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HomeMy WebLinkAboutBankofClarkeCountyRoundHill_2tifCD Lr) w -A -D �ASEMENT OUTLOT 1 52 1. 2 AC ...... �,N I Inv, In PROPOSED GRAS AREA • .. . . . . . . . . • . . . . . . . . —ONE WAY V) WELL COMPACTED SUBGRADE PARKING LANDSCAPING DO N DT ENTER UTILITY PEDESTALS . . . . • . . . . . . . . . . * . * , * - PAVEMENT AREA S.F. AND 3TOP SIGN PROPOSED STORM DRAINAGE & STRUCTURE . • • . . • . • • • • . . . PAVEMENT TREES REQUIRED 19 0 112000 % FT. PROPOSED WATER MAIN . • . . . . . . • . • • . . . . V) (/) EXISTING WATER MAIN " - * , * * * . . . . . . PAVFME91 TREES PROVIDED 19 PROPOSED FIRE HYDRANT 837,51 ftf Cy INTERIOR TREES REQUIRED 01/10 SP,) a 0 C EXISTING SAN, SEWER AND MANHOLE . . . . . . • . . .. .. INTERIOR TREES PROVIDED 3 ----I WT PROPOSED UNDERGROUND TELEPHONE SERVICE . • . • .. • • .. aTELl TOTAL TREES REQUIRED 22 SIDE)VALK SUBJECT TO CHANGE 842,65 TOTAL TREES PROVIDED 22 WITH PROPOSAL OF ADJACENT 838,04 NOITS: SITE PLAN, % STANDARD PAVEMENT SECTION 'IT 2 837,76 841.95 1. ALL SIGNS INSTALLED ON THE PROPERTY WILL COMPLY 0 -1 iE ACCESS PROVIDED r Not to Scale REQUIREMENTS OF THE FREDERICK COUNTY 70NING ORDINANCE. SHARING U.S. ROU E 50 2, ALL LIGHTING IS TO BE CONTROLLED TO PREVENT OFF-•SITE CLARE, 20 70 0 170 40 I— 52—A-253 3, All REQUIRED EGRESS SHALL BE HANDICAP ACCESSIBLE TO MINIMUM 11.00, EXTERIOR LANDING, AND 50% OF THE ENTRANCES SHALL BE ACCESSIBLE, 'A q� 4" CONCRETE 4, NO STEEP SLOPE, WETLANDS, WOODLAND OR OTHER ENVIRONMENTAL FEATURES EXIST, STONE BASE 5. ALL, FIRE LANES TO BE MARKED AND POSTED PER FREDERICK COUNTY FIRE MARSHALL REQUIREMENTS. 6. ALL UTILITIES TO BE PLACED UNDERGROUND POLE MOUNTED HANDICAP PROPOSM SEMON 7. HANDICAPPED SPACES AND ACCESSIBLE ROUTES MAY NOT HAVE, CROSS SLOPES PARKING SIGNS INSTALLED PER —MMMK N,T.S, OF MORE THAN 1:50. THE ACCESSIBLE ROUTE SLOPE CANNOT EXCEED 1:20• r. VIRGINIA STATE CODE SECTION &HANDICAPPED ACCESS SHALL MEET ANSI 117.1 SEC11ON 4,11 36-99.11. (TWO REQUIRED) 9. SIGNS- SHALL BE LOCATED 3 FT FROM FACE OF CURB AND 10 FT. FROM = PROP, LINES, MAX, SIGN 1 ]EIGHT 35% MAX, SIGN AREA 150 &F, TRIP GENERATION 10. nREI-ANE MARKING SHALL BE PROVIDED AT ALL FIRE HYDRANT AND THE F,I).a IITE, 6THEDIITION ESTIMATES THE STRIPING CURB PAINTING AND StGNAW SHALL MEET 1I 1E REQUIREMENTS OF THIS SITE AT FULL DEVELOPMENT THE FIRE MARSHALL WOULD GENERATE 732 T.P.D. 11, BUILDINGS SHALL COMPLY WITH THE VIRGINIA UNIFORM STAIEWIDE BUILDING C 912 USE ODE- CODE AND SECTIONS 304, USE GROUP B(BU9NESS) OF THE INTERNATIONAL BUILDING CODE/2000. OTHER CODE 111AT APPLIES IS CABO A117.1092, ACCESSIBLE AND USABLE BUILDING FACILITIES, NOTE SPECIAL INSPECTION REQUIREMENTS OF CHAPTER 17 OF IBC SHALL APPLY TO THIS TYPE OF F-M LANES F1E0U1FV9wK34M STRUCTURE, (SOILS, CONCRETE, STEEL ETC,) STRUCTURAL PLANS SUBMITTED rta Fire Lane markings and signage is required aL all fire tqdrant,,,, fire department I FOR PERMIT APPLICATION SHALL BE SEALED BY A VIRGINIA LICENSED DESIGN connections, curbing not def�neated as parking,, and oil normal and emergency �1­ It- -4 4- .-A-, '"11 &1,, 7� ­ PERSON. -A -D �ASEMENT OUTLOT 1 52 1. 2 AC ...... LEGEND PROPOSED CURB & CUTTER . . PROPOSED CURB & REVERSE CUTTER PROPOSED STANDARD PAVED AREA (8- 21B/2- SM 12.5A) . . • • . . . . PROPOSED CONCRETE AREA . . • . • . . . • . . .. • . • . . . .. �,N I Inv, In PROPOSED GRAS AREA • .. . . . . . . . . • . . . . . . . . Top Etv, V) PROPOSED EASEMENT AREA . . . . . . . . . . . . • . 