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HomeMy WebLinkAbout11-03 DirectTV - Winchester - Back Creek - BackfileDIRECTV WINCHESTER 260 Shady Elm Road, Winchester, VA. A. SITE PLAN - FREDERICK COUNTY, VA. PROJECT INFORMATION SECTION: PROJECT TITLE: DIRECTV - WINCHESTER DESCRIPTIVE SUBTITLE: EAST COAST SATELLITE UP -LINK FACILITY SITE ADDRESS: 260 SHADY ELM ROAD SHAWNEE MAGISTERIAL DISTRICT EXISTING ZONING: M - 1 (LIGHT INDUSTRIAL DISTRICT) 2.) LANDOWNER: NAME: CENTRAL COCA -COLA BOTTLING CO., INC. ADDRESS: P.O. BOX 27887 RICHMOND, VA. 23261-7887 PHONE NUMBER: 804-359-3759 DEVELOPER: NAME: DIRECTV - OPERATIONS, INC. ADDRESS: P.O. BOX 915 EL SEGUNDO, CA PHONE NUMBER: (301) 964-8075 CONTACT PERSON: MR. PAT REED DESIGNER: NAME: CER VAN TES & ASSOCIATES, P.C. ADDRESS: 3541 CHAIN BRIDGE RD. - SUITE 7 FAIRFAX, VA. 22030-2793 PHONE NUMBER: (703) 691-4114 CONTACT PERSON: R.E. BURGOYNE, P.E. 3.) FREDERICK COUNTY, VA. PROPERTY IDENTIFICATION NUMBER: PIN: 63 - A - 58A 4.) N/A. NO RESIDENTIAL UNITS ARE INCLUDED ON THIS PLAN. 5.) TOTAL LAND AREA: 8.79 ACRES (SEE SHEET C-3) 6.) DETAILED DESCRIPTION OF PROPOSED USE OF THE DEVELOPMENT: THE PROPOSED USE, AS PERMITTED IN THE M-1 ZONING DISTRICT, BY THE ZONING ORDINANCE, IS "RADIO AND TELEVISION TRANSMISSION TOWERS AND COMMERCIAL TELECOMMUNICATION FACILITIES." THE PROPERTY IS CURRENTLY VACANT AND HAS NO ESTABLISHED USE. THE PROPOSED DEVELOPMENT ESTABLISHES A FACILITY FOR DIRECTV TO RECEIVE REGIONAL TELEVISION SIGNALS AND TO UP -LINK THEM TO DIRECTV SATELLITES. THIS FACILITY CONSISTS OF A BUILDING OF LESS THAN 5,500 SQUARE FEET INCORPORATING A VARIETY OF OFFICE USES AND COMPUTER EQUIPMENT USES, TO SERVICE, UP TO TWO, EXTERIOR, 13 METER, SATELLITE ANTENNAE. THE FACILITY AND ITS SUPPORTING UTILITIES WILL BE MAINTAINED WITHIN IN A SECURITY ENCLOSURE. THE SECURITY ENVELOPE WILL INCLUDE LIGHTING AT NIGHT AND CAMERA SURVEILLANCE. A MOTORIZED GATE IS INTENDED TO CONTROL VEHICULAR ACCESS TO THE PROPERTY, IT IS ENVISIONED THAT A NORMAL WORK SHIFT WILL EMPLOY THREE INDIVIDUALS FOR A REGULAR 40-HOUR WEEK. BUILDING HEIGHT NOT TO EXCEED 25 FEET. 7.) THIS LOT WAS INCLUDED IN THE MASTER DEVELOPMENT PLAN AND REZONING APPLICATION KNOWN AS THE WINCHESTER PRODUCTION CENTER FOR THE CENTRAL COCA -COLA BOTTLING COMPANY, INC. 8.) SITE PLAN SUBMITTAL AND REVISION DATE BLOCK IS PROVIDED AS A PART OF THE TITLE BLOCK OF THIS COVER PAGE. ORIGINAL DATE OF SUBMISSION: 2/20/03. 9.) A TABLE OF CONTENTS IS SHOWN ON THIS COVER PAGE. 10.) UTILITY PROVIDERS: SANITARY SEWER BY: FREDERICK COUNTY SANITARY AUTHORITY 315 TASKER ROAD STEPHENS CITY. VA. PHONE #: 540-868-1061 RVANTES & ASSOCIATES, P.C. NGINEERS • PLANNERS - SURVEYORS 3541 CHAIN BRIDGE ROAD, SUITE 7 FAIRFAX, VA. 22030 (703) 691-4114 WATER SERVICE BY: FREDERICK COUNTY SANITARY AUTHORITY 315 TASKER ROAD, STEPHENS CITY, VA. PHONE #: 540-868-1061 ELECTRIC SERVICE BY: ALLEGHENY POWER COMPANY 3463 VALLEY PIKE, WINCHESTER, VA 22602 PHONE #: 540-722-5829 CONTACT PERSON: JOHN SISLER 11.) A SITE LOCATION MAP IS PROVIDED IN THE TOP RIGHT CORNER OF THE COVER PAGE OF THIS SITE PLAN. STREET NAMES ARE SHOWN ON THIS SITE LOCATION MAP. ADJOINING PROPERTY INFORMATION IS SHOWN ON SHEET (C-3). 12.) REQUIREMENTS AND CONDITIONS OF PRIOR ZONING ARE PROVIDED ON SHEET (C-2). 13.) DESCRIPTION OF SETBACKS: M-1 ZONING REQUIRES THE FOLLOWING SETBACKS: FRONT YARD: 75 FEET REAR YARD: 25 FEET SIDE YARDS: 25 FEET THESE SETBACKS ARE DELINEATED IN A GRAPHIC AND TEXT MANNER. 14.) THE SUBJECT PROPERTY IS LOCATED IN THE SHAWNEE MAGISTERIAL DISTRICT, OF FREDERICK COUNTY, VIRGINIA. 15.) OUTDOOR STORAGE: NO OUTDOOR STORAGE, OF GOODS OR EQUIPMENT, IS INTENDED OR PROPOSED, ON THIS PROPERTY. 16.) ALL NEW UTILITIES ARE TO BE INSTALLED UNDERGROUND. 17. ALL LIGHTING IS TO BE SHIELDED AND DIRECTED AWAY FROM ADJOINING PROPERTIES AND ROADS TO PREVENT GLARE OR OTHER LIGHT POLLUTION. B. CALCULATIONS SECTION: 1.) MAXIMUM ZONING FAR IN THE M-1 DISTRICT = 1.0 FAR DIRECTV - FAR CALCULATION: (FLOOR TO AREA RATIO) PROPOSED FLOOR AREA: MAIN BUILDING: 102' X 53' = 5,406 SQUARE FEET TOOL SHED: 10' X 112' = 120 SQUARE FEET TOTAL PROPOSED: = 5,526 SQUARE FEET TOTAL LOT AREA = 8.79 ACRES = APPROXIMATELY 382,892 SQ.FT. FAR CALCULATION: 5,526 SQ.FT. DIVIDED BY 382,892 SQ.FT. - 0.0145 FAR 2.) PARKING CALCULATIONS: REQUIRED PARKING: 1 SPACE PER EMPLOYEE EXISTING: NO PARKING SPACES EXIST. PROPOSED: SPACES 10' X 18' = 180 SQ.FT. 1 SPACE PER EMPLOYEE PER MAJOR SHIFT (3) 5 SPACES PROPOSED AND SHOWN ON THE SITE PLAN. 3.) HANDICAP PARKING SPACE REQUIREMENTS: REQUIRED SPACES: 1 SPACE (MIN. 12' WIDTH) EXISTING SPACES: NONE. PROPOSED: 1 SPACE WILL BE PROVIDED AS SHOWN. 4.) LOADING SPACES REQUIREMENTS: REQUIRED SPACES: 1 SPACE (12' X 45' - WITH 14' VERTICAL CLEARANCE) PROPOSED SPACE:: 1 SPACE WITH ADEQUATE TURNING AREA 5.) PARKING LOT LANDSCAPING CALCULATIONS: A) REQUIRED PERIMETER PARKING LOT SHADE TREES: PERIMETER OF PARKING LOT = 240 LIN.FT. OF CURBING. 240 LIN.FT. AT A RATIO OF 1 TREE/40 LINEAR FEET. - 6 TREES REQUIRED. PROPOSED PERIMETER PARKING LOT TREES - 6 TREES N0. REVISIONS BY DATE 1 REVISIONS TO RESPOND TO REVIEW COMMENTS REB 3/21/03 2 (REVISIONS TO RESPOND TO REVIEW COMMENTS REB 4/01/03 B) REQUIRED INTERIOR PARKING LOT TREES REQUIREMENT OF 1 TREE MINIMUM / 10 PARKING SPACES 5 SPACES (AT THE ABOVE RATIO YIELDS) = 1 TREE PROPOSED INTERIOR PARKING LOT SHADE TREES = 1 TREE C) REQUIRED INTERIOR PARKING LOT LANDSCAPE AREA REQUIREMENT FOR 5% OF PARKING LOT AREA TO BE DESIGNATED AS PLANTING AREA FOR INTERIOR PARKING LOT SHADE TREES. PROPOSED PARKING LOT AREA = 3,049 SQ. FT. 5% OF PARKING LOT AREA = 152.45 SQ.FT. PROPOSED INTERIOR LANDSCAPE AREA = 360 SQ.FT PROPOSED TWO PLANTING AREAS (10'X18') PROPOSED AREA EXCEEDS THE REQUIREMENT. 6.) SEE SHEET L1 AND L2 FOR LANDSCAPE CALCULATIONS AND NOTES. FCSA CONSTRUCTION NOTES 1.) WATER AND SEWER LINES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS. THE LINES SHALL ADDITIONALLY MEET ALL REQUIREMENTS OF THE FREDERICK COUNTY SANITATION AUTHORITY. 2.) THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY, THE AUTHORITY. 3.) EXACT LOCATIONS OF WATER AND SEWER SERVICES ON NEW LINES ARE TO BE COORDINATED WITH THE AUTHORITY'S INSPECTOR. 4.) THE SANITATION AUTHORITY'S MAINTENANCE DEPARTMENT IS RESPONSIBLE FOR THE INSTALLATION OF WATER METERS THROUGH 2" IN SIZE. BEFORE A PERMANENT METER IS SET, THEY REQUIRE; 1) THE FRAME AND COVER TO BE PROPERLY ALIGNED WITH ITS METER BOX AND YOKE BAR; 2) THE FRAME AND COVER TO BE SET TO THE FINAL GRADE OF THE LOT; 3) THE DISTANCE BETWEEN THE TOP OF THE COVER AND THE YOKE BAR TO BE BETWEEN 18 AND 21 INCHES; AND 4) ALL COMPONENTS OF THE METER BOX ASSEMBLY TO BE IN PROPER WORKING ORDER. IT IS THE DEVELOPER'S/CONTRACTOR'S RESPONSIBILITY TO HAVE THE METER BOX ASSEMBLY INSTALLED CORRECTLY. 5.) THE CONTRACTOR SHALL INSTALL WATER AND SEWER SERVICES THAT CONNECT TO EXISTING LINES. A) A WATER SERVICE (AND FORCE MAIN SEWER SERVICE) REQUIRES THE INSTALLATION OF A SADDLE WITH CORPORATION STOP AND MAKING THE TAP. B) A GRAVITY SEWER SERVICE REQUIRES THE INSTALLATION OF A WYE, 18" LONG STUB PIECES, AND 15" LONG, FULL CIRCLE, STAINLESS STEEL REPAIR CLAMPS. C) THE FCSA INSPECTOR ASSIGNED TO THE PROJECT SHALL BE PRESENT FOR THE INSTALLATION OF EACH CONNECTION. 6.) WHEN AN EXISTING WATER MAIN IS TAPPED FOR THE INSTALLATION OF A NEW LINE: A. THE AUTHORITY SHALL FURNISH ALL LABOR AND MATERIAL TO MAKE THE TAP. B. THE DEVELOPER/CONTRACTOR MUST (1) MAKE APPLICATION OF THE TAP, (2) PAY DEPOSIT (BEFORE WORK BEGINSO; (3) MAKE THE LOCATION OF THE TAP; (4) MAKE FINAL PAYMENT WHEN THE WORK IS COMPLETED. 7. THE CONTRACTOR SHALL TIE-IN A NEW LINE TO AN EXISTING MANHOLE BY CORE DRILLING THE MANHOLE. 8. ANY WATER SERVICE LINE MUST HAVE A DOUBLE CHECK VALVE OR RPZ BACKFLOW PREVENTION ASSEMBLY, AS REQUIRED, INSTALLED. THE ASSEMBLY MUST MEET ASSE STANDARD NO. 1015 OR 1013. A REMOTE READOUT IS REQUIRED. 9. ALL FIRE LINES SHALL HAVE A DETECTOR DOUBLE CHECK VALVE BACKFLOW PREVENTION ASSEMBLY OR A RPZ BACKFLOW PREVENTION ASSEMBLY REQUIRED. THE ASSEMBLY SHALL MEET ASSE STANDARD NO. 1048 OR 1047. A REMOTE READOUT IS REQUIRED. PREPARED UNDER THE SUPERVISION OF: % a�;p�LTH o f ` 00 RICHARD E B�DA DESIGNED R.E.B. CHECKED SCALE AS SHOWN DRAWN R.E.B. DATE 2-20-03 REF. PREPARED FOR CONTRACT PURCHASER OWNER & DEVELOPER DIRECTV OPERATIONS, CENTRAL COCA -COLA INC. BOTTLING CO., INC. P.O. BOX 915 P.O. BOX 27887 EL SEGUNDO, CA. 90245 RICHMOND, VA. 23261 (310) 964-8075 (804) 359-3759 CONTRACT SETTLEMENT DATE: 03/05/2003 11 i! 1 VICINITY MAP 1" =2000' DRAWINGS INDEX C-1 TITLE SHEET C-2 NOTES C-3 LOT PLAN C-4 LAYOUT SHEET C-5 UTILITIES PLAN C-5A WATERLINE PROFILE C-6 GRADING PLAN C-6A GRADING PLAN C-7 DETAILS C-8 DETAILS C-8A WATER DETAILS C-813 SITE LIGHTING DETAILS L-1 LANDSCAPE PLAN L-2 LANDSCAPE DETAILS AND PLANT SCHEDULE ES-1 EROSION AND SEDIMENT CONTROL - PHASE 1 ES-2 EROSION AND SEDIMENT CONTROL - PHASE 2 ES-2A EROSION AND SEDIMENT CONTROL - PHASE 1 & 2 ES-3 EROSION AND SEDIMENT CONTROL NOTES AND DETAILS APPROVED BY THE ZONING ADMINISTRATOR OF FREDERICK COUNTY, VIRGINIA THIS APPROVAL IS VALID FOR FIVE YEARS FROM APPROVAL DATE. / L : SIGNATURE DATE TITLE SHEET SITE PLAN DIREcTV - WINCHESTER TELEVISION TRANSMISSION FACILITY 260 SHADY ELM RD., FREDERICK COUNTY, VA. SHAWNEE MAGISTERIAL DISTRICT P.I.N. 63-A-58A 23001.10 SHEET REFERENCE NO. C-1 SHEET 1 OF 18 REZONING REQUEST PROFFER LANDSCAPE DESIGN FEATURES LANDSCAPE DESIGN FEATURES: VDOT GENERAL NOTES: PROPERTY IDENTIFICATION NUMBER 63-((A))-58 AND 63-((A))59 BACK CREEK MAGISTERIAL DISTRICT COCA -COLA BOTTLING FACILITY PRELIMINARY MATTERS PURSUANT TO SECTION 15.2-2296 ET.SEQ., OF THE CODE OF VIRGINIA, 1950, AS AMENDED, AND THE PROVISIONS OF THE FREDERICK COUNTY ZONING ORDINANCE WITH RESPECT TO CONDITIONAL ZONING, THE UNDERSIGNED APPLICANT HEREBY PROFFERS THAT IN THE EVENT THE BOARD OF SUPERVISORS OF FREDERICK COUNTY, VIRGINIA, SHALL APPROVE REZONING APPLICATION #004-98 FOR THE REZONING OF 63.5052 ACRES FROM RURAL AREA (RA) ZONING DISTRICT TO THE LIGHT INDUSTRIAL (M-1) ZONING DISTRICT, DEVELOPMENT OF THE SUBJECT PROPERTY SHALL BE DONE IN CONFORMITY WITH THE TERMS AND CONDITIONS SET FORTH HEREIN, EXCEPT TO THE EXTENT THAT SUCH TERMS AND CONDITIONS MAY BE SUBSEQUENTLY AMENDED OR REVISED BY THE APPLICANT AND SUCH BE APPROVED BY THE FREDERICK COUNTY BOARD OF SUPERVISORS IN ACCORDANCE WITH VIRGINIA LAW. IN THE EVENT THAT SUCH REZONING IS NOT GRANTED, THEN THESE PROFFERS SHALL BE DEEMED WITHDRAWN AND OF NO EFFECT WHATSOEVER. THESE PROFFERS SHALL BE BINDING UPON THE APPLICANT AND THEIR LEGAL SUCCESSORS OR ASSIGNS. SITE IMPROVEMENTS 1. THE APPLICANT PROFFERS THAT IT SHALL DESIGN AND CONSTRUCT A REALIGNMENT TO ROUTE 652 AT THE INTERSECTION OF ROUTE 651 AND ROUTE 652. THE REALIGNMENT SHALL CONSIST OF SHIFTING ROUTE 652 TO THE SOUTHWEST TO INTERSECT ROUTE 651 AT A NINETY (90) DEGREE ANGLE AND ADDING . TURN LANES ON ROUTE 652 AS REQUIRED BY VDOT. RIGHT-OF-WAY FOR THE REALIGNMENT OF ROUTE 652 WILL BE DEDICATED TO VDOT UPON APPROVAL OF A SITE PLAN FOR THE FIRST BUILDING, OR AT THE TIME THE PROPERTY IS SUBDIVIDED. 2. THE APPLICANT FURTHER AGREES TO DEDICATE A THIRTY-FIVE (35) FOOT RIGHT-OF-WAY ALONG THE SOUTH SIDE OF ROUTE 652 FOR THE ENTIRE PARCEL FRONTAGE THAT IS NOT INCLUDED IN THE REALIGNMENT OF ROUTE 651. RIGHT-OF-WAY FOR ROUTE 652 WILL BE DEDICATED TO VDOT UPON APPROVAL OF A SITE PLAN FOR THE FIRST BUILDING, OR AT THE TIME THE PROPERTY IS SUBDIVIDED. 3. THE APPLICANT AGREES TO DEDICATE A SIXTY (60) FOOT RIGHT-OF-WAY ALONG THE WEST SIDE OF ROUTE 651 FOR THE ENTIRE PARCEL FRONTAGE. RIGHT-OF-WAY FOR ROUTE 651 WILL BE DEDICATED TO VDOT UPON APPROVAL OF A SITE PLAN FOR THE FIRST BUILDING, OR AT THE TIME THE PROPERTY IS SUBDIVIDED. 4. THE APPLICANT AGREES TO PARTICIPATE IN THE SIGNALIZATION AT THE INTERSECTION OF ROUTE 11 AND ROUTE 652. WHEN REQUESTED BY VDOT, THE APPLICANT WILL PAY TWENTY THOUSAND (20,000) DOLLARS OR TWENTY-FIVE (25) PERCENT OF THE COST OF THE NEW TRAFFIC SIGNAL, WHICHEVER IS LESS. 5. THE APPLICANT AGREES TO LIMIT THE NUMBER OF ENTRANCES ALONG THE SOUTH SIDE OF ROUTE 652 INTO THIS PROPERTY TO A MAXIMUM OF FOUR (4) ENTRANCES. TWO (2) ENTRANCES WILL BE USED BY THE COCA -COLA BOTTLING FACILITY. ONE (1) ENTRANCE WILL BE USED FOR EACH SEPARATE PARCEL CREATED BY THE SUBDIVISION OF THIS PROPERTY WITH FRONTAGES ALONG ROUTE 652. ALL ENTRANCES ALONG ROUTE 652 WILL BE THE WIDTH REQUIRED BY VDOT FOR TWO-WAY TRAFFIC BASED ON THE PROPOSED USE OF THE PARCEL. THE ENTRANCE FOR THE WESTERN PARCEL OF LAND WILL BE LOCATED AT LEAST SIXTY (60) FEET EAST AND NOT MORE THAN 250 FEET EAST OF THE WESTERN PROPERTY LINE. THE ENTRANCE FOR THE CENTRAL PARCEL OF LAND WILL BE LOCATED AT LEAST THIRTY (30) FEET WEST AND NOT MORE THAN 200 FEET WEST OF THE WESTERN COCA -COLA BOTTLING FACILITY PROPERTY LINE. BUILDING RESTRICTIONS THE DEVELOPMENT OF THE SUBJECT PROPERTY SHALL INCLUDE THE FOLLOWING BUILDING RESTRICTIONS PROVIDED IN THESE PROFFERS. 1. THE MAXIMUM HEIGHT FOR ALL PRIMARY AND ANCILLARY STRUCTURES WILL BE SIXTY (60) FEET. ROOF TOP MECHANICAL EQUIPMENT IS NOT SUBJECT TO THE SIXTY (60) FOOT HEIGHT RESTRICTION. HOWEVER, ALL ROOF TOP MECHANICAL EQUIPMENT WILL BE SCREENED FROM ALL ADJACENT PROPERTIES. 2. ALL LOADING DOCKS SHALL BE SCREENED FROM VIEW FROM ALL ADJACENT RURAL AREA (RA) OR RESIDENTIAL PERFORMANCE (RP) ZONING DISTRICTS. RVANTES & ASSOCIATES, P.C. NGINEERS • PLANNERS • SURVEYORS 3541 CHAIN BRIDGE ROAD, SUITE 7 FAIRFAX, VA. 22030 (703) 691-4114 THE DEVELOPMENT OF THE SUBJECT PROPERTY, AND THE SUBMISSION OF ANY MASTER DEVELOPMENT PLAN, SHALL INCLUDE THE FOLLOWING LANDSCAPE DESIGN FEATURES PROVIDED IN THESE PROFFERS. 1. A FULL SCREEN EARTH BERM WILL BE PROVIDED BETWEEN ALL DEVELOPED PARTS OF THE SUBJECT PROPERTY AND ALL RURAL AREA (RA) AND RESIDENTIAL PERFORMANCE (RP) ZONING DISTRICTS, EXCEPT WHERE ENTRANCES ARE REQUIRED FOR THE COCA -COLA BOTTLING FACILITY. THE TOP OF THE BERM WILL BE A MINIMUM OF SIX (6) FEET HIGHER THAN ROUTE 652, WITH A MINIMUM TOP WIDTH OF FOUR (4) FEET AND MAXIMUM SIDE SLOPES OF FOUR HORIZONTALLY TO ONE VERTICALLY. DURING THE DEVELOPMENT OF THE FUTURE PARCELS OF LAND ADJACENT TO THE EARTH BERM, THE BERM SHALL ONLY BE REMOVED TO THE EXTENT REQUIRED TO ACCOMMODATE THE NEW ENTRANCE TO THE SITE FROM ROUTE 652. IF DURING CONSTRUCTION THE BERM IS REMOVED IN EXCESS OF THAT REQUIRED TO ACCOMMODATE THE ENTRANCE, THE BERM WILL BE REPLACED TO THE MAXIMUM EXTENT POSSIBLE BY THE DEVELOPER OF THE PARCEL OF LAND. 2. LANDSCAPE SCREENING SHALL BE PROVIDED IN ACCORDANCE WITH THE FREDERICK COUNTY ZONING ORDINANCE AND IN CONJUNCTION WITH THE FULL SCREEN EARTH BERM. LANDSCAPING IN CONJUNCTION WITH THE EARTH BERM WILL CONSIST OF A MIXTURE OF EVERGREEN AND DECIDUOUS TREES. AT LEAST TWO THIRDS (2/3) OF THE TREES SHALL BE EVERGREENS. ALL TREES SHALL BE OF THE TYPE THAT WILL THRIVE WITHIN THE SHENANDOAH VALLEY. EVERGREENS SHALL BE AT LEAST SIX (6) FEET IN HEIGHT AT PLANTING. DECIDUOUS TREES SHALL HAVE A CALIPER OF AT LEAST TWO (2) INCHES AT A HEIGHT OF ONE (1) FOOT ABOVE ROOT BALL. COVENANTS AND RESTRICTIONS THE APPLICANT SHALL RECORD AND INCLUDE IN EACH DEED AS WELL AS PROVIDE FREDERICK COUNTY WITH A COMPLETE SET OF COVENANTS AND RESTRICTIONS IN SUBSTANTIAL CONFORMANCE WITH THE PROTECTIVE COVENANTS AND RESTRICTIONS AS SUBMITTED WITH THE IMPACT ANALYSIS STATEMENT AND THESE PROFFERS. MONETARY CONTRIBUTIONS TO OFFSET IMPACT OF DEVELOPMENT THE UNDERSIGNED, WHO HAS A CONTRACT TO PURCHASE THE SUBJECT PARCEL OF LAND, HEREBY VOLUNTARILY PROFFERS THAT IF THE BOARD OF SUPERVISORS FOR THE COUNTY OF FREDERICK, VIRGINIA APPROVES THE REZONING FOR THE 63.5052 ACRE TRACT, LYING ON THE WEST SIDE OF ROUTE 651 AND THE SOUTH SIDE OF ROUTE 652 IN THE BACK CREEK MAGISTERIAL DISTRICT OF FREDERICK COUNTY, VIRGIINIA FROM RURAL AREA (RA) ZONING DISTRICT TO THE LIGHT INDUSTRIAL (M-1) ZONING DISTRICT, THE UNDERSIGNED WILL PAY FREDERICK COUNTY, AT THE TIME OF THE ISSUANCE OF THE FIRST GRADING PERMIT, THE SUM OF NINETEEN THOUSAND FOUR HUNDRED FORTY-ONE DOLLARS AND SEVENTY-FOUR CENTS ($19,441.74) TO BE ALLOCATED TO THE STEPHENS CITY VOLUNTEER FIRE & RESCUE COMPANY. STATEMENT OF ZONING PROFFER COMPLIANCE: SITE IMPROVEMENTS.- 1. NOT APPLICABLE 2. NOT APPLICABLE 3. THE RIGHT-OF-WAY ALONG THE WEST SIDE OF ROUTE 651 (SHADY ELM ROAD) HAS BEEN DEDICATED, AS REQUIRED PER THE PROFFER. 4. NOT APPLICABLE 5. NOT APPLICABLE BUILDING RESTRICTIONS: 1. PROPOSED DirecTV BUILDING IS TO BE LESS THAN TWENTY-FIVE (25) FEET IN HEIGHT. IT IS THEREFORE IN COMPLIANCE WITH THIS PROFFER OF MAXIMUM BUILDING HEIGHTS OF SIXTY (60) FEET. 2. THE PROPOSED LOADING DOCK IS SCREENED FROM VIEW OF THE ADJOINING RESIDENTIALLY ZONED PROPERTY BY A SOLID WALL, AND BY A HORIZONTAL DISTANCE OF 500-600 LINEAR FEET. N0. REVISIONS BY DATE 1 REVISIONS TO RESPOND TO REVIEW COMMENTS REB 3/21/03 2 REVISIONS TO RESPOND TO REVIEW COMMENTS REB 4/01/03 PREPARED UNDER THE SUPERVISION OF: ,sAuH oi 4 1. THE MASTER DEVELOPMENT PLAN INDICATES THE LOCATION OF THESF PROFFERED FULL SCREEN BERMS. NO LANDSCAPED BERMS ARE INDICATED FOR LOT 2 OF THE COCA -COLA INDUSTRIAL PARK. THE ONLY RESIDENTIALLY ZONED PROPERTY ADJACENT TO THIS DirecTV SITE IS ALONG THE WESTERN BOUNDARY OF THE PROPERTY. THE DirecTV FACILITY HAS BEEN SITED MORE THAN 350 FEET FROM R.A. ZONED PROPERTY. WITHIN THAT AREA THERE IS AN EXISTING KNOLL WITH A RISE OF 8 FEET, WHICH SERVES AS A NATURAL BERM BETWEEN THE PROPOSED DirecTV FACILITY AND THE CURRENTLY VACANT RA ZONED PROPERTY. ACCORDINGLY, THIS SITE PLAN IS IN COMPLIANCE WITH THE PROFFER STATEMENT, AND ITS INTENT. IF, IN THE FUTURE, DEVELOPMENT IS PROPOSED WITHIN THE 350 FOOT AREA, THEN THAT SITE PLAN WILL COMPLY WITH THE BUFFER/BERM REQUIREMENTS OF THE PROFFERS. 