a d d e n d u m
TRANSCRIPT
A d d e n d u m
Iowa Department of Transportation
Office of Contracts
Date of Letting: October 19, 2021
Date of Addendum: October 13, 2021
C.O. Proposal ID Proposal Work
Type
County Project Number Addendum
003 07-8155-771 BRIDGE
REPLACEMENT –
PPCB
BLACK HAWK BRM-CHBP-8155(770)--NB-07
BRM-CHBP-8155(771)--NB-07
19OCT003A03
Make the following changes to the Proposal Schedule of Items:
Change Proposal Line No. 0210 2403-0100010 STRUCTURAL CONCRETE (BRIDGE):
From: 1,274.300 CY
To: 1,278.500 CY
Change Proposal Line No. 0230 2404-7775000 REINFORCING STEEL:
From: 196,850.000 LB
To: 177,060.000 LB
Add Proposal Line No. 2465 2525-0000100 TRAFFIC SIGNALIZATION; LUMP SUM
If the above changes are not made, they will be made as shown here.
Make the following changes to the BRM-CHBP-8155(770)--NB-07 PLAN:
Replace SHEETS A.1, C.1, J.6, RC.2, V.01, V.04, V.13, V.14, V.15, V.16, V.17, V.18, V.21,
V.23, V.28 and V.34 with attached SHEETS A.1, C.1, C.5, J.6, RC.2, V.01, V.04, V.13, V.14,
V.15, V.16, V.17, V.18, V.21, V.23, V.28 and V.34.
Notes:
A.1 - Signatures C.1 - Quantities for bid items 21 and 23. Also shown in the attached highlighted C.1 sheet. J.6 - Revised signage per DNR agreement. RC.2 - Signatures. V.01, V.18, V.21, V.23, V.28 and V.34 - Removal of “IN-PROGRESS” Stamp. V.04 - Quantity Summary for non-coated rebar. V.13 - Add note 18 per USACE permit. V.14 to V.17 - Minor rebar details and Rock Socket Elevations.
9209 pw:\\SCI-PWINTEG-2.stanleygroup.com:Datasource-1\Documents\City_of_Waterloo_Iowa\29363 - 11th and Park Ave Bridge Replacements\11-CADD\05-SS10_Roadway\SHT\770_11TH\SHT_29363_770_A01.dgn
DESIGN TEAM PROJECT NUMBER SHEET NUMBER COUNTY
11:11:14 AM
ENGLISH
9/17/2021
FILE NO.
PLANS OF PROPOSED IMPROVEMENT ON THE
SCALES: As Noted
Value Engineering Saves. Refer to Article 1105.15 of the Specifications.
Refer to the Proposal Form for list of applicable specifications.
LE
TTIN
G
DA
TE
REVISIONS
DateSignature
Printed or Typed Name
Pages or sheets covered by this seal:
DateSignature
Printed or Typed Name
My license renewal date is December 31, 20
Pages or sheets covered by this seal:
I hereby certify that this engineering document was prepared
by me or under my direct personal supervision and that I am
a duly licensed Professional Engineer under the laws of the
State of Iowa.
Highway Division
Stanley Consultants Inc. BRM-CHBP-8155(770)--NB-07
DO
T
PR
OJ
EC
T
NU
MB
ER:
BR
M-
CH
BP-8155(7
70)--
NB-07
BRM-CHBP-8155(770)--NB-07
CITY OF WATERLOO
From Commerical St. north to Sycamore St.
11th Street
BRIDGE REPLACEMENT - OTHER
BRI
DG
E
RE
PL
AC
EM
EN
T -
OT
HE
R
CIT
Y
OF
WA
TE
RL
OO
CITY OF WATERLOO
CIT
Y
PR
OJ
EC
T
NU
MB
ER: #
1013
2625
GRAN
TLEAVITT
ST
ST
ST
W 8TH
W 7TH
W 6TH
W 5T
H
WASH
INGTO
N
ST
W
ST
RANDALL ST
ST
VIR
DEN
ST
AVE
W 4TH
ST
ST
ST
ST
ST
ST
ST
ST
SOUTH
ST
HENRY
JEFFERSON
CO
MMERC
IAL
W
W
W
14TH
13TH
12TH
11TH
ST
ST
ST
ST
ST
16TH
ST
AVE
HOGLE
LAKE
AVE
VIN
TO
N
ST
10TH
BLACKH
AWK
ST
E
E
E
E
E
E
ST
ST
ST
ST
11TH
9TH
8TH
ST
ST
ELM
DIVISIO
N
ST
ST
ST
RATH
ST
ST
ST
FOWLER
ST
ELM
MO
BIL
E
ST
RH
EY
ST
LIN
DEN
AVE
ST
DEARBORN
COTTAGE
ST
BLO
CK
ST
STATE
ST
ST
POLK
MADISON
ST
ST
ST
IRVIN
G
CT
COURTLAND
PL
VERM
ONT
BALTIM
ORE
ALLEN
ST
ST
ST
AVE
WELLIN
GTO
N
WASH
INGTO
N
ST
RIVER ST
ST
BLUFF
ST
BLUFF
ST
W 9TH
CT
ST
4TH
ST
W 2N
D
W 1ST
W 3RD
ST
ST
ST
W 1ST
W 2N
D
JEFFERSON
W
W
ST
6TH
W
MULL
AN
AVE
ST
W 1ST
ST
ST
WASH
ON
ST
ST
W
W
W
LAN
E
FERE
DAY
SU
NN
YSID
E
MULL
AN
AVE
LELAND AVE
RANDOLPH
SOUTH
7TH
LAFAYETTESYCAM
ORE
WATER
MULBERRY
10TH VIN
TO
N
ST
FRANKLIN
MULBERRY
LAFAYETTE
MONROE
INGT
W 3RD ST
CED
ARCO
MMERC
IAL
W PA
RK
AVE
OA
KLA
WN
J R DR
W 9TH ST
ST
15TH
BLUFF
SYCAMORE
ARCHER
BUTLER
EIGHMEY
NEV
AD
A
STCO
URT D
UN
HA
M
ELMWOOD ST
WELLIN
GTO
N
GRA
NT
LOC
USTW
ESTERN
DEN
VER
HAMMOND
C N R R
Cedar R
iver
A.1
URBAN ROAD SYSTEM
R-13W
T-89
N
10-19-2021
TOTAL
PROJECT IDENTIFICATION NUMBER
PROJECT NUMBER
R.O.W. PROJECT NUMBER
Phone Number: 319-233-3055
activities in DOT right-of-way.
be informed by Contractor at least 48 hours before start of construction
Barry Thede, Iowa DOT District 2 Waterloo Office Maintenance Supervisor, must
BEGIN PROJECT
STA. 103+99.00
END PROJECT
STA. 119+16.67
19996
HILLEGONDS
JEFFREY A.
JEFFREY A. HILLEGONDS
APPROVED
DATECITY ENGINEER, LICENSED P.E.
CITY OF WATERLOO, IOWA
CITY ENGINEERING DEPARTMENT
OVER CEDAR RIVER
BRIDGE REPLACEMENT
FHWA NO. 11830
STA. 112+27.00
Standard Specifications for additional information.
is a part of these contract documents. Refer to Section 2602 of the
of General Permit No. 2 and the storm water pollution prevention plan which
General Permit No. 2. The contractor shall carry out the terms and conditions
This project is covered by the Iowa Department of Natural Resources NPDES
274
21
A.1, B.1-B.4, C.1-C.16, D.1-D.7,
E.1-E.5, G.1-G.4, H.1-H.3, J.1-J.6, L.1-L.9, N.4-N.9, RC.1-RC.3,
Refer to Sheet D.1 for Utility Contact Information
Refer to "C" Sheets for Standard Plans Notes
#1013
S.1-S.9, T.1-T.8, U.1-U.7, U.10-U.15, W.1-W.26, X.1-X.44
09-17-2021
INDEX OF SEALS
NAMESHEET NO.
Primary Signature Block
TYPE
A.1 Jeffrey A. Hillegonds
N.1
M.2
MWM.1
V.1
V.1
Taylor R. Theulen
Lane E. Ingram
Anthony J. Bower
Mark D. Werner Hydraulic Design
Structural Design
Water Main Design
Storm Sewer Design
Tr Signals and Lighting
Angela M.Y. Romero
SPS.1 Matthew D. Cushman Geotechnical Design
Matthew D. Cushman Geotechnical DesignQ.1
STEEL PIPE PEDESTRIAN HAND RAILING5.
ORNAMENTAL METAL RAILING4.
ASSEMBLY
LAMINATED NEOPRENE PAD/ CURVE SOLE PLATE3.
DECK DRAINS2.
STRUCTURAL STEEL - DIAPHRAGMS1.
DES MOINES, IA 50309
100 COURT AVE., SUITE 300
STANLEY CONSULTANTS INC.
BELOW SHALL BE SUBMITTED TO:
FALSEWORK DRAWINGS, AND SPECIFIC ITEMS LISTED
ALL WORKING DRAWINGS, INCLUDING SHOP DRAWINGS,
TRANSPORTATION.
CONSTRUCTION OF THE IOWA DEPARTMENT OF
STANDARD SPECIFICATIONS, FOR HIGHWAY AND BRIDGE
BE IN ACCORDANCE WITH ARTICLE 1105.03, OF THE
SUBMITTAL REQUIREMENTS FOR SHOP DRAWINGS SHOULD
This project is covered by Iowa DNR Floodplain Const. Permit No. 2021-0389.
Engineers reserves the right to visit the site without prior notice.
(http://www.envpermits.iowadot.gov/). The U.S. Army Corps of
A copy of these permits are available from the Iowa DOT website
Engineers Nationwide Permit No. 14, and Permit No. 2021-344.
Construct this project according to the requirements of U.S. Army Corp of
SECTION 404 AND 408 PERMIT AND CONDITIONS
218
LOCATION MAP(Not to Scale)
09/20/2021
9/20/2021 8:52:54 AM 9209 c:\projects\datasource-1\common\d0985453\SHT_29363_770_C01.xlsm
PROJECT NUMBER BRM-CHBP-8155(770)--NB-07 SHEET NUMBER C.1FILE NO. ENGLISH DESIGN TEAM Stanley Consultants Inc. CITY OF WATERLOO
100-1D10-18-05
This project involves the construction of a new 11th St bridge over the Cedar River in Waterloo, IA. The project also includes associatedroadway pavement, utilities, grading, sidewalks, and other items as detailed in the plans.
