SW6140505_Plansheets_20140728

SHEET INDEX
CONSTRUCTION PLANS FOR:
FORT BRAGG REGIONAL TRAINING INSTITUTE
TRANSPORTATION MOTOR POOL
SCO FILE #: 110921701
C1.1 SITE SURVEY
C12 DEMOLITION PLAN
C1.3 SITE LAYOUT PLANC1.4 GRADING AND DRAINAGE
PRATT ROAD
C1.5 EROSION CONTROL PLANPLAN FART BRAGGY NC
C1.6 DETAILS SITE
C1.7 DETAILS OCTOBER 2012
LEGEND
PROPERTY CORNER
O
RIGHT OF WAY
RAN
UTILITY POLE
-0-
POINT OF HORTIZONTAL INTERSECTION
PI
TELEPHONE PEDESTAL
m
POINT OF HORIZONTAL CURVATURE
PC
TRANSMISSION TOWER
®
POINT OF HORIZONTAL TANGENCY
PT
GATE VALVE
►N
VERTICAL POINT OF INTERSECTION
VPI
WATER METER
17wM
VERTICAL POINT OF CURVATURE
VPC
FIRE HYDRANT
VERTICAL POINT OF TANGENCY
VPT
MANHOLE
Q
EDGE OF PAVEMENT
EP
CLEANOUT
•
CURB & GUTTER
C&G
CATCH BASIN
®
BACK OF CURB
BC
DROP INLET
®
TOP OF CURB
TC
YARD INLET
Q
TOP OF SIDEWALK
TS
JUNCTION BOX
❑
TOP OF WALL
TW
HANDICAP
REINFORCED CONCRETE PIPE
RCP
WHEEL CHAIR RAMP
©
POLYVINYL CHLORIDE PIPE
PVC
SPOT ELEVATION
100N.00
DUCTILE IRON PIPE
DIP
SIGN
i
CORRUGATED METAL PIPE
CMP
SITE LIGHT
4
HIGH POINT
HP
BREAK POINT
BP
RIGHT OF WAY
CENTER LINE
UNDERGROUND ELECTRIC LINE
OVERHEAD ELECTRIC LINE
SANITARY SEWER PIPE
STORM DRAIN PIPE
WATER LINE
GAS LINE
TELEPHONE LINE
FENCE LINE
TREE LINE
DRAINAGE FLOW
CURB AND GUTTER
SPILL CURB AND GUTTER
E
OHE
ss
STM �
W
G
T
CONCRETE PAVEMENT •�.::, : , ; ;^3' •� � *.:..
ASPHALT PAVEMENT
NOTE: EXISTING FEATURES ARE SHOWN SHADED.
ISSUED FOR BID MARCH 2O13
PROJECT DEVELOPER:
NC DEPARTMENT OF CRIME CONTROL AND PUBLIC SAFETY
NC NATIONAL GUARD
1636 GOLD STAR DRIVE
RALEIGH, NORTH CAROLINA 27607 - 6410
PHONE: [phone]
CONTACT: MR. STAN LOWE, PROJECT MANAGER
Pratt St r—
SEAL
039941
?]4114
U)
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Butner P
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CID
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LOCATION MAP
SCALE: NTS
ENGINEER
ms consultants, Inc.
engineers, architects, planners
155 US 70 WEST
Garner, North Carolina 27529
Phone: [phone]
Fax: [phone]
www.msconsultants.com
PROJECT NUMBER: 64-26528
0
JUL 1 0 2014
U)
Approved SAOmlwatllr Pe-mlt Documents
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1
1� X23185
CONTROL POINT A1429
N451 .10�00
DEPARTMENT OF CRIME ELEV284.W
CONTROL & PUBLIC SAFETY /
NA71ONAL GUARD X234 /
TUAS SUPPORT FACILITY /�_>Rcp)9\\ \�
AT FORT BRAGG f� G 27�
/ // / �, X233.08
X234.72
// / ��� 34.16 PM
X • 7 � 234 �� �� ' CONTROL POINT #506
23' i�� p / BMM RRSTI,N BASE OF 20" PINE
N-5126/ \ E=1995619
X234.64 �^ _� �� // RAP I ELEV 298.96
67
X231.59 `.
1 \ WHET UCTU �X232SQ�
/\TOPa
T2'RCP S1tl1 9. 5
STORM/ q'h� X234.65
10P of
12' RCP W- 2
12' RCP OUT-M
1
/ 231
1 RESAR
/ I \ X233.68
11
® aTER VAL // \
\ 1 I
STORM MANHOLE
IOF�234.42
12' RCP W-227.09
36' RCP IN-22113 \
36' RCP OUT 222.97
I\\ 1 .78
1 \
1 ' I
D I
ry �
1
STORM MANHOLE
TOP-23364 4
12' RCP W­228.56
36' RCP W-222.65 1
36' RCP OUT 222.61
` 1 I
\ 1
1
CONTROL POINT 000
RBC
A, N--512912.17
E=1995450.66
ELEV.238.94
n
iry
\\ X 234.84
1
X 2Y10 '
7ryhh /
as /
\ . X231.38 /
ti
i231/0l
X2�230.79
X 232.57 /
X231.15
ryy�'
I M1
i
/ X 231.51 /
I /
/ 4-e
x
T==228.97 ' /
/ X23a23 X229.r,
1
\ / •86 CONTROL POI #425
\ BM CHISELE S DARE IN CONC, BASE OF LIGHT POLE
/ N=512377
E=18855$2/ STATE OF NORTH CAROLINA
ECEI 15 NA77ONAL GUARD
231.28 /
X 2 .72 /
i
r
N
X 229.52
I /
I
X 229.38
I
5
PIS
a
LINES SURVEYED
LINES NOT SURVEYED
IRON PROPERTY CORNER
O
(SET UNLESS NOTED OTHERWISE)
IRON PIPE FOUND
IPF
IRON PIPE SET
IPS
IRON STAKE FOUND
ISF
IRON AXLE FOUND
IAF
REBAR AND CAP
RBC
PK NAIL SET
PKS
RAILROAD SPIKE
RRS
NO IRON SET OR FOUND
NI
RIGHT-OF-WAY
R/W
RE-INFORCED CONCRETE PIPE
RCP
FLARED END SECTION
FES
CONCRETE
CONC.
BENCHMARK
BM
MAJOR CONTOUR
MINOR CONTOUR
_
NOTES:
1.
SURVEY PERFORMED BY.
