Attachment 2-MAHG231052 Reconfigure Keesler Fence F8544 - DRAWING.pdf
PDF 11 MB Posted
- Attached to
- Reconfigure Keesler AFB Perimeter Security Fence
- Solicitation number
- FA301025R0008
About this file
These are architectural and engineering drawings for reconfiguring the perimeter security fence at Keesler Air Force Base in Biloxi, Mississippi. The comprehensive set of 32 detailed civil and electrical engineering plans covers demolition, new construction, utility mapping, grading, drainage, fencing, security infrastructure, electrical systems, and communications installations.
Key project elements include installing a new security fence with cable runs, a full-height turnstile gate, bollards, concrete pads, striping, signage, underground conduits, fiber optic and ethernet cabling, a control box, network switches, and associated electrical infrastructure. The project involves removing existing fence, traffic lights, guard house structures, and modifying intersection areas along L Street and Larcher Boulevard. The estimated project value is between $1-5 million, and it is designated as a Service-Disabled Veteran-Owned Small Business set-aside for the 81st Civil Engineer Squadron at Keesler Air Force Base, with a planned implementation in January 2025.
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RECONFIGURE KEESLER AFB PERIMETER
SECURITY FENCE, F8544
MAHG231052
ISSUE DATE: JANUARY 2025
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INDEX OF DRAWINGS
SHEET NO. DESCRIPTION OF SHEET
COVER SHEETG-001
C-101 SITE PLAN- DEMOLITION
GENERAL SHEETS
CIVIL
C-102 SITE PLAN- NEW CONSTRUCTION
C-103 SITE PLAN- NEW PERIMETER FENCING
C-104 UTILITY MAP
C-301 L STREET AND LARCHER BOULEVARD CROSS SECTION
C-302 MOW STRIP AND 18" CURB CROSS SECTION
C-303 PAVEMENT DETAILS
C-304 SIDEWALK AND CURB CROSS SECTION
C-305 SIDEWALK DETAILS
C-401 DEMOLITION ENLARGED PLANS
NEW CONSTRUCTION ENLARGED PLANS
SECURITY BAR LOCATIONS
STRIPING AND SIGNAGE ENLARGED PLAN
FENCE CABLE DETAILS
C-402
C-404 C-405 C-501
GENERAL CIVIL NOTESC-100
SECURITY FENCE DETAILSC-502
TURNSTILE GATE DETAILSC-503
ALUMINUM COVER DETAILSC-504
STRIPING AND SIGNAGE DETAILSC-505
FENCE CONNECTION DETAILSC-506
ELECTRICAL
GENERAL ELECTRICAL NOTESE-100
L STREET AND LARCHER BOULEVARD INTERSECTION DEMOLITIONE-101
WHITE AVENUE DEMOLITIONE-102
COMMUNICATIONS INSTALLATIONS SITE PLANE-103
TURNSTILE SITE POWER PLANE-104
TRANSFORMER CIRCUIT DEMOLITION ONE-LINEE-501
ELECTRICAL ONE-LINE AND PANEL SCHEDULEE-502
CONTROL BOX WIRING DIAGRAME-503
C-306 BOLLARD DETAILS
L ST. AND LARCHER BLVD. GRADING AND DRAINAGE PLANC-403
E-301 GROUNDING DETAILS
Attachment 2
FA301025R0008
MAHG23-1052
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C-100
GENERAL NOTES
SYMBOL DESCRIPTION
DRAWING SYMBOLS
KEYNOTE#
1. CONTRACTOR REQUIRED TO FIELD VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO BID AND START OF CONSTRUCTION.
NOTIFY CONTRACTING OFFICER OF ANY CONDITIONS DETRIMENTAL TO THE COMPLETION OF THE WORK AS DESIGNED.
2. PROTECT ALL ELEMENTS TO REMAIN SUCH AS EXISTING UTILITIES, FACILITY, ROADS, CURBS, DRIVES, SIDEWALKS, METAL CARPORTS, SOLID SOD, ETC. CONTRACTOR TO RESTORE ANY DAMAGED ELEMENTS TO THE ORIGINAL CONDITIONS.
3. CONFINE ALL WORK TO SPECIFIC AREAS AS DESIGNATED IN THE SCOPE OF WORK.
4. REFER TO MATERIAL SPECIFICATION IN SCOPE OF WORK FOR REQUIREMENTS AND APPLICATIONS.
5. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL LOCATE ALL UTILITIES, ANY UTILITY ADJUSTMENTS, EXISTING OR PROPOSED, REQUIRED TO COMPLETE CONSTRUCTION IS THE RESPONSIBILITY OF THE CONTRACTOR. THIS ITEM INCLUDES, BUT IS NOT LIMITED TO: THE TEMPORARY RELOCATION OF EXISTING OVERHEAD POWER LINES. ALL WORK IN THE VICINITY OF OVERHEAD POWER LINES SHALL CONFORM TO OSHA REQUIREMENTS AND ANY OTHER APPLICABLE (LOCAL) SAFETY REQUIREMENTS. THE CONTRACTOR IS TO REPAIR ANY DAMAGES TO EXISTING UTILITIES THAT ARE TO REMAIN SERVICE IN
SERVICE IMMEDIATELY AT NO ADDITIONAL COSTS OR EXPENSE TO THE GOVERNMENT.
6. CONTRACTOR SHALL COORDINATE ACTIVITIES THROUGHOUT THE PROJECT IN A MANNER THAT ALLOWS EMERGENCY ACCESS TO ALL EXISTING ROADWAYS AT ALL TIMES WITHOUT DELAYS TO EMERGENCY VEHICLES RESPONSE TIMES.
7. CONTRACTOR SHALL APPOINT A SEPARATE INDIVIDUAL AS CONSTRUCTION SUPERINTENDENT, QUALITY CONTROL REPRESENTATIVE, AND SAFETY REPRESENTATIVE, SUBJECT TO THE APPROVAL OF THE CONTRACTING OFFICER, WHO SHALL BE PRESENT ON THE CONSTRUCTION SITE AT ALL TIMES DURING WORKING HOURS WHILE JOB IS IN PROGRESS. THE SUPERINTENDENT SHALL BE DESIGNATED THE RESPONSIBLE CONTRACTOR'S REPRESENTATIVE WHO SHALL BE AVAILABLE ON A 24-HOURS BASIS. WHEN THE CONTRACTOR'S REPRESENTATIVE IS NOT AVAILABLE ON THE CONSTRUCTION SITE, AN
ALTERNATIVE REPRESENTATIVE SHALL BE PROVIDED.
8. CONTRACTOR SHALL PROVIDE AN EROSION CONTROL PLAN.
9. EROSION CONTROL DEVICES SHALL BE CONSTRAINED IN A MANNER TO PREVENT ITS MOVEMENT BY WIND FORCES.
10. STOCKPILED MATERIAL SHALL BE CONSTRAINED IN A MANNER TO PREVENT ITS MOVEMENT BY WIND FORCES.
11. LIMITS OF CONSTRUCTION IS DEFINED AS THOSE AREAS AFFECTED BY THE CONTRACTOR'S OPERATIONS INVOLVING EXCAVATION, EMBANKMENT, AND FINAL GRADING REQUIRED TO COMPLETE THE WORK IN ACCORDANCE WITH THE
ELEVATIONS, GRADES, AND SECTIONS SHOWN IN THESE DRAWINGS.
12. CONTRACTOR SHALL UTILIZE EROSION CONTROL DEVICES AND PROCEDURES AS SET FORTH IN MDOT STANDARD DETAILS, 2018 EDITION.
13. BE ADVISED THAT CONTRACTORS WORK MAY BE SUSPENDED WHEN LIGHTNING IS WITHIN 5 MILES.
14. CONTRACTOR SHALL MAINTAIN SAFETY PRACTICES THAT CONFORM TO OCCUPATIONAL SAFETY AND HEALTH
ADMINISTRATION (OSHA) REGULATIONS AND USACE SAFETY MANUAL EM385-1-1.
15. IF FIELD CONDITIONS DIFFER FROM PLANS, STOP WORK AND CONTACT CONTRACTING OFFICER.
16. DEPRESSIONS AND VOID AREAS CAUSED BY DEMOLITION WORK ARE TO BE FILLED WITH SUBGRADE TO AVOID WATER
PONDING.
17. CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ALL PERMITS HAVE BEEN OBTAINED PRIOR TO COMMENCEMENT OF
PROJECT WORK.
18. CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN TO CONTRACTING OFFICER IF APPLICABLE.
19. THE CONTRACTOR IS RESPONSIBLE FOR ALL TESTING REQUIREMENTS PER SPECIFICATIONS.
20. CONTRACTOR SHALL COORDINATE WITH CONTRACTING OFFICER ON ALL EXISTING FENCE TO BE REMOVED. CONTRACTING
OFFICER HAS FINAL SAY ON ALL FENCE SECTIONS TO BE REMOVED.
21. THE CONTRACTOR SHALL ADHERE TO ALL NOTES PROVIDED IN THESE CONSTRUCTION DRAWINGS.
22. THE CONTRACTOR IS RESPONSIBLE FOR CLEARLY IDENTIFYING THE AREA OF CONSTRUCTION AND SAFELY ROUTING ALL VEHICULAR AND PEDESTRIAN TRAFFIC AROUND THE CONSTRUCTION AREA. THE CONSTRUCTION AREA SHALL BE CLEARLY
MARKED AT ALL TIMES.
23. THE CONTRACTOR SHALL MAINTAIN AN ORDER OF NEATNESS AND GOOD HOUSEKEEPING. TOOLS, SCAFFOLDING AND OTHER DEMOLITION EQUIPMENT SHALL AT ALL TIMES BE KEPT IN A NEAT AND ORDERLY ARRANGEMENT. AT THE CONCLUSION OF THE DEMOLITION OPERATIONS, THE ENTIRE WORK AREA SHALL BE LEFT IN A CLEAN CONDITION AS REQUIRED FOR
SUBSEQUENT NEW WORK.
