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HomeMy WebLinkAbout03-26 Site PlanDATE DESCRIPTION SCALE PLAN No. DATE PLAN STATUS H: V: FILE No. SHEET FREDERICK COUNTY, VIRGINIABACK CREEK DISTRICT 12/08/2025 0073-A-001 DESIGN DRAWN CHKD JCL TL JCLJCL CONSULTING, LLCMIDDLETOWN DATA CENTEROF 16. 04/14/26 12/08/25 REVISION 3 01/14/26 1ST SUBMISSION 03/03/26 2ND SUBMISSION 04/14/26 3RD SUBMISSION FREDERICK COUNTY, VIRGINIA MIDDLETOWN DATA CENTER SITE PLAN MODIFICATION GENERAL NOTES: 1.THE PROPERTY HEREON IS BASED ON EXISTING LAND RECORDS AND IS DELINEATED ON TAX MAP 90-A-58C. THE PROPERTY ADDRESS IS 8209 VALLEY PIKE, MIDDLETOWN, VA 22645. 2.THE SUBJECT PROPERTY IS CURRENTLY ZONED M1 (LIGHT INDUSTRIAL DISTRICT) AS REGULATED BY THE FREDERICK COUNTY ZONING ORDINANCE AND CONSISTS OF 6.15 ACRES. 3.THE BOUNDARY INFORMATION SHOWN ON THIS PLAN IS BASED ON EXISTING LAND RECORDS OF FREDERIC COUNTY, VIRGINIA AND A FIELD RUN SURVEY BY PACIULLI, SIMONS AND ASSOCIATES, LTD. DATED JULY 20, 2007. 4.TOPOGRAPHIC INFORMATION IN THIS PLAN IS BASED ON A FIELD RUN SURVEY BY PACIULLI, SIMONS AND ASSOCIATES, LTD. DATED JULY 20, 2007. 5.PUBLIC WATER AND SEWER ARE READILY AVAILABLE AND THE SITE WILL BE SERVED BY THE EXTENSION OF THE EXISTING FACILITIES OWNED AND OPERATED BY THE CITY OF WINCHESTER PUBLIC UTILITIES. CITY OF WINCHESTER SHALL BE CONTACTED WITH TO ARRANGE INSPECTION OF WATERLINE. ELECTRIC AND TELEPHONE UTILITY SERVICE IS PROVIDED TO THE PROPERTY. 6.PREVIOUS PLAN APPROVALS INCLUDING SITE PLANS (SP) #13-84, #43-98, #25-15, #47-16, #06-19, #44-19 & #38-25. 7.APPROVED VARIANCE REQUEST #16-25, FOR APPROVED LETTER SEE SHEET 03. 8.THE PROPERTY IS NOT LOCATED WITHIN A FEMA FLOOD PLAIN. THE CURRENT FLOOD INSURANCE RATE MAP (FIRM) OF FREDERICK COUNTY PANEL NUMBER FOR THE PROPERTY IS 51069C0320E EFFECTIVE ON 1/29/2021. 9.APPROVED LETTER FOR SITE PLAN #38-25, SEE SHEET 03. SP# 03-26 BACK CREEK DISTRICT WATER AND SEWER SERVICE CITY OF WINCHESTER PUBLIC UTILITIES ROUSS CITY HALL 15 NORTH CAMERON STREET WINCHESTER, VA 22602 BUILDING INSPECTIONS FREDERICK COUNTY INSPECTIONS DEPARTMENT 107 NORTH KENT STREET WINCHESTER, VA 22601 EROSION AND SEDIMENT CONTROL FREDERICK COUNTY DEPARTMENT OF PUBLIC WORKS 107 NORTH KENT STREET WINCHESTER, VA 22601 540-665-5643 PUBLIC ROAD IMPROVEMENTS VIRGINIA DEPARTMENT OF TRANSPORTATION 2275 NORTHWESTERN PIKE WINCHESTER, VA 22603 540-535-1818 NATURAL GAS WASHINGTON GAS 350 HILLANDALE LANE WINCHESTER, VA 22602 ELECTRIC SERVICE SHENANDOAH VALLEY ELECTRIC COOPERATIVE 3463 VALLEY PIKE WINCHESTER, VA 22602 540-450-0111 TELEPHONE SERVICE VERIZON 404 HILLANDALE LANE WINCHESTER, VA 22602 540-665-3156 UTILITY AND REGULATION CONTACTS: SITE AND ZONING TABULATION Zone:M1 - Light Industrial District Existing Use:Data Center with Communication Dish Proposed Use:Data Center with Communication Dish Acres Square Feet Total Site Area :6.15 267,894 Disturbed Site Area :0.1240 5,418 Existing Building Area:1.6700 72,480 Proposed Building Area:1.6700 72,480 By-Right Permitted FAR:1.00 6.15 267,894 Existing FAR:0.2700 1.67 72,480 Proposed FAR:0.2700 1.67 72,480 Existing Impervious Area:3.86 167,973 Proposed Impervious Area:3.7400 162,914 Open Space Required:25%1.54 66,974 Open Space Provided:39%2.4100 104,980 Max Permitted Building Height:60' Existing Building Height Max:< 60' Building Setback: Front Yard Major Street Setback 75 Feet Front Yard Minor Street Setback:75 Feet Rear Yard Setback:25 Feet Side Yard Setback:25 Feet Parking Setback: Adjacent to public road:10 feet Yard Setback:5 feet ZONING ADMINISTRATOR DATE SITE PLAN EXPIRES FIVE (5) YEARS FROM DATE OF APPROVAL FREDERICK COUNTY, VIRGINIA CONFIDENTIAL NOT FOR DISTRIBUTION 8209 VALLEY PIKE SHEET INDEX Sheet Number Sheet Title 01 COVER SHEET 02 GENERAL NOTES 03 SOILS MAP AND DETAILS 04 EXISTING CONDITIONS AND DEMOLITION PLAN 05 SITE PLAN 05A LANDSCAPE PLAN AND DETAILS 05B DRY UTILITY EXHIBIT 06 PAVING PLAN 07 E&S PHASE 1 08 E&S PHASE 2 09 E&S NARRATIVE AND NOTES 10 E&S DETAILS 11 UTILITY PROFILES AND COMPUTATIONS 12 VEHICLE TURNING MOVEMENT 13 SITE LIFE SAFETY 14 OVERALL BMP MAP AND NARRATIVE 15 BMP COMPUTATIONS 16 EXISTING LIGHTING PLAN - PHOTOMETRIC UPDATE OWNER MIDDLETOWN DATA CENTER, LLC 1330 LYNCHBURG TURNPIKE SALEM, VA 24153 CONTACT: CARDINAL ENERGY PHONE: 804-823-1050 APPLICANT/DEVELOPER CATER MACHINERY COMPANY, INC. 8362 RICHFOOD RD, SALEM, VA 24153 CONTACT: MATTHEW R. MATHES PHONE: 804-698-0219 DESIGNER JCL CONSULTING, LLC 4460 BROOKFIELD CORPORATE DRIVE, SUITE K CHANTILLY, VA 20151 CONTACT: JOHNNY LIM PHONE: 703-488-9877 MANAGEMENT TEAM POWER GROUP CONTACT: DANIEL JUDY PHONE: 540-333-3343 COVER SHEET1"=1000' ( Per approved variance request, 30-foot front yard setback for a generator/UPS equipment). (0.22 AC. OR 9,540 SF. OF DISTURBED AREA HAS BEEN APPROVED WITH SP# 38-25). GENERAL DEMOLITION NOTES: 1.THIS PLAN REFERENCES DOCUMENTS AND INFORMATION BY: BOUNDARY AND NORTH MERIDIAN SHOWN HEREON ARE BASED ON EXISTING LAND RECORDS OF FREDERICK COUNTY, VIRGINIA. 2.GENERAL CONTRACTOR SHALL PERFORM ALL WORK IN ACCORDANCE WITH THE REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND HEALTH ACT OF 1970, (29 U.S.C. 651 et seq.), AS AMENDED AND ANY MODIFICATIONS, AMENDMENTS OR REVISIONS TO SAME. 3.THE DEMOLITION PLAN IS INTENDED TO PROVIDE GENERAL INFORMATION, ONLY, REGARDING ITEMS TO BE DEMOLISHED AND/OR REMOVED. THE GENERAL CONTRACTOR MUST ALSO REVIEW THE OTHER SITE PLAN DRAWINGS AND INCLUDE IN DEMOLITION ACTIVITIES ALL INCIDENTAL WORK NECESSARY FOR THE CONSTRUCTION OF THE NEW SITE IMPROVEMENTS. 4.GENERAL CONTRACTOR MUST RAISE ANY QUESTIONS CONCERNING THE ACCURACY OR INTENT OF THESE PLANS OR SPECIFICATIONS, CONCERNS REGARDING THE APPLICABLE SAFETY STANDARDS, OR THE SAFETY OF THE CONTRACTOR OR THIRD PARTIES IN PERFORMING THE WORK ON THIS PROJECT, WITH JCL CONSULTING LLC, IN WRITING, AND RESPONDED TO BY JCL CONSULTING LLC, IN WRITING, PRIOR TO THE INITIATION OF ANY SITE ACTIVITY AND ANY DEMOLITION ACTIVITY. ALL DEMOLITION ACTIVITIES MUST BE PERFORMED IN ACCORDANCE WITH THE REQUIREMENTS OF THESE PLANS AND SPECIFICATIONS AND ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS, RULES, REQUIREMENTS, STATUTES, ORDINANCES AND CODES. 5.ABANDONMENT/REMOVAL OF EXISTING SANITARY SEWER MANHOLES SHALL BE TAKEN DOWN TO BASE. 6.PRIOR TO STARTING ANY DEMOLITION, GENERAL CONTRACTOR IS RESPONSIBLE FOR: A.OBTAINING ALL REQUIRED PERMITS AND MAINTAINING THE SAME ON SITE FOR REVIEW BY THE ENGINEER AND OTHER PUBLIC AGENCIES HAVING JURISDICTION THROUGHOUT THE DURATION OF THE PROJECT, SITE WORK AND DEMOLITION WORK. GENERAL NOTES: GENERAL CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH THE NOTES AND SPECIFICATIONS CONTAINED HEREIN. GENERAL CONTRACTOR IS RESPONSIBLE TO ENSURE THAT ALL SUBCONTRACTORS FULLY AND COMPLETELY CONFORM TO AND COMPLY WITH THESE REQUIREMENTS. PRIOR TO THE START OF CONSTRUCTION, THE GENERAL CONTRACTOR MUST VERIFY THAT HE/SHE HAS THE LATEST EDITION OF THE FOLLOWING DOCUMENTS: SITE PLAN, ARCHITECTURAL PLAN, GEOTECHNICAL REPORT, REPORT OF ASBESTOS SURVEY & OTHER APPLICABLE MANUALS. THIS IS GENERAL CONTRACTOR'S RESPONSIBILITY. 