0004 - 596-22-700 Drawings 02_Civil Revisions.pdf
PDF 20 MB Posted
- Solicitation number
- 36C77625B0040
About this file
These documents are bid documents for the EHRM Infrastructure Upgrades project at the Lexington VA Health Care facility located at 2250 Leestown Road in Lexington, Kentucky. The project involves infrastructure improvements across multiple site plans, with a focus on erosion control, utility modifications, and site demolition. The bid documents include detailed site and demolition plans, erosion control plans, and technical details for implementing construction best practices.
Key elements include installing new fiber optic communications infrastructure, managing site disturbance (approximately 0.14 acres), implementing erosion control measures like silt fencing and inlet protection, and coordinating utility work around existing underground infrastructure. The project requires careful root pruning, temporary construction access management, and adherence to specific seeding and landscaping requirements. The documents are dated March 15, 2024, with an addendum on August 14, 2025, and involve multiple consultants including Spur Design LLC as the architect and Olsson as the civil engineer. The project is fully sprinklered and follows Veterans Health Administration specifications.
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40.36' 40.36'
5.47'5.45'
6.01'
6.01'
6.01'
2 6.01'
6.01' 6.33'
6.37'
17.19'
6.01' 16.95'
6.05'
EXISTING TREES AND LANDSCAPE BED TO BE REMOVED
FOR INSTALLATION OF PROPOSED GENERATOR.
COORDINATE WITH STRUCTURAL AND ELECTRICAL
PLANS AND DETAILS FOR NEW GENERATOR, PAD, AND
ENCLOSURE REQUIREMENTS.
8.39'
8.10'
4.94'4.28'
SCALE IN FEET
40' 80'20'0'
SITE AND DEMOLITION PLAN 1
AMA 258CRW03/15/2024
596-22-700
EHRM INFRASTRUCTURE
UPGRADES LEXINGTON, KY
LEXINGTON VA HEALTH CARE
2250 LEESTOWN RD
LEXINGTON, KY 40511
BID DOCUMENTS
A
B
C
D
E
F
Veterans Health
Administration
VA FORM 08-6231
Drawing Title Project Title
Location
Date Checked Drawn
Project NumberCONSULTANTS:
Drawing # OF
VA Health Care System Approval:
ARCHITECT:
SPUR DESIGN, LLC
312 SW 25TH STREET
Oklahoma City, OK 73109
(405) 842-6100
ARCH: SETH CAVIN, LICENSE #8468 EXP. 06/30/2024
ENGR: SPUR DESIGN, LLC COA #5197 EXP. 12/31/2025
CIVIL ENGINEER
OLSSON
550 ST LOUIS ST,
SPRINGFIELD, MO 65806
(417) 885-1736
MECH / ELEC / PLUMB ENG.
SPUR DESIGN
2519 MADISON AVE, SUITE 100
KANSAS CITY, MO 64108
(913) 369-7200
The information on this document is preliminary or incomplete, not for construction, recording purposes, or implementation.FIRE PROTECTION ENGINEER
FULLY SPRINKLERED
INDUSTRIAL HYGENIST
RIVERFRONT SAFETY & HEALTH
1139 OLIVE ST, SUITE 300
ST. LOUIS, MO 63101
(713) 864-2900
TELECOMMUNICATIONS
ASPEN COMMUNICATIONS, LLC
7 KIJI-DAVA CIRCLE, SUITE A
PRESCOTT, AZ 86301
(928) 774-0992
PHYSICAL SECURITY
FORCE PROTECT
10901 FRONT BEACH RD, #1415
PANAMA CITY BEACH, FL 32407
(502) 836-4232
1 2 3 4 5 6 7 8 9
1 2 3 4 5 6 7 8 9
A
B
C
D
E
F
STAMP:
Drawing Number
Building Number
RATED ENGINEERING
609 S. KELLY AVE., SUITE H2
EDMOND, OK 73003
(405) 856-2965
STRUCTURAL
STAND
8234 ROBINSON
OVERLAND PARK, KS 66204
(913) 214-2169
SPUR #: 2207
No. REVISION DESCRIPTION DATE www.olsson.comTEL 417.890.8802
550 St. Louis St.
Springfield, MO 65806 Olsson # 022-01580
Olsson, Inc. Engineering KY State Cert. of Authority 3203
8/
/2
:3
AM
GS003
M
AT
C H
L
IN
E
SE
E
SH
EE
T
G S0
1. OLSSON DID NOT PERFORM ANY BOUNDARY OR TOPOGRAPHIC SURVEY. ALL
EXISTING SURVEY INFORMATION WAS PROVIDED BY THE VA.
2. BUILDING SITE IMPROVEMENTS HAVE BEEN CONSTRUCTED AFTER THE
COMPLETION OF THE VA PROVIDED SURVEY. CONTRACTOR SHALL BE
RESPONSIBLE TO SURVEY ANY SITE FEATURES THAT DIFFER FROM THOSE SHOWN
ON THESE PLANS.
3. CONTRACTOR SHALL BE REQUIRED TO USE A PRIVATE LOCATOR SERVICE TO
VALIDATE THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES.
GENERAL NOTES:
1. WHERE OPEN CUTTING OF PAVEMENT IS REQUIRED FOR INSTALLATION OF UTILITIES,
CONTRACTOR SHALL REPLACE PAVEMENT TO MATCH EXISTING MATERIALS & DEPTHS.
NEW PAVEMENT SHALL BE FLUSH WITH EXISTING PAVEMENT SURFACES. ANY EXISTING
STRIPING SHALL BE RE-PAINTED AS NEEDED TO MATCH EXISTING STRIPING MARKINGS.
2. CONTRACTOR SHALL SALVAGE AND REPLACE ANY SITE SIGNS, FIXTURES, ETC. AS
NEEDED TO COMPLETE THE INSTALLATION OF UTILITIES SHOWN ON THESE PLANS.
3. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL PLANS TO BE APPROVED BY THE VA. A
14 DAY NOTICE SHALL BE GIVEN TO THE VA PRIOR TO IMPLEMENTING ANY TRAFFIC
CONTROL.
4. WHERE FIBER CONDUIT ENTERS/EXITS CONCRETE TUNNEL OR BUILDINGS,
CONTRACTOR SHALL CORE THROUGH FOUNDATION FOR CONTINUATION OF ROUTING.
5. NO IMPROVEMENTS REQUIRING WORK ACROSS ROADS OR PARKING LOTS SHALL BE
DONE ON WEEKDAYS. THIS WORK SHALL BE STARTED AND COMPLETED ON WEEKENDS
ONLY. COORDINATE CONSTRUCTION SCHEDULE WITH THE VA PRIOR TO STARTING
WORK.
6. ALL EXISTING DUCT BANKS SHALL REMAIN IN PLACE. COORDINATE WITH TECHNOLOGY
PLANS FOR EXISTING CONDUITS TO RECEIVE NEW FIBER ROUTING. COORDINATE WITH
THE VA FOR ANY EXISTING CONDUIT OR PORTION OF CONDUIT TO BE ABANDONED IN
PLACE.
10 CONTRACTOR SHALL KEEP AT LEASE ONE LANE OF TRAFFIC OPEN AT ALL TIMES DURING
CONSTRUCTION.
9 PROTECT EXIST. STRUCTURE IN PLACE. CONTRACTOR SHALL COORD. WITH OWNER FOR
UTILITY RELOCATION AS NECESSARY.
8 REMOVE AND REPLACE EXISTING BUSH(ES) IN ORIGINAL LOCATION, TYP. CONTRACTOR
SHALL COORD. W/ VA FOR PLANT SPECIES TO BE REPLACED.