PROJECT DESCRIPTION
Division 1:Division 2:Division 3:Division 4:
Division 1 Division 2 Division 3 Division 4 Division 5 Total Division 1 Division 2 Division 3 Division 4 Division 51 2101-0850002 CLEARING AND GRUBBING UNIT 222 2102-0425070 SPECIAL BACKFILL TON 572.43 2102-2625001 EMBANKMENT-IN-PLACE, CONTRACTOR FURNISHED CY 103964 2102-2710070 EXCAVATION, CLASS 10, ROADWAY AND BORROW CY 23305 2102-2712015 EXCAVATION, CLASS 12, BOULDERS OR ROCK FRAGMENTS CY 1006 2105-8425005 TOPSOIL, FURNISH AND SPREAD CY 12457 2107-0875100 COMPACTION WITH MOISTURE CONTROL CY 121878 2115-0100000 MODIFIED SUBBASE CY 1795.49 2123-7450000 SHOULDER CONSTRUCTION, EARTH STA 25.910 2301-0685550 BRIDGE APPROACH PAVEMENT, AS PER PLAN SY 210.711 2301-0690203 BRIDGE APPROACH, BR-203 SY 255.412 2301-1033090 STANDARD OR SLIP FORM P.C. CONCRETE PAVEMENT, CLASS C, CLASS 3 DURABILITY, 9 IN. SY 4624.313 2315-8275025 SURFACING, DRIVEWAY, CLASS A CRUSHED STONE TON 15014 2401-6745625 REMOVAL OF EXISTING BRIDGE LS 115 2401-6745650 REMOVAL OF EXISTING STRUCTURES LS 116 2401-6750001 REMOVALS, AS PER PLAN LS 117 2402-2720000 EXCAVATION, CLASS 20 CY 5018 2402-2721000 EXCAVATION, CLASS 21 CY 107919 2402-2722000 EXCAVATION, CLASS 22 CY 34220 2403-0100000 STRUCTURAL CONCRETE (MISC.) CY 98.721 2403-0100010 STRUCTURAL CONCRETE (BRIDGE) CY 1278.522 2403-7000210 HIGH PERFORMANCE STRUCTURAL CONCRETE CY 873.723 2404-7775000 REINFORCING STEEL LB 17706024 2404-7775005 REINFORCING STEEL, EPOXY COATED LB 30820425 2404-7775009 REINFORCING STEEL, STAINLESS STEEL LB 769326 2407-0564095 BEAMS, PRETENSIONED PRESTRESSED CONCRETE, BTD95 EACH 527 2407-0564115 BEAMS, PRETENSIONED PRESTRESSED CONCRETE, BTD115 EACH 528 2407-0564120 BEAMS, PRETENSIONED PRESTRESSED CONCRETE, BTD120 EACH 1529 2408-7800000 STRUCTURAL STEEL LB 4034730 2412-0000100 LONGITUDINAL GROOVING IN CONCRETE SY 207331 2414-6424124 CONCRETE OPEN RAILING, TL-4 LF 58132 2414-6425410 CONCRETE BARRIER, REINFORCED, SEPARATION LF 58133 2414-6444100 STEEL PIPE PEDESTRIAN HAND RAILING LF 579.434 2414-6445100 STRUCTURAL STEEL PEDESTRIAN HAND RAILING LF 66135 2414-6460000 ORNAMENTAL METAL RAILING LF 60836 2416-0100024 APRON, CONC, 24" EACH 137 2431-0000100 SEGMENTAL BLOCK RETAINING WALL SF 84038 2435-0130148 MANHOLE, SANITARY SEWER, SW-301, 48 IN. EACH 539 2435-0130184 MANHOLE, SANITARY SEWER, SW-301, 84 IN. EACH 240 2435-0140148 MANHOLE, STORM SEWER, SW-401, 48 IN. EACH 841 2435-0250700 INTAKE, SW-507 EACH 642 2435-0250900 INTAKE, SW-509 EACH 443 2435-0251100 INTAKE, SW-511 EACH 144 2435-0251224 INTAKE, SW-512, 24 IN. EACH 345 2435-0600020 MANHOLE ADJUSTMENT, MAJOR EACH 246 2435-0700010 CONNECTION TO EXISTING MANHOLE EACH 147 2501-0201489 PILES, STEEL, HP 14 X 89 LF 44048 2501-5775000 PILES, STEEL SHEET SF 195349 2502-8212034 SUBDRAIN, LONGITUDINAL, (SHOULDER) 4 IN. DIA. LF 1682.750 2502-8221303 SUBDRAIN OUTLET, DR-303 EACH 1451 2503-0114215 STORM SEWER GRAV. MAIN, TRENCHED, REINF. CONC. PIPE (RCP), 2000D (CL. III), 15 IN. LF 80852 2503-0114236 STORM SEWER GRAV. MAIN, TRENCHED, REINF. CONC. PIPE (RCP), 2000D (CL. III), 36 IN. LF 11553 2503-0200036 REMOVE STORM SEWER PIPE LESS THAN OR EQUAL TO 36 IN. LF 5854 2503-0200136 REMOVE STORM SEWER PIPE GREATER THAN 36 IN. LF 11255 2504-0110012 SANITARY SEWER GRAVITY MAIN, TRENCHED, 12 IN. LF 26556 2504-0110048 SANITARY SEWER GRAVITY MAIN, TRENCHED, 48 IN. LF 13257 2504-0240036 REMOVE SANITARY SEWER PIPE LESS THAN OR EQUAL TO 36 IN. LF 23058 2507-3250005 ENGINEERING FABRIC SY 113059 2507-6875002 REVETMENT, REMOVE AND REPLACE SY 65060 2510-6745850 REMOVAL OF PAVEMENT SY 623961 2510-6750600 REMOVAL OF INTAKES AND UTILITY ACCESSES EACH 1462 2511-0300000 REMOVAL OF RECREATIONAL TRAIL SY 770.363 2511-0302600 RECREATIONAL TRAIL, PORTLAND CEMENT CONCRETE, 6 IN. SY 929.164 2511-0310100 SPECIAL COMPACTION OF SUBGRADE FOR RECREATIONAL TRAIL STA 10.865 2511-6745900 REMOVAL OF SIDEWALK SY 1336.266 2511-7526004 SIDEWALK, P.C. CONCRETE, 4 IN. SY 599.167 2511-7526006 SIDEWALK, P.C. CONCRETE, 6 IN. SY 550.768 2511-7526106 SIDEWALK, REINFORCED P.C. CONCRETE, 6 IN. SY 183.669 2511-7528101 DETECTABLE WARNINGS SF 16370 2515-2475006 DRIVEWAY, P.C. CONCRETE, 6 IN. SY 101071 2515-6745600 REMOVAL OF PAVED DRIVEWAY SY 2117.9
Item No. Item Code Item UnitQuantities
Estimated As Built
100-1C04-17-12
ESTIMATED PROJECT QUANTITIES(UP TO A 5 DIVISION PROJECT)
ParticipatingNon-Participating, Sanitary SewerNon-Participating, Water WorksNon-Participating, Lighting & Signals
Changed by Addenda
23
26
ST
W
ST
2N
D
ST
ST
ST
ST
ST
ST
ST
ST5TH
JOHNSO
N
GRA
NT
LEA
VIT
T
ST ST ST
W 8TH
W 7TH
W 6TH
W 5TH
WASHIN
GTO
N
ST
ST
W
WELLIN
GTO
N
ST
RAN
DALL
ST
NO
RIMER
ST
AVE
AVE ST
VIRDEN
ST
AVE
W 4TH ST
ST
ST
ST
ST
STST
ST
SO
UTH
ST
HEN
RY
AVEC
OM
MERCIA
L
W
W
W
12TH
11TH
ST
ST
ST10TH
E
E
E
E
E
E
E
ST
ST
ST
ST
ST
11TH
9TH
8TH
6TH
ST
ST
FOW
LER
ELM
ST
MO
BILE
E
E
E
E
2ND
1ST ST
MULLAN
AVEUTICA
ST
WARG
YLEST
STLIN
CO
LNST
ST
ST
ST
BRO
ADW
AY
ST
ST
ST
STE 4TH
E PARK AVE
ST
ST
ST ST ST
ST
VINE
ST
STST
BARC
LAY
ST
IRVI
NG
ST
ST
ST
PINE
ST
ALM
ON
D
ST
E
WALN
UT
ST
ST
IOW
A
ST
4TH
ST
WILBY
STST
MERRIM
AN
ST
ST
ST
MO
BILE
ASH
ST
ST
ST
VAN
AVE
ALBA
NY
STWILLO
W
ST
CHARLES
ST
AVE
CT
S
CO
URTLA
ND
BLACK HAWK
BA
YA
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VER
MO
NT
BALTIM
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ST S
T ST
ST ST
AVE
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BLU
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BLU
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ST
RIV
ER RD
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RTIN
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G JR D
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W 9TH
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ST
FREE
DO
M LN
MARTIN LUTHERKING
AVE
AVE
4THST
JR DR
W 2ND
W 1ST
W 3RD ST
ST
ST
W 1ST
W 2ND
JEFFERSO
NW
W
ST
6TH
W MULLAN AVE
FREM
ONT
ST
WESTFIELD
W 1ST ST
ST
ST
VINTO
NST
WASH
ON
INDEPEN
DEN
CE
AVE
LANE
PARK
LAFA
YETTE
BELM
ONT
FEREDAY
SUNNYSID
E
MULLAN AVE
LELA
ND
AVE
RA
ND
OLP
H
SO
UTH
CEN
TEREDW
ARD
S
BRATN
OBERR
LINCOLN
UTICA
ST
CRESC
ENT
CHESTN
UT
LOG
ANALBANSST.
HARRISO
N
OAK
ARG
YLE
ST
SAXO
NST
CLA
Y
E
SHILLIA
M
BATE
S
BEEC
H
LINDEN
CO
TTAGE
DO
UGLA
S
ASH
STBU
REN
LEWIS
ST
AVE
MU
LBERRY ST
3RD
5TH
7TH
LAFA
YETTE
SYC
AM
ORE
WATER
FRA
NKLIN
MU
LBERRY
10TH
MAPLE
ST
GLEN
WO
OD
MO
BILE
CHER
RY
ST
BEEC
H ST
RHEY S
T
STVIN
E
HIG
H
ST
SMITH
ST
RAILROAD AVE
ING
T
W 3RD ST CED
AR
CO
MM
ERCIA
L
CHIC
AGO
PEORIAST
MAR
SH ST
SUM
MIT
AVE
AVE
W PARK
AVE
OAKL
AWN
ST
ST
ALLE
N
AVE
AVE
PLEASA
NT
6TH
7TH
8TH
J R D
R
W 9TH ST
ST
BLU
FF
AVE
CT
LIN
WO
OD
RANDOLP
H
JOH
NSO
N
UNIVERSITY
THOMPSON
OAK
BRO
AD
WA
Y
PL
AVE
AVE
LIME
ELM
ST
FLO
RENCE
ELMW
OO
D ST
WELLIN
GTO
N
GRA
NT
LOC
UST
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DEN
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ON
D
W COM
MERC
IAL ST
JEFFE
RSON
W ST
W
WASHIN
GTO
N
ST
Cedar Riv
er
HAN
OVER
Stanley Consultants Inc. BRM-CHBP-8155(770)--NB-07CITY OF WATERLOO
39942:33:31 PM pw:\\SCI-PWINTEG-2.stanleygroup.com:Datasource-1\Documents\City_of_Waterloo_Iowa\29363 - 11th and Park Ave Bridge Replacements\11-CADD\05-SS10_Roadway\SHT\770_11TH\SHT_29363_770_J03.dgn
DESIGN TEAM PROJECT NUMBER SHEET NUMBER COUNTY
10/4/2021
ENGLISHFILE NO. J.6
PROJECT AREA
670'
Cedar Riv
er
2
1
HOUSEBOAT WATERLOO
DAM SIX ST.
DAM AVE.PARK
DAM
Hazard Signs Near Waterloo Boat House Launch
Sign Type and Location Example Sign Size
1
2
(ON-WATER) SIGNLAST LANDING ABOVE
HeightText
(ON-LAND) SIGNLAST LANDING ABOVE
of boat launch Place on bank upstream
Place at top of boat launch
98"x114" 14"
18"x24" 2"
Water Trail Ends Here
Last Landing
0.9 Miles
Dam Ahead
the temporary construction platform is removed. 5. All construction debris to be removed from the river channel when
interactive river mapping system and removed. placed and removed so that hazard symbol can be added to the DNR's [email protected] when temporary channel obstruction is 4. Contractor shall notify John Wenck via email at
3. Contractors shall verify the sizes of signs with Iowa DNR prior to ordering.
https://www.iowadnr.gov/things-to-do/canoeing-kayaking/water-trail-development"Developing Water Trails in Iowa" found at this link: to help the public avoid injury - see Chapter Six on signage in 2. Contractor shall use Iowa DNR's warning signage recommendations
letter heights for sign No. 1.
vision chart was used to develop appropriate3020boat traffic, so the
1. The Waterloo Boat House is in an urban setting with high-speed Notes:
18"x24" 3"
64"x44" 13"
Bridge Construction
2,000 Feet Ahead
No Thru Traffic
Landing
Last Boat
Dam Ahead
0.9 Miles
3APPROACHING RIVERPORTAGE RAMPFACING UPSTREAM ON
4
5 UP STREAM45 DEGREE ANGLE FACINGEITHER BANK OF RIVER ATSTREET BRIDGE, ONE ONUPSTREAM FROM 11TH
3
4 5
63
63
11th St.O
FEET
400
LEGEND
RC.29/20/2021 10:17:25 AM 9209 c:\projects\datasource-1\common\d0985453\SHT_29363_770_RC01.xlsm
CITY OF WATERLOO PROJECT NUMBER BRM-CHBP-8155(770)--NB-07 SHEET NUMBERFILE NO. ENGLISH DESIGN TEAM Stanley Consultants Inc.
Installation Maintenance RemovalEACH EACH EACH
105+54.40 RT 1 1 1 SW-401105+99.04 LT 1 1 1 SW-511106+80.69 RT 1 1 1 SW-401106+89.52 LT 1 1 1 SW-401108+85.48 RT 1 1 1 SW-401108+86.08 RT 1 1 1 SW-401109+17.96 RT 1 1 1 SW-512116+87.28 LT 1 1 1 SW-401118+67.30 LT 1 1 1 SW-4012109+94.88 RT 1 1 1 SW-401
Totals: 10 10 10
100-1104-18-17
EROSION CONTROL FOR
INTAKE OR MANHOLE WELLPossible Detail: 570-5
Location
StationSide
Cover AssemblyRemarks
LF104+20.00 105+62.00 LT 142.0115+38.00 117+00.00 RT 162.0
Totals: 304.0
100-1704-20-10
TABULATION OF SILT FENCESRefer to EC-201
LocationLength
RemarksBegin Station End Station Side
LF EACH EACH105+50.08 LT 8.0 1 1 11th St, SW-509105+50.08 RT 8.0 1 1 11th St, SW-509108+30.00 LT 4.0 1 1 11th St, SW-507108+30.00 RT 4.0 1 1 11th St, SW-507116+07.28 LT 4.0 1 1 11th St, SW-507116+07.28 RT 4.0 1 1 11th St, SW-507118+42.83 LT 8.0 1 1 11th St, SW-509118+42.83 RT 8.0 1 1 11th St, SW-5092109+78.81 LT 4.0 1 1 Blackhawk St, SW-5072109+97.33 RT 4.0 1 1 Blackhawk St, SW-507
Totals: 56.0 10 10
100-3610-16-18
OPEN-THROAT CURB INTAKE
SEDIMENT FILTERPossible Standard: EC-602
Location
StationSide
Installation Maintenance RemovalRemarks
110-12L10-20-20
IV. MAINTENANCE PROCEDURES The Contractor is required to maintain all temporary erosion and sediment control measures in proper working order, including cleaning, repairing, or replacing them throughout the contract period. This shall begin when the features have lost 50% of their capacity.
V. INSPECTION REQUIREMENTSA. Inspections shall be made jointly by the Contractor and the Contracting Authority's inspector at least once every seven calendar
days. Storm water site inspections will include:1. Date of the inspection.2. Summary of the scope of the inspection.3. Name and qualifications of the personnel making the inspection.5. Review of erosion and sediment control measures within disturbed areas for the effectiveness in preventing impacts to receiving
waters.6. Major observations related to the implementation of the PPP.7. Identification of corrective actions required to maintain or modify erosion and sediment control measures.
B. Include storm water site inspection reports in the amended PPP. Incorporate any additional erosion and sediment controlmeasures determined as a result of the inspection. Immediately begin corrective actions on all deficiencies found within 3calendar days of the inspection and complete within 7 calendar days following the inspection. If it is determined that making thecorrections less than 72 hours after the inspection is impracticable, it should be documented why it is impracticable and indicatean estimated date by which the corrections will be made.
VI. NON-STORM WATER DISCHARGES This includes subsurface drains (i.e. longitudinal and standard subdrains) and slope drains. The velocity of the discharge from these features may be controlled by the use of headwalls or blocks, Class A stone, erosion stone or other appropriate materials. This also includes uncontaminated groundwater from dewatering operations, which will be controlled as discussed in Section III of the PPP.
