HomeMy WebLinkAbout024-96 Johnny Blue Inc. - Portable Toilet Systems - Stonewall - BackfileII
ou
N
��
p
iu
'R
G OLLE
nri
r
u
II
n
Nf
�
Star Fort Site
PER
hwukl -
STON WALL ,
INDU TRIAL 61
Z.
_.-A1C6gf\N
LOCATION MAP
1" = 2000'
FORT COLL
NDUSTRIAL ES
xit
SANITARY M.H.(G-3)
TOP=706.79
INV.IN=695.10
INV.OUT=695.04
N/F
CROWN, CORK, SEAL CO., INC.
DB. 256 PG. 600
ZONED M-1
USE: COMMERCIAL
P.I.N.43-4-A
EROSION AND SEDIMENT CONTROL NOTES:
1. TEMPORARY AND PERMANENT EROSION CONTROL STRUCTURES AND METHODS
ARE TO BE IN ACCORDANCE WITH THE *VIRGINIA EROSION AND SEDIMENT CONTROL
HANDBOOK.
2. ALL EROSION CONTROL STRUCTURES SHOWN OR AS REQUIRED DURING CONSTRUCTION,
SHALL BE CONTINUOUSLY MAINTAINED THROUGHOUT THE PERIOD IN WHICH AREAS ARE
DENUDED.
3. NO AREA IS TO REMAIN DENUDED FOR MORE THAN 21 DAYS WHEN CONSTRUCTION
IS NOT IN PROGRESS. ALL AREAS DISTURBED BY NEW WORK ARE TO BE HYDROSEEDED
IMMEDIATELY UPON FINAL GRADING.
SF SILT FENCE
SANITARY M.H.(G-4)
TOP=707.63
INV.IN=696.04
INV.OUT=695.94
N/F
SIMON P. NEWLIN
DB. 483 PG. 1
ZONED M-1
USE: HEAVY COMMERCIAL
P.I.N. 43 `19 - 6
-7no
IbUILUINv
NOTES:
1. HORIZONAL DATUM IS ASSUMED.
2. VERTICAL DATUM WAS DETERMINED FROM THE FOLLOWING SANITARY
SEWER STRUCTURES:
G-3.......... INV.= 695.06
G-4..... ..... INV.= 695.94
3.) BOUNDARY AND TOPOGRAPHIC INFORMATION SHOWN HEREON WAS DETERMINED BY
A FIELD RUN SURVEY PERFORMED BY EBERT AND ASSOCIATES ON
5/1/96.
4.) NO TITLE REPORT FURNISHED.
5.) TAX MAP #43-((19))-8
W
z
o
t
,1I
0
I
�
c~n
+'I
o'
`n
+ 713.24
O N
N/F
w
INDUSTRIAL DEVELOPMENT
I
z;w
c/o Z & M SHEET METAL
00
c~n LiDB.
483 PG. 66
Q
ZONED M-1
°-
USE: COMMERCIAL
Cn o
P.I.N. 43 - 19 - 9
t
N
LLJ
Lj
cj
>
Li
/1,
�
Ln
Ln I
CLd
ONC.
0CURB
i
J C)
N/F
\ NOTE:
ENTRANCE To BE PAVED
DAVENPORT INSULATION
MTH
2" SM-2A AS HALT CONCRETE DB. 502 PG. 165
SEE
DETAIL
ZONED_
REPLACE ANY
BROK N OR
USE
CRACKED CURB & UTTER
P.I.N. 43 - 19 - 10
CONC.
CURB
�12
2" SM-2A
ASPHALT CONCRETE
6" #21A TYPE I
AGGREGATE BASE
DEVELOPER:
L & L BUILDERS, INC.
225 LENOIR DRIVE
WINCHESTER, VA. 22603
(540) 662 - 5030
COMPACTED
SUBGRADE
FAR CALCULATIONS:
1. EXISTING BUILDING: 1200 S.F.
2. PROPOSED BUILDING ADDITION: 900 S.F.
3. LOT AREA: 43,560 S.F.
FAR RATIO = 2100 S.F. / 43,560 S.F.
