W912P523B0003 Plans RTA.pdf
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- Solicitation number
- W912P523B0003
About this file
This solicitation is for the construction of a viewing platform/general-purpose building, roads, and grounds improvements at the Department of Energy's former K-25 site in Oak Ridge, Tennessee. The project has an estimated value between $5-10 million and will be awarded as a firm fixed-price contract set aside for small businesses. Bids are due on January 19, 2023 and will be publicly opened via video conference. The selected contractor must furnish performance and payment bonds each valued at 100% of the contract price within ten days of award. A pre-bid site visit will be held on January 4, 2023 and all attendance requests must be submitted in advance. Questions regarding the solicitation should be submitted through the Procurement Integrated Enterprise Environment system no later than ten days prior to the bid due date.
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DRAWING NUMBER
DRAWING TITLE
DRAWING SCALE
SHEET NUMBER
A101
SYMBOLS
A101
SIM
A101
1 Ref
R ef
1 Ref
R ef
SIM
A101R101
1 SIM
R101 A101
SECTION
NUMBER
SHEET ON WHICH
SECTION IS SHOWN
DIRECTION OF CUT
DETAIL
NUMBER
CALLOUT
DRAWING
NUMBER
VIEW
NUMBER
SHEET
NUMBER
ROOM
NAME
ROOM
NUMBER
DOOR TAG
WINDOW TAG
SPOT
ELEVATION
TITLE BAR
SECTION
INTERIOR ELEVATION
DETAIL
ELEVATION
KEY NOTE
16a
WALL TAG
Room name
150 SF
ROOM SQUARE
FOOTAGE
W25
SHEET ON WHICH
SECTION IS TAKEN
SHEET ON WHICH
ELEVATION IS
SHOWN
TAGS
MISC.
SHEET ON WHICH
SECTION IS SHOWN
SHEET ON WHICH
SECTION IS TAKEN
1. COORDINATE WITH APPLICABLE DIMENSIONS AND
DETAILS ON OTHER SHEETS.
2 COORDINATE WITH REQUIREMENTS OF UCOR/DOE
SUPPLIED EQUIPMENT AS REQUIRED.
3. THE CONTRACTOR FOR CONSTRUCTION SHALL
LAYOUT ALL PARTITIONS AND VERIFY ACCEPTABILITY OF
LAYOUT WITH ARCHITECT PRIOR TO START OF THIS
WORK.
4. DO NOT SCALE DRAWINGS, IF DIMENSIONS ARE IN
QUESTION, THE CONTRACTOR FOR CONSTRUCTION
SHALL OBTAIN WRITTEN CLARIFICATION FROM
ARCHITECT BEFORE CONTINUING WITH CONSTRUCTION.
5. SEE "BUILDING DESIGN K-25 PHASE II" FOR BUILDING
INFORMATION & "EXHIBIT DESIGN K-25 PHASE II" FOR
EXHIBIT INFORMATION.
GENERAL NOTES
Telephone:
Fax:
Contact:
E-Mail:
Web Site:
Telephone:
Fax:
Contact:
E-Mail:
Web Site:
Telephone:
Fax:
Contact:
E-Mail:
Web Site:
Telephone:
Fax:
Contact:
E-Mail:
Web Site:
Telephone:
Fax:
Contact:
E-Mail:
Web Site:
Telephone:
Fax:
Contact:
E-Mail:
Web Site:
Telephone:
Fax:
Contact:
E-Mail:
Web Site:
LANDSCAPE
HEDSTROM DESIGN
110 WEST MAGNOLIA AVENUE
KNOXVILLE , TENNESSEE 37917
865.329.0012 865.329.0064 www.hedstromdesign.com
ANDREW SPATZ
andrew@hedstromdesign.com
STRUCTURAL
Ross Bryan ASSOCIATES, INC. ENGINEERS
227 FRENCH LANDING DRIVE
NASHVILLE , TENNESSEE 37228
615.323.1300 615.327.4446 rossbryan.com
KURT BOYD
boyd@rossbryan.com
MP&E ENGINEER
FACILITY SYSTEMS CONSULTANTS
713 S CENTRAL ST #101
KNOXVILLE , TENNESSEE 37902
865.246.0164 865.246.1084 www.facilitysystems.org
LARRY HEADLA
lheadla@facilitysystems.com
CIVIL ENGINEER
FULGHUM MACINDOE & ASSOCIATES, INC.
10330 HARDIN VALLEY ROAD, SUITE 201
KNOXVILLE , TENNESSEE 37932
865.690.6419 865.690.4668 www.fulgrammacindoe.com
AARON GRAY
gray@fulghummacindoe.com
EXHIBIT DESIGNER
HILFERTY & ASSOCIATES, INC.
14240 ROUTE 550
ATHENS , OHIO 45701
740.448.3821
(865) 544-0402 www.hilferty.com
CRAIG DICKELMAN
craig@hilferty.com
ARCHITECTS
SMEE + BUSBY ARCHITECTS, P.C.
2554 SUTHERLAND AVE
KNOXVILLE , TENNESSEE 37919
865.521.7550 865.521.7551 www.smeebusby.com
GREGOR SMEE
gsmee@smeebusby.com
UCOR
PROJECT NAME:
SITE CLASS
TYPE REV
RPE
DATE
DRAWING REVISIONS
SCALE:LE DRAWING NUMBER
BUILDING
ELECTRONIC SIGNATURES
PROFESSIONAL SEAL
TITLE:
CD
U
ORG/
ENGR
ENGR
CHK
PROJ
ENGR
KAREA ETTP
PROJECT RECORD NUMBER:
AS SHOWN
CONFIGURATION MANAGEMENT LEVEL
DE-SC-0004645
an AECOM-led partnership with Jacobs
MANAGED FOR THE DEPARTMENT OF ENERGY
UNDER CONTRACT NUMBER DE-SC-0004645
OAK RIDGE TN 37830
OAK RIDGE RESERVATION
3/31/2022 CFC SUBMITTAL GC GC SB GS
ARCHITECTSSMEE + BUSBY
Knoxville, TN 37902
DRW
BY
GS
QA
SB
A1E-700NHP-
FOUNDATION VENTING ENGINEER
SHIELD ENGINEERING, INC.
4301 TAGGART CREEK ROAD
CHARLOTTE , NORTH CAROLINA 28208
704.394.6913 shieldengineering.com
RAY TANT
rtant@shieldengineering.com
REV. DATE DESCRIPTION
UCOR
OAK RIDGE, TENNESSEE
21026
BUILDING DESIGN K-25 PHASE II
SITE COVER SHEET
H742
12" = 1'-0"
VIEW NAME
DRAWING INDEX
A1E-700NHP-H742 SITE COVER SHEET
CODE SYNOPSIS
K-25 VIEWING PLATFORM BUILDING SITE IMPROVEMENTS
SITE IMPROVEMENTS DESIGN
CIVIL
C1E-700NHP-H743 DEMOLITION PLAN PHASE I & PHASE II
C1E-700NHP-H744 SITE LAYOUT PLAN PHASE I & PHASE II
C1E-700NHP-H745 EROSION PREVENTION AND SEDIMENT CONTROL PLAN - STAGE 1 PHASE I & PHASE II C1E-700NHP-H746 SITE GRADING AND EROSION PREVENTION AND SEDIMENT CONTROL PLAN - STAGE 2 PHASE I & PHASE II
C1E-700NHP-H747 STORM DRAINAGE AND SITE UTILITIES PLAN - PHASE I
C1E-700NHP-H748 SITE DETAILS - SHEET 1 PHASE I & PHASE II
C1E-700NHP-H749 SITE DETAILS - SHEET 2 PHASE I & PHASE II
C1E-700NHP-H750 LOOP ROAD OVERALL LAYOUT PHASE II
C1E-700NHP-H751 LOOP ROAD AND WAYSIDE EXHIBIT LAYOUT DETAILS - PHASE II
C1E-700NHP-H851 LOOP ROAD AND WAYSIDE EXHIBIT GRADING AND DRAINAGE DETAILS PHASE II
LANDSCAPE
L1E-700NHP-H752 SITE PLAN AND LANDSCAPE PREPARATION NOTES PHASE I & PHASE II
L1E-700NHP-H753 PERSPECTIVES PHASE I & PHASE II
L1E-700NHP-H754 CIRCULATION DIAGRAM PHASE I & PHASE II
L1E-700NHP-H755 VPB MATERIALS & LAYOUT PLAN PHASE I & PHASE II
L1E-700NHP-H756 SOUTHEASTERN SITE ENLARGEMENT PHASE II
L1E-700NHP-H757 NORTHEASTERN SITE ENLARGEMENT PHASE II
L1E-700NHP-H758 NORTHERN SITE ENLARGEMENT PHASE II
L1E-700NHP-H759 NORTHWESTERN SITE ENLARGEMENT PHASE II
L1E-700NHP-H760 SOUTHWESTERN SITE ENLARGEMENT PHASE II
L1E-700NHP-H761 SOUTHERN SITE ENLARGEMENT PHASE II
L1E-700NHP-H762 VIEWING PLATFORM BUILDING PLANTING PLAN PHASE I & PHASE II
L1E-700NHP-H763 HARDSCAPE DETAILS AND NOTES PHASE 1 & PHASE II
L1E-700NHP-H764 PLANTING DETAILS AND NOTES PHASE I & PHASE II
ELECTRICAL
E1E-700NHP-H765 ELECTRICAL SITE PLAN
2018 International Building Code (IBC) 2018 International Fire Code (IFC) 2018 International Plumbing Code (IPC) 2018 International Mechanical Code (IMC) 2018 International Fuel Gas Code (IFGC) 2018 International Energy Code (IECC)
2020 NEC (NFPA 70, NFPA 70E)
2018 NFPA 70E, Arc Flash Protection 2017 American National Standards Institute
2009 ICC A117.1 (ANSI)
2010 ADA Standards for Accessible Design
SHEET NUMBER SHEET TITLEREV
SITE IMPROVEMENT K-25 PHASE II
1 GC GC SB GS GSSBCFC SUBMITTAL - REVISION 104/26/2022
2 GC GC SB GS GSSBCLARIFICATION OF ABANDONMENT/REMOVALS08/02/2022
3 GC GC SB GS GSSB
REVISED CFC - REVISION CLOUDS AND TRIANGLES REMOVED TO
PRODUCE A CLEAN DRAWING SET FOR USACE TO START PROCUREMENT10/06/2022
10IN
POST
12IN
FP
LP
SQ
CO
CO
CO
WV
WV
LP
WM WV
30IN
SN
POST
PP
SQ
PTP
PTP
WV
FH
WV
PIV
BOLLARD
WV
WV
WV
PTLP
SN
FH
WV
PTP
MON
WV
WV
WV
WV
WV
SN
WM
WV
WV
WM
WV
CO
PTPLP
FF. EL. 787.93
GM
GV
IE-770.20,OUT
TC-781.10
SAMH
IRO
IRO
IE-775.80
TC-794.30
AREA DRAIN
PIV
LP
SP
LP
TC-782.12
PMH
TC-782.34
PMH
TC-782.04
PMH
CHILLER
TRANS.
S Y
S T
E M
F
IR
E
TANK
DIESEL
TRANS.
