W912QR21R0015-0005.pdf
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- 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 construction cost is between $25-100 million. The project requires compliance with HUBZone price evaluation preferences. The solicitation will be formally released on April 16, 2021, with a 30-day response period. The Army Corps of Engineers Engineering District Louisville is the contracting agency. Offerors must register in the System for Award Management, which houses the Central Contractor Registration and Online Representations and Certifications Application.
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CIVIL/OPS/ENVIRONMENTAL BR
ATTN: MARCEL D HULL
600 DR M L KING JR PL RM 821
LOUISVILL KY 40202-2236
AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT
Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.
15A. NAME AND TITLE OF SIGNER (Type or print)
30-105-04EXCEPTION TO SF 30
APPROVED BY OIRM 11-84
STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA
FAR (48 CFR) 53.243
Solicitation W912QR21R0015 for the Construction of a Vehicle Maintenance Shop at Ft. Campbell, KY is hereby amended as follow s:
SEE ATTACHED SUMMARY OF CHANGES AMDT 0005.
1. CONTRACT ID CODE PAGE OF PAGES
1 5
16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)
16C. DATE SIGNED
BY
16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR
(Signature of Contracting Officer)(Signature of person authorized to sign)
8. NAME AND ADDRESS OF CONTRACTOR (No., Street , County, State and Zip Code) X W912QR21R0015
X 9B. DATED (SEE ITEM 11)
16-Apr-2021
10B. DATED (SEE ITEM 13)
9A. AMENDMENT OF SOLICITATION NO.
11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS
X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer X is extended, is not extended.
Offer must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended by one of the following methods:
(a) By completing Items 8 and 15, and returning 1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;
or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN
REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.
12. ACCOUNTING AND APPROPRIATION DATA (If required)
13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.
IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.
A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE
CONTRACT ORDER NO. IN ITEM 10A.
B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).
C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:
D. OTHER (Specify type of modification and authority)
E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.
14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)
10A. MOD. OF CONTRACT/ORDER NO.
2. AMENDMENT/MODIFICATION NO.
5. PROJECT NO.(If applicable)
6. ISSUED BY
3. EFFECTIVE DATE
21-Jul-2021
CODE
U. S. ARMY ENGINEER DISTRICT, LOUISVILLE
600 DR. MARTIN LUTHER KING, JR. PLACE
ROOM 821
LOUISVILLE KY 40202-2239
W912QR 7. ADMINISTERED BY (If other than item 6)
4. REQUISITION/PURCHASE REQ. NO.
CODE 964860
FACILITY CODECODE
EMAIL:TEL:
W912QR21R0015-0005
W912QR21R0015
SECTION SF 30 BLOCK 14 CONTINUATION PAGE
SUMMARY OF CHANGES
SECTION SF 30 - BLOCK 14 CONTINUATION PAGE (SF 30)
The following have been added by full text:
SUMMARY OF CHANGES AMDT 0005
Solicitation W912QR21R0015 for the Construction of a Vehicle Maintenance Shop at Ft. Campbell, KY is hereby amended as follows:
A. Section 00 10 00, Price Breakout Schedule, is hereby revised and replaced in its entirety.
B. The following DRAWINGS are hereby revised and replaced in their entirety:
GI-001
CS-101
CS-103
CS-105
CS-106
CP-101
CP-103
CP-105
CP-106
CU-101
CU-103
CU-104
CU-105
CU-106
C. The following DRAWINGS are hereby incorporated in their entirety and must be adhered to:
CS-103A
CS-105A
CS-106A
CP-103A
CP-105A
CP-106A
CU-103A
CU-104A
CU-105A
CU-106A
C. The proposal due date is hereby extended to 4 August 2021 at 2:00 PM Eastern Time (ET).
SECTION 00 10 00 - SOLICITATION
The required response date/time has changed from 02-Jun-2021 02:00 PM to 04-Aug-2021 02:00 PM.
The following have been modified:
PRICE BREAKOUT SCHEDULE
SECTION 00 10 00
PRICE BREAKOUT SCHEDULE
OFFEROR’S NAME: _______________________________________
CONTRACT LINE ITEM SCHEDULE
CLIN Description Unit Unit Amount Amount
BASE PROPOSAL
0001 All work, labor, materials, and equipment required to construct the Vehicle Maintenance Shop (TEMF) as shown, including delegated design of utilities as shown. JB ___________ ___________
0002 All work, labor, materials, and equipment required to construct South Site Organizational Vehicle Parking as shown. JB ___________ ___________
0003 All work, labor, materials, and equipment required to construct South Site Development Outside Five (5) Foot Line as shown. JB ___________ ___________
0004 All work required for coordination with the Electrical utility service provider, City Light & Power (CLP) for review of Design After Award (DAA) review submittals. Est.
Quantity 50 hours. See note no. 3. $70.35/HR $3,517.50
0005 All work required for coordination with the
Light & Power (CLP) for Quality Assurance (QA) Inspections. Est. Quantity 100 hours.
See note no. 3. $70.35/HR $7,035.00
0006 All work required for coordination with the
Light & Power (CLP) for the final connection fee. JB $1,500.00 $1,500.00
SUBTOTAL (BASE-MILCON) _________________
OPTION 1
0007 All work, labor, materials, and equipment required to construct (1) Organizational Storage Building including associated building systems and delegated utility design as shown. JB ___________ ___________
************************************AMDT003*****************************************
OPTION 2
0008 All work, labor, materials, and equipment required to construct North Site Development as shown. JB ___________ ___________
OPTION 3
0009 All work, labor, materials, and equipment required to construct North Site Organizational Vehicle Parking as shown. Can only be executed if Option 2 is executed first. JB ___________ ___________
************************************AMDT003*****************************************
OPTION 4
0010 All work, labor, materials, and equipment required to construct Petroleum Oil Storage Building including associated Building systems and delegated utility design
OPTION 5
0011 All work, labor, materials, and equipment required to construct Hazardous Waste Storage Building including associated building systems and delegated utility design
************************************AMDT005*****************************************
OPTION 6
0012 All work, labor, materials, and equipment required to construct (3) Organizational Storage Buildings including associated building systems and delegated design of utilities as shown. JB ___________ ___________
************************************AMDT005*****************************************
TOTAL (BASE PLUS OPTIONS) _________________
NOTES FOR CONTRACT LINE ITEM (CLIN) SCHEDULE
NOTE NO. 1. To better facilitate the receipt and proposal process, all modifications to proposals are to be submitted on copies of the latest Contract Line Item (CLIN) schedules as published in the solicitation or the latest amendment thereto. In lieu of indicating additions/deductions to line items, all Offerors should state their revised prices for each item.
