HomeMy WebLinkAboutSDP200700125 Plan - Approved 2007-12-06MINOR AMENDMENT TO FINAL SITE PLAN FOR
AIRPORT INDUSTRIAL CENTER, LOT 5
TM 32 PARCEL 17E4
RIVANNA DISTRICT, ALBEMARLE COUNTY, VIRGINIA
SITE DATA
LEGAL REFERENCE: LOT 5, A PORTION OF TM 32 PARCEL 17E4
SOURCE OF TITLE: DB 3031-189
OWNER: SMITH- STOCKHAUSEN LLC
1411 SACHEM PLACE, SUITE 2
CHARLOTTESVILLE, VA 22901
DEVELOPER: ROB STOCKHAUSEN
170 S PANTOPS
CHARLOTTESVILLE, VA 22911 Tm 32 Par 17B5
ZONING: LI: LIGHT INDUSTRIAL RT. 649 Charlottesville
Property, INC
A CRITICAL SLOPE WAIVER HAS BEEN APPROVED FOR THIS SITE DB 2267-454
DISTURBED CRITICAL SLOPE AREA IS APPROXIMATELY 1,600 SF DB 1126-281
Zoned: LI
MAGISTERIAL DISTRICT: RIVANNA Use: Industrial
ISOURCE OF BOUNDARY SURVEY: PLAT BY ROUDABUSH, INC.
SOURCE OF TOPOGRAPHY: TOPOGRAPHIC SURVEY BY RIVANNA ENGINEERING & SURVEYING, PLC.
BENCHMARKS: EXISTING MANHOLE ON PARCEL 17E6. ELEV 602.67 USGS DATUM.
SETBACKS:
THERE ARE NO BUILDING OR PARKING SETBACKS ASSOCIATED WITH THIS SITE.
IMAXIMUM BUILDING HEIGHT: 35'
MAXIMUM NUMBER OF EMPLOYEES: 12
PAVING SPECIFICATIONS:
PARKING AREA: 6" - #21A AGGREGATE BASE MATERIAL
2" - SM -9.5A SURFACE MATERIAL
SIDEWALKS: 4" - 4000 PSI CONCRETE
PARKING SCHEDULE:
WAREHOUSE REQUIRES 1 SPACE PER EMPLOYEE PLUS ONE SPACE PER EACH 500 SF OF FLOOR AREA OPEN TO
THE PUBLIC, OR A MINIMUM OF 2 CUSTOMER PARKING SPACES. THERE WILL BE A MAXIMUM OF 12 EMPLOYEES AND
NO FLOOR AREA WILL BE OPEN TO THE PUBLIC.
SPACES REQUIRED: 12 EMPLOYEE SPACES
2 CUSTOMER SPACES
SPACES PROVIDED: 12 EMPLOYEE SPACES
3 CUSTOMER SPACES
TOTAL SPACES PROVIDED: 15 (INCLUDES 1 HANDICAP SPACE)
ESTIMATED TRIP GENERATION: 120 TRIPS/DAY.
LOADING SPACES REQUIRED/PROVIDED: 1 / 6
CURRENT USE: VACANT
PROPOSED USE: WAREHOUSE; FAR 0.25
LAND USE
SCHEDULE:
--0/E--
Overhead Electric
PP
Power Pole
*-M
PRE -DEVELOPMENT
%
POST -DEVELOPMENT
FH
BUILDING:
0
SF
0
9,920 SF
24.7
PAVED:
5,018
SF
12.5
16,282 SF
40.6
PERVIOUS:
35,091
SF
87.5
13,907 SF
34.7
TOTAL:
40,109
SF
100
40,109 SF
100
F
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IF
PARCEL PLAN FOR
AIRPORT INDUSTRIAL CENTER
LOT 5
Tm 32 Par 17E3
Wendell W. Wood
DB 1892-508 / I
DB 827-097 / I
Zoned: LI
Use: Vacant I
I \
I
S81 52„
E 1 I
71.17, I
I
I
I
—
` I
I _
I
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Existing 15 Drainage Easement-/
DB 981-125
I /
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Tm 32 Par 17E4 I I I
Smith -Stockhausen, LLC I
I I I
DB 3031-189 I
DB 1035-659 I I I
0.921 ACRES
Zoned: LI I I
Use: Vacant I
I o I
I
I N I
New 20'X18' Water Easement I V) N Tm 32 Par 17E2
Hereby Dedicated To ACSA p '— I Donald W. &Deborah
Y L`' I C. Foster
;00 I� DB 1914-565
o DB 981-123
I Zoned: LI
N00
Use: Industrial
I
I I
II I
II I
1=�
I I �00 I
I �m
Existing 20'X16' Water Easement I
To Be Vacated I I Q I
I�
-I --� Q0 w
145 1 , I
N87'3752
W I
170.18 25.00,
New 20'X8'
Tm 32 Par 17E5 Water Easement I —
William E & Lori W� —
Hereby Dedicated I —
I Hopkinson To ACSA
APPROVALS DATE DB 2468-742
I I I