2. ALL LANDSCAPE SCREENING PROPOSED IN THIS SITE PLAN SHALL BE IN ACCORDANCE WITH THE FREDERICK COUNTY ZONING ORDINANCE. GENERAL EARTHWORK REQUIREMENTS NEAR -SURFACE SOILS ON THE SITE CONTAIN BOULDERS AND HIGHLY PLASTIC CLAYS. WITHIN THE FOOTPRINT OF ALL PROPOSED STRUCTURES, BOULDERS SHALL BE REMOVED TO A NOMINAL DEPTH OF 2 FEET WHEN ENCOUNTERED IN CUTS, AT -GRADE AREAS, OR IN FILL SECTIONS LESS THAN 12 INCHES IN DEPTH. HIGHLY PLASTIC CLAYS SHALL BE OVER -EXCAVATED AND REPLACED SUCH THAT A 2-FOOT SEPARATION IS MAINTAINED BETWEEN THE IN -SITU MATERIAL AND THE FINAL GRADE. APPROVED STRUCTURAL FILL MATERIAL SHALL BE USED. EXCAVATED MATERIAL SHALL BE CONSIDERED UNSUITABLE FOR USE AS STRUCTURAL FILL, BUT MAY BE USED IN NON-STRUCTURAL LANDSCAPING AREAS. THE EXCAVATED MATERIAL SHALL NOT BE USED AS RETAINING WALL BACKFILL. ACCEPTABLE FILL MATERIAL SHALL BE NON -HIGHLY PLASTIC, WITH A LIQUID LIMIT OF LESS THAN 40 AND A PLASTICITY INDEX OF LESS THAN 15. ROCK FRAGMENTS LARGER THAN 3 INCHES IN THE LONGEST DIMENSION SHALL NOT BE PERMITTED IN THE TOP 2 FEET OF FILL BELOW PROPOSED SUBGRADE. THE CONTRACTOR SHALL PROVIDE LABORATORY TEST RESULTS FOR THE PROPOSED FILL MATERIAL FOR REVIEW BY THE GEOTECHNICAL ENGINEER. BUILDING FOUNDATION EXCAVATION FOR ALL PROPOSED FOUNDATIONS BEARING ON IN -SITU SOILS OR ON FILL MATERIAL WITHIN 1 FOOT OF EXISTING GRADE, FOUNDATION EXCAVATIONS SHALL BE OVER -EXCAVATED TO PROVIDE 2 FEET OF SEPARATION BETWEEN BOTTOM -OF -FOOTING ELEVATION AND IN -SITU SOILS. PRIOR TO BACKFILLING, OVER -EXCAVATED AREAS SHALL BE LINED WITH WOVEN GEOTEXTILE, AMOCO 2002 OR APPROVED EQUAL. REPLACE WITH STRUCTURAL FILL MATERIAL COMPACTED TO 100 PERCENT OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D 698) WITHIN 2 PERCENTAGE POINTS OF THE OPTIMUM MOISTURE CONTENT. RECOMMENDED STRUCTURAL BACKFILL MATERIAL BENEATH FOUNDATIONS IS VDOT SELECT MATERIAL TYPE I,. MINIMUM CBR 30, OR VDOT TYPE I, SIZE NO. 21 A AGGREGATE, OR APPROVED EQUAL. BOULDERS ENCOUNTERED WITHIN OVER -EXCAVATION DEPTH SHALL BE REMOVED AND ADDITIONAL STRUCTURAL BACKFILL PLACED AS REQUIRED. ANTENNA PAD PREPARATION STRUCTURAL FILL MATERIAL BENEATH ANTENNA PADS SHALL BE VDOT SELECT MATERIAL TYPE I, MINIMUM CBR 30, OR VDOT TYPE I, SIZE NO. 21 A AGGREGATE, OR APPROVED EQUAL. COMPACTION SHALL BE 100 PERCENT OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D 698) WITHIN 2 PERCENTAGE POINTS OF THE OPTIMUM MOISTURE CONTENT. STRUCTURAL FILL SHALL BE PLACED ON WOVEN GEOTEXTILE, AMOCO 2002 OR APPROVED EQUAL. IN -SITU SOILS AND BOULDERS SHALL BE OVER -EXCAVATED AND REPLACED WITH STRUCTURAL FILL SUCH THAT A MINIMUM SEPARATION OF 2 FEET IS MAINTAINED BETWEEN THE BOTTOM -OF -PAD ELEVATION AND THE IN -SITU SOILS. DESIGNED R.E.B. CHECKED SCALE AS SHOWN DRAWN R.E.B. DATE 2-20-03 REF. PREPARED FOR CONTRACT PURCHASER OWNER & DEVELOPER D IRECTV OPERATIONS, CENTRAL COCA -COLA INC. BOTTLING CO., INC. P.O. BOX 915 P.O. BOX 27887 EL SEGUNDO, CA. 90245 RICHMOND, VA. 23261 (310) 964-8075 (804) 359-3759 * CONTRACT SETTLEMENT DATE: 03/05/2003 V1, ALL WORK ON THIS PROJECT SHALL CONFORM TO THE LATEST EDITIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) ROAD AND BRIDGE SPECIFICATIONS AND STANDARDS, THE VIRGINIA EROSION AND SEDIMENT CONTROL REGULATIONS AND ANY OTHER STATE, FEDERAL OR LOCAL REGULATIONS APPLICABLE. IN THE EVENT OF CONFLICT BETWEEN ANY OF THESE STANDARDS, SPECIFICATIONS OR PLANS, THE MOST STRINGENT SHALL BE GOVERN. V2, ALL CONSTRUCTION SHALL COMPLY WITH THE LATEST U.S. DEPARTMENT OF LABOR, OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION AND VOSH RULES AND REGULATIONS. V3, WHEN WORKING ON VDOT RIGHT-OF-WAY, ALL TRAFFIC CONTROL, WHETHER PERMANENT OR TEMPORARY, SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF VDOT'S WORK AREA PROTECTION MANUAL. FURTHERMORE, ALL TRAFFIC CONTROL FLAGGERS MUST BE CERTIFIED IN ACCORDANCE WITH THE LATEST EDITION OF THE VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 104.04-C. V4, THE DEVELOPER SHALL BE RESPONSIBLE FOR RELOCATING, AT THIS EXPENSE, ANY AND ALL UTILITIES, INCLUDING TRAFFIC SIGNAL POLES, JUNCTION BOXES, CONTROLLERS, ETC. OWNED BY VDOT OR PRIVATE UTILITY COMPANY. IT IS THE SOLE RESPONSIBILITY OF THE DEVELOPER TO LOCATE AND IDENTIFY UTILITY FACILITIES OR ITEMS WHICH MAY BE IN CONFLICT WITH THE PROPOSED CONSTRUCTION ACTIVITY . VDOT APPROVAL OF THESE PLANS DOES NOT RELIEVE THE DEVELOPER OF THIS RESPONSIBILITY. V5, DESIGN FEATURES RELATING TO FIELD CONSTRUCTION, REGULATIONS, AND CONTROL OR SAFETY OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY VDOT. ANY ADDITIONAL EXPENSE INCURRED AS A RESULT OF ANY FIELD REVISION WILL BE THE RESPONSIBILITY OF THE DEVELOPER. V6, PRIOR TO INITIATION OF WORK, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ACQUIRING ALL NECESSARY VDOT LAND USE PERMITS FOR ANY WORK ON VDOT RIGHT-OF-WAY. V7, IF REQUIRED BY THE LOCAL VDOT RESIDENCY OFFICE, A PRE -CONSTRUCTION CONFERENCE MUST BE ARRANGED AND HELD BY THE ENGINEER AND/OR DEVELOPER WITH THE ATTENDANCE OF THE CONTRACTOR, VARIOUS COUNTY AGENCIES, UTILITY COMPANIES AND VDOT PRIOR TO INITIATION OF WORK. . 8, THE CONTRACTOR SHALL NOTIFY THE LOCAL VDOT RESIDENCY OFFICE WHEN WORK IS TO BEGIN OR CEASE FOR ANY UNDETERMINED LENGTH OF TIME. VDOT WILL ALSO REQUIRE 48 HOURS NOTICE FOR ANY INSPECTION. TRAFFIC GENERAL NOTES. - 1. THIS DEVELOPMENT IS BEST CLASSIFIED AS A UTILITY. THE NORMAL WORK SCHEDULE IS ONE SHIFT 5 DAYS PER WEEK WITH 3 EMPLOYEES PER SHIFT. IN VIEW OF THE LOCATION, IT IS ANTICIPATED THAT EACH EMPLOYEE WILL GENERATE ONE ROUND TRIP PER WORKDAY FOR A TOTAL OF 6 TRIP ENDS PER WORKDAY. 2. THE NEAREST INTERSECTION IS APPLE VALLEY ROAD ROUTE 652 1550 FEET TO THE NORTH EAST. 3. THE REQUIRED SITE DISTANCE ON SHADY ELM ROAD IS 300 FEET. NOTES SITE PLAN DIREcTV - WINCHESTER TELEVISION TRANSMISSION FACILITY 260 SHADY ELM RD., FREDERICK COUNTY, SHAWNEE MAGISTERIAL DISTRICT P.I.N. 63-A-58A 23001.10 SHEET REFERENCE NO. VA. C-2 SHEET 2 OF 18 I P 1 � � � \ <- Q N �; \ z L Ljo FENut- BLACKBURN L PARTN 110 HAW WINCHESTER, NOTES: * NO FIELD SURVEY PERFORMED FOR THIS SITE PLAT UBMISSIO[ * THIS INFORMATION IS TAKEN FROM FINAL SUBDIVISION PLAT AN SITE DEVELOPMENT BY TRIAD ENGINEERING, INC. AS RECORDED IN FREDERICK COUNTY. =- * FLOODPLAIN NOTE: NO FLOODPLAIN IS LOCATED ON T PROPERTY, PER F.E.M.A.'s Q3 FLOOD DATA AND (FIRM) FLOOD INSURANCE RATE MAPS. RVANTES & ASSOCIATES, P.C. NGINEERS • PLANNERS • SURVEYORS 3541 CHAIN BRIDGE ROAD, SUITE 7 FAIRFAX, VA. 22030 (703) 691-4114 li II II II II li 1 I—U\ 0 I I N0. REVISIONS BY DATE 1 REVISIONS TO RESPOND TO REVIEW COMMENTS REB 3/21 /03 2 REVISIONS TO RESPOND TO REVIEW COMMENTS REB 4/01 /03 CENTRAL COCA --CO A L = 12 1 ' B LING CO., IN A= 8 8° 2 1" P.O. BOX 27887 R = 83. 7 RICHM ND. VA. 23261-7887 ZONED: M-1 = 81 . 4 USE: VACA � C = N 0 3° 27 5 1" E PIN: 63-A7N 41 ° 4 4' 2 311 ' L = 116.7 586.05'' 1 / C/LE R S41030'd -� / \ N41 °4�"23" W 44�'�0' 586.05' C/ DRAINAGE _7 PREPARED UNDER THE SUPERVISION OF: lTH opw �r p RICHARD E U i DESIGNED R.E.B.CHECKEDSCALE AS SHOWN DRAWN R.E.B. DATE 2-20-03 REF. PREPARED FOR �c CONTRACT PURCHASER OWNER & DEVELOPER D IRECTV OPERATIONS, CENTRAL COCA -COLA INC. BOTTLING CO., INC. P.O. BOX 915 P.O. BOX 27887 EL SEGUNDO, CA. 90245 RICHMOND, VA. 23261 (310) 964-8075 (804) 359-3759 * CONTRACT SETTLEMENT DATE: 03/05/2003 L = 134 68' 0 = 90° 4 1 , 50" R = 85 08' T = 86. 12' CD = N 6° 38' 1 LC = 1 1. 05, 00 III CN , O r— N cf) �j (a) _o � w w I — ool 2 \ w �0 1 �w ur) Q !� zw U �w �I L N w - or.) rr1 ' 0 o� � r � Tr —► � o , Ln 11 pop O w � x000 U Qj W rnnQ' }�,Z?cfl m ozz z Ld 0 'j II GENERAL ELECTRIC 7 P. 0. BOX 60340 - 00 FORT MYERS, FL 33906 �0 9 398/37 r 7 ZONED: M-1 LLB USE: MANUFACTURING PLANT PIN: 63—A-57 0- 00 GRAPHIC SCALE i6_ 6 9' —.0--cs.-ffcb 7' LOT PLAN SITE PLAN DIREcTV — WINCHESTER TELEVISION TRANSMISSION FACILITY 260 SHADY ELM RD., FREDERICK COUNTY, VA. SHAWNEE MAGISTERIAL DISTRICT P.I.N. 63—A-58A W-191 JOB NUMBER 23001.10 SHEET REFERENCE NO. C-3 SHEET 3 OF 18 X_ x/ x x x x c 70.53' x SIGN TYPE AN YMBOL 92 PLAN A ° 0° ° 7 6. �° °° x PAR ING x STAN ING 101.67' FIRE L N , I MAX. BLDG. HT. = 25 FF=797.00 STANDARD ORDING IT A ARR W AT BOTTOM OINTING TOT IG T 25.50' ONE SIGN M UNTIED P R LLE T E L \ OF CUR ING OR A EENT qGE x AT E OF P INTED RE IGNTYPE "C' FF=797.00 ° ° FF=797.0 x PLAN SYMBOL�- I ° SAT. ANTENNA o� SAT. ANTEN C N I ° HT. = 55 FT. �o �° a° HT. = 55 F x P RKIN o OR SANDIG x FI E LA E W 2 O � 92 PROPO ED 6- HAI L X x X W O p 0 06 x O � W e. n W ENKAMAT OVER GRAVELY W - W w � I 'W W W _E U( W W W W . 0 0' 13.5Q9 IDE 340.0' ° 80.0' W \ - 3° dx ► °� W HC SP CE- ° ai / ._ __"_ _ _ G x N n H C R Ro r :;A r- ° CG— 1 r w e. o (� o Q 1 8.00' W Z�i �� /, o W 1 O W _� Q Li CG- Ro Q_ >LAlj W CG-6 WITH 2' CURB z r � W .00' OPENINGS @ 10' O.C. o ° \ o � 26.8 W o W W YP. ENKAMATcl- W o C o h0 � W 1 .00 O C -6R (D 4.56 �� < L W YP. y y P �\ Ln o o zJ W / W Q � W L� / ' / > D 0 0 2-SIDED LIT �� N , 2.00 � �� 32.0' � Lor ADDRESS SIGN W 12.00' e SIGN HT. = 4.25 >. _ + .00' 18 105 1 80.00' o)\,y x W o w / / x STANDA D WOR ING WI AN ARR W o W AT BOT M P01 TING T THE LEFT o W. W ENKAMAT OVER W - W o W x cv W GRAVEL EPAR LLEL TO W 5.80 W W T `_ O\ LINE OF CURBING OR PAV MENT EDGTHE ONE SIG MOUN D E W W 1 N ! x E CURB RAMI�S L❑C AT END F PAINT D AREA N W / � W —12 AT x » » \ _<<> SHOUL-D BE FINALIZED BY D❑T S I N TYP D '9 6 -� x � � INSPECTOR/ENGINEER, P N SYMBOL \ PROPANE_-, W TANK x � 22.00' 00� / � -7 g 4 d d ENqMA7 x PARK G W W W OR W X TANDIN - - w w W W a c W x FIRE LAN W W CONC. SWALE ENKAMAT �W a �a SURFACE CROS NG x � d x NCLOSURE OR DUMPSTER x STANDARD WORDING WITH NO� ARROW �� TOOL SHED REINF. CO C. SLAB WO SIGNS MOUNTED BACK T BACK '� REINF. CONC. BING SLAB 12'x10' (10'x10') SEE DETAIL P RPENDICULAR TO LINE OF C R ' ( _ ) SHEET —8. 0 PAVEMENT EDGE HT. 10 . \, 20 FOOT HIGH MOUNT x HT. = 0 0 SECURITY LIGHT _& `" _ rAMERA ON POLE i I x _J X X PROPOSED 6= "OOTXCHAIN_L1�FE�NGE. ---- _ X - x - X ry - VEG - -_- X X -` O DENSE / a X X X _ x - X X 3 3 3 3 3 3 °O NO. REVISIONS BY DATE 1 REVISIONS TO RESPOND TO REVIEW COMMENTS REB 3/21 /03 2 REVISIONS TO RESPOND TO REVIEW COMMENTS REB 4/01 /03 RVANTES & ASSOCIATES, P.C. NGINEERS - PLANNERS • SURVEYORS 3541 CHAIN BRIDGE ROAD, SUITE 7 FAIRFAX, VA. 22030 (703) 691-4114 PREPARED UNDER THE SUPERVISION OF: PREPARED FOR ,.•7•lw 8x�$OFFf — * CONTRACT PURCHASER O\A�INER `-0 + & DEVELOPER p KHO E BUR A 1u No 1 D IRECTV OPERATIONS, CENTRAL COCA -COLA 14 , 0 INC. BOTTLING CO., INC. i P.O. BOX 915 P.O. BOX 27887 Ar EL SEGUNDO, CA. 90245 RICHMOND, VA. 23261 DESIGNED R.E.B. CHECKED SCALE AS SHOWN (310) 964-8075 (804) 359-3759 DRAWN R.E.B. DATE 2-20-03 REF. CONTRACT SETTLEMENT DATE: 03/05/2003 Q— C � a— C w GRAPHIC �CAL( \ 0 20 � 40 � 16� 1'= 20' LAYOUT SHEET JOB NUMBER SITE PLAN 23001.10 DIREcTV — WINCHESTER SHEET REFERENCE N0. TELEVISION TRANSMISSION FACILITY 260 SHADY ELM RD., FREDERICK COUNTY, VA. C-4 SHAWNEE MAGISTERIAL DISTRICT P.I.N. 63—A-58A SHEET 4 of 18 792 790 :. W W J Z m J Q W W V J U V) Y �=- Q Z V) Y Y ry I_ U Oz On Q J J m 0 mo mWU > �_ �FOf � _ V) Ow m m ~ PROPOSED GRADE o- _ of = �~ ~ = O Z V) _ -___-_ _—__-__._-__�.__. ________._-_ _ __________-____ _._.�-_-_-- -- _-_-___-.- -_ -- _ Z - �o = f W W O { 0' U `U W I -----� ! L� o I i o I co Ix oXolcdm JLd IB �m OI � U 00 0o Q _ i - -- — — - W I - of I W m I IQ< I co EXISTING GRADE ! I I I I 0I�- � col :� im W wi� I IN 3 FOOT COVER --�---_i -~_ �----- 6" WATER LINE________.-' MIN 1 FOOT CL AR 8 WA TE� LINE � 790 STA STA STA STA STA 0+00 1 +00 2+00 3+00 4+00 MAIN WATER LINE PROFILE Y z z Q HORT. SCALE 1 "=20' VERT SCALE 1 "=4' Q m 00 U U � 0 0 W Z U) bj U _I U W 5IU wW I � ml--_tuT >- Z � 00 1----------------__--------- 796w - ------------- --- -'-` W NOTES : Z -� m CLEAR MIN 00 z 1. FREDERICK COUNTY SANITATION AUTHORITY WILL INSTALL WET TAP ON 12 --- INCH EXITING WATER MAIN. 794 2. ALL PIPE 6 INCHES AND LARGER WILL BE CEMENT LINED DUCTILE IRON PIPE (CLASS 52). 3. ALL PIPE WILL HAVE A MINIMUM COVER OF 36 INCHES. 792 6" FIRE SERVICE 790 �-- STA 5+00 STA 5+ 76 FIRE SERVICE WATERLINE RVANTES & ASSOCIATES, P.C. NGINEERS • PLANNERS • SURVEYORS 3541 CHAIN BRIDGE ROAD, SUITE 7 FAIRFAX, VA. 22030 (703) 691-4114 HORT. SCALE 1 "=20' VERT SCALE 1 "=4' NO. REVISIONS BY DATE PREPARED UNDER THE SUPERVISION OF: 1 REVISIONS TO RESPOND TO REVIEW COMMENTS REB 3/21 /03 e•'W'.. 2 REVISIONS TO RESPOND TO REVIEW COMMENTS REB 4/01 /03 10-12HOF ' o MCM E v Ni rl $� n 2 r 14 DESIGNED R.E.B. CHECKED SCALE AS SHOWN DRAWN R.E.B. DATE 2-20-03 REF. PREPARED FOR CONTRACT PURCHASER & DEVELOPER D IRECTV OPERATIONS, INC. P.O. BOX 915 EL SEGUNDO, CA. 90245 (310) 964-8075 OWNER CENTRAL COCA -COLA BOTTLING CO., INC. P.O. BOX 27887 RICHMOND, VA. 23261 (804) 359-3759 CONTRACT SETTLEMENT DATE: 03/05/2003 t HORT. SCALE 1 "= 20' VERT. SCALE 1 " = 4 WATERLINE PROFILE JOB NUMBER SITE PLAN 23001.10 DIREcTV — WI N CH ESTER SHEET REFERENCE NO. TELEVISION TRANSMISSION FACILITY 260 SHADY ELM RD., FREDERICK COUNTY, VA. C-5A SHAWNEE MAGISTERIAL DISTRICT P.I.N. 63—A-58A SHEET 6 of 18 iC) �r � 1 ,- X - \�� - - - - ----- - __------------- - --- w _ - 0 70% - -- - ------------ ----------- 't-- FM FM ----- --------------- -------------------- --------- --------- 00 rr° v s p SLOPE TO MATCH EXISTING 2:1 MAX. � I � 4' r TYPICAL DITCH SECTION NOTES: 1. SLOPE AS PER PLAN 0.7% TO 2%. 2. FINISH DITCH TO BE GRASS LINED. RVANTES & ASSOCIATES, P.C. �GINEERS • PLANNERS • SURVEYORS 3541 CHAIN BRIDGE ROAD, SUITE 7 FAIRFAX, VA. 22030 (703) 691-4114 - - TOP OF -- DITCH ------------------- ---- - ---------------- ---TOP OF ---RETCH ----------------- ----- - - r - ------------------------- - - -------------------- i f S6� + \' ' "ter i ---- ------ _,-.. -- DIRECTV- WINCHESTER- HYDROLOGIC DESIGN DRAINAGE NARRATIVE: THIS SITE IS ABANDONED CROP LANDS WHICH NATURALLY DRAIN VIA SHEET FLOW. THE PROPOSED DEVELOPMENT MAINTAINS SHEET FLOW DRAINAGE. TO THE SOUTH AND WILL INCREASE RUNOFF FROM THE 10 YEAR STORM LESS THAN 2 CFS. TO THE NORTH THE INCREASED DRAINAGE WILL SHEET FL -OW TO A NEW DITCH WHICH WILL LEAD TO EXISTING PIPING AND EVENTUALL TO THE STORMWATER MANAGEMENT STRUCTURE TO THE NORTH OF THE SITE. THIS DRAINAGE IS AS APPROVED IN THE SITE MASTER PLAN. THE EXISTING GRASSED DRAINAGE PATHS HAVE SHALLOW GRADES (LESS THAN 2 %). NO INCREASED EROSION IS ANTICIPATED FROM THIS DEVELOPMENT. N0. REVISIONS BY DATE 1 REVISIONS TO RESPOND TO REVIEW COMMENTS REB 3/21/03 2 REVISIONS TO RESPOND TO REVIEW COMMENTS REB 4/01/03 - --------- ----------------- - - -- - i t� �j - _ ------- - - - •------- ----- - --$70� ------------ - - __-- -----•---- ---- --------------------------------- ---' -------------- ; vj -- `/ ; - ---- - - - __- COEFFICIENTS OF RUNOFF: POST -DEVELOPMENT DRAINAGE CALCULATIONS: PERVIOUS / GRASS: 0.30 2 - YEAR STORM COEFFIC'NT. INTENSITY AREA ACS. TOTAL CFS IMPERVIOUS / PAVEMENT 0.95 NORTH T.IMPERV 0.95 5.3 0.34 1.71 SEMI -PERVIOUS / GRAVEL 0.65 T.PERV 0.3 5.3 4.42 7.03 TGRAVEL 0.65 5.3 0.16 0.55 PRE -DEVELOPMENT DRAINAGE CALCULATIONS: TOTAL 9.29 SOUTH T.IMPERV 0.95 5.3 0.09 0.45 COEFFIC'NT. INTENSITY AREA ACS. TOTAL CFS T.PERV 0.3 5.3 1.46 2.32 2 - YEAR STORM TOTAL 2.77 NORTH T.PERV. 0.3 5.3 5.60 8.90 SOUTH T.PERV. 0.3 5.3 0.99 1.57 10 - YEAR STORM NORTH T.IMPERV 0.95 6.8 0.34 2.20 10-YEAR STORM T.PERV 0.3 6.8 4.42 9.02 NORTH 0.3 6.8 5.60 11.42 TGRAVEL 0.65 6.8 0.16 0.71 SOUTH 0.3 6.8 0.99 2.02 TOTAL 11.92 SOUTH T.IMPERV 0.95 6.8 0.09 0.58 100-YEAR STORM T.PERV 0.3 6.8 1.46 2.98 NORTH 0.3 9.3 5.60 15.62 3.56 SOUTH 0.3 9.3 0.99 3,01 PREPARED UNDER THE SUPERVISION OF: / �f$ALT$ Ol,+ pry Tmcm 4 + 14 i DESIGNED R.E.B. CHECKED SCALE AS SHOWN DRAWN R.E.B. DATE 2-20-03 REF. 100-YEAR STORM NORTH, T.IMPERV 0.95 9.3 0.34 3.00 T.PERV 0.3 9.3 4.42 12.33 TGRAVEL 0.65 9.3 0.16 0.97 TOTAL 16.30 SOUTH T.IMPERV 0.95 9.3 0.09 0.80 T.PERV 0.3 9.3 1.46 4.07 TOTAL 4.87 DRAIN- 10 EX STING PI ----------- - GRAPHIC SCALE 0 20 40 60 Ttii_m_m� 1" = 20' PIPE ACROSS DRIVEWAY 10 - YEAR STORM COEFFIC'NT. INTENSITY AREA ACS. TOTAL CFS NORTH T.IMPERV 0.95 6.8 0.14 0.90 T.PERV 0.3 6.8 1.31 2.67 TGRAVEL 0.65 6.8 0.12 0.53 TOTAL 4.11 12 INCH RCP AT 1.5% 0 = 4.4CFS O( DITCH 10 YEAR STORM NORTH AREA 11.92 CFS low A 5 SF WET PERIMETER (WP) 6.82 LF R= A/WP= 5/6.82= 0.73 SLOPE=S= 0.007 FT/FT n = 0.027 � 1 V= 1.49/N *(R)2 *(S)2 = 2.8 FT/SEC 0=14 CFS OK .PREPARED FOR GRADING PLAN * CONTRACT PURCHASER OWNER SITE PLAN & DEVELOPER DIRECTV OPERATIONS, CENTRAL. COCA -COLA DIREcTV - WINCHESTER INC. BOTTLING CO., INC. TELEVISION TRANSMISSION FACILITY P.O. BOX 915 P.O. BOX 27887 EL SEGUNDO, CA. 90245 RICHMOND, VA. 23261 260 SHADY ELM RD., FREDERICK COUNTY, VA. (310) 964-8075 (soa) 359-3759 SHAWNEE MAGISTERIAL DISTRICT >k CONTRACT SETTLEMENT DATE: 03/05/2003 P.I.N. 63-A-58A JOB NUMBER 23001.10 SHEET REFERENCE N0. C-6A SHEET 80F 18 1 SIGN DETAIL C-7 SCALE: 1 /2"=1' FINISH TOP SURFACE TO BLOCK ESTABLISH POSITIVE DRAINAGE.A I SIGN WALL FINISH TOP SURFACE TO ESTABLISH POSITIVE DRAINAGE. ° . .p#4 REBAR @ 12" O.C. co 00 14 24" #8 REBAR 4 CONT. (TIE REBARS AT JUNCTIONS AS 8" 32" 8" NEEDED.) AnRF�'� '�ICN FOUNDATION DETAIL SCALE: 1 /2"=1' RVANTES & ASSOCIATES, P.C. NGINEERS • PLANNERS • SURVEYORS 3541 CHAIN BRIDGE ROAD, SUITE 7 FAIRFAX, VA. 22030 (703) 691— 4114 ONE PIECE PRECAST CONCRETE CAP OF NEUTRAL TONE, CHAMFER ALL EDGES. SHADE 1 (LIGHTER OF 2 SHADES) SPLIT —FACE BLOCK. (8" X 16" FACE X 4" DEPTH) SHADE 2 (DARKER OF 2 SHADES) SPLIT —FACE BLOCK. (8" X 16"FACE X 4"DEPTH) LETTERING: 8" TALL CAP LETTERS & NUMERALS FLAT CUT ALUMINUM SIGN LETTERS HYDROSEED GRASS MIX 21A GRAVEL COMPACTED TO A DEPTH OF 8" -2-SIDED ADDRESS SIGN DETAIL (CROSS SECTION SCALE: 1 /2"=1' MANUALLY ADD TOP SOIL TO A DEPTH OF 4" TO 1" ENKAMAT (LAY FLAT BACK DOWN) COMPACTED SUBGRADE NOTE: STAKE EDGES AND SWALE CENTERS AT 36 INCHES ON CENTER. ENKAMAT OVER GRAVEL SERVICE ROADS SCALE: 1 /2"=1' HYDROSEED GRASS MIX MANUALLY ADD TOP SOIL TO A DEPTH OF i" TO 1" ENKAMAT (LAY FLAT BACK DOWN) 513 C-7 NOTE: * FOR VEGETATIVE FILTER STRIP STAKE EDGES ALONG BACK OF PERFORATED CURB AT 12" ON CENTER. STAKE NON —CURB EDGE AT 36" ON CENTER. * FOR STABILIZED DRAINAGE SWALE STAKE 36" ON CENTER ALONG SWALE EDGES AND SWALE FINISH GRADE CENTERS. ENKAMAT FOR EROSION CONTROL & VEGETATIVE FILTER STRIPS SCALE: 1 /2"=1' NO. I REVISIONS BY DATE 1 REVISIONS TO RESPOND TO REVIEW COMMENTS REB 3/21 /03 2 REVISIONS TO RESPOND TO REVIEW COMMENTS REB 4/01 /03 PREPARED UNDER THE SUPERVISION OF: c RICHARD E Ilk A U N„ DESIGNED R.E.B. CHECKED SCALE AS SHOWN DRAWN R.E.B. DATE 2-20-03 REF. PREPARED FOR CONTRACT PURCHASER OWNER & DEVELOPER D IRECTV OPERATIONS, CENTRAL COCA —COLA INC. BOTTLING CO., INC. P.O. BOX 915 P.O. BOX 27887 EL SEGUNDO, CA. 90245 RICHMOND, VA. 23261 (310) 964-8075 (804) 359-3759 * CONTRACT SETTLEMENT DATE: 03/05/2003 NATURAL ELEVATION 2-SIDED ADDRESS SIGN DETAIL (END VIEW SCALE: 1 /2"=1' TOP RAIL OR WIRE, AS SPE( GATE LEAF WIDTH GATE POST OD FABRIC HEIGHT "A" DIAM "B" DEPTH S TO 6' 2185" 3 TO 5 1 30 6 TO 9 14 42 ly T012 16 46 r TO 12' 4.000" TO 5 14 38 6 TO 9 1 4 16 TO 12 180 1 46 BOTTOM RAIL OR TENSION WIRE, AS SPECIFIED LINE AND TERMINAL POSTS FABRIC HEIGHT TYPE POST "A" DIAM "B" DEPTH "C" I EMBE 6'-0" TO 9'-0" LNE 12 38 Nk 12 38 "A" 6-FOOT CHAIN LINK FENCE FOR SITE PERIMETER NOT TO SCALE DETAILS SITE PLAN D IREcTV — WINCHESTER TELEVISION TRANSMISSION FACILITY 260 SHADY ELM RD., FREDERICK COUNTY, SHAWNEE MAGISTERIAL DISTRICT P.I.N. 63-A-58A JOB NUMBER 23001.10 SHEET REFERENCE NO. vr, C-7 SHEET g OF � 8 (__7__DUMPSTER PLAN VIEW �-8NOT TO SCALE Z 18„ 1 /2" CHAMFER FULL PERIMETER FINISHED GRADE 4- #4 REBAR ONE EACH CORNER 4- #3 TIES ASTM 615, GRADE 40 OK 60 3000 PSI 28 DAY CONCRETE WITH 2" MAX. AGGREGATE --"----ENING S _ET. FOOTING ELEVATION FOR CORNER PIERS NOT TO SCALE 6" DIA. PAINTED STEEL PIPE FILLED WITH CONC. (3000 PSI) CONC. FOOTING (3000 PSI) 18" 9 BOLLARD C-8 NOT TO SCALE 4 1 2 T��I—tIi1411=�� ITT=-111_i�l 3 O8" 4000 PSI CONCRETE (AIR ENTRAINED) 4" GRAVEL SUBBASE 0 COMPACTED SUBGRADE O6"x 12" 7/7 WELDED WIRE FABRIC C ONCRFTF DUMPSTER PAD NOT TO SCALE �RVANTES & ASSOCIATES, P.C. NGINEERS - PLANNERS - SURVEYORS 3541 CHAIN BRIDGE ROAD, SUITE 7 FAIRFAX, VA. 22030 (703) 691-4114 18"X18"X3" MASONRY COLUMN CAP i 7.5" 4" 6" ENCLOSURE SCREENING PLAN VIEW NOT TO SCALE DUMPSTER ENCLOSURE ELEVATION NOT TO SCALE _ 4" R2" a�A 1 R " PE - a" 6 '"X4" PRESSURE REATED "X6"X8' FINISH ;EDAR N0.1 (TYP) SPLIT FACE CONCRETE BLOCK (8"X16"X4" DEPTH) SHADE 2 (DARKER OF 2 SHADES) 16"X16" CORNER PIERS R2" WILL BE ALLOWED WITH CURB AND GUTTER. 