HomeMy WebLinkAboutSDP200400057 Plan - Approved 2005-05-13General Construction Notes
1. The site is not near a watercourse or within a reservoir watershed.
2. The site is not within 100-year flood plain limits.
3. Meets and bounds taken from surveys by Huffman and Associates, Inc. and
Thomas B. Lincoln Land Surveyor inc. Elevations are based on survey by
Thomas B. Lincoln Land Surveyor Inc. and USGS Datum. Benchmark is R.R.
spike in power pole #33-14, elevation.
4. The location of existing utilities across the line of proposed work are not necessarily shown
on the plans and where shown are only approximately correct. The contractor shall on his own
initiative locate all underground lines and structures before commencing work. He agrees to
be fully responsible for any and all damages that might be occasioned by his failure to exactly
locate and preserve any and all underground utilities.
5. The contractor shall be responsible for notifying "Miss Utility" (1-800-552-7001).
6. The acronym VDOT refers to the Virginia Department of Transportation.
7. All materials and construction methods shall conform to current VDOT Road and Bridge
Specifications and Standards.
8. Erosion and siltation control measures shall be provided in accordance with the approved
erosion control plan and must be installed prior to any clearing, grading or other construction.
9. All slopes and disturbed areas are to be fertilized, seeded and mulched. Maximum allowable
fill or cut slope is 2:1. Where reasonably obtained, lesser slopes of 4:1 or better are to be achieved.
10. Paved or rip -rap lined ditch may be required to stabilized a drainage channel when, in the
opinion of the Director of Engineering or his designee, it is deemed necessary.
11. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control
Devices, latest edition.
12. All excavation for underground pipe installation must comply with OSHA Standards for the
Construction Industry (29 CFR Part 1926).
13. Roadway Design: Rt. 742 8" #21A, 3" BM-25.0, 1.5" SM-9.5A
Travelways Surface Treatment: Prime and Double Seal
14. Runoff Control: Provided by detention basin and biofilter.
15. Erosion Control: As shown on E & S Plan.
16. Water: Albemarle County Service Authority; supply line on adjacent parcel 35Y; one meter
will b installed for all the offices.
17. Sewer: Albemarle County Service Authority; manhole on parcel 35X
18. Refuse: Trash handling is the responsibility of each tenant. All trash containers will
be enclosed in the fenced in areas.
19. Zoning: LI for parcels 90-35, 35Y, 35V, and 35A-1 and R-1 for parcel 90- 28
20. All signs will require separate permits under 4.15 of the zoning ordinance.
21. The area with the slope greater than 25% is presently covered with vegetation and is not to
be disturbed. A rip -rap ditch is proposed at the toe of the slope.
22. 450 ft. of sight distance is available at the proposed entrance on parcel 35Y. Parcels 35 and
35Y will share a common entrance. Existing entrances on both parcels 35 and 35Y will be closed.
23. This parcel will generate more than 350 vehicle trips per week.
24. Outdoor Lighting: Lighting on each building should not glare on adjacent parcels or the
roadways (see light detail). Two exterior lights are proposed for each unit in the rear
of the parcel: one light beside the entrance door and one light in the center of the back wall.
One exterior light is proposed on the back wall of the buildings along the front of the parcel.
No luminaire at this site will emit greater than 3,000 initial lumens and all luminaries will be
cutoff.
The spillover of lighting from parking area luminaries onto public roads and property in residential
or rural areas zoning districts shall not exceed one-half (1/2) foot candle.
25. Approval is subject to the issuance of a Certificate of Appropriateness from the ARB.
26. No off -site areas will be disturbed.
27. A 12-foot, full width lane will be added in front of parcel 35.
28. Prior to any construction within any public right-of-way, including connection to any existing
roads, a permit shall be obtained from the Virginia Department of Transportation. This plan
as drawn may not accurately reflect the requirements; therefore the permit shall govern.
29. It shall be the contractor's responsibility to check all dimensions, site conditions, final grading,
and field layout on the project and report all inconsistencies to the engineer, architect, surveyor,
and owner.
30. Ail service utilities shall be placed underground.
31. All construction and materials shall comply with the state building code in effect at the time of
construction.
