SW6101104_Plansheets_20101221

Surveyors !dotes:
No horizontal control located within~ 2,000'.
2) All distances shown are horizontal distances.
3) Area by Coordinate (Computations.
4) This property is subject to easements and restrictions of record.
5) This surveyor does not certify to the existence of underground
Ill;ties (tanks, etc.).
6) T his property may contain wetlands. No wetiorid surveys were
comp`,eted of this time.
7) No I itle search was competed for this surrey. No responsibility
for any conditions which may presently s assumed by this surveyor
exist but are unknown such as Toxir, of Hazardous Waste Material,
Cemeteries, and Flood Areas.
8) This r-nap has not been reviewed by any government agency and
is not intended for recording.
a) Contractor to verify !ovation of all above and underground
utilities before construction.
v) Contour Intervals: I < Minor I�rialatr
.ON TROL CORNER
Et.EY': 243.39
LEGEND. 74- 01' 1
L!5
r
Property Line R' C Link Fence 446 r.
T_ Chain Link Fence orb VVire)
Storrn Sewer
Over ;-lead Electric
Curb Line
.,.
Storm Drain Manhole
D( ...
Drop Inlet
PP ...
Power Foie
W
Uay litre
1m X...
Sail Boring Location - ;spot Elevation
EI'S
... Existing iron Stake
RCS'
... Reinforce Concrete Pipe
Pine Tree
.<.
Oak Tree
Storm, Water Drainaqe Info.
SDMH 1
Starry; Drain Manhole
Top: 234.21
Irv: 223.1 1
SDMH 2
Storm Drain Manhole
Tap. 233.61
Inv: 222.41
DI
Drop Filet {2'x2' Grate)
Tap. 2)2ry
0
r`9.24
CNI
�a
Cl #1
CC
Curb Inlet
Top: 2.29,36
Irv: 221.61
of
C5
00
Cl #2
z
z
Curb Inlet
Top: 229.26
Inv: 221,31
Tree Info
All long leaf pines as
shown
on this map are
fabled
with its size. Oak
trees
as shown are not
labled.
Lcr1_q_
Leef_._Pines
1
_ 68
5"
22
6"
- 114
8"
1.1
1 0"
8
12" --
37
�geT�
United States of America
14„ _ 14 Fort Bragg Reservation
5
18"
W 0
20)"
""_ 6
22"
8
24"
- 6
28"
— 1
238
Long Leaf Fires Total
2667
Oak Total
9
NOTES
1. SURVEY PROVIDED BY:
4+�, 2" C.T. SMITH & ASSOCIATES, PLLC
�.c325 1781 REEDSFORD ROAD
g^ � CUNTON, NC 28328
wv�1Q PHONE: [phone]
t t ,iced States of America
" t �
.>rt Braac Reserv~¢.
on
PP
20 1 % " I C?
t � sus 32`
L3: 5n 24"
" r €21 i
a�
c 4" M G
2 Traifar 14 44a r g * 1
4,.:b✓� *SDf H1 f ll' 2l!„ tJa°
ICU
'Y 5k ['. 'Z v &2 fG�ITV
i
t
C3 W
Asphalt
Parking
(GOV)
t CURVE RADIUS ARC LENGTH
CHORD LENGTH
CHORD BEARING
DELTA ANGLE
C 1 .�. t 3{3.28� 37.23
37.1 t3`
N &5514�05 E
18 22 17 ;
5-
Concrete GEOTHERMAL i
Pad TEST WELL .5«
Cancnrefe ��
235 Pad
p V4.A {
14" jl{I
22" 12 12 2 4"
1 1 4"
18" 12"
t
1 2" 14"
N g' 15 1Q" I �u
a2'
12' 2" a
PSTMv — 56r:n'i
12 2" 12"
r�
Abandoned Wood 1D"
Frame Budding
.Zj�
I
Ei5 22"
2 2"
�M 15" 4O
12" Y t J
S 34*37'29" W
i 36.66'
State of North Carolina
Notional Guard
License No. OACA21-3­97-1452
4`
C �• ! a�(3l2oFty
EXISTING CONDITIONS
SCALE: 1" = 40'
[� �p
2
4
1\
} IA •t
1
J 34'39'50" IN
EIS t I 29.30'
I I �?
(P` 5»
hR 1 '
VP
co
Cc�N70i_ G`ORiti'ER _ vD`
1N: 512, ' 97.984 t i EIS
IE: 4,9�5,502.823 G�
ELt V: 22_57 1 EIS B_.
