HomeMy WebLinkAboutSDP200400057 Plan - Approved Final Site Plan and Comps. 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 be; 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 00-35, 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.
Z.
1. 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.
2.2. 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. All 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 Prot@Cted from §oil 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.
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. 9%)
Oren 355,755 s.f.
100%) 236,343
s.f. 66%)
T6'LcI Site Area 355,755 s.f.
�8.1 67 cc.) 355,755
s.f. 8.167 cc.)
94,212 s.f.
(2.16 cc.)
ii` al Parking and Vechicular Circulation Area
t
Arr:a 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.
Floor 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
Average one employee per site during daytime hours; others off
site working
Pocking:
Required: 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
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.
fiiLlr"WVIA L/GHT//VG®
Catalog Number
�
Notes
Type
FF: 'TOP.r"S & SPECIFICATIONS
IndUSE
For entrat-ces, stairwells, corridors and other pedestrian areas.
' CONSTRUCTION
Cutoff Mini-WallPaks
Rear e-pi c isrugged, tant
Injectesismolddie-castaluminum.Frontcover
is one-piece UV-resistarn in'ection molded polycarbonate, internally
painted. Captive external hardwward is specially treated for corrosion resis-
TWAC
tance and includes slotted hex -head and tamperproof fasteners.
F11111SH
HIG RESSURESODIUM
Dark Bronze (DDB) corrosion resistant polyester powder.
\ 35W 70W, 10OW
OPTICAL SYSTEM
Ore ece 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-
1 "X 6 P.T. Board
trance of outside contaminants,
(Color to Match Buildings)
ELECTRICAL SYSTEM
Ballast is reactor normal power factor, copper wound. HPS ballasts are
100%factory tested UL listed. Components
2"X 4" P . T.
and are heat-sinked directly to
the cast housing for maximum heat dissipation (For 50 hertz availability,
consuftfactory.)
Porcelain, horizontally oriented medium -base socket with copper alloy,
nickel -plated screw
shell and center contact. UL listed 660W, 6ObV and 4kV
pulse rated.
Medium -base lamp included with fixture.
INSTALLATION
Mount to any vertical surface or to a .4" round square outlet box. Back
Specifications
8'
7'
access through gasketed slot Top wiring access through 1/2' threaded Height:
condukertry. (Through -wiring requires us.ofaconduit t� Photocellsare
10" (25.4cm)
Width:
field -installable.
11-112° (29.2cm)
Depth:
LISTING
8-15/16" (22.7cm)
Weight:
10 lbs. (4.53kg)
UL listed for wet locations. IP65 listed. Listed and labeled to comply with
Canadian and Mexican Standards (see options).
ORDERING INFORMATION
Choose the boldface catalog nomenclature that best suits your needs and write it on the appropriate
Example: TWAC 36S 120 LPI
line. Order accessories as separate catalog numbers (shipped separately).
4"X4" POST
TWAC
P.T. (7' HIGH)
Series Wattage/
Voltage Options
TWAC Ielllp 120 _ Shipped installed in fixture Architectural Colors (optionso
Single fuse (120, 277,47V)5
FENCE
DNETAIL
N
T S
�,35Sr 2083SF
2,� DF Double fuse fact,
DNA Natural aluminum
DBL Brack
.
. <
70S 277 XHP High power factor ballast
balls
DMB Medium bronze
100S 347 EC Emergency circuits•'
DWH White
TB4 DC12 Emergency circuit 12 volt
DSS Sandstone
(35W lamp, included std.)'
DC2012 Emergency circuit 12 volt (20W lamp
included)
VICINITY MAP
2DC12 Emergency circuit 12 volt
(2 35W lamps included std.)'