32. All water and sewer appurtenances are to be located outside of roadside ditches.
33. Valves on deadend lines shall be rodded to provide adequate restraint for the valve during
a future extension of the line.
34. No grading is proposed at the site except to prepare each building location and in the
placement of the utility lines. Most of the grading is the removal of existing stockpiles on the
parcel. No grading or other earth disturbing activity (including trenching or tunneling),
except as necessary for the construction of tree wells or tree walls, shall occur within the drip line
of any trees or wooded areas nor intrude upon any other existing features designated in the
certificate of appropriateness for preservation.
35. No. of fixtures per unit:
1 Basin (Total = 16)
1 Toilet (Total = 16)
1 Water Fountain (Total = 16)
36. No variance is being requested but a special use permit is being applied for with the County.
37. No signs will be displayed on the exterior of the buildings. Each building and lot will be
numbered and have the number posted at the entrance to each unit. Two freestanding sign
meeting County and ARB requirements will be displayed. One sign at the entrance to parcel 35 with the park's name.
Sign Ht. = 12 ft. (Max.)
Size of Sign = 32 s.f. (Max.)
Size of Sign and Supports = 2.5 x 32 s.f. = 80 s.f.
38. All pervious areas of the site shall be permanently protected from soil erosion with grass or
other ground cover or mulch material.
39. No construction activity including grading or clearing of vegetation shall occur closer than
30 ft. to any residential or rural areas district. Screening shall be provided as required in section 32. 7. 9.
40. All buildings will be constructed with non-combustible materials.
1 "X6" P.T. Board
(Color to Match Buildings) \
FIRE OFFICE
FENCE DETAIL A.T.Q.
COMMUNITY
DEV. DEPT
VICINITY MAP
NOT TO SCALE
ALBEMARLE CO
SERVICE AUTH.
00 I(/J
5 I� 0'
4"X4" POST
P.T. (7' HIGH)
VA DEPT. HEALTH DEPT.
TRANSP.
Site Development Data
SITE DATA- Tax Map 90 Parcel 35
Deed Book: 702 page 792
SETBACKS:
10 ft. (parking) - Front; 30 ft.
adjacent to R-1 (Parcel 90-28) and public ROW
50 ft. (buildings) - Front; 50
ft. adjacent to R-1
(Parcel 90-28) and public ROW
LOCATION:
State Route 742
1885 Avon Street Extended
Scottsville Magisterial District
Albemarle County, Virginia
OWNER and DEVELOPER:
Duane Snow
905 Leigh Way
Charlottesville, Va. 22901
EXISTING CONDITIONS:
Woody, small undergrowth and
small stockpiles.
PROPOSED DEVELOPMENT and USE:
Office buildings and storage yards.
MAX. HT. OF BUILDINGS:
20ft.
ZONING:
LI and EC
AREA:
8.167 acres (355,755 s.f.)
LAND USE: EXISTING
PROPOSED
Buildings 0 s.f.
25,200
s.f. 7%)
Crushed Stone Areas 0 s.f.
62,259
s.f. 18%)
Impervious Travelways 0 s.f.
31,953
s.f. 92%)
Open 355,755 s.f.
100%) 236,343
s.f.
�8.1
Total Site Area 355,755 s.f.
�8-167 ac.) 355,755
s.f. 67 ac.)
94,212 s.f.
(2.16 cc.)
i:al Parking and Vechicular Circulation Area
Afaa Being Developed: 194,250 s.f. (4.46 acres) 25,200 s.f.
Land Coverage Ratio
(less than 0.5 x Lot Area = 177,878 s.f.) 25,200 s.f.
t loor Area Ratio
(less than 0.7 x Land Area = 249,029 s.f.)
Canopy Cover
Required: 10% of total site (10%)(355,755 S.F.) = 35,575
S.F.
Provided: 53,824 s.f. of canopy (see below)
Interior Parking Landscape
1 large or medium shade tree per 10 parking spaces = 80
parking spaces = 8 trees
Required: (5%) (94,212 S.F.) = 4,711 S.F.
Provided: 10,340 S.F. (see below)
Maximum number of employees: 6 per rental unit
Averoge one employee per site during daytime hours; others off
site working
Parking:
Rquired: 2 spaces for employees & 2 spaces for facility vehicles on site
1 employee and one facility vehicle on site
during daytime hours
Provided: 5 spaces per unit Includes 1 handicap space per unit
Total provided = 64 spaces plus 16 handicap
spaces
One handicap space per unit will be provided
and will be constructed of 3,000 psi concrete
at grade.
