HomeMy WebLinkAbout65-04 Wilson Properties, LLC - General Office- Warehouse - Shawnee - Backfile (2)>_icn
40 0 40 120
SCALE: 1 " = 40 ft
5' PARKING SETBACK
55' STORM WATER ESMT.
5' PARKING SETBACK
GRADE AN EMERGENCY
SPILLWAY INTO POND BERM
LENGTH = 40'
ELEVATION = 706.80
8'-10"0 CMP
® 1.25%
INV. IN=705.10
INV. OUT = 705.00
INSTALL PERMANENT CULVERT -
INLET PROTECTION STONE
BERM -SEE DETAIL THIS SHEET
EX.
WETLANDS-2550 SF
P. /. N. 64-((5))-1
LE -ON W. ZARGENT
USE -VACANT
ZONE-D.-RA
i
PIN. 64-((A))-39
W/NCHESTER REGIONAL AIRPORT
USE -VACANT
ZONED.M1
PR. 2'0 SCH 40 PVC FM.
INSTALL GENERALLY AS SHOWN
PER FCSA SPECIFICATIONS.
40' TAPER TO 24' SECTION -
STANDARD VDOT CG-7 AND PR.
ASPHALT TO END AT RADII RETURNS
USE VDOT STANDARD PVMT. SECTION
1 1_/2 " SM-12.5A
3" BM-25.0
8" TYPE 1 21B AGGREGATE
* INSTALL CG-12A Rt1MPS
PER VDOT INSPECTOR
\ 2" CHECK VALVE
APPROX. LOCATION OF S�s` O� •��
EXISTING ENTRANCE
ALL PROPOSED UTILITIES FOR THIS SITE
ARE TO BE PLACED UNDERGROUND
SEE SHEET 3 FOR ENTRANCE ROAD CONFIGURATION.
ADJUST THE GRADES OF THE ENTRANCE TO MATCH
EXISTING PAVEMENT AND TO PROVIDE 12" MINIMUM
COVER OVER PROPOSED ENTRANCE CULVERT.
TRAFFIC IMPACT @ AIRPORT ROAD
DATA SOURCE: ITE MANUAL, SIXTH EDITION
PARCEL A
LAND USE: 710 GENERAL OFFICE
PROPOSED GFA
= 1,000 SF
TRIPS BASED ON
1000 SF GFA:
WEEKDAY: 11.01
TRIPS
AM PEAK HOUR:
1.56 TRIPS
PM PEAK HOUR:
1.49 TRIPS
PARCEL B
710 GENERAL OFFICE
PROPOSED GFA
= 14,000 SF
TRIPS BASED ON
1000 SF GFA:
WEEKDAY: 11.01
X 14 = 154.14 TRIPS
AM PEAK HOUR:
1.56 X 14 = 21.84 TRIPS
PM PEAK HOUR:
1.49 X 14 = 20.86 TRIPS
150 WAREHOUSING
PROPOSED # OF
EMPLOYEES= 5
TRIPS BASED ON
1000 SF GFA:
WEEKDAY: 3.89 X 5 = 19.45 TRIPS
AM PEAK HOUR:
.55 X 5 = 2.75 TRIPS
PM PEAK HOUR:
.58 X 5 = 2.90 TRIPS
TOTAL FOR BOTH
PARCELS:
WEEKDAY: 11.01
+154.14 +19.45=184.60 TRIPS
AM PEAK HOUR:
1.56 +21.84 +2.75= 26.15 TRIPS
PM PEAK HOUR:
1.49 +20.86 +2.90= 25.25 TRIPS
F-f 6`•
APPROX. LOCATION OF
EXISTING ENTRANCE \
FCSA TO MAKE TAP
AND INSTALL LATERAL ACROSS RT.
645 TO PROPERTY LINE BY
JACK AND BORE METHOD.
(OPEN TRENCH METHOD TO BE USED -,)NLY
UPON FAILURE OF 3 JACK AND BORE
ATTEMPTS HAVE BEEN MET WITH RESISTANCE
ACCORDANCE WITH "SUBSEQUENT
SPECIAL PROVISIONS. SEE THIS
SHEET FOR PROVISIONS AND DETAIL)
STANDARD VDOT CC-11 ENTRANCE /
OKs Ao ticF ,/
'�No STF
F To O SA� so A
T
C} �pti
4fL<
WARP' PVMT. TO
MATCH CONC.
ADA SPACES (TYP.)
1 " TYPE K COP.LINE
1" METER
1" CORP. STOP
1"" TYPE K COP.LINE
1 METER
1 " CORP. STOP
40'-17"X13" CMPA ® 1
INV. IN =711.0
INV. OUT = 710.6
8"x6" REDUCER & FH ASSY.
(4)BOLLARDS PLACED 3'
FROM CENTER OF FH
ONTRACTOR TO FINALIZE
LOCATION AND SIZE OF
LIFT STATION PER OWNER.
SEE CONSTRUCTION NOTE 14.
PR. 4"0 SCH 40
P POSED BUILDING
1,0 sf-USE: OFFICE
HEIG = 12'
FF= 7 .04
PR. 4'
TURNDOWN
SIDEWALK
PR. CONC. WH
STOP (TYP.)
o °
°o
5'R
00. cP
5'R
15'
EXISTING TREES TBR
0
00.