1.ALL ACCESSIBLE PARKING SPACES MUST BE CONSTRUCTED TO MEET, AT A MINIMUM, THE MORE STRINGENT OF THE REQUIREMENTS OF THE “AMERICANS WITH DISABILITIES ACT” (ADA) CODE (42 U.S.C. § 12101 et seq. AND 42 U.S.C. § 4151 et seq.) OR THE REQUIREMENTS OF THE JURISDICTION WHERE THE PROJECT IS TO BE CONSTRUCTED, AND ANY AND ALL AMENDMENTS TO BOTH WHICH ARE IN EFFECT WHEN THESE PLANS ARE COMPLETED. 2.PRIOR TO STARTING CONSTRUCTION, THE GENERAL CONTRACTOR IS RESPONSIBLE TO ENSURE THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION SHALL BEGIN UNTIL THE CONTRACTOR HAS RECEIVED AND THOROUGHLY REVIEWED THE COMMENTS TO ALL PLANS AND OTHER DOCUMENTS REVIEWED AND APPROVED BY THE PERMITTING AUTHORITIES AND CONFIRMED THAT ALL NECESSARY OR REQUIRED PERMITS HAVE BEEN OBTAINED. GENERAL CONTRACTOR MUST HAVE COPIES OF ALL PERMITS AND APPROVALS ON SITE AT ALL TIMES. 3.THE OWNER/GENERAL CONTRACTOR MUST BE FAMILIAR WITH AND RESPONSIBLE FOR THE PROCUREMENT OF ANY AND ALL CERTIFICATIONS REQUIRED FOR THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY. 4.ALL WORK MUST BE PERFORMED IN ACCORDANCE WITH THESE PLANS,. SPECIFICATIONS AND CONDITIONS OF APPROVAL, AND ALL APPLICABLE REQUIREMENTS, RULES, REGULATIONS, STATUTORY REQUIREMENTS, CODES, LAWS AND STANDARDS OF ALL GOVERNMENTAL ENTITIES WITH JURISDICTION OVER THIS PROJECT. 5.THE GEOTECHNICAL REPORT AND RECOMMENDATIONS SET FORTH HEREIN ARE A PART OF THE REQUIRED CONSTRUCTION DOCUMENTS AND, IN CASE OF CONFLICT, DISCREPANCY OR AMBIGUITY, THE MORE STRINGENT REQUIREMENTS AND/OR RECOMMENDATIONS CONTAINED IN THE PLANS AND THE GEOTECHNICAL REPORT AND RECOMMENDATIONS SHALL TAKE PRECEDENCE UNLESS SPECIFICALLY NOTED OTHERWISE ON THE PLANS. THE GENERAL CONTRACTOR MUST NOTIFY THE ENGINEER, IN WRITING, OF ANY SUCH CONFLICT, DISCREPANCY OR AMBIGUITY BETWEEN THE GEOTECHNICAL REPORTS AND PLANS AND SPECIFICATIONS PRIOR TO PROCEEDING WITH ANY FURTHER WORK. 6.THESE PLANS ARE BASED ON INFORMATION PROVIDED TO JCL CONSULTING LLC BY THE OWNER AND OTHERS PRIOR TO THE TIME OF PLAN PREPARATION. GENERAL CONTRACTOR MUST FIELD VERIFY EXISTING CONDITIONS AND NOTIFY JCL CONSULTING LLC, IN WRITING, IMMEDIATELY IF ACTUAL SITE CONDITIONS DIFFER FROM THOSE SHOWN ON THE PLAN, OR IF THE PROPOSED WORK CONFLICTS WITH ANY OTHER SITE FEATURES. 7.ALL DIMENSIONS SHOWN ON THE PLANS MUST BE FIELD VERIFIED BY THE GENERAL CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. CONTRACTOR MUST NOTIFY ENGINEER, IN WRITING, IF ANY CONFLICTS, DISCREPANCIES, OR AMBIGUITIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION. NO EXTRA COMPENSATION WILL BE PAID TO THE CONTRACTOR FOR WORK WHICH HAS TO BE REDONE OR REPAIRED DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE PLANS PRIOR TO CONTRACTOR GIVING ENGINEER WRITTEN NOTIFICATION OF SAME AND ENGINEER, THEREAFTER, PROVIDING GENERAL CONTRACTOR WITH WRITTEN AUTHORIZATION TO PROCEED WITH SUCH ADDITIONAL WORK. 8.GENERAL CONTRACTOR MUST REFER TO THE ARCHITECTURAL/BUILDING PLANS “OF RECORD” FOR EXACT LOCATIONS AND DIMENSIONS OF ENTRY/EXIT POINTS, ELEVATIONS, PRECISE BUILDING DIMENSIONS, AND EXACT BUILDING UTILITY LOCATIONS. 9.PRIOR TO THE START OF CONSTRUCTION, THE GENERAL CONTRACTOR MUST COORDINATE THE BUILDING LAYOUT BY CAREFUL REVIEW OF THE ENTIRE SITE PLAN AND THE LATEST ARCHITECTURAL PLANS (INCLUDING, BUT NOT LIMITED TO, STRUCTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND FIRE SUPPRESSION PLAN, WHERE APPLICABLE). GENERAL CONTRACTOR MUST IMMEDIATELY NOTIFY OWNER, ARCHITECT AND SITE ENGINEER, IN WRITING, OF ANY CONFLICTS AND/OR DISCREPANCIES. 10.DEBRIS MUST NOT BE BURIED ON THE SUBJECT SITE AND ALL UNSUITABLE EXCAVATED MATERIAL AND DEBRIS (SOLID WASTE) MUST BE DISPOSED OF IN ACCORDANCE WITH THE REQUIREMENTS OF ANY AND ALL GOVERNMENTAL AUTHORITIES WHICH HAVE JURISDICTION OVER THIS PROJECT OR OVER GENERAL CONTRACTOR. 11.THE GENERAL CONTRACTOR IS TO EXERCISE EXTREME CARE WHEN PERFORMING ANY WORK ACTIVITIES ADJACENT TO PAVEMENT, STRUCTURES, ETC. WHICH ARE TO REMAIN EITHER FOR AN INITIAL PHASE OF THE PROJECT OR AS PART OF THE FINAL CONDITION. GENERAL CONTRACTOR IS RESPONSIBLE FOR TAKING ALL APPROPRIATE MEASURES REQUIRED TO ENSURE THE STRUCTURAL STABILITY OF SIDEWALKS AND PAVEMENT, UTILITIES, BUILDINGS, AND INFRASTRUCTURE WHICH ARE TO REMAIN, AND TO PROVIDE A SAFE WORK AREA FOR THIRD PARTIES, PEDESTRIANS AND ANYONE INVOLVED WITH THE PROJECT. 14.THE GENERAL CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE DONE TO ANY NEW OR EXISTING CONSTRUCTION OR PROPERTY DURING THE COURSE OF CONSTRUCTION, INCLUDING BUT NOT LIMITED TO DRAINAGE, UTILITIES, PAVEMENT, STRIPING, CURB, ETC. AND SHALL BEAR ALL COSTS ASSOCIATED WITH SAME TO INCLUDE, BUT NOT BE LIMITED TO, REDESIGN, RE-SURVEY, RE-PERMITTING AND CONSTRUCTION. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR AND MUST REPLACE ALL SIGNAL INTERCONNECTION CABLE, WIRING CONDUITS, AND ANY UNDERGROUND ACCESSORY EQUIPMENT DAMAGED DURING CONSTRUCTION AND MUST BEAR ALL COSTS ASSOCIATED WITH SAME. THE REPAIR OF ANY SUCH NEW OR EXISTING CONSTRUCTION OR PROPERTY MUST RESTORE SUCH CONSTRUCTION OR PROPERTY TO A CONDITION EQUIVALENT TO OR BETTER THAN THE CONDITIONS PRIOR TO COMMENCEMENT OF THE CONSTRUCTION, AND IN CONFORMANCE WITH APPLICABLE CODES, LAWS RULES, REGULATIONS, STATUTORY REQUIREMENTS AND STATUTES. GENERAL CONTRACTOR MUST BEAR ALL COSTS ASSOCIATED WITH SAME. GENERAL CONTRACTOR IS RESPONSIBLE TO DOCUMENT ALL EXISTING DAMAGE AND TO NOTIFY THE OWNER AND THE CONSTRUCTION MANAGER PRIOR TO THE START OF CONSTRUCTION. 15.ALL CONCRETE MUST BE AIR ENTRAINED AND HAVE THE MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI AT 28 DAYS UNLESS OTHERWISE NOTED ON THE PLANS, DETAILS AND/OR GEOTECHNICAL REPORT. 16.THE ENGINEER IS NOT RESPONSIBLE FOR CONSTRUCTION METHODS, MEANS, TECHNIQUES OR PROCEDURES, GENERALLY OR FOR THE CONSTRUCTION MEAN, METHODS, TECHNIQUES OR PROCEDURES FOR COMPLETION OF THE WORK DEPICTED BOTH ON THESE PLANS, AND FOR ANY CONFLICTS/SCOPE REVISIONS WHICH RESULT FROM SAME. GENERAL CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE METHODS/MEANS FOR COMPLETION OF THE WORK PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 17.IF THE GENERAL CONTRACTOR DEVIATES FROM THE PLANS AND SPECIFICATIONS, INCLUDING THE NOTES CONTAINED HEREIN, WITHOUT FIRST OBTAINING THE PRIOR WRITTEN AUTHORIZATION OF THE ENGINEER FOR SUCH DEVIATIONS, THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE PAYMENT OF ALL COSTS INCURRED IN CORRECTING ANY WORK DONE WHICH DEVIATES FROM THE PLANS, ALL FINES AND/OR PENALTIES ASSESSED WITH RESPECT THERETO AND ALL COMPENSATORY OR PUNITIVE DAMAGES RESULTING THEREFROM AND, FURTHER, SHALL DEFEND, INDEMNIFY AND HOLD HARMLESS THE ENGINEER, TO THE FULLEST EXTENT PERMITTED UNDER THE LAW, IN ACCORDANCE WITH PARAGRAPH 19 HEREIN, FOR AND FROM ALL FEES, ATTORNEYS' FEES, DAMAGES, COSTS, JUDGMENTS, PENALTIES AND THE LIKE RELATED TO SAME. 18.GENERAL CONTRACTOR IS RESPONSIBLE FOR MAINTENANCE AND PROTECTION OF TRAFFIC PLAN FOR ALL WORK THAT AFFECTS PUBLIC TRAVEL EITHER IN THE R.O.W. OR ON SITE. THE COST FOR THIS ITEM MUST BE INCLUDED IN THE GENERAL CONTRACTOR'S PRICE. 