W912QR20R0004_Plans-0002.pdf
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- Solicitation number
- W912QR20R0004
About this file
This document provides details on a federal solicitation opportunity for the Joint Operations Mission and Planning Center (JOMPC) at Scott Air Force Base. The solicitation number is W912QR20R0004 and is being issued by the Department of the Army Corps of Engineers Engineering District Louisville. Interested parties are directed to review the attached solicitation document and previously posted pre-solicitation notice for requirements related to the JOMPC project. The opportunity type is listed as a solicitation, though no further specifics on response dates, award timing, or pricing terms are included in this summary document.
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Z:\CLIENTS\ANF\USCOE\LRL\115822_SCOTTJOMPC\DESIGN\CIVIL\SHEETS\115822GC005.DWG 3/18/2021 2:35 PM BHEADY
CONTRACTOR PERMITTING REQUIREMENTS
1. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS TO COMPLY WITH ALL FEDERAL, STATE, AND LOCAL REGULATORY REQUIREMENTS. THE PERMITTING PROCESS MAY INCLUDE THE SUBMISSION
OF THE FOLLOWING TYPES OF PERMITS:
a. EROSION AND SEDIMENT CONTROL.
b. DISCHARGE PERMIT.
c. WETLANDS.
d. SOLID AND HAZARDOUS WASTE.
e. CLEARING.
f. DIGGING.
g. TRAFFIC.
h. AIR QUALITY.
i. AIR EMISSIONS.
j. DRINKING WATER.
k. FUEL TANKS.
l. HISTORIC, CULTURAL, AND ARCHAEOLOGICAL PRESERVATION.
m.NOISE ABATEMENT.
n. ENDANGERED SPECIES.
o. AIRPORT HAZARD/AIRFIELD SAFETY CLEARANCES.
2. THE SWPPP WILL BE PROVIDED BY THE GOVERNMENT.
SURVEY NOTES:
1. THE SURVEY WAS PERFORMED BY AMERICAN ENGINEERS, INC IN APRIL 2020. SURVEY CONTROL
POINTS ARE SHOWN ON DRAWING V-100 AND SHALL BE RESET BY THE CONTRACTOR IF DISTURBED
DURING CONSTRUCTION.
2. CONTRACTOR SHALL RETAIN A PLS LICENSED SURVEYOR BY THE STATE OF ILLINOIS TO SURVEY PROJECT IMPROVEMENTS. IF BENCHMARKS SHOWN ARE IN AREAS THAT REQUIRE DEMOLITION, OTHER
BENCHMARKS SHALL BE ESTABLISHED BEFORE DEMOLITION AND CONSTRUCTION WORK BEGINS.
CONTRACTOR SHALL SUPPLY CERTIFIED, CONTROL POINT DATA TO COR AFTER COMPLETION OF
CONSTRUCTION.
3. HORIZONTAL CONTROL IS BASED ON GRID NORTH AS IT RELATES TO THE ILLINOIS STATE PLANE
COORDINATE SYSTEM (WEST ZONE) NORTH AMERICAN DATUM 1983 (NAD83).
4. VERTICAL CONTROL IS BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988, GEOID 12B.
SUBSURFACE EXPLORATION NOTES:
1. THE GEOTECHNICAL INVESTIGATION WAS PERFORMED BY AMERICAN ENGINEERS, INC IN AUGUST 2019.
2. THE BORING LOGS AND RELATED INFORMATION, INCLUDING WATER LEVELS, DEPICT CONDITIONS ONLY
AT THE SPECIFIC LOCATIONS AND AT THE PARTICULAR TIME DESIGNATED ON THE LOGS.
3. SOIL CONDITIONS AT OTHER LOCATIONS MAY DIFFER FROM CONDITIONS OCCURRING AT THESE SPECIFIC BORING LOCATIONS. ANY ATTEMPT TO INTERPOLATE THE STRATIGRAPHIC CONDITIONS
BETWEEN BORINGS IS AT THE CONTRACTOR'S RISK.
4. FLUCTUATIONS OR CHANGES IN WATER LEVELS AND GROUNDWATER CONDITIONS CAN BE INFLUENCED BY SOURCES OUTSIDE THE AREAS OF THE SITE INVESTIGATED, BY SEASONAL RAINFALL, AND BY CHANGES IN DRAINAGE CONDITIONS IN AND AROUND THE SITE. FLUCTUATIONS CAN OCCUR AND SHOULD BE ANTICIPATED BETWEEN THE TIME OF INVESTIGATION AND THE TIME OF CONSTRUCTION.
5. THE FINAL LOGS REFLECT BOTH THE VISUAL OBSERVATION DURING DRILLING ACTIVITIES AND THE
MORE DEFINITIVE RESULTS OBTAINED FROM THE LABORATORY TESTING. STRATIFICATION
BOUNDARIES INDICATED ON THE BORING LOGS WERE BASED ON OBSERVATIONS DURING DRILLING, AND EXTRAPOLATION OF INFORMATION OBTAINED BY INSPECTING SAMPLES FROM THE BORINGS AND COMPARISONS OF SOILS WITH SIMILAR ENGINEERING CHARACTERISTICS. LOCATIONS OF THESE
BOUNDARIES ARE APPROXIMATE AND THE TRANSITIONS BETWEEN SOIL TYPES MAY BE GRADUAL
RATHER THAN CLEARLY DEFINED.
6. "N" REPRESENTS THE NUMBER OF BLOWS REQUIRED TO ADVANCE A STANDARD PENETRATION TEST, SPLIT-SPOON SAMPLER A TOTAL OF 12 INCHES ACCORDING TO ASTM D-1586. ADJUSTMENTS IN BLOW COUNTS FOR DESIGN MAY BE REQUIRED TO ACCOUNT FOR ENERGY VARIATIONS FROM HAMMER TYPE
USED (CATHEAD OR AUTOMATIC TRIP HAMMER) AS WELL AS OTHER PARAMETERS. THE METHOD
EMPLOYED FOR OBTAINING THESE SAMPLES SHOULD BE IDENTIFIED ON THE BORING LOGS AND IN THE
TEXT OF THE GEOTECHNICAL ENGINEERING REPORT DOCUMENT.
7. ADDITIONAL WATER LEVEL INFORMATION OBTAINED DURING DRILLING IS CONTAINED IN THE
GEOTECHINCAL ENGINEERING REPORT DOCUMENT.
8. THE ELEVATION AND LOCATION COORDINATES OF THE BORINGS, WATER LEVELS, AND SOIL/ROCK
LAYERING ARE APPROXIMATE AND TO THE DEGREE OF ACCURACY IMPLIED WITH THE METHODS
EMPLOYED OF SURVEYING AND MEASUREMENT, AS NOTED IN THE GEOTECHINCAL ENGINEERING
REPORT DOCUMENT.
EXISTING CONDITIONS NOTES:
1. THE LOCATIONS OF STRUCTURES AND UNDERGROUND UTILITIES AS INDICATED HAVE BEEN OBTAINED
FROM EXISTING RECORDS AND FIELD SURVEYS. UNDERGROUND STRUCTURES AND UTILITIES MAY BE
PRESENT WHICH ARE NOT DOCUMENTED OR LOCATED.
2. THE CONTRACTOR SHALL FIELD-CHECK ALL EXISTING CONDITIONS AND BE THOROUGHLY FAMILIAR WITH THE SITE BEFORE ANY WORK COMMENCES. ANY DISCREPANCIES IN THE DRAWINGS SHALL BE
IMMEDIATELY REPORTED TO THE COR BEFORE ANY FURTHER WORK COMMENCES.
3. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO FIELD-VERIFY EXISTING STRUCTURES, UTILITIES, AND SURVEY INFORMATION, AND TO TAKE NECESSARY PRECAUTIONS DURING DEMOLITION AND
CONSTRUCTION. THE CONTRACTOR SHALL VERIFY EXISTENCE AND MARK LOCATIONS OF ALL UTILITIES, INCLUDING SERVICE CONNECTIONS TO UNDERGROUND UTILITIES, PRIOR TO BEGINNING WORK.
CONTRACTOR SHALL CONTACT THE COR AND ALL ASSOCIATED UTILITY COMPANIES AND AGENCIES TO IDENTIFY THE LOCATION OF UTILITIES. THERE IS NO GUARANTEE, EITHER EXPRESSED OR IMPLIED, THAT THE LOCATIONS, SIZE AND TYPE OF MATERIAL OF EXISTING UNDERGROUND UTILITIES INDICATED
ARE REPRESENTATIVE OF THOSE TO BE ENCOUNTERED DURING CONSTRUCTION.
4. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE COR OF OPERATIONAL PLANS. IN THE
EVENT AN UNEXPECTED UTILITY OR STRUCTURE INTERFERENCE OR CONFLICT IS ENCOUNTERED
DURING CONSTRUCTION, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE COR. ANY UTILITY SERVICES OR STRUCTURES DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED IMMEDIATELY AT CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE GOVERNMENT OR UTILITY
OWNER.
5. THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING ITEMS NOT TO BE DAMAGED DURING
DEMOLITION AND CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE DAMAGED OR
DISTURBED ITEMS TO THE SATISFACTION OF THE COR.
GENERAL DEMOLITION NOTES:
1. ALL DEMOLITION, WASTE, DEBRIS, AND UNSATISFACTORY MATERIALS SHALL BE DISPOSED OF OFF
BASE. SOIL SHALL BE TESTED ON-SITE, AND THEN DISPOSED OF AT AN APPROVED LANDFILL.
2. LOCATIONS NOTED FOR DEBRIS REMOVAL MAY CONTAIN ANY OF THE FOLLOWING MATERIALS:
AGGREGATE, CONCRETE, ASPHALT, MASONRY, FOUNDATIONS, REBAR, FENCE MATERIAL, PIPING, AND
MISCELLANEOUS STRUCTURES. LARGE PIECES OF MATERIAL MAY NEED TO BE CRUSHED AND/OR
BROKEN UP FURTHER IN ORDER TO BE HAULED AWAY TO THE CONTRACTOR'S WASTE DISPOSAL SITE.
3. CONTRACTOR SHALL COORDINATE LIMITS OF SAWCUT AND PAVEMENT REMOVAL WITH PROPOSED
PAVEMENT LAYOUT AND JOINTING PLAN.
4. PAVEMENT DESIGNATED FOR SAWCUT SHALL BE SAWCUT FULL DEPTH.
5. EXISTING PAVEMENT EDGES SHALL BE SAWCUT IN LOCATIONS SHOWN TO PROVIDE CLEAN EDGE FOR
CONSTRUCTION OF PROPOSED PAVEMENT.
6. CONCRETE PAVEMENT REMOVAL LIMITS SHALL BE TO THE NEAREST EXISTING PAVEMENT JOINT TO THE GREATEST EXTENT POSSIBLE TO PREVENT PARTIAL PANEL REMOVAL. PAVEMENT REMOVAL SHALL
INCLUDE REMOVAL OF PAVEMENT AND ANY SUBBASE MATERIAL PRESENT.
7. ANY DAMAGE TO PAVEMENT AREAS DESIGNATED TO REMAIN SHALL BE REPAIRED OR REMOVED AND
REPLACED AT NO ADDITIONAL COST TO OWNER.
8. CONTRACTOR SHALL PRESERVE EXISTING TREES AND VEGETATION WHENEVER PRACTICABLE.
CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO PROTECT ROOT SYSTEMS OF SHRUBS,
PLANTS AND TREES ALONG THE AREA OF EXCAVATION.