INTERIOR LANDSCAPING (32.7.9.7(B
7 CHINESE ZELKOVA
80 BURFORD HOLLY
9 WHITE PINE
210 JUNIPERS
17 WILLOW OAK
CANOPY / TREE TOTAL
490 S.F. 3,430 S.F.
50 S.F. 450 S.F.
380 S.F. 6,460 S.F.
10,340 S.F.
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L®W IA LAB %IM%AG®
Catalog Number
®'
Notes
Type
Fr: ;T10P.iw_"10J & SPECIFICATIONS
;?J 1 tit;.aUSE
For entrances, stairwells, corridors and other pedestrian areas.
Cutoff Mini-WallPaks
CO??r'.`RUCTiON
Rear e-pi is rugged, corrosion -resistant, die-cast aluminum. Front cover
is one -niece UV -resistant injection molded polycarbonate, internally
TWAC
painted. Captive external hardward is specially treated for corrosion resis-
tance and includes slotted hex -head and tamperproof fasteners.
FINISH
H1G RESSURESODIUM
Dark Bronze (DDB) corrosion resistant polyester powder.
OW, 70W, 100W
OPTICAL SYSTEM
One-piece die -formed reflector is diffused aluminum. Refractor is clear UV
stabilized polycarbonate, providing IES cutoff distribution and maximum
lateral light output. Front cover is sealed and gasketed to inhibit the en-
trance of outside contaminants.
ELECTRICAL SYSTEM
Ballast is reactor normal power factor, copper wound. HIPS ballasts are
100%factory tested and UL listed. Components are heat-sinked directly to
the cast housing for maximum heat dissipation (For 50 hertz availability,
consult factory.)
Porcelain, horizontally oriented medium -base socket with copper alloy,
nickel -plated screw shell and center contact. UL listed 660W, 600V and 41kV
pulse rated.
Medium -base lamp included with fixture.
INSTALLATION
Mount to any vertical surface onto a 4" round square outlet box. Back
Specifications
access through gasketed slot Top wiring access through 1/2' threaded Height:
10" (25.4cm)
conduit entry. (Through -wiring requires us of a conduit tee). Photocells are Width:
11-112" (29.2cm)
field -installable. Depth:
8-15116' (22.7cm)
LISTING Weight:
10 lbs. (4.53kg)
UL listed for wet locations. IP65 listed. Listed and labeled to comply with
Canadian and Mexican Standards (see options).
®RD %% NG iNFORMAT'ION
Choose the boldface catalog nomenclature that best suits your needs and write it on the appropriate
Example: TWAC 35S 120 LPI
line. Order accessories as separate catalog numbers (shipped separately).
TwOC
Series I Options
TWA4
---
damp
120 Shipped installed in Fixture S Architectural Colors (optional)
SF Single fuse (120, 277, 4}Vj, DNA Natural
-,�l-3SS1 208,
aluminum
50S 240, DF Double fuse (208, 240V)5
DBL Black
70S 277 XHP High power factor ballast
DMB Medium bronze
100S 347 EC Emergency circuit',.'
DWH White
TB4 DC12 Emergency circuit 12 volt
DSS Sandstone
(35W lamp included std.r
DC2012 Emergency circuit 12 volt (20W lamp
included)
2DC12 Emergency circuit 12 volt
(2 35W lamps included std.)"
2DC2012 Emergency circuit 12 volt (2 20W lamps
NOTES: included)
1 120V only. QRS Quartz restrike systems.?
2 120 or 277V only. CR Enhanced corrosion -resistance
3 Consult factory for availability in Canada. CRT Non-stick protective Coatings
4 Opthinai multi -tap ballast (120,208.240.277V)
CSA Listed and labeled to comply with
Accessories
In Canada 120,277,347V: ships as 1201347.