24. ALL QUANTITIES IN THE MATERIAL ESTIMATE ARE APPROXIMATE AND CONTRACTOR SHALL VERIFY QUANTITIES PRIOR TO
BEGIN OF CONSTRUCTION.
25. CONTRACTOR TO GROUND THE NEW PERIMETER FENCE, FOLLOW UFC 3-550-01.
1 VIEW TITLE
SCALE: VIEW CALLOUT
SECTION CUT
CALLOUT
NORTH ARROW
TURNSTILE
CONCRETE
ASPHALT/ASPHALT DEMOLTION
SOD
EARTHWORK
TREES
NEW FENCING
WITH MOW-STRIP
EXISTING FENCING
TREE REMOVAL
610 CRUSHED LIMESTONE
LANE REDUCING ARROW
NEW FENCING ON
EXISTING
SIDEWALK
LOOSE SOIL
NEW SIGNAGE
STRIPING
SEALANT
FLOW DIRECTION
Attachment 2
42'-6
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C-401
C-401
LEGEND
EXISTING FENCING
DEMOLTION
1. CONTRACTOR REQUIRED TO FIELD VERIFY ALL DIMENSIONS AND CONDITIONS
PRIOR TO BID AND START OF CONSTRUCTION. NOTIFY CONTRACTING OFFICER OF
ANY CONDITIONS DETRIMENTAL TO THE COMPLETION OF THE WORK AS
DESIGNED.
2. ALL DEMOLITION AT WHITE AVE. AND JUDGE SEKUL TO TAKE PLACE AFTER NEW
PERIMETER FENCE IS INSTALLED.
3. CONTRACTOR REQUIRED TO PROTECT ALL STORM DRAINS FROM FOREIGN
MATERIAL.
GENERAL SHEET NOTES
1 SITE PLAN - DEMOLITION
SCALE: 1:600
TREE REMOVAL
C-401
L STREET
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B4605
B4818
JUDGE SEKUL GATE
FUTURE MCTC FACILTIY
NORTH
REMOVE EXISTING 6" CURB
ASPHALT DEMOLITION
WHITE AVENUE
GATE 1000 50
REMOVE ASPHALT
FOR SECURITY
BOLLARDS
M STREET
REMOVE ASPHALT
FOR CONCRETE FOOTERS
FOR NEW ALUMINUM CANOPY
Attachment 2
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C-102
1. SOD IS TO BE PLACED BETWEEN SIDEWALK AND NEW PERIMETER FENCING.
2. LANE ENDS MERGE RIGHT SIGN (NUMBER W4-2) AND RIGHT TURN SIGN (NUMBER
W1-1) TO BE PLACED IN ACCORDANCE WITH MUTCD SECTION 2C.30. SEE SHEET
C-505 FOR DETAIL.
3. INSTALL A 6'X4' CONCRETE PAD. SEE SHEET C-504 FOR DETAIL.
4. INSTALL FULL-HEIGHT TANDEM TURNSTILE GATE. SEE SHEET C-503 FOR DETAILS
5. INSTALL 8 STEEL, CRASH-RATED BOLLARDS. SEE SHEET C-306 FOR DETAILS.
6. INSTALL A 60'X10' ALUMINUM WALKWAY COVER. SEE DETAIL 1/C-504.
EXISTING FENCE LINE
CIVIL KEYNOTES
LEGEND
SOD
1. CONTRACTOR REQUIRED TO FIELD VERIFY ALL DIMENSIONS AND CONDITIONS
PRIOR TO BID AND START OF CONSTRUCTION. NOTIFY CONTRACTING OFFICER OF
ANY CONDITIONS DETRIMENTAL TO THE COMPLETION OF THE WORK AS
DESIGNED.
2. CONTRACTOR TO PROVIDE A TRAFFIC PLAN AND ENSURE ACCESS TO B4605
REMAINS THROUGHOUT THE PROJECT.
GENERAL SHEET NOTES
C-301
1 SITE PLAN - NEW CONSTRUCTION
SCALE: 1:1000
C-504
C-404
C-303
C-402
C-402
C-402
L STREET
LA
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C H
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B
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VA
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H S
TR
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T B4605
FUTURE MCTC FACILTIY
NORTH
LOOSE FILL
ASPHALT
CONCRETE
STRIPING
NEW FENCE ON
EXISTING SIDEWALK
NEW FENCE WITH
MOW-STRIP
INSTALL 8 STEEL
CRASH-RATED BOLLARDS
SEE DETAIL 1/C-306
B4818
C-402
C-404
0 1000 2000
EXISTING STORM DRAIN
Attachment 2
24'-10 15/16"
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C-103
1 SITE PLAN - NEW PERIMETER FENCING
SCALE: 1:600
8 9
1. PERIMETER FENCE TO TIE INTO BRICK COLUMN, SEE DETAIL 1 ON SHEET C-506.
2. PERIMETER FENCE TO TIE INTO EXISTING ANCHOR POST. SEE DETAIL 2 ON SHEET
C-506.
3. CABLING TO END AT POST #8 AND CONTINUE AT POST #9.
EXISTING FENCE LINE
CIVIL KEYNOTES
LEGEND
NEW FENCE ON
EXISTING SIDEWALK
SOD
1. CONTRACTOR REQUIRED TO FIELD VERIFY ALL DIMENSIONS AND CONDITIONS
PRIOR TO BID AND START OF CONSTRUCTION. NOTIFY CONTRACTING OFFICER OF
ANY CONDITIONS DETRIMENTAL TO THE COMPLETION OF THE WORK AS
DESIGNED.
2. MOW STRIP NOT INSTALLED ON SIDEWALK.
3. MOW STRIP TO BE INSTALLED WHERE PERIMETER FENCING IS PLACED ON GRASS.
GENERAL SHEET NOTES
# ANCHOR POST NUMBER
C-302
2L STREET
LA
R
C H
ER
B
O U
LE
VA
R D
FI
FT
H S
TR
EE
T
B4605
B4818
FUTURE MCTC FACILTIY
C-402
CONCRETE
NORTH
NEW FENCE WITH
MOW-STRIP
# INTERMEDIATE POST NUMBER
50 100
Attachment 2
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2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
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C-104
GAS GAS GAS GAS
ELEC ELEC ELEC
SS SS SS
S S S S S S S S
SITE MAP
GAS
ELECTRICAL
SANITARY
SEWER
STORM
WATER
W W W W WATER
COMMS COMMS COMMS
1 UTILITY MAP
SCALE: 1:1000
FUTURE MCTC FACILTIY
L STREET
B4818
FI
FT
H S
TR
EE
T
B4605
LEGEND
NORTH
STORM
DRAIN
LOCATION
LA
R
C H
ER
B
LV
D
0 1000 2000
Attachment 2
D
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2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
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C
H D
C-301
C-304
C-302
1 L ST. AND LARCHER BLVD CROSS SECTION
SCALE: NTS
BASE SIDE MCTC SIDE
MOW-STRIP
EXISTING ROAD
CURB AND GUTTER
NEW SIDEWALK
SOD
NEW PERIMETER
FENCING
NEW 18" CURB
Attachment 2
0'-10"
2' -0
C-302
D
ES
C R
IP
TI
O N
M
AR
K D
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TR
IP
A N
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8" C
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C
TI
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2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
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AR
C
H D
1 MOW STRIP CROSS SECTION
SCALE: 3" = 1'-0" 2 18" CURB AND MOW STRIP CROSS SECTION
SCALE: 3" = 1'-0"
1. ALL CONCRETE USED IN FOOTINGS SHALL HAVE A MINIMUM COMPRESSIVE
STRENGTH OF 3000 PSI @ 28 DAYS.
2. ALL TUBULAR STEEL POSTS SHALL BE INSTALLED LEVEL, PLUMB, AND SQUARE.
3. 1" DEPTH CONTROL JOINTS SHALL BE INSTALLED PERPENDICULARLY AT 10'
BETWEEN POSTS UNLESS NOTED OTHERWISE ALONG ENTIRE LENGTH OF MOW
STRIP.
4. 18" CURB WILL ONLY BE INSTALLED AT THE INTERSECTION OF L ST. AND LARCHER
BLVD. SEE SHEET C-102.
5. MOW STRIP TO BE INSTALLED WHERE FENCING IS NOT PLACED ON SIDEWALK.
SEE SHEET C-103.
GENERAL SHEET NOTES
0' -6
2'-0"
MIN. 0'-10"
2- #5 REBAR CONTINUOUS AT 0'-6"-O.C.
#5 REBAR AT 2'-0" -O.C.
CONCRETE FOOTING
FOR FENCE
POST BEYOND
4000 PSI CONCRETE
TO PROVIDE 1" HIGH CROWN
FOR DRAINAGE1" +/- CROWN
(MIN.)
0' -6
2'-0"
2% SLOPE
1' -6
#5 REBAR CONTINUOUS
AT 0'-10" -O.C.,TYP.
#5 REBAR AT 2'-0" -O.C.
CONCRETE FOOTING FOR
FENCE POST BEYOND
SECURITY FENCE POST
SECURITY FENCE POST
EXISTING GRASS
EXISTING GRASS
#5 REBAR
CONTINUOUS
TYP.
#5 VERTICAL REBAR
12" O.C.,TYP.
0'-6"
CLEAN AND LOOSE
FILL +/- 10' FROM
EDGE OF CONCRETE
1% SLOPE
0'-6"
1' -0
0'
-6
0' -3
" M
IN
C
O
VE
R
AG
E
NEW SOD
0'-6"
EXISTING MATERIAL
TO BE COMPACTED
TO 95% STD.
PROCTOR PRIOR TO
CONSTRUCTION
EXISTING MATERIAL
TO BE COMPACTED
TO 95% STD.
PROCTOR PRIOR TO
CONSTRUCTION
EXISTING MATERIAL
TO BE COMPACTED
TO 95% STD.