= 0.05
PARKING CALCULATIONS:
1. OFFICE AREA: 900 S.F.
2. REPAIR SHOP/MAINTENANCE AREA: 1200 S.F.
3. 1 SP. REQ'D/250 S.F. OFFICE ..... 900 S.F./250 S.F. = 4 SPACES
3 SP. REQ'D/4 EMPLOYEES .... 4 EMPLOYEES MAX. = 3 SPACES
TOTAL SPACES REQ'D = 7 SPACES, PLUS 1 HANDICAPPED SPACE
WOOD STOCKAD
FENCE - 6' HI(
TREATED 4 x
POS
TRASH DUMPSTER ENCLOSURE
D ETAI L
(NOT TO SCALE)
�u�,FwE� By
�.$.g1/,
PAVED HANDICAPPED PARKING
AREA DETAIL
(NOTTO SCALE)
13.0'
:: �-'6-2- (�- � ('
APPROVED BY THE ZONING ADMINISTRATOR
20' 40'
0
w
CI-
0
00
a
o
I
• r'+
o
cn
rn
QooU)
c�
U
o
Z
z N xQ I
`Lo
m
00
U > r-) I
b
(.n CD ct� N •—
mLW
w
w LL_
0
o1
i-
W
in
x
o
d
z
z
Ln
0
0
Q0
(n
00
w
w
�
IW
0
00
(�o
0
�
C�
N
0
(�
Q
w
Ln
J>
cD
_
>
co
W
ry
W
w
_z
0
3:
z
�
0
z
F-
::D
�
O
�
�
U
Q
0
W
�
�
zUc�nwN
u
N
—z�>
cr
—
(n
W
�
�
W
W
Q
W
m
>
w
ry
ry
0
Iw
I-
w
I1-
z
w
w
I—
U
Q=mom
_
Q
O
U
N
z
o
W
IZ
f—
<
W
z
0
cn
REVISIONS
DATE: 6/5/96
JOB #8-6-0038
DWG.: FKP
DATE: 5/8/96
SCALE: 1" =20'
1 OF 1
a
�%
u
o ii
�
�N
it
N
OR
Y
G LL F
P
�Y
�y
T
0
1
o
Star Fert Site
INDUSTRIAL
`S 17
SANITARY M.H.(G-3)
TOP=706.79
INV.IN=695.10
/ INV.OUT=695.04
WERIM
FORT COLLIE
NDUSTRIAL ESTI
€. qv, 11 I % 1-12300
LOCATION MAP -
1" = 2000'
11mill\fim
N/F
CROWN, CORK, SEAL CO., INC.
DB. 256 PG. 600
ZONED M-1
USE: COMMERCIAL
P.I.N. 43 - 4 - A
.,
N/F
SIMON P. NEWLIN
DB, 483 PG. 1
ZONED M-1
USE: HEAVY COMMERCIAL
P.I.N. 43 `9 - 6
708
+ 706.67
`R 40' 29' 28" W
CHAIN LINK FENCE
IPF
+ 706.97
P/P 20' SURFACE DRAINAGE EASEMENT
-}- 7os.3
3 w - - - --
' c� w
a �
NOTES: c°� o Cn
Lj m
I
1. HORIZONAL DATUM IS ASSUMED. o� o
2. VERTICAL DATUM WAS DETERMINED FROM THE FOLLOWING SANITARY 'U w ¢
SEWER STRUCTURES: w I o
G-3.......... INV.= 695.06 -6j c� o
m 1z z Cn�`nLn
G-4.......... INV.= 695.94
3.) BOUNDARY AND TOPOGRAPHIC INFORMATION SHOWN HEREON WAS DETERMINED BY c Z711"' x I
A FIELD RUN SURVEY PERFORMED BY EBERT AND ASSOCIATES ON m
3 wao
5/1/96. ,.d '� U > °°
• 4.) NO TITLE REPORT FURNISHED. o C/'
z CDck:�Cw
5.) TAX MAP #43-((19))-8
It
w
w c
Z(Do
w L0
W Of w Q ~
FAR CALCULATIONS: Ln
x o -
1. EXISTING BUILDING: 1200 S.F.
2. PROPOSED BUILDING ADDITION: 900 S.F.
3. LOT AREA: 43,560 S.F.
alp FAR RATIO = 2100 S.F. / 43,560 S.F.