19.ALL SIGNING AND PAVEMENT STRIPING MUST CONFORM TO MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES OR LOCALLY APPROVED SUPPLEMENT. 20.OWNER MUST MAINTAIN AND PRESERVE ALL PHYSICAL SITE FEATURES AND DESIGN FEATURES DEPICTED ON THE PLANS AND RELATED DOCUMENTS, IN STRICT ACCORDANCE WITH THE APPROVED PLAN(S) AND DESIGN AND, FURTHER ENGINEER IS NOT RESPONSIBLE FOR ANY FAILURE TO SO MAINTAIN OR PRESERVE SITE AND/OR DESIGN FEATURES. IF OWNER FAILS TO MAINTAIN AND/OR PRESERVE ALL PHYSICAL SITE FEATURES AND/OR DESIGN FEATURES DEPICTED ON THE PLANS AND RELATED DOCUMENTS, OWNER AGREES TO INDEMNIFY AND HOLD ENGINEER HARMLESS FOR ALL INJURIES AND DAMAGES THAT ENGINEER SUFFERS AND COSTS THAT ENGINEER INCURS AS A RESULT OF SAID FAILURE. 21.ALL DIMENSIONS MUST BE TO FACE OF CURB, EDGE OF PAVEMENT, OR EDGE OF BUILDING, UNLESS NOTED OTHERWISE. 22.ALL CONSTRUCTION AND MATERIALS MUST COMPLY WITH AND CONFORM TO APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS, LAWS, ORDINANCES, RULES AND CODES, AND ALL APPLICABLE OSHA REQUIREMENTS. 23.GENERAL CONTRACTOR AND OWNER MUST INSTALL ALL ELEMENTS AND COMPONENTS IN STRICT COMPLIANCE WITH AND ACCORDANCE WITH MANUFACTURER'S STANDARDS AND RECOMMENDED INSTALLATION CRITERIA AND SPECIFICATIONS. IF GENERAL CONTRACTOR AND/OR OWNER FAIL TO DO SO, THEY AGREE TO JOINTLY AND SEVERALLY INDEMNIFY AND HOLD ENGINEER HARMLESS FOR ALL INJURIES AND DAMAGES THAT ENGINEER SUFFERS AND COSTS THAT ENGINEER INCURS AS A RESULT OF SAID FAILURE. 24.GENERAL CONTRACTOR IS RESPONSIBLE TO MAINTAIN ON-SITE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) IN COMPLIANCE WITH EPA REQUIREMENTS FOR SITES. 25.SUBBASE DEPTH IS BASED ON A CBR VALUE OF 4, BASED ON AN ESTIMATE WHICH WILL BE REVISED ONCE THE SOIL TESTS OF SUBGRADE ARE PERFORMED. 26.A SMOOTHING GRADE SHALL BE MAINTAINED FROM THE CENTERLINE OF THE EXISTING ROAD TO THE CURB AND GUTTER, TO PRECLUDE THE FORMING OF FALSE GUTTERS AND/OF PONDING OF ANY WATER ON THE ROADWAY. 27.STANDARD GUARDRAIL AND HANDRAIL SHALL BE INSTALLED AT THOSE LOCATIONS AS DESIGNATED DURING FINAL FIELD INSPECTIONS BY FREDERICK COUNTY OR VDOT AS APPLICABLE. 28.THE APPROVAL OF THESE PLANS SHALL IN NO WAY RELIEVE THE OWNER OF COMPLYING WITH OTHER APPLICABLE LOCAL, STATE, AND FEDERAL REQUIREMENTS. 3.IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TO REVIEW ALL CONSTRUCTION CONTRACT DOCUMENTS INCLUDING, BUT NOT LIMITED TO, ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THE PROJECT WORK SCOPE PRIOR TO THE INITIATION AND COMMENCEMENT OF CONSTRUCTION. SHOULD THE GENERAL CONTRACTOR FIND A CONFLICT AND/OR DISCREPANCY BETWEEN THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR THE RELATIVE OR APPLICABLE CODES, REGULATIONS, LAWS, RULES, STATUTES AND/OR ORDINANCES, IT IS THE GENERAL CONTRACTOR'S SOLE RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD, IN WRITING, OF SAID CONFLICT AND/OR DISCREPANCY PRIOR TO THE START OF CONSTRUCTION. GENERAL CONTRACTOR'S FAILURE TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE GENERAL CONTRACTOR'S FULL AND COMPLETE ACCEPTANCE OF ALL RESPONSIBILITY TO COMPLETE THE SCOPE OF WORK AS DEFINED BY THE DRAWINGS AND IN FULL COMPLIANCE WITH ALL FEDERAL, STATE AND LOCAL REGULATIONS, LAWS, STATUTES, ORDINANCES AND CODES AND, FURTHER, GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH SAME. 4.THE GENERAL CONTRACTOR MUST LOCATE AND CLEARLY AND UNAMBIGUOUSLY DEFINE VERTICALLY AND HORIZONTALLY ALL ACTIVE AND INACTIVE UTILITY AND/OR SERVICE SYSTEMS THAT ARE TO BE REMOVED. THE CONTRACTOR IS RESPONSIBLE TO PROTECT AND MAINTAIN ALL ACTIVE AND INACTIVE SYSTEMS THAT ARE NOT BEING REMOVED/RELOCATED DURING SITE ACTIVITY. 5.THE GENERAL CONTRACTOR MUST FAMILIARIZE ITSELF WITH THE APPLICABLE UTILITY SERVICE PROVIDER REQUIREMENTS AND IS RESPONSIBLE FOR ALL COORDINATION REGARDING UTILITY DEMOLITION AS IDENTIFIED OR REQUIRED FOR THE PROJECT. THE GENERAL CONTRACTOR MUST PROVIDE THE OWNER WITH WRITTEN NOTIFICATION THAT THE EXISTING UTILITIES AND SERVICES HAVE BEEN TERMINATED AND ABANDONED IN ACCORDANCE WITH THE JURISDICTION AND UTILITY COMPANY REQUIREMENTS AND ALL OTHER APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES. 6.THE GENERAL CONTRACTOR MUST INSTALL ALL STORM SEWER AND SANITARY SEWER COMPONENTS WHICH FUNCTION BY GRAVITY PRIOR TO THE INSTALLATION OF ALL OTHER UTILITIES. 7.GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF SITE PLAN DOCUMENTS AND ARCHITECTURAL DESIGN FOR EXACT BUILDING UTILITY CONNECTION LOCATIONS, GREASE TRAP REQUIREMENTS/DETAILS, DOOR ACCESS, AND EXTERIOR GRADING. THE ARCHITECT WILL DETERMINE THE UTILITY SERVICE SIZES. THE GENERAL CONTRACTOR MUST COORDINATE INSTALLATION OF UTILITIES/SERVICES WITH THE INDIVIDUAL COMPANIES, TO AVOID CONFLICTS AND TO ENSURE THAT PROPER DEPTHS ARE ACHIEVED. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT INSTALLATION OF ALL IMPROVEMENTS COMPLIES WITH ALL UTILITY REQUIREMENTS WITH JURISDICTION AND/OR CONTROL OF THE SITE, AND ALL OTHER APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES AND, FURTHER, IS RESPONSIBLE FOR COORDINATING THE UTILITY TIE-INS/CONNECTIONS PRIOR TO CONNECTING TO THE EXISTING UTILITY/SERVICE. WHERE A CONFLICT(S) EXISTS BETWEEN THESE SITE PLANS AND THE ARCHITECTURAL PLANS, OR WHERE ARCHITECTURAL PLAN UTILITY CONNECTION POINTS DIFFER, THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE ENGINEER, IN WRITING, AND PRIOR TO CONSTRUCTION, RESOLVE SAME. 8.WATER SERVICE MATERIALS, BURIAL DEPTH, AND COVER REQUIREMENTS MUST BE SPECIFIED BY THE LOCAL UTILITY COMPANY. GENERAL CONTRACTOR'S PRICE FOR WATER SERVICE MUST INCLUDE ALL FEES, COSTS AND APPURTENANCES REQUIRED BY THE UTILITY TO PROVIDE FULL AND COMPLETE WORKING SERVICE. CONTRACTOR MUST CONTACT THE APPLICABLE MUNICIPALITY TO CONFIRM THE PROPER WATER METER AND VAULT, PRIOR TO COMMENCING CONSTRUCTION. 9.ALL NEW UTILITIES/SERVICES, INCLUDING ELECTRIC, TELEPHONE, CABLE TV, ETC. ARE TO BE INSTALLED UNDERGROUND. ALL NEW UTILITIES/SERVICES MUST BE INSTALLED IN ACCORDANCE WITH THE UTILITY/SERVICE PROVIDER INSTALLATION SPECIFICATIONS AND STANDARDS. 10.SITE GRADING MUST BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND THE RECOMMENDATIONS SET FORTH IN THE GEOTECHNICAL REPORT REFERENCED IN THIS PLAN SET. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR REMOVING AND REPLACING UNSUITABLE MATERIALS WITH SUITABLE MATERIALS AS SPECIFIED IN THE GEOTECHNICAL REPORT. ALL EXCAVATED OR FILLED AREAS MUST BE COMPACTED AS OUTLINED IN THE GEOTECHNICAL REPORT. MOISTURE CONTENT AT TIME OF PLACEMENT MUST BE SUBMITTED IN A COMPACTION REPORT PREPARED BY A QUALIFIED GEOTECHNICAL ENGINEER, REGISTERED WITH THE STATE WHERE THE WORK IS PERFORMED, VERIFYING THAT ALL FILLED AREAS AND SUBGRADE AREAS WITHIN THE BUILDING PAD AREA AND AREAS TO BE PAVED HAVE BEEN COMPACTED IN ACCORDANCE WITH THESE PLANS, SPECIFICATIONS AND THE RECOMMENDATIONS SET FORTH IN THE GEOTECHNICAL REPORT AND ALL APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES. SUBBASE MATERIAL FOR SIDEWALKS, CURB, OR ASPHALT MUST BE FREE OF ORGANICS AND OTHER UNSUITABLE MATERIALS. SHOULD SUBBASE BE DEEMED UNSUITABLE BY OWNER/DEVELOPER, OR OWNER/DEVELOPER'S REPRESENTATIVE, SUBBASE IS TO BE REMOVED AND FILLED WITH APPROVED FILL MATERIAL COMPACTED AS DIRECTED BY THE GEOTECHNICAL REPORT. EARTHWORK ACTIVITIES INCLUDING, BUT NOT LIMITED TO, EXCAVATION, BACKFILL, AND COMPACTING MUST COMPLY WITH THE RECOMMENDATIONS IN THE GEOTECHNICAL REPORT AND ALL APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES. EARTHWORK ACTIVITIES MUST COMPLY WITH THE STANDARD STATE DOT SPECIFICATIONS FOR ROADWAY CONSTRUCTION (LATEST EDITION) AND ANY AMENDMENTS OR REVISIONS THERETO. 