PROCTOR PRIOR TO
CONSTRUCTION
EXISTING MATERIAL
TO BE COMPACTED
TO 95% STD.
PROCTOR PRIOR TO
CONSTRUCTION
Attachment 2
C-303
ES
C R
IP
TI
O N
M
AR
K D
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PA
VE
M
EN
T D
ET
AI
LS
2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
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F
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N N
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N
B Y:
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B
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D B
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O
N
FI
G U
R E
KE
ES
LE
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A
FB
P
ER
IM
ET
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SE
C U
R
IT
Y
FE
N C
E, F
PR
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C
T N
O . M
AH
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JA
N
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AR
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Z.
C O
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ES
Z.
C
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M
ES
K.
PA
H
LA
VA
N
R .R
O D
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IG
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AR
C
H D
CONCRETE PAD MUST BE
4" ABOVE SUBGRADE
INSTALL 6"X6" (W1.4 10 GAUGE) WWF AFTER 3"
OF CONCRETE IS INSTALLED
EXISTING MATERIAL TO BE COMPACTED
TO 95% STD. PROCTOR BEFORE PAD IS
PLACED
6'-0" 0'
-6
0' -2
1 CONCRETE PAD CROSS SECTION
SCALE: NTS
2 NEW PAVEMENT CROSS SECTION
SCALE: NTS
GEOTEXTILE FABRIC
EXISTING MATERIAL TO BE COMPACTED TO 95%
STD. PROCTOR BEFORE STONE IS PLACED
EXISTING PAVEMENT
OVERLAPPING NEW AND
EXISTING PAVEMENTS
2"-9.5MM SURFACE COURSE 4"-12.5MM BINDER COURSE
MIN. 2 LIFTS REQ'D
6"-SIZE 610 CRUSHED LIMESTONE COMPACTED TO 95%
STD. PROCTOR MIN. 3"-4" LIFTS
VARIES
15"
0' -4
610 CRUSHED LIMESTONE TO
BE COMPACTED TO 98% STD. PROCTOR
BEFORE PAD IS PLACED
0' -2
0' -4
0'
-6
Attachment 2
SI
D
EW
AL
K
AN
D C
U R
B C
R O
SS
SE
C
TI
O N
2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SO
LI
C
IT
AT
IO
N N
O
D R
AW
N
B Y:
C H
EC
KE
D B
Y:
D
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IG
N
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B
Y:
IS
SU
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D
AT
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SI
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BM
IT
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D B
Y:
C O
N
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AC
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N O
SHEET ID
ST
C
IV
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E
N G
IN
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R S
Q U
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R
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L
ST
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T, B
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D
IN
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BI
LO
XI
, M
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A
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F O
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BA
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B
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XI
, M
IS
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PI
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FI
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LE
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FB
P
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IM
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C U
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IT
Y
FE
N C
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PR
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C
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O . M
AH
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JA
N
U
AR
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Z.
C O
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ES
Z.
C
O O
M
ES
AR
C
H D
D
ES
C R
IP
TI
O N
M
AR
K D
AT
E
K.
PA
H
LA
VA
N
R .R
O D
R
IG
U
EZ
C-304
1 SIDEWALK AND CURB CROSS SECTION
SCALE: NTS
EXISTING MATERIAL TO BE
COMPACTED TO 95% STD.
PROCTOR BEFORE CONSTRUCTION
1/
4"
1'-8" 6"
6"
6.25% SLOPE
5" R
1"
4'-0"
4"
CIVIL KEYNOTES
1. CONTRACTOR REQUIRED TO FIELD VERIFY ALL DIMENSIONS AND CONDITIONS
PRIOR TO BID AND START OF CONSTRUCTION. NOTIFY CONTRACTING OFFICER OF
ANY CONDITIONS DETRIMENTAL TO THE COMPLETION OF THE WORK AS
DESIGNED.
GENERAL SHEET NOTES
SAWCUT NEAT EDGE
AND TACK COAT VERTICAL
FACES
EXISTING ASPHALT
1. 6-INCH CURB SHALL BE PAINTED YELLOW
COLD PATCH DAMAGED AREA
EXPANSION JOINT (SEE DETAIL 3/C-305)
2"
1% SLOPE
Attachment 2
SI
D
EW
AL
K D
ET
AI
LS
2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SO
LI
C
IT
AT
IO
N N
O
D R
AW
N
B Y:
C H
EC
KE
D B
Y:
D
ES
IG
N
ED
B
Y:
IS
SU
E
D
AT
E:
SI
ZE
SU
BM
IT
TE
D B
Y:
C O
N
TR
AC
T
N O
SHEET ID
ST
C
IV
IL
E
N G
IN
EE
R S
Q U
AD
R
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L
ST
R
EE
T, B
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D
IN
G
BI
LO
XI
, M
S
KE
ES
LE
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A
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F O
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BA
SE
B
IL
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XI
, M
IS
SI
SS
IP
PI
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EC
O
N
FI
G U
R E
KE
ES
LE
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A
FB
P
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IM
ET
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C U
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FE
N C
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PR
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C
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O . M
AH
G
JA
N
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AR
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Z.
C O
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ES
Z.
C
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ES
AR
C
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D
ES
C R
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M
AR
K D
AT
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K.
PA
H
LA
VA
N
R .R
O D
R
IG
U
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C-305
1 CONTROL JOINT SECTION
SCALE: NTS
JOINTS SHALL BE SAW CUT
2 CONTROL JOINT DETAIL
SCALE: NTS
LIQUID SEALANT
3/8"
1/2" DIA. BACKER
ROD
3/ 4"
1/
2"
1/8"
SANDBLAST AND CLEAN TOP
1" OF JOINT BEFORE SEALING
1/ 4"
M
IN
. D
IA
1. CONTROL JOINTS SHALL BE PLACED EVERY 4 FEET.
CIVIL KEYNOTES
1. CONTRACTOR REQUIRED TO FIELD VERIFY ALL DIMENSIONS AND CONDITIONS
PRIOR TO BID AND START OF CONSTRUCTION. NOTIFY CONTRACTING OFFICER OF
ANY CONDITIONS DETRIMENTAL TO THE COMPLETION OF THE WORK AS
DESIGNED.
2. EXISTING MATERIAL TO BE COMPACTED TO 95% STD. PROCTOR BEFORE
CONSTRUCTION BEGINS.
GENERAL SHEET NOTES
14'-0" 4'-0"
NEW SIDEWALK
NEW SIDEWALK
4"
EXISTING MATERIAL TO BE COMPACTED TO 95% STD. PROCTOR
BEFORE CONSTRUCTION BEGINS
JOINTS TO BE
SAWCUT 0'-1"
3 EXPANSION JOINT DETAIL
SCALE: NTS
3/4"
4"
ASPHALT PANEL
Attachment 2
C R
IP
TI
O N
M
AR
K D
AT
E
BO
LL
AR
D
D
ET
AI
LS
2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SO
LI
C
IT
AT
IO
N N
O
D R
AW
N
B Y:
C H
EC
KE
D B
Y:
D
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IG
N
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B
Y:
IS
SU
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D
AT
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SI
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SU
BM
IT
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D B
Y:
C O
N
TR
AC
T
N O
SHEET ID
ST
C
IV
IL
E
N G
IN
EE
R S
Q U
AD
R
O N
L
ST
B U
IL
D
IN
G
BI
LO
XI
, M S
KE
ES
LE
R
A
IR
F O
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BA
SE
B
IL
O
XI
, M
IS
SI
SS
IP
PI
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EC
O
N
FI
G U
R E
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ES
LE
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A
FB
P
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IM
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SE
C U
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FE
N C
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PR
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C
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O . M
AH
G
JA
N
U
AR
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Z.
C O
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ES
Z.
C
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ES
K.
PA
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LA
VA
N
R .R
O D
R
IG
U
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SO
LI
C
IT
AT
IO
N N
O
D R
AW
N
B Y:
C H
EC
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D B
Y:
D
ES
IG
N
ED
B
Y:
IS
SU
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D
AT
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SI
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BM
IT
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D B
Y:
C O
N
TR
AC
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N O
SHEET ID
ST
C
IV
IL
E
N G
IN
EE
R S
Q U
AD
R
O N
L
ST
B U
IL
D
IN
G
BI
LO
XI
, M S
KE
ES
LE
R
A
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F O
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E
BA
SE
B
IL
O
XI
, M
IS
SI
SS
IP
PI
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EC
O
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FI
G U
R E
KE
ES
LE
R
A
FB
P
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IM
ET
ER
SE
C U
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IT
Y
FE
N C
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PR
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C
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O . M
AH
G
JA
N
U
AR
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Z.
C O
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ES
Z.
C
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ES
K.
PA
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LA
VA
N
R .R
O D
R
IG
U
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AR
C
H D
C-306
4'-0"
TYP. O.C.
3'-3 3/8"
TYP. OPEN
3'-0"
3' -3
3' -0
2' -9
VACANCY CAP
TO BE PROVIDED
FOR WHEN BOLLARD
IS REMOVED
1 BOLLARD DETAIL
SCALE: NTS
2'-6"
4' -0
2' -0
0'-8 5/8"
BOLLARD O.D. 3'-0"4'-0"
#5 REBAR
1' -0
1'
-0
6" 6"
#5 REBAR
2 BOLLARD FOUNDATION DETAIL
SCALE: NTS
#5 REBAR
Attachment 2
C-401
ES
C R
IP
TI
O N
M
AR
K D
AT
E
D
EM
O
LI
TI
O
N E
N
LA
R G
ED
P
LA
N
S
2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SO
LI
C
IT
AT
IO
N N
O
D R
AW
N
B Y:
C H
EC
KE
D B
Y:
D
ES
IG
N
ED
B
Y:
IS
SU
E
D
AT
E:
SI
ZE
SU
BM
IT
TE
D B
Y:
C O
N
TR
AC
T
N O
SHEET ID
ST
C
IV
IL
E
N G
IN
EE
R S
Q U
AD
R
O N
L
ST
B U
IL
D
IN
G
BI
LO
XI
, M S
KE
ES
LE
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A
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F O
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BA
SE
B
IL
O
XI
, M
IS
SI
SS
IP
PI
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O
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FI
G U
R E
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ES
LE
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FB
P
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IM
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C U
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FE
N C
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PR
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C
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O . M
AH
G
JA
N
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AR
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Z.
