Addendum 0001 - Drawings.pdf
PDF 30 MB Posted
- Attached to
- Construct Replacement Community Living Center (CLC) Federal contract opportunity
- Solicitation number
- 36C24921R0059
About this file
This document provides details for a federal contract opportunity to construct a replacement community living center. The solicitation is for minor project 596-333 to furnish all labor, tools, materials, and expertise to complete construction of the replacement community living center in accordance with contract documents, specifications, and drawings. Some work may be required outside standard administrative hours or in periods shorter than a standard shift for specific items in the project. The contract opportunity is being issued by the Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 9.
View the file
Other files for this federal contract opportunity
Show all 26
On GovTribe
Work with this file on GovTribe
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
C001
190107.000
VA HOSPITAL
KLEINGERS
GROUP
THE www.kleingers.comCIVIL ENGINEERING
SURVEYING
LANDSCAPE
ARCHITECTURE
Louisville, KY 40299 502.365.9950
1100 Envoy Circle
UTILITY NOTE:
CONTRACTOR IS RESPONSIBLE FOR FIELD LOCATION AND
VERIFICATION OF ALL UTILITIES UPON FEDERAL LAND PRIOR
TO ANY LAND DISTURBANCE ACTIVITY UTILITIES SHALL BE
MARKED AT ALL TIMES. IF LOCATION/VERIFICATION OF
UTLITIES UPON STATE OR PRIVATE PROPERTY BECOMES
NECESSARY, PLEASE NOTIFY THE KENTUCKY UTILITY
PROTECTION SERVICE AT 1-800-752-6007 BEFORE ANY
PERIOD OF EXCAVATION OR CONSTRUCTION ACTIVITY.
UNDERGROUND UTILITIES ARE PLOTTED FROM A
COMPILATION OF AVAILABLE RECORD INFORMATION AND
SURFACE INDICATIONS OF UNDERGROUND STRUCTURES
AND MAY NOT BE INCLUSIVE. PRECISE LOCATIONS AND THE
EXISTENCE OR NON EXISTENCE OF UNDERGROUND UTILITIES
CANNOT BE VERIFIED.
VA Project No. 596-333 Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
Office of Construction and Facilities Management 2250 LEESTOWN ROAD
LEXINGTON, KY 40511
FAYETTE COUNTY
Revisions Date
100% 02.12.2021CONSTRUCTION DOCUMENTS
100%
CONSTRUCTION
DOCUMENTS
02-12-2020 PW JS
204 & 205
1 04.08.2021ADDENDUM #1
GENERAL NOTES
GENERAL NOTES
1. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS FOR CONSTRUCTION ACTIVITIES IN ACCORDANCE WITH LOCAL, STATE, & FEDERAL
REGULATIONS.
2. THE CONTRACTOR IS TO PERFORM ALL INSPECTIONS AS REQUIRED BY THE KENTUCKY DEP FOR THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (KPDES) PERMIT AND FURNISH OWNERS REPRESENTATIVE WITH WRITTEN REPORTS. OWNER WILL OBTAIN PERMITS.
3. ITEM NUMBERS REFER TO THE KENTUCKY TRANSPORTATION CABINET CONSTRUCTION AND MATERIAL SPECIFICATIONS, AND ALL CONSTRUCTION WORK SHALL BE DONE ACCORDING TO SAID SPECIFICATIONS AND IN ACCORDANCE WITH APPLICABLE STANDARDS OF
FAYETTE COUNTY. WHEN IN CONFLICT, THE KYTC REQUIREMENTS SHALL PREVAIL.
4. PROTECTION OF EXISTING TREES AND VEGETATION: PROTECT EXISTING TREES AND OTHER VEGETATION AGAINST UNNECESSARY CUTTING, BREAKING OR SKINNING OF ROOTS, SKINNING OR BRUISING OF BARK, SMOTHERING OF TREES BY STOCKPILING CONSTRUCTION MATERIALS OR EXCAVATED MATERIALS WITHIN DRIP LINE, EXCESS FOOT OR VEHICULAR TRAFFIC, OR PARKING OF VEHICLES WITHIN DRIP LINE. PROVIDE TEMPORARY GUARDS TO PROTECT TREES AND VEGETATION TO BE LEFT STANDING.
5. ALL ELEVATIONS SHOWN ARE FINISHED GRADE ELEVATIONS, UNLESS OTHERWISE NOTED.
6. SUBGRADE EXCAVATION AND CONSTRUCTION TO BE PER GEOTECHNICAL ENGINEER'S RECOMMENDATIONS. SUBGRADE PREPARATION SHALL BEGIN BY CLEARING & STRIPPING UNSUITABLE MATERIAL FROM SITE, THEN PLACE & COMPACT BACKFILL MATERIAL AT GEOTECHNICAL ENGINEER'S RECOMMENDATIONS. ALL BACKFILL MATERIAL MUST BE ACCEPTABLE TO THE GEOTECHNICAL ENGINEER.
7. ALL FILL UNDER PAVEMENT SHALL BE COMPACTED TO THE GEOTECHNICAL ENGINEER'S RECOMMENDATIONS.
8. COMPACTED FILLS ARE TO BE MADE TO A MINIMUM OF THREE FEET ABOVE THE CROWN OF ANY PROPOSED SEWER PRIOR TO CUTTING OF TRENCHES FOR PLACEMENT OF SAID SEWERS. ALL FILLS SHALL BE CONTROLLED, COMPACTED, AND INSPECTED BY AN APPROVED
TESTING LABORATORY OR AN INSPECTOR FROM THE APPROPRIATE GOVERNMENTAL AGENCY.
9. ADJUST ALL EXISTING CASTINGS AND CLEANOUTS WITHIN PROJECT AREA TO GRADE AS REQUIRED.
10. CONTRACTOR SHALL IMPLEMENT ALL SOIL AND EROSION CONTROL, PRACTICES REQUIRED BY LFUCG AND KDOW. COORDINATE MOVING OF
FENCE AND/OR SILT FENCE WITH PHASE 1 CONTRACTOR.
11. ALL GROUND SURFACE AREAS THAT HAVE BEEN EXPOSED OR LEFT BARE AS A RESULT OF CONSTRUCTION SHALL BE SEEDED AS SOON AS
PRACTICAL IN ACCORDANCE WITH SPECIFICATIONS. COORDINATE WITH PHASE 1 CONTRACTOR.
12. ALL PROPOSED STORM SEWERS, SURFACE OR OTHER DRAINAGE FACILITIES ARE PRIVATE AND MAINTAINED BY THE OWNER.
13. THE CONTRACTOR IS TO CONSTRUCT CURBS, CATCH BASINS, DOWNSPOUTS, PIPING AND CONNECTION ETC. AS REQUIRED TO CONVEY THE
PAVED SURFACE DRAINAGE TO THE EXISTING DRAINAGE SYSTEM.
14. CONTRACTOR TO REMOVE & REPLACE PAVEMENT AS SPECIFIED.
15. THE CONTRACTOR IS RESPONSIBLE FOR BALANCING THE SITE EARTHWORK BY IMPORTING OR EXPORTING AS NECESSARY TO ACHIEVE
DESIGN GRADES AND SPECIFICATIONS.
16. CONCRETE WALKS SHALL BE FORMED WITH CONTROL JOINTS EQUALLY SPACED AT NO MORE THAN 6' ON CENTER.
17. ANY FIELD TILE CUT MUST BE TIED INTO THE STORM DRAINAGE SYSTEM.
18. THE CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL EXISTING UTILITIES PRIOR TO THE BEGINNING OF CONSTRUCTION OR
EARTH MOVING OPERATIONS.
19. ALL DIMENSIONS ARE TO THE OUTSIDE FACE OF BUILDING, EDGE OF PAVEMENT AND/OR FACE OF CURB, UNLESS OTHERWISE NOTED.
20. PARKING SPACES ARE 9' x 18' UNLESS OTHERWISE NOTED.
21. FINAL SITE STABILIZATION IS CONSIDERED ACHIEVED ONCE ALL TEMPORARY EROSION AND SEDIMENT CONTROL PRACTICES ARE REMOVED AND DISPOSED OF AND ALL TRAPPED SEDIMENT HAS BEEN PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION.
22. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES WILL BE DISPOSED OF AFTER FINAL SITE STABILIZATION IS ACHIEVED OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED. TRAPPED SEDIMENT AND OTHER DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES WILL BE PERMANENTLY STABILIZED TO PREVENT EROSION AND
SEDIMENTATION.
23. ALL TEMPORARY AND PERMANENT EROSION AND SEDIMENT CONTROL MEASURES WILL BE MAINTAINED AND REPAIRED AS NEEDED TO
ASSURE CONTINUED PERFORMANCE OF THEIR INTENDED FUNCTION.
24. DANDY BAGS TO BE USED AT ALL STORM INLETS FOR EROSION CONTROL
25. ALL END OF CURBS TAPER SIX INCHES IN TWELVE INCHES.
26. SANITATION DISTRICT NO. 1 IS TO BE CONTACTED 72 HOURS PRIOR TO ANY CONSTRUCTION ACTIVITY AT 859-578-6892.
27. CONTRACTOR TO LAYOUT BUILDING BASED ON ARCHITECTURAL/FOUNDATION PLANS. SITE PLAN IS FOR CONCEPTUAL PURPOSES
ONLY.
UTILITY NOTES
1. ROOF DRAINS, FOUNDATION DRAINS AND ALL OTHER CLEAR WATER CONNECTIONS TO THE SANITARY SEWER SYSTEM ARE
PROHIBITED.
2. ALL STORM STRUCTURES ARE KYTC TYPES UNLESS OTHERWISE INDICATED.
3. STORM SEWER PIPE LABELED "STM" SHALL BE ONE OF THE FOLLOWING: PVC SDR-35, OR HIGH DENSITY POLYETHYLENE. STORM SEWER PIPE LABELED "RCP" SHALL BE REINFORCED CONCRETE PIPE. ALL STORM PIPE USED MUST HAVE A MANUFACTURER SPECIFIED FRICTION FACTOR OF 0.013 (n=0.013) OR LESS.
4. STEPS SHALL BE PROVIDED IN ALL CATCH BASINS AND MANHOLES OVER 4' DEEP.
5. CONTRACTOR SHALL SECURE ALL PERMITS AND FURNISH ALL DRAWINGS REQUIRED FOR UTILITY TAPS PRIOR TO STARTING
CONSTRUCTION.
6. PROVIDE MANUFACTURERS RECOMMENDED COVER OVER TOP OF STORM PIPE DURING CONSTRUCTION, UNTIL PAVING OPERATIONS
BEGIN.
7. SITE UTILITY CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING REQUIRED VERTICAL SEPARATION BETWEEN UTILITIES BY
VARYING DEPTH OF UNDERGROUND ELECTRIC, TELEPHONE, WATER AND GAS.
