 4x2x3/16"
t
r t 1 HSS 4x20/16"
m 1O N (TYP.)
N HSS 4X2X3/1 a c0
00 (RUB RAIL)
II li
II li
II I , c
A t.J �TOP OF io io IN
DECK iv IfYt
PROTECTIVE FENCE ELEVATION BASE PLATE W!
(BRIDGE TRUSS NOT SHOWN FOR CLARITY) CASTAN-PLACE ANCHORS
TOP OF
f `O
DECK tO TOP OF WING
TRUSS � '
I TOE PLATE
(TYP.)
SECTION A-A TYPICAL SECTION ON WING
1/2"=1'-0"
�SS\ONAL FN
,AGE N SFQ
REVISIONS DESIGNED SCALES SHOWN loneo Q �3l[GIyUZZ
C. DAVIS ARE FOR 11" X 17" IDAHO ENGL I SH PROTECTIVE FENCE DETAILS BRIDGE PLANS
NO. DATE BY DESCRIPTION DESIGN CHECKED PRINTS ONLY
K. FOX CADD FILE NAME TRANSPORTATION= PROJECT NO. 53' PREFABRICATED STEEL TRUSS BRIDGE BRIDGE KEY NO.
DETAILEDq N/A
D. FOSTER DEPARTMENT 4710N0EQ? PEDESTRIAN SIDEWALK OVER FIVEMILE CREEK COUNTY KEY NO. ATE �pP�
Dtc
RG BOGGAN CHECKED 20788 brpa D1o8.tlgn YOUR Safety—YOUR Mobility-YOUR Economic Opportunity STA. 10+45.00 ADA 23408 OQ OF RRECTIONS DRAWING DATE: DAVID EVANS A023(408) BRIDGE DWG. NO. SHEET YS KERP
NOVEMBER 2021 WANo ASSOCIATES ,Nc. 18090 8 OF 9
SUBSTRUCTURE BAR BEND DIAGRAMS BEND DETAILS
1 2 3 4
BAR NO. OF BAR BARS/ LENGTH LENGTH LENGTH LENGTH LENGTH ANGLE ANGLE TOTAL 11
MARK LOCATION COATa a a =i i U =i i
SIZE BARS TYPE SET a b c d e O m � LENGTH a a - �ii ADD "B"
F 1 ABUT. 1 6 16 1 15'-8" 250'-8" �7s ll��c Q W i LENGTH i� Q w 11
F2 ABUT. 1 6 17 1 6'-8" 113'-4" 5 6 7 8 a i
F3 ABUT. 1 6 17 1 6'-8" 113'-4" d e a a b �ce
d z i D z DD z D
F4- ABUT. 1 4 50 4 1'-l" 0'-5" 0'-5" 95'-11" b = b[ ]c s \ > u u 'I u ,
Al ABUT. 1 5 17 2 7'-4" 0'-10" 138'-10"
a d e b� Caw C7W � w
A2 ABUT. 1 5 17 2 7'-4" 0'-10" 138'-10" 9 10 11 30 E Ln H Ln Ln
A3 ABUT. 1 5 4 1 15'-8" 62'-8" B b c a c m CV� �XN Z Z Z Z z Z
�k A4 ABUT. 1 5 39 3 2'-8" 14l'-5" a 0 a O b b ..
A5 ABUT. 1 5 12 1 15'-8" 188'-0"
A6 ABUT. 1 5 (E) 4 1 15'-8" 62'-8" 31 �1N� a 32 e l 33 3�a�c
180' BEND 90' BEND 135' BEND
A7 ABUT. 1 5 (E) 17 4 0'-6" 3'-0" 3'-0" 110'-6" GV - bn f d "L" = LENGTH GIVEN IN SKETCH
A8 ABUT. 1 5 4 1 7'-4" 29'-4" c ad b \c b c O
o -o I- -I STANDARD END STIRRUP AND TIE
F1 ABUT. 2 6 16 1 15'-8" 250'-8" 39 m
F2 ABUT. 2 6 17 1 6'-8" 113'-4" b o HOOK DIMENSIONS HOOK DIMENSIONS
F3 ABUT. 2 6 17 1 6'-8" 113'-4" a / 1 a b BAR ALL GRADES ALL GRADES
F4 ABUT. 2 4 50 4 1'-l" 0'-5" 0'-5" 95'-11" PLAN ELEV. SIZE D (IN.) A (IN.) B (IN.) D (IN.) B (IN.) C (IN.)