= 0.05
NMI
1901111111110
+- 709.16
LOT 8 ------
EVERETT G. EMERSON + 7o7.sa
DB. 483 PC. 6
N b) ZONED: M-1
N STONEWALL DISTRICT
P.I.N. 43 - 19 - 8
+ 705.06
OUTDOOR STORAGE AREA o�
+ 707.23 43560 SQ. FT. m
co
m 1 00 ACRES
+- 703.15
EROSION AND SEDIMENT CONTROL NOTES:
1. TEMPORARY AND PERMANENT EROSION CONTROL STRUCTURES AND METHODS
ARE TO BE IN ACCORDANCE WITH THE VIRGINIA EROSION AND SEDIMENT CONTROL
HANDBOOK.
2. ALL EROSION CONTROL STRUCTURES SHOWN OR AS REQUIRED DURING CONSTRUCTION,
SHALL BE CONTINUOUSLY MAINTAINED THROUGHOUT THE PERIOD IN WHICH AREAS ARE
DENUDED.
3. NO AREA IS TO REMAIN DENUDED FOR MORE THAN 21 DAYS WHEN CONSTRUCTION
IS NOT IN PROPRESS. ALL AREAS DISTURBED BY NEW WORK ARE TO BE HYDROSEEDED
IMMEDIATELY UPON FINAL GRADING.
SF SILT FENCE
w
U
z
w
w
Y
Z �
I z
i
SANITARY M.H.
T=708.12
IN N=703.07
INV. UT=700.39
6" )6S
O
U a:
7
w � +07.E
TED
RIPRA
INSTALLED
�p8 SF LIN FENCE
WATER
SPIGOT --.- -�•°-� �•�
1
IRF,
>>2 % SCUPPER '
J DRAIN
GATE, +710.62
GRAVEL
SPHA.07 PROPOSED BLDG. MOUNTED
4" STUB "DUSK -TO -DAWN" MERCURY
UB �A -� w VAPOR LIGHT (10 FT. HIGH- GRAVEL
1---GRAVEL
��11p, � (NPI PARKING GRASS
`SF � SEE
I C" GRAVEL
---------
GRASS \"DUSK-T
STING BLDG. MOUNT U
DAWN" MERC RY
OR LI HT (10 FT. H H)
+- 706.38
PROPOSED TRASH -
co �
ap DUMPSTER ENCLOSURE
6' HIGH STOCKADE FEI (
N (SEE DETAIL
0'
O
AREA
40, ' HANDICAPPED
PARKING SIGN
709.35
INV.=708.04--
EXISTING
0
METAL
PROPOSED
BUILDING
METAL
(TYPICAL) �
Z r'
12 FT. HIGH
BUILDING
L ;
p J GAE�� A-r
SHOP/MAINTENANCE AREA
12 FT. HIGH
Q
V) PLA_j'r'i,Jc,
OFFICE
20.0�
GRAVEL N '
� �
40.2'
75.00' -.
---------
_ f
O
N WELL � 6 -f- 710.80
IRF__--- . ^-.. .% - P T P!_ArJT;rJG
200.00'
S 40' 29' 2 E
SANITARY M.H.(G-4)
TOP=707.63
INV.IN=696.04
INV.OUT=695.94
/P
N/F
LOURAIN LIPSCOMB, C/O LIPSCOMB RENT
DB. 836 PG. 609
ZONED �,_,C��
`
USE: CO AL
P.I.N. - - 5
+ 709.56
0&
0
cn
,I o
O
a
I O
,I o
1pO
Ln
+ 713.24
I
O cV
N/F
M
w I
INDUSTRIAL DEVELOPMENT
z
w
c/o Z & M SHEET METAL
CD
N
DB. 483 PG. 66
`J o
Q
ZONED M-1
L
USE: COMMERCIAL
Z
�n
wo
P.I.N. 43 19-9
w
Li
707. 6 -
w
O
L I
L
orf
�ONC.