8. WATERLINE SHALL HAVE A MINIMUM OF 4.0' OF COVER.
9. A MINIMUM OF 1.5' OF VERTICAL CLEARANCE SHALL BE MAINTAINED BETWEEN UTILITIES AT ALL TIMES.
10. FIRE HYDRANT ASSEMBLY INCLUDES FIRE HYDRANT AND 6" WATER VALVE.
11. PROVIDE UNDERGROUND FLUSH CERTIFICATES PER NFPA
12. SANITARY SERVICE SHALL BE 6" PVC-SDR 35 OR APPROVED EQUAL (CONFORMING TO SD1 WATER & SEWER DEPARTMENT RULES AND REGULATIONS) INSTALLED AT A MINIMUM SLOPE OF ONE PERCENT (1.00%) UNLESS OTHERWISE NOTED SANITARY SERVICE SHALL BE INSTALLED AT A MINIMUM DEPTH OF FOUR FEET (4') UNLESS OTHERWISE NOTED. A MINIMUM OF 18" CLEARANCE SHALL BE MAINTAINED AT ALL WATERLINE CROSSINGS. SANITARY SERVICE JOINTS ALL CONFORM TO ASTM D-321.
13. FORTY-EIGHT HOURS BEFORE DIGGING IS TO COMMENCE, THE CONTRACTOR SHALL NOTIFY THE KENTUCKY UNDERGROUND PROTECTION SERVICE, AND ALL OTHER AGENCIES WHICH MAY HAVE UNDERGROUND UTILITIES INVOLVING THIS
PROJECT AND ARE NON-MEMBERS OF THE KENTUCKY UNDERGROUND PROTECTION SERVICE.
14. EXISTING UNDERGROUND UTILITIES AND SERVICES ARE SHOWN IN THEIR APPROXIMATE LOCATIONS ACCORDING TO THE BEST INFORMATION AVAILABLE. THE LOCATIONS SHOWN ARE INTENDED ONLY AS A GUIDE AND CANNOT BE
GUARANTEED ACCURATE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR:
A. CONTACTING THE INDIVIDUAL UTILITY OWNERS TEN DAYS PRIOR TO CONSTRUCTION AND ADVISING THEM OF
THE WORK TO TAKE PLACE.
B. SOLICITING THEIR AID IN LOCATING AND PROTECTING ANY UTILITY WHICH MAY INTERFERE WITH
CONSTRUCTION.
C. EXCAVATING AND VERIFYING THE HORIZONTAL AND VERTICAL LOCATION OF EACH UTILITY.
D. ALL DAMAGE TO ANY EXISTING UTILITY.
GRADING & EROSION CONTROL NOTES
1. THE NPDES PERMIT REQUIRES THAT ALL AREAS WHICH ARE AT OR NEAR FINAL GRADE, OR WHICH REMAIN DORMANT FOR MORE THAN 21 DAYS OR LONGER BE STABILIZED WITHIN 7 DAYS OF LAST ACTIVITY. VELOCITY DISSIPATION DEVICES SHOULD BE PLACED AT THE OUTFALL OF ALL DETENTION OR RETENTION STRUCTURES AND ALONG THE LENGTH OF ANY OUTFALL CHANNEL AS NECESSARY TO
PROVIDE A NON-EROSIVE FLOW VELOCITY FROM THE STRUCTURE TO THE WATER COURSE.
2. THE NPDES PERMIT REQUIRES THAT SEDIMENT AND EROSION CONTROLS BE INSPECTED ONCE EVERY 7 DAYS AND WITHIN 24 HOURS OF 0.5" OR GREATER RAINFALL. A WRITTEN LOG SHOULD INDICATE THE DATE OF INSPECTION NAME OF INSPECTOR, WEATHER CONDITIONS, OBSERVATIONS, ACTIONS TAKEN TO CORRECT ANY PROBLEMS AND THE DATE ACTION WAS TAKEN.
3. SOLID, SANITARY AND TOXIC WASTE MUST BE DISPOSED OF IN A PROPER MANNER IN ACCORDANCE WITH STATE, LOCAL AND
FEDERAL REGULATIONS.
4. TEMPORARY SEEDING TYPES-
A.) TALL FESCUE--SEED AT A RATE OF 50 LBS./ACRE (1 LB./100 SQ. FT.) AND MULCH WITH STRAW AT A RATE OF 2 TONS PER ACRE (90
LBS./1000 SQ. FT.). ESTABLISH BETWEEN MARCH 15 AND SEPTEMBER 30. COVER THE SEED 1/4-1/2 INCH BY RAKE OR SIMILAR TOOL.
THIS IS THE MOST WIDELY USED AND BEST ADAPTED GRASS FOR STREAMBANK SEEDINGS. IT HAS GOOD TOLERANCE TO WET SOILS
AND FLOODING. IT IS ALSO WELL ADAPTED TO WELL DRAINED SOILS.
B.) REED CANARYGRASS (PHALARIS ARUNDINACAE) PLUS TALL FESCUE--SEED THE REED CANARYGRASS AT A RATE OF 15LBS./ACRE (1/3 LB./1000 SQ. FT.), PLUS 10 LBS./ACRE (1/4LB./1000 SQ. FT.) OF TALL FESCUE. MULCH WITH STRAW AT A RATE OF 2 TONS/ACRE (90 LBS./1000 SQ. FT.). THIS MIXTURE SHOULD ONLY BE SEEDED FROM MARCH 1 TO MAY 15, OR AUGUST 1 TO SEPTEMBER 30. COVER THE SEED 1/4-1/2 INCH BY RAKING OR SIMILAR TOOL. THIS MIXTURE IS ADAPTABLE TO SOILS THAT ARE VERY WET AS WELL AS WELL DRAINED SOIL CONDITIONS. REED CANARYGRASS CAN WITHSTAND EXTENDED PERIODS OF FLOODING. IT IS EXCELLENT FOR EROSION CONTROL. REED CANARYGRASS CAN ALSO BE ESTABLISHED BY SOD STRIPS, USING RHIZIMES, OR FRESHLY CUT CULMS.
THE LOCAL CONSERVATION SERVICE OFFICE CAN PROVIDE THE SPECIFIC DETAILS REQUIRED TO USE ONE OF THE ALTERNATIVE
ESTABLISHMENT METHODS.
AutoCAD SHX Text 33974
AutoCAD SHX Text
SPALDING
AutoCAD SHX Text
JUSTIN
AutoCAD SHX Text P
AutoCAD SHX Text R
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text I
AutoCAD SHX Text O
AutoCAD SHX Text N
AutoCAD SHX Text A
AutoCAD SHX Text L
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text G
AutoCAD SHX Text I
AutoCAD SHX Text N
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text S
AutoCAD SHX Text L
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text A
AutoCAD SHX Text T
AutoCAD SHX Text E
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text Y
AutoCAD SHX Text T
AutoCAD SHX Text E
AutoCAD SHX Text K
AutoCAD SHX Text K
AutoCAD SHX Text C
AutoCAD SHX Text U
AutoCAD SHX Text N
C002
190107.000
VA HOSPITAL
KLEINGERS
GROUP
THE www.kleingers.comCIVIL ENGINEERING
SURVEYING
LANDSCAPE
ARCHITECTURE
Louisville, KY 40299 502.365.9950
1100 Envoy Circle
UTILITY NOTE:
CONTRACTOR IS RESPONSIBLE FOR FIELD LOCATION AND
VERIFICATION OF ALL UTILITIES UPON FEDERAL LAND PRIOR
TO ANY LAND DISTURBANCE ACTIVITY UTILITIES SHALL BE
MARKED AT ALL TIMES. IF LOCATION/VERIFICATION OF
UTLITIES UPON STATE OR PRIVATE PROPERTY BECOMES
NECESSARY, PLEASE NOTIFY THE KENTUCKY UTILITY
PROTECTION SERVICE AT 1-800-752-6007 BEFORE ANY
PERIOD OF EXCAVATION OR CONSTRUCTION ACTIVITY.
UNDERGROUND UTILITIES ARE PLOTTED FROM A
COMPILATION OF AVAILABLE RECORD INFORMATION AND
SURFACE INDICATIONS OF UNDERGROUND STRUCTURES
AND MAY NOT BE INCLUSIVE. PRECISE LOCATIONS AND THE
EXISTENCE OR NON EXISTENCE OF UNDERGROUND UTILITIES
CANNOT BE VERIFIED.
VA Project No. 596-333 Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
Office of Construction and Facilities Management 2250 LEESTOWN ROAD
LEXINGTON, KY 40511
FAYETTE COUNTY
Revisions Date
100% 02.12.2021CONSTRUCTION DOCUMENTS
100%
CONSTRUCTION
DOCUMENTS
02-12-2020 PW JS
204 & 205
1 04.08.2021ADDENDUM #1
C002
C002
MONOLITHIC CURB & SIDEWALK DETAIL
N.T.S.
C002
SIDEWALK DETAIL
N.T.S.
C002
SIDEWALK RAMP DETAIL
N.T.S.
C002
COMMERCIAL ENTRANCE DETAIL
N.T.S.
C002
EDGE KEY DETAIL
MIN. EDGE KEY DETAIL
N.T.S.
GENERAL DETAILS
N.T.S.
β
RETAINED SOIL
SEGMENTAL RETAINING WALL DETAIL
N.T.S.
NOTES:
1. SUBMIT SAMPLES OF WALL AND CAP UNITS FOR ARCHITECT'S APPROVAL.
2. CONSTRUCT FIELD MOCK-UP PRIOR TO INSTALLATION FOR ARCHITECT'S
APPROVAL AS SPECIFIED.
3. CONSTRUCT WALLS PER MANUFACTURER'S SPECIFICATIONS.
4. SEE SHEET C400 FOR WALL GRADES.
4:1 MAX.
12 in (300 mm)
FINISHED GRADE TOP ELEVATION SEGMENTAL BLOCK
WALL BATTER
FROM VERTICAL
SEGMENTAL
BLOCK UNIT
TOE ELEVATION
1/2" EXPANSION
JOINT MATERIAL
PROPOSED WALK
4" TOE DRAIN PIPE
VENTED TO DAYLIGHT
WELL-GRADED GRANULAR WALL
ROCK 0.25 in to 1.5 in
(5 mm to 38 mm)
LESS THAN 10% FINES
C002
HEAVY DUTY
ASPHALT PAVEMENT DETAIL
N.T.S.
1 1/2" ASPHALT CONCRETE SURFACE COURSE,
TYPE 1, PG64-22
TACK COAT, APPLY IF TIME BETWEEN ASPHALT
LIFTS EXCEEDS 30 DAYS
3" ASPHALT CONCRETE INTERMEDIATE COURSE,
TYPE 2, PG64-22
10" AGGREGATE BASE
PAVEMENT MATERIALS TO CONFORM TO KYTC
STANDARD SPECIFICATIONS.
