C31_(ADDENDUM_3)_0009.pdf
PDF 468 KB Posted
- Attached to
- NAMA 216042 - Lincoln Memorial Rehabilitation
- Solicitation number
- 140P2022R0046
About this file
This document includes utility profiles and plans for the Lincoln Memorial Rehabilitation project. The profiles show existing and proposed elevations for sanitary sewer lines and waterlines around and beneath the North Plaza structure, including locations for ducts, sleeves, and connections. The related federal contract opportunity is solicitation number 140P2022R0046 from the National Park Service for rehabilitation work at the Lincoln Memorial Undercroft. Products and services will include structural, architectural, and MEP construction and upgrades below the memorial as detailed in the provided plans and specifications. The response deadline is not stated.
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Text version
El ev at io ns
El ev at io ns
Station
Station
Sanitary Sewer Profile (S2 - EX-S1)
0+20 0+00 1+00 2+00
S2 R=
.9
IN
V=
.1
IN
V=
.1
BL
D
G
O
UT
127 LF
6"PVC
S=1.96%
14 LF
6"PVC
S=2.00%
13 LF
6"PVC
S=1.05%
S3 R=
.2
IN
V=
.6
IN
V=
.6
S2 O
UT
EXISTING GROUND
SURFACE
UNK UNK
T/DUCT
IRR
6" W
E/DUCT
S4 R=
.0
IN
V=
.4
IN
V=
.4
S3 O
UT
EXISTING
BUILDING
42 LF
8"PVC
S=1.98%
EX
-S
R=
.1
IN
V=
.6
S4
El ev at io ns
El ev at io ns
Station
Station
Waterline
9+80 10+00 11+00 11+50
APPROX. EXISTING
GROUND SURFACE
APPROX. LOCATION
OF LINCOLN
MEMORIAL WALL
REFER TO PLUMBING
PLANS FOR
CONTINUATION
APPROX LOCATION OF NORTH
PLAZA STRUCTURE (SEE SHEET C10
FOR ADDITIONAL INFORMATION)
APPROX. LOCATION OF EXISTING GRADE
UNDER NORTH PLAZA STRUCTURE TO
BE FIELD VERIFIED (SEE SHEET C41 FOR
ADDITIONAL INFORMATION)
MIN. 42"
COVER
ST
A.
1+
.8
RE
PL
AC
E
EX
. 8
" P
LU
G W
IT
H
N
EW
"X
6" R
ED
UC
ER
ST
A.
0+
.0
H O
RI
ZO
N
TA
L
D
EG
. B
EN
D
APPROX.
LOCATION
OF EX. 6" W
APPROX.
LOCATION
OF EX. 8" W
SUPERIMPOSED APPROX.
VERTICAL LOCATION OF
ELECTRICAL DUCTBANK
ST
A.
0+
.2
H O
RI
ZO
N
TA
L
D
EG
. B
EN
D
ST
A.
0+
.5
H O
RI
ZO
N
TA
L
D
EG
. B
EN
D
E/DUCT
14" SLEEVE FOR
COMBINED
WATER AND
FIRE LINES
6" W
FINISHED FLOOR
EXISTING STORM
DRAIN LINE (SEE MEP
PLANS FOR
CONTINUATION)
EXISTING
COLUMN
(TYP)
(N EX.) 34.85 +/-
EXISTING CAISSON,
(TYP)
EXTERIOR
BUILDING
WALL
EXISTING
PAVEMENT
GRADE LINE
APPROX LOCATION OF 6" DUCTILE IRON PIPE FOR COMBINED WATERLINE, FDC
FEEDER PIPE AND FIRE PUMP TEST HEADER. EACH TO BE PLACED IN A 12"
DUCTILE IRON SLEEVE. PROVIDE MECHANICAL LINK SEAL OR APPROVED EQUAL
FOR WATERPROOFING. PROVIDE SHOP DRAWING WITH WATERPROOFING
METHOD, LOCATION, AND DEPTH OF SLEEVE PENETRATIONS FOR REVIEW AND
APPROVAL. SLEEVE CONFIGURATION MAY CHANGE DUE TO FIELD CONDITIONS.
SEE PLUMBING PLANS FOR CONTINUATION.
APPROX LOCATION 8-WAY
ELECTRIC DUCT BANK. SEE
ELECTRICAL PLANS FOR DETAILS.
PORTION OF SLAB TO BE
REMOVED PRIOR TO PAVER WORK.
SEE STRUCTURAL PLANS FOR
DETAILS.
6" DIP COMBINED WATERLINE
APPROX LOCATION OF EXISTING
GRADE BELOW NORTH PLAZA
STRUCTURE. TO BE FIELD VERIFIED.
6" DIP FDC FEEDER PIPE
6" FIRE PUMP TEST HEADER
D I
ST
R ICT
T
IM
OTHY M. SMITH
L I CENSED
PRO F E SS I ONA L ENG I N
EE
RNo. PE909274
OF COLUMB IA
Vert.
Horiz. Feet60300 15
Feet1260 3
SECTION AT NORTH PLAZA
SCALE: 1" = 4'
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