Attachment 02 SOW Appendix A.pdf
PDF 7 MB Posted
- Attached to
- Repair/Renovate Cleveland Commercial Gate
- Solicitation number
- FA481920R0009
About this file
This package includes concept plans and specifications for the repair and renovation of the Cleveland Commercial Gate at Tyndall Air Force Base. The project involves demolishing existing structures at the gate, constructing new buildings including a 54'x51' VACIS shelter and 8'x40' guard shack, upgrading utilities, widening roadways, and repaving surfaces. The work will clear land, install new fencing and lighting, upgrade drainage, and modify gate operations infrastructure. The Department of the Air Force is soliciting proposals through solicitation FA481920R0009 for a design-build contract to complete the scope of work detailed in the concept plans, with an anticipated construction completion date of 2020.
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CONCEPT
20 8124
/ RENOVATE CLEVELAND COMMERCIAL GATE
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REPAIR / RENOVATE CLEVELAND
COMMERCIAL GATE - CONCEPT PLANS
PROJECT No. XLWU 20-8124
PROJECT LOCATION DRAWING INDEX
SHEET DESCIPTION OF SHEET
C1 COVERSHEET
C2 EXISTING CONDITIONS
C3
CONCEPT SITE PLANC4
CONCEPT PAVEMENT DETAILS
DUPONT BRIDGE
PROJECT LOCATION
TYNDALL AFB
DRONE FLIGHTLINE
GULF OF MEXICO
C5
LIDAR DATAC6
COMPOSITE UTILITIES
CONCEPT PLANS - NOT FOR CONSTRUCTION
C7
CONCEPT DEMOLITION PLAN
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EXISTING CONDITION
FOR REFERENCE ONLY
NOTES:
1. CONTRACTOR TO VERIFY EXISTING CONDITIONS PRIOR TO BIDDING
2. TREE CLEARING HAS BEEN COMPLETED THAT IS NOT REPRESENTED IN IMAGE
3. SEE LIDAR GIS PAGES FOR REFERENCE
4. SEE UTILITY GIS PAGES FOR REFERENCE
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MANUAL DROP BAR
JERSEY BARRIERS (TYP)
JERSEY BARRIERS (TYP)
X-RAY SHELTER SLAB
EST. 70' x 100'
STRUCTURE IS DEMOLISHED
POWERED DROP BAR
ONE WAY SPIKE STRIP
POWERED DROP BAR
GUARD SHACK (B2600)
CONCRETE PAVEMENT (TYP)
POLK AVE (VEHICLE QUEUING LANE)
US HWY 98
US HWY 98
ASPHALT PAVEMENT (TYP)
SIDEWALK
GUARD SHACK (B2610)
SEARCH SHELTER (B2609)
**DRAINAGE PROBLEM)
**DRAINAGE PROBLEM)
ANTICIPATED CONSTRUCTION LIMITS
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DENIED VEHICLE TURN AROUND)
POLE MOUNTED LIGHTING (TYP)
POLE MOUNTED LIGHTING (TYP)
VEHICLE EXIT TO HWY 98
AND TYNDALL GATE
JERSEY BARRIERS (TYP)
EX
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CONCEPT PLANS - NOT FOR CONSTRUCTION
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CONCEPT DEMOLITION PLAN
FOR REFERENCE ONLY
NOTES:
1. CONTRACTOR TO VERIFY EXISTING CONDITIONS PRIOR TO BIDDING
2. TREE CLEARING HAS BEEN COMPLETED THAT IS NOT REPRESENTED IN IMAGE
3. SEE LIDAR GIS PAGES FOR REFERENCE
4. SEE UTILITY GIS PAGES FOR REFERENCE
5. QUANTITIES/AREAS DEPENDANT ON FINAL DESIGN
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REMOVE MANUAL DROP BARS
RELOCATE JERSEY BARRIERS
WHERE REQUIRED (TYP)
RELOCATE JERSEY BARRIERS
WHERE REQUIRED (TYP)
REMOVE 780 SY CONCRETE SLAB
REMOVE POWERED DROP
AS NEEDED PER FINAL DESIGN
POLK AVE (VEHICLE QUEUING)
US HWY 98
US HWY 98
ANTICIPATED
CONSTRUCTION LIMITS
JA
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RELOCATE JERSEY BARRIERS
WHERE REQUIRED (TYP)
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CONCEPT PLANS - NOT FOR CONSTRUCTION
CLEAR, STRIP & GRUB 16,370 SY IN
ACCORDANCE WITH FINAL DESIGN
REMOVE 280 SY CONCRETE PAVEMENT
REMOVE 330 SY CONCRETE PAVEMENT
STRIP & GRUB 5,990 SY IN
ACCORDANCE WITH FINAL DESIGN
ANTICIPATED
CONSTRUCTION LIMITS
ANTICIPATED
CONSTRUCTION LIMITS
ANTICIPATED
CONSTRUCTION LIMITS
STRIP & GRUB 3,330 SY IN