SUBGRADE COMPACTION, REFER TO
GEOTECHNICAL REPORT N3195011 DATED
12-16-2020 & STANDARD SPECIFICATION 31 20 00.
1 2 3 4 5 6
LIGHT DUTY
ASPHALT PAVEMENT DETAIL
N.T.S.
1 1/2" ASPHALT CONCRETE SURFACE COURSE,
TYPE 1, PG64-22
TACK COAT, APPLY IF TIME BETWEEN ASPHALT
LIFTS EXCEEDS 30 DAYS
2 1/2" ASPHALT CONCRETE INTERMEDIATE COURSE,
TYPE 2, PG64-22
6" AGGREGATE BASE
SUBGRADE COMPACTION, REFER TO
GEOTECHNICAL REPORT N3195011 DATED
12-16-2020 & STANDARD SPECIFICATION 31 20 00.
1 2 3 4 5
C002
C002
POROUS ASPHALT PAVEMENT DETAIL
N.T.S.
3" POROUS ASPHALT CONCRETE SURFACE COURSE
2" CHOKER COURSE (1" STONE)
6" UNIFORMLY GRADED 2" STONE. AGGREGATE
WITH 40% VOID SPACE FOR STORMWATER
STORAGE AND RECHARGE
GEOTEXTILE FILTER FABRIC
SUBGRADE COMPACTION, REFER TO
GEOTECHNICAL REPORT N3195011 DATED
12-16-2020 & STANDARD SPECIFICATION 31 20 00.
1 52 3 4
C002
ASPHALT PAVING
BUTT JOINT DETAIL
N.T.S.
INTERMEDIATE COURSE
SURFACE COURSE
SURFACE OF
EXISTING PAVEMENT
"t"
"t" M
IN
"t" M
IN
2'
1/ 2"
REMOVE ACCORDING TO
ODOT ITEM 202 WEARING
COURSE REMOVED.
REPLACE WITH THE
PLAN-SPECIFIED SURFACE
COURSE ASPHALT ITEM
MIN LENGTH = 15' PER INCH OF "d"
FOR SPEEDS 50 MPH OR GREATER,
USE 35' PER INCH OF "d"
"t"
"d
PERMISSIBLE REMOVAL
AND REPLACEMENT
ASPHALT CEMENT COATING
FOR PERMISSIBLE REMOVAL
AND REPLACEMENT
ASPHALT CEMENT COATING
WHEN PERMISSIBLE REMOVAL
AND REPLACEMENT IS NOT
APPLICABLE
HEAVY DUTY
CONCRETE PAVEMENT DETAIL
N.T.S.
6X6 W4XW4 WELDED WIRE REINFORCEMENT
6" NONREINFORCED PORTLAND CEMENT
CONCRETE PAVEMENT
8" AGGREGATE BASE
SUBGRADE COMPACTION, REFER TO
GEOTECHNICAL REPORT N3195011 DATED
12-16-2020 & STANDARD SPECIFICATION 31 20 00.
1 2 3
2"
ACCESSIBLE PARKING SIGN DETAIL
NTS
RESERVED
PARKING
RESERVED
PARKING
$250 FINE
MINIMUM
$250 FINE
MINIMUM
VAN
ACCESSIBLE
80" MIN80" MIN
GENERAL NOTES:
1. U-TYPE FLANGED STEEL SIGN POST SET
IN EARTH IF OUTSIDE PAVEMENT EDGE,
OR IN CONCRETE TO A MINIMUM DEPTH
OF 3'-0" IF WITHIN PAVEMENT.
R7-8 NOTES:
1. 12"X18"X16 GA. STEEL SIGN
2. GREEN LETTERING, BORDER, AND
ARROW WITH WHITE BACKGROUND.
WHITE HANDICAP SYMBOL IN BLUE BOX.
R7-8P NOTES:
1. 12"X6"X16 GA. STEEL SIGN
2. GREEN LETTERING AND BORDER WITH
WHITE BACKGROUND.
R7-H8bP NOTES:
1. 12"X6"X16 GA. STEEL SIGN.
2. GREEN LETTERING AND BORDER WITH
WHITE BACKGROUND.
NOTE:
1. ONE ACCESSIBLE PARKING SPACE FOR EVERY SIX OR FRACTION THERE OF SHALL BE
DESIGNATED AS "VAN ACCESSIBLE". LOCATION AS NOTED ON THE DRAWINGS.
2. ONE SIGN TO BE INSTALLED AT EACH ACCESSIBLE PARKING SPACE
C002
C002
C002
GENERATOR
CONCRETE PAD DETAIL
N.T.S.
6X6 W4XW4 WELDED WIRE REINFORCEMENT
8" NONREINFORCED PORTLAND CEMENT
CONCRETE PAVEMENT
8" AGGREGATE BASE
SUBGRADE COMPACTION, REFER TO
GEOTECHNICAL REPORT N3195011 DATED
12-16-2020 & STANDARD SPECIFICATION 31 20 00.
1 2 3
2"
" C
O N
C R
ET
E
TU
R
N D
O W
N
AL
O N
G
PE
R
IM
ET
ER
C002
PIPE BOLLARD DETAIL
N.T.S.
18" DIA.
CONC. BASE
FINISH GRADE
SEAL JOINT - TOTAL PERIMETER
SLOPE AWAY FOR PROPER DRAINAGE
6" DIA. GALV. STEEL PIPE -
FILL WITH CONCRETE -
CONC. TO BE 4000PSI WITH 4-5%
AIR ENTRAINMENT - PAINT SAFETY YELLOW
ROUND OFF CONC. TOP
TO SMOOTH FINISH
C002
RUBBER WHEEL STOP DETAIL
N.T.S.
PLAN VIEW
SECTION A-A
ASPHALT PAVEMENT
5"
7"
20 1/2" EMBEDMENT
9' STALL (TYP)
6'-0" 3'-0" E/P
7" 2'-0"
A
A
1"x6" SOCKET
FOR DOWELS
DRAINAGE SLOTS
2 - #4 REBAR (TYP)
3/4"X24" DOWEL
2 ANCHORS
3/4"X24" DOWEL
C002
NTS
DECORATIVE BLACK WROUGHT IRON FENCE
POST AT 8'-0" O.C. MAX
4' T
AL
L
BL
AC
K
AL
U M
IN
U
M F
EN
C
IN
G
C002
8"
NOTE:
1) ALUMINUM FENCING SHALL
HAVE BLACK WROUGHT IRON
APPEARANCE.
AutoCAD SHX Text 33974
AutoCAD SHX Text
SPALDING
AutoCAD SHX Text
JUSTIN
AutoCAD SHX Text P
AutoCAD SHX Text R
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text I
AutoCAD SHX Text O
AutoCAD SHX Text N
AutoCAD SHX Text A
AutoCAD SHX Text L
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text G
AutoCAD SHX Text I
AutoCAD SHX Text N
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text S
AutoCAD SHX Text L
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text A
AutoCAD SHX Text T
AutoCAD SHX Text E
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text Y
AutoCAD SHX Text T
AutoCAD SHX Text E
AutoCAD SHX Text K
AutoCAD SHX Text K
AutoCAD SHX Text C
AutoCAD SHX Text U
FF=919.1
FF=919.0
FF=919.0
FF=919.0
FF=919.0
FF=919.0
FF=919.0
FF=919.0
FF=919.5
FF=919.5
FF=919.5
FF=919.5
FF=919.6
FF=919.5
FF=919.6
BLDG. UNDER
CONSTRUCTION
CHAIN LINK
CHAIN LINK
CONSTRUCTION
CHAIN LINK
CONSTRUCTION
CHAIN LINK
CHAIN LINK
CONSTRUCTION
SILT FENCE
CONSTRUCTION
SILT FENCE
CONSTRUCTION
SILT FENCE
G
32"
36"
40"38"
34"
51"
25" 25" 18"14" 14" 14" 24"17"
48"
19"
9" 20"
28"
13"
30"
20" 26" 20"
18"18" 24" 30" 24"
18"
FF=902.2
BLDG. 52
UTILITY STUB UP
GAS LINE STUB UP
UTILITY STUB UP
W
AT
ER
LE
VE
L
EL
=9
.0'
SANITARY STUB UP
PE
R
PH
AS
E I P
LA
NS
PB
PB
E
PER PHASE I PLANS
PE
R
PH
AS
E I P
LA
NS
PE
R
PH
AS
E I P
LA
NS
PE
R
PH
AS
E I P
LA
NS
PER PHASE I PLANS
SECURITY CAMERA POLE
WWW
W
W
W
VIP VIP
W
CDF
CDF W
PE
R
PH
AS
E I P
LA
NS
PER PHASE I PLANS
PER PHASE I P
LANS
PER PHASE I PLANS
FORCE MAIN
PER PHASE I PLANS
FORCE MAIN
CONSTRUCTION
CHAIN LINK
CO
S
CO
CO
S
S
S
CONTROL POINT #4
IRON PIN
N=57,933.29 E=56,509.14
CONTROL POINT #1
IRON PIN
N=57,759.49 E=56,581.64
CONTROL POINT #2
IRON PIN
N=57,781.05 E=56,894.67
CONTROL POINT #3
IRON PIN
N=57,613.18 E=57,069.08
EXISTING BENCHMARK
RAILROAD SPIKE IN TREE
EL=922.68
EXISTING BENCHMARK
RAILROAD SPIKE IN TREE
EL=916.34
BLOCK
CONC.
CONC.
CONC.
CONC.
CHAIN LINK
CONC.
