W912QR21R0015_Plans_Vol1-0003.pdf
PDF 5 MB Posted
- Attached to
- Ft. Campbell Vehicle Maintenance Shop
- Solicitation number
- W912QR21R0015
About this file
This solicitation is for the construction of a Vehicle Maintenance Shop at Fort Campbell, Kentucky. The estimated cost of construction is between $25 million and $100 million. The NAICS code for this project is 236220 for Commercial and Institutional Building Construction, with a size standard of $39.5 million. This is a full and open procurement requiring compliance with HUBZone price evaluation preferences in accordance with FAR 19.1307. The solicitation response period will begin upon release of the formal solicitation around April 16, 2021. Interested parties must register in the System for Award Management at sam.gov. The solicitation is being conducted by the Department of the Army Corps of Engineers Engineering District Louisville.
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K6ENXRLR 5/14/2021 10:57:17 AM P:\CIVIL3D PROJECTS\CAM0009\PLAN SHEETS\PN64296_GC104.DWG
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GRADING AND STORM DRAINAGE NOTES:
TEMPORARY FENCING:
LAYOUT NOTES:
DEMOLITION NOTES:
LANDSCAPING NOTES:
UTILITY NOTES:
SOIL BORING NOTES:
1. A TEMPORARY 6' HIGH CHAIN LINK FENCE SHALL BE INSTALLED AROUND THE
CONTRACTOR'S LAYDOWN AREA AND THE ENTIRE TEMF SITE WHILE UNDER
CONSTRUCTION. SEE SPECIFICATION 01 50 00 FOR FENCING DETAILS.
1. ALL DIMENSIONS ARE MEASURED TO THE BACK OF CURB, FACE OF BUILDING,
AND EDGE OF PAVEMENT UNLESS INDICATED OTHERWISE.
2. THE CONTRACTOR SHALL COORDINATE INSTALLATION OF TRAFFIC CONTROL
MEASURES REQUIRED FOR THE CONSTRUCTION OF THIS PROJECT WITH
THE CONTRACTING OFFICER. TRAFFIC CONTROL DEVICES SHALL BE IN
ACCORDANCE WITH CURRENT VERSIONS OF THE KENTUCKY TRANSPORTATION
CABINET (KYTC) AND THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES
(MUTCD).
CONTRACTOR STAGING AREA:
1. STAGING AREA SHALL BE WITHIN THE SHOWN LIMITS OF
CONSTRUCTION.
1. TOPSOIL SHALL BE STRIPPED FROM THE SITE AND STOCKPILED. TOPSOIL
SHALL BE SPREAD AND COMPACTED 4 INCHES THICK ON AREAS IDENTIFIED
TO BE GRASSED.
2. EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO COMMENCING
ANY LAND DISTURBING ACTIVITIES OR REMOVALS.
3. REMOVAL ITEMS ARE SHOWN ON CD SHEETS. PAVEMENTS TO BE REMOVED
SHALL BE SAW CUT ALONG THE EDGE OF REMOVAL TO PROVIDE A SMOOTH
TIE IN OF NEW PAVEMENT. PROPOSED PAVEMENT DEPTH SHALL MATCH
EXISTING PAVEMENT.
4. TREE PROTECTION SHOWN ON EROSION CONTROL SHEETS SHALL BE
INSTALLED BEFORE CONSTRUCTION BEGINS AND REMOVED WHEN
CONSTRUCTION IS COMPLETED.
5. TREES OUTSIDE THE LIMITS OF CONSTRUCTION SHALL NOT BE DISTURBED
BY CONSTRUCTION EQUIPMENT. THE CONTRACTOR IS NOT TO REMOVE ANY
TREES LARGER THAN 4 INCHES DBH (DIAMETER AT BREAST HEIGHT), OTHER
THAN THOSE SHOWN FOR REMOVAL ON THE PLANS.
6. TEMPORARY STOCKPILE LOCATIONS OF EXCAVATED MATERIALS FROM THE
INSTALLATION OF UTILITIES SHALL BE COORDINATED WITH THE CONTRACTING
OFFICER.
7. EXCAVATION FOR THE REMOVAL OF UNDERGROUND UTILITIES SHALL BE
COMPLETE. BACKFILL OF THE EXCAVATED AREAS SHALL BE AS SPECIFIED IN
SPECIFICATION SECTION 31 00 00.00 06 EARTHWORK.
8. ALL LINES IDENTIFIED TO BE ABANDONED IN PLACE SHALL BE PLUGGED
AND CAPPED UNLESS OTHERWISE NOTED ON THE DRAWINGS. ALL LINES
THAT ARE PARTIALLY REMOVED SHALL BE CAPPED ON THE ACTIVE SIDE.
9. SIDEWALKS, CURB AND GUTTER, CONCRETE PAVEMENT, AND ASPHALT
PAVEMENT TO BE REMOVED FOR UTILITY INSTALLATIONS SHALL BE
REPLACED WITH NEW MATERIAL MATCHING THE EXISTING REMOVED.
10. EXISTING TRAFFIC SIGNS LOCATED WITHIN THE CONSTRUCTION LIMITS
SHALL BE REMOVED, STORED, AND RE-INSTALLED AS INDICATED ON THE PLANS.
11. EXISTING SURVEY CONTROLS WITHIN THE CONSTRUCTION LIMITS SHALL BE
RELOCATED PER CONTRACTING OFFICER'S DIRECTIONS.
12. CONTRACTOR SHALL COORDINATE WITH CONTRACTING OFFICER ALL UTILITY
TIE INS THAT MAY BE OUTSIDE OF CONSTRUCTION LIMITS.
13. CONTRACTOR TO ENSURE FORT CAMPBELL DPW ENVIRONMENTAL DIVISION
HAS REVIEWED AND APPROVED ALL OIL / WATER SEPARATORS AND MONITORING
WELL MODIFICATIONS.
14. ADDITIONAL WATER, SANITARY SEWER, STORM LINES, AND THEIR ASSOCIATED
COMPONENTS MAY BE ENCOUNTERED THAT ARE NOT SHOWN ON THE DRAWINGS.
