HomeMy WebLinkAboutVA199000058 Plan - Approved 1990-08-21i
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1. ALL BRICK TO BE'OVERSIZED (ENGINEERED), LAW- I I
�,LAI►L 1/)�IrV �� CCALt;%I'-U" RENCEVILLE 109 b/S. -
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MOFTAK OF e
2.. MORTAR TYPES: -
I : FLAMIIIGO C-212 ( TYPE N)
USED AT COLV.N PASES AND BELOW WINDOWS -
(STOREFRONT AND ANDERSEN). ' C�
#2 : , RIVERTO$ BRICK MIX (TYPE N) WITH -- -- - - - - -�-
:.
CONNERS SAID- EVENLY WASHED'WITH'MURATIC
ACID.
3. DRYVIT TYPES:
#1: 8RI•TE WEITE ---- - ----
i --F
USED AT FLAT PANELS ON UPPER LEVEL OF
NORTH ELEVATIONS, AND AT FLAT PANELS ON {
UPPER AND LONER LEVELS OF EAST AND WEST, d I
'� ..
. ELEVATI021S. Li
# 2 : SUPER ' j7HITE i�z �N
USED AT COLUX7S, PILASTERS, SIGNAGE PANELS FIE- IZ- 53 : �d
AND AROUND WIIDOWS. AtQCH02 EOLT
tN SON D C'�E-M _ 1 i
T 77, PROVIDE A 16" X 48"SAMPLE OF ALL'COLORS LISTED, 3"x �jFOR APPROVAL BY ARC3ITECT. —`L-
. 4.: REFER TO SHEET=-10 FOR TYPICAL DRYVIT - /./•_
PROFILES AND DETAIL'>.
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• 5. ' REFER TO SHEET l-9 'FOR DETAILS AND ELEVA- 0111 8C!-`i U ,�• _ ___-_ _�_
TIONS OF WINDOWS BE!OND SIDEWALK. -
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Chieries G. KR'Aill, Jr. •` 1
Cart. No. 6752
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SECTION THRU SIGN
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3 SECTION THRU COLUMN
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SCALE: 3" = 1'-0"
GENERAL NOTES
1. MORTAR TYPE - FLAMINGO C-272 (TYPE N)
2. BRICK- LAWRENCEVILLE #109-0/S
OVERSIZED - ENGINEERED
3. BRICK (SPECIAL SHAPES) - LAWRENCEVILLE #109-0AS
4. BRICK STUDS SAME COLOR AS OTHER BRICK
SIZE - 5-7/8 X 5-7/8
5. CONTRACTOR TO VERIFY ALL DIMENSIONS BEFORE
STARTING CONSTRUCTION & REPORT ANY DISCREPANCIES
TO THE ARCHITECT.
6. SIGN CONTRACTOR TO VERIFY CONNECTIONS OF SIGN
AND REPORT ANY MODIFICATIONS TO THE ARCHITECT.
DATE ISSUED
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SHEET NO.
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OF SHEETS
VRINT N42143 I
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Water and Sewer General Plan Notes (ASCA) DRAINAGE SUMMARY TABLE
(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
\ \
EX. 6. 1. \ \\\ \` \\\ `\ \��� (2) The location of existing utilities across or along the line of the
\�� proposed work are not necessarily shown on the plans and where
I o \\ 19 dG 88 \ 90` C� shown are only approximately correct. The contractor shall on
IS"p�� \ \ \ \ T •4� his own initiative locate all underground lines and structures as
H_ \ \ I>3"= 15 GC,- III RCP ev 0.50 ,( \ �� /�' CvT necessa
Rq Lin T or. '\ . c�b� pG necessary.
� \ "� \ \ `.� (3) All materials and construction shall comply with General Water
E \ \ \ (�4NI75CApC Ggt \\
35 - 15 rr GL-lll 0.50r �5. h7.- � \ ��b ��� /CLC and Sewer Construction Specifications as adopted by the
\ \\ \ \ `\ %-/ �c bq /iy� Albemarle County Service Authority on January 20, 1983, as
�E(�IN NEW \ \� \ ` `\ \ S Gv�EG EST amended. JUL-! 1, 1985.