9. EXISTING VEGETATION AND FACILITIES WHICH ARE NOT INDICATED TO BE REMOVED SHALL BE
PROTECTED FROM DEMOLITION OR OTHER CONSTRUCTION ACTIVITIES.
10. FOR EVERY TREE INDICATED TO BE REMOVED TWO TREES SHALL BE REPLACED, AT NO ADDITIONAL
COST TO OWNER. REPLACEMENT TREE COUNT INCLUDES THOSE SHOWN ON THE LANDSCAPE
DRAWINGS. REPLACEMENT TREES, BEYOND THOSE SHOWN ON THE LANDSCAPE DRAWINGS, SHALL BE LOCATED ON SCOTT AFB PROPERTY AT LOCATIONS AS DIRECTED BY THE COR. REPLACEMENT TREE SPECIES SHALL BE AN EVEN MIXTURE OF SHADE TREE SPECIES SHOWN ON SHEET LS100. SIZE, PLANTING METHOD, STAKING, AND MAINTENANCE SHALL BE IN ACCORDANCE WITH THE LANDSCAPE
DRAWINGS AND SPECIFICATIONS.
UTILITY DEMOLITION NOTES:
1. RELOCATED UTILITIES SHALL BE CONSTRUCTED BEFORE REMOVAL OF EXISTING UTILITIES TO ENSURE
UNINTERRUPTED SERVICE TO THE FACILITIES SERVED BY THE UTILITY. ALL RELOCATIONS SHALL BE
COORDINATED WITH THE COR.
2. UTILITY CAPPING METHODS SHALL BE IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS FOR SPECIFIC PIPE MATERIAL IN SERVICE. ALL CAPPING SHALL BE INSPECTED AND APPROVED BY THE
COR.
3. ALL STRUCTURES, VALVES, ETC. TO REMAIN SHALL BE PROTECTED AND ADJUSTED TO FINISH GRADE.
4. IN AREAS OF UTILITY REMOVAL OF ABANDONED LINES, THE PORTION OF EXISTING ABANDONED LINES
TO REMAIN SHALL BE CAPPED OR PLUGGED AT REMOVAL INTERFACE.
5. UTILITY STRUCTURES AND MANHOLES TO BE ABANDONED SHALL HAVE FRAME AND COVER REMOVED, FILLED WITH SAND, AND BACKFILLED TO MEET PROPOSED GRADE.
6. ALL UTILITIES EQUAL TO OR GREATER THAN 6.00 INCHES IN DIAMETER AND INDICATED TO BE ABANDONED IN PLACE SHALL BE FILLED WITH A LOW STRENGTH FLOWABLE FILL. END SECTIONS SHALL BE PLUGGED TO CONTAIN FLOWABLE FILL. FLOWABLE FILL SHALL BE A CEMENT/SAND MIX WITH A COMPRESSIVE STRENGTH OF 75-100 psi.
7. ANY ASBESTOS CONTAINING MATERIAL (ACM) DISPOSAL MUST FOLLOW ALL APPLICABLE STATE AND FEDERAL LAWS. ACM DISPOSAL ACTIVITIES MUST BE COORDINATED WITH THE 375 CES/CEIE. ACM IS
REQUIRED TO BE MANIFESTED, APPROVED, AND SIGNED BY A REPRESENTATIVE FROM THE 375
CES/CEIE PRIOR TO WASTE LEAVING SCOTT AFB.
PAVEMENT JOINTING NOTES:
1. ALL CONCRETE PANELS THAT SUPPORT UTILITY STRUCTURES OR ARE IRREGULAR IN SHAPE
SHALL BE REINFORCED. SEE DETAIL C1 ON DRAWING CS503.
2. CONTRACTOR SHALL PROVIDE THICKENED EDGE EXPANSION JOINT AROUND UTILITY
STRUCTURES. SEE DETAIL E3 ON DRAWING CS503.
3. ALL JOINT LAYOUT CHANGES SHALL BE APPROVED BY THE COR.
GENERAL GRADING NOTES:
1. PROPOSED ELEVATIONS INDICATED ARE FOR TOP OF FINAL GRADE, PAVEMENT, OR STRUCTURE
UNLESS INDICATED OTHERWISE.
2. ELEVATION DENOTED AS “MATCH” ARE INTENDED TO MEET EXISTING GRADE ELEVATIONS.
CONTRACTOR SHALL VERIFY ELEVATIONS AT TIE-INS AND MATCH POINTS PRIOR TO BEGINNING
CONSTRUCTION.
3. EXTERIOR FINISH GRADES AT BUILDING ENTRANCES AND DOORWAY THRESHOLDS SHALL BE
MAXIMUM 0.25 INCHES BELOW BUILDING FINISH FLOOR IF A VERTICAL THRESHOLD IS PROVIDED, AND SHALL BE MAXIMUM 0.5 INCHES BELOW BUILDING FINISH FLOOR IF A BEVELED THRESHOLD IS
PROVIDED, UNLESS INDICATED OTHERWISE.
4. EXTERIOR FINISH GRADES ADJACENT TO BUILDING SHALL BE 6.00 INCHES BELOW BUILDING FINISH
FLOOR UNLESS INDICATED OTHERWISE.
5. ADEQUATE DRAINAGE SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION. ANY
DRAINAGE FEATURE OR STRUCTURE DISTURBED DURING CONSTRUCTION SHALL BE RESTORED
TO EXISTING CONDITIONS OR BETTER SUBJECT TO THE APPROVAL OF THE COR.
6. SURFACES AROUND FACILITY SHALL BE GRADED TO PROVIDE POSITIVE DRAINAGE AWAY FROM
BUILDINGS AND PAVEMENTS.
7. THE CONTRACTOR SHALL REMOVE STANDING WATER FROM THE PROJECT WORK LIMITS AS
NECESSARY TO PROTECT SUBGRADE, SUBBASE, AND/OR BASE COURSE OF NEW PAVEMENT,
SURROUNDING PAVEMENT-TO-REMAIN, OR OTHER COMPLETED WORKS.
8. TOP ELEVATION OF ALL UTILITY STRUCTURES TO REMAIN SHALL BE ADJUSTED ACCORDINGLY TO
FINISH GRADE ELEVATION.
9. ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE RE-VEGETATED IN ACCORDANCE WITH THE
SPECIFICATIONS.
10. ACCESSIBLE PARKING SHALL NOT HAVE A CROSS-SLOPE THAT EXCEEDS 2.00 PERCENT.
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CONTROLLED UNCLASSIFIED INFORMATION
CONTROLLED UNCLASSIFIED INFORMATION
W
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C B
ST
EM
EM
PAEGELOW
STREET
BEECH STREET
"SCOTT EVENT
CENTER" SIGN
UTILITY MANHOLE
RIM ELEV.: 445.51'
INV ELEV.: 438.11'
TRAFFIC MANHOLE
CAN'T OPEN - LOCKED
TRAFFIC MANHOLE
CP#1
TELEPHONE MANHOLE
RIM ELEV.: 445.08'
CAN'T OPEN
12" EVER
G
R
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16" TREE
12" TREE14" TREE
3" TREE
2" TREE
3" TREE
20" TREE
20" TREE
24" TREE
20" TREE
SCOTT ST
BU
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TELEPHONE
MANHOLE
RIM ELEV.: 445.63'
CAN'T OPEN
E
LP LP
LP
LP
LP
CONCRETE SIDEWALK
C B
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C B
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12" EVER
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12" EVER
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12" EVER
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12" EVER
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18" CMP
O.E.: 442.70'
DROP BOX INLET
RIM ELEV.: 444.21'
F.L. IN(N): 441.71'
F.L. OUT(S): 441.66'
STORM MANHOLE
RIM ELEV.: 446.68'
F.L. IN(S): 441.23'
FL OUT(E): 441.03'
FL OUT(N): 440.83'
CURB BOX INLET
RIM ELEV.: 444.11'
F.L. OUT (SW): 441.21'
CURB BOX INLET
RIM ELEV.: 444.74'
F.L. OUT (E): 3.09'
8" CPP
FF EL = 449.00
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A1 EROSION CONTROL PLAN 1
SCALE: AS SHOWN
N
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MATCHLINE: SEE GC102 FOR CONTINUATION
20' 40'0
A1
A7
EXISTING CONTOUR
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
SF SILT FENCE
AREA INLET PROTECTION
STABILIZED
CONSTRUCTION ENTRANCE
LEGEND:
LIMITS OF DISTURBANCE
A4
GC502
NOTES:
1. SEE GENERAL NOTES ON GC005 - GC007.
2. CONTRACTOR SHALL INSTALL ALL
APPROPRIATE BMP DEVICES IN
ACCORDANCE WITH THE DRAWINGS.
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A8
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GC501
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BID OPTION 4
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GRASS
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ELECTRIC MANHOLE
RIM ELEV.: 450.10'
INV ELEV.: 444.30'
UTILITY MANHOLE
RIM ELEV.: 446.92'
F.L. ELEV.: 444.12'
12" TREE 36" OAK
BU
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22" TREE
30" OAK
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EN
D M
EN
T
1 753 92 864 10
A
B
C
D
E
F
G
C
ER
TI
FI
ED
F
IN
AL
IS
SU
ED
F
O R
B
ID
D
EC
VD
YD
GC102
M .S
C H
R
AE
D
ER
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1.
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AN
Z:\CLIENTS\ANF\USCOE\LRL\115822_SCOTTJOMPC\DESIGN\CIVIL\SHEETS\115822GC101.DWG 3/15/2021 9:22 AM SRHART
A1 EROSION CONTROL PLAN 2
SCALE: AS SHOWN
N
C
OC
O
C O
C O
E E E
E
E
E
E E
E
E E
E E
E E
FH
FH
FH
FH
FH
FH
FH
E
EM
EM
EM
EM
EM
EM EM
EM
EM
EM
EM
EM
EM
EM
8" M
AP
LE
N
KEY PLAN
NOT TO SCALE
M
AT
C H
LI
N
E:
S
EE
G
C
FO
R C
O N
TI
N
U
AT
IO
N
MATCHLINE: SEE GC103 FOR CONTINUATION
MATCHLINE: SEE GC101 FOR CONTINUATION
20' 40'0
NOTES:
1. SEE GENERAL NOTES ON GC005 - GC007.
2. CONTRACTOR SHALL INSTALL ALL APPROPRIATE
BMP DEVICES IN ACCORDANCE WITH THE
DRAWINGS.
S.