VII. POTENTIAL SOURCES OF OFF RIGHT-OF-WAY (ROW) POLLUTIONSilts, sediment, and other forms of pollution may be transported onto highway right-of-way (ROW) as a result of a storm event.Potential sources of pollution located outside highway ROW are beyond the control of this PPP. Pollution within highway ROW will beconveyed and controlled per this PPP.
VIII. DEFINITIONSA. Base PPP - Initial Pollution Prevention Plan.B. Amended PPP - Base PPP amended during construcion. May include Plan Revisions or Contract Modifications for new items, storm water
site inspection reports, fieldbook entries made by the inspector, amended PPP site map by the Contractor, ECIP, NOI, co-permitteecertifications, and Subcontractor Request Forms. Items amending the PPP are stored electronically and are readily available uponrequest.
C. Fieldbook Entries – This contains the inspector’s daily diary and bid item postings.D. Controls - Methods, practices, or measures to minimize or prevent erosion, control sedimentation, control storm water, or minimize
contaminants from other types of waste or materials. Also called Best Management Practices (BMPs).E. Signature Authority - Representative authorized to sign various storm water documents.
---------------------------------------------------------------------------------------------------------------------------------CERTIFICATION STATEMENT I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordancewith a system designed to assure that qualified personnel properly gathered and evaluated the information submitted. Based on my inquiryof the person or persons who manage the system, or those persons directly responsible for gathering the information, the informationsubmitted is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties forsubmitting false information, including the possibility of fine and imprisonment for knowing violations.
________________________________________Signature
________________________________________Printed or Typed Name
________________________________________Signature
________________________________________Printed or Typed Name
POLLUTION PREVENTION PLAN
Jeffrey A. Hillegonds
Jamie Knutson
24'-10„
7'-11… 7'-11… 7'-11…
20'-4•
DESIGN TEAM PROJECT NUMBER SHEET NUMBER
IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION
Stanley Consultants Inc.
578'-0 X 30'-0 PRETENSIONED PRESTRESSED
DESIGN FOR 0° SKEW
116'-0 & 121'-0 END SPANS 122'-0 & 97'-0 INTERIOR SPANS
CITY OF WATERLOOIOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION
V.01
CONC. BEAM BRIDGE W/ 11'-0 SIDEWALK
BRM-CHBP-8155(770)--NB-07
STA. 115+16.00 11TH ST.
CITY OF WATERLOO
AUGUST 2021
SIG
N
SIG
N
SIG
N
SIG
N
SIG
N
SIG
N
WV
GV
GV
GV
RR
B
RAIL
RO
AD
SWIT
CH
SIG
N
SIG
N
BB
108
109
110
111
112
113
114
115
116
117
DateSignature
Printed or Typed Name
Pages or sheets covered by this seal:
LICENSED
PROFESSIONAL EN
GIN
EER
IOWA
HYDRAULIC DESIGN
by me or under my direct personal supervision and that I
I hereby certify that this engineering document was prepared
of the State of Iowa.
am a duly licensed Professional Engineer under the laws
Mark Werner
Mark D.
Werner
15418
My license renewal date is December 31, 2021
DateSignature
Printed or Typed Name
Pages or sheets covered by this seal:
LICENSED
PROFESSIONAL EN
GIN
EER
IOWA
STRUCTURAL DESIGN
by me or under my direct personal supervision and that I
I hereby certify that this engineering document was prepared
of the State of Iowa.
am a duly licensed Professional Engineer under the laws
Anthony J. Bower
Anthony J.
Bower
19231
My license renewal date is December 31, 2022
Refer to Sheet No. E.3 - E.5
For Trail Details
Refer to Sheet No. E.3 - E.5
For Trail Details
121'-0122'-097'-0122'-0116'-0
578'-0 | - | ABUTMENT BEARINGS
581'-0 FACE TO FACE OF PAVING NOTCHES
1'-6 1'-6
45'-
3
27' 25'
MI
N.
11'-
7
10'
30'-
0
TRAIL
10'-0
37' 14' 26'
TRAIL
10'-0
CN R.O.W.
LIMITS
OF
MI
N.
11'-
6
3'-6 (TYP.)
V.01
CE
DA
R
RI
VE
R
SOUTH ABUT. BRG.
| EXIST
PIER 1
| EXIST
PIER 2
| EXIST
PIER 3
| EXIST
PIER 4
| EXIST
NORTH ABUT. BRG.
| EXIST
STA. 115+16.00
| NORTH ABUT. BRG.
STA. 113+95.00
| PIER 4
LOCATION
840
860
820
800
HYDRAULIC DATA
SITUATION PLAN
EXIST GROUND
PROPOSED GRADE
ELEV. 854.16
| SOUTH ABUT. BRG.
ELEV. 854.02
| NORTH ABUT. BRG.
ELEV. 857.87
| PIER 1
ELEV. 859.81
| PIER 2
ELEV. 859.83
| PIER 3
ELEV. 857.93
| PIER 4
TY
PIC
AL
AP
PR
OA
CH S
EC
TI
ON
2%
2%3
0'
VA
R.
RD
WY.
VA
R.
RD
WY.
OU
T
TO
OU
T
LONGITUDE -92.33111279°
LATITUDE 42.49127663°
FHWA NO. 11830
BLACK HAWK COUNTY
SECTION 25
T-89N R-13W
STA. 109+38.00
| SOUTH ABUT. BRG.
STA. 110+54.00
| PIER 1
STA. 111+76.00
| PIER 2
STA. 112+73.00
| PIER 3
PR
OFIL
E
GR.
|
11th
ST.
RD
WY.
BU
FF
ER
ELEV. 845.0TOP OF BERM
FLOOD WALL (U.A.C.)EXISTING
FLOOD WALL (U.A.C.)EXISTING
| 11th STREET
(TO BE REMOVED)
BRIDGE, DESIGN NO. 239
STEEL DECK PLATE GIRDER
EXISTING 615'-0 X 64'-6
FLOOD WALL (U.A.C.)EXISTING
R.O.W.
APPROXIMATE
(U.A.C.)FLOOD WALLEXISTING
PROPOSED OVERLOOK (TYP.)
LONGITUDINAL SECTION ALONG | 11th STREET
840
860
820
800
WALL BEYOND (U.A.C.)EXISTING FLOOD
ABUTMENT STUB WALLFILL BEHIND EXTENDED
-3.657%+3.534%
GRADE 11th STREET
PROPOSED PROFILEVC = 250'
VPI ELEV = 845.65
VPI STA = 117+89.60VC = 500'
VPI ELEV = 864.48
VPI STA = 112+30.00
VC = 210'
VPI ELEV = 841.69
VPI STA = 105+85.00
CLEARANCE
MINIMUM VERTICAL
CLEARANCE
MINIMUM VERTICAL
V.P.D.
V.P.D.
V.P.H.
2045 AADT
2020 AADT
2045 DHV 1,010
10,100
9,150
TRAFFIC ESTIMATE
WALL EXTENSION. WALL AND PROPOSED STUB BETWEEN EXISTING FLOOD PROVIDE EXPANSION JOINT
ELEV. 846.9
EXIST CNRR
EXIST GROUND
PROPOSED GRADE
SPREAD FOOTING
SEE SHEET V.111EXIST. TEMP. CLOSURETO REMAIN ATLINE OF PROTECTION
(TYP.)ABUTMENT STUB WALLFILL BEHIND EXTENDED
SITUATION PLAN
AVG. LOW WATER STAGE = 824.0
STREAM SLOPE = 3.1 FT./MI.
DRAINAGE AREA = 5146 SQ. MI.
STAGE = 847.8
CALCULATED DESIGN SCOUR = 810.7
= 107,000 CFSQ 2
DATE = 06/11/2008
EXTREME HW STAGE = 851.2
NOT FOR CONSTRUCTION
IN-PROGRESS PLANS
SEE SHEET V.201RETAINING WALLPROPOSED
SEE SHEET V.202
PROPOSED RETAINING WALL
SEE SHEET V.203
PROPOSED RETAINING WALL
GENERAL NOTES:
615' X 70'-2 STEEL DECK PLATE GIRDER, DESIGN NO. 239.
THIS DESIGN IS FOR THE REPLACMENET OF THE EXISTING 1.
(U.A.C.)
EXIST. TRAIL LINE OF PROTECTION
PROVIDED MIN. VERT. CLEARANCE = 11'-7
REQUIRED MIN. VERT. CLEARANCE = 8'-0
UNDERPASS ELEVATION = 837.5
UNDERPASS STATION = N/A
DEPTH OF SUPERSTRUCTURE = 5'-4
OVERHEAD ELEVATION = 854.5
OVERHEAD STATION = 109+61.6, OFFSET 25.5' RT.
MIN. VERT. CL.
MIN. VERT. CL.
TO BE ABANDONED BY CNEXISTING TRACK CROSSING
TRAIL
PROPOSED
ELEV. 841.0TOP OF BERM
FFFFE EE E E
E
ELEV. 846.7
Q«
PROVIDED MIN. VERT. CLEARANCE = 11'-6
REQUIRED MIN. VERT. CLEARANCE = 8'-0
UNDERPASS ELEVATION = 837.90
UNDERPASS STATION = 6114+95.0
DEPTH OF SUPERSTRUCTURE = 5'-4
OVERHEAD ELEVATION = 854.72
OVERHEAD STATION = 114+82.0, OFFSET 27.0' RT.
TR
AIL
REGULATORY LOW BEAM
REGULATORY LOW BEAM ELEV. = 852.7
PROPERTY LINES
APPROXIMATE
APPROXIMATE EDGE OF WATER
APPROXIMATE EDGE OF WATER
REMOVED (TYP.)
TO BE
SUBSTRUCTURE
EXISTING
V.22 FOR DETAILS.
WALL EXTENSION. SEE SHT.
WALL AND PROPOSED STUB
BETWEEN EXISTING FLOOD
PROVIDE EXPANSION JOINT
LOW BEAM
OPERATIONAL
TO ROCKSTEEL H-PILE
TRAIL / RETAINING WALL
STANDARD COMBINED
LINE OF PROTECTION
ELEV. 845.0
Qª
AVG. BRIDGE VELOCITY = 8.4 FPS
BACKWATER = 0.1 FT.
OPERATIONAL LOW BEAM = 847.8
STAGE = 846.7
Q«`= 94,000 CFS
CALCULATED CHECK SCOUR = 807.1
AVG. BRIDGE VELOCITY = 9.8 FPS
STAGE = 849.4
Q¬`= 123,000 CFS
V.01, V.12, V.13
2/25/2021
| BLACKHAWK
PROVIDE VENT HOLES IN BEAMS.
BEAM TYPE - BTD
WITH CANTILEVER PIER CAP.
PIER TYPE - AESTHETIC DIAPHRAGM PIER
NON-STANDARD ABUTMENT WING WALLS.
4.
3.
2.
1.
SHEET V.02SEE SITE PLANWALL REMOVALPARTIAL
SHEETS U.10-U.16, V.01-V.59, V.110-V.112
V.201-V.208
DESIGN NOTES:
GENERAL NOTES:
615' X 70'-2 STEEL DECK PLATE GIRDER, DESIGN NO. 239.
THIS DESIGN IS FOR THE REPLACEMENT OF THE EXISTING.
ABOVE/BELOW PROJECT DATUM.
JULY 18, 2011. F.I.S. DATUM 0.0 FT.
FROM BLACK HAWK COUNTY F.I.S., DATED
100 & 500 YR. STAGES AND DISCHARGES
ROCK SOCKETS (TYP.)
42" DIAM.
7/2/2021
SUMMARY QUANTITIES SHEET
LOCATION
PIER #1
PIER #2
LOCATION
TOTAL (CU. YDS.)
TOTAL (LBS.)
LOCATION LOCATION
PIER #1
PIER #2
TOTAL (LBS.)TOTAL (CU. YDS.)
CONCRETE
STRUCTURAL
CONCRETE
HPC STRUCTURAL
REINFORCING STEEL
NON-COATED
REINFORCING STEEL
EPOXY COATED
REINFORCING STEEL
STAINLESS STEEL
PIER #1
PIER #2
EXCAVATION
CLASS 20
BRIDGE DECK DRAINS
SUMMARY OF CONCRETE QUANTITIES SUMMARY OF REINFORCING STEEL SUMMARY OF EXCAVATION
SUMMARY OF STRUCTURAL STEEL
BRIDGE DECK **
LOCATION
PIER #1
PIER #2
BEARING TYPE NUMBER ASSOCIATED BID ITEM
SUMMARY OF BEARINGS
**`INCLUDES ABUTMENT & PIER DIAPHRAGMS FOR PCC
LOCATION
PIER #1
PIER #2
NUMBERTYPE
SUBSTRUCTURE
(LIN. FT.)
LENGTH
(LIN. FT.)
TOTAL
SUMMARY OF FOUNDATIONS
FOUNDATION TYPE
DIAPHRAGMS
PIER #3
PIER #3
PIER #3
PIER #3
PIER #3
TOTAL (LBS.)
EXCAVATION
CLASS 21
EXCAVATION
CLASS 22
ABUTMENT BEARING STEEL ASSEMBLIES
PIER BEARING STEEL ASSEMBLIES
14 x 6† x 2'-4 LAMINATED NEOPRENE PAD / CURVED SOLE PL ASSEMBLY ~ INCIDENTAL ITEM
14 x 6† x 2'-4 LAMINATED NEOPRENE PAD / CURVED SOLE PL ASSEMBLY ~ INCIDENTAL ITEM
14 x 5ƒ x 2'-4 LAMINATED NEOPRENE PAD / CURVED SOLE PL ASSEMBLY ~ INCIDENTAL ITEM INCIDENTAL TO PPC BEAMS.