NOTE NO. 2. Offerors must insert a price on all numbered items including unit prices and options of the CLIN Schedule. Failure to do so may result in the offer being unacceptable.
NOTE NO. 3. CLIN Items as noted are estimates and are subject to the requirements of FAR 52.211-18 Variation in Estimated Quantity. Variations in the actual quantities encountered will be the subject of a contract modification as provided in Clause 52.211-18 Variation in Estimated Quantities.
NOTE NO. 4. The Offeror’s Base Proposal and all Options will be evaluated. In accordance with 52.217-5, Evaluation of Options, the Government will evaluate offers for award purposes by adding the total price for all options to the total price for the basic requirement. Evaluation of options will not obligate the Government to exercise the option(s).
NOTE NO. 5. The Contracting Officer may exercise any option by written notice to the Contractor within 60 calendar days of notice to proceed.
(End of Summary of Changes)
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GC101 LOCATION MAP AND VICINITY MAP
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GC103 CIVIL LEGEND AND ABBREVIATIONS
GC104 GENERAL CIVIL NOTES
VF101 OVERALL EXISTING CONDITIONS
VF102 EXISTING CONDITIONS 'A'
VF103 EXISTING CONDITIONS 'B'
VF104 EXISTING CONDITIONS 'C'
VF105 EXISTING CONDITIONS 'D'
VF106 EXISTING CONDITIONS 'E'
B-101 OVERALL BORING SITE PLAN
B-102 BORING LOG SHEETS
B-103 BORING LOG SHEETS
B-104 BORING LOG SHEETS
B-105 BORING LOG SHEETS
B-106 BORING LOG SHEETS
B-107 BORING LOG SHEETS
B-108 BORING LOG SHEETS
B-109 BORING LOG SHEETS
B-110 BORING LOG SHEETS
B-111 BORING LOG SHEETS
B-112 BORING LOG SHEETS
B-113 BORING LOG SHEETS
B-114 BORING LOG SHEETS
B-115 BORING LOG SHEETS
B-116 GEOPHYSICAL SITE PLAN
CD101 OVERALL DEMOLITION PLAN
CD102 DEMOLITION PLAN 'A'
CD103 DEMOLITION PLAN 'B'
CD104 DEMOLITION PLAN 'C'
CD105 DEMOLITION PLAN 'D'
CD106 DEMOLITION PLAN 'E'
CS101 OVERALL SITE PLAN
CS102A SITE PLAN 'A' - OPTION 2
CS102B SITE PLAN 'A' - OPTION 3
CS103 SITE PLAN 'B'
CS103A SITE PLAN 'B' - OPTION 1
CS104 SITE PLAN 'C'
CS105 SITE PLAN 'D'
CS105A SITE PLAN 'D' - OPTIONS 4, 5, AND 6
CS106 SITE PLAN 'E'
CS106A SITE PLAN 'E' - OPTION 6
CS501 FENCE DETAILS
CS502 FENCE DETAILS
CS503 PAVEMENT SIGNAGE AND MARKING DETAILS
CS504 DUMPSTER AND MISCELLANEOUS SITE DETAILS
CS505 PAVING DETAILS
CS506 PAVING DETAILS
CG101 OVERALL GRADING AND DRAINAGE PLAN
CG102A GRADING AND DRAINAGE PLAN 'A' - OPTION 2
CG102B GRADING AND DRAINAGE PLAN 'A' - OPTION 3
CG103 GRADING AND DRAINAGE PLAN 'B'
CG104 GRADING AND DRAINAGE PLAN 'C'
CG105 GRADING AND DRAINAGE PLAN 'D'
CG106 GRADING AND DRAINAGE PLAN 'E'
CG201 STORM SEWER PROFILES
CG202 STORM SEWER PROFILES
CG203 STORM SEWER PROFILES
CG204 STORM SEWER PROFILES
CG501 DRAINAGE DETAILS
CG502 DRAINAGE DETAILS
CG503 DRAINAGE DETAILS
CG504 DRAINAGE DETAILS
CG601 PRE-DEVELOPMENT HYDROLOGY
CG602 POST-DEVELOPMENT HYDROLOGY
CP101 OVERALL CONCRETE JOINT LAYOUT PLAN
CP102A CONCRETE JOINT LAYOUT PLAN 'A' - OPTION 2
CP102B CONCRETE JOINT LAYOUT PLAN 'A' - OPTION 3
CP103 CONCRETE JOINT LAYOUT PLAN 'B'
CP103A CONCRETE JOINT LAYOUT PLAN 'B' - OPTION 1
CP104 CONCRETE JOINT LAYOUT PLAN 'C'
CP105 CONCRETE JOINT LAYOUT PLAN 'D'
CP105A CONCRETE JOINT LAYOUT PLAN 'D' - OPTIONS 4, 5, AND 6
CP106 CONCRETE JOINT LAYOUT PLAN 'E'
CP106A CONCRETE JOINT LAYOUT PLAN 'E' - OPTION 6
CU101 OVERALL UTILITIES PLAN
CU102A UTILITIES PLAN 'A' - OPTION 2
CU102B UTILITIES PLAN 'A' - OPTION 3
CU103 UTILITIES PLAN 'B'
CU103A UTILITIES PLAN 'B' - OPTION 1
CU104 UTILITIES PLAN 'C'
CU104A UTILITIES PLAN 'C' - OPTION 1
CU105 UTILITIES PLAN 'D'
CU105A UTILITIES PLAN 'D' - OPTIONS 4, 5, AND 6
CU106 UTILITIES PLAN 'E'
CU106A UTILITIES PLAN 'E' - OPTION 6
CU201 SANITARY SEWER PROFILES
CU501 UTILITY DETAILS
CU502 UTILITY DETAILS
CU503 UTILITY DETAILS
CE001 COVER SHEET
CE002 LEGEND
CE003 NOTES
CE004 SOIL MAP & DATA
CE101 OVERALL INITIAL PHASE PLAN
CE102 INITIAL PHASE PLAN 'A'
CE103 INITIAL PHASE PLAN 'B'
