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HomeMy WebLinkAbout38-18 Site Plan© R U T H E R F O R D C R O S S I N G M O E 'S P R E P A R E D F O R W E L C O M E T O M O E 'S C O V E R S H E E T C000 FINAL SITE PLAN SP #38-18 MOE'S - RUTHERFORD CROSSING STONEWALL MAGISTERIAL DISTRICT TAX PARCEL 43-A-100N NORTHERN CORNER OF US-11 AND MERCHANT STREET INTERSECTION WINCHESTER, FREDERICK COUNTY, VA 03/19/2019 OWNER / APPLICANT / ENGINEER OF RECORD PROJECT DESCRIPTION NARRATIVE VICINITY MAP SCALE: 1" = 2000'SHEET INDEX LEGEND 1. RECORDED OWNER:RUTHERFORD FARM, LLC C/O NV RETAIL 8230 LEESBURG PIKE, SUITE 620 VIENNA, VA 22182 703-448-4311 2. APPLICANT:MOE'S SOUTHWEST GRILL C/O DARRYL NAGAO WELCOME TO MOES, INC. 561-504-5266 3. PLAN PREPARER:KIMLEY-HORN AND ASSOCIATES, INC. 11400 COMMERCE PARK DRIVE, SUITE 400 RESTON, VA 20191 703-674-1300 CONTACT: CHRIS HOWELL, P.E. MINOR CONTOUR MAJOR CONTOUR FACE OF CURB GAS LINE TELEPHONE LINE SANITARY SEWER EXISTING CONDITIONS PROPOSED CONDITIONS WATER LINE ELECTRIC LINE THE PROPOSED PROJECT IS FOR A +/-3,033 SF RESTAURANT WITH 314 SF OUTDOOR SEATING AREA. THE SITE IS CURRENTLY VACANT AND IS ZONED B-2, GENERAL BUSINESS DISTRICT, PER THE FREDERICK COUNTY, VA ZONING MAP. THE PROPOSED IMPROVEMENTS WILL CONSIST OF PAVING, UTILITIES, AND LANDSCAPING. NO VARIANCES OR EXCEPTIONS TO THE ZONING, DEVELOPMENT CODE, OR CURRENT PROFFERS ARE ANTICIPATED. PLEASE REFERENCE THE RECENTLY APPROVED PLANS FOR THE SITE (#03-16), APPROVED RUTHERFORD CROSSING SITE PLAN (#55-07 AND ORIGINAL SITE PLAN #13-07), APPROVED MASTER SITE PLAN #14-06, AND REZONING (#17-06) FOR FULL PROFFERS. UTILITY CONTACTS 1. SANITARY SEWER/FREDERICK WATER WATER:P.O. BOX 1877 WINCHESTER, VA 22604 540-868-1061 2. POWER:RAPPAHANNOCK ELECTRIC COOPERATIVE 137 KELLEY COURT FRONT ROYAL, VA 22630 540-622-5124 3. TELEPHONE:VERIZON 404 HILLSDALE LANE WINCHESTER, VA 22602 540-665-3156 4. GAS:WASHINGTON GAS P.O. BOX 2400 WINCHESTER, VA 22604 540-869-1111 RESPONSIBLE LAND DISTURBER CERTIFICATE RLD #: _______________________________________ NAME: _______________________________________ TELEPHONE NUMBER: _________________________ NORTH APPROVAL BLOCK LAND DEVELOPMENT ___________________________________ ZONING ADMINISTRATOR ___________________ DATE APPROVED BY THE FREDERICK COUNTY ZONING ADMINISTRATOR SITE PLAN VALID FOR FIVE (5) YEARS FROM APPROVAL DATE FREDERICK WATER PROJECT INFORMATION WATER AND SANITARY SEWER USAGE WATER FIXTURE DEMAND: 570 GPD SEWER FIXTURE DEMAND: 1,395 GPD WATER DEMAND: 1,965 GPD SANITARY SEWER DISCHARGE: 1,965 GPD SITE SITE PLAN STATISTICS APPLICATION NUMBER 38-18 S © R U T H E R F O R D C R O S S I N G M O E 'S P R E P A R E D F O R W E L C O M E T O M O E 'S P R O F F E R S C001 © R U T H E R F O R D C R O S S I N G M O E 'S P R E P A R E D F O R W E L C O M E T O M O E 'S E X I S T I N G C O N D I T I O N S & D E M O L I T I O N P L A N C100 N O R T H DEMOLITION NOTES 1. THE CONTRACTOR IS TO COORDINATE THE REMOVAL / ABANDONMENT OF ALL UTILITIES WITH THE RESPECTIVE UTILITY COMPANIES. 2. ALL DEBRIS FROM THE DEMOLISHED STRUCTURES THAT IS NOT REUSED AS FILL IS TO BE DISPOSED OF ACCORDING TO ALL APPLICABLE STANDARDS. DEMOLISHED MATERIALS REUSED AS FILL MATERIAL SHALL BE IN PER THE DIRECTION OF THE SOILS ENGINEER. 3. CONTRACTOR TO HIRE CONSULTANT TO INSPECT ALL EXISTING UTILITIES THAT ARE TO REMAIN. FINDINGS ARE TO BE SUBMITTED TO THE DESIGN ENGINEER PRIOR TO CONSTRUCTION OR ORDERING SO THAT A DETERMINATION CAN BE MADE AS TO THE CONDITION OF THE EXISTING LINES. ANY UTILITIES THAT ARE IN MARGINAL CONDITION WILL NEED TO BE REPLACED. 4. ALL TEST PITS LOCATING THE EXISTING UTILITIES ARE TO BE COMPLETED PRIOR TO CONSTRUCTION OR ORDERING. 5. CONTRACTOR TO HAVE ALL UTILITIES FIELD MARKED AND THEN LOCATED BY THE SURVEYOR. ALL LOCATIONS ARE TO BE REPORTED TO THE DESIGN ENGINEER PRIOR TO CONSTRUCTION OR ORDERING. 6. ALL DEMOLITION IS TO BE PERFORMED IN STRICT CONFORMANCE WITH ALL APPLICABLE COUNTY & STATE AND/OR OTHER GOVERNING BODIES STANDARDS. 7. DURING DEMOLITION, ANY HAZARDOUS MATERIAL, SUCH AS ASBESTOS, SHALL BE REMOVED AND REMEDIATED IN ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF ENVIRONMENTAL QUALITY (VDEQ) STANDARDS AND ALL OTHER APPLICABLE STANDARDS. 8. THE REMOVAL AND/OR ABANDONMENT OF ANY SUBSURFACE STRUCTURES, INCLUDING STORAGE TANKS, MANHOLES AND PIPES, SHALL BE DONE IN ACCORDANCE WITH ALL APPLICABLE STANDARDS. 9. CONTRACTOR TO LOCATE GAS LINE PRIOR TO WORKING IN THIS AREA AND SHALL NOTIFY KIMLEY-HORN AND WASHINGTON GAS CO TO COORDINATE REMOVAL. 10. WATER AND SEWER DEMOLITION, PATCHING, ADJUSTMENTS ETC. SHALL BE PER FREDERICK WATER (FW) INSPECTOR'S REQUIREMENTS. EXISTING FW MATERIALS REMOVED SHALL BE FURNISHED TO FW INSPECTOR AS REQUIRED AND NOT REUSED. 11. ALL EXISTING WATER, SEWER, AND STORM EASEMENTS RECORDED IN INSTRUMENT 080005730. LEGEND © R U T H E R F O R D C R O S S I N G M O E 'S P R E P A R E D F O R W E L C O M E T O M O E 'S E R O S I O N & S E D I M E N T C O N T R O L P L A N - P H A S E 1 C150 N O R T H LEGEND PROPERTY LINE SWPPP INFORMATION SIGN SILT FENCE WITH WIRE BACK INLET PROTECTION CONSTRUCTION ENTRANCE WITH WASH RACK 1. INSTALL PERIMETER EROSION CONTROLS. 2. CONSTRUCT TEMPORARY CONSTRUCTION ENTRANCE. 3. CLEAR AND GRUB SITE, INCLUDING DEMOLITION OF EXISTING PAVEMENT. 4. ROUGH GRADE SITE AND PREPARE BUILDING FOUNDATION. SEQUENCE OF CONSTRUCTION - PHASE 1 EXISTING CONTOUR SOIL TYPE BOUNDARY LIMIT 1. 