HomeMy WebLinkAboutSDP199900084 Plan - Approved Minor Amendment 1999-08-20PROPOSES fLCLUM
OFFICE -- 1 SP PER 200 SF = 7 SP �1,825 SF x 807.==1,460 SF)
WAREHOUSE EMPLOYEES — I SP PER 2 EMPLOYEES = I SP I EMPLOYEE)
REQUIRED 8 SPACES
LOADING — 1 SP PER 10,000 SF = 1 SP (10,000 SF)
MR10
OFFICE — 1 SP PER 200 SF 33 SP 6,656 SF)
WAREHOUSE EMPLOYEES — I SP PER 2 EMPLOYEES 5 SP �9 EMPLOYEES)
REQUIRED '38 SPACES
LOADING — I SP PER 10,000 SF 2 SP (20,300 SF)
EXISTINC SPACES
OFFICE SPACES w44 SP
LOADING SPACES SP
TOTAL SPACES = 46 SPACES
OFFICE SPACES —
= 39 SP
HANDICAP SPACES
= 2 SP
TOTAL SPACES
41 SPACES
LOADING SPACES
= 2 SP
16. EXISTING SITE INFORMATION: BUILDING AREA = 0.28 ACRES 14%j
PAVEMENT AREA = 0.41 ACRES W%
IMPERVIOUS AREA = 0.69 ACRES �347.�
WOOD/GRASS AREAS = 1 66%
TOTAL AREA = 2.06 ACRES
17. PROPOSED SITE INFORMATION: BUILDING AREA = 0.51 ACRES 25%
PAVEMENT AREA = 0.41 ACRES 20%
IMPERVIOUS AREA = OA2 ACRES 45%
WOOD/GGRASS AREAS = 1.14 ACRES 1557.1
'TOTAL AREA = 2.06 ACRES
FRANKLIN STREET
SHEET INDEX
SHEET 1 - COVER SHEET
SHEET 2 - SITE PLAN
SHEET 3 - E & S PLAN
C
..... .....
1. Pdor to any construdion within any existing public right—of—way,
including connection to any existing road, a permit shall be obtained
from the Virginia Department of Transportation (VD0T), This plan as drawn
may not accurately reflect the requirements of the permit, Where any
discrepancies occur the requirements of hte permit shall govern.
1 All paving, drainage related materials and construction methods shall
conform to current specifications and standards of VDOT unless otherwise noted.
3. Erosion and siltation control measures shall be provided in accordance with the
approved erosion control plan and shall be installed prior to any cleariing,
grading, or other construction.
4. All slopes an disturbed areas are to be fertilized, seeded and mulched.
The maximum allowable slope is 2:1 (horizontal:vertical), Where reasonably
obtainable, lesser slopes of 4:1 or better are to be acheived.
5. Paved, dp—rap or stabilization mat lined ditches my be required when
in the ofilnion of the Albemarle County Director of Engineering, or the
Director's designee, it is deemed necessary in order to stabilize a drainage channel.
6. A[ traft control signs shall conform with the Zi[9iniq._Mgn&jo
Unif Traffic Control Devjcgg.
7. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe — Class IlL
8. All excavation for underground pipe installation must comply with OSFIA
Standards for the Construction Industry (29 CFR Part 1926).
.......... ...... ......
9The locat"im of existing utilities across or along the line of the proposed work
are not necessafily shown on the plans and where shown are only approximately
correct. Tire contractor shall on his own initiative locate all underground lines
and structires as necessary.
10. The contuctor it Yerify the locations of all boundaries, buildings, vegetation
and other pertinent site elements.
11. The contactor shall be responsible for notifying 'MISS UTIUT',( — 1-800-552-7001.
12. Contour nterval = 2 Foot
A06
111
ENGINEERING &IUBLIC WORKS
ft n &bc Ve, YA, DATE
S 1 (101
DEPARTMENT OFINISPECTIONS
DATE
DEPARTMENT OFZONING
DATE
a-IZLIJ�13
PLANNING & COMUNITY DEVELOPMENT
irore
DATE
FIRE/RESCUE DISION
rocle- CLOW q it
lak,
"j
DATE
'z� 12o
AMEMARLE SERVICE AUTHORITY
&�n6-Ak A,A-
IL�dM
COLffY
V
DATE
APRIL 8, 1999
REVISIONS
MAY 254 1999
JUNE 22, 1999
,JULY 15, 1999
AUGUST 12, 1999
SCALE
NAYS.