CE104 INITIAL PHASE PLAN 'C'
CE105 INITIAL PHASE PLAN 'D'
CE106 INITIAL PHASE PLAN 'E'
CE107 INTERMEDIATE PHASE PLAN 'A'
CE108 INTERMEDIATE PHASE PLAN 'B'
CE109 INTERMEDIATE PHASE PLAN 'C'
CE110 INTERMEDIATE PHASE PLAN 'D'
CE111 INTERMEDIATE PHASE PLAN 'E'
CE112 FINAL PHASE PLAN 'A'
CE113 FINAL PHASE PLAN 'B'
CE114 FINAL PHASE PLAN 'C'
CE115 FINAL PHASE PLAN 'D'
CE116 FINAL PHASE PLAN 'E'
CE117 CONSTRUCTION STAGING AREA
CE501 DETAILS
CE502 DETAILS
CE503 DETAILS
CE504 DETAILS
CE505 DETAILS
CE506 DETAILS
CE507 DETAILS
CE508 DETAILS
E-001 SITE ELECTRICAL LEGEND AND NOTES
ES101 OVERALL ELECTRICAL SITE PLAN
ES102 ELECTRICAL SITE PLAN 'A'
ES103 ELECTRICAL SITE PLAN 'B'
ES104 ELECTRICAL SITE PLAN 'C'
ES105 ELECTRICAL SITE PLAN 'D'
ES106 ELECTRICAL SITE PLAN 'E'
ES106A ELECTRICAL SITE PLAN 'G'
ES107 TELECOMMUNICATIONS SITE PLAN 'A'
ES108 TELECOMMUNICATIONS SITE PLAN 'B'
ES109 TELECOMMUNICATIONS SITE PLAN 'C'
ES110 TELECOMMUNICATIONS SITE PLAN 'D'
ES111 TELECOMMUNICATIONS SITE PLAN 'E'
ES112 TELECOMMUNICATIONS SITE PLAN 'F'
ES501 SITE TELECOMMUNICATIONS DETAILS
ES502 SITE ELECTRICAL DETAILS
ES601 SITE TELECOMMUNICATIONS RISER DIAGRAMS
SHEET ID.
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MICROGRID
PROJECT
(BY OTHERS)
PN 86351
FACILITY
NUMBER
71006
FACILITY
NUMBER
71007
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VEHICLE MAINTENANCE SHOP
FFE = 556.50
FACILITY ID 71032
CONSTRUCTION
LAYDOWN
AND STAGING AREA
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EXCESS SOIL STOCKPILE AREA
28 11
SCALE: 1" = 150'
150' 300'0'
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K6ENXRLR 7/13/2021 12:09:54 PM P:\CIVIL3D PROJECTS\CAM0009\PLAN SHEETS\PN64296_CS101-106.DWG
CS101
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1.) SEE SHEET GC103 AND GC104 FOR CIVIL LEGEND AND
GENERAL NOTES.
2.) SEE SHEET CS501 AND CS502 FOR FENCE AND GATE DETAILS.
3.) SEE SHEET CS503, CS504, CS505, AND CS506 FOR PAVEMENT
DETAILS AND SECTIONS.
4.) SEE SITE ELECTRICAL AND MECHANICAL SHEETS FOR
PROPOSED ELECTRICAL, COMMUNICATION, AND MECHANICAL
EQUIPMENT WORK.
5.) SEE 'CG' SHEETS FOR NEW GRADING AND DRAINAGE WORK.
6.) SEE 'CP' SHEETS FOR JOINT LAYOUT PLANS.
7.) ALL SIDEWALKS SHALL BE 8 FEET WIDE UNLESS SHOWN
OTHERWISE.
8.) CONTRACTOR SHALL KEEP WORK SITE CLEAN AND FREE
FROM DEBRIS.
9.) SEE ARCHITECTURAL PLANS FOR BOLLARD LOCATIONS
WITHIN 5' OF ALL BUILDING ENVELOPES. SEE STRUCTURAL
PLANS FOR BOLLARD DETAILS.
NOTES:
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STOP SIGN
DOUBLE SWING GATE
30.0' WIDE
R
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LIMITS OF CONSTRUCTION
BOTTOM OF
BIO-RETENTION
AREA
TOP OF
BIO-RETENTION
AREA
PEDESTRIAN GATE
N: 850251.32
E: 1531065.98
N: 850321.26
E: 1531025.78
N: 850264.72
E: 1531081.94
TOP OF
BIO-RETENTION
AREA
BOTTOM OF
BIO-RETENTION
AREA
DUMPSTER
ENCLOSURE
N: 850253.02
E: 1530921.74
N: 850243.76
E: 1530954.95
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
R
BOLLARD TYP.
SEE STRUCTURAL
PLANS FOR DETAILS
R
R
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N: 850276.89
E: 1530976.15
N: 850271.24
E: 1530970.48
N: 850360.16
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'
14.4'
14.4'
R
R
N: 850104.40
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'
SCALE: 1" = 30'
30' 60'0'
S O
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US Army Corps of Engineers
U S
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K6ENXRLR 7/13/2021 12:11:44 PM P:\CIVIL3D PROJECTS\CAM0009\PLAN SHEETS\PN64296_CS101-106.DWG
CS103
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KEY MAP
A
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MATCHLINE SEE SHEET CS105
M A
T C
H L I N
E
S
E
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:
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CB
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N: 850291.28
E: 1530883.62
N: 850164.34
E: 1530713.66
N: 850143.08
E: 1530734.84
ORG. STORAGE BUILDING
OPTION 1
BOLLARD TYP.
