HomeMy WebLinkAboutSDP200100096 Plan - Approved Major Amendment, Final Site Plan2002-11-14General Construction Notes
24. Outdoor Lighting: The spillover of lighting from
1. The site is not near a watercourse or within a reservoir
parking area luminaries onto public roads and property
watershed,
in residential or rural areas zoning districts shall not
2. The site is not within I 00-year flood plain limits. exceed one-half (Y2) foot candle. Outdoor lighting shall
be directed away from roadways and adjacent
3. Meets and bounds and topographic data (USGS Datum) properties and shielded where necessaq,
taken from survey by B. Aubrey Huffman and 25. Each outdoor luminaire equipped with a lamp which
Associates, Inc. Benchmark is R.R. spike in power pole
emits 3,,000 or more initial lumens shall be a full cutoff
#33-14, elevation - 586.79.
luminaire or a decorative luminaire with full cutoff
4. The location of existing utilities across the line of optics. No luminaire at this site will emit greater than
proposed work are not necessarily shown on the plans 3,000 initial lumens.
and where shown are only approximately correct. The
26. This parcel is in the entrance corridor overlay district
contractor shall on his own initiative locate all (EQ.
underground lines and structures before commencing
work. He agrees to be fully responsible for any and all 27. No off -site areas will be disturbed".
damages that might be occasioned by his failure to
exactly locate and preserve any and all underground 28. Prior to any construction within any public right -of -
utilities. way, including connection to any existing roads, a
permit shall be obtained from the Virginia Department
5. The contractor shall be responsible for notifying "Miss
of Transportation (VDOT). This plan as drawn may not
Utility" (1-800-5.52-7001).
accurately reflect the requirements; therefore the permit
shall govern.
6. The acronym VDOT refers to the Virginia Department of
Transportation.
29. It shall be the contractor's responsibility to check all
dimensions, site conditions., final grading, and field
7. All materials and construction methods shall conform to
layout on the project and report all inconsistencies to
current VDOT Road and Bridge Specifications and
the engineer, architect, surveyor, and owner. Should
Standards.
the contractor fail to comply with the above he will
8. Erosion and siltation control measures shall be provided assume total responsibility for any errors and
in accordance with the approved erosion control plan and inconsistencies.
must be installed prior to any clearing, grading or other
30. All service utilities shall be placed underground.
construction.
31. All construction and materials shall comply with the
9. All slopes and disturbed areas are to be :fertilized, seeded
state building code in effect at the time of construction.
and mulched. Maximum allowable fill or cut slope is 2: 1.
Where reasonably obtained, lesser slopes of 4:1 or better 32. All water and sewer appurtenances are -to be located
are to be achieved. outside of roadside ditches.
33. Valves on deadend lines shall be nodded to provide
10. Paved or rip -rap lined ditch may be required to
stabilized a drainage channel when, in the opinion of adequate restraint for the valve during a future
the Director of Engineering or his designee, it is extension of the line.
deemed necessary.
34. Proposed Use: Contractor's storage yard
11. All traffic control signs shall conform with the Virginia
Manual for Uniform Traffic Control Devices,) latest 35. Maximum number of employees: 54; Parking required:
27; Parking provided: 34; One handicap space per
edition.
building will be provided and will be constructed of
12. All excavation for underground pipe installation must 3,000 psi concrete at grade.
comply with OSHA Standards for the Construction
Industry (29 CFR Part 1926). j 36. Six storage buildings with offices
13. Turn Lane Design: Rt. 742 8" #21A, 3" BM-25.0, 1.5 37. Total water fixtures:
SM-9.5A
6 Basins
14. Runoff Control: Provided by extended detention basin.
6 Toilets
15. Erosion Control: As shown on E & S Plan.
12 exterior spigots
16. Water: Albemarle County Service Authority; supply
38. Total acres - 5.78 ac. - 251777 sq. ft.
line on parcel; one meter will be installed for all the
offices.1 rOpen space - 5.45 ac. = 237,3
65 sq. ft. - 94.3%
17, Sewer: Albemarle County Service Authority; to be
Buildings = 0.33 ac. - 14,412 sq. ft. 5.7%
installed
3.36 ac. - 146,410 sq. ft. - 58.2%
39. Impervious area
18. Refuse: Trash handling is the responsibility of each
Pervious area - 9 41.8%
tenant. All trash containers will be enclosed in the
2.42 ac. - 105415 sq.ft-
.
fenced in areas.
40. All pervious areas of the site shall be permanently
19, Zoning: LI for parcels 90-35P, 35Y, and 35W and R-1 protected from soil erosion with grass or other ground
for parcel 90- 3 5M and 3 5N cover or mulch material.
41. All paving and drainage related Materials and
20. Setbacks: Front -10 ft. for parking and 50 ft. for
buildings; adjacent to parcel 90-3 5M and 3 5N: 30 ft. construction methods shall conform to current
for parking and 50 ft. for buildings specifications and standards of VDOT unless otherwise
noted.
Sign: 5 ft. from property line
42. Unless otherwise noted all concrete pipe shall be
21. The area with the slope greater than 25% is presently LL reinforced concrete pipe class 111.
covered with vegetation and is not to be disturbed.
43. In lieu of concrete storm drain pipe ADS N-12
22.450 ft. of sight distance is available at the entrance on corrugated polyethylene pipe may be used in
parcel 35X. conjunction with bedding type PB-1.
23. This parcel will generate less than 3 50 vehicle trips per 44. This site plan is an amendment of SDP 98-122
week. approved August 27, 1998.'
FIRE OFFICE
4�A
ZONING DEPT.
PLANNING
DEPA MENT
ENGINEERING
DEPARTMENT
V
LBENIARLE CO.
ERVICE AUTH.
VIRGINIA DEPT OF
TRANSPORTATION
HEALTH DEPT.
45. This property will be subject to all conditions of SP 98-
65, approved March 17, 1999 and ARB-F(SDP) 99-04
and Certificate of Appropriateness received
February 16, 1999.
46. A total of 6 buildings are proposed for this parcel. Two
buildings "are constructed. One of those buildings will
have an addition of 1199 sq. ft. Also, four new
buildings are proposed for the front of the parcel. Each
building will be 1800 sq. ft.
47. Existing buildings are being used as offices, garage, and
storage areas.
48, Floor area ratio 412 sq. ft.
(less than 0.7 x land area - 176,244 sq. ft.)
49, Land coverage ratio - 14,412 sq. ft.
(less than 0.5 x lot area - 125,889 sq. ft.)
50. Loading spaces: Required: I space per 8,000 sq. ft. of
office space
Office space: 14,412 sq. ft.
Provided: 149412 / 8,000 - 1.80., so 2
loading spaces
51, Fireflow at fire hydrant # 11172 is 690 gal/min. at 20
psi of -pressure. Test performed by the Albemarle
County Service Authority on January 8, 2002.
52. All new buildings are to be constructed of non-
combustible materials.
General Water & Sewer Conditions
1. Work shall be subject to inspection by Albemarle
County Service Authority inspectors. The contractor
will be responsible for notifying the proper Service
Authority officials at the start of the work.
2. 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.
3. All materials and construction shall comply, with
general water and sewer construction specifications as
adopted by the Albemarle County Service Authority.
on January 15, 1998.
9. Touch read meters are being used by the Albemarle
County Service Authority. To accommodate these -
meters, meter lids will require a 1 3/4" hole tapped
in the center of the lid. Blind taps or plugs shall be
provide to prevent debris from entering the box prior
to meter installation,
10. All water and sewer appurtenances are to be located
outside of roadside ditches.
