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Home My WebLink About27-21 Site PlanMARTINSBURG PIKE - US RTE. 11MARKET STREETN75°0 5 ' 0 6 " E 1 2 3 . 8 7 ' R=100.00' Δ=020°50'56" L=36.39' CHB=N64°39'38"E CHD=36.19' N54°14'09"E 51.07' LOT 6-C RUTHERFORD FARM INSTR. NO. 080005730 PART OF LANDS N/F LEVINE INVESTMENTS LIMITED PARTNERSHIP INST. NO. 120011327 TAX MAP 43-A-100L ZONE: B2 USE: RESTAURANT S35°45'51"E 51.63' S61°25'33"W 148.16' W E SNAD83 NAD83LODLODLODLOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLO D LOD L O D L O D L O D LOD LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD PROP. SAWCUT PROP. SAWCUT PROP. SAWCUT PROP. SAWCUT LOW LOWLOW LOWLOWLOWPROP. SAWCUT 2'2' 5 26'20'R2' R 40'R2 0 ' R 10'R5' R3'R3' R 5'R2'R 5'R20'R20'R34'R22'R10'R46'R40' R T 1' R 29 ' R30'R1 4 ' R 38'R29'RTYP.T Y P . TYP.1'R1'R 5' R 3'R TYP. 33.6' 68.1' 12'20'9'10'10'20.1'18'20.1'20.1'22.3' 29.6' 18' 4' 9' 9'9'20.1'96.4'58.6'75.1'17.3'68.6'83.1'5'3'11.1'45'8'2.2'10' 18'2.5'5'5'20.1'9' 35'26'2.1'8'8'8'12'12'9'18'15'16'17.4'1'R 4' 9.5'9.5' 12'15' 9'9'9'25.17'54.00'3.0'10.17'18'R1'R 12' 2'15'R 9'2'9'2' 23.47'63.00'25.46' 46'R 5' 42.50' 1 5 ' R 20'R6.7'10.29'5' 12'15'22'10'20.1' 2 6 . 7 ' R50'R5'R 1'R16'R20'R5'R15'R3'R2'R1'R2'R 2'R12 6B 6B 12 12 1 1 2 1 1 1 1 24 21 4 4 15 5 11 6A 22 26 1420 16 17 7 5 32 5 5 11 3 20 13 5 11 12 13 13 13 7 15 15 15 1819 18 27 2828 28 28 28 28 29 30 28 5 31 5 31 15 33 34 14 12 5 37 37 37 12 1 1 19 6G 6G 6G 18 28 36 37 25 6C 18 13 18 38 25 10 6E 11 9 11 8 6E 23 6G 36 6 11 9 7 7 4 43.7'2.3' BULK REQUIREMENTS:REQUIRED PROPOSED MIN. BUILDING SETBACK FRONT SETBACK (SOUTH)50'68.3± SIDE SETBACK (WEST)35'68.1'± FLOOR AREA RATIO (FAR)1.0 .08 PARKING REQUIREMENTS 1.4 SPACES PER 100 SF OF SEATING AREA (2,500 SF / 100 SF) = 35 SPACES 35 48 ADA SPACES 2 2 12' X 45' LOADING SPACE 1 1 PARKING SETBACKS MARTINSBURG PIKE 15' (PROFFER)15' MARKET STREET 10'10.5' LANDSCAPED AREA 19.30%11,427 S.F. BUILDING HEIGHT 35' (MAX)19' ± (CANOPY 10'±) H:\19\V196517\DRAWINGS\PLAN SETS\SITE PLAN\V196517-SSP-0.DWG PRINTED BY: GHILLENGAS 11.17.21 @ 10:14 AM LAST SAVED BY: GHILLENGAS STORE SHEET : : : : :CHECKED BY JOB NO. DRAWN BY DATE STORE 80% SUBMITTAL FOR CONSTRUCTION PRELIMINARY SHEET TITLE BYDATEMARK BYDATEMARK REVISIONS: DATEMARK BY DWG EDITION 02.4 CAD ID : SERIES 08 - ALWAYS CALL 811 It's fast. It's free. It's the law.TMTHE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTENAUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©SITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTLANDSCAPE ARCHITECTURESUSTAINABLE