HomeMy WebLinkAboutSDP199200038 Plan - Approved Final Site Plan and Comps. 1992-05-28step) m are up
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CONSTRUCTION NOTES: /
1. The acronym VDOT refers to the Virginia Department of Transportation. /
The acronym VDH refers to the Virginia Department of Health. The acronym
RWSA refers to the Rivanna Water & Sewer Authority. The acronym ACSA /
refers to the Albemarle County Service Authority. The term County refersrL� /
to the County of Albemarle, Virginia. /
2. All materials and construction methods shall conform to current VDOT Road Q /
and Bridge Specifications and Standards. All excavation for underground /
pipe installation must comp) with OSHA Standards for the Construction /
Industry (29 CFR Part 1926�.
3. Erosion and siltation control measures shall be provided in accordance
with the approved Erosion Control Plan and must be installed prior to any 30 R
clearing, grading or other construction. / Qell //4. All slo es and disturbed areas are to be fertilized seeded and mulc d.��
' Q /
p , P 6" FIRE HYDRANT
Maximum allowable fill or cut slope is 2:1. Where reasonably obtainable,
lesser slopes of 4:1 or better are to be achieved. / // (NIC)
5. Paved or rip -rap lined ditch may be required to stabilize a clP6 nage
channel when, in the opinion of the Director of Engineering or is designee, /
it is deemed necessary.
6. Unless otherwise noted, all concrete pipe shall be reirfforced concreteip�
Class 3.
7. All construction shall be done in conformance vol(th the VDH Sew
Regulations. The Sewage Treatment Plant shall c9nform with all a�}aplld ble \
State and Federal regulations. / / / \ Q•,
8, A DEQ ATE_ C.HANwr_- ,_5 Fo K \ 5Tu�1X4w1-'-.TEK F►.�GNy
30'R
15' SWING GATE
APPROVAL
PIZ
DEPT. OF PLANNING & COMMUNITY DEVELOPMENT
A 4-s-4 , A, s.t 1
DEPf. OF ENGINEERING
-57A, ALBEMARLE CO_ NTY SERVICE AUTHORITY U
DEPT. OF ZONING
COUNtY FIRE OFFICIAL
VIR INW DEP . OF HIGHWAYS
. ' 6 ZL�► L
VIRGINIA - PT. OF HEk.TH
CULVERT5-SHA._L BE. FiE'_Q QE-Tr- MtN-4E_v. j J,�\ F� --- / -{
LOW PRESS AIR SYSTEM
/ F`\ ON CONC PAD
CV + . . . .
. . . . . . . . .
M +
.
IE 2 00
310
LIMIT OF PAVED 10 R 312.5 h
SITE ROADWAY 308 INFL. , F W . . +
/ SMT A . . . . ' ' 31 Z3 c
EXIST VICE RD TO / " + +
31 .3 Q
BE ABANDONED 306 + . . . . SLUDGE 312.�
RECONSTRUCTED GRAVEL STOR.
/ SERVICE RD TO INFL PS / 2.4 TANK QQ
/ MH D-2 / 304 / + l 312.5 AYH IE 28P.74 / \� O� +
COVE EL 3 Y� O
/ 10, SWI G GATE O 30 / T EA WORKS
3"+
300 / �_17 / D Kf 4" DRAIN
FROM FLOW 311.5
MSMT sTA FLO SPL ER 1 O TOW 312.0
INLET EL 302 f OO \
0 0� - N W 3.0 . . .
/ N tJ N N (D
N/ rn ono p rn °D / �, 45'R 310 3�
I 296.38 . 50'R GEN SET BASIN 3
LA AERATIO
10 R TYP 278 MH D-1 \\
IE 271.00 ECII - 10'R INL �p 306 (FUTURE)
. / COVER EL 283.0'
15 SWING GATE 296 W \\
o
/ + �GQ ®��
276 SHOP TOW 312.0 AERATION BASIN
LP TOR E . I FFE 298.3 2 >> .
90 + " 5°1�, " " . . OPERATIONS . . .
INFLUENT PUMPING
0 / �, CONTROL A ION BASIN
O 30' X 25' STATION + BLDG. 1 TOW 312.0
MH PS-1 BL,DG TOW EL 288.0 � FFE 302.0 + 304.75
IE 255.0 �9B . . . . . . .