11. Certification that 95 percent compaction is obtained
shall be provided for all fill areas under water and
sewer lines and appurtenances. This certification shall
be signed by a professional engineer. The certification
shall state "the exa, t area -that the certification applies
to.
12. Valves on dead end lines shall be nodded to provide
adequate restraint for the valve during a future
extension of the line.
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4. All elevations are based on USGS Datum. SNOW
5. The contractor shall be responsible for notifying *"Miss
utility5) (1-800-552-7001).
6. All water and sewer pipe shall have a minimum of 3
feet of cover measured from the top of the pipe, over
the centerline of the pipe. This includes all fire
hydrant lines, service laterals, waterlines,, etc.
7.20 ft. wide easement, centered on the pipeline and
appurtenances shall be dedicated to the Albemarle
County Service Authority, except where the line is in a
public road right-of-way or an access easement, in
which case the access easement shall also be dedicated
as a utility easement.
8. 3 ft. min. separation required between waterline and
storm sewer culverts or 6'5 separation when waterline
is insulated. Use V2" thick therma cel pipe insulation
in 3' x 4' sheets as manufactured by Nomaca, Inc. or
equal approved by Albemarle County Service
Authority. Insulation to extend 5' beyond ends of
culvert when parallel.
VICINITY
NOTE: This ' major amendment to the site plan is
required because several buildings have been
constructed at the rear of the property since the
last site plan was approved. Also.,, usage of several
areas has changed since that approval.
C,,1 e,JO1?l AMENDMENT PLAN SNo,s s BUSINESS PARK
C E L 35 X ZONED- Ll TAX MAP 9 0 9 1 0
CQTr[,`„'fLLE M," sf?fS7'}'lf;'1'
C 0 T(-J , T
AL�L'PIARLE ITY, VRrrINiA
NOTE: ALL METAL ADDITION, TO EXISTING
BUILDING ADDITIONAL FOOTAGE TO NOT
EXCEED 1,200 SQ.FT.
.T'
MATCH LINES
ISTING RETAINING WALL _ - - EXISTING EDGE OF GRAVEL
--' —
- `-
, ----- ----
-- 5`�6
GRINDER PUMP AND TAN SEWER
�,
LINE CONCRETE PAD
I I / YY1o�� OP,''DATER
I I 18' X20' CONCRETE 32' �ROsE GUARD RAI
I I I PARKING (HC) P _ - -
I PARKING/STORAGE / a
1
I �r3- 16' ®' --INOOI1T' '67 4.0'
I 1 " 580
/ r EXISTING FIRE WALL
/ ' r I ONE STORE 1 39' 11 7/16' , / / Q
SLOPES GREATER THAN 25� '' ,/ // A �\ � r/ / w
METAL BUILD � — — 582
co
III INS �:� /
/ / / i i • I II %
MAX
HEIGHT ' 1 ( ADDITION OF GRAVEL
1199 SQ.FT, XISTING EDGE OF
Z
----------------------------- ---- "- _ _ - _ _ , _ i / // \----------------- ' / U�\ _ _ - - SEATER HAN 25% / r�
- - - - - - - - - - — - - - - - - - - - - - - - — - - - -
_ _------- �
DIVERSION BERM TO 580.0' -- - _
N�/ _--- ------ -- __ _� / _ - ---- ----- - ----—' '� � - ------ ----------- ------- --------------------
IRO - - EXIST. 8' HIGH CHAIN LINK FENCE i i O --� 0
/ EXIST 8 HIGH C N L- INK FE ®;-�.�®5"je - 7
579 580-- ----
------- �— 76
/ ' GRAB _—' -- 578 /L— / I p Q�?
579 / �� - ----EII3E-- 'PLUG 'S�JrJ
578 / OP 5'79.0 / / ------------- -------------------- — — _ -__ - — _ -- — — — _
_ OUT. 575.5 / — -� _
12" CMP _-----------SEEETAIZ_-
149 _ HYDRANT -1
c ' ' ' SLOPE = 0.7 % _ - INV.IN574.5' �' - Y' a S S ASSEMBLY TEE _
Lo
ASS S � � � - - � ' ' NV. OUTMfl TOP '574.4' / /76.5'' —
/ / � EXIST. EDGE OF GRAVEL , - - - - - �
/ --- --7C WM
� EXIST. EDGE OF GRAVEL / � W
SEE DETAIL 1 -'' - - / RPZ BACKFLOW PREYVETER
/ i ( BACK BUILDIN S )
w I I
Z x /// I //, ///� 1 I O
/ Y / I _ —— 588
r / / CO L0
CYD
'' / � / C) I I w 0
- -------------------
�' GRAVEL x -�-_-'--I Pc I..o 590
560 I I j
z
5621 x ' GRAVEL " I I ' 24
I / GRAVEL/
EXISTING TRAVELWAY
5641 I /w / i •� � I I
GRAVEL x 1
566a co ------------
X
`o592568co I a
w
580
co oZ co
w
E-
x �/ I
r rx
rl�x I
50 /' / 50 r 50' 50'
I
I / ' MAX. HT. = Yi5'
MAX. HT = 35' 70' '
44
SLOPES GREATER THAN 25% I i I �' /' 36C ' I 36' 36 % 36
I / MAX. HT. = 35' aI � Q I I
MAX. HT. = 35' ,/ RP'Z BACKFLOW Q 1 � w
1 , / PR:EVENTER(ALL BUILDINGS) �I h
I I 45 C(ONCRET' �tAMP
' ' / , 8' X 5' CONCRETE RAMP 8' X 5' CON�RETE RAMP W // ,l 8' X 5' CONCRETE RAMP
I I W I U4 w r '
/ �
PROPOSED WATER LIN %! II a I
NCRETE
CONCRETE
CONCRETE \� CONCREI E Wq�/ P / I I to 115' -►
I I PP PARKING PAD PARKINd PAD c" `y' PA�jKING PAD PARKING PAD
CiI,1/ (18. X0.) p 40(18'\\ 50') \ / \B' X 50')
- 10' —10,
TOP, 579.0'
5' CMP WITH TRASH RAC
2'
577.0'
VDOT #68 AGGREGATE
3" DEWATERING PIPE
INV.OUT. 575.5' 149' 15" CMP
SEDIMENT BASIN
DETAIL I
10' 10'
18" CMP WITH TRASH RACK
INV.IN.574.5
MH TOP 578.5'
2
3" DEWATERING PIPE-'''ll
15" CMP
SEDIMENT BASIN
DETAIL 2
VDOT #68 AGGREGATE
18"CMP
INV. OUT= 574.4'
NOTE: WATER SERVICE TO BE TAPPED
OFF WATER MAIN ON ANON STREET SIDE
OF EXISTING FIRE HYDRANT,
TM 90 PARCEL 35Y
SNOWS INC.
D.B. 664-772
ZONED : LI
USE: GARDEN & NURSERY
1.5"SM-9.5A
3' BM-25.0
21 A AGGREGATE
TURN LANE CROSS—SECTION
' 1 Q / Qt? 5' 10' 5 9 \ 9 9 \ / 5' 10' S g' 9' 9' ��' BUILDING SETBACK
9 I { 5' I 10' S 9 9' 9 0 5' _i 10' 1 5 9 9 9 s alp slr I I
5 0 B U I LD I N G S E T BACK w �. _+. + -I• •I I- -' .�..�. ,I r T r �« .I I-- �. 0. .� , �: I
I 3- W (X 18' PARKING SPACES / 1- 20' X 1W HC 4�AI ` 3- 9' X 18' PARKING SPACES i- 20' X 18' IllC I 3- 9 X 18' PARKING SPACES 1- 20' X 18' HC \� / 3- 9' X 18' PARKING SPACES / 1=• 20' X 18' HC I r �I
\ I I
GRAVEL / VIOLA WAY �\ GRAVEL - w - -4, - - �--�- - - - - - I '
I - -
_ _ i \ GRAVEL FIRE r ' ACCESS EASEMENT TO BE
\ HYD ANT
I I ' - • - ' • - • - . - . `� o � PLATTED &RECORDED
' I_ � PROPOSED ', '-'�-•--�-�•-•-.--._..-. � SITE BENCHMARK Q
PROPOSED -{ ' -PROPOSED- . - _ \ -`.