JOYNER KEENY, PLLC
N.C. Firm License # P-0551
1051 NORTH WINSTEAD AVENUE
P.O. BOX 7533
ROCKY MOUNT, NORTH CAROLINA 27804
252-977-3124 (OFFICE)
252-985-6026 (FAX)
2.
THE HORIZONTAL AND VERTICAL POSITIONS FOR THIS PROJECT ARE BASED UPON
A TOPOGRAPHIC SURVEY PERFORMED BY C.T. SMITH & ASSOCIATES, PLLC OF
CLINTON, NC; THE MAP ENTITLED "THE NORTH CAROLINA NA71ONAL GUARD TUAS
SUPPORT FACILITY" DATED 311212010.
THE MAP REPORTS THE HORIZONTAL POSITIONS (COORDINATES) ARE IN NORTH
CAROLINA GRID COORDINATE SYSTEM IN NAD83INSRS2007 DATUM IN U.S. SURVEY
FEET.
THE MAP REPORTS THE VERTICAL POSITIONS (ELEVATIONS) ARE IN NAVD 1988
DATUM IN U.S. SURVEY FEET.
3.
SURVEYOR DOES NOT GUARANTEE THAT ALL UNDERGROUND STRUCTURES SUCH AS
UTILITIES, TANKS, PIPES, ETC. ARE LOCATED HEREON.
4.
NO DETERMINATION HAS BEEN MADE BY THE SURVEYOR AS TO THE FOLLOWING.
A. 100-YEAR FLOOD LIMITS; B. WETLANDS; C. UNDERGROUND STORAGE FACILITIES;
D. GRAVES, CEMETERIES, OR BURIAL GROUNDS
5.
DATE OF FIELD SURVEY: 30JUL2012 AND 07AUG2012
6.
FIELD BOOK d 327
Z
1 FOOT CONTOUR INTERVAL
B.
JOYNER KEENY PROJECT # 110075B
X22843 9.
JOYNER KEENY FILE NAME: 110075B-FT BRAGG-NG-TUAS-PARKING LOT-DWG_120813.DWG
X 227.70
1, STEPHEN R. WOLFE, CERTIFY THAT THIS PROJECT WAS COMPLETED UNDER MY DIRECT
AND RESPONSIBLE CHARGE FROM AN ACTUAL FIELD SURVEY MADE UNDER MY SUPERVISION;
THAT THE FIELD SURVEY WAS COMPLETED ON 07AUG201Z
STEPHEN R. WOLFE, NC PLS IL-3259
DATE
13AUGUSr2012
20 0 20 40
BCALE:' 11=20,
O
V
O
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JOYNER KP..zw, PL.L
PLANNING & LAND SURVEYING
1051 N. Winstead Avenue -P.O. sox 7533
Rocky A1oun4 North Caraffm 270"
North Cana Firm Na POS51
V.• 252.W..9124
F.,262.OU6020
C1 a
SHEET
01

REVISION/DATE/DESCRIPTION
10/12 ISSUED FOR PERMIT REVIEW
NOTES:
1. CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL DEBRIS AND
OTHER MATERIALS RESULTING FROM DEMOLITION AND CONSTRUCTION
OPERATIONS. DISPOSAL SHALL BE IN ACCORDANCE WITH ALL LOCAL,
STATE, AND FEDERAL REGULATIONS GOVERNING SUCH OPERATIONS.
2. CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID
DAMAGE TO ADJACENT PROPERTIES DURING CONSTRUCTION PHASES
OF THIS PROJECT. CONTRACTOR WILL BE SOLELY RESPONSIBLE FOR
DAMAGE TO ADJACENT PROPERTIES OCCURRING AS A RESULT OF
CONSTRUCTION ACTIVITIES.
3. ALL EXISTING UTILITIES ARE SHOWN HEREIN AS REFERENCE ONLY
AND ARE BASED ON RECORD OF THE VARIOUS UTILITY COMPANIES
AND A FIELD SURVEY. CONTRACTOR IS RESPONSIBLE FOR
DETERMINING THE EXACT LOCATIONS OF ALL UTILITIES PRIOR TO
DEMOLITION ACTIVITIES.
4. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL IN ACCORDANCE
WITH THE STATE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES.
5. CONTRACTOR SHALL CONFINE ALL STOCKPILING OF DEMOLITION
MATERIALS AND PROVIDE PROPER TEMPORARY SEEDING WITHIN THE
LIMITS OF THE PROPERTY AND OUT OF ACCESS AREAS FOR THE
ADJACENT PROPERTY OWNERS.
6. PRIOR TO STARTING DEMOLITION, IT IS THE RESPONSIBILITY OF THE
CONTRACTOR TO OBTAIN ALL PERMITS, TAP FEES, BONDS, AND
INSPECTION FEES AS REQUIRED BY LOCAL AND STATE
GOVERNMENTAL AGENCIES.
7. THE CONTRACTOR SHALL COORDINATE WITH ALL LOCAL UTILITY
COMPANIES FOR THE DISCONNECTION AND REMOVAL OF SERVIVCES
TO EXISTING STRUCTURE PRIOR TO DEMOLITION.
8. THE CONTRACTOR SHALL NOT BURN DEMOLITION DEBRIS OR USE
EXPLOSIVES.
9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PHASING OF
DEMOLITION WHEN THE DEMOLITION MAY IMPACT TRAFFIC, ACCESS
OR UTILITIES OF ADJACENT PROPERTIES AND FACILITIES TO REMAIN.
10. CONDUCT DEMOLITION OPERATIONS TO ENSURE MINIMAL
INTERFERENCE WITH ROADS, SIDEWALKS, AND ANY OTHER ADJACENT
OCCUPIED FACILITIES.
11. BUILDING STRUCTURES INCLUDING FOUNDATIONS AND BASEMENTS
SHALL BE REMOVED AND BACKFILLED WITH APPROVED BACKFILL
MATERIAL PLACED IN LIFTS NOT EXCEEDING 8" IN THICKNESS. EACH
LIFT SHALL BE COMPACTED IN ACCORDANCE WITH THE
GEOTECHNICAL REPORT, OR TO A MINIMUM OF 959E OF THE
MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D-1557, MODIFIED
PROCTOR METHOD +/-3% OPTIMUM MOISTURE CONTENT.
