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HomeMy WebLinkAboutSDP199200005 Plan - Other (not approved) 1992-02-24\f } c l (\I t \3 00 M - \g 00 0 c\l � � 30 Q � � � 00 � a I � � nC} 0 nt I \9 .0 ko irk) rt) n ) tf) ,f} '� Si � 1 � 0 i i n � pry �^� if) if) r i ,� � � � d� J3 � � rt \ \ \\ — \\ \ \ \ \ \ \ `\ \ /\ \ `\ \ \ 59 2 G X06 \- - A L, R' Y \ �\ 5 O J' ISI T \\ 7 5 cco 7 56 -� 562 562 civ, OU 7- 5"1 — ��v V v Ar 1 it _ LQ ,n •n s� 0 ir'J U) E:XJ �-r A ' Wk-rE K_ L i tom" 1 DATE 1 T'IVuF_ I-ROj F-CTr d, ALBEMARLE COUNTY FIRE OFFICIAL DATE ALBEMARLE COUNTY SERVICE AUTHORITY civ, OU 7- 5"1 — ��v V v Ar 1 it _ LQ ,n •n s� 0 ir'J U) E:XJ �-r A ' Wk-rE K_ L i tom" 1 5CA.I_F. I I' = 1,,3 LSI— 0 II rvrSc)jr_c,r- I i_C7� :r r� '�"r ;lat A 5o�.1i"H �r-�:�.;_:.. �',!�,,/�,>`iP•-1I�. K!`�ic..�,w�. f•J�.:`1"i�r� �;r rt�i nr� rut � �; �'J©u�!.-�.. sF✓6-f _j7! L 17 ZE 5 : N J/_d _ 10r2 i<L r I i�Fili rJ CXtJr�itNFJ 0) PXMOVF_01 : �1 I �5 ( yr ES HOBO l( SF1 f]kESI 23KA. /4 v t . - � r�firfr DEPARTMENT OF PLANNING AND COMMUNITY DEVELOPMENT DATE DEPARTMENT OF ENGINEERING DATE l/35 34 32 30 d, 5CA.I_F. I I' = 1,,3 LSI— 0 II rvrSc)jr_c,r- I i_C7� :r r� '�"r ;lat A 5o�.1i"H �r-�:�.;_:.. �',!�,,/�,>`iP•-1I�. K!`�ic..�,w�. f•J�.:`1"i�r� �;r rt�i nr� rut � �; �'J©u�!.-�.. sF✓6-f _j7! L 17 ZE 5 : N J/_d _ 10r2 i<L r I i�Fili rJ CXtJr�itNFJ 0) PXMOVF_01 : �1 I �5 ( yr ES HOBO l( SF1 f]kESI 23KA. /4 v t . - � r�firfr DEPARTMENT OF PLANNING AND COMMUNITY DEVELOPMENT DATE DEPARTMENT OF ENGINEERING DATE DEPARTMENT OF ZONING DATE ALBEMARLE COUNTY FIRE OFFICIAL DATE ALBEMARLE COUNTY SERVICE AUTHORITY DATE VIRGINIA DEPARTMENT OF HEALTH DATE VIRGINIA QEPARTMENT OF HIGHWAYS AND TRANSPORTATION DATE PROJECT DATA: OWNER: Farmington Country Club ZONING`. Rural Agricultural (RA) TAX MAP: 60 E2, Parcels 1 and 2 MAGISTERIAL DISTRICT: Samuel Miller District, Albemarle County, Virginia SITE SURVEY: Topographic survey data taken from survey prepared by B. Aubrey Huffman and Associates, Ltd., Certified Land Surveyor BOUNDRY SURVEY: Refer to Attachment A; "Water Line Plat" revised February 1983 by William S. Roudabush, Inc., Certified Land Surveyor EXISTING USE: Grounds' Maintenance Storage NEW USE: Indoor Sports Club in addition to existing use DESIGNATED SITE AREA: 28 acres BUILDING AREA: New Sports Club Basement 27,380 First Floor 3.600 Subtotal 30,980 New Storage Facility 4,830 Existing Storage Facility 4:350 GROSS FLOOR AREA 40,160 sf (0.92 acres) FLOOR AREA RATIO: 0.33 (3.3%) PAVEMENT AREA: 36,500 sf (0.837 acres) IMPERVIOUS AREA RATIO: 0.063 (6.3%) BUILDING HEIGHT: 35 feet maximum OCCUPANCY: Staff 2 Patrons Tennis 12 M Squash 6 Weight Room 6 Viewing Lounge 4 Aerobics and Exercise 10 TOTAL 47 persons PARKING: Required (maximum occupancy) 40 Available 41 EXISTING LANDSCAPING: Present site consists of hardwood forest throughout with the excep- tion of vehicle traffic areas. NEW LANDSCAPING: Install as indicated on the site plan, in accordance with the require- ments outlined in the Virginia Erosion and Sediment Control Handbook. General Site Pian Construction Notes 1. Prior to commencement of any construction within any existing public right-of-way, including connec- tion to any existing road, a permit for said construction shall be obtained from Virginia Department of Transportation (hereafter abbreviated V.D.O.T.). 2. All paving and drainage related materials and construction methods shall conform to current specifi- cations and standards of V.D.O.T. unless otherwise noted. 3. 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. 4. 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. 5. All drainage inlets shall have a 2 -inch local depression. 6. Paved, rip -rap or stabilization mat lined ditch may be 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. 7. All traffic control signs shall conform with Vir�linia Wanual for Uniforrn Traffic Control Devices, latest edition. 8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe - Class III, 9. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). Z A L,. V j- 0 - 0 j0 -0 U) `'�`' > Z Ly U rW0 r�} �I �. Z RECEIVED, FEB 2 4 1992 PLANNING Dc. ,ANT 1 OE' 2 ;Z" r rf _t z Z If II; (' C -r }-` t!1 L !__ tCIL, Ili r lu 'it-f1J F- Ili W �!n J li Lit Li9 �i � � L �9lil C`. (fly 1st W > I' - �LOu U)(!) o -z ,ANT 1 OE' 2