SEE STRUCTURAL
PLANS FOR DETAILS
SCALE: 1" = 30'
30' 60'0'
S O
L I C
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I O
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S I G
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A
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S I Z
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D A
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C O
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B
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S U
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SHEET ID
B
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F
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2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
U S
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C
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N A
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J
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K6ENXRLR 7/20/2021 2:19:00 PM P:\CIVIL3D PROJECTS\CAM0009\PLAN SHEETS\PN64296_CS101-106.DWG
CS103A
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A
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D E
MATCHLINE SEE SHEET CS105
M A
T C
H L I N
E
S
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1 W
2Q R
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X
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XX XX XX XX XX XX XX XX XX XX XX XX XX XX
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XX XX XX XX XX XX
TOP OF
BIO-RETENTION
AREA
BOTTOM OF
BIO-RETENTION
AREA
POL VEHICLE
PARKING (6)
LIMITS OF CONSTRUCTION
N: 850010.13
E: 1530558.84
R
R
R
R
R
R
N: 850081.77
E: 1530561.33
N: 850115.07
E: 1530528.17
N: 850095.78
E: 1530508.80
N: 850030.73
E: 1530510.09
N: 849989.72
E: 1530510.01
N: 849924.67
E: 1530508.46
N: 849880.38
E: 1530552.57
N: 849842.91
E: 1530552.50
N: 849795.27
E: 1530504.67
N: 849761.97
E: 1530537.84
N: 849850.18
E: 1530626.40
N: 849872.81
E: 1530626.45
11.4'
11.4'
47.0' 11.4'11.4'
N: 849734.31
E: 1530579.50
N: 849861.34
E: 1530707.04
165.0'
62.5'
47.0'
SCALE: 1" = 30'
30' 60'0'
S O
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A
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S I Z
E
D A
T E
C O
N T
R A
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Y
I S
S U
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D
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SHEET ID
B
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D
E
F
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2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
U S
A
R M
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C
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N G
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R S
C A
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G O
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E
C H
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K E
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V I L L E
K
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K6ENXRLR 7/13/2021 12:14:29 PM P:\CIVIL3D PROJECTS\CAM0009\PLAN SHEETS\PN64296_CS101-106.DWG
CS105
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MATCHLINE SEE SHEET CS103
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F F
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N: 849740.53
E: 1530615.65
N: 849719.36
E: 1530594.39
N: 849765.84
E: 1530628.14
N: 849799.03
E: 1530644.48
N: 849809.29
E: 1530671.77
N: 849842.49
E: 1530688.11
HAZMAT FACILITY
ID 71032H
OPTION 5
POL FACILITY
ID 71032G
OPTION 4
ORG. STORAGE
BUILDING
ID 71035
OPTION 6
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
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S I Z
E
D A
T E
C O
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B
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S U
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D
A T
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SHEET ID
B
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F
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2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
U S
A
R M
Y
C
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N G
I N
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R S
C A
T E
G O
D
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C H
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K E
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A P
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L O
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V I L L E
K
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L O
U I S
V I L
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N A
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READY TO ADVERTISE (RTA)
J
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K6ENXRLR 7/20/2021 2:19:31 PM P:\CIVIL3D PROJECTS\CAM0009\PLAN SHEETS\PN64296_CS101-106.DWG
CS105A
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A
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H L I N
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A
MATCHLINE SEE SHEET CS103
1 W
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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
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EXCESS SOIL STOCKPILE AREA
N: 849329.68
E: 1530982.53
LIMITS OF CONSTRUCTION
20.0' 10.0'
BOLLARD TYP.
SEE STRUCTURAL
PLANS FOR DETAILS
EXCESS MATERIAL AREA. SEE
SHEET CG106 FOR DETAILED
GRADING OF THIS AREA
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
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D E
S C
R I P
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N
A
M A
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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
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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
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A N
S I
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R R
A P
R I L
L O
U I S
V I L L E
K
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D
R
M
A R
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T H
N
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L O
U I S
V I L
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T R
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S A
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A H
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A
W
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G L E
T H
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S A
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K6ENXRLR 7/13/2021 12:17:09 PM P:\CIVIL3D PROJECTS\CAM0009\PLAN SHEETS\PN64296_CS101-106.DWG
CS106
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KEY MAP
A
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D E
MATCHLINE SEE SHEET CS104
M A
T C
H L I N
E
S
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-0
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 71035
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
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EXCESS SOIL STOCKPILE AREA
N: 849499.13
E: 1531110.15
N: 849477.88
E: 1531131.32
N: 849350.94
E: 1530961.36
N: 849556.32
E: 1530799.13
N: 849535.15
E: 1530777.88
N: 849407.53
E: 1530947.33
N: 849386.36
E: 1530926.07
N: 849570.57
E: 1530742.59
N: 849591.74
E: 1530763.85
ORG. STORAGE
BUILDING
ID 71035
OPTION 6
ORG. STORAGE
BUILDING
ID 71034
OPTION 6
ORG. STORAGE
BUILDING
ID 71033
OPTION 6
BOLLARD TYP.
SEE STRUCTURAL
PLANS FOR DETAILS
SCALE: 1" = 30'
30' 60'0'
S O
L I C
I T
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I O
N
N
O
D E
S I G
N E
D
B
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D E
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R I P
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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
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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
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N G
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E E
R S
C A
T E
G O
D
E
C H
E C
K E
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B
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S U
B M
I T
T E
D
B
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V I L L E
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L O
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V I L
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A H
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A
W
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T H
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S A
V A
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A
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C
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N G
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R S
V O
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N A
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READY TO ADVERTISE (RTA)
J
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K6ENXRLR 7/20/2021 2:20:02 PM P:\CIVIL3D PROJECTS\CAM0009\PLAN SHEETS\PN64296_CS101-106.DWG
CS106A
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MATCHLINE SEE SHEET CS104
M A
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H L I N
E
S
E
A
1 W
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-0
E
E
E
E
E
G
G
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CB
CP
S
S
S
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CP
CP
C
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CB
GRAVEL ROAD
S
G
T
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C
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B
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M
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O
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C
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M
W
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E
S
M
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C
M
W
M
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C
S
C
M
W
E
M
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D
T
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G
E
C
B
C
B
C
B
E
X
I
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I
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A
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I
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N
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O
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I
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C
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P
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D
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D
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D
S
D
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D
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D
S
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S
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S
D
MICROGRID
PROJECT
(BY OTHERS)
PN 86351
FACILITY
NUMBER
71006
FACILITY
NUMBER
71007
XX XX XX XX XX XX XX XX
XX
XX
X X
X X
X X
X X
XX
XX
XX
XX
XX
X X
X X
XX
XX
VEHICLE MAINTENANCE SHOP
FFE = 556.50
FACILITY ID 71032
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
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
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
C
O
C
O
S
C
O
C
O
C
O
C
O
C
O
C
O
C
O
C
O
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
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READY TO ADVERTISE (RTA)
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K6ENXRLR 7/13/2021 1:09:40 PM P:\CIVIL3D PROJECTS\CAM0009\PLAN SHEETS\PN64296_CP101-106.DWG
CP101
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
J U
O V
E R
A L L
C
O N
C R
E T
E
J O
I N
T
L A
Y O
A
N
KEY MAP
A
B C
D E
A
B C
D E
NOTES:
1.) SEE SHEET GC103 AND GC104 FOR CIVIL LEGEND AND NOTES.