~ CURVED SOLE PLATES ARE
PLAIN NEOPRENE 1" INCIDENTAL ITEM
V.04
SOUTH ABUT. FTG. + WING EXT. + MASKWALL
NORTH ABUT. FTG. + WING EXT. + MASKWALL + WINGS
PIER #4
SOUTH ABUT. FTG. + WING EXT. + MASKWALL
NORTH ABUT. FTG. + WING EXT. + MASKWALL
PIER #4
SOUTH ABUTMENT
NORTH ABUTMENT
PIER #4
SOUTH ABUTMENT
NORTH ABUTMENT
SEMI-INTEGRAL ABUTMENT
SEMI-INTEGRAL ABUTMENT
WALL PIER
WALL PIER
WALL PIER
WALL PIERPIER #4
SPREAD FOOTING
14 x 5ƒ x 2'-4 LAMINATED NEOPRENE PAD / CURVED SOLE PL ASSEMBLY ~ INCIDENTAL ITEMPIER #4
PLAIN NEOPRENE 1" INCIDENTAL ITEM
SOUTH ABUTMENT
NORTH ABUTMENT
5
5
10
10
10
10
865.2
60.2
430.9
17 @ 0.5
873.7
BARRIER RAIL - WEST RAIL
BARRIER RAIL - EAST RAIL
50
512
112
201
138
116
70
70
70
70
62
3421079
11 40 440
28752.0
10 @ 123
10 @ 345.52
20 @ 345.52
3,455.2
6,910.4
BRIDGE DECK+ OVERLOOKS + ABUT. & PIER DIAPHRAGMS
41,840
41,840
46,690
46,690
177,060
183.7
183.7
207.9
207.9
1278.5
208,051
BOLLARDS 8.5
42" DIAM. ROCK SOCKET
42" DIAM. ROCK SOCKET
42" DIAM. ROCK SOCKET
42" DIAM. ROCK SOCKET
5 30.06.0
5 6.7 33.5
5 21.7
5 6.0 30.0
108.5
HP14x89
1230.0
40,347.6
50
67,186
7,226
2,066
10,677
12,494
3,581
3,787
7,693 308,204
LIGHT BOLLARDS 4 @ 234 5 @ 226
SEPARATION RAIL CONDUIT SUPPORT BAR 178
APPROACH SIDEWALK - SOUTH END 4.2
APPROACH SIDEWALK - SOUTH END 33 336
DESIGN TEAM PROJECT NUMBER SHEET NUMBER
IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION
Stanley Consultants Inc.
578'-0 X 30'-0 PRETENSIONED PRESTRESSED
DESIGN FOR 0° SKEW
116'-0 & 121'-0 END SPANS 122'-0 & 97'-0 INTERIOR SPANS
CITY OF WATERLOOIOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION
CONC. BEAM BRIDGE W/ 11'-0 SIDEWALK
BRM-CHBP-8155(770)--NB-07
STA. 115+16.00 11TH ST.
CITY OF WATERLOO
AUGUST 2021
DESIGN TEAM PROJECT NUMBER SHEET NUMBER
IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION
Stanley Consultants Inc.
578'-0 X 30'-0 PRETENSIONED PRESTRESSED
DESIGN FOR 0° SKEW
116'-0 & 121'-0 END SPANS 122'-0 & 97'-0 INTERIOR SPANS
CITY OF WATERLOOIOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION
CONC. BEAM BRIDGE W/ 11'-0 SIDEWALK
BRM-CHBP-8155(770)--NB-07
STA. 115+16.00 11TH ST.
CITY OF WATERLOO
AUGUST 2021
V.13
CAUSEWAY NOTES
FLOOD CONTINGENCY PLAN:
18.
17.
16.
15.
14.
13.
12.
11.
10.
9.
8.
7.
6.
5.
4.
3.
2.
1.
WALLS.
BEFORE ANY MATERIALS SHALL BE PLACED BETWEEN THE EXISTING FLOOD PROTECTION
FLOOD CONTINGENCY PLAN TO THE CITY AND USACE FOR REVIEW MINIMUM 30 DAYS
CONTRACTOR SHALL PROVIDE AN UPDATED FINAL TEMPORARY RIVER ACCESS DESIGN AND
CLAY MATERIAL SHALL BE INCIDENTAL TO MOBILIZATION.
MONITORING OF RIVER GAUGES, COORDINATION WITH THE CITY, AND STOCKPILING OF
BRIDGE CONSTRUCTION AND FLOODWALL RECONSTRUCTION.
THE ORIGINAL PROTECTION ELEVATION WILL BE RESTORED AT THE COMPLETION OF
THE DRAWINGS IS ALLOWED.
DEMOLITION OF THE FLOOD PROTECTION WALLS OR LEVEES BEYOND WHAT IS SHOWN ON
DURING GRADING AND CONSTRUCTION OF THE PROPOSED BRIDGE, NO REMOVAL OR
ELEVATION.
PROVIDING APPROXIMATELY 6.3 OF FREEBOARD ABOVE THE Q100 WATER SURFACE
THE DESIGN ELEVATION OF THE FLOOD WALL EXISTS AT APPROXIMATELY 853.0
LOCATION THAT INCLUDES A PORTION OF WORK ON THE EXISTING FLOOD WALL.
THE Q100 WATER SURFACE ELEVATION IS APPROXIMATELY 846.7 AT THE PROJECT
WATERLOO GAGE) AND CONTINUE TO RECEDE WITH NO EXPECTED RISE.
UNTIL WATER SURFACE ELEVATIONS FALL BELOW MODERATE FLOOD STAGE (19 FEET AT
EXISTING FLOODWALL IS ACHIEVED. THESE MITIGATION EFFORTS WILL BE EMPLOYED
WATER LEVELS REACH 20 FEET AT THE WATERLOO GAGE UNTIL THE PROTECTION OF THE
CLAY CLOSURE CONSTRUCTION WILL BEGIN WHEN THE RIVER LEVELS, OR FORECASTED
REMOVED COMPLETELY AND ANY TEMPORARY CULVERTS SHALL BE REMOVED.
CITY OR EARLIER AT THE CONTRACTOR'S OWN DIRECTION. THE CAUSEWAY SHALL BE
TEMPORARY RIVER CROSSINGS/BRIDGES WITHIN 72 HOURS OF NOTIFICATION BY THE
THIS TIME, THE CONTRACTOR WILL ALSO BEGIN TO COORDINATE THE REMOVAL OF ANY
CLOSURES AT THE OPENING ON THE BRIDGE IN ANY AREAS THAT WILL BE AFFECTED. AT
SUPPLY ROUTES AND EQUIPMENT FOR THE POSSIBILITY OF CONSTRUCTING CLAY
STAGE OF 19 FEET AT THE WATERLOO GAGE, THE CONTRACTOR SHALL COORDINATE
WHEN RIVER LEVELS, OR FORECASTED WATER LEVELS, REACH THE MODERATE FLOOD
OTHER TIMES OF THE YEAR.
AT WATERLOO ARE ISSUED ROUTINELY DURING THE WARM SEASON, AND AS NEEDED AT
RIVER FORECAST CENTER AT WWW.WEATHER.GOV/NCRFC. FORECAST FOR THE CEDAR RIVER
THE CONTRACTOR SHALL MONITOR THE NATIONAL WEATHER SERVICE NORTH CENTRAL
NAVD88 AND 0.06 FEET.
FEET. WATERLOO GAGE DATUM IS 824.14 FEET NGVD29. TO CONVERT FROM NGVD29 TO
STAGE IS 13 FEET, MODERATE FLOOD STAGE IS 19 FEET, AND MAJOR FLOOD STAGE IS 21
WWW.RIVERGAGES.COM. AND WWW.WATERDATA.USGS.GOV. ACTION STAGE IS 8.5 FEET. FLOOD
EAST SEVENTH STREET (USGS NO. 054640000) AND OTHER UPSTREAM GAGES THROUGH
THE CONTRACTOR SHALL MONITOR THE CEDAR RIVER GAGE AT WATERLOO LOCATED AT
PERSONNEL IN CHARGE OF FLOOD PROTECTION.
ANY CLOSURE FOR FLOOD PROTECTION WILL BE COORDINATED WITH THE CITY'S
PRE-CONSTRUCTION MEETING.
BY THE CONTRACTOR AND THIS LOCATION WILL BE REPORTED AT THE
CLOSURES AND THIS MATERIAL WILL BE DESIGNATED AT A STAGING AREA DETERMINED
CLAY MATERIAL SHALL BE STOCKPILED BY THE CONTRACTOR FOR COMPLETING THESE
IN THE EXISTING FLOODWALL TO PROVIDE PROTECTION FOR SURROUNDING STRUCTURES.
USE A CLAY CLOSURE AT THE ROADWAY OPENING ON THE BRIDGE AND FOR ANY OPENING
FOR MAINTAINING THE EXISTING LINE OF FLOOD PROTECTION, THE CONTRACTOR SHALL
IN ADVANCE OF, A PROJECTED FLOOD EVENT.
CONSTRUCTION CROSSING MATERIAL FROM THE FLOODPLAIN AT ANY POINT DURING, OR
THE CONTRACTOR, UNDER ITS OWN DIRECTION, MAY REMOVE THE TEMPORARY
ITEM "EMERGENCY REMOVAL/REPLACEMENT OF CONSTRUCTION ACCESS".
OF THE CROSSING WHEN DIRECTED BY THE CITY WILL BE PAID FOR UNDER THE BID
BACKWATER FOR THE Q100 WITHIN 72 HOURS OF NOTIFICATION BY THE CITY. REMOVAL
TEMPORARY CROSSINGS WILL BE REMOVED, IF NECESSARY, TO RESULT IN A 0.00' RISE IN
BACKWATER TO LESS THAN 1.0' FOR THE 2% ANNUAL CHANCE FLOOD EVENT (Q50).
THE TEMPORARY CONSTRUCTION CROSSING SHOWN HAS BEEN DESIGNED TO LIMIT
RIVER ACCESS HAVE BEEN PROVIDED.
AS DESIGNATED IN THE CONTRACT DOCUMENTS, THE DETAILS OF OPTIONAL TEMPORARY
ASSUME RESPONSIBILITY FOR MAINTAINING THE EXISTING LEVEL OF FLOOD PROTECTION.
IN THE EVENT THAT THE CEDAR RIVER REACHES FLOOD STAGE, THE CONTRACTOR SHALL
3
CL.
10d1 B
AR
4'-
1 P
ROJ
EC
TI
ON
8 8 1'-01'-0
3
CL.
4'-
0
| BEAM (TYP.)4'-9…4'-9…
1'-
01'-
0
(TYP.)
| BRG.
2'-
22'-
2
4'-
4
14'-06'-01'-1‡
2Š
0†
2Š
2Š
VARIES
4'-
0
4'-4
PR
OJ
EC
TI
ON
4'-
1
2'-33'-62'-3
TYP.
5
4'-
3
24'-
0
MI
N.
LA
P (1
0d2)
8'-
0
49 SPA @ 9 = 36'-9; 50-10d1 (EACH FACE)
4'-
3
24'-
0
2'-09'-6ƒ9'-6ƒ9'-6ƒ9'-6ƒ2'-0
41 SPA. @ 1'-0 = 41'-0; 84-6c1
(TY
P.)
2"
2" RECESS
14'-0
2" RECESS
14'-0
35s1 S
PIR
AL
10g3
BI
D
LE
NG
TH F
OR
RO
CK S
OC
KE
T
6'-
0
MI
N.
3'-
0
MI
N.
2" INTO SHAFT CAP
TOP OF SHAFT EMBEDDED
SHAFT CAP
DRILLED
| PIER
2
| PIER
3 CL.
8" PITCH
5s1 SPIRAL
3'-6
16 - 10g3
FROM ENGINEER (`TYP.`)
AFTER APPROVAL
GROUT FULL HEIGHT
TUBES (`4 TOTAL`)
SONIC LOGGING (`CSL`)
2" ID CROSSHOLE
14'-08'-02'-3
48'-6
19'-0 (STAGE 2 CAP) 23'-3 (STAGE 1 CAP)
21'-1•
42'-3
VARIES
24-5e1, 96-5e2, 336-5e4, 24-5e5
23 S
PA
CE
S
AT 1'-
0
= 23'-
0;
DESIGN TEAM PROJECT NUMBER SHEET NUMBER
IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION
Stanley Consultants Inc.
578'-0 X 30'-0 PRETENSIONED PRESTRESSED
DESIGN FOR 0° SKEW
116'-0 & 121'-0 END SPANS 122'-0 & 97'-0 INTERIOR SPANS
CITY OF WATERLOOIOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION
CONC. BEAM BRIDGE W/ 11'-0 SIDEWALK
BRM-CHBP-8155(770)--NB-07
STA. 115+16.00 11TH ST.
CITY OF WATERLOO
AUGUST 2021
STEP ELEVATIONS
PIER 1
PIER 4
BEAM A BEAM B BEAM C BEAM D BEAM E
BEVELED KEY
3x10x28'-05m1
5n1
SYMMETRICAL ABOUT |
| PIER LOW STEP
| CAP
ELEV. B
ELEV.`819.47 (PIER 4)
ELEV.`819.41 (PIER 1)
ELEV.`C
BEVELED KEY
3x10x28'-0
8f18f1
9g1
9g1
5c1
A B
C
D
C
8f2
10g2
10d1
10d2
ELEV. 847.47 (PIER 4)
ELEV. 847.41 (PIER 1)
BOTTOM PIER CAP
V.14
PIER ELEVATION
SECTION A-A
BEAM SPACES
CAP PLAN
PIER 1 & 4 DETAILS
8'-
0
SEE SHEET 25NEOPRENE PAD,LAMINATED
(TYP. E.F.)
6a1 6a2
5n1
5m1
A A
6a2
SYMMETRICAL ABOUT |
END VIEW
ELEV.`D
E
10d1 (TYP.)
10d2 (TYP.)