BLDG. UNDER
CONSTRUCTION
CONDUIT STUB UP
50'
STR
EAM BUFF
ER
' S
TR
EA
M
BU
FF
ER
50'
STREAM BUFFER
MH
TOP =
916.73
INV = 909.52
MH
TOP =
914.11
INV =
903.83
8" PV
C
MH
TOP =
903.63
INV = 899.35
10" PVC (PER
RECORD)
10"
PVC (P
ER
RECORD)
MH
TOP =
925.80
CO
TOP =
918.93
CO
TOP =
918.54
CO
TOP =
917.02
CB
TOP = 917.38
INV (NW) =
914.20
CB
TOP = 918.23
INV (SE) =
913.67
INV (NW) =
913.13
12" CMP (PER
RECORD)
CB
TOP = 917.99
INV (NW) =
917.47
CB
TOP = 918.81
INV (SE) =
912.79
INV (N) = 912.69
12" CMP (PERRECORD)
CB
TOP = 914.90
INV (NW) =
910.75
12"CMP
12"
CMP
12"
CMP
INV =
912.35
INV =
909.93
INV =
910.10
CB
TOP = 904.26
INV (NW) =
899.24
INV(SE) = 899.15
INV(SE) = 901.99
INV(SE) = 903.01
18"CONC
INV =
899.14
30"
CONC
INV =
885.28
INV =
885.31
12"
CLAY
INV =
895.04
' S
TR
EAM B
UFF
ER
NO A
CTIV
ITY
/D
IS
TU
RBANCE
W
ITH
IN
TH
IS
A
REA
CO
WS
AS
C
ON
ST
RU
CT
ED
P
ER
V
A
AS
CONST
RUCTE
D PE
R VA
0 91
90588
89889
90490
C100
190107.000
VA HOSPITAL
KLEINGERS
GROUP
THE www.kleingers.comCIVIL ENGINEERING
SURVEYING
LANDSCAPE
ARCHITECTURE
Louisville, KY 40299 502.365.9950
1100 Envoy Circle
0 6015 30
UTILITY NOTE:
CONTRACTOR IS RESPONSIBLE FOR FIELD LOCATION AND
VERIFICATION OF ALL UTILITIES UPON FEDERAL LAND PRIOR
TO ANY LAND DISTURBANCE ACTIVITY UTILITIES SHALL BE
MARKED AT ALL TIMES. IF LOCATION/VERIFICATION OF
UTLITIES UPON STATE OR PRIVATE PROPERTY BECOMES
NECESSARY, PLEASE NOTIFY THE KENTUCKY UTILITY
PROTECTION SERVICE AT 1-800-752-6007 BEFORE ANY
PERIOD OF EXCAVATION OR CONSTRUCTION ACTIVITY.
UNDERGROUND UTILITIES ARE PLOTTED FROM A
COMPILATION OF AVAILABLE RECORD INFORMATION AND
SURFACE INDICATIONS OF UNDERGROUND STRUCTURES
AND MAY NOT BE INCLUSIVE. PRECISE LOCATIONS AND THE
EXISTENCE OR NON EXISTENCE OF UNDERGROUND UTILITIES
CANNOT BE VERIFIED.
VA Project No. 596-333 Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
Office of Construction and Facilities Management 2250 LEESTOWN ROAD
LEXINGTON, KY 40511
FAYETTE COUNTY
Revisions Date
100% 02.12.2021CONSTRUCTION DOCUMENTS
100%
CONSTRUCTION
DOCUMENTS
02-12-2020 PW JS
204 & 205
1 04.08.2021ADDENDUM #1
LEGEND:
IRON PIN FOUND (1/2" UNLESS OTHERWISE NOTED)
1/2" IRON PIN SET
MAG NAIL SET
BOX CUT SET
SANITARY MANHOLE
CLEANOUT
DOWNSPOUT
CATCH BASIN
SIGN
GUARD POST
MAILBOX
GAS VALVE
GAS SERVICE
AC UNIT
ELECTRIC METER
ELECTRIC BOX
TRANSFORMER
UTILITY POLE
GUY WIRE
WATER METER
WATER VALVE
FIRE DEPARTMENT CONNECTION
WATER SPIGOT
FIRE HYDRANT
DECIDUOUS TREE
TREE LINE
FENCE LINE
OVERHEAD UTILITIES
UNDERGROUND ELECTRIC
UNDERGROUND GAS
SANITARY SEWER
STORM SEWER
ASPHALT
CONCRETE
GRAVEL
LANDSCAPED AREA
RIPRAP
S
CO
GP
MB
G
GS
AC
E
E
W
W
CDF
SP
OU
UE
G
X
EXISTING
CONDITIONS
NOTES:
1. SURVEY WAS PREPARED BY OTHERS. ANY QUESTIONS REGARDING CONTROL
POINTS, ACCURACY, OR OTHER ISSUES SHOULD BE DIRECTED TO XXXX.
AutoCAD SHX Text
EH
AutoCAD SHX Text 33974
AutoCAD SHX Text
SPALDING
AutoCAD SHX Text
JUSTIN
AutoCAD SHX Text P
AutoCAD SHX Text R
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text I
AutoCAD SHX Text O
AutoCAD SHX Text N
AutoCAD SHX Text A
AutoCAD SHX Text L
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text G
AutoCAD SHX Text I
AutoCAD SHX Text N
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text S
AutoCAD SHX Text L
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text A
AutoCAD SHX Text T
AutoCAD SHX Text E
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text Y
AutoCAD SHX Text T
AutoCAD SHX Text E
AutoCAD SHX Text K
AutoCAD SHX Text K
AutoCAD SHX Text C
AutoCAD SHX Text U
FF=919.0
FF=919.0
FF=919.0
FF=919.0
FF=919.0
FF=919.0
FF=919.5
FF=919.5
FF=919.5
FF=919.5
FF=919.6
FF=919.5
FF=919.6
BLDG. UNDER
CONSTRUCTION
CHAIN LINK
CHAIN LINK
CONSTRUCTION
CHAIN LINK
CONSTRUCTION
CHAIN LINK
CHAIN LINK
CONSTRUCTION
SILT FENCE
CONSTRUCTION
SILT FENCE
CONSTRUCTION
SILT FENCE
G
32"
36"
40"38"
34"
51"
25" 25" 18"14" 14" 14" 24"17"
48"
19"
9" 20"
28"
13"
30"
20" 26" 20"
18"18" 24"
18"
FF=902.2
BLDG. 52
GAS LINE STUB UP
UTILITY STUB UP
W
AT
ER
LE
VE
L
EL
=9
.0'
SANITARY STUB UP
PE
R
PH
AS
E I P
LA
NS
PB
PB
E
PER PHASE I PLANS
PE
R
PH
AS
E I P
LA
NS
PE
R
PH
AS
E I P
LA
NS
PE
R
PH
AS
E I P
LA
NS
PER PHASE I PLANS
SECURITY CAMERA POLE
WWW
W
W
W
VIP VIP
W
CDF
CDF W
PE
R
PH
AS
E I P
LA
NS
PER PHASE I PLANS
PER PHASE I P
LANS
PER PHASE I PLANS
FORCE MAIN
PER PHASE I PLANS
FORCE MAIN
CO
S
CO
CO
S
S
S
CONTROL POINT #4
IRON PIN
N=57,933.29 E=56,509.14
CONTROL POINT #1
IRON PIN
N=57,759.49 E=56,581.64
CONTROL POINT #2
IRON PIN
N=57,781.05 E=56,894.67
CONTROL POINT #3
IRON PIN
N=57,613.18 E=57,069.08
EXISTING BENCHMARK
RAILROAD SPIKE IN TREE
EL=922.68
EXISTING BENCHMARK
RAILROAD SPIKE IN TREE
EL=916.34
BLOCK
CONC.
CONC.
CONC.
CONC.
CONC.
BLDG. UNDER
CONSTRUCTION
CONDUIT STUB UP
50'
STR
EAM BUFF
ER
' S
TR
EA
M
BU
FF
ER
50'
STREAM BUFFER
MH
TOP =
916.73
INV = 909.52
MH
TOP =
914.11
INV =
903.83
8" PV
C
MH
TOP =
903.63
INV = 899.35
10" PVC (PER
RECORD)
10"
PVC (P
ER
RECORD)
MH
TOP =
925.80
CO
TOP =
918.93
CO
TOP =
918.54
CO
TOP =
917.02
CB
TOP = 917.38
INV (NW) =
914.20
CB
TOP = 918.23
INV (SE) =
913.67
INV (NW) =
913.13
12" CMP (PER
RECORD)
CB
TOP = 917.99
INV (NW) =
917.47
CB
TOP = 918.81
INV (SE) =
912.79
INV (N) = 912.69
12" CMP (PERRECORD)
CB
TOP = 914.90
INV (NW) =
910.75
12"CMP
12"
CMP
12"
CMP
INV =
912.35
INV =
909.93
INV =
910.10
CB
TOP = 904.26
INV (NW) =
899.24
INV(SE) = 899.15
INV(SE) = 901.99
INV(SE) = 903.01
18"CONC
INV =
899.14
30"
CONC
INV =
885.28
INV =
885.31
12"
CLAY
INV =
895.04
' S
TR
EAM B
UFF
ER
NO A
CTIV
ITY
/D
IS
TU
RBANCE
W
ITH
IN
TH
IS
A
REA
CO
WS
AS
C
ON
ST
RU
CT
ED
P
ER
V
A
AS
CONST
RUCTE
D PE
R VA
C200
190107.000
VA HOSPITAL
KLEINGERS
GROUP
THE www.kleingers.comCIVIL ENGINEERING
SURVEYING
LANDSCAPE
ARCHITECTURE
Louisville, KY 40299 502.365.9950
1100 Envoy Circle
0 6015 30
UTILITY NOTE:
CONTRACTOR IS RESPONSIBLE FOR FIELD LOCATION AND
VERIFICATION OF ALL UTILITIES UPON FEDERAL LAND PRIOR
TO ANY LAND DISTURBANCE ACTIVITY UTILITIES SHALL BE
MARKED AT ALL TIMES. IF LOCATION/VERIFICATION OF
UTLITIES UPON STATE OR PRIVATE PROPERTY BECOMES
NECESSARY, PLEASE NOTIFY THE KENTUCKY UTILITY
PROTECTION SERVICE AT 1-800-752-6007 BEFORE ANY
PERIOD OF EXCAVATION OR CONSTRUCTION ACTIVITY.
UNDERGROUND UTILITIES ARE PLOTTED FROM A
COMPILATION OF AVAILABLE RECORD INFORMATION AND
SURFACE INDICATIONS OF UNDERGROUND STRUCTURES
AND MAY NOT BE INCLUSIVE. PRECISE LOCATIONS AND THE
EXISTENCE OR NON EXISTENCE OF UNDERGROUND UTILITIES
CANNOT BE VERIFIED.
VA Project No. 596-333 Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
Office of Construction and Facilities Management 2250 LEESTOWN ROAD
LEXINGTON, KY 40511
FAYETTE COUNTY
Revisions Date
100% 02.12.2021CONSTRUCTION DOCUMENTS
100%
CONSTRUCTION
DOCUMENTS
02-12-2020 PW JS
204 & 205
1 04.08.2021ADDENDUM #1
DEMOLITION PLAN
DEMOLITION PLAN KEY NOTES
REMOVE EXISTING TREE.
EXISTING HEADWALL TO BE RELOCATED
EXISTING OUTLET STRUCTURE TO REMAIN
EXISTING DETENTION POND TO REMAIN. SEE SHEET C400 FOR
MODIFICATIONS
CONTRACTOR TO MARK AND VERIFY PRECISE LOCATION OF FORCE
MAIN(S) PRIOR TO CONSTRUCTION AND REPORT ANY
DISCREPANCIES TO ENGINEER. ANY NECESSARY RELOCATION OF
FORCE MAIN TO BE COORDINATED WITH PROPER AGENCIES,
OWNER, AND ENGINEER.