2.) SEE SHEET CS505 AND CS506 FOR PAVEMENT SECTIONS AND DETAILS.
3.) ALL IRREGULARLY SHAPED SLABS AND SLABS CONTAINING SITE
APPURTENANCE PENETRATIONS SHALL BE REINFORCED WITH STEEL
BARS #5 AT 18" ON CENTER EACH WAY.
4.) STEEL REINFORCEMENT SHALL END 3 INCHES FROM JOINTS.
5.) USE BUTT JOINTS AT BOTH ENDS OF CONCRETE PAVEMENT BETWEEN
PCC AND AC PAVEMENTS. SEE SHEET CS505 FOR BUTT JOINT DETAIL.
6.) WHEN A PCC SLAB IS ADJACENT TO THE BUILDING, AN EXPANSION
JOINT SHALL BE PLACED BETWEEN THE PCC AND THE BUILDING.
7.) SIDEWALKS SHALL BE JOINTED IN ACCORDANCE WITH DETAILS SHOWN
ON SHEETS CS505 AND CS506. PROVIDE EXPANSION JOINT AT
INTERFACE WITH VEHICULAR PAVEMENT.
8.) CONTRACTOR SHALL KEEP WORK SITE CLEAN AND FREE FROM DEBRIS.
9.) WHEN A PCC SLAB IS ADJACENT TO GRAVEL, GRASS, OR OTHER
PERVIOUS SURFACE, THE EDGE CLOSEST TO THOSE SHALL BE A
THICKENED EDGE.
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
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 XXXXXXXXXXXXXXXXXXXXXX
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'
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
A
DD
14 SPA. @
15.0' = 210.0'
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
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K6ENXRLR 7/13/2021 1:10:22 PM P:\CIVIL3D PROJECTS\CAM0009\PLAN SHEETS\PN64296_CP101-106.DWG
CP103
R
R
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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
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
J U
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
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
ORG. STORAGE
BUILDING
ID 71036
OPTION 1
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
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K
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READY TO ADVERTISE (RTA)
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K6ENXRLR 7/20/2021 2:09:02 PM P:\CIVIL3D PROJECTS\CAM0009\PLAN SHEETS\PN64296_CP101-106.DWG
CP103A
R
R
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T K
E
R
R
A D
T K
E
M
K
O L A
S I N
S K
I
S
H E
D
A
M E
N D
M E
J U
C O
N C
R E
I N
T
L A
Y O
A
N
B
O
P T
I O
N
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 W
2Q R
R
-0
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
13.5'
6 SPA. @
15.0' = 90.0'13.5'
S
P A
3 SPA. @
15.0' = 45.0'
2 SPA. @
13.5' = 27.0'
6 SPA. @
15.0' = 90.0'
D D D D D D D D D
A
DDDDDDD
S
P A
D
D
E
E
E
E
E
E
E
D
D
D
D
D
D
D
A
D
S
P A
E
D
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
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READY TO ADVERTISE (RTA)
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K6ENXRLR 7/13/2021 1:11:43 PM P:\CIVIL3D PROJECTS\CAM0009\PLAN SHEETS\PN64296_CP101-106.DWG
CP105
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
J U
C O
N C
R E
I N
T
L A
Y O
A
N
D
KEY MAP
A
B C
D E
M A
T C
H L I N
E
S
E
MATCHLINE SEE SHEET CP103
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
W
2Q R
R
-0
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
13.5'
6 SPA. @
15.0' = 90.0'13.5'
S
P A
S
P A
3 SPA. @
15.0' = 45.0'
2 SPA. @
13.5' = 27.0'
6 SPA. @
15.0' = 90.0'
S
P A
D D D D D D D D D
A
DDDDDDD
S
P A
D
D
E
E
E
E
E
E
E
D
D
D
D
D
D
D
D
E
A
D
A
A
POL FACILITY
ID 71032G
OPTION 4
HAZMAT FACILITY
ID 71032H
OPTION 5
ORG. STORAGE
BUILDING
ID 71035
OPTION 6
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
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READY TO ADVERTISE (RTA)
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K6ENXRLR 7/20/2021 2:09:33 PM P:\CIVIL3D PROJECTS\CAM0009\PLAN SHEETS\PN64296_CP101-106.DWG
CP105A
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H E
D
A
M E
N D
M E
J U
C O
N C
R E
I N
T
L A
Y O
A
N
D
O
P T
I O
A
A
B C
D 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
M A
T C
H L I N
E
S
E
A
MATCHLINE SEE SHEET CP103
1 W
2Q R
R
-0
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
EXCESS SOIL STOCKPILE AREA
S
P A
S
P A
5 SPA. @
15.0' = 75.0'
2 SPA. @
17.0' = 34.0'
D
D
D
D
D
D
D
E
E
E
E
E
E
E
D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D A A
A
D
D
D
D
D
D
D
E
E
E
E
E
E
A
S
P A
D
E
S
P A
26 SPA. @
15.0' = 390.0'
D
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
E N
T U
C K
Y
READY TO ADVERTISE (RTA)
J
S
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I N
K6ENXRLR 7/13/2021 1:13:06 PM P:\CIVIL3D PROJECTS\CAM0009\PLAN SHEETS\PN64296_CP101-106.DWG
CP106
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
J U
C O
N C
R E
I N
T
L A
Y O
A
N
E
KEY MAP
A
B C
D E
MATCHLINE SEE SHEET CP104
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
W
2Q R
R
-0
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 71035
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
S
P A
S
P A
S
P A
S
P A
S
P A
5 SPA. @
15.0' = 75.0'
2 SPA. @
17.0' = 34.0'
24 SPA. @
15.0' = 360.0'
D
D
D
D
D
D
D
E
E
E
E
E
E
E
