SW6191005_Plan (Ex. Conditions)_20191107

1
FOR OFFICIAL USE ONLY
2
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cIRRIGATION / 4CA
/ / / / / ( / / / / •• \ \ 6" CA C
CONTROL VALVE
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,'ELEC OUTLET • Co
'=
WIND SOCK:_: "
/ O� - ASPH .:>2:9'7{:
>EOI 9.1PARKING LOT -
/
_>%__299.0 ...._.;.\
28 O+ -/ /
J / �299.5
J C`
5655 0 301.4' , • 0 , 0:: 00. t C'
6 PL
7" PL () 0 g- /5'
293.9` " / /+298.2'. f CONIC, 301.8'I
/IN + 301'.8 /
.S .
iti a,� / �0 \ \ .,° ' • ,• / tip, / � l2
of
302.
O G • // 3 GF 301n.
_
IRRIGATION 5" PL •• �30� 5001 \
CA ERA
POLE / CONTROL VALVES \\ - - _ - - - - - ` FOOTBRIDGE
20
ELEC Ul
G / / / 5" P �oR' 0 \I SEEM( IAL \ I ELEC OUTLET
/ \
klN/
I I ELEC OUTLET .3'
\ 303.1'
18" PLI oCA
\ELEC OUTLET
6 �, � h \\ _ - �' IRRIGATION
309.5' \ �� 10 i ELEC OUTLET CONTROL VA
j \ I I 1 304.4 s
O. \ I 1 , `
I 4.4'
f 5656 307.3'
307.4'
\ 306.7'
SHEET NOTES:
1. THE INFORMATION SHOWN HEREON IS BASED ON
ACTUAL FIELD SURVEYS BY STANTEC. THE MAPPING IS
A COMPOSITE OF SURVEYS DATED 20 NOV 2006,12 JUNE
2012, 7 MAY 2014, AND 7 MAY 2018.
2. PROJECT NORTH IS NC GRID (NAD '83 NSRS 2011) BASED
ON GPS. ELEVATIONS ARE NAVD '88.
3. THIS MAP DOES NOT VERIFY THE EXISTENCE OF, NOR
CERTIFY THE LOCATION OF ANY JURISDICTIONAL
WETLANDS THAT MAY EXIST ON OR NEAR THE
PROPERTY.
4. FOR A MAJORITY OF THE SITE, UNDERGROUND UTILITIES
WERE MARKED ESPECIALLY FOR THIS SURVEY.
NUMEROUS UNDERGROUND UTILITY LINES EXIST ON
THIS PROPERTY AND INCLUDE WATER, IRRIGATION,
SANITARY SEWER, STORM SEWER, ELECTRICAL, GAS,
COMMUNICATION, TELEPHONE, CABLE TELEVISION AND
OTHERS. EVERY ATTEMPT WAS MADE TO LOCATE
UNDERGROUND UTILITIES; HOWEVER, THERE IS NO
GUARANTEE THAT ALL UNDERGROUND UTILITIES WERE
LOCATED. UTILITIES SHOWN PER GIS (IF ANY) ARE
APPROXIMATE. GIS DATA IS FROM THE FORT BRAGG GIS
DATABASE. CONTRACTOR SHALL FIELD VERIFY THE
LOCATION OF ALL EXISTING UNDERGROUND UTILITIES
PRIOR TO START OF ANY CONSTRUCTION WORK.
5. CONTRACTOR SHALL FILE A SERVICE REQUEST TO FORT
BRAGG DPW AT
910-396-0325 TO OBTAIN A DIGGING
PERMIT(S) PRIOR TO DIGGING.