4" �—I I-- CLASS A3 CONCRETE PER J3000 PSI 28 DAY CONCRETE WITH THE BOTTOM OF THE CURB AND 2" MAX. AGGREGATE GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUB SURFACE COURSES PROVIDED A REVERSED CURB & GUTTER (ONLY MIN. DEPTH OF 7" IS TO BE USED ON PARKING LOTS) MAINTAINED. CG— 6 R CG-6 STANDARD CURB AND GUTTER CURB AND GUTTER DETAILS NOT TO SCALE NO. REVISIONS BY DATE 1 REVISIONS TO RESPOND TO REVIEW COMMENTS REB 3/21 /03 2 REVISIONS TO RESPOND TO REVIEW COMMENTS REB 4/01 /03 PREPARED UNDER THE SUPERVISION OF: 0111012H opirk.a A U RICm E BI JR 0 561 '`� I DESIGNED R.E.B. CHECKED SCALE AS SHOWN DRAWN R.E.B. DATE 2-20-03 REF. CENTER OF DITCH VARIES LIMITS OF ASPHALT SURFACE POINT OF FINISH GRADE 1 /4�1> BASE COURSE BM-25.0-3" 2" TOP COURSE 1/4" ASPHALT (SM 12.5A) CONCRETE SURFACE 21 A SUBBASE-8" NOTE: * GENERALLY 4" SLOPE PER FOOT MINIMUM, BUT SEE GRADING PLAN FOR SWALE SLOPES. TYPICAL SECTION FOR TWO-LANE DRIVEWAY WITHOUT CURB & GUTTER NOT TO SCALE REVISED 7/'01 CG-12A 4' 5'-0" 5`0.., MIN MIN, PERMISSIBLE 1 _ _ CONSTRUCTI i 6' i i.i 1 1 A TANGENT PLAN CROSSWALK CROSSWALK TYPICAL PLACEMENT AT INTERSECTION WITHIN CROSSWALK y C 1 JOINT 7" WHERE STD.CG-3 OR CG-7 IS USED,, STD CG-2 6" OR, CG_s 24 1--� 12.1/ MAX. SECTION A -A. # 5 DOWELS, 8" LONG 0 '12" C-C, SECTION, B--B 48:1 MAX,. PERMISSIBLE CONSTRUCTION JOINT 9 w oe LIMITS OF EXPOSED: AGGREGATE SIDEWALK ACCESSIBLE ROUTE IS DEFINED AS A CONTINUOUS UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN .BE. APPROACHED, ENTERED AND USED BY PERSONS WITH MOBILITY IMPAIRMENTS. ^' T I NOTES THIS DESIGN TO BE USED FOR CONSTRUCTION THAT INCORPORATES WIDER SIDEWALK. LANDING (48" WIDE) CROSSWALK REQUIRED AT TOP. OF CURB RAMP. MINIMUM CURB RAMP LENGTH $" FOR NEW CONSTRUCTION, 6" FOR ALTERATIONS. CURB RAMP FLOOR: TO BE CLASS A-3: CONCRETE (CLASS..A-4 IF PRECAST) WITH SLIP RESISTANT INTEGRAL DETECTABLE WARNING SURFACE COVERING THE ENTIRE WIDTH OF THE, RAMP FLOOR (RAMP FLOOR MAY BE _ PRECAST OR CAST IN PLACE), THE DETECTABLE WARNING SHALL BE PROVIDED BY AN EXPOSED AGGREGATE (j FINISH. RAMP SHALT. NOT EXCEED A MAXIMUM SLOPE OF 12:1; cx ossWnLu I I SLOPING G q F R P Y SIDES, O CURB RAM MAY POURED M N BE OU ED O ITHI Y WIT . _ _ OL CAi,L H. RAMP FLOOR OR BY USING ((.. PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. TYPICAL PLACEMENT IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED AT INTERSECTION It7ES CAN BE CAST IN PLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR, PRECAST CONCRETE SHALL WITHIN CROSSWALK BE CLASS A-4. REQUIRED BARS ARE TO BE NO. 5 X 8" PLACED I' CENTER TO CENTER ALONG BOTH SIDES OF THE RAMP i :ITHBUFFER 1r'V T IP S R } - FLOOR, MID DEPTH QF RAMP FLOOR. MINIMUM CONCRETE COVER CURB RAMPS WILL BE MEASURED AND PAID FOR AT THE CONTRACT UNIT PRICES FOR HYDRAULIC CEMENT CONCRETE SIDEWALK AND EXPOSER AGGREGATE SIDEWALK, COMPLETE -IN -PLACE. CURBICURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO TO CURB RAMPS ARE INCLUDED IN PAYMENT FOR CURB/CURB AND GUTTER. WHEN USED IN CONJUNCTION WITH STANDARD :CG-3 OR CG:-7, THE .CURB FACE ON THIS >STANDARD IS TO BE ADJUSTED TO MATCH THE MOUNTABLE CURB AND: CONFIGURATION. I CURB RAMPS ARE TO BE LOCATED AS SHOWN CN THE PLANS OR AS DIRECTED BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER AN ACCESSABLE ROUTE 91 WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED, OR NONEXISTENT, THEY MUST BE LOCATED. WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECT DIACONAL VARIATIONa BY HE ENGINEER, AND SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES. EXISTING LIGHT POLES, FIRE HYDRANTS, DROP: INLETS, ETC.. WILL. ALSO AFFECT PLACEMENT`. PERPENDICULAR CURB RAMP SPECIFICATION REFERENCE (ACCESS FOR MOSILITY IMPAIRMENTS 105 502 205 IIIRGINIA DEPARTMENT OF TRANSPORTATION. 30 PREPARED FOR * CONTRACT PURCHASER OWNER & DEVELOPER D IRECTV OPERATIONS, CENTRAL COCA —COLA INC. BOTTLING CO., INC. P.O. BOX 915 P.O. BOX 27887 EL SEGUNDO, CA. 90245 RICHMOND, VA. 23261 (310) 964-8075 (804) 359-3759 CONTRACT SETTLEMENT DATE: 03/05/2003 DETAILS SITE PLAN DIREcTV — WINCHESTER TELEVISION TRANSMISSION FACILITY 260 SHADY ELM RD., FREDERICK COUNTY, VA. SHAWNEE MAGISTERIAL DISTRICT P.I.N. 63-A-58A JOB NUMBER 23001.10 SHEET REFERENCE NO. C-8 SHEET 1 0 OF 18 STANDARD stone concrete thrust block general backfilt (see note) ncret select babkfill e note) 0,13_ 9 general backfili Ise,e note) general backfill I' select ba€..kfill ae note) ee 112 O.D. CONCRETE ARCH gemral: backlijj �5 24" select backfifl (see mate; l concrete CONCRETE ENCASEMENT ENT" NOTE- To be compacted to 95% of ASTM D698 maximurn density. trench width as required 6' dia. schedule pipe filled with and painte 3' BOLLARD DETAIL direction of setting to be approved prior to installation pad 1w sq. x 6' deep I screw type i- adjustable valve box .�` Y� r- locator marker mechanical joint swivel tee with 6' branch FIRE HYDRANT ASSEMBLY Figure 9 form board trench � 6,rnirt€mum# machine excavation 5 p a� } <<:'e��:•S j }y rout i e e}�nsavation fir fit iu gate vale '`- gate vtslve trench ba ttofn & boxes `` undisturbed earth --� box stone bedding TEE,E, OR PLUS TYPICAL SECTION In lieu of woad forming the fitting may be wIrap€aed with *denotes hand excavation pglyethylene, and the concrete poured to cOmPletely surround 'Ca = 12' min. for 19' and smiler pipe the fitting and against undisturbed soil. The t ing dimensions 'D' = 18' main- for 12' thru 2T pipe against undisturbr d so shall remain as shown, see chart below for A, 8, C dimensions, CONCRETE DIMENSION FORH4�R DNT�L THRUST BLOCKS Pipe Ilia. Plugs, v }es & T ees 11 1141 and 22 1;'21 lends 46° and 90, Bends _. A 8 C A 8 C C 1 1'-Lv t -1 1`-�v tq3 i3- 9-91 1'-� i9 T ° 29'-X i8' i Sf € e 3"t9 g`9. i ` 6L 3 l-W m 6-9. 1 � 7 1'-9 p ; CY-`9a `2L6 12" 11- 1' i 2' ' 1° 1' f'-T 2-0* 11-01 31-0" ° 14' 2-4� 3' E ' " 1 E_3,' 1 -0' 1'-6' 2-6' 1 `-0' 4`-3" f 16'' 2-3' 1-6' T- 1'-f 1`-1Y 2'-0' 2'-9' 1'-0' 4'-6' 13' 2'--Sw 11_3g T-9" 1'-6- l' 2 -t ' 3°-T 11_3' 4'_T ? 2-g 1'-� 4'-W 1'- 1'-T Z_T 3e_T 1' 5' 11 114'' THRU 900 BEND galv,n rods over fht ngs and x embedded in concrete thrust blocks. �« « r .'J -:. FITiI SIZE ROD Sl gQ_ROIDS E l3EQ14 T 12' & LESS6 ? 30. 14' - 20' 8 2 Concrete '' I"iltirig ilol nine of tbr€I t t�bck'on cry. d. VERTICAL BENDS ` ` Lvr size 11-tf4� 22_t=2` 45° ' stone bedding 1- r 8. 1.1 2.3 1.8 3-7 THRUST BLOCKS FOR VERTICAL 12' 1.2 2.8 5.5 UP BENDS SHALL BE THE SAME 14' 3.5 1.7 3.9 7_6 AS FOR HORIZONTAL BENDS- 16 0.9 2.3 5A - 18$ 1 A 3.2 6.3 - 211" 2.2 4.5 7.8 m �ry O NCR THRUST BLOCKING Figure 2 concrete pad' i'-e' sq. x 6' deep 4" stone---� I screw type adjustable valve box 36' min. location marker stone valve megalugged megalugs to main block 18" to 24" 815c 8'x 16" solid block (for valves 12" and larger) GATE VALVE Figure 8 NO. REVISIONS BY DATE 1 REVISIONS TO RESPOND TO REVIEW COMMENTS REB 3/21 /03 2 REVISIONS TO RESPOND TO REVIEW COMMENTS REB 4/01 /03 RVANTES & ASSOCIATES, P.C. NGINEERS • PLANNERS • SURVEYORS 3541 CHAIN BRIDGE ROAD, SUITE 7 FAIRFAX, VA. 22030 (703) 691-4114 Note: this detail is also used for butterfly valves METER SIZE METER BOX METER BOX COVER 5f8'x314' or 2'4" 18 in. Dia. Non -Traffic M3 -i Traffic A321• H - T 1' 24 in. €pia. Pam-TrafficMC- (Frame)'WITH RM1L-1-T op Ud) Trafl� MC (Frame) WITH f�i��t 1 2-T (Top Ldl varies as required corporation� Stop 3' stone bedding surrounding box B I W midi. 4 0 T min. t type K Mapper tutting, continuous Without joints from maiwater Main n to meter METER SETTING PARTS line I size meter size ybko angle yoke ball valve angle check vale;e experksion wheel 1' 5f8"x3}4" Y502 BA84--224W HHC 1-323-Tit & C84-34 EC--23 314s BA91-323W 34 34x HHCA91-323-T.' 4-34' EC-23 Y5i4 BA 4�'V 44 HHCA94444-Tyr EC' e treated 2"x 4" with top 60 painted blue meter cover set 2' above T —fin, grade 0or to sodding 18, trai ter j by' F.C.S;A. meter box angle k valve f drain valve ae yoke n�gj valve `v I� 1t. 6' st ne bedding curb & gutter Street . B r 14 to Irk ot::::::', ' INSTALLATION NOTES.sidewalk 1. Exact location ofmeter box assembly bsa to be approved prior to installation, 2- Water service crossing street small be ` 131 encased in Y this. SCH40 PVC or � 99yy' .... ..... ::. SDR21 piping. The piping shall run fturn one foot beyond sidewalk, across the street, to i foot beyond sidewalk. . .::::..::: :;_:> ;':::::•: 1" X 1' TEE fT444-444 DUAL METIER IN TALL AT'ION /8"X3/4", tf4" 7" METER INSTALLATION Figure PREPARED UNDER THE SUPERVISION OF: DESIGNED R.E.B. CHECKED SCALE AS SHOWN DRAWN R.E.B. DATE 2-20-03 REF. PREPARED FOR CONTRACT PURCHASER OWNER & DEVELOPER DIRECTV OPERATIONS, CENTRAL COCA -COLA INC. BOTTLING CO., INC. P.O. BOX 915 P.O. BOX 27887 EL SEGUNDO, CA. 90245 RICHMOND, VA. 23261 (310) 964-8075 (804) 359-3759 * CONTRACT SETTLEMENT DATE: 03/05/2003 treated 2' x 4' oost w top 6' painted green concrete sle pad 18'X 16Rx 6' p property fine lid marked sewer 1 � finished grade— � 1 ,� I 4g stone I roadway lox 2' elf valve with t � T square operating nut min - type K sops-- �F fosrce i MIP I paa, joint main couplir saddle z* 'p� 7RP ' pa€k. joint St 11 (6 ft. min.) sty coupling solvent weld cap nags box by Tyler Pipe fie no. 14:3 R adjustable- 36' to 4 treaded spat; adjustrnent on lid marked- sir E. 2' ooerating i on 2" ball vafa brick DETAILS SITE PLAN DIREcTV — WINCHEIDTER TELEVISION TRANSMISSION FACILITY 260 SHADY ELM RD., FREDERICK COUNTY, VA. SHAWNEE MAGISTERIAL DISTRICT P.I.N. 63-A-58A JOB NUMBER 23001.10 SHEET REFERENCE N0. C- 8A SHEET 1 1 OF 18 GREENLEE' SillsaaN OOoes(snK Eednnled aheminun, ' • • " ♦ REVISED / iV 1!@ H T t M d wrs wet}, ant .relier3iom haNles.11 door ,� .. hinged wnh ,winded aiumrwm darol (taan Sewellne --"•c`+S P� 's'' ^!Mg911R ) 3" CA x STANC25(P xM k�3 tR�st s um' moi wVh 314^ • T tt z y f s Per char) -larks. by.a set xa•eev licariar� - lip indtvidixttty r�arwvaWr.Asssudil,• neounw to die- - � NPSf` WAre mrunt•Whttt�And internal .. "Y t s$ ,ri'-,tr•c.:. . Cast door fame hales. Caution: Not reaorn• gerund fag aeces i41e tlarwgh haul @tale. •; •:.- € � y rornded for ymund-mcrueeed iixnxes in randd- +4vaiFabte in standard Nnislres. I pone areasAvaihWe in standard finishes. + CLARE SHIELD (GS):Foeitied 16 ga. steel. WL kill (rD D >K STREET APPROACH SAME S0Ir S I Ktuntswdie-ustd«rriramoholes and mav a<'. WALL MOUNT (WMkAlorninummo4mm�g (RADIUS TO BE AS i 4'„... SURE -ACING AS MAINLINE olyrnr pion. iplate apcstcaandard4"aaagol s rx �'�. SHOWN ON. PLANS) ;SIIIEWAL4t A.s, ROADWAY be used with P harnte Shic9d ot (� (� f I �_ �;_." 0 0 t (12ADIU. . 1. AS. Available in standard finishes. ens fooume ahreads un mo Ge, l t 1. A4ibhieinstendardrnashes. 4 ----------------------�'---- SHOWN ON PLANSI �2•.. WVS1 POLYCArRONATT SkNE#.t9 (P5k Itg• clear r ® AD ST'D CG-12 I� R . IAL COMBINA . ON B. l ,CJJment�aats;,uvstatxAaed,dreerndormsdPalyrar , 4„ iwnate:P4ourt wdle.-cot41frame. (PT) utOne ce "` �� CURB AND GUTT fP PDSTTOPAOAPTOR "Will.hales, l be USA wsdr Glare Shield aces sswy. - cast aAemtnurn -- tnauntz on •k welt 7 � > --7;ip'- � Cautwn:ilse onk When, wnaxGsm Isantigpaa w�--'"'"'J r�,p,n {k3/g" Ct11x 2-112'rntrr.l�th i>r �- � � General Applicatwns Operational Information � n�` — lfi S --� ed. Useful IHe is limited by W dismloration hi r"ire tenon (2-71t3' S10 x }-IIT nrin, ! ---------------, r ffam stmllght. HPS or Pil-f Wta:{ss letcgrh). F neturt fllreads into adapmar and � The 517�', efficiency and Operating Motor F.. dua4tes u pa@e..vitb al&wr. ter s,�ws: Post UN ION eax economy Of the GP 2010 make d your 1 HP, 1,725 RPM, high torque, capacitor- , r.. , ,� tal CLASS A3 • ter. , D ;ts • �• p,• AncHrriCfUrealLJ ZT Usk ToPAdaPuralbvrsmaunY+rJafatnarroro 4 SIDEWALK i 'tt I W (ii.E:S:) �. ' ts.• ts. -- E'T Cast ah rruni body and Amded nr.td'U'R a ft<ru �:s anti 3d[r- @untzomal adlastmencbest choice for single dwellln9s Start, therPllalfy prOteCted, 120/240 V ffiQ Fe.MWA0-f"4l OW Ie i4 t t. enssee one•liieee EPCH mver sf �t lrwer ml G .s , t-! OPTIONrn�TIAOAnapTon(rA). Data waterfront property, subdivision Hz one phase I I sn I EL011V L►1VEgravml sa•rx prcrrided. It9" NPSM fodrere nrauntvmh sealing lad notand twn 1 ?" NPSM a@umYuxn pPu"educer adapts 3k'p e threaddevelopmerrts and marinas. The GP :. rlw$. ...... _ for conduit eut ies. nor abi grade irtnailation N =_==- (r-stem} w In' tlaa eaa (by others). 2010 is ideal suited for both new and Inlet Connections o I. let o dx nwdab& a siaedata fiiihcs. existing communities. 4' ingrommet standard for Illpipe. EXPANSION JOINT .� EXPANSION JOINT. a. TM" Other inlet configurations available frorP> % ,,, I - Features the factory. ----- ---- NOTE WIDTH i'B' '-0' OR. AS MAINLINE ROADWAY' SECTION C C c SHOWN ON TYF�iCAL SECTION. Imo(:. ._ The GP201Q grinder Pump is a complete Discharge Connections t �; 'wail unit that includes. the grinder pump, Pump discharge terminates in 1-1/4` NPT ROAN VIEW check valve, HDPE (high density female thread. Can easily be adapted to fi' i 5 - t polyethylene) tank and controls. The 1-1/4" PVC pipe or any other material 40 oto*Wwoft_ SLS - .�.=,:,.-�;j' - � ) GP2010 is packaged into a single required by local codes. enz*+trr complete unit, r for installation. x CONSTRUCT GRADE CHANGES WITH A PARABOLIC CURVE. 00",�. eft( MOUNTING ���, : Stallt�an � �' Discharge" � mount All solids are ground into fine particles, 15 gpm at 0 allowing them to easily through the Psi9 WHEN THE ENTRANCE RADIICANNOT ACCOMMODATE � a n9 � ty u9 11 gpm at 40 psig THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY 1 . pump, check valve, and small diameter TRUCK TRAFFIC. THE DEPTH FOR SIDEWALK & CURB t 9 m at 60 i 10' PARABOLIC CURVE RAMPS WITHIN THE LIMITS OF THE RADIISHOULD BE r � pipe lines. Even objects that are not 9P Ps 9 ty 9 EDGE .OF SHOULDER OR D I " : normal found in e, such as LOP CHANGE OPTIONALINCREASED TO a't "�: plastic, rubber, fiber, wood, etc. are Overload Capacity .OPTIONAL F.L.OW LINE g 'c�fs L aka• S(tita - -. �1. ."1 � Irourof NX. i Ap ground into fine particles. The maximum pressure that the pump WHEN :ST'D. CG-11 IS USED FOR ENTRANCES BUILT u_ �li '. m:; MAINLINE ROADWAY - - -;_. _ �.: y._ --D IN CONJUNCTION WITH V T p t7xher. _ . (, n. , a , can generate IS limited the motor DO ROJECT$, PLEASE _ � � The 1-1/4 Inch discharge connection Is characteristics. The motor generates a 8 MAX, - - NOTE TIME FOLLOWING, a w�sl adaptable to a piping materials, pressure well below the rating of the D P� nYPW 9 SLOPE CHANGE ~��"""•` �. • I thereby allowing us to meet your local i and appurtenances. The 40` �dIN. FOR STREET `)i.`r;.' MAINLINE PAVEMENT SHALL BE CONSTRUCTED I 1 a code requirements. piping se W44 Ill I ( - 5)WN, . 0' DESiRABi, FOR C MM R a D TO THE R!W LINE (EXCEPT ANY SUBGRADE Milli, automatic reset feature does not require CONNECTION STABILIZATION REQUIRED FOR MAINLINE "K Ill VAN" WXd The tank is made of tough corrosion manual operation following overload. ENTRANCE E G THE PAVEMENT ENTRANCE.): CAN BE OMITTED IN � T resistant Hl The optimum tank capacity of 70 gallons is based upon SECTION A - A. 400 's computer studies of water usage RADIAL CURB OR COMBINATION CURB e t patterns. Asingle GP 2010 can AND GUTTER SHALL NOT BE CONSTRUCTED GUIDELINES. FOR GRADE CHANGE D BEYOND THE R/W LINE EXCEPT FOR k ' I I accommodate the sewage flow from two Twill g REPLACEMENT PURPOSES. to a @ single #amity homes or 700 gallons per Ill I T 11141l - FRONT SIGN GROUND MOUNT LIGHT IT � day. WHEN USED IN CONJUNCTION WITH STANDARD The internal check valve assembly, ENTRANCE VOLUME DESIRABLE MAXIMUM STANDARD OR CG-7, THE CURB FACE ON THIS @ .:. ��� - - STANDARD IS .TO BE ADJUSTED TO MATCH. THE located in the Grinder Pump, is custom MDUNTABLE CURB CONFIGURATION.. designed for non clog, trouble free HIGH (MORE THAN 150o YI'k 2 p :x. . :x operation. MEDIUM (500:#500. VPD) SEE STANDARD CG-1' ' r FOR CURB RAMP DESIGN IftA Ill Patent Numbers: 5,752,315 5,562,254 3: S %: T t � I � 1 OBE USED W[Tf-I THIS STANDARD, 1 i t 5.439,180 The Grinder Pump is automatically 9 activated. it LOW iLESS THAN.:50O VPD) 5 6 X 8 ', PLANS. ARE TO INIJICATE WHEN CONSTRUCTION. OF � ' PERIMETER POLE LIGHT 2 0 MOUNT °�'� �` lass through check very FLOWDRAINAGE LINE IS REQUIRED TO PROVIDE POSITIVE � valve, which' mal. short periods. The annual allergy pRAINAGiw ACROSS THE ENTRANCE, consumption is typically that of a 40 watt OPTIONAL FLOWLINE MAY REQUIRE WARPING OF A w� tell Unitt bulb. PORTION :OF GUTTER TO PRECLUDE PONDING OF WATER.. ' ,� Ferri in USA, ors Recycled Paper � BUnits are available for indoor and outdoor )' An � m _ ... ......-.._. A1346P01 Rev. , 1/99 . installations. Outdoor units are designed amilit to accommodate a wire range of depths. Tim Ono -Vowaw Twow 7WOMW " SANITARY LIFT STATION, A T O N, INSTALLED I N SPECIFICATION � REFERENCE METHOD OF TREATMENT - CONNECTION FOR STREET INTERSECTIGN.S THE BUILDING. N- 502 AND COMMERCIAL ENTRANCE'S VIIRGINI . DEPARTMENT �x OF TRANSPORTATION 203:04 OUIDOM NO. REVISIONS BY DATE PREPARED UNDER THE SUPERVISION OF: 1 REVISIONS TO RESPOND TO REVIEW COMMENTS REB 3/21 /03 2 REVISIONS TO RESPOND TO REVIEW COMMENTS REB 4/01 /03 RVANTES & ASSOCIATES, P.C. jo MM E NGINEERS • PLANNERS • SURVEYORS �U ' 3541 CHAIN BRIDGE ROAD, SUITE 7 ;1� s ii FAIRFAX, VA. 22030 �� (703) 691-4114 DESIGNED R.E.B. CHECKED SCALE AS SHOWN _ DRAWN R.E.B. DATE 2-20-03 REF. PREPARED FOR CONTRACT PURCHASER & DEVELOPER D IRECTV OPERATIONS, INC. P.O. BOX 915 EL SEGUNDO, CA. 90245 (310) 964-8075 OWNER CENTRAL COCA -COLA BOTTLING CO., INC. P.O. BOX 27887 RICHMOND, VA. 23261 (804) 359-3759 * CONTRACT SETTLEMENT DATE: 03/05/2003 DETAILS I JOB NUMBER SITE PLAN 23001.10 DIREcTV — WINCHESTER SHEET REFERENCE N0. TELEVISION TRANSMISSION FACILITY 260 SHADY ELM RD., FREDERICK COUNTY, VA. C_ gg SHAWNEE MAGISTERIAL DISTRICT P.I.N. 63-A-58A SHEET 20F 18 x X/ x x x x i i x 0 00 00 -� 00 0 x l I I x 180 SQ.FT. INTERIOI / ! PARKING LO ni AKI-r]nit- nDE'nl -- 20—IS / Mr-uulKLu LVLKGKEEN SCRE-K(NG FOR PARKING LOTS.) 5—QR (5 OF 6 REQUIRED PERIMETER PARKING LOT nTREES.) 40—IS" (REQUIRED EVERGREEN SCREENING FOR PARKING LOTS.) 4— LI �- i X X X— x SQ camf)---- 0 J GRASS w W / / w x i I I� ° 00'�0 00o °0 ' Q o o / / x 2-SIDED LIT ! o H YD 0 S E E E ° o 0 00 0 00 00 �` 00 00 W ' ADDRESS SIGN TU F MI �?�-)nV� J o 0 0 0 0° 00 9 4 �� ``' x X i W / LLJ W 1 THE 6 REQUIRED REQUIRED INTERIONG R 4 IN T SHAIDE TBEOT TREES. / ++ ES. I w ENKAMAT OVER W 1 SUPPLEMENTAL TR R AEST C SYMMETR�.� / x W W GRAVEL W. W. — — W W W W W - HYDROSEEDED W W TURF MIX x \ W � w x \ 0 4—CL �96 �' x \ (REQUIRED EVERGREEr�SCREENIN OF UTILITIES AND DUER ENCLO URE.) x -7g4 I w r � >9 (( �\JJ d I \l W a a W / JPARKING LOT LANDS -S W a W W x 1r I 2—LI a (SUPPLEMENTAL LANDSCAPE 5.) PARKING LOT LANDSCAPING CALCULATIONS: 6.) CALCULATION SHOWING PERCENTAGE OF PROPERTY TO BE 4 MATERIAL FOR S�ASONAL A) REQUIRED PERIMETER PARKING LOT SHADE TREES: LANDSCAPED: INTEREST.) A x � PERIMETER OF PARKING LOT = 240 LIN.FT. OF CURBII PROPOSED AREA OF LANDSCAPE TREATMENT: ° APPROXIMATELY = 3.86 ACRES � \ 240 LIN.FT. AT A RATIO OF 1 TREE 40 LINEAR FEET. — / THIS CALCULATION INCLUDES THE AREA WITHIN 6 TREES REQUIRED. PROPOSED PERIMETER PARKING LOT TREES = 6 TREES. THE PROPOSED SECURITY x FENCE, AND THE FRONT YARD SETBACK AREA B) REQUIRED INTERIOR PARKING LOT TREES BETWEEN THAT FENCE AND THE PUBLIC STREET — REQUIREMENT OF 1 TREE MINIMUM / 10 PARKING RIGHT—OF—WAY. THIS IS THE PROPOSED AREA TO BE _ LANDSCAPED. x — — 5PSPACES AT THE ABOVE RATIO YIELDS = 1 TREE TOTAL. LOT AREA = 8.79 ACRES _ — PROPOSED INTERIOR PARKING LOT SHADE TREES = PERCENTAGE = APPROXIMATELY 43.5 % OF TOTAL SITE TO VEGO x J x xBE LANDSCAPED, OR IMPROVED BY CONSTRUCTED �l��x,DExx _0� 1 TRE E x � x _____ x — x x DEVELOPMENT. x x — x — - _ C) REQUIRED INTERIOR PARKING LOT LANDSCAPE AREA THE REMAINING PORTION OF THE PROPERTY WILL x x x x --- x ' _ — REQUIREMENT FOR 5% OF PARKING LOT AREA TO BE REMAIN IN ITS NATURAL STATE WITH MINIMUM DESIGNATED AS PLANTING AREA FOR INTERIOR MAINTENANCE, AND ACCORDINGLY IS NOT INCLUDED :.r 3 — PARKING LOT SHADE TREES. IN THIS LANDSCAPE PLAN. 3 PROPOSED PARKING LOT AREA = 3,049 SQ. FT. 3 3 3 5% OF PARKING LOT AREA = 152.45 SQ.FT. �f 3 3 PROPOSED INTERIOR LANDSCAPE AREA = 360 SQ.FT PROPOSED TWO PLANTING AREAS (10'X18') O PROPOSED AREA EXCEEDS THE REQUIREMENT. NO. REVISIONS BY DATE 1 REVISIONS TO RESPOND TO REVIEW COMMENTS REB 3/21 /03 2 REVISIONS TO RESPOND TO REVIEW COMMENTS REB 4/01 /03 RVANTES & ASSOCIATES, P.C. NGINEERS • PLANNERS • SURVEYORS 3541 CHAIN BRIDGE ROAD, SUITE 7 FAIRFAX, VA. 22030 (703) 691-4114 PREPARED UNDER THE SUPERVISION OF: 1ods T8 OFF oo j p mcm E YIE x U o14 r,0 DESIGNED R.E.B.CHECKEDSCALE AS SHOWN DRAWN R.E.B. DATE 2-20-03 REF. PREPARED FOR �c CONTRACT PURCHASER OWNER & DEVELOPER D IRECTV OPERATIONS, CENTRAL COCA —COLA INC. BOTTLING CO., INC. P.O. BOX 915 P.O. BOX 27887 EL SEGUNDO, CA. 90245 RICHMOND, VA. 23261 (310) 964-8075 (804) 359-3759 * CONTRACT SETTLEMENT DATE: 03/05/2003 \ y NUIE: ALL DISTURBED AREAS NOT OTHERWIS STABILIZED ARE TO BE HYROSEED PLANTED GRAPHIC SC' LE I I 0 20 0 1" = 20' LANDSCAPE PLAN roe NUMBER SITE PLAN 23001.10 DiREcTV — WINCHESTER SHEET REFERENCE NO. TELEVISION TRANSMISSION FACILITY 260 SHADY ELM RD., FREDERICK COUNTY, VA. L - 1 SHAWNEE MAGISTERIAL DISTRICT P.I.N. 63—A-58A SHEET 13 of 18 INSTALL WIRE THROUGH WIRE GUARD WIRE LOOP. TWIST TO TIGHTEN (3 PER TREE) CUT AND REMOVE LACING OFF TOP 1 /2 OF ROOTBALL. PULL BURLAP BACK TO EDGE OF BALL. REMOVE AS MUCH BURLAP AND LACING AS POSSIBLE. ALL SYNTHETIC FILM TO BE REMOVED. CUT ALL TWINE AWAY FROM TRUNK. TREE SHALL BEAR SAME RELATION TO FINISH GRADE AS IT BORE TO PREVIOUS FINISH GRADE IN NURSERY 3" OF MULCH, EXTEND OVER SAUCER SAUCER EXISTING GRADE 8" MOUND OF TAMPED SAND PRUNE TO CORRECT/IMPROVE FORM ONLY. PRUNE OUT ANY DEAD, BROKEN OR DISEASED BRANCHES LEAVING A CLEAN FLUSH CUT AND RETAINING SPECIES SHAPE. FOR BALLED AND BURLAPPED: CUT AND REMOVE LACING OFF TOP 1 /2 OF ROOTBALL. PULL BURLAP BACK TO EDGE OF BALL. REMOVE AS MUCH BURLAP AND LACING AS POSSIBLE. ALL SYNTHETIC FILM TO BE REMOVED. CUT ALL TWINE AWAY FROM TRUNK. FOR CONTAINER GROWN REMOVE PLANT FROM CONTAINER. USE SHARP BLADE TO MAKE 4 TO 5 CUTS THE LENGTH OF THE ROOT BALL. 8" MINIMUM DEPTH OF TAMPED PLANTING MIXTURE BELOW ROOTBALL. —000 NEVER CUT A LEADER PRUNE TO CORRECT/IMPROVE FORM ONLY. PRUNE BRANCHES TO IMPROVE STRUCTURE, DEAD, DAMAGED, DISEASED AND/OR CONFLICTING BRANCHES. IF SIDE BRANCHES ARE CUT TO BALANCE TREE, MAKE CUTS BACK TO A LATERAL BRANCH OR BUD. FINAL PRUNING TO BE DONE AFTER TREES IN PLACE. LOCATE WIRE GUARD ABOVE BRANCH TURNBUCKLE WOOD FLAG. SECURED TO WIRE WITH GALVANIZED STAPLES PLANTING MIXTURE ACCORDING TO SPECIFICATIONS 2"X2"X30" STAKE CUT SQUARE AT THE TOP AND NOTCHED AT THE SIDES TO HOLD WIRES ALTERNTE STAKING METHOD FOR LOOSE SOILS BY USING DEADMAN 6" DIA. 3'-0" LONG AND 2'-6" DEEP TREE PLANTING SCALE 1 /2" = V-0" - GU YI N G SHRUB SHALL BEAR SAME RELATION TO FINISH GRADE AS IT BORE TO PREVIOUS FINISH GRADE IN NURSERY 3" OF MULCH EXTEND OVER SAUCER SAUCER EXISTING GRADE TAMPED PLANTING MIXTURE ACCORDING TO SPECIFICATIONS SHRUB PLANTING - BALLED AND BURLAPPED OR CONTAINER SCALE 1" = 1'—O" PANT SCHEDULE SYMBOL QTY BOTANICAL NAME COMMON NAME CALIPER SIZE ROOT TRFFS CL 7 CUPRESSOCYPARIS LEYLANDII LEYLAND CYPRESS 10' - 12' HT. B&B IS 60 ILEX GLABRA 'SHAMROCK' DWARF SHAMROCK INKBERRY 2.5' O.C. 3' - 3 1 2' HT. B&B LI 8 LAGERSTROEMIA INDICA 'CENTENNIAL SPIRIT' CRAPE MYRTLE MULTI -STEM 8' - 10' HT. B&B PR 3 PYRUS CALLERYANA 'REDSPIRE' REDSPIRE PEAR 3- 3 1 2 IN 10' - 12' HT. B&B OR 5 OUERCUS BOREALIS RUBRA NORTHERN RED OAK 3- 3 1 2 IN 13' - 15' HT. B&B WIRE GUARD WIRE LOOP TWIST TO TIGHTEN TWIST WIRE. BEND DOWN ON STAKE STAINED STAKE. NOTCHED AT THE SIDES TO HOLD WIRES. 