L
CURB Z
.GlJ7TEi?_ LAJ 0
__j of
N/F
NOTE: ENTRANCE T� BE PAVED
DAVENPORT INSULATION
WITH 2" SM-2A ASPPHALT
CONCRETE DB. 502 PG. 165
CD
00
x
O (SEE DETAIL)
M
ZONED M-1
REPLACE ANY BROK�N
0R
USE: COMMERCIAL
N
CRACKED CURB &
JUTTER
P.I.N. 43 '' 19 - 10
CONC.
CURB
4 i U7rE
'PVIIII�Tli 0
o
8 TRACY A. FARRAND
+- 712.05
0" CMP
0
I�
2" SM-2A
ASPHALT CONCRETE
6" #21 A TYPE I
AGGREGATE BASE
COMPACTED
SUBGRADE
DEVELOPER:
L & L BUILDERS, INC.
225 LENOIR DRIVE
WINCHESTER, VA, 22603
(540) 662 - 5030
PARKING CALCULATIONS:
1. OFFICE AREA: 900 S.F.
2. REPAIR SHOP/MAINTENANCE AREA: 1200 S.F.
3. 1 SP. REQ'D/250 S.F. OFFICE ..... 900 S.F./250 S.F. = 4 SPACES
3 SP. REQ'D/4 EMPLOYEES .... 4 EMPLOYEES MAX. = 3 SPACES
TOTAL SPACES REQ'D = 7 SPACES, PLUS 1 HANDICAPPED SPACE
TRASH DUMPSTER ENCLOSURE
DETAIL
(NOT TO SCALE)
WOOD STOC
FENCE - 6'
TREATED 4'
PAVED HANDICAPPED PARKING
Zi
rcCounty Public WorY� T-'.
APPROVEDNIN DMI ISTR^,TOR
r of Public Wore..
-716
W
Date
11 20' 40' r0'
z
Ln
O
O
Q0
(i-)
�
00
W
I
1E
>
LLJ
00
or�
QD
0
07
N
C..�
N
O
Cn
�
�
P
W
�
ry
>
=U
Q0
W
>
LLJ
1-
O
U%
W
Ln
z
U
O
Q
z
�
O
z
Cn
O
N-)
U
Q
�
O
WI
zUc~nW
NU
-
z
>-
_>
N
0
-
U�
W
P
W
Q
m
>
_
J
m
O
O
LW
I-_
W
IL-
z
IW
�
I_U
z
--j
w
m
Q
P
Q
L
P
P
W
-j
(J�
z
O
I--
(J�
REVISIONS
DAi E: 6/5/96
JOB #8-6-0038
DWG.: FKP
DATE: 5/8/96
SCALE: 1" =20'
1 OF 1
ik IN
�� 4W Star fort Site
)s r l�
N Y I E
SANITARY M.H.(G-3)
TOP=706.79
INV.IN=695.10
STONEWALL INV.OUT=695.04
INDUSTRIAL
xit
FORT COLL
/f f� NDUSTRIAL ES
LOCATION MAP
1" = 2000'
J
7. J73nn
N/F
CROWN, CORK, SEAL CO., INC.
DB. 256 Pr, 600
ZONED M-1
USE: COMMERCIAL
P.I.N.43-4-A
EROSION AND SEDIMENT CONTROL NOTES:
1. TEMPORARY AND PERMANENT EROSION CONTROL STRUCTURES AND METHODS
ARE TO BE IN ACCORDANCE WITH THE VIRGINIA EROSION AND SEDIMENT CONTROL
HANDBOOK.
2. ALL EROSION CONTROL STRUCTURES SHOWN OR AS REQUIRED DURING CONSTRUCTION,
SHALL BE CONTINUOUSLY MAINTAINED THROUGHOUT THE PERIOD IN WHICH AREAS ARE
DENUDED.
3. NO AREA IS TO REMAIN DENUDED FOR MORE THAN 21 DAYS WHEN CONSTRUCTION
IS NOT IN PROPRESS. ALL AREAS DISTURBED BY NEW WORK ARE TO BE HYDROSEEDED
IMMEDIATELY UPON FINAL GRADING.