10g2
851.90
851.96 852.15
852.09
852.10
852.04
851.72
851.66
851.91
851.85
5e15e25e4
10d1 (TYP.)5e5
JOINT IN CAP
CONSTRUCTION
OPTIONAL
JOINT IN CAP
CONSTRUCTION
OPTIONAL
6a1
(LOW STEP)ELEV.`E
ELEV. A
A B C & D BRG. LOCATIONS
REQUIRED AT BEAMS
5m1`&`5n1 BARS
5c1
3'-
6
DRILLED SHAFT (TYP.)42"½ CONCRETE
DRILLED SHAFT (TYP.)42"½ CONCRETE
B B
4'-0 4'-0
DRILLED SHAFT DETAIL(DRILLED SHAFT CAP REINFORCING NOT SHOWN FOR CLARITY)
819.57 (PIER 1) / 819.63 (PIER 4)
TOP OF DRILLED SHAFT ELEV.
JOINTCONSTR.
JOINTCONSTR.
SECTION B-B
| DRILLED SHAFT
1
12
C
813.57 (PIER 1) / 813.63 (PIER 4)
EST. ROCK SOCKET TIP ELEV.
5c1 @ 1'-0 MAX. (TYP.)
| PIER| 11TH ST.
| 11TH ST.
EACH END10-10d1
PLAN, DATA TABLE, AND BAR LISTS.
SEE SHEET V.15 FOR DRILLED SHAFT CAP
DETAILS.
SEE SHEET V.18 FOR PIER AESTHETIC
NOTES:
8f2
10d3
NON-EPOXY REINFORCEMENT - EACH PIER
3'-
2
4'-
11
3'-
2
6
6
6 (TYP.)
2'-5
1'-
6
3'-10
3'-
2
4'-
11
3'-
2
3'-3
6
6
6 (TYP.)
2'-5
1'-
6
3'-10
8'-
0
3
3
3 6
6 3
6
6
3'-
11
6'-0‡
48 SPA. @ 1'-0 MAX. = 48'-0; 49 - 8f1
6
2'-
8
3'-3
6
6
4'-0
16 - 10g
2
15 S
P.
@ 0'-
6=7'-
6
4 DRILLED SHAFT SPACES @ 10'-6 = 42'-0
48'-6
64 SPA. @ 0'-9 MAX. = 48'-0; 65 - 9g1
8 - 8f
2
7 S
P.
@ 1'-
0
= 7'-
0
3'-3
3'-3
2'-0
13'-
0
2'-0
13'-
0
2'-0
1'-1
DESIGN TEAM PROJECT NUMBER SHEET NUMBER
IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION
Stanley Consultants Inc.
578'-0 X 30'-0 PRETENSIONED PRESTRESSED
DESIGN FOR 0° SKEW
116'-0 & 121'-0 END SPANS 122'-0 & 97'-0 INTERIOR SPANS
CITY OF WATERLOOIOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION
CONC. BEAM BRIDGE W/ 11'-0 SIDEWALK
BRM-CHBP-8155(770)--NB-07
STA. 115+16.00 11TH ST.
CITY OF WATERLOO
AUGUST 2021
REINFORCING STEEL - TOTAL (LBS.)
NOTE: ALL DIMENSIONS ARE OUT TO OUT. D= PIN DIAMETER.
BENT BAR DETAILS
D=2•
5e2
D=2•
5n1
D=2•
3'-6
6'-10
REINFORCING STEEL - TOTAL (LBS.)
49
8
32
65
NOTE: ALL DIMENSIONS ARE OUT TO OUT. D= PIN DIAMETER.
BENT BAR DETAILS
5c1
D=2•
D=2•
5n1
D=2•
D=2•
47'-10
47'-10
16
16
3'-6
6'-10
CONC. ESTIMATED QUANTITIES
LOCATION
CAP
FOOTING
TOTAL (CY)
V.15
PIER 1 & 4 QUANTITIES
PIER 4PIER 1
REINFORCING BAR LIST - PIER FOUR
6a2
SHAPEBAR LOCATION
CAP, HOOPS
REINFORCING STEEL - TOTAL (LBS.)
10d1 PIER COLUMN, VERTICAL
10d2 PIER COLUMN, DOWEL
5e1
5e2
COLUMN, TIES END
COLUMN, TIES
8f1 FOOTING, TRANSVERSE, TOP
FOOTING, LONGITUDINAL, TOP
9g1 FOOTING, TRANSVERSE, BOTTOM
10g2 FOOTING, LONGITUDINAL, BOTTOM
5m1
5n1
CAP, STEPS, LONGITUDINAL
CAP, STEPS, TRANSVERSE
NO. LENGTH WEIGHT
6a2
SHAPEBAR LOCATION
5c1 CAP, HOOPS
REINFORCING STEEL - TOTAL (LBS.)
10d1 PIER COLUMN, VERTICAL
10d2 PIER COLUMN, DOWEL
5e1
5e2
COLUMN, TIES END
COLUMN, TIES
FOOTING, TRANSVERSE, TOP
8f2 FOOTING, LONGITUDINAL, TOP
9g1 FOOTING, TRANSVERSE, BOTTOM
10g2 FOOTING, LONGITUDINAL, BOTTOM
5m1
5n1
CAP, STEPS, LONGITUDINAL
CAP, STEPS, TRANSVERSE
NO. LENGTH WEIGHT
REINFORCING BAR LIST - PIER ONE
BOTTOM MATTOP MAT
10g2 8f2
8f1
9g1
6a1
CAP, SIDES, LONGITUDINAL - STAGE 16a3
5e4 COLUMN, TIES
CAP, SIDES, LONGITUDINAL - STAGE 26a4
CAP, TOP, LONGITUDINAL - STAGE 2
CAP TOP, LONGITUDINAL - STAGE 1 25'-012
12 18'-8
6 25'-0
6 18'-8
27'-11
15'-0
120
100
VARIES
13'-8
1'-0 TO 2'-9
VARIES
48
451
336
225
168
| 11th ST. | PIER
| PIER
57.5
WALL
84
5e1
5e4
D=2•D=2•
96
336
5e5 COLUMN, TIES 24
5e5
13'-10
12'-10
14'-4
1197
6455
14415
982
1021
1658
6587
58
114
1385
4497
359
642
41,840
3'-6
6'-10
49
8
32
65
47'-10
47'-10
16
16
3'-6
6'-10
6a2
SHAPEBAR LOCATION
CAP, HOOPS
10d1 PIER COLUMN, VERTICAL
10d2 PIER COLUMN, DOWEL
5e1
5e2
COLUMN, TIES END
COLUMN, TIES
FOOTING, TRANSVERSE, TOP
FOOTING, LONGITUDINAL, TOP
9g1 FOOTING, TRANSVERSE, BOTTOM
10g2 FOOTING, LONGITUDINAL, BOTTOM
5m1
5n1
CAP, STEPS, LONGITUDINAL
CAP, STEPS, TRANSVERSE
NO. LENGTH WEIGHT
6a2
SHAPEBAR LOCATION
5c1 CAP, HOOPS
10d1 PIER COLUMN, VERTICAL
10d2 PIER COLUMN, DOWEL
5e1
5e2
COLUMN, TIES END
COLUMN, TIES
FOOTING, TRANSVERSE, TOP
FOOTING, LONGITUDINAL, TOP
9g1 FOOTING, TRANSVERSE, BOTTOM
10g2 FOOTING, LONGITUDINAL, BOTTOM
5m1
5n1
CAP, STEPS, LONGITUDINAL
CAP, STEPS, TRANSVERSE
NO. LENGTH WEIGHT
6a1
CAP, SIDES, LONGITUDINAL - STAGE 16a3
5e4 COLUMN, TIES
CAP, SIDES, LONGITUDINAL - STAGE 26a4
CAP, TOP, LONGITUDINAL - STAGE 2
CAP TOP, LONGITUDINAL - STAGE 1 25'-012
12 18'-8
6 25'-0
6 18'-8
27'-11
15'-0
120
100
VARIES
13'-8
48
451
336
225
168
84
96
336
5e5 COLUMN, TIES 24
13'-10
12'-10
14'-4
1197
6455
14415
982
1021
1658
6587
58
114
1385
4497
359
642
41,840
30.1
183.7
57.5
30.1
183.7
96.1 96.1
SHAFT, TYP.42"½ DRILLED
DRILLED SHAFT DATA TABLE
LOCATION
SHAFT
DRILLED
PIER 1
PIER 4
828.0
824.8
DRILLED SHAFT NOTES:
-
-
-
-
-
-
-
-
-
-
-
-
-
7'-6 7'-6
7'-6 7'-6
7.
6.
5.
4.
3.
2.
1.
GRND ELEV.
EXIST.
APPROX.
825.0
818.0
PER SHAFT (`TONS`)
AT STRENGTH I
FACTORED RESISTANCE
ELEV.
ROCK
COMPETENT
PER SHAFT (TONS)
RESISTANCE
NOMINAL
550
550
1050
1050
8010g3 2926
3,168
5s1 5 95'-5 498DRILLED SHAFT, SPIRALS
DRILLED SHAFT, VERTICAL 8'-6
TOTAL (LBS.)
NON-EPOXY REINFORCEMENT - EACH PIERINCIDENTAL TO ROCK SOCKETS
BRUSHED PER STANDARD SPECIFICATIONS.
GROOVING OF THE SIDE WALLS OF ROCK SOCKETS IS NOT REQUIRED. SIDEWALLS OF ROCK SOCKETS SHALL BE
BACKFILL, DISPOSAL OF EXCAVATED MATERIALS, WATER, AND ALL OTHER MATERIALS.
PLACING OF GROUTCOMPLETE THE PROBE INCLUDING: DRILLING AND EXCAVATION PROBE, FURNISHING AND
PAYMENT IS FULL COMPENSATION FOR ALL EQUIPMENT, LABOR, AND MATERIALS NECESSARY TO SATISFACTORILY
BASED ON THE RESULTS OF THE PROBING.
RESULTING DATA SUBMITTED TO THE ENGINEER. THE ENGINEER WILL DETERMINE THE FINAL TIP ELEVATION
DRILLED SHAFT INSTALLATION SHALL NOT PROCEED UNTIL ALL THE PROBES HAVE BEEN DRILLED, AND THE
SHAFT CONCRETE IN LIEU OF GROUT. OTHERWISE, FILL PROBE HOLES WITH NEAT CEMENT GROUT.
IF THE PROBE HOLE HAS A DIAMETER OF 8" OR GREATER, THE PROBE HOLE CAN BE FILLED WITH DRILLED
POTENTIAL DEEPER PROBING OR DRILL HOLE DEPTH.
IF VOIDS, SOIL SEAMS, OR SOLUTION CHANNELS ARE DETECTED, THE ENGINEER SHALL BE CONTACTED FOR
TIP ELEVATION.
PROVIDE THE LOGS OF AIR-TRACK PROBING OR DRILL HOLE FOR ENGINEER TO DEVELOP FINAL DRILLED SHAFT
DESIGN CHAPTER 200 AND 200I-1 APPENDIX A, DATED JANUARY 15, 2014, REVISED MAY 19, 2015.
MUD ROTARY DRILL HOLES SHALL BE DRILLED IN ACCORDANCE WITH IOWA DOT DESIGN MANUAL GEOTECHNICAL
THE DRILLED HOLES, TO THE NEAREST 6", AS DETERMINED BY THE ENGINEER.
MEASURE THE PROBES OR DRILL HOLES FROM THE EXISTING GROUND SURFACE ELEVATION TO THE BOTTOM OF
CONTRACTOR SHALL ALLOW THE ENGINEER 15 WORKING DAYS TO EVALUATE AND ISSUE THE FINAL TIP ELEVATIONS.
BE SUBMITTED TO THE ENGINEER FOR EVALUATIONS AND ISSUANCE OF THE FINAL TIP ELEVATIONS. THE
PERFORMED AS EARLY AS POSSIBLE AND THE RECORD OF THE AIR-TRACK PROBES OR THE DRILL HOLES SHALLA
THE CONTRACTOR SHALL DEVELOP THE SCHEDULE SUCH THAT ALL THE PROBES OR DRILL HOLES CAN BE
OF 15 FEET BELOW THE SHAFT TIP ELEVATION AND INSTALLED IN ACCORDANCE WITH THE FOLLOWING REQUIREMENTS.
SHAFT LOCATION PRIOR TO THE DRILLED SHAFT INSTALLATION. THE PROBES SHALL BE EXTENDED TO THE DEPTH
AT LEAST ONE 2" MINIMUM DIAMETER AIR-TRACK PROBE OR MUD-ROTARY HOLE SHALL BE DRILLED AT EACH DRILLED
CONCRETE PLACEMENT BY PUMP IS NOT PERMITTED WITHOUT THE USE OF TREMIE PIPE.
SPACED THE MAXIMUM DISTANCE POSSIBLE FROM ADJACENT TUBES.
BETWEEN ADJACENT LONGITUDINAL REINFORCEMENT AND IN A SYMMETRICAL PATTERN SO THAT EACH TUBE IS
STANDARD SPECIFICATIONS AND TESTED. CSL TUBES SHALL BE PLACED SUCH THAT THEY ARE CENTERED
ALL DRILLED SHAFTS SHALL HAVE CSL TUBES AS SHOWN, INSTALLED IN ACCORDANCE WITH THE DRILLED SHAFTS
EXCLUDING THE THICKNESS OF VOIDS AND SOIL INFILL ZONES.
THE MINIMUM EMBEDMENT INTO COMPETENT ROCK AS PROVIDED IN THE DRILLED SHAFT DATA TABLE
THE TERMINATION ELEVATIONS OF THE DRILLED SHAFT WILL BE DETERMINED BY THE ENGINEER AND SHALL HAVE
THE REQUIREMENTS GIVEN IN THE DRILLED SHAFTS STANDARD SPECIFICATIONS.