2"X2"X8'—O" LONG STAKE CL AT THE TOP TO A LEVEL OF WIRE AFTER INSTALLATION ( SPACED 120" APART). STAKE ABOVE GROUND 5'-6" OR 3" OF MULCH, EX_ OVER SAUCER 8" MOUND OF TAMPED SANC CUT AND REMOVE LACING OFF TOP 1 /2 OF ROOTBALL. PULL BURLAP BACK TO EDGE OF BALL. (REMOVE AS MUCH BURLAP AND LACING AS POSSIBLE. ALL SYNTHETIC FILM TO BE REMOVED. CUT ALL TWINE AWAY FROM TRUNK. NEVER CUT A LEADER PRUNE TO CORRECT/IMPROVE FORM ONLY. PRUNE BRANCHES TO IMPROVE STRUCTURE, DEAD, DAMAGED, DISEASED AND/OR CONFLICTING BRANCHES. IF SIDE BRANCHES ARE CUT TO BALANCE TREE, MAKE CUTS BACK TO A LATERAL BRANCH OR BUD. FINAL PRUNING TO BE DONE AFTER TREES IN PLACE. CUT AND REMOVE LACING OFF TOP 1 /2 OF ROOTBALL. PULL BURLAP BACK TO EDGE OF BALL. REMOVE AS MUCH BURLAP AND LACING AS POSSIBLE. ALL SYNTHETIC FILM TO BE REMOVED. CUT ALL TWINE AWAY FROM TRUNK. TREE SHALL BEAR SAME RELATION TO FINISH GRADE AS IT BORE TO PREVIOUS FINISH GRADE IN NURSERY PLANTING MIXTURE ACCORDING TO SPECIFICATIONS SAUCER EXISTING GRADE TREE PLANTING- STAKING SCALE 1 /2" = 1'-0" NOTE: WHEN GUYING TREES ON SLOPES PLACE TWO STAKES ON UPHILL SIDE AND ONE ON DOWNHILL SIDE 3" OF MULCH. EXTEND OVER SOIL BERM SET TOP OF BALL OR CROWN OF PLANT LEVEL WITH FINISH GRADE AT LOW SIDE OF HOLE MAKE A SOIL BERM IN FRONT FOR PLANTING ON SLOPES PLANTING MIXTURE ACCORDING TO SPECIFICATIONS DRAIN TRENCH CONSISTING OF PEA GRAVEL 12" DEEP AND 4" TO 6" WIDE CONTINUE UNTIL DAYLIGHTED 8" MOUND OF TAMPED SAND INSTALL (1) 4" PERFORATED PLASTIC PIPE WITH TOP 1 /2" ABOVE FINISH GRADE, LEAVING OPEN FOR WATERING AND DEWATERING TREE PLANTING - SLOPES > 3:1 SCALE 3/4" = V-0" NO. REVISIONS BY DATE PREPARED UNDER THE SUPERVISION OF: 1 REVISIONS TO RESPOND TO REVIEW COMMENTS REB 3/21 /03 RVANTES & ASSOCIATES, P. C. NGINEERS • PLANNERS • SURVEYORS 3541 CHAIN BRIDGE ROAD, SUITE 7 FAIRFAX, VA. 22030__ (703) 691-4114 'W•4"W 4�,A�'HOFyr 00 OK, c ,'HARD E U ; zlwlw �`i ` ' 2 REVISIONS TO RESPOND TO REVIEW COMMENTS REB 4/01 /03 DESIGNED R.E.B. ICHECKED SCALE AS SHOWN DRAWN R.E.B. JDATE 2-20-03 REF. REFINED PASTURE LANDSCAPE TREATMENT IT IS INTENDED THAT THE DISTURBED LAND WITHIN THE SECURITY FENCE, AND THE AREA BETWEEN SHADY ELM ROAD AND THE SECURITY FENCE WILL BE HYDRO -SEEDED WITH A FESCUE BLEND, LOW MAINTENANCE, TURF, PRIOR TO JOB COMPLETION. IN AREAS THAT HAVE BEEN DISTURBED DURING THE CONSTRUCTION PROCESS THE FINISH GRADE NEEDS TO BE ESTABLISHED AS A SMOOTH MOW -ABLE SURFACE. IN AREAS THAT HAVE REMAINED UNDISTURBED DURING THE CONSTRUCTION PROCESS THE APPLICANT PROPOSES THE FOLLOWING: 1. PRESERVATION AND RETENTION OF ALL EXISTING SAPLINGS OF DECIDUOUS, INDIGENOUS SPECIES, THAT ARE IN GOOD HEALTH, OF ACCEPTABLE FORM, AND WITH A TRUNK CALIPER OF AT LEAST 1-INCH DIAMETER AT 36 INCHES ABOVE GRADE. 2. THESE SAPLINGS ARE TO BE PROTECTED FROM CLEARING AND MOWING OPERATIONS. 3. ALL OTHER WOODY PLANT MATERIAL SHALL BE REMOVED. 4. ALL PROPOSED TURF AREAS WILL NEED TO BE MOW -ABLE SURFACES, THEREFORE, WHERE NEEDED MINIMAL GRADING MAY BE PERFORMED TO ESTABLISH MOW -ABLE GRADES. 5. TURF AREAS SHALL BE MOWED, AS CLOSE TO GRADE AS POSSIBLE, IMMEDIATELY PRIOR TO OVER - SEEDING BY' HYDROSEEDER. PREPARED FOR CONTRACT PURCHASER OWNER & DEVELOPER D IRECTV OPERATIONS, CENTRAL COCA -COLA INC. BOTTLING CO., INC. P.O. BOX 915 P.O. BOX 27887 EL SEGUNDO, CA. 90245 RICHMOND, VA. 23261 (310) 964-8075 (804) 359-3759 CONTRACT SETTLEMENT DATE: 03/05/2003 LANDSCAPE DETAILS AND PLANT SCHEDULE SITE PLAN DIREcTV — WINCHESTER TELEVISION TRANSMISSION FACILITY 260 SHADY ELM RD., FREDERICK COUNTY, VA. SHAWNEE MAGISTERIAL DISTRICT P.I.N. 63-A-58A JOB NUMBER 23001.10 SHEET REFERENCE NO. L-2 SHEET 1 4 OF 18 / L D ❑D LOD — LOD ----- LOD LOD LOD /----- LOD� LOD D LOD LOD LOD --- LOD ---� LOD L_9D ' C1D - - --7-- - - - - - _ _ --� LOD ------ LOD LOD LOD LOD LOD -- Z--- w W� W� W� SSW SSF 7 -- SSF SSF SSF SSF SSF Sg�F ❑ W� w� J j -�---- wi wi W� Wj SS W WJ wi wi _ ' J NORTH AREA in SEDIMENT TRAP c' A \ ST r- SSF EXCAVATED AREA o 52' By 52 ' \ \ BOT TOM EL E V 78 in _ (y) A I \ - \ \ 1 � H J V / > Li Lfl$-'---- �-LCM _"ZOD_ - j ---'- wJ wJ - wi 15' WIDE OUTLET - w i - w LOD LflIJ ----- LOD LOD w w � w lZ L w CL A �t7 A w / TEMPORARY SEDIMENT TRAP i l / WET VOLUME REQUIRED: / NORTH TRAP 2.5 ACRES 167.5 CUYD 2, / 2. �2 �XCAVATE 1.5 FEET 2700 SQFT 1 SSF �OUTH TRAP 0.6 ACRES 40.2 CUYD w E CAVATE 1 FOOT 1025 SQFT. \ DIKE 4 FOOT WIDE AT TOP 1.5 FEET HIGH. �� \ \ OUTLET: I �,© w A (ID\ \ NORTH TRAP 2.5 TIMES 6 =15 FEET LENGTH �' �� 1 SOUTH TRAP 0.6 TIMES 6 = 4 FEET LENGTH (D w CLEAN OUT ELEVATION j �/ ❑A 00 NORTH TRAP: 9 INCHES OF SILK AT ELEVATION 788.25? T / \ � \ SOUTH TRAP 6 INCHES OF SILfi A ELEVATION 789.50 w / / \ LL_ A \J J \ ` '► 0000*10 a\ -c J A J ❑-I -= do- ao-i _____- LL03 QO-1 V RVANTES & ASSOCIATES, P.C. NGINEERS - PLANNERS • SURVEYORS 3541 CHAIN BRIDGE ROAD, SUITE 7 FAIRFAX, VA. 22030 (703) 691-4114 000000, / ��v� 000000 ' 17Z .00010 DENSE VEG. ,- -- 3 �- 3 _ 3 __ - 3 3 NO. REVISIONS BY DATE 1 REVISIONS TO RESPOND TO REVIEW COMMENTS REB 3/21 /03 2 REVISIONS TO RESPOND TO REVIEW COMMENTS REB 4/01 /03 3 3 3 3 PREPARED UNDER THE SUPERVISION OF: zzj'a;H 4t.� �v Ii�HARD EfiE 1 0 4 i IL AV DESIGNED R.E.B. CHECKED SCALE AS SHOWN DRAWN R.E.B. DATE 2-20-03 REF. PREPARED FOR �c CONTRACT PURCHASER OWNER & DEVELOPER D IRECTV OPERATIONS, CENTRAL COCA —COLA INC. BOTTLING CO., INC. P.O. BOX 915 P.O. BOX 27887 EL SEGUNDO, CA. 90245 RICHMOND, VA. 23261 (310) 964-8075 (804) 359-3759 CONTRACT SETTLEMENT DATE: 03/05/2003 � EX AVgTHV' RE3YBBOTOM7 9. , a OUTH AREA / EDIMENT TRAP ' WIDE OUTLET Ir❑ GRAPHIC !CAL 0 . .....mommommi EROSION &SEDIMENT CONTROL -PHASE 1 SITE PLAN DIREcTV — WINCHESTER TELEVISION TRANSMISSION FACILITY 260 SHADY ELM RD., FREDERICK COUNTY, VA. SHAWNEE MAGISTERIAL DISTRICT P.I.N. 63-A-58A JOB NUMBER 23001.10 SHEET REFERENCE NO. ES-1 SHEET 15 OF 18 OD LOD LOD L D — _ LOD ---- LOD LOD D — LOD _---- Lf7D/ - -LOD------ -- - = --- - - - X X -;=-.— X X X X x —-x_--_-- — x---- x x SSF SSF �-- SSF SSF EN x � — o ( o 0 0 0� o o x � \ X MAX. BLDG. HT. 2-5 FT. A / / FF=797.00 �I \Vl A I I I ov p 0 �oLLJ I O FF-797.00 Q FF=797.00 p0 n SAT. ANTENNA ° SAT. ANTENNA HT.=55FT. �� pQ HT.=55FT. z ix ❑ o oQ �o 0 00 0 0� �o 00 o p o p0 x j °max Lcl X . W. A \ W ENKAMAT OWR W ---- - GRAVEL W. X `>96 �c PROPANE TANK ❑o 00 Ix X�-- X --- A a0-1 W CONC. SWALE SURFACE CROSSING d A \q TOOL SHED NCLOSURE OR D` YPSTER REINF. CONC. REINF. CO C. SLAB SLAB (12'x10') (10'x10') SEE DETAIL \ 0000 SHEET -8. HT. = 10. HT. = LOD LOD LOD LOD SSA PROPO ED 6- HAI LINK FE CE X 111,00" —7/ �--7g 4 ' VEG. _PROPOSED 6- OOTXCHAIN LIXK F —X ��X X �IX a / — X — X _ X J.._ -- X i -- X 1117 — X x X -`- X Q0� 0 '3 J a0� — Q0� O� a0� �--- 3 3 3 3 �- NO. REVISIONS BY DATE 1 REVISIONS TO RESPOND TO REVIEW COMMENTS REB 3/21 /03 2 REVISIONS TO RESPOND TO REVIEW COMMENTS REB 4/01 /03 �RVANTES & ASSOCIATES, P.C. NGINEERS • PLANNERS • SURVEYORS 3541 CHAIN BRIDGE ROAD, SUITE 7 FAIRFAX, VA. 22030 (703) 691-4114 PREPARED UNDER THE SUPERVISION OF: /�¢$�a of fir`, 0 DESIGNED R.E.B. CHECKED SCALE AS SHOWN DRAWN R.E.B. DATE 2-20-03 REF. X, IT WIDE OUTLET tx 20 FOOT HIGH MOUNT SECURITY LIGHL& SERA ON POLE - _ X x -- - x — x x PREPARED FOR �c CONTRACT PURCHASER OWNER & DEVELOPER D IRECTV OPERATIONS, CENTRAL COCA —COLA INC. BOTTLING CO., INC. P.O. BOX 915 P.O. BOX 27887 EL SEGUNDO, CA. 90245 RICHMOND, VA. 23261 (310) 964-8075 (804) 359-3759 * CONTRACT SETTLEMENT DATE: 03/05/2003 2-SIDED LIT ADDRESS SIGN x SIGN HT. I= 4.2 LIGHT H�. = 1, X � X EX AVATED AREA 32BY 32' BOT OM E 789, ST N 191G Now -moo OUTH AREA EDIMENT TR� IP i WIDE OUTLET CG-6R r 0 rj r d �I GRAPHIC §CAL� � 0 20 � 40 �I 1"= 20' EROSION &SEDIMENT CONTROL PHASE 2 Boa NUMBER SITE PLAN 23001.10 DIREcTV — WINCHESTER SHEET REFERENCE N0. TELEVISION TRANSMISSION FACILITY 260 SHADY ELM RD., FREDERICK COUNTY, VA. ES- 2 SNAWNEE MAGISTERIAL DISTRICT P.I.N. 63—A-58A SHEETI6OF 18 CFOM LINK FEWCE WITH ONE LASER If FILTER FABRIC krTACHED TO IT 0. kox. 2.V' DIA- METAL FENCE POSTS CHAJN LINK FENCE - FILTEP FABRIC- - IN 42" uN TUPBED GROUND ELEVATION VIEW EMBED FILTER GROUND FABW YIwo GROuto - { IN BOTTOM Of 31, WOE TTREN(,'A KOM SE(__"TIO VIEW._. SUPER SILT FENCE WEE FENCItING, Chain fink fence aholt be 39` dtt e grade with 3" embedded for a Natal finhric avidth of 42". The post shall fre 42" above grode with 30" pieced below grade (without concrete) for a tottol length of 72". DOTES E. Chaffin 46k fence shall be fasteners sewrelly to fence poas with wire ties. 2. Filter fabric shaft be tostened securely to chain jjn-, fence with ties spored h rizontaify 24" ut the top and fni ection. .3- ,vsi,�-al properties of the filter fabric shall conform to the latest edition of HE VIRGINIA EROSION & SEDIMENT CONTROL RMt3 OI<. 4, Wheo two sections of filter fabric adjoin each a -her, the; shall be overlopped by 6x. 5_ lata€rtte"nce shoo be performed or, rs e�d and material shaft be removed when sediment bviid--vp reaches 50% of the height of the :sapper silt fence. See_ PLATIE NO. STD. T40, SUIFEP SILT F.NC:E NO SCA E. uSEE, SUPER SILT FENCE �♦ 5��f1�9R➢-f�` � h f CCy y� 5 �y����y�11 OR O 6r k"LM-,.OT-S L IWt��bt,.. l ° - iAr c ASw RPR . ... .. f CROSS SECTION OF OUTLET A l RIPRAP A F. tiMj AREA IN "" 4/_. AREA _ f t OUTLET PEISP'ETIVE VIEW) 0007'"")51EMPORARY SEDIMENT TRAP DS VIRGINIA EROSION & SEDIMENT CONTROL HANDBOOK) Ill -76 RVANTES & ASSOCIATES, P.C. NGINEERS • PLANNERS • SURVEYORS 3541 CHAIN BRIDGE ROAD, SUITE 7 FAIRFAX, VA. 22030 (703) 691-4114 STONE CONSTRUCTION ENTRANCE L_ 71Y MIN. A SIDE ELEVATION 7<Y MIN, iJibCf.FD Eu!^tY t2l MIN. w COURSE AGGREGATE � TO SEDV4ENT TRAPPING DEVICE MUST, EXMN13 FULL WIDTH OF INGRESS AND EGFRM OPEPAPOM � LA N VIEW 12, WW SECTION A -A nr "tGi hr F+ WE1M6.4E. 4rt­i'_I a. UK t;kV :EXISTING PAVEMENT &I --:)V- MCIUNTATILE DERM <DPTIDNAL:� Itle MW N EXISTING PAVEMENT SECTION B-B r,_\ TEMPORARY STONE CONSTRUCTION ENTRANCE L% (VIRGINIA EROSION & SEDIMENT CONTROL HANDBOOK) �--� (STD. & SPEC. 3.02) I CLASS T W RAP kPRAP HEAK-WALL INVERT PIPE 1Q*T #3. 57E OR #5 *STOR E REWREMENTS EOWALFNT TO THAT OF TEMK P ARY SEIIIWENT TPAP, "a7j. & :C_ 3,13 <FELOW{ WET E PERSPECTIVE VIEW OF II t,7 r.Y./A i.°RE DPY 1=RkGE (BhSE 01F STONE TO TOP OF STONE Wit) PIPE NVERT NA7URAI. GRi UND i IRIF14W HCADWALL � i AREAS TO BE USTURBW r (4' . Psu w, ITC.) ------------ L-9 ------------------ a57, #5 CAE 404E TE E MAX. SEDNENr DPT- (CLEAN OUT r CWT) R'kT 1/2 VXVMZ Or Wrr STDP.AGE AREA ELEVATION ULV RT LEA PROTECTIO tr,I s(o VIRGINIA EROSION & SEDIMENT CONTROL HANDBOOK NO. REVISIONS BY DATE 1 REVISIONS TO RESPOND TO REVIEW COMMENTS REB 3/21 /03 2 REVISIONS TO RESPOND TO REVIEW COMMENTS REB 4/01 /03 PREPARED UNDER THE SUPERVISION OF: EROSION AN PHASE 1 (SHEET ES-1 & 2A) D SEDIMENT CONTROL NOTES EROSION CONTROL NARRATIVE PROJECT DESCRIPTION: THIS PROJECT CONSISTS OF THE CONSTRUCTION OF A 5500 SQUARE FOOT BUILDING FOR TELEVISION TRANSMISSION WITH SUPPORTING UTILITIES, DRAINAGE, DRIVEWAY AND LANDSCAPING. EXISTING SITE CONDITIONS: THE EXISTING SITE IS AN UNDEVELOPED LOT IN AN APPROVED MANUFACTURING SUBDIVISION. SOI LS: EXISTING SOILS ARE FAT CLAYS AND LIMESTONE OUT-CROPPINGS. THERE ARE THREE POTENTIAL SINK HOLES ON SITE. CLEARING : LIMITS OF CLEARING AS SHOWN ON THE DRAWINGS SHALL BE STRICTLY ADHERED TO. AREAS OUTSIDE OF THE LIMITS OF CLEARING AND GRADING ARE TO BE PRESERVED AS NATURAL OPEN SPACE, AND SHALL NOT BE DISTURBED. SEE LANDSCAPE PLAN. EXISTING TREES TO REMAIN SHALL NOT BE DAMAGED BY CONSTRUCTION. EROSION CONTROL PROGRAM 1. CLEAR ONLY AREAS NECESSARY TO INSTALL EROSION CONTROL MEASURES. EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE INSTALLED AT THE START OF CLEARING AND GRADING. INSPECTION BY FREDRICK. CO. REQUIRED PRIOR TO ULTIMATE CLEARING AND GRADING. 2. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED UNTIL ALL GROUND DISTURBING ACTIVITY CEASES AND PERMANENT STABILIZATION OF DISTURBED AREAS IS COMPLETE. 3. EROSION AND SEDIMENT CONTROL MEASURES SHALL CONFORM TO CURRENT VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK STANDARDS AND SPECIFICATIONS NUMBERS SHOWN IN THE LEGEND, OR AS INDICATED BELOW. EROSION AND SEDIMENT CONTROL MEASURES: 1. A CONSTRUCTION ENTRANCE SHALL BE MAINTAINED FOR THE DURATION OF ALL LA14D DISTURBING ACTIVITIES AS SHOWN ON THE PLANS. 2. SUPER SILT FENCE AND SEDIMENT TRAPS SHALL BE INSTALLED AS SHOWN ON THE 'LANS. 3. ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE PERMANENTLY STABILIZED IMMEDIATELY FOLLOWING FINISH GRADING BY SEEDING AND MULCHING, STD. & SPEC. 3.32 & 3.35 4. BARE SOIL SURFACES NOT AT FINISH GRADE WHICH WILL BE EXPOSED MORE THAN 14 DAYS ARE TO BE STABILIZED WITH TEMPORARY SEEDING AND MULCHING, STD. & SPEC. 3.31 & 3.35 5. WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY VEHICULAR TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO THE PUBLIC ROAD SURFACE, THE ROAD SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED. MAINTENANCE: 1. MAINTENANCE OF THE TEMPORARY CONSTRUCTION ENTRANCE SHALL BE AS REQUIRED TO PREVENT MUD DEPOSITS IN PUBLIC RIGHT-OF-WAY. 2. SEDIMENT SHALL BE REMOVED FROM THE SUPER SILT FENCES AND DISPERSED ON -SITE WHEN ACCUMULATIONS GREATER THAN ONE FOOT IN DEPTH OCCUR. 3. PERMANENTLY SEEDED AREAS ARE TO BE RESEEDED WHEREVER GROUND COVER HAS NOT BEEN ADEQUATELY ESTABLISHED TO PREVENT EROSION. SEQUENCE OF LAND DISTURBING ACTIVITIES, PHASE I: ACTIVITY 1. INSTALL CONSTRUCTION ENTRANCE WITH WASH RACK. SUPER SILT FENCES AS SHOWN ON THE PLANS. INSPECT EROSION CONTROLS AND RECEIVE FREDRICK COUNTY APPROVAL TO PROCEED. DESIGNED R.E.B. CHECKED (SCALE AS SHOWN DRAWN R.E.B. DATE 2-20-03 REF. PREPARED I=OR �c CONTRACT PURCHASER OWNER & DEVELOPER D IRECTV OPERATIONS, CENTRAL COCA -COLA INC. BOTTLING CO., INC. P.O. BOX 915 P.O. BOX 27887 EL SEGUNDO, CA. 90245 RICHMOND, VA. 23261 (310) 964-8075 (804) 359-3759 * CONTRACT SETTLEMENT DATE: 03/05/2003 PHASE 2 (SHEET ES-2 & 2A SEQUENCE OF LAND DISTURBING ACTIVITIES, PHASE 2: ACTIVITY 1. ESTABLISH SUPER SILT FENCE AS SHOWN NEAR BUILDING PAD. CLEAR AND GRUB THE BUILDING PAD AND FILL AREA. ACTIVITY 2. MAINTAIN CONSTRUCTION ENTRANCE AND WASH RACK. COMPLETE REQUIRED FILL AND GRADING SHOWN IN THE PLANS. ACTIVITY 3. PROVIDE PUMPS AND DEWATERING STRUCTURES AS REQUIRED TO EXCAVATE THE BUILDING FOUNDATIONS. AS SOON AS PRACTICABLE ROUGH GRADE THE AREA SURROUNDING THE STRUCTURE AND STABILIZE. ACTIVITY 4. FINE GRADE AND STABILIZE SITE. ACTIVITY 5. AFTER VEGETATIVE STABILIZATION OF ALL DENUDED AREAS, AND WITH THE APPROVAL OF THE FREDRICK COUNTY EROSION AND SEDIMENT CONTROL INSPECTOR, REMOVE ANY REMAINING E & S CONTROLS. LAND CONSERVATION NOTES 1. NO DISTURBED AREA WILL REMAIN DENUDED FOR MORE THAN 14 CALENDAR DAYS UNLESS OTHERWISE AUTHORIZED BY THE DIRECTOR OR HIS AGENT. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN GRADING. FIRST AREAS TO BE CLEARED ARE THOSE REQUIRED FOR THE PERIMETER CONTROLS. 3. ALL STORM AND SANITARY SEWER LINES NOT IN STREETS ARE TO BE MULCHED AND SEEDED WITHIN 5 DAYS AFTER BACKFILL. NO MORE THAN 500 FEET ARE TO BE OPEN AT ANY ONE TIME. 4. ELECTRIC POWER, TELEPHONE AND GAS SUPPLY TRENCHES ARE TO BE COMPACTED, SEEDED AND MULCHED WITHIN 5 DAYS AFTER BACKFILL. 5. ALL TEMPORARY EARTH BERMS, DIVERSIONS AND SEDIMENT CONTROL DAMS ARE TO BE MULCHED AND SEEDED FOR TEMPORARY VEGETATIVE COVER IMMEDIATELY AFTER GRADING. STRAW OR HAY MULCH IS REQUIRED. THE SAME APPLIES TO ALL SOIL STOCKPILES. 6. DURING CONSTRUCTION, ALL STORM SEWER INLETS WILL BE PROTECTED BY INLET PROTECTION DEVICES, MAINTAINED AND MODIFIED AS REQUIRED BY CONSTRUCTION PROGRESS. 7. ANY DISTURBED AREA NOT COVERED BY NOTE #1 ABOVE AND NOT PAVED, SODDED OR BUILT UPON BY NOVEMBER 1ST, OR DISTURBED AFTER THAT DATE, IS TO BE MULCHED WITH HAY OR STRAW MULCH AT THE RATE OF TWO TONS PER ACRE AND OVER -SEEDED NO LATER THAN MARCH 15TH. 8. AT THE COMPLETION OF CONSTRUCTION PROJECTS AND PRIOR TO THE RELEASE OF THE BOND, ALL TEMPORARY SEDIMENT AND EROSION CONTROLS SHALL BE REMOVED AND ALL DISTURBED AREAS SHALL BE STABILIZED. 9. WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY VEHICULAR TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO THE PUBLIC ROAD SURFACE, THE ROAD SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. EROSION AND SEDIMENT CONTROL NOTES AND DETAILS SITE PLAN DIREcTV - WINCHESTER TELEVISION TRANSMISSION FACILITY 260 SHADY ELM RD., FREDERICK COUNTY, VA. SHAWNEE MAGISTERIAL DISTRICT P.I.N. 63-A-58A JOB NUMBER 23001.10 SHEET REFERENCE N0. ES- 3 SHEET 1 H OF 18 DIRECTV - WINCHESTER 260 Shady Elm Road, Winchester, VA. A. SITE PLAN - FREDERICK COUNTY, VA. PROJECT INFORMATION SECTION: PROJECT TITLE: DIRECTV - WINCHESTER DESCRIPTIVE SUBTITLE: EAST COAST SATELLITE UP -LANK FACILITY SITE ADDRESS: 260 SHADY ELM ROAD SHAWNEE MAGISTERIAL DISTRICT EXISTING ZONING: M - 1 (LIGHT INDUSTRIAL DISTRICT) 2.) LANDOWNER: NAME: CENTRAL COCA -COLA BOTTLING CO., INC. ADDRESS: P.O. BOX 27887 RICHMOND, VA. 23261-7887 PHONE NUMBER: 804-359-3759 DEVELOPER: NAME: DIRECTV -- OPERATIONS, INC. ADDRESS: P.O. BOX 915 EL SEGUNDO, CA PHONE NUMBER: (301) 964-8075 CONTACT PERSON: MR. PAT REED DESIGNER: NAME: CERVANTES & ASSOCIATES, P.C. ADDRESS: 3541 CHAIN BRIDGE RD. - SUITE 7 FAIRFAX, VA. 22030-2793 PHONE NUMBER: (703) 691-4114 CONTACT PERSON: R.E. BURGOYNE, P.E. 3.) FREDERICK COUNTY, VA. PROPERTY IDENTIFICATION NUMBER: PIN: 63 - A - 58A 4.) N/A. NO RESIDENTIAL UNITS ARE INCLUDED ON THIS PLAN. 5.) TOTAL LAND AREA: 8.79 ACRES (SEE SHEET C-3) 6.) DETAILED DESCRIPTION OF PROPOSED USE OF THE DEVELOPMENT: THE PROPOSED USE, AS PERMITTED IN THE M-1 ZONING DISTRICT, BY THE ZONING ORDINANCE, IS "RADIO AND TELEVISION TRANSMISSION TOWERS AND COMMERCIAL TELECOMMUNICATION FACILITIES." THE PROPERTY IS CURRENTLY VACANT AND HAS NO ESTABLISHED USE. THE PROPOSED DEVELOPMENT ESTABLISHES A FACILITY FOR DIRECTV TO RECEIVE REGIONAL TELEVISION SIGNALS AND TO UP -LINK THEM TO DIRECTV SATELLITES. THIS FACILITY CONSISTS OF A BUILDING OF LESS THAN 5,500 SQUARE FEET INCORPORATING A VARIETY OF OFFICE USES AND COMPUTER EQUIPMENT USES, TO SERVICE, UP TO TWO, EXTERIOR, 13 METER, SATELLITE ANTENNAE. THE FACILITY AND ITS SUPPORTING UTILITIES WILL BE MAINTAINED WITHIN IN A SECURITY ENCLOSURE. THE SECURITY ENVELOPE WILL INCLUDE LIGHTING AT NIGHT AND CAMERA SURVEILLANCE. A MOTORIZED GATE IS INTENDED TO CONTROL VEHICULAR ACCESS TO THE PROPERTY, IT IS ENVISIONED THAT A NORMAL WORK SHIFT WILL EMPLOY THREE INDIVIDUALS FOR A REGULAR 40-HOUR WEEK. BUILDING HEIGHT NOT TO EXCEED 25 FEET. 7.) THIS LOT WAS INCLUDED IN THE MASTER DEVELOPMENT PLAN AND REZONING APPLICATION KNOWN AS THE WINCHESTER PRODUCTION CENTER FOR THE CENTRAL COCA -COLA BOTTLING COMPANY, INC. 8.) SITE PLAN SUBMITTAL AND REVISION DATE BLOCK IS PROVIDED AS A PART OF THE TITLE BLOCK OF THIS COVER PAGE. ORIGINAL DATE OF SUBMISSION: 2/20/03. 