ELECTRICAL SERVICE TO PHASE I CURRENTLY UNDER
CONSTRUCTION. CONTRACTOR TO FIELD VERIFY LOCATION OF
ELECTRICAL SERVICE PRIOR TO CONSTRUCTION AND COORDINATE
WITH ENGINEER.
PHASE I IS CURRENTLY UNDER CONSTRUCTION. PHASE I EDGE OF
PAVEMENT IS SHOWN APPROXIMATELY. EDGE OF PAVEMENT
SHALL BE REMOVED AS NECESSARY TO CONSTRUCT PHASE II. SEE
NOTE 7 BELOW.
EXISTING SANITARY SEWER TO BE RELOCATED. SEE SHEET C500
EXISTING STORM TO BE REMOVED. SEE SHEET C600.
CONTRACTOR TO REMOVE AND ADJUST TEMPORARY
CONSTRUCTION FENCING AS NECESSARY.
CONTRACTOR TO REMOVE AND ADJUST EXISTING SILT FENCE AS
NECESSARY.
CONTRACTOR TO VERIFY EXISTING STORM SEWER AND INLETS
WERE CONSTRUCTED AS PART OF PHASE I. REPORT INVERT AND
RIM ELEVATIONS TO ENGINEER PRIOR TO BEGINNING
CONSTRUCTION.
6"
DEMOLITION KEY
EXISTING TREE TO REMAIN
SAWCUT PAVEMENT/CONCRETE EDGE.
WHERE PROPOSED ASPHALT
PAVEMENT IS TO MATCH EX. ASPHALT
PAVEMENT, SAWCUT CRACKED OR
DAMAGED EX. PAVEMENT IN NEAT,
STRAIGHT LINES TO CREATE A CLEAN
BUTT JOINT AND REMOVE DAMAGED
PAVEMENT. COAT EDGE OF EX.
PAVEMENT WITH ASPHALT PRIOR TO
PLACING AND COVER JOINT WITH
SEALANT.
REMOVE EXISTING ASPHALT
10" EXISTING TREE TO BE REMOVED
DEMOLITION GENERAL NOTES:
1. CONTRACTOR IS TO REMOVE ALL ABANDONED UTILITIES AND
BACKFILL/COMPACT EXCAVATION.
2. CONTRACTOR SHALL ARRANGE FOR A SURVEYOR TO STAKE
NEW SERVICE LOCATIONS FOR LG&E.
3. CONTRACTOR SHALL COORDINATE ALL NECESSARY UTILITY
VACATIONS AND CONNECTIONS WITH ALL ASSOCIATED
UTILITY COMPANIES.
4. CONTRACTOR TO COORDINATE ANY WORK WITHIN
RIGHT-OF-WAY WITH KYTC AND FAYETTE COUNTY.
5. CONTRACTOR TO REMOVE, CAP, AND PLUG ALL EXISTING
RESIDENTIAL/COMMERCIAL BUILDING UTILITY SERVICES AS
NECESSARY. REPORT ANY DISCREPANCIES TO ENGINEER.
6. CONTRACTOR SHALL FIELD LOCATE ALL UTILITIES PRIOR TO
COMMENCING DEMOLITION AND EXCAVATION ACTIVITY.
7. PHASE I IS CURRENTLY UNDER CONSTRUCTION.
SURVEY WAS COLLECTED PRIOR TO COMPLETION OF
PHASE I UPON VA'S REQUEST. LIMITS OF PHASE I
PAVEMENT AND CONCRETE ARE APPROXIMATE AND
SHALL BE VERIFIED IN THE FIELD BY CONTRACTOR
PRIOR TO CONSTRUCTION.
REMOVE EXISTING SIDEWALK
REMOVE EXISTING LANDSCAPING
EXISTING CURB TO BE REMOVED
EXISTING CURB TO REMAIN
PHASE I CURRENTLY UNDER
CONSTRUCTION. SEE NOTE 7
THIS SHEET
REMOVE EXISTING GRAVEL
AutoCAD SHX Text
EH
AutoCAD SHX Text 33974
AutoCAD SHX Text
SPALDING
AutoCAD SHX Text
JUSTIN
AutoCAD SHX Text P
AutoCAD SHX Text R
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text I
AutoCAD SHX Text O
AutoCAD SHX Text N
AutoCAD SHX Text A
AutoCAD SHX Text L
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text G
AutoCAD SHX Text I
AutoCAD SHX Text N
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text S
AutoCAD SHX Text L
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text A
AutoCAD SHX Text T
AutoCAD SHX Text E
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text Y
AutoCAD SHX Text T
AutoCAD SHX Text E
AutoCAD SHX Text K
AutoCAD SHX Text K
AutoCAD SHX Text C
AutoCAD SHX Text U
5 91091091
4 90 6 90
8 909909
9 91
FF=919.1
FF=919.0
FF=919.0
FF=919.0
FF=919.0
FF=919.0
FF=919.0
FF=919.0
FF=919.5
FF=919.5
FF=919.5
FF=919.5
FF=919.6
FF=919.5
FF=919.6
BLDG. UNDER
CONSTRUCTION
CHAIN LINK
CHAIN LINK
CONSTRUCTION
CHAIN LINK
CONSTRUCTION
CHAIN LINK
CHAIN LINK
CONSTRUCTION
SILT FENCE
CONSTRUCTION
SILT FENCE
CONSTRUCTION
SILT FENCE
G
32"
36"
38"
34"
51"
24"17"
48"
19"
9" 20"
20"
28"
13"
30"
20" 26" 20"
18"18" 24" 30" 24"
18"
FF=902.2
BLDG. 52
UTILITY STUB UP
GAS LINE STUB UP
UTILITY STUB UP
W
AT
ER
LE
VE
L
EL
=9
.0'
SANITARY STUB UP
PE
R
PH
AS
E I P
LA
NS
PB
PB
E
PER PHASE I PLANS
PE
R
PH
AS
E I P
LA
NS
PE
R
PH
AS
E I P
LA
NS
PE
R
PH
AS
E I P
LA
NS
PER PHASE I PLANS
SECURITY CAMERA POLE
WWW
W
W
W
VIP VIP
W
CDF
CDF W
PE
R
PH
AS
E I P
LA
NS
PER PHASE I PLANS
PER PHASE I P
LANS
PER PHASE I PLANS
FORCE MAIN
PER PHASE I PLANS
FORCE MAIN
CONSTRUCTION
CHAIN LINK
CO
S
CO
CO
S
S
S
CONTROL POINT #4
IRON PIN
N=57,933.29 E=56,509.14
CONTROL POINT #1
IRON PIN
N=57,759.49 E=56,581.64
CONTROL POINT #2
IRON PIN
N=57,781.05 E=56,894.67
CONTROL POINT #3
IRON PIN
N=57,613.18 E=57,069.08
EXISTING BENCHMARK
RAILROAD SPIKE IN TREE
EL=922.68
EXISTING BENCHMARK
RAILROAD SPIKE IN TREE
EL=916.34
BLOCK
CONC.
CONC.
CONC.
CHAIN LINK
CONC.
BLDG. UNDER
CONSTRUCTION
CONDUIT STUB UP
50'
STR
EAM BUFF
ER
' S
TR
EA
M
BU
FF
ER
50'
STREAM BUFFER
MH
TOP =
916.73
INV = 909.52
MH
TOP =
914.11
INV =
903.83
8" PV
C
MH
TOP =
903.63
INV = 899.35
10"
PVC (P
ER
RECORD)
MH
TOP =
925.80
CO
TOP =
918.93
CO
TOP =
918.54
CO
TOP =
917.02
CB
TOP = 917.38
INV (NW) =
914.20
CB
TOP = 918.23
INV (SE) =
913.67
INV (NW) =
913.13
12" CMP (PER
RECORD)
CB
TOP = 917.99
INV (NW) =
917.47
CB
TOP = 918.81
INV (SE) =
912.79
INV (N) = 912.69
12" CMP (PERRECORD)
CB
TOP = 914.90
INV (NW) =
910.75
12"CMP
12"
CMP
12"
CMP
INV =
909.93
INV =
910.10
CB
TOP = 904.26
INV (NW) =
899.24
INV(SE) = 899.15
INV(SE) = 901.99
INV(SE) = 903.01
18"CONC
INV =
899.14
30"
CONC
INV =
885.28
INV =
885.31
12"
CLAY
INV =
895.04
' S
TR
EAM B
UFF
ER
NO A
CTIV
ITY
/D
IS
TU
RBANCE
W
ITH
IN
TH
IS
A
REA
CO
WS
AS
C
ON
ST
RU
CT
ED
P
ER
V
A
AS
CONST
RUCTE
D PE
R VA
FF=919.1
FF=919.0
FF=919.0
FF=919.0
FF=919.0
FF=919.0
FF=919.0
FF=919.0
FF=919.5
FF=919.5
FF=919.5
FF=919.5
FF=919.6
FF=919.5
FF=919.6
BLDG. UNDER
CONSTRUCTION
CHAIN LINK
CHAIN LINK
CONSTRUCTION
CHAIN LINK
CONSTRUCTION
CHAIN LINK
CHAIN LINK
CONSTRUCTION
SILT FENCE
CONSTRUCTION
SILT FENCE
CONSTRUCTION
SILT FENCE
G
32"
36"
38"
34"
51"
24"17"
48"
19"
9" 20"
20"
28"
13"
30"
20" 26" 20"
18"18" 24" 30" 24"
18"
FF=902.2
BLDG. 52
UTILITY STUB UP
GAS LINE STUB UP
UTILITY STUB UP
W
AT
ER
LE
VE
L
EL
=9
.0'
SANITARY STUB UP
PE
R
PH
AS
E I P
LA
NS
PB
PB
E
PER PHASE I PLANS
PE
R
PH
AS
E I P
LA
NS
PE
R
PH
AS
E I P
LA
NS
PE
R
PH
AS
E I P
LA
NS
PER PHASE I PLANS
SECURITY CAMERA POLE
WWW
W
W
W
VIP VIP
W
CDF
CDF W
PE
R
PH
AS
E I P
LA
NS
PER PHASE I PLANS
PER PHASE I P
LANS
PER PHASE I PLANS
FORCE MAIN
PER PHASE I PLANS
FORCE MAIN
CONSTRUCTION
CHAIN LINK
CO
S
CO
CO
S
S
S
CONTROL POINT #4
IRON PIN
N=57,933.29 E=56,509.14
CONTROL POINT #1
IRON PIN
N=57,759.49 E=56,581.64
CONTROL POINT #2
IRON PIN
N=57,781.05 E=56,894.67
CONTROL POINT #3
IRON PIN
N=57,613.18 E=57,069.08
EXISTING BENCHMARK
RAILROAD SPIKE IN TREE
EL=922.68
EXISTING BENCHMARK
RAILROAD SPIKE IN TREE
EL=916.34
BLOCK
CONC.
