Attach F- Drawings Fargo-Replace UST and Leak Detection 5 Dea 25.pdf
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- Attached to
- Y1DZ--437-24-101, Replace UST's & Leak Detection System Federal contract opportunity
- Solicitation number
- 36C26326B0016_2
About this file
BID DOCUMENTS SUMMARY
These are 100% bid documents for the "Replace USTs and Leak Detection System Phase 2" project at the Fargo VA Health Care System, Department of Veterans Affairs, located at 2101 Elm Street, Fargo, North Dakota 58102. Project number 437-24-101 is designed by Four-Front Design Inc. with consultants including MBN Engineering and Enviros. The designer of record is RAYMOND DAWES, PE-9846, with an issue date of August 28, 2025.
The project scope encompasses demolition and replacement of multiple underground storage tanks (USTs) and aboveground storage tanks (ASTs) containing heating oil and diesel fuel for facility operations and emergency generators. Specifically, the work includes: removal and replacement of three 20,000-gallon heating oil USTs (UST 1, 2, 3); removal and replacement of one 4,000-gallon diesel fuel UST (UST 4); removal and replacement of one 4,000-gallon diesel fuel UST (UST 8); removal and replacement of three ASTs (75-200 gallons each) serving generator fuel needs; installation of new fuel clarifiers (CL1-CL4); replacement of monitoring and leak detection panels and sensors; installation of cathodic protection systems for applicable tanks; and associated fuel oil piping, vent piping, and electrical connections. The project also includes site work such as pavement removal/replacement, grading, erosion control, utility coordination, retaining wall reconstruction, and sidewalk installation. Contractor responsibilities include phased tank replacement to maintain operational continuity, temporary above-ground storage, fuel transfer coordination with facility operations, environmental remediation of contaminated soils at the UST 1, 2, 3 location per regulatory guidance, and integration of new monitoring systems into the existing building automation system via MODBUS protocol. The documents provide detailed mechanical, electrical, and civil construction plans, equipment schedules, and coordination requirements across multiple buildings and underground tank locations.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Attach B - Questions Request Form - 1 page.pdf | ||
| Attach C- WRD ND last updated 1.30.26.pdf | ||
| Attach E- Specs Fargo-Replace UST and Leak Detection 16 Jan. 26 fix.pdf | ||
| Attach D - VAAR 852.219-75 Limitations on Subcontracting-Cert of Compliance_JAN 2023 [D.pdf | ||
| attach G- Cost-Free Design Analysis.pdf | ||
| Attach A SOW final.pdf | ||
| S06 Amendment 1 attachments.zip | ZIP file |
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Text version
G-0.0008/28/2025
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Fi le
P at h
/1 5/
1:
:0
AM
BID DOCUMENTSOffice 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
Phase
STAMP
321 4 5 6 7 8 9 10
Replace USTs and Leak Detection System Phase 2
437-24-101
Project Director
08/28/2025Revisions: Date:
2101 ELM STREET, FARGO, ND 58102
100% BID DOCUMENTS
DESIGNER OF RECORDCONSULTANT
PROTECTION ENGINEERING CONSULTANTS (PEC)
100 CREEK ROAD, SUITE 102
DRIPPING SPRINGS, TX 78620
PH: (512) 380-1988
WESTERN WATER CONSULTANTS (WWC)
1275 MAPLE STREET, SUITE F
HELENA, MT 59601
PH: (406) 443-3962
MBN
503 7TH STREET, SUITE 200
FARGO, ND 58102
PH: (701) 478-6336
ENVIROS
220 RAMSEY STREET
HASTINGS, MN 55033
PH: (651) 319-0170
517 7TH STREET
RAPID CITY, SD 57701
PH: (605) 342-9470
POC: JARED LOTT
FFD PROJECT NO:
19.2481.M21
PM TK
ESSF IOO NRP ALD EE NR GET INSI EG E
E R
R
RAYMOND
DAWES
PE-9846
DATE
REPLACE UST & LEAK DETECTION PHASE II
PROJECT NO. 437-24-101
FARGO VA HEALTH CARE SYSTEM
DEPARTMENT OF VETERANS AFFAIRS
2101 ELM STREET
FARGO, NORTH DAKOTA 58102
VA U.S DEPARTMENT OF VETERANS AFFAIRS
VETERANS HEALTH ADMINISTRATION
SHEET INDEX
SHEET # SHEET TITLE
G-0.00 COVER PAGE
M-0.00 MECHANICAL COVER SHEET
M-0.10 SITE PLAN
M-0.20 MECHANICAL SCHEDULES & DETAILS
MD-1.03 ABOVEGROUND STORAGE TANKS 4 & 5 DEMOLITION PLAN
M-1.00 UNDERGROUND STORAGE TANKS 1, 2 & 3 NEW PLAN
M-1.01 UNDERGROUND STORAGE TANK 4 NEW PLAN
M-1.02 UNDERGROUND STORAGE TANK 8 & AST 3 NEW PLAN
M-1.03 ABOVEGROUND STORAGE TANKS 4 & 5 NEW PLAN
MD-1.00 UNDERGROUND STORAGE TANKS 1, 2 & 3 DEMOLITION PLAN
MD-1.01 UNDERGROUND STORAGE TANK 4 DEMOLITION PLAN
MD-1.02 UNDERGROUND STORAGE TANK 8 & AST 3 DEMOLITION PLAN
COVER PAGE
C-1.0 EXISTING CONDITIONS / DEMOLITION PLAN
C-5.0 DETAILS
E-0.0 ELECTRICAL LEGENDS AND ABBREVIATIONS
E-1.0 ELECTRICAL FLOOR PLAN
E-1.1 UST 6 AND 8 ELECTRICAL FLOOR PLAN DETAILS
E-1.2 UST 9 AND 10 ELECTRICAL FLOOR PLAN DETAILS
E-1.3 BOILER PLANT ELECTRICAL FLOOR PLAN DETAILS
G-1.00 PCRA PLAN
C-2.0 EROSION CONTROL / UTILITY PLAN
C-3.0 GRADING PLAN
C-4.0 PAVING PLAN
G-0.02 LOCATION MAP AND CONTRACTOR STAGING PLAN
M-0.30 MECHANICAL DETAILS
E-0.1 ELECTRICAL SCHEDULES AND DETAILS
E-1.4 CATHODIC PROTECTION
S-1.00 RETAINING WALL AND SIDEWALK PLANS
G-2.00 UST 1, 2 & 3 CONTAMINATION AREA PLAN & PROFILE
SHARED
CONTRACTOR
STAGING
LEGEND:
CONTRACTOR STAGING AREA
Project Number
Building Number
Drawing Number
Dwg.
DrawnCheckedDate
Location
Project TitleDrawing Title
COR / Project Engineer
CONSULTANTS:
DateRevisions:
VA FORM 08-6231
o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e in c h o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t th re e in c h e s o n e fo o t
F
E
D
C
B
A
1 2 3 4 5 6 7 8 9
F
E
D
C
B
A
1 2 3 4 5 6 7 8 9 of
Office of Construction and Facilities Management
Phase
ARCHITECT/ENGINEER OF RECORD:
U.S. Department of Veterans Affairs
STAMP:
BID DOCUMENTS
517 7TH STREET
RAPID CITY, SD 57701
PH: (605) 342-9470
POC: JARED LOTT
FFD PROJECT NO:
19.2481.M21
DES IGN INC
/2
/2
:3
:0
P
M
08/28/2025
LOCATION MAP AND CONTRACTOR
STAGING
G-0.02
Replace USTs and Leak Detection System Phase 2
KZRD
2101 ELM STREET, FARGO, ND 58102
Owner
437-24-101
100% BID DOCUMENTS
1 1/2" = 1'-0"
LOCATION MAP AND CONTRACTOR STAGING PLAN
08/28/2025
ESSF IOO NRP ALD EE NR GET INSI EG E
E R
R
RAYMOND
DAWES
PE-9846
DATE
Project Number
Building Number
Drawing Number
Dwg.
DrawnCheckedDate
Location
Project TitleDrawing Title
COR / Project Engineer
CONSULTANTS:
DateRevisions:
VA FORM 08-6231
o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e in c h o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t th re e in c h e s o n e fo o t
F
E
D
C
B
A
1 2 3 4 5 6 7 8 9
F
E
D
C
B
A
1 2 3 4 5 6 7 8 9 of
Office of Construction and Facilities Management
Phase
ARCHITECT/ENGINEER OF RECORD:
U.S. Department of Veterans Affairs
STAMP:
BID DOCUMENTS
517 7TH STREET
RAPID CITY, SD 57701
PH: (605) 342-9470
POC: JARED LOTT
FFD PROJECT NO:
19.2481.M21
DES IGN INC
/2
/2
:3
:0
P
M
08/28/2025
PCRA PLAN
G-1.00
Replace USTs and Leak Detection System Phase 2
KZRD
2101 ELM STREET, FARGO, ND 58102
Owner
437-24-101
100% BID DOCUMENTS
08/28/2025
ESSF IOO NRP ALD EE NR GET INSI EG E
E R
R
RAYMOND
DAWES
SS
SS
S S
S S
S S
W W
W W
W W
W W
U G
P
UGP
UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP
UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP
U G
P U
G P
U G
P U
G P
U G
P U
G P
U G
P U
G P
U G
P
U G
P U
G P
U G
P U
G P
U G
P U
G P
U G
P U
G P
U G
P
ST ST ST
ST
ST
ST
ST
ST
ST
0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+800+80
B-05
50'-6"
60'-6"EXISTING UST #3
(TO BE REMOVED)
EXISTING UST #2
(TO BE REMOVED)
EXISTING UST #1
(TO BE REMOVED)
ESTIMATED AREA OF CONTAMINATION.