9.) A TABLE OF CONTENTS IS SHOWN ON THIS COVER PAGE. 10.) UTILITY PROVIDERS: SANITARY SEWER BY: FREDERICK COUNTY SANITARY AUTHORITY 315 TASKER ROAD STEPHENS CITY. VA. PHONE #: 540-868-1061 RVANTES & ASSOCIATES, P.C. NGINEERS • PLANNERS • SURVEYORS 3541 CHAIN BRIDGE ROAD, SUITE 7 FAIRFAX, VA. 22030 (703) 691-4114 WATER SERVICE BY: FREDERICK COUNTY SANITARY AUTHORITY 315 TASKER ROAD, STEPHENS CITY, VA. PHONE #: 540-868-1061 ELECTRIC SERVICE BY: ALLEGHENY POWER COMPANY 3463 VALLEY PIKE, WINCHESTER, VA 22602 PHONE #: 540-722-5829 CONTACT PERSON: JOHN SISLER 11.) A SITE LOCATION MAP IS PROVIDED IN THE TOP RIGHT CORNER OF THE COVER PAGE OF THIS SITE PLAN. STREET NAMES ARE SHOWN ON THIS SITE LOCATION MAP. ADJOINING PROPERTY INFORMATION IS SHOWN ON SHEET (C-3). 12.) REQUIREMENTS AND CONDITIONS OF PRIOR ZONING ARE PROVIDED ON SHEET (C-2). 13.) DESCRIPTION OF SETBACKS: M-1 ZONING REQUIRES THE FOLLOWING SETBACKS: FRONT YARD: 75 FEET REAR YARD: 25 FEET SIDE YARDS: 25 FEET THESE SETBACKS ARE DELINEATED IN A GRAPHIC AND TEXT MANNER. 14.) THE SUBJECT PROPERTY IS LOCATED IN THE SHAWNEE MAGISTERIAL DISTRICT, OF FREDERICK COUNTY, VIRGINIA. 15.) OUTDOOR STORAGE: NO OUTDOOR STORAGE, OF GOODS OR EQUIPMENT, IS INTENDED OR PROPOSED, ON THIS PROPERTY. '6.) ALL NEW UTILITIES ARE TO BE INSTALLED UNDERGROUND. 7. ALL LIGHTING IS TO BE SHIELDED AND DIRECTED AWAY FROM ADJOINING PROPERTIES AND ROADS TO PREVENT GLARE OR OTHER LIGHT POLLUTION. J. CALCULATIONS SECTION: MAXIMUM ZONING FAR IN THE M-1 DISTRICT = 1.0 FAR DIRECTV - FAR CALCULATION: (FLOOR TO AREA RATIO) PROPOSED FLOOR AREA: MAIN BUILDING: 102' X 53' = 5,406 SQUARE FEET TOOL SHED: 10' X 12' = 120 SQUARE FEET TOTAL PROPOSED: = 5,526 SQUARE FEET TOTAL LOT AREA = 8.79 ACRES = APPROXIMATELY 382,892 SQ.FT. FAR CALCULATION: 5,526 SQ.FT. DIVIDED BY 382,892 SQ.FT. = 0.0145 FAR 2.) PARKING CALCULATIONS: REQUIRED PARKING: 1 SPACE PER EMPLOYEE EXISTING: NO PARKING SPACES EXIST. PROPOSED: SPACES 10' X 18' = 180 SQ.FT. 1 SPACE PER EMPLOYEE PER MAJOR SHIFT (3) 5 SPACES PROPOSED AND SHOWN ON THE SITE PLAN. 3.) HANDICAP PARKING SPACE REQUIREMENTS: REQUIRED SPACES: 1 SPACE (MIN. 12' WIDTH) EXISTING SPACES: NONE. PROPOSED: 1 SPACE WILL BE PROVIDED AS SHOWN. 4.) LOADING SPACES REQUIREMENTS: REQUIRED SPACES: 1 SPACE (12' X 45' - WITH 14' VERTICAL CLEARANCE) PROPOSED SPACE: 1 SPACE WITH ADEQUATE TURNING AREA 5.) PARKING LOT LANDSCAPING CALCULATIONS: A) REQUIRED PERIMETER PARKING LOT SHADE TREES: PERIMETER OF PARKING LOT = 240 LIN.FT. OF CURBING. 240 LIN.FT. AT A RATIO OF 1 TREE/40 LINEAR FEET. = 6 TREES REQUIRED. PROPOSED PERIMETER PARKING LOT TREES = 6 TREES NO. REVISIONS BY I DATE 1 REVISIONS TO RESPOND TO REVIEW COMMENTS REB 3/21 /03 B) REQUIRED INTERIOR PARKING LOT TREES REQUIREMENT OF 1 TREE MINIMUM / 10 PARKING SPACES 5 SPACES (AT THE ABOVE RATIO YIELDS) = 1 TREE PROPOSED INTERIOR PARKING LOT SHADE TREES = 1 TREE C) REQUIRED INTERIOR PARKING LOT LANDSCAPE AREA REQUIREMENT FOR 5% OF PARKING LOT AREA TO BE DESIGNATED AS PLANTING AREA FOR INTERIOR PARKING LOT SHADE TREES. PROPOSED PARKING LOT AREA - 3,049 SO. FT. 5% OF PARKING LOT AREA = 152.45 SQ.FT. PROPOSED INTERIOR LANDSCAPE AREA = 360 SQ.FT PROPOSED TWO PLANTING AREAS (10'X18') PROPOSED AREA EXCEEDS THE REQUIREMENT. 6.) SEE SHEET L1 AND L2 FOR LANDSCAPE CALCULATIONS AND NOTES. FCSA CONSTRUCTION NOTES 1.) WATER AND SEWER LINES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS. THE LINES SHALL ADDITIONALLY MEET ALL REQUIREMENTS OF THE FREDERICK COUNTY SANITATION AUTHORITY. 2.) THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY, THE AUTHORITY. 3.,1 EXACT LOCATIONS OF WATER AND SEWER SERVICES ON NEW LINES ARE T'-) BE COORDINATED WITH THE AUTHORITY'S INSPECTOR. 4.) THE SANITATION AUTHORITY'S MAINTENANCE DEPARTMENT IS RESPONSIBLE FOR THE INSTALLATION OF WATER METERS THROUGH 2" IN SIZE. BEFORE A PERMANENT METER IS SET, THEY REQUIRE; 1) THE FRAME AND COVER TO BE PROPERLY ALIGNED WITH !TS METER BOX AND YOKE BAR; 2) THE FRAME AND COVER TO BE SET TO THE FINAL GRADE OF THE LOT; 3) THE DISTANCE BETWEEN THE TOP OF THE COVER AND THE YOKE BAR TO BE BETWEEN 18 AND 21 INCHES; AND 4 )::_I_ COMPONENTS OF THE METER BOX ASSEMBLY TO BE IN PROPER WORKING OR1;`_R. IT IS THE DEVELOPER'S/CONTRACTOR'S RESPONSIBILITY TO HAVE THE METER B"JiN ASSEMBLY INSTALLED CORRECTLY. `:.) THE CONTRACTOR SHALL INSTALL WATER AND SEWER SERVICES THAT CONNECT TG EXISTING LINES. A) A WATER SERVICE (AND FORCE MAIN SEWER SERVICE) REQUIRES THE INSTALLATION OF A SADDLE WITH CORPORATION STOP AND MAKING THE TAP. B) A GRAVITY SEWER SERVICE REQUIRES THE INSTALLATION OF A WYE, 18" LONG STUB PIECES, AND 15" LONG, FULL CIRCLE, STAINLESS STEEL REPAIR CLAMPS. C) THE FCSA INSPECTOR ASSIGNED TO THE PROJECT SHALL BE PRESENT FOR THE INSTALLATION OF EACH CONNECTION. 6.) WHEN AN EXISTING WATER MAIN IS TAPPED FOR THE INSTALLATION OF A NEW LINE: A. THE AUTHORITY SHALL FURNISH ALL LABOR AND MATERIAL TO MAKE THE TAP. B. THE DEVELOPER/CONTRACTOR MUST (1) MAKE APPLICATION OF THE TAP, (2) PAY DEPOSIT (BEFORE WORK BEGINSO; (3) MAKE THE LOCATION OF THE TAP; (4) MAKE FINAL PAYMENT WHEN THE WORK IS COMPLETED. 7. THE CONTRACTOR SHALL TIE-IN A NEW LINE TO AN EXISTING MANHOLE BY CORE DRILLING THE MANHOLE. 8. ANY WATER SERVICE LINE MUST HAVE. A DOUBLE CHECK VALVE OR RPZ BACKFLOW PREVENTION ASSEMBLY, AS REQUIRED, INSTALLED. THE ASSEMBLY MUST MEET ASSE STANDARD NO. 1015 OR 1013. A REMOTE READOUT IS REQUIRED. 9. ALL FIRE LINES SHALL HAVE A DETECTOR DOUBLE CHECK VALVE BACKFLOW PREVENTION ASSEMBLY OR A RPZ BACKFLOW PREVENTION ASSEMBLY REQUIRED. THE ASSEMBLY SHALL MEET ASSE STANDARD NO. 1048 OR 1047. A REMOTE READOUT IS REQUIRED. PREPARED UNDER THE SUPERVISION OF: AwI I& � o���ALT$ Opp �r''A� j,�' o RIgM E Y E �rj N 4 025 DESIGNED R.E.B. CHECKED SCALE AS SHOWN DRAWN R.E.B. DATE 2-20-03 IREF. PREPARED FOR CONTRACT PURCHASER OWNER & DEVELOPER DIRECTV OPERATIONS, CENTRAL COCA -COLA INC. BOTTLING CO., INC. P.O. BOX 915 P.O. BOX 27887 EL SEGUNDO, CA. 90245 RICHMOND, VA. 23261 (310) 964-8075 (804) 359-3759 * CONTRACT SETTLEMENT DATE: 03/05/2003 - INAL SITE PLAN >, �. %� VIUINI ! Y MAH 1" =2000' DRAWINGS INDEX C_1 TITLE SHEET C-2 NOTES C-3 LOT PLAN C-4 LAYOUT SHEET C- 5 UTILITIES PLAN C-5A WATERLINE PROFILE C-6 GRADING PLAN C-6A GRADING PLAN C-7 DETAILS C-8 DETAILS C-8A DETAILS L-1 LANDSCAPE PLAN L-2 LANDSCAPE DETAILS AND PLANT SCHEDULE ES-1 EROSION AND SEDIMENT CONTROL - PHASE 1 ES-2 EROSION AND SEDIMENT CONTROL - PHASE 2 ES-2A EROSION AND SEDIMENT CONTROL - PHASE 1 & 2 ES-3 EROSION AND SEDIMENT CONTROL NOTES AND DETAILS APPROVED BY THE ZONING ADMINISTRATOR OF FREDERICK COUNTY, VIRGINIA THIS APPROVAL IS VALID FOR FIVE YEARS FROM APPROVAL DATE. P/j SIGNATURE oia3 DATE TITLE SHEET SITE PLAN DIREcTV - WINCHESTER TELEVISION TRANSMISSION FACILITY 260 SHADY ELM RD., FREDERICK COUNTY, VA. SHAWNEE MAGISTERIAL DISTRICT P.I.N. 63-A-58A JOB NUMBER 23001.10 SHEET REFERENCE NO. C-1 SHEET 1 OF 17 DIREcTV - WINCHESTER 260 Shady Elm Road, Winchester, VA. A. SITE PLAN - FREDERICK COUNTY, VA. PROJECT INFORMATION SECTION: PROJECT TITLE: DIRECTV - WINCHESTER DESCRIPTIVE SUBTITLE: EAST COAST SATELLITE UP -LINK FACILITY SITE ADDRESS: 260 SHADY ELM ROAD SHAWNEE MAGISTERIAL DISTRICT EXISTING ZONING: M - 1 (LIGHT INDUSTRIAL DISTRICT) 2.) LANDOWNER: NAME: CENTRAL COCA -COLA BOTTLING CO., INC. ADDRESS: P.O. BOX 27887 RICHMOND, VA. 23261-7887 PHONE NUMBER: 804-359-3759 DEVELOPER: NAME: DIRECTV -- OPERATIONS, INC. ADDRESS: P.O. BOX 915 EL SEGUNDO, CA PHONE NUMBER: (301) 964-8075 CONTACT PERSON: MR. PAT REED DESIGNER: NAME: CER VAN TES & ASSOCIATES, P.C. ADDRESS: 3541 CHAIN BRIDGE RD. - SUITE 7 FAIRFAX, VA. 22030-2793 PHONE NUMBER: (703) 691-4114 CONTACT PERSON: R.E. BURGOYNE, P.E. 3.) FREDERICK COUNTY, VA. PROPERTY IDENTIFICATION NUMBER: PIN: 63 - A - 58A 4.) N/A. NO RESIDENTIAL UNITS ARE INCLUDED ON THIS PLAN. 5.) TOTAL LAND AREA: 8.79 ACRES (SEE SHEET C-3) 6.) DETAILED DESCRIPTION OF PROPOSED USE OF THE DEVELOPMENT: THE PROPOSED USE, AS PERMITTED IN THE M-1 ZONING DISTRICT, BY THE ZONING ORDINANCE, IS "RADIO AND TELEVISION TRANSMISSION TOWERS AND COMMERCIAL TELECOMMUNICATION FACILITIES." THE PROPERTY IS CURRENTLY VACANT AND HAS NO ESTABLISHED USE. THE PROPOSED DEVELOPMENT ESTABLISHES A FACILITY FOR DIRECTV TO RECEIVE REGIONAL TELEVISION SIGNALS AND TO UP -LINK THEM TO DIRECTV SATELLITES. THIS FACILITY CONSISTS OF A BUILDING OF LESS THAN 5,500 SQUARE FEET INCORPORATING A VARIETY OF OFFICE USES AND COMPUTER EQUIPMENT USES, TO SERVICE, UP TO TWO, EXTERIOR, 13 METER, SATELLITE ANTENNAE. THE FACILITY AND ITS SUPPORTING UTILITIES WILL BE MAINTAINED WITHIN IN A SECURITY ENCLOSURE. THE SECURITY ENVELOPE WILL INCLUDE LIGHTING AT NIGHT AND CAMERA SURVEILLANCE. A MOTORIZED GATE IS INTENDED TO CONTROL VEHICULAR ACCESS TO THE PROPERTY, IT IS ENVISIONED THAT A NORMAL WORK SHIFT WILL EMPLOY THREE INDIVIDUALS FOR A REGULAR 40-HOUR WEEK. BUILDING HEIGHT NOT TO EXCEED 25 FEET. 7.) THIS LOT WAS INCLUDED IN THE MASTER DEVELOPMENT PLAN AND REZONING APPLICATION KNOWN AS THE WINCHESTER PRODUCTION CENTER FOR THE CENTRAL COCA -COLA BOTTLING COMPANY, INC. 8.) SITE PLAN SUBMITTAL AND REVISION DATE BLOCK IS PROVIDED AS A PART OF THE TITLE BLOCK OF THIS COVER PAGE. ORIGINAL DATE OF SUBMISSION: 2/20/03. 9.) A TABLE OF CONTENTS IS SHOWN ON THIS COVER PAGE. 10.) UTILITY PROVIDERS: SANITARY SEWER BY: FREDERICK COUNTY SANITARY AUTHORITY 315 TASKER ROAD STEPHENS CITY. VA. PHONE #: 540-868-1061 RVANTES & ASSOCIATES, P.C. NGINEERS • PLANNERS • SURVEYORS 3541 CHAIN BRIDGE ROAD, SUITE 7 FAIRFAX, VA. 22030 (703) 691-4114 WATER SERVICE BY: FREDERICK COUNTY SANITARY AUTHORITY 315 TASKER ROAD, STEPHENS CITY, VA. PHONE #: 540-868-1061 ELECTRIC SERVICE BY: ALLEGHENY POWER COMPANY 3463 VALLEY PIKE, WINCHESTER, VA 22602 PHONE #: 540-722-5829 CONTACT PERSON: JOHN SISLER 11.) A SITE LOCATION MAP IS PROVIDED IN THE TOP RIGHT CORNER OF THE COVER PAGE OF THIS SITE PLAN. STREET NAMES ARE SHOWN ON THIS SITE LOCATION MAP. ADJOINING PROPERTY INFORMATION IS SHOWN ON SHEET (C-3). 12.) REQUIREMENTS AND CONDITIONS OF PRIOR ZONING ARE PROVIDED ON SHEET (C-2). 13.) DESCRIPTION OF SETBACKS: M-1 ZONING REQUIRES THE FOLLOWING SETBACKS: FRONT YARD: 75 FEET REAR YARD: 25 FEET SIDE YARDS: 25 FEET THESE SETBACKS ARE DELINEATED IN A GRAPHIC AND TEXT MANNER. 14.) THE SUBJECT PROPERTY IS LOCATED IN THE SHAWNEE MAGISTERIAL DISTRICT, OF FREDERICK COUNTY, VIRGINIA. 15.) OUTDOOR STORAGE: NO OUTDOOR STORAGE, OF GOODS OR EQUIPMENT, IS INTENDED OR PROPOSED, ON THIS PROPERTY. '6.) ALL NEW UTILITIES ARE TO BE INSTALLED UNDERGROUND. 7. ALL LIGHTING IS TO BE SHIELDED AND DIRECTED AWAY FROM ADJOINING PROPERTIES AND ROADS TO PREVENT GLARE OR OTHER LIGHT POLLUTION. J. CALCULATIONS SECTION: MAXIMUM ZONING FAR IN THE M-1 DISTRICT = 1.0 FAR DIRECTV - FAR CALCULATION: (FLOOR TO AREA RATIO) PROPOSED FLOOR ARE -A: MAIN BUILDING: 102' X 53' = 5,406 SQUARE FEET TOOL SHED: 10' X 12' = 120 SQUARE FEET TOTAL PROPOSED: = 5,526 SQUARE FEET TOTAL LOT AREA = 8.79 ACRES = APPROXIMATELY 382,892 SQ.FT. FAR CALCULATION: 5,526 SQ.FT. DIVIDED BY 382,892 SQ.FT. = 0.0145 FAR 2.) PARKING CALCULATIONS: REQUIRED PARKING: 1 SPACE PER EMPLOYEE EXISTING: NO PARKING SPACES EXIST. PROPOSED: SPACES 10' X 18' = 180 SQ.FT. 1 SPACE PER EMPLOYEE PER MAJOR SHIFT (3) 5 SPACES PROPOSED AND SHOWN ON THE SITE PLAN. 3.) HANDICAP PARKING SPACE REQUIREMENTS: REQUIRED SPACES: 1 SPACE (MIN. 12' WIDTH) EXISTING SPACES: NONE. PROPOSED: 1 SPACE WILL BE PROVIDED AS SHOWN. 4.) LOADING SPACES REQUIREMENTS: REQUIRED SPACES: 1 SPACE (12' X 45' - WITH 14' VERTICAL CLEARANCE) PROPOSED SPACE: 1 SPACE WITH ADEQUATE TURNING AREA 5.) PARKING LOT LANDSCAPING CALCULATIONS: A) REQUIRED PERIMETER PARKING LOT SHADE TREES: PERIMETER OF PARKING LOT = 240 LIN.FT. OF CURBING. 240 LIN.FT. AT A RATIO OF 1 TREE/40 LINEAR FEET. = 6 TREES REQUIRED. PROPOSED PERIMETER PARKING LOT TREES = 6 TREES N0. REVISIONS BY I DATE 1 REVISIONS TO RESPOND TO REVIEW COMMENTS REB 3/21/43 B) REQUIRED INTERIOR PARKING LOT TREES REQUIREMENT OF 1 TREE MINIMUM / 10 PARKING SPACES 5 SPACES (AT THE ABOVE RATIO YIELDS) = 1 TREE PROPOSED INTERIOR PARKING LOT SHADE TREES = 1 TREE C) REQUIRED INTERIOR PARKING LOT LANDSCAPE AREA REQUIREMENT FOR 5% OF PARKING LOT AREA TO BE DESIGNATED AS PLANTING AREA FOR INTERIOR PARKING LOT SHADE TREES. PROPOSED PARKING LOT AREA = 3,049 SQ. FT. 5% OF PARKING LOT AREA = 152.45 SQ.FT. PROPOSED INTERIOR LANDSCAPE AREA = 360 SQ.FT PROPOSED TWO PLANTING AREAS (10'X18') PROPOSED AREA EXCEEDS THE REQUIREMENT. 6.) SEE SHEET L1 AND L2 FOR LANDSCAPE CALCULATIONS AND NOTES. FCSA CONSTRUCTION NOTES 1.) WATER AND SEWER LINES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS. THE LINES SHALL ADDITIONALLY MEET ALL REQUIREMENTS OF THE FREDERICK COUNTY SANITATION AUTHORITY. 2.) THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY, THE AUTHORITY. 3.) EXACT LOCATIONS OF WATER AND SEWER SERVICES ON NEW LINES ARE T7 BE COORDINATED WITH THE AUTHORITY'S INSPECTOR. 4.) THE SANITATION AUTHORITY'S MAINTENANCE DEPARTMENT IS RESPONSIBLE FOR THE INSTALLATION OF WATER METERS THROUGH 2" IN SIZE. BEFORE A PERMANENT METER IS SET, THEY REQUIRE; 1) THE FRAME AND COVER TO BE PROPERLY ALIGNED WITH ITS METER BOX AND YOKE BAR; 2) THE FRAME AND COVER TO BE SET TO THE FINAL GRADE OF THE LOT; 3) THE DISTANCE BETWEEN THE TOP Or - THE COVER AND THE YOKE BAR TO BE BETWEEN 18 AND 21 INCHES; AND 4.) COMPONENTS OF THE METER BOX ASSEMBLY TO BE IN PROPER WORKING Oi "R. IT IS THE DEVELOPER'S/CONTRACTOR'S RESPONSIBILITY TO HAVE THE METER R"`; ASSEMBLY INSTALLED CORRECTLY. .`;.) THE CONTRACTOR SHALL INSTALL WATER AND SEWER SERVICES THAT CONNECT Ti EXISTING LINES. A) A WATER SERVICE (AND FORCE MAIN SEWER SERVICE) REQUIRES THE INSTALLATION OF A SADDLE WITH CORPORATION STOP AND MAKING THE TAP. B) A GRAVITY SEWER SERVICE REQUIRES THE INSTALLATION OF A WYE, 18" LONG STUB PIECES, AND 15" LONG, FULL CIRCLE, STAINLESS STEEL REPAIR CLAMPS. C) THE FCSA INSPECTOR ASSIGNED TO THE PROJECT SHALL BE PRESENT FOR THE INSTALLATION OF EACH CONNECTION. 6.) WHEN AN EXISTING WATER MAIN IS TAPPED FOR THE INSTALLATION OF A NEW LINE: A. THE AUTHORITY SHALL FURNISH ALL LABOR AND MATERIAL TO MAKE THE TAP B. THE DEVELOPER/CONTRACTOR MUST (1) MAKE APPLICATION OF THE TAP, (2) PAY DEPOSIT (BEFORE WORK BEGINSO; (3) MAKE THE LOCATION OF THE TAP; (4) MAKE FINAL PAYMENT WHEN THE WORK IS COMPLETED. 7. THE CONTRACTOR SHALL TIE-IN A NEW LINE TO AN EXISTING MANHOLE BY CORE DRILLING THE MANHOLE. 8. ANY WATER SERVICE LINE MUST HAVE A DOUBLE CHECK VALVE OR RPZ BACKFLOW PREVENTION ASSEMBLY, AS REQUIRED, INSTALLED. THE ASSEMBLY MUST MEET ASSE STANDARD NO. 1015 OR 1013. A REMOTE READOUT IS REQUIRED. 9. ALL FIRE LINES SHALL HAVE A DETECTOR DOUBLE CHECK VALVE BACKFLOW PREVENTION ASSEMBLY OR A RPZ BACKFLOW PREVENTION ASSEMBLY REQUIRED. THE ASSEMBLY SHALL MEET ASSE STANDARD NO. 1048 OR 1047. A REMOTE READOUT IS REQUIRED. PREPARED UNDER THE SUPERVISION OF: /��, ��vr 0 O RImw E YfE�ji DESIGNED R.E.B. CHECKED SCALE AS SHOWN DRAWN R.E.B. DATE 2-20-03 REF. PREPARED F10R CONTRACT PURCHASER OWNER & DEVELOPER DIRECTV OPERATIONS, CENTRAL COCA -COLA INC. BOTTLING CO., INC. P.O. BOX 915 P.O. BOX 27887 EL SEGUNDO, CA. 90245 RICHMOND, VA. 23261 (310) 964-8075 (804) 359-3759 CONTRACT SETTLEMENT DATE: 03/05/2003 'f jNAL, SITE Pt]k,-Nw. 7,41- 11-05 VIUIIV1 !. Y MAH 1" =2000' DRAWINGS INDEX C-_1 TITLE SHEET C-2 NOTES C-3 LOT PLAN C-4 LAYOUT SHEET C- 5 UTILITIES PLAN C-5A WATERLINE PROFILE C-6 GRADING PLAN C-6A GRADING PLAN C-7 DETAILS C-8 DETAILS C-8A DETAILS L-1 LANDSCAPE PLAN L-2 LANDSCAPE DETAILS AND PLANT SCHEDULE ES-1 EROSION AND SEDIMENT CONTROL - PHASE 1 ES-2 EROSION AND SEDIMENT CONTROL - PHASE 2 ES-2A EROSION AND SEDIMENT CONTROL - PHASE 1 & 2 ES-3 EROSION AND SEDIMENT CONTROL NOTES AND DETAILS APPROVED BY THE ZONING ADMINISTRATOR OF FREDERICK COUNTY, VIRGINIA THIS APPROVAL IS VALID FOR FIVE YEARS FROM APPROVAL DATE. 4 Ijav SIGNATURE Ze3 0 DATE ^ TITLE SHEET SITE PLAN DIREcTV - WINCHESTER TELEVISION TRANSMISSION FACILITY 260 SHADY ELM RD., FREDERICK COUNTY, VA. SHAWNEE MAGISTERIAL DISTRICT P.I.N. 63-A-58A JOB NUMBER 23001.10 SHEET REFERENCE NO. C-1 SHEET 1 OF 17 REZONING REQUEST PROFFER LANDSCAPE DESIGN FEATURES LANDSCAPE DESIGN FEATURES: PROPERTY IDENTIFICATION NUMBER 63—((A))-58 AND 63—((A))59 BACK CREEK MAGISTERIAL DISTRICT COCA —COLA BOTTLING FACILITY PRELIMINARY MATTERS PURSUANT TO SECTION 15.2-2296 ET.SEQ., OF THE CODE OF VIRGINIA, 1950, AS AMENDED, AND THE PROVISIONS OF THE FREDERICK COUNTY ZONING ORDINANCE WITH RESPECT TO CONDITIONAL ZONING, THE UNDERSIGNED APPLICANT HEREBY PROFFERS THAT IN THE EVENT THE BOARD OF SUPERVISORS OF FREDERICK COUNTY, VIRGINIA, SHALL APPROVE REZONING APPLICATION #004-98 FOR THE REZONING OF 63.5052 ACRES FROM RURAL AREA (RA) ZONING DISTRICT TO THE LIGHT INDUSTRIAL (M-1) ZONING DISTRICT, DEVELOPMENT OF THE SUBJECT PROPERTY SHALL BE DONE IN CONFORMITY WITH THE TERMS AND CONDITIONS SET FORTH HEREIN, EXCEPT TO THE EXTENT THAT SUCH TERMS AND CONDITIONS MAY BE SUBSEQUENTLY AMENDED OR REVISED BY THE APPLICANT AND SUCH BE APPROVED BY THE FREDERICK COUNTY BOARD OF SUPERVISORS IN ACCORDANCE WITH VIRGINIA LAW. IN THE EVENT THAT SUCH REZONING IS NOT GRANTED, THEN THESE PROFFERS SHALL BE DEEMED WITHDRAWN AND OF NO EFFECT WHATSOEVER. THESE PROFFERS SHALL BE BINDING UPON THE APPLICANT AND THEIR LEGAL SUCCESSORS OR ASSIGNS. SITE IMPROVEMENTS 1. THE APPLICANT PROFFERS THAT IT SHALL DESIGN AND CONSTRUCT A REALIGNMENT TO ROUTE 652 AT THE INTERSECTION OF ROUTE 651 AND ROUTE 652. THE REALIGNMENT SHALL CONSIST OF SHIFTING ROUTE 652 TO THE SOUTHWEST TO INTERSECT ROUTE 651 AT A NINETY (90) DEGREE ANGLE AND ADDING TURN LANES ON ROUTE 652 AS REQUIRED BY VDOT. RIGHT—OF—WAY FOR THE REALIGNMENT OF ROUTE 652 WILL BE DEDICATED TO VDOT UPON APPROVAL OF A SITE PLAN FOR THE FIRST BUILDING, OR AT THE TIME THE PROPERTY IS SUBDIVIDED. 2. THE APPLICANT FURTHER AGREES TO DEDICATE A THIRTY—FIVE (35) FOOT RIGHT—OF—WAY ALONG THE SOUTH SIDE OF ROUTE 652 FOR THE ENTIRE PARCEL FRONTAGE THAT IS NOT INCLUDED IN THE REALIGNMENT OF ROUTE 651. RIGHT—OF—WAY FOR ROUTE 652 WILL BE DEDICATED TO VDOT UPON APPROVAL OF A SITE PLAN FOR THE FIRST BUILDING, OR AT THE TIME THE PROPERTY IS SUBDIVIDED. 3. THE APPLICANT AGREES TO DEDICATE A SIXTY (60) FOOT RIGHT—OF—WAY ALONG THE WEST SIDE OF ROUTE 651 FOR THE ENTIRE PARCEL FRONTAGE. RIGHT—OF—WAY FOR ROUTE 651 WILL BE DEDICATED TO VDOT UPON APPROVAL OF A SITE' PLAN FOR THE FIRST BUILDING, OR AT THE TIME THE PROPERTY IS SUBDIVIDED. 4. THE APPLICANT AGREES TO PARTICIPATE IN THE SIGNALIZATION AT THE INTERSECTION OF ROUTE 11 AND ROUTE 652. WHEN REQUESTED BY VDOT, THE APPLICANT WILL PAY TWENTY THOUSAND (20,000) DOLLARS OR TWENTY—FIVE (25) PERCENT OF THE COST OF THE NEW TRAFFIC SIGNAL, WHICHEVER IS LESS. 5. THE APPLICANT AGREES TO LIMIT THE NUMBER OF ENTRANCES ALONG THE SOUTH SIDE OF ROUTE 652 INTO THIS PROPERTY TO A MAXIMUM OF FOUR (4) ENTRANCES. TWO (2) ENTRANCES WILL BE USED BY THE COCA —COLA BOTTLING FACILITY. ONE (1) ENTRANCE WILL BE USED FOR EACH SEPARATE PARCEL CREATED BY THE SUBDIVISION OF THIS PROPERTY WITH FRONTAGES ALONG ROUTE 652. ALL ENTRANCES ALONG ROUTE 652 WILL BE THE WIDTH REQUIRED BY VDOT FOR TWO—WAY TRAFFIC BASED ON THE PROPOSED USE OF THE PARCEL. THE ENTRANCE FOR THE WESTERN PARCEL OF LAND WILL BE LOCATED AT LEAST SIXTY (60) FEET EAST AND NOT MORE THAN 250 FEET EAST OF THE WESTERN PROPERTY LINE. THE ENTRANCE FOR THE CENTRAL PARCEL OF LAND WILL BE LOCATED AT LEAST THIRTY (30) FEET WEST AND NOT MORE THAN 200 FEET WEST OF THE WESTERN COCA —COLA BOTTLING FACILITY PROPERTY LINE. BUILDING RESTRICTIONS THE DEVELOPMENT OF THE SUBJECT PROPERTY SHALL INCLUDE THE FOLLOWING BUILDING RESTRICTIONS PROVIDED IN THESE PROFFERS. 