USING AT LEAST SIX SEPARATE SOUNDINGS. THE MEASURED THICKNESS OF THE SEDIMENTS SHOULD MEET
IN THE CASE OF TOP-HOLE INSPECTION THE BOTTOM OF SHAFT SHALL BE INSPECTED BY WEIGHTED TAPE
A MINIMUM OF 50,000 POUNDS DOWN PRESSURE WHILE TURNING THE AUGER.
RATE WITH A ROCK AUGER IS LESS THAN 6 INCHES PER 30 MINUTES OF DRILLING USING A DRILL RIG APPLYING
"COMPETENT ROCK" IS DEFINED AS A CONTINUOUS INTACT NATURAL MATERIAL IN WHICH THE PENETRATION
FIELD VERIFIED DURING THE INSTALLATION OF THE DRILLED SHAFTS. THE VERIFICATION PROCESS WILL CONSIST OF:
ALL SHAFTS SHALL BEAR IN COMPETENT ROCK. THE IDENTIFICATION AND PRESENCE OF COMPETENT ROCK WILL BE
DRILLED LENGTH ABOVE THIS ELEVATION IS CONSIDERED ANCILLARY.
EXCAVATE TO THE BOTTOM OF THE SHAFT CAP ELEVATION PRIOR TO INSTALLATION OF THE DRILLED SHAFTS. ANY
INSPECTOR AND ENGINEER MUST MEET THE EXPERIENCE REQUIREMENTS OF NOTE 1.
ENGINEER MAY INSPECT THE SHAFT INSTALLATION IN LIEU OF THE AFOREMENTIONED ENGINEER. BOTH THE
A QUALIFIED GEOTECHNICAL INSPECTOR WORKING UNDER DIRECTION OF THE QUALIFIED PROFESSIONAL GEOTECHNICAL
WITH THE SPECIFICATIONS AND PLANS
THE GEOTECHNICAL ENGINEER SHALL ENSURE THAT THE DRILLED SHAFTS ARE CONSTRUCTED IN ACCORDANCE
SUCCESSFUL DRILLED SHAFT PROJECTS COMPLETED OF SIMILAR SIZE AND SCOPE.
THE GEOTECHNICAL ENGINEER SHALL HAVE A MINIMUM OF 5 YEARS EXPERIENCE WITH AT LEAST 3
HIRED BY THE CONTRACTOR.
ALL DRILLED SHAFT INSTALLATIONS SHALL BE INSPECTED BY A QUALIFIED PROFESSIONAL GEOTECHNICAL ENGINEER
FOR DRILLED SHAFTS EXCEPT AS MODIFIED/SUPPLEMENTED BELOW.
ALL DRILLED SHAFT CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE IOWA DOT STANDARD SPECIFICATIONS
SPIRALS ARE TO HAVE 1• EXTRA TURNS AT TOP AND BOTTOM OF THE SHAFTS.
SHAFT TABLE.
DRILLED SHAFTS ARE REQUIRED TO PROVIDE NOMINAL COMPRESSIVE RESISTANCE AS SHOWN IN THE DRILLED
FOR PIER 1 & 4 DETAILS, SEE DESIGN SHEET NO. V.14 AND FOR PIER 2 & 3, SEE V.16.
DRILLED SHAFT CAP PLAN
8f2
8f1
PIER COLUMN, DOWELPIER COLUMN, DOWEL 15'-0 129110d3 20 PIER COLUMN, DOWELPIER COLUMN, DOWEL 15'-010d3 20 1291
10d2 10d3
D=7•
D=7•
| BEAM (TYP.)
1'-
01'-
0
(TYP.)
| BRG.
2'-
22'-
2
4'-
4
2'-09'-6ƒ9'-6ƒ9'-6ƒ9'-6ƒ2'-0
| PIER| 11TH ST.
10d1 B
AR
4'-
1 P
ROJ
EC
TI
ON
8 8 1'-01'-0
4'-
0
14'-06'-01'-1‡
2Š
0†
2Š
2Š
4'-
3
30'-
0
MI
N.
LA
P (1
0d2)
8'-
0
| 11TH ST.
| PIER
14'-014'-0VARIES
49 SPA @ 9 = 36'-9; 50-10d1 (EACH FACE)
3
CL.
3
CL.
4'-4
PR
OJ
EC
TI
ON
4'-
1
4'-33'-64'-3
TYP.
5
| PIER
| PIER
3 CL.
3'-6
16 - 10g3
FROM ENGINEER (`TYP.`)
AFTER APPROVAL
GROUT FULL HEIGHT
TUBES (`4 TOTAL`)
SONIC LOGGING (`CSL`)
2" ID CROSSHOLE
8" PITCH
5s1 SPIRAL
35s1 S
PIR
AL
10g3
3'-
0
MI
N.
SHAFT CAP
DRILLED
2
48'-6
42'-3
21'-1•
19'-0 (STAGE 2 CAP) 23'-3 (STAGE 1 CAP)
2'-05'-6ƒ2'-0
14'-08'-6
BI
D
LE
NG
TH F
OR
RO
CK S
OC
KE
T
60-5e1, 120-5e2, 420-5e4, 30-5e5
29
SP
AC
ES
AT 1'-
0
= 29'-
0;
DESIGN TEAM PROJECT NUMBER SHEET NUMBER
IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION
Stanley Consultants Inc.
578'-0 X 30'-0 PRETENSIONED PRESTRESSED
DESIGN FOR 0° SKEW
116'-0 & 121'-0 END SPANS 122'-0 & 97'-0 INTERIOR SPANS
CITY OF WATERLOOIOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION
CONC. BEAM BRIDGE W/ 11'-0 SIDEWALK
BRM-CHBP-8155(770)--NB-07
STA. 115+16.00 11TH ST.
CITY OF WATERLOO
AUGUST 2021
V.16
PIER 2 & 3 DETAILS
| CAP
5c1
BEAM SPACES
CAP PLAN
(TYP. E.F.)
6a1 6a2
5n1
5m1
JOINT IN CAP
CONSTRUCTION
OPTIONAL
BEVELED KEY
3x10x28'-05m1
5n1
SYMMETRICAL ABOUT |
ELEV. B
ELEV.`815.53 (PIER 3)
ELEV.`815.51 (PIER 2)
ELEV.`C
BEVELED KEY
3x10x28'-0
8f1
8f2
9g1
A BC D
C
C
ELEV. 849.53 (PIER 3)
ELEV. 849.51 (PIER 2)
BOTTOM PIER CAP
PIER ELEVATION
A A
6a2ELEV.`D
E
10d1 (TYP.)
10d2 (TYP.)
10g2
JOINT IN CAP
CONSTRUCTION
OPTIONAL
6a1(LOW STEP)ELEV.`EELEV. A
A B C & D BRG. LOCATIONS
REQUIRED AT BEAMS
5m1`&`5n1 BARS
SECTION A-A
8'-
0
SYMMETRICAL ABOUT |
5e15e25e4
10d1 (TYP.)5e5
STEP ELEVATIONS
PIER 2
PIER 3
BEAM A BEAM B BEAM C BEAM D BEAM E
854.26
854.28 854.47
854.45
854.42
854.40
854.04
854.02
854.23
854.21
| PIER
8f1
9g1
CONSTR. JOINT
CONSTR. JOINT
8f2
10g2
10d1
10d2
5c1
DRILLED SHAFT (TYP.)42"½ CONCRETE
SHT. V.14 FOR TYP. DRILLED SHAFT DETAILS.
SEE
DRILLED SHAFT PLAN, AND BAR LIST.
SEE SHEET V.17 FOR FOOTING PLAN,
NOTES:
SECTION B-B
| DRILLED SHAFT
DRILLED SHAFT (TYP.)42"½ CONCRETE
B B
4'-0 4'-0
DRILLED SHAFT DETAIL(DRILLED SHAFT CAP REINFORCING NOT SHOWN FOR CLARITY)
815.67 (PIER 2) / 815.69 (PIER 3)
TOP OF DRILLED SHAFT ELEV.
SECTION C-C
SEE SHEET 25NEOPRENE PAD,PLAIN
1
12
5c1 @ 12" MAX. (TYP.)
SEE TABLE, SHEET V.17
APPROXIMATE COMPETENT ROCK
6'-
0
MI
N.
809.0 (PIER 2) / 794.0 (PIER 3)
APPROX. DRILLED SHAFT TIP ELEV.
4'-
11
3'-
2
6
6
6 (TYP.)
2'-5
1'-
6
3'-10
3'-
2
4'-
11
3'-
2
2'-6
6
6
2'-5
1'-
6
3'-10
8'-
0
48'-5…
16 - 10g
2
15 S
PA.
@ 0'-
6
= 7'-
4
6
4
4 6
6 4
6
6
3'-
11
64 SPA. @ 0'-9 MAX. = 47'-10; 65 - 9g1
6'-0‡
48 SPA. @ 1'-0 MAX. = 47'-6; 49 - 8f1
2'-
8
2'-6
3'-3
6
6
4'-0
8 - 8f
2
8 S
PA.
@ 1'-
0
= 7'-
0
2'-0
13'-
0
2'-0
13'-
0
2'-0
1'-1
DESIGN TEAM PROJECT NUMBER SHEET NUMBER
IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION
Stanley Consultants Inc.
578'-0 X 30'-0 PRETENSIONED PRESTRESSED
DESIGN FOR 0° SKEW
116'-0 & 121'-0 END SPANS 122'-0 & 97'-0 INTERIOR SPANS
CITY OF WATERLOOIOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION
CONC. BEAM BRIDGE W/ 11'-0 SIDEWALK
BRM-CHBP-8155(770)--NB-07
STA. 115+16.00 11TH ST.
CITY OF WATERLOO
AUGUST 2021
V.17
D=2•
5e2
D=2•
5n1
D=2•
3'-6
6'-10
REINFORCING STEEL - TOTAL (LBS.)
49
8
32
65
NOTE: ALL DIMENSIONS ARE OUT TO OUT. D= PIN DIAMETER.
BENT BAR DETAILS
5c1
D=2•
D=2•
5n1
D=2•
D=2•
47'-10
47'-10
16
16
3'-6
6'-10
CONC. ESTIMATED QUANTITIES
LOCATION
CAP
FOOTING
TOTAL (CY)
FOOTING PLAN
PIER 2 & 3 QUANTITIES
PIER 3PIER 2
6a2
SHAPEBAR LOCATION
CAP, HOOPS
10d1 PIER COLUMN, VERTICAL
10d2 PIER COLUMN, DOWEL
5e1
5e2
COLUMN, TIES END
COLUMN, TIES
8f1 FOOTING, TRANSVERSE, TOP
FOOTING, LONGITUDINAL, TOP
9g1 FOOTING, TRANSVERSE, BOTTOM
10g2 FOOTING, LONGITUDINAL, BOTTOM
5m1
5n1
CAP, STEPS, LONGITUDINAL
CAP, STEPS, TRANSVERSE
NO. LENGTH WEIGHT
6a2
SHAPEBAR LOCATION
5c1 CAP, HOOPS
10d1 PIER COLUMN, VERTICAL
10d2 PIER COLUMN, DOWEL
5e1
5e2
COLUMN, TIES END
COLUMN, TIES
FOOTING, TRANSVERSE, TOP
8f2 FOOTING, LONGITUDINAL, TOP
9g1 FOOTING, TRANSVERSE, BOTTOM
10g2 FOOTING, LONGITUDINAL, BOTTOM
5m1
5n1
CAP, STEPS, LONGITUDINAL
CAP, STEPS, TRANSVERSE
NO. LENGTH WEIGHT
REINFORCING BAR LIST - PIER TWO
BOTTOM MAT TOP MAT
10g28f2
8f1
9g1
6a1
CAP, SIDES, LONGITUDINAL - STAGE 16a3
5e4 COLUMN, TIES
CAP, SIDES, LONGITUDINAL - STAGE 26a4
CAP, TOP, LONGITUDINAL - STAGE 2
CAP TOP, LONGITUDINAL - STAGE 1 25'-012
12 18'-8
6 25'-0
6 18'-8
33'-11
15'-0
120
100
VARIES
13'-8
1'-0 TO 3'-3
VARIES
60
451
336
225
168
| 11th ST. | PIER
| PIER
57.5
WALL
84
5e1
5e4
D=2•
5e3
D=2•
420
5e5 COLUMN, TIES 30
5e5
13'-10
12'-10
14'-4
1197
6455
17513
982
1022
1658
6587
58
114
1731
5622
448
834
46,690
3'-6
6'-10
49
32
65
47'-10
47'-10
16
16
3'-6
6'-10
6a2
SHAPEBAR LOCATION
CAP, HOOPS
10d1 PIER COLUMN, VERTICAL
10d2 PIER COLUMN, DOWEL
5e1
5e2
COLUMN, TIES END
COLUMN, TIES
8f1 FOOTING, TRANSVERSE, TOP
FOOTING, LONGITUDINAL, TOP
9g1 FOOTING, TRANSVERSE, BOTTOM
10g2 FOOTING, LONGITUDINAL, BOTTOM
5m1
5n1
CAP, STEPS, LONGITUDINAL
CAP, STEPS, TRANSVERSE
NO. LENGTH WEIGHT
6a2
SHAPEBAR LOCATION
5c1 CAP, HOOPS
10d1 PIER COLUMN, VERTICAL
10d2 PIER COLUMN, DOWEL
5e1
5e2
COLUMN, TIES END
COLUMN, TIES
FOOTING, TRANSVERSE, TOP
8f2 FOOTING, LONGITUDINAL, TOP
9g1 FOOTING, TRANSVERSE, BOTTOM
10g2 FOOTING, LONGITUDINAL, BOTTOM
5m1
5n1
CAP, STEPS, LONGITUDINAL
CAP, STEPS, TRANSVERSE
NO. LENGTH WEIGHT
6a1
CAP, SIDES, LONGITUDINAL - STAGE 16a3
5e4 COLUMN, TIES
CAP, SIDES, LONGITUDINAL - STAGE 26a4
CAP, TOP, LONGITUDINAL - STAGE 2
CAP TOP, LONGITUDINAL - STAGE 1 25'-012
12 18'-8
6 25'-0
6 18'-8
120
100
13'-8
451
336
225
168
84
5e5 COLUMN, TIES
1197
982
1022
1658
6587
58
114
REINFORCING BAR LIST - PIER THREE
120
VARIES60
420
30
13'-10
12'-10
14'-4
1731
5622
448
834
120
33'-11
15'-0 6455
17513
46,690
30.1
120.3
57.5
30.1
120.3
207.9 207.9
DRILLED SHAFT DATA TABLE
LOCATION
SHAFT
DRILLED
823.0
823.0
GRND ELEV.