1 FIRE LANE . . . . . . . . . . . . . . . . . . . . . . . 83&83 UTILITY PEDESTALS . . . . • . . . . . . . . . . * . * , * - M EXISTING STORM DRAINAGE & STRUCTURE • • . . .. . • .. • . Ld Z W. PROPOSED STORM DRAINAGE & STRUCTURE . • • . . • . • • • • . . . V) t- r- ,C PROPOSED WATER MAIN . • . . . . . . • . • • . . . . V) (/) EXISTING WATER MAIN " - * , * * * . . . . . . U.j 0 L� z L-j 0 PROPOSED FIRE HYDRANT 837,51 ftf Cy PROPOSED GATE VALVE & BOX a 0 C EXISTING SAN, SEWER AND MANHOLE . . . . . . • . . .. .. 50' ----I WT PROPOSED UNDERGROUND TELEPHONE SERVICE . • . • .. • • .. aTELl PROPOSED GAS SERVICE . . . . . . . . . . . . . . • . . . . . .. W 838,23 842,65 DI-3C 5 6 838,04 838,72 841,85 DI--1 CPP 7 ADJACENT 837,76 841.95 DI-3C ACCESS PROVIDED .. . ....... 7 837,76 83732 NOTE ALL CPP IS TO BE GRUMPLER GLAIZE GEORGE W JR PROFIT SHARING U.S. ROU E 50 ORTHWESTERN PIKE 20 70 0 170 40 I— 52—A-253 R /W�ARIF_q 'A q� r. LEGEND PROPOSED CURB & CUTTER . . PROPOSED CURB & REVERSE CUTTER PROPOSED STANDARD PAVED AREA (8- 21B/2- SM 12.5A) . . • • . . . . PROPOSED CONCRETE AREA . . • . • . . . • . . .. • . • . . . .. �,N I Inv, In PROPOSED GRAS AREA • .. . . . . . . . . • . . . . . . . . Top Etv, V) PROPOSED EASEMENT AREA . . . . . . . . . . . . • . 1 FIRE LANE . . . . . . . . . . . . . . . . . . . . . . . 83&83 UTILITY PEDESTALS . . . . • . . . . . . . . . . * . * , * - M EXISTING STORM DRAINAGE & STRUCTURE • • . . .. . • .. • . Ld Z W. PROPOSED STORM DRAINAGE & STRUCTURE . • • . . • . • • • • . . . V) t- r- ,C PROPOSED WATER MAIN . • . . . . . . • . • • . . . . V) (/) EXISTING WATER MAIN " - * , * * * . . . . . . U.j 0 L� z L-j 0 PROPOSED FIRE HYDRANT 837,51 ftf Cy PROPOSED GATE VALVE & BOX a 0 C EXISTING SAN, SEWER AND MANHOLE . . . . . . • . . .. .. PROPOSED UNDERGROUND ELECTRIC SINCE . . . • • • • .. » ----I WT PROPOSED UNDERGROUND TELEPHONE SERVICE . • . • .. • • .. aTELl PROPOSED GAS SERVICE . . . . . . . . . . . . . . • . . . . . .. W PROPOSED SAN, SEWER AND MANHOLE - G' 7 lij Storm Inlet Summary �,N I Inv, In Inv, Out Top Etv, V) Throat 1 836.93 83&83 841,85 < 15 Ld Z W. 837,32 V) t- r- ,C w 0 LA W U- V) (/) 3 (1, U.j 0 L� z L-j 0 Ld 837,51 ftf Cy U_ a 0 C 4 0 0 0-1 842.25 cL 0 5 G' 7 lij Storm Inlet Summary S t r, No, Inv, In Inv, Out Top Etv, Type Throat 1 836.93 83&83 841,85 M1­1_1 15 2 837,32 837,22 841,95 DI-3C 6 3 837,61 837,51 842,15 DI--1 837,32 4 838,04 837,94 842.25 DI-1. 837.94 5 838,32 838,23 842,65 DI-3C 5 6 838,04 838,72 841,85 DI--1 CPP 7 ADJACENT 837,76 841.95 DI-3C ACCESS PROVIDED I-- 0 w r i 2 1 Inv, In tit 'p D(in,) J AND WALKING 1 836,83 836,7( 26 15 0,50 RA I„ TRAIL BY OTH E 2 837,22 Vr:.RIZON� ESM T t4' 15 0.50 (PROPOSED WITH SP#26-04) 3 837.51 837,32 i "W 15 0.50 CPP (n 837.94 83T61 65 15 0,50 CPP 5 838,23 838,04 550.48 15 0,50 CPP 6 ADJACENT PROPERTY SOUTH OF RTE 50 N ACCESS PROVIDED CPP 7 837,76 83732 NOTE ALL CPP IS TO BE GRUMPLER GLAIZE GEORGE W JR PROFIT SHARING U.S. ROU E 50 ORTHWESTERN PIKE 20 70 0 170 40 I— 52—A-253 R /W�ARIF_q CtAvert S(Ammar-y Culvert Inv, In Inv. Out I- (.r t) D(in,) S(%) Type 1 836,83 836,7( 26 15 0,50 CPP 2 837,22 836,93 59 15 0.50 CPP 3 837.51 837,32 37 15 0.50 CPP (n 837.94 83T61 65 15 0,50 CPP 5 838,23 838,04 39 15 0,50 CPP 6 838.72 838.32 81 15 O,50 CPP 7 837,76 83732 NOTE ALL CPP IS TO BE GRUMPLER =88 15 SMOOTFICORE OR EI)IJIVALTENT, Lli z 0 -1 > LU Ld < Ld lawi C) CD Ld ft 0 :Z1 L,J (L CI7 0 M U) C�D < F_ rr- LIJ (n z 0 V) C) < z 0 LLJ Ci 00 CD Ld ft 0 z -I." 0 Cl