AC
PAVEMENT CUT
IE-786.61
TC-793.48
AREA DRAIN
TC-794.21
TMH
TC-788.51
PMH
GATE
GATE
TC-793.54
TMH
GRAVEL
TC-779.56
TMH
TC-780.24
TMH
TC-794.93
PMH
TC-794.94
WATER MH
K-1652
IE
.2
IE
-7
.7
R
C P
TC-778.76
AREA DRAIN
IE
-7
.8
IE
-7
.9
IE-774.76
8" RCP
TC-779.04
AREA DRAIN
8" RCP
IE-775.64
IE
-7
.8
IE
-7
.9
TC-778.73
AREA DRAIN
IE
-7
.9
IE
-7
.9
R
C P
IE-775.33IE-771.93
8" RCP12" RCP
10" RCP
IE-784.76,OUT(6"STP)
TC-787.21
AREA DRAIN
IE-782.31
IE-782.51,IN(8"PVC)
TC-788.11
STMH
8" P
VC
IE-783.168" STP
S
T P
IE-783.06,OUT(8"PVC)
IE-784.66,IN(8"STP)
TC-787.46
AREA DRAIN
TC-786.46
AREA DRAIN
IE-783.81
8" RCP
IE
.0
S
T P
IE
.0
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T P
TC-785.33
STMH
IE-781.93 IE
.0
R C
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IE
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IE
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R
C P
R
C P
IE
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V
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IE
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12" VCP
IE
.3
IE-791.75
6" STP
P
TC-792.98
AREA DRAIN
IE-7
6.2
" P
V C
6"
IE-770.30
IE
.2
IE-789.93,IN(4")
IE-789.43,IN(6")
TC-787.43
SAMH
IE-FULL OF DEBRIS
IE-780.76 IE-780.81
IE
.4
8"
IE-780.36
IE
-7
.1
IE
.1
IE-GREATER THAN 25'
TC-793.99
SAMH
TC-793.76
ABANDONED
SAMH
P
V C
IE
1.6
A B
A N
IE
-7
.4
IE
-7
.5
V
C P
I E
.2
IE-790.45
12" VCP
TC-793.09
AREA DRAIN
IE
.4
IE
.6
P
IE
.4
IE
-7
.5
IE
.2
P
IE
.3
P
IE-790.33,IN
TC-793.04
AREA DRAIN
IE
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R C
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IE
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,6
V
C P
IE
.0
,6
V
C P
IE
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R C
P
TC-778.85
AREA DRAIN
IE-775.64
TC-778.28
AREA DRAIN
R
C P
IE-770.85
IE
.7
P
24" RCP
IE-777.85
2" STP
IE-782.07
IE
-7
.1
CONCRETE
STOP SN
CONCRETE12" BRICK WALL
GRAVEL
OVERHEAD PIPE
GRAVEL
2ND FLOOR 801.83
1ST FLOOR 788.50
CHILLED WATER
CHILLED WATER
C H
IL
L
E D
W A
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R
C H
IL
L
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W A
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R
C H
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W A
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C H
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L
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W A
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R
C H
IL
L
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W A
T E
R
CHILLED WATER
8"
8" 8" (ABAN)
8"
16"
FIRE WATER (ABAN) FIRE WATER (ABAN)
FIRE WATER (ABAN)
F
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W A
T E
R
F
T E
R
A
B A
N
F
T E
R
F
T E
R
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14"
10"
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BURIED
AREA DRAIN
T
2-3" FIBER DUCTS
4-5" FIBER DUCTS
F I B
E R
D U
C T
S
4-3 1/2" FIBER DUCTS4-3 1/2" FIBER DUCTS ABANDONED
4-3 1/2" FIBER DUCTS
1 1/2" CONDUIT
F
D
TOP OF PIPE-783.45
TC-789.05
CHILLED WATER VAULT
CP-6
NAIL
PK
CP-4
PK
CP-3
CP-2
PK
CP-1
NAIL
CP-5
PK
CHILLED WATER
CUT AND CAPPED
CAPPED
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CAPPED
CUT AND
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I B
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D.B. 1365, PG. 36
HERITAGE CENTER, LLC
ED-8E
PROPERTY LINE
CITY OF OAK RIDGE
2-6" CW
T C
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S A
M H
CAPPED
CUT AND
CAPPED
CUT AND
3"
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CUT AND
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10" 10" 10"
6"
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IR
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GRAVEL
ASPHALT
PTP-UGT
GATE GATE
UGE
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TC-794.86
AREA DRAIN
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TC-793.93
AREA DRAIN
TC-793.35
AREA DRAIN
TC-793.12
AREA DRAIN
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TC-794.95
SAMH
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IE-793.37
TC-793.45
AREA DRAIN
TC-793.28
AREA DRAIN
LANDSCAPE PLANTER
LANDSCAPE PLANTER
ASPHALT PARKING
ASPHALT PAVEMENT
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CONCRETE
CONCRETE
CONCRETE
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TC-779.86
SAMH
TC-779.53
SAMH
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TC-793.21
AREA DRAIN
TC-793.30
AREA DRAIN
TC-793.44
AREA DRAIN
VAULT
ELECTRIC
ASPHALT
AS
P
H
ALT
O H E
O H
E
EXCAVATION WALL
ASPHALT
ASPHALT
KNOXVILLE, TN 37932
10330 HARDIN VALLEY ROAD
SUITE 201
OFFICE: 865.690.6419
www.fulghummacindoe.com
CIVIL ENGINEER:
FMA PROJECT: 414.011
UCOR
PROJECT NAME:
SITE CLASS
TYPE REV
RPE
DRAWING REVISIONS
SCALE:LE DRAWING NUMBER
BUILDING
ELECTRONIC SIGNATURES
PROFESSIONAL SEAL
TITLE:
CAD FILENAME
CD
U
ORG/
ENGR
ENGR
CHK
PROJ
ENGR
KAREA ETTP
PROJECT RECORD NUMBER:
ESF/DWG/X
AS SHOWN
CONFIGURATION MANAGEMENT LEVEL
DE-SC-0004645
an AECOM-led partnership with Jacobs
MANAGED FOR THE DEPARTMENT OF ENERGY
UNDER CONTRACT NUMBER DE-SC-0004645
OAK RIDGE TN 37830
OAK RIDGE RESERVATION
ARCHITECTSSMEE + BUSBY
Knoxville, TN 37902
DRW
BY
19008
SITE IMPROVEMENT K-25
SB GS
QA
03/31/2022 AC AG AC AGCFC SUBMITTAL
04/26/2022 PHASING REVISION AC AG AC AG SB GS
DATEREV.
DESCRIPTION
SEE DEMOLITION NOTE 9
INSTALLATION
REQUIRED FOR STORM DRAINAGE
REMOVE STRUCTURES AND PIPING AS
DRAIN, AND CONNECTED PIPING IN PLACE
ABANDON EXISTING STORM MANHOLE, AREA
REF. DEMOLITION NOTE 9
TO DETERMINE REMOVAL OR ABANDONMENT
ELECTRIC TO BE EXPOSED FOR EVALUATION
EXISTING DE-ENERGIZED UNDERGROUND
OTHERS. REF. DEMOLITION NOTES 7 AND 8
EXISTING PIER PREVIOUSLY REMOVED BY
ASPHALT PAVEMENT, TYP.
SAWCUT AND REMOVE EXISTING
SEE DEMOLITION NOTE 9
AND CONNECTED PIPING IN PLACE
ABANDON EXISTING AREA DRAIN
I I I I I I I I I I
II
7 AND 8
REF. DEMOLITION NOTES
REMOVED BY OTHERS
EXISTING PIER PREVIOUSLY
DEMOLITION NOTES 7 AND 8
REMOVED BY OTHERS. REF.
EXISTING PIER PREVIOUSLY
I I I I I I I I I I
I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I
I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I
COOR. EXTENTS WITH GOVERNMENT
REMOVE EXISTING FENCE
AND GOVERNMENT
COOR. WITH UCOR/DOE
AS REQUIRED
REMOVE EXISTING GRAVEL
ASPHALT PAVEMENT
CONNECTION TO PROPOSED
AND REMOVE FOR CLEAN
SAWCUT EXISTING ASPHALT
PAVEMENT MARKINGS
REMOVE EXISTING
NEAREST JOINT
REMOVE EXISTING SIDEWALK TO
SAWCUT AND REMOVE EXISTING CURB
29'
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
I I I I I I I I I I I I I I I I I I I
UCOR/DOE AND GOVERNMENT
COOR. EXTENTS WITH
REMOVE EXISTING FENCE
IIIIIIIII
FOR ACCESS DRIVE
AND GATE AS REQUIRED
REMOVE EXISTING FENCE
SEE DEMOLITION NOTE 9
FLOWABLE FILL
TO NORTH AND FILL WITH
PLUG EXISTING 36" RCP
I I I I I I I I I I I I I I I I I I
I I I I I I I I I I I I I I I I I
I I I I I I I I I I I I I I I I I
TO REMAIN, TYP
EXISTING ASPHALT PAVEMENT
ASPHALT PAVEMENT
CONNECTION TO PROPOSED
AND REMOVE FOR CLEAN
SAWCUT EXISTING ASPHALT
PAVEMENT TO REMAIN
EXISTING ASPHALT
EXISTING ASPHALT
SAWCUT AND REMOVE
SIDEWALK
EXISTING CURB AND
SAWCUT AND REMOVE
II
SEE DEMOLITION NOTE 9
PLACE AS REQUIRED
TO BE ABANDONED IN
WATER, AND GAS LINES
EXISTING WATER, CHILLED
II
COOR. WITH UCOR/DOE AND GOVERNMENT
ABANDON EXISTING AREA DRAIN
I I I I I I I I I I I I I I I I I
I I I I I I I I I I I I I I I I I I
AS REQUIRED FOR PROPOSED SIDEWALK
SAWCUT AND REMOVE EXISTING SIDEWALK
IIIIIIII
I I I I I I I I I I I I I I I I I I I I I I I I I I I I
I I I I I I I I I I I I
I I I I I I
I I I I I I I
GOVERNMENT
DISPOSAL WITH LANDSCAPE ARCHITECT AND
REQUIRED. COOR. REMOVAL, REPLANTING, OR
REMOVE EXISTING LANDSCAPE PLANTINGS AS
AND GOVERNMENT
COOR. WITH UCOR/DOE
ABANDON VALVE IN PLACE
BOX AND COVER AND
REMOVE EXISTING VALVE
OTHERS. REF. DEMOLITION NOTES 7 AND 8
EXISTING PIER PREVIOUSLY REMOVED BY
LANDSCAPE ARCHITECT AND GOVERNMENT
COOR. REMOVAL, REPLANTING, OR DISPOSAL WITH
REMOVE EXISTING LANDSCAPE PLANTINGS AS REQUIRED.