W
AG
N
ER
SD
SD
A1
A7
EXISTING CONTOUR
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
SF SILT FENCE
AREA INLET PROTECTION
STABILIZED
CONSTRUCTION ENTRANCE
LEGEND:
LIMITS OF DISTURBANCE
A4
GC502
SD
STORM DRAIN INLET
CURB INLET PROTECTION
SD
SD
SD
A8
FILTER SOCK
D5
GC502
GC501
GC502
GC502
SD
SD
BID OPTION 4
EROSION CONTROL
BID OPTION 4
EROSION CONTROL
BID OPTION 4
EROSION CONTROL
AM
EN
D
M
EN
T
/1 9/
19 March 2021 C
ER
TI
FI
ED
F
IN
AL
CONTROLLED UNCLASSIFIED INFORMATION
CONTROLLED UNCLASSIFIED INFORMATION
W
2Q R
R
_P la ns -0
M M
C O
M M
C O
M M
C O
M M
C B
C B
C B
E
STST
FH
FH
EM
EM
SI
D
EW
AL
K
ELECTRIC
JUNCTION BOX
DROP BOX INLET
RIM ELEV.: 448.18'
F.L. IN (N): 445.37'
F.L. IN (E): 445.06'
F.L. OUT (W): 444.76'
ELECTRIC MANHOLE
RIM ELEV.: 448.80'
F.L. ELEV.: 442.60'
STORM MANHOLE
RIM ELEV.: 447.12'
F.L. IN(W):445.62'
F.L. IN(S): 445.63'
F.L. OUT(N):445.71'
STORM MANHOLE
RIM ELEV.: 447.41'
F.L. OUT (N): 445.91'
F.L. IN (W): 445.86'
18" CMP
I.E. ELEV.:
445.43'
AS
PH
AL
T
18" CMP
I.E. ELEV.: 447.02'
30" EVERGREEN
22" TREE
10" TREE
14" TREE
14" TREE
28" TREE
28" TREE
18" TREE
24" EVERGREEN
20" EVERGREEN
18" CMP
I.E. ELEV.: 445.92'
BUS STOP
12"RCP
O.E. ELEV.: 446.88'
CP#3
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
LP
BU
C
H
ER
S T
DROP BOX INLET
RIM ELEV.: 447.90'
F.L. IN (E): 444.97'
F.L. OUT (W): 444.75'
DROP BOX INLET
RIM ELEV.: 447.41'
F.L. IN (S): 445.71'
F.L. OUT (E): 445.41'
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
D
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IG
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B
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AN
Z:\CLIENTS\ANF\USCOE\LRL\115822_SCOTTJOMPC\DESIGN\CIVIL\SHEETS\115822GC101.DWG 3/15/2021 9:22 AM SRHART
A1 EROSION CONTROL PLAN 3
SCALE: AS SHOWN
N
C
OC
O
C O
C O
E E E
E
E
E
E E
E
E E
E E
E E
FH
FH
FH
FH
FH
FH
FH
E
EM
EM
EM
EM
EM
EM EM
EM
EM
EM
EM
EM
EM
EM
8" M
AP
LE
N
KEY PLAN
NOT TO SCALE
M
AT
C H
LI
N
E:
S
EE
G
C
FO
R C
O N
TI
N
U
AT
IO
N
MATCHLINE: SEE GC104 FOR CONTINUATION
MATCHLINE: SEE GC102 FOR CONTINUATION
20' 40'0
NOTES:
1. SEE GENERAL NOTES ON GC005 - GC007.
2. CONTRACTOR SHALL INSTALL ALL APPROPRIATE
BMP DEVICES IN ACCORDANCE WITH THE
DRAWINGS.
S.
W
AG
N
ER
SD
SD SD
SDSD
SD
SD
A1
A7
EXISTING CONTOUR
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
SF SILT FENCE
AREA INLET PROTECTION
STABILIZED
CONSTRUCTION ENTRANCE
LEGEND:
LIMITS OF DISTURBANCE
A4
GC502
SD
STORM DRAIN INLET
CURB INLET PROTECTION
A8
FILTER SOCK
D5
GC502
GC501
GC502
GC502
BID OPTION 4
EROSION CONTROL
AM
EN
D
M
EN
T
/1 9/
19 March 2021 C
ER
TI
FI
ED
F
IN
AL
CONTROLLED UNCLASSIFIED INFORMATION
CONTROLLED UNCLASSIFIED INFORMATION
W
2Q R
R
_P la ns -0
ST
B
E E
E E
E
EEEEEEEEEEEE
X X
SD
SD
SANSANSAN
SANSANSANSANSANSANSANSAN
SD
W
W
WWWWWWWWWW
WWWWWWWW
W W W W W W W W
SD
SD
SA
N
C B
C B
C B
C B
C B
C
BC
B
C B
E E
E E
E E
FH
AS
PH
AL
T
AS
PH
AL
T
SI
D
EW
AL
K
SI
D
EW
AL
K
SI
D
EW
AL
K
SI
D
EW
AL
K
SI
D
EW
AL
K
C O
N C
R
ET
E
CONCRETE
COVERED
PATIO
12" TREE
12" TREE
24" PVC
SANITARY MANHOLE
RIM ELEV.: 443.77'
F.L. IN (N): 438.47'
F.L. IN (W): 438.77'
F.L. OUT (E): 438.27'
CURB BOX INLET
RIM ELEV.: 445.03'
FL IN (N):442.13'
CURB BOX INLET
RIM ELEV.: 445.13'
FL IN (N):442.23'
FL OUT (S):442.13'
DROP BOX INLET
RIM ELEV.: 444.98'
FL IN (NE): 442.26'
FL OUT (S):442.19'
F.L.OUT(W):442.13'
F.L. IN(E):442.21'
DROP BOX INLET
RIM ELEV.: 444.31'
FL OUT (SW): 442.65'
F.L. IN (N): 442.62'
22" TREE
6" TREE
14" EVERGREEN
20" TREE
16" TREE12" TREE
22" TREE
6" TREE
14" EVERGREEN
12" EVERGREEN
SI
D
EW
AL
K
20" TREE
18" TREE
24" EVERGREEN34" EVERGREEN
20" TREE
14" TREE
30" EVERGREEN 6" TREE
18" TREE
W C
LA
Y
ST
EXISTING 2
STORY BUILDING
CC
IRON FENCE
IRON FENCE
DROP BOX INLET
RIM ELEV.: 445.02'
FL ELEV.: 444.62'
E
E
18" CMP
IE: 443.81'
18" CMP
OE: 442.80'
TBM 1
TOP BOLT: 446.95'
8" CPP
12" RCP
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
" C
PP
" C
PP
COVERED
BY NEW DIRT
SDSDSDSD
SD
LP
LP
LP
LPLP
LP
LPLP
LP
UP
SK
ID
P
LA
TE
SAW CUT W/
METAL LID
SAW CUT W/
METAL LID
GRILLS
(TYP)
20" STUMP
16" TREE
16" TREE
12" TREE
8" CPP
SD
CP#4
W W W W
CURB BOX INLET
RIM ELEV.: 444.34'
FL IN (E): 440.99'
FL OUT (N): 440.99'
CURB BOX INLET
RIM ELEV.: 444.54'
F.L. IN (E): 441.09'
F.L. IN (N): 441.19'
F.L. OUT(S): 440.94'
DROP BOX INLET
RIM ELEV.: 443.71'
COULDN'T OPEN
DROP BOX INLET
RIM ELEV.: 444.85'
F.L. OUT(SE).: 440.25'
STORM MANHOLE
RIM ELEV.: 444.33'
F.L. IN (E): 441.03'
F.L. OUT(S): 440.93'
SANITARY MANHOLE
FILLED WITH CONCRETE
W W
W
E
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
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
G G
G G
G G
G G
G G
G G
G
GGG
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
E
E E
E E
E E
E
E 2382209.93 N 683649.66
E 2382141.58 N 683649.44
E 2381987.28 N 684043.29
E 2382106.50 N 683984.02
E 2382184.03 N 683934.99
E 2382151.97 N 683952.47
E 2382184.02 N 683672.34
E 2382000.49 N 683969.63
E 2382141.60 N 683645.44
E 2382209.95 N 683645.66
E 2382151.97 N 683970.22
E 2382159.77 N 683672.24
E 2382153.06 N 683663.35
E 2382184.02 N 683713.86
E 2382137.04 N 683688.16
D
ES
IG
N
ED
B
Y:
M
AR
K D
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C
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TI
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N D
AT
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D R
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N
B Y:
C H
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D B
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FI
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AM
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SI
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PL
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SC
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PL
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SU
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PR
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C
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C O
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N O
AF
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IN
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C O
D E:
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N N
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M Y
C O
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LOUISVILLE DISTRICT
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Z:\CLIENTS\ANF\USCOE\LRL\115822_SCOTTJOMPC\DESIGN\CIVIL\SHEETS\115822CD101.DWG 3/15/2021 9:45 AM SRHART
A1 DEMOLITION PLAN 7
SCALE: AS SHOWN
N
N
KEY PLAN
NOT TO SCALE
C O
C
OC
O
C O
8" M
AP
LE
MATCHLINE: SEE CD108 FOR CONTINUATION
MATCHLINE: SEE CD106 FOR CONTINUATION
M
AT
C H
LI
N
E:
S
EE
C
D
FO
R C
O N
TI
N
U
AT
IO
N
20' 40'0
LEGEND
ASPHALT PAVEMENT REMOVAL
CONCRETE SIDEWALK REMOVAL
TREE REMOVAL
CURB AND/OR CURB AND
GUTTER REMOVAL
G UNDERGROUND UTILITY REMOVAL
PAVEMENT MARKING REMOVAL
SAW CUT PAVEMENT FULL DEPTH
NOTE:
1. SEE GENERAL CONSTRUCTION NOTES ON GC005 -
GC007.
2. CONTRACTOR SHALL REMOVE ALL FILL PLACED IN
BASEMENT OF DEMOLISHED BUILDING AND REPLACE
WITH STRUCTURAL FILL IN MAXIMUM 8” LIFTS
COMPACTED TO MINIMUM 95% MAXIMUM DENSITY
AS DETERMINED BY ASTM D1557. MAXIMUM DEPTH
OF BASEMENT FILL IS ESTIMATED TO BE 10' BELOW
EXISTING GRADE.
3. CONTRACTOR SHALL REMOVE ALL FILL PLACED IN
BASEMENT OF DEMOLISHED BUILDING AND REPLACE
WITH STRUCTURAL FILL IN MAXIMUM OF 8" LIFTS
COMPACTED TO MINIMUM 95% MAXIMUM DENSITY
AS DETERMINED BY ASTM D1557. MAXIMUM DEPTH
OF BASEMENT FILL IS ESTIMATED TO BE 4' BELOW
EXISTING GRADE.
4. THE CONTRACTOR SHALL VERIFY THE EXTENTS OF
THE PREVIOUS DEMOLITION ACTIVITIES WITHIN THE
PROJECT SITE AS SHOWN ON THE DRAWINGS. IF
NON-NATIVE, UNCONTROLLED FILL IS
ENCOUNTERED BEYOND THE LIMITS OF THE
OVEREXCAVATION AND REPLACEMENT AREA OF
THE PREVIOUSLY DEMOLISHED BUILDINGS, IT SHALL
BE REMOVED AND REPLACED WITH STRUCTURAL
FILL. ALL NON-NATIVE, UNCONTROLLED FILL
MATERIAL ON THE PROJECT SITE SHALL BE
REMOVED, REPLACED AND RECOMPACTED WITH
STRUCTURAL FILL IN ACCORDANCE WITH THE
SPECIFICATIONS.
EXISTING BUILDING
DEMOLISHED BY OTHERS
EXISTING BUILDING
DEMOLISHED BY OTHERS
REMOVE
STEAM LINES
REMOVE
STEAM LINES
S.
W
AG
N
ER
REMOVE DRAIN BOX
INLET AND REPLACE
WITH INLET GRATE.
SEE CG107 AND CU107.