THE CONTRACTOR SHALL COORDINATE WITH THE CONTRACTING OFFICER AND
JACOBS ENGINEERING GROUP (JACOBS) TO DETERMINE IF SUCH ITEMS ARE TO BE
KEPT IN SERVICE, CUT AND CAPPED, DEMOLISHED, OR ADJUSTED TO AVOID
INTERFERING WITH OTHER PROJECT FEATURES.
15. ADDITIONAL CONCRETE STRUCTURES, ASPHALT, REBAR, REFUSE, TRASH,
CREOSOTE TIMBERS, ETC., MAY BE FOUND THAT ARE NOT SHOWN ON THE
DRAWINGS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REMOVE
ADDITIONAL MATERIALS IN ACCORDANCE WITH FEDERAL, STATE, LOCAL,
AND INSTALLATION LAWS, RULES, AND REGULATIONS .
1. ALL EXCAVATION SHALL BE PERFORMED SO THAT THE SITE AND AREA
IMMEDIATELY SURROUNDING THE SITE WHICH AFFECTS OPERATIONS SHALL
BE CONTINUALLY AND EFFECTIVELY DRAINED DURING ALL PHASES OF
CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE DEWATERING AS
REQUIRED SO THAT ALL FOOTING EXCAVATIONS ARE ACCOMPLISHED IN THE
DRY. ALL FOOTING EXCAVATIONS SHALL REMAIN DRY AND FIRM UNTIL THE
FOOTINGS ARE IN PLACE AND BACKFILLED. DEWATERING OF ANY SURFACE
WATER, GROUNDWATER, AND/OR ANY PERCHED WATER WHICH MIGHT BE
ENCOUNTERED DURING EXCAVATIONS SHALL BE ACCOMPLISHED BY ANY
ACCEPTABLE MEANS AS APPROVED BY THE CONTRACTING OFFICER.
2. ALL STORM DRAINAGE PIPES 15 INCHES OR GREATER SHALL HAVE THEIR
JOINTS WRAPPED WITH FILTER FABRIC. FILTER FABRIC SHALL EXTEND 12
INCHES PAST THE JOINT. FILTER FABRIC SHALL HAVE AN OVERLAP OF 18
INCHES.
3. ALL EXISTING MANHOLES, SHALL BE RAISED OR LOWERED TO MATCH THE
PROPOSED FINISHED GRADES AS INDICATED ON THE PLANS.
4. ALL CUT AND FILL SLOPES SHALL NOT BE STEEPER THAN 3 HORIZONTAL TO
1 VERTICAL UNLESS OTHERWISE NOTED ON THE DRAWINGS.
5. SEE EROSION CONTROL SHEETS AND GRASSING SPECIFICATION FOR
PERMANENT GRASSING OF SLOPES 3 HORIZONTAL TO 1 VERTICAL OR STEEPER.
6. THE CONTRACTOR SHALL COORDINATE ALL GRADING OPERATIONS WITH
UTILITIES INSTALLATION.
7. THE CONTRACTOR SHALL GROUT SEAL LOCATIONS WHERE NEW STORM
DRAINAGE PIPES TIE IN TO EXISTING STORM DRAINAGE STRUCTURES.
8. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING UTILITY AND
MECHANICAL LINES WITHIN 5' OF THE BUILDING TO PREVENT INTERFERENCE.
1. SANITARY SEWER LINES SHALL BE PVC WITH A MINIMUM SDR 26.
2. CONTRACTOR TO VERIFY SIZE, DEPTH, LOCATION, AND MATERIAL OF
EXISTING UTILITIES PRIOR TO ORDERING MATERIALS.
3. THE WATER AND SANITARY SEWER SYSTEMS AT FORT CAMPBELL ARE
PRIVATIZED. JACOBS IS THE PRIVATIZATION CONTRACTOR AND OPERATOR
UP TO AND INCLUDING A POINT OF DEMARCATION NOT CLOSER THAN 5
FEET FROM THE EXTERIOR OF THE BUILDING.
4. IF CONTRACTOR SELECTED IS NOT JACOBS, THEY SHALL BE RESPONSIBLE
FOR COORDINATING WITH JACOBS TO OBTAIN ALL WATER AND SEWER
PERMITS REQUIRED BY THE COMMONWEALTH OF KENTUCKY AND ALL
APPLICABLE FEES. CONTRACTOR SHALL SUBMIT THE FORT CAMPBELL
APPLICATION FOR WATER/WASTEWATER UTILITIES TO JACOBS NO LATER
THAN 60 DAYS PRIOR TO CONSTRUCTION.
5. FOR STANDARD SANITARY MANHOLE FRAME AND COVER DETAILS,
EXTERIOR CLEANOUT FRAME AND COVER DETAILS, AND OIL/SEPARATOR
DETAIL SEE SHEETS CU501 TO CU503.
6. CONTRACTOR TO PROTECT ALL EXISTING UTILITIES TO REMAIN IN PLACE.
7. SEPARATION BETWEEN UTILITIES SHALL BE IN ACCORDANCE WITH THE
COMMONWEALTH OF KENTUCKY STANDARDS.
8. NATURAL GAS SERVICE LINE AND METER SHALL BE DESIGNED AND
CONSTRUCTED BY THE CITY OF CLARKSVILLE GAS & WATER. CONTRACTOR
SHALL COORDINATE WITH THE CITY.
9. UTILITY CONTACT INFORMATION:
WATER AND SANITARY SEWER
JACOBS ENGINEERING GROUP
NAME: CHRIS SEMLER
NUMBER: 931-980-7223
EMAIL: CHRIS.SEMLER@JACOBS.COM
NATURAL GAS
CITY OF CLARKSVILLE GAS & WATER
NAME: MARK RIGGINS
NUMBER: 931-645-7400
EMAIL: GASANDWATER@CITYOFCLARKSVILLE.COM
ELECTRIC
CITY LIGHT & POWER, INC.