11.ALL FILL, COMPACTION, AND BACKFILL MATERIALS REQUIRED FOR UTILITY INSTALLATION MUST BE AS PER THE RECOMMENDATIONS PROVIDED IN THE GEOTECHNICAL REPORT AND MUST BE COORDINATED WITH THE APPLICABLE UTILITY COMPANY SPECIFICATIONS. WHEN THE PROJECT DOES NOT HAVE GEOTECHNICAL RECOMMENDATIONS, FILL AND COMPACTION MUST, AT A MINIMUM, COMPLY WITH THE STATE DOT REQUIREMENTS AND SPECIFICATIONS AND CONSULTANT SHALL HAVE NO LIABILITY OR RESPONSIBILITY FOR OR AS RELATED TO FILL, COMPACTION AND BACKFILL. FURTHER, CONTRACTOR IS FULLY RESPONSIBLE FOR EARTHWORK BALANCE. 12.THE GENERAL CONTRACTOR MUST COMPLY, TO THE FULLEST EXTENT, WITH THE LATEST OSHA STANDARDS AND REGULATIONS, AND/OR ANY OTHER AGENCY WITH JURISDICTION FOR EXCAVATION AND TRENCHING PROCEDURES. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE “MEANS AND METHODS” REQUIRED TO MEET THE INTENT AND PERFORMANCE CRITERIA OF OSHA, AS WELL AS ANY OTHER ENTITY THAT HAS JURISDICTION FOR EXCAVATION AND/OR TRENCHING PROCEDURES AND CONSULTANT SHALL HAVE NO RESPONSIBILITY FOR OR AS RELATED FOR OR AS RELATED TO EXCAVATION AND TRENCHING PROCEDURES. 13.DURING THE INSTALLATION OF SANITARY SEWER, STORM SEWER, AND ALL UTILITIES, THE CONTRACTOR MUST MAINTAIN A CONTEMPORANEOUS AND THOROUGH RECORD OF CONSTRUCTION TO IDENTIFY THE AS-INSTALLED LOCATIONS OF ALL UNDERGROUND INFRASTRUCTURE. THE GENERAL CONTRACTOR MUST CAREFULLY NOTE ANY INSTALLATIONS THAT DEVIATE FROM THE INFORMATION CONTAINED IN THE UTILITY PLAN. THIS RECORD MUST BE KEPT ON A CLEAN COPY OF THE SITE PLAN, WHICH GENERAL CONTRACTOR MUST PROMPTLY PROVIDE TO THE OWNER AT THE COMPLETION OF WORK. 14.WHEN THE SITE IMPROVEMENT PLANS INVOLVE MULTIPLE BUILDINGS, SOME OF WHICH MAY BE BUILT AT A LATER DATE, THE GENERAL CONTRACTOR MUST EXTEND ALL LINES, INCLUDING BUT NOT LIMITED TO STORM SEWER, SANITARY SEWER, UTILITIES, AND IRRIGATION LINE, TO A POINT AT LEAST FIVE (5) FEET BEYOND THE PAVED AREAS FOR WHICH THE GENERAL CONTRACTOR IS RESPONSIBLE. GENERAL CONTRACTOR MUST CAP ENDS AS APPROPRIATE, MARK LOCATIONS WITH A 2X4, AND MUST NOTE THE LOCATION OF ALL OF THE ABOVE ON A CLEAN COPY OF THE SITE PLAN, WHICH GENERAL CONTRACTOR MUST PROMPTLY PROVIDE TO THE OWNER UPON COMPLETION OF THE WORK. 15.THE GENERAL CONTRACTOR IS FULLY RESPONSIBLE FOR VERIFICATION OF EXISTING TOPOGRAPHIC INFORMATION AND UTILITY INVERT ELEVATIONS PRIOR TO COMMENCING ANY CONSTRUCTION. GENERAL CONTRACTOR MUST CONFIRM AND ENSURE 0.75% MINIMUM SLOPE AGAINST ALL ISLANDS, GUTTERS, AND CURBS; 1.0% ON ALL CONCRETE SURFACES; AND 1.5% MINIMUM ON ASPHALT (EXCEPT WHERE ADA REQUIREMENTS LIMIT GRADES), TO PREVENT PONDING. GENERAL CONTRACTOR MUST IMMEDIATELY IDENTIFY, IN WRITING TO THE ENGINEER, ANY DISCREPANCIES THAT MAY OR COULD AFFECT THE PUBLIC SAFETY, HEALTH OR GENERAL WELFARE, OR PROJECT COST. IF GENERAL CONTRACTOR PROCEEDS WITH CONSTRUCTION WITHOUT PROVIDING PROPER NOTIFICATION, MUST BE AT THE GENERAL CONTRACTOR'S OWN RISK AND, FURTHER, GENERAL CONTRACTOR SHALL INDEMNIFY, DEFEND AND HOLD HARMLESS THE DESIGN ENGINEER FOR ANY DAMAGES, COSTS, INJURIES, ATTORNEY'S FEES AND THE LIKE WHICH RESULT FROM SAME. 16.IN THE EVENT OF DISCREPANCIES AND/OR CONFLICTS BETWEEN PLANS OR RELATIVE TO OTHER PLANS, THE SITE PLAN WILL TAKE PRECEDENCE AND CONTROL. GENERAL CONTRACTOR MUST IMMEDIATELY NOTIFY THE DESIGN ENGINEER, IN WRITING, OF ANY DISCREPANCIES AND/OR CONFLICTS. 17.GENERAL CONTRACTOR MUST REQUIRED TO SECURE ALL NECESSARY AND/OR REQUIRED PERMITS AND APPROVALS FOR ALL OFF SITE MATERIAL SOURCES AND DISPOSAL FACILITIES. GENERAL CONTRACTOR MUST SUPPLY A COPY OF APPROVALS TO ENGINEER AND OWNER PRIOR TO INITIATING WORK ANY WORK. 18.WHERE RETAINING WALLS (WHETHER OR NOT THEY MEET THE JURISDICTIONAL DEFINITION) ARE IDENTIFIED ON PLANS, ELEVATIONS IDENTIFIED ARE FOR THE EXPOSED PORTION OF THE WALL. WALL FOOTINGS/FOUNDATION ELEVATIONS ARE NOT IDENTIFIED HEREIN AND ARE TO BE SET/DETERMINED BY THE CONTRACTOR BASED ON FINAL STRUCTURAL DESIGN SHOP DRAWINGS PREPARED BY THE APPROPRIATE PROFESSIONAL LICENSED IN THE STATE WHERE THE CONSTRUCTION OCCURS. 19.STORM DRAINAGE PIPE: UNLESS INDICATED OTHERWISE, ALL STORM SEWER PIPE MUST BE REINFORCED CONCRETE PIPE (RCP) CLASS III WITH SILT TIGHT JOINTS. WHEN HIGH-DENSITY POLYETHYLENE PIPE (HDPE) IS CALLED FOR ON THE PLANS, IT MUST CONFORM TO AASHTO M294 AND TYPE S (SMOOTH INTERIOR WITH ANGULAR CORRUGATIONS) WITH GASKET FOR SILT TIGHT JOINT. PVC PIPE FOR ROOF DRAIN CONNECTION MUST BE SDR 26 OR SCHEDULE 40 UNLESS INDICATED OTHERWISE. 20.STORMWATER ROOF DRAIN LOCATIONS ARE BASED ON PRELIMINARY ARCHITECTURAL PLANS. GENERAL CONTRACTOR IS RESPONSIBLE TO AND FOR VERIFYING LOCATIONS OF SAME BASED ON FINAL ARCHITECTURAL PLANS. 21.WATER MAIN PIPING MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS AND SPECIFICATIONS OF THE LOCAL WATER AUTHORITY. IN THE ABSENCE OF SUCH REQUIREMENTS, WATER MAIN PIPING MUST BE CEMENT-LINED DUCTILE IRON (DIP) MINIMUM CLASS 52 THICKNESS. ALL PIPE AND APPURTENANCES MUST COMPLY WITH THE APPLICABLE AWWA STANDARDS IN EFFECT AT THE TIME OF APPLICATION. 21.WATER MAIN PIPING MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS AND SPECIFICATIONS OF THE LOCAL WATER AUTHORITY. IN THE ABSENCE OF SUCH REQUIREMENTS, WATER MAIN PIPING MUST BE CEMENT-LINED DUCTILE IRON (DIP) MINIMUM CLASS 52 THICKNESS. ALL PIPE AND APPURTENANCES MUST COMPLY WITH THE APPLICABLE AWWA STANDARDS IN EFFECT AT THE TIME OF APPLICATION. 22.GENERAL CONTRACTOR MUST ENSURE THAT ALL UTILITY TRENCHES LOCATED IN EXISTING PAVED ROADWAYS INCLUDING SEWER, WATER AND STORM SYSTEMS, MUST BE REPAIRED IN ACCORDANCE WITH REFERENCED MUNICIPAL, COUNTY AND/OR VDOT DETAILS AS APPLICABLE. GENERAL CONTRACTOR MUST COORDINATE INSPECTION AND APPROVAL OF COMPLETED WORK WITH THE AGENCY WITH JURISDICTION OVER SAME. 23.LOUDOUN WATER NOTES AND DETAILS ARE LOCATED ON SHEETS 40-42. 24.LOCATION OF PROPOSED UTILITY POLE RELOCATION IS AT THE SOLE DISCRETION OF UTILITY COMPANY. 25.ALL CURB RETURNS ARE 5' RADIUS UNLESS OTHERWISE LABELED GENERAL GRADING & UTILITY NOTES: 1.LOCATIONS OF ALL EXISTING AND PROPOSED SERVICES ARE APPROXIMATE AND MUST BE INDEPENDENTLY CONFIRMED WITH LOCAL UTILITY COMPANIES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION OR EXCAVATION. SANITARY SEWER AND ALL OTHER UTILITY SERVICE CONNECTION POINTS MUST BE INDEPENDENTLY CONFIRMED BY THE CONTRACTOR IN THE FIELD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. ALL DISCREPANCIES MUST IMMEDIATELY BE REPORTED, IN WRITING, TO THE ENGINEER. CONSTRUCTION MUST COMMENCE BEGINNING AT THE LOWEST INVERT (POINT OF CONNECTION) AND PROGRESS UP GRADIENT. PROPOSED INTERFACE POINTS (CROSSINGS) WITH EXISTING UNDERGROUND UTILITIES SHALLBE FIELD VERIFIED BY TEST PIT PRIOR TO COMMENCEMENT OF CONSTRUCTION. 