C O
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ES
Z.
C
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K.
PA
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LA
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N
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U
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SO
LI
C
IT
AT
IO
N N
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D R
AW
N
B Y:
C H
EC
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D B
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D
ES
IG
N
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B
Y:
IS
SU
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D
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SI
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BM
IT
TE
D B
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C O
N
TR
AC
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N O
SHEET ID
ST
C
IV
IL
E
N G
IN
EE
R S
Q U
AD
R
O N
L
ST
B U
IL
D
IN
G
BI
LO
XI
, M S
KE
ES
LE
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A
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F O
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BA
SE
B
IL
O
XI
, M
IS
SI
SS
IP
PI
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EC
O
N
FI
G U
R E
KE
ES
LE
R
A
FB
P
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IM
ET
ER
SE
C U
R
IT
Y
FE
N C
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PR
O
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C
T N
O . M
AH
G
JA
N
U
AR
Y
Z.
C O
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ES
Z.
C
O O
M
ES
K.
PA
H
LA
VA
N
R .R
O D
R
IG
U
EZ
AR
C
H D
1 WHITE AVE. DEMOLITION
SCALE: 1:300
2 JUDGE SEKUL DEMOLITION
SCALE: 1:300
REMOVE CONCRETE
CURB AND COMPACT SOIL
REMOVE ALL COMPONENTS OF EXISTING
AND ACTIVE BARRIER SYSTEMS
3 L ST. AND LARCHER BLVD DEMOLITION
SCALE: 1:300
EXISTING GATE AND FENCING
TO BE REMOVED
REMOVE GUARD
HOUSE AND CONCRETE
ISLAND TO PREPARE
FOR NEW PAVEMENT
EXISTING FENCE
TO REMAIN
REMOVE EXISTING
FENCE AND GATE
REMOVE GUARD
HOUSE
REMOVE
GATE
REMOVE CONCRETE ISLAND
REMOVE EXISTING
CANOPY AND STEEL
1. ALL DEMOLITION AT WHITE AVE. AND JUDGE SEKUL TO TAKE PLACE AFTER THE
PERIMETER FENCE IS INSTALLED.
2. ALL DAMAGED SIDEWALK SHALL BE RESTORED TO ORIGINAL CONDITIONS.
GENERAL SHEET NOTES
1. CONTRACTOR TO REMOVE 40'X46' TENSION FABRIC CANOPY, 4- 21' HIGH 8"x8"
STEEL BEAMS,10'X30' GUARD HOUSE, AND CONCRETE ISLAND IN THEIR ENTIRETY.
2. CONTRACTOR TO REMOVE 10'X15' GUARD HOUSE, ALL STRIPING, ALL BOLLARDS,
AND CONCRETE ISLAND IN THEIR ENTIRETY.
3. CONCRETE PAD TO BE REMOVED. SEE SHEET E-101 FOR ELECTRICAL
DEMOLITION.
4. CONTRACTOR TO REMOVE 240 LF OF CONCRETE TO CONNECT EXISTING
SIDEWALK TO NEW SIDEWALK.
CIVIL KEYNOTES
LEGEND
EXISTING FENCING
DEMOLTION
TREE TO BE REMOVED
REMOVE CONCRETE
ISLAND
L STREET LA
R
C H
ER
B
O U
LE
VA
R D
WHITE AVENUE GATE
L STREET
LA
R
C H
ER
B
O U
LE
VA
R D
REMOVE CURB
REMOVE CURB
B4818
B4605
EXISTING
CONCRETE WALL
TO REMAIN
JUDGE SEKUL
FI
FT
H S
TR
EE
T
LA
R
C H
ER
B
O U
LE
VA
R D
REMOVE 6" OF ASPHALT
EXISTING CONCRETE
WALL TO REMAIN
REMOVE CURB AND
SIDEWALK
REMOVE EXISTING CURB
AND SIDEWALK
ASPHALT
'-0
43'-0"
57'-2"
24'-4"
12'-5"
REMOVE 6" OF ASPHALT TO PREPARE
FOR INSTALLATION OF NEW FENCE, 18" CURB
SIDEWALK, AND 6" CURB
2'-0" DIA. OAK
1'-6" DIA. OAK
2'-6" DIA. OAK
3'-0" DIA. OAK
2'-6" DIA. OAK
3'-0" DIA. OAK
2'x5' BARRIER SYSTEM2'X5' BARRIER SYSTEM
Attachment 2
ES
C R
IP
TI
O N
M
AR
K D
AT
E
N
EW
C O
N
ST
R U
C
TI
O N
E N
LA
R
G
ED
PL
AN
S
2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SO
LI
C
IT
AT
IO
N N
O
D R
AW
N
B Y:
C H
EC
KE
D B
Y:
D
ES
IG
N
ED
B
Y:
IS
SU
E
D
AT
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SI
ZE
SU
BM
IT
TE
D B
Y:
C O
N
TR
AC
T
N O
SHEET ID
ST
C
IV
IL
E
N G
IN
EE
R S
Q U
AD
R
O N
L
ST
B U
IL
D
IN
G
BI
LO
XI
, M S
KE
ES
LE
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A
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F O
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BA
SE
B
IL
O
XI
, M
IS
SI
SS
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PI
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EC
O
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FI
G U
R E
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ES
LE
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A
FB
P
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IM
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ER
SE
C U
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IT
Y
FE
N C
E, F
PR
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C
T N
O . M
AH
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JA
N
U
AR
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Z.
C O
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ES
Z.
C
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ES
K.
PA
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LA
VA
N
R .R
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R
IG
U
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SO
LI
C
IT
AT
IO
N N
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D R
AW
N
B Y:
C H
EC
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D B
Y:
D
ES
IG
N
ED
B
Y:
IS
SU
E
D
AT
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SI
ZE
SU
BM
IT
TE
D B
Y:
C O
N
TR
AC
T
N O
SHEET ID
ST
C
IV
IL
E
N G
IN
EE
R S
Q U
AD
R
O N
L
ST
B U
IL
D
IN
G
BI
LO
XI
, M S
KE
ES
LE
R
A
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F O
R C
E
BA
SE
B
IL
O
XI
, M
IS
SI
SS
IP
PI
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EC
O
N
FI
G U
R E
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ES
LE
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A
FB
P
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IM
ET
ER
SE
C U
R
IT
Y
FE
N C
E, F
PR
O
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C
T N
O . M
AH
G
JA
N
U
AR
Y
Z.
C O
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ES
Z.
C
O O
M
ES
K.
PA
H
LA
VA
N
R .R
O D
R
IG
U
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AR
C
H D
C-402
C-303
C-303
1 WHITE AVE. NEW PAVEMENT PLAN
SCALE: 1:300
2 JUDGE SEKUL NEW PAVEMENT PLAN
SCALE: 1:200
C-303
3 L ST. AND LARCHER BLVD. NEW PAVEMENT PLAN
SCALE: 1:400
1. CONTRACTOR REQUIRED TO FIELD VERIFY ALL DIMENSIONS AND CONDITIONS
PRIOR TO BID AND START OF CONSTRUCTION. NOTIFY CONTRACTING OFFICER OF
ANY CONDITIONS DETRIMENTAL TO THE COMPLETION OF THE WORK AS
DESIGNED.
GENERAL SHEET NOTES
'-0
58'-0"
66'-0"
FILL WITH
3500 PSI
CONCRETE
L STREET
LA
R
C H
ER
B
O U
LE
VA
R D
L STREET
LA
R
C H
ER
B
O U
LE
VA
R D
18" CURB
NEW PERIMETER FENCE
MOW-STRIP
30'-0"
4 ENLARGED TURNSTILE PLAN
SCALE: 1:60
CIVIL KEYNOTES
1. NEW 6" ASPHALT TO BE PLACED ON COMPACTED 610 CRUSHED LIMESTONE.
ASPHALT SHALL BE COMPACTED TO 95% STD. PROCTOR. SEE DETAIL 2 ON SHEET
C-303.
2. CONCRETE TO BE FLUSH WITH EXISTING SIDEWALK.
3. CONCRETE RAMP TO CONNECT TO NEW CONCRETE PAD.
4. CONTRACTOR SHALL PROVIDE POSITIVE DRAINAGE TO STORM DRAIN INLET.
5. CONTRACTOR SHALL PROVIDE A MINIMUM TURNING RADIUS OF 40 FEET.
'-0
EXISTING CONCRETE
WALL TO REMAIN
INSTALL CLEAN
AND LOOSE FILL
+/-10' FROM 18"CONCRETE
CURB
SEE DETAIL 2/C-503
FOR TURNSTILE SLAB
3' -0
1' -3
CONCRETE RAMP
TO BE FLUSH WITH
EXISTING PAVEMENT
EXISTING CONCRETE
WALL TO REMAIN
39'-0"
13'-0"
42'-6"
'-4
37'-8"
'-8
'-1
1/
2"EXPANSION JOINT
SEE DETAIL 2/C-305
EXPANSION
JOINT
4' -3
1:
S
LO
PE
NEW 6" CURB AND SIDEWALK
2'-6" SPACING
FRO
M
NEW
PERIM
ETER FENCE
Attachment 2
S S
S S
S S
S S
S S
S S
S
D
ES
C R
IP
TI
O N
M
AR
K D
AT
E
L
ST
. A N
D L
AR
C
H
ER
B
LV
D . G
R
AD
IN
G
AN
D
D R
AI
N
AG
E
PL
AN
2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SO
LI
C
IT
AT
IO
N N
O
D R
AW
N
B Y:
C H
EC
KE
D B
Y:
D
ES
IG
N
ED
B
Y:
IS
SU
E
D
AT
E:
SI
ZE
SU
BM
IT
TE
D B
Y:
C O
N
TR
AC
T
N O
SHEET ID
ST
C
IV
IL
E
N G
IN
EE
R S
Q U
AD
R
O N
L
ST
B U
IL
D
IN
G
BI
LO
XI
, M S
KE
ES
LE
R
A
IR
F O
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E
BA
SE
B
IL
O
XI
, M
IS
SI
SS
IP
PI
R
EC
O
N
FI
G U
R E
KE
ES
LE
R
A
FB
P
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IM
ET
ER
SE
C U
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IT
Y
FE
N C
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PR
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C
T N
O . M
AH
G
JA
N
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AR
Y
Z.