DESIGNPERMITTING SERVICESTRANSPORTATION SERVICESBOHLER28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone:(540) 349-4500 Fax:(540) 349-0321 VA@BohlerEng.com 04/20/2020 2288 V196517 X JCW MEG - 1 4 06/25/21 GMJ BUILDING REVISION 5 10/01/21 SFS PARKING LOT REVISIONS 6 11/14/21 SFS COUNTY COMMENTS #2288 112 MARKET STREET WINCHESTER, VA 22603 Lic. No.046960 JOHN C. WRIGHT 11/14/21 SITE PLAN #27-21C-2.0 SSP SITE PLAN 1"=20' 0 2051020 CONCRETE CURB & GUTTER TYP. SIGN DEPRESSED CURB PROPOSED CONCRETE CURB & GUTTER TYP. SIGN LEGEND PROP CANOPY SITE PLAN NOTES: 1.CONTRACTOR TO PROVIDE MINIMUM PAVEMENT SECTION OR MATCH EXISTING SECTION, WHICHEVER IS GREATER, AS WELL AS, MATCH EXISTING CROSS-SLOPES IF ASPHALT PATCHING IS REQUIRED. SEE PAVEMENT DETAILS. 2.CONTRACTOR SHALL REFER TO ARCHITECT PLANS FOR BUILDING INFORMATION. 3.CONTRACTOR SHALL INSTALL NECESSARY TRAFFIC CONTROL, SAFETY BARRICADES, LIGHTING, AND OTHER REQUIRED CONTROL MEASURES TO SECURE THE WORK AREA FROM EXISTING TRAFFIC AND TO ASSURE PUBLIC SAFETY. 4.CONTRACTOR SHALL INSTALL EXPANSION JOINT BETWEEN ALL CONCRETE PAVEMENT INTERFACE WITH BUILDINGS, CURB & GUTTER, AND OTHER CONSTRAINED OBJECTS. PROP SAWCUT LIMITS OF DISTURBANCE SITE PLAN DESIGN NOTES & KEY PLAN 1 2 11 12 13 14 15 16 17 18 19 20 21 DEPRESSED CURB TRASH ENCLOSURE TO BE SCREENED WITH 6-FOOT (FT) TALL BOARD-ON-BOARD FENCE OR EQUIVALENT TYPICAL ASPHALT PAVEMENT SECTION TYPICAL SIDEWALK CONCRETE APRON AT TRASH ENCLOSURE DIRECTIONAL GRAPHIC C-4.0 1 DRIVE-THRU GRAPHIC C-4.0 2 3 RELOCATED SITE LIGHT 4 2A MULTI-LANE ARROW C-4.3 32 5 STANDARD PARKING STALL (TYP)C-4.0 5 6 DIRECTIONAL SIGNAGE C-4.0 6 ALL SIGNS MUST CONFORM TO MUTCD LATEST VERSION 6A HANDICAP PARKING SIGN (TYP)6B "MEAL DELIVERY ZONE" SIGN6C "RIGHT TURN ONLY" SIGN6D "PEDESTRIAN CROSSING" SIGN6E "DO NOT ENTER" SIGN6F 7 SIDEWALK ACCESSIBLE RAMP CURB AND GUTTER - CATCHING CURB AND GUTTER - SPILLING 8 EMPLOYEE RAMP (10% MAX SLOPE) 9 C-4.0 11 10 BOLLARD C-4.1 20 C-4.2 21 C-4.2 21A CONCRETE PAVEMENT SECTION AT DRIVE-THRU HANDRAIL 22 CROSSWALK DRIVE THRU ORDER POINT ISLAND CURB 23 24 25 C-4.2 26 C-4.3 33 C-4.3 34 SAWCUT TIER 3 FACE TO FACE ORDER CANOPY (SEE BUILDING PLAN FOR DETAIL) TIER 3 OUTSIDE MEAL DELIVERY CANOPY (SEE BUILDING PLAN FOR DETAIL) 26 RELOCATED FLAG POLE C-4.4 9 C-4.0 12 PROP. ±390 S.F. BUILDING ADDITION. (CONTRACTOR TO REFER TO BUILDING PLAN FOR EXACT LOCATION AND DIMENSIONS) CLEARANCE BAR C4.4 42 C-4.1 17 C-4.2 25 PAINTED HANDICAP PARKING SYMBOL C-4.0 4 C-4.0 7 27 12" X 45" LOADING SPACE 28 LANDSCAPED AREA ZONING INFORMATION AND NOTES: ZONE:B2 (GENERAL BUSINESS) USE:CHICK-FIL-A DRIVE THRU RESTAURANT DISTRICT: STONEWALL MAGISTERIAL DISTRICT LOD LOD "STOP" SIGN 29 STOP BAR GRAPHIC PROP. ±31 S.F. BUILDING ADDITION. (CONTRACTOR TO REFER TO BUILDING PLAN FOR EXACT LOCATION AND DIMENSIONS) C-4.1 19 30 YIELD BAR GRAPHIC 31 4" WIDE WHITE STRIPE 32 8' WIDE CROSSWALK TO MATCH EXISTING 33 3' MAX LANDSCAPE WALL PROP ASPHALT (FULL DEPTH SECTION) PROP ASPHALT MILL AND OVERLAY 34 2.5' WIDE CONCRETE FLUME 35 PROP +/- RETAINING WALL (FILL) ADJACENT TO CURB (TO MATCH EXISTING) 36 2' WIDE CONCRETE FLUME 37 PROP STRIPING NOT TO SCALE STANDARD WORDING WITH AN ARROW AT BOTTOM POINTING TO THE RIGHT. ONE SIGN MOUNTED PARALLEL TO THE LINE OF CURBING OR PAVEMENT EDGE AT END OF PAINTED AREA. SIGN TYPE "A"SIGN TYPE "C"SIGN TYPE "D" STANDARD WORDING WITH AN ARROW AT BOTTOM POINTING TO THE LEFT. ONE SIGN MOUNTED PARALLEL TO THE LINE OF CURBING OR PAVEMENT EDGE AT END OF PAINTED AREA. STANDARD WORDING WITH NO ARROW. TWO SIGNS, BACK TO BACK MOUNTED PERPENDICULAR TO THE LINE OF CURBING OR PAVEMENT EDGE. SIGNAGE SPECIFICATIONS 1. METAL CONSTRUCTION, 12"x18". 2. RED LETTERS ON REFLECTIVE WHITE BACKGROUND WITH 3/8" RED TRIM STRIP AROUND ENTIRE OUTER EDGE OF SIGN. 3. LETTERING ON SIGN TO BE: "NO PARKING OR STANDING FIRE LANE". 4. LETTERING SIZE TO BE AS FOLLOWS: A. NO PARKING AND STANDING -2". B. OR -1". C. FIRE LANE -2 1/2". D. ARROWS 1"x6" SOLID SHAFT WITH SOLID HEAD 1 1/2" WIDE AND 2" DEEP. 5. SIGNS ARE TO BE MOUNTED 6' FROM GROUND SURFACE TO THE BOTTOM OF THE SIGN UNLESS OTHERWISE DIRECTED BY THE FIRE OFFICIAL. 6. POSTS FOR SIGNS, WHEN REQUIRED, SHALL BE METAL AND SECURELY MOUNTED, UNLESS WRITTEN PERMISSION FOR ALTERNATIVES IS OBTAINED FROM THE FIRE OFFICIAL PRIOR TO INSTALLATION. SIGNS SHOULD BE SPACED AS REQUIRED BY REGULATIONS ABOVE AND AS SHOWN ON THE APPROVED SITE PLAN. 7. OTHER SPECIAL SIGNS MAY BE ALLOWED IF APPROVED IN ADVANCE BY THE FIRE OFFICIAL. OR STANDING FIRE LANE PARKING NO OR STANDING FIRE LANE PARKING NO OR STANDING FIRE LANE PARKING NO FIRE LANE SIGNAGE NOT USED NOT USED FIRE LANE SIGNAGE6G NOTE: SEE C3.0 FOR CATCHING/SPILLING CURB. NOT USED 38 2' CONCRETE MEDIAN APPROVED BY THE FREDERICK COUNTY ZONING ADMINISTRATOR SIGNATURE APPROVAL DATE NOTE: SITE PLAN VALID FOR FIVE (5) YEARS FROM APPROVAL DATE. THIS REVISION TO APPROVAL PLAN, #17-20, CHICK-FIL-A (RUTHERFORD CROSSING) - DRIVE THRU EXPANSION, PROPOSES TO ADD FIVE (5) ADDITIONAL SPACES TO THE SITE. NO ADDITIONAL IMPACTS TO BUILDING, UTILITIES, LIGHTING, LANDSCAPING, OR STORMWATER ARE PROPOSED WITH THIS REVISION.