D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D A A
A
D
D
D
D
D
D
D
E
E
E
E
E
E
A
A
A A
A
A
A
A
D
ORG. STORAGE
BUILDING
ID 71035
OPTION 6
ORG. STORAGE
BUILDING
ID 71034
OPTION 6
ORG. STORAGE
BUILDING
ID 71033
OPTION 6
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
E N
T U
C K
Y
READY TO ADVERTISE (RTA)
J
S
T E
I N
K6ENXRLR 7/20/2021 2:10:03 PM P:\CIVIL3D PROJECTS\CAM0009\PLAN SHEETS\PN64296_CP101-106.DWG
CP106A
R
R
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T K
E
R
R
A D
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E
M
K
O L A
S I N
S K
I
S
H E
D
A
M E
N D
M E
J U
C O
N C
R E
I N
T
L A
Y O
A
N
E
O
P T
I O
N
KEY MAP
A
B C
D 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
MATCHLINE SEE SHEET CP104
M A
T C
H L I N
E
S
E
A
1 W
2Q R
R
-0
E
P
E
P
E
P
ES ESES
E P
E P
E
S
E
S
E
S
E
S
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
S
D
S
D
CB
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
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I
P
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G
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P
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P
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T o p f e l l
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P
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GRAVEL ROAD
SAN
SAN
SAN
SAN
SAN
SAN
W
S
G
W
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P
C
C
P
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C
P
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B
G
G
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W
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W
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C
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W
M
W
M
W
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M
W
M
W
W
W
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W
C
W
W
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W
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M
W
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C P
X
X
X
X
X
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X
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X
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X
X
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C
B
C
B
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N
C
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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
C
XX
XX
XX
XX
X X
X X
M
A
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K
I
N
A
G
M
A
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K
I
N
A
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A
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A
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N
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A
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A
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A
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A
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N
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N
T
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M
A
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I
N
I
N
T
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D
M
A
R
K
I
N
I
N
T
E
D
C
P
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
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
S
D
S
D
S
D
S
D
S
D
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
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
S D
S D
S D
S D
SD
S
D
SD SD SD SD SD
SD
W
W
W W
G G G G
G
S A
N
S
SAN
S D
S D
G G
6" DIP
WATER MAIN
6" DIP
WATER MAIN
6" DIP
WATER MAIN
6" DIP
WATER MAIN
6" DIP
WATER MAIN
6" DIP
WATER MAIN
6" DIP
WATER MAIN
6" DIP
WATER MAIN
6" DIP
WATER MAIN
6" DIP
WATER MAIN
6" DIP
WATER MAIN
6" DIP
WATER MAIN
8" DIP
WATER MAIN
8" DIP
WATER MAIN
3" WATER
SERVICE
8" DIP
WATER MAIN
8" DIP
WATER MAIN
8" DIP
WATER MAIN
8" DIP
WATER MAIN
8" DIP
WATER MAIN
8" DIP
WATER MAIN
8" DIP
WATER MAIN
8" DIP
WATER MAIN
F
F
H
.0
' F D
C T
O F
H
6" DIP
WATER MAIN
6" DIP
WATER MAIN
1-1/4" NATURAL
GAS SERVICE
(OPTION 1)
3" NATURAL
GAS SERVICE
(OPTION 6)
3" NATURAL
GAS SERVICE
3" NATURAL
GAS SERVICE
1-1/4" NATURAL
GAS SERVICE
1-1/4" NATURAL
GAS SERVICE
1-1/4" NATURAL
GAS SERVICE
1-1/4" NATURAL
GAS SERVICE
POL FACILITY
ID 71032A
OPTION 4
HW FACILITY
ID 71032B
OPTION 5
ORG. STORAGE
BUILDING
ID 71035
OPTION 6
ORG. STORAGE
BUILDING
ID 71036
OPTION 1
ORG. STORAGE
BUILDING
ID 71035
OPTION 6
ORG. STORAGE
BUILDING
ID 71034
OPTION 6
ORG. STORAGE
BUILDING
ID 71033
OPTION 6
1-1/4" NATURAL
GAS SERVICE
SEE ELECTRICAL PLANS.
SECONDARY
UNDERGROUND
CONDUIT FOR OPTION 4.
SEE ELECTRICAL PLANS.
SECONDARY
UNDERGROUND
CONDUIT FOR OPTION 5.
SEE ELECTRICAL
PLANS.
SEE ELECTRICAL
PLANS.
SEE ELECTRICAL
PLANS.
SEE ELECTRICAL
PLANS.