NAME: TRISTAN BROWN
NUMBER: 270-698-8968
EMAIL: TCB@CLPINC.COM
TELECOMMUNICATIONS
REGIONAL NETWORK ENTERPRISE CENTER
NAME: BOBBI HARTNUP
NUMBER: 270-798-2525
EMAIL: BOBBI.HARTNUP.CIV@MAIL.MIL
1. SEE GEOTECHNICAL REPORT FROM USACE DATED SEPTEMBER 2018 FOR SOIL
BORING LOCATIONS AND LABORATORY ANALYSIS RESULTS. ALL B-SERIES SHEETS
ARE FOR REFERENCE ONLY.
1. ALL DISTURBED SITE AREAS SHALL BE SEEDED IN ACCORDANCE WITH
SPECIFICATION 32 92 19 SEEDING AND THE FT. CAMPBELL SEEDING SPECIFICATIONS.
2. ALL TOPSOIL SHALL BE RETAINED AND REUSED IN PLANTING HOLES AFTER
DIGGING HAS BEEN COMPLETED. USE ANY EXCESS SOIL FROM AROUND THE
PLANTING PIT AS WELL TO FORM A SAUCER 2" TO 4" HIGH AROUND THE PLANT.
SAUCERS SHALL BE THE SAME DIAMETER OR SLIGHTLY LARGER THAN THE
ROOT BALL.
3. MULCHING SHALL BE COMPLETED WITHIN 48 HOURS AFTER PLANTING OF
NEW PLANT MATERIAL. MULCH SHALL BE SPREAD TO A DEPTH OF 3 INCHES
FOR INDIVIDUALLY PLANTED TREES AND SHRUBS, AND SHOULD COVER THE
ENTIRE SAUCER AREA OF EACH PLANT.
4. ALL PLANTS SHALL BE "WATERED IN" BY FLOODING THE BACKFILLED HOLE
WITHIN THE SAME WORKING DAY UPON WHICH THEY WERE PLANTED. DURING
AND IMMEDIATELY AFTER WATERING, ALL PLANTS SHALL BE ADJUSTED AS
NECESSARY TO INSURE CORRECT DEPTH OF PLANTING, VERTICAL ALIGNMENT
AND / OR TO COMPENSATE FOR SETTLING. SOIL SHALL BE FIRMED AROUND
EACH PLANT AS FINAL ADJUSTMENTS ARE MADE.
5. PLANTS SHALL BE SET PLUMB AND HELD IN POSITION UNTIL SUFFICIENT SOIL
HAS BEEN FIRMLY PLACED AROUND THE ROOTS OR BALL. PLANTS SHALL BE
SET AT GROUND LEVEL OR NO MORE THAN 2" ABOVE THE EXISTING GRADE.
THIS IS TO ENSURE ADEQUATE RECEPTION OF OXYGEN AND MOISTURE TO
THE ROOTS OF THE PLANT.
6. CLEAR, REMOVE AND DISPOSE OF BRUSH, SNAGS AND RUBBISH WITHIN 60
INCHES OF THE PLANTING HOLE. GRADE THE AREA TO MEET THE EXISTING
LANDSCAPE UNLESS PLANTING ON A SLOPE.
7. PLANT ALL NEW PLANT MATERIAL AT ORIGINAL FIELD GROWN LEVEL. TAMP
SOIL MIX BELOW ROOT BALL.
8. PLANTING HOLES ASSOCIATED WITH PROPOSED TREES SHOULD BE SLOPED
(NOT COMPACTED) AND A MINIMUM OF 18 INCHES TO 24 INCHES WIDER THAN
THE DIAMETER OF THE ROOT BALL. TREES WILL BE INSTALLED SUCH THAT
THE TOP OF THE ROOT MASS IS LEVEL WITH THE SURFACE OF THE PLANTING
HOLE. TREES SHALL ALSO BE INSTALLED 3 INCHES TO 5 INCHES ABOVE ON
SITES CONTAINING CLAY.
9. PROVIDE TREES WITH ROOTS THAT ARE NON-INVASIVE TO UNDERGRADE
GROUND UTILITIES AND DRAINAGE STRUCTURES. CONTRACTOR SHALL VERIFY.
10. REFERENCE GRADING AND DRAINAGE AND UTILITIES AS NEEDED.
11. GRAVEL CLEAR ZONE SHALL CONSIST OF 24 INCHES KY 57 STONE OVER
WEED CONTROL FABRIC. PROVIDE FABRIC IN ACCORDANCE WITH
SPECIFICATION 32 93 00 EXTERIOR PLANTS, PARA 2.6.
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N: 850291.28
E: 1530883.62
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BOTTOM OF
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TOP OF
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PEDESTRIAN GATE
N: 850251.32
E: 1531065.98
N: 850321.26
E: 1531025.78
N: 850264.72
E: 1531081.94
N: 850164.34
E: 1530713.66
TOP OF
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BOTTOM OF
BIO-RETENTION
AREA
DUMPSTER
ENCLOSURE
N: 850253.02
E: 1530921.74
N: 850243.76
E: 1530954.95
N: 850143.08
E: 1530734.84
N: 850312.54
E: 1530862.45
120.0'
POL VEHICLE
PARKING (6)
N: 849988.62
E: 1530707.29
20.0'10.0'
FOR CONCRETE TO
ASPHALT TIE-IN SEE
DETAIL ON CS506
WHEEL STOP (TYP.)
SEE CS503 FOR DETAIL
ADA SIGN
SEE CS503 FOR
ADA PARKING
SPACE DIMENSIONS.
BICYCLE RACK SEE
CS504 FOR DETAIL.
13.0'
N: 850210.42
E: 1531006.50
1 LF OF 4" DIA. PIPE EMBEDDED
IN 6" CURB WITH 4" PVC BALL
VALVE AT THE END OUTSIDE OF
POL AREA. SEE DETAIL ON CG503
TEMF IDENTIFICATION
SIGN SEE DETAIL
ON CS503
N: 850304.91
E: 1531025.43
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SEE STRUCTURAL
PLANS FOR DETAILS
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E: 1530976.15
N: 850271.24
E: 1530970.48
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E: 1530881.92
N: 850360.25
E: 1530836.67
N: 850436.65
E: 1530817.02
N: 850436.69
E: 1530798.63
N: 850218.06
E: 1530579.14
N: 850199.68
E: 1530579.10 N: 850160.71
E: 1530617.91
N: 850160.67
E: 1530636.30
14.4'
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E: 1530561.38
N: 850115.03
E: 1530550.79
N: 850302.27
E: 1531023.12
N: 850266.49
E: 1531049.82
N: 850223.50
E: 1531005.47
N: 850206.86
E: 1531021.35
125.5'
81.0'
225.5'
ORG. STORAGE BUILDING
OPTION 1
SCALE: 1" = 30'
30' 60'0'
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CS103
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1.) IF OPTION 1 IS NOT AWARDED, ORGANIZATIONAL STORAGE
BUILDING FOOTPRINT SHOULD BE PCC MATCHING THE
ADJACENT PAVEMENT SECTION, INCLUDING JOINT SPACING
AND JOINT TYPE.