5B: CARBO SILT LOAM (2 TO 7 PERCENT SLOPES) 2. 6C: CARBO-OAKLET SILT LOAMS, VERY ROCKY (2 TO 15 PERCENT SLOPES) 3. 7C: CARBO-OAKLET-ROCK OUTCROP COMPLEX (2 TO 15 PERCENT SLOPES) ON-SITE SOILS PROPOSED LIMITS OF DISTURBANCE (TOTAL AREA: ± 0.64 ACRES) © R U T H E R F O R D C R O S S I N G M O E 'S P R E P A R E D F O R W E L C O M E T O M O E 'S E R O S I O N & S E D I M E N T C O N T R O L P L A N - P H A S E 2 C151 N O R T H LEGEND PROPERTY LINE SWPPP INFORMATION SIGN SILT FENCE WITH WIRE BACK INLET PROTECTION PROPOSED LIMITS OF DISTURBANCE (TOTAL AREA: ± 0.64 ACRES) CONSTRUCTION ENTRANCE WITH WASH RACK 1. INSTALL UNDERGROUND UTILITIES, DRAINAGE PIPES & STRUCTURES, AND INLETS. 2. ROUGH GRADE AND STABILIZE PARKING AREA SUBGRADE. 3. BEGIN VERTICAL BUILDING CONSTRUCTION. 4. PLACE STONE BASE COURSE IN PARKING LOT AND POUR CURB & GUTTER. 5. CONSTRUCT ASPHALT. 6. INSTALL LANDSCAPING. 7. REMOVE ALL TEMPORARY EROSION CONTROL MEASURES, ONCE SITE STABILIZES. SEQUENCE OF CONSTRUCTION - PHASE 2 PERMANENT SEEDING MULCH EXISTING CONTOUR PROPOSED CONTOUR 1. 5B: CARBO SILT LOAM (2 TO 7 PERCENT SLOPES) 2. 6C: CARBO-OAKLET SILT LOAMS, VERY ROCKY (2 TO 15 PERCENT SLOPES) 3. 7C: CARBO-OAKLET-ROCK OUTCROP COMPLEX (2 TO 15 PERCENT SLOPES) ON-SITE SOILS SOIL TYPE BOUNDARY LIMIT © R U T H E R F O R D C R O S S I N G M O E 'S P R E P A R E D F O R W E L C O M E T O M O E 'S E R O S I O N & S E D I M E N T C O N T R O L N O T E S & D E T A I L S 1 C152 · · · · · · · · BMP MAINTENANCE EROSION NOTES R U T H E R F O R D C R O S S I N G M O E 'S P R E P A R E D F O R W E L C O M E T O M O E 'S E R O S I O N & S E D I M E N T C O N T R O L N O T E S & D E T A I L S 2 C153 © 1 TEMPORARY AND PERMANENT SEEDING 5 WIRE SUPPORT SILT FENCE4STONE CONSTRUCTION ENTRANCE 2 GRAVEL CURB INLET SEDIMENT FILTER 3 BLOCK & GRAVEL DROP INLET SEDIMENT FILTER © R U T H E R F O R D C R O S S I N G M O E 'S P R E P A R E D F O R W E L C O M E T O M O E 'S S I T E P L A N C201 N O R T H SITE PLAN STATISTICS EXISTING USE:UNDEVELOPED LOT PROPOSED USE:RESTAURANT SITE AREA:0.90 ACRES LIMITS OF DISTURBANCE:±0.64 ACRES SITE/LEASE AREA :±0.90 ACRES BUILDING AREA:3,033 SF IMPERVIOUS AREA:0.79 ACRES (88%) PERVIOUS AREA:0.11 ACRES (12%) INTERIOR LANDSCAPING AREA:742 SF (5% OF 10,800 SF PARKING AREA) PARKING REQUIRED:1.4 SPACE/100 SF SEATING FLOOR AREA = 19 SPACES PARKING PROVIDED:29 SPACES (INCLUDING 2 HANDICAP SPACES) LOADING SPACES REQUIRED:1 LOADING SPACE FOR FIRST 10,000 SF OF FLOOR AREA PLUS 1 LOADING SPACE FOR EACH ADDITIONAL 30,000 SF = 1 LOADING SPACES LOADING SPACES PROVIDED:1 ZONING:B-2 (GENERAL BUSINESS DISTRICT) BUILDING HEIGHT MAXIMUM:35' BUILDING HEIGHT PROPOSED:28.5' LIMITS OF DISTURBANCE (0.64 AC) PROPOSED VDOT STD. CG-2 CURB PROPOSED PARKING SPACES PROPOSED ADA PARKING SPACE SITE NOTES 1. ALL CONSTRUCTION SHALL CONFORM WITH APPLICABLE STATE AND LOCAL CONSTRUCTION STANDARDS AS IDENTIFIED IN THESE PLANS. THE CONTRACTOR SHALL MAINTAIN A CURRENT RELEASE OF THE STATE AND LOCAL LAND DEVELOPMENT STANDARDS MANUAL ON THE PROJECT SITE FOR REFERENCE DURING CONSTRUCTION OF THE PROJECT. 2. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. ALL CURB RADII GIVEN TO THE FACE OF CURB. ALL CURB RADII TO BE 5' UNLESS OTHERWISE NOTED. 3. ALL PAINT STRIPING, PAVEMENT MARKINGS, AND SIGNAGE SHALL CONFORM TO THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" OR AS OTHERWISE SPECIFIED. ALL REFERENCED SIGN STANDARDS ARE TAKEN FROM THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES". ALL NEW SIGNS SHALL BE MOUNTED ON GALVANIZED POSTS AND IN ACCORDANCE WITH STATE AND LOCAL REGULATIONS. 4. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES DURING CONSTRUCTION. AT LEAST 48 HOURS PRIOR TO ANY DEMOLITION, GRADING, OR CONSTRUCTION ACTIVITY THE CONTRACTOR SHALL NOTIFY "VIRGINIA ONE CALL" @ 1-800-552-7001 FOR PROPER IDENTIFICATION OF EXISTING UTILITIES WITHIN THE PROJECT SITE. 5. THE CONTRACTOR SHALL VERIFY DIMENSIONS AT JOBSITE. 6. CONTRACTOR SHALL INSTALL ACCESSIBLE RAMPS PER VDOT AND ADA STANDARDS AT ALL DRIVE AND BUILDING LOCATIONS AS REQUIRED. 7. CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION CONTROL DEVICES SHOWN ON THE APPROVED PLANS FOR THE DURATION OF CONSTRUCTION OR UNTIL FINAL INSPECTION. 8. CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF EXISTING STORMWATER STRUCTURES. CONTRACTOR SHALL NOTIFY ENGINEER IF EXISTING CONDITIONS DO NOT MATCH INFORMATION ON PLANS. 9. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. WHEN FIELD CONDITIONS WARRANT OFF-SITE GRADING, PERMISSION MUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNERS. 10. ALL WORK IN THE RIGHT-OF-WAY REQUIRES A RIGHT-OF-WAY PERMIT FROM FREDERICK COUNTY. CONTRACTOR SHALL SECURE ALL REQUIRED CONSTRUCTION PERMITS. 11. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, (UNLESS OTHERWISE NOTED ON PLANS) INCLUDING BUT NOT LIMITED TO, ALL UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES REQUIREMENTS AND PROJECT SITE WORK SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BID. 12. EXISTING STRUCTURES WITHIN CONSTRUCTION LIMITS ARE TO BE ABANDONED, REMOVED OR RELOCATED AS NECESSARY. ALL COST SHALL BE INCLUDED IN BASE BID. 13. ALL UTILITIES SHALL BE INSTALLED UNDERGROUND. 14. NO MONUMENT SIGN IS PROPOSED FOR THIS FACILITY. 