12. UTILITIES SHALL BE REMOVED AND THE TRENCHES BACKFILLED WITH
APPROVED BACKFILL MATERIAL. BACKFILL MATERIAL SHALL BE
REPLACED IN MAXIMUM 8" LIFTS AND COMPACTED IN ACCORDANCE
WITH THE GEOTECHNICAL REPORT, OR TO A MINIMUM OF 95X OF
THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D-1557, THE
MODIFIED PROCTOR METHOD +/-3% OPTIMUM MOISTURE CONTENT.
13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THE
CONSTRUCTION SITE AND SURROUNDING AREAS ARE FREE OF
ACCUMULATED DEBRIS.
0 20' 40•
(22"x34"): 1 "=20'
(11 "x17"): 1 "=40'
r
DEPARTMENT OF CRIME
CONTROL & PUBLIC SAFETY
NA77ONAL GUARD
TUAS SUPPORT FACILITY
AT FORT BRAGG
II
RAe
NOVE�` 4%
Rw
`4% ♦♦♦
E EXISTING FENCE z /'`
A
EAR AND GRUBB
)LISTING TREES
PING GRAVEL
REMOVE EXISTING LIGHT POLE
IVE EXISTING
FENCE
w
\0'jr i
i
LILE
GHT REMOVE EXISTING
I
, 4e
UG E
40
I
STATE OF NORTH CAROLINA
NATIONAL GUARD
1
1 LIMITS OF DISTURBANCE
1
1
1
i
1
i
i
♦40
DEMOLITION PLAN
SCALE: 1" = 20'
03/13 ISSUED FOR BID
NOTICE
THIS ARCHITECTURAL AND ENGI-
NEERING DRAWING IS GIVEN IN
CONFIDENCE AND SHALL BE USED
ONLY PURSUANT TO THE AGREE-
MENT WITH THE ARCHITECT.
NO OTHER USE, DISSEMINATION,
OR OUPUCATION MAY BE MADE
WITHOUT PRIOR WRITTEN CONSENT
OF THE ARCHITECT. ALL COMMON
LAW RIGHTS OF COPYRIGHT AND
OTHERWISE ARE HEREBY SPECIFI-
CALLY RESERVED.
In
SEAL
039941
-119A
ms consultants, inc.
engineers, architects, planners
155 US 70 WEST
Garner, North Carolina 27529
phone [phone]
fax [phone]
PROJECT
Department of Crime
Control & Public Safety
National Guard
Regional Training Institute
Transportation Motor Pool
at Fort Bragg
SCO FILE M 110921701
SHEET TITLE
DEMOLITION PLAN
KEY PLAN
DRAWN BY: ESS
CHECKED BY: BSC
PROJECT NO: 64-26528
DRAWING
C1.2

SITE DATA
SITE INFO:
TOTAL SITE AREA = 0.8 AC
INTENDED USE = MOTOR POOL
PARKING SPACES PROPOSED = 60
IMPERVIOUS SURFACE CALCULATIONS:
TOTAL SITE AREA= 0.8 AC
IMPERVIOUS AREA = 0.8 AC
PERCENT IMPERVIOUS = 100 %
1
LEGEND
PROPOSED CONCRETE PAVEMENT
O NUMBER OF PROPOSED PARKING SPACES —
SEE NOTE 1 ON THIS SHEET.
NOTES:
1. PAVEMENT STRIPING IS SHOWN FOR REFERENCE ONLY.
CONTRACTOR TO PROVIDE ADD —ALTERNATE IN BID FOR
STRIPING AND COORDINATE WITH OWNER'S
REPRESENTATIVE ON INSTALLATION.
2. PROPOSED STRIPING SHOWN HEREIN TO BE SINGLE
WHITE LINE PER DETAIL B-6 ON SHEET C1.6.
3. LIGHT POLE DETAIL PROVIDED ON SHEET 1.6.
KPANSION
DINT (rYP)
0 20' 40'
(22"x34"):1"=20'
(11"x17"):1"=40'
VEHICLE GATE
EXISTING /
. . .ASPHALT /
DRIVEWAY J
512574.40 J/
1995463.93 /
512566.
E 1995464
iI
i/
�
J
DEPARTMENT OF CRIME
CONTROL & PUBLIC SAFETY
NATIONAL GUARD
TUAS SUPPORT FACILITY
AT FORT BRAGG
N 512586.97
E 1995491.88
/
/
v
\.
\6' CHAIN LIN FENCE
i WITH BARB D IM1iIRE
V � A
\
1
NEW SPILLWAY FROM UPSTREAM POND
Q
N 512664.15
E 1995597.89
SEE DETAI(.
A-6 ON
SHEEV C'1.6
PROPOSED
EXPANSION
JOINT '
(TYP.)
20' WIDE TRANSITION FROM
CONCRETE TO GRAVEL.
TAPER GRAVEL TO MEET
FLUSH WITH CONCRETE
POLE MOUN
AREA LIGHT
N 512348.74,
E 1995530.19
6' CHAIN LINK FENCE
WITH BARBED WIRE
\ DRY DETENTION BASIN m ?
o,
i
\ tl
I'
150' GRASSED SWALE
I I (FOR BMP CREDIT)
6' CHAIN LINK FENCE
1 WITH BARBED WIRE
N
WIDE TRANSITION
TRANSITION FROM
CONCRETE TO
GRAVEL.
TAPER GRAVEL TO 'I
MEET FLUSH WITH
CONCRETE '
PROPOSED
GRAVEL SURFACE
SEE DETAIL
A-6 ON
SHEET C1.6
POLE MOUNTED
AREA LIGHT
SAWCUT EXISTING PAVEMENT
TO SMOOTH EDGE
EXISTING
PARKING
AREA
STATE OF NORTH CAROLINA
NATIONAL GUARD
N 512449.04
E 1995662.86
SITE LAYOUT PLAN
SCALE: 1" = 20'
/
STORMWATER OUTFALL
DITCH
REVISION/DATE/DESCRIPTION
10112 ISSUED FOR PERMIT REVIEW
03/13 ISSUED FOR BID
1 08/13 DRAWING CLARIFICATION
NOTICE
THIS ARCHITECTURAL AND ENGI-
NEERING DRAWING IS GIVEN IN
CONFIDENCE AND SHALL BE USED
ONLY PURSUANT TO THE AGREE-
MENT WITH THE ARCHITECT.
NO OTHER USE, DISSEMINATION,
OR DUPLICATION MAY BE MADE
WITHOUT PRIOR WRITTEN CONSENT
OF THE ARCHITECT. ALL COMMON
LAW RIGHTS OF COPYRIGHT AND
OTHERWISE ARE HEREBY SPECIFI-
CALLY RESERVED.