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MICROGRID
PROJECT
(BY OTHERS)
PN 86351
FACILITY
NUMBER
71006
FACILITY
NUMBER
71007
XX XX XX XX XX XX XX XX
VEHICLE MAINTENANCE SHOP
FFE = 556.50
FACILITY ID 71032
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ORG. STORAGE BUILDING
FFE = 557.60
FACILITY ID 71034
ORG. STORAGE BUILDING
FFE = 557.30
FACILITY ID 710325
F F
F
CONSTRUCTION
LAYDOWN
AND STAGING AREA
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C
O
C
O
C
O
C
O
C
O
C
O
C
O
C
O
C
O
C
O
C
O
C
O
C
O
C
O
C
O
C
O
C
O
C
O
C
O
C
O
C
O
C
O
C
O
C
O
C
O
C
O
C
O
C
O
C
O
C
O
C
O
C
O
C
O
C
O
C
O
C
O
C
O
S A
N
S
SAN
C
O
C
O
C
O
C
O
C
O
S D
S D
C
O
C
O
C
O
G G
3 5
0 5
551551
552552
553553
6 5
SCALE: 1" = 150'
150' 300'0'
S O
L I C
I T
A T
I O
N
N
O
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
A
M A
R K
S I Z
E
D A
T E
C O
N T
R A
D R
A W
N
B
Y
I S
S U
E
D
A T
E
SHEET ID
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
C A
T E
G O
D
E
C H
E C
K E
D
B
Y
S U
B M
I T
T E
D
B
Y
A N
S I
D
-W Q
R R
A P
R I L
L O
U I S
V I L L E
K
Y
D
R
M
A R
T
T H
N
G
L O
U I S
V I L
S
T R
I C
T
S A
V A
N N
A H
G
A
W
O
G L E
T H
O R
E
S A
V A
N N
S
T R
I C
T
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
V O
L U
S
I T
E
P
V E
H I C
I N
T E
N A
N C
E
S
H O
P
F O
M
P B
E L L
K
E N
T U
C K
Y
READY TO ADVERTISE (RTA)
J
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I N
K6ENXRLR 5/14/2021 10:13:35 AM P:\CIVIL3D PROJECTS\CAM0009\PLAN SHEETS\PN64296_CG101-106.DWG
CG101
R
R
A D
T K
E
R
R
A D
T K
E
M
K
O L A
S I N
S K
I
R
E V
I S
C
O R
D A
N C
E
W
I T
H
A
M E
N D
M E
M
O V
E R
A L L
G
R A
D I N
G
A
A
I N
A G
E
P
L A
N
KEY MAP
A
B C
D E
A
B C
D E
NOTES:
1.) THE CONTOURS ARE SHOW AT 1.0 FT INTERVALS.
2.) TOP OF PAVEMENT ELEVATION AT ALL ENTRYWAYS TO BE
1/2" LESS THAN BUILDING FINISH FLOOR ELEVATION.
3.) SEE SHEETS CG201 TO CG206 FOR STORM DRAIN PROFILES.
4.) UNLESS OTHERWISE NOTED, ALL DISTURBED AREAS TO
BE SEEDED PER SPECIFICATIONS.
5.) CONTRACTOR SHALL KEEP ALL DEBRIS UNDER CONTROL
DURING ALL PHASES OF CONSTRUCTION, AND CLEAN UP OR
COVER ANY DEBRIS AT THE END OF EACH DAY.
6.) CONTRACTOR TO VERIFY SIZE, DEPTH, MATERIAL, AND
LOCATION OF ALL EXISTING UTILITIES PRIOR TO ORDERING
MATERIAL FOR PROPOSED UTILITIES. CONTRACTOR SHALL
NOTIFY THE CONTRACTING OFFICE OF ANY DISCREPANCIES.
7.) CONTRACTOR SHALL ADJUST RIMS OF EXISTING UTILITY
STRUCTURES TO MATCH PROPOSED FINISHED GRADE.
8.) PROPOSED STORM DRAIN STRUCTURE COORDINATES AS
NOTED ON THE PLANS ARE CENTER OF STRUCTURE.
9.) SEE ELECTRICAL AND MECHANICAL PLANS FOR PROPOSED
ELECTRICAL, COMMUNICATION, AND MECHANICAL EQUIPMENT.
10.) ALL PROPOSED PCC SLOPES IN THE HARDSTAND (WITHIN THE
GATES) SHALL BE A MINIMUM OF 1.0% AND A MAXIMUM OF
2.0% UNLESS OTHERWISE NOTED.
11.) WHERE A UTILITY OR SITE APPURTENANCE PENETRATES THE
PAVEMENT, AN EXPANSION JOINT SHALL BE PLACED BETWEEN
THE APPURTENANCE AND PCC SLAB. THE AFFECTED PCC
SLAB SHALL BE REINFORCED. SEE SHEETS CP100 TO CP107
FOR PCC JOINT LAYOUT PLAN.
12.) SEE SHEETS CG501 TO CG504 FOR ALL GRADING AND
DRAINAGE DETAILS.
13.) SEE SHEETS CU101 TO CU106 FOR UTILITY PLANS. UTILITIES
SHOWN FOR REFERENCE ONLY THIS SHEET.
14.) SPOT ELEVATIONS REFER TO FINISHED GRADE UNLESS
OTHERWISE NOTED.
