HomeMy WebLinkAboutSDP199300009 Plan - Approved 1993-04-220
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• Total site area: 96,833.0 Sq. Ft. �J
2.I noes
• Pcicenlages: A. Building 22% including exist. Parsonage
Parking 22% MW
Open Arca 56% - 1.24 Acres
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13. Existing Building Arca 10,601 Sq. Ft.
New Addition Arca 7,594 Sq. Ft.
Existing Parsonage.Z00 Sq. Ft.
Total 21,395 Sq. Ft.
• Current 'Luning: R-2
• Proposed Zoning: R-2
• Current Use: AssemblylChurch - A4
• Proposed Use: Assembly/Church - A4
• Proposed Structure: Type 3 B; : F7 r& 427 E_T t.e - P OO I T 112 -J TO FSA V E.
Brick and Frame S P m i tJ IL I.. LrA. ti 5 T F-,4^ .
I story - Proposed ---'- •�
2 story - Allowed
19.5 Ft. Proposed Building lit.
30 Ft. Allowed Duilding III.
• Parking Data: Tolal required: 150
Total Shown: 151 (including II.C. stalls) 1
Total II.C. rctluired: 7 i J
Total I I.C. shown: 8 (including I van -accessible stall) w
• Notes: 1. This site drains to Beaver Creek.
2. Sidewalks: 4" 3,500 PSI concrcle with L4 x 1.4 10/10 WWF on 4"
gravel fin. aT1-�ju - sail - I
1. Paving fi" aggregate base lopping.
4. The amount of pervious and impervious surfaces between pre- and post -
development balance.
5. Applicant shall be mindful not to aggravate drainage on adjacent
properties.
G. Lights used to illuminate parking areas shall be arranged or shielded to
reflect light away from adjacent adjoining residential districts and away
from adjacent streets. Lighting spill-over onto public roads and properties
zoned residential shall not exceed 1/2 foot candle.
_M_41h� R' _ T I. L+ MA 7. Aro" of Assembly: 11,280; 1 space/75 sq. ft. = 150 required; 151
ESI' -____ (,ARGEL IOI� provided.
D R AX I tJ A(j E, MNP A I R. Number of Fixed Seams: 57.1; 1 sp3ce/4 scats = 144 required; 151
-5 ry v G I Lj r'z- E provided.
9. Ncw Plumbing Fixlurc Information:
I
E� 1 Co T. ISM r- (� e- * 1 ST. D ra A I P4 NIC -3 D 1 T' G H II • R water closets l3 dpu
�-I �'�O 5 1..0 P E TO R EM A I lJ IJ I.! I z B ED
• 9 lavatories 8
5T u r
• 8 floor drains IG
• I dishwasher
-> -` • I commercial sink 2
p ( II I I IJP _U
32 13 W 20'1, 73 round. 94.5dfm
_ -- 10. Prior to commencement of construction wiUtin existing public right -of-
t 1_ way• including connection to existing road, a permit for said construction
T. I- I I ! J shall be obtained from VDOT (Virginia Department of Transportation).
E -.1 r3 u� T ra. I i /(1 1 I . All paving and drainage related materials and construction methods shall
conform to current specifications and standards of VDOT unless
I I e otherwise muted.
II 0 12. Erosion and siltation control measures shall be provided in accordance
1 - -- - E * I S T. with the approved erosion control plan and shall be installed prior to
4 • 5 Q�p 1 clearing, grading or other construction.
13. All slopes and disturbed arca% are to be fertilized, seeded and mulched.
`-T Maximum allowable fill or cut slope is 2:1. Where reasonably obtainable
lesser slopes of 4:1 or better are to be achieval.
14. All drainage inlets shall have a 2" local depression.
--^-^ O 15. Paved, rip -rap or stabidizalion mat -lined ditch may he required when in
the opinion of the Albemarle County Director of Engineering, or his
designee, it is deemed necessary in order to stabilize a drainage channel.
16. All traffic control signs shall conform with the Virginia Manual for
Uniform Traffic Control Devices, lalest edition.
(O 17. Unless otherwise noted all concrete pipe shall be reinforced concrete
pipe, Class III.
1 1 18. All excavation for underground pipe installation must comply with
OSIIA Standards for the Construction Industry (29 CFR Part 1926).
19. Area indicated as Phase If will consist of a new means of egress stair
from future second floor addition.
20. All fill material must be placed in layers not to exceed 8" loose lift and
d- compacted to a minimum 95% maximum dry density in accordance wide
11 ASTM D-678 I
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ZONING APPROVAI, DA E
ENGINE,ERING APPROVAL DATE
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REVISIONS
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