DEPARTMENT OF COMMUNITY DEVELOPMENT DB 2306-639 I Tm 32 Par 17E 1
DB 1309-534 I Sarah B. Pietsch
PLANNER/ZONING ZONING Zoned: LI I I I—
DB 827-097
ENGINEER Use: Industrial I I Zoned: LI
INSPECTIONS Use: Industrial
ARB
DEPARTMENT OF FIRE RESCUE I I 20 0 20 40 60
A LBEMA RLE COUNTY SERVICE AUTHORITY
VIRGINIA DEPARMENT OF TRANSPORTATION I I SCALE: 1" = 20'
HEALTH DEPARTMENT
I I
Chorlottesville—
Albemorle Air
D Site e°
0
�D �D
ro1R
Ra
.VICINITY MAP
I LEGEND
--W/E--
Existing Waterline
--0/E--
Overhead Electric
PP
Power Pole
*-M
New Light Pole
MH
Manhole
FH
Fire Hydrant
WM
Water Meter
BPD
Backflow Prevention Device
500
Existing Contour
TS&V
Tapping Sleeve & Valve
x50.0
Proposed Spot Elevation
500
Proposed Contour
New Pavement
Existing Critical Slopes
DRAWING INDEX
S1
of
5
COVER SHEET
S2
of
5
SITE PLAN
S3
of
5
GRADING & UTILITIES
S4
of
5
LANDSCAPE PLAN
S5
of
5
PROFILES & DETAILS
SITE SPECIFIC
NOTES
1. MAXIMUM NUMBER OF EMPLOYEES WILL BE 12.
2. MAXIMUM SQUARE FOOTAGE FOR INDUSTRIAL
SHALL BE 9,920 SF.
3. MAXIMUM AMOUNT OF IMPERVIOUS COVER SHALL
BE 26,202 SF
4. PROPOSED USE IS A WAREHOUSE, MAXIMUM
ACREAGE IS 0.921 AC.
5. TRASH REMOVAL: ONE DUMPSTER WILL BE
PROVIDED AT LOCATION SHOWN ON PLAN.
6. EXISTING LANDSCAPING CONSISTS OF GRASSED
CLEARING AND DECIDUOUS WOODED TREELINE ON
THE SOUTH SIDE.
7. LOT 5 IS NOT IN A FLOOD ZONE.
8. THIS SITE IS NOT LOCATED IN A RESERVOIR
WATERSHED.
9. STORMWATER MANAGEMENT SHALL BE PROVIDED
BY AN ONSITE DETENTION POND AS SHOWN ON THE
PLANS.
10. WATER QUALITY FOR STORMWATER RUN—OFF
SHALL BE PROVIDED BY THE BIO—FILTER SHOWN ON
THIS PLAN.
11. ALL IMPERVIOUS AREAS SHALL DRAIN TO THE
BIO—FILTER.
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T4 OF WAI 1 574-4
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Tm 32 P a"r 17E4
;7 Tt1kLT H ol. RUCK LOADING
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T- 2 z mith-Stock4ausen, LLC MP 0
0 0 J/ Timothy Ray Miller
DB 3031-189 T- Lk. No. 30542
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DB 10�5-659 0 4�7
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0.921 "ACRES 3150 5f I 2'Garaoc Door 1 1 0 1 1 1 1-5 /OINY A L t CIN
11 Fyp/) TRUCK RAMP PADING T- t if, I N
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UseW-/ Vacant 0 11 11
`T-4 — "I / — i I 1 11 1-5 NO.1 DESCRIPTION DATE
+
MECHANICAL /STORAGE RESTROOM E T-5
X
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T-1
C 3
C4
MECHANICAL 5TMIIIIIIIII�E RESTROOM (r)
E C\1 A) T-5
T- L&J
C-4
+ 0
I Stogy Building —1
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Area i= 8,4 0 0 SF TRUCK LOADING 0
1 11 1 . . T- 3
RAMP o 0
0
Elevahon = 571.8 1-
L� a-
Use �ight Industrial Ll' 0
rt-Jill
rn
T-4 C)
T-5
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+TRUCK LOADING RETAILING WALL
RAMP MAX )rIEIGHT = 4-
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5220 5F
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'TRUCK LOADING
10 Garage Door I J/RAMP 5T-5
10 0 10 20-1- 30
OT- 1
L---J to'
5LA5 WALL
T 4
12" TrFnch Drain L rI
0
WI Bearing Grate.'