OVER L 274.5 0 EC1
0 0 OUTLET . . 35.5' + 305.0 16'
+ 296.25
-} FILTER ROOM
29 .2+
FFE 302.0 W
Q1 + \ rn w 12.0 /
+ 5 R LOADING DOCK cry o
W
(TYP) MH D-3 FFE 302.00 LOW SPUTTER
\U IE 289..48 YH O TOW 310.65
+ O . . . / �1p 18, . O I 12' R
U\ HC PARKING 10 �p
SIGN 'P
\ `��� 0 297.0 �� CLARIFIER 2 ��, .
STAGGERED DOUBLE ROWS OF �- + . . . . � `y 21.5, TOW 310.5 �Ja .
EASTERN RED CEDARS O 15' OC . 1-g' - .. .
Q ,5�
309.5 <<1 YH
/o 0 + . . . 29 309.5 +/ CUM . .
0 \ . PS
)_1 0U V S. O � �O
0CHANNEL MH 4
Q� 0, IE 289. -
+ q 0[A0.306 CLARIFIER 1
\ 0o + 298.5 \\ 1^�°4 TOW 310.5
0 + YH CASCADE } O MH D-5 `306
0 AERATOR o L IE 289.95 " . .
\ EC1 296. + .16
292 + . . . a . . .
0 + +
0 MH -1 MH C-1
IE 284.9 IE 300.00
0 COVER EL 309.5
SE�gPG�
goo
8' CHAIN LINK FENCE (TYP)
37?
+
10' R
`I70 +
15' R +
�30 .
.8_.
A?
SITE DEVELOPMENT DATA:
SITE DATA:
Tax Map: 93 Page 59
Deed Book: 1161, Page 313
Zoned: PRD (ZMA-90-19)
Setbacks: 400' to residences, assembly or
food preparation: VDH requirement
Location: Glenmore Farm
Route 250 East
Rivanna Magisterial District
Albemarle County, Virginia
OWNER:
Glenmore Associates Limited Partnership
Frank A. Kessler, General Partner (804) 979-9500
P.O. Box 5207
Charlottesville, Virginia 22905
CONTACT
John Greene (804) 977-1498
PERSON:
Applied Technology & Engineering, P.C.
P.O. Box 6217
Charlottesville, Virginia 22906
EXISTING
Cleared site with tall grass, sloping toward Carroll
CONDITIONS:
Creek and the Rivanna River; site is not in a water -
supply watershed.
PROPOSED
DEVELOPMENT:
Public Sewage Treatment Plant
LAND USE:
Building: 4,121 s.f.
Pavement: 20,826 s.f.
Max Impervious Surface: 24,947 s.f.
Approx Site Area: 87,120 s.f.
BUILDING
HEIGHT:
Not To Exceed 35 ft.
FLOOR
AREA RATIO:
NA
LOT
COVERAGE:
NA
PARKING:
Required: 1 per employee = 1 SPACE
Provided: = 3 SPACES
GENERAL NOTES_
Pavement Design: 8" crushed stone, VDOT #21 B
Type D Blotted Seal Coat
2' graded shoulders, drainage swales as noted
Stormwater
Detention: Not required
Runoff Control:
Not required
Erosion Control:
As shown on the Erosion Control Plan
Water:
8" Public water main in Carroll Creek
Road
Fire Hydrant: Located of the intersection of Carroll Crk.
Rd. and the Plant access roadway
Refuse:
Stored inside for removal by Plant
Operator
Outdoor Lighting: Shall consist of area lights as indicated
on the Plan and shall not glare on
adjacent properties
Zoning:
Site shall comply with Section 5.1.12(b) of
the Zoning Ordinance requiring the buildings
and structures to have the exterior appear -
once of residential buildings
Signs:
Must comply with Section 4.15 of the
Zoning Ordinance and will require a
separate permit
Landscaping
Plan: As shown on the Plan
Survey and
topographic information provided by Roudabush, Gale
& Assoc.
Elevation benchmark is a PK nail in a 10" diam. tree
on the SW
side of No. 3 Tees, between the tees and proposed
Carroll Creek
Road, ELEVATION 299.57
0 20 40