SEAL
039941
"rT J. 'C"
�714 f,d�
ms consultants, inc.
engineers, architects, planners
155 US 70 WEST
Garner, North Carolina 27529
phone [phone]
fax [phone]
PROJECT
Department of Crime
Control & Public Safety
National Guard
Regional Training Institute
Transportation Motor Pool
at Fort Bragg
SCO FILE M 110921701
SHEET TITLE
SITE LAYOUT PLAN
DRAWN BY: ESS
CHECKED BY: BSC
PROJECT NO: 64-26528
DRAWING
C1.3

DAYPM
1. STORM DRAINAGE PIPE TO BE CLASS III RCP UNLESS
OTHERWISE NOTED.
0 20' 4V
(22"x34"):1"=20'
(11"x17"):1"=40'
E=1995585.86�/
DEPARTMENT OF CRIME ELEV.=234.34
CONTROL & PUBLIC SAFETY
NATIONAL GUARD
TUAS SUPPORT FACILITY / / \_1R82s9
AT FORT BRAGG / G �y'A .-
/ i1 THE OCU BPII,IeWAYS R
? 2AWITbI-'COM AC�T�p SOIL r
rTo0PP �y237
13'RCP1.i ,,2j
,.
I /
STORM
TOP- 1
14 RCP IN.228
12'RCP OUT
/
® TER VAIA4
STORM MANHOLE I m
TOP2.42
IN-
2" RCP 27
2
16' RCP /Na2213.13i3
'RCP OUT 22297 \
\ M
can
73 \
0�nn
ry \
\ n1
N�.
1` iI
STORM MANHOLE
TOPi=84
12' RCP IN-228.56 '
36' RCP W-22265 \ i
36' RCP OUT2=61
CONTROL POINT #300
R8C
1 N=512312.17
E=199545'0.66
IN CONC. BASE OF LIGHT POLE
STATE OF NORTH CAROLINA
NA71ONAL GUARD
EMERGENCY SPILLWAY
FROM UPSTREAM POND
INTO PROPOSED POND
CREST EL = 228.5
WIDTH = 15.0' �j REB9R
LENGTH = 10.0'
1 A" TWir k CI ACC "R" RIPRAP I INFR
GRASS
SWALEf
LENGTH
= 1 q0.0
WIDTH
= 13. 9'
DEPTH
= 1. '
SLOPE
= 0. 0%
SIDESLOPES - 5:1
I
N
N
r
/
228.0
&Z /
GRADING PLAN
SCALE: 1" = 20'
EMERGENCY SPILLWAY
CREST EL = 228.75
WIDTH = 15.0'
LENGTH = 14.0'
18" THICK CLASS "B"
RIPRAP LINER
PIPE OUTLET
INV = 225.7
ENERGY DISSIPATOR (SEE SHEET C1.5
FOR DESIGN DATA)
DITCH TO DAYLIGHT
SLOPE = 1.0%
SIDESLOPES = 4:1
1pproveJ htormWatar P -In 0c r 2f1L=
,:onspu tw In acwrdar wiV eye icc ;rents iG
required by the w!or»w6T oennl! ,rcl na
rules require !hut the yi rmwa ;r 9vSIP ,,Oncl
Inspect during 6onptruc ion ertll'j n ,:y wits Inc
Plans and spe,„, a�C Cerny cer,,[ 1nCCi. r,11
mwa ee `« iiies�,,. , 15 N //A-B�C 2� 0
P..'. yiJLl
NC G Ise. Hal i�alr<y.
REVISION/DATE/DESCRIPTION
10/12ISSUED FOR PERMIT REVIEW
03/13 ISSUED FOR BID
NOTICE
THIS ARCHITECTURAL AND ENGI—
NEERING DRAWING IS GIVEN IN
CONFIDENCE AND SHALL BE USED
ONLY PURSUANT TO THE AGREE—
MENT WITH THE ARCHITECT.
NO OTHER USE, DISSEMINATION,
OR DUPLICATION MAY BE MADE
WITHOUT PRIOR WRITTEN CONSENT
OF THE ARCHITECT. ALL COMMON
LAW RIGHTS OF COPYRIGHT AND
OTHERWISE ARE HEREBY SPECIFI—
CALLY RESERVED.
CAS
SEAL
039941
7 Ic'h+
ms consultants, inc.
engineers, architects, planners
155 US 70 WEST
Garner, North Carolina 27529
phone [phone]
fax [phone]
PROJECT
Department of Crime
Control & Public Safety
National Guard
Regional Training Institute
Transportation Motor Pool
at Fort Bragg
SCO FILE #: 110921701
SHEET TITLE
[N 7tTiiIzLei aI_1g,1
KEY PLAN
DRAWN BY: ESS
CHECKED BY: BSC
PROJECT NO: 64-26528
DRAWING
C1.4

EROSION CONTROL LEGEND
SEDIMENT TRAP
PIPE INLET PROTECTION •-y
SILT FENCE SF
INLET PROTECTION
TEMPORARY DIVERSION DITCH TD
NOTES
1. LIMITS OF DISTURBANCE m 1.33 AC.
2. ALL DITCHES AND TEMPORARY DIVERSIONS TO BE LINED WITH
STRAW AND NETTING UNLESS OTHERWISE NOTED.
CONSTRUCTION SEQUENCE
1. OBTAIN GRADING PERMIT.
2. CALL NCDENR PRIOR TO CONSTRUCTION BEGINNING.
3. PERFORM SELF -INSPECTIONS AND KEEP RECORDS AS REQUIRED BY
NCDENR SELF INSPECTION PROGRAM. INFORMATION AND
INSPECTION FORMS MAY BE FOUND AT
h ttp.lAvww. dlr. enr. state. nc. us/pai7es/sedimentation_ne w. html .
4. STAKE CONSTRUCTION LIMITS ON PROPERTY.
5. INSTALL CONSTRUCTION ENTRANCE.
6. DISTURB ONLY WHAT IS NECESSARY FOR INSTALLING EROSION
CONTROL DEVICES IN THE ORDER SHOWN BELOW.
7. CONSTRUCT THE OUTFALL DITCH AND INSTALL LINER AND CHECK
DAM.
8. THE PERMANENT DRY POND WILL SERVE AS A SKIMMER BASIN
DURING CONSTRUCTION. GRADE THE POND TO PERMANENT
ELEVATIONS AND INSTALL PERMANENT RISER AND WEIR SPILLWAY.