C O
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ES
Z.
C
O O
M
ES
K.
PA
H
LA
VA
N
R .R
O D
R
IG
U
EZ
SO
LI
C
IT
AT
IO
N N
O
D R
AW
N
B Y:
C H
EC
KE
D B
Y:
D
ES
IG
N
ED
B
Y:
IS
SU
E
D
AT
E:
SI
ZE
SU
BM
IT
TE
D B
Y:
C O
N
TR
AC
T
N O
SHEET ID
ST
C
IV
IL
E
N G
IN
EE
R S
Q U
AD
R
O N
L
ST
B U
IL
D
IN
G
BI
LO
XI
, M S
KE
ES
LE
R
A
IR
F O
R C
E
BA
SE
B
IL
O
XI
, M
IS
SI
SS
IP
PI
R
EC
O
N
FI
G U
R E
KE
ES
LE
R
A
FB
P
ER
IM
ET
ER
SE
C U
R
IT
Y
FE
N C
E, F
PR
O
JE
C
T N
O . M
AH
G
JA
N
U
AR
Y
Z.
C O
O M
ES
Z.
C
O O
M
ES
K.
PA
H
LA
VA
N
R .R
O D
R
IG
U
EZ
AR
C
H D
1 L ST. AND LARCHER BLVD. GRADING AND DRAINAGE
SCALE: NTS
1. CONTRACTOR REQUIRED TO FIELD VERIFY ALL DIMENSIONS AND CONDITIONS
PRIOR TO BID AND START OF CONSTRUCTION. NOTIFY CONTRACTING OFFICER OF
ANY CONDITIONS DETRIMENTAL TO THE COMPLETION OF THE WORK AS
DESIGNED.
GENERAL SHEET NOTES
LA
R
C H
ER
B
O U
LE
VA
R D
CIVIL KEYNOTES
1. CONTRACTOR SHALL PROVIDE POSITIVE DRAINAGE TO STORM DRAIN INLET.
C-403
STORM DRAIN
INLET LOCATION
LEGEND
FLOW DIRECTION
Attachment 2
S S S S S S S S S S
S S S S S S S S S S S S
S S
S S
S S
S
S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S
S S
S S
S S
S
S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
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
C-404
D
ES
C R
IP
TI
O N
M
AR
K D
AT
E
SE
C
U R
IT
Y
BA
R
L O
C
AT
IO
N
S
2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SO
LI
C
IT
AT
IO
N N
O
D R
AW
N
B Y:
C H
EC
KE
D B
Y:
D
ES
IG
N
ED
B
Y:
IS
SU
E
D
AT
E:
SI
ZE
SU
BM
IT
TE
D B
Y:
C O
N
TR
AC
T
N O
SHEET ID
ST
C
IV
IL
E
N G
IN
EE
R S
Q U
AD
R
O N
L
ST
B U
IL
D
IN
G
BI
LO
XI
, M S
KE
ES
LE
R
A
IR
F O
R C
E
BA
SE
B
IL
O
XI
, M
IS
SI
SS
IP
PI
R
EC
O
N
FI
G U
R E
KE
ES
LE
R
A
FB
P
ER
IM
ET
ER
SE
C U
R
IT
Y
FE
N C
E, F
PR
O
JE
C
T N
O . M
AH
G
JA
N
U
AR
Y
Z.
C O
O M
ES
Z.
C
O O
M
ES
K.
PA
H
LA
VA
N
R .R
O D
R
IG
U
EZ
SO
LI
C
IT
AT
IO
N N
O
D R
AW
N
B Y:
C H
EC
KE
D B
Y:
D
ES
IG
N
ED
B
Y:
IS
SU
E
D
AT
E:
SI
ZE
SU
BM
IT
TE
D B
Y:
C O
N
TR
AC
T
N O
SHEET ID
ST
C
IV
IL
E
N G
IN
EE
R S
Q U
AD
R
O N
L
ST
B U
IL
D
IN
G
BI
LO
XI
, M S
KE
ES
LE
R
A
IR
F O
R C
E
BA
SE
B
IL
O
XI
, M
IS
SI
SS
IP
PI
R
EC
O
N
FI
G U
R E
KE
ES
LE
R
A
FB
P
ER
IM
ET
ER
SE
C U
R
IT
Y
FE
N C
E, F
PR
O
JE
C
T N
O . M
AH
G
JA
N
U
AR
Y
Z.
C O
O M
ES
Z.
C
O O
M
ES
K.
PA
H
LA
VA
N
R .R
O D
R
IG
U
EZ
AR
C
H D
1. CONTRACTOR TO ENTER THROUGH MANHOLES AND PLACE SECURITY BARS
INSIDE OF NOTED STORM DRAIN INLETS.
GENERAL SHEET NOTES
S
S
EXISTING STORM DRAIN
INLET LOCATION
EXISTING 36" REINFORCED CONCRETE
PIPE
EXISTING STORM DRAIN
MANHOLE LOCATION
EXISTING 36" REINFORCED CONCRETE
PIPE
EXISTING 18" REINFORCED CONCRETE
PIPE
EXISTING 12" REINFORCED CONCRETE
PIPE
1 SECURITY BAR LOCATIONS
SCALE: 1:100
LA
R
C H
ER
B
O U
LE
VA
R D
2 SECURITY BAR DETAIL
SCALE:NTS
INSTALL SECURITY BARS(SEE DETAIL 2/C-404)
INSTALL SECURITY BARS (SEE DETAIL 2/C-404)
EXISTING 30" REINFORCED CONCRETE
PIPE
EXISTING 36" REINFORCED CONCRETE
PIPE
3 EXPANSION BOLT DETAIL
SCALE:NTS
#3 REBAR 0'-8" O.C. EA,TYP.
1/ 4"
3" 6"
STAINLESS STEEL MAT.
1/ 4"
SEE DETAIL 3 FOR BOLT
CIVIL KEYNOTES
1. PROVIDE EXPANSION BOLT WITH 3" MIN. EMBEDDMENT. SEE DETAIL 3/C-404 FOR
EXPANSION BOLT SIZE.
2. PROVIDE WELDED SECURITY BARS MOUNTED TO THE INSIDE FACE OF THE
HEADWALL. BARS SHALL BE WELDED WITH 1/4" FILLET WELD AT EA.
INTERSECTION AND TO A MIN. (4) 3"X3"x1/4" PLATES ATTACHED TO THE MANHOLE
WITH EXPANSION BOLTS
3"
3"
1/4" THICK PLATE
Attachment 2
ST
R
IP
IN
G A
N D
S
IG
N
AG
E
EN
LA
R
G
ED
PL
AN
2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SO
LI
C
IT
AT
IO
N N
O
D R
AW
N
B Y:
C H
EC
KE
D B
Y:
D
ES
IG
N
ED
B
Y:
IS
SU
E
D
AT
E:
SI
ZE
SU
BM
IT
TE
D B
Y:
C O
N
TR
AC
T
N O
SHEET ID
ST
C
IV
IL
E
N G
IN
EE
R S
Q U
AD
R
O N
L
ST
R
EE
T, B
U
IL
D
IN
G
BI
LO
XI
, M
S
KE
ES
LE
R
A
IR
F O
R C
E
BA
SE
B
IL
O
XI
, M
IS
SI
SS
IP
PI
R
EC
O
N
FI
G U
R E
KE
ES
LE
R
A
FB
P
ER
IM
ET
ER
SE
C U
R
IT
Y
FE
N C
E, F
PR
O
JE
C
T N
O . M
AH
G
JA
N
U
AR
Y
Z.
C O
O M
ES
Z.
C
O O
M
ES
AR
C
H D
D
ES
C R
IP
TI
O N
M
AR
K D
AT
E
K.
PA
H
LA
VA
N
R .R
O D
R
IG
U
EZ
1 STRIPING PLAN
SCALE: 1:200
LANE REDUCING ARROW
CIVIL KEYNOTES
LEGEND
1. CONTRACTOR REQUIRED TO FIELD VERIFY ALL DIMENSIONS AND CONDITIONS
PRIOR TO BID AND START OF CONSTRUCTION. NOTIFY CONTRACTING OFFICER OF
ANY CONDITIONS DETRIMENTAL TO THE COMPLETION OF THE WORK AS
DESIGNED.
2. ALL STRIPING SHALL BE IN ACCORDANCE WITH MISSISSIPPI DEPARTMENT OF
TRANSPORTATION AND UFGS 32.17.23 REQUIREMENTS. SEE SHEET C-505 FOR
DETAILS.
3. ALL SIGNAGE SHALL BE PLACED IN ACCORDANCE WITH MUTCD SECTION 2C.30
REQUIREMENTS. SEE SHEET C-505 FOR DETAILS.
GENERAL SHEET NOTES
C-405
1. LANE ENDS MERGE RIGHT (SIGN NUMBER W4-2) AND RIGHT TURN SIGN (SIGN
NUMBER W1-1) SHALL BE INSTALLED IN ACCORDANCE WITH MUTCD
REQUIREMENTS. SEE SHEET C-505 FOR DETAILS.