CONTRACTOR SHALL FIELD VERIFY.
B-03
B-06
SAWCUT ASPHALT PRIOR TO REMOVAL
12'
10'-6"
ESTIMATED EXTENTS OF EXCAVATION.
CONTRACTOR TO FIELD VERIFY.
EXISTING 6" PVC WATER LINE
(ELEVATION UNKNOWN, TO REMAIN)
ESTIMATED LOCATION OF
EXISTING 15" STORM
PIPE (TO REMAIN)
ESTIMATED AREA OF CONTAMINATION.
CONTRACTOR SHALL FIELD VERIFY.
BOTTOM OF EXISTING ASPHALT (APPROXIMATE)
EXISTING GRADE
EXISTING UST #2 (TO
BE REMOVED. SIZE
APPROXIMATE.)
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Fi le
P at h
/1 5/
1:
:0
AM
BID DOCUMENTSOffice 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
Phase
STAMP
321 4 5 6 7 8 9 10
Replace USTs and Leak Detection System Phase 2
437-24-101
Project Director
08/28/2025 STH/KJG JDFRevisions: Date:
2101 ELM STREET, FARGO, ND 58102
100% BID DOCUMENTS
DESIGNER OF RECORDCONSULTANT
PROTECTION ENGINEERING CONSULTANTS (PEC)
100 CREEK ROAD, SUITE 102
DRIPPING SPRINGS, TX 78620
PH: (512) 380-1988
WESTERN WATER CONSULTANTS (WWC)
1275 MAPLE STREET, SUITE F
HELENA, MT 59601
PH: (406) 443-3962
MBN
503 7TH STREET, SUITE 200
FARGO, ND 58102
PH: (701) 478-6336
ENVIROS
220 RAMSEY STREET
HASTINGS, MN 55033
PH: (651) 319-0170
517 7TH STREET
RAPID CITY, SD 57701
PH: (605) 342-9470
POC: JARED LOTT
FFD PROJECT NO:
19.2481.M21
G-2.00
UST 1, 2 & 3 CONTAMINATION
AREA PLAN & PROFILE
GENERAL NOTES - CONTAMINATED SOIL REMOVAL
1. CONTRACTOR SHALL NOTIFY THE NDDEQ AND EPA REGION 8 AT LEAST 30 DAYS PRIOR TO
COMMENCEMENT OF UST CLOSURE AND CONTAMINATED SOIL REMOVAL ACTIVITIES.
2. CONTRACTOR SHALL COORDINATE ALL UTILITY LOCATES (811 AND PRIVATE LOCATE SERVICES) PRIOR TO
EXCAVATION.
3. CONTRACTOR SHALL IMPLEMENT THEIR SITE-SPECIFIC HEALTH AND SAFETY PLAN (HASP), INCLUDING AIR MONITORING AND REQUIRED PERSONAL PROTECTIVE EQUIPMENT (PPE) DURING EXCAVATION AND
HANDLING OF PETROLEUM-CONTAMINATED MATERIALS.
4. THE CONTRACTOR SHALL DEVELOP AND SUBMIT A CONTAMINATED SOIL MANAGEMENT PLAN TO THE VA
PROJECT MANAGER FOR APPROVAL PRIOR TO START OF REMOVAL WORK.
EXCAVATION AND CONTAMINATED SOIL REMOVAL NOTES
5. EXCAVATE PETROLEUM-IMPACTED SOIL IN THE AREA AROUND BORING B-06 TO A MINIMUM DEPTH OF 2 FEET BELOW GROUND SURFACE (BGS) OR UNTIL CLEAN LIMITS ARE CONFIRMED THROUGH FIELD
SCREENING AND LABORATORY ANALYSIS.
6. SCREEN EXCAVATED SOILS WITH A PHOTOIONIZATION DETECTOR (PID) AND SUBMIT CONFIRMATION SAMPLES TO A CERTIFIED LABORATORY FOR ANALYSIS OF TPH-DRO, BTEX, AND NAPHTHALENE.
7. EXTEND EXCAVATION AS NECESSARY IF PETROLEUM CONTAMINATION IS ENCOUNTERED BEYOND INITIAL
EXCAVATION DEPTHS.
8. IMPLEMENT DUST CONTROL AND VAPOR MITIGATION MEASURES, INCLUDING WATER SPRAYING AND
PLASTIC COVERINGS, AS NEEDED DURING EXCAVATION.
CONTAMINATED SOIL HANDLING AND DISPOSAL NOTES
9. PLACE CONTAMINATED SOILS ON A 6-MIL MINIMUM IMPERMEABLE LINER AND COVER WITH SECURED
TARPAULIN IF IMMEDIATE OFF-SITE TRANSPORT IS NOT POSSIBLE.
10. INSTALL SILT FENCE OR EQUIVALENT EROSION CONTROL AROUND ALL CONTAMINATED SOIL
STOCKPILES.
11. ALL PETROLEUM-CONTAMINATED SOILS EXCEEDING 100 MG/KG TPH SHALL BE TRANSPORTED TO A
NDDEQ-APPROVED LANDFILL OR PERMITTED LANDFARM FOR TREATMENT OR DISPOSAL.
12. CONTRACTOR SHALL PROVIDE MANIFESTS, RECEIPTS, AND CERTIFICATES OF DISPOSAL FOR ALL
CONTAMINATED MATERIALS REMOVED FROM SITE.
TANK AND PIPING REMOVAL COORDINATION NOTES
13. REMOVE USTS AND ASSOCIATED PIPING PER EPA 40 CFR PART 280 REQUIREMENTS.
14. ENSURE TANKS AND PIPING ARE CLEANED OF RESIDUAL PRODUCT PRIOR TO REMOVAL AND OFF-SITE
TRANSPORT.
15. PREVENT PRODUCT RELEASE DURING REMOVAL. CAP AND SECURE ALL OPEN LINES AND CONNECTIONS.
SAMPLING, BACKFILL, AND RESTORATION NOTES
16. CONDUCT CONFIRMATION SAMPLING AT THE FLOOR AND SIDEWALLS OF THE EXCAVATION AFTER REMOVAL OF CONTAMINATED MATERIALS. DO NOT BACKFILL UNTIL APPROVAL IS RECEIVED FROM THE VA
PROJECT MANAGER BASED ON SAMPLING RESULTS.
17. BACKFILL EXCAVATIONS WITH CLEAN, TESTED FILL MATERIAL AND COMPACT PER PROJECT
SPECIFICATIONS.
18. RESTORE DISTURBED AREAS TO ORIGINAL GRADES AND CONDITIONS UNLESS OTHERWISE NOTED ON
DRAWINGS.
REPORTING AND DOCUMENTATION NOTES
19. MAINTAIN DAILY LOGS DOCUMENTING EXCAVATION ACTIVITIES, SCREENING RESULTS, SOIL HANDLING, WEATHER CONDITIONS, AND ANY UNEXPECTED CONDITIONS ENCOUNTERED.
20. SUBMIT A CLOSURE REPORT TO THE VA PROJECT MANAGER INCLUDING FIELD DATA, ANALYTICAL
RESULTS, DISPOSAL MANIFESTS, AND A SUMMARY OF REMEDIATION ACTIVITIES.
NOTE: CONTRACTOR SHALL EXCAVATE PETROLEUM-CONTAMINATED SOILS AS SHOWN AND DESCRIBED IN THE REMEDIAL ACTION PLAN AND SITE ASSESSMENT REPORT (AET PROJECT NO. P-0040293). COORDINATE SOIL SCREENING, SAMPLING, AND DISPOSAL WITH VA REPRESENTATIVE. MAINTAIN REGULATORY
COMPLIANCE WITH NDDEQ AND EPA REGION 8 THROUGHOUT WORK EXECUTION.
3/16" = 1'-0"1 UNDERGROUND STORAGE TANKS 1, 2 & 3 CONTAMINATION AREA PLAN & PROFILE
8/28/2025
D
REMOVE EXISTING UST#4 -
4,000 GALLONS
CONTRACTOR TO PUMP AND STORE
EXISTING FUEL FOR REUSE.
REMOVAL TO BE PHASED TO
PROVIDE CONTINUED OPERATION
DURING REPLACEMENT.
(COORDINATE W/ OWNER)
(FOR DETAILS SEE MECH. PLAN)
BLDG 10
BOILER PLANT
BLDG 50
COLD STORAGE
REMOVE EXISTING UST#1,2,3 - 20,000 GALLONS (EACH TANK)
CONTRACTOR TO PUMP AND STORE EXISTING FUEL FOR REUSE.
REMOVAL TO BE PHASED TO PROVIDE CONTINUED OPERATION
DURING REPLACEMENT. (COORDINATE W/ VA AND CONSULTANT)
CONTRACTOR SHALL PROVIDE ALL SHORING AND BRACING TO
PROTECT ADJACENT FACILITIES AND UTILITIES. CONTRACTOR
SHALL PREPARE AND PROVIDE ALL ENGINEERED DRAWINGS AND
EXCAVATION PLANS FOR APPROVAL BY THE VA AND CONSULTANT.
(SEE MECH. FOR DETAILS)
REMOVE CONCRETE
COLLAR
34.0'
50.5'
10.0'
REMOVE AND REPLACE
BOLLARDS AND GATE AS
NEEDED FOR PLACEMENT OF
TANK AND PAVEMENT REMOVAL
NOTE:
SOIL BORINGS INDICATED PRESENCE OF
CONTAMINATED SOILS ADJACENT TO THE
EXISTING UST#1,2 & 3 TANKS. REFER TO
THE GEOTECHNICAL REPORT PREPARED BY
AMERICAN ENGINEERING AND TESTING FOR
LOCATIONS AND DEPTHS.