Canadian Standards
Order as separate catalog number
S Not available with multi tap ballast
NORA Li
6 lamp not included. Listed and labeled to comply with
RK1 PEB1 Photocell kit (120V only)
7 Quartz lamp wattage not to exceed ballast PE Photocell
RK1 PE61 CSA Photocell kit (120V only)
wattage rating. t/LP Less tamp
RK1 PEB2 Photocell kit (208, 240 or 277V)
8 Not available with QRS, EC orNOM. ,LPI Lamp included as standard
RK1 PEB3 CSA Photocell kit (347V)
4 o!aa finish on lousing only.
TWAWG Wireguard
Irn
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n
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PHOTOMETRIC DATA FILE VIEWER
Following the the basic photometric
performance for the product you selected. For E
package such as Visual.
TEST:
LTL8358
MANUFAC:
LITHONIA LIGHTING
LUMCAT:
TWAC 35S
LUMINAIRE::
SPECIFICATION BUILDING MOUNTED LUMINAIRE, 35W
LAMPCAT:
LU35/MED
LAMP:
ONE 35-WATT CLEAR ED-17 HIGH PRESSURE SODIUi14
_PRODUCTGROUP:
OUTDOOR
_INFOLINK:
www.lithonia.com/visual/`leslies.asp"vfile=
Number Lamps:
1
Lumens Per Lamp:
2250
Photometric Type:
Type C
Luminous Width:
0.86 ft
Luminous Length:
0.44 ft
Luminous Height:
0.12 ft
Ballast Factor:
1
input Watts:
55
Efficiency (Total):
44.5 %
Efficiency (Up):
0.1 %
Efficiency (Down):
44.4 %
F,-F,E, T
Xv ON SV
CONSERVATION PL,41N CRECIKLLST
(Handbooks, pp IB-284-11 I-297 for complete specifications)
® 1.
The fotloarinl; items §h9I1 t% shown on the nlan
Trees to be saved;
Limits of clearing (outside drip line of trees to be save ,)-
and Lypp�e�..�'o�.eef..�.protective feenciing;
��'L!�ooc.��arion
��`
_.�Cicack r. hang a 1, YP ♦1 ,u1f4 C3 �IiHI l:li - •- -..-. ..-. . .---�
Proposed trenching or tunneling beyond the limits of cf wring.
Q 2_
t44ar_ kiaty�
All trees ro be saved shall be marked with print or ribbo,7 at a height clearly visible to equipment operators.
No grading shall begin until the tree marking has bemn inspected and approved by a County Inspector -
CI 3.
F'MGonstr"gVon iZonference:
Tree preservation and protection measures shall be reviewed with the eortrmctor on site.
13 4.
Etsuinmeat Operation and StgM%g
Heavy r-quipment, vehicular traffic and storage ofconstructiQrp materials including saii%hall not be
permitted within the driplines of trees to be saved_
® S.
SWII Ergsion_alnd,Storanwater Detention 1Dewices•
Such devices shalt not advet'sely affect tt•ces to be saved
® 6.r
Fires are not permitted within 100 feet of the dr'Fpelinc oftrees to be saved.
LANDSCAPING
❑ 7.
Toxic aterials"
Toxic materials shall not be stored within 100 feet of the dripline of trees to be saved.
Symbol
No.
Common Name
Botanical Name
Size
Canopy Total
s.f/ee
❑ S.
Protective Fencing,;
Trees to be retained within 40 feet of a proposed buildim., or grading activity shall be paotectcd by fencing.
Fencing shall be in place and shall be inspected and approved by a County Inspector prior to grading or
J
59
Sargent Juniper
Juniperus chinensis
12-15"
construcuort.
'Sargent'
127
Gold Coast
Juniperus chinensis
18-24"
'Tree wells: � �
When the ground level roust be raised withi(t the dripline of a me to be saved, a ti-ce well shall be provided
Junipers
Burford
"Gold Coast"
Ilex Coast"
24" min.
and a construction detail submitted for approval-
BH
80
Dwarf
Holly
`Wane' "Burfordii"
❑ 10.
