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HomeMy WebLinkAbout87-05 Easterns Automotive - Auto Sales - Back Creek - Backfile=-CONNECT TO EX. 8" WATER 84 \Lc /-1-8"x45' EL. 1-8"x45' 1-8"x VANCO, LLC 75A-((6))-(B)-4-1 ZONE: 132 DB. 696, PG. 1197 (MINI STORAGE) 18' X 20' GARAGE UNIT RIM=746.83 ~- INV. OUT=741.93 R/p I , �s� , W/OVERHEAD DOOR 311.79' (SEE NOTE ON USE, THIS SHEET) J po �j N25'42'53"E -- 10 GPM OIL INTERCEPTOR 1,000 GAL SAND/SOLID INTERCEPTOR PROPOSED MPSTER W/ 6'-6" BO D ON BOARD ENCLOS E 1-FIRE HYDRANT ASS'Y. STIRFO FIRE LANE _ 4 5 10.00' � � a a 9.00 ' /8\ co N. .- .,_ 2 1P 8 9u" EL. Rp 4 . s jp' ii 2" WrR s C�� 4PVG T SDR21 M TAPER PA ..• _# i j e 1" � TOP Q . j 2'" WTR MET1=�1 ' Q J 3 INV. 7 1 CIA U S� PEE IR0 P Pp g3i �GRT� GR�� 2X 4 NI AR Nq ', FM SIUS r , R, CONNECT TO EX. FORCE MAIN, PROVIDE 2.5%2" REDUCER & GATE VALVE ASPHALT PARKING 1-8%8" TEE 1-8" GATE VALVE z a Cn W I � I o MCMICHAEL, SCOTT A. & A. MICHELLE 75-((A))-4 ZONE: B2 (CAPITAL MEATS) z Inst. # 13523 _7 #119D802 ASPHALT i PARKING M 0 U C o' �I 0 000 M 0 AS H. RO D N Z 0 INV,=732.98 ASPI D/W INV.=�26J19 INV. 725. 0 A PH. D W I V. =I722. 2 GRAPH/CSCALE 0 15 0 JO 60 __O� &h - JO ft. ADAMS, T. G. & ROSALIE 75-A-6 ZONE: 32 USE RESIDENTIAL DB. 748, PG. 1853 .. ,...,.,, (RAW VARIES) _ - ., M ., ,,,,,; ., a ASPH.EX CONC ISLAND ROAD 1_1­­,1`-,_.,,, / ..... 91.84' OF SEPARATION FROVIT)ED ., 249.09' SEPARATION PROVIDE P5 .�� <s (WAIVER APPROVED) __ ... o N VALLEY PIKE (POSTED 45 MPH) 4" DASHED WHITE LINE -,IS .., 580' SITE DISTANCE 580' SITE DISTANCE _._ _...... GRAV, SHLDR• "' (3.5' EYE TO 3.5'OBJECT) (3.5' EYE TO 3.5'OBJECT) m., I 4' SIDEWALKS TO PROVIDE ACCEESS TO HISTORICAL MARKER FROM PARKING LOT. ADJUST WALK LOCATION AS NECESSARY SHOULD SIGNS MOVE WITH ROAD WIDENING. 1 Storm Inlet Summary, and Sump Inlet Depth and Spread Calculation. Culvert Summary n(RCP)= n(CPP)= 0.013 0.012 STIR top to Cul out Culvert Inv. In Inv. Out L(ft) D(in.) S(%) Type Q(des)cfs q(10)cfs v(10)fpS From Cap.Chk Str. No. From DA Q(10)cis Inv. In Inv. Out Inv. In. Top Elv. Type LIHwld Sx(fUft) d(ft) h v Spread(ft) INV (ft.) 1A 716.55 716.42 25.0 42x27 0.52 RCEP 41.40 35.66 6.97 Str.1A o.k, 1A 1A 1.95 716.75 716.55 720.6 DI-7 - 0.25 - - 4.05 1 717.24 716.74 101.0 42x27 0.50 RCEP 40.39 33.71 6.80 Str. 1 o.k. 1 1 2.34 717.44 717.24 717.96 721.80 MH WI DI-7 TOP - 0.25 - - 4.56 2 719.20 717.44 132.0 30 1.33 RCP 51.41 27.29 10.48 Str.2 o.k. 2 2 1.92 719.40 719.20 - 724.30 DI-3C 8 0.0370 0.43 724.73 4.7 5.10 3 719.58 719.40 36.0 30 0.50 CPP 31.48 25.38 6.42 Str.3 o.k. 3 3 3.15 719.78 719.58 719.78 726.18 DI-1 - 0.0157 0.23 726.41 14.6 6.60 4 719.91 719.78 26.0 30 0.50 CPP 1 31.48 19.25 6.42 Sir.4 o.k. 4 4 1.51 1 720.11 719.91 1 - 725.50 DI-1 - 0.0100 0.14 725.64 1 14.0 5.59 5 721.61 720.11 100.0 21 1.50 CPP 21.06 17.75 8.76 Str.5 o.k. 5 5 2.82 721.81 721.61 - 727.67 DI-3B 12 0.0259 0.31 727.98 7.5 6.06 6 722.14 721.81 32.0 21 1.03 CPP 17.46 14.92 7.26 Str.6 o.k. 6 6 1.17 722.34 722.14 - 726.89 DI3B 8 0.0208 0.22 727.11 4.7 4.75 6A 723.24 722.34 115.0 21 0,78 RCP 15.21 13.75 6.33 Str. 6A o.k. 6A 6A 13.75 - 723.24 - 728.67 EX DI-3B - 0.0233 - - 1.5 5.43 7 723.64 719.78 193.0 15 2.00 CPP 9.91 2.97 8.08 Str.7 o.k. 7 7 1.92 723.84 723.64 - 731.10 DI-3C 12 0.0136 1 0.24 730.94 7.2 7.46 8 724.43 723.84 59.0 15 1.00 CPP 7.01 1.05 5.72 Str.8 o.k. 8 8 1.05 - 724.43 - 731.00 DI-1 - 0.0100 0.11 731.11 11.0 6.57 9 718.92 71T96 96.0 15 1.00 RCP 7.01 4.08 5.72 Str.9 o.k. 9 9 0.77 719.12 718.92 - 724.34 DI-3B 8 0.0208 0.17 724.51 2.3 5.42 10 725.13 719.12 123.5 15 4.87 RCP 15.47 3.32 12.61 Str.10 o.k. 10 10 0.75 725.33 725.13 - 730.32 DI-3B 8 0.0208 0.16 1 730.48 2.0 5.19 11 729.33 725.33 122.6 15 3.26 RCP 12.66 2.56 10.32 Str.11 o.k. 11 11 0.63 1 729.53 729.33 - 736.60 DI-3B 8 0.0208 1 0.15 1 736.75 1.7 7.27 12 735.95 1 729.53 23.0 15 27.91 1 CPP 37.04 F 1.93 1 30.20 Str.12 1 o.k. 12 - 1.93 1 736.87 735.95 - 742.00 MH-1 - - - - 6.05 EXISTING PAVEMENT SURFACE 2' I VAR/ES MS- M W/CG-,3 ES-1A 1 A Gay R z* sM12.5A LEGEND PROPOSED CURB & GUTTER PROPOSED CURB & REVERSE GUTTER PROPOSED STANDARD PAVED AREA (8" 2113/2' SM 12.5A) ............••• PROPOSED HEAVY DUTY PAVED AREA(8" 21B/3' BM-25.0/2' SM-12.5A) F77777, PROPOSED CONCRETE AREA • • • • • • • • • • ....................... ..... •? ' 'g'• PROPOSED GRASS AREA ........................................ PROPOSED EASEMENT AREA ........................................ - - ZONING BOUNDARY ............................................... ZB UTILITY PEDESTALS ............................................... m m EXISTING STORM DRAINAGE & STRUCTURE ........................... PROPOSED STORM DRAINAGE & STRUCTURE ........................... PROPOSED WATER MAIN ........................................... wo EXISTING WATER MAIN ............................................. -- 1 PROPOSED FIRE HYDRANT .......................................... PROPOSED GATE VALVE & BOX ...................................... -1 wo EXISTING SAN. SEWER AND MANHOLE .............................. PROPOSED SAN. SEWER AND MANHOLE .............................. PROPOSED UNDERGROUND ELECTRIC SERVICE ..................••••• -E- PROPOSED UNDERGROUND TELEPHONE SERVICE ..................••••• T PROPOSED GAS SERVICE ....................................... - G PROJECT SUMMARY TAX IDENTIFICATION NUMBER 75A-((6))-(B)-41 B p"I 3 �� EXISTING PARCEL AREA 2.0 ACRES o E ; a DEVELOPED PARCEL AREA 2.0 ACRES o m Z ZONING B2 �� z r0 ADDRESS CURRENT USE VALLEY PIKE VACANT a Y�p� PROPOSED USE AUTO SALES DISTURBED AREA 2.0 ACRES cam. SETBACKS REQUIRED PROVIDED FRONT (US Route 11) 50' 122' Q• FRONT (Va. Rte. 839) 35' SIDE 122'+ 85 o' .. 0 aD + N -t REAR 78'+ o- Q C- PARKING 5' 10' tt �+ BUILDING HEIGHT 35' (MAX.) 24'(+/-) co Q TOTAL GROUND FLOOR AREA 9,028 SQ.FT. •- TOTAL OUTSIDE DISPLAY AREA 14,040 SQ.FT. (78 SP.) v a (D NUMBER OF STORIES 1 C v FAR ALLOWED 1 N U) FAR PROVIDED 0.095 N o 0 MINIMUM LANDSCAPED AREA 0.30 AC. (15%) Q 0 o cat o .- LANDSCAPED AREA PROVIDED 0.60 AC. (33%) J � Q PARKING REQUIRED PROVIDED � J T STANDARD SPACES (1/400) 23 23 �+ N N = o o OUTSIDE DISPLAY SPACES (1/3000) 5 5 rN c AUTOMOBILE SERVICE (3/SERVICE BAY) 12 12 C) ' n ° TOTAL SPACES 40 43 U LL HANDICAP SPACES 5 5 TRIP GENERATION LOADING SPACES 0 0 ITE 7TH EDITION ESTIMATES PARKING LANDSCAPING O THIS SITE AT FULL DEVELOPMENT i WOULD GENERATE 277 T.P.D. PAVEMENT AREA 45,698 S.F. > USE CODE: 841 PAVEMENT TREES REQUIRED 23 01/2000 SQ. FT. PAVEMENT TREES PROVIDED 23 _ FIRE LANES REQUIREMENTS: INTERIOR TREES REQUIRED 13 (01/10 S. Fire lane r (okings and , siqge, ywii at oil f� y4ronts, fire deportment INTERIOR TREES PROVIDED 13 C con eotloc, , �..�rdlnq not delineated as Parking, and all normal and emergency TOTAL TREES REQUIRED 36 access p r, to the structure. The contracto hoI, xrdi„ate with the Fir Marshall ,,,msure these requirements are satlstled, TOTAL TREES PROVIDED 36 *, GARAGE UNITS RS 2 - 360 SQ. FT. GARAGE UNITS FOR PREPARATION OF VEHICLES AND Q. w WAIVER GRANTED ON 2115106 FOR NOT FOR SERVICING VEHICLES. COMMERCIAL ENTRANCE SPACING LESS THAN NOTES: 150' (165-29A(6)) ON U.S. ROUTE > 1. 1. ALL SIGNS INSTALLED ON THE PROPERTY WILL COMPLY WITH THE REQUIREMENTS OF THE FREDERICK COUNTY ZONING ORDINANCE. SEWAGE PUMP STATIONS SHALL BE ENV/RONMENT ONE GRINDER PUMP MODEL 210. CONTACT STEVE STATON AT COMMONWEALTH ENGINEERING AND SALES, INC. 804- 752-2959 FOR INFORMATION° 3" BM25.0 2" SM 12.5A - 8" VDOT 21 B 8" VDOT 21 B WELL COMPACTED SUBGRADE WELL COMPACTED S r � �- P TED UBGRADE HEAVY PAVEMENT SECTION Not to Scale U.S. ROUTE 11 SAWCUT EDGE EX, CROSS SLOPE OF PAVEMENT PROVIDE TACKCOAT n STANDARD PAVEMENT SECTION Not to Scale VARIES w o v-) U' N z 13.52' c~_n X o af LLJ 0- s2' 1 2' I SAWCUT EDGE MILL 6 x 1 1/2 JOINT PROVIDE TACKCOAT W / 1 1/2" SM 12.5A 4" BM 25.0 8" 21 B U. S. ROUTE 1 I MEDIAN EX/ST/ S 3� EX. EDGE 0� i PAVEMENT VDOT CG-7 1 1 /2" SM 1 .5A *CROSS SLOPE= 1/4'� 1 ' 4" BM 25.0 OR MATCH EXISTING 8" 21 B EXTEND 21 B WELI COMPACTED SUBGRADE 1 TT BEYOND BACK OF CURB U. S. ROUTE II WIDENING 2. ALL LIGHTING IS TO BE CONTROLLED TO PREVENT OFF -SITE GLARE. 3. ALL REQUIRED EGRESS SHALL BE ACCESSIBLE ACCORDING TO BOCA AND A117.1-92. 4. NO STEEP SLOPE, WETLANDS, WOODLAND OR OTHER ENVIRONMENTAL FEATURES EXIST. 5. ALL FIRE LANES TO BE MARKED AND POSTED PER FREDERICK COUNTY ARE MARSHALL REQUIREMENTS. 6. ALL UTILITIES TO BE PLACED UNDERGROUND 24" CMP 7. HANDICAPPED SPACES AND ACCESSIBLE ROUTES MAY NOT HAVE CROSS SLOPES21,010 Z OF MORE THAN 1:50. THE ACCESSIBLE ROUTE SLOPE CANNOT EXCEED 1:20. 