15. SIGNAGE, INCLUDING ANY BUILDING MOUNTED SIGNAGE, SHALL CONFORM TO THE FREDERICK COUNTY ZONING ORDINANCE §165-201.06.PREVIEW/MENU BOARD IS AT A SIZE CONSISTENT WITH FREDERICK COUNTY'S PREVIOUSLY APPROVED PLANS FOR COMPARABLE FAST-FOOD RESTAURANTS WITH DRIVE-THRU. LEGEND PROPOSED VDOT STD. CG-6R CURB (SPILL) (REF. SHEET C300) PROPOSED VDOT STD. CG-6 CURB (CATCH) PAVEMENT LEGEND PROPOSED STANDARD DUTY ASPHALT (SEE SHEET C250 FOR PAVEMENT SECTIONS) PROPOSED STANDARD DUTY CONCRETE FOR SIDEWALKS PROPOSED HEAVY DUTY CONCRETE (SEE SHEET C250 FOR PAVEMENT SECTIONS) SITE/LEASE AREA (0.90 AC) PROPOSED WHEEL STOP (REF. SHEET C252) NOTE: BUILDING MOUNTED SIGNAGE MUST BE SUBMITTED FOR REVIEW WITH BUILDING PERMIT. PROPOSED LIGHT POLE PROPERTY LINE © R U T H E R F O R D C R O S S I N G M O E 'S P R E P A R E D F O R W E L C O M E T O M O E 'S L I F E S A F E T Y P L A N C202 N O R T H PROPERTY LINE PROPOSED VDOT STD. CG-2 CURB PROPOSED PARKING SPACES PROPOSED ADA PARKING SPACE LEGEND PROPOSED VDOT STD. CG-6 CURB (SPILL) PROPOSED VDOT STD. CG-6 CURB (CATCH) PROPOSED FIRE LANE CURB STRIPING © R U T H E R F O R D C R O S S I N G M O E 'S P R E P A R E D F O R W E L C O M E T O M O E 'S S I T E P L A N D E T A I L S 1 C250 9 STANDARD DUTY ASPHALT 10 HEAVY DUTY ASPHALT 7 HEAVY DUTY CONCRETE 6 ACCESSIBLE PARKING SPACES ADA RAMP AND SIDEWALK NOTES 1.PROVIDE MATERIALS AND CONSTRUCTION MEETING THE REQUIREMENTS OF PUBLICATION 408, SECTIONS 350, 409, 630, 676, 694, AND 695. 2.PROVIDE EXPANSION JOINT MATERIAL 12" THICK WHERE CURB RAMP ADJOINS ANY RIGID PAVEMENT, SIDEWALK, OR STRUCTURE WITH THE TOP OF JOINT FILLER FLUSH WITH ADJACENT CONCRETE SURFACE. 3.CONSTRUCT CURB RAMPS WITH A MINIMUM 4'-0" X 4'-0" CLEAR SPACE BEYOND THE CURB FACE, WITHIN THE WIDTH OF THE CROSSWALK AND WHOLLY OUTSIDE THE PARALLEL VEHICLE TRAVEL LANE. SEE SHEET 7 FOR CROSSWALK DETAILS. 4.SEAL JOINTS WITH AN APPROVED SEALING MATERIAL. 5.PROVIDE SLIP RESISTANT TEXTURE ON CURB RAMP BY COARSE BROOMING TRANSVERSE TO THE SLOPE OF THE RAMP. EXTEND TEXTURE THE FULL WIDTH AND LENGTH OF THE CURB RAMP INCLUDING SIDE FLARES. 6.MODIFY CONSTRUCTION DETAILS TO ADAPT DIMENSIONS TO EXISTING CURB HEIGHTS WHERE THE CURB IS LESS THAN THE STANDARD 8" HEIGHT. 7.CURB RAMP AND SIDE FLARE LENGTHS ARE VARIABLE AND BASED ON CURB HEIGHT AND THE SIDEWALK SLOPE. 8.TO AVOID CHASING GRADE INDEFINITELY WHEN TRAVERSING THE HEIGHT OF CURB, RAMP LENGTH NOT TO EXCEED 15'-0". ADJUST RAMP SLOPE AS NEEDED TO PROVIDE ACCESS TO THE MAXIMUM EXTENT FEASIBLE. 9.NON-WALK AREA IS AN OBSTRUCTED OR GRASS/NON-PAVED AREA ADJACENT TO THE PEDESTRIAN ACCESS ROUTE THAT IS NOT USED BY THE PEDESTRIAN FOR ACCESS. 10. THE DETAILS DEPICT PEDESTRIAN PUSHBUTTON POLES TO ILLUSTRATE THE RECOMMENDED PLACEMENT OF PEDESTRIAN PUSHBUTTONS. FOR ALTERATION PROJECTS, PROVIDE ACCESS TO EXISTING PEDESTRIAN PUSHBUTTONS TO THE MAXIMUM EXTENT FEASIBLE. INSTALL PEDESTRIAN PUSHBUTTON STUB POLES, WHERE APPLICABLE, SO AS NOT TO CREATE PEDESTRIAN OBSTRUCTIONS. 11. SEE TC-8803 FOR ADDITIONAL PEDESTRIAN PUSHBUTTON DETAILS NOT SHOWN. 12. ALIGN DETECTABLE WARNING SURFACE TRUNCATED DOMES ON A SQUARE GRID IN THE PREDOMINANT DIRECTION OF THE RAMP AND PERPENDICULAR TO CURB. SEE SHEET 9 FOR INSTALLATION ALONG CURVED SURFACES. 13. PROVIDE DETECTABLE WARNING SURFACES (DWS) 24" MINIMUM (IN THE DIRECTION OF PEDESTRIAN TRAVEL) ACROSS FULL WIDTH OF RAMP AT THE GRADE BREAK NEAR STREET EDGE. PROVIDE DWS THAT CONTRAST VISUALLY WITH ADJACENT WALKWAY SURFACES, EITHER LIGHT-ON-DARK OR DARK-ON-LIGHT FOR THE FULL WIDTH OF RAMP. 14. FOR NEW CONSTRUCTION, DO NOT EXCEED 2.00% CROSS SLOPE ON THE CURB RAMP OR PEDESTRIAN ACCESS ROUTE. 15. FOR NEW CONSTRUCTION AND ALTERATIONS, CONSTRUCT CURB RAMP AND FLARE SLOPES WITH THE FLATTEST SLOPE POSSIBLE. THE SLOPES INDICATED IN THE DETAILS SHOW THE MAX SLOPE ALLOWABLE. SLOPES THAT EXCEED THOSE INDICATED IN THE DETAILS, OR CONTRACT DOCUMENTS AS APPLICABLE, WILL NOT BE ACCEPTED AND WILL BE RECONSTRUCTED. 16. CONSTRUCT SIDEWALKS AT A LONGITUDINAL SLOPE NOT TO EXCEED 5.00% FOR ROADWAY PROFILE SLOPES THAT EXCEED THOSE INDICATED IN THE DETAILS, OR CONTRACTDOCUMENTS AS APPLICABLE, WILL NOT BE ACCEPTED AND WILL BE RECONSTRUCTED. 17. THE CHANGE IN GRADE AT THE BOTTOM OF THE CURB RAMP AND ADJOINING ROAD SURFACE IS NOT TO EXCEED AN ALGEBRAIC DIFFERENCE OF 13.33%. THE COUNTER SLOPE OF THE GUTTER OR ROAD AT THE FOOT OF A CURB RAMP, TURNING SPACE, OR BLENDED TRANSITION IS NOT TO EXCEED 5.00% SEE SHEET 8 FOR DETAILS. 18. THE CONSTRUCTION STANDARDS DEPICTED ARE MOST APPROPRIATE FOR NEW CONSTRUCTION. ALL CONSTRUCTION MUST MEET THE STANDARDS CONTAINED HEREIN UNLESS OTHERWISE NOTED OR DIRECTED. 19. ALL SLOPES ARE MEASURED WITH RESPECT TO A LEVEL PLANE. THEREFORE, THE LENGTH OF RAMP IS NOT SOLELY DEPENDANT ON THE HEIGHT OF CURB. (FOR EXAMPLE, A 6" CURB DOES NOT NECESSARILY MEAN A RAMP LENGTH OF 6'-0" FOR A 12:1 SLOPE.) 20. SIDEWALK WIDTH MAY BE REDUCED TO 4'-0", WHEN PASSING AREAS 5"-0 X 5'-0" ARE PROVIDED EVERY 200'. 21. THE TRAVEL LAND IS DE3FINED BY THE OUTSIDE EDGE OF THE WHITE PAVEMENT MARKING LINE. IF A WHITE PAVEMENT MARKING LINE DOES NOT EXIST, THE TRAVEL LANE IS DEFINEDBY THE CONTRACT DOCUMENTS. 