LANDSCAPE PLANS PRIOR TO DEMOLITION
INSTALL TREE PROTECTION FENCING PER
(TYP OF 6)
REMOVE EXISTING BOLLARDS
(TYP OF 3)
REMOVE EXISTING BOLLARDS
I I I
I I
VEHICLE CHARGER INSTALLATION
AS REQUIRED FOR ELECTRIC
SIDEWALK TO NEAREST JOINT
SAWCUT AND REMOVE EXISTING
I I I I I I
I I I I I I
I I I I I I
I I
IIIIIIII
PHASE I
PHASE II
PHASE I
PHASE II
REF. SITE ELECTRIC PLAN
UNDERGROUND ELECTRIC AND COMMUNICATIONS INSTALLATION
SAWCUT AND REMOVE EXISTING PAVEMENT AS REQUIRED FOR
PHASE II
PHASE II
I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I
II
I I I I I I I I I I I I I I I I I I I I I I I
I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I
IIIIIIIIIIIIIII
I I I I
IIII
II
II
I I I I I I I I I I I I I I I I I I I I I I I I I I
II
REF. DEMOLITION NOTE 10
ABANDONED IN PLACE
DEMOLISHED AND
VAULT TO BE PARTIALLY
UNDERGROUND ELECTRIC
EXISTING DE-ENERGIZED
IIIIIIIII
II
I
II
II
II
K-25 GRID NORTH
30 60
SCALE: 1" = 30'
LEGEND:
PROPERTY LINE
EXISTING STRUCTURE TO BE REMOVED
IIIIIIIIII
EXISTING GRAVEL SECTION TO BE REMOVED
AS REQUIRED FOR CONSTRUCTION
EXISTING ITEM TO BE ABANDONED IN PLACE/REMOVED
TYPICALTYP
DEMOLITION NOTES:
1.
2.
3.
4.
5.
6.
7.
S&ME GEOTECHNICAL REPORT PRIOR TO DEMOLITION WORK.
CONSTRUCTION CONTRACTOR TO REFERENCE THE 2015
GOVERNMENT OR UCOR/DOE.
WITH MINIMUM 200 PSI FLOWABLE FILL. COORDINATE WITH
(1-FT BELOW ELEVATOR SUMP GRADE). FILL REMAINING VAULT
INTERNAL EQUIPMENT, AND WALLS TO MAX. ELEVATION 787 FT
CONSTRUCTION CONTRACTOR TO REMOVE VAULT COVER,
END OF CUT AND CAPPED UTILITIES TO GOVERNMENT.
OR UCOR/DOE. SUBMIT COORDINATES AND ELEVATIONS OF EACH
COORDINATE ABANDONMENT AND REMOVALS WITH GOVERNMENT
PROCEDURE FOR ENSURING EACH LINE IS COMPLETELY FILLED.
BE SUBMITTED IDENTIFYING UTILITY ACCESS POINTS AND A
200 PSI FLOWABLE FILL. FOR ABANDONMENT, A PLAN SHALL
DISCONNECTED, CAPPED/PLUGGED, AND FILLED WITH MINIMUM
OR ABANDON IN PLACE. ABANDONED UTILITIES SHALL BE CUT/
CONSTRUCTION CONTRACTOR TO REMOVE EXISTING UTILITIES
IS APPROXIMATELY 6 FEET BELOW EXISTING GRADE.
DEPTH FOR THE EXISTING PIER LOCATED WITHIN GRID D-4
APPROXIMATELY 4 FEET BELOW EXISTING GRADE. EXCAVATION
BE REMOVED BY OTHERS. EXISTING DEEP PIER REMOVAL IS
EXISTING SHALLOW FOUNDATIONS (HATCHED AREAS) ARE TO
BY THE UCOR/DOE GEOTECHNICAL ENGINEER.
PER THE PROJECT SPECIFICATIONS AND REVIEWED AND APPROVED
CONTRACTOR. REPLACEMENT MATERIAL SHALL BE INSTALLED
SHALL BE REMOVED AND REPLACED BY THE CONSTRUCTION
FILL MATERIAL PLACED AT THE CONCRETE REMOVAL LOCATIONS
LIFE OF THE PROJECT.
PUBLIC SHALL BE PROVIDED AND MAINTAINED THROUGHOUT THE
CONTROL METHODS FOR THE PROTECTION AND SAFETY OF THE
NECESSARY BARRICADES, LIGHTS, SIGNS, AND OTHER TRAFFIC
ADDITIONAL COST.
EQUAL TO OR BETTER THAN THE EXISTING CONDITION AT NO
BE REPAIRED BY THE CONSTRUCTION CONTRACTOR TO A CONDITION
ANY STRUCTURES THAT ARE TO REMAIN THAT ARE DAMAGED SHALL
PROTECTED FROM DAMAGE DURING ALL PHASES OF CONSTRUCTION.
ALL STRUCTURES NOT LABELED FOR DEMOLITION SHALL BE
OF ALL UTILITIES IN COMPLIANCE WITH THE UTILITY COMPANIES.
READY FOR REMOVAL AND SHALL COORDINATE THE DISCONNECTION
AUTHORITIES WHEN WATER, GAS, AND ELECTRIC METERS ARE
SHALL NOTIFY THE RESPECTIVE UTILITY COMPANIES AND/OR
CONSTRUCTION CONTRACTOR. THE CONSTRUCTION CONTRACTOR
UTILITY COMPANY SHALL BECOME THE PROPERTY OF THE
ALL MATERIAL EXCEPT THAT BELONGING TO A PUBLIC OR PRIVATE
TO REMAIN.
PAVEMENT WHERE DEMOLITION BORDERS EXISTING PAVEMENT
PAVEMENT SHALL BE REMOVED TO SUBGRADE. SAW CUT
BETTER THAN THE EXISTING CONDITION.
DISTURBED SHALL BE RETURNED TO A CONDITION EQUAL TO OR
FROM DAMAGE DURING DEMOLITION WORK. ANY OFF-SITE AREAS
CONSTRUCTION CONTRACTOR SHALL PROTECT ALL ADJACENT LANDS
BY THE CONSTRUCTION CONTRACTOR PRIOR TO BEGINNING WORK.
ALL NECESSARY PERMITS FOR DEMOLITION SHALL BE OBTAINED
TO THE GOVERNMENT OR UCOR/DOE REPRESENTATIVE IMMEDIATELY.
DISCREPANCIES BETWEEN THE PLANS AND ACTUAL CONDITIONS
VERIFY ALL CONDITIONS IN THE FIELD AND REPORT
IT IS THE CONSTRUCTION CONTRACTOR'S RESPONSIBILITY TO
EXISTING CONCRETE/PIER REMOVAL AREA
8.
TO BE REMOVED
EXISTING ASPALT/CONCRETE PAVEMENT SECTION
C1E-700NHP-H743
9.
PHASE LINE
PHASE I & PHASE II
DEMOLITION PLAN08/02/2022 CLARIFICATION OF ABANDONMENT/REMOVALS AC AG AC AG SB GS
10/06/2022
10.
IIII
CONSTRUCTION
PLUGGED, FILLED, AND ABANDONED AS REQUIRED FOR
EXISTING ITEM TO BE CUT, REMOVED, AND CAPPED OR
11.
10/06/2022
PRODUCE A CLEAN DRAWING SET FOR USACE TO START PROCUREMENT
REVISED CFC - REVISION CLOUDS AND TRIANGLES REMOVED TO
AC AG AC AG SB GS
10IN
POST
12IN
FP
SQ
30IN
SN
POST
SQ
SN
MON
SN
FF. EL. 787.93
IRO
IRO
CHILLER
TRANS.
S Y
S T
E M
F
IR
E
TANK
DIESEL
TRANS.
AC
PAVEMENT CUT
GATE
GATE
GRAVEL
CIRCLE
1' CONCRETE
CIRCLE
1' CONCRETE
CIRCLE
1' CONCRETE
K-1652
CONCRETE
STOP SN
CONCRETE12" BRICK WALL
GRAVEL
GRAVEL
2ND FLOOR 801.83
1ST FLOOR 788.50
T
CP-6
NAIL
PK
CP-4
PK
CP-3
CP-2
PK
CP-1
NAIL
CP-5
PK
D.B. 1365, PG. 36
HERITAGE CENTER, LLC
ED-8E
PROPERTY LINE
CITY OF OAK RIDGE
O H
OH
OH OH
OH
ENRICHMENT ST.(7TH ST.)
(A V
E
"J
M E
R
IT
U S
A V
E
PP
K-1028-72
PORTAL #11
PP
PP
OH
O H
OH
-26500
-26500
-26500
-26500 -26500
-26500
-26700
-26900
-26900
-26900
-26900
-26900
-26900
-26700
-26700
-26700
-26700
-26700
-26300
-26300
-26300
-26300
-26300
-26100
-26100
-26100
-26100
SIDEWALK
K-25 HISTORY CENTER
FFE 801.83
K-25 FOOTPRINT
K-25 FOOTPRINT
PCB AREA 1
REMEDIATED
PCB AREA 2
REMEDIATED
U-234 AREA 1
REMEDIATED
AREA 2
U-234
REMEDIATED
REMEDIATED Tc-99 AREA
T c
E A
Z2-23
Z2-22
K-1650
G A
T E
GATE
GATE
G A
T E
G A
T E
(TYP 7)
BOLLARD
(TYP 2)
BOLLARD
G A
T E
GATE
LANDSCAPE PLANTER
LANDSCAPE PLANTER
ASPHALT PAVEMENT
CONCRETE
ASPHALT
CONCRETE
GRAVEL
GRAVEL
GRAVEL
A S
P H
A L
T P
A V
E M
E N
T
CONCRETE
A S
P H
A L
T
PK NAIL
CP-4N
TC-794.27
MANHOLE
LANDSCAPE PLANTER
PK NAIL
CP-3N
BOLLARD
CONCRETE
BOLLARD
HOLE
SMALL
TC-794.78
MANHOLE
TC-794.81
MANHOLE
ASPHALT
TC-779.62
MANHOLE
(TYP 63)
BOLLARD
O H E
O H
E
KNOXVILLE, TN 37932
10330 HARDIN VALLEY ROAD
SUITE 201
OFFICE: 865.690.6419
www.fulghummacindoe.com
CIVIL ENGINEER:
FMA PROJECT: 414.011
UCOR
PROJECT NAME:
SITE CLASS
TYPE REV
RPE
04/26/2022
DRAWING REVISIONS
SCALE:LE DRAWING NUMBER
BUILDING
ELECTRONIC SIGNATURES
PROFESSIONAL SEAL
TITLE:
CAD FILENAME
CD
U
ORG/
ENGR
ENGR
CHK
PROJ
ENGR
KAREA ETTP
PROJECT RECORD NUMBER:
ESF/DWG/X
AS SHOWN
CONFIGURATION MANAGEMENT LEVEL
DE-SC-0004645
an AECOM-led partnership with Jacobs
MANAGED FOR THE DEPARTMENT OF ENERGY
UNDER CONTRACT NUMBER DE-SC-0004645
OAK RIDGE TN 37830
OAK RIDGE RESERVATION
REV. DATE DESCRIPTION
ARCHITECTSSMEE + BUSBY
Knoxville, TN 37902
DRW
BY
19008
SITE IMPROVEMENT K-25
SB GS
QA
03/31/20220 AC AG AC AGCFC SUBMITTAL
1 04/26/2022 PHASING REVISION AC AG AC AG SB GS
VPB SITE CONSTRUCTION
APPROXIMATE LIMITS OF
VPB SITE CONSTRUCTION
APPROXIMATE LIMITS OF
TYP.
ASPHALT PAVEMENT, 5
'R
E -870.56
N -26,525.59
BEGIN EAST ACCESS DRIVE
STA. 0+00
R
C
E -933.75
N -26,210.73
END EAST ACCESS DRIVE
STA. 3+67.00
BUILDING
VIEWING PLATFORM
TYP
CONCRETE SIDEWALK,BAR
PAINTED STOP
TYP
ASPHALT PAVEMENT,
TYP.