CONTRACTOR SHALL ALSO REVIEW THE
ENVIRONMENTAL REPORT DOCUMENTS
PREPARED BY WWC ENGINEERING FOR
INFORMATION REGARDING THE REMEDIAL
ACTION PLAN TO ADDRESS THE
CONTAMINATED SOILS AND SUGGESTED
METHODS FOR REMOVAL/DISPOSAL OF THE
SOILS AND TANKS.
PROVIDE NECESSARY BRACING
FOR EXISTING UTILITIES
X
X X
X
TEMPORARY SECURITY FENCE
(FIELD VERIFY LOCATION)
XX
X X
X
X X X
TEMPORARY SECURITY FENCE
FIELD VERIFY LOCATION
D
D D
HOSPITAL
REMOVE EXISTING
FUEL OIL CAPS
REMOVE / SALVAGE
EXISTING LANDSCAPE ROCK
REMOVE EXISTING UST#8 -
4,000 GALLONS
CONTRACTOR TO PUMP AND STORE
EXISTING FUEL FOR REUSE.
REMOVAL TO BE PHASED TO
PROVIDE CONTINUED OPERATION
DURING REPLACEMENT.
(COORDINATE W/ OWNER)
(FOR DETAILS SEE MECH. PLAN)
CONTRACTOR SHALL PROVIDE ALL SHORING AND
BRACING TO PROTECT ADJACENT FACILITIES AND
UTILITIES. CONTRACTOR SHALL PREPARE AND
PROVIDE ALL ENGINEERED DRAWINGS AND EXCAVATION
FOR APPROVAL BY THE VA AND CONSULTANT.
REMOVE SIDEWALK FOR
TANK INSTALLATION
TEMPORARY SECURITY FENCE
FIELD VERIFY LOCATION
X
X X
X X
X
X
X X
X
X
SYMBOL LEGEND:
EXISTING PROPERTY LINE
EXISTING STORM SEWER LINE
EXISTING SANITARY SEWER LINE
EXISTING WATER LINE
EXISTING STORM MANHOLE
EXISTING SANITARY MANHOLE
EXISTING WATER GATE VALVE
EXISTING HYDRANT/BENCHMARK
EXISTING LIGHT POLE
EXISTING ELECTRICAL MANHOLE
EXISTING BOLLARD
EXISTING DOWNSPOUT
EXISTING DECIDUOUS TREE/SHRUB
PLAN NOTES:
EXISTING GAS LINE
EXISTING ELECTRICAL LINE
EXISTING WATER MANHOLE
EXISTING COMMUNICATIONS VAULT
EXISTING TRANSFORMER
EXISTING ELECTRICAL PEDESTAL
EXISTING CLEANOUT
EXISTING GAS METER
EXISTING SIGN
REMOVE EXISTING ASPHALT PAVEMENT
REMOVE / SALVAGE EXISTING LANDSCAPE ROCK
EXISTING STORM INLET
EXISTING FENCE
EXISTING HANDRAIL
EXISTING RETAINING WALL
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Fi le
P at h
/1 5/
1:
:0
AM
BID DOCUMENTS
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
PhaseDESIGNER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
Replace USTs and Leak Detection System Phase 2
437-24-101
Project Director
08/28/2025 AKE BRCRevisions: Date:
2101 ELM STREET, FARGO, ND 58102
100% BID DOCUMENTS
517 7TH STREET
RAPID CITY, SD 57701
PH: (605) 342-9470
POC: JARED LOTT
FFD PROJECT NO:
19.2481.M21
PROTECTION ENGINEERING CONSULTANTS (PEC)
100 CREEK ROAD, SUITE 102
DRIPPING SPRINGS, TX 78620
PH: (512) 380-1988
WESTERN WATER CONSULTANTS (WWC)
1275 MAPLE STREET, SUITE F
HELENA, MT 59601
PH: (406) 443-3962
MBN
503 7TH STREET, SUITE 200
FARGO, ND 58102
PH: (701) 478-6336
ENVIROS
220 RAMSEY STREET
HASTINGS, MN 55033
PH: (651) 319-0170
08-28-25 C1.0
EXISTING CONDITIONS /
DEMOLITION PLAN
S
E
N
W
SCALE: 1 INCH = 20 FEET
20100 40 UST #1, #2, #3, & #4 DEMOLITION
UST #8 DEMOLITION
TEMPORARY SECURITY FENCEX
REMOVE EXISTING CONCRETE PAVEMENT
REMOVE EXISTING BOLLARD
REMOVE EXISTING FUEL OIL CAPS
BENCHMARKS:
BM-1: TOP NUT OF HYDRANT LOCATED EAST OF THE HOSPITAL AND
NORTH OF THE LOADING DOCK, +/-50' EAST OF UST #8.
ELEVATION = 893.98 (NAVD88)
BM-2: TOP NUT OF HYDRANT LOCATED SOUTH OF BUILDING #10 &
WEST OF UST #4, +/-10' SOUTH OF BUILDING #10.
ELEVATION = 901.04 (NAVD88)
1. CONTRACTOR SHALL LOCATE ALL UTILITIES PRIOR TO
CONSTRUCTION. NORTH DAKOTA ONE CALL WILL ONLY
LOCATE THEIR MAINS AND WILL NOT LOCATE PRIVATE
UTILITIES ON THIS SITE. THE VA IS NOT
RESPONSIBLE FOR LOCATING ANY ON SITE UTILITIES.
REFER TO CD102, CU101, AND SITE ELECTRICAL PLANS
FOR EXISTING/PROPOSED UTILITY LOCATIONS.
2. CONTRACTOR SHALL FIELD VERIFY LOCATION AND
ELEVATION OF ALL EXISTING/PROPOSED UTILITY
CROSSINGS, AND WHERE EXISTING UTILITIES CONNECT
INTO NEW UTILITY MAINS.
3. ALL PAVEMENT MARKED FOR DEMOLITION SHALL BE FULL
DEPTH SAW CUT PRIOR TO REMOVAL.
4. CONTRACTOR SHALL KEEP ACCESS OPEN TO ALL
EXISTING DOORS, FIRE EXITS, AND LOADING DOCKS
DURING ALL PHASES OF CONSTRUCTION. IF TEMPORARY
CLOSURES ARE REQUIRED, COORDINATE WITH VHA
ADMINISTRATION A MINIMUM OF 3 WEEKS IN ADVANCE.
5. CONTRACTOR IS REQUIRED TO MAINTAIN ONE DRIVING
LANE OPEN AT ALL TIMES BETWEEN THE WORK SITE AND
THE STAGING AREA. REFER TO SHEET G-0.02
6. CONTRACTOR IS RESPONSIBLE FOR GENERAL TRAFFIC
CONTROL TO KEEP VEHICLES AND PEDESTRIANS MOVING
OUTSIDE OF THE PROJECT SITE. CONTRACTOR SHALL
PROVIDE ADEQUATE SIGNS AND STAFF TO DIRECT FOR
PUBLIC SAFETY AND TRAFFIC CONTROL. TEMPORARY
FENCING AND COORDINATION WILL BE THE
RESPONSIBILITY OF THE CONTRACTOR. CONTRACTOR
SHALL COORDINATE ANY RESTRICTIONS WITH THE VA
ADMINISTRATION. CONTRACTOR WILL BE REQUIRED TO
PROVIDE A DETAILED PHASING PLAN THAT OUTLINES
TEMPORARY FENCING/TRAFFIC CONTROL FOR EACH PHASE
OF CONSTRUCTION. REFER TO G1004 PHASING PLAN.
7. ALL GRASSED AREAS DISTURBED BY CONSTRUCTION
SHALL HAVE TOPSOIL (6" DEPTH), GRADED, SEEDED,
AND HYDRO-MULCHED.
