HomeMy WebLinkAboutSDP200400051 Plan - Approved 2004-10-12N
TOP=
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Landscape Requirements GENERAL CONSTRUCTION NOTES FOR SITE PLANS
1. Prior to any construction within any existing public right-of-way,
Parking Lot Landscaping (32.7.3.7) including connection to any existing road, a permit shall be obtained from the Virginia
Department of Transportation (VDOT). This plan as drawn may not accurately reflect the
Interior Landscaping (32.7.3.7b) requirements of the permit. Where any discrepancies occur the requirements of the permit
23,431 sf Parking 8 Travelwoys ® 51. = 1.172 sf Required shall govern.
(7) 1.5' cal Willow Oak a 360 sf = 2.660 sf 2. All paving, drainage related materials and construction methods shall conform to current
(4) 1.5' Red Bud a 336 sf = 1,564 sf specifications and standards of VDOT unless otherwise noted.
= 4,260 sf Provided 3. Erosion and siltation control measures shall be provided in accordance with the approved
42 Spaces ® 1/10 = 4 Trees Required erosion control plan and shall be installed prior to any clearing, grading or other
4 Trees Provided , construction.
4. All slopes and disturbed areas are to be fertilized, seeded and mulched. The maximum
allowable slope is 2:1 (horizontal:vertical). Where reasonably obtainable, lesser slopes
Tree Canopy (32.7.3.3) / / WOODS of 3: 1 or better are to be achieved.
5. Paved, rip -rap or stabilization mat lined ditch may be required when, in the opinion of the
Tree Canopy Regq,wired: 1.74 ac = 75,735 sf / / / /� Albemarle County Director of Engineering, or the Director's designee, it is deemed necessary
less 4740 sF ACSA esmt, 6351 vepco esmt TREE / in order to stabilize a drainage channel.
= 64,104 x IOX = 6.410 sF / / / 6. All traffic control signs shall conform to the Virginia manual for Uniform traffic Control Devices.
Tree Canopy Provided: PROTECTION / / / �2�, \ 7. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe - Class III.
Existing Trees to Remain: 1,650 sf x 1.25 = 2,350 sF FENCING / 8. All excavation for underground pipe installation must comply with OSHA Standards for the
(4) 1.5' cal Red Bud a 336 sF = 1,584 sF (lighter Ilnewelght) ' / / Construction Industry (29 CFR Part 1936) .
(16) 4-5' Leyland Cypress (D47 sf = 752 sf
(7) 1.5" cal Willow Oak a 350 sF = 2,660 sf
(3) 1.5' cal Rod Maple ® 266 sF = 855 sf SEE EROSION CONTROL PLAN
Total: 8,204 sf provided FOR CONSERVATION PLAN
...'.'.'.'.'\�/
Landscape Schedule ::::\ :: /�GsET / TRE,E
_
141 1.5" cal Red Bud I : ; ; ; ;{ e q / TO BE / G1,y / T. M. P. 77 11B
1 ..... l4 / Sss . COMMONWEAL TH OF VIRGINIA
.............1.... / F�Fc OS-. O. B. 532 Pg. 194
4 OR 6' PERFORATED PVC N. i POPiTS D TR LIB / % 1
PIPE° POSITVE SLOPE /:. •� .......o............. 1... I / k POLE (0 eAjC �'F D. B. 1941 Pg. 20 (Plat
WITH CLEANOUTS EVERY 50' q 2� ARMORY
(16) 4-5' Leyland Cypress W
WOODS
a (7) 1.5' Gal Willow Oak T. M. P. 76M1 - 22
PARCEL 12 l /
ARTLETT REAL TY CO. Inc. 2 .; :............ ® l
. ..... CONCRETE / /... i ♦ , I......./ ..
D. B. 1105 Pg. 590 0 /....... � ... � , / / .. .. FLUME
BUSINESS h . �.:::�:%.:. ... / \
PUD ,�h �....i........
(3) 1.5' cal Red Maple (bio-Filter)
...... / / O 30
(8) 16' mix Barberry/Spice. Bush (bio-filter)
0.1. /..........
TOP=503.39 \ ,..../... .. / / • / \
CL INV=493.39 • \ �..../ ... U�� / QP\v/
\ \ I
\ �\ �O EXISTING TREELINE
\ / / SSI AT / \ \
\ %'99 'L� \ , I se de ail) / / \ r�V, \
IN
IN,
\
D.I. / I / \ 12"R \ \ \
TOP=511. 12
® B RH.