105 WEST HIIGH STREET
CHARLOTTESVILLE, VA 22902
TEL: (804) 296-3644
FAX- (804) 296-204.1
JOB NUMBER
99-005-00
DWG. NAME
C0VER,DW(1'7'
P-4
105 WEST HIIGH STREET
CHARLOTTESVILLE, VA 22902
TEL: (804) 296-3644
FAX- (804) 296-204.1
JOB NUMBER
99-005-00
DWG. NAME
C0VER,DW(1'7'
C & 0 RAILROAD
T.M, 77, PARCEL 388
ZONED; L.I.
USE, VACANT
FLOW
f" vnnT #3I *357 OR #5 COARSE
TO REPLACE SILT FENCE IN vv—1
HIGH VELOCITY OF FLOW IS EXPECTED
Is I
I RFRAP
EX. OFFICE/
MEZZANINE
(2,565 SF)
A = 4902'16"
R 365.25'
T 151,43'
L 257.11'
APPROvX. LOCA�ION EX. TWO
\OF EXTING ENCE STORY OFFICE
(3,930 SF)
EXIS-l"ING
N)CDS
F.F.=402°O
CONVERT PARKING
\FRqM ONk HADICAP
PARKING SPAC� TO
0 HA
,CAP/ SPACES 04
S I DIC ED.
EXISTING ROCK WEIR
(CLEAN OR REPLACE, IF NECESSARY
GRASS
1
O.H.D.
EX, 4!' SAID.
-ATERAL
Lu
CL
ENTR.
<
C zn z
EX
ISTING
ry
<
18'
EXISTING SILT
TRAP LEFT FROM FUTURE
OFFICES
PREVIOUS CONSTRUCTION
(CONVERT TO A BMP STRUCTURE -1
3,50 0)
NEW ROCK WEIR (SEE DETAIL)
Je
UNTIL THE NEW WAREHOUSE IS SUBSTANTIAL COMPLETE. EX. 6' DIA, STORM MANHOLE
2. CLEARING EXISTING WOODS AND UNDERBRUSH 4!' PVC OUTLET ORIFICE
TO THE NEW WOODS LINE. IIN A 16 RCP AT 1,57.
1 GRADE AS NOTED.
4. INSTALL NEW ROCK WEIR (SEE DETAIL).
S. INSTALL EC -1 AT PIPE OUTLETa
6< INSTALL NEW ACCESS GATE.
7. SEED/FERTILIZE/MULCH.
NEW 12'
WIDE ACCESS
GATE
.................
='I
TEX. STORM MANHOLE
OP= --401,94
IN=392.26
OUT- 392.16
z
Lo
PAVEMENT
EX° 5' HIGH CHAIN LINK FENCE
5
EXISTING WARE-IOUSE
(10, 300 S--)
EF.=402.)
EX. STORM STRUCTURE
CONCRETE 11-
KEX. M�p 30" R(P AT 0.57. L-�, I
I v
REMOVE EXIS-ING ISLANDY\
AND 3 PARKING SPACES
AS NOTED Oti PREVIOUS SITE PLAN
\
9.400'
A 17'21'17"
R 408,40' 284' TO FRANKLIN STREET
T 62.33'
L 123.70'
61%T G
GRASS D,
PROPOSED OFFICES/MEZZANINE
25' x 73' 1,825 SF
EX. PAVED CHANNEL
EX, E.O.P.
PROPOSED
WAREHOUSE
0
WITHMEZZANINE A 14!16,00"
(10,000 SF) R 970.00'
T 121.399
00 00 F.F.=402.0 L 241.53'
ROOF DRAINS TO BE
CONNECTED TO THE EX. �RE
EX€STIN
STORM STRUCTURE
EX. 6' DUCTILE IRON SPRINKLER WA ER LINE m
TO BE RELOCATED
NEW WATER LINES TO MATCH
X, TREE EX, WOEX RAIL FENCE X� TRE
7/7
PRKING SP ES JEX, 4��-SANIIAR? LATtR
L, -7-
7
9.008 EX. SANITARY MANH
TOP=394,00
IN=386.20
0
q OUT=388.00
26 PARKING SPACES
\ I I I I I \ I I I I \ I I ("RAc
EX, 8" x 6' TEE
EX. 6!' GATE VALVE
EX. WATER
METER
AL
C3 EX. SANITARY VANHOLE
TOP=3891 6
4!' IN=385,06
8" OUT= -384-36
Ek 8)' W.L.
