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Home My WebLink AboutWPO202100064 Plan - VSMP 2021-11-10 (7)\ GENERAL NOTES: P4 PARKING CALCULATIONS TABLE O 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 KOI 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. >4 2. ARCHITECTURAL BUILDING DIMENSIONS SUPERSEDE BUILDING DIMENSIONS AS W 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). W 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 W TOTAL NUMBER OF EMPLOYEES = 4 7. NO SITE LIGHTING IS PROPOSED FOR PARKING AREAS. 8. THERE ARE NO ADDITIONAL EASEMENTS PROPOSED FOR THE SITE. W 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 FU M 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@line gea 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 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 Saturday 2-way Volume 0.54 0.80 1.00 2 Saturday Peak Hour Enter 0.05 0.00 1.00 0 Saturday Peak Hour Exit 0.04 0.00 1.00 0 Saturday Peak Hour Total 0.09 0.31 1.00 0 Note: A zero indicates no data available. Source: Institute of Transportation Engineers Trip Generation, 7th Edition, 2003. TRIP GENERATION BY MICROTRANS Summary of Trip Generation Calculation For 1.73 Th.Gr.Sq.Ft. of General Office Building June 17, 2020 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 Saturday Peak Hour Enter 0.22 0.00 1.00 0 Saturday Peak Hour Exit 0.19 0.00 1.00 0 Saturday Peak Hour Total 0.41 0.68 1.00 1 Note: A zero indicates no data available. Source: Institute of Transportation Engineers Trip Generation, 7th Edition, 2003. TRIP GENERATION BY MICROTRANS AVERAGE DIRECTION OF TRIPS 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 ARCHITECT NAME/SEAL: Q [l7 � r ` W O � U O O Fa z z OV1 ^n NO. I REVISION/ISSUE I DATE JOB NUMBER: 19066 DATE: OCTOBER I, 2021 DRAWN BY: JMT APPROVED BY: JFG DRAWING DESCRIPTION: OVER SITE PLAN DRAWING NUMBER: C-04