-•��o\
8"0 WATER LINE
40'-17"X13" CMPA
Vol® 1.00%
INV. IN =709.8
INV. OUT = 70 .4
*14 'R
TAP BY F. .A.
F+
A EX EX W
TA
EX.
rAP
BENCHMARK: '
USGS MARKER ELEV = 712.10
P.1. N. 64-((A))-79
WINCHESTER REGIONAL AIRPORT
USE.•COMMERC/AL
ZONED. RA
DETAIL
THIS
�ccFSs\
�FS,yT
S SIDE
WALK(T)
BRL-
PIN. 64F-1-4
HERMAN RUBENSTE/N
USE -COMMERCIAL
ZONED. M1
PARKING SETBACK
EDGE OF GRAVEL
PR. 5' TURNDOWN
SIDEWALK
P.1. N. 64F-1-3
PR. GATE
DeBOnAIR DEVELOPMENT, LTD.
N•
e¢,S,
USE -COMMERCIAL
ZONE D.MI
PR. 6' BOARD FENCE (LOCATED 3' FROM PROPERTY LINE)
IX. GARAGE T.B.R.
2S9,Q�
PHASE 1
3�pp.
PROPOSED BUILDING
5,592 SF
HEIGHT = 32'
FF = 712.60
USE: OFFICE WAREHOUSE
\
1,320 SF 4,272 SF
PR. 5' TURNDOWN SIDEWALK,
R TO CONC.
S
Cb
AT PACESMT.
D �TAYTPC)
2 HC SIGNS TO
WOODLANDS=0.41 ACRES
BE MOUNTED ON
HASE 1
.00' TO PR. EOP
WILL
BOARD
TO EREQF'D
STORAGE AR
EXISTING FENCE
8
• 0FAF
---ZA
1155
FA
e�
srs�:R.��
Iff
.69
HATCHED AREA INDICATES
PRIME & SEAL PVMT.
PROVIDE NEW 1" TYPE K COPPER
WATERLINE AS REQ'D TO SERVE
EXISTING HOUSE AND PHASE 1
BUILDIING.
TE TREELINE
APPROX. LOCATION OF
EXISTING ENTRANCE
APPROX. LOCATION OF
EXISTING ENTRANCE
00'TO PR. EOP
APPRX. LOC477ON OF EX. 6' BOARD FENCE
-PR. CO
-5'+/- 4"0
SCH 40 PVC P. / N. 64F-1-2
PVC ® 2.00% MIN. DATALUX CORPORATION
PR. SAN. MH, RIM= 712.25 USE.•COMMERC/AL
-WET WELL ELEV.= 704t ZONED.MI
PROPOSED LIFT STATION
BY OWNER. SEE NOTE 14
CONNECT BLDG. SEWERS AS REQ'D
-PR. 6' BOARD FENCE, CONNECT
TO IX. FENCE AS REQ'D
LOADING AREA FOR
OVER -HEAD DOORS
PHASE 2 OFFICES AND PARKING
EX. 1 STORY BRICK DWELLING TO REMAIN
PHASE 2
FUTURE OFFICES/ PARKING
(SITE PLAN TO BE SUBMITTED AT A LATER DATE)
APPRX. LOCATION OF
EXISTING LIFT STATION.
SEE CONSTRUCTION NOTE 14.
FM GENERALLY AS SHOWN.
PROVIDE CHECK VALVE.
SEE DETAIL THIS SHEET G�
COUNTY INSPECTION DEPARTMENT
TO INSPECT INSTALLATION OF
NEW 2" FORCE MAIN
TURNDOWN SW(TYP)
FIELD FIT SIDEWALK
AS REQUIRED
P. /. N. 64F-1-1
GEORGE L. HENZEL
USE.•COMMERC/AL
ZONED. M1
GN
Pie
REMAINING SANITARY FORCED MAIN
PAST POINT OF PROPOSED ELBOW
TO BE ABANDONED UPON CONSTRUCTION
OF PHASE ONE.
2" CHECK VALVE
ALL ELBOW AS REQ'D
SANITARY SEWER FORCE MAIN DETAIL
NOT TO SCALE
Q
w
Q
w
O
Z
Q
o
O
O
a
V)
LLJ
O
Q
Ld
(1-
O
Q
w
J
• U
U Z
� W �
WaLLJ •
� o
W Z
CL
a O
U
a o l Y
L4j W
� 3w
3
w
O
D'
CL
■
V
J _
■ O N tO
N O U
/� ON �r"
V/ �N ��
I
04 N
N (D -
0 O � (D �
W o�°
1 a) N
3 c U
O � O
W �'���0
Z �CI--``E
w
I�I
0
Zw
J w
�w
V)
O o IZ
o{�'0�Z,TH OF yr��
L) JOHN C. S 9
10.21
Orp�sG�
ZONAL _
DATE:
SURVEY:
16JULY04
AERIAL
SCALE:
DRAWN:
1 "=40'
PLC
C.I.:
JOB NO.:
NA
9908023
DWG:
SHEET:
;P-REV3-BASE 1 /1
i I i
W
z�
c� `
�?
m�
ncj
_a
c
i
'U7