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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K6ENXRLR 7/19/2021 10:09:13 AM P:\CIVIL3D PROJECTS\CAM0009\PLAN SHEETS\PN64296_CU101-106.DWG
CU101
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V I S
C
O R
D A
N C
E
W
I T
H
A
M E
N D
M E
R E
V I S
C
O R
D A
N C
E
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A
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N D
M E
M
J U
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E R
A L L
U
T I L I T
I E
S
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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
E
P
E
P
E
P
E
P
E
P
E
P
E
P
E
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P
S
EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP
E
P
E
P
E
P
E
P
CB
CB
W
G
G G
G
S
C
CB
CB
S
D
S
D
SD
SD
SD
SD
SD
SD
SD
SD
SD
S D
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
S D
S D
S D
SD
SD
SD
SD
SD
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SD
SD
SD
SD
SD
CB
S
D
I
I
I
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I
I
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A
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E
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O
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P
H
O
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L
I
M
G
J
P
G
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O
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S A
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S A
N
S A
N
SAN
SAN
SAN
SAN
SAN
W
G
W
C
C
B
S
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
W
W
W
W
W
W W
W
W
W W
W
W
W W
W W
W W
W W
W W
M
A
R
K
I
N
A
G
M
A
R
K
I
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A
G
M
A
R
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I
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A
G
M
A
R
K
I
N
A
G
M
A
R
K
I
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A
G
W
M
A
R
K
I
N
A
G
M
A
R
K
I
N
A
G
M
A
R
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I
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A
G
M
A
R
K
I
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A
G
M
A
R
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A
G
M
A
R
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A
G
M
A
R
K
I
N
A
G
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
ELEC
ELEC
ELEC
ELEC
ELECELECELECELECELECELEC
ELECELECELECELECELEC ELECELECELECELECELEC ELECELECELEC
S A
N
S A
N
W W
W
COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM
X
X
X
X
XX XX XX XX XX XX XXXXXXXXXXXXXXXXXXXXXX
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
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 SD SD SD SD SD
SD SD SD SD SD SD SD SD SD
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
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
W W W W W
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 SD SD SD SD SD SD SD SD SD
SD SD
W W
W
W W W
S D
S D
S D
S D
S D
S D
CONNECT TO EXISTING 8"
WATER MAIN WITH TAPPING
SLEEVE CROSS AND VALVE
N: 850102.51
E: 1531038.47
8" GATE VALVE
N: 850098.97
E: 1531042.00
8" GATE VALVE
N: 850106.06
E: 1531034.94
8"x6" TEE
N: 850006.93
E: 1530881.97
8"x6" TEE
N: 849996.32
E: 1530871.32
8"x6" TEE
N: 849911.66
E: 1530786.32
FIRE HYDRANT
N: 850196.31
E: 1530991.48
8" GATE VALVE
N: 850129.26
E: 1531004.79
8"x8" TEE
N: 850132.79
E: 1531008.33
8"x8" TEE
N: 850017.99
E: 1530893.07
6" GATE VALVE
N: 850010.48
E: 1530878.44
FIRE HYDRANT
N: 850037.26
E: 1530851.77
6"x3" REDUCER
N: 849989.24
E: 1530878.38
8" GATE VALVE
N: 849915.19
E: 1530789.87
6" GATE VALVE
N: 849908.12
E: 1530789.85
6" DIP
WATER MAIN
6" DIP
WATER MAIN
6" DIP
WATER MAIN
8" DIP
WATER MAIN
8" DIP
WATER MAIN
6" GATE VALVE
N: 850136.33
E: 1531004.80
6" 90° BEND
N: 850173.12
E: 1530968.18
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
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R I P
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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
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E
N G
I N
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R S
C A
T E
G O
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E
C H
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K E
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S U
B M
I T
T E
D
B
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A N
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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
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E
S A
V A
N N
S
T R
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T
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A
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C
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E
N G
I N
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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
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P B
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T U
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READY TO ADVERTISE (RTA)
J
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K6ENXRLR 7/19/2021 10:09:47 AM P:\CIVIL3D PROJECTS\CAM0009\PLAN SHEETS\PN64296_CU101-106.DWG
CU103
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P
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KEY MAP
A
B C
D E
MATCHLINE SEE SHEET CU105
M A
T C
H L I N
E
S
E
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2Q R
R
-0
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P
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P
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P
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E S
E P
E P
E P
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E P
E P
E P
E P
E P
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E P
E P
E P
E
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E
S
E
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E
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E
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E
S
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S
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EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP
EP
E
P
E
P
E
P
E
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CB
CB
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G
G G
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C
CB
CB
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SD
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S D
SD
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SD
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SD
SD
SD
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S D
S D
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CB
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S A
N
S A
N
S A
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SAN
SAN
SAN
SAN
SAN
W
G
W
C
C
B
S
W
W
W
W
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W W
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A
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A
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A
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A
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A
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A
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W
M
A
R
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I
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A
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M
A
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I
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A
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A
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I
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A
G
M
A
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I
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A
G
M
A
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A
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M
A
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A
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M
A
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I
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A
G
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
ELEC
ELEC
ELEC
ELEC
ELECELECELECELECELECELEC
ELECELECELECELECELEC ELECELECELECELECELEC ELECELECELEC
S A
N
S A
N
W W
W
COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM
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
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 SD SD SD SD SD
SD SD SD SD SD SD SD SD SD
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
S
D
S
D
S
D
S
D
S
D
G G G G G G G G G G G G G G
W W
W W
S D
S D
S D
S D
S D
S D
SD
SD SD SD SD SD SD
W W W W W W W W W W W
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 SD SD SD SD SD SD SD SD SD
SD SD
W W
W
W W W
G G
G
G
S D
S D
S D
S D
S D
S D
6" GATE VALVE
N: 850176.65
E: 1530971.73
8"x6" REDUCER
N: 850178.04
E: 1530963.29
6" 90° BEND
N: 850249.94
E: 1530891.72
6" 90° BEND
N: 850277.06
E: 1530918.96
6" 90° BEND
N: 850311.79
E: 1530884.37
POST INDICATOR VALVE
N: 850284.90
E: 1530911.15
CENTER OF DOUBLE
DETECTOR CHECK
VALVE VAULT
N: 850292.36
E: 1530903.72
SEE FX PLANS
FOR CONTINUATION
N: 850304.73
E: 1530877.29
6" DIP
WATER MAIN
8"x6" TEE
N: 850173.12
E: 1530968.19
.0
F
D C
T O
F H
1-1/4" NATURAL
GAS SERVICE
ORG. STORAGE
BUILDING
ID 71036
OPTION 1
SEE ELECTRICAL PLANS.
SECONDARY
UNDERGROUND
CONDUIT FOR OPTION 4.
SEE ELECTRICAL PLANS.
SECONDARY
UNDERGROUND
CONDUIT FOR OPTION 5.
SEE ELECTRICAL
PLANS.