EXIST.
APPROX.
815.0
PER SHAFT (`TONS`)
AT STRENGTH I
FACTORED RESISTANCE
ELEV.
ROCK
COMPETENT
PER SHAFT (TONS)
RESISTANCE
NOMINAL
550
450
1050
890
PIER 2
PIER 3 800.0
REINFORCING STEEL - TOTAL (LBS.)
SEE SHEET V.15 FOR DRILLED SHAFT NOTES
7'-6
7'-6
8010g3 2670
3,168
5s1 5 95'-5 498DRILLED SHAFT SPIRALS
DRILLED SHAFT, VERTICAL 7'-9
TOTAL (LBS.)
INCIDENTAL TO ROCK SOCKETS
7'-6
7'-6
NON-EPOXY REINFORCEMENT - PIER 2
8010g3 8491
10,075
5s1 5 303'-5 1584DRILLED SHAFT SPIRALS
DRILLED SHAFT, VERTICAL
TOTAL (LBS.)
INCIDENTAL TO ROCK SOCKETS
NON-EPOXY REINFORCEMENT - PIER 3
24'-7
SEE SHEET V.15 FOR DRILLED SHAFTS NOTES.
8
10d2
D=7•
10d3
D=7•
10d3 PIER COLUMN, DOWEL 15'-0 129120 10d3 PIER COLUMN, DOWEL 15'-0 129120
3'-0•
2ƒ"
3'-
0•
DESIGN TEAM PROJECT NUMBER SHEET NUMBER
IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION
Stanley Consultants Inc.
578'-0 X 30'-0 PRETENSIONED PRESTRESSED
DESIGN FOR 0° SKEW
116'-0 & 121'-0 END SPANS 122'-0 & 97'-0 INTERIOR SPANS
CITY OF WATERLOOIOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISIONNOT FOR CONSTRUCTION
IN-PROGRESS PLANS
CONC. BEAM BRIDGE W/ 11'-0 SIDEWALK
BRM-CHBP-8155(770)--NB-07
STA. 115+16.00 11TH ST.
CITY OF WATERLOO
JUNE 2021
PIER AESTHETIC DETAILS
V.18
PIER CONCRETE TEXTURE NOTES:
COLORED SEALER COATING NOTES
LOCATION
COLORED SEALER COATING QTY.
QUANTITY
PIER 1
PIER 2
PIER 3
PIER 4
COLOR 1 COLOR 2
QUANTITY
145.2 S.Y.
181.5 S.Y.
181.5 S.Y.
145.2 S.Y.
TECHNIQUES AND METHODS OF CONCRETE RUSTICATION.
FOR CONCRETE RUSTICATION ON DESIGN SHEET V.06 FOR MORE INFORMATION REGARDING
THE SIDES OF THE PIER AS SHOWN SHALL RECEIVE CONCRETE RUSTICATION. SEE GENERAL NOTES
ALIGNED ON ADJACENT STONE COURSES. SET LINER STONE COURSES LEVEL.
LAY OUT SIMULATED STONE LINERS WITHIN FORMS SO THAT NO VERTICAL MORTAR JOINTS ARE
LISTED ABOVE.
APPROVAL. NO SAMPLES ARE REQUIRED TO BE SUBMITTED FOR MANUFACTURERS AND PATTERNS
SUBMIT ALL OTHER MANUFACTURERS AND PATTERNS TO THE ENGINEER FOR REVIEW AND4.
FITZGERALD FORMLINERS (PATTERN NO 17004, "LIBERTY ISLAND STONE")3.
ARCHITECTURAL POLYMERS (PATTERN NO. 894, "16 INCH QUARRY STONE")2.
CUSTOM ROCK INTERNATIONAL, INC. (PATTERN NO 11016, RANDOM CUT STONE (16 INCH)1.
MANUFACTURERS:
OBTAIN LIMESTONE TEXTURE FORM LINER MATERIALS FROM ONE OF THE FOLLOWING
THE SURFACE OF THE SIMULATED MASONRY JOINTS.
1† INCHES AND 2ƒ INCHES DEEP, MEASURE FROM THE HIGHEST POINT OF THE TEXTURED FACE TO
LENGTHS ARRANGED IN A RANDOM PATTERN. MAXIMUM TOTAL TEXTURE RELIEF SHALL BE BETWEEN
HORIZONAL ORIENTATION AS SHOWN. STONES PRODUCED ARE TO BE OF AT LEAST THREE DIFFERENT
PRODUCES THE APPEARANCE OF INDIVIDUAL SIMUATE CUT STONES IN 16-INCH COURSES, AND IN A
TEXTURED EFFECT OF REALISTIC, ROUGH-FACED STONE MASONRY. USE A FORM LINER THAT
THE FORM LINER USED TO PRODUCE THE 'TEXTURED LIMESTONE' AS SHOWN SHALL PRODUCE A
FOR ADDITIONAL INFORMATION REGARDING THE USE OF FORM LINERS.
THE PIERS SHOWN. SEE AESTHETIC NOTES FOR TEXTURED CONCRETE FORM LINERS ON SHEET V.06
THIS WORK CONSISTS OF APPLYING TEXTURED FINISHES TO DESIGNATED CONCRETE SURFACES OF
ITEM "COLORED SEALER COATING FOR STRUCTURAL CONCRETE".
ALL COSTS ASSOCIATED WITH CONCRETE SEALER COATING ARE TO BE INCLUDED IN THE BID
CONTAMINATION OF ADJACENT SURFACES IS ALLOWED.
MASK ADJACENT CONCRETE SURFACES THAT WILL NOT RECEIVE COATING. NO OVERSPRAY OR
SPECIFICATION.
SHEETS AND COATED CONCRETE SAMPLES AS DESCRIBED IN THE DEVELOPMENTAL
ONLY TO THE BOTTOM SURFACE OF SIMULATED JOINTS. SUBMIT PRODUCT SPECIFICATION
THAN THE PLAIN CONCRETE SURFACES OF THE STRUCTURE. APPLY JOINT COLOR NEATLY AND
THE SIMULATED MORTARED JOINTS. THE GREY COLOR SHALL MATCH OR BE SLIGHTLY LIGHTER
VARIATIONS. WHEN ALL STONE COLORS HAVE BEEN APPLIED,APPLY A LIGHT GREY COLOR TO
SLIGHTLY LIGHTER OR DARKER BASE COLOR TO RANDOM STONES PRIOR TO ADDING THE COLOR
APPEARANCE OF STONE. BEGIN WITH A BASE COLOR APPLICATION OF LIGHT BUFF. APPLY A
APPARENT IN REAL LIMESTONE. USE AT LEAST THREE COLOR SHADES TO SIMULATE THE
REAL STONE INCLUDING THE MULTIPLE COLORS, SHADES, FLECKING, AND VEINING THAT ARE
COLORATION OF THE CONCRETE SURFACE SHALL ACCURATELY SIMULATE THE APPEARANCE OF
AND INCLUDING SUBTLE COLOR VARIATIONS, MINERAL OXIDATION AND STAINING. THE FINAL
RANGE OF NATURAL STONE COLORS WITH A FIRST COAT COLOR OF LIGHT OR MEDIUM BUFF
SHALL BE A LIGHT BUFF COLOR TO SIMULATE CUT LIMESTONE. "COLOR NO. 2" SHALL BE A FULL
DETAILS ON THIS DESIGN SHEET FOR SPECIFIC COLOR LOCATIONS AND LIMITS. "COLOR NO. I"
THERE ARE TWO COLORS OF CONCRETE SEALER COATING TO BE USED ON THE PIERS. SEE
COATING FOR STRUCTURAL CONCRETE".
SHALL BE IN ACCORDANCE WITH THE DEVELOPMENTAL SPECIFICATION, "COLORED SEALER
BELOW TYPICAL RIVER WATER LEVELS TO THE TOPS OF FOOTINGS. CONCRETE COATING WORK
APPLICATION OF COLORED SEALER COATING. NOTE THAT THE PIER COATED SURFACES EXTEND
ALL TEXTURED SURFACES OF THE PIERS, AS NOTED AND SHOWN IN THE PLANS WILL RECEIVE
COATING APPLICATION ONLY AFTER FINAL APPROVAL BY THE ENGINEER.
APPLICATION METHODS SHALL BE REVIEWED BY THE ENGINEER. BEGIN WORK ON THE ACTUAL
PRIOR TO BEGINNING ANY CONCRETE SEALER COATING WORK ON THE ACTUAL PROJECT,
B B
A
COLOR 1
COLOR 2
SEE COLORED SEALER COATING NOTES
RECEIVE COLORED SEALER COATING,
ENTIRE TEXTURED SURFACE SHALL
SMOOTH FINISH
MORTAR JOINTS
SIMULATED
6'-014'-014'-06'-0
| PIER
TYPICAL PIER ELEVATION
SECTION A - A
MORTAR JOINTS
SIMULATED
MAX.
ƒ"
TY
P.
TY
P.
TYP.
ƒ"
SECTION B - BTHROUGH WALL AT TOP OF FOOTING
EACH SIDE
COLOR 2, TYP.
1'-
4
JOINT
EVERY OTHER
EACH SIDE
COLOR 1, TYP.
LIMITS OF RECESS
LIMITS OF RECESS
2…"
SMOOTH FINISH
SYMETRICAL ABOUT | PIER| 11TH ST.
| 11TH ST.
A
4.2 S.Y.
5.2 S.Y.
5.2 S.Y.
4.2 S.Y.
TOTAL 653.4 S.Y.18.8 S.Y.
16'-0
4'-
0
3'-0
2'-6
2'-
0
3'-0
2'-
2
14'-
0
@
EX
PA
NSI
ON J
OI
NT
VA
RIE
S (2
1'-
11
MA
X.)
13'-
9Ž
1'-11•
3'-0"
10'-2 NEW CANTILEVERED WALL
8'-6 4'-6 3'-0
9'-
2
+/-
MONOLITH 8 (U.A.C.)MONOLITH 9
10'-
9†
DESIGN TEAM PROJECT NUMBER SHEET NUMBER
IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION
DESIGN SHEET NO. OF FILE NO. DESIGN NO.
Stanley Consultants Inc.
578'-0 X 30'-0 PRETENSIONED PRESTRESSED
DESIGN FOR 0° SKEW
116'-0 & 121'-0 END SPANS 122'-0 & 97'-0 INTERIOR SPANS
CITY OF WATERLOOIOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION
DESIGN SHEET NO. OF FILE NO. DESIGN NO.NOT FOR CONSTRUCTION
IN-PROGRESS PLANS
CONC. BEAM BRIDGE W/ 11'-0 SIDEWALK
BRM-CHBP-8155(770)--NB-07
STA. 115+16.00 11TH ST.
CITY OF WATERLOO
MARCH 2021
V.21
| ABUT. BRG.
(NORMAL TO | ABUTMENT)
SOUTH ABUTMENT WING DETAILS
TYPICAL SECTION THROUGH WINGWALL
MASKWALL 853.86
ELEV. @ BRIDGE
BB
PART WEST WINGWALL ELEVATION(LOOKING SOUTH)
ELEV. = 827.94
BOTT. OF FTG.
(NORMAL TO | WINGWALL)
SECTION B-BWATERSTOP DETAIL
| WALL
ƒ" SEALANT, TYP.
ƒ" CHAMFER, TYP.
INTO EXISTING WALL.
MIN. 4" EMBEDMENT
3/8" @ 12" O.C.
ADHESIVE ANCHOR
L WATERSTOP
FLOODWALL (UAC)
EXISTING
ELEV. = 853.3
FLOODWALL (UAC)
MATCH EXIST
A
AELEV. = 853.3
11-8d5, EACH FACE
13-9e3,
EA
CH F
AC
E
9e4
9e4, TYP.
RESILIENT JOINT MATERIAL
1" PREFORMED
WITH WATERSTOP
RESILIENT JOINT MATERIAL
PROVIDE 1" PREFORMED
SECTION A-A THROUGH WESTWINGOF MATERIALS I.M. 491.13.CEMENT MEETING THE REQUIREMENTSSHALL BE A NONSHRINK HYDRAULICAND FOOTING CONCRETE. GROUTPILE AND PROPOSED WINGWALL GROUT BETWEEN EXISTING SHEET
4 - 9e5
4 - 10d6
4 - 10d7
SYSTEM
FLOOD PROTECTION
REMOVED FROM
(U.A.C.)
FLOODWALL
CORNER
10a3 @ 8" O.C.
10" O.C.
8b2 @
9" O.C.
10d4 @
10d2 SPA. @ 10"
10" O.C.
10d5 @
24" THICK COUNTERFORT
10d5 (TYP.)
10d4 (TYP.)
10a3 @ 7•" O.C.
10d9
10d8
10d10
10d11
10d12
10d9
10d10
10d11
10d12
9, TYP.
9,
TY
P.
9e4 @ 10" O.C., TYP.
9e6
E.F.
E.F.
853
841
48'-5
1'-628'-916'-81'-6
3'-9…2'-03'-9…
1'-
6
7'-
6ˆ
3'-
6ˆ
1'-
31'-
31'-
6
1'-61'-6
TYP.
1'-9
TYP.