ASPHALT PATH,
BOLLARD
REF. SHEET H751
LOOP ROAD ENTRANCE
8'
REF. LANDSCAPE ARCH. PLANS
LANDSCAPE SIDEWALK, TYP.
REF. LANDSCAPE ARCH. PLANS
LANDSCAPE SIDEWALK, TYP.
REF. LANDSCAPE ARCH. PLANS
LANDSCAPE SIDEWALK, TYP.
E -1,076.24
N -26,416.97
E -1,035.31
N -26,416.97
E -1,099.61
N -26,516.54 E -1,011.94
N -26,516.54
'R
'R
24'
'R
12' 12'
PAVEMENT
CONCRETE
11.33'
E -1,209.81
N -26,708.37
BEGIN WEST ACCESS DRIVE
STA. 0+00
E -1,164.57
N -26,233.89
END WEST ACCESS DRIVE
STA. 4+88.00
C
C
OVERLAY, TYP
1-1/2" ASPHALT
OVERLAY, TYP.
1-1/2" ASPHALT
12'
REF. SHEET H751
LOOP ROAD FROM AVENUE "M"
POLE LOCATION
PROPOSED FLAG
POLE LOCATION
PROPOSED FLAG
POLE LOCATION
PROPOSED FLAG
(30"x30")
(R5-1)
DO NOT ENTER
(30"x30")
(W11-2)
PEDESTRIAN CROSSING
(30"x30")
(W11-2)
CROSSING
PEDESTRIAN
TYP
BOLLARDS
(30"x30")
(R5-1)
DO NOT ENTER
H744 H749
H748 H744
H748 H744
H748 H744
H748 H744
H744 H748
H749 H744
12' BAR GATE 21
H749 H744
H749 H744
14' BAR GATE
H749 H744
CHARGING STATIONS
ELECTRIC VEHICLE
YELLOW LINE
DOUBLE SOLID
WHITE LINE, TYP
4" SINGLE SOLID
YELLOW LINE
DOUBLE SOLID
12' BAR GATE 21
H749 H744
PHASE I
PHASE II
PHASE I
PHASE II
PHASE II
PHASE II
K-25 GRID NORTH
30 60
SCALE: 1" = 30'
LEGEND:
PHASE LINE
TYPICALTYP
NOTES:
1.
2.
3.
4.
5.
6.
7.
8.
OAK RIDGE, TN 37830
FEDERAL BUILDING
C/O DEPARTMENT OF ENERGY
U.S. ATOMIC ENERGY COMMISSION
CONCRETE PAVEMENT
POINT NUMBER
-26749.54
-26504.64
-26502.94
-26499.22
-26755.84
-26808.30 -835.07
-1115.59
-1154.73
-945.88
-564.50
-599.27
ASPHALT PATH PAVEMENT
CONTROL POINT COORDINATES
NORTHING EASTING
APPROXIMATE LIMITS OF VIEWING PLATFORM SITE CONSTRUCTION
HORIZONTAL CURVE DATA TABLE
NORTHING
P.I. COORDINATES
EASTING
TANGENTRADIUS LENGTH
NO.
CURVE
ANGLE
DELTA
-26,525.78 -935.05C1 29.00' 29.10' 45.66'
DIMENSIONS.
REFER TO ARCHITECTURAL PLANS FOR ACTUAL BUILDING
PROVIDE A SOLID BASE FOR THE CONCRETE CURB.
BEEN SPECIFIED (REFER TO THE CURB DETAIL) IN ORDER TO
UNDERNEATH LANDSCAPE AREAS UP TO THE LIMITS THAT HAVE
REMOVE OVER-PAVEMENT OF ASPHALT AND STONE FROM
OWNER:
AND RESEARCH.
ZONING FOR THE SITE IS FIR, FEDERAL INDUSTRY
029.AS SHOWN IN ROANE COUNTY CLT MAP
PROPERTY CONCERNED REFLECTS PARCEL 010.00
"MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES."
CONFORM TO THE FEDERAL HIGHWAY ADMINISTRATIONS
TRAFFIC CONTROL DEVICES AND PAVEMENT MARKING SHALL
SPECIFICATIONS.
AND CONSTRUCTION REQUIREMENTS OF TDOT STANDARD
CURB AND PAVEMENT SHALL MEET THE MATERIALS, EQUIPMENT,
COMPRESSIVE STRENGTH OF 4000 PSI AT 28 DAYS. CONCRETE
CONCRETE CURB AND PAVEMENT SHALL HAVE A MINIMUM
TRANSPORTATION (TDOT) STANDARD SPECIFICATIONS.
DRAWINGS, AND THE TENNESSEE DEPARTMENT OF
CONSTRUCTION, AND TESTING REQUIREMENTS OF THESE
COURSES SHALL MEET THE MATERIALS, EQUIPMENT,
THE MINERAL AGGREGATE BASE AND ASPHALTIC SURFACE
PAVEMENT OR OUTSIDE FACE OF BUILDING.
THE FENCE LINE, PROPERTY LINE, FACE OF CURB, EDGE OF
UNLESS NOTED OTHERWISE, DIMENSIONS ARE TAKEN FROM
DECEMBER 8, 2021.
SURVEY PROVIDED BY BARGE DESIGN SOLUTIONS, DATED
THE TOPOGRAPHIC & BOUNDARY DATA WAS TAKEN FROM
PHASE I & PHASE II
SITE LAYOUT PLAN
EXPOSURE UNIT AREA BOUNDARY
REMEDIATION AREA BOUNDARY
ASPHALT OVERLAY
-26,670.25 -1,209.81C2 32.00' 13.25' 25.13'
-26,625.00 -1,164.57C3 32.00' 13.25' 25.13'
ASPHALT PAVEMENT
C1E-700NHP-H744
4N -26507.35 -447.58
3N -26502.16 -1118.18
PROPERTY LINE
MW2
Oval
MW2
Typewritten Text Wayside 1 was relocated.
Not in Phase I scope.
MW2
Line
K-25 GRID NORTH
30 60
SCALE: 1" = 30'
LEGEND:
PROPERTY LINE
TYPICALTYP
INLET SEDIMENT CONTROL
SILT FENCE
EROSION CONTROL WATTLEECW
1.
2.
3.
DEWATERING NOTES:
1.
MAINTENANCE AND INSPECTION PROCEDURES
2.
3.
EROSION CONTROL NOTES:
1.
4.
5.
6.
8.
1.
2.
3.
7.
9.
11.
12.
13.
14.
15.
16.
17.
18.
19.
20.
21.
OR OTHER POLLUTANTS INTO THE STORMWATER SYSTEM OR OFF-SITE.
SHALL BE EMPLOYED TO PREVENT THE DISCHARGE OF SEDIMENT
AVENUE "M" ARE NO LONGER FUNCTIONING. ALL NECESSARY MEASURES
DURING LAND DISTURBING ACTIVITIES. THE STORM INLETS ALONG
INLETS ALONG AVENUE "J" SHALL BE PROTECTED AS REQUIRED
FOR LOOP ROAD AND WAYSIDE EXHIBIT CONSTRUCTION, ALL STORM
SWPPP FOR BMPs.
REQUIREMENTS OF THE PROJECT SWPPP. REFERENCE THE PROJECT
EXCAVATED MATERIALS. MANAGE TOPSOIL STOCKPILE PER THE
STRIP TOPSOIL FULL DEPTH (6-IN. MIN.) AND TEMPORARILY STOCKPILE
IS RESUMED.
EFFECTIVE CONTROLS SHALL BE IMPLEMENTED BEFORE THE ACTIVITY
BE INEFFECTIVE, THE DEWATERING ACTIVITY SHALL BE HALTED AND
CONTROLS ASSOCIATED WITH DEWATERING ACTIVITIES ARE FOUND TO
SEDIMENT IS BEING ADEQUATELY CONTROLLED. IF SEDIMENTATION
RECEIVING STREAMS) SHALL BE INSPECTED TO VERIFY THAT
DISCHARGED FROM THOSE ACTIVITIES (BOTH STORM DRAINS AND
DURING DEWATERING ACTIVITIES, LOCATIONS WHERE WATER IS
PREVENTING DISCHARGE OF SEDIMENT TO THE RECEIVING STREAM.
RECEIVING STREAM TO ENSURE THAT E&SCS ARE EFFECTIVELY
LOCATIONS WHERE STORM WATER RUNOFF IS DISCHARGED TO A
ROUTINE INSPECTIONS OF E&SCS SHALL INCLUDE OBSERVATIONS OF
ANY RAIN EVENT AND BEFORE THE END OF THE WORK SHIFT.
ACCOMPLISH WORK ACTIVITIES, BUT MUST BE REINSTALLED BEFORE
E&SCS MAY BE TEMPORARILY REMOVED IF NECESSARY TO
SITE BY STORM WATER RUNOFF.
SUCH A WAY THAT THEY SHALL NOT BE TRANSPORTED FROM THE
DEBRIS, WASTEWATER, AND OTHER SUBSTANCES ON THE SITE IN
THE CONSTRUCTION CONTRACTOR SHALL CONTROL WASTES, GARBAGE,
THE GOVERNMENT.
TO THE LIKELY POINT OF ORIGIN OR OTHER AREA APPROVED BY
FLUSHING THE AREA WITH WATER. SEDIMENT SHALL BE RETURNED
BULK CLEARING OF ACCUMULATED SEDIMENT SHALL NOT INCLUDE
ROADWAYS SHALL BE KEPT CLEARED OF ACCUMULATED SEDIMENT.
MINIMIZED.
WORK AND DISTURBANCE WITHIN RIPARIAN ZONES SHALL BE
PROJECT SITE.
SEDIMENT SHALL BE PREVENTED FROM DISCHARGING FROM THE
TO PREVENT EROSION, WITH STABILIZATION APPROVED BY THE GOVERNMENT.
DISPOSED OF ON-SITE PER GOVERNMENT REQUIREMENTS OR STABILIZED
COLLECTED IN E&SCS SHALL EITHER BE REMOVED AND PROPERLY
STABILIZATION, AND PROPER DISPOSAL OF E&SCS OFF-SITE. SEDIMENT
RESPONSIBLE FOR REMOVAL OF E&SCS, WITHOUT DAMAGING FINAL
BY THE GOVERNMENT, IS COMPLETE. CONSTRUCTION CONTRACTOR IS
E&SCS SHALL BE MAINTAINED UNTIL FINAL STABILIZATION, AS APPROVED
AND SEDIMENT CONTROL HANDBOOK AND PROJECT SWPPP.
E&SCS SHALL BE MAINTAINED IN ACCORDANCE WITH TDEC'S EROSION
OCCURS FIRST.
CALENDAR DAYS OR PRIOR TO THE NEXT RAIN EVENT, WHICHEVER
DAMAGED OR INEFFECTIVE SHALL BE REPAIRED OR MODIFIED WITHIN 7
COMPLETED AS PER THE SWPPP. E&SCS THAT ARE NOTED TO BE
SWPPP FOR INSPECTION REQUIREMENTS. INSPECTION FORMS SHALL BE
HOURS APART IN ACCORDANCE WITH THE TDEC CGP. REFERENCE THE
E&SCS SHALL BE INSPECTED AT LEAST TWICE PER WEEK, AT LEAST 72
PERSONNEL.