ACCORDANCE WITH FINAL DESIGN
STRIP & GRUB 2,500 SY IN
ACCORDANCE WITH FINAL DESIGN
EXISTING POLE MOUNTED AREA
LIGHTING TO REMAIN (TYP)
EXISTING POLE MOUNTED AREA
LIGHTING TO REMAIN (TYP)
REMOVE POWERED DROP BAR
AS NEEDED PER FINAL DESIGN
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CONCEPT SITE PLAN
FOR REFERENCE ONLY
NOTES:
1. CONTRACTOR TO VERIFY EXISTING CONDITIONS PRIOR TO BIDDING
2. TREE CLEARING HAS BEEN COMPLETED THAT IS NOT REPRESENTED IN IMAGE
3. GRADE ROADSIDE LANDSCAPE FOR POSITIVE DRAINAGE A MIN OF 15 FT OFF EDGE
4. SEE LIDAR GIS PAGES FOR REFERENCE
5. SEE UTILITY GIS PAGES FOR REFERENCE
6. SEE AS-BUILTS FOR B2610 AND B2600 REMODEL
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FUTURE 54'X51
VACIS SHELTER
EXISTING POWERED DROP BAR
RELOCATE AS REQUIRED FOR
NEW DESIGN
POLK AVE (VEHICLE QUEUING LANES)
US HWY 98
US HWY 98
GUARD SHACK (B2610) REPLACE
CEILING TILES, INSTALL LED EXT
LIGHTS, REPLACE BALLISTIC
SERVICE WINDOW
GRADE TO DRAIN
SHALLOW SWALE
ANTICIPATED CONSTRUCTION
LIMITS
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CLEVELAND AVE
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NEW PAVEMENT FOR
IMPROVED TURN AROUND
EXISTING POLE MOUNTED
LIGHTING TO REMAIN (TYP)
EXISTING POLE MOUNTED AREA
LIGHTING TO REMAIN (TYP)
NEW SHALLOW SWALE
2 ADDITIONAL LANES MIN 12'
W/ 4' SHOULDER
WIDEN ASPHALT
PAVEMENT AS SHOWN
GUARD SHACK (B2600) REPLACE
CEILING TILES, INSTALL LED INT
& EXT LIGHTS, REMOTE VACIS CONTROLS
GRADE TO DRAIN
SHALLOW SWALE
GRADE TO DRAIN
SHALLOW SWALE
GRADE TO DRAIN
GRADE TO DRAIN
GRADE TO DRAIN
ANTICIPATED CONSTRUCTION
LIMITS
7. TRAFFIC AND GUIDE SIGNS TO BE INSTALLED (NOT SHOWN)
8. GATE EXIT SIGN TO BE INSTALLED FOR HWY 98 VEHICLES
9. CONTRACTOR TO COORDINATE POWER SERVICE WITH UTILITY OWNER
10. STORM WATER SYSTEM SHALL BE PROFESSIONALLY DESIGNED AND PERMITTED
11. PLAN ILLUSTRATES CONCEPT INTENT ONLY, FINAL DESIGN IS THE RESPONSIBILITY
OF THE AWARDED DESIGN BUILD CONTRACTOR
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MILL AND RESURFACE
EXISTING PAVEMENT
CONCEPT PLANS - NOT FOR CONSTRUCTION
FUTURE 54'X51'
CREDENTIAL
CHECK POINT
SHELTER
FUTURE 8'X40' SPRUNG
GUARD SHACK
VACIS REOMOTE OPERATION
INFRASTRUCTURE (2 LOCATIONS)
OPERATED FROM B2600
ESCORT VEHICLE
TURN AROUND
ESCORT VEHICLE
PARKING
EXISTING SIDE WALK
TO REMAIN
RELOCATE JERSEY BARRIERS AS
REQUIRED FOR NEW DESIGN (TYP)
RELOCATE JERSEY BARRIERS AS
REQUIRED FOR NEW DESIGN (TYP)
INSTALL TRAFFIC CONTROL DEVISES FOR
GATE CLOSURE AND LANE CONTOL (TYP)
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LIMITS OF
CONSTRUCTION
1:101:10
DEPTH AND WIDTH VARY
1:9
DEPTH AND WIDTH VARY
1:60.02 0.02
1:101:10
0.02 0.02
0.05
BASE MATERIAL
STABLIZED SUBGRADE
± 3" ASPHALT PAVEMENT
HWY 98
1:101:10
LIMITS OF
CONSTRUCTION
HWY 98
LIMITS OF
CONSTRUCTION
8" MIN LIME ROCK BASE
12" STABLIZED SUBGRADE
3" MIN ASPHALT PAVEMENT
LIMITS OF
CONSTRUCTION
MIN 4' SHOULDERMIN 3" ASPHALT
PAVEMENT
PREVIOUS GRADE
SOLID EDGE
STRIPING
SKIP
STRIPING
SOLID EDGE
STRIPING
EXISTING CONDITIONS
NTS
A C-5
POLK AVE CONCEPT SECTION
NTS
B C-5
NATURAL GROUND
NATURAL GROUND
PAVEMENT CROWN
NEW CONSTRUCTION*
OPTIONAL BASE GROUP 09 WITH
TYPE SP STRUCTURAL COURSE (TRAFFIC C) (2") PG 76-22
AND FRICTION COURSE FC-9.5 (TRAFFIC C) (1 14") PG76-22
SHOULDER PAVEMENT*
OPTIONAL BASE GROUP 01 WITH
TYPE SP STRUCTURAL COURSE (TRAFFIC C) (1") PG 76-22
AND FRICTION COURSE FC-9.5 (TRAFFIC C) (1 14") PG 76-22
MILLING*
VARIES - SEE FINAL DESIGN DOCUMENTS
RESURFACING*
TYPE SP STRUCTURAL COURSE (TRAFFIC C) (1 12") PG 76-22
AND FRICTION COURSE FC-9.5 (TRAFFIC C) (1 14") PG 76-22
POLK AVENUE TRAFFIC DATA *
CURRENT YEAR = 2018 AADT = 125
ESTIMATED OPENING YEAR = 2020 AADT = 600