229
FIR
36 "' (RCP
in v: 220. 53
INSET "Au
SCALE: 1" = 40' 1
REVISION/DATEIDESCRIPTION
)DQXKxtt xxmu
NOTICE
THIS ARCHITECTURAL AND ENGI-
NEERING DRAWING ISGIVEN IN
CONFIDENCE AND SHALL BE USED
ONLY PURSUANT TO THE AGREE-
MENT WITH THE ARCHITECT.
NO OTHER USE, DISSEMINATION,
ORDUPLICATIONMAY BE MADE
WITHOUT PRIOR WRITTEN CONSENT
OF THE ARCHITECT_ ALL COMMON
LAW RIGHTS OF COPYRIGHTS AND
OTHERWISE ARE HEREBY SPECIFI-
CALLY RESERVED.
CARO,"//,
SEAL
18079 . x_
Y
rns 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
TUAS Support Facility at
Fort Bragg
SCO Fife# 090802301
i
SHEET TITLE
EXISTING CONDITIONS
KEY PLAN
na
o
NSR
DRAWN BY:
CHECKED BY.
NIWD.
PROJECT NO:
84-12810
DRAWING
C1A
ITi

REVISION/DATE/DESCRIPTION
XX1xX/SC( XX!)IX(XJC
SITE DATA
SITE INFO:
TOTAL SITE AREA =
PARKING SPACES PROPOSED (INCL. HC)=
HANDICAPPED SPACES PROPOSED =
PROPOSED BUILDING 1 AREA =
INTENDED USE:
PROPOSED BUILDING 2 AREA =
INTENDED USE:
IMPERVIOUS SURFACE CALCULATIONS:
TOTAL SITE AREA --
IMPERVIOUS AREA =
PERCENT IMPERVIOUS=
NOTES
1. xxx
6.35 AC
30
2
11,250 SF
MULTI -USE
868 SF
WASH BAY
6.35 AC
1.64 AC
25.8 %
�GC?.N 7�'QL CC?RldEi?�
IN: 512,920 SECURITI'OF�ENSCE
IE. 1,995,207.,36 ROUND PERIMETER[EL EV 2.33.39
-�--V r pis 74, 1 >
L�rK Fell,
(Barb wire) s
BtORETENTTON CELL
FACE (PARKING SIDE) OF CONCRETE WHEEL STOP
TO BE 1'0" FROM EDGE OF ASPHALT
BUILDING TIES
LINE A' = 71.28' O N27490WV
LINE "B" = 51.06' O N29'49'04'W
LINE "C" = 139.68' O N29'49'OOV
LINE "D' = 77.86' O N29'49'OOV
"I � t
/ R25.00'
i 9
{G / RO9
i
44.64' -- /
CIS �
BIORETENTION CELL
\
GENERATOR PAD\
WASH BA�\
�--
%r s�a�sw 8163.54'�
WATER AND SEM LINES TO
PR(MDED AND )BALLED BY
OTHERS
��$' .•r _ �• PLANS FOR COMINUATION
NG
t a, NG
�-
t
BIORETENTION CELLEIS
�,mQ
INTERSECTION TIE
18.87' O t
S75'46'O6"W
Asphalt
Parkinq s
(GOV) a,
PROPERTY CORNER
�3ar�
CUL—DE—SAC CENTER•1�
36.00'
S76'49'09"W
United States of America
Fort Bragg Reservation
SoST
��TER
TAN
i
PROPOSED BUILDING
f
90'x125' ;-,
ur
; o
1
f
11,250 SF "°
;za..
1
124.33'
"25,i�O' •
�'
g
1
00
1
T .
1
r -
BIKE RACK
ryh
1
--
6' CONCRETE
SIDEWALK
(TYPICAL)
1
2'f
.
1
1
AG POLES
I
1
1
4' CONCRETE
1
SIDEWALK
L
TO GATE
1
1
r •
ygoR .���
1
/
\
1
lit"
EIS
/
SUDI \� PEDESIRUN
WITH \ GATE
!
/
GRAVEL RECYCLE /
' \ CONTAINER ARE
DSO Od'\
1 63 'J
S 25.00'
\ I I .
SIGN
.t .
BIORETENTION CELL
l�
EIS
x' State of North Carolina
M National Guard
License No. DACA21--3-97-1452
,
r
ram-
� CT
Connex
Traitor
SECURITY FENCE
AROUND PERIMETER
h�
S 34'37'29" W
36,66'
SITE LAYOUT PLAN
SCALE: 1" = 4(Y
Demoh-hed
)j k
£iejiI jin {t�i
G
GV
SG
sOL CORNETT
?, l 97. 984
?95, 502, 82.3
229.5 7
United dates of America
Fort Bragg Reservation
A
e
4v�
V
EIS
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.