NEW SIGNAGE
LA
R
C H
ER
B
O U
LE
VA
R D
GENERAL CHAPPIE JAMES
2' YELLOW STRIPING
4" YELLOW STRIPING
2'-0" 2'-0"
Attachment 2
C-501
ES
C R
IP
TI
O N
M
AR
K D
AT
E
FE
N
C E
C
AB
LE
D
ET
AI
LS
2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SO
LI
C
IT
AT
IO
N N
O
D R
AW
N
B Y:
C H
EC
KE
D B
Y:
D
ES
IG
N
ED
B
Y:
IS
SU
E
D
AT
E:
SI
ZE
SU
BM
IT
TE
D B
Y:
C O
N
TR
AC
T
N O
SHEET ID
ST
C
IV
IL
E
N G
IN
EE
R S
Q U
AD
R
O N
L
ST
B U
IL
D
IN
G
BI
LO
XI
, M S
KE
ES
LE
R
A
IR
F O
R C
E
BA
SE
B
IL
O
XI
, M
IS
SI
SS
IP
PI
R
EC
O
N
FI
G U
R E
KE
ES
LE
R
A
FB
P
ER
IM
ET
ER
SE
C U
R
IT
Y
FE
N C
E, F
PR
O
JE
C
T N
O . M
AH
G
JA
N
U
AR
Y
Z.
C O
O M
ES
Z.
C
O O
M
ES
K.
PA
H
LA
VA
N
R .R
O D
R
IG
U
EZ
SO
LI
C
IT
AT
IO
N N
O
D R
AW
N
B Y:
C H
EC
KE
D B
Y:
D
ES
IG
N
ED
B
Y:
IS
SU
E
D
AT
E:
SI
ZE
SU
BM
IT
TE
D B
Y:
C O
N
TR
AC
T
N O
SHEET ID
ST
C
IV
IL
E
N G
IN
EE
R S
Q U
AD
R
O N
L
ST
B U
IL
D
IN
G
BI
LO
XI
, M S
KE
ES
LE
R
A
IR
F O
R C
E
BA
SE
B
IL
O
XI
, M
IS
SI
SS
IP
PI
R
EC
O
N
FI
G U
R E
KE
ES
LE
R
A
FB
P
ER
IM
ET
ER
SE
C U
R
IT
Y
FE
N C
E, F
PR
O
JE
C
T N
O . M
AH
G
JA
N
U
AR
Y
Z.
C O
O M
ES
Z.
C
O O
M
ES
K.
PA
H
LA
VA
N
R .R
O D
R
IG
U
EZ
AR
C
H D
C-5022
C-502
64'-8" MIN.-300' MAX.
C-501
7' -0
2' -5
1' -1
1"
ANCHOR
POST
BASE SIDEMCTC SIDE
1 CABLE RUN ELEVATION
SCALE: NTS
2 POST SPACING ELEVATION DETAIL
SCALE: NTS
3 BOLLARD DETAIL
SCALE: NTS
3'-0"
5' -0
4000 PSI
CONCRETE
FILL WITH 4000 PSI CONCRETE
(AFTER CABLES AND FASTENERS
ARE INSTALLED)
1' -0
TY
P
1. CONTRACTOR REQUIRED TO FIELD VERIFY ALL DIMENSIONS AND CONDITIONS
PRIOR TO BID AND START OF CONSTRUCTION. NOTIFY CONTRACTING OFFICER OF
ANY CONDITIONS DETRIMENTAL TO THE COMPLETION OF THE WORK AS
DESIGNED.
2. SIZE CABLE PER MANUFACTURER RECOMMENDATIONS TO MEET UFC 4-022-03.
3. MANUFACTURE TO PROVIDE CABLE SHOP DRAWINGS.
GENERAL SHEET NOTES
CIVIL KEYNOTES
1. BOTH CABLES WILL BE PLACED AT THE FIRST ANCHOR POST AND TERMINATE AT
THE NEXT ANCHOR POST. THE TOP CABLE WILL THEN BE PLACED INTO EVERY
OTHER INTERMEDIATE POST UNTIL IT REACHES THE NEXT ANCHOR POST. THE
BOTTOM CABLE WILL THEN BE PLACED IN THE INTERMEDIATE POST THAT THE
TOP CABLE WAS NOT PLACED IN UNTIL IT REACHES THE NEXT ANCHOR POST.
ANCHOR POST
INTERMEDIATE POST
Attachment 2
C-502
ES
C R
IP
TI
O N
M
AR
K D
AT
E
SE
C
U R
IT
Y
FE
N
C E
D
ET
AI
LS
2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SO
LI
C
IT
AT
IO
N N
O
D R
AW
N
B Y:
C H
EC
KE
D B
Y:
D
ES
IG
N
ED
B
Y:
IS
SU
E
D
AT
E:
SI
ZE
SU
BM
IT
TE
D B
Y:
C O
N
TR
AC
T
N O
SHEET ID
ST
C
IV
IL
E
N G
IN
EE
R S
Q U
AD
R
O N
L
ST
B U
IL
D
IN
G
BI
LO
XI
, M S
KE
ES
LE
R
A
IR
F O
R C
E
BA
SE
B
IL
O
XI
, M
IS
SI
SS
IP
PI
R
EC
O
N
FI
G U
R E
KE
ES
LE
R
A
FB
P
ER
IM
ET
ER
SE
C U
R
IT
Y
FE
N C
E, F
PR
O
JE
C
T N
O . M
AH
G
JA
N
U
AR
Y
Z.
C O
O M
ES
Z.
C
O O
M
ES
K.
PA
H
LA
VA
N
R .R
O D
R
IG
U
EZ
SO
LI
C
IT
AT
IO
N N
O
D R
AW
N
B Y:
C H
EC
KE
D B
Y:
D
ES
IG
N
ED
B
Y:
IS
SU
E
D
AT
E:
SI
ZE
SU
BM
IT
TE
D B
Y:
C O
N
TR
AC
T
N O
SHEET ID
ST
C
IV
IL
E
N G
IN
EE
R S
Q U
AD
R
O N
L
ST
B U
IL
D
IN
G
BI
LO
XI
, M S
KE
ES
LE
R
A
IR
F O
R C
E
BA
SE
B
IL
O
XI
, M
IS
SI
SS
IP
PI
R
EC
O
N
FI
G U
R E
KE
ES
LE
R
A
FB
P
ER
IM
ET
ER
SE
C U
R
IT
Y
FE
N C
E, F
PR
O
JE
C
T N
O . M
AH
G
JA
N
U
AR
Y
Z.
C O
O M
ES
Z.
C
O O
M
ES
K.
PA
H
LA
VA
N
R .R
O D
R
IG
U
EZ
AR
C
H D
1 TYPICAL FENCE SECTION DETAIL
SCALE: NTS
3 RAIL DETAIL
SCALE: NTS
2 I-BEAM POST SECTION
SCALE: NTS
4 TYPICAL FENCE SECTION DETAIL
SCALE: NTS
1. 3"(76.2) X 12 Ga. I-BEAM RECOMMENDED FOR 8' HEIGHTS.
2. FENCING PER MANUFACTURER RECOMMENDATIONS TO MEET UFC 4-022-03.
GENERAL SHEET NOTES
C-502
C-502
C-502
8'-0" O.C. NOM.
0' -1
1/
2"
0' -2
1/
2"
VA
R
IE
S
W
IT
H H
EI
G
H T
8' -0
I-BEAM POST
0'-2 3/4" PALE (14 Ga.)
RAIL (12 GA)
(SEE DETAIL 3)
3' -0
2' -7
" 0' -2
" N O
M
0'-10" TYP.
0'-3 1/4" TYP.
0'-8 3/4"
SECURITY FASTENER
PREVENTS TAMPERING OR
REMOVAL BY COMMON TOOLS
RAIL:
SPECIALLY FORMED HIGH
STRENGTH ARCHITECTURAL
SHAPE; LOWER LIP CONTOURED
TO CARRY- STEEL CABLE AND/OR
SENSOR CABLES FOR SECURITY.
SPECIALLY FORMED HIGH STRENGTH CORRUGATED
SHAPE; RESISTS PRYING OR BENDING; BOLT HOLES
RECESSED TO PREVENT CHISELING
OF BOLT HEAD.
POST:
SPECIALLY FORMED I-BEAM;
PRE-PUNCHED FOR MULTIPLE
RAIL OPTIONS
0'-2 1/8"
0' -2
/8
"NO-MAR" POLYESTER
POWDER FINISH COAT
BASE STEEL MATERIAL
UNIFORM ZINC COATING
(HOT DIP GALVANIZED)
PHOSPHATE & CONVERSION
COATING
EPOXY BASE COAT
CONCRETE
FOOTING
3' -0
0'-10" TYP.
Attachment 2
C-503
ES
C R
IP
TI
O N
M
AR
K D
AT
E
TU
R
N
ST
IL
E
G
AT
E D
ET
AI
LS
2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SO
LI
C
IT
AT
IO
N N
O
D R
AW
N
B Y:
C H
EC
KE
D B
Y:
D
ES
IG
N
ED
B
Y:
IS
SU
E
D
AT
E:
SI
ZE
SU
BM
IT
TE
D B
Y:
C O
N
TR
AC
T
N O
SHEET ID
ST
C
IV
IL
E
N G
IN
EE
R S
Q U
AD
R
O N
L
ST
B U
IL
D
IN
G
BI
LO
XI
, M S
KE
ES
LE
R
A
IR
F O
R C
E
BA
SE
B
IL
O
XI
, M
IS
SI
SS
IP
PI
R
EC
O
N
FI
G U
R E
KE
ES
LE
R
A
FB
P
ER
IM
ET
ER
SE
C U
R
IT
Y
FE
N C
E, F
PR
O
JE
C
T N
O . M
AH
G
JA
N
U
AR
Y
Z.
C O
O M
ES
Z.
C
O O
M
ES
K.