— R.R SPIKE- IN-POLE-NO�: \G3 14 ASSE r { I / MANHOLE PR.OMSE-D@-'-'- `s I BLY r
8" SEWER 14NE- ` 8" SEWER LINE ELEVATION 588.79 \ r
�� EXTENSION \A�NHOLE LOADING SPACE USGS DATUM \ 20' SEWER 12' a, W PROPOSED \ EXIST. EDGE OF GRAVEL \ I I
/ - - - - - - _ _ _ _\ _ _ _ _ _ - --1- - - - -\ -EASEMENT - MANHOLE WIT AND PLANTING BORDER r ��
^ -�-STUB-OIJZ_
EXIST. EDGE OF GRAVELAZ`ER-- I - \
EXIST. SLOPES OF I \ 1 - - - `ANJI PLANTING BORDER \ METER / T
10
\ � I \ ' PARKING SETBACK
25% OR GREATER \ 1 1/2" —
' — \� EXIST. O.H. POW1�R & TEL. L-INES D.B. 29'7-193 VT&T D.B. 33B=34� �T&T \\D.B. 424-261 VT&T'--I� B. 512-665 VEPCO
DI \ _ E -� - - -
�-- E�� E E EE -_ E- _ E E
R/W MARGIN- - _ --__ N 30 22' -41",E 453.88 - - ___ -- 7 - - R/W MARGIN
- �- --- �' IRON --- - 25 FULLRIPPED TAPER
�__---- ------ --- --- ___ _____ =-_ -- _ _ _ - i 15" RCP - ► CG-6
WITH TURN LANE WITH STRIPPED
EXIST 'DI RCPEXIST. CG-6,'' /,� / �--15" RCP // DI-2B - -%' 15,�- -
" RCP - ► CG-6 ,
/
/ top 583.5 / , _ - .. - _ WATER LINE
TOP/ 5'71.26 / /' / /' / NV. 579.3 /' EXISTING EDGE OF PAVEMENT
5 f�y 0 - IN_� 566 70 25' TO �11E CENTER OF THE ROAD
52 - / ,' /' _ _-5-+ SIGHT DISTANCE AVAILABLE TO STATE ROUTE `�42 i
EXTI�o/ / / TO STATE ROUTE 20,' A V O1.� S REET S �L 1�l E � 0E "700 TO STONEY CREEK DR5`�4 576 /DRIVE EXISTING CRIOSSING
578 580 '
582
CG-6
8" VDOT #21A
NOTE: 1. FACE OF CURB SHOULD BE 25' FROM THE CENTERLINE OF ROUTE 742,
2. ALL PARKING SPACES ARE GRAVEL EXCEPT HANDICAP SPACES. HANDICAP
SPACES ARE CONCRETE SLABS FLUSH WITH THE SURROUNDING GROUND.
FIRE OFFICE
ZONING DEPT.
PLANNING
DEPARTMENT
ENGINEERING
DEPARTMENT
ALBEMARLE CO. VIRCINIA DEPT OF HEALTH DEPT.
SERVICE AUTH. TRANSPORTATION
sea
/
/
/
/
584- 586
SCALE
588 590 /
592
V'
20'
EXISTING- CONTOURS
9 -
---------------------
2 INTERNALS
PROPOSED CONTOURS
APPROX. LOCATION EXIST, 12" DI WATER LANE', 12 X 8 TAPPING SLEEVE& VALVE
594 �.._..—..—..—..—..
EXISTING FIRE HYDRANT
NO. 11,171
MAJOR AMENDMENT PLAN SNOW'S BUSINESS PARK
TAX MAP 90 PARCEL 35X ZONED: LI
SCOTTSVILLE MAGISTERIAL DISTIRICT
ALBEMARL1E COUNTY,, VIRGINIA
TM 90 PARCEL 35 M
GRACE D. DUVAL
D. B. 414-515
ZONED: R1
USE: RESIDENCE /
�'`.. /:------ ------
529 -IRON
530 ---
TM 90 PARCEL 35 N
JOHN P. & ETHEL L. BRUCE
D. B. 391-525
ZONED. R1
USE: RESIDENCE
CONSTRUCTION EQUIPMENT
& MATERIALS (TBR) FROM AREA.
534
EXISTING CONCRETE PAD
NOTE: RETAINING WALL (APPROX. 295 FEET) 536
TO BE A VDOT DESIGEN WHEN WALL IS
GREATER THAN 5 FEET IN HEIGHT. ---
TM 90 PARCEL 35 W
JAMES B. JR. OR BRUCE R.
D. B. 1166-51
ZONED: LI
USE: CONTRACTORS OFFICE
MURRAY
533,
540
54;2
554556
553
560,.
FIRE OFFICE
ZONING DEPT.
PLANNING
DEPARTMENT
ENGINEERING
DEPARTMENT
LBEMARLE CO.
ERVICE AUTH.
IRGINIA DEPT
RANSPORTATION
HEALTH DEPT.
TM 90 PARCEL 35
D.B. 976-474
ZONED: LIB
USE: VACANT
SLOIPE S GREATER THAN
Conditions of PC Waiver
1. Replant the 30' buffer with a double staggered row (15' on
center) of American Holly along the full distance of the shared
residential property line.
2. A single row of white pines (IS' on center) shall be planted
along the entire length of the rear property line.
3. Any portion of the 8' high chain link that is removed as a result
of the disturbance activity shall be reinstalled, after completion of
the work necessary for cleanup, in the location as shown on site
plan SDP-01 -096
4. The slopes that are at a grade of 2:1 shall be stabilized with low
maintenance vegetative ground cover. The vegetative cover must
be a variety selected from Table 3.37-C on page III-391 of the
Virginia Erosion and Sediment Control Handbook or an equal
approved by the Engineering Department,
149- 6o -------------------------
556
560
TM 90 PARCEL 35 Y
SNOW'S
D.B. 664— 72
ZONED: LI
USE: GARDEN & NURSERY
564
566
BUILDING
PLAN SCALE
CONTOUR I1�
566EXSTIN G
PROPOSED
. JL
ERVAL
MAJOR AMENDMENT PLAN SNOWS BUSINESS PARK
rFAX MAP 90 PARCEL, 35X ZONED: LI
SCO`T'TSVIL.LE MAGIS'T'ERIAL, DIS'TFZ'1C'T'
AL,BEMARL,E COUlV'T'Y, VIRGINIA
R/W MARGIN-
Conditions of PC Waiver
1. Replant the 30' buffer with a double staggered row (15' on center)
• of American Holly along the fiill distance of the shared residential property
line.
— — — — — _ 576 2. A single row of white pines (15' on center) shall be planted along.
GRINDER PUMP AND TANK, ! ; // — the entire length of the rear property line.