CONTRACTOR WORK LIMITS
WATER LINE REMOVAL
BY AMERICAN WATER
REMOVE
LIGHT POLE
REMOVE
LIGHT POLE
REMOVE
LIGHT POLE
REMOVE
SIGNS
REMOVE
SIGNS
REMOVE
SIGN
SANITARY SEWER TO REMAIN
CURB REMOVAL
(TYP)
CURB AND GUTTER
REMOVAL (TYP)
MISCELLANEOUS REMOVAL
SEE NOTES 2 AND 4
SEE NOTES
2 AND 4
SEE NOTES
3 AND 4
ABANDON STEAM
PIPE UNDER
COVERED PATIO
5.00'
AM
EN
D
M
EN
T
/1 9/
19 March 2021 C
ER
TI
FI
ED
F
IN
AL
CONTROLLED UNCLASSIFIED INFORMATION
CONTROLLED UNCLASSIFIED INFORMATION
W
2Q R
R
_P la ns -0
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
G G
G G
G G
G
C B
C B
C B
E
ST
ST
ST
E
G R
AS
S
15" CMP
O.E.: 444.35'
SI
D
EW
AL
K
G R
AS
S
GRASS
AS
PH
AL
T
GRASS
" O
AK
CURB CUT
RIM ELEV.: 446.89'
CURB BOX INLET
RIM ELEV.: 446.70'
F.L. ELEV.: 445.19'
VERTICAL PIPE
SANITARY MANHOLE
RIM ELEV.: 446.92'
F.L. IN (N): 444.15'
F.L. OUT(W): 444.05'
SANITARY MANHOLE
RIM ELEV.: 448.22'
UNABLE TO OPEN
SANITARY MANHOLE
RIM ELEV.: 450.01'
UNABLE TO OPEN
ELECTRIC MANHOLE
RIM ELEV.: 450.10'
INV ELEV.: 444.30'
UTILITY MANHOLE
RIM ELEV.: 446.92'
F.L. ELEV.: 444.12'
STORM MANHOLE
RIM ELEV.: 446.93'
F.L. IN(E): 444.01'
F.L. OUT(W): 443.99'
DROP BOX INLET
RIM ELEV.: 446.85'
F.L. IN(E): 444.20'
F.L. OUT(W): 444.16'
12" TREE
4" MAPLE
4" TREE
4" TREE 2" TREE
4" TREE
4" TREE
4" TREE
36" OAK
24" MAPLE
24" MAPLE
16" MAPLE
18" EVERGREEN
28" TREE
18" TREE
16" TREE
14" CEDAR
24" TREE
BU
C
H
ER
S T
G R
AS
S
CONCRETE
FLUME
CURB CUT
RIM ELEV.: 446.39'
" C
M P
SANITARY MANHOLE
RIM ELEV.: 449.87'
UNABLE TO OPEN
22" TREE
30" OAK
CURB CUT
RIM ELEV.: 446.39'
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SAN
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
WWW
EM
E
DROP BOX INLET
RIM ELEV.: 445.51'
F.L. IN (W): 441.28'
F.L. IN (N): 441.26'
F.L. OUT(E): 441.26'
LP
STORM MANHOLE
RIM ELEV.: 446.92'
F.L. ELEV.: 444.12'
STORM MANHOLE
RIM ELEV.: 446.40'
F.L. IN (W): 444.11'
F.L. OUT(S): 444.05'
COMM
COMM
C O
M M
C O
M M
COMM
COMM
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
COMM
COMM
E 2382605.29 N 684391.89
E 2382282.27 N 684390.16
E 2382337.45 N 684523.32
E 2382340.89 N 684356.06
E 2382266.88 N 684355.66
D
ES
IG
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B
Y:
M
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N
B Y:
C H
EC
KE
D B
Y:
FI
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N
AM
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SI
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PL
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SC
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PL
O T
D
AT
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/1 1/
IS
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PR
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C O
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C O
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OF ENGINEERS
LOUISVILLE DISTRICT
SHEET ID
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M
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SI
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C
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R
(J O
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PC
AS
S
H O
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AM
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EN
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1 753 92 864 10
A
B
C
D
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F
G
C
ER
TI
FI
ED
F
IN
AL
IS
SU
ED
F
O R
B
ID
D
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CD102A
M .S
C H
R
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D
ER
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D
AH
LO
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Z:\CLIENTS\ANF\USCOE\LRL\115822_SCOTTJOMPC\DESIGN\CIVIL\SHEETS\115822CD101A.DWG 3/15/2021 10:31 AM SRHART
A1 BID OPTION DEMOLITION PLAN 2
SCALE: AS SHOWN
N
N
KEY PLAN
NOT TO SCALE
C O
C
OC
O
C O
8" M
AP
LE
M
AT
C H
LI
N
E:
S
EE
C
D
FO
R C
O N
TI
N
U
AT
IO
N
MATCHLINE: SEE CD103 FOR CONTINUATION
MATCHLINE: SEE CD101 FOR CONTINUATION
20' 40'0
LEGEND
ASPHALT PAVEMENT REMOVAL
CONCRETE SIDEWALK REMOVAL
TREE REMOVAL
CURB AND GUTTER REMOVAL
G UNDERGROUND UTILITY REMOVAL
PAVEMENT MARKING REMOVAL
SAW CUT PAVEMENT FULL DEPTH
NOTE:
1. SEE GENERAL CONSTRUCTION
NOTES ON GC005 - GC007.
S.
W
AG
N
ER
CONTRACTOR WORK LIMITS
BID OPTION 4:
NORTH PARKING LOT
BID OPTION 5: WEST
PARKING LOT FULL
DEPTH ASPHALT
AM
EN
D
M
EN
T
/1 9/
19 March 2021 C
ER
TI
FI
ED
F
IN
AL
CONTROLLED UNCLASSIFIED INFORMATION
CONTROLLED UNCLASSIFIED INFORMATION
W
2Q R
R
_P la ns -0
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD SD SD SD
SD
SD
SD
SD
SD
C O
M M
C O
M M
C O
M M
C O
M M
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
SD
SD
SD
SD
SD
C
B
C B
C B
E
STST
FH
FH
EM
EM
AS
PH
AL
T
ASPHALT
DUMPSTER
ENCLOSURE
SI
D
EW
AL
K
ELECTRIC
JUNCTION BOX
DROP BOX INLET
RIM ELEV.: 448.18'
F.L. IN (N): 445.37'
F.L. IN (E): 445.06'
F.L. OUT (W): 444.76'
ELECTRIC MANHOLE
RIM ELEV.: 448.80'
F.L. ELEV.: 442.60'
STORM MANHOLE
RIM ELEV.: 447.12'
F.L. IN(W):445.62'
F.L. IN(S): 445.63'
F.L. OUT(N):445.71'
STORM MANHOLE
RIM ELEV.: 447.41'
F.L. OUT (N): 445.91'
F.L. IN (W): 445.86'
18" CMP
I.E. ELEV.:
445.43'
AS
PH
AL
T
18" CMP
I.E. ELEV.: 447.02'
10" MAPLE
8" MAPLE
26" EVERGREEN
20" EVERGREEN
30" EVERGREEN
22" TREE
10" TREE
14" TREE
14" TREE
28" TREE
28" TREE
18" TREE
14" TREE
4" MAPLE
3" MAPLE
24" EVERGREEN
20" EVERGREEN
18" CMP
I.E. ELEV.: 445.92'
15" SPLIT TREE
BUS STOP
CONCRETE PAD
SKID PLATE
SKID
PLATE
" C
M P
12"RCP
SM
AS
H
ED
12"RCP
O.E. ELEV.: 446.88'
12" TREE
CP#3
W W
W
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
LP LP
LP
LP
LP
LP
LP
BU
C
H
ER
S T
DROP BOX INLET
RIM ELEV.: 447.90'
F.L. IN (E): 444.97'
F.L. OUT (W): 444.75'
DROP BOX INLET
RIM ELEV.: 447.41'
F.L. IN (S): 445.71'
F.L. OUT (E): 445.41'
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
WWWWWW
W W
W W
W W
W W
W W
W W
SAN
EE
W W
E 2382207.05 N 684292.76
E 2382052.22 N 684326.89
E 2381953.31 N 684324.52
E 2382207.95 N 684152.30
E 2381951.49 N 684152.30
E 2381951.49 N 684094.63
E 2382052.18 N 684330.89
E 2381953.20 N 684328.52
D
ES
IG
N
ED
B
Y:
M
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K D
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C
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D R
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B Y:
C H
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D B
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SI
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PL
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1 753 92 864 10
A
B
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F
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C
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TI
FI
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F
IN
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IS
SU
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F
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B
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D
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M .S
C H
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Z:\CLIENTS\ANF\USCOE\LRL\115822_SCOTTJOMPC\DESIGN\CIVIL\SHEETS\115822CD101A.DWG 3/15/2021 10:31 AM SRHART
A1 BID OPTION DEMOLITION PLAN 3
SCALE: AS SHOWN
N
N
KEY PLAN
NOT TO SCALE
C O
C
OC
O
C O
8" M
AP
LE
M
AT
C H
LI
N
E:
S
EE
C
D
FO
R C
O N
TI
N
U
AT
IO
N
MATCHLINE: SEE CD104 FOR CONTINUATION
MATCHLINE: SEE CD102 FOR CONTINUATION
20' 40'0
LEGEND
ASPHALT PAVEMENT REMOVAL
TREE REMOVAL
CURB AND GUTTER REMOVAL
G UNDERGROUND UTILITY REMOVAL
SAW CUT PAVEMENT FULL DEPTH
NOTE:
1. SEE GENERAL CONSTRUCTION
NOTES ON GC005 - GC007.
S.
W
AG
N
ER
CONTRACTOR WORK LIMITS
BID OPTION 4:
NORTH PARKING LOT
BID OPTION 5:
WEST PARKING LOT
FULL DEPTH ASPHALT
AM
EN
D
M
EN
T
/1 9/
19 March 2021 C
ER
TI
FI
ED
F
IN
AL
CONTROLLED UNCLASSIFIED INFORMATION
CONTROLLED UNCLASSIFIED INFORMATION
W
2Q R
R
_P la ns -0
E
E E
E
E E
SD SD
C B
E
E
STST
FH
EM
EM
SI
D
EW
AL
K
ELECTRIC MANHOLE
RIM ELEV.: 448.40'
INV ELEV.: 443.20'
STORM MANHOLE
RIM ELEV.: 447.16'
F.L. OUT(E): 445.76'
STORM MANHOLE
RIM ELEV.: 447.52'
F.L. OUT(E): 445.92'
SIDEWALK
ELECTRIC MANHOLE
RIM ELEV.: 448.07'
CAN'T OPEN
DROP BOX INLET
RIM ELEV.: 447.17'
F.L. ELEV.: 445.47'
COMMUNICATION BOX
RIM ELEV.: 448.86'
G R
AS
S
BU
C
H
ER
S T
AS
PH
AL
T
3" MAPLE
3" MAPLE
3" MAPLE
8" MAPLE
8" MAPLE
8" MAPLE
WARD DR
SC
O
TT
E
VE
N
T C
EN
TE
R S
IG
N
W
AT
ER
V
AL
VE
B O
X R
IM
E
LE
V.
: 4
.2 6'
IN
V
EL
EV
3.