CONC.
CONC.
CHAIN LINK
CONC.
BLDG. UNDER
CONSTRUCTION
CONDUIT STUB UP
50'
STR
EAM BUFF
ER
' S
TR
EA
M
BU
FF
ER
50'
STREAM BUFFER
MH
TOP =
916.73
INV = 909.52
MH
TOP =
914.11
INV =
903.83
8" PV
C
MH
TOP =
903.63
INV = 899.35
10"
PVC (P
ER
RECORD)
MH
TOP =
925.80
CO
TOP =
918.93
CO
TOP =
918.54
CO
TOP =
917.02
CB
TOP = 917.38
INV (NW) =
914.20
CB
TOP = 918.23
INV (SE) =
913.67
INV (NW) =
913.13
12" CMP (PER
RECORD)
CB
TOP = 917.99
INV (NW) =
917.47
CB
TOP = 918.81
INV (SE) =
912.79
INV (N) = 912.69
12" CMP (PERRECORD)
CB
TOP = 914.90
INV (NW) =
910.75
12"CMP
12"
CMP
12"
CMP
INV =
909.93
INV =
910.10
CB
TOP = 904.26
INV (NW) =
899.24
INV(SE) = 899.15
INV(SE) = 901.99
INV(SE) = 903.01
18"CONC
INV =
899.14
30"
CONC
INV =
885.28
INV =
885.31
12"
CLAY
INV =
895.04
' S
TR
EAM B
UFF
ER
NO A
CTIV
ITY
/D
IS
TU
RBANCE
W
ITH
IN
TH
IS
A
REA
CO
WS
AS
C
ON
ST
RU
CT
ED
P
ER
V
A
AS
CONST
RUCTE
D PE
R VA
CO
CO
S
W
W
W
UE UE
UE
UE
UE
EO
UE UE UE
UE
G G
G G
G G
G
G
G
G
G
G
G
G
G
G
G
G G
G
G
G
UU
U
U U
U
UU UU
UU UU
UU
UU
UU
UU UU
U U
UU
COCO
CO
CO
CO
CO
CO
CO CO
CO
CO
CO
CO
CO CO
CO
CO
CO
CO CO
CO
AC
AC
AC
EX. PHASE I
CONSTRUCTION TRAILER
GEN
UEUEUEU
E
E
X
X
CO
PI
V
X
X
FD
FD
8B
7B
6B
5B
ST
AI
R
9B
0B
1B
2B
3B
4B
0A
0D
0C
0B
4B
3B
2B
1B
0B
0C
0D 10
0A
8B
0B
9B
8B
7B
6B
5B
D ow n
D ow n
Bu ild in g
Bu ild in g
PROPOSED BUILDING
F.F.E. 918.50
BUILDING 204 & 205
TOTAL 18,764 SQ. FT
PR. PHASE II
CONSTRUCTION TRAILER
W
W
W
G
Y H
D
W V
PI
V
W
W
S
S
2 90
3 90 4 90
7 90
8 90
916.89 917.39
918.50
918.24
917.81
918.50
917.71
917.27 917.08
918.12 917.99
917.77
917.13
917.18
917.41
917.70
916.66
916.37
916.50
916.67916.41916.15
916.31 916.81
916.74916.31
915.51914.99 914.89
916.79
918.34
918.24
917.76
918.15
918.02
904.85
904.85
918.86 918.48
897.83
896.82 897.94
899.19
900.03
901.55 901.78
902.48
903.35
899.86
898.83 898.82
898.86
901.05
916.47
904.85 WB
904.73 WB
904.61 WB
904.65 WT
908.75 WT
911.24 WT
914.79 913.83
911.80911.42
913.36
913.36
912.63
908.58
910 91
898 899
902 903 904
HW200
OS201
917.08
C400
190107.000
VA HOSPITAL
KLEINGERS
GROUP
THE www.kleingers.comCIVIL ENGINEERING
SURVEYING
LANDSCAPE
ARCHITECTURE
Louisville, KY 40299 502.365.9950
1100 Envoy Circle
0 6015 30
UTILITY NOTE:
CONTRACTOR IS RESPONSIBLE FOR FIELD LOCATION AND
VERIFICATION OF ALL UTILITIES UPON FEDERAL LAND PRIOR
TO ANY LAND DISTURBANCE ACTIVITY UTILITIES SHALL BE
MARKED AT ALL TIMES. IF LOCATION/VERIFICATION OF
UTLITIES UPON STATE OR PRIVATE PROPERTY BECOMES
NECESSARY, PLEASE NOTIFY THE KENTUCKY UTILITY
PROTECTION SERVICE AT 1-800-752-6007 BEFORE ANY
PERIOD OF EXCAVATION OR CONSTRUCTION ACTIVITY.
UNDERGROUND UTILITIES ARE PLOTTED FROM A
COMPILATION OF AVAILABLE RECORD INFORMATION AND
SURFACE INDICATIONS OF UNDERGROUND STRUCTURES
AND MAY NOT BE INCLUSIVE. PRECISE LOCATIONS AND THE
EXISTENCE OR NON EXISTENCE OF UNDERGROUND UTILITIES
CANNOT BE VERIFIED.
VA Project No. 596-333 Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
Office of Construction and Facilities Management 2250 LEESTOWN ROAD
LEXINGTON, KY 40511
FAYETTE COUNTY
Revisions Date
100% 02.12.2021CONSTRUCTION DOCUMENTS
100%
CONSTRUCTION
DOCUMENTS
02-12-2020 PW JS
204 & 205
1 04.08.2021ADDENDUM #1
GRADING PLAN
PROPOSED CONTOURS
PROPOSED BACK OF CURB &
EDGE OF PAVEMENT SPOT ELEVATION
EXISTING LEGEND
EXISTING CONTOURS
PROPOSED LEGEND
PROPOSED TOP ELEVATION AT WALL
PROPOSED GROUND ELEVATION AT WALL
PROPOSED SPOT ELEVATION
EXISTING SPOT ELEVATION
MATCH EXISTING
GRADING NOTES
1. EXISTING UTILITIES TO BE PROTECTED DURING EARTHWORK
OPERATIONS.
2. ALL SPOT ELEVATIONS ARE TO FINISHED PAVEMENT
ELEVATIONS UNLESS OTHERWISE NOTED.
3.NO EXCAVATION ACTIVITIES TO BE PERFORMED OVER TOP OF
EXISTING FORCE MAIN BESIDES PLACING FILL MATERIAL.
CONST. BIO-SWALE
FLAT BOTTOM WIDTH = 2'
SEE DETAIL 9, SHEET C003
CONST. BERM TO ALLOW
PONDING WITHIN BIO-SWALE
CONST. BERM TO ALLOW
PONDING WITHIN BIO-SWALE
CONST. BIO-SWALE
FLAT BOTTOM WIDTH = 5'
SEE DETAIL 9, SHEET C003
PR. RETAINING WALL
SEE DETAIL 7, SHEET C002
SIDEWALK NOTES
1. SIDEWALK TO MEET ALL ADA AND VA STANDARDS FOR
PEDESTRIAN SAFETY.
2.SIDEWALKS SHALL NOT EXCEED 5.0% LONGITUDINAL SLOPE
AND 2.0% CROSS SLOPE
3.IF NECESSARY SIDEWALK RAMPS SHALL NOT EXCEED 8.33%
LONGITUDINAL SLOPE, 2.0% CROSS SLOPE.
LIMIT GRADING ACTIVITIES OVER EXISTING UTILITIES IN TO
PLACEMENT OF FILL MATERIAL ONLY.
NO CUTTING/EXCAVATION SHALL TAKE PLACE OVER EXISTING
FORCEMAINS AND UNDERGROUND ELECTRIC
TIE IN GRADES WITHIN PHASE I
PARKING LOT ARE SHOWN PER
PHASE I DESIGN. CONTRACTOR
TO VERIFY PHASE I FINISH
GRADE ELEVATIONS AT TIE IN
LOCATIONS PRIOR TO
BEGINNING CONSTRUCTION.
REPORT ANY DISCREPANCIES
TO ENGINEER.
AutoCAD SHX Text
EH
AutoCAD SHX Text
EH
AutoCAD SHX Text 33974
AutoCAD SHX Text
SPALDING
AutoCAD SHX Text
JUSTIN
AutoCAD SHX Text P
AutoCAD SHX Text R
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text I
AutoCAD SHX Text O
AutoCAD SHX Text N
AutoCAD SHX Text A
AutoCAD SHX Text L
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text G
AutoCAD SHX Text I
AutoCAD SHX Text N
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text S
AutoCAD SHX Text L
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text A
AutoCAD SHX Text T
AutoCAD SHX Text E
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text Y
AutoCAD SHX Text T
AutoCAD SHX Text E
AutoCAD SHX Text K
AutoCAD SHX Text K
AutoCAD SHX Text C
AutoCAD SHX Text U
AutoCAD SHX Text N
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
BC=903.25
AutoCAD SHX Text
EP=902.75
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
TW=904.50
AutoCAD SHX Text
BW=898.25
AutoCAD SHX Text 905.75
AutoCAD SHX Text 902.50
905.75 M.E.
FF=919.0
FF=919.0
FF=919.0
FF=919.0
FF=919.0
FF=919.0
FF=919.5
FF=919.5
FF=919.5
FF=919.5
FF=919.6
FF=919.5
FF=919.6
BLDG. UNDER
CONSTRUCTION
CHAIN LINK
CHAIN LINK
CONSTRUCTION
CHAIN LINK
CONSTRUCTION
CHAIN LINK
CHAIN LINK
CONSTRUCTION
SILT FENCE
CONSTRUCTION
SILT FENCE
CONSTRUCTION
SILT FENCE
G
32"
36"
38"
34"
51"
24"17"
48"
19"
9" 20"
20"
28"
13"
30"
20" 26" 20"
18"18" 24" 30" 24"
18"
FF=902.2
BLDG. 52
UTILITY STUB UP
GAS LINE STUB UP
UTILITY STUB UP
W
AT
ER
LE
VE
L
EL
=9
.0'
SANITARY STUB UP
PE
R
PH
AS
E I P
LA
NS
PB
PB
E
PER PHASE I PLANS
PE
R
PH
AS
E I P
LA
NS
PE
R
PH
AS
E I P
LA
NS
PE
R
PH
AS
E I P
LA
NS
PER PHASE I PLANS
SECURITY CAMERA POLE
WWW
W
W
W
VIP VIP
W
CDF
CDF W
PE
R
PH
AS
E I P
LA
NS
PER PHASE I PLANS
PER PHASE I P
LANS
PER PHASE I PLANS
FORCE MAIN
PER PHASE I PLANS
FORCE MAIN
CONSTRUCTION
CHAIN LINK
CO
S
CO
CO
S
S
S
CONTROL POINT #4
IRON PIN
N=57,933.29 E=56,509.14
CONTROL POINT #1
IRON PIN
N=57,759.49 E=56,581.64
CONTROL POINT #2
IRON PIN
N=57,781.05 E=56,894.67
CONTROL POINT #3
IRON PIN
N=57,613.18 E=57,069.08
EXISTING BENCHMARK
RAILROAD SPIKE IN TREE
EL=922.68
EXISTING BENCHMARK
RAILROAD SPIKE IN TREE
EL=916.34
BLOCK
CONC.
