A22 - PLAN_SET_AMND-2022-02-28-VOL109_MCLD_LWR_CULVERTS.pdf
PDF 3 MB Posted
- Attached to
- Cedar Rapids Flood Risk Management Project, Reach 1 McLoud Run Lower Reach Channel, Culverts and Levee
- Solicitation number
- W912EK22B0003
About this file
This document package contains plans and specifications for a federal solicitation seeking construction services. The solicitation involves construction work on the Cedar Rapids Flood Risk Management Project Reach 1 in Iowa, including the McLoud Run Lower Reach Channel, culverts, and levee. The channel work includes demolition, clearing, excavation, grading, riprap placement, trail construction, and landscaping. Culvert work comprises access road improvements, demolition, dewatering, earthwork, structural concrete, trenchless steel pipe installation, and site restoration. Levee work involves demolition, sheeting installation, embankment construction, toe drains, riprap, and landscaping. The solicitation was issued by the U.S. Army Corps of Engineers Rock Island District and includes base work on the channel as well as optional tasks for the culverts and levee. The response due date and award timing are not specified in the document package, which provides construction plans and specifications for the opportunity.
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SANDY LEAN CLAY (CL)
GROUND EL 730.22 FT.
(4)
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FILL - SANDY LEAN CLAY
(5)
5" TOPSOIL
CLAYEY SAND (SC)
5" ASPHALT
SAND WITH CLAY (SP-SC)
(6)
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(8)
(5)
CLAYEY SAND (SC)
(17)
SPT=18-50/5"
LIMESTONE
AUGER REFUSAL AT 24.4 FT.
04 APR 2019
GROUND EL 729.824 FT.
FILL - LEAN CLAY WITH ORGANICS
(4)
POORLY GRADED SAND (SP)
(6)
(1)
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(10)
LIMESTONE
SILTY SAND (SM)
(10)
(27)
AUGER REFUSAL AT 36.5 FT.
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SPT=50/0"
(4)
W.L. 8 FT. 04/04/19
W.L. 8' 04/08/19
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CL 96" DIA. SSP
CL 96" DIA. SSP
(TO REMAIN)
ELLIPTICAL CULVERT
CL EXISTING 8.0x11.4
FLOW
A1
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TYP.
HEADWALL
CIP CONC.
APRON
CIP CONC.
C E
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HEADWALL
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CIP CONC.
WINGWALL TYP.
CIP CONC.
APRON
CIP CONC.
DETAIL B
SEE B9/CT507
MAURI FOODS TRACK
CL EXISTING AB
STEEL PIPE (SSP)
96" DIA. SMOOTH
PACIFIC TRACK
CL EXISTING UNION
SHAFT TYP.
36" DIA. DRILLED
WINGWALL
CIP CONC.
TYP.
SOLDIER PILE
W27x161 STEEL
PANEL TYP.
PRECAST CONC.
PER VOLUME 103
CHANNEL GRADING
PILE WALL
DRILLED SOLDIER
DETAIL A
SEE B8/CT507
%2
APPROX. 730.5'
SEE NOTE 4
PROTECT IN PLACE)
(LOCATE AND
GAS LINE
APPROX. 730.0'
EXISTING GRADE
TO WALL
LOW POINT ADJACENT
APPROX. 730.0'
EXISTING GRADE
SEE DETAIL C1/CF502
5' FROM FACE OF WALL
SPACED 4' OC,
8" Ø PIPE BOLLARD
TYP
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P
APPROX. 730.25'
GROUNDLINE ELEV.
CR-18-12
UPRR RW-2
UPRR RW-1
WALL. SEE NOTE 2. TYP.
CIP CONC. BUTTRESS
ELEV. = 716.05
PROPOSED INVERT
MAURI FOODS TRACK
CL EXISTING AB
ELEV. = 729.74
LOW B/RAIL
WSE = 728.6
EGL = 731.0
VEL = 13.4 fps
50WSE
100EGL
INVERT ELEV. = 715.95 ±
EXISTING / PROPOSED
ELEV. = 716.05 + / -
EXISTING INVERT
HEADWALL
EXISTING HEADWALL
EXISTING
ELEV. = 731.96 +/-
EXISTING HEADWALL
ELEV. = 727.85 ±
EXISTING HEADWALL
APRON TYP.
CIP CONC.
PIPE BEDDING TYP.
WELL COMPACTED
1'-6" LAYER OF
ELEV. 731
TOP OF WALL
ELEV. 716.2
CHANNEL
IN FRONT OF WALL
GROUND LINE
SHAFT TYP.
36" DIA. DRILLED
PACIFIC TRACK
CL EXISTING UNION
SOLDIER PILE TYP.
W27x161 STEEL
SLOPE: -0.0820%
CULVERTS
(4) EXISTING 8.0x11.4 ELLIPTICAL
STEEL PIPE (SSP) AND
(4) 122 LF 96" DIA. SMOOTH
ELEV. 714 (FIELD VERIFY)
APPROX. BEDROCK
HP-40 TYP.