AutoCAD SHX Text
GM
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ELECTRICAL TRANSFORMER AREA
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WV
AutoCAD SHX Text D
AutoCAD SHX Text Y
AutoCAD SHX Text H
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WV
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WV
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WV
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WV
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EP
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EP
AutoCAD SHX Text O
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DS
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DS
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DS
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DS
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DS
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FUEL PUMP
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ELEC. RISER
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DOOR ELEV. 899.14
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DOOR ELEV. 899.22
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DOOR ELEV. 899.17
AutoCAD SHX Text
STM INLET
AutoCAD SHX Text
RIM 898.44
AutoCAD SHX Text
INV 892.14
AutoCAD SHX Text
SAN MH
AutoCAD SHX Text
RIM 989.58
AutoCAD SHX Text
INV 890.48
AutoCAD SHX Text
REMOVE AND REPLACE GATE
AutoCAD SHX Text
GATE
AutoCAD SHX Text
SAN MH
AutoCAD SHX Text
RIM 898.40
AutoCAD SHX Text
INV 889.45
AutoCAD SHX Text
STM INLET
AutoCAD SHX Text
RIM 897.06
AutoCAD SHX Text
INV 887.76
AutoCAD SHX Text
SAN MH
AutoCAD SHX Text
RIM 897.28
AutoCAD SHX Text
INV 888.93
AutoCAD SHX Text
SAN MH
AutoCAD SHX Text
RIM 897.40
AutoCAD SHX Text
INV E 887.90
AutoCAD SHX Text
INV N-S 886.05
AutoCAD SHX Text
STM INLET
AutoCAD SHX Text
RIM 896.88
AutoCAD SHX Text
INV 886.98
AutoCAD SHX Text
OVERHEAD DOOR ELEV. 900.48
AutoCAD SHX Text
6" PVC
AutoCAD SHX Text
6" PVC
AutoCAD SHX Text
6" PVC
AutoCAD SHX Text
8" PVC
AutoCAD SHX Text
8" PVC
AutoCAD SHX Text
6" PVC
AutoCAD SHX Text
6" PVC
AutoCAD SHX Text
6" PVC
AutoCAD SHX Text
WATER PIV
AutoCAD SHX Text S
AutoCAD SHX Text
ABANDONED SAN MH
AutoCAD SHX Text
8" PVC
AutoCAD SHX Text
8" PVC
AutoCAD SHX Text
15" PVC
AutoCAD SHX Text
15" PVC
AutoCAD SHX Text
15" PVC
AutoCAD SHX Text
15" HDPE
AutoCAD SHX Text
15" HDPE
AutoCAD SHX Text
BM-2
AutoCAD SHX Text
EP
AutoCAD SHX Text
EP
AutoCAD SHX Text
STM MH
AutoCAD SHX Text
RIM 898.13
AutoCAD SHX Text
INV SW 888.18
AutoCAD SHX Text
INV N 890.23
AutoCAD SHX Text D
AutoCAD SHX Text Y
AutoCAD SHX Text H
AutoCAD SHX Text
WV
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text W
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text
DS
AutoCAD SHX Text
DS
AutoCAD SHX Text
DS
AutoCAD SHX Text
DS
AutoCAD SHX Text
DS
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text
DOOR ELEV. 893.36
AutoCAD SHX Text
STM MH
AutoCAD SHX Text
RIM 899.52
AutoCAD SHX Text
INV 886.87
AutoCAD SHX Text
SAN MH
AutoCAD SHX Text
RIM 899.68
AutoCAD SHX Text
INV 889.39
AutoCAD SHX Text
STM MH
AutoCAD SHX Text
RIM 979.72
AutoCAD SHX Text
INV E 967.32
AutoCAD SHX Text
INV S 970.32
AutoCAD SHX Text
INV W 969.47
AutoCAD SHX Text
SAN MH
AutoCAD SHX Text
RIM 890.75
AutoCAD SHX Text
INV 881.40
AutoCAD SHX Text
SAN MH
AutoCAD SHX Text
RIM 980.68
AutoCAD SHX Text
INV N-S-W 971.23
AutoCAD SHX Text
INV NE +/-884.68
AutoCAD SHX Text
SLOT DRAIN
AutoCAD SHX Text
METAL STAIRS
AutoCAD SHX Text
METAL STAIRS
AutoCAD SHX Text
DOOR ELEV. 893.17
AutoCAD SHX Text
LOADING DOCK DOOR ELEV. 893.04
AutoCAD SHX Text
DOOR ELEV. 897.90
AutoCAD SHX Text
DOOR ELEV. 893.34
AutoCAD SHX Text
DOORS ELEV. 897.78
AutoCAD SHX Text
DOOR ELEV. 897.76
AutoCAD SHX Text
6" STORM
AutoCAD SHX Text
3" COND
AutoCAD SHX Text
6" STORM
AutoCAD SHX Text
3" COND
AutoCAD SHX Text
4" PVC
AutoCAD SHX Text
6" PVC
AutoCAD SHX Text
6" PVC
AutoCAD SHX Text
6" PVC
AutoCAD SHX Text
18" HDPE
AutoCAD SHX Text
8" PVC
AutoCAD SHX Text
12" HDPE
AutoCAD SHX Text
12" HDPE
AutoCAD SHX Text
LOADING DOCK
AutoCAD SHX Text
PIER (TYP.)
AutoCAD SHX Text
PIER (TYP.)
AutoCAD SHX Text
BUILDING OVERHANG
AutoCAD SHX Text
BM-1
AutoCAD SHX Text
STM INLET
AutoCAD SHX Text
RIM 892.39
AutoCAD SHX Text
INV 885.09
AutoCAD SHX Text
STM INLET
AutoCAD SHX Text
RIM 892.92
AutoCAD SHX Text
INV 884.92
AutoCAD SHX Text D
AutoCAD SHX Text Y
AutoCAD SHX Text H
AutoCAD SHX Text E
AutoCAD SHX Text T
AutoCAD SHX Text
CO
AutoCAD SHX Text S
AutoCAD SHX Text D
AutoCAD SHX Text W
AutoCAD SHX Text
WV
AutoCAD SHX Text
DS
AutoCAD SHX Text D
AutoCAD SHX Text Y
AutoCAD SHX Text H
AutoCAD SHX Text
EP
AutoCAD SHX Text
GM
D
HOSPITAL
X
X X
X X
X
X
X X
X
X
BR
BR
NEW 4000 GAL TANK
(12'X8')
(SEE MECH. FOR
DETAILS)
TEMPORARY ABOVE
GROUND TANK
(SEE MECH. FOR
DETAILS)
TEMPORARY JERSEY
BARRIERS FOR
ABOVE GROUND
TANK PROTECTION
(FIELD VERIFY)
D
BLDG 10
BOILER PLANT
BLDG 50
COLD STORAGE
X
X X
X
XX
X X
X
X X X
SF
SF
SF
NEW 4000 GAL TANK
(12'X8')
(SEE MECH. FOR
DETAILS)
THREE (3) 20000 GAL TANKS
(24'X12')
(SEE MECH. FOR DETAILS)
TEMPORARY ABOVE
GROUND TANK
(SEE MECHANICAL
FOR DETAILS)
TEMPORARY JERSEY
BARRIERS FOR
ABOVE GROUND
TANK PROTECTION
(FIELD VERIFY
LOCAITON)
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Fi le
P at h
/1 5/
1:
:0
AM
BID DOCUMENTS
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
PhaseDESIGNER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
Replace USTs and Leak Detection System Phase 2
437-24-101
Project Director
08/28/2025 AKE BRCRevisions: Date:
2101 ELM STREET, FARGO, ND 58102
100% BID DOCUMENTS
517 7TH STREET
RAPID CITY, SD 57701
PH: (605) 342-9470
POC: JARED LOTT
FFD PROJECT NO:
19.2481.M21
PROTECTION ENGINEERING CONSULTANTS (PEC)
100 CREEK ROAD, SUITE 102
DRIPPING SPRINGS, TX 78620
PH: (512) 380-1988
WESTERN WATER CONSULTANTS (WWC)
1275 MAPLE STREET, SUITE F
HELENA, MT 59601
PH: (406) 443-3962
MBN
503 7TH STREET, SUITE 200
FARGO, ND 58102
PH: (701) 478-6336
ENVIROS
220 RAMSEY STREET
HASTINGS, MN 55033
PH: (651) 319-0170
08-28-25 C2.0
EROSION CONTROL /
UTILITY PLAN
SYMBOL LEGEND:
EXISTING PROPERTY LINE
EXISTING STORM SEWER LINE
EXISTING SANITARY SEWER LINE
EXISTING WATER LINE
EXISTING STORM MANHOLE
EXISTING SANITARY MANHOLE
EXISTING WATER GATE VALVE
EXISTING HYDRANT/BENCHMARK
EXISTING LIGHT POLE
EXISTING ELECTRICAL MANHOLE
EXISTING BOLLARD
EXISTING DOWNSPOUT
EXISTING DECIDUOUS TREE/SHRUB
PLAN NOTES:
EXISTING GAS LINE
EXISTING ELECTRICAL LINE
EXISTING WATER MANHOLE
EXISTING COMMUNICATIONS VAULT
EXISTING TRANSFORMER
EXISTING ELECTRICAL PEDESTAL
EXISTING CLEANOUT
EXISTING GAS METER
EXISTING SIGN
EXISTING STORM INLET
EXISTING FENCE
EXISTING HANDRAIL
EXISTING RETAINING WALL
S
E
N
W
SCALE: 1 INCH = 20 FEET
20100 40 UST #1, #2, #3, & #4 EROSION CONTROL / UTILITY
UST #8 EROSION CONTROL / UTILITY
TEMPORARY SECURITY FENCEX
NEW INLET PROTECTION
SF
NEW BIOROLLBR
BENCHMARKS:
BM-1: TOP NUT OF HYDRANT LOCATED EAST OF THE HOSPITAL AND
NORTH OF THE LOADING DOCK, +/-50' EAST OF UST #8.
ELEVATION = 893.98 (NAVD88)
BM-2: TOP NUT OF HYDRANT LOCATED SOUTH OF BUILDING #10 &
WEST OF UST #4, +/-10' SOUTH OF BUILDING #10.
ELEVATION = 901.04 (NAVD88)
NEW TEMPORARY JERSEY BARRIER
1. CONTRACTOR SHALL LOCATE ALL UTILITIES PRIOR TO
CONSTRUCTION. NORTH DAKOTA ONE CALL WILL ONLY
LOCATE THEIR MAINS AND WILL NOT LOCATE PRIVATE
UTILITIES ON THIS SITE. THE VA IS NOT
RESPONSIBLE FOR LOCATING ANY ON SITE UTILITIES.
REFER TO CD102, CU101, AND SITE ELECTRICAL PLANS
FOR EXISTING/PROPOSED UTILITY LOCATIONS.
2. CONTRACTOR SHALL FIELD VERIFY LOCATION AND
ELEVATION OF ALL EXISTING/PROPOSED UTILITY
CROSSINGS, AND WHERE EXISTING UTILITIES CONNECT
INTO NEW UTILITY MAINS.
3. ALL PAVEMENT MARKED FOR DEMOLITION SHALL BE FULL
DEPTH SAW CUT PRIOR TO REMOVAL.
4. CONTRACTOR SHALL KEEP ACCESS OPEN TO ALL
EXISTING DOORS, FIRE EXITS, AND LOADING DOCKS
DURING ALL PHASES OF CONSTRUCTION. IF TEMPORARY
CLOSURES ARE REQUIRED, COORDINATE WITH VHA
ADMINISTRATION A MINIMUM OF 3 WEEKS IN ADVANCE.