CONTRACTOR SHALL SAWCUT & REMOVE ASPHALT OR CONCRETE
PAVEMENT AS NECESSARY TO PROVIDE A SMOOTH EDGE BETWEEN
NEW & EXISTING PAVEMENT. EXTENTS OF REMOVAL SHALL
ACCOMMODATE NEW CONSTRUCTION SHOWN ON THESE PLANS.
5 REESTABLISH TURF WITHIN LIMITS OF DISTURBANCE.
KEYNOTES:
REMOVE AND REPLACE EXISTING CONCRETE CURB/ CURB AND GUTTER. PROPOSED CURB
TO MATCH EXIST. SECTION MATERIALS & DEPTHS AND HAVE A SMOOTH TRANSITION TO
EXIST. CURB SURFACES.
CONTRACTOR SHALL USE CAUTION WHILE WORKING AROUND OR CROSSING EXISTING
UTILITY. CONTRACTOR SHALL VERIFY EXISTING UTILITY LOCATIONS AND CONFLICTS
PRIOR TO BEGINNING OF CONSTRUCTION. NOTIFY ENGINEER OF ANY CONDITIONS
THAT MAY AFFECT THE MINIMUM DESIGN REQUIREMENTS SHOWN ON THESE PLANS.
REMOVE AND REPLACE EXIST. ASPHALT/CONCRETE PAVEMENT.
PROPOSED PAVEMENT TO MATCH EXIST. SECTION MATERIALS &
DEPTHS AND SHALL BE FLUSH WITH EXIST. PAVEMENT SURFACES. ANY
EXIST. STRIPING SHALL BE RE-PAINTED AS NEEDED TO MATCH EXIST.
STRIPING MARKINGS. (SEE DETAIL SHEET GS017)
REMOVE AND REPLACE EXIST. CONCRETE SIDEWALK. PROPOSED
SIDEWALK TO MATCH EXIST. SECTION MATERIALS, DEPTHS, &
ELEVATIONS AND SHALL BE FLUSH WITH EXIST. PAVEMENT SURFACES
(UNLESS OTHERWISE NOTED). ANY EXIST STRIPING SHALL BE
RE-PAINTED AS NEEDED TO MATCH EXIST. STRIPING MARKINGS. (SEE
DETAIL SHEET GS017) *SIDEWALK REMOVAL SHALL BE TO THE
NEAREST JOINT
CONTRACTOR SHALL PROVIDE 7' TALL CHAIN LINK CONSTRUCTION FENCING AROUND
PERIMETER OF CONSTRUCTION EXTENTS. CONTRACTOR SHALL SUBMIT SHOP
DRAWINGS TO VA FOR APPROVAL PRIOR TO INSTALLATION OF FENCING.
Wx Wx Wx Wx
PROPERTY LINE
UTILITY EASEMENT
LEGEND
PROP. UNDERGROUND COMMUNICATION COMM COMM
PROP. COMMUNICATION HANDHOLE
EXIST. UNDERGROUND FIBERFO FO FO
EXIST. UNDERGROUND COMMUNICATION COM COM COM COM
COMM
PROP. COMMUNICATION INSIDE TRAMWAY COMM COMM
EXIST. WATER LINE
W-D W-D W-D W-D W-D W-D EXIST. WATER LINE QUALITY LEVEL D
cw EXIST. CHILLED WATER LINE stm EXIST. STEAM LINE
Gx Gx Gx Gx EXIST. GAS LINE
G-D G-D G-D G-D G-D G-D EXIST. GAS LINE QUALITY LEVEL D
SSx SSx SSx EXIST. SANITARY SEWER fm EXIST. FORCE MAIN
SDx SDx SDx EXIST. STORM PIPE
UGT UGT EXIST. UNDERGROUND TELEPHONE LINE
OHT EXIST. OVERHEAD TELEPHONE LINE
unk EXIST. UNKNOWN UTILITY
F F F EXIST. FIRE ALARM LINE
EUx EUx EXIST. UNDERGROUND POWER LINE
Ex Ex EXIST. OVERHEAD POWER LINE
BUILDING # IN SCOPE
BUILDING # NOT IN SCOPE
BUILDING IN SCOPE
BUILDING NOT IN SCOPE
PROP. CONSTRUCTION FENCING
NEW FIBER TO EXISTING BUILDING
SURVEY NOTES:
1 ADDENDUM #1 08/14/2025
8/15/2025
MULTICORELINK:C_SIT02_02201580-GS004 SITE AND DEMOLITION PLAN 2
MULTICORELINK:C_SIT02_02201580-GS004 SITE AND DEMOLITION PLAN 2
MULTICORELINK:C_SIT02_02201580-GS004 SITE AND DEMOLITION PLAN 2
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Wx Wx Wx
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Wx Wx Wx
Wx
Wx
Wx
W x
W x
W x
W x
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UGT
UGT UGT UGT UGT UGT
UGT
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W -D
W -D
W -D
W -D
W-D W-D
W-D W-D
W-D W-D W-D W-D W-D W-D W-D W-D W-D W-D W-D W-D W-D W-D W-D W-D W-D W-D W-D
W -D
W -D
W -D
W -D
W -D
W -D
W -D
W -D
W -D
W -D
W -D
W -D
W -D
W -D
W -D
W -D
W-D stm
6" vcp 6" vcp
4" v cp
4" vcp
6" v cp
6" vcp
6" vcp
" c pp
" v cp
12" cpp
" v cp
12" vcp
" v cp
" v cp
" c pp
24" cpp
4" v cp
4" p vc 6" p vc
6" ci
6" ci
6" ci
6" c i
6" pvc
" v cp
12" rcp 8" vcp
6" ci
4" cpp
" v cp
12" vcp
8" ci
6" di
6" di
15" ci
8" ci
4" c i
12" p vc
12" p vc
6" ci 10" pvc
" c i
15" ci
" c i
8" p vc
15" cpp
6" pvc
" c pp
21" ci
4" hdpe6" pv c
8" d i
SD
x
SD
x
SSx
SSx
SSx
SDx
SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx
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SDx
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x
SD
x
SD
x
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x
SD
x
SD
x
SD
x
SD
x
SD
x
SD
x
SD
x
SD
x
SD
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SD
x
SD
x
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x
SD
x
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SDx
SD x
SD x
SDx
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SD
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SD
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SD
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SDx SDx SDx SDx SDx SDx
SDxSDx
H Y
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H Y
D
W
12" vc p??
COMM
26.67'
R=9.87' L=6.41'
24.29'
13.61'
6.01'
13.66'
R=139.67' L=20.43'
6.24'
6.32'
R=139.19' L=19.68'5
4.48'
6.05'
14.31'
.1
9'
.9
2' 6.09'
6.07'
4.07'6.21'
7.35' 39.79'
20.47'
6.79'
24.34'
SCALE IN FEET
30' 60'15'0'
SITE AND DEMOLITION PLAN 2
AMA 258CRW03/15/2024
596-22-700
EHRM INFRASTRUCTURE
UPGRADES LEXINGTON, KY
LEXINGTON VA HEALTH CARE
2250 LEESTOWN RD
LEXINGTON, KY 40511
BID DOCUMENTS
A
B
C
D
E
F
Veterans Health
Administration
VA FORM 08-6231
Drawing Title Project Title
Location
Date Checked Drawn
Project NumberCONSULTANTS:
Drawing # OF
VA Health Care System Approval:
ARCHITECT:
SPUR DESIGN, LLC
312 SW 25TH STREET
Oklahoma City, OK 73109
(405) 842-6100
ARCH: SETH CAVIN, LICENSE #8468 EXP. 06/30/2024
ENGR: SPUR DESIGN, LLC COA #5197 EXP. 12/31/2025
CIVIL ENGINEER
OLSSON
550 ST LOUIS ST,
SPRINGFIELD, MO 65806
(417) 885-1736
MECH / ELEC / PLUMB ENG.