HANDRAIL POST
HANDRAIL POST HP-26
CIP CONC. WINGWALL
HANDRAIL POST HP-27
TYP.
CIP CONC. HEADWALL
BOTTOM OF STEEL SOLDIER PILE
BOTTOM OF DRILLED SHAFT =
IN
T
O
B E
D R
O C
K
CONTRACTOR TO FIELD VERIFY
OF RETAINING WALL.
AT A LOCATION APPROX 56' NORTH
TOP OF PIPE ELEV IS APPROX 712.7±
10" HIGH PRESSURE GAS MAIN.
(TO REMAIN)
ELLIPTICAL CULVERT
CL EXISTING 8.0x11.4
CL 96" DIA. SSP
CL 96" DIA. SSP
WSE = 728.6
EGL = 731.0
VEL = 13.4 fps
CIP CONC. APRON
HEADWALL
EXISTING
MATCH EXISTING, TYP.
CIP CONC. HEADWALL
50WSE
100EGL
WINGWALL
CIP CONC. WINGWALL
CIP CONC.
B
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NORTH
PLAN
T R
U E N
15' 30'0
15' 30'0
GENERAL SHEET NOTES
15' 30'0
CONSTRUCTION.
(319-298-5150) TO CALL FOR STAND-BY AT LEAST 48 HOURS PRIOR TO
MID-AMERICA PRIOR TO CONSTRUCTION. CONTACT BRETT GIOMIO
CONTRACTOR SHALL COORDINATE LOCATION OF GAS LINE WITH 4.
3. SEE SHEET CF502 FOR RIPRAP REQUIREMENTS.
2. BUTTRESS WALLS SHALL BE CONSTRUCTED PRIOR TO REMOVALS.
SEE SHEET CF118 FOR UPRR CULVERT CROSSING LOCATION.1.
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SAMPLE
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GROUND
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NO EXCAVATION
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15ft-0in
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MINIMUM CONSTRUCTION CLEARANCE
TRACK PROTECTION SHORING ZONES
SCALE: NTSSCALE: NTS
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®of Engineers
US Army Corps
U .S
A
R M
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O R
P S
O F
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IN
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STATE OF IOWA.
STAMPED BY A PROFESSIONAL ENGINEER REGISTERED IN THE
DESIGN CALCULATIONS. PLANS AND CALCULATIONS MUST BE
SHORING PLANS MUST BE ACCOMPANIED BY A COPY OF THE
FOR EXCAVATIONS WHICH ENCROACH INTO ZONE A OR B,
GUIDELINES FOR TEMPORARY SHORING.
DESIGN OF SHORING SHALL COMPLY WITH UNION PACIFIC'S
THE TEMPORARY SHORING SYSTEM PER THE APPROVED PLANS.
PROTECTION SHORING PROPOSED. THE CONTRACTOR SHALL INSTALL
INDICATING THE NATURE AND EXTENT OF THE TRACK
SUBMIT FOR APPROVAL BY THE RAILROAD, DETAILED PLANS
PRIOR TO COMMENCING ANY WORK, THE CONTRACTOR SHALL
ALL DIMENSIONS ARE MEASURED PERPENDICULAR TO ` TRACK.
B
C E
D R
P D
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DISRUPT RAILROAD OPERATIONS.
CONSTRUCTION CLEARANCE ENVELOPE" AS THEY WOULD OTHERWISE
CONSTRUCTION ACTIVITIES ARE NOT ALLOWED WITHIN THE "MINIMUM 10.
PHONE NUMBER: 1-800-336-9193
UPRR FACILITIES BY CALLING THE UPRR "CALL BEFORE YOU DIG" (CYBD)
THE RAILROAD PROPERTY THE CONTRACTOR SHALL LOCATE AND PROTECT
CALL BEFORE YOU DIG. PRIOR TO EXCAVATION, DISRUPTING, OR WORKING ON 9.
/pdf_up_util_aban.pdf https://www.up.com/cs/groups/public/@uprr/@realestate/documents/up_pdf_nativedocs
REVIEW. SEE THE UPRR ABANDONMENT GUIDELINES.
CONTRACTOR MUST SUBMIT THEIR PLAN TO THE RAILROAD FOR PRIOR
WHEN ABANDONING UTILITIES (LEAVE IN PLACE OR REMOVE), THE 8.
/pdf_up_track_ground_monitor.pdf https://www.up.com/cs/groups/public/@uprr/@realestate/documents/up_pdf_nativedocs
DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE RAILROAD.
MONITORING AND RESTORING THE TRACK PROFILE AS NECESSARY. ALL
CONTRACTOR WILL BE RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH
AS WELL AS MONITORING FOR 14 DAYS AFTER THE INSTALLATION. THE
NECESSARY BY THE RAILROAD, CONTINUOUS MONITORING MAY BE REQUIRED
BEFORE BEGINNING CONSTRUCTION AND AT PROJECT CLOSING. AS DEEMED
THE ELEVATION OF THE EXISTING TOP-OF-RAIL PROFILE SHALL BE VERIFIED
FOR RAILROAD REVIEW. SEE SECTION 3 IN THE LINK BELOW.