91.04 �p /
479.49 \
o \ \ WATER SP 0 /
WATER \ METER 5 / I FUTURE PHASES \ 4. \ / CRITICAL SLOPES INDICATED BY SHADING
VALVE \ \ / / / / I / I (not part of this plan) L
S \ = 02 2 / / O It
\ WATER \ J H 4.5'R 5
VALVE\
Is,o D
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D O
Ilard I Ro
(typ) / I .e I O SHENANDOAH' S PRIDE LLC
/ O I T.M. 77-11D2
BUSINESS
�o / / I / ^ O I D 534. 13 (t PUD
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T.M. 76M (1) -12 .o D� / // / v� ��PQQ4 I GONG
PARCEL 2 \ _ D
Mill Creek Industrial Trust N N N _ _ _ 1 1 M.H. (yP) ds 00� I / D ����r
PUD , 1 TOP=518.60 / / �Q
Vacant r, o � G I N-505. 47 O�,hb � / 4PO�rP LIGHT (typ)
�y _ / INV UT 05.10 / Ax of U / O O Q D /
Q m 0A / S / I �� CO / /�4see lighting plan
t / ��o
\ WATER I J
01 VALVE �� 44 F �A`
'41�,
\ 20' SEWER EASEMENT
(D. B. 119-33, 36 PLAT &:;:
D.B. 1102-724 & 725 PLAT) o `� D 534. 05 It Z
BENCHMARK / _ _ ::: A
"x" ON TOP PLATE OF FIRE Hy ANT / \ I - \ \ \ FS• ;.: '✓/" / 2
ELEVATION=518.89 / / / \ \ \ \ \ : o;::' / / Ca
/
DumO• sae(8x16' copt
pod)
INV IN=506.67 (6' board Fence enc osure)
/ INV OUT=506.6400,
\ A \ q' • / ��
/1.
D
// -`- \\ J IS, 1 1' WM S
R=200.00ft 0 86'00'00"
/ / A=15.80ft R=100 OOft
D.I.
TOP=515.48
INV OUT=508.61
T7.90ft A=150.10ft \
/ Lc=15.79ft T93.25ft \
/ S79'46'14"W Lc=136.40ft STORM M.H. \
N54'57'58"W TOP=523.22
/ INV IN=513.83
/ INV OUT=513.73
Plumbing Fixture Schedule
4
Water Closets
4
Sinks
2
Showers
3
Washing Machines
2
Janitor Sinks
2
Outside Hose Bibs
Bay 2 8 3 Meters
2
Water Closets
3
Sinks
2
Hose Bibs
T.M. 76M (1) -24
PARCEL 14
BUSINESS
PUD
Richard A Oliva
TILE STORE ENTRANCE
527,g1 wl
\ \ (typ)
\ BR D
\� \ y \
/ D
\ �s' ` S
so \ \ cON
�0 \ \ \ Ip 533. I
\ \ 7. )
o yp /
N
....
cS .INV OUT=524.85 S
M.H.
\ / / TOP=534.52
CL INV=528.63
A 10'47'46" /
R=210.00ft '
A=39.57ft
T19.84ft
�E�39: ft
N17'21' 2"W
/
Mvj RAMP
PARKIN /
•. I
I RAMP
I
.-
SOUTHERN PARKWAY _
\----------
GRAPHIC SCALE 1"=100'
0 100 200 300
Exit
i&
Rt ii
-I"
Drat
REbNOVIA
.Zow. MP 121
Avon St Extol
VICINITY MAP 1" = 2000'
SCOTTSVILLE MAGISTERIAL DISTRICT
CURRENT USE: VACANT
PROPOSED USE: OFFICE/WAREHOUSE
ZONING: PUD (ZMA 95-19 with proffers)
LAND USE SUMMARY:
BUILDING: 4A-480 SF FOOTPRINT
41100 (W s;'.►a *%y (A r )
TRAVELWAYS D PARKING: 23,431 SF
IMPERVIOUS AREA: 37,831 SF (50%)
OPEN: 59,360 SF (50%)
TOTAL SITE: 1.74 AC
OWNER/DEVELOPER: STEVEN P 6 PATRICIA W TAYLOR
(purchased from Canvasback Real Estate & Investments)
TOPOGRAPHY: RW RAY 6 ASSOCIATES
BOUNDARY SURVEY: RW RAY 6 ASSOCIATES
THIS PROJECT DOES NOT LIE WITHIN THE WATERSHED
OF AN ALBEMARLE COUNTY PUBLIC WATER SUPPLY RESERVOIR
THIS PROJECT DOES NOT LIE WITHIN THE FEMA
100-YEAR FLOODPLAIN
MAXIMUM NUMBER OF EMPLOYEES = 20
MAXIMUM BUILDING HEIGHT 35'
THE WALL PANELS OF THE BUILDING SHALL BE (ASH GRAY" (VP BUILDINGS).
THE ROOF OF THE BUILDING SHALL BE PATRICIAN BRONZE" (VP BUILDINGS).