SPUR DESIGN
2519 MADISON AVE, SUITE 100
KANSAS CITY, MO 64108
(913) 369-7200
The information on this document is preliminary or incomplete, not for construction, recording purposes, or implementation.FIRE PROTECTION ENGINEER
FULLY SPRINKLERED
INDUSTRIAL HYGENIST
RIVERFRONT SAFETY & HEALTH
1139 OLIVE ST, SUITE 300
ST. LOUIS, MO 63101
(713) 864-2900
TELECOMMUNICATIONS
ASPEN COMMUNICATIONS, LLC
7 KIJI-DAVA CIRCLE, SUITE A
PRESCOTT, AZ 86301
(928) 774-0992
PHYSICAL SECURITY
FORCE PROTECT
10901 FRONT BEACH RD, #1415
PANAMA CITY BEACH, FL 32407
(502) 836-4232
1 2 3 4 5 6 7 8 9
1 2 3 4 5 6 7 8 9
A
B
C
D
E
F
STAMP:
Drawing Number
Building Number
RATED ENGINEERING
609 S. KELLY AVE., SUITE H2
EDMOND, OK 73003
(405) 856-2965
STRUCTURAL
STAND
8234 ROBINSON
OVERLAND PARK, KS 66204
(913) 214-2169
SPUR #: 2207
No. REVISION DESCRIPTION DATE www.olsson.comTEL 417.890.8802
550 St. Louis St.
Springfield, MO 65806 Olsson # 022-01580
Olsson, Inc. Engineering KY State Cert. of Authority 3203
8/
/2
:3
AM
GS004
M
AT
C H
L
IN
E
SE
E
SH
EE
T
G S0
10 CONTRACTOR SHALL KEEP AT LEASE ONE LANE OF TRAFFIC OPEN AT ALL TIMES DURING
CONSTRUCTION.
9 PROTECT EXIST. STRUCTURE IN PLACE. CONTRACTOR SHALL COORD. WITH OWNER FOR
UTILITY RELOCATION AS NECESSARY.
8 REMOVE AND REPLACE EXISTING BUSH(ES) IN ORIGINAL LOCATION, TYP. CONTRACTOR
SHALL COORD. W/ VA FOR PLANT SPECIES TO BE REPLACED.
CONTRACTOR SHALL SAWCUT & REMOVE ASPHALT OR CONCRETE
PAVEMENT AS NECESSARY TO PROVIDE A SMOOTH EDGE BETWEEN
NEW & EXISTING PAVEMENT. EXTENTS OF REMOVAL SHALL
ACCOMMODATE NEW CONSTRUCTION SHOWN ON THESE PLANS.
5 REESTABLISH TURF WITHIN LIMITS OF DISTURBANCE.
KEYNOTES:
REMOVE AND REPLACE EXISTING CONCRETE CURB/ CURB AND GUTTER. PROPOSED CURB
TO MATCH EXIST. SECTION MATERIALS & DEPTHS AND HAVE A SMOOTH TRANSITION TO
EXIST. CURB SURFACES.
CONTRACTOR SHALL USE CAUTION WHILE WORKING AROUND OR CROSSING EXISTING
UTILITY. CONTRACTOR SHALL VERIFY EXISTING UTILITY LOCATIONS AND CONFLICTS
PRIOR TO BEGINNING OF CONSTRUCTION. NOTIFY ENGINEER OF ANY CONDITIONS
THAT MAY AFFECT THE MINIMUM DESIGN REQUIREMENTS SHOWN ON THESE PLANS.
REMOVE AND REPLACE EXIST. ASPHALT/CONCRETE PAVEMENT.
PROPOSED PAVEMENT TO MATCH EXIST. SECTION MATERIALS &
DEPTHS AND SHALL BE FLUSH WITH EXIST. PAVEMENT SURFACES. ANY
EXIST. STRIPING SHALL BE RE-PAINTED AS NEEDED TO MATCH EXIST.
STRIPING MARKINGS. (SEE DETAIL SHEET GS017)
REMOVE AND REPLACE EXIST. CONCRETE SIDEWALK. PROPOSED
SIDEWALK TO MATCH EXIST. SECTION MATERIALS, DEPTHS, &
ELEVATIONS AND SHALL BE FLUSH WITH EXIST. PAVEMENT SURFACES
(UNLESS OTHERWISE NOTED). ANY EXIST STRIPING SHALL BE
RE-PAINTED AS NEEDED TO MATCH EXIST. STRIPING MARKINGS. (SEE
DETAIL SHEET GS017) *SIDEWALK REMOVAL SHALL BE TO THE
NEAREST JOINT
CONTRACTOR SHALL PROVIDE 7' TALL CHAIN LINK CONSTRUCTION FENCING AROUND
PERIMETER OF CONSTRUCTION EXTENTS. CONTRACTOR SHALL SUBMIT SHOP
DRAWINGS TO VA FOR APPROVAL PRIOR TO INSTALLATION OF FENCING.
Wx Wx Wx Wx
PROPERTY LINE
UTILITY EASEMENT
LEGEND
PROP. UNDERGROUND COMMUNICATION COMM COMM
PROP. COMMUNICATION HANDHOLE
EXIST. UNDERGROUND FIBERFO FO FO
EXIST. UNDERGROUND COMMUNICATION COM COM COM COM
COMM
PROP. COMMUNICATION INSIDE TRAMWAY COMM COMM
EXIST. WATER LINE
W-D W-D W-D W-D W-D W-D EXIST. WATER LINE QUALITY LEVEL D
cw EXIST. CHILLED WATER LINE stm EXIST. STEAM LINE
Gx Gx Gx Gx EXIST. GAS LINE
G-D G-D G-D G-D G-D G-D EXIST. GAS LINE QUALITY LEVEL D
SSx SSx SSx EXIST. SANITARY SEWER fm EXIST. FORCE MAIN
SDx SDx SDx EXIST. STORM PIPE
UGT UGT EXIST. UNDERGROUND TELEPHONE LINE
OHT EXIST. OVERHEAD TELEPHONE LINE
unk EXIST. UNKNOWN UTILITY
F F F EXIST. FIRE ALARM LINE
EUx EUx EXIST. UNDERGROUND POWER LINE
Ex Ex EXIST. OVERHEAD POWER LINE
BUILDING # IN SCOPE
BUILDING # NOT IN SCOPE
BUILDING IN SCOPE
BUILDING NOT IN SCOPE
PROP. CONSTRUCTION FENCING
NEW FIBER TO EXISTING BUILDING
1. OLSSON DID NOT PERFORM ANY BOUNDARY OR TOPOGRAPHIC SURVEY. ALL
EXISTING SURVEY INFORMATION WAS PROVIDED BY THE VA.
2. BUILDING SITE IMPROVEMENTS HAVE BEEN CONSTRUCTED AFTER THE
COMPLETION OF THE VA PROVIDED SURVEY. CONTRACTOR SHALL BE
RESPONSIBLE TO SURVEY ANY SITE FEATURES THAT DIFFER FROM THOSE SHOWN
ON THESE PLANS.
3. CONTRACTOR SHALL BE REQUIRED TO USE A PRIVATE LOCATOR SERVICE TO
VALIDATE THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES.
GENERAL NOTES:
1. WHERE OPEN CUTTING OF PAVEMENT IS REQUIRED FOR INSTALLATION OF UTILITIES,
CONTRACTOR SHALL REPLACE PAVEMENT TO MATCH EXISTING MATERIALS & DEPTHS.