IPARK CONCE E(IIC) 1 i x — 3. Any portion of the 8' high chain link that is removed as a result of
` 578 the disturbance activity shall be reinstalled after completion of the work
i `O I GUARD RAIL necessary for cleanup,in the location as shown on site plan S >P-01-096
t w i !! ! ! 4. The slopes that are at a grade of 2:1 shall be stabilized with low
! „ , ! ! ! -" 580 maintenance vegetative ground cover. The vegetative cover must be a
j Q EXISTING
i X� S ��� !/ ! variety selected from Table 3.37-C on page III-391 of the Virginia Erosion
T1N FIRE WALL,',' x� ! ! �� and Sediment Control Handbook or an equal approved b the Engineering
! q PP Y
ONE STORY 39 ./16 l! / ! Department.
Lo
30' 582
MA
XHEIGHT ��5 9 ,� �
! q i
, / / / -`-' -` z ii ADDITIO OF _ - - - --- r
EXISTING PINE i / ��
EXISTING CEDARS _ / „ 1099 S .FT. - - - - E-
/ Go
--- ,. -
__-
tj
-' --- _ - ---------------------
------ ------
Do- 3-5'37 W 682� -----
-S 3IRON /
-
_ X X _ -
i i EXIST. 8' HIGH CHAIN LINK_ Ii;E3�I�E EXIST. 8' HIGH CHAIN LINK FENCE —
I O __------_-_-- _
,� GRASS _____----- 4 — ----- cc
r`-
_ _ - RE
D D D --_----------- HYDRANT
CD D
G RAS S - ASSEM
D
,. EXIST. EDGE OF GRAVE
,
pq
QD (1) grass (D 8X8X6
a
XIST. EDGE OF GI AVEL TEE i
-D D
W
x q �
Ch W
1 ! / x w
! �pIf
w
----�G------
�! GRAVEL x--------- 590
560 , ; ,'' z o wx _" - i TM 90 PARCEL 35Y
56� x GRAVEL SNORTS INC.
xx
GRAVEL z
5641 / x w
D.B. 664 772
W ,'x GRAVEL ZONED LI
o x a USE: GARDEN & NURSERY
56� `' E a co x
56
7C .' x E Cn
0 / W r fi
LO x I
' � W
580
x
�C oO x a w
w S_ymbol No. Type &Size Canopy/Tree Canopy
E-: % �A 24 Ilex Crenata `Green Luster' 12 —18"
x Q w B 8 Arborvitae 18 — 30"
w
C 12 Pyramidal Arborvitae 4 — 6'
D 16 Zelkova Serrata 2 1/2 Cal. 490 S.F. 7,840 S.F.
�c w E 11 Acer Rub►rum 1 1/2 -• 1 3/I" Cal. 286 S.F. 3,146 S.F.
F 44 Elaeagn g1. us Evergreen Var. 18 — 30"
�- �
X X '<-�� X,'' ( x �� G 5 Holly 6 —8' 55 S.F. 275 S.F.
5 0 5 0 5 0 5 0 G H 4 Spirea 12 —18"
110
TYIAX. HT. = 35' MAX. HT. - 35'
I 12 Ilex & Helleri 12 —18"
' - G o
�- - _ 6-• , � � ,, � G w J 1 Prunus Yeodensis 1 —1 i/2 Cal. 240 S.F. 240 S.F.
L 3 6 c C KI3 i •Y 3 3 G I K 12 Berberis Thunbergii Atropurp�uea 12 —18"
e i MAX. HT. = 35' Q L 85 Pinus Strobus 8 —10' 119 S.F. 10,115 S.F.
D F M 12 Cercis Canadensis 1-1 1/4" Cal. 396 S.F. 4,752 S.F.
L C MAX. HT. = 35' C 8' X 5' CONCRETE. RAMP
8' X 5' CONCRETE. RAMP C 8' X 5' CONCRETE. RAMP C 8' X 5' CONCRETE. RAMP ; x Total 26,368 S.F.
EXISTING PLANTS
L
GRAS
CONCRETE CONCRETE CONCRETE OARKING PAD I
0
PARKING PAD ARKING PAD ARKING PAD 18' X 51` )
18'X51' ) 18'X51') 18'X51'�
�®
9' 9' 9' 9' 9' 9' 9 9 ( Canopy Required: 10% of Site = 25,178 S.F.
8' 8' 8' 8' 9' 91 f. 8 8 9 s I
3�• 9' X 18' PARK;ING SPACES / 1- 18' X 18' HC 3 9' X 18' PARKING 5 ACES / 1- 16' X 18' HC 3-9' X 81 PARKING SPACEj 1- 16' X 18`, HC 3- 9' X 18' PARKING SPACES / 1- 16' X 18' HC : Canopy Provided = 26,368 S.F.
O "
, L
"
GRAVEL GRAVEL
•—•—•—.—•—.—•-----•—•—•—•—•—•_• GRAVEL �-
-.-PROPOSED-.-.ANDSCAPE
-
+ 8' SEWER LINE - --•-�-�-•-•-•-•-•-•'�----•-•-•—
EXTENSION
EXIST, EDGE OF GRAVEL
"" ---- EXIST. EDGE OF GRAVE
5 7 0"
Ham• .- ra - ` O OF
F F ' ° F'
-- N 30° 22' �1" E 453.88
580
FIRE OFFICE
ZONING DEPT.
PLANNING
DEPARTMENT
ENGINEERING
DEPARTMENT
ALBEMARLE CO.
SERVICE AUTH.
VIRGINIA DEPT OF
TRANSPORTATION
HEALTH DEPT'.
0
EXIST EDGE OF PAVEMENT
A -VON STI" ET EXT.
SCALE 1" - 20 9
EXISTING CONTOURS,
2 9 INTERVALS
y
590
/
STATE
_ CG 2
PROPOSED WATER LINE
IDIjAN
F_
R/W MARGIN
ONLY
550' + SIGHT _DISTANCE AVAILABLE TO STATE ROUTE 742
R O UTE
742
TO STATE ROUTE 20
700' TO STONE CREEK DRIVE 01
APPROX. L?OCATION EXIST. 12 DI STATER LINE
r
11
NOTE: ALL METAL ADDITION, TO EXTISTING
BUILDING ADDITIONAL FOOTAGE TO NOT
EXCEED 1200 SQ.FT.