2DC2012 Emergency circuit 12 vok (2 26W 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
CHARLOTTESVILLE
4 00tional multi -tap ballast (120,208,240,27714
In Canada 120,z77,3a7v;ships as12047. CSA Listed and labeled to comply with
/lccessodes
5 Not available with multi -tap ballast Canadian Standards
MOM Listed and labeled to corn with
ti lamp not included. comply
Order as separate catalog number
RK7 PEB1 Photocell kit (12011 only)
' Quartz lamp wattage not to exceed ballast PE Photocell
RK1 PEB1 CSA Photocell kit (12(YV only)
N
wattage rating. t/LP Less lamp
RK7 PEB2 Photocell kit (M. 240 or 277V)
Z SNOWS
Notavailable with QRS. EC or NOM.
.8on housing �t Lamp included as standard
RKl PE133 CSA Photocell kit (MM
NURSERYoladtflnish
TWAWG Wireguard
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( HOMr, COMPANY I PRODUCTS
I RESOURCES
SALES INFO
TRAINING
LIGHT*LINK
I CONTACT
SITE
OUiCR PRODUC1 SURLR STEP 0 OF 4
y [Select Product Types v
fi
NOT TO SCALE
FIRE OFFICE
COMMUNITY
DEV. DEPT.
ALBEMARLE CO.
SERVICE AUTH.
VA DEPT.
TRANSP.
HEALTH DEPT.
10 0-10
PHOTOMETRIC DATA FILE VIEWER
:ollowing the the basic photometric performance for the product you selected. For
)ackage such as Visual.
X-V 0 IN ST 1_�IVIET
----------
CONSERVATION PL -kN CHECIKLIST
(Handbook, pp IZI-284-111-297 for complete specifications)
❑ I. The following items shalt 6eshown on the olan-
Trees to be saved,
Limits of clearing (outside drip line of trees to bt save,,;),
Location and type of protective fencing,
- . Gsadechangeszequiring rre- •,•�-
Proposed trenching or tunneling beyond the limits of cl ,aritrg.
0 2. Martv'ni•
All trees w be saved shall be marked with print or ribbon at a height clearly visibic w equipment operators,
No grading shall begin until the tree marking has been inspected and approved by a County Inspector.
❑ 3. pn-r'onfitragdon Conference:
Tree preservation and protection measures shall be reviewed with the conaactor on site,
Q 4. Eauinment Operation and Stnra_g_
Leavy equipment, vehicular traffic and storage ofconstluction materials including soi"hall not be
permitted within the driplines of trees to be saved
❑ 5. SWII E__Md2n and Stormwater Detention Devices -
Such devices shah not advermeiy affect trees to be saved.
❑ 6.
I?'= are not pennincd within I0o feet; of the dripelinc of trees to be saved.
❑ 7. Io:ic Materials,.
Toxic mawrials shall not be stored within 100 feee of the dripline of trees to be saved.
❑ S. $oteefwe Fang:
Trew to be retained within 40 feet of a proposed buildiing or grading activity shall be protected by fencing.
Fencing shalt be in place and shall be inspected and approved by a County inspector prior to grading or
construcdon.
❑ 9. Tree Wells:
When the ground level must be raised within the dripline of a trice to be saved, a tree wail shall be provided
and a construction dctail submitted for approval_
O 10. Tree Walls_
When the ground level must be lowered within the dripline, of a tree to be saved, a tree ilfall shall be
provided; and a construction detail submitted for approval.
❑ Trenching and nnelin When trenching is required within the limits of clearing, it shall be done as far away frota the tmnks of
trees as possible. Tunneling under a tare time shall be considered as an alternative whoa it is anticipated
that necessary trenching will destroy feeder roots.
O 12.
Protective fencing shall be the test i
Le
I7t3 mmtaved during .tee final elt±anup.
ilk
O 13_ Damaeed Trees•
Damaged trees shall be treated immediately b pruning, fertilization or other merhods i' y P g, rgcommonded by a
tree specialise, ;
VOTE_ tT L5 THE DEVELOPER"s RESPOMMILL7Y TO CONFER wrTH 771E co;VT{tAc roR ON TREE CONSERVATION
REQUIREMENTS,
CONTRACT PURCHASER SIGNI ATURE , (OATE)
LANDSCAPING
Symbol No. Common Name Botanical Name Size Canopy Total
s.f. / tree s_f.