NEW PAVEMENT SHALL BE FLUSH WITH EXISTING PAVEMENT SURFACES. ANY EXISTING
STRIPING SHALL BE RE-PAINTED AS NEEDED TO MATCH EXISTING STRIPING MARKINGS.
2. CONTRACTOR SHALL SALVAGE AND REPLACE ANY SITE SIGNS, FIXTURES, ETC. AS
NEEDED TO COMPLETE THE INSTALLATION OF UTILITIES SHOWN ON THESE PLANS.
3. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL PLANS TO BE APPROVED BY THE VA. A
14 DAY NOTICE SHALL BE GIVEN TO THE VA PRIOR TO IMPLEMENTING ANY TRAFFIC
CONTROL.
4. WHERE FIBER CONDUIT ENTERS/EXITS CONCRETE TUNNEL OR BUILDINGS,
CONTRACTOR SHALL CORE THROUGH FOUNDATION FOR CONTINUATION OF ROUTING.
5. NO IMPROVEMENTS REQUIRING WORK ACROSS ROADS OR PARKING LOTS SHALL BE
DONE ON WEEKDAYS. THIS WORK SHALL BE STARTED AND COMPLETED ON WEEKENDS
ONLY. COORDINATE CONSTRUCTION SCHEDULE WITH THE VA PRIOR TO STARTING
WORK.
6. ALL EXISTING DUCT BANKS SHALL REMAIN IN PLACE. COORDINATE WITH TECHNOLOGY
PLANS FOR EXISTING CONDUITS TO RECEIVE NEW FIBER ROUTING. COORDINATE WITH
THE VA FOR ANY EXISTING CONDUIT OR PORTION OF CONDUIT TO BE ABANDONED IN
PLACE.
SURVEY NOTES:
1 ADDENDUM #1 08/14/2025
8/15/2025
MULTICORELINK:C_SIT01_02201580-GS003 SITE AND DEMOLITION PLAN 1
MULTICORELINK:C_SIT01_02201580-GS003 SITE AND DEMOLITION PLAN 1
MULTICORELINK:C_SIT01_02201580-GS003 SITE AND DEMOLITION PLAN 1
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F F
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F F
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F F
F
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F
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W -D
W-D W-D W-D W-D W-D W-D W-D W-D W-D W-D W-D W-D W-D W-D W-D
W-D
W-D
W-D
W-D
W -D
W -D
W -D
W -D
W -D
W-D W-D W-D W-D W-D W-D W-D W-D W-D W-D W-D W-D
W-D W-D W-D W-D W-D
W -D
W -D
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W -D
W -D
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W -D
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W -D
W -D
W -D
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W -D
W -D
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W -D
W -D
W -D
W -D
W -D
W -D
W -D
W -D
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W -D
W -D
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W-D
W-D
W-D
W-D
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W -D
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W -D
W -D
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W -D
W -D
W -D
W -D
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W -D
W -D
W -D
W -D
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W -D
W -D
W -D
W -D
W -D
W -D
W-D
W-D
W-D
W -D
W -D
W -D
W -D
W-D
W-D W-D W-D W-D W-D W-D W-D W-D W-D W-D W-D W-D W-D W-D W-D
W-D st m st m st m st m st m st m
8" vcp
4" d i 4" d i
6" v cp
8" vcp
8" vcp 4" pvc
6" c i
4" c i
6" pvc
12" vcp
12" vcp
" v cp
" v cp
" v cp
8" vcp
8" vcp
" v cp
6" ci
6" vcp
4" c i
6" vcp
SSx SSx
SSx SSx
SSx SSx SSx
SDxSDxSDxSDxSDxSDxSDx
SDx
SDx
SDx
SDx
SDx
SD
x
SD
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SSx SSx SSx
SSx
SSx
SS
SSx
SSx
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SS
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SS
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SDx SDx
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SDx
SD
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SD
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SD
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SD
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SD
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SD
x
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x
SD
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SD
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SD
x
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x
SD
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SD
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SD
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SD
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SD
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SD
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SD
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SD
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H Y
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H Y
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H Y
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H Y
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C O
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C O
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C O
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C O
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C O
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C O
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COM
COM
COM
COM COM COM
COM
COM
COM
COM COM COM COM COM COM COM COM COM COM COM
COM
COM
COM
COM
COM
COM
COM
COM
COM
COMM
4.82'
5.91'
15.09'
6.10'
24.05'
6.71'
3.22'
.9
3'
.5
9'
6.54'
14.67' 18.09'
R=5.22' L=6.86'
6.00'
33.95'
34.42'
6.02' 40.25'
7.68' 6.73'
23.92'
6.13'
6.03'
40.28'
7 7
7.13'
SCALE IN FEET
30' 60'15'0'
SITE AND DEMOLITION PLAN 3
AMA 258CRW03/15/2024
596-22-700
EHRM INFRASTRUCTURE
UPGRADES LEXINGTON, KY
LEXINGTON VA HEALTH CARE
2250 LEESTOWN RD
LEXINGTON, KY 40511
BID DOCUMENTS
A
B
C
D
E
F
Veterans Health
Administration
VA FORM 08-6231
Drawing Title Project Title
Location
Date Checked Drawn
Project NumberCONSULTANTS:
Drawing # OF
VA Health Care System Approval:
ARCHITECT:
SPUR DESIGN, LLC
312 SW 25TH STREET
Oklahoma City, OK 73109
(405) 842-6100
ARCH: SETH CAVIN, LICENSE #8468 EXP. 06/30/2024
ENGR: SPUR DESIGN, LLC COA #5197 EXP. 12/31/2025
CIVIL ENGINEER
OLSSON
550 ST LOUIS ST,
SPRINGFIELD, MO 65806
(417) 885-1736
MECH / ELEC / PLUMB ENG.
SPUR DESIGN
2519 MADISON AVE, SUITE 100
KANSAS CITY, MO 64108
(913) 369-7200
The information on this document is preliminary or incomplete, not for construction, recording purposes, or implementation.FIRE PROTECTION ENGINEER
FULLY SPRINKLERED
INDUSTRIAL HYGENIST
RIVERFRONT SAFETY & HEALTH
1139 OLIVE ST, SUITE 300
ST. LOUIS, MO 63101
(713) 864-2900
TELECOMMUNICATIONS
ASPEN COMMUNICATIONS, LLC
7 KIJI-DAVA CIRCLE, SUITE A
PRESCOTT, AZ 86301
(928) 774-0992
PHYSICAL SECURITY
FORCE PROTECT
10901 FRONT BEACH RD, #1415
PANAMA CITY BEACH, FL 32407
(502) 836-4232
1 2 3 4 5 6 7 8 9
1 2 3 4 5 6 7 8 9
A
B
C
D
E
F
STAMP:
