HomeMy WebLinkAboutSDP202100077 Plan - Submittal (First) 2021-10-01 (5)\ GENERAL NOTES: P4
PARKING CALCULATIONS TABLE
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AS PER 18-4.12.6 OFFICES, BUSINESS, ADMINISTRATIVE AND PROFESSIONAL (INCLUDING
MEDICAL OFFICES BUT NOT DENTAL CLINICS)
REQUIREMENT: 1 SPACE / 200 SF OF GROSS COMMERCIAL OFFICE SPACE
WHERE GROSS COMMERCIAL OFFICE SPACE= 80% OF THE
NET SF OF THE BUILDING FOOTPRINT OR AT THE REQUEST OF
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
MAXIMUM NET FLOOR AREA USED.
NET SF OF OFFICES ONLY: 2,396 sf
zoo =11.95 = 12
TOTAL SPACES REQUIRED = 12 (INCLUDING 1 H/C)
TOTAL SPACES PROVIDED = 12 (INCLUDING 1 H/C)
Z
INSTALL STONE THRESHOLD
\SF
INSTALL STEPPING STONES
/ HANDICAP PARKING AND \ACCES/ S AISLE
SEE DETAIL 1/C-06 A
INSTALL ADA COMPLIANT GRAVEL GRID
580,70 SF
/ PER DETAIL 2/C-06
EXISTING 1 STORY R2.00
HOUSE
1303 SF
/ FFE 527,91
/ EXISTING BRICK INSTALL BRICK PAVERS -�// °. HVAI
PATIO PER DETAIL 5/C-06 R2.00
R'V00
4.0
/ EXISTING K01 AEMERGE EMERGENCY
SS
EMERGENCY ACC SS 40
DISTANCE - 400'
K01 POND TO REMAIN
IN -GROUND PROPANE TANK
YARD INLET TO COLLECT
OUTPUT FROM ROOF AND y \
EXISTING STONE RETAINING WALL, TO REMAIN FOUNDATION DRAINS \
MAX HEIGHT: 3.OP OF STRUCTURE, \�
8" BRONZE NGRATE ST
TO
/ 8" NYLN GRATE TO
T j / 8" N V. OUT:
TEE
CRITICAL STEEP SLOPES 1117
/ roP: s26.os
INV. OUT: / 524.55 FASTING
EXISTING BIRD CAGE, TO REMAIN see wro=.
45° ELBOW /
(INSTALL 8" PVC STORM PIPE -
/ 12 50' 1.3 45° ELBOW -
GRAPHIC SCALE
20 0 10 20 40
( IN FEET )
1 inch = 20 ft.
INSTALL FLAGPOLE
INSTALL 2" PVC
ELECTRIC CONDUIT
3" PVC CONDUIT y /\ \) CRITICAL STEEP SLOPES\ /
1.
ALL RADII = 5' UNLESS NOTED OTHERWISE.
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2.
ARCHITECTURAL BUILDING DIMENSIONS SUPERSEDE BUILDING DIMENSIONS AS
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SHOWN ON THIS PLAN.
3.
PAVEMENT AT ALL ENTRANCES SHALL MATCH THE EXISTING CROSS SECTION OF
ROUTE 250.
4.
THERE WILL BE NO CHANGE IN THE EXISTING POINT OF INGRESS TO, OR EGRESS FROM,
THE SITE.
5.
THE MAXIMUM IMPERVIOUS SURFACE AREA ONSITE IS 3100 SF(0.07 ACRES).
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6.
PROPOSED SITE USE IS COMMERCIAL OFFICE ONLY. THERE WILL BE NO RETAIL USE,
EITHER GIFT, CRAFT, ANTIQUE SHOP, OR OTHERWISE.
TOTAL ACREAGE OF PROPOSED USE = 0.06 ACRES
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TOTAL NUMBER OF EMPLOYEES = 4
7.
NO SITE LIGHTING IS PROPOSED FOR PARKING AREAS.]
8.