J
59
Sargent Juniper
Juniperus chinensis
12-15"
`Sargent'
127
Gold Coast
Juniperus chinensis
18-24"
Junipers
" Gold Coast"
BH
80
Dwarf Burford
flex Comuta
24" min.
Holly
`papa' "Burfordii"
AR
7
Red Maple
Acer rubrum
3 1/2" caliper
286
2002
CM
4
Crepe Myrtle
Lagerstroemia
8 - 10'
471
1884
indicu `natches'
WO
17
Willow Oak
Quercus phellos
3 t/2" caliper
380
6460
WD
2
White Dogwood
Corpus florida
5-6'
155
310
WP
9
White Pine
Pinus strobus
8 - 10'
119
1071
LC
14
Leyland Cypress
x Cupressocyparis
10 - 12'
47
658
leylandii
FC
7
Flowering Cherry
Prunus serrulata
6 - 8'
240
1680
kwanzan
WM
59
Wax Myrtle
Myrica cerifera
34'
471
28,731
OP
2
Ornamental Pear
Pyrus calleryana
8 - 10'
191
382
"chanticleer"
"chanticleer"
NS
32
Nellie Stevens
Ilex x "Nellie R.
4 - 5'
44
1408
Holly
Stevens"
BB
6
Red Pygmy Barberry
18-24"
68
2448
72
Inkberry
18-24"
KC
14
Kwanzan Cherry
Prunus serrulated
2 1/2 " caliper
240
3360
"kwanzan"
PV
8
Prague Viburnum
18-24"
RD
7
PJM Rhododendron
18-24"
3
Morning Light `Grass'
3 gal.
ZS
7
Chinese Zelkova
2 1/2 " caliper
490
3,430
53,824 s.f.
_PARK.11NU & PLAINT11NU
DETAIL N.T.S.
Note: 3000 psi concrete parking pad at grade
HIGH PRESSURE SODIUM
LIGHT WITH CUTOFF GLARE SHIELD
10 ft. high
SHIELDED LIGHT
10 ft. high
TURN Lave 1)"ETAIL N.T.S.
1.5"SM-9.5A
3' BM-25.0
8" 121A AGGREGATE
TURN LANE CROSS-SECTION
CG-6
TEST: LTL8358
MANUFAC: LITHONIA LIGHTING
9
S N 0 S
SITE PLAN
LUMCAT: TWAC 35S
LUMINAIRE: SPECIFICATION BUILDING MOUNTED LUMINAIRE, 35W
LAMPCAT: LU35/MED
LAMP: ONE 35-WATT CLEAR ED-17 HIGH PRESSUR',E SODIUIyI
_PRODUCTGROUP: OUTDOOR
ST0JDL%AGE
TAX MAP 90 PARCEL 35 Z0NED. LI
_INFOLINK: www.lithonia.com/visual/ies/ies.asp?vfile=
Number Lamps: 1
Lumens Per Lamp: 2250
Y A LL�„ D
S C O TT S V I LLE MAGISTERIAL DISTRICT
ALBEMARLE COUNTY, VIRGINIA
Photometric Type: Type C
Luminous Width: 0.86 ft
OWNER AND DEVELOPER, DUANE SNOW
_
F
0 42 1 O cJ
Luminous Length: 0.44 ft
Luminous Height: 0.12 ft
Ballast Factor: 1
ENGINEER DAVE WYANT P.E. 4888 GARTH RD. aROZET
REVISIONS
Input Watts: 55
Efficiency (Total): 44.5 %
DW
5
D W
0 4 11 0 5
Efficiency (Up): 0.1 %
Efficiency (Down): 44.4 %
,'Y T T'T-1 Tl m
SCALE
1 1 ) C-i /1 �
555
s�o
sus
FIRE OFFICE I COMMUNITY
DEV. DEPT.