15.) ALL EXISTING SOIL MATERIAL ONSITE SHALL MEET THE
EARTHWORK SPECIFICATION 31 00 00.00 06 IN ORDER TO BE
USED AS FILL THROUGHOUT THE PROJECT SITE.
16.) A CLEANOUT SHALL BE PLACED AT THE MOST UPSTREAM END
OF EVERY PERFORATED PIPE RUN.
17.) THE TOP ELEVATION OF THE EXCESS SOIL STOCKPILE AREA
SOUTH OF THE ORGANIZATIONAL STORAGE BUILDINGS MAY
BE ADJUSTED UP OR DOWN WITHIN THE LIMITS SHOWN, AND
WITH SIDE SLOPES NO GREATER THAN 3H:1V, BASED UPON
ACTUAL EARTHWORK OPERATIONS.
W
2Q R
R
-0
F F
F
X X
X X
X X
X X
X X
XX XX XX XX XX XX XX XX XX XX XX XX XX XX
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
XX XX XX XX XX XX
W W
W
SD SD SD SD SD
W
W
W
W
W
W
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S D
S D
S D
W W W
W
W
G G G
G
C
O
C
O
C
O
C
O
C
O
C
O
C
O
C
O
C
O
C
O
556.60
556.60
556.60
R
R I D
G E
L I N
E
RIDGELINE
ST-131
ST-132
ST-101
ST-102
ST-103
30"
53 LF OF 6"
PERF. PVC
32 LF OF 6"
PERF. PVC
70 LF OF 6"
PERF. PVC
124 LF OF 6"
PERF. PVC
63 LF OF 6"
PERF. PVC
50 LF OF 6"
PERF. PVC
90 LF OF 6"
PERF. PVC
90 LF OF 6"
PERF. PVC
61 LF OF 6"
PERF. PVC
46 LF OF 6"
PERF. PVC
STORM STRUCTURE TABLE
AREA 'D'
STRUCTURE NAME:
ST-101
ST-102
ST-103
ST-131
DETAILS:
4' DIA. MH WITH
BEEHIVE GRATE
N: 849822.73
E: 1530565.54
RIM: 549.50
INV OUT (ST-102): 543.25
4' DIA. MH WITH
BEEHIVE GRATE
N: 849928.85
E: 1530537.46
RIM: 549.50
INV IN (ST-101): 542.92
INV OUT (ST-103): 542.92
4' DIA. MH WITH
BEEHIVE GRATE
N: 850065.84
E: 1530512.04
RIM: 549.50
INV IN (ST-102): 542.50
INV OUT (ST-104): 542.50
DROP INLET TYPE 11
N: 849778.60
E: 1530683.59
RIM: 556.03
INV IN (ST-130): 548.68
INV OUT (ST-132): 548.68
ST-132
SLOPED AND
FLARED BOX
N: 849843.13
E: 1530619.32
INV IN (ST-131): 548.50
SCALE: 1" = 30'
30' 60'0'
S O
L I C
I T
A T
I O
N
N
O
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
A
M A
R K
S I Z
E
D A
T E
C O
N T
R A
D R
A W
N
B
Y
I S
S U
E
D
A T
E
SHEET ID
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
C A
T E
G O
D
E
C H
E C
K E
D
B
Y
S U
B M
I T
T E
D
B
Y
A N
S I
D
-W Q
R R
A P
R I L
L O
U I S
V I L L E
K
Y
D
R
M
A R
T
T H
N
G
L O
U I S
V I L
S
T R
I C
T
S A
V A
N N
A H
G
A
W
O
G L E
T H
O R
E
S A
V A
N N
S
T R
I C
T
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
V O
L U
S
I T
E
P
V E
H I C
I N
T E
N A
N C
E
S
H O
P
F O
M
P B
E L L
K
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T U
C K
Y
READY TO ADVERTISE (RTA)
J
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I N
K6ENXRLR 5/14/2021 10:16:07 AM P:\CIVIL3D PROJECTS\CAM0009\PLAN SHEETS\PN64296_CG101-106.DWG
CG105
R
R
A D
T K
E
R
R
A D
T K
E
M
K
O L A
S I N
S K
I
R
E V
I S
C
O R
D A
N C
E
W
I T
H
A
M E
N D
M E
M
G R
A D
I N
G
A
A
I N
A G
E
P
L A
N
D
KEY MAP
A
B C
D E
M A
T C
H L I N
E
S
E
MATCHLINE SEE SHEET CG103
NOTES:
1.) THE TOP ELEVATION OF THE EXCESS SOIL STOCKPILE AREA
SOUTH OF THE ORGANIZATIONAL STORAGE BUILDINGS MAY
BE ADJUSTED UP OR DOWN WITHIN THE LIMITS SHOWN, AND
WITH SIDE SLOPES NO GREATER THAN 3H:1V, BASED UPON
ACTUAL EARTHWORK OPERATIONS.