CAo4R
ir'r,
,. �ousoygtiq --
SBAL
18079 i 19x
+ SMTUFE
ms consultants, Inc.
engineers, architects; planners
155 US 70 WEST
Garner, North Carolina27529
phone [phone]
fax [phone]
PROJECT
Department of Crime
Control & Public Safety
National Guard
TUAS Support Facility at
Fort Bragg
SCO File# 090802301
SHEET TITLE
SITE LAYOUT PLAN
KEY PLAN
DRAWN BY: NSR
CHECKED BY: WWD
PROJECTNO: 64-12810
DRAWING
C1.3
V
V

REVISION/DATE/DESCRIPTION
xxr)o(= )DVXK c
VOTES
1. STORM DRAINAGE PIPE TO BE CLASS III RCP UNLESS
OTHERWISE NOTED.
36 IF 12" CUSS IV RCP O 0.
PIPE OUTLET
=RETENTION CELL i INV = 232.5
:;.• v a1a.n,•,
TIE TO EXISTING MANHOLE
INV IN = 227.6
TIE TO EXISTING MANHOLE
W IN = 229.2
&DREtENTIDN
BOTTOM EL = 232.0
DROP INLET
TOP EL = 232.5
INV OUT = 229S
GRADING PLAN
SCALE: 1" = 40'
INSET "A"
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.
o`° t1111CARO1�``'%
SFAt of
18079 : L=
F( v
k 8KMTUAE
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
TUAS Support Facility at
Fort Bragg
SCO File# 090802301
SHEET TITLE
GRADING PLAN
k A:jw0al
DRAWN BY: NSR
CHECKED BY: IA WD
PROJECT NO: 84-12810
DRAWING
ClA
V
Y
Y
Y
Y
Y
Y

PLANT LIST
REVISION/DATE/DESCRIPTION
xX!)D= XXWI=
KEY
COMMON NAME
QTY
PLANTING
SIZE
MATURE
HEIGHT SPREA
WO
WILLOW OAK
24
2 1 2" CA
.50-75/30-40
RB
REDBUD
6
6'-8' HT.
25-30/15-30
LP
LONGLEAF PINE
31
3-5 GAL.
100-115'
SEED
FESCUE BLEND
LANDSCAPING NOTES
ALL PLANT MATERIALS TO COMPLY WITH THE LATEST EDITION OF A.N.A. STANDARDS
FOR NURSERY STOCK AND BE GUARANTEED FOR A PERIOD OF ONE (1) YEAR
FROM INSTALLATION DATE.
LANDSCAPE CONTRACTOR IS TO VERIFY LOCATION OF ALL UNDERGROUND UTILITIES
AND RECEIVE APPROVAL FROM GC OR SITE SUPERVISOR, IF NECESSARY, TO MAKE
CHANGES IN PLANT LOCATIONS.
LANDSCAPE CONTRACTOR MUST COORDINATE WITH GENERAL CONTRACTOR AND
OTHER SITE OPERATIONS.
MINOR ADJUSTMENTS TO THE PLANT LOCATIONS ARE TO BE MADE IN THE CASE OF
ANY CONFLICTS WITH PROPOSED UTLITIES. SITE ENGINEER TO BE NOTIFIED IF/WHEN
THESE CHANGES DO ARISE.
ALL PLANTING BEDS AND FREE STANDING TREES TO BE MULCHED WITH 4" GRADE
"A" CYPRESS MULCH. BEDS ARE TO BE GRADED SMOOTH AND AND FREE OF
SOIL CLODS AND STONES. ALL TREES TO BE STAKED AND WRAPPED WITH
ASPHALTIC WRINKLE KRAFT TREE WRAP.
ALL PLANTS ARE TO BE REMOVED FROM CONTAINERS, CAGES AND 'C
NON —BIODEGRADABLE MATERIALS.
GENERAL CONTRACTOR IS RESPONSIBLE FOR FINISHED GRADES; LANDSCAPE
CONTRACTOR IS RESPONSIBLE FOR FINE GRADING AND AND TO PROVIDE 4" OF
AMENDED TOPSOIL FOR PLANTING BEDS.