CONC.
CONC.
CHAIN LINK
CONC.
BLDG. UNDER
CONSTRUCTION
CONDUIT STUB UP
50'
STR
EAM BUFF
ER
' S
TR
EA
M
BU
FF
ER
50'
STREAM BUFFER
MH
TOP =
916.73
INV = 909.52
MH
TOP =
914.11
INV =
903.83
8" PV
C
MH
TOP =
903.63
INV = 899.35
10"
PVC (P
ER
RECORD)
MH
TOP =
925.80
CO
TOP =
918.93
CO
TOP =
918.54
CO
TOP =
917.02
CB
TOP = 917.38
INV (NW) =
914.20
CB
TOP = 918.23
INV (SE) =
913.67
INV (NW) =
913.13
12" CMP (PER
RECORD)
CB
TOP = 917.99
INV (NW) =
917.47
CB
TOP = 918.81
INV (SE) =
912.79
INV (N) = 912.69
12" CMP (PERRECORD)
CB
TOP = 914.90
INV (NW) =
910.75
12"CMP
12"
CMP
12"
CMP
INV =
909.93
INV =
910.10
CB
TOP = 904.26
INV (NW) =
899.24
INV(SE) = 899.15
INV(SE) = 901.99
INV(SE) = 903.01
18"CONC
INV =
899.14
30"
CONC
INV =
885.28
INV =
885.31
12"
CLAY
INV =
895.04
' S
TR
EAM B
UFF
ER
NO A
CTIV
ITY
/D
IS
TU
RBANCE
W
ITH
IN
TH
IS
A
REA
CO
WS
AS
C
ON
ST
RU
CT
ED
P
ER
V
A
AS
CONST
RUCTE
D PE
R VA
FF=919.1
FF=919.0
FF=919.0
FF=919.0
FF=919.0
FF=919.0
FF=919.0
FF=919.0
FF=919.5
FF=919.5
FF=919.5
FF=919.5
FF=919.6
FF=919.5
FF=919.6
BLDG. UNDER
CONSTRUCTION
CHAIN LINK
CHAIN LINK
CONSTRUCTION
CHAIN LINK
CONSTRUCTION
CHAIN LINK
CHAIN LINK
CONSTRUCTION
SILT FENCE
CONSTRUCTION
SILT FENCE
CONSTRUCTION
SILT FENCE
G
32"
36"
38"
34"
51"
24"17"
48"
19"
9" 20"
20"
28"
13"
30"
20" 26" 20"
18"18" 24" 30" 24"
18"
FF=902.2
BLDG. 52
UTILITY STUB UP
GAS LINE STUB UP
UTILITY STUB UP
W
AT
ER
LE
VE
L
EL
=9
.0'
SANITARY STUB UP
PE
R
PH
AS
E I P
LA
NS
PB
PB
E
PER PHASE I PLANS
PE
R
PH
AS
E I P
LA
NS
PE
R
PH
AS
E I P
LA
NS
PE
R
PH
AS
E I P
LA
NS
PER PHASE I PLANS
SECURITY CAMERA POLE
WWW
W
W
W
VIP VIP
W
CDF
CDF W
PE
R
PH
AS
E I P
LA
NS
PER PHASE I PLANS
PER PHASE I P
LANS
PER PHASE I PLANS
FORCE MAIN
PER PHASE I PLANS
FORCE MAIN
CONSTRUCTION
CHAIN LINK
CO
S
CO
CO
S
S
S
CONTROL POINT #4
IRON PIN
N=57,933.29 E=56,509.14
CONTROL POINT #1
IRON PIN
N=57,759.49 E=56,581.64
CONTROL POINT #2
IRON PIN
N=57,781.05 E=56,894.67
CONTROL POINT #3
IRON PIN
N=57,613.18 E=57,069.08
EXISTING BENCHMARK
RAILROAD SPIKE IN TREE
EL=922.68
EXISTING BENCHMARK
RAILROAD SPIKE IN TREE
EL=916.34
BLOCK
CONC.
CONC.
CONC.
CHAIN LINK
CONC.
BLDG. UNDER
CONSTRUCTION
CONDUIT STUB UP
50'
STR
EAM BUFF
ER
' S
TR
EA
M
BU
FF
ER
50'
STREAM BUFFER
MH
TOP =
916.73
INV = 909.52
MH
TOP =
914.11
INV =
903.83
8" PV
C
MH
TOP =
903.63
INV = 899.35
10"
PVC (P
ER
RECORD)
MH
TOP =
925.80
CO
TOP =
918.93
CO
TOP =
918.54
CO
TOP =
917.02
CB
TOP = 917.38
INV (NW) =
914.20
CB
TOP = 918.23
INV (SE) =
913.67
INV (NW) =
913.13
12" CMP (PER
RECORD)
CB
TOP = 917.99
INV (NW) =
917.47
CB
TOP = 918.81
INV (SE) =
912.79
INV (N) = 912.69
12" CMP (PERRECORD)
CB
TOP = 914.90
INV (NW) =
910.75
12"CMP
12"
CMP
12"
CMP
INV =
909.93
INV =
910.10
CB
TOP = 904.26
INV (NW) =
899.24
INV(SE) = 899.15
INV(SE) = 901.99
INV(SE) = 903.01
18"CONC
INV =
899.14
30"
CONC
INV =
885.28
INV =
885.31
12"
CLAY
INV =
895.04
' S
TR
EAM B
UFF
ER
NO A
CTIV
ITY
/D
IS
TU
RBANCE
W
ITH
IN
TH
IS
A
REA
CO
WS
AS
C
ON
ST
RU
CT
ED
P
ER
V
A
AS
CONST
RUCTE
D PE
R VA
CO
CO
S
W
W
W
UE UE
UE
UE
UE
EO
UE UE UE
UE
G G
G G
G G
G
G
G
G
G
G
G
G
G
G
G
G G
G
G
G
UU
U
U U
U
UU UU
UU UU
UU
UU
UU
UU UU
U U
UU
COCO
CO
CO
CO
CO
CO
CO CO
CO
CO
CO
CO
CO CO
CO
CO
CO
CO CO
CO
AC
AC
AC
EX. PHASE I
CONSTRUCTION TRAILER
GEN
UEUEUEU
E
E
X
X
CO
PI
V
X
X
FD
FD
8B
7B
6B
5B
ST
AI
R
9B
0B
1B
2B
3B
4B
0A
0D
0C
0B
4B
3B
2B
1B
0B
0C
0D 10
0A
8B
0B
9B
8B
7B
6B
5B
D ow n
D ow n
Bu ild in g
Bu ild in g
PROPOSED BUILDING
F.F.E. 918.50
BUILDING 204 & 205
TOTAL 18,764 SQ. FT
PR. PHASE II
CONSTRUCTION TRAILER
W
W
W
G
Y H
D
W V
PI
V
W
W
S
S
OS101
HW100
0+35.51
0+00
MH301
HW300
HW200
OS201
0+00
0+58.08
0+94.04
0+
YD302
C500
190107.000
VA HOSPITAL
KLEINGERS
GROUP
THE www.kleingers.comCIVIL ENGINEERING
SURVEYING
LANDSCAPE
ARCHITECTURE
Louisville, KY 40299 502.365.9950
1100 Envoy Circle
VA Project No. 596-333 Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
Office of Construction and Facilities Management 2250 LEESTOWN ROAD
LEXINGTON, KY 40511
FAYETTE COUNTY
Revisions Date
100% 02.12.2021CONSTRUCTION DOCUMENTS
100%
CONSTRUCTION
DOCUMENTS
02-12-2020 PW JS
204 & 205
1 04.08.2021ADDENDUM #1
LEGEND
EX. EXISTING
PR. PROPOSED
APPROX. APPOXIMATE
L.F. LINEAR FEET
M.H. MANHOLE
GAS VALVE
SANITARY CLEANOUT
SANITARY MANHOLE
3PH TRANSFORMER
G
CO
S
UTILITY PLAN
UTILITY NOTES
1. SANITARY PROPERTY SERVICE CONNECTIONS MUST BE
INSTALLED AT NO LESS THAN 1.00%.
2. UTILITY CROSSINGS SHALL MAINTAIN 18" MINIMUM
VERTICAL CLEARANCE.
3. REFER TO ELECTRICAL SITE PLAN FOR SITE LIGHTING
LOCATION, NOTES, AND DETAILS.
WATER NOTES:
1. ALL DISTRICT PIPING SHALL BE INSTALLED WITH
TRACER WIRE AND BLUE POLY WRAP.
2. ALL WATER MAINS MUST BE FIELD LOCATED.
3.ALL WATER MAINS AND WATERLINES SHALL HAVE
MINIMUM 48" OF COVER. CONTRACTOR SHALL FIELD
VERIFY DEPTHS OF EXISTING WATERMAIN AT
CONNECTIONS PRIOR TO CONSTRUCTION AND REPORT ANY
DISCREPANCIES TO ENGINEER.
UTILITY KEYNOTES
1. CONTRACTOR TO PROCEED EXCAVATION WITH CAUTION.
PROVIDE SHORING FOR SOIL STABILIZATION WHERE
NECESSARY. CONTRACTOR SHALL MARK AND LOCATE FORCE
MAIN LOCATION(S) PRIOR TO CONSTRUCTION. IF NECESSARY,
RELOCATION OR REPAIR OF FORCE MAIN SHALL BE
COORDINATED W/ ENGINEER AND CONFORM TO
REQUIREMENTS OF LFUCG SANITARY & PUMP STATION
DESIGN MANUAL SEC. 7.6.
2. 40 L.F. OF PROPOSED 6" SANITARY PVC SEWER. MINIMUM
SLOPE 1.04% & MINIMUM COVER OF 35 INCHES.
3. CONTRACTOR TO MAINTAIN EXISTING RIM ELEVATION.
COORDINATE WITH ENGINEER IF DISCREPANCIES ARE
ENCOUNTERED.
4. 82 L.F. OF PROPOSED 4" SANITARY PVC SEWER. MINIMUM
SLOPE 1.04% & MINIMUM COVER OF 35 INCHES.