W
2Q R
R
-0
O R
G
S
T O
R A
I L
D I N
G
F F
F A
C I L
I T
Y
ORG. STORAGE BUILDING
FFE = 557.60
FACILITY ID 71034
ORG. STORAGE BUILDING
FFE = 557.30
FACILITY ID 710325
XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
EXCESS SOIL STOCKPILE AREA
W W
W W
W W
W
G G
G G
G G
G G
G G
G G
SD SD SD SD SD SD SDSD SD SD SD SD SD SD
W W W W W W W W W W W W W W W W W W W W W W
W
W
W
W
W
W W
W W
G G
W W
S D
S D
S D
S D
S D
S D
S D
SD SD SD SD SD SD
W W
W W
W W
G G
G G
W
W
G G G G G G G G G G G G G G G G G G G G G G G
G G
G G
C
O
C
O
C
O
C
O
C
O
C
O
C
O
C
O
C
O
C
O
C
O
C
O
C
O
C
O
C
O
C
O
R
R
R I D
G E
L I N
E
R I D
G E
L I N
E
R
R I D
G E
L I N
E
RIDGELINE
557.90
ST-128
ST-129
ST-130
24"30"30"
R I D
G E
L I N
E
R I D
G E
L I N
E
R I D
G E
L I N
E
RIDGELINE RIDGELINE RIDGELINE
65 LF OF 6"
PERF. PVC
65 LF OF 6"
PERF. PVC
65 LF OF 6"
PERF. PVC
100 LF OF 6"
PERF. PVC
59 LF OF 6"
PERF. PVC
70 LF OF 6"
PERF. PVC
63 LF OF 6"
PERF. PVC
55 LF OF 6"
PERF. PVC
63 LF OF 6"
PERF. PVC
50 LF OF 6"
PERF. PVC
70 LF OF 6"
PERF. PVC
70 LF OF 6"
PERF. PVC
70 LF OF 6"
PERF. PVC
124 LF OF 6"
PERF. PVC
124 LF OF 6"
PERF. PVC
124 LF OF 6"
PERF. PVC
STORM STRUCTURE TABLE
AREA 'E'
STRUCTURE NAME:
ST-128
ST-129
ST-130
DETAILS:
DROP INLET TYPE 11
N: 849467.54
E: 1530993.41
RIM: 556.70
INV IN (ST-122): 550.53
INV OUT (ST-129): 550.03
DROP INLET TYPE 11
N: 849557.90
E: 1530903.41
RIM: 556.66
INV IN (ST-128): 549.64
INV OUT (ST-130): 549.14
DROP INLET TYPE 11
N: 849658.86
E: 1530802.85
RIM: 556.23
INV IN (ST-129): 548.93
INV OUT (ST-131): 548.93
SCALE: 1" = 30'
30' 60'0'
S O
L I C
I T
A T
I O
N
N
O
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
A
M A
R K
S I Z
E
D A
T E
C O
N T
R A
D R
A W
N
B
Y
I S
S U
E
D
A T
E
SHEET ID
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
C A
T E
G O
D
E
C H
E C
K E
D
B
Y
S U
B M
I T
T E
D
B
Y
A N
S I
D
-W Q
R R
A P
R I L
L O
U I S
V I L L E
K
Y
D
R
M
A R
T
T H
N
G
L O
U I S
V I L
S
T R
I C
T
S A
V A
N N
A H
G
A
W
O
G L E
T H
O R
E
S A
V A
N N
S
T R
I C
T
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
V O
L U
S
I T
E
P
V E
H I C
I N
T E
N A
N C
E
S
H O
P
F O
M
P B
E L L
K
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T U
C K
Y
READY TO ADVERTISE (RTA)
J
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I N
K6ENXRLR 5/14/2021 10:17:55 AM P:\CIVIL3D PROJECTS\CAM0009\PLAN SHEETS\PN64296_CG101-106.DWG
CG106
R
R
A D
T K
E
R
R
A D
T K
E
M
K
O L A
S I N
S K
I
R
E V
I S
C
O R
D A
N C
E
W
I T
H
A
M E
N D
M E
M
G R
A D
I N
G
A
A
I N
A G
E
P
L A
N
E
KEY MAP
A
B C
D E
MATCHLINE SEE SHEET CG104
M A
T C
H L I N
E
S
E
NOTES:
1.) THE TOP ELEVATION OF THE EXCESS SOIL STOCKPILE AREA
SOUTH OF THE ORGANIZATIONAL STORAGE BUILDINGS MAY
BE ADJUSTED UP OR DOWN WITHIN THE LIMITS SHOWN, AND
WITH SIDE SLOPES NO GREATER THAN 3H:1V, BASED UPON
ACTUAL EARTHWORK OPERATIONS.
W
2Q R
R
-0
S
C
CB
G
C
C
B
S
W
W
X
X
X
X
XX XX XX XX XX XX XX
O R
G
S
T O
R A
I L
D I N
G
F F
F A
C I L
I T
Y
XXXXXXXXXXXXXXXXXXXX
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
3 SPA. @
15.0' = 45.0'
14 SPA. @
15.0' = 210.0'
13.5'
6 SPA. @
15.0' = 90.0'13.5'
2 SPA. @
13.5' = 27.0'
S
P A
S
P A
S
P A
S
P A
10.0'
4 SPA. @
15.0' = 60.0'
10.0'
S
P A
3 SPA. @
15.0' = 45.0'
2 SPA. @
13.5' = 27.0'
12 SPA. @
15.0' = 180.0'
D D
BB
B
D D D D D D D
D
D D D D
D D D D D D D D D D D D DA
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
E
E
E
E
E
E
E
E
E
E
A
A
D
DDDDDDDDDDDDDDDD
AA
A
C
O
C
O
C
O
C
O
C
O
C
O
C
O
C
O
C
O
C
O
C
O
C
O
C
O
C
O
C
O
C
O
C
O
C
O
C
O
C
O
C
O
C
O
C
O
C
O
C
O
C
O
SCALE: 1" = 30'
30' 60'0'
S O
L I C
I T
A T
I O
N
N
O
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
A
M A
R K
S I Z
E
D A
T E
C O
N T
R A
D R
A W
N
B
Y
I S
S U
E
D
A T
E
SHEET ID
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
C A
T E
G O
D
E
C H
E C
K E
D
B
Y
S U
B M
I T
T E
D
B
Y
A N
S I
D
-W Q
R R
A P
R I L
L O
U I S
V I L L E
K
Y
D
R
M
A R
T
T H
N
G
L O
U I S
V I L
S
T R
I C
T
S A
V A
N N
A H
G
A
W
O
G L E
T H
O R
E
S A
V A
N N
S
T R
I C
T
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
V O
L U
S
I T
E
P
V E
H I C
I N
T E
N A
N C
E
S
H O
P
F O
M
P B
E L L
K
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T U
C K
Y
READY TO ADVERTISE (RTA)
J
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I N
K6ENXRLR 5/14/2021 10:25:38 AM P:\CIVIL3D PROJECTS\CAM0009\PLAN SHEETS\PN64296_CP101-106.DWG
CP103
R
R
A D
T K
E
R
R
A D
T K
E
M
K
O L A
S I N
S K
I
R
E V
I S
C
O R
D A
N C
E
W
I T
H
A
M E
N D
M E
M
C O
N C
R E
I N
T
L A
Y O
A
N
B
KEY MAP
A
B C
D E
MATCHLINE SEE SHEET CP105
M A
T C
H L I N
E
S
E
LEGEND:
TYPE A - THICKENED EDGE EXPANSION
JOINT
TYPE A1 - DOWELED CONSTRUCTION
JOINT BETWEEN EXISTING AND
PROPOSED PAVEMENT
TYPE B - TIE BAR CONTRACTION JOINT
TYPE D - DUMMY CONTRACTION JOINT
TYPE E - DOWELED CONSTRUCTION
JOINT
REINFORCED SLAB
A
A1
B
E
D
1.) IF OPTION 1 IS NOT AWARDED, ORGANIZATIONAL STORAGE
BUILDING FOOTPRINT SHOULD BE PCC MATCHING THE
ADJACENT PAVEMENT SECTION, INCLUDING JOINT SPACING
AND JOINT TYPE.