6. THE FOLLOWING CONTROL POINTS HAVE BEEN
ESTABLISHED BY SURVEY CREW:
5000
5001
5653
60d NAIL
60d NAIL
60d NAI L
N= 510,512.26'
N= 510,695.33'
N= 510,512.26'
E= 1,976,702.17'
E= 1,976,593.96'
E= 1,976,702.17'
EL= 304.39'
EL= 301.39'
EL= 304.39'
5654
5655
5656
60d NAIL
60d NAIL
REBAR
N= 510,852.73'
N= 510,813.06'
N= 510,537.46'
E= 1,976,692.79'
E= 1,976,304.69'
E= 1,976,353.89'
EL= 297.85'
EL= 299.55'
EL= 311.94'
6522
6523
6756
60d NAIL
60d NAIL
60d NAI L
N= 510,899.64'
N= 510,964.01'
N= 510,964.01'
E= 1,976,638.45'
E= 1,976,563.48'
E= 1,976,563.48'
EL= 297.11'
EL= 294.60'
EL= 294.60'
6855
60d NAIL
N= 510,685.38'
E= 1,977,010.16'
EL= 296.56'
\, a • ,5000
1 EXISTING CONDITIONS PLAN
VF101 SCALE: 1 "=40'
ABBREVIATIONS EXISTING
A
O
ASPH
ASPHALT
OHE
C
P
CHL
CHAIN LINK
PVC
CMP
CORRUGATED METAL PIPE
CONIC
CONCRETE
R
OVERHEAD ELECTIC
POLYVINYL CLORIDE
STORM DRAIN: SANITARY SEWER:
SD A-1
DI
TOP=292.8'
INV=285.7'
24" RCP SE
INV=284.9'
24" RCP NW
SD A-2
DI
TOP=295.0'
I NV=289.6'15"
RCP E
INV=288.5'
24" CMP S
INV=288.1'
24" RCP NW
SD A-3
DI
TOP=296.1'
INV=291.7'
18" CMP SE
INV=291.0'
24" CMP SW
INV=290.8'
18" CMP NW
INV=289.7'
24" CMP N
� 00.0'
300.
+ 300.6' 99.8'
\ PROJECT LIMITS OF
CONSTRUCTION, TYP.
I + 301.2'
DI
TOP=300.2'
INV=297.7' 18" CM
E
RCP
REINFORCED CONCRETE
EHH
ELECTRIC HAND HOLE
PIPE
ELB
ELECTRIC BOX
RET.
RETAINING
ELEC
ELECTRIC
EMIR
ELECTRIC METER
S
F
SD
STORM DRAIN
FH
FIRE HYDRANT
SDMH
STORM DRAIN MANHOLE
G
SAN
SANITARY SEWER
SSMH
SANITARY SEWER
GIS
GEOGRAPHIC
MANHOLE
H
INFORMATION SYSTEM
T
HC HANDICAP
I
INV. INVERT
L
LP LIGHT POLE
THH TELECOMMUNICATION
HAND HOLE
TRANS TRANSFORMER
U
UGE UNDERGROUND ELECTRIC
UNK UNKNOWN
SD A-4
DI
TOP=296.0'
INV=291.0' 18"
CMP SE
SD A-5
HEADWALL
INV=292.0' 24"
CMP NE
SD A-6
DI
TOP=297.0'
I NV=293.8' 12"
PVC E
INV=293.0' 18"
CMP NW
SD A-7
SDMH
TOP=304.43'
INV=295.8' 6" PVC SE
I NV=293.8'12"
RCP SW
EXISTING LEGEND-
0
SURVEY CONTROL P\OINT
H/C
HANDICAP RAMP
SIGN
FLAG POLE
O
BOLLARD/POLE
ID
TELEPHONE/COMM JUNCTION
C-GIS
COMM LINE BY GIS
LIGHT POLE
LIGHT
❑
ELEC JUNCT/HANDHOLE
UGE
UNDERGROUND ELECTRIC LINE
OHE
OVERHEAD ELECTRIC LINE
E-GIS
UNDERGROUND ELECTRIC BY GIS
�-
FIRE HYDRANT
IFDC
FIRE DEPARTMENT CONNECTION
►�
WATER VALVE
/
0 6855
/ 95.2'
INV=294.2'
18" CMP
Y
SSMH A
TOP=299.64'
INV=279.5'
8"
PVC SE
INV=279.5'
8"
PVC E
INV=279.5'
8"
PVC NW
SSMH B
TOP=299.82'
INV=279.7'
UNK PVC NE
INV=279.2'
8"
PVC SE
INV=279.1'
8"
PVC NW
SSMH C
TOP=298.37'
INV=279.2'
8"
PVC NE
INV=278.6'
8"
PVC SE
INV=278.5'
8"
PVC NW
SSMH D
TOP=295.04'
INV=278.7'
6"
PVC NE
INV=277.4'
8"
PVC SE
INV=277.4'
8"
PVC NW
G RAVE L
............ �., _ "
+ 295. ......_-
\ \
•
• =//296.0' �1
2QG�5
W4
POST INDICATOR VALVE
WL
WATER LINE
W-GIS
WATER LINE BY GIS
O
SANITARY SEWER MANHOLE
0
SANITARY SEWER CLEANOUT
SS
SANITARY SEWER LINE
SS-GIS
SANITARY SEWER LINE BY GIS
SD
STORM DRAINAGE LINE
DI
STORM DRAINAGE INLET
O
STORM DRAINAGE MANHOLE
SSMH E
TOP=294.98'
INV=289.4' 8" PVC NE
INV=277.0' 8" PVC SE
INV=277.0' 8" PVC NW
SSMH F
TOP=298.6' (NAVD 88)
THE LOCATION OF
THIS
MANHOLE IS FROM A
MARCH 2O05 SURVEY
BY THIS OFFICE. THE
MANHOLE WAS
SEARCHED FOR IN
THE MOST RECENT
SURVEY AND NOT
FOUND.