14 FT' I urb Cut . .. . ......... ...
NG Inv Out -568.80 t4
L10
...........
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-41
LANDSCAPE SCHEDULE 0
T FCII�Ltr �f
HEIGHT TOTAL
T- TREE BOTANICAL & MINIMUM QUANTITY CANOPY
@ UANUF1Y
KEY COMMON NAME CALIPER PLANTED 0 YEARS AREA
.............. ............ >/
. . ..................... ......... 1 E-I
PLANTING
. .......... ..................... .......... . ...... ............... ............................. ................ ...... ........... . . .............. . . ......................................... . ................... .............. .....................................
32O
. �11 4< . .11, — I X Celtis x occidentalis
A _ 1__,_1_I ....... . . ........
.......... ............... . . .......... ............ ......... .............
................. ........... ............. ........... ... T-1 2 1/2" 6 572 sf 3,432 sf
�, . . .......................
WM NING WALL Concrete Cahnnel 5 Hackberry Q)
H154I 10' Liquidarnbor Styrocifluo Z c.i p---q
. . .. ............. 4 249 sf 996 sf
T-2 2 1/2"
Relocated fire Hydrant 'N Sweetgurn
Cercis Canodensis C0
............ y._. ............ . ............... .......... T-3 1 112" 7 124 sf 868 sf IIII Q)
. ............. ...... ......... . . ........ - — --------- Eastern Redbud E-I ;--q
........ . ..... ................. ................. . .. ....... . ... ........... . . .. .. ... ...... \ .......................................................................................................... ................... _*I 10
rn
350� \ 51GHT D15TANCE 150 SIGHT D15 NCE - — — — — - — T-4 Cornus Florida 1 1/2" 9 124 sf 1116 sf E-I ;::I
820 TO STATE I G49 Flowering Dogwood 7:1
X Cupresso Cyporis Leylandii
D013LEA, NN D IVE T-5 I Leyland Cypress 1 1/2" 4'-5' 16 23 sf 368 sf•rI
2 1'Z -+-�
Ilex Glabro "Nigro"
S-1 W
24 34
Inkberry Holly "Nigro"
Total Canopy 6780
_C:4
....................
.............. ............... . . ............................ j ............ . ............. ............... . . .... .......... . .. ... ............ -1/ .......................... .............. . .... . .. ......................................................... / . ................................ .............. .......... ...... .............. .................... . . . ....... ..... .....
LANDSCAPE REQUIREMENTS
...... .... ... .. . ...
INTERIOR (PARKING) TREES:
AREA REQUIRED: 0.05*10,509 SF=525 SIF
.......... ............. .......................................................... .................... .......................................... QUANTITY REQUIRED: 1 TREE PER 10 PARKING SPACES 15/10
2 TREES
<1 Sheet No:
.................................................................... ............ ... . .................. . .................
........... ......... -------- ...... .. ... ............................................ ...... . .................................... .............. .............. ..... ..... ......... . ......... ........ ..... . ..... ........... ............................... .......... .............. ............................................ ............. .............................................. QUANTITY PROVIDED: 11 TREES
.................................... .......... .................... ,`/ I I
.............. ...................................................................................... . ............................................................................................ ........................ ............... / ......................................................... . ........................... .... ...... .. . . ....................... AREA PROVIDED: 11 50 SF TREE 550 SF
........... - - -- -- - ---- - -------- . ... .......... /!��::::z ---------- - ..................... ...
...........
'RIF TOTAL CANOPY:
REQUIRED: 0.10*40,109 SIF = 4,011 SF
PROVIDED: 6780 SIF
S4 of 5,
VDOT #3, #357, #5, #56 OR
#57 COARSE AGGREGATE IN
GALVANIZED WIRE MESH BASKET
* FILTER CLOTH
SECURE WIRE TO GROUND
WITH WIRE STAPLES-----.- -99
7' MIN. 1 3'
UNDISTURBED
SOIL
VARIABLE (MIN. 7')
SECURE WIRE MESH TO TIMBER
6X6 TREATED TIMBER
6" MIN.
REBAR TO
IIPSECURE TIMBER
MIN. 6,
2:1 OR
FLATTER
LEVEL
SPREADER
WITH
RIGID
LIP
* MIN. PHYSICAL REQUIREMENTS OF FILTER CLOTH NOTED IN
STD, & SPEC.
3.19, RIPRAP
SOURCE: VA. DSWC AND N.C. Erosion
and Sediment Control
Planning
and Design
Manual PLATE: 3.21-2
CROSS SECTION
I ACT 7n' nr nl\/r Dcll%N
RADE
TIMBER.