22. CONSTRUCT DEPRESSED CURB FOR CURB RAMPS FLUSH TO ADJACENT ROADWAY. GRADE EDGE OF ROAD ELEVATIONS AT THE FLOW LINE TO ENSURE POSITIVE DRAINAGE AND PREVENT PONDING. FOR LEVEL TURNING SPACES BEHIND DEPRESSED CURB, ADJUST SLOPES TO PROVIDE POSITIVE DRAINAGE. AT THE JOINT BETWEEN DEPRESSED CURB AND ROADWAYS, REMOVE EXCESS JOINT SEALER AND COVER THE SEALED AREA WITH A LIGHT APPLICATION OF DRY SAND. 23. CHEEK WALLS ARE PERMITTED WHEN ADJACENT TO NON-WALK AREAS OR ELEVATION DIFFERENCES CANNOT BE ACCOMMODATED BY FLARES OR GRADING. GRADE GRASS AREAS OR OTHER NON-WALK AREAS AT 3:1 OR FLATTER. DO NOT INSTALL CHEEK WALKS THAT INTERSECT THE PEDESTRIAN PATH. 24. CONSTRUCT TOP OF PLAIN CEMENT CONCRETE DEPRESSED CURB TO BE FLUSH WITH ADJACENT SURFACES (RAMPS SIDEWALKS, FLARES). 25. FOR CURB RAMPS THAT LEAD TO A SINGLE CROSSWALK, THE RAMP (EXCLUDING FLARES) TO BE FULLY INSIDE OF MARKED CROSSWALK LINES. SEE SHEET 7 FOR DETAILS. 26. A 4'-0" MAXIMUM DIGITAL DISPLAY LEVEL WILL BE USED TO VERIFY THE SLOPES OF CURB RAMPS AND SIDEWALKS. 27. INSTALL DUMMY JOINTS WHERE RAMPS, TURNING SPACES, FLARES, AND SIDEWALKS ABUT. 28. CONSTRUCT DEPRESSED CURB SLOPE TO MATCH ROADWAY PROFILE AND HAVE A FLUSH CONNECTION. TRANSITION ON CURB RAMP CROSS SLOPE TO MATCH ROADWAY PROFILE AS GRADUALLY AS POSSIBLE. DO NOT EXCEED 3.00% PER 1'-0" CROSS SLOPE RATE OF CHANGE WHEN TRANSITIONING TO ROADWAY PROFILE. 29. DO NOT SCORE OR MAKE GROOVES ON SLOPED SURFACES. LINES SHOWN ON DETAILS ARE FOR ILLUSTRATION ONLY. SEE NOTE 5. 3 ACCESSIBLE PARKING SIGN 2 RESERVED PARKING SIGN 8 CONCRETE SIDEWALK 1 STOP SIGN DETAIL STOP BAR 18" (24" @ ENTRANCES)TYP.4'-0"BACK OF CURB TRAFFIC PAINTWHITE REFLECTIVE TWO COATS 5 STOP BAR DETAIL4PEDESTRIAN CROSSING SIGN 11 LIGHT POLE BASE NOTE: PROVIDE SHOP DRAWINGS FOR APPROVAL PRIOR TO FABRICATION. INSTALLATION FRAME GRATE CONCRETE ANCHOR CONCRETE SIDEWALK SEALED EXPANSION JOINT INSTALLATION FRAME ADA COMPLIANT GRATE 3.0' 2.0' 3 .0 ' 5.0' 12 CONCRETE CURB FLUME COVER 13 SPILL GUTTER CG-6R NON-SHRINK GROUT BETWEEN BASE AND STANDARD 5/8" CHAMFER FINISHED GRADE 8 #6 W/ #3 TIES @ 12" BY G.C. CONCRETE BASE (4000 PSI) BY G.C. 6 ' M I N I M U M 3 ' 2' DIA. REFER TO ELECTRICAL PLANS FOR ADDITIONAL INFORMATION 3- #3 TIES @ 2" AT TOP BY G.C. R U T H E R F O R D C R O S S I N G M O E 'S P R E P A R E D F O R W E L C O M E T O M O E 'S S I T E P L A N D E T A I L S 2 C251 © R U T H E R F O R D C R O S S I N G M O E 'S P R E P A R E D F O R W E L C O M E T O M O E 'S S I T E P L A N D E T A I L S 3 C252 © 14 EXTERIOR BOLLARD DETAIL 15 DUMPSTER PLAN DETAIL 16a DUMPSTER SIDE ELEVATION 16b DUMPSTER FRONT ELEVATION 16c DUMPSTER REAR ELEVATION NOTE: SEE ARCHITECTURAL PLANS FOR DUMPSTER DETAILS AND ELEVATIONS. DETAILS PROVIDED HEREIN ARE FOR ILLUSTRATIVE PURPOSES ONLY. 17 WHEEL STOP DETAIL © R U T H E R F O R D C R O S S I N G M O E 'S P R E P A R E D F O R W E L C O M E T O M O E 'S G R A D I N G P L A N C300 N O R T H RIDGE LINE PROPOSED SPOT ELEVATION (FLOWLINE UNLESS OTHERWISE INDICATED) PROPOSED SLOPE GRADING NOTES 1. CONTRACTOR IS RESPONSIBLE FOR DEMOLITION OF EXISTING STRUCTURES INCLUDING REMOVAL OF ANY EXISTING UTILITIES SERVING THE STRUCTURE. UTILITIES ARE TO BE REMOVED TO THE RIGHT-OF-WAY. 2. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 3. EXISTING AND PROPOSED GRADE CONTOUR INTERVALS SHOWN AT 1 FOOT. VERTICAL DATUM NAVD 88. 4. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER. 5. ALL STORM SEWER MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT, AND SHALL HAVE TRAFFIC BEARING RING & COVERS. MANHOLES IN UNPAVED AREAS SHALL BE 6" ABOVE FINISH GRADE. LIDS SHALL BE LABELED "STORM SEWER". 6. THE CONTRACTOR SHALL ADHERE TO ALL TERMS & CONDITIONS AS OUTLINED IN THE EPA OR APPLICABLE STATE GENERAL N.P.D.E.S. PERMIT FOR STORM WATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES. 7. PRECAST STRUCTURES MAY BE USED AT CONTRACTORS OPTION. 8. EXISTING PIPES TO BE CLEANED OUT TO REMOVE ALL SILT AND DEBRIS. 9. ALL STORM PIPE ENTERING STRUCTURES SHALL BE GROUTED TO ASSURE CONNECTION AT STRUCTURE IS WATERTIGHT. 10. ALL STORM STRUCTURES SHALL HAVE A SMOOTH UNIFORM POURED MORTAR INVERT FROM INVERT IN TO INVERT OUT. 11. CONTRACTOR SHALL ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTH FIT AND CONTINUOUS GRADE. 12. CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR ALL NATURAL AND PAVED AREAS. 13. TOPOGRAPHIC INFORMATION IS TAKEN FROM A TOPOGRAPHIC SURVEY BY LAND SURVEYORS. IF THE CONTRACTOR DOES NOT ACCEPT EXISTING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, THEN THE CONTRACTOR SHALL SUPPLY, AT THEIR EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR TO THE OWNER FOR REVIEW. 14. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO SAME. 15. CONTRACTOR TO MATCH EXISTING GRADE AT PROJECT PROPERTY LINES AND LIMITS OF DISTURBANCE 16. CONTRACTOR TO DEFER TO VDOT STANDARDS FOR SUBSURFACE PREPARATION IN PUBLIC STREETS, MEDIAN OPENINGS, AND TURN LANES 17. NO GRADED SLOPE SHALL EXCEED 3H:1V. 18. ALL ORGANICS AND TOP SOIL SHALL BE REMOVED FROM THE ENTIRE FOOTPRINT. 19. ALONG ADA ROUTES, CROSS SLOPES TO BE A MAXIMUM OF 1 4" PER LF. LEGEND PROPERTY LINE EXISTING CONTOUR PROPOSED CONTOUR GRADING KEYNOTE P PAVEMENT EX EXISTING FL FLOWLINE HP HIGH POINT LP LOW POINT ME MATCH EXISTING SW SIDEWALK TC TOP OF CURB RIM RIM ELEVATION PROPOSED CURB INLET PROPOSED GRATE INLET PROPOSED STORM MANHOLE PROPOSED STORM ADA GRADING DETAIL SCALE: 1" = 10' © R U T H E R F O R D C R O S S I N G M O E 'S P R E P A R E D F O R W E L C O M E T O M O E 'S D R A I N A G E P L A N C400 N O R T H DRAINAGE NOTES 1. CONTRACTOR IS RESPONSIBLE FOR DEMOLITION OF EXISTING STRUCTURES INCLUDING REMOVAL OF ANY EXISTING UTILITIES SERVING THE STRUCTURE. UTILITIES ARE TO BE REMOVED TO THE RIGHT-OF-WAY. 2. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 3. EXISTING AND PROPOSED GRADE CONTOUR INTERVALS SHOWN AT 1 FOOT. 4. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER. 5. ALL STORM SEWER MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT, AND SHALL HAVE TRAFFIC BEARING RING & COVERS. MANHOLES IN UNPAVED AREAS SHALL BE 6" ABOVE FINISH GRADE. LIDS SHALL BE LABELED "STORM SEWER". 6. THE CONTRACTOR SHALL ADHERE TO ALL TERMS & CONDITIONS AS OUTLINED IN THE EPA OR APPLICABLE STATE GENERAL N.P.D.E.S. PERMIT FOR STORM WATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES. 7. PRECAST STRUCTURES MAY BE USED AT CONTRACTORS OPTION. 8. EXISTING PIPES TO BE CLEANED OUT TO REMOVE ALL SILT AND DEBRIS. 9. ALL STORM PIPE ENTERING STRUCTURES SHALL BE GROUTED TO ASSURE CONNECTION AT STRUCTURE IS WATERTIGHT. 10. ALL STORM STRUCTURES SHALL HAVE A SMOOTH UNIFORM POURED MORTAR INVERT FROM INVERT IN TO INVERT OUT. 11. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO SAME. 12. ALL ROOF LEADERS FROM THE PROPOSED BUILDINGS ARE TO CONNECT TO STORMWATER SYSTEM. SEE PLUMBING AND ARCHITECTURAL PLANS FOR DETAILS. 13. ALL PIPE LENGTHS SPECIFIED IN THESE PLANS ARE THE HORIZONTAL DISTANCE AND ARE SHOWN FOR REFERENCE ONLY. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE ACTUAL LENGTHS BASED ON PROPOSED PIPE SLOPE. 14. PIPE LENGTHS IN PLANS ARE MEASURED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE UNLESS OTHERWISE NOTED. 15. ALL STORMWATER INFRASTRUCTURES ON THIS SITE ARE PRIVATELY OWNED AND ANY MAINTENANCE OR REPLACEMENT IS THE OWNER'S RESPONSIBILITY. 16. RIM ELEVATIONS FOR DI-2C STRUCTURES ARE MEASURED AT THE GRATE. LEGEND PROPERTY LINE EXISTING CONTOUR PROPOSED CONTOUR PROPOSED CURB INLET PROPOSED GRATE INLET PROPOSED STORM MANHOLE PROPOSED STORM © R U T H E R F O R D C R O S S I N G M O E 'S P R E P A R E D F O R W E L C O M E T O M O E 'S D R A I N A G E P R O F I L E S A N D W A T E R Q U A L I T Y C A L C U L A T I O N S C410 STORM PROFILE B-1 THROUGH B-1.3 WATER QUALITY COMPLIANCE THE LIMITS OF ANALYSIS FOR THE WATER QUALITY CALCULATIONS (0.64 ACRES) INCLUDE THE ENTIRE DISTURBED AREA FOR THE DEVELOPMENT. PER REDEVELOPMENT REQUIREMENTS FOR DISTURBED AREAS LESS THAN 1 ACRE, THE ULTIMATE DEVELOPMENT REQUIRES A PHOSPHORUS LOAD REDUCTION OF 10%. WITH A PRE-REDEVELOPMENT PHOSPHORUS LOAD OF 1.38 LBS/YR, THIS 10% REDUCTION EQUATES TO 0.14 LBS/YEAR. THIS PROJECT PROPOSES TO MEET PHOSPHORUS REDUCTION REQUIREMENTS EXCLUSIVELY THROUGH THE INTRODUCTION OF PERVIOUS COVER TO THE SITE. IN THE PROPOSED CONDITION, THE ADDITION OF PERVIOUS COVER REDUCES THE PHOSPHORUS LOAD TO 1.22 LBS/YR, WHICH REPRESENTS A 12% REDUCTION FROM THE EXISTING. Project Name: Date: Linear Development Project?No Site Information Post-Development Project (Treatment Volume and Loads) 0.64 #### 10%Linear project?No The site's net increase in impervious cover (acres) is:0 ✔ Post-Development TP Load Reduction for Site (lb/yr):-0.03 ✔ Pre-ReDevelopment Land Cover (acres) A Soils B Soils C Soils D Soils Totals Forest/Open Space (acres) -- undisturbed, protected forest/open space or reforested 0.00 Managed Turf (acres) -- disturbed, graded for yards or other turf to be 0.01 0.01 Impervious Cover (acres)0.64 0.64 0.64 Post-Development Land Cover (acres) A Soils B Soils C Soils D Soils Totals Forest/Open Space (acres) -- undisturbed, protected forest/open space or reforested 0.00 Managed Turf (acres) -- disturbed, graded for yards or other turf to be 0.11 0.11 Impervious Cover (acres)0.53 0.53 Area Check OK.OK.OK.OK.0.64 Moe's Rutherford Crossing 9/21/2018 Maximum reduction required: Enter Total Disturbed Area (acres) →Check: Land cover areas entered correctly? Total disturbed area entered? BMP Design Specifications List:2013 Draft Stds & Specs TP LOAD REDUCTION NOT REQUIRED CLEAR ALL (Ctrl+Shift+R) data input cells constant values calculation cells final results -0.03 **TP LOAD REDUCTION NOT REQUIRED N/ALinear Project TP Load Reduction Required (lb/yr): TP Load Reduction Required (lb/yr) Post-Development Requirement for Site Area STORM PROFILE B-1.3 THROUGH B-1.6 © R U T H E R F O R D C R O S S I N G M O E 'S P R E P A R E D F O R W E L C O M E T O M O E 'S A D E Q U A T E O U T F A L L A N A L Y S I S C420 N O R T H Project:Date:Initials:CMH Area (ac)Area (ac)Area (ac)Area (ac)Area (ac)A C 90 25,700 0.59 0.88 91 16,988 0.39 0.88 109 22,651 0.52 0.88 111 22,651 0.52 0.78 Total 87,991 2.02 0.85 P-90 25,700 0.54 0.05 0.59 0.85 P-91 16,988 0.31 0.08 0.39 0.77 P-109 22,651 0.48 0.04 0.52 0.85 P-111 22,651 0.47 0.05 0.52 0.84 Total 87,991 1.79 0.23 2.02 0.83 Use the high end of each range for conditions that would speed up surface flow such as steep (>5% Slope) and/or bare surfaces Use the low end of each range for conditions that would slow down surface flow such as flat (<2% Slope) and/or highly vegetated surfaces Asphalt Streets Lawns - - - Inlet Drainage Area Calculations for Rational Method 09/21/18 Runoff Coefficients Land Cover Range Use T o t a l A r e a R u n o f f C o e f f i c i e n t Drainage Area Asphalt Streets Lawns --- Area (sf)Area (sf) 0.30 Runoff Coefficient Runoff Coefficient Runoff Coefficient 0.90 Runoff Coefficient Runoff Coefficient Total Area (sf) 20,501 23,345 2,355 