550
1-1
►LBEMARLE CO. IRGINIA DEPT HEALTH DEPT.
')ERVICE AUTH. TRANSPORTATIO
'Trez = lad mulch
PhM of Rianaw
No
Top of Dam
Elev. 591', 8 ft. Wide
2:1 Slope (max.)
TMP 90-35X
Emergency Spillway
Elev. 591'
8 ft. Wide (Bottom), 2:1 slope (sides)
Level across Spillway
3.1 % Exit Slope (Max.) gash Rack
36 in. Dia.
3:1 Slope (max.)
3 Anti -seed Collars
(3'-3" x 3 -3")
Elev. 580.8'
Outlet Protection
(See Detail)
r
70 ft.� 15'
1" '91OPe i$' RCP
13 in. High
6 Supppport Bars
8 g. Corrugated Metal
24 in.
Concrete Riser
rin' RTTTT.T)TNC_ gFTRA(`W AATTI WO ( nVgTRTTrTTnN ArTTVTTV
ENT�AN'EDETAtL TS)
TMP 90-35Y
Elev. 589'
Easement
.......... ......... .. I ...... ............. ................
....... c�:z
.. . ........ .....
............... ................ ................................
............ -.1 ..... .................
.. -
.................. ....
....
/
TMP 90....... —35
r 35
f.....................
....
..... ............ * ....... ...
..
\1 �`.....................
...........
.....
35
It.
Entrance Width at Property Line is 30 ft.
3:1 Slope (max.)
/0' / / [z � A09*1'r
247 (m.
Z=U _A ga
A
Elev. 581.5' a°rite
30 4" Non -Perforated PVC Pipe OIX slope ct A
Con In tei
q. r 18
81ogjr n,
e�
CG-6
Note: 1. CG-6 to property line in entrance , then switch to CG-2.
Use CG-2 to define radii of entrance and roadway to TMP 90-35.
2. Owner of TMP 90-35 will continue full lane and CG-6 to
connect to full lane being installer' by owner of TMP 90-3533K:
in front of TMP 90-35Y.
Dc
�Ae
0lo
Ae
15—in. RCP Barrel
4 ft. pride
d(50
17.5 ft. Wide
7 in.
Outlet Protection
Detail (NTS)
535
540
SNOWS SITE PLAN
STORAGE TAX MAP 90 PARCEL 35 ZONED: LI
1885 AVON STREET EXTENDED
YARD SCOTTSVILLE MAGISTERIAL DISTRICT
ALBEMARLE COUNTY, VIRGINIA
905 LEI HDWAYVCHAR OTTESVILLE, SVA.W22901 0 2 —2 8— 0 5
ENGINEER: DAVE WYANT P.E. 4886 GAM RD. CROM, VA 22932 REVISIONS
SHEET— SCALE
3 of 7
1" = 20'
.40
Z
a
LU
H
r-/� 1-� Pine Trees To Be Remove
DOC)
uu-b
FIRE OFFICE COMDEV.MUNITY DEPT. I ALBEMARLE CO - SERVICE AUTH. ITRANSPORTATIONIHEALTH DEPT.
CG-6
GUARD RAIL(TO BE REMOVED)
CG-6
SNOW'S
STORAGJ
YARD
PHOTOMETRIC PLAN
TAX MAP 90 PARCEL 35 ZONED: LI
1885 AVON STREET EXTENDED
SCOTTSVILLE MAGISTERIAL DISTRICT
ALBEMARLE COUNTY, VIRGINIA
OWNER DEVELOPER, DUANE NO
905 LEI HDWAY CHAR OTTESVILLE, SVA w22901 0 2 / 2 8 05
ENGINEER: DAVE WYANT' P.E. 4686 GARTH RD. CROZET, VA 22932 REVISIONS
SHEET- SCALE
5 of 7
1 " = 20'