24" CMP 8, HANDICAPPED ACCESS SHALL MEET ANSI 117.1 SECTION 4.1 W 9. SIGNS- SHALL BE LOCATED 3 FT. FROM FACE OF CURB AND 10 FT. FROM D PROP. LINES. MAX. SIGN HEIGHT= 35'. MAX. SIGN AREA= 150 S.F. > 10. NO OUTDOOR STORAGE PROPOSED, 11. FIRELANE (MARKING SHALL BE PROVIDED AT ALL FIRE HYDRANT AND THE F.D.C. O U THE STRIPING CURB PAINTING AND SIGNAGE SHALL MEET THE REQUIREMENTS OF THE FIRE MARSHALL. Uj Q 12. BUILDINGS SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE AND USE GROUP M (MERCANTILE) AND USE B (BUSINESS) OF THE Z7 INTERNATIONAL BUILDING CODE/2003. NOTE: (2003 VUSBC/IBC WAS ADOPTED NOV. 16, 2005 HOWEVER CAN UTILIZE 2000 EDITION UP TO ONE YEAR FROM 0 THE DATE.) OTHER CODE THAT APPLIES IS ICC/ANSI A 117.1-2003 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES. 13. THIS BUILDING SHALL BE PROTECTED BY A FIRE SUPPRESSION SYSTEM IN W ACCORDANCE TO SECTION 903.2.1.2 OF THE IBC UNLESS FIRE BARRIERS ARE INSTALLED TO CREATE LESS THAN 5,000 SQ. FT. PER FIRE AREA. (� 14,PLANS SUBMITTED FOR PERMIT APPLICATION SHALL BE SEALED BY A LICENSED 0VIRGINIA DESIGN PROFESSIONAL AND THIS TYPE OF STRUCTURE SHALL REQUIRE w SPECIAL INISPEC11ON UNDER CHAPTER 17 IBC. (SOILS, CONCRETE, BOLTS, ETC.) � 15. ALL REQUIRED EGRESS FROM THE STRUCTURE SHALL BE HC ACCESSIBLE TO :EMIN. EXTERIOR LANDING. 16. NOTE: GREASE/OIL SEPARATOR SHALL BE INSTALLED IN ACCORDANCE TO THE INTERNATIONAL PLUMBING CODE IF WAS BAY OR REPAIR AREA WITH FLOOR DRAINS IS INSTALLED, RIM=719.85 17. PROPOSED HOURS OF OPERATION ARE TO BE: INV. OUT=717 MON. - FRI. 8-6 SAT. & STUN. 10-4 3 0 Uj C-D V) >oa ROUTE 839 17' VARIES Z - S SAWCUT EDGE 2I PROVIDE TACKCOAT n/ MILL 6"xl 1/2" JOINTS 15 S (� _7 EX. P.4VEME * 1 ":11 i M EX. EDGE OF PAVEMENT VDOT CG-6 1 1/2" SM 1 .5A * CROSS SLOPE= 1/4 ' 1 ' 4" BM 25.0 OR MATCH fAV15 NG 8" 21 B EXTEND 219 WELL COMPACTED SUBGRADE 1 F! BEYOND BAC OF CURB ROUTE 839 WIDENING Z 4' 10' U.S. ROUTE 11 cz-SHOULDER Of MATCH EXISTING PAVEMENT CD W PROVIDE SAWCUT EDGE x MILL 6"x1 1/2" JOINT AND TACK COAT. PROPOSED GRADE EXISTING PA��M�N� ......::.:::: '»1, EX, GRADE 1 1/2" SM 12.5A 4" BM 25.0 8" 21 B 12 *CROSS SLOPE= 1/4 OR MATCH EXISTING U. S. ROUTE ff WIDENING 1( o U 0 U � U o U o w 3 0 cr D_ LLJ r- L o L0 O O rl*- Zo Q N O _ z < J (/) + i m II L_ o o (If W J o o o LL1 U N `, N=aef: w (r O > LLJ LL, J U W LiCDC)¢ C21Q - to Q 0 (n = (n (3j 1= �=),CD(n C 0 0 (n Z C) Y d m U o_ m 0 . !�1 C:)Q U U W � = 3 O Q z Z Ld Y 0 Z oCn�o Z � W Of Of w _ Jg 187 1RG���P Pp g3i � 00 R�� Goo CONNECT TO EX. FORCE MAIN, PROVIDE 2.5"x2" REDUCER & GATE VALVE ASPHALT PARKING 20. 1-8"x8" TEE 1-8" GATE VALVE x CONNECT TO EX. 8" WATER 6+ AL F1-8"x45' EL. c_ N I o McMICHAEL, SCOTT A. & A. MICHELLE 75-((A))-4 ZONE: 132 (CAPITAL MEATS) Z Inst. # 13523 #„ 802 ASPHALT �X PARKING 1 I, xx 0 0 N 1-8"x45' IEL: 1-8"x4 ' ELJ PU P ST ON- 85.78' 91 2" 45' EL4 6 I 4 J 9D VANCO, LLC 75A-((6))-(B)-41 ZONE: B2 DB. 696, PG. 1197 (MINI STORAGE) PROPOSED MPSTER W 6'-6" BO D ON BOAR[ ENCLOSURE / "PVC SDR21 RIM=746.83 INV. OUT=741.93 18' X 20' GARAGE UNIT W/OVERHEAD DOOR (SEE NOTE ON USE, THIS SHEET) ��\ kl 10 GPM OIL INTERCEPTOR 1,000 GAL SAND/SOLID INTERCEPTOR r 1-FIRE HYDRANT ASS'Y. STR FO FIRE LANE � cJ0.00' 8 • BOL ASPH. BOLROAD 'M "OLO V 2N p2" WTR S0 I ' rTAPER PAVEMENT OTO TOP OF CURBN2" WTR ME) � y M s_P a s� o ( � o A111, 1 ' 'Q W ow Z0 22.00 1 t ♦ �� , 5.00' LO 1 1 t ~s M ` ASP 5 10 LL t F- i� I D/w NDERGROUN ELEC/ TELE w I E E T T 20 84' M ,. 1 N2 I INV. =�2609 8 j I � 0 20.00' Ir 36.3 ' U I 18.00' D n x. 122.75' 7 15' MDENI 22.00' -i ( I IN`, 725. 0 20.00' TT y a N �c M 0 o M C A PH. �I t o I o w ti I 26.00' VDOTD G 12 W 15.0 ! O P STOPS �s. i2 STRIPE FOR FIRE NE �• N 'P ,5p 1 � � I M I o D22.00' W 7 0 14 In ASP?°o•�� 1-8"x90• EL. ? o- ♦� 1-FIRE HYDRANT ASS'Y. N N `� N 5 20' WATER o N ESMT �j 20.0 p 51.0 ' S• O , ROP. ELEC. ASPH. POLE LOCATI D/W I Lgo V1 N fA y `� RELOCATE WAIR I at N �- 0 sera' 7 0 22.�018.00' i VDOT CG-9B VDOT CG-91B ----- s s-- - --------- - - r :- .- -J k _ ... 20.00' X N o0 0 D SS' 0 N A l 10 6 6 6 o D Z 8.0' 8.0' 8.0' 8.0' 9.0' VDOT CG-1 0 N o HEADER N HEADER c,i CURB 8.00' 8.0(8.0' 5.0' o CURB N CONCRETE TAPER EP TO MATCH 2, WHEEL TOP OF CURB OVER 10' M NV. =722. 2 U I AS H. d ROAD v I c �9 NV 0 15 O 30 60 ( IN.f��T 0� ' ch = 30 ft. ADAMS, T. G. & ROSALIE 75-A-6 ZONE: B2 USE RESIDENTIAL DB. 748, PG. 1853 EX 30" CMP TO BE REMOVED 6' D AN REPLACED WITH 30" RCP 0 • 18" CMP ` C-6A - 4 n n - - c r RIM=728.67 --- © HISTORIC MARKERS TO BE _ /. -� C-2 "- 0D O INV. IN=725.07 LX. CITY OF WINCHESTER RELOCATED OUTSE SIDEWALK O w - _ W _ ___,___ _ _ _ w INV. OUT=724.92 - W W En EXISTING CULVERT TO BE 4" SOLID WHITE LINE STOP SIG &BAR WATER TRANSMISSION MAIN GRAV. SHLL 0 Z 10' WIDENING REMOVEG-AND REPAA -- - - 21" RCP RIM= 726.63 REMOVE EXISTING MEDIAN o ` , " ' DEBRI ) 301 FT. PROVIDE 310' MS-1 A W/CG- v 4" SOLID WHITE LINE ADJUST GATE VALVE BOX TO TAPER In MATCH PROP PAVEMENT GRADE 100' TURN LANE ROAD - EX. STOP SIGN & BAR U.S. ROUTE 11 CONC. ISLAND (TO BE REMOVED) ---- ' -- _ _ -- (R/W VARIES) 2 D `n-10 Co N ASPH ROAD EX. CONC. ISLAND 1. F 9 84' 0 SEPARATION PROVIDED 249.09' SEPARATION PROVIDE M (WAIVER APPROVED) N 0 --► VALLEY PIKE (POSTED 45 MPH) 4" DASHED WHITE LINE �� N 580' SITE DISTANCE ♦ 580' SITE DISTANCE GRAV. (3.5' EYE TO 3.5-OBJECT) (3.5' EYE TO 3.5'OBJECT) SHLDR. 