NOTES:
W
2Q R
R
-0
E
P
E
P
E
P
E P
E P
S
E
EP EP EP EP
E
P
E P
E
CB
CB
E
E
E
E
CB
CB
CB
CB
W
G
W
G
W
W
G
W
W
W
CB
G G
G
G
G
CP
S
S
S
G
CP
CP
C
C
CB
CB
CB
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S D
S D
S
D
S
D
SD
SD
SD
SD
SD
SD
SD
SD
SD
S
D
S
D
S
D
S
D
S
D
S
D
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GRAVEL ROAD
SAN
SAN
SAN
SAN
SAN
SAN
W
S
G
W
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P
C
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P
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B
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W
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M
W
M
W
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C P
X
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X X
X
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C
XX
XX
XX
XX
X X
X X
M
A
R
K
I
N
A
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C
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C
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C
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C
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C
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C
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C O
M
C O
M
C O
M
C O
M
S
D
S
D
S
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S
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S
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D
S
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S
D
MICROGRID
PROJECT
(BY OTHERS)
PN 86351
FACILITY
NUMBER
71006
FACILITY
NUMBER
71007
S D
S D
W
W W W W W W W W W W
W
G
GGGGGG
G
G
G
G
G
G
G
G
G G
G G
G
G
G
G G
G G
E L E
C
E
L
E
C
ELEC
E
L
E
C
ELEC
E L E
C
E L E
C
E L E
C
ELEC
ELEC ELEC ELEC ELEC ELEC
E L E
C
E
L
E
C
E L E
C
ELEC
ELEC
S A
N
S
A
N
SAN
SAN
SAN
SAN
S A
N
S A
N
W W W
W
W
W
W W
W W
W W W W W W W W W W W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W W
W W
W
W
W
W
W
W
WW
W W
W
W
W
W
W
W
W W
W W
W
W
W
W
W W
W
W
W
W
W
S
A
N
S
A
N
S A
N
S A
N
S A
N
S A
N S
A N
S A
N S
A N
S A
N
S A
N
S D
S D
S D
S D
S D
S D
S D
S D
COM COM COM COM COM COM COM
C O
M C
O M
XX XX XX XX XX XX XX XX
VEHICLE MAINTENANCE SHOP
FFE = 556.50
FACILITY ID 71032
O R
G
S
T O
R A
I L D
I N
G
F F
F A
C I L I T
Y
O R
G
S
T O
R A
I L D
I N
G
F F
F A
C I L I T
Y
ORG. STORAGE BUILDING
FFE = 557.60
FACILITY ID 71034
ORG. STORAGE BUILDING
FFE = 557.30
FACILITY ID 710325
F F
F
CONSTRUCTION
LAYDOWN
AND STAGING AREA
XXXX
X
X X
X X
X X
X X
X X
X
XX XX XX
X X
X X
X X
XX XX XX XX XX XX XX XX
X X
X X
X X
X X
XX
EXCESS SOIL STOCKPILE AREA
S
S
S
S
W W W W W
W W
W W
W
W
G G
G G
G G
W W
W W
W
SD SD
S D
SD
SD
SD
SD
SD
SD
SD
SAN
S
D
G G G G G G
W W W W
W
S
D
S
D
S D
SD
SD
W W
S D
S D
S D
S D
SD
S
D
SD SD SD SD SD
SD
W
W
W
W W
G G G G
G
S A
N
S
SAN
S D
S D
G G
SCALE: 1" = 150'
150' 300'0'
S O
L I C
I T
A T
I O
N
N
O
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
A
M A
R K
S I Z
E
D A
T E
C O
N T
R A
D R
A W
N
B
Y
I S
S U
E
D
A T
E
SHEET ID
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
C A
T E
G O
D
E
C H
E C
K E
D
B
Y
S U
B M
I T
T E
D
B
Y
A N
S I
D
-W Q
R R
A P
R I L
L O
U I S
V I L L E
K
Y
D
R
M
A R
T
T H
N
G
L O
U I S
V I L
S
T R
I C
T
S A
V A
N N
A H
G
A
W
O
G L E
T H
O R
E
S A
V A
N N
S
T R
I C
T
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
V O
L U
S
I T
E
P
V E
H I C
I N
T E
N A
N C
E
S
H O
P
F O
M
P B
E L L
K
E N
T U
C K
Y
READY TO ADVERTISE (RTA)
J
S
T E
I N
K6ENXRLR 5/14/2021 10:46:53 AM P:\CIVIL3D PROJECTS\CAM0009\PLAN SHEETS\PN64296_CU101-106.DWG
CU101
R
R
A D
T K
E
R
R
A D
T K
E
M
K
O L A
S I N
S K
I
R
E V
I S
C
O R
D A
N C
E
W
I T
H
A
M E
N D
M E
M
O V
E R
A L L
U
T I L I T
I E
S
P
L A
N
KEY MAP
A
B C
D E
A
B C
D E
1.) ALL MATERIALS FOR THE WATER SUPPLY SYSTEM MUST BE LEAD FREE
AND COMPLY WITH THE SAFE DRINKING WATER ACT.
2.) SEE SHEET CU201 FOR SANITARY SEWER PROFILES.
3.) UNLESS OTHERWISE NOTED, ALL DISTURBED AREAS TO
BE SEEDED PER SPECIFICATIONS.