MATCH LINES
XISTING RETAINING WALL — — — - — — — EXISTING EDGE OF GRAVEL
- - ---- 576
GRINDER PUMP AND TAN LINE // \ I
o� SEjNER CONCRETE PAD
� A�Eg 1,1NE / x —
I 18' X20' CONCRETE 32 PgOPOs�D GUARD RAI _ - - - _ - 5 ( 8
I I PARKING (EC) _
6
PARKING/STORAGE / a -
( I o 3 16' ®' -IN * OI�T•-574.0' /It
580
/ 1 EXISTING FIRE WALL I I -
/ / 1
/ / I r o N�j -41 i 39' 11 7/16' , I I W
STORY r
SLOPES GREATER THAN 25� / / 1 I { Ij / / w
METAL �UIZ�I -- 582
/30'
C� /
ul
MAX I� �I �, /
e� 5 ' 1 1 ADDITION OF �1 \ ING EDGE OF GRAVEL _ _ If
�� 1199 SQ.FT. / XIST
Z
------------------------ _ - - _ _ _ _----------------- $ / \ _ _ -- �hEATER HAN 5% / w
/'' � _--------_-- - --------------- �/ DIVERSION BERMI TOP 580.0 __ __k:--- _-- --------------------- ---
IRO_ 7,. --- ---- ----- - ----- .o _---------- -
/ - ~EXIST. 8' HIGH HAIN LINK FENCE O \
EXIST. 8 HIGH C _N LINK- -_- - -----------`--- __- — /. a
— 578 579 580 — — C —
579 / / i �' GRAB —►-------------- --- �_ — — 578 / --'' /' G_ / I � x
OUT.. 575.5 i---------- _-- — _--FIRE-- PLUG
57B / OP 579.0 149' 12' CMP--------------- _SEI; -iETAIL 2 __-------- _G3 -586
_ _ HYDRANT ax8xs _ _
/ / f TEE
A S w SLOPE = 0.7 ' ' ' — INV.IN574.5' / / grass a s S ASSEMBLYI
S � i MH TOP 578.5'
/ EXIST. EDGE OF GRAVEL - INV. OUT 574.4'
/ / P. _-_
Wm
� , ,• / EXIST. EDGE OF GRAVEL �
/ / / i �' SEE DETAIL
5b0� 1, / �RPZ BACKFLOW REVS TER
// �' ( x // �' ( BACK BUILDIN13T S ) I I
x
/ /It
/
/ /
W _
/ /x ,/ z I -q -- - 588
1 / 1
1If If If Q
CO
I, ItI co
I'
I If 1, / ,' /' �z
I I / W / / / / x w o
,
--------------------- --
If
560
GRAVEL -590
5 6 ;'1 x ,' /' GRAVEL
/; �' ' �'' x I , 24' Lt
I G RAVE i I / �' v x EXISTING TRAVELWAY
/
/ I
5641 ,
/ ; / w �/' z GRAVEL co I
566 1----------
r�' /a / /' /' /' z x /'' '' o I I �' I - R" -
568 / w� 1 / w E w 592
i •
11 0 // /' 580
1 I / / / / CO 1p, E
H I� r
I
,' If
50 , / 50 I 50 ,' 50
MAX. HT. = 85' MAX. HT. = 35' 70'
/ 11 40' II / wl 1
55'
SLOPES GREATER THAN 25% I r I //' /' 36' C 36' II 36' �� 30 z �I
1 / / MAX. HT. = 35' �I �• Q i
1 / RPZ BACKFLOW 1I I
(MAX. HT. = 35 /
� I PREBE XT 5R(ALL CON CONCRETE RAMP
I I W /5' CONCRET '. CAMP / 8' X 5' CONCRETE RAMP IaI W X 5' CON�RETE RAMP � / � I
I IAl
— .. — — .. — �1. — j -' — .. — I I PROPOSED WATER LIN
I
NCRETE / / CONCRETE W I I 1�5 -►
r
CONCETE 1 CONCRE E kI ti Q a
I I PP PARKISE PAD / PARKINIJ PAD a' PARKING PAD < PARKING PAD I �I I I
(18' X \50' ) �% 1 (18' \ 5°') I
���� , / (18' x �o') 0 41R'/ yf` / �B: x 50' )
i { 41 1 '`c'/ I \\
I
10' i.�. 10
TOP. 579.0'
5' CMP WITH TRASH RAC
577.0'
VDOT #68 AGGREGATE
3" DEWATERING PIPE
INV.OUT. 575.5' 149' 15" CMP
SEDIMENT BASIN
DETAIL 1
"'
10'
10'
18" CMP
WITH TRASH
INV.1N.574.5
RACK
\\[�_]
\
MH TOP 578.5'
7 2,
1 3" DEWATERING PIPE----
15" CMP
SEDIMENT BASIN
DETAIL 2
VDOT #68 AGGREGATE
18"CMP
INV. OUT= 574.4'
NOTE: WATER SERVICE TO BE 'TAPPED
OFF WATER MAIN ON AVON STREET SIDE
OF EXISTING FIRE HYDRANT.
1.5"SM-9.5A
3' BM-25.0
21 A AGGREGATE
CG-6
8" VDOT #21A
TURN LANE CROSS-SECTION
{ IV 5' 10' i 5 g' ` 9 9 , �� . / , 9' 9' 9' R �'�I w 5' 10' S 9' � \ 9 9 / 5' m 10' r t 5 9 ® 9 n{n 9 I I I r a O 9
1 w .w I ,,5 .,� �° 5 �. �. .ra-.� ;� �.� .� I 50 BUILDING SETBACK
I
5 0 B U I LD I N G kD E T B A C K 1 I I a �1 / 3- 9' ;X 18' PARKING SPACES / 1- 20' X I W HC 4 �I / , 3- 9' X 18' PARKING SPACES / 1- 20' X 18' HC / 3- 9 X 18 PARKING SPACES 1- 20 -X 18 HC / 3- 9 X 18 PARKING SPACES / 1-. 0 X 18 HC
GRAVEL / VIOLA WAY 24 - GRAVEL _
I _ \
I I - _ . 1 _�� / o N G RAVEL FIRE '- ACCESS EASEMENT TO BE
PROPOSED PROPOSED �•-.-.-.-..-.-.-.-.-.- - q I HYDRANT I I PLATTED & RECORDED
� SITE BENCHMARK � � � �
-PR9POS.ED-.-� _ _ _ _ _ -. _.-.
8" SEWER •LINE —-R.R-3P1K1- IN -POLE -POLE -NO — OJ ASSE
I ` / MANHOLE / 8" SEWER LINE PROP -OSED 0 ELEVATION 588.79 I $LY r ,
, EXTENSION �ANHOLE LOADING SPACE USGS DATUM 20' SEWF�R 12 ', PROPOSED EXIST. EDGE OF GRAVEL \ I I \
- - - - _ _ _ _ _ _ _ - EASEMENT, MANHOLE WIT
/ AND PLANTING BORDER
-STLULB QUIT
ATE EXIST. EDGE OF GRAVEL-� '
OF I �,/ ---�-ANJl PLANTING BORDER \�� \ METER ( �� 10' PARKING SETBACK
EXIST. SLOPES 1 1/2 I r ,
25% OR GREATER I — — — —
DI ��--- _V \� EXIST. O.H~P6 R & TEL. L-MES D.B. 297-193 VT&T D.B. 338-a4-2 AT&T �\D.B. 424-261 VT&T`--D B. 512-665 VEPCO
E E E— E E E� E E E E EE E
TM 90 PARCEL 35Y
SNOWS INC.
D.B. 664-772
ZONED . LI
USE: GARDEN & NURSERY
R/W MARGIN— _ - -_ --\ - N 30 22' -4V'�E 453.88 - _ -- �\ 1�5' R/W - - MARGIN
IRON ; -- •--�_ _ _- �--- '.•-� ��`,_.--
-------------- ----------- - - -- _ - --- _ y cG_6 FULL WITH TURN LANE WITH STRIPPED TAPER
/ T. 15" ftCP /' /--15" RCP - - - - - _ - _ _ _ / 15" RCP
EXIST, --DI
EXIST. CG/6� , � � 15 RCP -� CG-6
50. TOP/571.26
I�1'V. 566.70 /
572
/
574 576
DI-2B
/ top 583.5
/ V. 579.3
/ 25' TO CIE CENTER OF THE ROAD
, .. WATER LINE
/ EXISTING EDGE OF PAVEMENT z ""- - - - - -' ' ' — ' • -- ' ' — ' ' — • ' — • • — • • — —
AVON. S '"E T E X
578 580 /
582 584 588
586
NOTE: 1. FACE OF CURB SHOULD BE 25' FROM THE CENTERLINE OF ROUTE 742.
2. ALL PARKING SPACES ARE GRAVEL EXCEPT HANDICAP SPACES. HANDICAP
SPACES ARE CONCRETE SLABS FLUSH WITH THE SURROUNDING GROUND.