5' -I a 5" CONCRETE a. 2" STONE BASE PROPOSED SMALK SECTION N.T.S. 4' SIDEWALKS TO PROVIDE ACCEESS TO HISTORICAL MARKER FROM PARKING LOT. ADJUST WALK LOCATION AS NECESSARY SHOULD SIGNS MOVE WITH ROAD WIDENING. 1 1 Storm Inlet Summary, and Sump Inlet Depth and Spread Calculation. Culvert Summary n(RCP)= n(CPP)= 0.013 0.012 STIR top to Cul out Culvert Inv. In Inv. Out L(ft) D(in.) S(%) Type Q(des)cfs q(10)cfs v0O)fps From Cap.Chk Str. No. From DA Q(10)cfs Inv. In Inv. Out Inv. In. Top Elv. Type UHw/d Sx(fuft) d(ft) hw e1v Spread(ft) INV (ft.) 1A 716.55 716.42 25.0 42x27 0.52 RCEP 41.40 35.66 6.97 Str. 1A o.k. 1A to 1.95 716.75 716.55 720.6 DI-7 - 0.25 - - 4.05 1 717.24 716.74 101.0 42x27 0.50 RCEP 40.39 33.71 6.80 Str. 1 o.k. 1 1 2.34 1 717.44 717.24 1 717.96 721.80 1 MH W/ DI-7 TOP - - 0.25 - - 4.56 2 719.20 71T44 132.0 30 1.33 RCP 51.41 27.29 10A8 Str. 2 o.k. 2 2 1.92 719.40 719.20 - 724.30 DI-3C 1 8 0.0370 0.43 724.73 4.7 5.10 3 719.58 719.40 36.0 30 0.50 CPP 31.48 25.38 6.42 Str. 3 o.k. 3 3 3.15 719.78 719.58 719.78 726.18 DI-1 - 0.0157 0.23 726.41 14.6 6.60 4 719.91 719.78 26.0 30 0.50 CPP 31.48 19.25 6.42 Str.4 o.k. 4 4 1.51 720.11 719.91 - 725.50 DI-1 0.0100 0.14 725.64 14.0 5.59 5 721.61 720.11 100.0 21 1 1.50 CPP 21.06 17.75 8.76 Str. 5 o.k. 5 5 2.82 721.81 721.61 727.67 DI-3B 12 0.0259 0.31 727.98 7.5 6.06 6 722.14 721.81 32.0 21 1.03 CPP 17.46 14.92 7.26 Str. 16 o.k. 6 6 1.17 722.34 722.14 - 726.89 DI-3B 8 0.0208 0.22 727.11 4.7 4.75 6A 723.24 722.34 115.0 21 0.78 RCP 15.21 13.75 6.33 Str. 6A o.k. 6A 6A 13.75 - 723.24 - 728.67 EX DI-3B - 0.0233 - 1.5 5.43 7 723.64 719.78 193.0 15 2.00 CPP 9.91 2.97 8.08 Str. 7 o.k. 71 7 1.92 1 723.84 723.64 - 731.10 DI-3C 12 0.0136 0.24 1 730.94 7.2 7.46 8 724.43 723.84 59.0 15 1.00 CPP 7.01 1.05 5.72 Str. 8 o.k. 8 8 1.05 724.43 - 731.00 DI-1 0.0100 0.11 731.11 11.0 6.57 9 718.92 717.96 96.0 15 1.00 RCP 7.01 4.08 5.72 Stir. 9 o.k. 9 9 0.77 719.12 718.92 - 724.34 DI-3B 8 0.0208 0.17 724.51 2.3 5.42 10 725.13 719.12 123.5 15 4.87 RCP 15.47 3.32 12.61 Str. 10 o.k. 10 10 0.75 725.33 725.13 - 730.32 DI-38 8 0.0208 0.16 730.48 2.0 5.19 11 729.33 725.33 122.6 15 1 3.26 RCP 12.66 2.56 10.32 Str. II o.k. 11 11 0.63 729.53 729.33 - 736.60 DI-36 1 8 0.0208 0.15 736.75 1.7 1 7.27 12 735.95 729.53 23.0 15 27.91 CPP 37.04 1.93 30.20 Str. 12 o.k. 12 -- 1 1.93 1 736.87 1 735.95 - 742.00 1 MH-1 I - -- - - 6.05 ES-1A hfCHV. Jt-tLUi�,: 2" SM 12.5A 3" BM25.0 - 8" VDOT 21 B WELL COMPACTED SUBGRADE LEGEND PROPOSED CURB & GUTTER PROPOSED CURB & REVERSE GUTTER PROPOSED STANDARD PAVED AREA (8' 21B/2` SM 12.5A) •••.......•.... PROPOSED HEAVY DUTY PAVED AREA(8" 21B/3' BM-25.0/2' SM-12.5A) PROPOSED CONCRETE AREA • '• PROPOSED GRASS AREA .......................................• PROPOSED EASEMENT AREA ........................................ - - ZONING BOUNDARY ............................................... Z,6 UTILITY PEDESTALS ............................................... m EXISTING STORM DRAINAGE & STRUCTURE ...... • • • • • • • • • • • • • • • • • • • • . PROPOSED STORM DRAINAGE & STRUCTURE ......••••••••••.•••••••••. PROPOSED WATER MAIN ........................................... W1 EXISTING WATER MAIN ............................................. PROPOSED ARE HYDRANT .......................................... PROPOSED GATE VALVE & BOX • . • • • • • • ...... • ................. • • • • • • ' W i - EXISTING SAN. SEWER AND MANHOLE •......•-•--•••••••••••••••••- PROPOSED SAN. SEWER AND MANHOLE • ........................ • • • • . -i*S.S. r0-AS S. }-- PROPOSED UNDERGROUND ELECTRIC SERVICE ..................•••••. E PROPOSED UNDERGROUND TELEPHONE SERVICE ........................ T PROPOSED GAS SERVICE ........................................... G TRIP GENERATION ITE, 7TH EDITION ESTIMATES THIS SITE AT FULL DEVELOPMENT WOULD GENERATE 277 T.P.D. USE CODE: 841 FIRE LANES REQUIREMENTS: ire Lone markings and signoge is required at ail lire hydrants, lire department connections, curbing not delineated as parking, and all normal and emergency ,ecess points to the structure. The controctor shall coordinate with the Tire se requirements WAIVER GRANTED ON 2115106 FOR COMMERCIAL ENTRANCE SPACING LESS THAN 150' (165-29A(6)) ON U.S. ROUTE 11. SEWAGE PUMP STATIONS SHALL BE ENVIRONMENT ONE GRINDER PUMP MODEL 210. CONTACT STEVE STATON AT COMMONWEALTH ENGINEERING AND SALES, INC. 804 - 752-2959 FOR INFORMATION INV.=715.96 INV.=715.96 2" SM 12.5A 8" VDOT 21B WELL COMPACTED SUBGRADE HEAVY PAVEMENT SECTION STANDARD PAVEMENT SECTION Not to Scale Not to Scale w o � cry VARIES U.S. ROUTE 11of 13.52' rn p 2' f/4R/ES SAWCUT EDGE 2' 2 PROVIDE TACKCOAT AI 4 TCH EX. CROSS SLOPE OF PAVEMENT VARIES MILL 6"x1 1/2" JOINT MS-1A SAWCUT EDGE W/o 3 PROVIDE TACKCOAT ":1� 5' S W / EXISTING PAVEMENT EXISTING p '41��,'y 1 SURFACE --- ;- EX. EDGE OF PAVEMENT 1 1/2" SM 12.5A VDOT CG 7 1 1 /2" SM 12.5A 4" BM 25.0 CROSS SLOPE= 1/4"1 ' 4" BM 25.0 8" 21 B OR MATCH EXISTINC 8" 21 B EXTEND 21 B WELL COMPACTED SUBGRADE 1 FT. BEYOND BACK OF CURB U. S. ROUTE f I MEDIAN U. S. ROUTE If WIDENING 24" CMP 24" CMP RIM=719.8 INV. OUT=71 PROJECT SUMMARY TAX IDENTIFICATION NUMBER 75A-((6))-(B)-41 B EXISTING PARCEL AREA 2.0 ACRES DEVELOPED PARCEL AREA 2.0 ACRES ZONING B2 ADDRESS VALLEY PIKE CURRENT USE VACANT PROPOSED USE AUTO SALES DISTURBED AREA 2.0 ACRES SETBACKS REQUIRED PROVIDED FRONT (US Route 11) 50' 122' FRONT (Va. Rte. 839) 35' 122'+ SIDE 85'+ REAR 78'+ PARKING 5' 10' BUILDING HEIGHT 35' (MAX.) 24'(+/-) TOTAL GROUND FLOOR AREA 9,028 SQ.FT. TOTAL OUTSIDE DISPLAY AREA 14,040 SQ.FT. (78 SP.) NUMBER OF STORIES 1 FAR ALLOWED 1 FAR PROVIDED 0.095 MINIMUM LANDSCAPED AREA 0.30 AC. (15%) LANDSCAPED AREA PROVIDED 0.60 AC. (33%) PARKING REQUIRED PROVIDED STANDARD SPACES (1/400) 23 23 OUTSIDE DISPLAY SPACES (1/3000) 5 5 AUTOMOBILE SERVICE (3/SERVICE BAY) 12 12 TOTAL SPACES 40 43 HANDICAP SPACES 5 5 LOADING SPACES 0 0 PARKING LANDSCAPING PAVEMENT AREA 45,698 S.F. PAVEMENT TREES REQUIRED 23 ® 1/2000 SQ. FT. PAVEMENT TREES PROVIDED 23 INTERIOR TREES REQUIRED 13 (01/10 SP.) INTERIOR TREES PROVIDED 13 TOTAL TREES REQUIRED 36 TOTAL TREES PROVIDED 36 GARAGE UNITS 2 - 360 SO. FT. GARAGE UNITS FOR PREPARATION OF VEHICLES AND NOT FOR SERVICING VEHICLES. NOTES: 1. ALL SIGNS INSTALLED ON THE PROPERTY WILL COMPLY WITH THE REQUIREMENTS OF THE FREDERICK COUNTY ZONING ORDINANCE. 2. ALL LIGHTING IS TO BE CONTROLLED TO PREVENT OFF -SITE GLARE. 3. ALL REQUIRED EGRESS SHALL BE ACCESSIBLE ACCORDING TO BOCA AND A117.1-92. 4.NO STEEP SLOPE, WETLANDS, WOODLAND OR OTHER ENVIRONMENTAL FEATURES EXIST. 5. ALL FIRE LANES TO BE MARKED AND POSTED PER FREDERICK COUNTY FIRE MARSHALL REQUIREMENTS. 6. ALL UTILITIES TO BE PLACED UNDERGROUND 7. HANDICAPPED SPACES AND ACCESSIBLE ROUTES MAY NOT HAVE CROSS SLOPES OF MORE THAN 1:50. THE ACCESSIBLE ROUTE SLOPE CANNOT EXCEED 1:20. 8. HANDICAPPED ACCESS SHALL MEET ANSI 117.1 SECTION 4.1 9. SIGNS- SHALL BE LOCATED 3 FT. FROM FACE OF CURB AND 10 FT. FROM PROP. LINES. MAX. SIGN HEIGHT= 35'. MAX. SIGN AREA= 150 S.F. 10.NO OUTDOOR STORAGE PROPOSED. 11. FIRELANE MARKING SHALL BE PROVIDED AT ALL FIRE HYDRANT AND THE F.D.C. THE STRIPING CURB PAINTING AND SIGNAGE SHALL MEET THE REQUIREMENTS OF THE FIRE MARSHALL. 12. BUILDINGS SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE AND USE GROUP M (MERCANTILE) AND USE B (BUSINESS) OF THE INTERNATIONAL BUILDING CODE/2003. NOTE: (2003 VUSBC/IBC WAS ADOPTED NOV. 16, 2005 HOWEVER CAN UTILIZE 2000 EDITION UP TO ONE YEAR FROM THE DATE.) OTHER CODE THAT APPLIES IS ICC/ANSI A 117.1-2003 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES. 13. THIS BUILDING SHALL BE PROTECTED BY A FIRE SUPPRESSION SYSTEM IN ACCORDANCE TO SECTION 903.2.1.2 OF THE IBC UNLESS FIRE BARRIERS ARE INSTALLED TO CREATE LESS THAN 5,000 SQ. FT. PER FIRE AREA. 14.PLANS SUBMITTED FOR PERMIT APPLICATION SHALL BE SEALED BY A LICENSED VIRGINIA DESIGN PROFESSIONAL AND THIS TYPE OF STRUCTURE SHALL REQUIRE SPECIAL INSPECTION UNDER CHAPTER 17 IBC. (SOILS, CONCRETE, BOLTS, ETC.) 15. ALL REQUIRED EGRESS FROM THE STRUCTURE SHALL BE HC ACCESSIBLE TO MIN. EXTERIOR LANDING. 16. NOTE: GREASE/OIL SEPARATOR SHALL BE INSTALLED IN ACCORDANCE TO THE INTERNATIONAL PLUMBING CODE IF WAS BAY OR REPAIR AREA WITH FLOOR DRAINS IS INSTALLED. 