2.GENERAL CONTRACTOR MUST VERTICALLY AND HORIZONTALLY LOCATE ALL UTILITIES AND SERVICES INCLUDING, BUT NOT LIMITED TO, GAS, WATER, ELECTRIC, SANITARY AND STORM SEWER, TELEPHONE, CABLE, FIBER OPTIC CABLE, ETC. WITHIN THE LIMITS OF DISTURBANCE OR WORK SPACE, WHICHEVER IS GREATER. THE GENERAL CONTRACTOR MUST USE, REFER TO, AND COMPLY WITH THE REQUIREMENTS OF THE APPLICABLE UTILITY NOTIFICATION SYSTEM TO LOCATE ALL THE UNDERGROUND UTILITIES. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR REPAIRING ALL DAMAGE TO ANY EXISTING UTILITIES DURING CONSTRUCTION, AT NO COST TO THE OWNER. GENERAL CONTRACTOR SHALL BEAR ALL COSTS ASSOCIATED WITH DAMAGE TO ANY EXISTING UTILITIES DURING CONSTRUCTION. DATE DESCRIPTION SCALE PLAN No. DATE PLAN STATUS H: V: FILE No. SHEET FREDERICK COUNTY, VIRGINIABACK CREEK DISTRICT 12/08/2025 0073-A-001 DESIGN DRAWN CHKD JCL TL JCLJCL CONSULTING, LLCMIDDLETOWN DATA CENTEROF 16. 04/14/26 12/08/25 REVISION 3 01/14/26 1ST SUBMISSION 03/03/26 2ND SUBMISSION 04/14/26 3RD SUBMISSION OWNER:ENGINEER: TM# 90-A-58C MIDDLETOWN DATA CENTER LLC JCL CONSULTING, LLC 1330 LYNCHBURG TURNPIKE 4460 BROOKFIELD CORPORATE DR, SUITE K SALEM, VA 24153 CHANTILLY, VIRGINIA 20151 CONTACT: DANIEL JUDY CONTACT: JEFFREY A. RICKARD TEL: 540-333-3343 TEL: 703-488-9877 PROJECT DESCRIPTION: THE PROPOSED PROJECT IS TO REVISE PARKING LOT AND INCLUDE THE INSTALLATION OF CONCRETE PADS FOR EQUIPMENT OPERATION AND STORAGE, AND THE INSTALLATION OF ADDITIONAL FIVE POWER GRID STABILIZATION STRUCTURES. EXISTING PARCEL DATA: EXISTING ZONING OF LOT:M1-LIGHT INDUSTRIAL DISTRICT AREA OF LOT: 6.15 ACRES EXISTING USE:DATA CENTER WITH COMMUNICATION DISH PROPOSED USE:DATA CENTER WITH COMMUNICATION DISH PROPOSED BUILDING: 1-STORY EXISTING BUILDING AREA: 72,840 SF PROPOSED BUILDING AREA:72,840 SF BUILDING RESTRICTION LINES: FRONT YARD MAJOR STREET SETBACK:REQUIRED - 75' (PER APPROVED VARIANCE REQUEST #16-25, 30-FOOT FRONT YARD SETBACK FOR GENERATOR/UPS EQUIPMENT) FRONT YARD MINOR STREET SETBACK:REQUIRED - 75' REAR YARD SETBACK:REQUIRED - 25' SIDE YARD SETBACK:REQUIRED - 25' MAXIMUM BUILDING HEIGHT:ALLOWED - 60' (THE EXISTING BUILDING MEETS ALLOWABLE BUILDING HEIGHT REQUIREMENT) SIGN SETBACK:REQUIRED - 10' FAR ALLOWED:1.00 FAR PROPOSED:0.27 MAXIMUM HEIGHT OF ANTENNA AT PEAK ROTATION: 35'± PARKING REQUIREMENTS: PARKING RESTRICTION LINES: STREET SETBACK:REQUIRED-10' YARD SETBACK:REQUIRED-5' PARKING SPACES REQUIRED: 1 SPACE PER 250 SQUARE FEET OF OFFICE AREA 8,500 SF OF OFFICE AREA = 34 SPACES REQUIRED 1.5 SPACES PER EMPLOYEE 8 EMPLOYEES = 12 SPACES REQUIRED 1 SPACE PER EACH COMPANY VEHICLE 0 COMPANY VEHICLE = 0 SPACE REQUIRED TOTAL PARKING SPACES REQUIRED:46 PARKING SPACES EXISTING SPACES PROVIDED:60 INCLUDING 3 ADA SPACES PROPOSED SPACES PROVIDED:51 INCLUDING 3 ADA SPACES (9 SPACES REMOVED) LOADING SPACES REQUIRED:1 SPACE PER 40,000 SF OR 2 SPACES LOADING SPACES PROVIDED:2 BUILDING AND IMPERVIOUS AREA COVERAGE: EXISTING: FOOTPRINT OF BUILDING 72,840 SF IMPERVIOUS PAVEMENT AREA:107,183 SF TOTAL IMPERVIOUS AREA: 180,023 SF PROPOSED: FOOTPRINT OF BUILDING 72,840 SF IMPERVIOUS PAVEMENT AREA:107,183 SF TOTAL IMPERVIOUS AREA: 180,023 SF OPEN SPACE REQUIRED:INDUSTRIAL USE = 25% OPEN SPACE PROVIDED:2.41 ACRES = 39% TRASH REMOVAL: THE OWNER WILL CONTRACT WITH A LICENSED, PRIVATE TRASH HAULER FOR THE REGULAR REMOVAL OF TRASH. ENVIRONMENTAL FEATURES: WETLANDS - NO WETLANDS HAVE BEEN IDENTIFIED ON THE SITE. STORMWATER MANAGEMENT: APPROXIMATELY 2,178 SQUARE FEET INCREASE IN IMPERVIOUS AREA IS PROPOSED. THE TOTAL DISTURBED AREA IS APPROXIMATELY 9,540 SQUARE FEET (0.22 AC) AND IS LIMITED TO THE PROPOSED FOOTING AND GRAVEL AREA SHOWN ON THE SITE DETAIL. WATER QUALITY OR WATER QUANTITY CONTROLS ARE DETAILED IN BMP NARRATIVE SHEET 14. LIGHTING: EXISTING LIGHTING CONFORMS TO THE OUTDOOR LIGHTING REQUIREMENTS OF THE FREDERICK COUNTY ZONING ORDINANCE. LIGHTING FIXTURES WILL BE REPLACED WITH LED LIGHT FIXTURES THAT MEET FREDERICK COUNTY ZONING REQUIREMENTS. LANDSCAPE: FIRST 100,000 SF IMPERVIOUS AREA:50 TREES (1 TREE PER 2,000 SF) EXCESS OF FIRST 100,000 SF IMPERVIOUS AREA:16 TRESS (1 TREE PER 5,000 SF) TOTAL LANDSCAPING REQUIRED:66 TREES EXISTING/REMAINING LANDSCAPING:7 TREES PROPOSED LANDSCAPING:124 TREES TOTAL LANDSCAPING PROVIDED:131 TREES THE PROPOSED TREE LOCATION AND LANDSCAPING PLANT SCHEDULE ARE PROVIDED ON SHEET 05A. THIS REVISION FOR ADDITIONAL PARKING AND NEW HANDICAPPED PARKING DOES NOT REQUIRE ADDITIONAL LANDSCAPING. SIGNAGE: ALL SIGNAGES WILL CONFORM TO THE REQUIREMENTS OF THE FREDERICK COUNTY ZONING ORDINANCE. NO SIGNAGE IS PROPOSED. VICINITY MAP VDOT GENERAL NOTES (REVISED 1/10/2023): 1.THESE PLANS WERE PREPARED IN ACCORDANCE WITH THE REQUIREMENTS OF (SELECT ONE): VDOT SECONDARY STREET ACCEPTANCE REQUIREMENTS (SSAR 24VAC-30-92 EFFECTIVE FEBRUARY 1, 2012 AND VDOT ROAD DESIGN MANUAL APPENDIX B1). VDOT SECONDARY STREET ACCEPTANCE REQUIREMENTS (SSAR 24VAC-30-92 EFFECTIVE FEBRUARY 1, 2012 AND VDOT ROAD DESIGN MANUAL APPENDIX B2 AS APPROVED FOR USE IN DESIGNATED HIGH DENSITY DEVELOPMENT AREAS). VDOT ROAD DESIGN MANUAL APPENDIX C, RURAL AND URBAN GEOMETRIC DESIGN STANDARDS EFFECTIVE AT THE TIME OF VDOT RECOMMENDED PLAN APPROVAL; LIST STANDARD USED: GS-N/A . 2.VDOT APPROVED EXCEPTIONS/WAIVERS (MUST BE INCORPORATED IN THE PLAN): ·ACCESS MANAGEMENT - DATE OF APPROVAL:N/A ·SSAR- DATE OF APPROVAL:N/A ·DESIGN WAIVER - DATE OF APPROVAL:N/A ·OTHER DATE OF APPROVAL:N/A 3.SSAR CONNECTIVITY SUMMARY (PROVIDE A CHECK MARK WHERE APPLICABLE OR WRITE N/A): ·CONNECTIONS IN MULTIPLE DIRECTIONS (FIRST CONNECTION MUST BE TO A VDOT MAINTAINED ROAD, THE SECOND CONNECTION MAY EITHER BE TO A VDOT ROAD OR TO A STUB OUT) ·STUB OUT CONNECTION (THE PROP. RIGHT OF WAY TERMINATES AT PARCEL ABUTTING THE DEVELOPMENT AND CONSISTS OF A SHORT SEGMENT THAT IS INTENDED TO SERVE CURRENT AND FUTURE DEVELOPMENT; THE APPLICANT MUST VERIFY THAT CONNECTION WITH A FUTURE STREET IS FEASIBLE) ·NETWORK ADDITIONS PROVIDING DIRECT ACCESS TO (I) MORE THAN 200 DWELLING UNITS OR (II) LOTS WHOSE TRIP GENERATION IS EXPECTED TO BE OVER 2,000 VPD MAY BE ACCEPTED INTO THE SECONDARY SYSTEM OF STATE HIGHWAYS IF THE NETWORK ADDITION PROVIDES AN ADDITIONAL EXTERNAL CONNECTION BEYOND THAT REFERENCED ABOVE. 4.ALL WORK ON THIS PROJECT SHALL CONFORM TO THE CURRENT EDITIONS OF AND LATEST REVISIONS TO THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) ROAD AND BRIDGE SPECIFICATIONS AND STANDARDS, THE VIRGINIA EROSION AND SEDIMENT CONTROL REGULATIONS, AND ANY OTHER APPLICABLE STATE, FEDERAL OR LOCAL REGULATIONS. IN CASE OF A DISCREPANCY OR CONFLICT BETWEEN THE STANDARDS OR SPECIFICATIONS AND REGULATIONS, THE MOST STRINGENT SHALL GOVERN. 5.ALL RIGHT OF WAY DEDICATED TO PUBLIC USE SHALL BE CLEAR AND UNENCUMBERED. 6.ALL UTILITIES, INCLUDING ALL POLES, ARE TO BE RELOCATED AT THE DEVELOPER'S EXPENSE, PRIOR TO CONSTRUCTION. 