INSPECTIONS OF E&SCS SHALL BE COMPLETED BY TDEC QUALIFIED
AND CONSERVATION (TDEC) CONSTRUCTION GENERAL PERMIT (CGP). ALL
OF QUALIFIED PERSONNEL PER TENNESSEE DEPARTMENT OF ENVIRONMENT
E&SCS SHALL BE INSTALLED AND MAINTAINED UNDER THE SUPERVISION
REFER TO THE SWPPP FOR ADDITIONAL E&SC REQUIREMENTS.
FIELD MODIFICATION AS DIRECTED BY THE GOVERNMENT.
INSTALLED AND MAINTAINED PER THE SWPPP AND ARE SUBJECT TO
E&SCS SHALL BE STRICTLY ENFORCED. ALL E&SCS SHALL BE
STORM WATER RUN-ON FROM ADJACENT PROPERTIES.
GOVERNMENT/UCOR/DOE. E&SCS MAY ALSO INCLUDE CONTROL OF
DEPENDING ON AREAS OF DISTURBANCE, UPON APPROVAL BY THE
DESIGNED TO PROTECT. E&SCS MAY BE INSTALLED INCREMENTALLY,
PRIOR TO INITIATION OF THE ACTIVITIES THAT THE CONTROL IS
EACH EROSION AND SEDIMENT CONTROL (E&SC) SHALL BE INSTALLED 10.
EROSION.
NON-CONSTRUCTION AREAS WHICH SHOW SIGNS OF EXCESSIVE
THE DISTURBED AREA. APPLY PERMANENT SEEDING TO ALL
COMPLETED AND ALL CONSTRUCTION OPERATIONS WILL NOT IMPACT
APPLY PERMANENT SEEDING WHENEVER GRADING OPERATIONS ARE
THE SWPPP.
COMPLY WITH REQUIREMENTS IN SECTION 32 92 19-SEEDING AND
SEEDING AND MULCHING (BOTH TEMPORARY AND PERMANENT) SHALL
THE GOVERNMENT/UCOR/DOE.
EXCAVATION UNLESS AN ALTERNATIVE ARRANGEMENT IS APPROVED BY
EQUIPMENT AND STOCKPILES SHALL BE ON THE UPHILL SIDE OF THE
AND BACKFILL THAT IS COMPLETED ON THE SAME DAY. EXCAVATION
(BMP). SILT FENCE MAY NOT BE REQUIRED FOR TRENCH EXCAVATION
REFERENCE THE PROJECT SWPPP FOR BEST MANAGEMENT PRACTICES
DISTURBED AREA THAT SHALL REMAIN FOR MORE THAN ONE DAY.
CONTROL ON DOWNHILL/DOWNGRADIENT SIDE OF ANY STOCKPILE OR
CONSTRUCTION CONTRACTOR SHALL INSTALL APPROPRIATE SEDIMENTATION
MATTING.
OR OTHER AREAS AT LOCATIONS SHOWN ON PLANS WITH EXCELSIOR
COVER SEEDED SLOPES WHERE GRADE IS GREATER THAN 35 DEGREES
MEET GOVERNMENT'S APPROVAL.
PERFORMED TO ENSURE THAT STABILIZED AREAS CONTINUOUSLY
CONSTRUCTION ACTIVITIES ARE OCCURRING. MAINTENANCE SHALL BE
BEING USED FOR STORAGE, STOCKPILES, OR WHERE ACTIVE
THIS DOES NOT APPLY TO THOSE AREAS WHICH ARE CURRENTLY
GRADED AREAS.
FOURTEEN (14) CALENDAR DAYS FOR ALL OTHER DISTURBED OR B.
GREATER THAN 35 DEGREES, AND,
DIKES, SWALES, DITCHES, PERIMETER SLOPES, AND ALL SLOPES
A. SEVEN (7) CALENDAR DAYS FOR ALL PERIMETER CONTROLS,
WITHIN:
TEMPORARY OR PERMANENT STABILIZATION SHALL BE COMPLETED
THE PROJECT SITE PERMANENTLY OR TEMPORARILY CEASES,
FOLLOWING INITIAL SOIL DISTURBANCE, IF WORK ON A PORTION OF
EXISTING VEGETATION SHALL BE PROTECTED AS MUCH AS FEASIBLE.
CONSTRUCTION GENERAL PERMIT.
RESPONSIBILITIES SHALL BE QUALIFIED PER THE TDEC
PERSONNEL SELECTED FOR INSPECTION AND MAINTENANCE
INSPECTION INFORMATION.
REFER TO THE SWPPP FOR ADDITIONAL REQUIREMENTS AND
OF THE PROJECT.
POLLUTION PREVENTION CONTROLS THROUGHOUT THE LIFE
INSTALLATION AND MAINTENANCE OF SITE CONSTRUCTION
THE CONSTRUCTION CONTRACTOR IS RESPONSIBLE FOR THE
PUMPING TO A GRASSY AREA FOR INFILTRATION INTO THE SOIL.
APPROVAL FROM THE GOVERNMENT'S REPRESENTATIVE PRIOR TO
ALL WATER TO BE REMOVED FROM TRENCHES SHALL RECEIVE
TRENCHES DURING DEWATERING PROCESS.
CONSTRUCTION CONTRACTOR TO MONITOR SETTLEMENT OF
ALLOW INSTALLATION OF PROPOSED PIPES IN DRY CONDITIONS.
CONSTRUCTION CONTRACTOR TO PROVIDE DEWATERING SYSTEMS TO
SITE CONSTRUCTION
APPROXIMATE LIMITS OF VPB
C1E-700NHP-H745
PHASE LINE
PHASE I & PHASE II
CONTROL PLAN - STAGE 1
EROSION PREVENTION AND SEDIMENT 10/06/2022
PRODUCE A CLEAN DRAWING SET FOR USACE TO START PROCUREMENT
REVISED CFC - REVISION CLOUDS AND TRIANGLES REMOVED TO
2 AC AG AC AG SB GS
10/06/2022
10IN
POST
12IN
FP
SQ
30IN
SN
POST
SQ
SN
MON
SN
FF. EL. 787.93
IRO
IRO
CHILLER
TRANS.
S Y
S T
E M
F
IR
E
TANK
DIESEL
TRANS.
AC
PAVEMENT CUT
GATE
GATE
GRAVEL
K-1652
A B
A N
CONCRETE
STOP SN
CONCRETE12" BRICK WALL
GRAVEL
GRAVEL
2ND FLOOR 801.83
1ST FLOOR 788.50
T
CP-6
NAIL
PK
CP-4
PK
CP-3
CP-2
PK
CP-1
NAIL
CP-5
PK
D.B. 1365, PG. 36
HERITAGE CENTER, LLC
ED-8E
PROPERTY LINE
CITY OF OAK RIDGE
GRAVEL
ASPHALT
PTP-UGT
GATE GATE
UGE
UGE
UGE
U G
E
UGE
U G E
U G
E
UGE
UGE
UGE
UGE
UGE
O H
OH
UGTUGT UGT UGT UGT UGT UGT UGT UGT UGT
U G
T
UGT
UGT
UGT
U G T
F O
C F
O C
F O
C F
O C
UGT UGT
OH
UGE UGE
U G
E U
G E
U G
E
UGEUGE
OH
U G
E U
G E
U G
E U
G E
UGE UGE
UGE
UGE
SN
SN
SN
SN
U G
E U
G E
U G
E U
G E
OH
ENRICHMENT ST.(7TH ST.)
(A V
E
"J
M E
R
IT
U S
A V
E
K O
P O
T
IC
W A
Y (A
V E
"K
K -2
A
V E
A
V E
"L
ABANDONED/FILLED
PMH K-1066-C
FH
RAD. BOUNDARY
L8H
FH
L8
PP
K-1028-72
PORTAL #11
PP
PP
OH
O H
OH
SIDEWALK
W
2"
W
K-25 HISTORY CENTER
SD
SD
S D
RD
R D
R D
SD
FFE 801.83
2"
U G
E
UGE
UGE
UGEUGE
U G
E
UGE UGE UGE UGE
UGE
U G
E
K-25 FOOTPRINT
K-25 FOOTPRINT
ASPHALT
K-601 SLAB
FORMER
PCB AREA 1
REMEDIATED
PCB AREA 2
REMEDIATED
U-234 AREA 1
REMEDIATED
AREA 2
U-234
REMEDIATED
REMEDIATED Tc-99 AREA
Z2-23
Z2-22
R
C P
K-1650
SS
A
B A
N
SS 8" SS
8"
S S
S S
S S
SS
FORMER FOOTPRINT
G A
T E
G A
T E
GATE
GATE
G A
T E
G A
T E
(TYP 7)
BOLLARD
(TYP 2)
BOLLARD
G A
T E
U G
T U
G T
U G
T U
G T
U G
T
G A
T E
GATE
LANDSCAPE PLANTER
LANDSCAPE PLANTER
ASPHALT PARKING
ASPHALT PAVEMENT
CONCRETE
ASPHALT
CONCRETE
GRAVEL
GRAVEL
GRAVEL
A S
P H
A L
T P
A V
E M
E N
T
CONCRETE
S D
R
C P
S D
R
C P
S D
SD
R
C P
S D
R
C P
S D
A S
P H
A L
T
PK NAIL
CP-4N
BOLLARDS
BOLLARDS
LANDSCAPE PLANTER
BOLLARDS
PK NAIL
CP-3N
ASPHALT
O H E
O H
E
EXCAVATION WALL
KNOXVILLE, TN 37932
10330 HARDIN VALLEY ROAD
SUITE 201
OFFICE: 865.690.6419
www.fulghummacindoe.com
CIVIL ENGINEER:
FMA PROJECT: 414.011
UCOR
PROJECT NAME:
SITE CLASS
TYPE REV
RPE
DRAWING REVISIONS
SCALE:LE DRAWING NUMBER
BUILDING
ELECTRONIC SIGNATURES
PROFESSIONAL SEAL
TITLE:
CAD FILENAME
CD
U
ORG/
ENGR
ENGR
CHK
PROJ
ENGR
KAREA ETTP
PROJECT RECORD NUMBER:
ESF/DWG/X
AS SHOWN
CONFIGURATION MANAGEMENT LEVEL
DE-SC-0004645
an AECOM-led partnership with Jacobs
MANAGED FOR THE DEPARTMENT OF ENERGY
UNDER CONTRACT NUMBER DE-SC-0004645
OAK RIDGE TN 37830
OAK RIDGE RESERVATION
ARCHITECTSSMEE + BUSBY
Knoxville, TN 37902
DRW
BY
19008
SITE IMPROVEMENT K-25
SB GS
QA
03/31/2022 AC AG AC AGCFC SUBMITTAL
04/26/2022 PHASING REVISION AC AG AC AG SB GS
DATEREV.
DESCRIPTION
EC
W
TYP
SILT FENCE,
TYP
INLET PROTECTION,
WATTLE, TYP
EROSION CONTROL
(9/H748)
CONSTRUCTION ENTRANCE,
EC
W
VPB SITE CONSTRUCTION
APPROXIMATE LIMITS OF
E C
W E
C W
NOTE 21
SEE EROSION CONTROL
LOOP ROAD AVENUE "J"
NOTE 21
SEE EROSION CONTROL
LOOP ROAD FROM AVENUE "M"
NOTICE OF COVERAGE
POST SWPPP AND
E C
W
H745 H748
H748 H745
H745 H748
H745 H748
PHASE I
PHASE II
PHASE I
PHASE II
PHASE II
PHASE II
VPB SITE CONSTRUCTION
APPROXIMATE LIMITS OF
K-25 GRID NORTH
30 60
SCALE: 1" = 30'
LEGEND:
PROPERTY LINE
TYPICALTYP
1.