FIRE OFFICE
ZONING DEPT.
PLANNING
DEPARTMENT
ENGINEERING
DEPARTMENT
LBEMARLE CO.
SERVICE AUTH.
VIRCINIA DEPT OF
TRANSPORTATION
HEALTH DEPT.
SCALE 1" - 2 W
/ ' I
SIGHT DISTANCE AVAILABLE TO STATE ROUTE 742C i
/ `I'O STATE ROUTE 20��o STAA �l-a )UTE 742 700' TO STONEY CREEK DRIVE EXISTING CR•IOSSING
590 /' APPROX. LOCATION EXIST. 12" DI WATER LINE 12 X 8 TAPPING SLEEVE& VALVE
592 594 .� .._..-..-..-.._..
EXISTING FIRE HYDRANT
NO. 11,171
EXISTING CONTOURS
29 INTERVALS --------------------
PROPOSED CONTOURS .
'1_))MP PLAN ONLY'
MAJOR AMENDMENT PLAN SNOW'S BUSINESS PARK
TAX MAP 90 PARCEL 35X ZONED: LI
SCO"7C"TSVILLE MAGISTERIAL DISTRICT
ALBEMARLE COUNT-Y, VIR,GINIA
TM 90 PARCEL 35 M
GRACE D. DUVAL
D. B. 414-515
ZONED: RI
USE: RESIDENCE
529 -
�_, . - ---- ------
IR 0
......------------
----- --- ------ -------
530 r -----------------
534
EXISTING CONCRETE PAD
NOTE: RETAINING WALL (APPROX. 295 FEET) 536"
TO BE A VDOT DESIGEN WHEN WALL IS
GREATER THAN 5 FEET IN HEIGHT.
TM 90 PARCEL 35 W --+,
JAMES B. JR. OR BRUCE R. MURRAY
D. B. 1166-51
ZONED: LT
USE: CONTRACTORS OFFICE
5 3 8
540
54;2
554 556
558
560
FIRE OFFICE
ZONING DEPT.
PLANNING
DEPARTMENT
ENGINEERING
DEPARTMENT
LBEMARLE CO.
ERVICE AUTH.
VIRGINIA DEPT
PRANSPORTATION
HEALTH DEPT.
TM 90PARCEL 35 N
JOHN P. & ETHEL L. BRUCE
D. B. 391-525
ZONED: Rl
USE: RESIDENCE
CONSTRUCTION EQUIPMENT
& MATERIALS (TBR) FROM AREA.
TM 90 PARCEL 35 P
D.B. 976-474
ZONED: Ll
USE: VACANT
SLOPES GREATER THAN 25%
149.60.7
N
558
564
566
VDOT # 68 AGGREGATE
STONE CHECK DAM BERM AROUND OUTLET
pp.pp PTPPI Alo1" TO 3" STONE OVER RIP RAP
OUTLET PIPE
TM 90 PARCEL 35 Y
SNOW'S
D.B. 664-772
ZONED: LI
USE: GARDEN & NURSERY
BUILDING
PLAN SCALE 1
CONTOUR INTERVAL
568 XSTtNG - 2'
PROPOSED
-------------- 572
MAJOR AMENDMENT PLAN SNOW'S BUSINESS PARK
rr_,A_X MYSF:' 90 lDAl?,C:EL, �5X Z 0 T"T _F, ID : 1, 1
SC0rFrFSVlEl_,:E MAGlST:El::?_lAL, IDISTIRICT
AE1E3EMARL,E COUNTY, -VIRCITZIA I
—� SILT FENCE
PERMANENT SEEDING
MULCH
— - -
LIMIT OF CONSTRUCTION
�C
DUST CONTROL
SILT BASIN
IRON
SILT TRAP
CE
CONSTRUCTION ENTRANCE
Fr
IP
CULVERT INLET PROTECTION
SF
IP
INLET PROTECTION
OP
i
OUTLET PROTECTION
w
LIMITS OF CONSTRUCTION
i
4
560
56
56
i
566
c 56
wu
Ld
0..
/0
V
Z
�X
SLOPES GREATER THAN 25%
PROPOSED
8" SEW—
- l
EXIST. SLOPES OF
25% OR GREATER
DI-E2B
R/W MA' G I N T-------
/ II
-III,, jiviiiviililila__W�_
LIlVIITS OF CONSTRUCTION
570
572
NOTE: CIP TO BE INTALLED DURING CONSTRUCTION
AND TO REMAIN IN PLACE UNTIL THE SITE
IS STABILIZED. AFTER STABILIZATION THE CIP
IS REMOVED AND THE BMP MEASURE IS INSTALLED.
GRINDER PUMP AND TANK
-OPES GREATER THAN 25%
LIMITS OF CONSTRUCTION_ ,
_30 35, 1 13_-
SF SF 57 579 580
579
ur.
578 OP 57
RAS I P
SEE DErkC 1
O W
OR z
\off g� J Uj
O\�
U
C9
2
00
Uj
X
GRAVE GRAVEL
580 X
50' -
MAX. HT. = 5'
Id36
w 5' CONCRETE AMP
CONC E
P Q lV PARKIN PAD
�(Vv (18, X 0' )
Qo �
3— 9' 18" PARKING SPACES / 1— 20' X 18' HC
I II I / \ \ GRAVEL
MANHOLE
�s 71.26
566.70
NOTE: ALL METAL ADDITION, TO EXISTING
BUILDING ADDITIONAL FOOTAGE TO NOT
EXCEED 1,200 SQ.FT.
RIP RAP
MATCH LINES
ISTING RETAINING WALL EXISTING EDGE OF GRAVEL
ENERAL EROSION AND SEDIMENT CONTROL NOTES
S-1: UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL, EROSION
AND SEDIMENT CONTROL PRACTICES WILL BE CONSTRUCTED AND MAINTAINED
CCORDING TO MD41MUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA
ROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR
25-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS.
S-2: THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO
THE PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT
F LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION.
S-3: ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR
O OR AS THE FIRST S
LINE
576
TEP IN CLEARING.
S-4: A COPY OF THE APPROVED :;EROSION AND SEDIMENT CONTROL PLAN SHALL
SEWER
CONCRETE PAD
E MAINTAINED ON THE SITE AT ALL TIDIES.
x
ES-5: PRIOR TO ENCING LAND OTIIER OW
S INOFF-F-SITE
TI3ESE PLANS
18' X20' CONCRETE
32'
PN pSEO
PROP GUARD RAI
5 7 8
(INCLUDING,DUUTINNOT LIMITED TO, ORROAS
WASTE AREAS), SUPPLEMENTARY ON
PARKING (HC)
G
E'
ONTROL PLAN TO THE OWNER FOR REVIEWSUBMIT
PRROALL HE PLAN APPROVING
AUTHORITY.
1
PARKING/STORAGE
74.0'
HE C NTRACTOR IS RESPONSIBLE. FOR INSTALLATION OF ANY ADDITIONAL
9 0
w
ROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION SEDIMENTATION AS
EXISTING
5 8 0
DETERMINED BY THE PLAN APPROVING AUTHORITY.
F
FIRE WALL
c�
S-7: SITE GRADING IS TO DRAIN TO THE SEDIMENT BASINS AT ALL TIDIES DURING
AND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL, FINAL
ONE STORY
O
�STABILTIZATION IS ACHIEVED.
39' 1 1 7/16'
w
E-8: DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO SEDIMENT
. METAL BUILDING I E
'
3 0
�
w
`
BASINS ®R SILT TRAPS.