THERE ARE NO ADDITIONAL EASEMENTS PROPOSED FOR THE SITE.
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9.
VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE
ELIMINATED.
10.
ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE PUBLIC NUISANCE
Va,
AND NOT OVER SIDEWALKS.
11.
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
FIRM INFO:
BE AT THE SAME LEVEL AS THE PARKING SPACES THEY SERVE.
Lineage Architects, P.C.
12.
ORDINANCE 18-4.12.13(C): LOADING SPACE. THE LOW LEVEL OF ON -SITE STAFF AS WELL
P.O. Box 91
AS THE INTENDED USE OF THE OFFICE AS A SPACE FOR MANAGING LOCAL ASSETS
98 Lee Highway
Verona, VA 24482
WILL NOT GENERATE THE SIZE OR QUANTITY OF DELIVERIES TO THE BUILDING SUCH
THAT A LOADING SPACE WOULD BE NECESSARY. THESE FACTS, IN COMBINATION WITH
3771
Phone: (540) 248-)1628
THE OWNER'S INTENTION TO MAINTAIN THE HISTORIC CHARACTER OF THE SITE, LEAD
Email: info@lineagearch.com
h com
TO THE REQUEST THAT THE LOADING SPACE REQUIREMENT BE WAIVED VIA
18-4.12.13(F).
I ENGINEER NAME/SEAL:
13. MAINTAIN 8" CLEARANCE ABOVE FINAL GRADE FOR ALL NON -MASONRY MATERIALS
\FIRE FIGHTING INFORMATION:
1. AVAILABLE FLOW AT HYDRANT NO. 12796 = 2796 GPM
2. NEEDED FIRE FLOW = 1500 GPM
a. F = 1.5 WOOD FRAME
b. A = 2842 SF ARCHITECT NAME/SEAL:
c. C =1439 GPM -1500 GPM
d. 0 = 0.85 (C-2 OFFICE)
\ e. X = 0.12
f. P = 0.0
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
j Average Standard Adjustment Driveway
Rate Deviation Factor Volume
\ \ 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 0.0606 0.00 1.00 0
7-9 AM Peak Hour Total 0.48 0.71 1.00 2
4-6 PM Peak Hour Enter 0.08 0.00 1.00 0
4-6 PM Peak Hour Exit 0.38 0.00 1.00 2 '
4-6 PM Peak Hour Total 0.46 0.70 1.00 2
[l7
Saturday 2-way Volume 0.59 0.80 1.00 2
Saturday Peak Hour Enter 0.05 0.00 1.00 0 vi U
Saturday Peak Hour Exit 0.04 0.00 1.00 0 1� F
Saturday Peak Hour Total 0.09 0.31 1.00 0 rW1 F-
Note: A zero indicates no data available. ^ C4
Source: Institute of Transportation Engineers '¢S
Trip Generation, 7th Edition, 2003. U
TRIP GENERATION BY MICROTRANS F
F 04 Z Q
Summary of Trip Generation Calculation Z
For 1.73 Th.Gr.Sq.Ft. of General Office Building
June 17, 2020 O
Average Standard Adjustment Driveway
Rate Deviation Factor Volume 5 MINOR AMNDMNT 8/9/2021
Avg. Weekday 2-Way Volume 11.01 6.13 1.00 19 4 PERMIT SET 12/30/20
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 3 CO. COMMENTS 12/10/20
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 2 COMMENTS 8/18/20
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
BD OVERALL SITE PLAN
SCALE: I "= 20'
DIRECTIONAL FACTOR FOR US 250 FROM DICK WOODS RD. TO US 29 :.689
AVERAGE DAILY DRIVEWAY VOLUME: 19+13 = 32+2 = 16
DRIVEWAY VOLUME x DIRECTIONAL FACTOR: 16 x .689 = 11
EAST -BOUND DAILY TRIPS : 11
WEST -BOUND DAILY TRIPS: 5
DRAWING DESCRIPTION:
OVERALL SITE PLAN
DRAWING NUMBER:
C-04