Drawing Number
Building Number
RATED ENGINEERING
609 S. KELLY AVE., SUITE H2
EDMOND, OK 73003
(405) 856-2965
STRUCTURAL
STAND
8234 ROBINSON
OVERLAND PARK, KS 66204
(913) 214-2169
SPUR #: 2207
No. REVISION DESCRIPTION DATE www.olsson.comTEL 417.890.8802
550 St. Louis St.
Springfield, MO 65806 Olsson # 022-01580
Olsson, Inc. Engineering KY State Cert. of Authority 3203
8/
/2
:3
AM
GS005
Wx Wx Wx Wx
PROPERTY LINE
UTILITY EASEMENT
LEGEND
PROP. UNDERGROUND COMMUNICATION COMM COMM
PROP. COMMUNICATION HANDHOLE
EXIST. UNDERGROUND FIBERFO FO FO
EXIST. UNDERGROUND COMMUNICATION COM COM COM COM
COMM
PROP. COMMUNICATION INSIDE TRAMWAY COMM COMM
EXIST. WATER LINE
W-D W-D W-D W-D W-D W-D EXIST. WATER LINE QUALITY LEVEL D
cw EXIST. CHILLED WATER LINE stm EXIST. STEAM LINE
Gx Gx Gx Gx EXIST. GAS LINE
G-D G-D G-D G-D G-D G-D EXIST. GAS LINE QUALITY LEVEL D
SSx SSx SSx EXIST. SANITARY SEWER fm EXIST. FORCE MAIN
SDx SDx SDx EXIST. STORM PIPE
UGT UGT EXIST. UNDERGROUND TELEPHONE LINE
OHT EXIST. OVERHEAD TELEPHONE LINE
unk EXIST. UNKNOWN UTILITY
F F F EXIST. FIRE ALARM LINE
EUx EUx EXIST. UNDERGROUND POWER LINE
Ex Ex EXIST. OVERHEAD POWER LINE
BUILDING # IN SCOPE
BUILDING # NOT IN SCOPE
BUILDING IN SCOPE
BUILDING NOT IN SCOPE
PROP. CONSTRUCTION FENCING
NEW FIBER TO EXISTING BUILDING
10 CONTRACTOR SHALL KEEP AT LEASE ONE LANE OF TRAFFIC OPEN AT ALL TIMES DURING
CONSTRUCTION.
9 PROTECT EXIST. STRUCTURE IN PLACE. CONTRACTOR SHALL COORD. WITH OWNER FOR
UTILITY RELOCATION AS NECESSARY.
8 REMOVE AND REPLACE EXISTING BUSH(ES) IN ORIGINAL LOCATION, TYP. CONTRACTOR
SHALL COORD. W/ VA FOR PLANT SPECIES TO BE REPLACED.
CONTRACTOR SHALL SAWCUT & REMOVE ASPHALT OR CONCRETE
PAVEMENT AS NECESSARY TO PROVIDE A SMOOTH EDGE BETWEEN
NEW & EXISTING PAVEMENT. EXTENTS OF REMOVAL SHALL
ACCOMMODATE NEW CONSTRUCTION SHOWN ON THESE PLANS.
5 REESTABLISH TURF WITHIN LIMITS OF DISTURBANCE.
KEYNOTES:
REMOVE AND REPLACE EXISTING CONCRETE CURB/ CURB AND GUTTER. PROPOSED CURB
TO MATCH EXIST. SECTION MATERIALS & DEPTHS AND HAVE A SMOOTH TRANSITION TO
EXIST. CURB SURFACES.
CONTRACTOR SHALL USE CAUTION WHILE WORKING AROUND OR CROSSING EXISTING
UTILITY. CONTRACTOR SHALL VERIFY EXISTING UTILITY LOCATIONS AND CONFLICTS
PRIOR TO BEGINNING OF CONSTRUCTION. NOTIFY ENGINEER OF ANY CONDITIONS
THAT MAY AFFECT THE MINIMUM DESIGN REQUIREMENTS SHOWN ON THESE PLANS.
REMOVE AND REPLACE EXIST. ASPHALT/CONCRETE PAVEMENT.
PROPOSED PAVEMENT TO MATCH EXIST. SECTION MATERIALS &
DEPTHS AND SHALL BE FLUSH WITH EXIST. PAVEMENT SURFACES. ANY
EXIST. STRIPING SHALL BE RE-PAINTED AS NEEDED TO MATCH EXIST.
STRIPING MARKINGS. (SEE DETAIL SHEET GS017)
REMOVE AND REPLACE EXIST. CONCRETE SIDEWALK. PROPOSED
SIDEWALK TO MATCH EXIST. SECTION MATERIALS, DEPTHS, &
ELEVATIONS AND SHALL BE FLUSH WITH EXIST. PAVEMENT SURFACES
(UNLESS OTHERWISE NOTED). ANY EXIST STRIPING SHALL BE
RE-PAINTED AS NEEDED TO MATCH EXIST. STRIPING MARKINGS. (SEE
DETAIL SHEET GS017) *SIDEWALK REMOVAL SHALL BE TO THE
NEAREST JOINT
CONTRACTOR SHALL PROVIDE 7' TALL CHAIN LINK CONSTRUCTION FENCING AROUND
PERIMETER OF CONSTRUCTION EXTENTS. CONTRACTOR SHALL SUBMIT SHOP
DRAWINGS TO VA FOR APPROVAL PRIOR TO INSTALLATION OF FENCING.
1. OLSSON DID NOT PERFORM ANY BOUNDARY OR TOPOGRAPHIC SURVEY. ALL
EXISTING SURVEY INFORMATION WAS PROVIDED BY THE VA.
2. BUILDING SITE IMPROVEMENTS HAVE BEEN CONSTRUCTED AFTER THE
COMPLETION OF THE VA PROVIDED SURVEY. CONTRACTOR SHALL BE
RESPONSIBLE TO SURVEY ANY SITE FEATURES THAT DIFFER FROM THOSE SHOWN
ON THESE PLANS.
3. CONTRACTOR SHALL BE REQUIRED TO USE A PRIVATE LOCATOR SERVICE TO
VALIDATE THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES.
GENERAL NOTES:
1. WHERE OPEN CUTTING OF PAVEMENT IS REQUIRED FOR INSTALLATION OF UTILITIES,
CONTRACTOR SHALL REPLACE PAVEMENT TO MATCH EXISTING MATERIALS & DEPTHS.
NEW PAVEMENT SHALL BE FLUSH WITH EXISTING PAVEMENT SURFACES. ANY EXISTING
STRIPING SHALL BE RE-PAINTED AS NEEDED TO MATCH EXISTING STRIPING MARKINGS.
2. CONTRACTOR SHALL SALVAGE AND REPLACE ANY SITE SIGNS, FIXTURES, ETC. AS
NEEDED TO COMPLETE THE INSTALLATION OF UTILITIES SHOWN ON THESE PLANS.
3. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL PLANS TO BE APPROVED BY THE VA. A
14 DAY NOTICE SHALL BE GIVEN TO THE VA PRIOR TO IMPLEMENTING ANY TRAFFIC
CONTROL.
4. WHERE FIBER CONDUIT ENTERS/EXITS CONCRETE TUNNEL OR BUILDINGS,
CONTRACTOR SHALL CORE THROUGH FOUNDATION FOR CONTINUATION OF ROUTING.
5. NO IMPROVEMENTS REQUIRING WORK ACROSS ROADS OR PARKING LOTS SHALL BE
DONE ON WEEKDAYS. THIS WORK SHALL BE STARTED AND COMPLETED ON WEEKENDS
ONLY. COORDINATE CONSTRUCTION SCHEDULE WITH THE VA PRIOR TO STARTING
WORK.
6. ALL EXISTING DUCT BANKS SHALL REMAIN IN PLACE. COORDINATE WITH TECHNOLOGY
PLANS FOR EXISTING CONDUITS TO RECEIVE NEW FIBER ROUTING. COORDINATE WITH
THE VA FOR ANY EXISTING CONDUIT OR PORTION OF CONDUIT TO BE ABANDONED IN
PLACE.