5. CONTRACTOR IS REQUIRED TO MAINTAIN ONE DRIVING
LANE OPEN AT ALL TIMES BETWEEN THE WORK SITE AND
THE STAGING AREA. REFER TO SHEET G-0.02
6. CONTRACTOR IS RESPONSIBLE FOR GENERAL TRAFFIC
CONTROL TO KEEP VEHICLES AND PEDESTRIANS MOVING
OUTSIDE OF THE PROJECT SITE. CONTRACTOR SHALL
PROVIDE ADEQUATE SIGNS AND STAFF TO DIRECT FOR
PUBLIC SAFETY AND TRAFFIC CONTROL. TEMPORARY
FENCING AND COORDINATION WILL BE THE
RESPONSIBILITY OF THE CONTRACTOR. CONTRACTOR
SHALL COORDINATE ANY RESTRICTIONS WITH THE VA
ADMINISTRATION. CONTRACTOR WILL BE REQUIRED TO
PROVIDE A DETAILED PHASING PLAN THAT OUTLINES
TEMPORARY FENCING/TRAFFIC CONTROL FOR EACH PHASE
OF CONSTRUCTION. REFER TO G1004 PHASING PLAN.
7. ALL GRASSED AREAS DISTURBED BY CONSTRUCTION
SHALL HAVE TOPSOIL (6" DEPTH), GRADED, SEEDED,
AND HYDRO-MULCHED.
AutoCAD SHX Text
WV
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text W
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text
DS
AutoCAD SHX Text
DS
AutoCAD SHX Text
DS
AutoCAD SHX Text
DS
AutoCAD SHX Text
DS
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text
DOOR ELEV. 893.36
AutoCAD SHX Text
STM MH
AutoCAD SHX Text
RIM 899.52
AutoCAD SHX Text
INV 886.87
AutoCAD SHX Text
SAN MH
AutoCAD SHX Text
RIM 899.68
AutoCAD SHX Text
INV 889.39
AutoCAD SHX Text
STM MH
AutoCAD SHX Text
RIM 979.72
AutoCAD SHX Text
INV E 967.32
AutoCAD SHX Text
INV S 970.32
AutoCAD SHX Text
INV W 969.47
AutoCAD SHX Text
SAN MH
AutoCAD SHX Text
RIM 890.75
AutoCAD SHX Text
INV 881.40
AutoCAD SHX Text
SAN MH
AutoCAD SHX Text
RIM 980.68
AutoCAD SHX Text
INV N-S-W 971.23
AutoCAD SHX Text
INV NE +/-884.68
AutoCAD SHX Text
SLOT DRAIN
AutoCAD SHX Text
METAL STAIRS
AutoCAD SHX Text
METAL STAIRS
AutoCAD SHX Text
DOOR ELEV. 893.17
AutoCAD SHX Text
LOADING DOCK DOOR ELEV. 893.04
AutoCAD SHX Text
DOOR ELEV. 897.90
AutoCAD SHX Text
DOOR ELEV. 893.34
AutoCAD SHX Text
DOORS ELEV. 897.78
AutoCAD SHX Text
DOOR ELEV. 897.76
AutoCAD SHX Text
6" STORM
AutoCAD SHX Text
3" COND
AutoCAD SHX Text
6" STORM
AutoCAD SHX Text
3" COND
AutoCAD SHX Text
4" PVC
AutoCAD SHX Text
6" PVC
AutoCAD SHX Text
6" PVC
AutoCAD SHX Text
6" PVC
AutoCAD SHX Text
18" HDPE
AutoCAD SHX Text
8" PVC
AutoCAD SHX Text
12" HDPE
AutoCAD SHX Text
12" HDPE
AutoCAD SHX Text
LOADING DOCK
AutoCAD SHX Text
PIER (TYP.)
AutoCAD SHX Text
PIER (TYP.)
AutoCAD SHX Text
BUILDING OVERHANG
AutoCAD SHX Text
BM-1
AutoCAD SHX Text
STM INLET
AutoCAD SHX Text
RIM 892.39
AutoCAD SHX Text
INV 885.09
AutoCAD SHX Text
STM INLET
AutoCAD SHX Text
RIM 892.92
AutoCAD SHX Text
INV 884.92
AutoCAD SHX Text D
AutoCAD SHX Text Y
AutoCAD SHX Text H
AutoCAD SHX Text
GM
AutoCAD SHX Text
ELECTRICAL TRANSFORMER AREA
AutoCAD SHX Text
WV
AutoCAD SHX Text D
AutoCAD SHX Text Y
AutoCAD SHX Text H
AutoCAD SHX Text
WV
AutoCAD SHX Text
WV
AutoCAD SHX Text
WV
AutoCAD SHX Text
WV
AutoCAD SHX Text
EP
AutoCAD SHX Text
EP
AutoCAD SHX Text
DS
AutoCAD SHX Text
DS
AutoCAD SHX Text
DS
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text
DS
AutoCAD SHX Text
DS
AutoCAD SHX Text
FUEL PUMP
AutoCAD SHX Text
ELEC. RISER
AutoCAD SHX Text
DOOR ELEV. 899.14
AutoCAD SHX Text
DOOR ELEV. 899.22
AutoCAD SHX Text
DOOR ELEV. 899.17
AutoCAD SHX Text
STM INLET
AutoCAD SHX Text
RIM 898.44
AutoCAD SHX Text
INV 892.14
AutoCAD SHX Text
SAN MH
AutoCAD SHX Text
RIM 989.58
AutoCAD SHX Text
INV 890.48
AutoCAD SHX Text
GATE
AutoCAD SHX Text
SAN MH
AutoCAD SHX Text
RIM 898.40
AutoCAD SHX Text
INV 889.45
AutoCAD SHX Text
STM INLET
AutoCAD SHX Text
RIM 897.06
AutoCAD SHX Text
INV 887.76
AutoCAD SHX Text
SAN MH
AutoCAD SHX Text
RIM 897.28
AutoCAD SHX Text
INV 888.93
AutoCAD SHX Text
SAN MH
AutoCAD SHX Text
RIM 897.40
AutoCAD SHX Text
INV E 887.90
AutoCAD SHX Text
INV N-S 886.05
AutoCAD SHX Text
STM INLET
AutoCAD SHX Text
RIM 896.88
AutoCAD SHX Text
INV 886.98
AutoCAD SHX Text
OVERHEAD DOOR ELEV. 900.48
AutoCAD SHX Text
6" PVC
AutoCAD SHX Text
6" PVC
AutoCAD SHX Text
6" PVC
AutoCAD SHX Text
8" PVC
AutoCAD SHX Text
8" PVC
AutoCAD SHX Text
6" PVC
AutoCAD SHX Text
6" PVC
AutoCAD SHX Text
6" PVC
AutoCAD SHX Text
WATER PIV
AutoCAD SHX Text S
AutoCAD SHX Text
ABANDONED SAN MH
AutoCAD SHX Text
8" PVC
AutoCAD SHX Text
8" PVC
AutoCAD SHX Text
15" PVC
AutoCAD SHX Text
15" PVC
AutoCAD SHX Text
15" PVC
AutoCAD SHX Text
15" HDPE
AutoCAD SHX Text
15" HDPE
AutoCAD SHX Text
BM-2
AutoCAD SHX Text
EP
AutoCAD SHX Text
EP
AutoCAD SHX Text
STM MH
AutoCAD SHX Text
RIM 898.13
AutoCAD SHX Text
INV SW 888.18
AutoCAD SHX Text
INV N 890.23
AutoCAD SHX Text D
AutoCAD SHX Text Y
AutoCAD SHX Text H
AutoCAD SHX Text E
AutoCAD SHX Text T
AutoCAD SHX Text
CO
AutoCAD SHX Text S
AutoCAD SHX Text D
AutoCAD SHX Text W
AutoCAD SHX Text
WV
AutoCAD SHX Text
DS
AutoCAD SHX Text D
AutoCAD SHX Text Y
AutoCAD SHX Text H
AutoCAD SHX Text
EP
D
HOSPITAL
X
X X
X X
X
X
X X
X
X
TEMPORARY ABOVE
GROUND TANK
(SEE MECH. FOR
DETAILS)
897.61ME
895.06ME
896.35ME
897.56ME
TEMPORARY JERSEY
BARRIERS FOR
ABOVE GROUND
TANK PROTECTION
(FIELD VERIFY) 895.21ME
896.50RIM
D
BLDG 10
BOILER PLANT
BLDG 50
COLD STORAGE
X
X X
X
XX
X X
X
X X X
897.59ME
897.34ME
898.99ME
898.74ME
898.89ME
899.74ME
900.13ME899.41ME
899.60TP
899.60TP
899.60TP
899.60TP
899.50TP 899.50TP
899.50TP
899.50TP
899.40TP 899.40TP
899.40TP899.40TP
898.25TP
898.20TP
898.25TP
898.20TP
898.30RIM
899.45RIM
899.55RIM
899.65RIM
898.85ME
898.92ME
898.97ME
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Fi le
P at h
/1 5/
1:
:0
AM
BID DOCUMENTS
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
PhaseDESIGNER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
Replace USTs and Leak Detection System Phase 2
437-24-101
Project Director
08/28/2025 AKE BRCRevisions: Date:
2101 ELM STREET, FARGO, ND 58102
100% BID DOCUMENTS
517 7TH STREET
RAPID CITY, SD 57701
PH: (605) 342-9470
POC: JARED LOTT
FFD PROJECT NO:
19.2481.M21
PROTECTION ENGINEERING CONSULTANTS (PEC)
100 CREEK ROAD, SUITE 102
DRIPPING SPRINGS, TX 78620
PH: (512) 380-1988
WESTERN WATER CONSULTANTS (WWC)
1275 MAPLE STREET, SUITE F
HELENA, MT 59601
PH: (406) 443-3962
MBN
503 7TH STREET, SUITE 200
FARGO, ND 58102
PH: (701) 478-6336
ENVIROS
220 RAMSEY STREET
HASTINGS, MN 55033
PH: (651) 319-0170
08-28-25 C3.0
GRADING PLAN
SYMBOL LEGEND:
EXISTING PROPERTY LINE
EXISTING STORM MANHOLE
EXISTING SANITARY MANHOLE
EXISTING WATER GATE VALVE
EXISTING HYDRANT/BENCHMARK
EXISTING LIGHT POLE
EXISTING ELECTRICAL MANHOLE
EXISTING BOLLARD
EXISTING DOWNSPOUT
EXISTING DECIDUOUS TREE/SHRUB
PLAN NOTES:
EXISTING WATER MANHOLE
EXISTING COMMUNICATIONS VAULT
EXISTING TRANSFORMER
EXISTING ELECTRICAL PEDESTAL
EXISTING CLEANOUT
EXISTING GAS METER
EXISTING SIGN
EXISTING STORM INLET
EXISTING FENCE
EXISTING HANDRAIL
EXISTING RETAINING WALL
S
E
N
W
SCALE: 1 INCH = 20 FEET
20100 40 UST #1, #2, #3, & #4 GRADING
UST #8 GRADING
TEMPORARY SECURITY FENCEX
NEW FINISHED GRADE ELEVATION
NEW SIDEWALK ELEVATION
MATCH EXISTING ELEVATION
NEW SLOPE & DIRECTION OF FLOW
1.0%
900.00FG
900.00SW
900.00ME
NEW TOP OF PAVEMENT ELEVATION
NEW GUTTER ELEVATION
NEW TOP OF CURB ELEVATION
900.00TP
900.00G
900.00TC
BENCHMARKS:
BM-1: TOP NUT OF HYDRANT LOCATED EAST OF THE HOSPITAL AND
NORTH OF THE LOADING DOCK, +/-50' EAST OF UST #8.