4.) CONTRACTOR SHALL KEEP ALL DEBRIS UNDER CONTROL DURING ALL
PHASES OF CONSTRUCTION, AND CLEAN UP OR COVER ANY DEBRIS AT
THE END OF EACH DAY.
5.) CONTRACTOR TO VERIFY SIZE, DEPTH, MATERIAL, AND LOCATION OF
ALL EXISTING UTILITIES PRIOR TO ORDERING MATERIAL FOR PROPOSED
UTILITIES. CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICE OF
ANY DISCREPANCIES.
6.) CONTRACTOR SHALL ADJUST RIMS OF EXISTING UTILITY STRUCTURES
TO MATCH PROPOSED FINISHED GRADE.
7.) PROPOSED SANITARY SEWER STRUCTURE COORDINATES AS NOTED
ON THE PLANS ARE CENTER OF STRUCTURE.
8.) SEE ELECTRICAL AND MECHANICAL PLANS FOR PROPOSED
ELECTRICAL, COMMUNICATION, AND MECHANICAL EQUIPMENT.
9.) WHERE A UTILITY OR SITE APPURTENANCE PENETRATES THE
PAVEMENT, AN EXPANSION JOINT SHALL BE PLACED BETWEEN THE
APPURTENANCE AND PCC SLAB. THE AFFECTED PCC SLAB SHALL BE
REINFORCED. SEE SHEETS CP100 TO CP107 FOR PCC JOINT LAYOUT
PLAN.
10.) SEE SHEETS CU501 TO CU503 FOR ALL UTILITY DETAILS.
11.) SEE SHEETS CG100 TO CG106 FOR GRADING AND DRAINAGE PLANS.
STORM DRAIN SYSTEM SHOWN FOR REFERENCE ONLY THIS SHEET.
12.) NATURAL GAS SERVICE LINE AND METER SHALL BE DESIGNED AND
CONSTRUCTED BY THE CITY OF CLARKSVILLE GAS AND WATER.
CONTRACTOR SHALL COORDINATE WITH THE CITY.
13.) CONTRACTOR TO COORDINATE WATER AND SANITARY SEWER SERVICE
WITH JACOBS.
14.) UTILITIES SHOWN TO 5 FEET OUTSIDE BUILDING ON CIVIL PLANS. SEE
MECHANICAL, ELECTRICAL, AND PLUMBING PLANS FOR CONTINUATION
INTO BUILDING.
NOTES:
W
2Q R
R
-0
I
T
P
C
O
C
E
E
X
X
X
X
X
X
X
X
X
C
O
M
C
O
M
C
O
M
C O
M
C
O
M
C
O
M
C
O
M
C
O
M
C
O
M
C
O
M
C
O
M
C
O
M
C
O
M
C
O
M
C
O
M
C
O
M
C
O
M
C O
M
C
O
M
C
O
M
C O
M
C O
M
C O
M
C O
M
C O
M
C O
M
C O
M
C O
M
C O
M
C O
M
C
O
M
C O
M
C O
M
C O
M
C O
M
C O
M
C O
M
C O
M
C O
M
C O
M
C O
M
C O
M
C O
M
C O
M C
O M
C O
M
C O
M
ELEC
ELEC
E L E
C
E L E
C
E
L
E
C
E
L
E
C
E
L
E
C
W
W
W
W
W
W
SD
SD
SD
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S D
S D
S D
S D
S
D
S
D
S
D
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
CONNECT TO EXISTING 8"
WATER MAIN WITH TAPPING
SLEEVE AND VALVE
N: 851387.50
E: 1530927.79
6" GATE VALVE
N: 851384.04
E: 1530931.38
6" GATE VALVE
N: 851310.54
E: 1531276.63
6" 45° BEND
N: 851267.32
E: 1531235.01
6" 45° BEND
N: 851266.85
E: 1531210.26
6" 45° BEND
N: 851349.75
E: 1531124.18
6" 45° BEND
N: 851346.85
E: 1530970.00
6" DIP
WATER MAIN
6" DIP
WATER MAIN
6" DIP
WATER MAIN
6" PLUG
N: 851321.34
E: 1531287.03
SCALE: 1" = 30'
30' 60'0'
S O
L I C
I T
A T
I O
N
N
O
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
A
M A
R K
S I Z
E
D A
T E
C O
N T
R A
D R
A W
N
B
Y
I S
S U
E
D
A T
E
SHEET ID
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
C A
T E
G O
D
E
C H
E C
K E
D
B
Y
S U
B M
I T
T E
D
B
Y
A N
S I
D
-W Q
R R
A P
R I L
L O
U I S
V I L L E
K
Y
D
R
M
A R
T
T H
N
G
L O
U I S
V I L
S
T R
I C
T
S A
V A
N N
A H
G
A
W
O
G L E
T H
O R
E
S A
V A
N N
S
T R
I C
T
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
V O
L U
S
I T
E
P
V E
H I C
I N
T E
N A
N C
E
S
H O
P
F O
M
P B
E L L
K
E N
T U
C K
Y
READY TO ADVERTISE (RTA)
J
S
T E
I N
K6ENXRLR 5/14/2021 10:51:55 AM P:\CIVIL3D PROJECTS\CAM0009\PLAN SHEETS\PN64296_CU101-106.DWG
CU102A
R
R
A D
T K
E
R
R
A D
T K
E
M
K
O L A
S I N
S K
I
R
E V
I S
C
O R
D A
N C
E
W
I T
H
A
M E
N D
M E
M
U T
I L I T
I E
S
P
L A
N
A
O
P T
I O
N
KEY MAP
A
B C
D E
W
2Q R
R
-0
| GC104 GENERAL CIVIL NOTES |
| CS103 SITE PLAN 'B' |
| CG101 OVERALL GRADING AND DRAINAGE PLAN |
| CG105 GRADING AND DRAINAGE PLAN 'D' |
| CG106 GRADING AND DRAINAGE PLAN 'E' |
| CP103 CONCRETE JOINT LAYOUT PLAN 'B' |
| CU101 OVERALL UTILITIES PLAN |
| CU102A UTILITIES PLAN 'A' - OPTION 2 |
File details come from the government source that posted it. Updated .