" P
IP
E
IE
:4
.3
3'
" P
IP
E
O E:
.4 4'
" P
IP
E
O E:
.4 8'
" P
IP
E
IE
: 4
.0
3'
" P
IP
E
IE
: 4
.9 8'
" P
IP
E
O E:
.6 2'
SD SD
LP
LP
EM
CP#2
WWWW
SD
SD
SD
SD
SD
F.L. IN (S): 445.71'
F.L. OUT (E): 445.41'
EEEEEEE
E
E
EEE
E E
E
E E
E
E
E
EEE
X
XXXX
X
X X X X X
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
COMMCOMMCOMMCOMMCOMMCOMMCOMM
COMMCOMMCOMMCOMM
COMMCOMM
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
COMM COMM
COMM COMM COMM COMM COMM
COMM COMM COMM COMM
COMM
COMMCOMMCOMM
COMMCOMMCOMM
CO
M
M
CO
M
M
CO
M
M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M
M COMM COMM
C O
M M
C O
M M
C O
M M
COMM
COMM
COMM
C O
M M
COMM
COMM
COMM
COMM
COMM COMM COMM COMM
COMM
COMM
C O
M M
C O
M M
C O
M M
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
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 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 G G
G G
G
G G
SAN
SAN
SAN
SAN
SAN
SAN
SAN
E E
EE
E
EE
E
E E
EEEEEEE
E E
E E
E
COMM
COMM
G
D
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IG
N
ED
B
Y:
M
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D R
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B Y:
C H
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D B
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FI
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N
AM
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SI
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SC
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PL
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D
AT
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/1 1/
IS
SU
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AT
E:
PR
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C
T N
O
C O
N
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N O
AF
D
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IN
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C O
D E:
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SO
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C
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AT
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N N
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SHEET ID
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1 753 92 864 10
A
B
C
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F
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C
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TI
FI
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F
IN
AL
IS
SU
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F
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B
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D
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CD104A
M .S
C H
R
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D
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J.
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Z:\CLIENTS\ANF\USCOE\LRL\115822_SCOTTJOMPC\DESIGN\CIVIL\SHEETS\115822CD101A.DWG 3/15/2021 10:31 AM SRHART
A1 BID OPTION DEMOLITION PLAN 4
SCALE: AS SHOWN
N
N
KEY PLAN
NOT TO SCALE
C O
C
OC
O
C O
8" M
AP
LE
MATCHLINE: SEE CD103 FOR CONTINUATION
20' 40'0
LEGEND
ASPHALT PAVEMENT REMOVAL
CONCRETE SIDEWALK REMOVAL
TREE REMOVAL
CURB AND GUTTER REMOVAL
G UNDERGROUND UTILITY REMOVAL
PAVEMENT MARKING REMOVAL
SAW CUT PAVEMENT FULL DEPTH
NOTE:
1. SEE GENERAL CONSTRUCTION
NOTES ON GC005 - GC007.
S.
W
AG
N
ER
CONTRACTOR WORK LIMITS
BID OPTION 5: WEST
PARKING LOT FULL
DEPTH ASPHALT
AM
EN
D
M
EN
T
/1 9/
19 March 2021 C
ER
TI
FI
ED
F
IN
AL
CONTROLLED UNCLASSIFIED INFORMATION
CONTROLLED UNCLASSIFIED INFORMATION
W
2Q R
R
_P la ns -0
C B
C B
C B
C B
C B
C B
C B
C B
C B
C
BC
B
C B
C B
C B
C B
C B
C B
C B
C B
C
BC
B
C B
C B
C B
C B
C B
C B
C B
C B
C B
FH
FH
FH
FH
FH
CP#1
C B
LPLP
LP
LP
LP
LP
LP
LP
LPLP
LP
LP
UP
C B
C B
C B
CP#3
CP#2
CP#4
CP#5
CP#6
LP
LP
LP
LP
BLDG
BLDG
BLDG
BLDG
SCOTT DR
BU
C
H
ER
S T
WARD DR
W
ES
T C
LA
Y
ST
D
ES
IG
N
ED
B
Y:
M
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K D
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C
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TI
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AT
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D R
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N
B Y:
C H
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D B
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FI
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N
AM
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SI
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PL
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SC
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PL
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D
AT
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IS
SU
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AT
E:
PR
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C
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C O
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N O
AF
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C O
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SHEET ID
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1 753 92 864 10
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Z:\CLIENTS\ANF\USCOE\LRL\115822_SCOTTJOMPC\DESIGN\CIVIL\SHEETS\115822CS100.DWG 3/15/2021 10:47 AM SRHART
E4
CS501
LEGEND
ASPHALT PAVEMENT
CONCRETE SIDEWALK
B1
CS504
A1 OVERALL SITE PLAN
SCALE: AS SHOWN
N
100' 200'0
CS101 CS105 CS109
CS108
CS102 CS106
CS103 CS107
CS104
S.
W
AG
N
ER
CONTRACTOR WORK LIMITS
BI
D
O
PT
IO
N
N O
R
TH
P
AR
KI
N
G L
O T
BA
SE
B
ID
M
IL
L
O
VE
R
LA
Y
BI
D O
PT
IO
N
FU
LL
D
EP
TH
AS
PH
AL
T
R
EP
LA
C
EM
EN
T
AM
EN
D
M
EN
T
/1 9/
19 March 2021 C
ER
TI
FI
ED
F
IN
AL
CONTROLLED UNCLASSIFIED INFORMATION
CONTROLLED UNCLASSIFIED INFORMATION
W
2Q R
R
_P la ns -0
ST
EM
EM
CP#1
E
EM
E
C B
C B
E
E
5.00'
ABA RAMP
5.00'
RAISED CURB
5.00' 10.50'
11.13'
48" (TYP)
R72.50'
R72.50'
20.00'
R279.50'
20.00'
123' ATFP STANDOFF
2' MOW STRIP
THICKENED
SIDEWALK
DETENTION BASIN 1
STORM DRAIN INLET
BASIN 1
CONTROL
STRUCTURE
R263.50'
R24.50'
MATCH
EXISTING
MATCH EXISTING
MATCH EXISTING
BENCHES (TYP)
DETECTABLE
WARNING
SURFACE (TYP)
A1
CS505
SCOTT DR
BU
C
H
ER
S T
B1
CS504
33' UNOBSTRUCTED SPACE
5.00'
18 19 20
E 2382628.07
COLUMN
LINE K1
N 684171.61
STOOP (SEE
STRUCTURAL
DRAWING S-012)
STOOP (SEE
STRUCTURAL DRAWING S-012)
A6
CS504
R5.00'
R5.00'
R5.00'
347348
351 352
355 356
BUILDING
IDENTIFICATION SIGN
(PER INSTALLATION
FACILITIES
STANDARDS)
4.00'
6.33'
D
ES
IG
N
ED
B
Y:
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
D R
AW
N
B Y:
C H
EC
KE
D B
Y:
FI
LE
N
AM
E:
SI
ZE
PL
O T
SC
AL
E:
PL
O T
D
AT
E:
/1 1/
IS
SU
E D
AT
E:
PR
O
JE
C
T N
O
C O
N
TR
AC
T
N O
AF
D
R
AW
IN
G
C O
D E:
/1
1/
X2
SO
LI
C
IT
AT
IO
N N
O
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
LO
U
IS
VI
LL
E
D
IS
TR
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LO
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IS
VI
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E, K
EN
TU
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KY
W
AR
D P
AR
KW
AY
, K
AN
SA
S C
IT
Y, M O
US ARMY CORPS
OF ENGINEERS
LOUISVILLE DISTRICT
SHEET ID
PR
O
JE
C
T N
O . K
R
SM
SC
O
TT
A
IR
F
O R
C E
BA
SE
, I
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IN
O
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JO
IN
T O
PE
R
AT
IO
N S
M
IS
SI
O N
P
LA
N N
IN
G
C
EN
TE
R
(J O
M
PC
AS
S
H O
W N
AM
EN
D M
EN
T
1 753 92 864 10
A
B
C
D
E
F
G
C
ER
TI
FI
ED
F
IN
AL
IS
SU
ED
F
O R
B
ID
D
EC
VD
YD
CS101
M .S
C H
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AE
D
ER
J.
D
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LO
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S1
.D W
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P
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A1 SITE PLAN 1
SCALE: AS SHOWN
N
20' 40'0
C
OC
O
C O
C O
E E E
E
E
E
E E
E
E E
E E
E E
FH
FH
FH
FH
FH
FH
FH
E
EM
EM
EM
EM
EM
EM EM
EM
EM
EM
EM
EM
EM
EM
8" M
AP
LE
N
KEY PLAN
NOT TO SCALE
E4
CS501
LEGEND
ASPHALT PAVEMENT
CONCRETE SIDEWALK
CURB AND GUTTER A1
CS502
B1
CS504
M
AT
C H
LI
N
E:
S
EE
C
S1
F O
R C
O N
TI
N
U
AT
IO
N
MATCHLINE: SEE CS102 FOR CONTINUATION
NOTE:
1. SEE GENERAL NOTES ON SHEET GC005 - GC007.
2. THICKENED SIDEWALK TO BE USED AS FIRE TRUCK
ACCESS.
S.
W
AG
N
ER
A1
CS502
E7
LS500
CONTRACTOR WORK LIMITS
THICKENED SIDEWALK
B1
CS504
PROPOSED BUILDING
TOP OF SLOPE
TOE OF SLOPE
DETENTION BASIN
RETAINING
WALL
250 COORDINATE SYMBOL
SEE DRAWING CS110
A7
CS507
C2
LS500
STORM DRAIN INLET
DRAIN BASIN
FIRE HYDRANT
AM
EN
D
M
EN
T
/1 9/
19 March 2021 C
ER
TI
FI
ED
F
IN
AL
CONTROLLED UNCLASSIFIED INFORMATION
CONTROLLED UNCLASSIFIED INFORMATION
W
2Q R
R
_P la ns -0
4" MAPLE
4" TREE
4" TREE 2" TREE
4" TREE
4" TREE
4" TREE
EM
E
10.50' 5.00'
RAISED CURB
R25.00'
R15.00'
R25.00'
6.00'
24.00' 8.00'
20.00'
10.00'
12.00'
R21.00'
2' MOW STRIP
ADA RAMP
BOLLARD BARRIERA4
CS505
RAISED
CURB
10.00'
THICKENED
SIDEWALK
123' ATFP
STANDOFF
ABA RAMP
(TYP)
A1
CS502
R200.00'
49 50
51 52
56 57
R82.50'
79 80
BENCHES
(TYP)
BICYCLE
RACK
E7
CS504
DETECTABLE
WARNING
SURFACE (TYP)
A1
CS505
CURB AND GUTTER
BU
C
H
ER
S T
R73.50'
33' UNOBSTRUCTED SPACE
5.00'
48"
(TYP)
R217.50'
4.00'
ABA RAMP
R10.00'
R5.00'
R10.00'
R10.00'
R5.00'
R10.00'
8.00'
5.00' E 2382453.07
COLUMN
LINE B1
N 684171.61
EXTERIOR SIGNAGE (SEE
ARCHITECTURAL DRAWING A-191)
STOOP (SEE
STRUCTURAL
DRAWING S-012)
LIGHTED
BOLLARD (TYP)
R1.00'
R6.00'
R202.00'
BOLLARD (TYP)
SEE NOTE 3
E7
CS505
4.00'
D
ES
IG
N
ED
B
Y:
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
D R
AW
N
B Y:
C H
EC
KE
D B
Y:
FI
LE
N
AM
E:
SI
ZE
PL
O T
SC
AL
E:
PL
O T
D
AT
E:
/1 1/
IS
SU
E D
AT
E:
PR
O
JE
C
T N
O
C O
N
TR
AC
T
N O
AF
D
R
AW
IN
G
C O
D E:
/1
1/
X2
SO
LI
C
IT
AT
IO
N N
O
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
LO
U
IS
VI
LL
E
D
IS
TR
IC
T
LO
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IS
VI
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E, K
EN
TU
C
KY
W
AR
D P
AR
KW
AY
, K
AN
SA
S C
IT
Y, M O
US ARMY CORPS
OF ENGINEERS
LOUISVILLE DISTRICT
SHEET ID
PR
O
JE
C
T N
O . K
R
SM
SC
O
TT
A
IR
F
O R
C E
BA
SE
, I
LL
IN
O
IS
JO
IN
T O
PE
R
AT
IO
N S
M
IS
SI
O N
P
LA
N N
IN
G
C
EN
TE
R
(J O
M
PC
AS
S
H O
W N
AM
EN
D M
EN
T
1 753 92 864 10
A
B
C
D
E
F
G
C
ER
TI
FI
ED
F
IN
AL
IS
SU
ED
F
O R
B
ID
D
EC
VD
YD
CS102
M .S
C H
R
AE
D
ER
J.