STORMWATER DETENTION WAS PROVIDED WHEN THIS INDUSTRIAL
SUBDIVISION WAS CREATED BY A BASIN BETWEEN FEDERAL EXPRESS
AND CAROLINA BUILDERS.
PARKING SCHEDULE
REQUIRED:
PHASE 1
OFFICE: 2000 SF x 0.0 = 1600 @ 1 SP/200: 8
WAREHOUSE: 2 customer: 2
COMPANY VEHICLES: 7
TOTAL: 17
PROVIDED: 17
PAVING SPECIFICATIONS:
6" 21/21A
2" SM-9.5A
Maximum Floor Area
Warehouse: 2,700 sf
basement
Storage: 2,500 sf
basement IS 1st floor
Office: 2,000 sf
1st floor
Total: 7, 200 sf
(10%)
Maximum Lot Coverage:
4, 800 sf (6%)
Ak,��
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PLANNING DEPT.
DATE
r�-��--
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la pldq
�
ONING DEPT.
DATE
'hi Zw-e
/6-7•07
ENGINEERING DEPT.
DATE
o n- 4 �
TIONS DEPT.
DATE
/0 G
ACSA
DATE
IRE OFFICIAL
DATE
�y 7
W. THOMAS MUNCASTER, JR.
C-) CERT. NO. 16242 a
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DESIGNED BY
DATE
TM
1/22/04
DRAWN BY
DATE
TM
1/22/04
CHECKED BY
DATE
FILE
EDIT
Service Master
-
SCALE 1"=20'
DRAWING
1: 1
PLOT
PROJECT 11216A
OF 1
SHEET NO.
LUMINAIRE
SCHEDULE
Symbol Label
Oty Catalog Number
Description
Lamp File Lumens LLF Watts
AREA LIGHT WITH HIGH ONE 250-WATT CLEAR
❑ A
9 KAD 250M SR4SC
PERFORMANCE SR4SC
BT-28 METAL HALIDE, 1t19486.ies 20000 1.00 297
OPTICS, CLEAR FLAT
HORIZONTAL POSITION.
GLASS.
ARCHITECTURAL
ONE 175-WATT COATED
B
2 WST 175M MD
SCONCE WITH MEDIUM
ED-17 METAL HALIDE, LTL11068.IES 11080 1.00 213
THROW DISTRIBUTION
HORIZONTAL POSITION.
WITH CLEAR, FLAT
GLASS LENS. COATED
LAMP.
STATISTICS
Description Symbol Avg
Max Min Max/Min
Avg/Mini
1.0 fc
10.3 fc 0.0 fc N / A
N / A
PARKING / SITE ROAD 2.2 fc
ONLY
9.0 fc 0.0 fc N / A
N / A
D, 1.
TOP=503,39
CL INV=493.39
DIL
TOP=515.48
INV OUT=508,61
.0 0.0 .0 " .0
0.0 0. 0.0 0.0 0.0 0.0
0.0 0. 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 00 0.0 0.0 0. 0.
�/lr�Cln/
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6
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c
T,M, 76MCll-22 0.0 0.0 0.0 + * + 2.6 .4 + + 0.0 0.0 ONy 0.0 0.0
PARCEL 12 fix,
2
0.0 0.0 0.0 0.0 + .0 � fl J.0 4.3 .2 .0 + 0.0 0. D.0 D.0 0.0 0.0
2
0
0.0 0.0 0.0 0.0 + .5 .2 '1.2 .0 + 2.8 t.7 t. 9 +.5 0.0 0.0 0.0 0.0 0. 0.
0.0 0.0 0.0 0.0 0.0 + + .8 0 t.5 + + 4.6 3 1.4 0.0 0 0.0 0.0 .0 0.0 0.0
A-7
0.0 0.0 0.0 0.0 0.0 .8 n.9 1? 2.0 .6 2.4 '9.3 4. 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 0 0
0.0 0.0 0.0 0.0 0.0 + + 0 4.2 '3.0 .9 4.3 4.1 + 0.0 0.0 0.0 0.0 0.0 0.0 0. 0.0
5108: 756 5
5:10; 1767
0.0 0.0 0.0 W M S .0 + + .4 2.4 2.8 3 13.1 .0 0.0 0.0 0.0 0. 0.0 0. 0.0
0.0 0.00.0 0.0 0.0 0.0 .0 41.2 4.6 + 4.5 .0 + 0.0 0.0 0.0 0.0 0.0
F �
D,L 0.0 0.0 ��00.0 0.0 0.0 0.0 2.6 '1.6 t.4 + "1.4 .0 + + 0.0 0.0 0.0 0.0
TOP=511,12 O A-8
0.0 0.0 .0 0.0 0.0 0.0 + 1 4.6 '3.7 2.5 + + + 2.5 1 .5 + 0.0 0.0 0.0
0.0 .0 0.0 0.0 0.0 0.0 + 2.4 '3.5 J.5 + + i.2 .0 '3.9 4.0 + 0.0 0.0
4
.0 0.0 0.0 0.0 0.0 + 0.5 .3 .9 2.5 'P.7 ' .6 t.2 .1 J.1 4.1 4.4 + 0.0
0. 0 0.0 0.0 0.0 0.0 2.9 4.0 n.5 5 '1.4 0 2.6 2.8 2.