EROSION CONTROL NOTES:
PROPOSED CONTOUR
EXISTING CONTOUR
795.50
PROPOSED SPOT ELEVATION
TO EXCAVATION.
FOLLOWED AND AUTHORIZATION ISSUED BY UCOR/DOE PRIOR
EXCAVATION PENETRATION PERMIT REQUIREMENTS TO BE
MANNER TO MINIMIZE TIME OF EXPOSURE TO WEATHER.
DISTURBED AREAS SHALL BE STABILIZED IN AN EXPEDIENT
DETERMINE STABILITY.
THAN 6-FT SHALL BE TESTED BY THE GOVERNMENT TO
SLOPES GREATER THAN 4:1 SLOPE AT A HEIGHT GREATER
0.10', PAVEMENTS 0.04', AND BUILDINGS 0.04'.
PLANS: SUBGRADE 0.1', UNPAVED AREAS 0.1', SIDEWALKS
TOLERANCES ABOVE OR BELOW THAT AS SHOWN ON THE
OF THE GRADING WORK TO WITHIN THE FOLLOWING
PROPOSED LINES, ELEVATIONS, SLOPES, AND CROSS-SECTIONS
VERIFY GRADES WHEREVER NECESSARY TO BRING THE
THE FINAL SURFACE IS ACHIEVED.
PROTECT AND MAINTAIN SUBGRADES UNTIL PLACEMENT OF
STABILIZATION MEASURES ARE IMPLEMENTED.
NO SLOPE SHALL EXCEED 3:1 UNLESS PROPER SLOPE
THE SITE FREE-DRAINING.
POND ON-SITE. PROVIDE NECESSARY MEASURES TO KEEP
DO NOT ALLOW WATER TO ACCUMULATE IN EXCAVATIONS OR
ELEVATIONS AS SHOWN ON THE DRAWINGS.
THE AREAS TO BE SEEDED AND TO THE FINISH GRADE
A 6 IN. (MIN.) LAYER OF TOPSOIL SHALL BE PLACED OVER
CONTENT.
WITHIN -1 TO +3 PERCENT OF THE OPTIMUM MOISTURE
DRY DENSITY. MAINTAIN THE MOISTURE CONTENT TO
UPPER 12 IN. BENEATH BUILDING SLABS TO 100% MAXIMUM
THE UPPER 24 IN. OF FILL BENEATH PAVEMENTS AND THE
LAYER TO AT LEAST 98% MAXIMUM DRY DENSITY. COMPACT
LIFTS NOT EXCEEDING 8 IN. THICKNESS. COMPACT EACH
FILL MATERIAL SHALL BE PLACED IN LOOSE, HORIZONTAL
CONSTRUCTION
APPROXIMATE LIMITS OF VPB SITE
GRADING NOTES:
UCOR/DOE.
SOILS AT A LOCATION APPROVED BY THE GOVERNMENT OR
PT, OH, AND OL. LEGALLY DISPOSE OF UNSATISFACTORY
WET OR TOO SOFT, EXPANSIVE SOILS AND SOILS CLASSIFIED
UNSATISFACTORY SOILS INCLUDE MATERIALS THAT ARE TOO
DRY DENSITY OF 90 PCF OR GREATER.
FILL SOILS SHALL HAVE A PI LESS THAN 30 & A MAXIMUM
LARGER THAN 4 IN. IN THE TOP 6 IN. OF AN EMBANKMENT.
OF STONE OR OTHER MATERIAL LARGER THAN 6 IN. AND
MATERIAL, AND TRASH. FILL MATERIAL SHALL ALSO BE FREE
FROM ROOTS AND OTHER ORGANIC MATERIAL, FROZEN
FILL MATERIAL SHALL BE SATISFACTORY MATERIAL FREE
ENGINEERED FILL. TDOT NO. 57, OR TDOT NO. 67 STONE.
FOLLOWED BY BACKFILLING THE UNDERCUT AREAS USING AN
CONDITIONS SHALL BE UNDERCUT TO A FIRM LEVEL OF SOIL
AREAS THAT EXHIBIT WEAK SOIL OR OTHERWISE UNSUITABLE
APPROVED BY THE GOVERNMENT.
USING AN ENGINEERED FILL OR STABILIZED BY A METHOD
THE PROOF ROLLING SHALL BE UNDERCUT AND BACKFILLED
A CRISS-CROSS PATTERN (4 PASSES MIN.) AREAS FAILING
WITH A FULLY LOADED TANDEM AXLE DUMP TRUCK USING
PROOF ROLL ALL AREAS TO RECEIVE FILL. PROOF ROLL
DOWN HILL SIDE OF THE STOCKPILE.
OTHER APPROPRIATE EROSION CONTROL STRUCTURES ON THE
STOCKPILE EXCAVATED MATERIALS. INSTALL SILT FENCE OR
STRIP TOPSOIL FULL DEPTH (6-IN. MIN.) AND TEMPORARILY
BELOW SUBGRADE.
SUBGRADE. ROCK SHALL BE SCARIFIED TO DEPTH OF 1 FT
SHALL BE REMOVED TO A DEPTH OF 2 FT BELOW THE
ALL TREES STUMPS, BOULDERS, AND OTHER OBSTRUCTIONS
BURNING SHALL NOT BE PERMITTED ON SITE.
A LOCATION APPROVED BY THE GOVERNMENT OR UCOR/DOE.
MATERIALS RESULTING FROM CLEARING AND GRUBBING AT
LIMITS OF EXCAVATION. COMPLETELY DISPOSE OF ALL
THE SITE SHALL BE CLEARED AND GRUBBED WITHIN THE
IMMEDIATELY.
PLANS AND ACTUAL CONDITIONS TO THE GOVERNMENT
IN THE FIELD AND REPORT DISCREPANCIES BETWEEN THE
CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL CONDITIONS
DATA PROVIDED BY UCOR/DOE. IT IS THE CONSTRUCTION
THE ACCURACY OF THE GRADES IS DEPENDENT ON THE
PROPOSED CONTOURS ARE SHOWN AT 1-FT. INTERVALS.
ON THESE DRAWINGS ARE FINISHED GRADE. EXISTING AND
UNLESS NOTED OTHERWISE, THE PROPOSED GRADES SHOWN1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
16.
17.
18.
19.
EXPOSURE UNIT AREA BOUNDARY
REMEDIATION AREA BOUNDARY
AND LEGEND.
SEE SHEET C1E-700NHP-H745 FOR EROSION CONTROL NOTES
C1E-700NHP-H746
POINT NUMBER
-26749.54
-26504.64
-26502.94
-26499.22
-26755.84
-26808.30 -835.07
-1115.59
-1154.73
-945.88
-564.50
-599.27
CONTROL POINT COORDINATES
NORTHING EASTING
4N -26507.35 -447.58
ELEVATION
794.91
779.73
784.81
783.02
795.11
795.16
792.25
794.793N -26502.16 -1118.18
PHASE LINE
PHASE I & PHASE II
AND SEDIMENT CONTROL PLAN - STAGE 2
SITE GRADING AND EROSION PREVENTION
2 08/02/2022 CLARIFICATION OF ABANDONMENT/REMOVALS AC AG AC AG SB GS
3 10/06/2022
PRODUCE A CLEAN DRAWING SET FOR USACE TO START PROCUREMENT
REVISED CFC - REVISION CLOUDS AND TRIANGLES REMOVED TO
AC AG AC AG SB GS
10/06/2022
10IN
POST
12IN
FP
SQ
30IN
SN
POST
SQ
SN
MON
SN
FF. EL. 787.93
IRO
IRO
CHILLER
TRANS.
S Y
S T
E M
F
IR
E
TANK
DIESEL
TRANS.
AC
PAVEMENT CUT
GATE
GATE
GRAVEL
K-1652
A B
A N
CONCRETE
STOP SN
CONCRETE12" BRICK WALL
GRAVEL
GRAVEL
2ND FLOOR 801.83
1ST FLOOR 788.50
T
CP-6
NAIL
PK
CP-4
PK
CP-3
CP-2
PK
CP-1
NAIL
CP-5
PK
UGE
UGE
UGE
U G
E
UGE
U G E
U G
E
UGE
UGE
UGE
UGE
UGE
O H
OH
UGTUGT UGT UGT UGT UGT UGT UGT UGT UGT
U G
T
UGT
UGT
UGT
U G T
F O
C F
O C
F O
C F
O C
UGT UGT
OH
UGE UGE
U G
E U
G E
UGE
OH
U G
E U
G E
U G
E U
G E
UGE UGE
UGE
UGE
U G
E U
G E
U G
E U
G E
OH
ENRICHMENT ST.(7TH ST.)
(A V
E
"J
M E
R
IT
U S
A V
E
RAD. BOUNDARY
PP
K-1028-72
PORTAL #11
PP
PP
OH
O H
OH
SIDEWALK
W
2"
W
K-25 HISTORY CENTER
SD
SD
S D
RD
R D
R D
SD
FFE 801.83
2"
K-25 FOOTPRINT
K-25 FOOTPRINT
K-601 SLAB
FORMER
PCB AREA 1
REMEDIATED
PCB AREA 2
REMEDIATED
U-234 AREA 1
REMEDIATED
AREA 2
U-234
REMEDIATED
REMEDIATED Tc-99 AREA
T c
E A
Z2-23
Z2-22
K-1650
SS
A
B A
N
SS 8" SS
8"
S S
S S
S S
SS
FORMER FOOTPRINT
G A
T E
GATE
GATE
G A
T E
G A
T E
(TYP 7)
BOLLARD
(TYP 2)
BOLLARD
U G
T U
G T
U G
T U
G T
U G
T
G A
T E
GATE
LANDSCAPE PLANTER
LANDSCAPE PLANTER
ASPHALT PAVEMENT
CONCRETE
ASPHALT
CONCRETE
GRAVEL
GRAVEL
GRAVEL
CONCRETE
S D
R
C P
S D
R
C P
S D
SD
R
C P
S D
R
C P
S D
A S
P H
A L
T
PK NAIL
CP-4N
LANDSCAPE PLANTER
PK NAIL
CP-3N
ASPHALT
O H E
O H
E
EXCAVATION WALL
KNOXVILLE, TN 37932
10330 HARDIN VALLEY ROAD
SUITE 201
OFFICE: 865.690.6419
www.fulghummacindoe.com
CIVIL ENGINEER:
FMA PROJECT: 414.011
UCOR
PROJECT NAME:
SITE CLASS
TYPE REV
RPE
DRAWING REVISIONS
SCALE:LE DRAWING NUMBER
BUILDING
ELECTRONIC SIGNATURES
PROFESSIONAL SEAL
TITLE:
CAD FILENAME
CD
U
ORG/
ENGR
ENGR
CHK
PROJ
ENGR
KAREA ETTP
PROJECT RECORD NUMBER:
ESF/DWG/X
AS SHOWN
CONFIGURATION MANAGEMENT LEVEL
DE-SC-0004645
an AECOM-led partnership with Jacobs
MANAGED FOR THE DEPARTMENT OF ENERGY
UNDER CONTRACT NUMBER DE-SC-0004645
OAK RIDGE TN 37830
OAK RIDGE RESERVATION
ARCHITECTSSMEE + BUSBY
Knoxville, TN 37902
DRW
BY
19008
SITE IMPROVEMENT K-25
SB GS
QA
03/31/2022 AC AG AC AGCFC SUBMITTAL
04/26/2022 PHASING REVISION AC AG AC AG SB GS
DATEREV.