PA
H
LA
VA
N
R .R
O D
R
IG
U
EZ
SO
LI
C
IT
AT
IO
N N
O
D R
AW
N
B Y:
C H
EC
KE
D B
Y:
D
ES
IG
N
ED
B
Y:
IS
SU
E
D
AT
E:
SI
ZE
SU
BM
IT
TE
D B
Y:
C O
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1 PLAN VIEW
SCALE: NTS 2 TURNSTILE MOUNTING SLAB
SCALE: 1:16
1. TURNSTILE SHALL BE COMPOSED OF CARBON STEEL. ALL MATERIALS SHALL BE
HOT-DIPPED GALVANIZED IN ACCORDANCE WITH ASTM A123.
2. TURNSTILE SHALL HAVE BI-DIRECTIONAL CONTROLS: IN THE CASE OF A POWER
FAILURE, OUTBOUND TRAFFIC SHALL BE SET TO "FAIL SAFE"; THE INBOUND
TRAFFIC WILL HAVE A "FAIL LOCK" MECHANISM (UNLESS OTHERWISE DIRECTED
BY THE CONTRACTING OFFICER).
3. PROVIDE CARD READER MOUNTING PLATES FOR BOTH SIDES (INBOUND &
OUTBOUND) OF TURNSTILE. CARD READER WILL BE INSTALLED BY CONTRACTOR.
4. BRACE BARRIER POST AT TOP TO ADJACENT VERTICAL SURFACE.
5. ALLOW 5 INCH CLEARANCE ABOVE TOP OF TURNSTILE TO REMOVE LIFT-OFF TYPE
TOP COVER.
6. CONCRETE MOUNTING SLAB MUST BE LEVEL WITHIN 1/4". SEE DETAIL 2 FOR CONC
MOUNTING SLAB.
7. CONTRACTOR SHALL PROVIDE AN ELECTRICAL 3-ROTOR FULL HEIGHT TURNSTILE
AS MANUFACTURED BY OUTLAW, MODEL AG-30 TT, OR APPROVED EQUAL.
8. TURNSTILE SHALL HAVE FINISH TO MATCH ADJACENT FENCEWORK: POWDER
COATED BLACK FOR ORNAMENTAL FENCE AND GALVANIZED FOR CHAIN-LINK.
9. CONTRACTOR SHALL ENSURE TURNSTILE IS GROUNDED.
GENERAL SHEET NOTES
3 ISOMETRIC VIEW
SCALE: NTS 4 ELEVATION VIEW
SCALE: NTS 5 ELEVATION VIEW
SCALE: NTS
8'-6"
5'-0"
CONCRETE FOOTER
FOR POST
CONCRETE FOOTER
FOR POST
9'-6"
0' -8
0'
-6
PROVIDE 8" CONCRETE SLAB
WITH #4 REINFORCING BARS
@12" OC, EACH WAY, MOS (TYP)
610 CRUSHED LIMESTONE TO BE COMPACTED TO
98% STD. PROCTOR
EXISTING MATERIAL TO BE COMPACTED TO
95% STD. PROCTOR
7' -6
FENCING TO BE PLACED
AT THE TOP OF THE
TURNSTILE
TURNSTILE SLAB
SEE DETAIL 2
0'-10"
2' -6
3' -0
5' -0
3'-0"
7' -6
ANCHOR POST
EXISTING MATERIAL
ATTACH RAILING TO FENCE
CIVIL KEYNOTES
1. MANUFACTURER TO PROVIDE DETAIL SHOWING PRE-ENGINEERED FENCING
SURROUNDING THE PRE-ENGINEERED TURNSTILE GATE TO PROVIDE
CONTINUOUS IMPASSE PROTECTION.
NOTE: HOLD FENCING 2" CLEAR FROM TURNSTILE, CONT.
INSTALL FENCING WITH A 0'-6" SPACING FROM TOP
OF TURNSTILE
Attachment 2
EXTRUDED ALUMINUM
COLUMN
AL
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C-504
EXTRUDED ALUMINUM
DECKING EXTRUDED ALUMINUM
FASCIA
ALUMINUM WEEPHOLE
W/ DEFLECTOR PLATE
2'-0"
0' -4
'-0
C-504
C
-5
EXTRUDED ALUMINUM DECKING
EXTRUDED ALUMINUM
COLUMN
EXTRUDED ALUMINUM BEAM
W/ WELDED CLOSURE
PLATE
EXTRUDED ALUMINUM
FASCIA
ALUMINUM TIEBACK
STRAP @ 6'-0" O.C.
EXTRUDED ALUMINUM
BEAM
#14 ST. STL. S.M.S
FLARED DRIP
EDGE
EXTRUDED ALUMINUM "T"
FLASHING W/ SEALANT
1 ALUMINUM COVER SECTION
SCALE: NTS
2 ALUMINUM COVER DETAIL 1
SCALE: NTS 3 TYPICAL SECTION THRU GUTTER BEAM
SCALE: NTS
1' -6
GUTTER BEAM
8'-0"
EXISTING PAVEMENT
EXISTING MATERIAL TO BE COMPACTED
TO 95% STD. PROCTOR BEFORE
CONSTRUCTION BEGINS
CONCRETE FOOTER
Attachment 2
20°
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1 LANE REDUCTION ARROW DETAIL
SCALE: NTS
2 RIGHT TURN SIGN DETAIL
SCALE: NTS 3 LANE ENDS MERGE RIGHT DETAIL
SCALE: NTS
3' -0
3'-0"
1. ALL STRIPING SHALL BE IN ACCORDANCE WITH MISSISSIPPI DEPARTMENT OF
TRANSPORTATION AND UFGS 32.17.23 REQUIREMENTS.
2. ALL SIGNAGE SHALL BE PLACED IN ACCORDANCE WITH MUTCD SECTION 2C.30
REQUIREMENTS.
GENERAL SHEET NOTES
C-505
0' -4
'-8
6'-8"
5' -8
"18 '-0
1'-9"
1' -3
Attachment 2
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1 POST #1 PLACEMENT
SCALE: NTS
C-506
2 POST #11 PLACEMENT
SCALE: NTS
EXISTING BRICK
COLUMN
1'-6"
1'-6"
EXISTING ANCHOR
POST
NEW ANCHOR
POST
NEW ANCHOR
POST
0'-6"
1'-0"
0'-2"
MINIMUM
THREAD
LENGTH
0' -0
/8
0' -0
/8
" 0'-0 15/16"
0' -1
/1
6"
5/8"-11
3 EXPANSION BOLT DETAIL
SCALE: 1:2
1. NEW PERIMETER FENCING TO BE BOLTED AT EACH RAIL LOCATION.
2. MANUFACTURER TO PROVIDE FASTENER SCHEDULE
GENERAL SHEET NOTES
NEW PERIMETER FENCE
TO BE BOLTED INTO EXISTING
MASONARY WALL AT EACH RAIL
LOCATION. SEE DETAILS 3/C-506,
4/C-506, 5/C-506, AND 6/C-506 FOR CONNECTION
DETAILS
4 HEX HEAD SCREW DETAIL
SCALE: 1:1
5/ 8"
2"3/8" 15/16"
5/8"
5 L-BRACKET DETAIL
SCALE: 1:1
1/4"
2"
2"
3/4" DIA.
STAINLESS STEEL
MAT.
STAINLESS STEEL
MAT.
STAINLESS STEEL
MAT.
EXISTING MASONARY WALL
EXPANSION BOLT WILL CONNECT TO THE EXISTING MASONARY
WALL THROUGH THE BRACKET. SEE DETAIL 3 FOR EXPANSION BOLT
BOLT BRACKETS TOGETHER USING
A HEX SCREW. SEE DETAIL 4 FOR SCREW
HEX SCREW WILL CONNECT THE BRACKET
TO THE NEW PERIMETER FENCING. SEE DETAIL 4
FOR SCREW
NEW PERIMETER FENCE
TO BE BOLTED INTO EXISTING
ANCHOR POST AT EACH RAIL
LOCATION. SEE DETAILS 3/C-506,
4/C-506, 5/C-506, AND 7/C-506 FOR CONNECTION
DETAILS
6 MASONARY WALL CONNECTION DETAIL
SCALE: NTS
EXISTING
ANCHOR POST
EXPANSION BOLT WILL CONNECT
TO EXISTING ANCHOR POST
THROUGH THE BRACKET. SEE DETAIL 3 FOR EXPANSION BOLT
BOLT BRACKETS TOGETHER USING
A HEX SCREW. SEE DETAIL 4 FOR SCREW
HEX SCREW WILL CONNECT
THE BRACKET
TO THE NEW PERIMETER FENCE. SEE DETAIL 4 FOR SCREW
7 ANCHOR POST CONNECTION DETAIL
SCALE: NTS
Attachment 2
E-100
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GENERAL NOTES DRAWING SYMBOLS
1. CONTRACTOR REQUIRED TO FIELD VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO BID AND START OF CONSTRUCTION.
NOTIFY CONTRACTING OFFICER OF ANY CONDITIONS DETRIMENTAL TO THE COMPLETION OF THE WORK AS DESIGNED.
2. PROTECT ALL ELEMENTS TO REMAIN SUCH AS EXISTING UTILITIES, FACILITY, ROADS, CURBS, DRIVES, SIDEWALKS, METAL CARPORTS, SOLID SOD, ETC. CONTRACTOR TO RESTORE ANY DAMAGED ELEMENTS TO THE ORIGINAL CONDITIONS.
3. CONFINE ALL WORK TO SPECIFIC AREAS AS DESIGNATED IN THE SCOPE OF WORK AND SCHEDULE.
4. REFER TO MATERIAL SPECIFICATION IN SCOPE OF WORK FOR REQUIREMENTS AND APPLICATIONS.
5. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL CALL 811 FOR UTILITIES LOCATE, ANY UTILITY ADJUSTMENTS, EXISTING OR PROPOSED, REQUIRED TO COMPLETE CONSTRUCTION IS THE RESPONSIBILITY OF THE CONTRACTOR. THIS ITEM INCLUDES, BUT IS NOT LIMITED TO: THE TEMPORARY RELOCATION OF EXISTING OVERHEAD POWER LINES. ALL WORK IN THE VICINITY OF OVERHEAD POWER LINES SHALL CONFORM TO OSHA REQUIREMENTS AND ANY OTHER APPLICABLE (LOCAL) SAFETY REQUIREMENTS. THE CONTRACTOR IS TO REPAIR ANY DAMAGES TO EXISTING UTILITIES THAT ARE TO REMAIN IN
SERVICE IMMEDIATELY AT NO ADDITIONAL COSTS OR EXPENSE TO THE GOVERNMENT.