CD Bollard tit
0.0 0.0 0.0 0.0 0.0 0.0 O 011 b.9 �te.p3)0
b.a \2 8 I1.6 '1.8 .4 1
.O
0.0 0.0 0.0 0.0 0.0 + 2.6 4.9 b.o 11 b.7 9.1 .9 2.7 2.4 4.6 .o
OJS �
0.0 0.0 .0 0.0 2.3 '3.5 4o .�( �2 6 4. 1?.9 '.5 .3 12 5 �0
1 G'
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SURFACE SCHEDULE
Reflectances
Name
Front
Back
SERVICEMASTER
5%
5%
SERVICEMASTER-
5%
5%
PARTIALS
WALL
5%
5%
WALL
5%
5%
WALL
5%
5%
WALL
5%
5%
WALL
5%
5%
WALL
5%
5%
WALL
5%
5%
WALL
5%
5%
0 04*31'33"
R=200.00ft
A=15,80f t
T7,90ft
Lc=15,79ft
S79*46'14°W
LUMINAIRE
LOCATIONS
No.
Location
Label X Y
MH
Tilt
1
A
346.8
91.1
20.0
0.0
2
A
389.8
137.4
20.0
0.0
3
A
432.5
183.0
20.0
0.0
4
A
464.3
243.2
20.0
0.0
5
A
430.7
309.7
20.0
0.0
6
A
372.1
354.9
20.0
0.0
7
A
306.5
313.5
20.0
0.0
8
A
262.7
265.7
20.0
0.0
9
A
219.5
219.4
20.0
0.0
10
B
309.0
149.0
16.0
0.0
11
B
252.8
211.0
16.0
0.0
0OOP 5 �+
- I� \
n 0. 1 0.0 �b b. �1.1 �.2 �.5 2.8 4. 0.0
�1 " Q �2
5 0.0 ��� �(� C)� �� b. 6 0 .5 1. 6 ;1.3 1 1 `00
2� 2
EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP WHICH
EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL
` b 2 0.0 0.0 b. .9 �� 2.7 2.9 2. i.5 .0 0.0O CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED
TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL
DISTRICTS AND AWAY FROM ADJACENT ROADS.
THE SPILLOVER OF LIGHTING FROM OUTDOOR LUMINAIRES
` + b.1 0.0 0.0 �7 1010 "a.5 .2 �.3 2.2 n.0 4.1 .4 '.2 p2 ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL
S AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE-HALF
TOP D 19,36 c' . 1. 00, + (1/2) FOOT CANDLE.
0 lS„ 0.0 0.0 7� 2 � 1 4.3 .2 .0 2.6 2.7 eINV IN=6.67
C :A
INV OUT 50006 64 d 914/ cO�C 61TTF
� �CF A �
0.0 1�� 0�09 �F 0 0 0.0 b.1 b. 2. 2.1 .8 4.4 "1.4 1.4 4. 2.6 .0
LIGHTING BY:
tiT ILLUMINATION CONCEPTS
D.0 0.0 0. 0 ` ` + .2 � .5 2.2 2.3 '1.7 1 0 0 P.O. BOX 6917
0 86*00'00° RICHMOND, VA 23230
R=100,00ft 804-358-2300
A=150.10ft 0.0 0.0 .0 + + + .1 .1 2.8 2.2 2.4 0.
T93.25Ft
Lc=136.40ft STORM M.H.
N54*57'58"W TDP=523'22
INV IN=513,T30 0.0 ` ` i 2 12. 2 2 2 O 2
INV OUT=513.73
T.M. 76MCll-24
PARCEL 14 0. 0.0 1�, t.5 2.5 J.8 i
BUSINESS o ONE
PUD
Richard A Oliva 0.0 v AIAF 4 4
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TILE STORE ENTRANCE �.0 + a
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9�
A
0 0 0.
N 10*47'46"
R=210,00f t
A=39,57ft
T19.84f t
N17 21 52°W
GRAPHIC SCALE 1"=20'
0 20 40 60
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DESIGNED BY
DATE
TM
1/22/04
DRAWN BY
DATE
TM
1/22/04
CHECKED BY
DATE
FILE
EDIT
ServmeMaster
-
SCALE 1 " =20 '
DRAWING
1: 1
PLOT
PROJECT 11218A
OF 1
SHEET NO.