(4) Ail elevations are based on U.S.C. and G.S. datum.
W G� q���
y T p (5) The contractor shall be responsible for notifying "Miss Utility"
�pE (1-800-552-7001).
8
�\ RrE (6) All water and sewer lines shall have a three foot minimum cover
l,l_ \ -_�� `'a 5o v� \\ _ S over the centerline of the pipe.
JLJ \ R
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5W.1zPLAC�\ /YC
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> `�•• W/MATGNINGI �wT. 72 \ `
` \ \\ 57G s 578
570
'%9 570 \\ \\ `2
s, 5
Cji-
AN \\
ID'k�., "rAPPIN �1-�x4"T�,1� \ � • \ P \
SLEEVE AND �f�LVE �' I-g5->ti S, - \ C
LGVGL`I(,OVGEzGt� W�At.K \ \
5�a - �\
cQR EXACT ELEV6\:1*f' \\ /ry \ �CCS I \
nJd'G'rz \ 7 ryC
Structure #
Description
Length
Invert
Invert
Slope
Remark•
From To
T e
Feet
In
Out
%
8
DI-1
570.00
138
3 80%
15"RCP
5
DI.39
564.75
564.50
L.7
5
=1.3B
546.75
564.50
L.7'
50
1.50%
15"RCP
4
DI-3R
56375 1
563.50
L.4'
4
DI-33
563.75
563.50
L.4'
171
6.49%
15"RCP
3
01.30
55240
54640
L.5'
13
HOOF D IN
-
562.00
139
4.32%
6'
11
MH-1
55600
55525
14
ROOF DRAIN
556.70
74
0.95 %
6"
11
1 MH-1
55600
55525
11
01-3B
556.00
555.25
57
0.61%
15'RCP
10
D1.311013-1
554.90
54696
L.4'
10
DI.381JB-1
554.90
54696
L.4'
112
0.50%
72"RCP
3
DI-3C/J13-1
54640
54640
L.7
3
1.3 /J •1
546.40
54640
L.7
20
0.50%
21'RCP
2
MN-1
546.30
546 OS
9
0I-38
-
147.50
L-6
28
2.50%
15'RCP
2
MHA
54600
54605
27
I.7
572.50
57
4.821/
15" RCP
26
DI-3A
569,75
569'90
L-2 5'
26
DI.3A
569.75
569 50
L-2.5'
80
5.94%
15'RCP
24
DI-3A
56475
564 50
L-2 5'
25
DI-3A
-
56500
L-2 5'
34
0.74%
151RCP
24
DI-3A
56475
564 50
L-2 5'
24
1)1-3A
564.75
564.50
L.2.5'
5
4.00%
15"RCP
23
ES-1
-
56430
-
22
-1
563.50
65
3.03%
WWI`
21
ES.1
561.50
-
18
ES-1
55900
6
3.12%
15"RCP
17
DI-30
55875
55850
L.6
17
I-33
558.75
558.50
-6'
116
2.37%
15"RCP
16
DI.39
554 75
$54 50
L-6'
16
D1-3B
554.75
554.50
L-6'
90
2.50%
15'RCP
15
MH-1
55225
551 40
20
0I.3A
-
569 62
L.4'
18
0.5V/e
15' RCP
19
DIA
56953
56928
19
DI-1
569.53
56928
35
0.50%
15'RCP
EX DI
DI.3R
56910
56890
to
DI.313
546.50
546.25
I
24
0.50%
15"RCP
2
MH-1
54613
1 54605
\ \\\ V 15-1 To BE UTILiZ-ED WITHIN ALL `STORK S"TKAXTURES
II IL, -ham
11J `' I-- - _\\ \\ o \ UF'PGR l.1✓V�l, 1= F. $r,rEY• UPI LG-VEL G(,BV. \`II,PPGCr LZ-VCI, FF f:l.C'7 �VPI?l;lZ I.GVGL\\
! 570 \\\ \\ =_, ?z25 `\ `SB2.25 \\ \58q•25 IFF ELEV.-5M-25 G 552
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ci - I - ` \ 570.23\ \\ �7a�� C 1= G(.t;V �573.25 °oia
u _ a Q' \\ \ \ \ l.c7W6l�a(,'VEI. Gt,VEf? WALK IN �� �5 r-�no3
\ \ \ \ LT. \ GI " C� 75 580 \
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R@.E 7 f� WALL38 �/ \, 4.�f'✓_iV
oEE ON 5
j -- JJ � \ \ \ \ \ ` s2>;Id. IULrDVCt! l7UM�TER• SCREEN,
O O IiG\ Mt? cc� 12C�`r1'> O fL2 Ez 5f GG5 2 17G1,. D L. DEL. Q�' L