6. ALL ELECTRICAL WORK IS NEW, UNLESS OTHERWISE NOTED, AND SHALL BE INSTALLED IN ACCORDANCE WITH THE LATEST EDITION OF THE NEC, NFPA, OSHA IN EFFECT AT THE START OF THE CONTRACT AND SPECIFICATIONS. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY ELECTRICAL EQUIPMENT AND CONNECTIONS INCLUDING CONTROL WIRING IN CONDUIT SYSTEM TO OTHER DISCIPLINES' EQUIPMENT AS INDICATED/AS REQUIRED FOR A COMPLETE, FUNCTIONAL ELECTRICAL CONTROL SYSTEM. FOR CLARITY, NOT ALL FINAL CONNECTION AND/OR WIRING ARE SHOWN ON THE DRAWINGS.
7. DRAWINGS ARE DIAGRAMMATIC AND DO NOT SHOW ALL OFFSETS, BENDS, ELBOWS, JUNCTION BOXES, WIRE TROUGHS, PULL BOXES OR OTHER REQUIRED ELEMENTS FOR PROPER INSTALLATION OF THE WORK. ALL NECESSARY MATERIALS NEEDED TO FULFILL THE PROJECT REQUIREMENTS SHALL BE PROVIDED AT NO ADDITIONAL COST TO THE GOVERNMENT. SIZES SHALL BE
PER APPLICABLE CODES.
8. THE LOCATIONS OF SWITCHES, PANELS AND OTHER EQUIPMENT ARE APPROXIMATE. COORDINATE AND INSTALL THESE ITEMS SO AS TO ELIMINATE INTERFERENCE WITH DUCTS, PIPES AND ALL OTHER EQUIPMENT AND UTILITIES. ADJUST MOUNTING
HEIGHTS AND PROVIDE APPROPRIATE MOUNTING HARDWARE AS REQUIRED.
9. PROVIDE EQUIPMENT GROUNDING TO ALL CIRCUITS, SIZED AS PER NEC, NFPA, AND AS SHOWN ON THE DRAWINGS.
10. COMPLY WITH NFPA, UFC, OTHER APPLICABLE CODES AND AUTHORITY HAVING JURISDICTION OR AS SHOWN ON THE DRAWINGS FOR MOUNTING HEIGHTS OF ALL ELECTRICAL EQUIPMENT AND DEVICES. MAINTAIN MINIMUM WORKING
CLEARANCES REQUIRED BY NEC, NFPA, UNLESS APPROVED IN WRITING.
11. DO NOT DISTURB ANY WIRING WITHOUT PRIOR APPROVAL FROM THE CO. FIELD VERIFY ALL CIRCUITS BEING IMPACTED PRIOR TO THE START OF WORK. TURNSTILE IS FED FROM NEW PANEL1 THAT IS FED FROM T13-4818. STREET LIGHTS AND BOLLARD
12. NOTIFY THE CO IF A CONDITION PREVENTS THE INTENT OF THESE PLANS.
13. FOLLOW MANUFACTURER'S WRITTEN INSTRUCTIONS FOR INSTALLATIONS, UNLESS INDICATED OR SPECIFIED OTHERWISE.
ADVISE THE CO AND OBTAIN WRITTEN DIRECTION FROM THE CO IF CONFLICTS EXIST BETWEEN MANUFACTURERS
REQUIREMENTS AND CONTRACT DOCUMENTS PRIOR TO THE START OF THE AFFECTED WORK.
14. CONDUCTORS/CONDUIT SIZES LABELED FOR EACH BRANCH CIRCUIT/FEEDER RUN SHALL BE CONSIDERED THE SAME FOR ALL
DOWNSTREAM RUNS UNTIL THE SIZES ARE CHANGED OR TERMINATED.
15. PROVIDE A TYPED DIRECTORY IN ALL PANELBOARDS CLEARLY DESCRIBING THE LOCATION OF AND TYPE OF LOAD BEING
SERVED FOR ALL CIRCUITS.
16. PROVIDE ENGRAVED PHENOLIC NAMEPLATES FOR ALL SWITCHBOARDS, SWITCHGEAR, PANELBOARDS, TRANSFER SWITCHES, AND DISCONNECT SWITCHES, COLORS AS PROVIDED IN THE SPECIFICATIONS.
17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL ELECTRICAL EQUIPMENT FROM FOREIGN MATERIAL DURING
CONSTRUCTION.
18. THE WORD "PROVIDE" MEANS TO PROVIDE AND INSTALL UNLESS NOTED OTHERWISE.
19. THIS SHEET IS A STANDARD SHEET. CERTAIN SYMBOLS AND ABBREVIATIONS INDICATED ON THIS SHEET MAY NOT APPEAR ON
THE DRAWINGS.
20. CONTRACTOR TO GROUND THE NEW PERIMETER FENCE, FOLLOW UFC 3-550-01 AND UFC 4-022-03 AS REQUIRED.
21. CONTRACTOR TO FOLLOW ALL GUIDELINES SET FORTH IN "81ST COMMUNICATIONS SQUADRON OUTSIDE PLANT GUIDANCE"
DOCUMENT
22. ALL COMMUNICATIONS AND NETWORKING WORK IS NEW, UNLESS OTHERWISE NOTED, AND SHALL BE INSTALLED IN ACCORDANCE WITH THE LATEST EDITION OF THE "81ST COMMUNICATIONS SQUADRON OUTSIDE PLANT GUIDANCE" IN EFFECT AT THE START OF THE CONTRACT AND SPECIFICATIONS. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY COMMUNICATIONS AND NETWORKING EQUIPMENT AND CONNECTIONS AS INDICATED UNLESS OTHERWISE NOTED IN THE
DRAWINGS FOR A COMPLETE AND FUNCTIONAL SYSTEM
TURNSTILE
TREES
PERIMETER FENCE
TREE REMOVAL
CIRCUITS ARE FED FROM T-13-LT1.
23. CODES TO BE FOLLOWED INCLUDE BUT NOT LIMITED TO THE LATEST VERSION OF:
UFC 1-200-01 DOD BUILDING CODE
UFC 3-501-01 ELECTRICAL ENGINEERING
UFC 550-07- (OM) EXTERIOR POWER DISTRIBUTION SYSTEMS
NFPA 70 CODE
Attachment 2
E-101
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1 L STREET AND LARCHER BLVD INTERSECTION DEMOLITION
SCALE: 1:200
1. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS PRIOR TO WORK
2. CONTRACTOR SHALL CALL 811 FOR LOCATION AND DEPTHS OF ALL UTILITIES
3. POWER OUTAGE, UTILITIES, ETC. COORDINATE WITH CONSTRUCTION MANAGER
AND CITY LIGHT AND POWER
4. ELECTRICAL EQUIPMENT SHOWN FOR REFERENCE ONLY. CONTRACTOR TO
VERIFY LOCATION AND QUANTITIES
5. CONTRACTOR TO COORDINATE WITH GOVERNMENT FOR ALL ITEMS TO BE
RETURNED TO GOVERNMENT
6. SEE SHEET C-401 FOR CIVIL DEMOLITION SITE PLAN
1. CONTRACTOR SHALL CALL 811 TO LOCATE POWER TO TRAFFIC LIGHTS,
DISCONNECT AND REMOVE CONDUCTORS, AND CAP AND BURY CONDUIT.
TRAFFIC LIGHTS AND TRAFFIC CAMERAS SHALL BE REMOVED AND RETURNED TO
GOVERNMENT. TRAFFIC LIGHT POLES SHALL BE REMOVED
2. CONTRACTOR SHALL CALL 811 TO LOCATE POWER TO TRAFFIC LIGHTS,
DISCONNECT AND REMOVE CONDUCTORS, AND CAP AND BURY CONDUIT.
TRAFFIC LIGHTS SHALL BE REMOVED AND RETURNED TO GOVERNMENT. TRAFFIC
LIGHT POLES SHALL BE REMOVED
3. CONTRACTOR TO DISCONNECT TRAFFIC CABINET AND RETURN IT TO
GOVERNMENT. REMOVE CONDUCTORS, CAP AND BURY CONDUIT
4. BOLLARDS WARNING LIGHT TO BE REMOVED. REMOVE CONDUCTORS, CAP AND
BURY CONDUIT
5. CONTRACTOR TO REMOVE PANEL 1, DISCONNECT SWITCH, HPU-1, HPU-2, AND
UPS. CONTRACTOR TO DEMOLISH CONCRETE PAD AND CONDUCTORS AND CAP
AND BURY CONDUIT FOR BRANCH CONNECTIONS.THESE ARE FED FROM T13-4818.
6. CONTRACTOR TO DISCONNECT AND REMOVE CONTROLS AND POWER FOR THE
SUMP PUMP, DISCONNECT AND REMOVE SUMP PUMP, AND CAP AND BURY
CONDUIT.THE PUMP IS FED FROM T13-4818.
7. STREET LIGHTS AND BOLLARD LIGHTS ARE FED FROM T-13-LT1.
TRAFFIC LIGHT
ELECTRICAL KEYNOTES
LEGEND
GENERAL SHEET NOTES
TRAFFIC CABINET
BOLLARDS WARNING LIGHT
SUMP PUMP
L STREET
LA
R
C H
ER
B
LV
D
B4
EXISTING TRANSFORMER TO REMAIN
NORTH
Attachment 2
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2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
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