1'-9
3'-74 BEAM SPACES @ 9'-6ƒ = 38'-33'-7
DESIGN TEAM PROJECT NUMBER SHEET NUMBER
IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION
Stanley Consultants Inc.
578'-0 X 30'-0 PRETENSIONED PRESTRESSED
DESIGN FOR 0° SKEW
116'-0 & 121'-0 END SPANS 122'-0 & 97'-0 INTERIOR SPANS
CITY OF WATERLOOIOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION
CONC. BEAM BRIDGE W/ 11'-0 SIDEWALK
BRM-CHBP-8155(770)--NB-07
STA. 115+16.00 11TH ST.
CITY OF WATERLOO
AUGUST 2021
ABUTMENT ELEVATION AND STEP DIAGRAM
FOOTING PILE PLAN
V.23
ABUTMENT PILE NOTES:
ABUTMENT CONCRETE QUANTITY
LOCATION
50.0
60.2
0.7
0.0
ABUTMENT PILE DESIGN (LRFD)
PARAMETER NORTH ABUT.
SOIL CLASSIFICATION
GEOTECH. RESIST. FACTOR, "PHI" - SOIL
FACTORED DOWNDRAG LOAD (KIPS)
196TOTAL FACTORED AXIAL LOAD, "PU" (KIPS)
NO. PILES
PILE TYPE (STEEL HP-SECTION)
CONTRACT LENGTH (FT)
0.7
167
ABUTMENT PILE DESIGN (LRFD)
PARAMETER NORTH ABUT.
SOIL CLASSIFICATION
GEOTECH. RESIST. FACTOR, "PHI" - SOIL
* NOMINAL AXIAL BEARING RESIST. (TONS)
TOTAL (CY)
ELEV. 848.15
ELEV. 847.91
ELEV. 847.72
ELEV. 853.62 ELEV. 853.3710'-
6‡
NORTH ABUTMENT FOOTING DETAILS
ELEV. 847.96
| 11TH ST.
11
40
N
HP14x89
N
| 11TH ST.
12'-7…6•
3'-11‡5'-1
4'-09'-19'-14'-19'-19'-14'-0
| ABUT. BRG.
NORTH ABUT.
ELEV. 848.10
CAP BEAM
6.7
SEE SHEET V.26 FOR BAR LIST AND ABUTMENT NOTES.2.
SEE SHEET V.24 AND V.25 FOR SECTIONS AND VIEWS.1.
NOTES:
MA
SK
WA
LL
6'-
0‡
CA
P
BE
AM
4'-
6
CA
P
BE
AM
AN
D
MA
SK
WA
LL
12'-
6
9'-1
13'-2
9'-1
5'-4•
CAP BEAM
3'-2
MASKWALL
CA
P
BE
AM
5'-
6
MASKWALLS
3.5WINGS
ELEV. 843.22BOTTOM OF FOOTING
| PILES
HP14x89 PILE SPACING
HP14x89 PILE SPACING
E
E
D
D
FOUND IN FIELD, CONTACT ENGINEER)
EXISTING FOUNDATIONS, IF CONFLICT
(HP14x89 PILE SPACED TO MISS
PILE DRIVEN AT 1:4 IN THE DIRECTION SHOWN.
OF FOOTING.
PILES ARE ASSUMED TO BE DRIVEN FROM START ELEVATION AT THE BOTTOM
WITH BEARING GRAPH.
PILED REACH REFUSAL. CONSTRUCTION CONTROL REQUIRES A WEAP ANALYSIS
THE PILE CONTRACT LENGTH SHALL BE DRIVEN AS PER PLAN UNLESS
CONST. CONTROL (LRFD)" TABLE.
(EOD) IS BASED ON THE PARAMETERS LISTED IN THE "ABUTMENT PILE
THE REQUIRED NOMINAL AXIAL BEARING RESISTANCE AT END OF DRIVE
PARAMETERS LISTED IN THE "ABUTMENT PILE DESIGN (LRFD)" TABLE.
THE CONTRACT LENGTH OF ABUTMENT PILING IS BASED ON THE DESIGN
8a BARS
5b1 (TYP.)
849.26ELEV.
6
8
2
88
1'-
61"
30'
RO
AD
WA
Y
DESIGN TEAM PROJECT NUMBER SHEET NUMBER
IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION
Stanley Consultants Inc.
578'-0 X 30'-0 PRETENSIONED PRESTRESSED
DESIGN FOR 0° SKEW
116'-0 & 121'-0 END SPANS 122'-0 & 97'-0 INTERIOR SPANS
CITY OF WATERLOOIOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION
CONC. BEAM BRIDGE W/ 11'-0 SIDEWALK
BRM-CHBP-8155(770)--NB-07
STA. 115+16.00 11TH ST.
CITY OF WATERLOO
AUGUST 2021
V.28
COIL ROD
5d2 5e1
5d3
5e3
TOP OF DECK
6a1
6a1
THEORETICAL | GRADE
PARALLEL TO THE
SEE DETAIL "C"
„" RADIUS
DETAIL "C"
PART PLAN
‚
| PIER
SECTION B-B
| ABUTMENT BEARING
TYP.
1" MIN.
2'-0
| BEARINGS
JOINT FILLER
EXPANSION
‚" PREFORMED
6 TYP.
6
TY
P.
ABUTMENTS.
TO BACKFILLING BEHIND
EXPANDING FOAM PRIOR
PLUG 3"½ PVC PIPE WITH
NOTE:
PVC PIPE
4" MIN. CL.
1'-0 1'-0
SEE DETAIL "A"
DETAIL "A"
5d4| PIER
STRANDS
PRESTRESSED
BEAMS
END OF
BEARINGS
| BEAM
BEARINGS
| BEAM
DIMENSION
| BEAM BEARING
** END OF BEAM TO
8 **
6j1
ABUT. &`PIER DIAPHRAGM DETAILS
PART SECTION
AT PIER
| BEAMS
1'-3 1'-6
| ABUT. BRG.
PART PLAN
| PIER
5e2 5e4
COIL ROD
ƒ"½X1'-3
5d3
5e1
5e3
2'-
0
1'-
8
1'-
8
2'-3
BEARING
| BEAM
| BEAM
B
B
BY BEVELED 2x8
KEYWAY FORMED2'-4•
5e1
&
5e3
1'-9
1'-
01'-
0
| PIER
1'-1• 1'-1•
)
9
6
(BENT
COIL ROD
ƒ"½`x`1'-3
2'-1
OF DIAPHRAGM HOOP BARS BETWEEN BEAMS`)
(`SEE CROSS SECTION THRU DECK FOR NUMBER
STEPS, SIDES AND ENDS OF KEYWAYS.
JOINT FILLER AROUND BEARINGS, FACE OF
1" THICK STRIPS OF PREFORMED EXPANSION
EXPANSION PIER
FIXED PIER
1'-3
TOP OF FIXED PIER DETAILS
(SOUTH ABUTMENT SHOWN)
PART SECTION
AT PIER
| PIER
5e2 5e4
5d3
5e3
2'-
0
1'-
8
1'-
8
2'-3
1'-1• 1'-1•
)
9
6
(BENT
COIL ROD
ƒ"½`x`1'-3
COIL ROD
ƒ"½X1'-3
(NORTH ABUTMENT SHOWN)
PART PLAN
PART LONGITUDINAL SECTION AT SOUTH ABUTMENTPART END WEST VIEW AT NORTH ABUTMENT
9b2
6b1
| PIER
PAD (9 x 1" x 2'-4•)
NEOPRENE BEARING
NOT FOR CONSTRUCTION
IN-PROGRESS PLANS
1'-
630'
RO
AD
WA
Y
1"
| BEAMS
6
EQ.
SP
A.
6
EQ.
SP
A.
7'-0 ABUTMENT WING
7'-0 WING EXTENSION
6d6
5d9
5d116g1
5g3
6g1
5g2
5d4/5d56d7/6d8
5d2
5e3
5d3 5d4/5d5
| PIER
| BEARINGS
2'-0
1'-0 1'-0
5e5
5e5
5d4/5d5 5d4/5d5
5e5
&
5e3
9'-
6ƒ
(TYP. FOR 5e1, 5e4, 5e5)
6" MAX. CL.
9b2
6b1
(FOR DETAILS OF INTERMEDIATE DIAPHRAGM SEE DESIGN SHEET V.44 & V.45)
5g3
5d10
121'-0
122'-0
97'-0
12 SPA. @ 7'-11 = 95'-0 16 SPA. @ 7'-6 = 120'-0 16 SPA. @ 7'-6 = 120'-0
3'-
63'-
6
45'-
3
4 S
PA.
@ 9'-
6ƒ
= 38'-
3
1'-0 1'-6
DESIGN TEAM PROJECT NUMBER SHEET NUMBER
IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION
Stanley Consultants Inc.
578'-0 X 30'-0 PRETENSIONED PRESTRESSED
DESIGN FOR 0° SKEW
116'-0 & 121'-0 END SPANS 122'-0 & 97'-0 INTERIOR SPANS
CITY OF WATERLOOIOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION
CONC. BEAM BRIDGE W/ 11'-0 SIDEWALK
BRM-CHBP-8155(770)--NB-07
STA. 115+16.00 11TH ST.
CITY OF WATERLOO
AUGUST 2021
TOP OF SLAB ELEVATIONS
TOP OF DECK ELEVATIONS
LOCATION
BEAM A
BEAM B
BEAM E
35 36 37 38 39 40 41
TOP OF DECK ELEVATIONS
62 63 64 65 66 67
42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61
BEAM D
V.34
EAST GUTTER LINE
WEST GUTTER LINE
BEARING
| PIER #2
3635 37 38 39 41 43 44 46 47 48 49 51 52 53 54 55 56 57 58 59 60 61 62 64 65 6640 42 45 6350 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81
BEARING
| PIER #3
BEARING
| PIER #4
68 69 70 71 72 73 74 75 76 77 78 79 80 81
ABUT. BRG.
| NORTH
NOT FOR CONSTRUCTION
IN-PROGRESS PLANS
BEAM A
BEAM C
BEAM E
BEAM B
BEAM D
W.`GUTTER`LINE
E.`GUTTER`LINE
| PIER #2 | PIER #3 | PIER #4 | NORTH ABUT. BRG.
BEAM C
1'-01'-0 1'-01'-0
E. CONST. JOINT
EAST CONSTRUCTION JOINT
LOCATION
BEAM A
BEAM B
BEAM E
BEAM D
EAST GUTTER LINE
WEST GUTTER LINE
BEAM C
EAST CONSTRUCTION JOINT
WEST CONST. JOINT
| 11TH ST. / P.G.L. /
857.91858.06858.20858.34858.47858.59858.70858.81858.90858.99859.07859.15859.21859.27859.28859.33859.37859.40859.42859.43859.43859.43859.41859.39859.36859.31859.26
857.96858.11858.25858.39858.52858.64858.75858.86858.95859.04859.12859.20859.26859.32859.33859.38859.42859.45859.47859.48859.48859.48859.46859.44859.41859.36859.31
858.15858.30858.45858.58858.71858.83858.94859.05859.15859.23859.31859.39859.45859.51859.52859.57859.61859.64859.66859.67859.67859.67859.65859.63859.60859.56859.50
858.34858.49858.64858.77858.90859.02859.14859.24859.34859.43859.51859.58859.64859.70859.71859.76859.80859.83859.85859.86859.87859.86859.85859.82859.79859.75859.70
858.37858.52858.67858.81858.93859.06859.17859.27859.37859.46859.54859.61859.67859.73859.74859.79859.83859.86859.88859.90859.90859.89859.88859.85859.82859.78859.73
858.43858.58858.73858.86858.99859.11859.23859.33859.43859.52859.60859.67859.73859.79859.80859.85859.89859.92859.94859.95859.96859.95859.94859.91859.88859.84859.79
858.39858.54858.69858.82858.95859.07859.19859.29859.39859.48859.56859.63859.69859.75859.76859.81859.85859.88859.90859.91859.92859.91859.90859.87859.84859.80859.75
858.20858.35858.50858.63858.76858.88858.99859.10859.20859.28859.37859.44859.50859.56859.57859.62859.66859.69859.71859.72859.73859.72859.70859.68859.65859.61859.55
858.16858.31858.46858.59858.72858.84858.96859.06859.16859.25859.33859.40859.46859.52859.53859.58859.62859.65859.67859.68859.69859.68859.67859.64859.61859.57859.52
853.47853.74854.02854.29854.56854.84855.11855.37855.62855.86856.10856.33856.55856.76856.97857.16857.35857.40857.57857.74
853.52853.79854.07854.34854.61854.89855.16855.42855.67855.91856.15856.38856.60856.81857.02857.21857.40857.45857.62857.79
853.71853.98854.26854.53854.81855.08855.35855.61855.86856.11856.34856.57856.79857.00857.21857.40857.59857.64857.82857.99
853.90854.17854.45854.72855.00855.27855.54855.80856.05856.30856.53856.76856.98857.19857.40857.59857.78857.83858.01858.18
853.93854.21854.48854.76855.03855.30855.57855.83856.09856.33856.57856.79857.01857.23857.43857.63857.81857.86858.04858.21
853.99854.27854.54854.81855.09855.36855.63855.89856.14856.39856.62856.85857.07857.28857.49857.68857.87857.92858.10858.27
853.95854.22854.50854.77855.05855.32855.59855.85856.10856.35856.58856.81857.03857.24857.45857.64857.83857.88858.06858.23
853.76854.03854.31854.58854.86855.13855.40855.66855.91856.16856.39856.62856.84857.05857.26857.45857.64857.69857.87858.04
853.72854.00854.27854.54854.82855.09855.36855.62855.87856.12856.35856.58856.80857.01857.22857.41857.60857.65857.83858.00
| 11TH ST. / WEST C.J.
| 11TH ST. / WEST C.J.
0.03' BELOW P.G.L.
NOTE: | 11TH ST. / WEST CONSTRUCTION JOINT ELEVATION IS