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57 �`.�`\ 572 �`, '-, 579 �`_�' ���57 `\ �� �\ P 1i'� t' '
578
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UTILIT-f Pd96G TO --- ---- \✓✓
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C 1 1 \ 1= 1f�`{Y>r A t71.OVY'O 1�551V1. TiPIGAL PARKING SPACE 9'�1t3 `\ -566 ---
Val.V
p `� \ 4 M (1✓tz 1�X.�1=1:17TL \\ FFOVIDE GdV{G. WNEI=LSTdP FOR _ \�$ 5G2_569
v i \ SPACES IN F HT OF ARGAVE. S -
5
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1
THE COX COMPANY
Planners • Civil Engineers • Landscape Architects
220 East High Street
'IVY ROAD AT COL.ONNADE DRIVE Charlottesville, Va.
ALBEMARULE COUNTY, VIRGINIA
KIRK HUGHES & ASSOCIATES
Land Surveyors - Land Planners
220 East High Street
Charlottesville, Va. 22901
(804) 296-6.942
MITCHELL, MATTHEWS,
& ASSOCIATES LTD.
Architects
2350 Old Ivy Road
Charlottesville, Va. 22903
(804) 979-7550
VICINITY MAP
!! - J L • 699 � C,�
d
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raN�
I 1
I
GENERAL NOTES
• 111- �0' SIGNATURE PANEL
�';,1 /� TM✓i.4� -1'!i' X ivy
_� YV
Department of Planning and Community Development
Department of Engineering
Uzi, Department of Zoning �-
Department of Inspections (Fire Officer)
lI` '\'/', Albemarle County Service Authority
si Virginia Department of Health
Virginia Department of Transportation
1.
Owner/Developer
7.
Parking Lot Layout
Townside East Limited Partnership
Spaces are 9'X18'
Aisles are 24' wide.
2.
Planners/Engineers
Traffic marking are 4" wide, painted white.
The Cox Company
220 East High Street
8.
Parking and Travelway Paving Materials
Charlottesville, VA 22901
Two (2) inches S-5
Seven (7) inches 21-A Sub -Base
3.
Architects
Well -Compacted Sub -Grade
Mitchell, Matthews & Associates Ltd.
Minimum CBR-10
2350 Old Ivy Road
Y
Charlottesville, VA 22903
9.
Route 250 Decel Lane Paving Materials
i
One and one half (11/2) inches S-5
4.
Parcel Identification
Three (3) inches B-3
Acreage: 2.34
Eight (8) inches 21-A Aggregate, Primed
Jack Jouett Magisterial District
Well -Compacted Sub -Grade
Albemarle County, Virginia
Minimum CBR=10
Tax Map 60, Parcel 40 C 1, Lot 1
Deed Book 741, Page 538
10.
Sidewalk Paving Materials
Deed Book 419, Page 25 Plat
Four (4) inches Concrete with 6"X6" -10/10 W.W. Mesh
Four (4) inches Crushed Stone Base
5.
Existing Zoning
Well -Compacted Sub -Grade
Highway Commercial (HC)
11.
Curbs & Gutter
6.
Survey Data
Curbs - VDOT CG-2
Boundary survey prepared by
Curbs with Gutters - VDOT CG-6
Kirk Hughes and Associates
Dimensions shown are to face of curb. ,
Dated: December 20, 1988
Topographic survey prepared by
12.
Outdoor Lighting
Kirk Hughes and Associates
To be directed towards the site and away from
Dated: December 20, 1988
adjacent properties and roadways.