ELEVATION = 893.98 (NAVD88)
BM-2: TOP NUT OF HYDRANT LOCATED SOUTH OF BUILDING #10 &
WEST OF UST #4, +/-10' SOUTH OF BUILDING #10.
ELEVATION = 901.04 (NAVD88)
NEW CONTOUR LINE895
NEW TEMPORARY JERSEY BARRIER
SIDE ELEVATION
REINFORCED CONCRETE SLAB
MANHOLE COVER (TRAFFIC RATED AT EXTERIOR GRADE FOR UST 8)
ACCESS COVER
SEALED WATER TIGHT
REINFORCED CONCRETE BALLAST PAD
DESIGN FOR BUOYANCY OF EMPTY
TANK WITH CREDIT FOR BACKFILL
BEDDING MATERIAL
SOIL SEPARATOR
CONCRETE SLAB FLUSH
WITH EXTERIOR GRADE
FOR UST 8
TANK
1 TANK #8 ELEVATION
C3.0 NOT-TO-SCALE
SIDE ELEVATION
REINFORCED CONCRETE SLAB
MANHOLE COVER (TRAFFIC RATED AT ASPHALT LEVEL FOR UST 4)
ACCESS COVER
SEALED WATER TIGHT
REINFORCED CONCRETE BALLAST PAD
DESIGN FOR BUOYANCY OF EMPTY
TANK WITH CREDIT FOR BACKFILL
BEDDING MATERIAL
SOIL SEPARATOR
CONCRETE SLAB
FLUSH WITH ASPHALT
GRADE FOR UST 4
RIM GRADE TANK #4: 898.30
TANK
2 TANK #4 ELEVATION
C3.0 NOT-TO-SCALE
3 TANK #1, #2, #3 ELEVATION
C3.0 NOT-TO-SCALE
RIM GRADE TANK #8: 896.50
ACCESS COVER
SEALED WATER TIGHT
REINFORCED CONCRETE BALLAST PAD
DESIGN FOR BUOYANCY OF EMPTY
TANK WITH CREDIT FOR BACKFILL
BEDDING MATERIAL
SOIL SEPARATOR
MANHOLE COVER (TRAFFIC RATED AT
ASPHALT LEVEL FOR UST 1, 2, & 3)
TANK
SIDE ELEVATION
RIM GRADE TANK #1: 899.65
RIM GRADE TANK #2: 899.55
RIM GRADE TANK #3: 899.45
1. SEE MECHANICAL PLANS FOR TANK DETAILS
NOTES
1. SEE MECHANICAL PLANS FOR TANK DETAILS.
NOTES
1. SEE MECHANICAL PLANS FOR TANK DETAILS
NOTES
CONCRETE SLAB FLUSH
WITH ASPHALT GRADE
FOR UST 1, 2, & 3
REINFORCED CONCRETE SLAB
1. CONTRACTOR SHALL LOCATE ALL UTILITIES PRIOR TO
CONSTRUCTION. NORTH DAKOTA ONE CALL WILL ONLY
LOCATE THEIR MAINS AND WILL NOT LOCATE PRIVATE
UTILITIES ON THIS SITE. THE VA IS NOT
RESPONSIBLE FOR LOCATING ANY ON SITE UTILITIES.
REFER TO CD102, CU101, AND SITE ELECTRICAL PLANS
FOR EXISTING/PROPOSED UTILITY LOCATIONS.
2. CONTRACTOR SHALL FIELD VERIFY LOCATION AND
ELEVATION OF ALL EXISTING/PROPOSED UTILITY
CROSSINGS, AND WHERE EXISTING UTILITIES CONNECT
INTO NEW UTILITY MAINS.
3. ALL PAVEMENT MARKED FOR DEMOLITION SHALL BE FULL
DEPTH SAW CUT PRIOR TO REMOVAL.
4. CONTRACTOR SHALL KEEP ACCESS OPEN TO ALL
EXISTING DOORS, FIRE EXITS, AND LOADING DOCKS
DURING ALL PHASES OF CONSTRUCTION. IF TEMPORARY
CLOSURES ARE REQUIRED, COORDINATE WITH VHA
ADMINISTRATION A MINIMUM OF 3 WEEKS IN ADVANCE.
5. CONTRACTOR IS REQUIRED TO MAINTAIN ONE DRIVING
LANE OPEN AT ALL TIMES BETWEEN THE WORK SITE AND
THE STAGING AREA. REFER TO SHEET G-0.02
6. CONTRACTOR IS RESPONSIBLE FOR GENERAL TRAFFIC
CONTROL TO KEEP VEHICLES AND PEDESTRIANS MOVING
OUTSIDE OF THE PROJECT SITE. CONTRACTOR SHALL
PROVIDE ADEQUATE SIGNS AND STAFF TO DIRECT FOR
PUBLIC SAFETY AND TRAFFIC CONTROL. TEMPORARY
FENCING AND COORDINATION WILL BE THE
RESPONSIBILITY OF THE CONTRACTOR. CONTRACTOR
SHALL COORDINATE ANY RESTRICTIONS WITH THE VA
ADMINISTRATION. CONTRACTOR WILL BE REQUIRED TO
PROVIDE A DETAILED PHASING PLAN THAT OUTLINES
TEMPORARY FENCING/TRAFFIC CONTROL FOR EACH PHASE
OF CONSTRUCTION. REFER TO G1004 PHASING PLAN.
7. ALL GRASSED AREAS DISTURBED BY CONSTRUCTION
SHALL HAVE TOPSOIL (6" DEPTH), GRADED, SEEDED,
AND HYDRO-MULCHED.
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DOOR ELEV. 897.90
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DOORS ELEV. 897.78
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DOOR ELEV. 897.76
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DOOR ELEV. 899.22
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OVERHEAD DOOR ELEV. 900.48
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FOR
FOR
D
HOSPITAL
TEMPORARY SECURITY FENCE
FIELD VERIFY LOCATION
X
X X
X X
X
X
X X
X
X
TEMPORARY ABOVE
GROUND TANK
(SEE MECH. FOR
DETAILS)
TEMPORARY JERSEY
BARRIERS FOR
ABOVE GROUND
TANK PROTECTION
(FIELD VERIFY)
REPLACE SIDEWALK
CONTRACTOR SHALL PROVIDE ALL SHORING AND
BRACING TO PROTECT ADJACENT FACILITIES AND
UTILITIES. CONTRACTOR SHALL PREPARE AND
PROVIDE ALL ENGINEERED DRAWINGS AND EXCAVATION
FOR APPROVAL BY THE VA AND CONSULTANT.