1. THE MAXIMUM HEIGHT FOR ALL PRIMARY AND ANCILLARY STRUCTURES WILL BE SIXTY (60) FEET. ROOF TOP MECHANICAL EQUIPMENT IS NOT SUBJECT TO THE SIXTY (60) FOOT HEIGHT RESTRICTION. HOWEVER, ALL ROOF TOP MECHANICAL EQUIPMENT WILL BE SCREENED FROM ALL ADJACENT PROPERTIES. 2. ALL LOADING DOCKS SHALL BE SCREENED FROM VIEW FROM ALL ADJACENT RURAL AREA (RA) OR RESIDENTIAL PERFORMANCE (RP) ZONING DISTRICTS. RVANTES & ASSOCIATES, P.C. � GINEERS • PLANNERS • SURVEYORS 3541 CHAIN BRIDGE ROAD, SUITE 7 FAIRFAX, VA. 22030 (703) 691-4114 THE DEVELOPMENT OF THE SUBJECT PROPERTY, AND THE SUBMISSION OF ANY MASTER DEVELOPMENT PLAN, SHALL INCLUDE_ THE FOLLOWING LANDSCAPE DESIGN FEATURES 1. THE MASTER DEVELOPMENT PLAN INDICATES THE LOCATION OF THESE PROFFERED PROVIDED IN THESE PROFFERS. FULL SCREEN BERMS.' NO LANDSCAPED BERMS ARE INDICATED FOR _LOT 2 OF THE COCA —COLA INDUSTRIAL PARK. THE ONLY RESIDENTIALLY ZONED PROPERTY 1. A FULL SCREEN EARTH BERM WILL BE PROVIDED BETWEEN ALL DEVELOPED PARTS ADJACENT TO THIS DirecTV SITE IS ALONG THE WESTERN BOUNDARY OF THE OF THE SUBJECT PROPERTY AND ALL RURAL AREA (RA) AND RESIDENTIAL PROPERTY. THE DirecTV FACILITY HAS BEEN SITED MORE THAN 350 FEET FROM PERFORMANCE (RP) ZONING DISTRICTS, EXCEPT WHERE ENTRANCES ARE REQUIRED FOR R.A. ZONED PROPERTY. WITHIN THAT AREA THERE IS AN EXISTING KNOLL WITH A THE COCA —COLA BOTTLING FACILITY. THE TOP OF THE BERM WILL BE A MINIMUM OF RISE OF 8 FEET, WHICH SERVES AS A NATURAL BERM BETWEEN THE PROPOSED SIX (6) FEET HIGHER THAN ROUTE 652, WITH A MINIMUM TOP WIDTH OF FOUR (4) FEET DirecTV FACILITY AND THE CURRENTLY VACANT RA ZONED PROPERTY.ACCORDINGLY, THIS SITE PLAN IS IN COMPLIANCE WITH THE PROFFER STATEMENT, AND MAXIMUM SIDE SLOPES OF FOUR HORIZONTALLY TO ONE VERTICALLY. DURING THE AND ITS INTENT. DEVELOPMENT OF THE FUTURE PARCELS OF LAND ADJACENT TO THE EARTH BERM, THE BERM SHALL ONLY BE REMOVED TO THE EXTENT REQUIRED TO ACCOMMODATE THE NEW IF, IN THE FUTURE, DEVELOPMENT IS PROPOSED WITHIN THE 350 FOOT AREA, ENTRANCE TO THE SITE FROM ROUTE 652. IF DURING CONSTRUCTION THE BERM IS REMOVED IN EXCESS OF THAT REQUIRED TO ACCOMMODATE THE ENTRANCE, THE BERM THEN THAT SITE PLAN WILL COMPLY WITH THE BUFFER/BERM REQUIREMENTS WILL BE REPLACED TO THE MAXIMUM EXTENT POSSIBLE BY THE DEVELOPER OF THE OF THE PROFFERS. PARCEL OF LAND. 2. ALL LANDSCAPE SCREENING PROPOSED IN THIS SITE PLAN SHALL BE IN 2. LANDSCAPE SCREENING SHALL BE PROVIDED IN ACCORDANCE WITH THE FREDERICK ACCORDANCE WITH THE FREDERICK COUNTY ZONING ORDINANCE. COUNTY ZONING ORDINANCE AND IN CONJUNCTION WITH THE FULL SCREEN EARTH BERM. LANDSCAPING IN CONJUNCTION WITH THE EARTH BERM WILL CONSIST OF A MIXTURE OF EVERGREEN AND DECIDUOUS TREES. AT LEAST TWO THIRDS (2/3) OF THE GENERAL EARTHWORK REQUIREMENTS TREES SHALL BE EVERGREENS. ALL TREES SHALL BE OF THE TYPE THAT WILL THRIVE WITHIN THE SHENANDOAH VALLEY. EVERGREENS SHALL BE AT LEAST SIX (6) FEET IN NEAR —SURFACE SOILS ON THE SITE CONTAIN BOULDERS AND HIGHLY PLASTIC CLAYS. HEIGHT AT PLANTING. DECIDUOUS TREES SHALL HAVE A CALIPER OF AT LEAST TWO (2) INCHES AT A HEIGHT OF ONE (1) FOOT ABOVE ROOT BALL. WITHIN THE FOOTPRINT OF ALL PROPOSED STRUCTURES, BOULDERS SHALL BE REMOVED TO A NOMINAL DEPTH OF 2 FEET WHEN ENCOUNTERED IN CUTS, AT —GRADE COVENANTS AND RESTRICTIONS AREAS, OR IN FILL SECTIONS LESS THAN 12 INCHES IN DEPTH. HIGHLY PLASTIC CLAYS SHALL BE OVER —EXCAVATED AND REPLACED SUCH THAT A 2—FOOT SEPARATION IS MAINTAINED BETWEEN THE IN —SITU MATERIAL AND THE FINAL GRADE. THE APPLICANT SHALL RECORD AND INCLUDE IN EACH DEED AS WELL AS PROVIDE APPROVED STRUCTURAL FILL MATERIAL SHALL BE USED. FREDERICK COUNTY WITH A COMPLETE SET OF COVENANTS AND RESTRICTIONS IN - SUBSTANTIAL CONFORMANCE WITH THE PROTECTIVE COVENANTS AND RESTRICTIONS AS EXCAVATED MATERIAL SHALL BE CONSIDERED UNSUITABLE FOR USE AS STRUCTURAL SUBMITTED WITH THE: IMPACT ANALYSIS STATEMENT AND THESE PROFFERS. FILL, BUT MAY BE USED IN NON—STRUCTURAL LANDSCAPING AREAS. THE EXCAVATED MATERIAL SHALL NOT BE USED AS RETAINING WALL BACKFILL. MONETARY CONTRIBUTIONS TO OFFSET IMPACT OF DEVELOPMENT THE UNDERSIGNED, WHO HAS A CONTRACT PURCHASE THE SUBJECT PARCEL OF LAND, HEREBY VOLUNTARILY PROFFERS THA-E IF THE BOARD OF SUPERVISORS FOR THE COUNTY OF FREDERICK, VIRGINIA APPROVES li'HE REZONING FOR THE 63.5052 ACRE TRACT, LYING ON THE WEST SIDE OF ROUTE `:: AND THE SOUTH SIDE OF ROUTE 652 IN THE BACK CREEK MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA FROM RURAL AREA (RA) ZONING DISTRICT TO THE E_.GHT INDUSTRIAL (M-1) ZONING DISTRICT, THE UNDERSIGNED WILL PAY FREDERICK COUNTY, AT THE TIME OF THE ISSUANCE OF THE FIRST GRADING PERMIT, THE SUM OF NINETEEN THOUSAND FOUR HUNDRED FORTY—ONE DOLLARS AND SEVENTY—FOUR C1:= NTS ($19,441.74) TO BE ALLOCATED TO THE STEPHENS CITY VOLUNTEER FIRE & RESCUE COMPANY. STATEMENT OF ZONING PROFFER COMPLIANCE: SITE IMPROVEMENTS: 1. NOT APPLICABLE 2. NOT APPLICABLE: 3. THE RIGHT—OF—WAY ALONG THE WEST SIDE OF ROUTE 651 (SHADY ELM ROAD) HAS BEEN DEDICATED, AS REQUIRED PER THE PROFFER. 4. NOT APPLICABLE 5. NOT APPLICABLE BUILDING RESTRICTIONS: 1. PROPOSED DirecTV BUILDING IS TO BE LESS THAN TWENTY—FIVE (25) FEET IN HEIGHT. IT IS THEREFORE IN COMPLIANCE WITH THIS PROFFER OF MAXIMUM BUILDING HEIGHTS OF SIXTY (60) FEET. 2. THE PROPOSED LOADING DOCK IS SCREENED FROM VIEW OF THE ADJOINING RESIDENTIALLY ZONED PROPERTY BY A SOLID WALL, AND BY A HORIZONTAL DISTANCE OF 500-600 LINEAR FEET. N0. REVISIONS 8Y I DATE 1 REVISIONS TO RESPOND TO REVIEW COMMENTS REB 3/21/03 PREPARED UNDER THE SUPERVISION OF: DESIGNED R.E.B. DRAWN R.E.B. CHECKED SCALE AS SHOWN DATE 2-20-03 REF. ACCEPTABLE FILL MATERIAL SHALL BE NON —HIGHLY PLASTIC, WITH A LIQUID LIMIT OF LESS THAN 40 AND A PLASTICITY INDEX OF LESS THAN 15. ROCK FRAGMENTS LARGER THAN 3 INCHES IN THE LONGEST DIMENSION SHALL NOT BE PERMITTED IN THE TOP 2 FEET OF FILL BELOW PROPOSED SUBGRADE. THE CONTRACTOR SHALL PROVIDE LABORATORY TEST RESULTS "'"OR THE PROPOSED FILL MATERIAL FOR REVIEW BY THE GEOTECHNICAL ENGINEER. BUILDING FOUND �(,a)N EXCAVATION FOR ALL PROPOSED FOUNDATIONS BEARING ON IN —SITU SOILS OR ON FILL MATERIAL WITHIN 1 FOOT OF EXISTING �'SRADE, FOUNDATION EXCAVATIONS SHALL BE OVER —EXCAVATED TO PROVIDE 2 FEET OF SEPARATION BETWEEN BOTTOM —OF —FOOTING ELEVATION AND IN —SITU SC-111_S. PRIOR TO BACKFILLING, OVER —EXCAVATED AREAS SHALL BE LINED WITH WOVEN GEOTEXTILE, AMOCO 2002 OR APPROVED EQUAL. REPLACE WITH STRUCTURAL FILL MATERIAL COMPACTED TO 100 PERCENT OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D 698) WITHIN 2 PERCENTAGE POINTS OF THE OPTIMUM MOISTURE CONTENT. RECOMMENDED STRUCTURAL BACKFILL MATERIAL BENEATH FOUNDATIONS IS VDOT SELECT MATERIAL TYPE I, MINIMUM CBR 30, OR VDOT TYPE I, SIZE NO. 21 A AGGREGATE, OR APPROVED EQUAL. BOULDERS ENCOUNTERED WITHIN OVER —EXCAVATION DEPTH SHALL BE REMOVED AND ADDITIONAL STRUCTURAL BACKFILL PLACED AS REQUIRED. ANTENNA PAD PREPARATION STRUCTURAL FILL MATERIAL BENEATH ANTENNA PADS SHALL BE VDOT SELECT MATERIAL TYPE I, MINIMUM CBR 30, OR VDOT TYPE I, SIZE NO. 21 A AGGREGATE, OR APPROVED EQUAL. COMPACTION SHALL BE 100 PERCENT OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D 698) WITHIN 2 PERCENTAGE POINTS OF THE OPTIMUM MOISTURE CONTENT. STRUCTURAL FILL SHALL BE PLACED ON WOVEN GEOTEXTILE, AMOCO 2002 OR APPROVED EQUAL. IN —SITU SOILS AND BOULDERS SHALL BE OVER —EXCAVATED AND REPLACED WITH STRUCTURAL FILL SUCH THAT A MINIMUM SEPARATION OF 2 FEET IS MAINTAINED BETWEEN THE BOTTOM —OF —PAD ELEVATION AND THE IN —SITU SOILS. PREPARED FOR CONTRACT PURCHASER OWNER & DEVELOPER D IRECTV OPERATIONS, CENTRAL COCA —COLA INC. BOTTLING CO., INC. P.O. BOX 915 P.O. BOX 27887 EL SEGUNDO, CA. 90245 RICHMOND, VA. 23261 (310) 964-8075 (804) 359-3759 * CONTRACT SETTLEMENT DATE: 03/05/2003 NOTES SITE PLAN DIREcTV — WINCHESTER TELEVISION TRANSMISSION FACILITY 260 SHADY ELM RD., FREDERICK COUNTY, SHAWNEE MAGISTERIAL DISTRICT P.I.N. 63—A-58A JOB NUMBER 23001.10 SHEET REFERENCE NO. VA. i C-2 SHEET 2 OF 17 FENut- SINE BLACKBURN L PARTNE 110 HAWT WINCHESTER, NOTES: * NO FIELD SURVEY PERFORMED FOR THIS SITE PLAIOUB'MISSIOf * THIS INFORMATION IS TAKEN FROM FINAL SUBDIVhSION PLAT AN SITE DEVELOPMENT BY TRIAD ENGINEERING, INC. AS RECORDED IN FREDERICK COUNTY. _ * FLOODPLAIN NOTE: NO FLOODPLAIN IS LOCATED ON I PROPERTY, PER F.E.M.A.'s Q3 FLOOD DATA AND (FIRM) FLOOD INSURANCE RATE MAPS. RVANTES & ASSOCIATES, P.C. NGINEERS • PLANNERS • SURVEYORS 3541 CHAIN BRIDGE ROAD, SUITE 7 FAIRFAX, VA. 22030 (703) 691-4114 II II II II II II I U o a VA NO. REVISIONS BY I DATE I PREPARED UNDER THE SUPERVISION OF: 1 REVISIONS TO RESPOND TO REVIEW COMMENTS REB 3/21 /03 DESIGNED R.E.B. CHECKED SCALE AS SHOWN DRAWN R.E.B. DATE 2-20-03 REF. N41044'23"� 586.05% C/L_-WATER )0',00" E 1130' RAI NAG E ,S-" -A7 PREPARED FOR CONTRACT PURCHASER OWNER &c DEVELOPER D IRECTV OPERATIONS, CENTRAL COCA -COLA INC. BOTTLING CO., INC. P.O. BOX 915 P.O. BOX 27887 EL SEGUNDO, CA. 90245 RICHMOND, VA. 23261 (310) 964-8075 (804) 359-3759 CONTRACT SETTLEMENT DATE: 03/05/2003 L = 134) 68' 0 = 90°41' 50" R = 85 08' T = 86. 12' CD = N 6° 38' 1 " W \ I fl,'�';'� N d Lo N � (= -j Q (_0 C- w <� I oo Q0 w Z---1 U �L-J w 0') jooj`:�j® � C �o Iz 14 � , z II � III tr; 11 RQ' 0 w _J" O _� �Q a0 U � L1__I %.LLIr4)wtL. >_ z :D .. m OQZ J a QEL ry- Y Li w z � W � 6 GENERAL ELECTRIC P. 0. Box 60340 F 00 0 FORT MYERS, FL 33906 398/37 ZONED: M-1 w USE: MANUFACTURING PLANT PIN: 63—A-57 � \ co C C_ GRAPHIC SCALE i 6'_ 6 9 ' 150 —� c:;_�o 'D=�6 0'36 " ylr LOT PLAN SITE PLAN D I REcTV — WINCHESTER TELEVISION TRANSMISSION FACILITY 260 SHADY ELM RD., FREDERICK COUNTY, VA. SHAWNEE MAGISTERIAL DISTRICT P.I.N. 63—A-58A JOB NUMBER 23001.10 SHEET REFERENCE NO. C-3 SHEET 3 OF 17 792 790 790 STA 0+00 o 0 0 n o> m 0 m m wY U Q U (n O —I l L m ~ = ~ _ocn PROPOSED GRADE m o ~ ~ =D T ;; 0:� I� o Z , o W U Qw i U Z JLu } Q ji W ( �� I U I W M U rn m STA STA STA STA 1 +00 2+00 3+00 4+00 Y Y Z Z m m U U D p W W C Z cf) J J Of Z W V n" W � z— 1C� — - u FW- D�U Ei mI_ �TQT- -- - --- ry --� CO o� w 79 6w --- Z — m -- ---------------- - - U -- --X 00 Z cn 3: 1.5' CLEAR MIN m Z, I 794 792 - 4 FIRE SERVICE 790 L H STA STA 5+00 5+76 MAIN WATER SINE PROFILE HORT. SCALE 1"=20' VERT SCALE 1"=4' FIRE SERVICE WATERLINE HORT. SCALE 1"=20' VERT SCALE 1"=4' NO. REVISIONS 1 REVISIONS TO RESPOND TO REVIEW COMMENTS RVANTES & ASSOCIATES, P.C. NGINEERS • PLANNERS • SURVEYORS 3541 CHAIN BRIDGE ROAD, SUITE 7 FAIRFAX, VA. 22030 (703) 691-4114 NOTES: 1. FREDERICK COUNTY SANITATION AUTHORITY WILL INSTALL WET TAP ON 12 INCH EXITING WATER MAIN. 2. ALL PIPE INCHES AND LARGER WILL BE CEMENT LINED DUCTILE IRON PIPE. 3. ALL PIPE WILL HAVE A MINIMUM COVER OF 36 INCHES. BY I DATE I PREPARED UNDER THE SUPERVISION OF: REB 3/21 /03 0.0 10 KMRD E BUiGO �V No. 25614 ,,1 d' '/ A'Ar DESIGNED R.E.B. CHECKED SCALE AS SHOWN DRAWN R.E.B. DATE 2-20-03 REF. PREPARED FOR CONTRACT PURCHASER & DEVELOPER D IRECTV OPERATIONS, INC. P.O. BOX 915 EL SEGUNDO, CA. 90245 (310) 964-8075 OWNER CENTRAL COCA -COLA BOTTLING CO., INC. P.O. BOX 27887 RICHMOND, VA. 23261 (804) 359-3759 * CONTRACT SETTLEMENT DATE: 03/05/2003 n HORT. SCALE 1 "= 20' VERT. SCALE 1"= 4 WATERLINE PROFILE JOB NUMBER SITE PLAN 23001.10 DIREcTV — WINCHESTER SHEET REFERENCE NO. TELEVISION TRANSMISSION FACILITY 260 SHADY ELM RD., FREDERICK COUNTY, VA. C-5A SHAWNEE MAGISTERIAL DISTRICT P.I.N. 63—A-58A SHEET 6 of 17 x x X \ i t, X X - X - X f717-01 i - - - I ._----_---. ...----------------------•------------•---------- - 14.E r --- / �` - i _ -- ----------------------- 1 -- - i ----------- - - n __ __ _ _ J \ "� 79 .2 - ,� W;ij - =' - �- t- - ' - - ___.�_�_- _-_ -r- X- - --- - ; - - - - -7C --7- - - - - - - -- -- -- �' -�(-- - _. .. - -' --- - - - I i - - - - - _ 92 - --- - , . ._ .-__ __ ._ ___.__ I ._ .7___.___.______ W - W - - -- W -- -' ---------- ---- - - -' = - ------------_::::_ PR_0P (3 E _ {_ �-- = X - - x `--- W� w� - - - - - - -:::::::._a f - :Hai.-- LtN NC - x W ;l , W �� F-------------------------------- e i _.w� w� - i I - w _------------- 79 -, -- -- - - Iw'------- - _- ----- w I i;� -' -- - --- I --T-- r - - - - --- -- --------- --- ' W - X 6 ; V " •------ I '\ ENKAMAT OVER GRAVEL" --' r` i O O o O w x ,,_ A 6 �V W GT_8�+9.20 I J \ Q A. 796.80 x I 79 40 -- W D ° CD o M 796.30 79 .5 L` p 5% a' ` I -- Q6 HC SPACE 6. 0 - _ 790.41 TC _ MAX. BLDG. FCT. - 2.5 FT. `-- ---- �_ x \ HC RA P w s� FF=797.00 / </�� 3.4% CD-- I %_ L' Q / ;91.30j L° . 8.2.6 .. . - . . J o .00 796.50 r = W , '� \ ? D o ° ' D i ti ✓ "' CG- R n > CG-6 WITH 2' CURB O - d � O O O O O y 796.9 z Q a- w w OPENINGS © 10 O.C. _ ( W I i ' + 790.41 TC B o 0 ENKAM/AT - r I I FF=797.00 FF=797.00 a r- !- 2 - , T D �r, O O O 796.80 SAT. ANTENNA SAT. ANTENNA q y ;� �� ' �, 790.80 CG-6RLIJ i o HT. = 55 FT. ' O �� O HT. = 55 FTz 1 7 5.40 I- o Q it, X7 .5 / �, w f 790.00 O O Q �� 0 56 796.00 x / o O- 2 SIDED LIT D\ O y 0 o ADDRESS SIGN 795.40 94 j 796.50� 796:50 X x, i 796.00 ! ' '� _� a�Ai 796.50 - -�- SIGN HT. 4.215 I !� ".._ LIGHT HT. - 18,) I i - Nj LLI 796.20 IV \ � w I� w 795.67 ENKAMAT OVER�I - - - 1-1 _ GRAVEL ; W . W w. W - - - -794511 ` r + W ; x� 6 PROPANE \ Sp /792.00 +'� I W TANK I -794 00 x ,9 796.20'� EN K AA--A'f ^lC l w 794.6 0,, C, t I \ w w w w w CONC`-SCALE , \ ENKAMAT a _ SURFACE CROS NG �' W e I LL- TOOL SHED NCLOSURE OR WMPSTER REINF. CO C. SLAB ` X l i I REINF. CONC. -8 SLAB (12'x10') ') SEE DETAIL _ SHEET . HT. 10 . t 20 FOOT HIGH MOUNT (10'x10 Y \ HT. - 0 SECURITY LIGHT &- Acl 1 _ j ON POLE . %\ FEN �t'-X -x -x _x ` x PROPOSED 6�T60T CHAI INK -_ x \� ) %' { \ l _ I j ; - \ t_ _ i� Jl X ___4 X x X X X ��v �!�-���' X - X - x V\v'�• �v`1f V^V '.V v1/�:� ^`l-v��'v1f^�� _- - -' �✓3 y' /�,�..1' �- L�..''`=-•„-' 3 3 �3 3 ` \ \ \ f, \. NO. REVISIONS BY I DATE 1 REVISIONS TO RESPOND TO REVIEW COMMENTS REB 3/21 /03 RVANTES & ASSOCIATES, P.C. NGINEERS • PLANNERS - SURVEYORS 3541 CHAIN BRIDGE ROAD, SUITE 7 FAIRFAX, VA. 22030 (703) 691-4114 PREPARED UNDER THE SUPERVISION OF: DESIGNED R.E.B. CHECKED SCALE AS SHOWN DRAWN R.E.B. DATE 2-20-03 REF. PREPARED FOR �c CONTRACT PURCHASER OWNER & DEVELOPER D IRECTV OPERATIONS, CENTRAL COCA -COLA INC. BOTTLING CO., INC. P.O. BOX 915 P.O. BOX 27887 EL SEGUNDO, CA. 90245 RICHMOND, VA. 23261 (310) 964-8075 (804) 359-3759 CONTRACT SETTLEMENT DATE: 03/05/2003 111 t_ I , " GRAPHIC -,SCALE fill 0 20 i 40 IE 160 1" = 20' GRADING PLAN JoB NUMBER SITE PLAN 23001.10 DIREcTV - WINCHESTER SHEET REFERENCE N0. TELEVISION TRANSMISSION FACILITY 260 SHADY ELM RD., FREDERICK COUNTY, VA. C-6 SHAWNEE MAGISTERIAL DISTRICT P.I.N. 63-A-58A SHEET 7 OF 17 0� i I� L C) Fr7 x x x 7 x x !X --------------- --- ---------------- - - ------------ ----- ----- ------- F FM FM E -------------- ---- - --- -------- ---------- -------------------- --------- . ........ ...... ------------------ -------- CD 41- O el 00 f0 0 -- ----------- SLOPE TO MATCH EXISTING 2:1 MAX 4) TYPICAL DITCH SECTION NOTES: 1. SLOPE AS PER PLAN 0.7% TO 2%. 2. FINISH DITCH TO BE GRASS LINED. ------------ - - - ------ -- - --------------- - ------------- ------ - ---------------- --- ------------- -- ------------------- - - ------ ------------ ----- ------------- TOP 6F --- Dl-T-CH ----- - -------- ---- - - -- - --- - --- - - --- - ---------- - -------- 0.70% - ---------------------- --------- - ------------------- ------- TOP OF --- DITC-H .............. ---------- I --------------- ---------- -------------- -- ---------- -- _--__ - -- --- --------------- __.._.. - ---------- ---------- -------------- ---- ----- ------------ --------------- -------- ---- -------- __ --------- -- RVANTES & ASSOCIATES, P.C. �GINEERS - PLANNERS - SURVEYORS 3541 CHAIN BRIDGE ROAD, SUITE 7 FAIRFAX, VA. 22030 (703) 691-4114 --- - -- - -------- ------- ------- ---- - -- ------ �j, DIRECTV- WIN CHESTER- HYDROLOGIC DESIGN DRAINAGE NARRATIVE: THIS SITE IS ABANDONED CROP LANDS WHICH NATURALLY DRAIN VIA SHEET FLOW. THE PROPOSED DEVELOPMENT MAINTAINS SHEET FLOW DRAINAGE. TO THE SOUTH AND WILL INCREASE RUNOFF FROM THE 10 YEAR STORM LESS THAN 2 CFS. TO THE NORTH THE INCREASED DRAINAGE WILL SHEET FLOW TO A NEW DITCH WHICH WILL LEAD TO EXISTING PIPING AND EVENTUALL TO THE STORMWATER MANAGEMENT STRUCTURE TO THE NORTH OF THE SITE. THIS DRAINAGE IS AS APPROVED IN THE SITE MASTER PLAN. THE EXISTING GRASSED DRAINAGE PATHS HAVE SHALLOW GRADES (LESS THAN 2 %). NO INCREASED EROSION IS ANTICIPATED FROM THIS DEVELOPMENT. N0.1 REVISIONS BY DATE 1 IREVISIONS TO RESPOND TO REVIEW COMMENTS IREB 13/21/0,3 ---- ------------ A COEFFICIENTS OF RUNOFF: PERVIOUS / GRASS: 0.30 IMPERVIOUS / PAVEMENT 0.95 SEMI -PERVIOUS / GRAVEL 0.65 PRE -DEVELOPMENT DRAINAGE CALCULATIONS: COEFFIC'NT. INTENSITY AREA ACS. TOTAL CFS 2 - YEAR STORM NORTH T.PERV. 0.3 5.3 5.60 8.90 SOUTH T.PERV. 0.3 5_3 0.99 1.57 10-YEAR STORM NORTH 0.3 6.8 5.60 11.42 SOUTH 0.3 6.8 0.99 2.02 100-YEAR STORM NORTH 0.3 9.3 5.60 15.62 SOUTH 0.3 9.3 0.99 3.01 PREPARED UNDER THE SUPERVISION OF: Ar do-o-o"s, ,ff*b,ITH opl% w P. �e % 00 4¢% j2�, E GOYtE R v14 2 00 DESIGNED R.E.B. CHECKED SCALE AS SHOWN DRAWN R.E.B. DATE 2-20-03 REF. ---------- ----- ------ 7 - - ------ ----------- -- ----- -- - -------------------- - --- ------ ou ----------- ----------- ---- ---- --- ----- ----------------------- ------ -- ----------- .. ..... ...... /\ v / I R EXISTING PI DRAIN ........... ................ ------ ........... . ........ ---------------- ......... .. z_� . ....... ----------- ----- ------- ------- ---------------- -- ------ - -- - - -------- r-) 0 Id t GRAPHIC SCALE 0 20 40 60 POST -DEVELOPMENT DRAINAGE CALCULATIONS: 1 20' PIPE ACROSS DRIVEWAY 2 - YEAR STORM COEFFIC'NT. INTENSITY AREA ACS. TOTAL CFS NORTH T.IMPERV 0.95 5.3 0_34 1.71 10 - YEAR STORM COEFFIC'NT. INTENSITY AREA ACS. TOTAL CFS T.PERV 0_3 5.3 4.42 7.03 NORTH T.IMPERV 0.95 6.8 0.14 0.90 TGRAVEL 0.65 5.3 0.16 0.55 T.PERV 0.3 6.8 1.31 2.67 TOTAL 9.29 TGRAVEL 0.65 6.8 0.12 0.53 SOUTH T.IMPERV 0.95 5.3 0.09 0.45 TOTAL 4.11 T.PERV 0_3 5.3 1.46 2.32 TOTAL 2.77 10 - YEAR STORM NORTH T.IMPERV 0.95 6.8 0.34 2.20 T.PERV 0.3 6.8 4.42 9.02 TGRAVEL 0.65 6.8 0.16 0.71 TOTAL 11.92 SOUTH T.IMPERV 0.95 6.8 0.09 0.58 T.PERV 0_3 6.8 1.46 2.98 3.56 100-YEAR STORM NORTH T.IMPERV 0.95 9.3 T.PERV 0.3 9.3 TGRAVEL 0.65 9.3 TOTAL SOUTH T.IMPERV 0.95 9.3 T.PERV 0.3 9.3 TOTAL PREPARED FOR CONTRACT PURCHASER OWNER & DEVELOPER DIREcTV OPERATIONS, CENTRAL COCA -COLA INC. BOTTLING CO., INC. P.O. BOX 915 P.O. BOX 27887 EL SEGUNDO, CA. 90245 RICHMOND, VA. 23261(804) (310) 964-8075 359-3759 * CONTRACT SETTLEMENT DATE: 03/05/2003 0.34 3.00 4.42 12.33 0.16 0.97 16-30 0.09 0.80 1.46 4.07 4,87 12 INCH RCP AT 1.5% Q = 4.4CFS OK DITCH 10 YEAR STORM NORTH AREA 11.92 CFS 11� A 5 SF WET PERIMETER (WP) 6.82 LF R= A/WP= 5/6.82= 0.73 SLOPE=S= 0.007 FT/FT n = 0.027 V= 1.49/N *(R)2 *(S)2 = 2.8 FT/SEC Q=14 CFS OK GRADING PLAN SITE PLAN DiREcTV WINCHESTER TELEVISION TRANSMISSION FACILITY 260 SHADY ELM RD., FREDERICK COUNTY, VA. SHAWNEE MAGISTERIAL DISTRICT P.I.N. 63-A-58A JOB NUMBER 23001.10 SHEET REFERENCE NO. C-6A SHEET 80F 17 1 7?„ (7'*' SIGN DETAIL �-7SCALE: 1 /2"=1' FINISH TOP SURFACE TO BLOCK FINISH TOP SURFACE TO ESTABLISH POSITIVE DRAINAGE. SIGN ESTABLISH POSITIVE DRAINAGE. WALL//— 00 #4 REBAR © 12" O.C. 1l ° d° 24" 4 #8 REBAR 4 CONT. (TIE REBARS AT JUNCTIONS AS 8" 32" 8" NEEDED.) ADDRESS SIGN FOUNDATION DETAIL SCALE: 1 /2"=1' RVANTES & ASSOCIATES, P.C. NGINEERS • PLANNERS • SURVEYORS 3541 CHAIN BRIDGE ROAD, SUITE 7 FAIRFAX, VA. 22030 (703) 691-4114 ONE PIECE PRECAST CONCRETE CAP OF NEUTRAL TONE, CHAMFER ALL EDGES. SHADE 1 (LIGHTER OF 2 SHADES) SPLIT —FACE BLOCK. (8" X 16" FACE X 4"' DEPTH) SHADE 2 (DARKER OF 2 SHADES) SPLIT —FACE BLOCK. (8" X 16"FACE X 4"DEPTH ) LETTERING: 8" TALL CAP LETTERS & NUMERALS FLAT CUT ALUMINUM SIGN LETTERS HYDROSEED GRASS MIX 21 A GRAVEL COMPACTED TO A DEPTH OF 8" CL „ 28 2" OVERHANG ALL SIDES N „ CHAMFER ALL EDGES. 