ALL ORGANIC MATTER AND DEBRIS ARE TO BE REMOVED FROM THE SITE BY THE
LANDSCAPE CONTRACTOR. LAWN AREAS AND BEDS SHOULD BE FREE OF STONES
GREATER THAN 2",
PLANT QUANTITIES HAVE BEEN PROVIDED FOR CONVENIENCE ONLY; THE
LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR HIS OWN "TAKE OFFS DRAWING
PREVAIL OVER WRITTEN QUANTITIES.
PLANTING BEDS SHALL BE TREATED WITH A PRE —EMERGENT HERBICIDE APPLIED AT
PRODUCT SPECIFIED RATE UNLESS OTHERWISE NOTED.
PLANTING SHALL BE FERTILIZED UPON INSTALLATION. RECOMMENDED FERTILIZER BE
MIXED WITH BACKFILL AT PRODUCT SPECIFIED RATE.
BED EDGE SHALL BE SMOOTH, CONSISTENT 4 1/2" DEEP AND HAND CUT, EDGES
TO BE LOCATED BETWEEN ALL BEDS (INCL. TREES) AND LAWN AREAS.
CONTRACTOR TO SEED ALL AREAS SPECIFIED UNLESS OTHERWISE DIRECTED BY THE
GENERAL CONTRACTOR.
LANDSCAPING CONTRACTOR WILL BE RESPONSIBLE FOR DESIGN AND INSTALLATION
OF THE IRRIGATION SYSTEM.
lso�®ass
LONGLEAF PINE
(NP)
LONGLEAF PINE
(TYP)
LANDSCAPING PLAN
SCALE: 1" = 40`
/2_121l7.0 /0
91/a/5.ofv
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
WM40UT PRIOR WRITTEN CONSENT
OF THE ARCHITECT. ALL COMMON
LAW RIGHTS OF COPYRIGHT. AND
OTHERWISE ARE HEREBY SPECIFI-
CALLY RESERVED.
`"" II CAt�"'/
zz
'SAL '
18079
ti. WWfnl
ENfi1EERS SEAL + 8 0WILIFE
ms consultants; inc.
engineers, architects, planners
155 US 70 WEST
Garner, North Carolina 27529
phone 919,772.5565
fax [phone]
PROJECT
Department of Grime
Control & Public Safety
National Guard
TUAS Support Facility at
Fort Bragg
SGO File# 090802301
SHEET TITLE
LANDSCAPING PLAN
KEY PLAN
DRAWN BY: NSR
CHECKED SY: W WD
PMMECTNO' 6'4-12810
DRAWING
C1.7
V

I 2 R
SM 19.5 A SUPERPAVE T +` i/4+R
1� 2" a
nI h 1/2* PER FT. 6 f ... 441
S/W
c ,
f
' G
i I ._.Ii4 II f x
7 L COMPACTED 21-A AGGREGATE Q / "
f
`v
BASE COURSE E<�; a �,
EARTH
f SUBGRADE 4 50' MAX. SPACING BETWEEN EXP. JTS.
I GRAVEL
/�
LIGHT DUTY ASPHALT SECTION 1/2"R COMPACTED SUBGRADE I
2'-O" �`�
NTS STANDARD CURB & GUTTER
3000 PSI COMPRESSIVE �+ 3;, TURN DOWN SIDEWALK
VARIES
STRENGTH CONCRETE ?
3" 6"X6"X6 GAUGE WELDED P 1/2 NITS 1/4" EXP, JONrs + VARIES
WIRE FABRIC a q t/8^R.(TYP) JOINT FILLER JONTCONT�CTIONi /4" EXP. JTS.
c JOINT SEALER BACK OF CURB
� o CONCRETE
,, 1/8" TO 1/4" SEE NOTE #
o s r y r b y D✓ Q o aQ c 2„ 4" 3'-0" 1/2" EXP. JTS
a o n c 4" 6" D D. o Q Q Q 4 Q NOTES: NEW BLDG, PAD.
-0" 2. o
4" 1. ALL SIDEWALKS SHALL 8E 4" THICK,
�c,f. 2. CONTRACTION JOINTS SHALL BE SPACED AT 5'-0" INTERVALS,
PITCHED CURB & GUTTER v0 1/2" �o o> fl 3. CONTRACTION JOINTS SHALL BE i ' DEEP AND EDGED WITH 1/8" RADIUS, OR MAY BE SAWCUT 1" DEEP.
ABC STONE NOTES: 6x6 W1.40 1.4 WWF AGGREGATE 4. WHEN SIDEWALKS ABUT ROADWAY WHERE THERE IS NO CURB, THICKEN WALK TO 6" IN 3`-O".