SF
SILT FENCE
SANITARY M.H.(G-4)
TOP=707.63
INV.IN=696.04
INV.OUT=695.94
N/F
SIMON P. NEWLIN
DB. 483 PG. 1
ZONED M-1
USE: HEAVY COMMERCIAL
P.I.N. 43 19 - 6
,70
�12
.w��� l
a
w
�
NOTES:
c.)
o
Ld
°�°
a�
r`
1.
HORIZONAL DATUM IS ASSUMED.
�
2.�
VERTICAL DATUM WAS DETERMINED FROM THE FOLLOWING SANITARY
U
0-4
i- - C°
SEWER STRUCTURES:
+j
w o
G-3.......... INV.= 695.06
c�
o Ln
Ln CO LnLn
3.)
G-4.......... INV.= 695.94
BOUNDARY AND TOPOGRAPHIC INFORMATION SHOWN HEREON WAS DETERMINED BY
0
z
`" x I
A FIELD RUN SURVEY PERFORMED BY EBERT AND ASSOCIATES ON
�
� .¢o
5/1/96.
d
l>M°O
4.)
NO TITLE REPORT FURNISHED.
O ct�
5.)
TAX MAP #43-((19))-8
:
°� w w
w
3: w
4,
x
In J
Z
W
�
�oo
W
d
C
FAR CALCULATIONS:
"'
x
o
1. EXISTING BUILDING: 1200 S.F.
z
2. PROPOSED BUILDING ADDITION: 900 S.F.
3. LOT AREA: 43,560 S.F.
FAR RATIO = 2100 S.F. / 43,560 S.F.
= 0.05
N/F
INDUSTRIAL DEVELOPMENT
c/o Z & M SHEET METAL
DB. 483 PG. 66
ZONED M-1
USE: COMMERCIAL
P.I.N. 43 - 19 - 9
N/F
BE PAVED DAVENPORT INSULATION
HALT CONCRETE DB. 502 PG. 165
ZONED M-1
-N OR USE: COMMERCIAL
UTTER P.I.N. 43 -- 19 - 10
2" SM-2A
ASPHALT CONCRETE
6" #21A TYPE I
AGGREGATE BASE
DEVELOPER:
L & L BUILDERS, INC.
225 LENOIR DRIVE
WINCHESTER, VA. 22603
(540) 662 - 5030
COMPACTED
SUBGRADE
PARKING CALCULATIONS:
1. OFFICE AREA: 900 S.F.
2. REPAIR SHOP/MAINTENANCE AREA: 1200 S.F.
3. 1 SP. REQ'D/250 S.F. OFFICE ..... 900 S.F./250 S.F. = 4 SPACES
3 SP. REQ'D/4 EMPLOYEES .... 4 EMPLOYEES MAX. = 3 SPACES
TOTAL SPACES REQ'D = 7 SPACES, PLUS 1 HANDICAPPED SPACE
WOOD STOCKAD
FENCE - 6' HI(
TREATED 4" x
POS
TRASH DUMPSTER ENCLOSURE
DETAIL
(NOT TO SCALE)
IZF-J 1 Ew Cb 7RY
PAVED HANDICAPPED PARKING
AREA DETAIL
(NOT TO SCALE)
7
APPROVED BY THE ZONING ADMINISTRATOR
��
z
Ln
0
CD
Q0
un
ll�
00
W
IW
1
>
rr)
W0
00
QD
�
�
N
C�
N
O
u�
Q
W
Ln
C�
>
>
CD
W
�
W
�
�
r�
uI
d-
W
Ln
z
c�
0
Q
z
>--
0
I--
0
I`4-�
U
Q
0
lW
zUc~nwN
U
N
—z}->
o
-
u�
W
m
>
m
O
Ory
>-
w
f--
W
�-zW��
U
z
=
m
Ln
_
O
O
N
z_
W
n
W
Q
u�
z
0
u�
REVISIONS
DATE: 6/5/96
JOB #8-6-0038
Z 1 --
DWG.: FKP
DATE: 5/8/96
SCALE: 1" =20'
1 OF 1