2" RECESSED FACE. RECESSED SIGN FACE WITH �o r12" NUMERALS AND LETTERS ON SUPPORT EXTENSIONS. MORTAR SLOPE TO DRAIN. N 12" e , NATURAL ELEVATION d m MOW STRIP/CONCRETE. co ° ad ' a e d a 2-SIDED ADDRESS SIGN DETAIL (CROSS SECTION SCALE: 1 /2"=1' MANUALLY ADD TOP SOIL TO A DEPTH OF 4" TO 1" ENKAMAT (LAY FLAT BACK DOWN) COMPACTED SUBGRADE NOTE: STAKE EDGES AND SWALE CENTERS AT 36 INCHES ON CENTER. ENKAMAT OVER GRAVEL SERVICE ROADS SCALE: 1 /2"=1' HYDROSEED GRASS MIX MANUALLY ADD TOP SOIL TO A DEPTH OF 4" TO 1" ENKAMAT (LAY FLAT BACK DOWN) NOTE: * FOR VEGETATIVE FILTER STRIP STAKE EDGES ALONG BACK OF PERFORATED CURB AT 12" ON CENTER. STAKE NON —CURB EDGE AT 36" ON CENTER. * FOR STABILIZED DRAINAGE SWALE STAKE 36" ON CENTER ALONG SWALE EDGES AND SWALE FINISH GRADE CENTERS. 5B ENKAMAT FOR EROSION CONTROL & VEGETATIVE FILTER STRIPS C-7 SCALE: 1/2" =ij NO. REVISIONS BY I DATE 1 REVISIONS TO RESPOND TO REVIEW COMMENTS REB 3/21 /03 PREPARED UNDER THE SUPERVISION OF: op o RICHAAD E BM JR % 1 U f61 "f DESIGNED R.E.B. CHECKED SCALE AS SHOWN DRAWN R.E.B. DATE 2-20-03 REF. PREPARED FOR CONTRACT PURCHASER OWNER & DEVELOPER D IRECTV OPERATIONS, CENTRAL COCA —COLA INC. BOTTLING CO., INC. P.O. BOX 915 P.O. BOX 27887 EL SEGUNDO, CA. 90245 RICHMOND, VA. 23261 (310) 964-8075 (804) 359-3759 CONTRACT SETTLEMENT DATE: 03/05/2003 NATURAL ELEVATION 2-SIDED ADDRESS SIGN DETAIL (END VIEW SCALE: 1 /2"=1' I OF KAIL UK WIRE, AS SPEC GATE POST GATE LEAF WIDTH GATE POST OD FABRIC HEIGHT "A" DIAM "B" DEPTH 3' TO 6' 2.785 3 TO 5 12 30 6 TO T 14 42 1 Y TO If 16 46 T TO 12' 4.000' TO 5 14 38 6 TO 9 16 42 ly TO IT 1 BOTTOM RAIL OR TENSION WIRE, AS SPECIFIED GRAD LINE AND TERMINAL POSTS FABRIC HEIGHT TYPE POST "A" DIAM "B" DEPTH "C" EMBE 6 —0' TO T4 m 12 38 WIN NAL 12 38 "A" 6-FOOT CHAIN LINK FENCE FOR SITE PERIMETER NOT TO SCALE DETAILS SITE PLAN DIREcTV — WINCHESTER TELEVISION TRANSMISSION FACILITY 260 SHADY ELM RD., FREDERICK COUNTY, SHAWNEE MAGISTERIAL DISTRICT P.I.N. 63-A-58A JOB NUMBER 23001.10 SHEET REFERENCE NO. VA. C-7 SHEET 9 OF 17 general baclsfill general backfill (see nole) /(see note) ...... . ..... ............ %A' aA» 6.* grade trench 6minimum* fninimurn METER BOX and COVER min. & boxes box undistu earth--1 stone bedding 2min. L O.D� 1 1/2 O.D. TEE, WYE 0- — a ZZ=1 O.D� OR TYPICAL SECTION treated 2*x 4' with 4 � PLUG top 61 painted blue hinge In lieu of wood forming the fittrig may be wrapped with *denotes hand excavation meter cover 6-0, min_polyethylene. and the concrete Poured to completely surround 'D* 12' min. for 10' and smaAer pipe against u o# shall remain as shown. /—fin. grade prior 3�xaa= the fitding an a undisturbed soil. The bearing dimensions 'D' 113' min, for 12'thru 29' ailcie, set 21 above na�uL 61 6� access \'t—tauch pad stone see chart below for A, B, C dimensions, varies as required to sodding docr,,vith J stone padlock hasp CONCRETE DIMENSIONS FOR HORIZONTAL THRUST BLOCKS "B'Minirrium-, I STANDARD CONCRETE ARCH general backfiH general backfill 'sedgy note) (see note) ...... . . ..... . . . .... . .... - — ----- ............. ­_­­ ........... .................... _. ---------- ........ . ..... . ........ ... . .... .............. ... O.D. concrete ;1.2NI F 24' select tackfill (see note) RON trenM h bo Pipe Dia. I Plugs, Wyes & Tees I 11 114' and L.G. 1!T Bends .5' and 9Cr Bends C A B 0-9. 9-9r 1 01-91 11-31 U--9- -T!�7-7T= , _T 0,_T I Z-3* I rr -6- 19-9- f 1,-T 1,-w 1 -&-4-7777--g- 1 9-9- 1 Z-6- 12' l'-(r 2-6' 1 -3 1,-0. 11 V-6, Z-O* 140 1 V-6' V-W 4'-0' F-1-FT-273- -7-T 1 V-6' 1`-(r 1 21-0' 2'-T 1 f-T 4'-6' 1 1-3 3' 1 '-T 2 -Y -Cr 4'-9- V a� "A' 1 n-7 1'-6- 1 2-T 13`-3A 1-1 4_72-7cr METER SIZE METER BOX METER BOX COVER 518'xaf4. or 3.,'4* 18 in. Dia. Non-Tratfic M32C_PW Traffic A32HH - T 1. 24 in. Dia. Non -Traffic MC-30 (Frame) �IVJTH RML- I -T (Top Lid) Traffic MC-30 (Frame) WITH RML-12-T (Top Lid} stop 3* stone bedding 1 W-21 meter�by F,C,SA meter box surrounding box angle check valve W min.1 with drain valve 45- min. an le ke tomh pad read out (mounted on do&.1 type K coppei precast concrete A tubing, continuous without joints from main to meter vault - min- 6'waib —7 60 stone bedding ....... ........... ­.. water main 24M select backfil tsee note) 4- select backfill (see note� 91 1 W' THRU 90v BENDS ', 1 a Ston --- Zw, 6» O.D. 1/2 O.D� galv.f) rods over filt s and n gL in concrete thrust blocks. ..... FIEING SIZE BOD SIZE ILO. _RODS EvLQEDMtNT pipe in vault to be access ladder ductile iron class 52 curb & gutter min. Street ............ ... �j Mau M 2* & LESS 2 ......... manhole beat 14' - 20' 'ON NOTES: 2 a g 6� 36' INSTALLATI Z L Concrete concrete concrete . .... ...... . . xact location of meter box assembly 1- E, to be approved prior to installation. block si tpport �qKoxck in cu, Va. Fitting I Volume of thnig type VERTICAL BENDS 2- Water service crossing street shall be 6' stone I size 1 4 go - CONCRETE CRADLE CONCRETE ENCASEMENT encased in 3* dig. SCH40 PVC or ;% .... ..................... stone bedding--/ 6. M \ 1_­.:=_ 1�3 8. SDR21 piping. The piping shall run from ....... ­­=­­ ---------- wl'__ 1.1 2.3 :2 one foot beyond sidewalk, across the 18 37 in .- THRUST BLOCKS FOR VERTICAL 12- street, to one foot beyond sidewalk. UP BENDS SHALL BE THE SAME 1.2 2.8 5.5 I X I TEE (T4444441� NOTE: To be compacted to 95% of ASTM D698 maximum density. AS FOR HORIZONTAL BENDS. 14' 0.5 1.7 3.9 7,6 DUAL METER INSTALLATION 19 0-9 2.3 5.1 - 18, 1.4 3.2 6.3 - 3"THROUGH 8" METER INSTALLATION TRENCH & BEDDING 20' 2.2 4.5 7.8 - 5/8'*X3/4", 3/4" & 1" METER INSTALLATION Figure 7 Figure I CONCRETE THRUST BLOCKING Figure 5 Figure 2 1 GREEWLEEr SLS treated 2' X 4' =St W/ C4.00s Nwov BARN DOORS (Bol: H, IN': 0,50 d­ w*h WWI— Cad. 4­ I'MR-41Yn., top 6' painted green fA An WMVIA4111:111111 imly"YW hingd �� ­tmo" akurn 44 J------------------ - -- - 'jqp­N , r. i Per d—) - k�d. by . r all" 'Now STANCRON MOU14T (5 One" S� indwhuilly mn­Lb6-.&i­bly numm it, d­ r 00 x 2sir . i zr �Asz a 31+ concrele skid pad FEATURES & SPECIRICATIONS NPSM %awt nusumWiring and internal prop" �t d— Wame 1n11­ C­u­ Nw. flound 44 aoonsolsl� tivowil land hole� I 8'x I 8'x 6" oeep INIT�m IIJ111IC— h" 11M SO", 0,0060, c4dw W A*dhAft 064* mended kw gmurd­nted ft�� m ­d;d- hne ot , %N1 ­ud.J fi�h—. Anoalbl6e m stand" hnniws, %WOK, NWVY•VQo, oko-Aft-M 000*. sww* Anv;-Mouwaid Am* Cutoff Ugiviting CLAR9 SMILD (GS): 1;—.,d 16 V..teol. (7 = - finished graide [—lid marked sewer 1r4WV-VM�"d Ow ~h"­0l#X: itt#"fily, I'M" dowd­ S M--, � di —A d�, 4— W­.md WALL HOUNT D pbi� i.p" W ma Amumq Inkm f iftft4, a4wftuim Wqst iswelimak A2 ft. be-d with P,*­b��e ShAd op- .. i A—bbl�o u 3L.M.nd untsh�. % —� F�- A—& w --ung P%w hatOW4 is =s"U'aw L y ­h . Ps ­7RZ77V 1 " 1 Awiliabit . �Lanard hmsh­ SW4WMf0il!0WWJW 11110M bOMV 10011t 00�WWV*Wft" W*h POLYCARRONATE SMELD (PS Y lAr rlr Dimensions M slabAvxst (how"K40Mwd volycjr- HISH PRESSU"RE SODIUM 4' stone Senate. HDunxi to die tax 4w, namepl POST TOP ADAPTOR (PT). . One.oe(,� 1FT0 — 400-owali, *f*� **ilao ftft%m ftwwT, FW VW, ION, ISW MW M". "I , 7-IiA — 1— 14* cavwn,"Js. �dy _�." 'ArWA­ is �,C" -- 11-1111­ — 1-1, n pole ­Ah 2' r.-Pe to", t?-3fflr OUx Z-112'mln, lortinh (w 2- I" cza" 60*1AMM tvill"NW, lRo*v"�1JYpe lntmpat� I." General Applications Operational Information roadway box I e& 1-keful life i� 11.1t..4 by LN 41SOAUV�00 le pot t (2-718, CM X IX nun. mmenk Iv" IV Vw"*4 Nook wt4 wmatV uiaww Two V 4SVM- from stmlho�L fil"S 0� MH 6nvs 6,.Cch)� F'�w 124or The size, efficiency and operating Motor OWUPok mit all— SK smwiz Bost 2'bail valve with 4EMCI�l economy of the GP 2010 make it your I HP, 1,725 RPM, high torque, capacdar min. wobftb- 05 is VWWJ*4m"il, At R3 am Fla 7 AR041717ECTURAL JUNMON Box (JB� Tc*.A.Jlar� allc� �� --two •Castalumn� tx)dy.nd �u4knawhiqg fbqwes and 3fAr Iv.Ixontal acVJAM_,nL best choice for single dwellings, start, thenTially protected, 120/240 V 160 2' square operating nut---,-, JliiiWW-rw*M q0to *m.tarn g4la kws is sunard lia FM dii- ­_1. Uwjpo�. EPID" M­ 7Ak,.L Intorrat 1/2'THREAO ADAPTOR (TA), M-Wwowcl waterfront property, subdivision Hz, one phase --t fth ­16R �­kmand l,2* NPSM alWmovon pipe reducer adapts 3W M,* dwiod developments and marinas. The GP type K copper--\ CUCTWAL SYMM —A0 -vAcuwm 4,*- mAw soam tofto uw F­b— Xmd­-tall.L— (17-stem) to 117.' Ke thnad (by others) 2010 is ideally suited for both now and Inlet Connections 5555 A,,,ibL- ­6�d lmhfi­ VON n"ft, t4me,"il K=nINVOMM to"a 4 P404 VWft 11 �", I existing communities. 4' inlet grommet standard for DWV pipe. am� fto Wis.* sm cow" www ww fim% foam w4ed, Other inlet configurations available from. L -- ---- - -- -------- M"W-ftm vac*IWAVqA cmim oftv. r4k0*4*M4 *44" Features the factory. $bW 11134 W194V COnt*IX Lit iift* IWNAW, 40 P" 10" W Mko 100V4 dikscQ00#0 11 iv, Ap *"-*00 4-era The GP2010 Grinder Pump is a complete Discharge Connections IJ700"llis" affm unit that includes: the grinder pump. Pump discharge terminates in 1 -11,V NK force MIP I pack joint S"We 1161M IQ '?Aft check valve, HDPE (high density female thread. Can easily be adapted to main IWAUATION-- f4w4tilt T am wk* llift9ral sOc4p corgimumm lot M=t couplinag MW tw PC* mwmq% =I S L S It polyethylene) tank and controls. 1-1/4' PVC pipe or any other material: saddle GP2010 is packaged into a single required by local codes. complete unit, ready for installation. 2" corp. RP pack joint SOR-21 a to 41%0 MOUNTING => Flow 6p_ Discharge* stop coupling (6 fL min-) solvent SLS.Hf -- - -------------- - ---- hflpurrt All solids are ground into fine particles, 15 gpm at 0 psig weld cap ( allowing them to pass easily through the 11 gpm at 40 psig ORDERING HYFORMATION exsmoor XMIlmliainsf"Srom pump, check valve, and small diameter 9 g • pipe lines. Even objects that are not prn at 60 psig ch"Wo* bowlh" 1�00 ""row r**" 400 2­3 F/I [i.. normally found in sewage, such as Overload Capacity KV$1 2W Km I plastic, rubber, fiber, wood, etc. are 4' rNM4 rox ground into fine particles. The maximum pressure that the pump • by 0Z tiers can generate is limited by the motor 9"k* F_ 00deft 7 -P The 1-1/4' inch discharge connection is characteristics. The motor generates a 120 sp" !low# %ow W ill* Shili#l*d 1111111CA11114d VA fkbn A"Awbaww cow* adaptable to any piping materials, pressure well below the rating of the X"I Im ZW ap" Ph" 011" ff an" SIP %*� twd 41m, 2711, 311M �Wwdo thereby allowing us to meet your be piping and appurtenances. The visl Im 21111111, W" fted Cola 4Wa a *W so DOWN hw = 24k no code requirements. automatic reset feature does not require Oak orw# The tank is made of tough corrosion manual operation following Overload- 194vdaI0 resistant HDPE The optimum tank US: Q"M fom*# w4fto daw MA aw" WM* capacity of 70 gallons is based upon =V lanv Fa Inclu" OU MiNk computer studies at water usage roadway box by Tyr Pipe item WWYAU60" Tv� "I , patterns. A single GP 2010 can DAiMt 0"rm am two* WAH 00 00AW In M 0* 0*0K, Celli" no. 143-R adjustable- W to 48" 92 in too ill ftadw" "",Mau M 04vw 0A VvULO sm Wbood lio mp" vN* OM14 Mvikm ipripgn accommodate the sewage flow from two -it C&A,&" suodvls. single family homes or 700 gallons per Threaded shaft adjustment only 03 1E3,T"W #0 A""ftst out T"" NOW"* W 4"A IRAWW 44m"M day. lid marked- sewer 44 0 TM IV Farmild Thw W MO N�*= bow vacivii illist swol;w" FRONT SIGN GROUND MOUNT LIGHT 2' operating nut 94 0Tye vsWw"Wic 00 Owl, tic Iftniolgiov Alygoti $at aww4w troy The internal check valve assembly, on 2* ball valve M CWOW40 mpoom two OT4 ramift Ima located in the Grinder Pump, is C=OM $54 k4" �-md designed for non -dog, trouble -free Nofft VA"A 1VPWWA*"-A operation. IM "s %1*11114 fte 15,5132,254 MW-ftk pf tra 7a 138dard Numbam: 5,752,315 ITXVY, 5,439,180 The Grinder Pump is automatically M W" mvdAxk V1 tuy" 3W OR a" "4 %BOA "&n4xk Pf 14W DischaW d9ft mciudes Ims ftough dwk activated. It runs infrequently for very brick 4 ONAW" 'm MT "A ftwt4ak Pf t"M PERIMETER POLE LIGHT 20' MOUNT valve, Y*kh is minimad. short periods. The annual energy 11 W*W "WOM illft 41111ft bconsumption is typically that of a 40 watt m, An" W qr*MW* tAv# .awan " 0 FIS M WW t%W4. So uwwq tap h3o PEA 40M Printed in USA, on Recycled Paper light bulb. 6' stone 4 = rlhaamw Iwo PA1346P01 Rev. B, 1/99 Units are available for indoor arid outdoor fV me 0"Woft �Owlw sw *X*A"W wfim 0 AAWWW*0 installations. Outdoor units are designed *0 #*0$" tmtw hip A00". to accommodate a wide range of depths. 2' forced sewer lateral pipe TOO 0A Oft TW1111111111W hww N"41VI IV*~ aww. il�_Wrt"MjSANITARY LIFT STATION, INSTALLED IN ,rilllllm Mfg TAWO - FORCE MAIN SEWER SERVICE LATERAL THE BUILDING. Figure16 ........ ................. ...... (WID" sh"ft. XVS1_S AL - 590 N 0. REVISIONS BY DATE PREPARED UNDER THE SUPERVISION OF: JOB NUMBER 1 REVISIONS TO RESPOND TO REVIEW COMMENTS REB 3/21/03 PREPARED FOR DETAILS A' 'M 0dJj,J,JTJJ 0 P"14 CONTRACT PURCHASER OWNER 06 �p SITE PLAN 23001.10 sG 0 io & DEVELOPER 41" CERVANTES & ASSOCIATES, P.C. # a RICHAV4. ENGINEERS - PLANNERS - SURVEYORS #U No DIREcTV OPERATIONS, CENTRAL COCA —COLA D I RECTV WI N C H E S TE R SHEET REFERENCE NO. o 0 BOTTLING CO., INC. 3541 CHAIN BRIDGE ROAD, SUITE 7 INC. P.O. BOX 27887 TELEVISION TRANSMISSION FACILITY 0RICHMOND, VA. 23261 0 P.O. BOX 915 FAIRFAX, VA. 22030 ENGINEERS (703) 691-4114 EL SEGUNDO, CA. 90245 (804) 359-3759 260 SHADY ELM RD., FREDERICK COUNTY, VA. DESIGNED R.E.B. CHECKED SCALE AS SHOWN (310) 964-8075 SHAWNEE MAGISTERIAL DISTRICT DRAWN R.E.B. DATE 2-20-03 REF. I * CONTRACT SETTLEMENT DATE: 03/05/2003 P.I.N. 63—A-58A SHEET 11 OF 17 M=R SETTING PARTS I line j meter Yokel angle yoke I angle check exparmion I size size I bail valve valve wheel V. 5,,8-a,4- BA94-224W HHCA91 -323-TV EC-23 IY5021 & C84-34 1. 314. BA91-323A J HICA91-323-TV EC-2-3 ly5C)31 G84-34 & C84-34 1 Jy5l:4� aA94-444w HHCA94-4�TV EC-4 .LNINV S =ET. 7 DUMPSTER PLAN VIEW �-8NOT TO SCALE 18"X18"X3" MASONRY COLUMN CAP 1 /2" CHAMFER FULL PERIMETER N FINISHED GRADE 4— #4 REBAR " •' ONE EACH CORNER CD 4— #3 TIES ASTM 615, GRADE 40 j •.�'"• OK 60 y 3000 PSI 28 DAY c z CONCRETE WITH 18" 2" MAX. AGGREGATE FOOTING ELEVATION FOR CORNER PIES NOT TO SCALE 6" DIA. PAINTED STEEL PIPE FILLED WITH CONC. (3000 PSI) CONC. FOOTING (3000 PSI) 9 BOLLARD ��8NOT TO SCALE 8" 4000 PSI CONCRETE (AIR ENTRAINED) 4" GRAVEL SUBBASE COMPACTED SUBGRADE 6% 12" 7/7 WELDED WIRE FABRIC 7.5" 4" 6" ENCLOSURE SCREENING PLAN VIEW NOT TO SCALE 16" DUMPSTER ENCLOSURE ELEVATION NOT TO SCALE 4" R2" PER 1 ' 24" CG-6R mi LIMITS OF ASPHALT SURFACE CENTER OF DITCH VARIES POINT OF FINISH GRADE r 2" TOP COURSE 4" �4� �� ASPHALT (SM 12A) CONCRETE SURFACE BASE COURSE BM3-3" 21 A SUBBASE-8" NOTE: * GENERALLY "" SLOPE PER FOOT MINIMUM, BUT SEE GRADING PLAN FOR SWALE SLOPES. '"X4" PRESSURE 'REATED 14 TYPICAL SECTION FOR TWO-LANE DRIVEWAY -8 WITHOUT CURB & GUTTER "X6"X8' FINISH NOT TO SCALE ;EDAR NO.1 (TYP) SPLIT FACE CONCRETE BLOCK (8"X16"X4" DEPTH) SHADE 2 (DARKER OF 2 SHADES) 16"X16" CORNER PIERS R2" WILL BE ALLOWED WITH CURB AND GUTTER. 14 1—/ CLASS A3 CONCRETE THE BOTTOM OF THE CURB AND GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUB SURFACE COURSES PROVIDED A MIN. DEPTH OF 7" IS MAINTAINED. 3000 PSI 28 DAY CONCRETE WITH 2" MAX. AGGREGATE REVERSED CURB & GUTTER (ONLY TO BE USED ON PARKING LOTS) CG-6 STANDARD CURB AND GUTTER CONCRETE DUMPSTER PAD NOT TO SCALE 13 CURB AND GUTTER DETAILS C-8 NOT TO SCALE NO.1 REVISIONS BY DATE PREPARED UNDER THE SUPERVISION OF: 1 IREVISIONS TO RESPOND TO REVIEW COMMENTS REB 3/21 /03 RVANTES & ASSOCIATES, P.C. NGINEERS • PLANNERS • SURVEYORS 3541 CHAIN BRIDGE ROAD, SUITE 7 FAIRFAX, VA. 22030 (703) 691-4114 DESIGNED R.E.B. CHECKED SCALE AS SHOWN DRAWN R.E.B. DATE 2-20-03 REF. 61-0„ 1 3,-0„ I Min. SIDEWALK AREA X—SLOPE = 1 /4 INCH PER FOOT (WITH OR WITHOUT BUFFER STRIP) 6" 7'-6„ CG-6 12:1 MAX SLOPE • - - - TI PREPARED FOR CONTRACT PURCHASER OWNER & DEVELOPER D IRECTV OPERATIONS, CENTRAL COCA —COLA INC. BOTTLING CO., INC. P.O. BOX 915 P.O. BOX 27887 EL SEGUNDO, CA. 90245 RICHMOND, VA. 23261 (310) 964-8075 (804) 359-3759 CONTRACT SETTLEMENT DATE: 03/05/2003 I SEE CONCRETE SIDEWALK DETAIL SECTION A- A HANDICAP RAMP DETAIL VDOT STANDARD CG-12 NOT TO SCALE DETAILS SITE PLAN DIREcTV — WINCHESTER TELEVISION TRANSMISSION FACILITY 260 SHADY ELM RD., FREDERICK COUNTY, SHAWNEE MAGISTERIAL DISTRICT P.I.N. 63-A-58A JOB NUMBER 23001.10 SHEET REFERENCE NO. VA I C-8 SHEET 10 OF 17 20-IS � (REQ IU R DEIU R DE EVERGREEN SCREENING FOR PARKING LOTS.) X x-�- - -- -- _ - - X �C X x �---- j- - -x--- - x-- -- -X y - --- _- j , x 01 i ENKAMAT OVER ° GRASS x ° x 180 SQ.FT. INTERIOR PARKING LOT A I TIA I- A fl t- A ( x x x x x i i it HYD OS EE E TU, F MI x � x - x X ---x -x RVANTES & ASSOCIATES, P.C. �JGINEERS • PLANNERS • SURVEYORS 3541 CHAIN BRIDGE ROAD, SUITE 7 FAIRFAX, VA. 22030 (703) 691-4114 DEN(SEVEG. _ / -x x -x x -x -x -"_ �r3 3 -3 3 -- 3 N0. REVISIONS BY I DATE 1 REVISIONS TO RESPOND TO REVIEW COMMENTS REB 3/21 /03 X x X - 5- QR (5 OF 6 REQUIRED PERIMETER PARKING LOT SEES.) 4 0 - I S " (REQUIRED EVERGREEN SCREENING FOR PARKING LOTS.) 4- LI ADDRESS SIGN i vi I _ 3- P tK � / x 1 THE 6 REQUIRED I KING LOT TREES. REQUIRED INTERIOR IAA IN T SHADE TREES. w - - 1 SUPPLEMENTAL TR R AEST C SYMMETR . / HYDROSEEDED x TURF MIX / w 4-CL x (REQUIRED EVERGREE SCREENIN OF / UTILITIES AND DUPER ENCLO URE.) w �94 i I. PARKING LOT LANDSCAPING NO TES I 2 - LI (SUPPLEMENTAL, LANDSCAPE 5.) PARKING LOT LANDSCAPING CALCULATIONS: 6.) CALCULATION SHOWING PERCENTAGE OF PROPERTY TO BE MATERIAL FOR SEASONAL A) REQUIRED PERIMETER PARKING LOT SHADE TREES: LANDSCAPED: INTEREST.) PERIMETER OF PARKING LOT = 240 LIN.FT. OF CURBII PROPOSED AREA OF LANDSCAPE TREATMENT: 240 LIN.FT. AT A RATIO OF 1 TREE/40 LINEAR FEET. APPROXIMATELY = 3.86 ACRES 6 TREES REQUIRED. THIS CALCULATION INCLUDES THE AREA WITHIN PROPOSED PERIMETER PARKING LOT TREES = 6 TREES. THE PROPOSED SECURITY FENCE, AND THE FRONT YARD SETBACK AREA B) REQUIRED INTERIOR PARKING LOT TREES BETWEEN THAT FENCE AND THE PUBLIC STREET _ - REQUIREMENT OF 1 TREE MINIMUM / 10 PARKING RIGHT-OF-WAY. THIS IS THE PROPOSED AREA TO BE SPACES LANDSCAPED. 5 SPACES (AT THE ABOVE RATIO YIELDS) = 1 TREE TOTAL LOT AREA = 8.79 ACRES PROPOSED INTERIOR PARKING LOT SHADE TREES = PERCENTAGE = APPROXIMATELY 43.5 % OF TOTAL SITE TO x - x ` x x - x 1 TREE BE LANDSCAPED, OR IMPROVED BY CONSTRUCTED _ C) REQUIRED INTERIOR PARKING LOT LANDSCAPE AREA DEVELOPMENT. REMAINING PORTION OF THE PROPERTY WILL - - REQUIREMENT FOR 5% OF PARKING LOT AREA TO BE REMAIN IN ITS NATURAL STATE WITH MINIMUM DESIGNATED AS PLANTING AREA FOR INTERIOR MAINTENANCE, AND ACCORDINGLY IS NOT INCLUDED 3 PARKING LOT SHADE TREES. 