1. CURB AND GUTTER TO BE CONSTRUCTED IN 10 FOOT LENGTHS. NOTES: BASE COURSE 5. 1/2" EXP. JT. MATERIAL REQUIRED WHERE CONIC. SIDEWALK ABUTS CONC. STRUCTURE
2. 1 2" EXPANSION JOINTS SHALL BE PROVIDED AT INTERVALS NOT TO EXCEED 50 FEET, AT THE ENDS AND 1. A GROOVE JOINT 1" DEEP W 1 8" RADIUS SHALL BE REQUIRED IN THE 6, A SAYER TE JOINT
BLOC IONS W REQUIRED BETWEEN WALK AND ADJACENT PARALLELING CONIC. CURB.
W701COMPACTED MID -POINT OF RETURNS, AND ANY LOCATION WHERE THE NEW CURB AND GUTTER ABUTS OTHER CONCRETE CONCRETE SIDEWALK AT 5' INTERVALS.
7- COORDINATE JONT LOCATIONS WITH SITE PLAN
TO 95% MAXIMUM DRY STRUCTURES. 2. ONE 1/2" EXPANSION JOINT WILL BE REQUIRED AT 50' INTERVALS.
STANDARD PROCTOR 3. 5 FOOT LONG TRANSITIONS SHALL BE PROVIDED BETWEEN NORMAL GUTTER AND PITCHED GUTTER, UNLESS 3. A 1/2" EXPANSION JOINT WILL BE REQUIRED WHERE THE SIDEWALK JOINS AND
DENSITY
) OTHERWISE NOTED ON THE PAVING PLAN. RIGID STRUCTURE,
CONCRETE PAVING DETAIL 2'-011 CURB AND GUTTER SIDEWALK PAVING DETAIL STANDARD JOINT LAYOUT FOR CONCRETE SIDEWALKS
NTS A-8 NTS 8--8 NTS C-8 NTS D-8
RESERVED VAN
12" PARKING ACCESSIBLE FINISHED PAVEMENT
SEE SITE PLAN ACCESSIBILITY
FM7 /
HANDICAP HATCH -WHITE FOR ACTUAL 00 PARKING SIGN I
OD
DIMENSIONS (\/ , NOT TO SCALE
12" V Row
. a
HANDICAPPE HANDICAPPED
ONLY ONLY '
2" DIAMETER GALVANIZED POLE
OR APPROVED EQUAL
HANDICAPPED PARKING SPACES SHALL BE AS
4"INDICATE4" * +� SIGN ASOON THE SITE PLAN. PARKING REQU REQUIRED BY LOCAL ORDINANCE.
N0. 4 REINFORCING BAR
DOUBLE YELLOW LINE 4 z
to ' HEIGHT MAY BE REDUCED TO 60" WHERE SIGN
IS PLACED OUTSIDE PEDESTRIAN PATH. 6'-0"
FINISHED PAVEMENT / GROUND ELEVATION
NOTE:
SINGLE WHITE LINE 4" a
"LL HANDICAPPED- ACCESS.
CURB ANAPARKINC
FACILITIES SHALL CONFORM
GUTTER (TY- 0 STATE AND FEDERAL-_.�=.-R-_�
.D.A. GUIDELINES, WHICH
HALL TAKE PRECEDENCE
VER LOCAL ORDINANCE.