5. PROPOSED SANITARY CLEANOUT.
6. PROPOSED AC UNITS. REFER TO MEP PLANS FOR DETAILS.
7. PROPOSED 400 L.F. EMERGENCY OXYGEN FEED LINES
REFER TO MEP PLANS FOR DETAILS AND DIVISION 22/23
SPECIFICATIONS SECTION 22.63.00 FOR PIPE MATERIAL AND
INSTALLATION
8. PROPOSED 230 L.F. 2 INCH DIAMETER NATURAL GAS SERVICE
LINE, REFER TO MEP PLANS FOR DETAILS AND DIVISION 22/23
SPECIFICATIONS SECTION 23.11.23 FOR PIPE MATERIALS AND
INSTALLATION.
9. 12 FT X 18 FT X 4 FT ABOVE GROUND PROPANE TANK PAD.
REFER TO MEP PLANS FOR DETAILS.
10. PROPOSED 220 L.F. 2 INCH PROPANE TANK PIPING. REFER
TO MEP PLANS FOR DETAILS AND DIVISION 22/23
SPECIFICATIONS SECTION 23.10.00 FOR PIPE MATERIALS AND
INSTALLATION.
11. PROPOSED 34 L.F. OF ELECTRICAL CONDUIT(S), REFER TO
ELECTRICAL PLANS FOR DETAILS AND SPECIFICATIONS.
12. PROPOSED ELECTRICAL MANHOLE. REFER TO ELECTRICAL
PLANS FOR DETAILS AND SPECIFICATIONS.
13. PROPOSED 92 L.F. OF ELECTRICAL CONDUIT(S), REFER TO
ELECTRICAL PLANS FOR DETAILS AND SPECIFICATIONS.
14. PROPOSED TRANSFORMER, REFER TO ELECTRICAL PLANS
FOR DETAILS AND SPECIFICATIONS. COORDINATE WITH
UTILITY PROVIDER.
15. PROPOSED 90 L.F. OF ELECTRICAL CONDUIT(S), REFER TO
ELECTRICAL PLANS FOR DETAILS AND SPECIFICATIONS.
16. CONSTRUCT NEW SANITARY MANHOLE. CONTRACTOR TO
VERIFY FINAL GRADE AT LOCATION AND COORDINATE WITH
ENGINEER PRIOR TO BEGINNING CONSTRUCTION.
17. PROPOSED SANITARY CLEANOUT. SEE DETAIL 6, SHEET C002.
18. PROPOSED GENERATOR AND CONCRETE PAD. REFER TO
SHEET C002 FOR GENERATOR SLAB DETAIL .
19. PROPOSED GENERATOR DOCKING STATION
20. PROPOSED 87 L.F. OF ELECTRICAL CONDUIT(S), REFER TO
MEP PLANS FOR DETAILS AND SPECIFICATIONS.
21. NOT USED
22. PROPOSED FIRE DEPARTMENT CONNECTION CONTRACTOR
TO COORDINATE WITH VA, MEP AND LOCAL FIRE
DEPARTMENT.
23. PROPOSED POST INDICATOR VALVE CONTRACTOR TO
COORDINATE WITH VA, MEP AND LOCAL FIRE DEPARTMENT.
24. PROPOSED FIRE HYDRANT.
25. PROPOSED 63 L.F. 3" DOMESTIC WATER SERVICE.
26. PROPOSED 66 L.F. 6" FIRE WATER SERVICE LINE.
27. PROPOSED 66 L.F. 4" FIRE WATER SERVICE LINE.
28. PROPOSED GAS METER. REFER TO MEP PLANS FOR DETAILS
AND SPECIFICATIONS. COORDINATE WITH SERVICE
PROVIDER.
29. CONSTRUCT 65 L.F. OF PROPOSED 8 INCH SANITARY SEWER.
MINIMUM 2.00% SLOPE AND 4 FEET OF COVER.
30. CONSTRUCT 81 L.F. OF PROPOSED 8 INCH SANITARY SEWER.
MINIMUM 2.00% SLOPE AND 4 FEET OF COVER.
31. CONSTRUCT NEW SANITARY MANHOLE ON EXISTING
SANITARY MAIN. CONTRACTOR TO VERIFY FINAL GRADE AT
LOCATION AND COORDINATE WITH ENGINEER PRIOR TO
BEGINNING CONSTRUCTION.
32. CONTRACTOR TO UTILIZE DIRECTIONAL BORING UNDER
EXISTING ROAD.
33. LOCATION OF PHASE II CONSTRUCTION TRAILER TO BE
COORDINATED WITH PHASE I CONTRACTOR.
PR. SANITARY STUB
INV. 904'-11"
PR.SANITARY STUB
INV. 916' - 4"
PR. SANMH100
PR. SANMH100
PR. SANMH100A
AutoCAD SHX Text
EH
AutoCAD SHX Text
EH
AutoCAD SHX Text 33974
AutoCAD SHX Text
SPALDING
AutoCAD SHX Text
JUSTIN
AutoCAD SHX Text P
AutoCAD SHX Text R
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text I
AutoCAD SHX Text O
AutoCAD SHX Text N
AutoCAD SHX Text A
AutoCAD SHX Text L
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text G
AutoCAD SHX Text I
AutoCAD SHX Text N
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text S
AutoCAD SHX Text L
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text A
AutoCAD SHX Text T
AutoCAD SHX Text E
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text Y
AutoCAD SHX Text T
AutoCAD SHX Text E
AutoCAD SHX Text K
AutoCAD SHX Text K
AutoCAD SHX Text C
AutoCAD SHX Text U
PSTM-100
22' - 12" STM @ 0.51%
IN
V
O U
T=
5.
(1 2"
) N W
T/ C
=8
.9
O S1
N
.1
E
8.
IN
V
IN
=8
.0
(1
2" ) S
E
H W
N
.4
E
6.
PSTM-200
EXISTING GROUND
PROPOSED GRADE
2.4
6.2
8.8
2.
6.
8.
-0+25 0+00 0+75
IN
V
IN
=9
.2
(1
2" ) S
H W
N
.7
E
1.
41' - 12" STM @ 0.50%
IN
V
O U
T=
3.
(1 2"
) N G
R
AT
E=
8.
O S2
N
.5
E
2.
PSTM-300
0.2
0.0
0.
0.
-0+25 0+00 1+00 1+25
15' - 12" STM @ 0.50%
IN
V
IN
=9
.8
(1
2" ) N
E
H W
N
.0
E
7.
IN
V
O U
T=
3.
(1 2"
) S W
IN
V
IN
=9
.9
(1
2" ) S
E
R
IM
=9
.8
M H
N
.6
E
7.
IN
V
O U
T=
4.
(1 2"
) N W
G R
AT
E=
6.
YD
N
.6
E
2.
73' - 12" STM @ 0.50%
C501
190107.000
VA HOSPITAL
KLEINGERS
GROUP
THE www.kleingers.comCIVIL ENGINEERING
SURVEYING
LANDSCAPE
ARCHITECTURE
Louisville, KY 40299 502.365.9950
1100 Envoy Circle
VA Project No. 596-333 Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
Office of Construction and Facilities Management 2250 LEESTOWN ROAD
LEXINGTON, KY 40511
FAYETTE COUNTY
Revisions Date
100% 02.12.2021CONSTRUCTION DOCUMENTS
100%
CONSTRUCTION
DOCUMENTS
02-12-2020 PW JS
204 & 205
1 04.08.2021ADDENDUM #1
STORM PROFILES
PROFILE SCALE: 1" = 10'H, 1" = 2'V
AutoCAD SHX Text 33974
AutoCAD SHX Text
SPALDING
AutoCAD SHX Text
JUSTIN
AutoCAD SHX Text P
AutoCAD SHX Text R
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text I
AutoCAD SHX Text O
AutoCAD SHX Text N
AutoCAD SHX Text A
AutoCAD SHX Text L
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text G
AutoCAD SHX Text I
AutoCAD SHX Text N
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text S
AutoCAD SHX Text L
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text A
AutoCAD SHX Text T
AutoCAD SHX Text E
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text Y
AutoCAD SHX Text T
AutoCAD SHX Text E
AutoCAD SHX Text K
AutoCAD SHX Text K
AutoCAD SHX Text C
AutoCAD SHX Text U
FF=919.0
FF=919.0
FF=919.0
FF=919.0
FF=919.0
FF=919.0
FF=919.5
FF=919.5
FF=919.5
FF=919.5
FF=919.6
FF=919.5
FF=919.6
BLDG. UNDER
CONSTRUCTION
CHAIN LINK
CHAIN LINK
CONSTRUCTION
CHAIN LINK
CONSTRUCTION
CHAIN LINK
CHAIN LINK
CONSTRUCTION
SILT FENCE
CONSTRUCTION
SILT FENCE
CONSTRUCTION
SILT FENCE
G
32"
36"
38"
34"
51"
24"17"
48"
19"
9" 20"
20"
28"
13"
30"
20" 26" 20"
18"18" 24" 30" 24"
18"
FF=902.2
BLDG. 52
UTILITY STUB UP
GAS LINE STUB UP
UTILITY STUB UP
W
AT
ER
LE
VE
L
EL
=9
.0'
SANITARY STUB UP
PE
R
PH
AS
E I P
LA
NS
PB
PB
E
PER PHASE I PLANS
PE
R
PH
AS
E I P
LA
NS
PE
R
PH
AS
E I P
LA
NS
PE
R
PH
AS
E I P
LA
NS
PER PHASE I PLANS
SECURITY CAMERA POLE
WWW
W
W
W
VIP VIP
W
CDF
CDF W
PE
R
PH
AS
E I P
LA
NS
PER PHASE I PLANS
PER PHASE I P
LANS
PER PHASE I PLANS
FORCE MAIN
PER PHASE I PLANS
FORCE MAIN
CONSTRUCTION
CHAIN LINK
CO
S
CO
CO
S
S
S
CONTROL POINT #4
IRON PIN
N=57,933.29 E=56,509.14
CONTROL POINT #1
IRON PIN
N=57,759.49 E=56,581.64
CONTROL POINT #2
IRON PIN
N=57,781.05 E=56,894.67
CONTROL POINT #3
IRON PIN
N=57,613.18 E=57,069.08
EXISTING BENCHMARK
RAILROAD SPIKE IN TREE
EL=922.68
EXISTING BENCHMARK
RAILROAD SPIKE IN TREE
EL=916.34
BLOCK
CONC.
CONC.
CONC.
CHAIN LINK
CONC.
BLDG. UNDER
CONSTRUCTION
CONDUIT STUB UP
50'
STR
EAM BUFF
ER
' S
TR
EA
This is the start of the file's text. The full file is on GovTribe.
File details come from the government source that posted it. Updated .