S-9: THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES
D I N G
0
5 8 2 F
ERIODICALLY AND AFTER EACH RUNOFF -PRODUCING RAINFALL EVENT. ANY
MAX HEIGHT
�
NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION
ONTROL DEVICES SHALL BE MADE IMMEDIATELY.
• 351
ADDITION OF
1199 SQ.FT.
ISTING EDGE OF GRAVEL
w
DIVERSION BE TOP 580.0'
Exm. a- AIN INK FENCE
578 G R _---
149 12" Cm - --►
SLO E = 0.7%
EXIST. EDGE OF GRAVEL
X
0
X
GRAVEL
LLJ
LLj
W
U
z
W
Y
z
z
a
C9
_
00
U
z
J
TM 90 PARCEL 35Y
BEATER AN 25%
W
SNOTS INC.
N
< 584
D.B. 664-772
Ps
Ld
ZONED : LI
N
0
USE: GARDEN & NURSERY
IL
O
_ 765
l u IR
X
IL
ETAIL 2
HYDRANT 8X8X6
_— --�` 586
INV.IN574.5'
MH TOP 578.5'
ASSEMBLY TEE
grass
I
INV. OUT 574.4'
x
WM
NOTES
EXIST. EDGE OF GRAVEL
-�
RPZ BACKFLOW FREVEN ER
W
1. A minimum water tap of 1" must be installed with a minimum I" ballcock shutoff
( BACK BUILDING 3)
valve supplying a wash hose with a diameter of 1.5" for adequate constant
X
pressure. Wash water must be carried away from the entrance to an approved
settling area to remove sediment. All sediment shall be prevented from entering
®
storm drains, ditches, or watercourses.
2. The acceptance of approval implies that the applicant has agreed to use the
W
588
materials as indicated on the Erosion Control Plan, attachments and samples
x
submitted. Any change in the approved design or materials will require an
'Q
amendment to the plan and must be reviewed and approved by the County of
Albemarle Engineering Department prior to implementing proposed changes.
L
3. Inspections of proposed BMP's must be conducted at two phases of the
construction "rough grading" and "final conformance." County staff, the
W
developer or his/her representative is responsible for notifying the parties
><
Z
o
suggested to attend.
�
—C�}-
4. All entrances except for the approved construction entrance shall be blocked in
GRAVEL
i L 590
such a manner as to not allow access to the site.
I
z
` X
24'
EXISTING TRAVELWAY
f
C)
I IU
0
X
W
W
H 592
X ?
Q
4J
I
o
I.L
_z
�
Iw
O
W LL
C/1
WLLIa
1-2
N
— 594
'
U)
_
X
W
I
( W X I -`� x 1 I
50' 0 50' 0- '
MAX. HT. = 35' 70, Q
Iq
55' 40' �-
[)
LIJ
7 � 7
C 3 6 B 3 6 MAX. HT. = 35' 3 6 CD
0
MAX. HT. = 35' RPZ' BACKFLOW i
P/REVENTER(ALL BUILDINGS)
8' X 5' CONCRETE RAMP 8' X 5' CON BETE RAMP W X 5' CONCRETE RAMP
IP-RAP W
VII _4 AM
-- -- PROPOSED WATER LINE W I
CONCR E Q =� NCRETE CONCRETE
d` PARKING PAD ��v P LNG PAD PARKING PAD 15' —► I
(18' X 0') Q°� (18' 50') 18' X 50') BAST FO
_.
631
O
- e r o
ay 0
r -4 az
har ottes
Jo` t Se
MIL
i le Ibemarle
unty Complex uo
.9 9T rmor�
,
i Guard edrriotrt 1(A
ksf
780
631 p a
Qo
CU4 N
moo OAK foxxo9
y9 HILL
�9DfT
>sy CR
oo
p N
Comm CQI(
wILLOL'1 , o
t
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Qo5 o N o
`'
LAKE a
�
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Sttej,
F�.� x
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GBIS�CD�Y �PQy,S
GKEEK Obr. 5
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hQa icy
o 9�0
BOUEOE
n S NeRiDGE
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so
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T5 9HP
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4,
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CREEK
5 P fB
a er
oe
40 r
� p
Mayo Chapel
J
QpQ�
'�fgSFT
SV
74
pA
9p�lOq
9F'fF
.
,'rr
i•
'o99�yq N���
k
�w ( pew WAS WA ER DC _
v
9' g' 9' g' g' g' 0 1
' 50 BUILDING SETBACK
3— 9' Xf 18' PARKING, SPACES / 1— 20' X 18' ®HC 3— ' X 18' PARKING SPACES / 1— 20' X 18' HC 3— 9' X 18' PARKING SPACES / 1— 0' X 18, HC
i
4 VICINITY MAP
VIOLA WAY GRAVEL L'-I FIRE ACCESS EASEMENT TO BE
PROPOSED SITE BENCHMARK 0� GRAVEL HYDR NT PLATTED & RECORDED
E)SED RR SPIKE IN -ROLE NO.
" SEWER
EXTENSION LINE NHOLE LOADING SPACE US SATION DATUM 8.79 20' SE R ROPOSED EXIST. EDGE OF GRAVEL ASSEM LY
ct <v
12
EXIST. EDGE OF GRAVEL
PLANTING BORDER
EXIST. O.H. PO & TEL. LI D.B. 297-193 VT&T D.B. 338-34
E E — E E
-------._ SIP
"4-15" RCP DI-2B
top 583.5
INV. 579.3
574 576-
578 580
AV O/N
i
4
5
--
EASEMENT MANHOLE
T
WIT AND PLANTING
BORDER
WATER
METER
11/2"
CE 1
PARKING
SETBACK
B. 424-261 VT&T
512-665 VEPCO
LIMITS OF CONSTRUCTION
E— E
E
E-
^
30 22' 453.88
—°
_6125'
R/W MARGIN
FULL WITH TURN LANE WITH STR i P ED TAPER
15" RCP
----�
15" RCP �
CG-6
1
EXISTING EDGE OF PAVEMENT
L,IMITS OF CONSTRUCTION
- 0 + SIGHT
DISTANCE
AVAILABLE TO STATE ROUTE 742
E T
E X T.
/,STATF/ROUTV742
TO STATE ROUTE 20 1
E
700TO
STONEY CREEK
DRIVE EXISTING CR
SSING
NOTE: LIMITS OF CONSTRUCTION FOR SEWER LINE 582 584 586 588 590 /
EXTEND TO MANHOLE ON PINNACLE 592
PROPERTY SILT FENCE TO BE INSTALLED
.������ NOTE: 1.
FACE OF CURB
SHOULD BE
25' FROM THE CENTERLINE OF ROUTE 742.
ON BOTH SIDES OF TRENCH. 2. ALL
PARKING SPACES
ARE GRAVEL
EXCEPT HANDICAP SPACES. HANDICAP SCALE 1 " = 20'
SPACES
ARE CONCRETE
SLABS FLUSH
WITH THE SURROUNDING GROUND.
FIRE OFFICE
ZONING DEPT.
PLANNING
DEPARTMENT
ENGINEERING
DEPARTMENT
ALBEMARLE CO.
SERVICE AUTH.
VIRGINIA DEPT OF
TRANSPORTATION
HEALTH DEPT.
EXISTING CONTOURS
?' INTERVALS
PROPOSED CONTOURS --------------
SOIL EROSION PLAN ONLY
APPROX. LOCATION EXIST.' 12" DI WATER LINE 12 X 8 TAPPING SLEEVE& VALVE
594
EXISTING FIRE HYDRANT
NO. 11,171
MAJOR AMENDMENT PLAN SNOWS BUSINESS PARK
TAX MAP 90 PARCEL 35X ZONED: LI
SCOTTSVILLE MAGISTERIAL DISTRICT
ALBEMARLE COUNTY, VIRGINIA
Conditions of PC Waiver
1. Replant the 30' buffer with a double staggered row (15' on center)
of American Holly along the full distance of the shared residential property
line.