Al ABUT. 2 5 17 2 7'-4" 0'-10" 138'-10" #3 2Y4 5 6 132 4 4
s = STANDARD END HOOK, STIRRUP HOOK, OR TIE HOOK DIMENSION #4 3 6 8 2 4�t 4�z
A2 ABUT. 2 5 17 2 7'-4" 0'-10" 138'-10"
A3 ABUT. 2 5 4 1 15'-8" 62'-8"
#5 33/4 7 10 2% 6 5
�k A4 ABUT. 2 5 39 3 2'-8" 141'-5" #6 434 8 12 4% 12 8
A5 ABUT. 2 5 12 1 15'-8" 188'-0" #7 5�/4 10 14 5% 14 9
A6 ABUT. 2 5 (E) 4 1 15'-8" 62'-8" #8 6 11 16 6 16 10%
A7 ABUT. 2 5 (E) 17 4 0'-6" 3'-0" 3'-0" 110'-6" #9 931 15 19
AS ABUT. 2 5 4 1 7'-4" 29'-4" _SUBSTRUCTURE BAR WEIGHT #10 10% 17 22
BAR LINEAR POUNDS TOTAL #11 12 19 24
W1 WING 1 & 3 5 12 1 8'-0" 96'-0" SIZE I FEET PER FOOT WEIGHT #14 18Y4 27 31
W1A WING 1 & 3 5 4 30 2 5'-3" 6'-6" 23'-6" #3 0,376 #18 24 36 41
W2 WING 1 & 3 5 12 1 8'-0" 96'-0" #4 635'-8" 0.668 424
W2A WING 1 & 3 5 4 30 2 5'-3" 6'-6" 23'-6" #5 1,941'-l" 1.043 2,025 REINFORCEMENT NOTES
W3 WING 1 & 3 4 28 30 4 5'-2" 7'-2" 172'-8"
#6 954'-8" 1.502 1,434 1. ALL BEND DETAILS TO BE ACCORDING TO THE LATEST A.C.I STANDARD
W4 WING 1 & 3 5 4 9 6'-2" 2'-2" 19.4 33'-4" #7 2.044 PRACTICE AND AASHTO SPECIFICATIONS.
W7 WING 1 & 3 4 14 4 0'-6" 1'-0" 1'-0" 35'-0" #8 2.670 2. DIMENSIONS SHOWN IN THE "BAR BEND DIAGRAMS" ARE OUT TO OUT OF
#9 3.400 BEND POINTS OR HOOKS AND/OR END OF BARS UNLESS NOTED
ws WING 2 & 4 5 12 9 5'-9" 3'-0" 45 los'-o"
TOTAL WEIGHT 3,883 OTHERWISE. PIN DIAMETER "D" IS THE SAME FOR ALL BENDS AND HOOKS
EPDXY COATED BAR WEIGHT ON A BAR.
W5A WING 2 & 4 5 4 34 2 3'-0" 4'-3" 3'-0" 45 14'-6" 3. NO DEDUCTIONS FOR CURVATURE AT BENDS ARE MADE EXCEPT FOR THE
W6 WING 2 & 4 5 12 9 5'-7" 2'-9" 45 100'-0" BAR LINEAR POUNDS TOTAL ADJUSTMENTS INCLUDED IN THE ABOVE "ADD LENGTH" DIMENSIONS.
W15A WING 2 & 4 5 4 34 2 2'-10" 4'-l" 2'-9" 45 13'-10" SIZE FEET PER FOOT WEIGHT 4. * INDICATES STIRRUP OR TIE BAR.
W3 WING 2 & 4 4 28 34 4 5'-2" 7'-2" 172'-8" #4 0.668 5. PROVIDE BARS THAT CONFORM TO AASHTO M31, GRADE 60.
W3A WING 2 & 4 4 11 4 1 7'-2" 28,-8" #5 346'-4" 1.043 361 6. A. PROVIDE EPDXY COATED BARS DESIGNATED "E" IN THE "COAT"
W4A WING 2 & 4 5 4 39 6'-2" 3'-2" 45 19.4 37'-4" #6 1.502 COLUMN.
#7 2.044 B. PROVIDE GLASS FIBER REINFORCED POLYMER BARS DESIGNATED "G" IN
W7 WING 2 & 4 4 14 4 0'-6" 1'-0" V-0" 35'-0" TOTAL WEIGHT 361 THE "COAT" COLUMN.
7. ONLY REINFORCING STEEL TO BE PAID FOR UNDER THE BID ITEMS 503-
020A AND 503-020A IS SHOWN ON THIS SHEET.
8. VERIFY THE QUANTITY, SIZE, AND SHAPE OF THE BAR REINFORCEMENT
AGAINST THE STRUCTURE DRAWINGS AND MAKE ANY NECESSARY
CORRECTIONS BEFORE ORDERING, AS PER SUBSECTION 503.03 OF THE
STANDARD SPECIFICATIONS.
�SNpNAL ENG
Q0Q�' ��GENSEQ
REVISIONS DESIGNED SCALES SHOWN onnrn b3�1b12-o 2-1-)11
NO DATE[ BY! DESCRIPTION C. ARE FOR 11" X 17" IDAHO ENGL I SH METAL REINFORCEMENT BRIDGE PLANS 1 6 3
— DESIGNN C CHEHECKED PRINTS ONLY
K. FOX TRANSPORTATION P I PROJECT NO. 53' PREFABRICATED STEEL TRUSS BRIDGE BRIDGE KEY NO.
DETAILED CADD FILE NAME s NSA
D. FOSTER DEPARTMENT "4TI OEQpc PEDESTRIAN SIDEWALK OVER FIVEMILE CREEK COUNTY KEY NO. 9T
DWG.
RG B HECK D 20768 brptl 0109.dgn YOUR Safet YOUR Mobilit �VOUR Economic Opportunit A023 408 STA. 10+45.00 ADA 23408 Coo OF\O vP
— CORRECTIONS DRAWING DATE: WE DAVID EVANS BRIDGE DWG. NO.ISHEET YS KERP
NOVEMBER 2021 WAND ASSOCIATES INc. 18090 9 OF 9