DESCRIPTION
TYP
INLET PROTECTION,
TYP
SILT FENCE,
VPB SITE CONSTRUCTION
APPROXIMATE LIMITS OF
TYP
RIPRAP APRON,
AREA
CONCRETE WASHOUT
H748 H746
H746 H748
H749 H746
H749 H746
VPB SITE CONSTRUCTION
APPROXIMATE LIMITS OF
W6" 6" W
S D
SS
W2"
R D
SD
S D
SD
S D
R D
PIV
S D
SD S
D
U G E
U G C
UGC
UGC
UGC
UGE
U G
E
UGE
UGE
SD
SD
SS
S D
S D
S D
SD
SD
SD
GG
G
FDC
SD
S D
SD
794.8794.8
795.46
795.46
795.46
795.46
795.46
795.25 795.25
795.22
795.22
793.5
795.00
794.88
793.0
793.8
794.70
795.35
794.85794.85
794.5
794.80
794.70
794.78
794.80794.80
794.8
794.80
794.0
794.2
793.8
795.35
794.0
794.9
794.80
794.68794.68
794.3
794.2794.2
794.2
794.8
794.6
795.35
794.5 795.24
794.40
794.64 794.40
794.10
794.30
794.50
794.5
795.00
794.5
794.90
794.94
794.94
794.50
794.70
794.75 794.95
794.15
794.50
FOR CONTINUATION
REFERENCE SHEET H851
PHASE I
PHASE II
PHASE I
PHASE II
PHASE II
PHASE IIBUILDING
VIEWING PLATFORM
FFE 795.50
K-25 GRID NORTH
30 60
SCALE: 1" = 30'
LEGEND:
PROPERTY LINE
TYPICALTYP
ELEV. 794.91
E -1,154.73
N -26,499.22
CP-PK
BENCHMARK: CP-4
STORM PIPE NOTES:
1.
2.
3.
4.
5.
6.
7.
8.
SS
W
PROPOSED SANITARY SEWER
PROPOSED WATER LINE
SD PROPOSED STORM DRAIN
PROPOSED AREA DRAIN
PROPOSED WATER METER
PROPOSED SANITARY SEWER CLEANOUT
CO
9.
UTILITY NOTES:
10.
11.
12.
13.
14.
15.
16.
17.
18.
19.
1.
2.
3.
4.
5.
6.
7.
8.
9.
20.
21.
22.
23.
24.
25.
INSTALLATION AND INSPECTION.
REFERENCE SPECIFICATION #331100 AND #333100 FOR PIPING
EXCAVATION AND RESTORATION TO MAKE ANY UTILITY CONNECTIONS.
THE CONSTRUCTION CONTRACTOR SHALL PROVIDE ALL MATERIALS,
ALL UTILITY CONNECTIONS ARE TO BE PERFORMED BY THE UTILITIES.
SHALL BE SDR 26 PVC.
UNLESS OTHERWISE NOTED, ALL GRAVITY SANITARY SEWER LINES
SERVICE LINES, VALVES, AND WATER METERS.
DETERMINE ACTUAL FIELD LOCATION OF WATER SERVICE TAPS,
CONTRACTOR TO COORDINATE WITH THE UTILITY OWNER TO
LOCATION ONLY. PRIOR TO INSTALLATION, CONSTRUCTION
WATER SERVICES SHOWN ON THESE DRAWINGS ARE FOR GENERAL
AND PROPOSED UNDERGROUND LINES AND OBSTRUCTIONS.
INSTALL FITTINGS AS NEEDED TO AVOID CONFLICTS WITH EXISTING
UCOR/DOE APPROVED EQUAL.
SHALL BE RESTRAINED USING CONCRETE THRUST BLOCKING OR
ALL MECHANICAL JOINT FITTINGS FOR WATER LINES 4" OR GREATER
INSTALL SERVICE LATERALS ACROSS STREETS BEFORE PAVING STREETS.
AND APPROVED AND BEFORE ANY PAVEMENT IS INSTALLED.
UTILITIES SHALL BE INSTALLED AFTER GRADING IS COMPLETED
COMPLIANCE WITH THE PIPE MANUFACTURER'S RECOMMENDATIONS.
THE STONE BEDDING AND BACKFILL SHALL BE PLACED IN STRICT
DAYS PRIOR TO BACKFILL.
GOVERNMENT. CONTACT GOVERNMENT AT LEAST THREE (3) WORKING
ALL UNDERGROUND UTILITIES INSTALLATION WILL BE INSPECTED BY
EXCAVATIONS, LATEST REVISION.WITH OSHA 29 CFR 1926 SUBPART P,
TRENCH SHORING PROTECTION AND ENTRY SHALL BE IN ACCORDANCE
CONFORM WITH ALL APPLICABLE LOCAL, STATE, AND OSHA REGULATIONS.
THE RESPONSIBILITY OF THE CONSTRUCTION CONTRACTOR AND SHALL
TRENCH DESIGN AND SAFETY FOR PIPELINE CONSTRUCTION IS SOLELY
TO WORK OVER AND AROUND THE UTILITIES.
OF THIS PROJECT. FURNISH ANY SPECIAL EQUIPMENT REQUIRED
THE EXISTING UTILITIES FROM DAMAGE DURING THE CONSTRUCTION
PROVIDE ALL NECESSARY PROTECTIVE MEASURES TO SAFEGUARD
THE UTILITY COMPANIES INVOLVED.
DETERMINED IN THE FIELD BY POTHOLING AND BY CONTACTING
DRAWINGS ARE APPROXIMATE. THE EXACT LOCATIONS SHALL BE
THE LOCATIONS OF THE EXISTING UTILITIES SHOWN ON THESE
AND SANITARY SEWER MAINS.
TENNESSEE MUNICIPAL UTILITY LICENSE FOR CONSTRUCTION OF WATER
CONSTRUCTION CONTRACTOR MUST HAVE A VALID STATE OF
THE GOVERNMENT'S FIELD CONSTRUCTION REPRESENTATIVE.
HAND DIGGING OR SOME OTHER METHOD WHICH IS ACCEPTABLE TO
UTILITIES WHICH ARE TO REMAIN SHALL BE ACCOMPLISHED THROUGH
EXCAVATION WITHIN 2'-0" OF THE CENTERLINE OF ANY EXISTING
WORK.
CONSTRUCTION CONTRACTOR FROM EXERCISING CAUTION DURING SITE
ARE PROVIDED AS INFORMATION ONLY AND DOES NOT RELIEVE THE
LOCATED AND MARKED. THE EXCAVATION PERMIT AND UTILITY LOCATES
SHALL ARRANGE TO HAVE THE SUBSURFACE UTILITIES AND STRUCTURES
REVIEW THE EXCAVATION PERMIT. THE CONSTRUCTION CONTRACTOR
THE PLANS AND ACTUAL CONDITIONS TO THE GOVERNMENT IMMEDIATELY.
ALL CONDITIONS IN THE FIELD AND REPORT DISCREPANCIES BETWEEN
IT IS THE CONSTRUCTION CONTRACTOR'S RESPONSIBILITY TO VERIFY
PIPE INSTALLATION. COORDINATE WITH GOVERNMENT.
TO SUPPORT THE EXISTING ELECTRIC DUCT BANK DURING STORM
CONSTRUCTION CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS
SPECIFICATIONS.
PIPING AND INSTALLED IN ACCORDANCE WITH THE PROJECT
TRACER WIRE SHALL BE PROVIDED ALONG ALL UNDERGROUND
ALL REQUIREMENTS OF THE PERMIT.
PRIOR TO EXCAVATION. CONSTRUCTION CONTRACTOR SHALL FOLLOW
EXCAVATION PENETRATION PERMIT SHALL BE ISSUED BY UCOR/DOE
MATERIALS, COUPLINGS, AND BACKFILL.
SHORING, FURNISHING AND INSTALLATION OF PIPES, JOINT
COMPLETE SYSTEM AS SHOWN. INSTALLATION INCLUDES EXCAVATION,
INSTALL THE NECESSARY QUANTITY OF PIPE TO CONSTRUCT THE
VARY. THE CONSTRUCTION CONTRACTOR SHALL SUPPLY AND
DEDUCTIONS FOR STRUCTURES). ACTUAL QUANTITY OF PIPE MAY
FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE (NO
CLASS, SHAPE AND SIZE, AS MEASURED ALONG THE CENTERLINE
LENGTH COMPLETE IN PLACE REGARDLESS OF TYPE, DEPTH,
PIPE/CULVERTS ARE MEASURED IN TERMS OF HORIZONTAL
CONTRACTOR'S EXPENSE.
MISALIGNMENT SHALL BE REPLACED AT THE CONSTRUCTION
PIPE WITH DEFLECTION 5% OR GREATER OR WITH UNDUE
OTHER APPROVED METHOD.
PLACING THE BASE. TEST DEFLECTION WITH A MANDREL OR
BACKFILLING & COMPACTION ARE COMPLETE & PRIOR TO
PIPE DEFLECTION AND ALIGNMENT SHALL BE CHECKED AFTER
A REMOVABLE, PROTECTIVE WRAP BY THE MANUFACTURER.
BE MADE OF POLYISOPRENE AND INSTALLED AND COVERED WITH
MEETING ALL AASHTO AND ASTM REQUIREMENTS. JOINTS SHALL
HDPE PIPE SHALL BE INSTALLED WITH WATERTIGHT (WT) JOINTS
OR EQUAL.
DENSITY POLYETHYLENE PIPE IN ACCORDANCE WITH AASHTO M294
CLASS III REINFORCED CONCRETE PIPE OR SMOOTH INTERIOR HIGH
UNLESS NOTED OTHERWISE, STORM SEWER PIPE SHALL BE EITHER
LOCAL, STATE, AND OSHA REGULATIONS.CONFORM WITH ALL APPLICABLE
THE RESPONSIBILITY OF THE CONSTRUCTION CONTRACTOR AND SHALL
TRENCH DESIGN AND SAFETY FOR PIPELINE CONSTRUCTION IS SOLELY
THE TENNESSEE DEPARTMENT OF TRANSPORTATION SPECIFICATIONS.
THE MATERIALS, EQUIPMENT, AND CONSTRUCTION REQUIREMENTS OF
INSTALL STORM SEWER PIPING AND APPURTENANCES TO MEET
THE PLANS AND ACTUAL CONDITIONS TO THE GOVERNMENT IMMEDIATELY.
ALL CONDITIONS IN THE FIELD AND REPORT DISCREPANCIES BETWEEN
IT IS THE CONSTRUCTION CONTRACTOR'S RESPONSIBILITY TO VERIFY
26.
27.
APPROXIMATE LIMITS OF VP SITE CONSTRUCTION
CONSTRUCTION.
WITH BUILDING PLUMBING CONSTRUCTION CONTRACTOR PRIOR TO
TO COORDINATE FINAL LOCATIONS AND ELEVATIONS OF CONNECTIONS
THE PROPOSED BUILDING. SITE UTILITIES CONSTRUCTION CONTRACTOR
SITE UTILITIES SHALL EXTEND TO WITHIN 5 FEET OF THE EXTERIOR OF
HEATED, AND LOCKABLE.