2. A single row of white pines (15' on center) shall be planted along
the entire length of the rear property line.
3. Any portion of the 8' high chain link that is removed as a result of
the disturbance activity shall be reinstalled, after completion of the work
necessary for cleanup, in the location as shown on site plan SDP-01-096
4. The slopes that are at a grade of 2:1 shall be stabilized with low
maintenance vegetative ground cover. The vegetative cover must be a
variety selected from Table 3.37-C on page III-391 of the Virginia Erosion
and Sediment Control Handbook or an equal approved by the Engineering
Department.
NOTE: MUST EXCAVATE AROUND THE DI BEFORE RINGING WITH VDOT#68 STONE.
TM 90 PARCEL 35 M
GRACE D. DUVAL TM 90 PARCEL 35 N
D. B. 414-515 JOHN P. & ETHEL L. BRUCE
ZONED. R 1 / D. B. 391 —525
USE: RESIDENCE i ZONED: R 1
USE: RESIDENCE
\o /
/ CONSTRUCTION EQUIPMENT
N`NN/ ��0 8c MATERIALS (TBR) FROM AREA.
ALL DEBRIS, INCLUDING CONCRETE,
529 N Leo TO BE REMOVED AND THE SLOPE
RESEEDED AND PLANTED WITH
530 - v
DETAIL OF SEDIMENT TRAP PROTECTION
NTS
TREES SHOWN ON PLAN. SLOPE o
NOT TO EXCEED 2:1.
532
534 411v,
EXISTING CONCRETE PAD FN
NOTE: RETAINING WALL (APPROX. 295 FEET) 536
TO BE A VDOT DESIGEN WHEN WALL IS e
GREATER THAN 5 FEET IN HEIGHT.
538/
540
542
4 LOAD I N G AR EA 544
546
PARCEL 35 W
B. JR. OR BRUCE R. MURRAY 548
1 1 66-51
D: LI
CONTRACTORS OFFICE
LIMITS OF CONSTRUCTION
V.___.
550W
i
- —� SILT FENCE LO
LOI
PERMANENT SEEDING I
MULCH
I
---- LIMIT OF CONSTRUCTION
DUST CONTROL 552
r I
SILT BASIN
SILT TRAP
CE CONSTRUCTION554556 J
ENTRANCE �
z
IP CULVERT INLET PROTECTION _
IP C � 558� INLET PROTECTION
5 �U
OP OUTLET PROTECTION r
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w
� � I
I— I
0 (�
z z
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X 40'
W
LL
O IF
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w
Q
0
W
50, e
`o �N� S 5 5
FTegc \moo
�t
8�
P� O�GONo\�\
AG
TM 90 PARCEL 35 P
D.B. 976-474
/ ZONED: LI
VACANT
SLOPES GREATER THAN 25%
FRS, •�._=� : RIP RAP SPILLWAY
RETAINING WALL (VARIABLE HT.)
TOP OF WALL 562.5' e
560
8" DRAIN PI
;
560
RING OF VDOT
# 68 TONE (SEE
�VgTFR
F
�!
2; ,
558
;
w
' %S i
i
y
EXISTING GRAVEL
w�TFR F
o
f o
Lo w
w
�'
o
w
L
ROCK CHECK DAM AT END OF
25' �� OR ��
RPM „ Q\A
POLE 3A N PP $
44'
7--
WASH PAD
s
#68STONE
GENERAL EROSION AND SEDIMEN 1 CON I RUL NO I ES
:S-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
ROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR
25-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS.
S-2: THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO
HE PRE —CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT
F LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION.
S-3: ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR
0 OR AS THE FIRST STEP IN CLEARING.
S-4: A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL
E MAINTAINED ON THE SITE AT ALL TIMES.
S-5: PRIOR TO COMMENCING LAND DISTURBING ACITIVITIES IN AREAS OTHER THAN
NDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF —SITE BORROW OR
ASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION
ONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING
AUTHORITY.
S-6: THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL
ROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION SEDIMENTATION AS
DETERMINED BY THE PLAN APPROVING AUTHORITY.
S-7: SITE GRADING IS TO DRAIN TO THE SEDIMENT BASINS AT ALL TIMES DURING
ND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL
TABILTIZATION IS ACHIEVED.
E-8: DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO SEDIMENT
ASINS OR SILT TRAPS.
S-9: THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES
ERIODICALLY AND AFTER EACH RUNOFF —PRODUCING RAINFALL EVENT. ANY
ECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION
ONTROL DEVICES SHALL BE MADE IMMEDIATELY.
$s,ST 14 F9._C6-E-OHIGH G -- JaQN-- ---------------
-----
----
NA!N LINK
\' 550
CONSTRUCTION EQUIPMENT
1 94' �� �� `'`�552 MATERIALS (TBR) FROM AREA.
a 554 ALL DEBRIS, INCLUDING CONCRETE,
TO BE REMOVED AND THE SLOPE
DEl"ENfi10 BA IN RIp_APj�\ TM 90 PARCEL 35 Y
' \\e ° ° 556 RESEEDED. SLOPE NOT TO EXCEED 2:1. SNO 'S
° W
�� �d °' D.B. 664-772
EXISTING EDGE OF GRAVEL 558 ZONED: LI
USE: GARDEN & NURSERY
! 560
i
1-Foot high Bermto Divert Runo
I
' ! 5162
Note: Area to be graded, seeded and not used
i
NSF by owners or tenants of Parcel 35X.
564
1-20' X 18' HC 566
r"
16'
STO SIGN
1 6'
SMALL SHED Cr
w
OP o
__--- 24' m
Q
-EXISTING RETAINING WALL 564
INV.IN 565.0' N I' TRAVE AY
INV.OUT 564.0
' 22
C/)"
56 5— 9' X 18'
TRAILER TO BE REMOVED PARKING SPACES
7 - 9' X 18' PARKING SPACES
MATCH LINE
I
DITCH
EXISTING EDGE OF GRAVEL
10' 9,
N
FXI,�T. CONC. APRON
' °
EXISTING
I C''
0 N E STORY
M ETAL_ �
r
; w
BUILDING .
o
►
MAX. HEIGHT 35'
Ir
I
o
48'
snll FRnsinN PI AN nNI Y
'SF
74
0
l�
568
5 / 0 r
SF'
572
m1we,
PLAN SCALE.: 1' = 20'
coNrouR INTERVAL (2))
EXISTING
PROPOSED -
MAJOR AMENDMENT PLAN
SNORT'S BUSINESS
PARK
r_rA.X MAP 90 PARCEL
35X 20NED:
I_,I
SC077SVILLE MAC-ISTERIAI_, DISTI?ICT
AL13EMAaLE C0U1-ZTY,
VI1CINIA
OWNER AND DEVELOPER, BOB SNOW RT. 1, BOX 2010 TROY, VA.
22974
6124/02
REVISIONS
BY DAVE WYANT, P.E. 4686 GARTH RD. CROZET, VA 22932
REVISIONS
D.W 09/07/01
D.W
PRELIMINARY
6/27/99
OS
D W V10/15/01
Sheet 8
D.W
REVISIONS
9/17/99
W REVISIONS
8 Of 8
D.W
REVISIONS
11/3/99
D.W
FINAL
1/4/ 00