17,PROPOSED HOURS OF OPERATION ARE TO BE: MON. - FRI. 8-6 SAT. &SUN. 10-4 0 z ROUTE 839 VARIES X SAWCUT EDGE 2' 1 Li PROVIDE TACKCOAT 15' I MILL 6 x1 1/2" JOINT EX. EDGE OF PAVEMENT VDOT CG-6 1 1 /2" SM 12.5A CROSS SLOPE= 1/4"1 ' 4" BM 25.0 OR MATCH EXISTING 8" 21B EXTEND 21 B WELL COMPACTED SUBGRADE 1 FT. BEYOND BACK OF CURB ROUTE 839 WIDENING Z LLJ 4' 10' U.S. ROUTE 11 SHOULDER MATCH EXISTING PAVEMENT o W PROVIDE SAWCUT EDGE w MILL 6"x1 112" JOINT AND TACK COAT. Uj PROPOSED GRADE EXISTING PPN00 _ EX. GRADE 1 1/2" SM 12.5A 4" BM 25.0 12" *CROSS SLOPE= 1/4"1' 8 218 OR MATCH EXISTING U. S. ROUTE f f WIDENING 0� O mm z H > zo ¢r o W 1= C� cn U . a) N +' Q -C �< V Q � O C I N U V) vi -0 O O Q C 0 N o _J � Q CO Cfl otS � 0-) 0) U) N _;�_ ­�_ t+ J >' d O o p ISM 0 � � 'i 0 L � U) C ( O ++ Q) G. w f,1 H Z W a. J W 0 _U W_ z V) > 0 Z� �s w :2 O O U LIJ 0♦- o W U o > W L) G a U W � U o � P S w 0 0 N 00 - o r�7 o \ W H N \ \ 0 L0 O O cn Z O Q O z Li �� o Q CD � w = IcV) T� Mw I5. o Q o Z o Z W w U W N U o z CD o�- w o > W w I- Q Q O LW w = Q ¢ to to to ~ v) m ¢ 1- U cn CD Z � W O W z O o O 0 0 N o w Z U a_ cwn tz Q U � ) O ` ' z CD z o y O z 00 IL- 10z: (f)Q W � w I--_J w 0 0 = S,� PEE Pp g3i C� VANCO, LLC 75A-((6))-(B)-41 ZONE: 32 DB. 696, PG. 1197 (MINI STORAGE) RIM=746.83 INV. OUT=741.93 R/p\ Rqp CPP • BOL O BOL ASPH. BOLROAD TRL%BOL O X CONNECT TO EX. 8" WATER 18' X 20' GARAGE UNIT W/OVERHEAD DOOR 311 79' 6� (SEE NOTE ON USE, THIS SHEET) _ _ AL 1-8%45• EL. OD q) ajySQ � N25.42'53"E INV. 735.8 w INV.=732.98 ??� 10 GPM OIL INTERCEPTOR o L 1,000 GAL SAND/SOLID V) Lq INTERCEPTOR o 60 PROPOSED MPSTER W/ �2 rn 6'-6" BO D ON BOARD in CONNECT TO EX. FORCE MAIN, 9 v ENCLOS E 8 PROVIDE 2.5"x2" REDUCER & GATE VALVE ASPHALT PARKING 1-8%8" TEE 1-8" GATE VALVE McMICHAEL, SCOTT A. & A. MICHELLE 75-((A))-4 ZONE: B2 (CAPITAL MEATS) Inst. # 13523 1-8"x45 z 0 CT CA GRAPH/CSC,4 E O 15 O 30 60 r% ___0�v ch - 30 ft. - r I WIML w 011 , ! !!PA21 rs cNi = + F-WA r,�� PUMP STfON-' =1111 L0WA !! ! _ • ����.��'� __ Irk �. � . ! ! �. - It if I� w •ASP DIW �W. . ��, W re U, r� ® VDOT CG-9B 1► VDOT CC-9B � --4J INV. 26 19 01 o P 36.3 ' ADAMS, T. G& ROSALIE - �_�� n_� - x 18.oa' c� - I �' 75-A-6 - �' C 122.75' - �L_ = R• 7 15 WIDEN 8, B2 2o.Do' ° 22.00' -i I INV. 725. 0 USE RESIDENTIAL N o0 0 w �z DB. 748, PG. 1853 N I � I 10 Q D J T o C A PH. D jo• D W 21 b, 8.0' 8.0' 8.0' 8.0' 9.0 N, ti I T' ° I VDOT CG-1 0 N HEADER VDOTD G-12 26.0 o HEADER CURB 8.00' 8.OtB.O' 5.0' o CURB I Z N CONCRETE HEEL TAPER EP TO MATCH 15.0 O 4` ?A STOPS -TOP OF CURB OVER 1D' �` STRIPE FOR FARE NE-\ D.• A -I I 'Q q � Q � M W PARKING 7 No 1 422.00'�S `_, b 04 / o P a %� M( N V. =I722. 2 1-8"x90• EL. / ? . /o - --- -- R -- -- - - - - - ?R --- 000 •00- ASF H. a 1-FIRE HYDRANT ASS'Y. N N '♦� > 5 ROAD 20' WATER o N r ,0 ESMT, __4t mot. / S ROP. ELEC. 20.0 P 51.0 ' s;P �POLE LOCATI T c` ASPH. p > �� RELOCATE 9 NV. 722,04 6' DIA MH-1 W T-DI-7 TO[ D/W o s.00' 14 N " ELEC. P E T 10' DRAINAGE � O o 20' DRAI AGE 4 C�4 AN REPLACED WITH 30" RCP ESMT ESMT 3 ( 9.OD' 1 S/W ESMT vy ra _ 161 BE REMO T D Q CG- 1 :� - S29'43'OS. W.. o en n 0'~ 18 CMP -•-,.- C • n C- A RIM=728.67 ., _ # HISTORIC MARKERS TO BE Ea ' IN 1 i C-2 NV. iN=725.07 EX, CITY OF WINCHESTER RELOCATED OUTSi E SIDEWALK N W W s 4V Tr% OUT 724.92 - W - WAFER TRANSMISSION MAIN GRAY. SHLDR 10' WIDENING GRAV. SHLDR. EXISTING CULVERT TO BE 4" SOLID WHITE LINE STOP SIG &BAR z _REMOVED AND REPLACED NTH DRAIN GRATE 21" RCP RIM=726.63 REMOVE EXISTING MEDIAN Q o PROVIDE 310' MS-1A W/CG- 4" SOLID WHITE LINE ADJUST GATE VALVE BOX TO CEULL OF DEB RI ) 301 FT. TAPER D II MATCH PROP PAVEMENT GRADE 100' TURN LANE STOP SIGN &BAR ROAD - 0 EX. CONC. ISLAND (TO BE'REMOVEfa) , U.S. ROUTE 11 _ v' 0 ASPH. EX. CONC. ISLAND (R/W VARIES) ROAD 91.84' OF SEPARATION PROVIDED 249.09' SEPARATION PROVIDE 'O (WAIVER APPROVED) .._.. ._ .-... ..._ N- _♦ o -► CV VALLEY PIKE (POSTED 45 MPH) 4" DASHED WHITE LINE .._.. `�, N 1 580' SITE DISTANCE 580' SITE DISTANCE GRAV. SHLDR l _ _ _ (3.5' EYE TO 3.5'OBJECT) (3.5' EYE TO 3.5'OBJECT) E ASPHALT 51 A. 4 5' CONCRETE r- •Y •Y- •Y_ •Y_ •x.. •7 •Y_ •.2' STONE BASE 4 4' SIDEWALKS TO PROVIDE ACCEESS TO HISTORICAL MARKER FROM PARKING LOT. ADJUST WALK LOCATION AS NECESSARY SHOULD SIGNS MOVE WITH ROAD WIDENING. Storm Inlet Summary, and Sump Inlet Depth and Spread Calculation. Culvert Summary n(RCP)= n(CPP)= 0.013 0.012 Cap.Chk o.k. STIR top to Cul out Culvert Inv. In Inv. Out L(ft) D(in.) S(%) Type Q(des)cfs q(10)cfs v0O)fps From Str. No. From DA Q(10)cfs Inv. In Inv. Out