D
BLDG 10
BOILER PLANT
BLDG 50
COLD STORAGE
X
X X
X
TEMPORARY SECURITY FENCE
(FIELD VERIFY LOCATION)
XX
X X
X
X X X
TEMPORARY SECURITY FENCE
FIELD VERIFY LOCATION
REPLACE BOLLARDS
AND GATE AFTER
INSTALLATION OF TANK
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Fi le
P at h
/1 5/
1:
:0
AM
BID DOCUMENTS
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
PhaseDESIGNER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
Replace USTs and Leak Detection System Phase 2
437-24-101
Project Director
08/28/2025 AKE BRCRevisions: Date:
2101 ELM STREET, FARGO, ND 58102
100% BID DOCUMENTS
517 7TH STREET
RAPID CITY, SD 57701
PH: (605) 342-9470
POC: JARED LOTT
FFD PROJECT NO:
19.2481.M21
PROTECTION ENGINEERING CONSULTANTS (PEC)
100 CREEK ROAD, SUITE 102
DRIPPING SPRINGS, TX 78620
PH: (512) 380-1988
WESTERN WATER CONSULTANTS (WWC)
1275 MAPLE STREET, SUITE F
HELENA, MT 59601
PH: (406) 443-3962
MBN
503 7TH STREET, SUITE 200
FARGO, ND 58102
PH: (701) 478-6336
ENVIROS
220 RAMSEY STREET
HASTINGS, MN 55033
PH: (651) 319-0170
08-28-25 C4.0
PAVING PLAN
NEW 6" ASPHALT PAVEMENT
NEW 6" REINFORCED CONCRETE PAVEMENT
SYMBOL LEGEND:
1. CONTRACTOR SHALL LOCATE ALL UTILITIES PRIOR TO
CONSTRUCTION. NORTH DAKOTA ONE CALL WILL ONLY
LOCATE THEIR MAINS AND WILL NOT LOCATE PRIVATE
UTILITIES ON THIS SITE. THE VA IS NOT
RESPONSIBLE FOR LOCATING ANY ON SITE UTILITIES.
REFER TO CD102, CU101, AND SITE ELECTRICAL PLANS
FOR EXISTING/PROPOSED UTILITY LOCATIONS.
2. CONTRACTOR SHALL FIELD VERIFY LOCATION AND
ELEVATION OF ALL EXISTING/PROPOSED UTILITY
CROSSINGS, AND WHERE EXISTING UTILITIES CONNECT
INTO NEW UTILITY MAINS.
3. ALL PAVEMENT MARKED FOR DEMOLITION SHALL BE FULL
DEPTH SAW CUT PRIOR TO REMOVAL.
4. CONTRACTOR SHALL KEEP ACCESS OPEN TO ALL
EXISTING DOORS, FIRE EXITS, AND LOADING DOCKS
DURING ALL PHASES OF CONSTRUCTION. IF TEMPORARY
CLOSURES ARE REQUIRED, COORDINATE WITH VHA
ADMINISTRATION A MINIMUM OF 3 WEEKS IN ADVANCE.
5. CONTRACTOR IS REQUIRED TO MAINTAIN ONE DRIVING
LANE OPEN AT ALL TIMES BETWEEN THE WORK SITE AND
THE STAGING AREA. REFER TO SHEET G-0.02
6. CONTRACTOR IS RESPONSIBLE FOR GENERAL TRAFFIC
CONTROL TO KEEP VEHICLES AND PEDESTRIANS MOVING
OUTSIDE OF THE PROJECT SITE. CONTRACTOR SHALL
PROVIDE ADEQUATE SIGNS AND STAFF TO DIRECT FOR
PUBLIC SAFETY AND TRAFFIC CONTROL. TEMPORARY
FENCING AND COORDINATION WILL BE THE
RESPONSIBILITY OF THE CONTRACTOR. CONTRACTOR
SHALL COORDINATE ANY RESTRICTIONS WITH THE VA
ADMINISTRATION. CONTRACTOR WILL BE REQUIRED TO
PROVIDE A DETAILED PHASING PLAN THAT OUTLINES
TEMPORARY FENCING/TRAFFIC CONTROL FOR EACH PHASE
OF CONSTRUCTION. REFER TO G1004 PHASING PLAN.
7. ALL GRASSED AREAS DISTURBED BY CONSTRUCTION
SHALL HAVE TOPSOIL (6" DEPTH), GRADED, SEEDED,
AND HYDRO-MULCHED.
PLAN NOTES:
S
E
N
W
SCALE: 1 INCH = 20 FEET
20100 40 UST #1, #2, #3, & #4 PAVING
UST #8 PAVING
EXISTING PROPERTY LINE
EXISTING STORM MANHOLE
EXISTING SANITARY MANHOLE
EXISTING WATER GATE VALVE
EXISTING HYDRANT/BENCHMARK
EXISTING LIGHT POLE
EXISTING ELECTRICAL MANHOLE
EXISTING BOLLARD
EXISTING DOWNSPOUT
EXISTING DECIDUOUS TREE/SHRUB
EXISTING WATER MANHOLE
EXISTING COMMUNICATIONS VAULT
EXISTING TRANSFORMER
EXISTING ELECTRICAL PEDESTAL
EXISTING CLEANOUT
EXISTING GAS METER
EXISTING SIGN
EXISTING STORM INLET
EXISTING FENCE
EXISTING HANDRAIL
EXISTING RETAINING WALL
TEMPORARY SECURITY FENCEX
BENCHMARKS:
BM-1: TOP NUT OF HYDRANT LOCATED EAST OF THE HOSPITAL AND
NORTH OF THE LOADING DOCK, +/-50' EAST OF UST #8.
ELEVATION = 893.98 (NAVD88)
BM-2: TOP NUT OF HYDRANT LOCATED SOUTH OF BUILDING #10 &
WEST OF UST #4, +/-10' SOUTH OF BUILDING #10.
ELEVATION = 901.04 (NAVD88)
NEW TEMPORARY JERSEY BARRIER
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-1
-1
4"
8"
SAWED JOINT FACE
RECESS SEALANT
1/4"-3/8"
BELOW PAVEMENT
1/4"-3/8" MIN.
SEALANT DEPTH
1/2" ROD BACK-UP
MATERIAL
8 TYPE 'C' DETAIL
C5.0 NOT-TO-SCALE
D
D
#4 x 30" DEF.
BARS @ 24" O.C.
5 TYPE 'C' TIED CONSTRUCTION JOINT DETAIL
C5.0 NOT-TO-SCALE
-1
8"
-1
8"
1/2" ROD BACK-UP MATERIAL
SAWED JOINT FACE
RECESS SEALANT 1/4"-3/8"
BELOW PAVEMENT
INITIAL SAWCUT (REFER TO
DIMENSION TABLE) 6"-10"
THICK PCC = T/4
1/4"-3/8" MIN.
SEALANT DEPTH
7 TYPE 'H' DETAIL
C8.1 NOT-TO-SCALE
D
4 TYPE 'H' CONSTRUCTION JOINT DETAIL
C5.0 NOT-TO-SCALE
2 INLET PROTECTION DETAIL (PAVEMENT)
C5.0 NOT-TO-SCALE
- REMOVE THE INLET GRATE
- INSERT THE DEVICE INTO THE CASTING FRAME
- INSTALL GRATE INTO CASTING FRAME OVER TOP OF DEVICE
MAINTENANCE:
INSTALLATION:
CURB & GUTTER
DEFLECTOR
PLATE
10" FILTER ASSEMBLY WITH
HIGH FLOW FABRIC - MIRAFI
FF101 OR APPROVED EQUAL.
OVERFLOW SHALL BE LOCATED
ON TOP OF FILTER
ASSEMBLY.
ALLOW FOR OVERFLOW
ABOVE DEFLECTOR PLATE
- CHECK REGULARLY & AFTER RAIN EVENTS. IF THE DEVICE
IS FILLED WITH 1/3 OF ITS CAPACITY WITH SEDIMENT,
EMPTY THE DEVICE.
- REMOVE DEBRIS AROUND THE INLET GRATE PRIOR TO
REMOVING DEVICE
OVERFLOW 1 - CENTER OF FILTER ASSEMBLY
OVERFLOW 2 - TOP OF CURB BOX
4" MAX
12" MIN
4" MAX
12" MIN
ROPE TIE
ROPE TIE
FIBER ROLL
1 BIOROLL DETAIL
C5.0 NOT-TO-SCALE
SLOPE VARIES
2" X 2"
WOOD STAKES WOOD
STAKES
FIBER ROLL
9" MINSLOPE
VARIES
2" X 2" WOOD
STAKES OR PINS MAX
4.0' SPACING
4.0 ' M
AX
FIBER ROLLS 4.0
' M
AX
4.0 ' M
AX
4.0
' M
AX
NOTE:
VERTICAL SPACING
MEASURED ALONG THE
FACE OF THE SLOPE
VARIES BETWEEN
10.0 FT & 100.0 FT
INSTALL FIBER ROLL
ALONG A LEVEL CONTOUR
INSTALL A FIBER ROLL NEAR
SLOPE WHERE IT TRANSITIONS
INTO A STEEPER SLOPE
FIBER ROLL 9" MIN
3 CONCRETE ABUTTING BUILDING DETAIL
C5.0 NOT-TO-SCALE
V A R I E S
NEW PAVEMENT
(SEE PLANS)
1/2" NON-EXTRUDING
PRE-MOLDED COMPRESSIBLE
MATERIAL
FACE OF
BUILDING
EXISTING/OR NEW
FOUNDATION WALL
(SEE STRUCTURAL
PLANS FOR DETAILS)
LOW MODULUS SILICONE SEALANT
12" SCARIFY &
RECOMPACT SUBGRADE
TO 95% STANDARD
PROCTOR DENSITY
GEOTEXTILE FABRIC
6" NDDOT CLASS 5 OR
APPROVED EQUAL
NDDOT TYPE R1
SAW CUT
6 CONCRETE PAVEMENT DETAIL
C5.0 NOT-TO-SCALE
#4 BARS @ 18" O.C. E.W.