EXISTING TREE LEGEND:
C
CEDAR
CA
CRABAPPLE
CM
CREPE MYRTLE
E
ELM
H
HOLLY
LC
LEYLAND CYPRESS
0
OAK
PL
PLUM
P
PECAN
RS
ROSE OF SHARON
UNK
UNKNOWN
\ RIRRAP PATTERN
\ \\����ICIAI�ii"/
HEDGE ROWo�
_ � .•moo ti •. -9
�^^�^ LANDSCAPED AREA BORDER = • �z SEAL
HARDWOOD TREE 49
/ GIN
PINE TREE
N F ... sP \.
��11111����8\23\2099
40' 0 40' 120' PERMIT SET
1"=40' FOR OFFICIAL USE ONLY
CORRECTED 100% SUBMITTAL
(Mill
US Army Corps
of Engineers®
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1
FOR OFFICIAL USE ONLY
PROTECT EXISTING
PARKING LOT
REMOVE WIND SOCK
(BID OPTION 1) ••
/ 00
REMOVE SIDEWALK
SD A-1 `4
SSMH E
it
SD A-7
P�
POSSIBLE
JUNCTION
BOX
o
H/C 6756
\ P� s
411 M
S D A-
SSMH D S
I_--- BLAST V
COURTYARD
N�K. //!i� M
�� O ;'»A-3
TYP. BID OPTION 1
C
S [+�.
o „ 4 V
i
• 6 CA 11
S
5 o
� 65 �
11
-- 4 C M ..., o
G
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8 R S
O SC S� 11
o �� J
11 11 A
4 C'
AND VEGETATION, TYP. 5 • "C:M���OAll f
C OUTLE _ �'' 'REMOVE AND REPLACE
(BID OPTION 1) 00�
SOCKz s ASPH 23" O IN
HEDGEROW/
• EOI _"_' SD A-5 i LANDSCAPING KNEE WALL
REMOVE LIGHT,
• PROTECT EXISTING =____" .<-
TYP. (BID OPTION 1) C PARKING LOT (BID TO EDGE OF NEW SIDEWALK
�o OPTION 1) A-6b-sD SSMH C
w
REMOVE CONCRETE U �,�, G
RETAININ N
BID OPTION 1 ol
,P' ,r`� 3 O ,
SSMH B
Q
tirn �
•0 55 '0 �� 30 0 s B LAST WAL
REMOVE WATER (IRRIGATION), .,,..2 0
611 P L S 11 � � 11
, , 2 9" O
TYP. (BID OPTION 1) 77/+`��J 5110 (iG
.S
•
f H" :. U • G.
SM
10O PROTECT TREES S
S
O
-
,
FH
� s 24 0:.:
S
TO REMAIN, TYP. ,::ASPH s
PIV
DC'
C) C) G `5� EXISTING HANDHOLE " 0 ►.
z
\ ♦ ' V 11
/ ►�
G
o ` TO REMAIN .�•" 29 O
G�
N
T
9 !�
0
G�
O
H
N \ 2 REMOVE ASPHALT
PAVEMENT IN ORDER �� G
22110 2 G)
O O p Go �/ TO INSTALL CURB AND ;
o LEC OUTLET
c! w • -o
W p -9� GUTTER,TYP.
