CS501 Addendum _1.pdf
PDF 580 KB Posted
- Attached to
- Y1DA--614-22-700 EHRM Infrastructure Upgrades Construction Memphis TN Federal contract opportunity
- Solicitation number
- 36C77624B0013_1
About this file
This document appears to be an addendum to a set of drawings and specifications for the VA Hines EHRM Infrastructure Upgrades Construction project in Memphis, TN. The drawings provide site details for the project, including specifications for an exterior handhole, duct bank details, and a concrete block retaining wall.
The related federal contract opportunity is for the EHRM Infrastructure Upgrades Construction at the Memphis, TN VAMC, solicitation number 36C77624B0013_1. This is a construction project being procured by the Department of Veterans Affairs Technology Acquisition Center Austin. The project involves infrastructure upgrades to support the Electronic Health Record Modernization (EHRM) program. Key milestones include a 35% Schematic Design submittal on 10/11/2023, 65% Design Development on 10/31/2022, 95% Construction Documents on 05/03/2023, and a 100% Final Bid Documents submittal on 08/16/2023.
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Text version
..\..\..\..\..\_Promotional\21-0025 - VA Hines EHRM Infrastructure Upgrades - SES\8. Outside Docs\VASheet_SES_30x42-GD_full_orange_slate-355885.jpg
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
MEMPHIS, TN
614-22-700
CMB DSMRevisions: Date:
10360 Ellison Circle Omaha, NE 68134 Phone: 402.991.5520 www.specializedeng.com
SES Project : 22122
1221 N. Pennsylvania St.
Indianapolis, IN 46202 Phone: 317.800.6388 www.guidondesign.com
GD Project : 22.3101
VA Memphis EHRM Infrastructure
N/A
10/11/2023
35% SCHEMATIC DESIGN 10/31/2022
65% DESIGN DEVELOPMENT 05/03/2023
95% CONSTRUCTION DOCUMENTS 08/16/2023
100% FINAL BID DOCUMENTS 09/27/2023
100% FINAL STAMPED
BID DOCUMENTS
FULLY SPRINKLERED
100% FINAL STAMPED BID DOCUMENTS 10/11/2023
LU
KE J . LE IS ING
AGRICULTURER
E
G I S T E R E E N G
I N E
E R
S T
A T
E
O F T ENNEE
S E
E
N O . 1 1 8 6 3 2 C
O M M E R C E
SITE DETAILS
CS501
LID SHALL BE MARKED
"TELECOMMUNICATIONS"
MOUSE HOLES -(4).
CONDUIT ENTRY PENETRATION NOT TO
EXCEED 25 PERCENT OF SIDE WALL AREA
STAINLESS STEEL HEX
HEAD BOLT W/WASHER
PULL SLOT
SKID RESISTANT SURFACE
EXTENSIONS AS
REQUIRED BY
CONDUIT DEPTH
KNOCKOUTS -(8)
SLOPE GRADE AWAY
FROM COVER 1" IN 3'
GRAVEL DRAINAGE BED MINIMUM 6"
DEPTH. MINIMUM SIZE GRAVEL 1"
8" EXTENSION
LOG
O
38"
25"
18"
NOTES:
1. ALL DIMENSIONS ARE NOMINAL INSIDE CLEARANCES.
2. ANY SPLICE, OR DEVICES IN HANDHOLE SHALL BE
SUBMERGIBLE.
3. PROVIDE LOCKABLE COVER FOR A COMPLETE SYSTEM.
NO SCALE
CONCRETE SIDEWALK
NO SCALE
EXTERIOR HANDHOLE DETAIL
3" MIN.
CONCRETE DUCTBANK
CONTINUES. REFER
TO SITE PLANS FOR
ROUTING
#4 BARS DOWELLED
INTO FOUNDATION
MARKER TAPE
TRACER WIRE
HANDHOLE FOR
TRACER WIRE
TYPICAL CONDUIT
RACEWAY
FOUNDATION WALL
REFER TO
STRUCTURALPLAN VIEW
7 1/2"
(4) #4 BARS CONTINUOUS
ON TOP AND BOTTOM
4" (5") SCHEDULE 40 PVC
4" MINIMUM COMPACTED
AGGREGATE BASE.
[PRECAST CONCRETE PADS
ON UNDISTURBED EARTH
UNDER EACH SPACER]
#4 TIE BARS AT 3'-0"
ON CENTER
INTERMEDIATE SPACER
CONDUIT NONMETALLIC
SPACER, MAXIMUM 5' ON
CENTER. [CARLON S288 SERIES,
UNDERGROUND DEVICES
WUNPEECE, OSBORN
ASSOCIATES 5100 SERIES]
3" MIN.
3" M
IN
" M
IN
1/
4"
1/ 2"
2500 PSI CONCRETE
5/8"
9/
7 1/2"
NONMETALLIC REDUCER SPACER
MARKER TAPE WITH
METALLIC TRACER, 12"
ABOVE DUCT BANK.
CLEAN EARTH
BACKFILL PLACED PER
SPECIFICATIONS
FINISHED GRADE
NOTES:
1. INSTALL 2000 LB TENSILE STRENGTH BRAIDED
POLYPROPYLENE PULL CORD IN ALL CONDUITS.
2. TRENCHING AND BACKFILL ACCORDING TO SPECIFICATIONS.
3. MINIMUM OF 4'-0" CLEAR BETWEEN ADJACENT DUCTBANKS.
4. DOWEL ENDS OF DUCTBANK TO FOUNDATION OR MANHOLE
WITH A MINIMUM OF (4) #4 DOWELS.
NO SCALE
DUCT BANK DETAIL
SEAL PENETRATIONS WATER TIGHT
TERMINATE METALLIC
TRACER IN HAND HOLE
ADJACENT TO EXTERIOR
WALL. COORDINATE EXACT
LOCATION WITH
ARCHITECT/ENGINEER
CONCRETE BLOCK RETAINING WALL DETAIL
NTS
NOTE
1. CONTRACTOR TO PROVIDE LANDSCAPE RETAINING WALL AT
HEIGHTS SPECIFIED ON THE SITE PLAN. BLOCKS SHALL BE
REUSED, AND NEW BLOCKS IF NECESSARY SHALL BE BROWN IN
COLOR AS APPROVED BY THE COR. CONTRACTOR TO PROVIDE
ENGINEERED SOLUTION FROM MANUFACTURER FOR APPROVAL
PRIOR TO CONSTRUCTION.
2. BASE OF WALL IS TO BE BELOW THE FROST LINE UNLESS WALL
IS PLACED ON SOLID ROCK FOUNDATION. MATCH EXISTING
FOUNDATION DEPTH.
FREE DRAINING BACKFILL TO EXTEND AT LEAST
24" BEHIND WALL.
NON-WOVEN GEOTEXTILE
FABRIC
PERFORATED 4" SOCK
DRAIN TO BE INSTALLED
AND TIED INTO EXISTING
SYSTEM. MATCH EXISTING
LEVELING PAD, AGGREGATE BASE COURSE,
TDOT TYPE A AGGREGATE, GRADE D
EXPOSED WALL HEIGHT
PER EXISTING CONDITIONS
GROUND LEVEL
WALL
HEIGHT
GROUND LEVEL
LEVELING
PAD
BURY DEPTH
2 BLOCKS TYP. OR 1'-0" MIN.
3.0°-7.0° BATTER ANGLE ON WALL
ADDENDUM #1 06/18/2024
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