INSTALL DISSIPATOR PAD AT PIPE OUTLET. ATTACH THE
DEWATERING SKIMMER TO THE ORIFICE OF THE CONCRETE RISER.
SEED BASIN IMMEDIATELY.
9. INSTALL TEMPORARY DIVERSION #1. SEED DIVERSION IMMEDIATELY.
10. PERFORM A SELF INSPECTION. IF ACCEPTABLE, BEGIN CLEARING,
GRUBBING, AND GRADING THE SITE.
11. AS THE SITE REACHES FINAL GRADE, THE TEMPORARY DIVERSION
MAY BE RE -GRADED TO THE ADJACENT SWALES FINAL GRADES. THE
BERMS ON THE DOWNSTREAM SIDE SHOULD BE MAINTAINED UNTIL
THE SITE IS STABILIZED.
12. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING EROSION
H CONTROL DEVICES THROUGHOUT THE PROJECT DURATION. ALL
EROSION AND SEDIMENT CONTROL DEVICES SHALL BE CHECKED FOR
STABILITY AND OPERATION FOLLOWING EVERY RUNOFF -PRODUCING
RAINFALL BUT IN NO CASE LESS THAN ONCE EVERY WEEK. ANY
NEEDED REPAIRS SHALL BE MADE IMMEDIATELY TO MAINTAIN ALL
DEVICES AS DESIGNED.
13. THE CONTRACTOR SHOULD MAKE EVERY EFFORT TO KEEP SEDIMENT
AND/OR MUD OFF OF THE ADJACENT ROADWAY. REMOVE ANY
MATERIAL FROM THE ASPHALT IMMEDIATELY.
14. GROUND STABILIZATION TIME FRAMES ARE SHOWN IN THE SEEDING
SPECIFICATIONS. ANY TRENCHES MUST BE BACKFILLED DAILY.
15. AFTER THE SITE IS STABILIZED, PERFORM A SELF INSPECTION. IF
ACCEPTABLE, TEMPORARY EROSION CONTROL DEVICES CAN BE
REMOVED.
16. REMOVE AND PROPERLY DISPOSE OF ALL SEDIMENT FROM THE
SKIMMER BASIN AREA. AFTER ALL SEDIMENT IS COMPLETELY
REMOVED, REGRADE POND AS NEEDED TO FINAL FINISHED GRADE
AND RESEED DISTURBED AREAS AS NEEDED.
LIMITS OF DISTURBANCE
II
/
I\a
CONTROL POINT #4 9
TN
DEPARTMENT OF CRIME E-1995W&86 /
CONTROL & PUBLIC SAFETY ELEV..=234'34
NATIONAL GUARD // LIMITS OF DISTURBANCE -
TUAS SUPPORT FACILITY /
AT FORT BRAGG / /� �� \\ _ _ -
s .
A /rry
2}4
/
CONSTRUCTION ENTRANCE ry
N I " SILT FENCE PER DETAIL /
C-6 ON SHEET C1.6 /
q
0 20' 4W \\
(22"x34"): 1"=20' \h /
(11"x17"):1"=40' / \
rnerrwnt CfUIJTin9M \\
2.0" SKIMMER
ORIFICE 0- 2.maram0"
m m am min
f
� ram AEBAR
�\ '
WEIR SPILLWAY
WIDTH = 15'
CREST EL = 228.75
BAFFLES / ,�` RIPRAP LINED
DISSIPATOR PAD
4.0'W x 5.01 x 1.0'T
CLASS A RIPRAP
OUTFALL DITCH
E GROUND
STABILIZATION WITHIN
�;♦" ` \ , 7 DAYS
♦ ♦ ♦ ` �, LIMITS OF DISTURBANCE
St
/T
♦ ♦ ♦ ♦ , - CHECK DAM
SKIMMER BASIN #1
DA = 1.2 ACRES
REWD SA = 1560 SF
/
'F CREDIT" SWALE
PROVIDE GROUND
TABILIZATION WITHIN
DAYS
i (TEMPORARY DIVERSION 1
* PROVIDE GRO ND
1 STABILIZATION WMIN
/ 7 DAYS /
1
1
II
I
1
1 I
k 1
r
4- 1P/
I , /
-230�
�j LIMITS OF DISTURBANCE
ED SQUARE IN CONC. BASE OF LIGHT POLE
STATE OF NORTH CAROLINA t5
NATIONAL GUARD
1I1
I I
I I
I11
\II
I
I I
I
II I
III
EROSION CONTROL PLAN
SCALE: 1" = 20'
ACTUAL SA = 6000 SF
REO'D VOLUME = 2160 CF
ACTUAL VOLUME = 11254 CF
BOTTOM EL 226.0
Fort Brace Seeding SDecification
(Rv. 3 May 2012)
1. Apply fertilizer/Lime at rates as determined by laboratory soil analysis
6. EXEMPTIONS: Special Use Areas, such as airfields, helipads,
of soils at the job site. In the absence of the soil analysis, apply soil
General Officer quarters and the historic district. Contact the Fort Bragg
amendments at the rates indicated in steps 2 and 3.
Water Management Branch (WMB) at 910-396-2301/2823/2897 when
1. Area will be tilled to 4" depth
seeding these areas.
2. Apply lime at 70 pounds per 1000 square feet, or 1.5 tons per acre
3. Apply 10-20-20 fertilizer at a rate of 850 pounds per acre or 20 pounds
7. Upon completion of the project, prior to leaving the site, the Water
square feet. Th per 1000 sq a fertilizer should be either slow time release or
Management Branch shall be notified to inspect the project. POC Mr.
applied in two applications, half at time of planting and the second half
Jack Wilson at 396-2301/2823/2897, extension 224.
after permanent seed germinates. pe g rmmates.
4. The lime and fertilizer will be worked into the top 2 to 4 inches of soil
Note: G.S. 113A-57 No land -disturbing activity subject to [[its Article
priorto seeding.
5. Seed Mix and Rate:
shall be undertaken except in accordance with the following mandatory
requirements:
Permanent Seeding
(1) Permanent groundcover for all disturbed areas shall be provided
within 15 working days or 90 calendar days (whichever is shorter)
"Cool Season": planted between I September and February 28
following the completion of construction or development (final grade).
50 per Witte pounds p r Wheat (Triricum spelta ). NO RYE GRASS.