SURVEY NOTES:
1 ADDENDUM #1 08/14/2025
8/15/2025
LEESTOWN ROAD
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SEE EROSION CONTROL PLAN 3
(SHEET GS015)
SEE EROSION CONTROL PLAN 2
(SHEET GS014)
SEE EROSION CONTROL PLAN 1
(SHEET GS013)
B1
B2
SCALE IN FEET
80' 160'40'0'
OVERALL EROSION CONTROL PLAN
AMA 258CRW03/15/2024
596-22-700
EHRM INFRASTRUCTURE
UPGRADES LEXINGTON, KY
LEXINGTON VA HEALTH CARE
2250 LEESTOWN RD
LEXINGTON, KY 40511
BID DOCUMENTS
A
B
C
D
E
F
Veterans Health
Administration
VA FORM 08-6231
Drawing Title Project Title
Location
Date Checked Drawn
Project NumberCONSULTANTS:
Drawing # OF
VA Health Care System Approval:
ARCHITECT:
SPUR DESIGN, LLC
312 SW 25TH STREET
Oklahoma City, OK 73109
(405) 842-6100
ARCH: SETH CAVIN, LICENSE #8468 EXP. 06/30/2024
ENGR: SPUR DESIGN, LLC COA #5197 EXP. 12/31/2025
CIVIL ENGINEER
OLSSON
550 ST LOUIS ST,
SPRINGFIELD, MO 65806
(417) 885-1736
MECH / ELEC / PLUMB ENG.
SPUR DESIGN
2519 MADISON AVE, SUITE 100
KANSAS CITY, MO 64108
(913) 369-7200
The information on this document is preliminary or incomplete, not for construction, recording purposes, or implementation.FIRE PROTECTION ENGINEER
FULLY SPRINKLERED
INDUSTRIAL HYGENIST
RIVERFRONT SAFETY & HEALTH
1139 OLIVE ST, SUITE 300
ST. LOUIS, MO 63101
(713) 864-2900
TELECOMMUNICATIONS
ASPEN COMMUNICATIONS, LLC
7 KIJI-DAVA CIRCLE, SUITE A
PRESCOTT, AZ 86301
(928) 774-0992
PHYSICAL SECURITY
FORCE PROTECT
10901 FRONT BEACH RD, #1415
PANAMA CITY BEACH, FL 32407
(502) 836-4232
1 2 3 4 5 6 7 8 9
1 2 3 4 5 6 7 8 9
A
B
C
D
E
F
STAMP:
Drawing Number
Building Number
RATED ENGINEERING
609 S. KELLY AVE., SUITE H2
EDMOND, OK 73003
(405) 856-2965
STRUCTURAL
STAND
8234 ROBINSON
OVERLAND PARK, KS 66204
(913) 214-2169
SPUR #: 2207
No. REVISION DESCRIPTION DATE www.olsson.comTEL 417.890.8802
550 St. Louis St.
Springfield, MO 65806 Olsson # 022-01580
Olsson, Inc. Engineering KY State Cert. of Authority 3203
8/
/2
:3
AM
LEGEND
PROPERTY LINE
INSTALL SILT FENCE
LIMITS OF DISTURBANCE
INSTALL CONCRETE WASHOUT
INSTALL INLET PROTECTION
EROSION CONTROL PHASING CHART
PROJECT STAGE
BMP
PLAN
REF. #
BMP DESCRIPTION
REMOVE
AFTER
STAGE
NOTES
A - PRE-CONSTRUCTION
B - DEMOLITION &
CONSTRUCTION
C - POST CONSTRUCTION/
FINAL STABILIZATION
A1
A2
A3
B1 B2 B3
C1
CONSTRUCTION ENTRANCE/EXIT
TEMPORARY SILT FENCE
INLET PROTECTION
TEMPORARY CONCRETE WASHOUT
PLACE TOPSOIL, INSTALL EROSION CONTROL MATTING, SEED,
MULCH, HYDROSEED, LANDSCAPE
TEMPORARY SILT FENCE
TEMPORARY STOCK PILE
C
N/A
C
C
C C B
SEE DETAIL SHEET GS016
SEE DETAIL SHEET GS016
SEE DETAIL SHEET GS016
CONTRACTOR SHALL FIELD VERIFY LOCATION OF ALL STORM INLETS
ON SITE THAT MAY BE AFFECTED BY CONSTRUCTION ACTIVITIES AND
PLACE INLET PROTECTION
CONTRACTOR TO DETERMINE FINAL QUANTITY AND PLACEMENT
ESTABLISH VEGETATION WITH A 70% DENSITY OVER
100% OF DISTURBED AREA. REFERENCE LANDSCAPE
PLANS.
A4 SAFETY SIGN AND CONSTRUCTION SIGN C
PROVIDE AS NEEDED TO LIMIT TRACK OUT
SEE DETAIL SHEET GS016
CONTRACTOR TO DETERMINE FINAL PLACEMENT ON SITE
EROSION CONTROL NOTES:
1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF ALL EROSION & SEDIMENT
CONTROL MEASURES AND PRACTICES THROUGHOUT THE PROJECT. ANY AND ALL FINES ASSOCIATED
WITH EROSION CONTROL VIOLATIONS WILL BE THE CONTRACTOR'S RESPONSIBILITY.
2. EROSION CONTROL IS THE CONTRACTOR'S RESPONSIBILITY. THIS PLAN SHOULD BE USED AS A GUIDE
AND REPRESENTS THE MINIMUM EROSION CONTROL DEVICES REQUIRED.
3. EROSION CONTROL MEASURES WILL BE MAINTAINED AT ALL TIMES. ADDITIONAL EROSION & SEDIMENT
CONTROL MEASURES WILL BE INSTALLED IF DEEMED NECESSARY BY ON-SITE INSPECTION.
4. CONTRACTOR IS RESPONSIBLE FOR REPAIRING ALL EROSION & SEDIMENT CONTROL DEVICES AFTER
EACH RAINFALL EVENT.
5. THE CONTRACTOR SHALL PROVIDE ANY FURTHER EROSION CONTROL MEASURES IN ADDITION TO
THOSE LISTED TO ENSURE THAT SILT WILL NOT LEAVE THE PROJECT CONFINES.
6. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING THE TEMPORARY EROSION & SEDIMENT CONTROL DEVICES AFTER COMPLETION OF CONSTRUCTION AND ONLY WHEN AREAS HAVE BEEN STABILIZED
WITH A HEALTHY STAND OF PERMANENT VEGETATION.
7. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING SILT FROM SITE IF NOT REUSABLE ON-SITE AND
ASSURING PLAN ALIGNMENT AND GRADE IN ALL DITCHES AT COMPLETION OF CONSTRUCTION.
8. THE CONTRACTOR SHALL ENSURE THAT ALL DRAINAGE STRUCTURES, FLUMES, PIPES, ETC. ARE
CLEANED OUT AND WORKING PROPERLY AT TIME OF ACCEPTANCE.
9. THE CONTRACTOR SHALL PROVIDE ANY TEMPORARY STABILIZATION AS REQUIRED.
10. THE CONTRACTOR SHALL PROVIDE A TEMPORARY CONSTRUCTION ENTRANCE FOR VEHICULAR
TRAFFIC AT LOCATION SHOWN.
11. ALL EROSION CONTROL DEVICES SHALL CONFORM TO THE APPLICABLE SECTIONS OF THE STANDARD
SPECIFICATIONS AND DESIGN CRITERIA OF THE VA.
12. REFERENCE DETAILS ON SHEET GS016 FOR TYPICAL EROSION CONTROL DEVICE INSTALLATION.
13. THE CONTRACTOR WILL BE REQUIRED TO CLEAN THE STREETS OF DEPOSITED MUD AS FREQUENTLY
AS NEEDED PER APPLICABLE CITY BEST MANAGEMENT PRACTICES. .
14. SEE TEMPORARY VEGETATION REQUIREMENT NOTES ON THIS SHEET FOR EXPOSED SOIL WHERE NO
ACTIVITY WILL OCCUR FOR MORE THAN 14 DAYS.
15. CONTRACTOR IS RESPONSIBLE FOR PHASED INSTALLATION OF EROSION CONTROL BMP'S IN ORDER
TO PREVENT SEDIMENT FROM BREACHING THE LIMITS OF DISTURBANCE.