D
AH
LO
R
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S1
.D W
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P
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A1 SITE PLAN 2
SCALE: AS SHOWN
N
C
OC
O
C O
C O
E E E
E
E
E
E E
E
E E
E E
E E
FH
FH
FH
FH
FH
FH
FH
E
EM
EM
EM
EM
EM
EM EM
EM
EM
EM
EM
EM
EM
EM
8" M
AP
LE
N
KEY PLAN
NOT TO SCALE
M
AT
C H
LI
N
E:
S
EE
C
S1
F O
R C
O N
TI
N
U
AT
IO
N
MATCHLINE: SEE CS103 FOR CONTINUATION
MATCHLINE: SEE CS101 FOR CONTINUATION
20' 40'0
A1
CS502
S.
W
AG
N
ER
E7
LS500
B1
CS504
E4
CS501
LEGEND
ASPHALT PAVEMENT
CONCRETE SIDEWALK
CURB AND GUTTER A1
CS502
B1
CS504
NOTE:
CONTRACTOR WORK LIMITS
THICKENED SIDEWALK
B1
CS504
PROPOSED BUILDING
TOP OF SLOPE
TOE OF SLOPE
DETENTION BASIN
250 COORDINATE SYMBOL
SEE DRAWING CS110
1. SEE GENERAL NOTES ON SHEET GC005 - GC007.
2. THICKENED SIDEWALK TO BE USED AS FIRE TRUCK
ACCESS.
3. PLACE FOUR BOLLARDS CENTERED AROUND FIRE
HYDRANT, SPACED 6-FEET APART.
A6
CS504
E7
ES503
C2
LS500
STORM DRAIN INLET
DRAIN BASIN
FIRE HYDRANT
MANHOLE 1
AM
EN
D
M
EN
T
/1 9/
19 March 2021 C
ER
TI
FI
ED
F
IN
AL
CONTROLLED UNCLASSIFIED INFORMATION
CONTROLLED UNCLASSIFIED INFORMATION
W
2Q R
R
_P la ns -0
C B
C B
E
STST
FH
FH
EM
EM
14" TREE
4" MAPLE
3" MAPLE
CP#3
LP
EXISTING CURB
AND GUTTER
CURB AND GUTTER
48" (TYP) 102
MATCH
EXISTING
103 104
EXISTING
CURB AND
GUTTER
BU
C
H
ER
S T
CONTRACTOR
WORK LIMITS
367 368
D
ES
IG
N
ED
B
Y:
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
D R
AW
N
B Y:
C H
EC
KE
D B
Y:
FI
LE
N
AM
E:
SI
ZE
PL
O T
SC
AL
E:
PL
O T
D
AT
E:
/1 1/
IS
SU
E D
AT
E:
PR
O
JE
C
T N
O
C O
N
TR
AC
T
N O
AF
D
R
AW
IN
G
C O
D E:
/1
1/
X2
SO
LI
C
IT
AT
IO
N N
O
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
LO
U
IS
VI
LL
E
D
IS
TR
IC
T
LO
U
IS
VI
LL
E, K
EN
TU
C
KY
W
AR
D P
AR
KW
AY
, K
AN
SA
S C
IT
Y, M O
US ARMY CORPS
OF ENGINEERS
LOUISVILLE DISTRICT
SHEET ID
PR
O
JE
C
T N
O . K
R
SM
SC
O
TT
A
IR
F
O R
C E
BA
SE
, I
LL
IN
O
IS
JO
IN
T O
PE
R
AT
IO
N S
M
IS
SI
O N
P
LA
N N
IN
G
C
EN
TE
R
(J O
M
PC
AS
S
H O
W N
AM
EN
D M
EN
T
1 753 92 864 10
A
B
C
D
E
F
G
C
ER
TI
FI
ED
F
IN
AL
IS
SU
ED
F
O R
B
ID
D
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VD
YD
CS103
M .S
C H
R
AE
D
ER
J.
D
AH
LO
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C
S1
.D W
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SI
TE
P
LA
N
Z:\CLIENTS\ANF\USCOE\LRL\115822_SCOTTJOMPC\DESIGN\CIVIL\SHEETS\115822CS101.DWG 3/16/2021 7:58 AM BHEADY
A1 SITE PLAN 3
SCALE: AS SHOWN
N
C
OC
O
C O
C O
E E E
E
E
E
E E
E
E E
E E
E E
FH
FH
FH
FH
FH
FH
FH
E
EM
EM
EM
EM
EM
EM EM
EM
EM
EM
EM
EM
EM
EM
8" M
AP
LE
N
KEY PLAN
NOT TO SCALE
M
AT
C H
LI
N
E:
S
EE
C
S1
F O
R C
O N
TI
N
U
AT
IO
N
MATCHLINE: SEE CS104 FOR CONTINUATION
MATCHLINE: SEE CS102 FOR CONTINUATION
20' 40'0
S.
W
AG
N
ER
E4
CS501
LEGEND
ASPHALT PAVEMENT
CURB AND GUTTER A1
CS502
NOTE:
1. SEE GENERAL NOTES ON SHEET GC005 - GC007.
CONTRACTOR WORK LIMITS
250 COORDINATE SYMBOL
SEE DRAWING CS110
2" ASPHALT OVERLAY
E8
CS501
STORM DRAIN INLET
DRAIN BASIN
FIRE HYDRANT
AM
EN
D
M
EN
T
/1 9/
19 March 2021 C
ER
TI
FI
ED
F
IN
AL
CONTROLLED UNCLASSIFIED INFORMATION
CONTROLLED UNCLASSIFIED INFORMATION
W
2Q R
R
_P la ns -0
E
E
STST
FH
EM
EM
EM
CP#2
R25.00'
MATCH EXISTING
CURB AND GUTTER
MATCH
EXISTING
WARD DR
BU
C
H
ER
S T
48" (TYP)
371 372
D
ES
IG
N
ED
B
Y:
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
D R
AW
N
B Y:
C H
EC
KE
D B
Y:
FI
LE
N
AM
E:
SI
ZE
PL
O T
SC
AL
E:
PL
O T
D
AT
E:
/1 1/
IS
SU
E D
AT
E:
PR
O
JE
C
T N
O
C O
N
TR
AC
T
N O
AF
D
R
AW
IN
G
C O
D E:
/1
1/
X2
SO
LI
C
IT
AT
IO
N N
O
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
LO
U
IS
VI
LL
E
D
IS
TR
IC
T
LO
U
IS
VI
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E, K
EN
TU
C
KY
W
AR
D P
AR
KW
AY
, K
AN
SA
S C
IT
Y, M O
US ARMY CORPS
OF ENGINEERS
LOUISVILLE DISTRICT
SHEET ID
PR
O
JE
C
T N
O . K
R
SM
SC
O
TT
A
IR
F
O R
C E
BA
SE
, I
LL
IN
O
IS
JO
IN
T O
PE
R
AT
IO
N S
M
IS
SI
O N
P
LA
N N
IN
G
C
EN
TE
R
(J O
M
PC
AS
S
H O
W N
AM
EN
D M
EN
T
1 753 92 864 10
A
B
C
D
E
F
G
C
ER
TI
FI
ED
F
IN
AL
IS
SU
ED
F
O R
B
ID
D
EC
VD
YD
CS104
M .S
C H
R
AE
D
ER
J.
D
AH
LO
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C
S1
.D W
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SI
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P
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Z:\CLIENTS\ANF\USCOE\LRL\115822_SCOTTJOMPC\DESIGN\CIVIL\SHEETS\115822CS101.DWG 3/16/2021 7:58 AM BHEADY
A1 SITE PLAN 4
SCALE: AS SHOWN
N
C
OC
O
C O
C O
E E E
E
E
E
E E
E
E E
E E
E E
FH
FH
FH
FH
FH
FH
FH
E
EM
EM
EM
EM
EM
EM EM
EM
EM
EM
EM
EM
EM
EM
8" M
AP
LE
N
KEY PLAN
NOT TO SCALE
MATCHLINE: SEE CS103 FOR CONTINUATION
M
AT
C H
LI
N
E:
S
EE
C
S1
F O
R C
O N
TI
N
U
AT
IO
N
20' 40'0
S.
W
AG
N
ER
E4
CS501
LEGEND
ASPHALT PAVEMENT
CURB AND GUTTER A1
CS502
NOTE:
1. SEE GENERAL NOTES ON SHEET GC005 - GC007.
CONTRACTOR WORK LIMTS
250 COORDINATE SYMBOL
SEE DRAWING CS110
2" ASPHALT OVERLAY
C4
CS501
STORM DRAIN INLET
DRAIN BASIN
FIRE HYDRANT
E8
CS501
AM
EN
D
M
EN
T
/1 9/
19 March 2021 C
ER
TI
FI
ED
F
IN
AL
CONTROLLED UNCLASSIFIED INFORMATION
CONTROLLED UNCLASSIFIED INFORMATION
W
2Q R
R
_P la ns -0
B
C B
C B
C B
C B
C B
ST
STST
E
E
LP
C B
CP#5
R49.50'
6.00'
ABA RAMP
24" (TYP)
CURB AND
GUTTER
20.00'
R72.50'
R72.50'
R60.00'
20.00'
2' MOW
STRIP
123' ATFP STANDOFF
THICKENED
SIDEWALK
ABA RAMP
(TYP)
R280.00'
R185.00'
R280.00'
R280.00'
CATCH BASIN
BASIN 2
CONTROL
STRUCTURE
DETENTION BASIN 2
MATCH EXISTING
MATCH
EXISTING
MATCH
EXISTING
BENCHES
(TYP)
DETECTABLE
WARNING
SURFACE (TYP)
A1
CS505
MATCH
EXISTING
R30.00'
R30.00'
236 237
R30.00'
5.00'
5.00'
SCOTT DR
W
ES
T C
LA
Y
ST
253 254
257 258 259
263264
4.00'
RETAINING
WALL
M-RATED
BARRIER
WALL
R25.00' R25.00'
4.00'
8.00'
26 27
SSCO
EXTERIOR SIGNAGE (SEE
ARCHITECTURAL DRAWING A-191)
C1
CS501
4.00'
MH
STOOP (SEE
STRUCTURAL
DRAWING S-012)
STOOP (SEE
STRUCTURAL
DRAWING S-012)
STOOP (SEE
STRUCTURAL
DRAWING S-012)
A6
CS504
C2
LS500
R5.00'
R5.00' R430.00'
R5.00'
333 334
389 390
4.67'
8.00'
D
ES
IG
N
ED
B
Y:
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
D R
AW
N
B Y:
C H
EC
KE
D B
Y:
FI
LE
N
AM
E:
SI
ZE
PL
O T
SC
AL
E:
PL
O T
D
AT
E:
/1 1/
IS
SU
E D
AT
E:
PR
O
JE
C
T N
O
C O
N
TR
AC
T
N O
AF
D
R
AW
IN
G
C O
D E:
/1
1/
X2
SO
LI
C
IT
AT
IO
N N
O
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
LO
U
IS
VI
LL
E
D
IS
TR
IC
T
LO
U
IS
VI
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E, K
EN
TU
C
KY
W
AR
D P
AR
KW
AY
, K
AN
SA
S C
IT
Y, M O
US ARMY CORPS
OF ENGINEERS
LOUISVILLE DISTRICT
SHEET ID
PR
O
JE
C
T N
O . K
R
SM
SC
O
TT
A
IR
F
O R
C E
BA
SE
, I
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IN
O
IS
JO
IN
T O
PE
R
AT
IO
N S
M
IS
SI
O N
P
LA
N N
IN
G
C
EN
TE
R
(J O
M
PC
AS
S
H O
W N
AM
EN
D M
EN
T
1 753 92 864 10
A
B
C
D
E
F
G
C
ER
TI
FI
ED
F
IN
AL
IS
SU
ED
F
O R
B
ID
D
EC
VD
YD
CS105
M .S
C H
R
AE
D
ER
J.