EXTERIOR BACKFLOW PREVENTER ENCLOSURE SHALL BE INSULATED,
PRIOR TO CONSTRUCTION.
APPROVED VENDOR. UCOR/DOE TO APPROVE DESIGN AND DETAILS
OF REMOTE FILL STATION PORTS WITH GOVERNMENT AND UCOR/DOE
CONSTRUCTION CONTRACTOR SHALL COORDINATE DESIGN AND INSTALLATION
REFER TO SECTION 22 10 05 - PLUMBING PIPING.
REFERENCE DEMOLITION PLAN FOR UTILITY DISCONNECTS.
AND AUTHORIZATION ISSUED BY UCOR/DOE PRIOR TO EXCAVATION.
EXCAVATION PENETRATION PERMIT REQUIREMENTS TO BE FOLLOWED
EXISTING UTILITIES WITH UCOR/DOE PRIOR TO CONSTRUCTION.
CONSTRUCTION CONTRACTOR TO VERIFY OPERATIONAL STATUS OF
REPORTING.
METERING FOR ALL UTILITIES TO MEET UCOR/DOE STANDARDS FOR
THE HIGHEST LINE WITHIN THE EXCAVATED TRENCH.
LINES CROSS LESS THAN 18" VERTICALLY, THE WATER LINE SHALL BE
SANITARY OR STORM SEWERS. WHERE WATER AND SANITARY SEWER
SEPARATION SHALL BE MAINTAINED BETWEEN POTABLE WATER AND
EXCAVATION TRENCH. A MINIMUM OF 10 FEET CLEAR HORIZONTAL
STORM SEWER LINES SHALL NOT BE LAID PARALLEL WITHIN THE SAME
DEGREE ANGLE (WHERE POSSIBLE). POTABLE WATER AND SANITARY OR
FIRST LINE. THE CROSSING SHALL BE AT NOT LESS THAN A 4
LENGTH OF PIPE INSTALLED WITH ITS MIDPOINT LOCATED OVER THE
VERTICALLY WITHIN 18", THE LINE LAID LAST SHALL HAVE A FULL
WHERE WATER AND SANITARY OR STORM WATER HORIZONTALLY CROSS
SPECIFICATIONS.
PIPING AND INSTALLED IN ACCORDANCE WITH THE PROJECT
TRACER WIRE SHALL BE PROVIDED ALONG ALL UNDERGROUND
TOP OF ALL UNDERGROUND UTILITIES UNLESS NOTED OTHERWISE.
CONSTRUCTION CONTRACTOR SHALL MAINTAIN 30" MINIMUM COVER OVER
C1E-700NHP-H747
10.
28.
G PROPOSED GAS SERVICE
PROPOSED GAS METER
SITE UTILITIES PLAN - PHASE I
STORM DRAINAGE AND2 08/02/2022 CLARIFICATION OF ABANDONMENT/REMOVALS AC AG AC AG SB GS
10/06/2022
PRODUCE A CLEAN DRAWING SET FOR USACE TO START PROCUREMENT
REVISED CFC - REVISION CLOUDS AND TRIANGLES REMOVED TO
10/06/20223 AC AG AC AG SB GS
11.
10IN
POST
12IN
FP
LP
SQ
CO
CO
CO
WV
WV
LP
WM WV
30IN
SN
POST
PP
SQ
PTP
PTP
WV
FH
WV
WV
PTLP
SN
MON
WV
WV
WV
WV
WV
SN
WM
WV
WV
WM
WV
CO
PTPLP
FF. EL. 787.93
GM
GV
IE-770.20,OUT
TC-781.10
SAMH
IRO
IRO
IE-775.80
TC-794.30
AREA DRAIN
PIV
LP
SP
LP
TC-782.12
PMH
TC-782.34
PMH
TC-782.04
PMH
IE-786.61
TC-793.48
AREA DRAIN
TC-794.21
TMH
TC-788.51
PMH
GATE
GATE
TC-793.54
TMH
TC-779.56
TMH
TC-780.24
TMH
TC-794.93
PMH
TC-794.94
WATER MH
K-1652
TC-779.67
AREA DRAIN
IE
.2
IE
-7
.7
IE-774.07
12" STP
P R
C P
IE-776.84
6" STP
IE-775.44,OUT
TC-779.84
AREA DRAIN
TC-778.76
AREA DRAIN
IE
-7
.8
IE
-7
.9
IE-774.76
8" RCP
TC-779.04
AREA DRAIN
8" RCP
IE-775.64
IE
-7
.8
IE
-7
.9
TC-778.73
AREA DRAIN
IE
-7
.9
IE
-7
.9
R
C P
IE-775.33IE-771.93
8" RCP12" RCP
10" RCP
IE-784.76,OUT(6"STP)
TC-787.21
AREA DRAIN
IE-782.31
IE-782.51,IN(8"PVC)
TC-788.11
STMH
8" P
VC
IE-783.168" STP
S
T P
IE-783.06,OUT(8"PVC)
IE-784.66,IN(8"STP)
TC-787.46
AREA DRAIN
TC-786.46
AREA DRAIN
IE-783.81
8" RCP
IE
.0
S
T P
IE
.0
" S
T P
TC-785.33
STMH
IE-781.93 IE
.0
P
IE
-7
.6
IE
-7
.5
R
C P
R
C P
IE
-7
.4
P
IE
.3
12" VCP
IE
.3
IE-791.75
6" STP
P
IE-7
6.2
" P
V C
6"
IE-770.30
IE
.2
IE-789.93,IN(4")
IE-789.43,IN(6")
TC-787.43
SAMH
IE-FULL OF DEBRIS
IE-780.76 IE-780.81
IE
.4
8"
IE-780.36
IE
-7
.1
IE
.1
IE-GREATER THAN 25'
TC-793.99
SAMH
TC-793.76
ABANDONED
SAMH
P
V C
IE
1.6
A B
A N
IE
-7
.4
IE
-7
.5
V
C P
I E
.2
IE-790.45
12" VCP
TC-793.09
AREA DRAIN
IE
.4
IE-782.07
IE
-7
.1
CONCRETE
CONCRETE
GRAVEL
OVERHEAD PIPE
GRAVEL
2ND FLOOR 801.83
1ST FLOOR 788.50
CHILLED WATER
C H
IL
L
E D
W A
T E
R
C H
IL
L
E D
W A
T E
R
C H
IL
L
E D
W A
T E
R
C H
IL
L
E D
W A
T E
R
C H
IL
L
E D
W A
T E
R
C H
IL
L
E D
W A
T E
R
CHILLED WATER
8"
8" (ABAN)
8"
16"
FIRE WATER (ABAN)
FIRE WATER (ABAN)
F
T E
R
A
B A
N
F
T E
R
F
T E
R
10"
14"
10"
4" UG
E12
BURIED
AREA DRAIN
T
4-5" FIBER DUCTS
F I B
E R
D U
C T
S
4-3 1/2" FIBER DUCTS
4-3 1/2" FIBER DUCTS
1 1/2" CONDUIT
F
D
TOP OF PIPE-783.45
TC-789.05
CHILLED WATER VAULT
CHILLED WATER
CUT AND CAPPED
CAPPED
CUT AND
CAPPED
CUT AND
CAPPED
CUT AND
CUT AND CAPPED
A B
A N
D O
N D
E D
F
IR
E W
A T
E R
F
IR
E W
A T
E R
A
B A
N
D U
C T
S
F
I B
E R
D.B. 1365, PG. 36
HERITAGE CENTER, LLC
ED-8E
PROPERTY LINE
CITY OF OAK RIDGE
2-6" CW
T C
.4
S A
M H
CAPPED
CUT AND
CAPPED
CUT AND
3"
CAPPED
CUT AND
4" 4"
10" 10" 10"
6"
F
IR
E W
A T
E R
UGE
UGE
UGE
U G
E
UGE
U G E
U G
E
UGE
UGE
UGE
UGE
UGE
O H
OH
UGTUGT UGT UGT UGT UGT UGT UGT UGT UGT
U G
T
UGT
UGT
UGT
U G T
F O
C F
O C
F O
C F
O C
UGT UGT
OH
UGE UGE
U G
E U
G E
UGE
OH
U G
E U
G E
U G
E U
G E
UGE UGE
UGE
UGE
U G
E U
G E
U G
E U
G E
OH
ENRICHMENT ST.(7TH ST.)
(A V
E
"J
M E
R
IT
U S
A V
E
TC-794.83
PMH
RAD. BOUNDARY
PP
NC
9L2
7L1
7L3 7K1
PIV
FH
K8X
PP
E10
K-1028-72
PORTAL #11
PP
PP
OH
O H
OH
CHILLED WATER ABAND.
WV
WM
PREVENTER
BACKFLOW
SIDEWALK
STRUCTURE
ABAND.
W
2"
W
K-25 HISTORY CENTER
SAMH
AREA DRAIN
TC-793.70
AREA DRAIN
SD
SD
S D
RD
R D
R D
SD
TC 794.08
AREA DRAIN
TC 794.27
SAMH
TC 794.21
AREA DRAIN TC 794.97
SAMH
TC 795.17
PMH
TC 794.33
TMH
FFE 801.83
2"
U
G U
G
4" UG (ABAN)
4" UG (ABAN)
4" UG
A
B A
N
B
A N
A
B A
N
A
B A
N
UG (ABAN)UG (ABAN)UG (ABAN) UG (ABAN)
U G
(A
B A N
A
B A
N
U
G
A B
A N
K-25 FOOTPRINT
K-25 FOOTPRINT
PCB AREA 1
REMEDIATED
PCB AREA 2
REMEDIATED
U-234 AREA 1
REMEDIATED
AREA 2
U-234
REMEDIATED
REMEDIATED Tc-99 AREA
T c
E A
Z2-23
Z2-22
R
C P
EI -790.44
TC-795.08
AREA DRAIN
EI -791.00
TC-794.40
AREA DRAIN
EI -790.11
EI -790.21
TC-794.86
AREA DRAIN
EI -789.00
TC-793.93
AREA DRAIN
TC-793.35
AREA DRAIN
TC-793.12
AREA DRAIN
K-1650
TC-794.95
SAMH
SS
A
B A
N
SS 8" SS
8"
S S
S S
S S
SS
WV
FH
WV
PTP
PP
GP
LPLPLPTP
TP
WV
TP
WV
PIV
GV
WV
G A
T E
GATE
GATE
G A
T E
G A
T E
FH
WV
WV FH
GVPIVGV
WM
WM
SPIGOT
(TYP 7)
BOLLARD
EJB
(TYP 2)
BOLLARD
WV
FH
PIV
U G
T U
G T
U G
T U
G T
U G
T
G A
T E
GATE
TC-793.45
AREA DRAIN
TC-793.28
AREA DRAIN
ASPHALT
CONCRETE
GRAVEL
GRAVEL
GRAVEL
S D
R
C P
S D
R
C P
S D
R
C P
S D
R
C P
S D
A S
P H
A L
T
T C
.1
A R
A
IN
TC-794.54
AREA DRAIN
TC-795.07
ABANDONED
SAMH
TC-793.25
AREA DRAIN
TC-779.86
SAMH
TC-793.64
AREA DRAIN
TC-793.21
AREA DRAIN
TC-793.30
AREA DRAIN
TC-793.44
AREA DRAIN
VAULT
ELECTRIC
ASPHALT
O H E
O H
E
KNOXVILLE,…
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