/
.�
11
i�
REMOVE LIGHT AND 5" PL o • REMOVE LANDSCAPING 02 <0 0 5001 ti 27" O
ELECTRIC LINE BY C'r .RA / REMOVE CONCRETE �o 41, G
SUS, TYP. (BID PC� REMOVE SIDEWALK,
411 LC
O G Oo >�� FOOTBRIDGE DITCH (BID OPTION 1) � �26 O 4 O
OPTION 1) O 511 P
„ • • < TYP.
\\G
1C • PROTECT MEMORIAL 0 01
ELEC OUTLET
ao� ao 18„ C STONE (BID OPTION 1) >
�
• �1• ELEC T T -711 1 1w11Z
REMOVE TREE, TYP. (SEE 5„ P MEMORIAL ELEC OUTLET REMOVE TREE, TYP. ; . :>.: 27
NOTE 3) (BID OPTION 1) 2STONE (SEE NOTE 3)
11
5" P
0 ELEC OUTLET GL �l
" " 711 E O
8 11 PL ELEC OUTLET <0
G 611 P �o � HEADWALL 0
PROJECT LIMITS OF • 18V MP 7'
�\ ELEC OUTLET C
CONSTRUCTION, (TYP.) __>_=`i�'a
REMOVE WATER IRRIGATION �
❑" s 4 Q 4„ CM OQ�
5, M G
ASPH. °- 411 GMa�6„°UNK 10" H P
F cs'5" UNK0
o .
5
4
5
_ .:..:...... .... .
........ .CA -::..:..:.6...... ...... ...... ....- ...:._..:.._..:.._..:.._:._:.:. s '
COURTYARDCA CAP IRRIGATION „ .
P
WATERLINE (BID C�
4
OPTION 1) 'CA
uIv p 8„
REMOVE ELECTRIC
IRRIGATION CONTROL
LINE AND VALVES, TYP
REMOVE WATER
BY ASUS, TYP.
SEE NOTE 10
REMOVE STAIRS AND BUILDING
SEE ARCHITECTURAL PLANS,
TYP.
dLuG 0190M
FFE=304.80
REMOVE SANITARY
SEWER BY ASUS,
TYP.
L ADING
DOCK
ol
SHED
,DING
DOCK
TAN
RELOCATE FREEZER, COORDINATE
LOCATION WITH COR
REMOVE GRAVEL PARKING AREA
TO 8" DEPTH IN ORDER TO INSTALL
CONCRETE DUMPSTER PAD
EXISTING FUEL
TANKS, SEE NOTE 9
� � � � � � �v
GRAVEL
RASS
•
GROUND FUEL
` NA ABANDONE
CONC PLA
` a P GRA EL `S C REMOVE AND REPLACE
1
5
-G -G ASPHALT PAVEMENT ONLY IF
P L
� A F S
5 �5
� INSTALLING WATERLINE BY
SSMH F IS
PEN T TRENCHING �o O CUT
1,
20
ASPH
•
2011 • REMOVE LANDSCAPE
ASPH
20" �1zz" Cj�G- • - HEDGE AND GRASS AREA
5653 O �-
16 4 REMOVE FENCE
C)
=294.4'
REMOVE LIGHT POLE AND
O �� S _''">-'0 6855 ELECTRIC LINE BY SUS, TYP.
s, J%2 REMOVE HEADWALL AND CONCRETE APRON AND
12" CMP \N " REPLACE WITH DROP INLET. EXISTING STORM DRAIN
INV=297. INV=294.2' PIPE TO REMAIN. SEE GRADING PLAN SHEET CG103.
GCS 18" C M P
RELOCATE LIGHT
OP=29
s POLE BY SUS
PROTECT TELECOMMUNICATIONS
CONDUIT
PROTECT LIGHT PROTECT FIRE
A,. u • " POLE, TYP. HYDRANT, TYP.