2" WEARING COURSE
4" BASE COURSE
6" ND CLASS 5
AGGREGATE BASE
12" SCARIFY &
RECOMPACT SUBGRADE
TO 95% STANDARD
PROCTOR DENSITY GEOTEXTILE FABRIC
6" ASPHALT PAVEMENT DETAIL
NOT-TO-SCALE
C5.0
NDDOT TYPE R1
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Fi le
P at h
/1 5/
1:
:0
AM
BID DOCUMENTS
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
PhaseDESIGNER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
Replace USTs and Leak Detection System Phase 2
437-24-101
Project Director
08/28/2025 AKE BRCRevisions: Date:
2101 ELM STREET, FARGO, ND 58102
100% BID DOCUMENTS
517 7TH STREET
RAPID CITY, SD 57701
PH: (605) 342-9470
POC: JARED LOTT
FFD PROJECT NO:
19.2481.M21
PROTECTION ENGINEERING CONSULTANTS (PEC)
100 CREEK ROAD, SUITE 102
DRIPPING SPRINGS, TX 78620
PH: (512) 380-1988
WESTERN WATER CONSULTANTS (WWC)
1275 MAPLE STREET, SUITE F
HELENA, MT 59601
PH: (406) 443-3962
MBN
503 7TH STREET, SUITE 200
FARGO, ND 58102
PH: (701) 478-6336
ENVIROS
220 RAMSEY STREET
HASTINGS, MN 55033
PH: (651) 319-0170
08-28-25 C5.0
DETAILS
REMOVE EXISTING SIDEWALK
FOR NEW UST PIPING AND
RETAINING WALL
REMOVE EXISTING KEYSTONE RETAINING
WALL AND HANDRAIL. RETAIN EXISTING
HANDRAIL FOR REINSTALLATION. RETAIN
UNDAMAGED KEYSTONES FOR REUSE
WITH RECONSTRUCTION OF LOADING
DOCK RETAINING WALL. REMOVE ANY
EXISTING FOOTING SYSTEM IF PRESENT.
REMOVE EXISTING KEYSTONE
RETAINING WALL SECTION. RETAIN
UNDAMAGED KEYSTONES FOR
RECONSTRUCTION OF LOADING DOCK
KEYSTONE RETAINING WALL. REMOVE
ANY EXISTING FOOTING SYSTEM IF
PRESENT.
REMOVE EXISTING LOADING DOCK
KEYSTONE RETAINING WALL AND
HANDRAIL. RETAIN EXISTING
KEYSTONE BLOCKS IF UNDAMAGED
FOR REUSE IN RECONSTRUCTION OF
RETAINING WALL. RETAIN EXISTING
HANDRAIL FOR REINSTALLATION.
REMOVE ANY EXISTING FOOTING
SYSTEM IF PRESENT.
EXCAVATE AS NEEDED
FOR KEYSTONE WALL
RECONSTRUCTION
S-1.00
S-1.00
N
RE
D
RI
VE
R
OF
TH
E
NO
RT
H
BOTTOM O
F D
IKE SLO
PE
TOP O
F EARTHEN DIKE
TO
P
O F
EA
R
TH
EN
D
IK
E
BO
TT
O M
O F
D
IK
E
SL
O
PE
30W 30E
12 13
CITY
LIFT
STATION
(STORM
SEWER)
POUR NEW CONCRETE SIDEWALK RAMP,
MIN 5" THICK. REINFORCE W/ #4 REBAR
GRID, 12" O.C CENTERED IN SLAB.
MATCH EXISTING ELEVATION & RAMP
GRADE. BROOM FINISH REQUIRED.
NEW 8" CAST IN PLACE CONCRETE WALL.
MATCH EXISTING HEIGHT AND GRADE.
REFER TO DETAIL #7 ON THIS SHEET
NEW 8" CAST IN PLACE CONCRETE
WALL. MATCH EXISTING
DIMENSIONS AND GRADE. REFER
TO DETAIL #6 ON THIS SHEET
RECONSTRUCT LOADING DOCK
RETAINING WALL AS PER
MANUFACTURER'S
RECOMMENDATIONS. MATCH
EXISTING ELEVATION AND GRADE.
REUSE UNDAMAGED KEYSTONE
BLOCKS. NEW KEYSTONE BLOCKS TO
MATCH EXISTING. REFER TO DETAIL
#5 ON THIS SHEET.
BACKFILL ANY EXCAVATION TO
MATCH EXISTING GRADE AND
LANDSCAPING
S-1.00
S-1.00
S-1.00
PIN NEW CONCRETE SLAB TO EXISTING
CONCRETE WALL 24" O.C W/ #4 REBAR WITH
EPOXY EMBEDMENT. 8" DEEP MIN. IN EXISTING
WALL, 8" DEEP MIN. IN NEW SLAB. GRADE NEW
CONCRETE SLAB AWAY FROM BUILDING
8" STOOP WALL DOWN TO FROST DEPTH
PROVIDE 1/2" ISOLATION
JOINT & SEALANT AGAINST
EXISTING BUILDING AND
NEW CIP CONCRETE WALL
RECONSTRUCT EXISTING KEYSTONE LOADING
DOCK RETAINING WALL AS PER MANUFACTURER'S
RECOMMENDATIONS. REUSE EXISTING
UNDAMAGED KEYSTONE BLOCKS, REPLACE
BROKEN KEYSTONE BLOCKS AS NEEDED TO MATCH
EXISTING. MATCH EXISTING HEIGHT AND GRADE.
LOADING DOCK
RE-MOUNT EXISTING GUARDRAIL ON NEW 6"x6", 16"
DEEP CAST IN PLACE CONCRETE PIERS. PIN NEW
CONCRETE PIERS TO NEWLY PLACED KEYSTONE
BLOCK WALL 12" O.C W/ #4 REBAR WITH EPOXY
EMBEDMENT. 4" DEEP MIN. IN KEYSTONE BLOCK, 4"
DEEP MIN. IN NEW WALL.
FINSIHED
GRASS/GRAVEL GRADE
GRASS/GRAVEL
EARTH
12"x12" CLEAN ROCK BEHIND WALL TO ALL
DRAINAGE TO FILTER FABRIC AND PVC DRAIN TILE
FILTER FABRIC AROUND 12"x12"
AREA OF CLEAN ROCK MATERIAL
4"Ø PERFORATED PVC DRAIN TILE W/ 2" WEEPS @ 20'
O.C. PROVIDE RODENT SCREENS AT END OF WEEPS
3' W (MIN) LEVELING PAD OF
CLEAN ROCK OR ENGINEERED
FREE-DRAIN FILL BELOW THE
RETAINING WALL STRUCTURE
8" CONCRETE RETAINING
WALL W/ #4 HORIZONTAL & #5
VERTICAL REBAR GRID AT 12"
O.C THROUGHOUT. MATCH
EXISTING HEIGHT AND GRADE.
LOADING DOCK
SHORTEN END OF EXISTING GUARDRAIL AND
RE-MOUNT TO TOP OF NEW CONCRETE WALL.
SHORTEN BY CUTTING, WELDING, AND THEN
PRIME/PAINT END SECTION OF GUARDRAIL TO
MATCH EXISTING (BROWN COLOR)
OUTLINE OF RECONSTRUCTED
KEYSTONE LOADING DOCK RETAINING
WALL. PIN NEWLY PLACED KEYSTONE
BLOCK WALL TO NEW CONCRETE WALL
12" O.C W/ #4 REBAR WITH EPOXY
EMBEDMENT. 8" DEEP MIN. IN KEYSTONE
BLOCK, 8" DEEP MIN. IN NEW WALL.
BEVEL OUTSIDE CORNER 1"
WIDE AT 45 DEGREES
EXISTING EXTERIOR
CONCRETE WALL OF BE-98
PIN NEW CONCRETE WALL TO
EXISTING CONCRETE WALL 12"
O.C W/ #4 REBAR WITH EPOXY
EMBEDMENT. 8" DEEP MIN. IN
EXISTING WALL, 8" DEEP MIN.
IN NEW WALL
#5 VERTICAL REBAR DOWELS
@ 12"O.C W/ 12" HOOK IN
FOOTING
12" MIN.
3" CLEAR
1'-0" D x 3'-0" W x 4'-6" CONCRETE FOOTING W/ (x5) #5
REBAR EACH WAY @ BOTTOM
EXTERIOR GRADE
REINSTALL EXISTING HANDRAIL
ON TOP OF NEW CONCRETE
WALL
BEVEL OUTSIDE CORNER 1"
WIDE AT 45 DEGREES
EXISTING EXTERIOR
CONCRETE WALL OF BE-98
PIN NEW CONCRETE WALL TO
EXISTING CONCRETE WALL 12"
O.C W/ #4 REBAR WITH EPOXY
EMBEDMENT. 8" DEEP MIN. IN
EXISTING WALL, 8" DEEP MIN.
IN NEW WALL
3" CLEAR
1'-0" D x 3'-0" W x CONT.
CONCRETE FOOTING W/ (x3) #5
REBAR CONT. @ BOTTOM
8" CONCRETE RETAINING
WALL W/ #4 HORIZONTAL & #5
VERTICAL REBAR GRID AT 12"
O.C THROUGHOUT. MATCH
EXISTING HEIGHT AND GRADE.
8" MIN.
#5 VERTICAL REBAR DOWELS
@ 12"O.C W/ 12" HOOK IN
FOOTING
GENERAL WORK NOTES
· WALL RECONSTRUCTION WORK ON THIS SHEET IS TO BE
CONSIDERED AS PRIMARY WORK RELATED TO THIS PROJECT.
· IF THE CONTRACTOR AND THE VA AGREE TO OTHER
METHODS OF REPAIR FOR THE WALL THAT ACCOMMODATES
EXCAVATION AND INSTALLATION OF UST 8, WITH THE SAME
RESULTS AND QUALITY AS WORK SHOWN ON THIS PLAN, THE
VA IS TO INITIATE/CONCUR FOR ALLOWANCE FOR LESSER
EFFORT.
08/28/2025
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Fi le
P at h
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1:
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AM
BID DOCUMENTSOffice of Construction and Facilities Management
U.S.…
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