Inv. In. Top Ehr. Type LIHwId Sx(fUft) d(ft) hw el Spread(ft) INV (ft.) 1A 716.55 716.42 25.0 42x27 0.52 RCEP 41.40 35.66 1 6.97 Str.1A 1A 1A 1.95 716.75 716.55 720.6 DI-7 - - 0.25 - - 4.05 1 717.24 716.74 101.0 42x27 0.50 RCEP 40.39 33.71 6.80 Str. 1 o.k. 1 1 2.34 717.44 717.24 717.96 721.80 MH W1 DI-7 TOP - - 0.25 - - 4.56 2 719.20 717.44 132.0 30 1.33 RCP 51.41 27.29 10.48 Str.2 o.k. 2 2 1.92 719.40 719.20 - 724.30 DI-3C 8 0,D370 0.43 724.73 4.7 5.10 3 719.58 719.40 36.0 30 0.50 CPP 31.48 25.38 6.42 Str.3 o.k. 3 3 3.15 719.78 719.58 719.78 726.18 DI-1 - 0.0157 0.23 726.41 14.6 6.60 4 719.91 719.78 26.0 30 0.50 CPP 31.48 19.25 6.42 Str.4 o.k. 4 4 1.51 1 720.11 719.91 - 725.50 DI-1 - 0.0100 0.14 725.64 14.0 5.59 51 721.61 720.11 100.0 21 1.50 CPP 21.06 17.75 8.76 Str.5 o.k. 51 5 2.82 1 721.81 721.61 - 727.67 DI-3B 12 0.0259 0.31 1 727.98 7.5 6.06 6 722.14 721.81 32.0 21 1.03 CPP 17.46 14.92 7.26 Str.6 o.k. 6 6 1.17 722.34 722.14 - 726.89 DI-3B 8 0.0208 0.22 727.11 4.7 4.75 6A 723.24 722.34 115.0 21 0.78 RCP 15.21 13.75 6.33 Str. 6A o.k. o.k. 6A 6A 13.75 - 723.24 - 728.67 EX DI-3B - 0.0233 - - 1.5 5.43 7 723.64 719.78 193.0 15 2.00 CPP 9.91 2.97 8.08 Str.7 7 7 1.92 723.84 723.64 - 731.10 DI-3C 12 0.0136 0.24 730.94 7.2 7.46 8 724.43 723.84 59.0 15 1.00 CPP 7.01 1.05 5.72 Str.8 o.k. 8 8 1.05 - 724.43 - 731.DO DI-1 - 0.0100 0.11 1 731.11 11.0 6.57 9 718.92 717.96 96.0 15 1.00 RCP 7.01 4.08 5.72 Str.9 o.k. 9 9 0.77 719.12 718.92 - 724.34 DI-3B 8 0.0208 0.17 1 724.51 2.3 5.42 10 725.13 719.12 123.5 15 4.87 RCP 15.47 3.32 12.61 Str., 10 o.k. o.k. o.k. 10 10 0.75 725.33 725.13 - 730.32 DI38 8 0.0208 0.16 730.48 2.0 5.19 11 729.33 725.33 122.6 15 3.26 RCP 12.66 2.56 10.32 Str.11 11 11 0.63 729.53 729.33 - 736.60 DI-3B 8 0.0208 0.15 736.75 1.7 7.27 12 735.95 729.53 23.0 15 27.91 CPP 37.04 1.93 30.20 Str.12 12 - 1.93 736.87 735.95 - 742.DO MHA - - - - - 6.05 24 I 3 2 q 2' EXISTING PAVEMENT SURFACE LEGEND PROPOSED CURB & GUTTER .................................... PROPOSED CURB & REVERSE GUTTER ............................. PROPOSED STANDARD PAVED AREA (8' 218/2' SM 12.5A) ............... PROPOSED HEAVY DUTY PAVED AREA(8' 21B/3' BM-25.0/2' SM-12.54) PROPOSED CONCRETE AREA ...................................•.... • ;• PROPOSED GRASS AREA ........................................ PROPOSED EASEMENT AREA ........................................ - - ZONING BOUNDARY ............................................... ZB UTILITY PEDESTALS ............................................... CD EXISTING STORM DRAINAGE & STRUCTURE ........................... PROPOSED STORM DRAINAGE & STRUCTURE ........................... PROPOSED WATER MAIN ........................................... Wi EXISTING WATER MAIN ............................................. �.-- PROPOSED FIRE HYDRANT ..................... •.................... PROPOSED GATE VALVE & BOX ..................................... 111114--1 WH- EXISTING SAN, SEWER AND MANHOLE .............................. --- ------0-1 .5`.S. PROPOSED SAN. SEWER AND MANHOLE .............................. --- PROPOSED UNDERGROUND ELECTRIC SERVICE ..................••••• E PROPOSED UNDERGROUND TELEPHONE SERVICE ..................•••••• T PROPOSED GAS SERVICE .......................................... G PROJECT SUMMARY TAX IDENTIFICATION NUMBER EXISTING PARCEL AREA DEVELOPED PARCEL AREA ZONING ADDRESS CURRENT USE PROPOSED USE DISTURBED AREA SETBACKS REQUIRED 75A-((6))-(B)-41 B 2,0 ACRES 2.0 ACRES B2 VALLEY PIKE VACANT AUTO SALES 2.0 ACRES PROVIDED �' r o CC per" S p� x �d 3 o o m 2 Q z h ti0 v FRONT (US Route 11) 50' 122' Q FRONT (Va. Rte. 839) 35' 122'+ SIDE 85'+ tq REAR 78'++ O PARKING 5' 10' BUILDING HEIGHT 35' (MAX.) 24'(+/-) Q TOTAL GROUND FLOOR AREA 9,028 SQ.FT. •- O 71- TOTAL OUTSIDE DISPLAY AREA 14,040 SQ.FT. (78 SP.) v Q 0 NUMBER OF STORIES 1 O v I FAR ALLOWED 1 N cn FAR PROVIDED 0.095 o o MINIMUM LANDSCAPED AREA 0.30 AC. (15%) Q C3 o N o LANDSCAPED AREA PROVIDED 0.60 AC. (33%) J Q > (D CD PARKING REQUIRED PROVIDED 06 cn (D a� J STANDARD SPACES (1/400) 23 23 �' O •� OUTSIDE DISPLAY SPACES (1/3000) 5 5 N rN c o o AUTOMOBILE SERVICE (3/SERVICE BAY) 12 12 O In ° r-- TOTAL SPACES 40 43 cl- _ v F- LL TRIP GENERATION HANDICAP SPACES 5 5 LOADING SPACES 0 0 N ITE, 7TH EDITION ESTIMATES PARKING LANDSCAPING .L O � THIS SITE AT FULL DEVELOPMENT L. WOULD GENERATE 277 T.P.D. PAVEMENT AREA 45,698 S.F. > USE CODE: 841 PAVEMENT TREES REQUIRED 23 ®1/2000 SQ. FT. PAVEMENT