NOTE: ALL TEMPORARY BERMS, SWALES AND LEVEL
SPREADER DITCH MUST RECEIVE TEMPORARY
SEEDING IMMEDIATELY AFTER INSTALLATION
SOURCE: ADAPTED FROM N.C.Erosion and Sediment Control Planning and Design Manual
PERSPECTIVE VIEW
1 Level Spreader
---------ot ---- ------------------------------------------------------------
S5 NTooScale
SPREADER
iZED
IEL GRADE 0%
PLATE: 3.21 -1
I
1
...._. ..........c.
:.._........................
A,NN D IVE ' �► ` ~��
585 585
580 580
575 Existing_ Grade' 575
570 - `' �:. 570
565 565
0+00 0+50 1+00 1+50
2
Profile
For
SM
S5
................ - ......................................__...._..__._...--
Scale: 1"=30'
(Horz); 1"-10'
-- ---
(Vert)
8„
28"
GR 2 STEEL POS
CG 6
R, i_. IlI-R�l10
RETAINING WALL
5 Guardrail Detail
S5 Not To Scale
580
Profile
Route: DobleAnn Drive
County: Albemarle
Description: Pipe Calculations
580
From To Point Catch Runoff Inc Accum Tot Tot Tot Up Dn Pipe Inv Pipe
Pipe Velocity Flow time
o_ 0(0(p0 i
Cap Inc
575
8
0o0 II
_ c 0,n�.
575
Trenchdrain lOutfall 0.220.90 0.201 0.201 5.01 6.811 1.351 568.801 566.111 811 3.301
o
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DEP Remarks
a u
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570
o N
iF
570
o
A
8Z _ a- HDPE_ 03.3%x565
�
565
^W
F�
-
565
0.339 0.339
5.0
5.5 1.86
0.100
560
0.015
l
560
0+00 1+00
Profile For 8" Storm Sewer
Scale: 1"=30' (Horz); 1"=10' (Vert)
LD -228 Storm Drain Design Computations
Profile
Route: DobleAnn Drive
County: Albemarle
Description: Pipe Calculations
Proj: Aiport Lot 5
District:
From To Point Catch Runoff Inc Accum Tot Tot Tot Up Dn Pipe Inv Pipe
Pipe Velocity Flow time
Point A Coef AC AC Tc Int Flow Inv Inv Len S Dim
Cap Inc
(ac) (min) (n/ho (cls) EI EI (4) % (n)
(cis) (1t/s) (min)
1 1 2 3 4 5 1 6 7 1 8 9 10 11 12 13 14
15 16 17
Trenchdrain lOutfall 0.220.90 0.201 0.201 5.01 6.811 1.351 568.801 566.111 811 3.301
81 2.851 8.11 0.17
Calculations for 8" Storm Sewer
Not To Scale
3
Profile
For
SCC2
S5
Scale: 1"=30'
(Harz); 1"=10'
(Vert)
Channel
Existing Grade
565 ' 565
560 560
0+00 1--Finol Grade
4
Profile
For
SCC3
S5
._..--------------_------.._..-----
Scale: 1"=30'
_........_........
(Horz); 1"=10'
............_.._... ......
(Vert)
STORMWATER CONVEYANCE CHANNELS
SCC W D LINING
1 0 1.0' Existing Concrete
2 0 1.0' Concrete
3 0 1.2' VDOT EC -2 Blanket/Matting
Stormwater Conveyance Channel Schedule
------------------------- ---- .......................
Not To Scale
LD -268 Roadside Ditch Calculation
Airport Industrial Paris, Lot 5 (Site Plan Amendment) Earth Protective Lining
STA I STA
DA C
CA
Inc Acc
Tc
12 Q2
Slope
fVft
Allow
Vel
In select n=.03
Vel
n=.05
Qn IVEL DEP
n=.015
Qn DEP
110
Q10
DEP Remarks
SCC 1
O
N
O
CD
o
A
US
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F�
101 11.6
0.53 0.64
0.339 0.339
5.0
5.5 1.86
0.100
4.0
0.015
0.03 0.30
7.07
2.40
0.33 Paved Ditch
0
0
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E-4
E -i
SCC 2
►-�
U
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10 10.5
0.44 0.9
0.396 0.396
5.0
5.5 2.17
0.140
4.0
0.015
Cd
0.03 0.30
7.07
2.80
0.33 Paved Ditch
1C�
U
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SCC 3
11
10 10.2
0.62 0.5
0.31 0.31
11.01
4.0 1.251
0.010
4.010.05
0.06 1.29 0.62
5.43
1.68
0.70 EC -2
Stormwater Conveyance Channel Calculations
Not To Scale
6j CY
N N 40 j
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J � °mart
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Lic. No. 30542
o��SS/ONAL
Revisions:
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