25 pounds per acre common Bermuda ( Cynodon dacrylon ), hulled
(2) The angle for graded slopes and fills shall be no greater than the
25 pounds per acre common Bermuda (Cynodon dac(y/on ), unhulled
angle that can be retained by vegetative cover or other adequate
"Warm Season": lamed p between I March and 31 August
erosion -control devices or structures. In any event, slopes left exposed
will, within 14 calendar days of completion of any phase of grading, be
50 pounds per acre German (Setaria italica) , Brown Top (Setaria nalica),
planted or otherwise provided with temporary or permanent ground cover,
or Fox Tail Millet (Brachiaria ramosmn)
devices, or structures sufficient to restrain erosion.
50 pounds per acre common Bermuda ( Cynodon dacty/on ), hulled
Temporary Seeding
All perimeter dikes, ditches, swales, perimeter slopes or slopes steeper
than 3 horizontal to I vertical (3:1) shall be provided temporary or
"Cool Season": planted between I September and February 28
permanent stabilization with ground cover as soon as practicable but in
120 pounds per acre Winter Wheat ( Triticunl speha)
any event within 7 calendar days.
"Warm Season": planted between I March and 31 August
65 pounds per acre German (Setoria italica ), Brown Top (Setaria italica )
or Fox Tail Millet (Brwchioria ranmslun )
For projects in the. vicinity of Pope Army Airfield. Mackall Army
Airfield. or Simmons Army Airfield
Permanent Seeding
"Cool Season": planted between 1 September and February 28
50 pounds per acre Kentucky 31 Tall Fescue ( Festrica arundinacea )
25 pounds per acre common Bermuda ( Cynodon docrylon ), hulled
25 pounds per acre common Bermuda ( Cynodon dactylon ), unhulled
"Warm Season": planted between I March and 31 August
50 pounds per acre Kentucky 31 Tall Fescue ( Festuca arundinacea )
50 pounds per acre common Bermuda ( Cynodon dacryloo ), hulled
Temporary Seeding
"Cool Season": planted between I September and February 28
50 pounds per acre Kentucky 31 Tall Fescue ( Fesnrca arundinacea )
"Warm Season": planted between I March and 31 August
50 pounds per acre Kentucky 31 Tall Fescue ( Fesnlca aundinacea )
Straw Mulch: Apply at 4.000 pounds per acre; leaving no bare spot
larger than a quarter. Straw must be stabilized by either use of emulsified
asphalt or by crimping the straw into the ground.
EmuLsifted Asphalt : Emulsified asphalt shall be applied at a rate
heavy enough that the entire area appears black in color; with
particular attention paid to the edges of areas, crests of ridges, and
banks to prevent wind damage -
Crimping: Straw may be crimped with a mulch anchoring tool or a
wheel disk with dull blades set nearly straight may be used as a
mulch anchoring tool. Crimping is not permitted on slopes steeper
than 3:1.
Hydroseeding: Hvdroseeding shall only he allowable on slopes sieepet-
than I horizontal to I vertical . Steps I through 4 must be completed prior
to hydroseeding. Hydroseeding should be applied in two applications.
The first application will consist of 1/3 of the mulch and 213 of the seed
and the second application will consist of 2/3 of the mulch and 1/3 of the
seed The mulch will include a mckifier and will be applied at a rate of
2,000 pounds per acre or the manufacturers recommendation, whichever
is higher.
Sae Arc,
sWLlliration
Stabilisation Timc
Descri stion
Time Frame
Fratme Exceptions
• Perimcterdikes,
sm nla> dhclws
7 days
Nonc
;"uw OWNS
• liigb Quuldr
Water(HQW)
74a)'s
Nona
Zones
If slop" are lo' or
• Slulx:a Slayer
7 chips
less in length and ate
[lam 3:1
not steper [turn 2: I.
14dn iarculbwcd.
• Sbps 3:1 or
7-dalsforstope.
Oniter
la days
greater limit 50 feel
to IengW
Ali onc�rmcas
Notre
Willi slopes Orals
14 da) s
(except for
riven J:1
WdnrcterS olk)
H W Zones)
Maintenance During Establishment Period
Maintenance of the seeded areas shall include protecting embankments
and ditches from surface erosion; maintaining erosion control materials
and mulch; protecting installed areas from traffic; mowing; watering;
and post -fertilization.
Mowing
a. Turf Areas: Turf areas shall be mowed to a minimum 3-inch
height when the turf is a maximum 4 inches high. Clippings
shall be removed when the amount cut prevents sunlight from
reaching the ground surface.
It. Erosion Control Areas: Erosion control areas shall be mowed to
a minimum 4 inch height when the plants are a maximum 8
inches high. Clippings shall be removed when the amount cut
prevents sunlight from reaching the ground surface.
Post -Fertilization
After the permanent grass has been accepted, and between the dates of
April 15 and October 15, apply 425 pounds of fertilizer per acre.
Repair or Reinstall
Unsatisfactory stand of grass plants and mulch shall be repaired or
reinstalled, and eroded areas shall be repaired until a satisfactory stand
of grass results.
REVISION/DATE/DESCRIPTION
10/12 ISSUED FOR PERMIT REVIEW
03/13 ISSUED FOR BID
NOTICE
THIS ARCHITECTURAL AND ENGI-
NEERING DRAWING IS GIVEN IN
CONFIDENCE AND SHALL BE USED
ONLY PURSUANT TO THE AGREE-
MENT WITH THE ARCHITECT.
NO OTHER USE, DISSEMINATION,
OR DUPLICATION MAY BE MADE
WITHOUT PRIOR WRITTEN CONSENT
OF THE ARCHITECT. ALL COMMON
LAW RIGHTS OF COPYRIGHT AND
OTHERWISE ARE HEREBY SPECIFI-
CALLY RESERVED.