13,288 3,700 0.70 - 0.95 0.90 0.05 - 0.35 - - - 0.30 2,150 Moe's Rutherford Crossing Area (sf)Area (sf)Area (sf) 77,836 10,155 20,701 1,950 (from approved Rutherford Crossing Plan Set #55-07) (from approved Rutherford Crossing Plan Set #55-07) (from approved Rutherford Crossing Plan Set #55-07) (from approved Rutherford Crossing Plan Set #55-07) Runoff Coefficients ADEQUATE OUTFALL ANALYSIS TO DETERMINE WHETHER THE EXISTING PIPE SYSTEM HAS ADEQUATE CAPACITY TO CONVEY RUNOFF FROM THE PROPOSED DEVELOPMENT, APPROVED AND PROPOSED IMPERVIOUS COVERS WERE ANALYZED. ULTIMATELY, ALL RUNOFF FROM THE PROPOSED SITE DISCHARGES TO THE SAME INLET (GRATE INLET IN DRAINAGE AREA 90) SO AS LONG AS THE COLLECTIVE DISCHARGE TO THAT STRUCTURE IS NOT INCREASING, THE PIPE IS DEEMED TO BE ADEQUATE. FOR PRE-DEVELOPMENT, DRAINAGE AREA INFORMATION WAS PULLED FROM THE APPROVED RUTHERFORD CROSSING DEVELOPMENT PLANS (#55-07). AS DELINEATED IN THESE PLANS, THE PROPOSED DEVELOPMENT IMPACTS FOUR DRAINAGE AREAS (90, 91, 109, AND 111). USING THESE SAME FOUR DRAINAGE AREAS, THE PROPOSED COVER CONDITIONS WERE TABULATED. AS SHOWN IN THE TABLE TO THE LEFT, THE COMPOSITE RUNOFF COEFFICIENT DECREASES FROM 0.85 IN THE APPROVED CONDITION TO 0.83 IN THE PROPOSED. WITH THE RUNOFF COEFFICIENT DECREASING AND THE AREA REMAINING THE SAME, THE DISCHARGE TO DA-90 WILL DECREASE IN THE PROPOSED CONDITION. SINCE THE EXISTING PIPE HAS CAPACITY, AND THE PROPOSED DISCHARGE IS DECREASING, IT CAN BE CONCLUDED THAT THE DOWNSTREAM SYSTEM WILL NOT BE ADVERSELY IMPACTED BY THIS PROJECT. APPROVED DEVELOPMENT PROPOSED DEVELOPMENT © R U T H E R F O R D C R O S S I N G M O E 'S P R E P A R E D F O R W E L C O M E T O M O E 'S D R A I N A G E D E T A I L S C450 © R U T H E R F O R D C R O S S I N G M O E 'S P R E P A R E D F O R W E L C O M E T O M O E 'S U T I L I T Y P L A N C500 N O R T H UTILITY NOTES 1. EXISTING UNDERGROUND UTILITY INFORMATION PER SURVEY. 2. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY OF ANY DISCREPANCIES AND/OR CONFLICTS WITH EXISTING OR PROPOSED UTILITIES. 3. ALL UTILITY CONNECTIONS END AT 5' OUTSIDE THE BUILDING FOOTPRINT. REFER TO ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND PLUMBING PLANS FOR BUILDING LAYOUT AND INTERNAL UTILITY SERVICE. 4. CONTRACTOR SHALL COORDINATE ALL NEW AND RELOCATED UTILITY SERVICES WITH THE APPROPRIATE LOCAL UTILITY COMPANY. 5. ALL PIPE LENGTHS SPECIFIED IN THESE PLANS ARE THE HORIZONTAL DISTANCE AND ARE SHOWN FOR REFERENCE ONLY. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE ACTUAL LENGTHS BASED ON PROPOSED PIPE SLOPE. 6. PIPE LENGTHS IN PLANS ARE MEASURED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE UNLESS OTHERWISE NOTED. 7. ALL FILL MATERIAL IS TO BE IN PLACE, AND COMPACTED BEFORE INSTALLATION OF PROPOSED UTILITIES. 8. ALL PROPOSED SANITARY SEWER AND WATER PIPES TO BE PER FREDERICK WATER (FW) STANDARDS. 9. ALL UTILITIES SHOULD BE KEPT TEN (10') APART (PARALLEL) OR WHEN CROSSING 18" VERTICAL CLEARANCE (OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF PIPE). 10. CONTRACTOR SHALL MAINTAIN A MINIMUM OF 48" COVER ON ALL WATERLINES. 11. IN THE EVENT OF A VERTICAL CONFLICT BETWEEN WATERLINES, SANITARY LINES, STORM LINES AND GAS LINES, (EXISTING AND PROPOSED), THE SANITARY LINE SHALL BE DUCTILE IRON PIPE WITH MECHANICAL JOINTS AT LEAST 10 FEET ON BOTH SIDES OF CROSSING, THE WATERLINE SHALL HAVE MECHANICAL JOINTS WITH APPROPRIATE THRUST BLOCKING AS REQUIRED TO PROVIDE A MINIMUM OF 18" CLEARANCE. MEETING REQUIREMENTS OF ANSIA21.10 OR ANSI 21.11 (AWWA C-151) (CLASS 50). 12. LINES UNDERGROUND SHALL BE INSTALLED, INSPECTED, AND APPROVED BEFORE BACKFILLING. 13. ALL CONCRETE FOR ENCASEMENTS SHALL HAVE A MINIMUM 28 DAY COMPRESSION STRENGTH AT 3000 P.S.I. 14. EXISTING UTILITIES SHALL BE VERIFIED IN FIELD PRIOR TO INSTALLATION OF ANY NEW LINES. 15. REFER TO INTERIOR PLUMBING DRAWINGS FOR TIE-IN OF ALL UTILITIES. 16. CONTRACTOR IS RESPONSIBLE FOR COMPLYING TO THE FREDERICK COUNTY SPECIFICATIONS WITH REGARDS TO MATERIALS AND INSTALLATION OF THE WATER AND SEWER LINES. 17. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 18. ALL CONSTRUCTION TO CONFORM TO APPLICABLE FREDERICK COUNTY WATER SYSTEM SPECIFICATIONS AND IN ACCORDANCE WITH FREDERICK COUNTY ORDINANCES. 19. THE CONTRACTOR SHALL VERIFY ALL WATERLINE SIZES PRIOR TO PURCHASE AND INSTALLATION. 20. COORDINATE WITH RAPPAHANNOCK ELECTRIC COOPERATIVE FOR PROPOSED ELECTRIC CONNECTION. 21. COORDINATE WITH WASHINGTON GAS FOR TYING PROPOSED GAS LINE INTO EXISTING GAS LINE. 22. NOTIFY FREDERICK WATER FOR ALL WATER AND SEWER LINE WORK PRIOR TO CONSTRUCTION. 23. THE SITE CONTRACTOR SHALL COORDINATE SERVICE ROUTING OF ALL GAS, TELEPHONE, AND ELECTRICAL LINES WITH THE APPROPRIATE UTILITY COMPANY. ALL CONSTRUCTION MUST COMPLY WITH EACH UTILITY'S STANDARDS AND SPECIFICATIONS AND NOT INTERFERE WITH TREE PLANTING SITES OR EXISTING TREES TO BE PRESERVED. 