REMOVE STORM DRAIN
•• CULVERT
RELOCATE LIGHT
f
TYP. (BID OPTION 1) ,00 pow • POLE BY SUS
S
• /
5656 • RELOCATE SIGN
Oo •• DI TREE PROTECTION
> TOP=300.2' FENCE, TYP. ADJ. TO NEW HANDICAP
• INV-297.7' 1 MP RAMP SEE CS401
REMOVE AND REPLACE
REMOVE AND REPLACE ASPHALT PAVEMENT ONLY IF
CONCRETE DITCH ONLY IF INSTALLING WATERLINE BY
INSTALLING WATERLINE BY OPEN CUT TRENCHING (BID
OPEN CUT TRENCHING (BID OPTION 1)
OPTION 1)
NOTES:
1. PROJECT LIMITS OF DISTURBANCE AREA = 98,100 SF, 2.25 AC.
2. NO LAND DISTURBANCE IS TO TAKE PLACE UNTIL SEDIMENT
AND EROSION CONTROL MEASURES ARE IN PLACE, INSPECTED,
AND APPROVED BY FT. BRAGG WATER MANAGEMENT BRANCH
AND NCDEQ.
3. CONTRACTOR TO REMOVE STUMPS AND ROOTMAT.
CONTRACTOR TO REPLACE PINE TREES PER FT.BRAGG
REPLACEMENT SCHEDULE, COORDINATE ONSITE AND OR
OFFSITE LOCATION WITH CONTRACTING OFFICER.
4. EXISTING MANHOLE LIDS, VALVE BOXES, ETC. TO REMAIN
SHALL BE PROTECTED DURING CONSTRUCTION AND
ADJUSTED IF REQUIRED TO MATCH FINAL GRADE.
5. EXISTING TREES AND VEGETATION TO REMAIN SHALL BE
PROTECTED TO THE GREATEST EXTENT POSSIBLE.
6. EXISTING ROOF DRAINS AND UTILITIES (WATER, IRRIGATION,
SEWER, ELECTRICAL, COMMUNICATION, ETC.) SHALL REMAIN IN
SERVICE UNTIL REROUTED ROOF DRAINS AND UTILITIES ARE
INSTALLED, TESTED, AND IN SERVICE PRIOR TO ANY UTILITY
DEMOLITION. COORDINATE ALL ROOF DRAIN AND UTILITY
DEMOLITION WITH SOTF, ASUS, AND SUS.
7. ALL CONCRETE AND ASPHALT PAVEMENT TO BE REMOVED
SHALL BE SAWCUT TO LEAVE A CLEAN, NEAT EDGE.
8. THE INFORMATION SHOWN HEREON IS BASED ON ACTUAL
FIELD SURVEYS BY STANTEC. THE MAPPING IS A COMPOSITE
OF SURVEYS DATED 20 NOV 2006,12 JUNE 2012, 7 MAY 2014,
AND 7 MAY 2018.
9. EXISTING FUEL TANKS ARE ABANDONED IN PLACE WITH
FLOWABLE FILL. CONTRACTOR SHOULD ANTICIPATE FULL
REMOVAL OF EACH TANK AND REPLACE WITH ADEQUATE
BACKFILL PER SPECIFICATIONS
10. PRIOR TO FIRE LINE DEMOLITION BY ASUS, TEMPORARY
SPRINKLER CONNECTION MUST BE MADE. SEE NOTE 16 SHEET
FX001.
OVERALL SITE/CIVIL DEMOLITION PLAN
SCALE: 1 "=40'
11.FOR A MAJORITY OF THE SITE, UNDERGROUND UTILITIES
WERE MARKED SPECIFICALLY FOR THIS SURVEY. NUMEROUS
UNDERGROUND UTILITY LINES EXIST ON THIS PROPERTY AND
INCLUDE WATER, IRRIGATION, SANITARY SEWER, STORM
SEWER, ELECTRICAL, GAS, COMMUNICATION, TELEPHONE,
CABLE TELEVISION AND OTHERS. EVERY ATTEMPT WAS MADE
TO LOCATE UNDERGROUND UTILITIES; HOWEVER, THERE IS NO
\1111111///
GUARANTEE THAT ALL UNDERGROUND UTILITIES WERE CARp
......... </
LOCATED. UTILITIES SHOWN PER GIS (IF ANY) ARE
APPROXIMATE. GIS DATA IS FROM THE FORT BRAGG GIS = SEAL
DATABASE. CONTRACTOR SHALL FIELD VERIFY THE LOCATION = 49 -
OF ALL EXISTING UNDERGROUND UTILITIES PRIOR TO START ���'�NcIN
OF ANY CONSTRUCTION WORK. N '%,�F4 SP
/ 0 0 1 Ili 1 0 "8/23/2099
40' 0 40' 120' PERMIT SET
1 "=40'
US Army Corps
of Engineers®
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