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
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R I P
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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
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R S
C A
T E
G O
D
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C H
E C
K E
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B M
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READY TO ADVERTISE (RTA)
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K6ENXRLR 7/20/2021 2:32:53 PM P:\CIVIL3D PROJECTS\CAM0009\PLAN SHEETS\PN64296_CU101-106.DWG
CU103A
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KEY MAP
A
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D E
MATCHLINE SEE SHEET CU105
M A
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H L I N
E
S
E
A
1 W
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E
P
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SAN
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SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
S A
N
S A
N
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
S
G
G
G
C
W
W
S
W
W W
W
W
W
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W
W
W
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XX
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S
D
S
D
GGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGG
ELECELECELEC
ELECELECELECELECELEC
ELEC
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
S
A
N
S
A
N
COM COM COM COM COM COM COM COM
C O
M C
O M
C O
M C
O M
C O
M
X
X
X
X
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 XX XX XX XX XX
VEHICLE MAINTENANCE SHOP
FFE = 556.50
FACILITY ID 71032
X X
X X
XX XX XX XX XX XX XX
S A
N S
A N
S A
N S
A N
S A
N
S
S
S
SAN SAN SAN S
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
W W W W
G
G G
G G
G G
G G
G G
G G G
W W W W W
SD SD SD SD SD SD SD SD SD SD SD SD SD
S D
S D
S D
S D
S D
SD SD SD SD SD SD SD SD SD SD SD SD SD SD
SAN SAN SAN SAN SAN
G G G G G G G G G G G G G G G G G
W
SD SD SD SD SD SD SD
S D
S D
S D
S D
SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD
S
D
S
D
S
D
SD SD SD
S
D
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
SSAN SAN SAN SAN SAN SAN SAN SAN
S D
S D
S D
S D
S D
S D
G G
G G
G G
G G
G G
G G
S
D
S
D
S
D
S
D
S D
S D
S D
S D
2" NATURAL
GAS SERVICE
3" NATURAL
GAS SERVICE
3" NATURAL
GAS SERVICE
UNDERGROUND OIL
WATER SEPARATOR
TANK 1,500 GALLON
REQUIRED SPILL
CAPACITY VOLUME
CO-1
SEE MEP PLANS
FOR CONTINUATION
CO-3
SEE MEP PLANS
FOR CONTINUATION
CO-5
SEE MEP PLANS
FOR CONTINUATION
CO-4
SEE MEP PLANS
FOR CONTINUATION
CO-6
SS-1
CO-2
SS-2
SS-4
SS-3
33 LF OF
4" PVC @ 2.00%
110 LF OF
4" PVC @ 2.00%
45 LF OF
8" PVC @ 0.50%
37 LF OF
8" PVC @ 0.50%
18 LF OF
8" PVC @ 15.15%
18 LF OF
8" PVC @ 1.00%
18 LF OF
8" PVC @ 13.00%
10 LF OF
8" PVC @ 1.08%
11 LF OF
8" PVC @ 0.50%
8"x6" TEE
N: 849558.63
E: 1531137.96
8"x6" TEE
N: 849734.59
E: 1531314.61
8"x6" TEE
N: 849917.89
E: 1531222.37
POST INDICATOR VALVE
N: 849942.44
E: 1530968.32
CENTER OF DOUBLE
DETECTOR CHECK
VALVE VAULT
N: 849936.23
E: 1530974.51
SEE FX PLANS
FOR CONTINUATION
N: 849931.71
E: 1530979.01
3" 90° BEND
N: 849893.75
E: 1530973.49
SEE MEP PLANS
FOR CONTINUATION
N: 849901.85
E: 1530990.12
SEE MEP PLANS
FOR CONTINUATION
N: 849906.10
E: 1530985.89
6" GATE VALVE
N: 849819.36
E: 1530878.26
FIRE HYDRANT
N: 849815.82
E: 1530881.79
8" 45° BEND
N: 849763.87
E: 1531344.02
8" 45° BEND
N: 849795.69
E: 1531344.08
6" GATE VALVE
N: 849562.17
E: 1531134.43
6" GATE VALVE
N: 849629.48
E: 1531067.39
FIRE HYDRANT
N: 849633.02
E: 1531063.86
FIRE HYDRANT
N: 849702.69
E: 1531346.38
6" GATE VALVE
N: 849731.04
E: 1531318.14
8" GATE VALVE
N: 849731.06
E: 1531311.07
6" GATE VALVE
N: 849921.42
E: 1531225.91
FIRE HYDRANT
N: 849938.00
E: 1531242.56
6" DIP
WATER MAIN
6" DIP
WATER MAIN
6" DIP
WATER MAIN
6" DIP
WATER MAIN
8" DIP
WATER MAIN
3" WATER
SERVICE
8" DIP
WATER MAIN
8" DIP
WATER MAIN
8" DIP
WATER MAIN
F
F
H
8" 8"
SS-5
EX-1
12"
12"
EX-3
EX-2
SANITARY SEWER STRUCTURE
TABLE AREA 'C'
STRUCTURE
NAME:
CO-1
CO-2
CO-3
CO-4
CO-5
CO-6
EX-1
SS-3
SS-4
SS-5
DETAILS:
6" CLEANOUT
N: 849916.34
E: 1531130.05
RIM: 556.49
INV OUT: 553.00
6" CLEANOUT
N: 849939.30
E: 1531153.10
RIM: 555.95
INV OUT: 552.37
6" CLEANOUT
N: 849787.99
E: 1531237.15
RIM: 556.42
INV OUT: 553.00
6" CLEANOUT
N: 849762.17
E: 1531211.23
RIM: 556.41
INV OUT: 550.58
6" CLEANOUT
N: 849732.24
E: 1531181.18
RIM: 556.42
INV OUT: 553.00
6" CLEANOUT
N: 849719.84
E: 1531193.53
RIM: 556.15
INV OUT: 550.62
MH
N: 849807.66
E: 1531520.49
RIM: 554.52
INV IN: 545.03
INV IN: 546.52
INV OUT: 545.02
MH
N: 849808.90
E: 1531282.94
RIM: 555.66
INV IN: 549.72
INV IN: 549.72
INV OUT: 548.72
MH
N: 849862.02
E: 1531230.02
RIM: 555.81
INV IN: 550.19
INV OUT: 550.09
MH
N: 849689.50
E: 1531401.86
RIM: 556.88
INV IN: 547.88
INV OUT: 547.78
SS-1
SS-2
MH*
N: 849791.25
E: 1531265.23
RIM: 555.99
MH*
N: 849799.02
E: 1531273.02
RIM: 555.85
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 7/19/2021 10:10:45 AM P:\CIVIL3D PROJECTS\CAM0009\PLAN SHEETS\PN64296_CU101-106.DWG
CU104
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
J U
U T
I L I T
I E
S
P
L A
N
C
KEY MAP
A
B C
D E
MATCHLINE SEE SHEET CU106
M A
T C
H L I N
E
S
E
*THIS STRUCTURE IS PART OF THE PREFABRICATED
UNDERGROUND OIL WATER SEPARATOR TANK. FINAL FRAME,
GRATE, AND RISER LOCATION SHALL BE BASED ON CONTRACTOR
SELECTED AND CONTRACTING OFFICER APPROVED OIL WATER
SEPARATOR TANK. THESE LOCATIONS ARE APPROXIMATE.
1 W
2Q R
R
-0
E
P
E
P
E
P
E
P
E
P
E
P
E
P
E
P
CB
CB
G G
G
S
D
SD
S…
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