D
AH
LO
R
C
S1
.D W
G
SI
TE
P
LA
N
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A1 SITE PLAN 5
SCALE: AS SHOWN
N
20' 40'0
C
OC
O
C O
C O
E E E
E
E
E
E E
E
E E
E E
E E
FH
FH
FH
FH
FH
FH
FH
E
EM
EM
EM
EM
EM
EM EM
EM
EM
EM
EM
EM
EM
EM
8" M
AP
LE
N
KEY PLAN
NOT TO SCALE
MATCHLINE: SEE CS106 FOR CONTINUATION
M
AT
C H
LI
N
E:
S
EE
C
S1
F O
R C
O N
TI
N
U
AT
IO
N
A1
CS401
D1
CS401
M
AT
C H
LI
N
E:
S
EE
C
S1
F O
R C
O N
TI
N
U
AT
IO
N
S.
W
AG
N
ER
E7
LS500
B1
CS504
E4
CS501
LEGEND
ASPHALT PAVEMENT
CONCRETE SIDEWALK
CURB AND GUTTER A1
CS502
M-RATED BARRIER
A1
CS507
B1
CS504
NOTE:
THICKENED SIDEWALK
B1
CS504
PROPOSED BUILDING
TOP OF SLOPE
TOE OF SLOPE
DETENTION BASIN
RETAINING WALL
250 COORDINATE SYMBOL
SEE DRAWING CS110
SCOTT DRIVE
LOADING DOCK
E1
CS501
A7
CS507
1. SEE GENERAL NOTES ON SHEET GC005 - GC007.
2. THICKENED SIDEWALK TO BE USED AS FIRE TRUCK
ACCESS.
3. PLACE FOUR BOLLARDS CENTERED AROUND FIRE
HYDRANT, SPACED 6-FEET APART.
CONTRACTOR WORK LIMITS
STORM DRAIN INLET
DRAIN BASIN
FIRE HYDRANT
BOLLARD (TYP)
(SEE NOTE 3) CS505
E7
MANHOLE
AM
EN
D
M
EN
T
/1 9/
19 March 2021 C
ER
TI
FI
ED
F
IN
AL
CONTROLLED UNCLASSIFIED INFORMATION
CONTROLLED UNCLASSIFIED INFORMATION
W
2Q R
R
_P la ns -0
C B
E
ST
ST
FH
ST
LP
6.00' 6.00'
6.00'
R23.00'
4.87'
6.00'
R49.50'
R50.50'
R50.00'
48" (TYP)
ABA RAMP
ABA
RAMP
10.00'
12.00'
LOADING DOCK
R60.00'
5.00'
20.00'
20.00'
ABA RAMP
(TYP)
BOLLARD
BARRIER
A4
CS505
RAISED CURB
123' ATFP STANDOFF
ABA RAMP
10.00'
THICKENED
SIDEWALK
M-RATED
CABLE
BARRIER
A1
CS502
DUMPSTER
ENCLOSURE (SEE
ARCHITECTURAL
DRAWING A-427)
R84.00'
20.00'
R74.00'
R84.00'
BASIN 4
CONTROL
STRUCTUREDETENTION BASIN 4
STORM
MANHOLE
FLARED END
SECTION
FLARED END
SECTION
DETENTION BASIN 3
24' RATED
BARRIER ARM
A5
CS506
R74.00'
R23.00'
6.00'
161 162
167 168
179 180
183184
187 188
193194
197198
201 202
MATCH EXISTING
MATCH EXISTING
MATCH
EXISTING
BENCHES (TYP)
FLAGPOLE
THICKENED
SIDEWALK
B1
CS504
B1
CS504
DETECTABLE
WARNING
SURFACE (TYP)
A1
CS505
W
ES
T C
LA
Y
ST
33' UNOBSTRUCTED
SPACE
3' x 2' x 6"
GAS METER PAD
GRAVEL
2' x 2'
GRAVEL 2' x 2'
BOLLARD
BARRIER
A4
CS505
BOLLARD
BARRIER
A4
CS505
24' RATED
BARRIER ARM
A5
CS506
E 2382465.57
COLUMN
LINE B13
N 683811.61
C7
CS501
C1
CS501
EXTERIOR SIGNAGE
(SEE ARCHITECTURAL
DRAWING A-191)
Y4 L1-13
Y4 L1-13
ELECTRICAL
MANHOLE
MECHANICAL YARD -
SEE MECHANICAL AND
ELECTRICAL DRAWINGS
LIGHTED
BOLLARD (TYP)
E7
ES503
C2
LS500
A6
CS504
R6.00'
R1.00'
339R91.00'
R6.00'
10' (TYP)
R1.00'
R6.00'R6.00'
342 343
383 384
385386
C3
LS500
BOLLARD (TYP)
E7
CS505
RIVER ROCK
AND
GEOTEXTILE
FABRIC ONLY
E7
LS500
4.00'
4.00'
D
ES
IG
N
ED
B
Y:
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
D R
AW
N
B Y:
C H
EC
KE
D B
Y:
FI
LE
N
AM
E:
SI
ZE
PL
O T
SC
AL
E:
PL
O T
D
AT
E:
/1 1/
IS
SU
E D
AT
E:
PR
O
JE
C
T N
O
C O
N
TR
AC
T
N O
AF
D
R
AW
IN
G
C O
D E:
/1
1/
X2
SO
LI
C
IT
AT
IO
N N
O
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
LO
U
IS
VI
LL
E
D
IS
TR
IC
T
LO
U
IS
VI
LL
E, K
EN
TU
C
KY
W
AR
D P
AR
KW
AY
, K
AN
SA
S C
IT
Y, M O
US ARMY CORPS
OF ENGINEERS
LOUISVILLE DISTRICT
SHEET ID
PR
O
JE
C
T N
O . K
R
SM
SC
O
TT
A
IR
F
O R
C E
BA
SE
, I
LL
IN
O
IS
JO
IN
T O
PE
R
AT
IO
N S
M
IS
SI
O N
P
LA
N N
IN
G
C
EN
TE
R
(J O
M
PC
AS
S
H O
W N
AM
EN
D M
EN
T
1 753 92 864 10
A
B
C
D
E
F
G
C
ER
TI
FI
ED
F
IN
AL
IS
SU
ED
F
O R
B
ID
D
EC
VD
YD
CS106
M .S
C H
R
AE
D
ER
J.
D
AH
LO
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C
S1
.D W
G
SI
TE
P
LA
N
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A1 SITE PLAN 6
SCALE: AS SHOWN
N
C
OC
O
C O
C O
E E E
E
E
E
E E
E
E E
E E
E E
FH
FH
FH
FH
FH
FH
FH
E
EM
EM
EM
EM
EM
EM EM
EM
EM
EM
EM
EM
EM
EM
8" M
AP
LE
N
KEY PLAN
NOT TO SCALE
MATCHLINE: SEE CS107 FOR CONTINUATION
MATCHLINE: SEE CS105 FOR CONTINUATION
M
AT
C H
LI
N
E:
S
EE
C
S1
F O
R C
O N
TI
N
U
AT
IO
N
20' 40'0
S.
W
AG
N
ER
E4
CS501
LEGEND
ASPHALT PAVEMENT
CONCRETE SIDEWALK
CURB AND GUTTER A1
CS502
B1
CS504
NOTE:
CONTRACTOR WORK LIMITS
THICKENED SIDEWALK
B1
CS504
PROPOSED BUILDING
TOP OF SLOPE
TOE OF SLOPE
DETENTION BASIN
GRAVEL
LOADING DOCK
CONCRETE PAVEMENT
E1
CS501
250 COORDINATE SYMBOL
SEE DRAWING CS110
M-RATED
CABLE BARRIER
D1
CS505
1. SEE GENERAL NOTES ON SHEET GC005 - GC007.
2. THICKENED SIDEWALK TO BE USED AS FIRE TRUCK
ACCESS.
STORM DRAIN INLET
DRAIN BASIN
FIRE HYDRANT
A5
CS501
MANHOLE
AM
EN
D
M
EN
T
/1 9/
19 March 2021 C
ER
TI
FI
ED
F
IN
AL
CONTROLLED UNCLASSIFIED INFORMATION
CONTROLLED UNCLASSIFIED INFORMATION
W
2Q R
R
_P la ns -0
B
C B
C B
C B
C B
C B
C
BC
B
C B
E E
E E
E E
FH
E
E
LP
LP
LPLP
LP
UP
CP#4
4.87'
5.00'
48" (TYP)
48" (TYP)
CURB AND GUTTER
CURB AND GUTTER
CURB AND GUTTER
MATCH
EXISTING
5.00'
W
ES
T C
LA
Y
ST
EXISTING ASPHALT PARKING LOT
MH
379 380
381 382
4.00'
D
ES
IG
N
ED
B
Y:
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
D R
AW
N
B Y:
C H
EC
KE
D B
Y:
FI
LE
N
AM
E:
SI
ZE
PL
O T
SC
AL
E:
PL
O T
D
AT
E:
/1 1/
IS
SU
E D
AT
E:
PR
O
JE
C
T N
O
C O
N
TR
AC
T
N O
AF
D
R
AW
IN
G
C O
D E:
/1
1/
X2
SO
LI
C
IT
AT
IO
N N
O
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
LO
U
IS
VI
LL
E
D
IS
TR
IC
T
LO
U
IS
VI
LL
E, K
EN
TU
C
KY
W
AR
D P
AR
KW
AY
, K
AN
SA
S C
IT
Y, M O
US ARMY CORPS
OF ENGINEERS
LOUISVILLE DISTRICT
SHEET ID
PR
O
JE
C
T N
O . K
R
SM
SC
O
TT
A
IR
F
O R
C E
BA
SE
, I
LL
IN
O
IS
JO
IN
T O
PE
R
AT
IO
N S
M
IS
SI
O N
P
LA
N N
IN
G
C
EN
TE
R
(J O
M
PC
AS
S
H O
W N
AM
EN
D M
EN
T
1 753 92 864 10
A
B
C
D
E
F
G
C
ER
TI
FI
ED
F
IN
AL
IS
SU
ED
F
O R
B
ID
D
EC
VD
YD
CS107
M .S
C H
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D
ER
J.