16. CONTRACTOR SHALL PROVIDE 6' TALL CHAIN LINK CONSTRUCTION FENCING AROUND PERIMETER OF
CONSTRUCTION EXTENTS. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO VA FOR APPROVAL
PRIOR TO INSTALLATION OF FENCING.
17. CONTRACTOR SHALL PROVIDE SILT SOCK AROUND PERIMETER OF CONSTRUCTION EXTENTS. (SEE
DETAIL SHEET GS016).
1. ROOT PRUNING IS SUBSIDIARY TO OTHER BID ITEMS.
2. ROOT PRUNING SHOULD BE COORDINATED WITH THE TREE PROTECTION FENCING. IN SOME CASES, THAT FENCE LINE IS ON THE ROOT CUT, AND PROVISIONS FOR ROOT PRUNING MAY NEED TO BE
ACCOMMODATED BEFORE FENCE IS ERECTED.
3. CAREFULLY EXPOSE ROOTS WITHIN THE LIMITS OF CONSTRUCTION AND MARK FOR PRUNING. THE VA
URBAN FORESTER SHALL BE CONTACTED TO REVIEW PROPOSED ROOTS PRIOR TO TRENCHING,
EXCAVATION, OR CUTTING TO DETERMINE THE IMPACT ON ANY STRUCTURAL CRITICAL ROOTS AND
THE CLOSEST POINT TO THE TREES THAT SOIL MAY BE DISTURBED.
4. ROOT PRUNING CAN BE ACCOMPLISHED WITH CIRCULAR SAWS OF VARYING TYPES AND/OR A
ROTARY TYPE STUMP GRINDER TO A DEPTH OF 18" OR TO THE MAXIMUM DEPTH OF THE REQUIRED GRADING CUT, WHICHEVER IS LESS. SAW BLADE AND GRINDER TEETH MUST BE SHARPENED AND CLEANED PRIOR TO USE. TRENCHING MACHINES ARE NOT ALLOWED IN ROOT PRUNING OPERATIONS.
5. ROOTS OVER 1 INCH IN DIAMETER MUST BE CLEANLY AND SHARPLY CUT WITH A HAND SAW.
6. PRUNING CUTS SHALL BE FLUSH WITH THE SIDE OF THE TRENCH CLOSEST TO THE TREE.
7. A QUALIFIED URBAN FORESTER SHALL BE CALLED TO REVIEW ANY ROOTS OVER 2 INCHES IN DIAMETER ENCOUNTERED DURING EXCAVATION AND/OR CONSTRUCTION ACTIVITIES TO DETERMINE
STRUCTURAL STABILITY OF THE TREE.
ROOT PRUNING NOTES:
CONSTRUCTION ACCESS NOTE:
LAND DISTURBANCE:
AREA DISTURBED: 0.14 ACRES
CONTRACTOR SHALL ADD TEMPORARY CONSTRUCTION ACCESS AS
NEEDED TO PREVENT ANY TRACK OUT ON THE SITE.
GS012
1 ADDENDUM #1 08/14/2025
8/15/2025
MULTICORELINK:C_ERC04_02201580-GS016 EROSION CONTROL DETAILS
MULTICORELINK:C_ERC04_02201580-GS016 EROSION CONTROL DETAILS
MULTICORELINK:C_ERC04_02201580-GS016 EROSION CONTROL DETAILS
MULTICORELINK:C_ERC04_02201580-GS016 EROSION CONTROL DETAILS
MULTICORELINK:C_ERC04_02201580-GS016 EROSION CONTROL DETAILS
MULTICORELINK:C_ERC04_02201580-GS016 EROSION CONTROL DETAILS
MULTICORELINK:C_ERC04_02201580-GS016 EROSION CONTROL DETAILS
MULTICORELINK:C_ERC04_02201580-GS016 EROSION CONTROL DETAILS
MULTICORELINK:C_ERC04_02201580-GS016 EROSION CONTROL DETAILS
MULTICORELINK:C_ERC04_02201580-GS016 EROSION CONTROL DETAILS
MULTICORELINK:C_ERC04_02201580-GS016 EROSION CONTROL DETAILS
#111
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#116
TBM 20
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AC
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30"
30"
30"
30"
30"
30"
30"
4"
2"
2"
6"
6"
6"
6"
8"
8"
8"
8"
8"
8" CLUSTER
8"
10"
10"
10"10"
10" 10"10" 10"10" 10"
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10"
10" CLUSTER
10"
10"
10"
10"
12"
12"
12"
12"
12"
14"
14"
14"
14"
14"
14"
14" 14"
14"
14"
14"
16"
16"
16"
16"
16"
16"
18"
18"
18"
18"
20"
20"
20"
20"
20"
20" twin
1"
20"
10" twin
8" twin
24"
24"
24"
24"
42" 42"
42"
40"
22"
22"
36"
22"
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48"
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50"
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52"
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ABANDONED
FFE-944.22
FFE-944.36
TBM 29
GATE
BRICK COLUMN
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3 STORY BRICK
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FFE-926.14
FFE-938.80
FFE-934.79
FFE-935.46
FFE-917.62
FFE-913.96
FFE-914.57
FFE-922.74
FFE-924.19
FFE-923.34
GATE
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FFE-922.91
FFE-924.03
FFE-923.64
FFE-922.87
FFE-925.83
24"X36"
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HC BUTTON
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SD
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SD
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SD
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SD
x
SD
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SD x
HORSE
SHOE PIT
DRINKING
FOUNTAIN
CONCC
O
N C
C O
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BASKETBALL
GOAL
BASKETBALL
GOAL
CONC
CONC
GENERATOR
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CONC
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PA
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PA
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GRASS
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G R
AS
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EMERGENCY
CALL BOX
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10" CLUSTER
24"X24"
METAL LID
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C O
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C O
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CONC
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CONC
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GRATE
GRATE
H Y
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GRASS
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CONC
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24"X36"
2 STORY WITH
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CONC
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BRICK
POST
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CONC
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GRASS
GRASS
CONC
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WATER
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PA
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CONC
MEMORIAL
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SHOE PIT
PUTT PUTT
COURSE
MEMORIAL
CONC
PITCHERS
MOUND
FIRST
BASE
SECOND
BASE
THIRD
BASE
HOME
PLATE
BASEBALL AREA
12' CHAIN
LINK FENCE
7' CHAIN LINK
FENCE
1 STORY CONCRETE
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6" CONC CURB
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6' WROUGHT
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6' WROUGHT
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6' WROUGHT
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BRICK COLUMN
Building 25
Building 27
Building 17
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SCALE IN FEET
40' 80'20'0'
EROSION CONTROL PLAN 1
AMA 258CRW03/15/2024
596-22-700
EHRM INFRASTRUCTURE
UPGRADES LEXINGTON, KY
LEXINGTON VA HEALTH CARE
2250 LEESTOWN RD
LEXINGTON, KY 40511
BID DOCUMENTS
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B
C
D
E
F
Veterans Health
Administration
VA FORM 08-6231
Drawing Title Project Title
Location
Date Checked Drawn
Project NumberCONSULTANTS:
Drawing # OF
VA Health Care System Approval:
ARCHITECT:
SPUR DESIGN, LLC
312 SW 25TH STREET
Oklahoma City, OK 73109
(405) 842-6100
ARCH: SETH CAVIN, LICENSE #8468 EXP. 06/30/2024
ENGR: SPUR DESIGN, LLC COA #5197 EXP. 12/31/2025
CIVIL ENGINEER
OLSSON
550 ST LOUIS ST,
SPRINGFIELD, MO 65806
(417) 885-1736
MECH / ELEC / PLUMB ENG.