S
N 90400100 "w -.F—S 00'00'02" W
446.88' 7.02'
�EPUBLIC TECHNOLOGY, INC.
T.M. 77, PARCEL 40N
ZONED, L.I.
USE: BUSINESS
I-- EX. 8" '--',ANI-I-ARY SEWER
NOTE:
SPRINKLER LINE INFORMATION TAKEN FROM DRAWINGS BY
AUTOMATIC SPRINK-ER CORPORATION OF AMERICA
(GRINNELL FIRE PPOTECTION SYSTEMS COMPANY)
LAST REVISED FEB, 78 1996.
DATE
APRIL 8, 1999
REVISIONS
MAY 25, 1999
JUNE 22, 1999
JUNE 30, 1999
JULY 15, 1999
AUGUST 12, 1999
SCALE
1" =20'
JOB NUMBER
99-005-00
DWG., NAM E
SITE.DWG
SHEET
0; F
Dl --3B L=8'
Top98.20
INV.=393.00
EXISTING
CONNECT �001`
DRAIN
FD CONN.
EX, TREE
O�H.D.
O.H.D
ENTF.
LOADINC
LOADING
SPACE
SPACE
0 G)
RAS -
Al
GRASS
I SAN.'T
CONCRETE 11-
KEX. M�p 30" R(P AT 0.57. L-�, I
I v
REMOVE EXIS-ING ISLANDY\
AND 3 PARKING SPACES
AS NOTED Oti PREVIOUS SITE PLAN
\
9.400'
A 17'21'17"
R 408,40' 284' TO FRANKLIN STREET
T 62.33'
L 123.70'
61%T G
GRASS D,
PROPOSED OFFICES/MEZZANINE
25' x 73' 1,825 SF
EX. PAVED CHANNEL
EX, E.O.P.
PROPOSED
WAREHOUSE
0
WITHMEZZANINE A 14!16,00"
(10,000 SF) R 970.00'
T 121.399
00 00 F.F.=402.0 L 241.53'
ROOF DRAINS TO BE
CONNECTED TO THE EX. �RE
EX€STIN
STORM STRUCTURE
EX. 6' DUCTILE IRON SPRINKLER WA ER LINE m
TO BE RELOCATED
NEW WATER LINES TO MATCH
X, TREE EX, WOEX RAIL FENCE X� TRE
7/7
PRKING SP ES JEX, 4��-SANIIAR? LATtR
L, -7-
7
9.008 EX. SANITARY MANH
TOP=394,00
IN=386.20
0
q OUT=388.00
26 PARKING SPACES
\ I I I I I \ I I I I \ I I ("RAc
EX, 8" x 6' TEE
EX. 6!' GATE VALVE
EX. WATER
METER
AL
C3 EX. SANITARY VANHOLE
TOP=3891 6
4!' IN=385,06
8" OUT= -384-36
Ek 8)' W.L.
S
N 90400100 "w -.F—S 00'00'02" W
446.88' 7.02'
�EPUBLIC TECHNOLOGY, INC.
T.M. 77, PARCEL 40N
ZONED, L.I.
USE: BUSINESS
I-- EX. 8" '--',ANI-I-ARY SEWER
NOTE:
SPRINKLER LINE INFORMATION TAKEN FROM DRAWINGS BY
AUTOMATIC SPRINK-ER CORPORATION OF AMERICA
(GRINNELL FIRE PPOTECTION SYSTEMS COMPANY)
LAST REVISED FEB, 78 1996.
DATE
APRIL 8, 1999
REVISIONS
MAY 25, 1999
JUNE 22, 1999
JUNE 30, 1999
JULY 15, 1999
AUGUST 12, 1999
SCALE
1" =20'
JOB NUMBER
99-005-00
DWG., NAM E
SITE.DWG
SHEET
0; F
SOIL EROSION AND SEDIMENT CONTROL SYMBOLS
CD = CHECK DAM
CE = CONSTRUCTION ENTRANCE
CRS= CONSTRUCTION ROAD STABILIZATION
DC = DUST CONTROL
DD = DIVERSION DIKE
DV = DIVERSION
IP INLET PROTECTION
MU MULCH
OP OUTLET PROTECTION
PS PERMANENT SEEDING
SC STREAM CROSSING
SB SEDIMENT BASIN
SF SILT FENCE
ST SEDIMENT TRAP
TO TOPSOIL
TS mm TEMPORARY SEEDING
TP TREE PROTECTION
1. Unless otherwise indicated, all vegetative and structural erosion and sediment control practices
Will be constructed and maintained according to minimum standards and specifications of the
Virginia Erosion and Sediment Control Handbook and Virginia Regulations VR 625-02-00 Erosion
and Sediment Control Regulations.