D
AH
LO
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C
S1
.D W
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SI
TE
P
LA
N
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A1 SITE PLAN 7
SCALE: AS SHOWN
N
C
OC
O
C O
C O
E E E
E
E
E
E E
E
E E
E E
E E
FH
FH
FH
FH
FH
FH
FH
E
EM
EM
EM
EM
EM
EM EM
EM
EM
EM
EM
EM
EM
EM
8" M
AP
LE
N
KEY PLAN
NOT TO SCALE
MATCHLINE: SEE CS108 FOR CONTINUATION
MATCHLINE: SEE CS106 FOR CONTINUATION
M
AT
C H
LI
N
E:
S
EE
C
S1
F O
R C
O N
TI
N
U
AT
IO
N
20' 40'0
S.
W
AG
N
ER
E4
CS501
LEGEND
ASPHALT PAVEMENT
CONCRETE SIDEWALK
CURB AND GUTTER A1
CS502
B1
CS504
NOTE:
1. SEE GENERAL NOTES ON SHEET GC005 - GC007.
250 COORDINATE SYMBOL
SEE DRAWING CS110
C4
CS501
CONTRACTOR WORK LIMITS
STORM DRAIN INLET
DRAIN BASIN
FIRE HYDRANT
STORM MANHOLE
AM
EN
D
M
EN
T
/1 9/
19 March 2021 C
ER
TI
FI
ED
F
IN
AL
CONTROLLED UNCLASSIFIED INFORMATION
CONTROLLED UNCLASSIFIED INFORMATION
W
2Q R
R
_P la ns -0
LPLP
LP5.00'
R25.00'
CURB AND GUTTER
48" (TYP)
ABA RAMP
221 222
R5.00'
DETECTABLE
WARNING
SURFACE (TYP)
A1
CS505
24.00'
15.00'
20.00'
DUMPSTER
ENCLOSURE
CONCRETE
PAD
E1
CS501
WARD DR
W
ES
T C
LA
Y
ST
377 378
B2
CS509
A6
CS504
D
ES
IG
N
ED
B
Y:
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
D R
AW
N
B Y:
C H
EC
KE
D B
Y:
FI
LE
N
AM
E:
SI
ZE
PL
O T
SC
AL
E:
PL
O T
D
AT
E:
/1 1/
IS
SU
E D
AT
E:
PR
O
JE
C
T N
O
C O
N
TR
AC
T
N O
AF
D
R
AW
IN
G
C O
D E:
/1
1/
X2
SO
LI
C
IT
AT
IO
N N
O
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
LO
U
IS
VI
LL
E
D
IS
TR
IC
T
LO
U
IS
VI
LL
E, K
EN
TU
C
KY
W
AR
D P
AR
KW
AY
, K
AN
SA
S C
IT
Y, M O
US ARMY CORPS
OF ENGINEERS
LOUISVILLE DISTRICT
SHEET ID
PR
O
JE
C
T N
O . K
R
SM
SC
O
TT
A
IR
F
O R
C E
BA
SE
, I
LL
IN
O
IS
JO
IN
T O
PE
R
AT
IO
N S
M
IS
SI
O N
P
LA
N N
IN
G
C
EN
TE
R
(J O
M
PC
AS
S
H O
W N
AM
EN
D M
EN
T
1 753 92 864 10
A
B
C
D
E
F
G
C
ER
TI
FI
ED
F
IN
AL
IS
SU
ED
F
O R
B
ID
D
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VD
YD
CS108
M .S
C H
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LO
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S1
.D W
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SI
TE
P
LA
N
Z:\CLIENTS\ANF\USCOE\LRL\115822_SCOTTJOMPC\DESIGN\CIVIL\SHEETS\115822CS101.DWG 3/16/2021 7:58 AM BHEADY
A1 SITE PLAN 8
SCALE: AS SHOWN
N
C
OC
O
C O
C O
E E E
E
E
E
E E
E
E E
E E
E E
FH
FH
FH
FH
FH
FH
FH
E
EM
EM
EM
EM
EM
EM EM
EM
EM
EM
EM
EM
EM
EM
8" M
AP
LE
N
KEY PLAN
NOT TO SCALE
M
AT
C H
LI
N
E:
S
EE
C
S1
F O
R C
O N
TI
N
U
AT
IO
N
MATCHLINE: SEE CS107 FOR CONTINUATION
20' 40'0
E4
CS501
LEGEND
ASPHALT PAVEMENT
CONCRETE SIDEWALK
CURB AND GUTTER A1
CS502
B1
CS504
NOTE:
1. SEE GENERAL NOTES ON SHEET GC005 - GC007.
S.
W
AG
N
ER
250 COORDINATE SYMBOL
SEE DRAWING CS110
CONTRACTOR WORK LIMITS
STORM DRAIN INLET
DRAIN BASIN
FIRE HYDRANT
AM
EN
D
M
EN
T
/1 9/
19 March 2021 C
ER
TI
FI
ED
F
IN
AL
CONTROLLED UNCLASSIFIED INFORMATION
CONTROLLED UNCLASSIFIED INFORMATION
W
2Q R
R
_P la ns -0
C B
C B
C B
E E
E
MATCH EXISTING
SCOTT DR
MH MH
4.00'
4.00'
D
ES
IG
N
ED
B
Y:
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
D R
AW
N
B Y:
C H
EC
KE
D B
Y:
FI
LE
N
AM
E:
SI
ZE
PL
O T
SC
AL
E:
PL
O T
D
AT
E:
/1 1/
IS
SU
E D
AT
E:
PR
O
JE
C
T N
O
C O
N
TR
AC
T
N O
AF
D
R
AW
IN
G
C O
D E:
/1
1/
X2
SO
LI
C
IT
AT
IO
N N
O
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
LO
U
IS
VI
LL
E
D
IS
TR
IC
T
LO
U
IS
VI
LL
E, K
EN
TU
C
KY
W
AR
D P
AR
KW
AY
, K
AN
SA
S C
IT
Y, M O
US ARMY CORPS
OF ENGINEERS
LOUISVILLE DISTRICT
SHEET ID
PR
O
JE
C
T N
O . K
R
SM
SC
O
TT
A
IR
F
O R
C E
BA
SE
, I
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IN
O
IS
JO
IN
T O
PE
R
AT
IO
N S
M
IS
SI
O N
P
LA
N N
IN
G
C
EN
TE
R
(J O
M
PC
AS
S
H O
W N
AM
EN
D M
EN
T
1 753 92 864 10
A
B
C
D
E
F
G
C
ER
TI
FI
ED
F
IN
AL
IS
SU
ED
F
O R
B
ID
D
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VD
YD
CS109
M .S
C H
R
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D
ER
J.
D
AH
LO
R
C
S1
.D W
G
SI
TE
P
LA
N
Z:\CLIENTS\ANF\USCOE\LRL\115822_SCOTTJOMPC\DESIGN\CIVIL\SHEETS\115822CS101.DWG 3/16/2021 7:58 AM BHEADY
A1 SITE PLAN 9
SCALE: AS SHOWN
N
C
OC
O
C O
C O
E E E
E
E
E
E E
E
E E
E E
E E
FH
FH
FH
FH
FH
FH
FH
E
EM
EM
EM
EM
EM
EM EM
EM
EM
EM
EM
EM
EM
EM
8" M
AP
LE
N
KEY PLAN
NOT TO SCALE
M
AT
C H
LI
N
E:
S
EE
C
S1
F O
R C
O N
TI
N
U
AT
IO
N
A1
CS401
D1
CS401
20' 40'0
E4
CS501
LEGEND
ASPHALT PAVEMENT
CURB AND GUTTER A1
CS502
NOTE:
1. SEE GENERAL NOTES ON SHEET GC005 - GC007.
S.
W
AG
N
ER
CONTRACTOR WORK LIMITS
250 COORDINATE SYMBOL
SEE DRAWING CS110
STORM DRAIN INLET
DRAIN BASIN
FIRE HYDRANT
AM
EN
D
M
EN
T
/1 9/
19 March 2021 C
ER
TI
FI
ED
F
IN
AL
CONTROLLED UNCLASSIFIED INFORMATION
CONTROLLED UNCLASSIFIED INFORMATION
W
2Q R
R
_P la ns -0
COORDINATES
No.
NORTHING
684334.86
684341.68
684358.28
684347.11
684333.80
684397.84
684397.82
684341.35
684356.85
684077.86
684297.52
684296.27
684190.48
684123.42
684181.61
684118.07
684183.77
684148.77
684129.77
684090.11
684197.11
684173.11
684199.82
684171.61
683809.94
683792.95
684333.91
683772.29
683810.11
683720.44
683663.09
683689.44
683689.44
684391.49
684388.51
684391.39
684382.88
684364.83
684361.85
684361.44
684364.31
684382.13
684390.69
684390.51
684387.64
684390.36
684381.49
684328.18
684303.18
684303.18
684293.30
684303.81
684303.81
684328.81
684328.87
684321.37
684297.28
684318.28
684318.39
684297.28
EASTING
2382915.30
2382914.02
2382891.85
2382892.35
2382890.82
2382778.45
2382769.64
2382705.14
2382705.00
2382707.50
2382845.07
2382877.73
2382667.86
2382743.76
2382728.07
2382671.46
2382637.60
2382637.57
2382637.57
2382637.57
2382597.23
2382597.23
2382581.73
2382581.73
2382737.90
2382737.90
2382596.69
2382688.40
2382637.77
2382637.77
2382531.36
2382574.07
2382584.07
2382513.18
2382506.23
2382490.08
2382493.68
2382475.92
2382468.88
2382418.79
2382411.70
2382393.59
2382397.06
2382373.77
2382380.86
2382350.88
2382513.36
2382265.30
2382265.51
2382290.51
2382290.51
2382318.51
2382343.51
2382343.30
2382350.38
2382350.38
2382318.51
2382339.34
2382358.88
2382339.51
DESCRIPTION
BOC
BOC
BOC
SIDEWALK
R
BOC
BOC
SIDEWALK
BOC
R
FACE OF WALL
COR WALL
VEHICULAR SIDEWALK
VEHICULAR SIDEWALK
R
R
FACE OF WALL
FACE OF WALL
FACE OF WALL
FACE OF WALL
VEHICULAR SIDEWALK
SIDEWALK
VEHICULAR SIDEWALK
SIDEWALK
VEHICULAR SIDEWALK
VEHICULAR SIDEWALK
BOC
VEHICULAR SIDEWALK
VEHICULAR SIDEWALK
VEHICULAR SIDEWALK
EOA
BOC (R 3.00')
BOC (R 3.00')
SIDEWALK
SIDEWALK
SIDEWALK
SIDEWALK
SIDEWALK
SIDEWALK
SIDEWALK
SIDEWALK
SIDEWALK
SIDEWALK
SIDEWALK
SIDEWALK
SIDEWALK
R
BOC
BOC
BOC
BOC
BOC
R
BOC
BOC
BOC
SIDEWALK
SIDEWALK
SIDEWALK
SIDEWALK
COORDINATES
No.
NORTHING
684298.28
684313.41
684313.01
684230.92
684302.12
684301.54
684386.39
684371.84
684301.80
684319.68
684340.64
684329.85
684371.44
684385.69
684329.20
684302.12
684201.61
684201.61
684128.11
684146.58
684138.61
684114.61
684106.73
684142.64
684161.76
684120.61
684120.61
684100.88
684080.91
684085.59
684117.66
684135.66
684380.51
684353.95
684317.30
684519.29
684317.08
684317.54
684…
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