HomeMy WebLinkAboutARB202000077 Plan - Revision 2020-07-20 (4)50,
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GRAPHIC SCALE
20 0 10 20 40
( IN FEET )
1 inch = 20 ft.
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80
OVERALL SITE PLAN
SCALE: 1 =2'
GENERAL NOTES:
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1. ALL RADII = 5' UNLESS NOTED OTHERWISE. 0
2. ARCHITECTURAL BUILDING DIMENSIONS SUPERSEDE BUILDING DIMENSIONS AS SHOWN H
ON THIS PLAN. Q U a
3. PAVEMENT AT ALL ENTRANCES SHALL MATCH THE EXISTING CROSS SECTION OF ROUTE
250. x
4. THE MAXIMUM IMPERVIOUS SURFACE AREA ONSITE IS 3100 SF(0.07 ACRES). E"
5. PROPOSED SITE USE IS COMMERCIAL OFFICE ONLY. THERE WILL BE NO RETAIL USE,
EITHER GIFT, CRAFT, ANTIQUE SHOP, OR OTHERWISE. ~� 0
TOTAL ACREAGE OF PROPOSED USE = 0.06 ACRES
TOTAL NUMBER OF EMPLOYEES = 4
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6. NO SITE LIGHTING IS PROPOSED FOR PARKING AREAS. �� 3
7. THERE ARE NO ADDITIONAL EASEMENTS PROPOSED FOR THE SITE. A
8. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE
ELIMINATED.
9. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE PUBLIC NUISANCE AND
NOT OVER SIDEWALKS. o
10. ALL ACCESSIBLE PARKING SPACES AND ACCESS ISLES SHALL CONFORM WITH ADA
DESIGN STANDARDS FOR ACCESSIBILITY. CROSS SLOPES OF ACCESSIBLE PARKING
SPACES AND ADJACENT ACCESS ISLES SHALL NOT EXCEED 1:48. ACCESS ISLES SHALL BE
AT THE SAME LEVEL AS THE PARKING SPACES THEY SERVE.
11. SEE LANDSCAPING SHEET BY OTHERS FOR LANDSCAPING PLAN. FIRM INFO:
12. PER MARCH 19, 2020 EMAIL FROM TORI KANELLOPOULOS, NO TIER 3 OR TIER 4 PLANS ARE Lineage Architects, P.C.
REQUIRED FOR SUBMITTAL. P.O. Box 991
98 Lee Highway
PARKING CALCULATIONS TABLE Verona, VA 24482
Phone: (540)248-3771
AS PER 18-4.12.6 OFFICES, BUSINESS, ADMINISTRATIVE AND PROFESSIONAL (INCLUDING Fax: (540) 248-1628
MEDICAL OFFICES BUT NOT DENTAL CLINICS) Email: info@lineagearch.com
REQUIREMENT: 1 SPACE / 200 SF OF GROSS COMMERCIAL OFFICE SPACE ENGINEERNAXIE/SEAL:
WHERE GROSS COMMERCIAL OFFICE SPACE= 80% OF THE
NET SF OF THE BUILDING FOOTPRINT OR AT THE REQUEST OF I TH OFF
THE APPLICANT, THE ACTUAL NET OFFICE FLOOR AREA AS SHOWN ON
�
FLOOR PLANS SUBMITTED BY THE APPLICANT, DELINEATING THE ACTUAL
NET OFFICE FLOOR AREA, WHICH PLANS SHALL BE BINDING AS TO THE v JONATHAN F. GARHER a
MAXIMUM NET FLOOR AREA USED. No. 038568
7/13/20'
NET PLANS APPROVED BY KHRISTOPHER TAGGERT MAY 22, 2020 QSI Lycs�
ONAL F
NET SF OF OFFICES ONLY: 1,730 sf
ARCHITECT NAME/SEAL:
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20o-8.65=9
TOTAL SPACES REQUIRED = 9 (INCLUDING 1 H/C)
TOTAL SPACES PROVIDED = 9 (INCLUDING 1 H/C)
WEEKLY TRIP CALCULATIONS:
NOTE: INTENDED SITE USE IS LOW VOLUME COMMERCIAL PER APPENDIX F OF
THE VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD DESIGN MANUAL.
DS Tavern
Summary of Trip Generation Calculation
For 4 Employees of General Office Building
June 09, 2020
Average Standard Adjustment Driveway
Rate Deviation Factor Volume
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Avg. Weekday 2-Way Volume 3.32 2.16 1.00 13
7-9 AM Peak Hour Enter 0.42 0.00 1.00 2
7-9 AM Peak Hour Exit 0.06 0.00 1.00 00
7-9 AM Peak Hour Total 0.48 0.71 1.00 2
3
9-6 PM Peak Hour Enter 0.08 0.00 1.00 0 � W
4-6 PM Peak Hour Exit 0.38 0.00 1.00 2 z
4-6 PM Peak Hour Total 0.46 0.70 1.00 2 W1.4
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Saturday 2-Way Volume 0.54 0.80 1.00 2 1-� 14 r l p
Saturday Peak Hour Enter 0.05 0.00 1.00 0
Saturday Peak Hour Exit 0.04 0.00 1.00 0 (�� F a
SaturdayPeak Hour Total 0.09 0.31 1.00 0 Y-1
Note: A zero indicates no data available.
Source: Institute Of Transportation Engineers Trip Generation, 7th Edition, 2003. > U QF�
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TRIP GENERATION BY MICROTRANS O
Summary of Trip Generation Calculation W zF
For 1.73 Th.Gr.Sq.Ft. of General Office Building 0 CN
June 17, 2020Go
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Average Standard Adjustment Driveway
Rate Deviation Factor Volume
Avg. Weekday 2-Way Volume 11.01 6.13 1.00 19
7-9 AM Peak Hour Enter 1.36 0.00 1.00 2
7-9 AM Peak Hour Exit 0.19 0.00 1.00 0
7-9 AM Peak Hour Total 1.55 1.39 1.00 3
4-6 PM Peak Hour Enter 0.25 0.00 1.00 0
4-6 PM Peak Hour Exit 1.24 0.00 1.00 2
4-6 PM Peak Hour Total 1.49 1.37 1.00 3
Saturday 2-Way Volume 2.37 2.08 1.00 4 1 SITE SUBMITTAL 7/13/20
Saturday Peak Hour Enter 0.22 0.00 1.00 0
Saturday Peak Hour Exit 0.19 0.00 1.00 0 NO. REVISIONASSUE DATE
Saturday Peak Hour Total 0.41 0.68 1.00 1
JOB NUMBER: 19066
Note: A zero indicates no data available.
Source: Institute of Transportation Engineers
Trip Generation, 7th Edition, 2003. DATE: MAY 26,2020
TRIP GENERATION BY MICROTRANS
DRAWN BY: JMT
AVERAGE DIRECTION OF TRIPS APPROVED BY: JFG
DIRECTIONAL FACTOR FOR US 250 FROM DICK WOODS RD. TO US 29 :.689 DRAWING DESCRIPTION:
AVERAGE DAILY DRIVEWAY VOLUME: 19+13 = 32=2 = 16 OVERALL SITE PLAN
DRIVEWAY VOLUME x DIRECTIONAL FACTOR: 16 x .689 = 11
DRAWING NUMBER:
EAST -BOUND DAILY TRIPS : 11 C-�4
WEST -BOUND DAILY TRIPS: 5