TREES PROVIDED 23 _ U) FIRE LANES REQUIREMENTS: INTERIOR TREES REQUIRED 13 (01/10 SP.) = Fire Lane markings and signage -, required at all fire hydrants, fire depar'trr nt INTERIOR TREES PROVIDED 13 O connections, curbing not delineated as par irlg, and all normal and em ency TOTAL TREES REQUIRED 36 access points to the structure. The contractor shall coordinate with the Fire t7arshgll insure these requirements ore satisfied. TOTAL TREES PROVIDED 36 �+ - GARAGE UNITS M 2 - 360 SQ. FT. GARAGE UNITS FOR PREPARATION OF VEHICLES AND CL W WAIVER CR.ANTED ON 2115106 FOR NOT FOR SERVICING VEHICLES. COMMERCIAL ENTRANCE SPACING LESS THAN NOTES: 150' (165-29A(6)) ON U.S. ROUTE 11. 1. ALL SIGNS INSTALLED ON THE PROPERTY WILL COMPLY WITH THE REQUIREMENTS OF THE FREDERICK COUNTY ZONING ORDINANCE. SEWAGE PUMP STATIONS SHALL BE ENV/h'ONMf_NT ONE GRINDER PUMP MDDEL 210. CONTACT STEVE STATON AT COMMONWEALTH ENGINEERING AND SALES, INC. 804 - 752 -2959 FOR INFORMATION. 2. ALL LIGHTING IS TO BE CONTROLLED TO PREVENT OFF -SITE GLARE. 3. ALL REQUIRED EGRESS SHALL BE ACCESSIBLE ACCORDING TO BOCA AND A117.1-92. 4.NO STEEP SLOPE, WETLANDS, WOODLAND OR OTHER ENVIRONMENTAL FEATURES EXIST. 5.ALL FIRE LANES TO BE MARKED AND POSTED PER FREDERICK COUNTY ARE MARSHALL REQUIREMENTS. 6. ALL UTILITIES TO BE PLACED UNDERGROUND INV.=715.96 A°Q, 24" (;MP 7.HANDICAPPED SPACES AND ACCESSIBLE ROUTES MAY NOT HAVE CROSS SLOPES Z k ,,,,� ��„ , OF MORE THAN 1:50. THE ACCESSIBLE ROUTE SLOPE CANNOT EXCEED 1:20. INV.=715.96 24" CMP 8. HANDICAPPED ACCESS SHALL MEET ANSI 117.1 SECTION 4.1 UJI D 9.SIGNS- SHALL BE LOCATED 3 FT. FROM FACE OF CURB AND 10 FT. FROM PROP. LINES. MAX. SIGN HEIGHT= 35'. MAX. SIGN AREA= 150 S.F. � 10. NO OUTDOOR STORAGE PROPOSED. 11. FIRELANE MARKING SHALL BE PROVIDED AT ALL FIRE HYDRANT AND THE F.D.C. O -D THE STRIPING CURB PAINTING AND SIGNAGE SHALL MEET THE REQUIREMENTS OF j THE FIRE MARSHALL. 0 O 12. BUILDINGS SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE AND USE GROUP M (MERCANTILE) AND USE B (BUSINESS) OF THE INTERNATIONAL BUILDING CODE/2003. NOTE: (2003 VUSBC/IBC WAS ADOPTED NOV. 16, 2005 HOWEVER CAN UTILIZE 2000 EDITION UP TO ONE YEAR FROM FT] THE DATE.) OTHER CODE THAT APPLIES IS ICC/ANSI A 117.1-2003 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES. 13, THIS BUILDING SHALL BE PROTECTED BY AFIRE SUPPRESSION SYSTEM IN W ES-1A ACCORDANCE TO SECTION 903.2.1.2 OF THE IBC UNLESS FIRE BARRIERS ARE C�J INSTALLED TO CREATE LESS THAN 5,000 SQ. FT. PER ARE AREA. 14.PLANS SUBMITTED FOR PERMIT APPLICATION SHALL BE SEALED BY A LICENSED VIRGINIA DESIGN PROFESSIONAL AND THIS TYPE OF STRUCTURE SHALL REQUIRE J 0 � SPECIAL INSPECTION UNDER CHAPTER 17 IBC. (SOILS, CONCRETE, BOLTS, ETC.) 1P 1 A 15. ALL REQUIRED EGRESS FROM THE STRUCTURE SHALL BE HC ACCESSIBLE TO �� J/ --d = MIN. EXTERIOR LANDING. = 16. NOTE: GREASE/OIL SEPARATOR SHALL BE INSTALLED IN ACCORDANCE TO THE INTERNATIONAL PLUMBING CODE IF WAS BAY OR REPAIR AREA WITH FLOOR DRAINS IS INSTALLED. RIM=719.85 17. PROPOSED HOURS OF OPERATION ARE TO BE: INV. OUT=71 7 MON. - FRI. 8-6 SAT. & SUN. 10-4 3 o Ld a S :- V) (ram z_ ROUTE 839 "' V"RIS W �-- �` SM12.5A _ SAWCUT EDGE PROVIDE TACKCOAT 2' I I O . 2" SM 12.5A 3" BM25.0 MILL 6"x1 1/2' JOINT - 8" VDOT 21 B 8" VDOT 21 B 15' ,,A� �"' a S p 0 Lij O EXS/ N �, 1 ":1 � i Q Ile COMPACTED SUBGRADE WELL COMPACTED SUBGRADE �--P,q� VE- _ � U EX. EDGE OF ........:..... PAVEMENT /i; / �\\....::' ¢ V W VDOT CG-6 1 1/2" SM 12.5A Q X \\\\\\\\\ \\\\\\\\\\\\\ '005S ROPE=1/4"1' 4"BM25.0 \ \ \ OR MATCH EXISTING 8" 21 B EXTEND 219 WELL COMPACTED SUBGRADE OF CURB OND BOCK o w HEAVY PAVEMENT SECTION STANDARD PAVEMENT SECTION Not to Scale Not to Scale ROUTE 839 W/DEN/NG CD Lj ZZ w O Q O Z N CD N z w ` N Z 0 Q O U.S. ROUTE 11 y�lEs 13.52' o 4' 10' Q U.S. ROUTE 11 � J N Ir IL w 2 o SHOULDER ¢ LLJ_ �j = w m II O SAWCUT EDGE 2 � o o PROVIDE TACKCOAT '¢_ a TCH EX, CROSS SLOPE OF PAIfEMENT VARIES MATCH EXISTING PAVEMENT o 0 3 o r W N MILL 6 xt 112" JOINT w PROVIDE SAWCUT EDGE w MILL 6"x1 1�2" JOINT N w Z > w W Ld w SAWCUT EDGE �' AND TACK COAT. o C o O Q O _ PROVIDE TACKCOAT - __ S W 11 � Q Z ~ cn o cn cn 1 1 /2" SM 12.5A 4" BM 25.0 8" 21B U. S. ROUTE II MEDIAN EX/ST/NG 5 �/ ¢ - PAV ••� Q L.L. EME � c�> �, .............:....... PROPOSED GRADE EXISj1NGcn ; >- cn EX. EDGE OF w ::< PAVEMENT Z C o Z NO VDOT CG-7 1 ' Q � m 0 7F14- 1 1 /2' SM 1 .5A EX. 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