SPUR DESIGN
2519 MADISON AVE, SUITE 100
KANSAS CITY, MO 64108
(913) 369-7200
The information on this document is preliminary or incomplete, not for construction, recording purposes, or implementation.FIRE PROTECTION ENGINEER
FULLY SPRINKLERED
INDUSTRIAL HYGENIST
RIVERFRONT SAFETY & HEALTH
1139 OLIVE ST, SUITE 300
ST. LOUIS, MO 63101
(713) 864-2900
TELECOMMUNICATIONS
ASPEN COMMUNICATIONS, LLC
7 KIJI-DAVA CIRCLE, SUITE A
PRESCOTT, AZ 86301
(928) 774-0992
PHYSICAL SECURITY
FORCE PROTECT
10901 FRONT BEACH RD, #1415
PANAMA CITY BEACH, FL 32407
(502) 836-4232
1 2 3 4 5 6 7 8 9
1 2 3 4 5 6 7 8 9
A
B
C
D
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F
STAMP:
Drawing Number
Building Number
RATED ENGINEERING
609 S. KELLY AVE., SUITE H2
EDMOND, OK 73003
(405) 856-2965
STRUCTURAL
STAND
8234 ROBINSON
OVERLAND PARK, KS 66204
(913) 214-2169
SPUR #: 2207
No. REVISION DESCRIPTION DATE www.olsson.comTEL 417.890.8802
550 St. Louis St.
Springfield, MO 65806 Olsson # 022-01580
Olsson, Inc. Engineering KY State Cert. of Authority 3203
8/
/2
:3
AM
GS013
LEGEND
PROPERTY LINE
INSTALL SILT FENCE
LIMITS OF DISTURBANCE
INSTALL CONCRETE WASHOUT
INSTALL INLET PROTECTION
CONSTRUCTION ACCESS NOTE:
LAND DISTURBANCE:
AREA DISTURBED: 0.14 ACRES
CONTRACTOR SHALL ADD TEMPORARY CONSTRUCTION ACCESS AS
NEEDED TO PREVENT ANY TRACK OUT ON THE SITE.
EROSION CONTROL NOTES:
1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF ALL EROSION & SEDIMENT
CONTROL MEASURES AND PRACTICES THROUGHOUT THE PROJECT. ANY AND ALL FINES ASSOCIATED
WITH EROSION CONTROL VIOLATIONS WILL BE THE CONTRACTOR'S RESPONSIBILITY.
2. EROSION CONTROL IS THE CONTRACTOR'S RESPONSIBILITY. THIS PLAN SHOULD BE USED AS A GUIDE
AND REPRESENTS THE MINIMUM EROSION CONTROL DEVICES REQUIRED.
3. EROSION CONTROL MEASURES WILL BE MAINTAINED AT ALL TIMES. ADDITIONAL EROSION & SEDIMENT
CONTROL MEASURES WILL BE INSTALLED IF DEEMED NECESSARY BY ON-SITE INSPECTION.
4. CONTRACTOR IS RESPONSIBLE FOR REPAIRING ALL EROSION & SEDIMENT CONTROL DEVICES AFTER
EACH RAINFALL EVENT.
5. THE CONTRACTOR SHALL PROVIDE ANY FURTHER EROSION CONTROL MEASURES IN ADDITION TO
THOSE LISTED TO ENSURE THAT SILT WILL NOT LEAVE THE PROJECT CONFINES.
6. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING THE TEMPORARY EROSION & SEDIMENT CONTROL DEVICES AFTER COMPLETION OF CONSTRUCTION AND ONLY WHEN AREAS HAVE BEEN STABILIZED
WITH A HEALTHY STAND OF PERMANENT VEGETATION.
7. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING SILT FROM SITE IF NOT REUSABLE ON-SITE AND
ASSURING PLAN ALIGNMENT AND GRADE IN ALL DITCHES AT COMPLETION OF CONSTRUCTION.
8. THE CONTRACTOR SHALL ENSURE THAT ALL DRAINAGE STRUCTURES, FLUMES, PIPES, ETC. ARE
CLEANED OUT AND WORKING PROPERLY AT TIME OF ACCEPTANCE.
9. THE CONTRACTOR SHALL PROVIDE ANY TEMPORARY STABILIZATION AS REQUIRED.
10. THE CONTRACTOR SHALL PROVIDE A TEMPORARY CONSTRUCTION ENTRANCE FOR VEHICULAR
TRAFFIC AT LOCATION SHOWN.
11. ALL EROSION CONTROL DEVICES SHALL CONFORM TO THE APPLICABLE SECTIONS OF THE STANDARD
SPECIFICATIONS AND DESIGN CRITERIA OF THE VA.
12. REFERENCE DETAILS ON SHEET GS016 FOR TYPICAL EROSION CONTROL DEVICE INSTALLATION.
13. THE CONTRACTOR WILL BE REQUIRED TO CLEAN THE STREETS OF DEPOSITED MUD AS FREQUENTLY
AS NEEDED PER APPLICABLE CITY BEST MANAGEMENT PRACTICES. .
14. SEE TEMPORARY VEGETATION REQUIREMENT NOTES ON THIS SHEET FOR EXPOSED SOIL WHERE NO
ACTIVITY WILL OCCUR FOR MORE THAN 14 DAYS.
15. CONTRACTOR IS RESPONSIBLE FOR PHASED INSTALLATION OF EROSION CONTROL BMP'S IN ORDER
TO PREVENT SEDIMENT FROM BREACHING THE LIMITS OF DISTURBANCE.
16. CONTRACTOR SHALL PROVIDE 6' TALL CHAIN LINK CONSTRUCTION FENCING AROUND PERIMETER OF
CONSTRUCTION EXTENTS. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO VA FOR APPROVAL
PRIOR TO INSTALLATION OF FENCING.
17. CONTRACTOR SHALL PROVIDE SILT SOCK AROUND PERIMETER OF CONSTRUCTION EXTENTS. (SEE
DETAIL SHEET GS016).
1. ROOT PRUNING IS SUBSIDIARY TO OTHER BID ITEMS.
2. ROOT PRUNING SHOULD BE COORDINATED WITH THE TREE PROTECTION FENCING. IN SOME CASES, THAT FENCE LINE IS ON THE ROOT CUT, AND PROVISIONS FOR ROOT PRUNING MAY NEED TO BE
ACCOMMODATED BEFORE FENCE IS ERECTED.
3. CAREFULLY EXPOSE ROOTS WITHIN THE LIMITS OF CONSTRUCTION AND MARK FOR PRUNING. THE VA
URBAN FORESTER SHALL BE CONTACTED TO REVIEW PROPOSED ROOTS PRIOR TO TRENCHING,
EXCAVATION, OR CUTTING TO DETERMINE THE IMPACT ON ANY STRUCTURAL CRITICAL ROOTS AND
THE CLOSEST POINT TO THE TREES THAT SOIL MAY BE DISTURBED.
4. ROOT PRUNING CAN BE ACCOMPLISHED WITH CIRCULAR SAWS OF VARYING TYPES AND/OR A
ROTARY TYPE STUMP GRINDER TO A DEPTH OF 18" OR TO THE MAXIMUM DEPTH OF THE REQUIRED GRADING CUT, WHICHEVER IS LESS. SAW BLADE AND GRINDER TEETH MUST BE SHARPENED AND CLEANED PRIOR TO USE. TRENCHING MACHINES ARE NOT ALLOWED IN ROOT PRUNING OPERATIONS.
5. ROOTS OVER 1 INCH IN DIAMETER MUST BE CLEANLY AND SHARPLY CUT WITH A HAND SAW.
6. PRUNING CUTS…
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File details come from the government source that posted it. Updated .