SW6191002_C-101_12/17/2019

1
oil
4 I UNCLASSIFIEDHFORIOFFICIAL USE ONLY
7
�11
10
G
F
LEGEND
BL BOLLARD
LIMITS OF CONSTRUCTION
SECURE CONSTRUCTION ZONE
° A::
EXISTING CONCRETE
4.4
EXISTING ASPHALT
a
a a
a NEW CONCRETE
a a
a
NEW ASPHALT
(SEE CS501)
ii EXISTING BUILDING
NEW BUILDING
ILEV PARKING LOW-EMITTINGCLE FUEL -EFFICIENT I
PARKING NOTES
THERE ARE 99 9'x18' PARKING SPACES SHOWN (INCLUDING 2 HANDICAP).
SITE NOTES
E 1. ALL DIMENSIONS ARE FROM FACE OF CURB TO FACE OF CURB (FOC) OR
FACE OF STRUCTURE TO FACE OF STRUCTURE.
2. CONTRACTOR SHALL USE THE HEAVY DUTY ROADWAY DETAIL ON SHEET
CS501 FOR ALL AREAS SHOWN TO BE PAVED, SIDEWALK AND CURB AND
GUTTER.
3. ALL CURB AND GUTTER SHALL BE 30" AS SHOWN ON DETAIL SHEET CS501.
4. CONTRACTOR TO MAKE EVERY EFFORT TO REUSE ASPHALT AND
CONCRETE REMOVED DURING DEMOLITION.
5. CONCRETE PADS - CONTRACTOR SHALL VERIFY THE SIZE NEEDED AS
SHOWN ON THESE DRAWINGS PER THE MANUFACTURER'S RECOMMENDED
SIZE AND THICKNESS. CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY
DISCREPANCIES.
SURVEY NOTES
D 1. HORIZONTAL CONTROL: THE HORIZONTAL POSITIONS FOR THIS PROJECT
ARE BASED UPON GPS OBSERVATIONS USING THE NORTH CAROLINA GRID
COORDINATE SYSTEM NAD83 IN U.S. SURVEY FEET.
2. VERTICAL CONTROL: THE ELEVATIONS ARE BASED UPON GPS
OBSERVATIONS USING THE NORTH CAROLINA VERTICAL DATUM (NAVD88),
GEOID 12B, IN U.S. SURVEY FEET.
CONTRACTOR STAGING AREA
STAGING AREA SHALL BE WITHIN THE LIMITS OF CONSTRUCTION.
ACCESS DURING CONSTRUCTION
C
IQ
n
THE CONTRACTOR SHALL ENSURE EMERGENCY VEHICLES HAVE ACCESS TO
MALVESTI STREET AT ALL TIMES DURING CONSTRUCTION PERIOD.
2. THIS PLAN ASSUMES THAT PN76376 WILL BE COMPLETE WHEN THIS CONTRACT
RECEIVES NTP. ADDITIONALLY, THIS CONTRACT ASSUMES THAT PN79437 WILL
BE UNDER CONSTRUCTION WHEN THIS CONTRACT RECEIVES NTP.
CONTRACTOR MUST COORDINATE ACCESS AND TRAFFIC CONTROL
(VEHICULAR, EMERGENCY, AND PEDESTRIAN) THROUGHOUT THE CAMPUS
WITH THE CORPS IF THE PREVIOUS CONTRACTS ARE NOT COMPLETED AT NTP.
OPEN SPACE CALCULATION:
SUSTAINABILITY BOUNDARY AREA = 112,729 SF
OPEN SPACE AREA = 34,058 SF
GREEN SPACE AREA = 29,979 SF
OPEN SPACE % = OPEN SPACE AREA I SUSTAINABILITY 0- S
BOUNDARY AREA = 34,058 SF / 112,729 SF = 30.2% v
GREEN SPACE % = GREEN SPACE AREA I
SUSTAINABILITY BOUNDARY = 29,979 SF / 112729 SF = 26.6% Z
U :...
0
� cl)
W
J
BUILDING 3352
' U
,L
a
J
z
MATCHLINE I Z Q o
SEE THIS SHEET SITE LAYOUT PARTIAL PLAN
SCALE: 1" = 30'
CONTRACTOR SHALL UTILIZE ONLY THE AREAS SHOWN WITHIN
THE SECURE CONSTRUCTION AREA AS LAYDOWN AREAS.
ALL EXISTING FEATURES, STRUCTURES AND UTILITIES WITHIN
THESE LAYDOWN AREAS SHALL BE PROTECTED AND
RETURNED TO THE SAME OR BETTER CONDITION.
CONTRACTOR SHALL VERIFY EXACT LOCATION WITH OWNER.
0
0�
400
�g r
REFERENCE LIST
TOPOGRAPHIC SURVEY PROVIDED BY LOWE ENGINEERS
REFERENCE IS MADE TO THE FT. BRAGG DIRECTORATE OF PUBLIC
WORKS INSTALLATION DESIGN GUIDELINES AS RECOMMENDED FOR
A GUIDE IN THE DESIGN OF THE PROJECT SITE.
MATCHLINE
7m m
PARTIAL PLAN THIS SHEET
EXISTINC PROPOSED .
PARK 9' x 18' PARKING
SPACES (TYP)
O
I V X 12' CONC. PAD FOR TRANSFORMER.
REFER TO ELEC. DWGS.
PROPOSED :....::.. :'
ASPHALT AND C&G
BUILDING 3352
J
PROPOSED 9' x 18'
PARKING SPACES (TYP)
g
PARKING
PARKING
PARKING
0 / /
PROPOSED
STORMWATER / ASPHALT AND C&G
Q �
MANAGEMENT POND
00
� OQ OF
Qolp /
CTTF= I AVnI IT DI AM
- WETLANDS
t___A
—LIMITS OF CONSTRUCTION
100' WETLAND
BUFFER
MATCHLINE
1 SEE THIS SHEET
a e
- J
FOCw.015..'.
CO
d 1
SECURE
CONSTRUCTION
FENCING
PROPOSED
9' x 18' PARKING
SPACES (TYP)
BUILDING
3050
BUILDING
3046
:.:..�.:.:...'
CONC. WALK
STOP BAR AND
STOP SIGN
2 GATES:
(1) PERSONNEL
(2) CONSTRUCTION TRAFFIC
MATCH PROPOSED
SIDEWALK TO
EXISTING SIDEWALK
N 30 0 30 60 90
GRAPHIC SCALE: 1 INCH = 30 FEET
LOWE ENGINEERS, LLC.
69 REG. # P-1582
i I
US Army Corps
of Engineers
O
w
0
OCDO
O
w
H
U
O
rn
w �
U_
<
N
J
Z
~
cn�0�OU
U
z
ui
Q °°
z 00
0
0
m
}
m
woo
Yoz
� U)
U
~
2
U)
W 2ily
_
2i::)
N Z
_0
CO
_u)
(f)Q
0
o�
o�
U�o
Z w N
� z
uS U) g
w z_
w 7i
U C�
Z U
> ZO>
Q
W
w >
to
Ld
W
j=
w
2 Y
OLLO
O Z0
wwQ
IL O O
ry- (D Z
O
o
z O
U � F
} (�
a
J
�V
z}
O~
0-1 J
z
U LL 0
Q
a
C04, z
�
j
0Oz
Z 0-
p
}
O' N
Q
J
w
Lu
0-1O
00
U)
O
O�
LL
SHEET ID
C-101
UNCLASSIFIEDHFOR OFFICIAL USE ONLY
READY TO ADVERTISE