2. The plan approving authority must be notified one week prior to the pre—construction conference,
one week prior to the commencement of land disturbing activity, and one week prior to the
final inspection.
3. All erosion and sediment control measures are to be placed prior to or as the first step in
clearing.
4. A copy of the approved erosion and sediment control plan shall be maintained on the site at
all times.
5. Prior to commencing land disturbing activities in areas other than indicated on these plans
(including, but not limited to, off—site borrow or waste areas), the contractor shall submit
a supplementary erosion control plan to the owner for review and approval by the plan approving
authority.
6. The contractor is responsible for installation of any additional erosion control measures necessary
to prevent erosion and sedimentation as determined by the plan approving authority,
7. All disturbing areas are to drain to approved sediment control measures at all times during land
disturbing activities and during site development until final stabilization is achieved,
8. During dewatering operations, water will be pumped into an approved filtering device,
9. The contractor shall inspect all erosion control measures periodically and after each runoff—
producing rainfall event. Any necessary repairs or cleanup to maintain the effectiveness of the
erosion control devices shall be made immediately.
10. This plan is provided for the implementation of erosion and sediment control measures only,
11. The existing vegetation is gross.
12. The earthwork quantities will balance on site.
�. M
lop
A 45!02'16' Q
R 365.25'
T 151.43'
L 287A 1'
APPROX. LOCAION EX, TWO
OF EX�TING ENCE STORY OFFICE
EXISTING
HOODS
A/00S
/A �IMITS� OF GRADING LEARING JAN
ENTR,
EXISTING
C) GRASS
41...
0
/ j / \ FUTURE
OFFICES
M"
NEW 12'
WIDE ACCESS
GATE
11,90
"9 0 EX. 30" /STORM
UNDERGrUND SWD
EXISTING SILT
TRAP LEFT FROM
PREVIOUS CONSTRUCTION
(CONVERT TO A BMP STRUCTURE)
NEW ROCK WEIR(SEE DETAIL)--
CR
F�RBAY
N\E� ff
ADD EC -1 -
EX. STORM MANHOLE
EX, STORM MANHOLE
TOP=401.94
IN=392,26
OUT= 392. 16
EX, 5' HIGH CHAIN LINK FENCE
EX, OFFICE/
MEZZANINE
61
A = 17"21'17"
R = 40&40' 284' TO FRANKLIN STREET
T = 62.33'
L = 12370'
00
0 X
4�-
lop# 411,
�XII G
GRASS \
it 0 V\
ro
v
GRASS
C
PROPOSED OFFICES \� :.':
25' x 73' = 1,825 SF
S 4'F
EXISTING WIAREHOUSE
EX, STORM STRUCTURE
DI -313 L=8'
TOP=�98.20
INV.=393.00
CONNECT ROOF DRAIN
Ell _11111111101.0—m-_
11-11 (sF
,
ZL�
EX. PAVED CHANNEL
EXISTING VEGETATION
IS GRASS T
ESC. E.O.P.
PROPOSED ��C 1 \t
WAREHOUSE
A 1 4� 16'00"
WITH MEZZANINE
R 97000'
X ;' \ \ 3 T 121.39'
_:z L 241.53'
ROOF DRAINS TO BE � ' � \ � �✓ , .,`
CONNECTED TO THE EX, "I RE� �\
EXISTING STORM STRUCTURE
3 1E I
D C-4
SOIL DESIGNATION �cl,
88 - LOAMY UDORTHENTS
EX, TIEE\
,P)SEE INLET EX. 50'
i jTAPER
PROTECTION DETAIL
- STONE CONSTRUCTION ENTRANCE EXISTING ENTRANCE, TRA�LWAY, AND PARKING
GRASS
............ . ... . .. ......
S 0900'0Z W
�(o
N 9900'00 7�02'
446,88'
EX. RETAINING WALL
DATE
MAY 25, 1999
REVISIONS
JULY 15, 1999
AUGUST 12, 1999
SCALE
1"=20'
99-1005-00
DVVG. NAME
EROSION.DWG
0
�4
99-1005-00
DVVG. NAME
EROSION.DWG