24. CONTRACTOR TO CALL FOR INSPECTION WHEN EXISTING SEWER IS BEING TAPPED INTO PROPOSED LINE. 25. CONFIRM, SIZE, PRESSURE, AND LOCATION OF EXISTING WATER MAIN. 26. ALL EXISTING WATER, SEWER, AND STORM EASEMENTS ARE RECORDED IN INSTRUMENT 080005730. LEGEND PROPERTY LINE PROPOSED TRANSFORMER PAD WITH BOLLARD PROPOSED CLEANOUT PROPOSED SANITARY SEWER MANHOLE PROPOSED GATE VALVE PROPOSED FIRE HYDRANT ASSEMBLY EXISTING WATERLINE EXISTING SANITARY SEWER LINE EXISTING GAS LINE EXISTING OVER HEAD POWER LINE PROPOSED WATER LINE PROPOSED SANITARY SEWER LINE EXISTING SANITARY SEWER MANHOLE PROPOSED STORM PIPE PROPOSED STORM DRAIN PROPOSED STORM MANHOLE EXISTING STORM MANHOLE PROPOSED WATER METER T © R U T H E R F O R D C R O S S I N G M O E 'S P R E P A R E D F O R W E L C O M E T O M O E 'S U T I L I T Y P R O F I L E S C510 SEWER PROFILE © R U T H E R F O R D C R O S S I N G M O E 'S P R E P A R E D F O R W E L C O M E T O M O E 'S U T I L I T Y D E T A I L S C550 R U T H E R F O R D C R O S S I N G M O E 'S P R E P A R E D F O R W E L C O M E T O M O E 'S P H O T O M E T R I C P L A N (B Y O T H E R S ) C600 © NOTE: ALL LIGHTING WILL CONFORM TO SECTION §165-201.07 OF THE FREDERICK COUNTY ZONING ORDINANCE AND WILL BE DOWNCAST AND FULL CUTOFF. © N O R T H R U T H E R F O R D C R O S S I N G M O E 'S P R E P A R E D F O R N V R E T A I L L A N D S C A P E P L A N L100 IMPERVIOUS PARKING AREA INTERIOR LANDSCAPING AREA IMPERVIOUS PARKING AREA KEY PLAN SCALE: 1" = 30'-0" Location On-Site Use Adjacent Use Screen Required North B-2 B-2 None West B-2 B-2 None South B-2 R.O.W.Existing Buffer/Hedge East B-2 B-2 None FREDERICK COUNTY CHAPTER 165: ARTICLE II - SECTION 203.02 (D)(b) BUFFER YARDS © R U T H E R F O R D C R O S S I N G M O E 'S P R E P A R E D F O R N V R E T A I L L A N D S C A P E D E T A I L S & N O T E S L150 2X WIDTH OF ROOT BALL DECIDUOUS TREE PLANTING NTSA GUY WIRES (3), WHITE FLAG ON EACH 2 STRANDS OF TWISTED GALVANIZED WIRE EACH SOIL SAUCER: USE PREPARED SOIL, 6" MIN. SET TREE AT ORIGINAL GRADE OR UP TO 1/8 DEPTH OF ROOT BALL ROPES AT TOP OF BALL SHALL BE CUT. REMOVE TOP 1/2 OF BURLAP. NON-BIODEGRADABLE MATERIAL SHALL BE TOTALLY REMOVED PLANTING SOIL MIX PER PLANTING SPECIFICATIONS UNDISTURBED SOIL PEDESTAL TURNBUCKLE (3), GALVANIZED HARDWOOD STAKES 2" SHREDDED HARDWOOD MULCH ARBORTIE LANDSCAPE NOTES 1. FREDERICK COUNTY NOTES: 1.1.ALL PLANTING SHALL CONFORM WITH §165-202.01D OF THE FREDERICK COUNTY ZONING ORDINANCE. 1.2.ANY PLANT SUBSTITUTIONS MUST BE APPROVED IN WRITING BY THE FREDERICK COUNTY PLANNING DEPARTMENT. 1.3.NO TREES OR SHRUBS SHALL BE PLACED ON FCSA EASEMENTS. 2. APPLICABLE SPECIFICATIONS AND STANDARDS: 2.1.AMERICAN JOINT COMMITTEE ON HORTICULTURAL NOMENCLATURE 2.2.AMERICAN STANDARD FOR NURSERY STOCK, LATEST EDITION 2.3.LANDSCAPE SPECIFICATION GUIDELINES, LATEST EDITION 3. ALL PLANT MATERIALS SHALL BE EQUAL TO OR BETTER THAN THE REQUIREMENTS OF THE “AMERICAN STANDARD FOR NURSERY STOCK,” LATEST EDITION, AS PUBLISHED BY THE AMERICAN NURSERY AND LANDSCAPE ASSOCIATION (HEREAFTER REFERRED TO AS “ANLA STANDARDS”). ALL PLANTS SHALL BE TYPICAL OF THEIR SPECIES AND VARIETY, SHALL HAVE A NORMAL HABIT OF GROWTH, AND SHALL BE FIRST QUALITY, SOUND, VIGOROUS, WELL-BRANCHED, AND WITH HEALTHY WELL-FURNISHED ROOT SYSTEMS. THEY SHALL BE FREE OF DISEASE, INSECT PESTS, AND MECHANICAL INJURIES. 4. ALL PLANTS SHALL BE NURSERY GROWN AND SHALL HAVE BEEN GROWN UNDER THE SAME CLIMATIC CONDITIONS AS THE LOCATION OF THIS PROJECT FOR AT LEAST TWO YEARS BEFORE PLANTING. NEITHER HEELED-IN PLANTS NOR PLANTS FROM COLD STORAGE WILL BE ACCEPTED. 5. ALL PLANTING AREAS TO CONFORM TO SPECIFIED GRADES AFTER FULL SETTLEMENT HAS OCCURRED AND MULCH HAS BEEN APPLIED. PROVIDE SAUCERS AROUND TREE PITS AS SHOWN ON PLANTING DETAILS. REMOVE ALL TAGS, LABELS, STRINGS, ETC. FROM ALL PLANTS. 6. PLANT MEASUREMENTS: 6.1.ALL PLANTS SHALL CONFORM TO THE MEASUREMENTS SPECIFIED IN THE PLANT SCHEDULE. 6.2.CALIPER MEASUREMENTS SHALL BE TAKEN SIX (6) INCHES ABOVE GRADE FOR TREES UNDER FOUR (4) INCH CALIPER AND TWELVE (12) INCHES ABOVE GRADE FOR TREES FOUR (4) INCHES CALIPER AND OVER. 6.3.MINIMUM BRANCHING HEIGHT FOR ALL SHADE TREES SHALL BE SIX (7) TO EIGHT (8) FEET. 7. DELIVERY, HANDLING, AND STORAGE 7.1.DELIVER PACKAGED MATERIALS IN MANUFACTURER'S UNOPENED CONTAINERS OR BUNDLES, FULLY IDENTIFIED WITH NAME, BRAND, TYPE, WEIGHT, AND ANALYSIS. STORE PACKAGED MATERIALS IN SUCH A MANNER AS TO PREVENT DAMAGE OR INTRUSION OF FOREIGN MATTER. 7.2.DIG BALLED AND BURLAPPED (B& B) PLANTS WITH FIRM, NATURAL BALLS OF EARTH, OF A DIAMETER NOT LESS THAN THAT SHOWN ON THE PLANT LIST NOR LESS THAN RECOMMENDED BY THE AMERICAN STANDARD FOR NURSERY STOCK, AND OF SUFFICIENT DEPTH TO INCLUDE THE FIBROUS AND FEEDING ROOTS. B&B PLANTS WILL NOT BE ACCEPTED IF THE BALL IS CRACKED OR BROKEN BEFORE OR DURING PLANTING OPERATION. 7.3.DELIVER TREES AND SHRUBS AFTER PREPARATIONS FOR PLANTING HAVE BEEN COMPLETED. DO NOT BEND, BIND, OR TIE TREES OR SHRUBS IN SUCH A MANNER AS TO DAMAGE BARK, BREAK BRANCHES OR DESTROY NATURAL SHAPE. IF PLANTING IS DELAYED MORE THAN 6 HOURS AFTER DELIVERY, SET TREES AND SHRUBS IN SHADE, PROTECT FROM WEATHER AND MECHANICAL DAMAGE, AND KEEP ROOTS MOIST BY HEELING-IN BARE ROOT STOCK AND COVERING PLANT BALLS WITH SOIL, PEAT MOSS OR OTHER ACCEPTABLE MATERIAL FOR BALLED STOCK. PLANTS SHALL BE KEPT WELL WATERED AND SHALL NOT REMAIN UNPLANTED FOR LONGER THAN TEN (10) DAYS AFTER DELIVERY. 7.4.PLANTS SHALL BE LIFTED AND HANDLED FROM THE BOTTOM OF THE BALL ONLY. 7.5.DO NOT REMOVE CONTAINER-GROWN STOCK FROM CONTAINERS UNTIL PLANTING TIME. 8. DRAINAGE AND SOIL 8.1.BEFORE PLANTING, DETERMINE THAT AREAS TO RECEIVE PLANT MATERIAL HAVE ADEQUATE SUBDRAINAGE. 8.2.THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR DRAINAGE TESTS AS NECESSARY TO IDENTIFY ANY PROBLEMS PRIOR TO BEGINNING PLANTING OPERATIONS. UPON COMMENCEMENT OF PLANTING OPERATIONS THE LANDSCAPE CONTRACTOR ASSUMES RESPONSIBILITY FOR SOIL CONDITIONS. 