CA ROZ "%,
SEAL
039941
ms consultants, inc.
engineers, architects, planners
155 US 70 WEST
Garner, North Carolina 27529
phone [phone]
fax [phone]
PROJECT
Department of Crime
Control & Public Safety
National Guard
Regional Training Institute
Transportation Motor Pool
at Fort Bragg
SCO FILE M 110921701
SHEET TITLE
EROSION CONTROL PLAN
KEY PLAN
DRAWN BY: ESS
CHECKED BY: BSC
PROJECT NO: 64-26528
DRAWING
C 1.5

awx. ft
io
6' max. extra strew 1 fabric wit lout wire fence
Lu
Steel •i7} Aihii}F i r'1 F} I U 3
Post x 8 o pwa
12" E ' Plastic or m O0 -
I ... I wire ties z a Of Z M
SEE SITE PLAN la w J O
4000 PSI COMPRESSIVE STRENGTH CONCRETE HANDICAP HATCH -WHITE FOR ACTUAL 18-24 )
WITH FIBERGLASS REINFORCEMENT. DIMENSIONS Wire
cs h » Efr i , iT°' :1 cwi W N
tural z
12" 13.s y1roUnd LLa M 9 NATURAL GROUND MAXIMUM
3" 6"X6"X6 GAUGE WELDED z "� w �a
WIRE FABRIC
� m W N o 24" MIN. SLOPES
g it
8n - - - - - -- 24" ft t m m Q
c�� cc�� 4"fabric o o v w 2 2 2
o c 9935o Q o DOUBLE YELLOW LINE q" 4" W U. LOU Z 0 1 1� �1 VARIES 1�
Wire uZWMC
fence zaMOZEOUNW
ABC STONE Cross -Section
View
SINGLE WHITE LINE 4" w r m a w m !4 P
Filter rc F- z o o aa' o COMPACTED SOILS
SUBGRADE COMPACTED post) fa ri` Band clompacth Natural
OW LL a m S w
maU-
TO 100% MAXIMUM DRY Jhonoughly N w q Q
DENSITY (MODIFIED PROCTOR) �a
24
r zoaooaa
STOP LINE-WHITE4. a
' •q% • UpsloP
.min• ..�'� GO�OLLRU -.
• . �: : �;.8" u in a i ? ¢ g ¢ MAINTENANCE
24" •'min
a
. , of .•i v 1. IMMEDIATELY REMOVE EXCESS SEDIMENT FROM FLOW AREA AND REPAIR DIVERSION RIDGE.
2. CAREFULLY CHECK OUTLETS AND MAKE TIMELY REPAIRS AS NEEDED.
3. AFTER ALL AREAS HAVE BEEN STABILIZED REMOVE THE RIDGE AND THE CHANNEL AND GRADE
ACCORDING TO GRADING PLAN OR BLEND WITH ADJACENT GRADES. STABILIZE AREA.
CONCRETE PAVING TYPICAL PAVEMENT MARKINGS SILT FENCING TEMPORARY DIVERSION DITCH
NTS A-6 NTS B-6 NTS c-6 NTS D-6
100'-0" MINIMUM LENGTH
EXISTING MIN. STONE DEPTH
GRADE EMBANKMENT
SEE NOTE 2. DIVERSION PUBLIC ° 1.5'
RIGHT OF WAY MIN INFLOW INLET FIRST SECOND OUTLET
RIDGE 9. DITCH ZONE: CHAMBER: CHAMBER: ZONE:
C'�DE 2% g„ SEE NOTE 4. WIDTH VARIES RY
"I;IN SURFACE SURFACE 25% OF SURFACE SUR ACE SPILLWAY
E 15' AREA AREA AREA AREA WIIRASH
SCREEN SPILLWAY
PIPE
I FILT7FA.BRIC
GEOTEXTILE - " EMERGENCY
FABRIC PROFILE BOTTOM WIDTH (SW) KIMMER SPILLWAY
NOTES FOR BOTH: D DES _- WATERING
3 0 W
PLAN1. MINIMUM WIDTH OF CONSTRUCTION ENTRANCE PAD SHALL BE 20 FEET. SEE PLANS FOR LOCATION, ACTUAL WIDTH 1.5
AND CONFIGURATION. PLAN
2. STONE SHALL BE 2 IN TO 3 IN STONE OR RAILROAD BALLAST. PROVIDE 12-INCH THICK AT ENTRANCE FOR FIRST CLASS "8" RIP RAP
15 FEET INTO PROJECT AND 6-INCH THICK FOR REMAINDER. 12" NCDOT #5 or �L 1
3. REMOVE ALL VEGETATION AND OTHER OBJECTIONAL MATERIAL FROM THE FOUNDATION AREA. GRADE AND CROWN #57 WASHED I- L° �D BAFFLES
FOUNDATION AREA FOR POSITIVE DRAINAGE. ?y c t PLAN VIEW EMBANKMENT
4. DIVERSION RIDGE HAS 3:1 SIDE SLOPES. STONE S� 24` MAX
5. THE ENTRANCE SHALL BE MAINTAINED TO PREVENT TRACKING OR FLOING OF SEDIMENT ONTO PUBLIC FILTER FABRIC o'�F AT CENTER 1' FREEBOARD
RIGHTS -OF -WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AND REPAIR AND/OR SECTION SECTION INFLOW
�FE.TER LAYER -FILTER FABRIC OR `F'u.IER LAYER -FILTER FABRIC OR DITCH PRIMARY
6 #5 WASI4ED STONE 6 #5 WASHED STONE
CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT.
TYPE A - PIPE OUTLET TO FLAT AREA TYPE B - PIPE OUTLET TO DEFINED CHANNEL 0 _ c"[x°[xcramavar
WITH NO DEFINED CHANNEL FOR ALL OUTLET PIPES WITH OR WITHOUT - ,^
��
SECTION A -A FLARED END SECTIONS EMERGENCY
\ SPILLWAY
100'-0" MINIMUM LENGTH PUBLIC RIGHT OF WAY ZONETEwNc \
WIDTH VARIES -
MAINTENANCE FILTFER IC PIPE
IWAY
ABR
MIN. STONE DEPTH 1. INSPECT CHECK DAMS AND CHANNELS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2 INCH OR MAINTENANCE SEDIMENT STORAGE ZONE BAFFLES
EXISTING SEE NOTE 2. GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY. CLEAN OUT SEDIMENT, STRAW, LIMBS, OR
GRADE - 1. PAY CLOSE ATTENTION TO INLET AND OUTLET SECTIONS WHERE CONCENTRATED FLOW ENTERS. SECTION VIEW
OTHER DEBRIS THAT COULD CLOG THE CHANNEL WHEN NEEDED. 2. INSPECT FOR INDICATIONS OF PIPING, SCOUR HOLES, OR BANK FAILURES. MAKE REPAIRS IMMEDIATELY. MAINTENANCE
3. MAINTAIN VEGETATION ADJACENT TO THE ROCK LINING IN A HEALTHY, VIGOROUS CONDITION TO PROTECT THE
AREA FROM EROSION AND SCOUR. 1. INSPECT SKIMMER BASIN AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT ( }" OR GREATER) RAINFALL EVENT.
2. REMOVE SEDIMENT AND RESTORE THE BASIN TO ITS ORIGINAL DIMENSIONS WHEN SEDIMENT ACCUMULATES TO
HALF THE HEIGHT OF THE FIRST BAFFLE. REMOVE SEDIMENT FROM THE ENTIRE BASIN AND AROUND SKIMMER.