ESTIMATED DESIGN YEAR = 2040 AADT = 250
K = 6% D = 100% T = 95% (24 HOUR)
DESIGN SPEED = 30 MPH
POSTED SPEED = 15 MPH
SOD
* ALL TRAFFIC DATA AND PAVEMENT SECTION DEPTHS ARE ASSUMED - DESIGNER OF RECORD IS RESPONSIBLE FOR FINAL DESIGN
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3' 12'-8" 12'-8" 3' TURF
12"
3' 12'-8" 13' 13'
MILL AND REMOVE AS
REQUIRED NEW ASPHALT PAVEMENT
STANDARD CLEARING AND GRUBBING
13' 4' MIN 3'
EXISITING DRAINAGE FEATURE
CONCEPT PLANS - NOT FOR CONSTRUCTION
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LID
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NOTES:
1. CONTRACTOR TO VERIFY ALL DIMENSIONS / ELEVATIONS PRIOR TO CONSTRUCTION
2. HORZONTAL DATUM: TRANSVERSE MERCATOR PROJECTION: WGS 1984 UTM ZONE 17N
2. VERTICAL DATUM: EGM96 GEOID
LIDAR DATA
FOR REFERENCE ONLY
FOR REFERENCE ONLY v19.1
Although every effort has been made to ensure the accuracy of information, errors and conditions originating from physical sources used to develop the database maybe reflected in the data supplied. The end user must be aware of the data conditions and ultimately bear responsibility and the appropriate use of the information with respect to possible errors, original map scale, collection methodology, currency of data, and other conditions specific to certain data.
Unauthorized reproduction, distribution, publication, or exhibition of this material is STRICTLY PROHIBITED. Refer other requests to 325 CES/CEN. Destroy as "For Official Use Only". 325 CES/CEN shall not be liable for any errors, omissions, or damages that result from noncompliance of this message.
Removal of this caveat is prohibited.
This material is For Official Use Only.
LIMITED DISTRIBUTION
Distribution authorized to DoD, IAW
10 U.S.C. §130 & 455. Release authorized to U.S. DoD contractors IAW 48 C.F.R.
§252.245-7000.
CONCEPT PLANS - NOT FOR CONSTRUCTION
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RE
VI
SI
ON
S
SY
MB
OL
No
DA
TE
BY
SCALE H: V: N/A
PROJECT:
SHEET OF 7
C-7
DE
SI
GN
ED
B Y:
K.
S
HA
RK
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RE
VI
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ED
B Y:
K.
S
HA
RK
EY
DR
AW
N
BY
N/A
NOTES:
1. CONTRACTOR TO VERIFY ALL CONDITIONS PRIOR TO DESIGN
TY
ND
AL
L A
IR
F
OR
CE
B
AS
E, F
LO
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XLWU 20-8124
COMPOSITE UTILITY SYSTEMS
FOR REFERENCE ONLY
RE
PA
IR
C
LE
VE
LA
ND
G
AT
E
FOR REFERENCE ONLY v19.1
Although every effort has been made to ensure the accuracy of information, errors and conditions originating from physical sources used to develop the database maybe reflected in the data supplied. The end user must be aware of the data conditions and ultimately bear responsibility and the appropriate use of the information with respect to possible errors, original map scale, collection methodology, currency of data, and other conditions specific to certain data.
Unauthorized reproduction, distribution, publication, or exhibition of this material is STRICTLY PROHIBITED. Refer other requests to 325 CES/CEN. Destroy as "For Official Use Only". 325 CES/CEN shall not be liable for any errors, omissions, or damages that result from noncompliance of this message.
Removal of this caveat is prohibited.
This material is For Official Use Only.
LIMITED DISTRIBUTION
Distribution authorized to DoD, IAW
10 U.S.C. §130 & 455. Release authorized to U.S. DoD contractors IAW 48 C.F.R.
§252.245-7000.
CO
MP
OS
IT
E
UT
ILI
TY
S
YS
TE
MS
CONCEPT PLANS - NOT FOR CONSTRUCTION
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AutoCAD SHX Text A
AutoCAD SHX Text N
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