8.3.TOPSOIL: SHALL BE A FERTILE, FRIABLE NATURAL LOAM, UNIFORM IN COMPOSITION, FREE OF STONES, LUMPS, PLANTS AND THEIR ROOTS, DEBRIS AND OTHER EXTRANEOUS MATTER OVER 1 INCH IN DIAMETER, CAPABLE OF SUSTAINING VIGOROUS PLANT GROWTH. SOIL SHALL BE HARVESTED AT A SINGLE SOURCE FROM THE O AND/OR A HORIZONS OF THE SOIL PROFILE. 8.3.1.TOPSOIL SHALL HAVE A PH RANGE OF 5.5 TO 7.5. 8.3.2.TOPSOIL SHALL CONTAIN 1.5-5% ORGANIC MATTER BY DRY WEIGHT. 8.3.3.SOIL TEXTURE: SANDY LOAM, SANDY CLAY LOAM WITH THE FOLLOWING PARTICLE SIZE DISTRIBUTION: 8.3.3.1.GRAVEL LESS THAN 10% 8.3.3.2.SILT 15-30% 8.3.3.3.CLAY 20-35% 8.3.3.4.CHEMICAL LEVELS SHALL BE: 8.3.3.5.MAGNESIUM MG 100+ UNITS 8.3.3.6.PHOSPHORUS P205 150+ UNITS 8.3.3.7.POTASSIUM - K20120+ UNITS 9. PLANTING DATES 9.1.PLANTING SHALL BE DONE ONLY WITHIN THE FOLLOWING DATES EXCEPT AS APPROVED BY OWNER. 9.2.DECIDUOUS TREES AND SHRUBS: MARCH 1 TO MAY 31 AND OCTOBER 15 TO DECEMBER 15. 9.3.EVERGREEN TREES, SHRUBS AND VINES: MARCH 1 TO MAY 31 AND SEPTEMBER 1 TO NOVEMBER 15. 9.4.ALL PLANT MATERIAL SHALL BE GUARANTEED BY THE CONTRACTOR FOR A PERIOD OF 1 YEAR FROM THE DATE FINAL ACCEPTANCE TO BE IN GOOD, HEALTHY AND FLOURISHING CONDITION. 10. INSTALLATION OF SOIL MIX FOR TREE PITS ON GRADE 10.1. CONFIRM THAT NATIVE SUBSOIL PROVIDES ADEQUATE DRAINAGE TO ENSURE HEALTHY PLANT GROWTH. 10.2. INSTALL 30-36” OF SOIL MIX FOR TREE PIT BACKFILL ON GRADE: 10.3. SHALL CONSIST OF CLAY LOAM TO SANDY CLAY LOAM SOIL, SAND, AND COMPOSTED PINE BARK FINES AT A RATE OF 5:5:1 TO 10:5:1.5 TO ACHIEVE THE FOLLOWING: 10.3.1.CLAY CONTENT OF SOIL MIX SHALL BE 10-20% OF THE SOIL MIX, BY VOLUME. 10.3.2.MINIMUM AMOUNT OF COARSE TO MEDIUM SAND IN THE MIX SHALL BE 55% 10.3.3.MINIMUM INFILTRATION RATE AT 80-85% COMPACTION SHALL BE 1-3 INCHES PER HOUR. 10.3.4.COMPOSTED PINE BARK FINES SHALL NOT EXCEED 10% OF THE TOTAL SOIL MIX BY VOLUME. 10.4. TILL 4” OF COMPOST INTO THE TOP 6” OF THE INSTALLED SOIL MIX FOR TREE PIT BACKFILL ON GRADE. 11. INSTALLATION OF SOIL MIX FOR MULCHED SHRUB AND PERENNIAL BEDS: 11.1. CONFIRM THAT NATIVE SUBSOIL PROVIDES ADEQUATE DRAINAGE TO ENSURE HEALTHY PLANT GROWTH. 11.2. INSTALL 14” OF SOIL MIX FOR MULCHED SHRUB AND PERENNIAL BEDS ON GRADE: 11.3. SHALL CONSIST OF CLAY LOAM TO SANDY CLAY LOAM SOIL, SAND, AND COMPOSTED PINE BARK FINES AT A RATE OF 5:5:1 TO 10:5:1.5 TO ACHIEVE THE FOLLOWING: 11.3.1.CLAY CONTENT OF SOIL MIX SHALL BE 10-20% OF THE SOIL MIX, BY VOLUME. 11.3.2.MINIMUM AMOUNT OF COARSE TO MEDIUM SAND IN THE MIX SHALL BE 55% 11.3.3.MINIMUM INFILTRATION RATE AT 80-85% COMPACTION SHALL BE 1-3 INCHES PER HOUR. 11.3.4.COMPOSTED PINE BARK FINES SHALL NOT EXCEED 10% OF THE TOTAL SOIL MIX BY VOLUME. 11.4. TILL 4” OF COMPOST INTO THE TOP 6” OF THE INSTALLED SOIL MIX FOR TREE PIT BACKFILL ON GRADE. 12. SEEDING AND SODDING 12.1. LAWN SEED OR SOD VARIETIES SHALL BE AN IMPROVED VARIETY TURF-TYPE TALL FESCUE BLEND. THE LANDSCAPE CONTRACTOR SHALL SELECT FROM VARIETIES APPROVED BY THE PENNSYLVANIA DEPARTMENT OF ENVIRONMENTAL PROTECTION. 12.2. REFER TO THE PENNSYLVANIA DEPARTMENT OF ENVIRONMENTAL PROTECTION STANDARDS AND SPECIFICATIONS FOUND IN THE EROSION AND SEDIMENT POLLUTION CONTROL PROGRAM MANUAL, FOR GUIDELINES, SPECIFICATIONS AND INSTALLATION TECHNIQUES OF SEED AND SOD. 12.3. SATISFACTORY SEEDED LAWN. 12.3.1.AT END OF MAINTENANCE PERIOD, A HEALTHY, UNIFORM, CLOSE STAND OF GRASS HAS BEEN ESTABLISHED, FREE OF WEEDS AND SURFACE IRREGULARITIES, WITH COVERAGE EXCEEDING 90 PERCENT OVER ANY 10 SQUARE FOOT AREA AD BARE SPOTS NOT EXCEEDING 5 INCHES BY 5 INCHES. 12.4. SATISFACTORY SODDED LAWN. 12.4.1.AT END OF MAINTENANCE PERIOD, A HEALTHY, WELL-ROOTED, EVEN-COLORED, VIABLE LAWN HAS BEEN ESTABLISHED, FREE OF WEEDS, OPEN JOINTS, BARE AREAS, AND SURFACE IRREGULARITIES. 13. PLANT PRUNING, EDGING, AND MULCHING 13.1. EACH TREE, SHRUB, OR VINE SHALL BE PRUNED IN AN APPROPRIATE MANNER TO ITS PARTICULAR REQUIREMENTS IN ACCORDANCE WITH ACCEPTED STANDARD PRACTICES AS STATED IN ANSI STANDARDS A300 FOR PRUNING. BROKEN OR BRUISED BRANCHES SHALL BE REMOVED WITH CLEAN CUTS MADE ON AN ANGLE FROM THE BARK RIDGE TO THE BRANCH COLLAR, NO FLUSH CUTS, TO MINIMIZE THE AREA CUT. ALL CUTS SHALL BE MADE WITH SHARP TOOLS. TRIM ALL EDGES SMOOTH. NO TREE WOUND DRESSINGS SHALL BE APPLIED. 13.2. ALL TRENCHES AND SHRUB BEDS SHALL BE EDGED AND CULTIVATED TO THE LINES SHOWN ON THE DRAWING. THE AREAS AROUND ISOLATED PLANTS SHALL BE EDGED AND CULTIVATED TO THE FULL DIAMETER OF THE PIT. SOD THAT HAS BEEN REMOVED AND STACKED SHALL BE USED TO TRIM THE EDGES OF ALL EXCAVATED AREAS TO THE NEAT LINES OF THE PLANT PIT SAUCERS, THE EDGES OF SHRUB AREAS, HEDGE TRENCHES AND VINE POCKETS. 13.3. AFTER CULTIVATION, ALL PLANT MATERIALS SHALL BE MULCHED WITH A TWO TO THREE (2-3) INCH LAYER OF TAN BARK, PEAT MOSS, OR ANOTHER APPROVED MATERIAL OVER THE ENTIRE AREA OF THE BED OR SAUCER. 14. WARRANTY 14.1. ALL PLANT MATERIAL SHALL BE GUARANTEED BY THE CONTRACTOR FOR A PERIOD OF 1 YEAR FROM THE DATE FINAL ACCEPTANCE TO BE IN GOOD, HEALTHY AND FLOURISHING CONDITION. SHRUB PLANTING NTSB UNDISTURBED SOIL PEDESTAL SET SHRUB AT ORIGINAL GRADE OR UP TO 1/8 DEPTH OF ROOT BALL 2" SHREDDED HARDWOOD MULCH MAKE (3) - 1" CUTS IN SIDES OF THE ROOTBALL PLANTING SOIL MIX PER PLANTING SPECIFICATIONS 2X WIDTH OF ROOT BALL