MAKE SURE NOT TO DISTURB BAFFLES DURING THE SEDIMENT REMOVAL PROCESS.
PROFILE
CONSTRUCTION ENTRANCE CHECK DAM RIP RAP OUTLET PROTECTION SKIMMER SEDIMENT BASIN
NTS E-6 NTS F_6 NTS Cj_6 NTS H-6
06
EARTH BERM ARM ASSEMBLY
SEDIMENT PIT
"C' ENCLOSURE
J'-
#4 DOWELS, 18"
HANDHOLE LENGTH AT 3'-0" O.C.
WATER ENTRY UNIT LIGHTING FIXTURE AS MAXIMUM. USE
TOP VIEW SPECIFIED BY OWNER SMOOTH GREASED
STAKE TO SUPPORT WIRE DOWELS OR PLASTIC
SLEEVES.
BASE COVER POLE TYPE AS 1/2" EXPANSION JOINT
NFL PVC END CAP PVC ELBOW PVC VENT PIPE CHAMFER EDGES SPECIFIED BY NOT TO EXCEED 25'-0" 1/4" WIDE x 1" DEEP
1. DRIVE STEEL FENCE POST AT LEAST 24` INTO SCHEDULE 40 PVC PIPE OWNER APART. INSTALL VINYL CONTROL JOINT AT
RIP -RAP WEIR S BOTTOM AND SIDES OF BASIN ANCHOR BOLTS
DI%STONED D 2. WOOD POSTS ARE NOT ACCEPTABLE "ZIP -STRIP" BY VINYLEX
N ON P S 3. USE STAPLES 1' APART TO ATTACH COIR/JUTE MATERIAL w_ CORP. 12'-6" O.C. MAXIMUM
TO SUPPORT WIRE
4. BAFFLES SPACED A MAXIMUM OF 8' IN FRONT 0
P RSPECTIVE VIEW 2/3 OF SEDIMENT TRAP ((CLOSEST TD RIP -RAP WEIR). _ _
eR,y 5. USE A 700 G 2 COIR/JUTE MATERIAL a CONCRETE
PVC END CAP PAVEMENT PER
„4`` l DETAIL A-6
PVC SUPPORT WIRE TO PREVENT SAGGING PVC TEE 112"HO E ORIFICE PLATE
@HOLES IN O ,
SUPPORT POST UNDERSIDE SCHEDULE 40 PVC PIPE
U�� PVC TEE _
7�pg B�pHF THE O
8 1T�I IOF�LLWAY #4 BARS .
P"
COIR MESH/„VIE END VIEW FLEXIBLE HOSE 12" O.C.
MATERIAL FRONT VIEW EACH WAY
3000 PSI�i�%;�T`i
CONIC
OF g�Sp,1O ee
CGMPAC24„
BAFFLE INSTALATION MAINTENANCE:
MAINTENANCE:
1. REMOVE TRASH AND OTHER DEBRIS FROM THE SKIMMER BASIN AND CHECK TO MAKE SURE THE SKIMMER IS NOT
1. MAINTAIN ACCESS TO BAFFLES. SHOULD THE FABRIC COLLAPSE,DECOMPOSE, TEAR, OR BECOME INEFFECTIVE, CLOGGED. IF SKJMMER IS CLOGGED WITH DEBRIS REMOVE DEBRIS AND CHECK THE ORIFICE FOR CLOGGING. POLE MOUNTED AREA LIGHT CONCRETE EXPANSION JOINT
REPLACE IT PROMPTLY. FABRIC BAFFLES
SKIMMER DEWATERING DEVICE NTS NTS
NTS I-6 NTS Eld EKU L-6
REVISION/DATE/DESCRIPTION
10/12 ISSUED FOR PERMIT REVIEW
03/13 ISSUED FOR BID
A08/13 DRAWING CLARIFICATION
T(65111:63y
THIS ARCHITECTURAL AND ENGI-
NEERING DRAWING IS GIVEN IN
CONFIDENCE AND SHALL BE USED
ONLY PURSUANT TO THE AGREE-
MENT WITH THE ARCHITECT.
NO OTHER USE, DISSEMINATION,
OR DUPLICATION MAY BE MADE
WITHOUT PRIOR WRITTEN CONSENT
OF THE ARCHITECT. ALL COMMON
LAW RIGHTS OF COPYRIGHT AND
OTHERWISE ARE HEREBY SPECIFI-
CALLY RESERVED.
M
°OQSRO
NesAio....
SEAL
039941
-19 /)q
ms consultants, inc.
engineers, architects, planners
155 US 70 WEST
Garner, North Carolina 27529
phone [phone]
fax [phone]
PROJECT
Department of Crime
Control & Public Safety
National Guard
Regional Training Institute
Transportation Motor Pool
at Fort Bragg
SCO FILE #: 110921701
SHEET TITLE
DETAILS
KEY PLAN
DRAWN BY: ESS
CHECKED BY: BSC
PROJECT NO: 64-26528
DRAWING
C1.6

REVISION/DATE/DESCRIPTION
10/12 ISSUED FOR PERMIT REVIEW
03/13 ISSUED FOR BID
A08/13 DRAWING CLARIFICATION
NOTICE
THIS ARCHITECTURAL AND ENGI-
NEERING DRAWING IS GIVEN IN
CONFIDENCE AND SHALL BE USED
ONLY PURSUANT TO THE AGREE-
MENT WITH THE ARCHITECT.
NO OTHER USE, DISSEMINATION,
OR DUPLICATION MAY BE MADE
WITHOUT PRIOR WRITTEN CONSENT
OF THE ARCHITECT. ALL COMMON
LAW RIGHTS OF COPYRIGHT AND
OTHERWISE ARE HEREBY SPECIFI-
CALLY RESERVED.
G
oe�H'Ess RO��y,
�N4
(:,..9
SEAL
039941
-1 19/)+
0Q'
ms consultants, inc.
engineers, architects, planners
155 US 70 WEST
Garner, North Carolina 27529
phone [phone]
fax [phone]
PROJECT
Department of Crime
Control & Public Safety
National Guard
Regional Training Institute
Transportation Motor Pool
at Fort Bragg
SCO FILE #: 110921701
SHEET TITLE
DETAILS
KEY PLAN
DRAWN BY: ESS
CHECKED BY: BSC
PROJECT NO: 64-26528
DRAWING
C1.7