THE CONTRACTOR MUST SUBMIT A TRACK AND GROUND MONITORING PLAN 7.
PROCEED UNTIL SUCH APPROVAL IS OBTAINED.
BE SUBMITTED TO THE RAILROAD FOR APPROVAL AND NO WORK SHALL
WORK PLANS AND DESCRIPTION OF THE EQUIPEMENT TO BE USED SHALL F.
MATERIAL AHEAD/ABOVE THE PIPE.
OTHERWISE FREE FLOW MATERIAL LEADING TO OVEREXCAVATING
THE FACE OF THE CUTTING EDGE SHALL BE ARRANGED TO RESTRICT AN E.
SUCH VOIDS.
METHODS APPROVED BY THE RAILROAD, SHALL BE EMPLOYED TO FILL
DIAMETER OF THE PIPE (PLUS COATING) BY 1 INCH. GROUTING OR OTHER
THE OVER-CUT BY THE CUTTING HEAD SHALL NOT EXCEED THE OUTSIDE D.
ENCOUNTERED AND NEEDS TO BE REMOVED.
FROM THE WITHING THE PIPE IN THE EVEN AN OBSTRUCTION IS
THE AUGER AND CUTTING HEAD ARRANGEMENT SHALL BE REMOVABLE C.
AHEAD OF THE PIPE WHILE WITHIN ZONE A AND UNDER THE TRACKS.
FROM LEADING THE PIPE SO THAT NO UNSUPPORTED EXCAVATION IS
ARRANGEMENTS OR DEVICES THAT WILL POSITIVELY PREVENT THE AUGER
THE FRONT OF THE PIPE SHALL BE PROVIDED WITH MECHANICAL B.
SIDE.
COMPLETELY PASSED UNDER ALL TRACK AND THROUGH ZONE A ON EACH
BASIS WITHOUT STOPPAGE UNTIL THE LEADING EDGE OF THE PIPE HAS
THE BORING OPERATION SHALL BE PROGRESSED ON A CONTINUOUS (24/7) A.
WAY.
CONSTRUCTION REQUIREMENTS WHILE WITHIN THE RAILROAD'S RIGHT-OF-
THE CONTRACTOR SHALL ADHERE TO THE FOLLOWING CULVERT AND PIPELINE 6.
SECURE ALL EQUIPMENT.
MUST CLEAR THE AREA WITHIN 25 FEET OF THE TRACK CENTERLINE AND
CENTERLINE WHEN A TRAIN PASSES THE WORK SITE AND ALL PERSONNEL
RAILROAD REQUIREMENTS DO NOT ALLOW WORK WITHIN 50 FEET OF TRACK 5.
https://www.uprr.com/reus/attachments/roadxing/demolition_guidelines.pdf
BE FOUND AT:
COMPLIANCE WITH THE CURRENT RAILROAD'S DEMOLITION GUIDELINES CAN
THAT MAY IMPACT THE RAILROAD'S TRACKS OR OPERATIONS SHALL BE IN
ALL DEMOLITIONS/REMOVALS WITHIN THE RAILROAD'S RIGHT-OF-WAY AND/OR 4.
APPROVAL.
MEASURES TO PROTECT UNATTENDED EXCAVATIONS TO THE RAILROAD FOR
THE CONTRACTOR MUST SUBMIT AND PROVIDE SUFFICIENT SAFETY 3.
shoring.pdf
@operationsspecs/@specifications/documents/up_pdf_nativedocs/pdf_up_str_temp-https://www.up.com/cs/groups/public/@uprr/@customers/@industraldevelopment/
TEMPORARY SHORING. TEMPORARY SHORING GUIDELINES CAN BE FOUND AT:
DESIGNED AND CONSTRUCTED PER CURRENT RAILROAD GUIDELINES FOR
OPERATIONS AND/OR SUPPORTS THE RAILROAD'S EMBANKMENT SHALL BE
WITHIN RAILROAD RIGHT-OF-WAY OR THAT MAY IMPACT THE RAILROAD'S
REGARDLESS OF UNDERLYING LAND OWNERSHIP, ALL SHORING SYSTEMS 2.
SEDIMENT CONROL AND HAVE THE METHOD APPROVED BY THE RAILROAD.
THE CONTRACTOR MUST SUBMIT A PROPOSED METHOD OF EROSION AND 1.
GENERAL SHEET NOTES
C
L
SHORING ZONE NOTES:
S H
O R
IN
G
Z O
N E
A
S H
O R
IN
G
Z O
N E
B
S H
O R
IN
G
Z O
N E
A
NO EXCAVATION ZONE A
Z O
N E
B
TRACK
1. OSHA STANDARD LOADS
SHORING DESIGNED FOR:
SLOPING CUTS ARE ALLOWED
2. OSHA STANDARD LOADS
1. RAILROAD LIVE LOAD SURCHARGE
SHORING DESIGNED FOR:
NO SLOPING CUTS ALLOWED
C L
OF TRACKC
L
File details come from the government source that posted it. Updated .