7.THE DEVELOPER IS RESPONSIBLE FOR ANY DAMAGE TO EXISTING ROADS AND UTILITIES WHICH OCCUR AS A RESULT OF PROJECT CONSTRUCTION WITHIN OR CONTIGUOUS TO EXISTING RIGHT OF WAY. 8.OPEN CUTTING OF PAVED OR SURFACE TREATED ROADS IS NOT PERMITTED. ALL UTILITIES WHICH WILL BE PLACED UNDER EXISTING STREETS ARE TO BE BORED OR JACKED. ANY EXCEPTIONS, DUE TO EXTENUATING CIRCUMSTANCES, ARE TO BE ADDRESSED AT THE PERMIT STAGE. 9.THE PAVEMENT DESIGN IS BASED ON AN ASSUMED CBR VALUE OF 10 (USE A CBR VALUE OF 6 IN LOUDOUN CO.). SOIL TESTS OF SUBGRADE MUST BE SUBMITTED FOR THE ACTUAL DETERMINATION OF THE REQUIRED THICKNESS OF THE PAVEMENT INCLUDING LAYERS OF ASPHALT AND SUBBASE PRIOR TO SUBBASE PLACEMENT. 10.PAVEMENT DESIGN SHALL BE PROVIDED IN ACCORDANCE WITH THE PAVEMENT DESIGN GUIDE FOR SUBDIVISION AND SECONDARY ROADS IN VIRGINIA. FOR PRIMARY ROADS AND INTERSTATE HIGHWAYS WHERE TRUCK TRAFFIC EXCEEDS 5%, PAVEMENT DESIGN SHALL BE PROVIDED IN ACCORDANCE WITH AASHTO GUIDELINES. TYPICAL PAVEMENT SECTIONS SHALL DEPICT THE TOP 6” OF THE SUBGRADE IMMEDIATELY UNDER THE PAVEMENT STRUCTURE COMPACTED TO 100% OF THE THEORETICAL MAXIMUM DRY DENSITY. 11.ALL UNTREATED AGGREGATE USED IN BASE OR SUBBASE COURSES SHALL BE 21B, EXCEPT ON ROADS WITH AN ADT OF 1000 VPD OR LESS, WHERE 21A AGGREGATE MAY BE USED. WHEN 21B AGGREGATE IS USED, UD-4 UNDERDRAINS MUST BE PROVIDED. 12.A 4” (MIN.) LAYER OF STONE IS REQUIRED BENEATH CURB AND GUTTER (MAY BE SHOWN ON TYPICAL SECTION IN LIEU OF A NOTE). 13.THE ENTIRE SURFACE OF THE ROADWAY (OLD AND NEW PORTIONS) SHALL BE OVERLAID AND RE-STRIPED AS REQUIRED BY VDOT PERSONNEL. OVERLAY OF EXISTING PAVEMENT SHALL BE A MINIMUM OF 1.25” DEPTH; ANY COSTS ASSOCIATED WITH PAVEMENT OVERLAY, OR THE MILLING OF EXISTING PAVEMENT TO OBTAIN REQUIRED DEPTH, SHALL BE ASSUMED BY THE DEVELOPER. 14.A SMOOTH GRADE SHALL BE MAINTAINED FROM THE CENTERLINE OF THE EXISTING ROAD TO THE PROPOSED EDGE OF PAVEMENT TO PRECLUDE THE FORMING OF FALSE GUTTERS AND/OR THE PONDING OF ANY WATER IN THE ROADWAY. 15.ASPHALT PAVEMENT WIDENING SHALL CONFORM TO VDOT STANDARD WP-2. 16.ANY TYPE OF REVERSE CURB (SPILL CURB, CG-6R, ETC.) AND TRANSITION TO THESE CURBS SHALL NOT BE USED WITHIN THE PUBLIC RIGHT OF WAY. 17.THE COUNTY/TOWN SHALL OBTAIN A PERMIT FOR ALL SIDEWALKS/CROSSWALKS WITHIN THE RIGHT OF WAY THAT DO NOT QUALIFY FOR VDOT MAINTENANCE. 18.ADDITIONAL DITCH LININGS OR SILTATION AND EROSION CONTROL MEASURES SHALL BE PROVIDED, AT THE DEVELOPER'S EXPENSE, AS DETERMINED NECESSARY BY VDOT AND/OR THE COUNTY/TOWN DURING FIELD REVIEW. ALL COSTS SHALL BE ASSUMED BY THE DEVELOPER. 19.STANDARD GUARDRAILS AND/OR HANDRAILS SHALL BE INSTALLED AT HAZARDOUS LOCATIONS AS DESIGNATED DURING FIELD REVIEW BY THE COUNTY/TOWN INSPECTOR OR VDOT. 20.A LANDSCAPING AND IRRIGATION SYSTEMS PLAN SHALL BE SUBMITTED FOR VDOT APPROVAL PRIOR TO INSTALLING ANY LANDSCAPING AND IRRIGATION SYSTEMS WITHIN THE PUBLIC RIGHT OF WAY. 21.FLOWERS, SHRUBS, TREES, AND IRRIGATION SHALL NOT BE PLACED WITHIN STATE MAINTAINED RIGHT OF WAY LIMITS WITHOUT AN APPROVED SET OF PLANS AND AN APPROVED PLANTING AGREEMENT. NO IRRIGATION (SPRINKLER) SYSTEMS, BRICK COLUMNS, END WALLS, AND/OR BRICK MAILBOXES WILL BE CONSTRUCTED OR INSTALLED WITHIN STATE MAINTAINED RIGHT OF WAY LIMITS WITHOUT A PERMIT. ANY OF THE ABOVE ITEMS FOUND IN THE RIGHT OF WAY WITHOUT A PERMIT WILL BE REMOVED, AND ALL COSTS OF THE REMOVAL WILL BE BORNE BY THE OWNER AND/OR DEVELOPER. 22.TRAFFIC CONTROL DEVICES OR ADVISORY SIGNS, SUCH AS MULTIWAY STOPS, SPEED LIMITS, WATCH FOR CHILDREN, PEDESTRIAN TRAFFIC ETC., SHALL NOT BE INSTALLED UNLESS SPECIFICALLY APPROVED BY VDOT TRAFFIC ENGINEERING SECTION. SHOULD UNAPPROVED SIGNS BE NOTED AT THE TIME OF VDOT INSPECTION, THE ROAD ACCEPTANCE PROCESS SHALL BE TERMINATED IMMEDIATELY AND NOT RECOMMENCED UNTIL A DETERMINATION IS MADE REGARDING THE APPROVAL OF ANY ADDITIONAL SIGNS. IMMEDIATE REMOVAL OF SUCH SIGNS SHALL NOT NEGATE THE NEED FOR THE SUBMISSION OF A REVISION. 23.A SPEED STUDY CERTIFIED BY A PROFESSIONAL ENGINEER SHALL BE SUBMITTED FOR VDOT APPROVAL PRIOR TO THE STREET ACCEPTANCE FOR ANY ROAD TO BE POSTED OTHER THAN THE STATUTORY SPEED LIMIT. 24.THE DEVELOPER IS RESPONSIBLE FOR ALL TRAFFIC CONTROL. THE DEVELOPER SHALL SUBMIT A SIGNING, STRIPING AND/OR SIGNALIZATION PLAN TO THE VDOT LAND DEVELOPMENT SECTION PRIOR TO PERMIT APPLICATION. THE DEVELOPER SHALL NOT COMMENCE CONSTRUCTION OF ANY PAVEMENT COURSE WITHOUT AN APPROVED STRIPING PLAN. 25.THE DEVELOPER IS RESPONSIBLE FOR THE DESIGN AND CONSTRUCTION OF ANY TRAFFIC SIGNAL INSTALLATION OR MODIFICATION WHICH WILL BE NECESSARY AS A RESULT OF THE DEVELOPMENT OF THIS SITE. 26.DURING CONSTRUCTION, THE MAINTENANCE OF TRAFFIC SHALL CONFORM TO THE REQUIREMENTS IN THE MOST RECENT VERSION OF THE VIRGINIA WORK AREA PROTECTION MANUAL AND THE MUTCD. 27.THE ENGINEER OF RECORD, WHOSE PROFESSIONAL SEAL IS AFFIXED TO THIS PLAN, IS RESPONSIBLE TO ENSURE ALL VDOT STANDARDS ARE MET. VDOT REVIEW AND SIGNATURE OF THIS PLAN SHALL NOT BE INTERPRETED AS A GUARANTEE THE PLAN IS WITHOUT ERROR. THAT IS SOLELY THE RESPONSIBILITY OF THE ENGINEER OF RECORD. 28.ANY FIXTURES OR FEATURES BEING PLACED WITHIN THE VDOT RIGHT OF WAY THAT DO NOT SERVE THE GENERAL PUBLIC WILL REQUIRE A SEPARATE LAND USE PERMIT (LUP-A) AND COVENANT OF PERPETUAL MAINTENANCE (CPM). N/A N/A N/A GENERAL NOTESNOT TO SCALE INTERSTATE ROUTE 81SOUTHBOUND LANETM# 90-A-58CMIDDLETOWN DATA CENTER, LLCINSTR. 18 0010765ZONING: M1USE: DATA CENTER WITH COMMUNICATION DISHTM# 91-A-29FREDERICK COUNTYBOARD OF SUPERVISORSZONING: M-1USE: ACCESS ROADTM# 91-A-28AFDC MIDDLETOWN LLCZONING: M-1USE: COMMERCIAL/INDUSTRIALTM# 90-A-58AFISHER SCIENTIFIC COMPANY, LLCZONING: M-1USE: COMMERCIAL/INDUSTRIALTM# 90-A-58BFISHER SCIENTIFIC COMPANY, LLCZONING: M-1USE: VACANT LANDL.D.L.D.NOTE:1.SOILS INFORMATION HAS BEEN OBTAINED FROM COUNTY GIS.2.BERKS SOIL IS LOAMY-SKELETAL, MIXED, MESIC TYPICDYSTROCHREPTS. GENTLY SLOPING TO MODERATELY DEEP,WELL DRAINED TO SOMEWHAT POORLY DRAINED SOILS THATHAVE A MEDIUM TEXTURED OR FINE TEXTURED SUBSOIL.BROWN, MEDIUM TO COARSE GRAINED SANDSTONE, MAY.DATEDESCRIPTIONSCALEPLAN No.DATEPLAN STATUSH:V:FILE No.SHEETFREDERICK COUNTY, VIRGINIABACK CREEK DISTRICT 12/08/20250073-A-001DESIGNDRAWNCHKDJCLTLJCLJCL CONSULTING, LLC MIDDLETOWN DATA CENTER OF 16.04/14/2612/08/25REVISION 301/14/261ST SUBMISSION03/03/262ND SUBMISSION04/14/263RD SUBMISSIONJCL CONSULTING, LLCVCS 83, NORTH ZONE SOILS MAP AND DETAILS 1"=100' INTERSTATE RO U T E 8 1 SOUTHBOUND L A N E TM# 90-A-58C MIDDLETOWN DATA CENTER, LLC INSTR. 18 0010765 ZONING: M1 USE: DATA CENTER WITH COMMUNICATION DISH TM# 91-A-29 FREDERICK COUNTY BOARD OF SUPERVISORS ZONING: M-1 USE: ACCESS ROAD TM# 91-A-28A FDC MIDDLETOWN LLC ZONING: M-1 USE: COMMERCIAL/INDUSTRIAL TM# 90-A-58A FISHER SCIENTIFIC COMPANY, LLC ZONING: M-1 USE: COMMERCIAL/INDUSTRIAL TM# 90-A-58B FISHER SCIENTIFIC COMPANY, LLC ZONING: M-1 USE: VACANT LAND L.D.L.D. EX. LIGHT POLE EX. LIGHT POLE EX. LIGHT POLE EX. LIGHT POLE EX. LIGHT POLE EX. LIGHT POLE EX. LIGHT POLE EX. LIGHT POLE EX. LIGHT POLE EX. LIGHT POLE JCL CONSULTING, LLCVCS 83, NORTH ZONEDATE DESCRIPTION SCALE PLAN No. DATE PLAN STATUS H: V: FILE No. SHEET FREDERICK COUNTY, VIRGINIABACK CREEK DISTRICT 12/08/2025 0073-A-001 DESIGN DRAWN CHKD JCL TL JCLJCL CONSULTING, LLCMIDDLETOWN DATA CENTEROF 16. 