Tree malls:
AR
7
lied Maple
Acer rub -rum
3 1/2" caliper
286 2002
When the ground level must be lowered within tht dripline of a tree to be saved, s vee wall shalt be
CM
4
Crepe Myrtle
Lagerstroemia
8 - 10,
471 1884
provided; and a construction detail submitted for approval. w'
1ngersdicu `oemia S'
0 IL
Trenching anti T tt_rrnelinp„�
WO
17
Willow Oak
Quercus phellos
3 t/2" caliper
380 6460
Wictr trenching is required within the limits of cleating, it shall be done as Fat away froth the trunks of
WD
2
White Dogwood
Cornus florida
5-6'
155 310
trees as possible. Tunneling under a large tree shall be considered as an alternative whet it is anticipated
WP
9
White Pine
Pinus strobes
8- 10,
119 1071
that necessary trenching will dcstlroy feeder roots_
LC
14
Leyland Cypress
x Cupressocyparis
10 - 12'
47 658
i 0 12.
1 ,z
leylandii
Protective Fencing shall be the fast items removed during .he final cleanup,
]E C
7
Flowering Cherry
Prunus serrulata
6 - 8'
240 1680
O 13_
r.
Damaged Tnr<es;
Damaged trees shall be treated immediately by pruning, fertilization Pr other methods r commcnded by a
WM
59
Wax Myrtle
kwanzan
Myrica cerifera
3-4'
471 28,731
treespeaialist
OP
2
Ornamental Pear
Pyrus calleryana
8-10,
191 382
"chanticleer"
"chanticleer"
NOTE_ rT i5 THE DEVELOPER'S RESPONSTBIL1T1t' To CONFER ivrrH T11E CONTRACTOR ON TREE CONSERt ,AnoN
tQttlix> �il_1v s. -
NS
32
Nellie Stevens
R.
ISteve
4 - 5'
44 14®8
)dolly
s'ellie
OWNER SIGNATURE (LSATEi} r
BB
6
Pied Pygmy Barberry
18-24"
68 2448
72
lnkberry
18-24"
f
CONTRACT PURCHASER SIGNATURE (GATE)
KC
14
Kwanzan Cherry
Prunus serrulated
2 1/2 " caliper
240 3360
"kwanzan"
PV
8
Prague Viburnum
18-20
RD
7
PJM Rhododendron
18-24"
3
Morning Light `Grass'
3 gal.
i
ZS
7
Chinese Zelkova
2 1/2 "caliper
490 3,430
53,924 s.f.
PARKIIN U & I-'LANITN U
DETAIL N.T.S.
Note: 3000 psi concrete parking pad at grade
HIGH PRESSURE SODIUM
LIGHT WITH CUTOFF GLARE SHIELD
10 ft. high
18,
SHIELDED LIGHT
10 ft. high
TUIR'IN LANE DETAIL N.T.S.
S NO'W I S
S T 017N'l A G E
Y A R
1.5"SM-9.5A
3' BM-25.0
CG-6
3" 121A AGGREGATE
TURN LANE CROSS-SECTION
TAX MAP 90 PARCEL, 35 ZONED: LI
SCOTTSVILLE MAGISTERIAL DISTRICT
ALBEMARLE COUNTY, VIRGINIA
OWNER AND DEVELOPER, DUANE SNOW
ENGINEER DAVE WYANT P.E. 4686 GARTH RD. CROZET
SCALE
SHEET- 1 = 20'
1 Of 7
04/21/05
REVISIONS
DW 02 28 05
DW 04/11/05
X 11\
u, i�uln, n r �kr
VAN\,l r-*� Pine Frees T o B e R e m o v e d
CG-6 CG-6
i i i i i i i i i i i i
GUARD RAIL(TO 6E REMOVED)
FIRE OFFICE I DEV.MUDE T. NITY � ALBEMSERV CE AUTH. LE ITRANSPOR ATIONHEALTH DEPT.
K
iJ
SNOW'S PHOTOMETRIC PLAN
STORAGE TAX MAP 90 PARCEL 35 ZONED: LI
YARD 1885 AVON STREET EXTENDED
SCOTTSVILLE MAGISTERIAL DISTRICT
ALBEMARLE COUNTY, VIRGINIA
OWNER AND DEVELOPER, DUANE SNOW 0 2/ 2 8/ 0 5
905 LEIGH WAY CHARLOTTESVILLE, VA. 22901
ENGINEER: DAVE WYANT' P.E. 4686 GARTH RD. CROZET, VA 22932 REVISIONS
54
04
X�
a
SHEET- SCALE ,
5 ®f 7 1 = 20