FINISHED PAVEMENT
STOP LINE -WHITE � 24" HANDICAPPED HAN"viC APP€D
8' 8SIGN FOR THE PHYSICALLY
HANDICAPPED - MINIMUM OF N0. 4 REINFORCING BAR
2' CLEARANCE FROM BACK
OF CURB (TYPICAL)
PARKING PARKING
TYPICAL PAVEMENT MARKINGS HANDICAPPED PARKING DETAIL PRECAST WHEEL STOP DUMPSTER PAD
NTS E--8 NTS F-8 NTs G-8 NTS H-8
SUBGRADE
SLOPE OR SHORING PER OS --TOP fi", 100% STANDARD
REQUIREMENTS PROCTOR 4
CLEAN (NO LARGER THAN 2") ' COMPACTED BACKFiLL IN 6"
HAND -PLACED, DENSELY COMPACTED ;`? PIPE ;, CATERS, 95% STANDARD Gam` �'(�(.,%b
BACKFILL TO 1'-0" ABOVE TOP OF PIPE:= O•D-- PROCTOR
MINIMUM COVER
HANDHOLER f 2'-0' FOR STORM DRAINAGE
)LIGHTING FIXTURE AS ""; 1 :P-
SPECIFIED BY OWNER TEMPORARY STORAGE
WALLS SHALL BE SLOPED AND/OR 3'-0" FOR WATER & SEWER -
SHEETING PROVIDED PER. OSHA
REQUIREMENTS BEDDED PIPE
BASE COVER POLE TYPE AS - 4w MULCH
CHAMFER EDGES SPECIFIED BY - - -`
ANCHOR BOLTS OWNER �_
a ;:- ' PLANTINGS FOR BIQRETENTION AREA
VARIES 2" MIN. HAND E)(CAVATED SU13GRADE 1r2OFPIPE0.D, 10
SHAPED TO. PROVIDE BEARING ALOND 1 MINIMUM 400 STEMS PER ACRE
24"+O.D. MAX
I ENTIRE LENGTH OF PIPE BARREL 12'+O.D. MIN. 3.0` SOIL MEDIA
-' tt NOTES: SBX SAND In TREES - LONGLEAF PINE
1 1. FOR USE WITH ALL DIP, RCP, AND VCP UNLESS CONDITIONS OF POOR OR SATURATED SOIL OR ROCK 10X FINES Z
ARE PRESENT. 4% ORGANIC SHRUBS - SUMMERSWEEi' CLETHRA
2. FOR PIPE- DIAMETERS 24" AND LESS, A = t"-D P-INDEX OF 20 SHRUBBY ST. JOHNSWORT
5,-0" 3. FOR PIPE DIAMETERS GREATER. THAN 24% A = V-6".
#4 BARS 4. HAND EXCAVATE TO CONFORM TO PIPE BARREL. DENSE HYPERICUM
12" O.C. ' 5. EXCAVATE AT PIPE BELLS SO BELL DOES NOT SUPPORT PIPE.
EACH WAY 6. TRENCH SIDE SLOPES SHALL BE IN ACCORDANCE WITH OSHA REQUIREMENTS. SUPPORT OR SHORE WHEN TRENCH { HERBACEOUS- WHITE WILD INDIGO
IS MORE THAN 5' DEEP AND B' LONG, BEGIN SIDE SLOPE, IF USED, APPROXIMATELY 18" ABOVE TOP OF PIPE. -t
7. BACKFILL OF TRENCHES SHALL BE ACCOMPLISHED IMMEDIATELY AFTER THE .PIPE IS LAID. COMPACTION SEASIDE GOLDENROD
3000 PSI REQUIREMENTS :SHALL BE ATTAINED BY THE USE OF MECHANICAL TAMPS ONLY.. EACH AND EVERY LAYER OF IN SITU SOIL TICKSEED
CONIC SACKFILL SHALL BE PLACED LOOSE IN 6" LAYERS AND THOROUGHLY COMPACTED INTO PLACE.
8_ UNDER NO CIRCUMSTANCES SHALL WATER BE PERMITTED TO RISE IN UNBACKFILLED TRENCHES AFTER THE
PIPE HAS BEEN PLACED.
24" 9. ALL MATERIAL SHALL HAVE AN IN PLACE DENSITY OF 100% TO A DEPTH 6" BELOW THE FINISHED GRADE OF
BACKFILL MATERIAL, AND 95% AT GREATER THAN 6' BELOW GRADE.
10. PAVEMENT USED TO REPLACE EXISTING PAVEMENT SHALL BE SIMILAR AND EQUAL r0 THE TYPE REMOVED.
11. FOR PIPE INSTALLED OUTSIDE EXISTING PAVEMENT BACKFILL TO EXISTING GRADE.
POLE MOUNTED AREA LIGHT PIPE LAYING DETAIL - TYPE I BIORETENTION CELL PLANTINGS FOR BIORETENTION AREA
NTs 1-8 NTS EEd NTS KT8 NTS L-8
REVISION/DATE/DESCRIPTION
NOTICE
THIS ARCHITECTURAL AND ENGI-
NEERINGDRAWINGISGIVEN 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-
.�`'`"1�
=`' . f � SEALy9�� fl'=
18079
`GINOti i**A
ENGNEERS PEAL + SK)NAtTiJF11w
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
TUAS Support Facility at
Fort Bragg
SCO File# 090802301
SHEET TITLE
DETAILS
KEY PLAN
DRAWNSY: NSR
CHECKED BY: WWD
PROJECT NO: 64-12810
DRAWING
C1.8
V
V