04/14/26 12/08/25 REVISION 3 01/14/26 1ST SUBMISSION 03/03/26 2ND SUBMISSION 04/14/26 3RD SUBMISSION EXISTING TO BE ABANDONED IN PLACE EXISTING TO BE ABANDONED EXISTING TO BE REMAIN EXISTING TO BE DEMOLISHED EXISTING TO BE REPLACED EXISTING TO BE RELOCATED TEST PIT REQUIRED (EXACT LOCATION) LIMIT OF EXISTING CURB & GUTTER REMOVAL PORTION OF EXISTING PIPE TO BE REMOVED PORTION OF EXISTING PIPE TO BE ABANDONED LIMIT OF DISTURBANCE EXISTING STRUCTURE TO BE DEMOLISHED EXISTING CONCRETE TO BE REMOVED EXISTING PAVEMENT TO BE REMOVED EXISTING POST TO BE REMOVED EXISTING FENCE TO BE REMOVED EXISTING TREES TO BE REMOVED LEGEND:EXISTING CONDITIONS AND DEMOLITION PLAN1"=30' INTERSTATE RO U T E 8 1 SOUTHBOUND L A N E TM# 90-A-58C MIDDLETOWN DATA CENTER, LLC INSTR. 18 0010765 ZONING: M1 USE: DATA CENTER WITH COMMUNICATION DISH TM# 91-A-29 FREDERICK COUNTY BOARD OF SUPERVISORS ZONING: M-1 USE: ACCESS ROAD TM# 91-A-28A FDC MIDDLETOWN LLC ZONING: M-1 USE: COMMERCIAL/INDUSTRIAL TM# 90-A-58A FISHER SCIENTIFIC COMPANY, LLC ZONING: M-1 USE: COMMERCIAL/INDUSTRIAL TM# 90-A-58B FISHER SCIENTIFIC COMPANY, LLC ZONING: M-1 USE: VACANT LAND L.D.L.D. EX. LIGHT POLE EX. LIGHT POLE EX. LIGHT POLE EX. LIGHT POLE EX. LIGHT POLE EX. LIGHT POLE EX. LIGHT POLE EX. LIGHT POLE EX. LIGHT POLE EX. LIGHT POLE JCL CONSULTING, LLCVCS 83, NORTH ZONEPROP. MODULAR DATA CENTER AREA = 982 SF PROP. GENERATOR AREA = 690 SF PROP. LIMITS OF CLEARING & GRADING FOR TEMP. CONSTRUCTION ACCESS 81'90'93'91'30' FRONT YARD SETB A C K F O R G E N E R A T O R / U P S EQUIPMENT PROP. BOLLARD (TYP.) CG-6 CONTRACTOR TO TIE TO EX. CURB & GUTTER CONTRACTOR TO TIE TO EX. CURB & GUTTER 75' B.R.L.75' B.R.L.75' B.R.L.25' B.R.L.25' B.R.L.25' B.R.L.25' B.R.L. 30' FRONT YARD SETB A C K F O R G E N E R A T O R / U P S EQUIPMENT 33'35'26'77'79'34'40'PROP. TRANSFORMER AREA = 60 SF, USE:ELECTRICAL EQUIPMENT4'APPROX. LOCATION OF ABOVE GROUND GAS LINE 13'6'8'14'33'14'46'46'75' B.R.L.4'62'16'43'16'9'8'7'23'9'9'23'8'9'23'10'23'9'23'9'PROP. SWITCH AREA = 55 SF PROP. PGS-1, POWER-GENERATING FACILITY CONTAINER, HEIGHT OF PAD + PGS CONTAINER=10', AREA = 208 SF PROP. PGS-2, POWER-GENERATING FACILITY CONTAINER, AREA = 208 SF PROP. PGS-4, POWER-GENERATING FACILITY CONTAINER, AREA = 208 SF PROP. PGS-3, POWER-GENERATING FACILITY CONTAINER, AREA = 208 SF PROP. PGS-R, POWER-GENERATING FACILITY CONTAINER, AREA = 208 SF 6' DATE DESCRIPTION SCALE PLAN No. DATE PLAN STATUS H: V: FILE No. SHEET FREDERICK COUNTY, VIRGINIABACK CREEK DISTRICT 12/08/2025 0073-A-001 DESIGN DRAWN CHKD JCL TL JCLJCL CONSULTING, LLCMIDDLETOWN DATA CENTEROF 16. 04/14/26 12/08/25 REVISION 3 01/14/26 1ST SUBMISSION 03/03/26 2ND SUBMISSION 04/14/26 3RD SUBMISSION 603001530 SCALE: 1" = 30'SITE PLAN1"=30' GENERAL NOTES: 1.ALL CONSTRUCTION SHALL CONFORM TO FREDERICK COUNTY AND VIRGINIA DEPARTMENT OF TRANSPORTATION STANDARDS AND SPECIFICATIONS. 2.TEST PITS SHALL BE REQUESTED A MINIMUM OF 48 HOURS IN ADVANCE FOR THOSE UTILITIES REQUIRING THEM. 3.EVIDENCE OF ALL REQUIRED PERMITS OBTAINED SHALL BE PROVIDED TO THE COUNTY PRIOR TO LAND DISTURBANCE. 4.ANY UTILITY POLES, BOX AND GUY WIRES OR OTHER ABOVE & BELOW GROUND UTILITIES THAT CONFLICT WITH THE PROPOSED CONSTRUCTION MAY HAVE TO BE ADJUSTED OR RELOCATED. THE OWNER AND/OR CONTRACTOR SHALL COORDINATE THESE REQUIRED CHANGES WITH THE UTILITY COMPANIES PRIOR TO CONSTRUCTION. 5.THE EXISTING UNDERGROUND UTILITIES SHOWN HEREON ARE THE BASED UPON AVAILABLE INFORMATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DETERMINE THE EXACT LOCATION OF ALL UTILITIES BEFORE COMMENCING WORK AND FOR REPAIRING ANY DAMAGES WHICH OCCUR BY HIS FAILURE TO LOCATE OR PRESERVED THESE UNDERGROUND UTILITIES. IF DURING CONSTRUCTION OPERATIONS, THE CONTRACTOR SHOULD ENCOUNTER UTILITIES OTHER THAN THOSE SHOWN ON THE PLANS, HE SHALL IMMEDIATELY NOTIFY THE ENGINEER AND TAKE NECESSARY AND PROPER STEPS TO PROTECT THE FACILITY AND ASSURE CONTINUANCE OF SERVICE. 6.BUILDING SHALL COMPLY WITH THE VIRGINIA EXISTING BUILDING CODE AND SECTION 304, BUSINESS USE GROUP, OF THE VIRGINIA BUILDING CODE/2015. OTHER CODES THAT APPLY ARE THE VIRGINIA FIRE CODE 2015, ICC/ANSI A117.1-2009 ACCESSIBLE AND USABLE BUILDING AND FACILITY AND THE VIRGINIA ENERGY CODE. 7.RENOVATIONS AND ADDITIONS REQUIRE ASBESTOS INSPECTION IF STRUCTURE WAS ERECTED PRIOR TO 1985. 8.BUILDING SHALL MAINTAIN HEIGHT AND AREA AS REQUIRED UNDER T503. BUILDING HAS FULL NFPA 13 SYSTEM INSTALLED. INSTALLATION OF THE EXTERIOR EQUIPMENT ARE EQUIPPED WITH SELF-CONTAINED SUPPRESSION SYSTEMS AS REQUIRED PER CODE. STRUCTURAL SLABS INSTALLED TO SUPPORT EQUIPMENT MAY REQUIRE A BUILDING PERMIT, DEPENDING ON WEIGHT AND OVERALL DESIGN SLAB. PLEASE SUBMIT SLAB DETAILS FOR REVIEW. 9.60% OF ALL ENTRANCES SHALL BE ACCESSIBLE. RESTRIPE OF ACCESSIBLE PARKING AND UNLOADING. ACCESSIBLE ROUTE PROVIDED TO MAINTAIN ENTRANCE. VAN ACCESSIBLE SPACES SHALL MEASURE 8' IN WIDTH WITH AN 8' UNLOADING AREA OR 11' PARKING WIDTH WITH A 5' UNLOADING AREA. ACCESSIBLE PARKING SIGNAGE FOR VAN SHALL INCLUDE $500 FINE. SEE USBC SECTION 1106.8 FOR VAN SIGNAGE. 10.PLEASE NOTE THE REQUIREMENTS IN CHAPTER 17 OF VBC FOR SPECIAL INSPECTION REQUIREMENTS ON THE TYPE OF STRUCTURE (SOIL. CONCRETE, ETC.) 11.TRASH IS STORED INSIDE THE BUILDING AT THE LOADING DOCK AREA. 12.NO NEW LIGHTS ARE PROPOSED WITH THIS SITE PLAN. PROPOSED EQUIPMENT SQUARE-FOOTAGE PER SECTION §165-901.04(B) ITEMS AREA UNIT LEGALLY NONCONFORMING USES GENERATOR 690 SF MODULAR DATA CENTER 982 SF SWITCH 55 SF TOTAL 1727 SF LEGEND: EQUIPMENT AREA INTERSTATE RO U T E 8 1 SOUTHBOUND L A N E TM# 90-A-58C MIDDLETOWN DATA CENTER, LLC INSTR. 18 0010765 ZONING: M1 USE: DATA CENTER WITH COMMUNICATION DISH TM# 90-A-58B FISHER SCIENTIFIC COMPANY, LLC ZONING: M-1 USE: VACANT LAND L.D.L.D. EX. LIGHT POLE EX. LIGHT POLE EX. LIGHT POLE EX. LIGHT POLE EX. LIGHT POLE EX. LIGHT POLE EX. LIGHT POLE EX. LIGHT POLE EX. LIGHT POLE EX. LIGHT POLE PROP. MODULAR DATA CENTER AREA = 982 SF PROP. GENERATOR AREA = 690 SF PROP. LIMITS OF CLEARING & GRADING FOR TEMP. CONSTRUCTION ACCESS 81'90'93'91'30' FRONT YARD SETB A C K F O R G E N E R A T O R / U P S EQUIPMENT PROP. BOLLARD (TYP.) CG-6 CONTRACTOR TO TIE TO EX. CURB & GUTTER CONTRACTOR TO TIE TO EX. CURB & GUTTER 75' B.R.L.75' B.R.L.75' B.R.L.25' B.R.L.25' B.R.L.25' B.R.L.25' B.R.L. 30' FRONT YARD SETB A C K F O R G E N E R A T O R / U P S EQUIPMENT 33'35'26'77'79'34'40'PROP. TRANSFORMER AREA = 60 SF, USE:ELECTRICAL EQUIPMENT4'APPROX. LOCATION OF ABOVE GROUND GAS LINE 13'6'8'14'33'14'46'46'75' B.R.L.4'62'16'43'16'9'8'7'23'9'9'23'8'9'23'10'23'9'23'9'PROP. SWITCH AREA = 55 SF PROP. PGS-1, POWER-GENERATING FACILITY CONTAINER, HEIGHT OF PAD + PGS CONTAINER=10', AREA = 208 SF PROP. PGS-2, POWER-GENERATING FACILITY CONTAINER, AREA = 208 SF PROP. PGS-4, POWER-GENERATING FACILITY CONTAINER, AREA = 208 SF PROP. PGS-3, POWER-GENERATING FACILITY CONTAINER, AREA = 208 SF PROP. PGS-R, POWER-GENERATING FACILITY CONTAINER, AREA = 208 SF 6'JCL CONSULTING, LLCVCS 83, NORTH ZONEBS 6 AR 1 3' HEDGE BS 7 BS 10 AR 2 3' HEDGE AR 2 AR 1 QR 2 QR 3 QR 2 ZS 2 ZS 2PS 1 QR 4 AR 2 ZS 1 BS 11 AR 1 CJ 1 BS 24 AR 1 QR 1 ZS 1 QR 1 AR 3 QR 2 QR 1 QR 1 ZS 1 ZS 2 ZS 1 ZS 2 ZS 2 ZS 1 ZS 1 AR 2 QR 1 AR 1 ZS 1 ZS 2 ZS 2 AR 1 AR 1 QR 2 QR 2 AR 1 AR 1 2 TREE STAKING - LODGE POLES (3) NOT TO SCALE SECTION VIEW6'-0"2'-0"Three (3") two inch lodge pole stakes. Install approximately 2" away from the edge of the root ball. Stake location shall not interfere with permanent branches. 