3 3 3 3 PROPOSED PARKING LOT AREA = 3,049 SQ. FT. IN THIS LANDSCAPE PLAN. 3 5% OF PARKING LOT AREA = 152.45 SQ.FT. PROPOSED INTERIOR LANDSCAPE AREA = 360 SQ.FT O PREPARED UNDER THE SUPERVISION OF: f/ i X0'4t7 DESIGNED R.E.B. CHECKED SCALE AS SHOWN DRAWN R.E.B. DATE 2-20-03 REF. F'ttUF'UStU TWO PLANTIN W G AREAS (1 U Xl ti) I\ PROPOSED AREA EXCEEDS THE REQUIREMENT. �C� NOTE: GRAPHIC SCALE I ALL DISTURBED AREAS 0 20 I 40 60 PREPARED FOR * CONTRACT PURCHASER I OWNER & DEVELOPER D IRECTV OPERATIONS, CENTRAL COCA -COLA INC. BOTTLING CO., INC. P.O. BOX 915 P.O. BOX 27887 EL SEGUNDO, CA. 90245 RICHMOND, VA. 23261 (310) 964-8075 (804) 359-3759 CONTRACT SETTLEMENT DATE: 03/05/2003 NOT OTHERWIS STABILIZED ARE TO BE HYROSEED PLANTED 1"= 20' LANDSCAPE PLAN JOB NUMBER SITE PLAN 23001.10 DIREcTV — WINCHESTER TELEVISION TRANSMISSION FACILITY 260 SHADY ELM RD., FREDERICK COUNTY, VA. SHAWNEE MAGISTERIAL DISTRICT P.I.N. 63-A-58A SHEET REFERENCE N0. L-1 SHEET 1 2 OF 17 INSTALL WIRE THROUGH WIRE GUARD WIRE LOOP. TWIST TO TIGHTEN (3 PER TREE) CUT AND REMOVE LACING OFF TOP 1 /2 OF ROOTBALL. PULL BURLAP BACK TO EDGE OF BALL. REMOVE AS MUCH BURLAP AND LACING AS POSSIBLE. ALL SYNTHETIC FILM TO BE REMOVED. CUT ALL TWINE AWAY FROM TRUNK. TREE SHALL BEAR SAME RELATION TO FINISH GRADE AS IT BORE TO PREVIOUS FINISH GRADE IN NURSERY 3" OF MULCH, EXTEND OVER SAUCER SAUCER EXISTING GRADE 8" MOUND OF TAMPED SAND PRUNE TO CORRECT/IMPROVE FORM ONLY. PRUNE OUT ANY DEAD, BROKEN OR DISEASED BRANCHES LEAVING A CLEAN FLUSH CUT AND RETAINING SPECIES SHAPE. FOR BALLED AND BURLAPPED: CUT AND REMOVE LACING OFF TOP 1 /2 OF ROOTBALL. PULL BURLAP BACK TO EDGE OF BALL. REMOVE AS MUCH BURLAP AND LACING AS POSSIBLE. ALL SYNTHETIC FILM TO BE REMOVED. CUT ALL TWINE AWAY FROM TRUNK. FOR CONTAINER GROWN REMOVE PLANT FROM CONTAINER. USE SHARP BLADE TO MAKE 4 TO 5 CUTS THE LENGTH OF THE ROOT BALL. 8" MINIMUM DEPTH OF TAMPED PLANTING MIXTURE BELOW ROOTBALL. NEVER CUT A LEADER p PRUNE TO CORRECT/IMPROVE FORM o ONLY. PRUNE BRANCHES TO IMPROVE OooO° STRUCTURE, DEAD, DAMAGED, DISEASED AND/OR CONFLICTING BRANCHES. IF SIDE BRANCHES ARE CUT TO BALANCE TREE, MAKE CUTS BACK TO A LATERAL BRANCH OR BUD. FINAL PRUNING TO BE o� DONE AFTER TREES IN PLACE. LOCATE WIRE GUARD ABOVE BRANCH TURNBUCKLE WOOD FLAG. SECURED TO / WIRE WITH GALVANIZED STAPLES O PLANTING MIXTURE ACCORDING TO SPECIFICATIONS 2"X2"X30" STAKE CUT SQUARE AT THE TOP AND NOTCHED AT THE SIDES TO HOLD WIRES TREE PLANTING _ SCALE 1 /2" = 1'-0" - GU YI N (7 SHRUB SHALL BEAR SAME RELATION TO FINISH GRADE ^•,S IF BORE TO PREVIOUS FINISH GRADE IN NURSERY 3" OF MULCH EXTEND OVER SAUCER SAUCER EXISTING GRADE TAMPED PLANTING MIXTURE ACCORDING TO SPECIFICATIONS SHRUB PLANTING - BALLED AND BURLAPPED OR CONTAINER SCALE 1 " = 1'-0" PLANT SCHEDULE SYMBOL QTY BOTANICAL NAME COMMON NAME CALIPER SIZE ROOT TREES CL 7 CUPRESSOCYPARIS LEYLANDII LEYLAND CYPRESS 10' - 12' HT. B&B IS 60 ILEX GLABRA 'SHAMROCK' DWARF SHAMROCK INKBERRY 2.5' O.C. 3' - 3 1 2' HT B&B LI 8 LAGERSTROEMIA INDICA 'CENTENNIAL SPIRIT' CRAPE MYRTLE MULTI -STEM 8' - 10' HT. B&B PR 3 PYRUS CALLERYANA 'REDSPIRE' REDSPIRE PEAR 3-3 1 2 IN 10' - 12' HT. B&B OR 5 QUERCUS BOREALIS RUBRA NORTHERN RED OAK 3-3 1 2 IN 13' - 15' HT. B&B NO. I REVISIONS 1 IREVISIONS TO RESPOND TO REVIEW COMMENTS RVANTES & ASSOCIATES, P.C. NGINEERS • PLANNERS - SURVEYORS 3541 CHAIN BRIDGE ROAD, SUITE 7 FAIRFAX, VA. 22030 (703) 691-4114 WIRE GUARD WIRE LOOP TWIST TO TIGHTEN TWIST WIRE. BEND DOWN ON STAKE STAINED STAKE. NOTCHED AT THE SIDES TO HOLD WIRES. 2"X2"X8'-O" LONG STAKE CL AT THE TOP TO A LEVEL OF WIRE AFTER INSTALLATION ( SPACED 120" APART). STAKE ABOVE GROUND 5'-6" OR / 3" OF MULCH, EX' OVER SAUCER 8" MOUND OF TAMPED SANE CUT AND REMOVE LACING OFF TOP 1 /2 OF ROOTBALL. PULL BURLAP BACK TO EDGE OF BALL. REMOVE AS MUCH BURLAP AND LACING AS POSSIBLE. ALL SYNTHETIC FILM TO BE REMOVED. CUT ALL TWINE AWAY FROM TRUNK. BY DATE REB 3/21 /03 NEVER CUT A LEADER PRUNE TO CORRECT/IMPROVE FORM ONLY. PRUNE BRANCHES TO IMPROVE STRUCTURE, DEAD, DAMAGED, DISEASED AND/OR CONFLICTING BRANCHES. IF SIDE BRANCHES ARE CUT TO BALANCE TREE, MAKE CUTS BACK TO A LATERAL BRANCH OR BUD. FINAL PRUNING TO BE DONE AFTER TREES IN PLACE. CUT AND REMOVE LACING OFF TOP 1 /2 OF ROOTBALL. PULL BURLAP BACK TO EDGE OF BALL. REMOVE AS MUCH BURLAP AND LACING AS POSSIBLE. ALL SYNTHETIC FILM TO BE REMOVED. CUT ALL TWINE AWAY FROM TRUNK. TREE SHALL BEAR SAME RELATION TO FINISH GRADE AS IT BORE TO PREVIOUS FINISH GRADE IN NURSERY PLANTING MIXTURE ACCORDING TO SPECIFICATIONS SAUCER EXISTING GRADE TREE PLANTING- STAKING SCALE 1 /2" = 1'-0" a NOTE: WHEN GUYING TREES ON SLOPES PLACE TWO STAKES ON UPHILL SIDE AND ONE ON DOWNHILL SIDE 3" OF MULCH. EXTEND OVER SOIL BERM SET TOP OF BALL OR CROWN OF PLANT LEVEL WITH FINISH GRADE AT LOW SIDE OF HOLE MAKE A SOIL BERM IN FRONT FOR PLANTING ON SLOPES PLANTING MIXTURE ACCORDING TO SPECIFICATIONS DRAIN TRENCH CONSISTING OF PEA GRAVEL 12" DEEP AND 4" TO 6" WIDE CONTINUE UNTIL DAYLIGHTED 8" MOUND OF TAMPED SAND INSTALL (1) 4" PERFORATED PLASTIC PIPE WITH TOP 1 /2" ABOVE FINISH GRADE, LEAVING OPEN FOR WATERING AND DEWATERING TREE PLANTING - SLOPES > 3:1 SCALE 3/4" = 1'-O" PREPARED UNDER THE SUPERVISION OF: / oa$AITH of Dry` � j o RIC ME*.rf, 40. .,, DESIGNED R.E.B. CHECKED SCALE AS SHOWN DRAWN R.E.B. DATE 2-20-03 REF. REFINED PASTURE LANDSCAPE TREATMENT IT IS INTENDED THAT THE DISTURBED LAND WITHIN THE SECURITY FENCE, AND THE AREA BETWEEN SHADY ELM ROAD AND THE SECURITY FENCE WILL BE HYDRO —SEEDED WITH A FESCUE BLEND, LOW MAINTENANCE, TURF, PRIOR TO JOB COMPLETION. IN AREAS THAT HAVE BEEN DISTURBED DURING THE CONSTRUCTION PROCESS THE FINISH GRADE NEEDS TO BE ESTABLISHED AS A SMOOTH MOW —ABLE SURFACE. IN AREAS THAT HAVE REMAINED UNDISTURBED DURING THE CONSTRUCTION PROCESS THE APPLICANT PROPOSES THE FOLLOWING: 1. PRESERVATION AND RETENTION OF ALL EXISTING SAPLINGS OF DECIDUOUS, INDIGENOUS SPECIES, THAT ARE IN GOOD HEALTH, OF ACCEPTABLE FORM, AND WITH A TRUNK CALIPER OF AT LEAST 1—INCH DIAMETER AT 36 INCHES ABOVE GRADE. 2. THESE SAPLINGS ARE TO BE PROTECTED FROM CLEARING AND MOWING OPERATIONS. 3. ALL OTHER WOODY PLANT MATERIAL SHALL BE REMOVED. 4. ALL PROPOSED TURF AREAS WILL NEED TO BE MOW -ABLE SURFACES, THEREFORE, WHERE NEEDED MINIMAL GRADING MAY BE PERFORMED TO ESTABLISH MOW -ABLE GRADES. 5. TURF AREAS SHALL BE MOWED, AS CLOSE TO GRADE AS POSSIBLE, IMMEDIATELY PRIOR TO OVER — SEEDING BY HYDROSEEDER. PREPARED FOR CONTRACT PURCHASER OWNER & DEVELOPER D IRECTV OPERATIONS, CENTRAL COCA —COLA INC. BOTTLING CO., INC. P.O. BOX 915 P.O. BOX 27887 EL SEGUNDO, CA. 90245 RICHMOND, VA. 23261 (310) 964-8075 (804) 359-3759 * CONTRACT SETTLEMENT DATE: 03/05/2003 LANDSCAPE DETAILS AND PLANT SCHEDULE SITE PLAN DIREcTV — WINCHESTER TELEVISION TRANSMISSION FACILITY 260 SHADY ELM RD., FREDERICK COUNTY, VA. SHAWNEE MAGISTERIAL DISTRICT P.I.N. 63-A-58A JOB NUMBER 23001.10 SHEET REFERENCE NO. L-2 SHEET 1 3 OF 17 LOD L D OD LOD LOD ,LOD _ LOD �- LOD/ LOD LOD LOD �. LOD LOD --- LSD LOD Lis--•-L� _ _ _ — — _✓ — — — — LOD LOD LOD LOD LOD LOD 2 W SSW SSF w-� SSF SSF SSF SSF SSF SSF Q j Wi Wi W� WJ Wj ss W A \ SSF Q 0 A \ \ 1 J a / TEMPORA�Y SEDIMENT TRAP / WET VOLUME REQUIRED: / NORTH TRAP 2.5 ACRES 167.5 CUYD EXCAVATE 1.5 FEET 2700 SQFT I / SOUTH TRAP 0.6 ACRES 40.2 CUYD / EXCAVATE 1 FOOT 1025 SQFT. A� _ \ \ J \ DIKE 4 FOOT WIDE AT TOP 1.5 BEET HIGH. \ \ 1 OUTLET: \ NORTH TRAP 2.5 TIMES 6 =15 FEET '._ENGTH t SOUTH TRAP 0.6 TIMES 6 = 4 FEET LENGTH 1 A CLEAN OUT ELEVATION � \ NORTH TRAP: 9 INCHES OF SILT AT ELEVATION 788.25? SOUTH TRAP 6 INCHES OF S L'T AT ELEVATION 789.50 -.0100 000000 A J GO-1 6v�— Q RVANTES & ASSOCIATES, P.C. � GINEERS • PLANNERS • SURVEYORS 3541 CHAIN BRIDGE ROAD, SUITE 7 FAIRFAX, VA. 22030 (703) 691-4114 DENSE VEG. 3 33 N0. REVISIONS BY I DATE 1 REVISIONS TO RESPOND TO REVIEW COMMENTS REB 3/21 /03 3 3 z� PREPARED UNDER THE SUPERVISION OF: W�+++ j O MCM EAo GO 40 DESIGNED R.E.B. CHECKED SCALE AS SHOWN DRAWN R.E.B. DATE 2-20-03 REF. 15' WIDE OUTLET i Tuwlj W LLJ I , LLI i LLJ I �2 j SSF W I W �® W w / W I ■ mors vmO ; t� i EXr32 32BO9 PREPARED FOR �c CONTRACT PURCHASER OWNER & DEVELOPER D IRECTV OPERATIONS, CENTRAL COCA —COLA INC. BOTTLING CO., INC. P.O. BOX 915 P.O. BOX 27887 EL SEGUNDO, CA. 90245 RICHMOND, VA. 23261 (310) 964-8075 (804) 359-3759 * CONTRACT SETTLEMENT DATE: 03/05/2003 to Cp ❑UTH AREA EDIMENT TRAP WIDE OUTLET r n GRAPHIC SCALE � \ 0 20 140 160 1 "= 20' EROSION &SEDIMENT CONTROL —PHASE 1 SITE PLAN DIREcTV — WINCHESTER TELEVISION TRANSMISSION FACILITY 260 SHADY ELM RD., FREDERICK COUNTY, VA. SHAWNEE MAGISTERIAL DISTRICT P.I.N. 63—A-58A JOB NUMBER pl�illwo SHEET REFERENCE NO. ES-1 SHEET 1 4 OF � 7 C 7. _ _ / \ OD LOD LOD / L D D LOD LOD _--- LC1D/�-- LOD — — LOD D LOD LOD LOD LOD — �----LaD — — — — _ _ — — — 2 �}%— — — X x �� x � X x -- —_--�--=— — -- -- --- — �-- X ' � SSF—SSF \ (1— SSF SSF1F SSF SSF ENKAMAT OVER GRAVELY 6. \ W W J \ W a H C SPACE MAX. BLDG. Hl._T 25 FT. 12 W / \ FF=797.00 \ -� HC 9 r P W I Ax ❑I L/l �(yl ll� 7� '98 \ W LOD — LOD — LOD — LOD — _ / QLa Lam-- _ _ 1fix PROPO ED 6- HAI LINK FE CE x X x --- �� —��— ,L, LOD SSF \ LOD LOD ado \ 1� \J. / / \\ 794 y EN l / � I CONC. SWALE "oo SURFACE CROSXNG ZZrn . J TOOL SHED NCLOSURE OR D`L(MPSTER REINF. CONC. REINF. CO C. SLAB SLAB (12'x10') (1 O'x10') SEE DETAIL \ \ / HT. = 10'. SHEET -8. HT. = \ .000,10 x / W 15' WIDE OUTLET x W x 20 FOOT HIGH MOUNT SECURITY LIGHT-.& --CAMERA ON POLE \� PROPOSED 6- OTXCHAIN LIX-K FAN \ — x -- x x x VEG.( x—xXDDx l_\xD-- x --� Q - x x —X -x —X —x x- x_ x- x x - O \\ — QO-1 (10-1 Q 3 3 — 3 — 3 3 3 \ RVANTES & ASSOCIATES, P.C. NGINEERS • PLANNERS - SURVEYORS 3541 CHAIN BRIDGE ROAD, SUITE 7 FAIRFAX, VA. 22030 (703) 691-4114 N0. REVISIONS BY I DATE 1 REVISIONS TO RESPOND TO REVIEW COMMENTS REB 3/21/03 PREPARED UNDER THE SUPERVISION OF: DESIGNED R.E.B. CHECKED SCALE AS SHOWN DRAWN R.E.B. DATE 2-20-03 REF. PREPARED FOR CONTRACT PURCHASER OWNER & DEVELOPER D IRECTV OPERATIONS, CENTRAL COCA -COLA INC. BOTTLING CO., INC. P.O. BOX 915 P.O. BOX 27887 EL SEGUNDO, CA. 90245 RICHMOND, VA. 23261 (310) 964-8075 (804) 359-3759 * CONTRACT SETTLEMENT DATE: 03/05/2003 2-SIDED LIT ADDRESS SIGN x SIGN HT. \ 4.2 LIGHT HT. = 1 x I I x \ -.wmmmo ,W iW 1 W� W� 0 OUTH AREA �, EDIMENT TDn'o EX AVATED AREA p 32' BY 32' Z BDT DM E 789. ST � ' WIDE OUTLET C -6R r 0 d (_0 GRAPHIC I 0 20 ICALE 40 � I \ /> 1 "= 20' EROSION &SEDIMENT CONTROL PHASE 2 JOB NUMBER SITE PLAN 23001.10 DIREcTV — WINCHESTER SHEET REFERENCE N0. TELEVISION TRANSMISSION FACILITY 260 SHADY ELM RD., FREDERICK COUNTY, VA. ES- 2 SHAWNEE MAGISTERIAL DISTRICT P.I.N. 63-A-58A SHEETISOF 17 X I \\ P � SOD 8� L❑D - E E E E y i t P _ \`L D — L❑D _ E E E E L❑D L❑D L❑D L❑D L❑D TQf�I��❑D - — 0.70% — — — — — i L8D LBD-?"^ LBD L❑D L❑D i nn i nnD i n_ — — ��— L ❑ D —L — EROSION & SEDIMENT CONTROL PHASE 1 ---�uL u� ����� ilia _ L❑D — L❑D — L❑D — _']D-- - L❑D—�Qi�I�-BCf IL❑D _ _ — ,- ` L❑D _LfD--- EROSION & SEDIMENT CONTROL PHASE 2 NO. REVISIONS BY I DATE 1 REVISIONS TO RESPOND TO REVIEW COMMENTS REB 3/21 /03 RVANTES & ASSOCIATES, P.C. �GINEERS • PLANNERS • SURVEYORS 3541 CHAIN BRIDGE ROAD, SUITE 7 FAIRFAX, VA. 22030 (703) 691-4114 PREPARED UNDER THE SUPERVISION OF: 0 /' �.4$xl$ �r I c �CNARD E BUR V i V No. DESIGNED R.E.B. CHECKED SCALE AS SHOWN DRAWN R.E.B. DATE 2-20-03 REF. r- DRAIN TO EXISTING P CIP SSF DRAIN TO EXISTING P CIP SSF GRAPHIC SCALE 0 20 40 60 -i 1 "= 20' PREPARED FOR CONTRACT PURCHASER OWNER & DEVELOPER D IRECTV OPERATIONS, CENTRAL COCA —COLA INC. BOTTLING CO., INC. P.O. BOX 915 P.O. BOX 27887 EL SEGUNDO, CA. 90245 RICHMOND, VA. 23261 (310) 964-8075 (804) 359-3759 * CONTRACT SETTLEMENT DATE: 03/05/2003 EROSION &SEDIMENT CONTROL PHASE 1 & 2 SITE PLAN DIREcTV — WINCHESTER TELEVISION TRANSMISSION FACILITY 260 SHADY ELM RD., FREDERICK COUNTY, VA. SHAWNEE MAGISTERIAL DISTRICT P.I.N. 63-A-58A JOB NUMBER 23001.10 SHEET REFERENCE NO. ES- 2A SHEET 16 OF 17 CHAIN LINK FENCE WITH ONE LATER Of' FILTER FABRIC ATTACHED TO rT tI' MAX. -- - TO 5" GIA. METAL - ctCS POSTS C3-t,AI►a LINK Ft` W-E FILTEP. FABRIC $et i�i"ii*y i�r°r �i'}ss�ra¢r`r�sd4+�ri rs�it*' r '`i'`a'iFf °•��i'�r�`r's•!;s 4siy+iwi�*i���+�a�or a 5�,�� is� !�sxte:+!r��r++rt+�*+r`.wa�'s!�y��:'e3!s:F+r'. e3►!'� i(�ilrf cl:�Yw's'1r�11'sl�i�!'ri*vr�rai�ya .1"�df'Y1"+*iF:' �ii�kw r E)ABED FILTER FABRIC 3" GROUND iNTO GROUND 7 rE r ELEVATION VIEW LAY FI-LTER FABRIC �j SOTTOM Of WIiDE `-' SECTION VIEW SUPER SILT FENCE N 1 SCALE FEINCIN(3 Chain link fence shod be g" above pride with 3" embedded for a total fohric width of 42". Th,! post s l he 42" above grade with 30" picrced taelowwr grade (without concrete; for a total length of 72`°. v € 'E� I~�E Z. -Choin oink fence shall be fostenea securely to fence p-oats with wire ties. 2. Filter fabric shall be fastened securely to ch-Gin link fence *ith ties spaced horizontaily 24" at the [asp and €nids�ctiori. 3- Physical Properties of the filter fatsric shall conform to the tatest edition of THE VIRGINIA ER- OSiONi & SEDIMENT CONTPOL ?-"DBOOK. 4. ffhen two sections of filter fabric cad -join each ether, they shall be overla7Dped Icy 4Y ` - Maintenance shot! be performed as needed and material shall be rern6V•ed when sediment feu€'d-=gip reaches _90% of the height of the super silt fence. S.4E- 11-0110..3J SUPER SILT F.-I C-E NO SC,UL= SUPER SILT FENCE NDtSTl, RHC, GROUND f P# , E l40_ `5TD. Nth. (VIRGINIA EROSION & SEDIMENT CONTROL HANDBOOK) 1992 3.13 IAlf? V . CROUND l 57 Lea YDJACRE M 1°Aff�k1�t.E E.-7rwt 'ru.�`k'"FK r L 4 i r v ; FILTER QC-f ti ELEV` ►SEE COARSc t..kG:.r ECArE CLASS I RPRA CROSS SECTION OF NUTLET CUSS I R141:HAPEX DRAlli• � V% ' ft I trK Nv COARSE CPSCATy �� EXCAVATED FILTER L01H AREA .. +++r. OARSE AGGREGATE SHALL 9E V0_-T f3, #;IS-, OR OUTLET PERSPECTIVE VIEW); " `DsvTEIMPORARY SEDIMENT TRAP Plaft31332 S VIRGINIA EROSION & SEDIMENT CONTROL HANDBOOK iI-76 RVANTES & ASSOCIATES, P.C. NGINEERS • PLANNERS - SURVEYORS 3541 CHAIN BRIDGE ROAD, SUITE 7 FAIRFAX, VA. 22030 (703) 691-4114 STONE CONSTRUCTION ENTRANCE 70' MIN. EXISTING A PA VEKE;NT �� + FII TEi� GC.QTN 1AiN. p MOINTAKE BERM COPT]t1NALD SIDE ELEVATION EXISTING GR"D 70' MIN. 7 B WASHRACC 1(r MIN. WIPTIONA0 f 12' MIN. fk�--^^- EXISTING PAVEMENT ''DOT Ski I POSITIVE DRAINAGE 10, MTN. COURSE AGGREGATE TO SEDIMENT TRAPPING DEVICE MUST EXTEN0 FUtI WEM OPINGRESS AND EGRESS ON PLAN VIEW a MIN. f FILTER CL.iITFt SECTION A --A f ' J6 REINFORCED CONCRETE DRAIN SPACE SECTION B---B CE TEMPORARY STONE CONSTRUCTION ENTRANCE (VIRGINIA EROSION & SEDIMENT CONTROL HANDBOOK) (STD. & SPEC. 3.02) s g CLASS I RIP RAP RPRAP i� NPE a \ COARSE ACE :ATE I ' 0PACF �4 / % { *STORAGE REQUREMENTS ECUR ALENT TO THAT OF TEMPGRARY SE}IWEW r T s. c_ 3.13 (�rE � EB>n� PERSPECTIVE VIEW 67 G.Y./ACRE DFT1` STORAGE (BASE OF STONE TO TOP OF STDNE 9FIRM) P" 'PE INVERT - t NA ORAL GRt UND RIP;W HEADWALL V 2' AREAS TO BE DISTURBED -J --__ "--__-------. •� t CLASS I WRAP ,,DOT #3, #357, OR #5 COAf?SE ACGRECATE t-- MAXSEDIMENT Or-PTH t OLCAI OV-2 Pt-AW) AT 1/2 s,RXVME Cif WET =PJC.E AREA EL.EV,A F I ON I LVERTROSION FILET PROTECTI01"I1 h S(01 VIRGINIA E&SEDIMENT CONTROL HANDBOOK NO. REVISIONS BY I DATE 1 REVISIONS TO RESPOND TO REVIEW COMMENTS REB 3/21 /03 EROSION AND SEDIMENT CONTROL NOTES PHASE 1 (SHEET ES-1 & 2A) PHASE 2 (SHEET ES-2 & 2A . EROSION CONTROL NARRATIVE PREPARED UNDER THE SUPERVISION OF: PROJECT DESCRIPTION: THIS PROJECT CONSISTS OF THE CONSTRUCTION OF A 5500 SQUARE FOOT BUILDING FOR TELEVISION TRANSMISSION WITH SUPPORTING UTILITIES, DRAINAGE, DRIVEWAY AND LANDSCAPING. EXISTING SITE CONDITIONS: THE EXISTING SITE IS AN UNDEVELOPED LOT IN AN APPROVED MANUFACTURING SUBDIVISION. SOILS: EXISTING SOILS ARE FAT CLAYS AND LIMESTONE OUT-CROPPINGS. THERE ARE THREE POTENTIAL SINK HOLES ON SITE. CLEARING : LIMITS OF CLEARING AS SHOWN ON THE DRAWINGS SHALL BE STRICTLY ADHERED TO. AREAS OUTSIDE OF THE LIMITS OF CLEARING AND GRADING ARE TO BE PRESERVED AS NATURAL OPEN SPACE, AND SHALL NOT BE DISTURBED. SEE LANDSCAPE PLAN. EXISTING TREES TO REMAIN SHALL NOT BE DAMAGED BY CONSTRUCTION. EROSION CONTROL PROGRAM 1. CLEAR ONLY AREAS NECESSARY TO INSTALL EROSION CONTROL MEASURES. EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE INSTALLED AT THE START OF CLEARING AND GRADING. INSPECTION BY FREDRICK. CO. REQUIRED PRIOR TO ULTIMATE CLEARING AND GRADING. 2. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED UNTIL ALL GROUND DISTURBING ACTIVITY CEASES AND PERMANENT STABILIZATION OF DISTURBED AREAS IS COMPLETE. 3. EROSION AND SEDIMENT CONTROL MEASURES SHALL CONFORM TO CURRENT VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK STANDARDS AND SPECIFICATIONS NUMBERS SHOWN IN THE LEGEND, OR AS INDICATED BELOW. EROSION AND SEDIMENT CONTROL MEASURES: 1. A CONSTRUCTION ENTRANCE SHALL BE MAINTAINED FOR THE DURATION OF ALL LANE) DISTURBING ACTIVITIES AS SHOWN ON THE PLANS. 2. SUPER SILT FENCE AND SEDIMENT TRAPS SHALL BE INSTALLED AS SHOWN ON T':E P-ANS. 3. ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE PERMANENTLY STABILIZED IMMEDIATELY FOLLOWING FINISH GRADING BY SEEDING AND MULCHING, STD. & SPEC. 3.32 & 3.35 4. BARE SOIL SURFACES NOT AT FINISH GRADE WHICH WILL BE EXPOSED MORE THAN 14 DAYS ARE TO BE STABILIZED WITH TEMPORARY SEEDING AND MULCHING, STD. & SPEC. 3.31 & 3.35 5. WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY VEHICULAR TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO THE PUBLIC ROAD SURFACE, THE ROAD SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED. MAINTENANCE: 1. MAINTENANCE OF THE TEMPORARY CONSTRUCTION ENTRANCE SHALL BE AS REQUIRED TO PREVENT MUD DEPOSITS IN PUBLIC RIGHT-OF-WAY. 2. SEDIMENT SHALL BE REMOVED FROM THE SUPER SILT FENCES AND DISPERSED ON -SITE WHEN ACCUMULATIONS GREATER THAN ONE FOOT IN DEPTH OCCUR. 3. PERMANENTLY SEEDED AREAS ARE TO BE RESEEDED WHEREVER GROUND COVER HAS NOT BEEN ADEQUATELY ESTABLISHED TO PREVENT EROSION. SEQUENCE OF LAND DISTURBING ACTIVITIES, PHASE I: ACTIVITY 1. INSTALL CONSTRUCTION ENTRANCE WITH WASH RACK. SUPER SILT FENCES AS SHOWN ON THE PLANS. INSPECT EROSION CONTROLS AND RECEIVE FREDRICK COUNTY APPROVAL TO PROCEED. DESIGNED R.E.B. CHECKED SCALE AS SHOWN DRAWN R.E.B. DATE 2-20-03 REF. PREPARED FOR CONTRACT PURCHASER OWNER & DEVELOPER D IRECTV OPERATIONS, CENTRAL COCA -COLA INC. BOTTLING CO., INC. P.O. BOX 915 P.O. BOX 27887 EL SEGUNDO, CA. 90245 RICHMOND, VA. 23261 (310) 964-8075 (804) 359-3759 * CONTRACT SETTLEMENT DATE: 03/05/2003 SEQUENCE OF LAND DISTURBING ACTIVITIES, PHASE 2: ACTIVITY 1. ESTABLISH SUPER SILT FENCE AS SHOWN NEAR BUILDING PAD. CLEAR AND GRUB THE BUILDING PAD AND FILL AREA. ACTIVITY 2. MAINTAIN CONSTRUCTION ENTRANCE AND WASH RACK. COMPLETE REQUIRED FILL AND GRADING SHOWN IN THE PLANS. ACTIVITY 3. PROVIDE PUMPS AND DEWATERING STRUCTURES AS REQUIRED TO EXCAVATE THE BUILDING FOUNDATIONS. AS SOON AS PRACTICABLE ROUGH GRADE THE AREA SURROUNDING THE STRUCTURE AND STABILIZE. ACTIVITY 4. FINE GRADE AND STABILIZE SITE. ACTIVITY 5. AFTER VEGETATIVE STABILIZATION OF ALL DENUDED AREAS, AND WITH THE APPROVAL OF THE FREDRICK COUNTY EROSION AND SEDIMENT CONTROL INSPECTOR, REMOVE ANY REMAINING E & S CONTROLS. LAND CONSERVATION NOTES 1. NO DISTURBED AREA WILL REMAIN DENUDED FOR MORE THAN 14 CALENDAR DAYS UNLESS OTHERWISE AUTHORIZED BY THE DIRECTOR OR HIS AGENT. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN GRADING. FIRST AREAS TO BE CLEARED ARE THOSE REQUIRED FOR THE PERIMETER CONTROLS. 3. ALL STORM AND SANITARY SEWER LINES NOT IN STREETS ARE TO BE MULCHED AND SEEDED WITHIN 5 DAYS AFTER BACKFILL. NO MORE THAN 500 FEET ARE TO BE OPEN AT ANY ONE TIME. 4. ELECTRIC POWER, TELEPHONE AND GAS SUPPLY TRENCHES ARE TO BE COMPACTED, SEEDED AND MULCHED WITHIN 5 DAYS AFTER BACKFILL. 5. ALL TEMPORARY EARTH BERMS, DIVERSIONS AND SEDIMENT CONTROL DAMS ARE TO BE MULCHED AND SEEDED FOR TEMPORARY VEGETATIVE COVER IMMEDIATELY AFTER GRADING. STRAW OR HAY MULCH IS REQUIRED. THE SAME APPLIES TO ALL SOIL STOCKPILES. 6. DURING CONSTRUCTION, ALL STORM SEWER INLETS WILL BE PROTECTED BY INLET PROTECTION DEVICES, MAINTAINED AND MODIFIED AS REQUIRED BY CONSTRUCTION PROGRESS. 7. ANY DISTURBED AREA NOT COVERED BY NOTE #1 ABOVE AND NOT PAVED, SODDED OR BUILT UPON BY NOVEMBER 1ST, OR DISTURBED AFTER THAT DATE, IS TO BE MULCHED WITH HAY OR STRAW MULCH AT THE RATE OF TWO TONS PER ACRE AND OVER -SEEDED NO LATER THAN MARCH 15TH. 8. AT THE COMPLETION OF CONSTRUCTION PROJECTS AND PRIOR TO THE RELEASE OF THE BOND, ALL TEMPORARY SEDIMENT AND EROSION CONTROLS SHALL BE REMOVED AND ALL DISTURBED AREAS SHALL BE STABILIZED. 9. WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY VEHICULAR TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO THE PUBLIC ROAD SURFACE, THE ROAD SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. EROSION AND SEDIMENT CONTROL NOTES AND DETAILS SITE PLAN DIREcTV - WINCHESTER TELEVISION TRANSMISSION FACILITY 260 SHADY ELM RD., FREDERICK COUNTY, VA. SHAWNEE MAGISTERIAL DISTRICT P.I.N. 63-A-58A JOB NUMBER 23001.10 SHEET REFERENCE NO. ES-3 SHEET 1 7 OF 17