13.
Site and Development Data
A. Proposed uses and maximum acreage
occupied by each
use. -
Square Feet
Acres ° of Total
Building
16,659
0.38 16.3%
Parking & Off -Street Loading
26,842
0.62 26.3%
Vehicular Circulation
34,769
0.80 34.2%
Pedestrian Circulation
7,040
0.16 6.9%
Qpen Space
. 16,620
4�$ %
Total
101,930
2.34 100.0%
B. Impervious Surface: 1.96 acres
C. Maximum Amount of Paved Parking and Vehicular Circulation Areas: 1.42 acres
D. Maximum Haight: 35.00 feet
E. Total Employees: 62: 2-Building Management, 60-Lease Holders
14.
Parking Space Analysis
Type
ProvidedRequired Requirement
Total Spaces
157
157 1 space/100 sf for the first
5,000 sf plus 1 space/200 sf
above-5,000 sf of
net retail area
Handicapped 4 3 3 spaces per 101-200
(included in total spaces total spaces
'net retail area - 75% of 35,200 sf = 26,400 sf
r- 15. Loading Space Analysis
Iypg Providedwired Requirement
Off -Street Loading 4 4 1 space/8000 sf of
net retail area'
16. Datum used and Benchmark reference
All elevations are based on U.S.G.S. datum.
Benchmark (U.S.G.S.):
Character of mark: Standard disk
Established by: Virginia Department of Highways
Designation: Y 345 reset 1959
Elevation: 550.47 feet
Detailed Description:
1.0 mile west along U.S. Highway 250 from the junction of U.S. Highway 29 at the northwest edge of
Charlottesville, 23 feet southwest of edge of pavement of U.S. Highway 250, 24 feet southeast of the
center of a gravel road leading southeast to the Commonwealth Motor Court, 155 feet northeast of the
northeast corner of brick restaurant and gift shop, 1.0 foot southwest of a rock wall, 35 feet southeast of
culvert under U.S. Highway 250, 110 feet southwest of the south rail of the C&O Railroad tracks, 14 feet
northeast of a manhole on gas line, 5 feet northeast of A.0 & G.S. witness sign, and set in the top a
concrete post.
17. General Construction Notes
(1) The abbreviation V.D.O.T. made hereafter refers to the Virginia Department of Transportation. The term
County refers to the County of Albemarle, Virginia.
(2) Prior to commencement of any construction within any existing public right -of -Way, including
connection to any existing road, a permit for said construction shall be obtained from V.D.O.T.
(3) All paving and drainage related materials and construction methods shall conform to current
specifications and standards of V.D.O.T. unless otherwise noted.
(4) Erosion and siltation control measures shall be provided in accordance with the approved erosion control
plan and shall be installed prior to any clearing, grading or other construction.
(5) All slopes and disturbed areas are to be fertilized, seeded and mulched. Maximum allowable fill or cut
slope is 2:1. Where reasonably obtainable lesser slopes of 4:1 or better are to be achieved.
(6) All drainage inlets shall have a 2-inch local depression.
(7) Paved or rip -rap lined ditch may be required when in the opinion of the Director of Engineering, or his
To designee, it is deemed necessary in order to stabilize a drainage channel.
Ns. (8) All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices; latest
edition.
(9) Unless otherwise noted all concrete pipe shall be reinforced concrete pipe - Class III.
(10) All excavation for underground pipe installation must comply with OSHA Standards for the Construction
Industry (29 CFR Part 1926).
We the undersigned developer(s) understand that approval of this plan by the County of Albemarle does not
necessarily indicate Virginia Department of Transportation (VDOT) approval of the plan. Approval of the plan by the
County does not in any way relieve me of my responsibility in obtaining final VDOT approval prior to the issuance of
building permitind/or certifi ates of occupancy.
DEVELOPER DATE
.Seal: late'; isions:
w rre�1959 -
4 AP21L 1961 - eD. GoMM 1JTS
6 MPq 19S9 - e_o. COMMENTS
17 MAY 1989 - CO. GOltiNENTS
Scale: Title:
SITE PLAN
Date: Sheet No:
;1 /24/ 1 of 10