32" long non-abrasive rubber ties. PLAN VIEW Rubber tree ties. Lodge pole stakes. Remove nursery stake. If central leader needs to be straightened or held erect, it is acceptable to attach a 12" x 8' bamboo pole to the central leader and trunk. Prevailing wind. URBAN TREE FOUNDATION © 2014 OPEN SOURCE FREE TO USE SHRUB - UNMODIFIED SOIL NOT TO SCALE Notes: 1- Shrubs shall be of quality prescribed in the root observations detail and specifications. 2- See specifications for further requirements related to this detail. Loosened soil. Dig and turn the soil to reduce the compaction to the area and depth shown. 3x's widest dimension of root ball. Rootball. 4" high x 8" wide round - topped soil berm above root ball surface shall be constructed around the root ball. Berm shall begin at root ball periphery. Prior to mulching, lightly tamp soil around the root ball in 6" lifts to brace shrub. Do not over compact. When the planting hole has been backfilled, pour water around the root ball to settle the soil. 4" layer of mulch. No more than 1" of mulch on top of root ball. (See specifications for mulch). Root ball rests on existing or recompacted soil. Slope sides of loosened soil. Existing soil. Finished grade. Shrub. SECTION VIEW URBAN TREE FOUNDATION © 2014 OPEN SOURCE FREE TO USE3 4 TREE w/ BERM (EXISTING SOIL NOT MODIFIED) NOT TO SCALE Top of root ball shall be flush with finished grade. Trunk caliper shall meet ANSI Z60 current edition for root ball size. Root ball modified as required. Existing soil. Slope sides of loosened soil. Prior to mulching, lightly tamp soil around the root ball in 6" lifts to brace tree. Do not over compact. When the planting hole has been backfilled, pour water around the root ball to settle the soil. 4" layer of mulch. No more than 1" of mulch on top of root ball. (See specifications for mulch). Bottom of root ball rests on existing or recompacted soil. Central leader. (See crown observations detail). SECTION VIEW Round-topped soil berm 4" high x 8" wide above root ball surface shall be constructed around the root ball. Berm shall begin at root ball periphery. Notes: 1- Trees shall be of quality prescribed in crown observations and root observations details and specifications. 2- See specifications for further requirements related to this detail. Finished grade. 3x widest dimension of root ball. URBAN TREE FOUNDATION © 2014 OPEN SOURCE FREE TO USE Loosened soil. Dig and turn the soil to reduce compaction to the area and depth shown. 5 TREE STAKING - LODGE POLES (2) NOT TO SCALE SECTION VIEW6'-0"2'-0"Two (2) three inch lodge pole pine stakes. Install approximately 2" away from the edge of the root ball. Stake location shall not interfere with permanent branches. PLAN VIEW Rubber tree ties. Lodge pole stakes. Remove nursery stake. If central leader needs to be straightened or held erect, it is acceptable to attach a 12" x 8' bamboo pole to the central leader and trunk. 32" long non - abrasive rubber ties. URBAN TREE FOUNDATION © 2014 OPEN SOURCE FREE TO USE Prevailing wind. KEEP OUT TREE PROTECTION AREA 1 TREE PROTECTION NOT TO SCALE Crown drip line or other limit of Tree Protection area. See tree preservation plan for fence alignment.4'-0"Maintain existing grade with the tree protection fence unless otherwise indicated on the plans. 2" x 6' steel posts or approved equal. Tree Protection fence: High density polyethylene fencing with 3.5" x 1.5" openings; Color- orange. Steel posts installed at 8' o.c. 5" thick layer of mulch. Notes: 1- See specifications for additional tree protection requirements. 2- If there is no existing irrigation, see specifications for watering requirements. 3- No pruning shall be performed except by approved arborist. 4- No equipment shall operate inside the protective fencing including during fence installation and removal. 5- See site preparation plan for any modifications with the Tree Protection area. SECTION VIEW 8.5" x 11" sign laminated in plastic spaced every 50' along the fence. URBAN TREE FOUNDATION © 2014 OPEN SOURCE FREE TO USE DATE DESCRIPTION SCALE PLAN No. DATE PLAN STATUS H: V: FILE No. SHEET FREDERICK COUNTY, VIRGINIABACK CREEK DISTRICT 12/08/2025 0073-A-001 DESIGN DRAWN CHKD JCL TL JCLJCL CONSULTING, LLCMIDDLETOWN DATA CENTEROF 16. 04/14/26 12/08/25 REVISION 3 01/14/26 1ST SUBMISSION 03/03/26 2ND SUBMISSION 04/14/26 3RD SUBMISSION 603001530 SCALE: 1" = 30' PS LANDSCAPE PLAN AND DETAILS1"=30' PINUS STROBUS WHITE PINE ZS ZELKOVA SERRATA JAPANESE ZELKOVA KEY SCIENTIFIC NAME COMMON NAME QUANTITY HEIGHT CALIPER 1 2" 21 22 22 SYMBOL PLANT SCHEDULE 124 RED MAPLE QUERCUS RUBRA TOTAL AR ACER RUBRUM QR RED OAK SHADE, CANOPY, ORNAMENTAL 58COMMON BOXWOODBSBUXUS SEMPERVIRENS SCREEN, ORNAMENTAL, SHRUB INTERIOR PARKING AREA LANDSCAPING - PARKING AREA:17,568 S.F. - 5% OF THE INTERIOR PARKING LOT REQUIRED:878 S.F. - REQUIRED PLAN UNITS:59 P.U. - NUMBER OF PARKING SPACES:51 SPACES - NUMBER OF TREES REQUIRED:5.1 SHADE TREES (1 SHADE TREE/10 PARKING SPACES) - NUMBER OF TREES PROVIDED:6 SHADE TREES - PROVIDED PLAN UNITS:60 P.U. STREET, SHADE, CANOPY, ORNAMENTAL SCREEN, CANOPY SHADE, CANOPY, ORNAMENTAL4' 4' 4' 3' NOTES: 1.THERE IS NO CHANGE IN ANY LIGHT POLE EXISTING ON-SITE. INTERSTATE RO U T E 8 1 SOUTHBOUND L A N E TM# 90-A-58C MIDDLETOWN DATA CENTER, LLC INSTR. 18 0010765 ZONING: M1 USE: DATA CENTER WITH COMMUNICATION DISH TM# 91-A-29 FREDERICK COUNTY BOARD OF SUPERVISORS ZONING: M-1 USE: ACCESS ROAD TM# 91-A-28A FDC MIDDLETOWN LLC ZONING: M-1 USE: COMMERCIAL/INDUSTRIAL TM# 90-A-58A FISHER SCIENTIFIC COMPANY, LLC ZONING: M-1 USE: COMMERCIAL/INDUSTRIAL TM# 90-A-58B FISHER SCIENTIFIC COMPANY, LLC ZONING: M-1 USE: VACANT LAND L.D.L.D. EX. LIGHT POLE EX. LIGHT POLE EX. LIGHT POLE EX. LIGHT POLE EX. LIGHT POLE EX. LIGHT POLE EX. LIGHT POLE EX. LIGHT POLE EX. LIGHT POLE EX. LIGHT POLE JCL CONSULTING, LLCVCS 83, NORTH ZONEPROP. MODULAR DATA CENTER AREA = 982 SF PROP. GENERATOR AREA = 690 SF PROP. LIMITS OF CLEARING & GRADING FOR TEMP. CONSTRUCTION ACCESS 81'90'93'91'30' FRONT YARD SETB A C K F O R G E N E R A T O R / U P S EQUIPMENT PROP. BOLLARD (TYP.) CG-6 CONTRACTOR TO TIE TO EX. CURB & GUTTER CONTRACTOR TO TIE TO EX. CURB & GUTTER 75' B.R.L.75' B.R.L.75' B.R.L.25' B.R.L.25' B.R.L.25' B.R.L.25' B.R.L. 30' FRONT YARD SETB A C K F O R G E N E R A T O R / U P S EQUIPMENT 33'35'26'77'79'34'40'PROP. TRANSFORMER AREA = 60 SF, USE:ELECTRICAL EQUIPMENT4'APPROX. LOCATION OF ABOVE GROUND GAS LINE 13'6'8'14'33'14'46'46'75' B.R.L.4'62'16'43'16'9'8'7'23'9'9'23'8'9'23'10'23'9'23'9'PROP. SWITCH AREA = 55 SF PROP. PGS-1, POWER-GENERATING FACILITY CONTAINER, HEIGHT OF PAD + PGS CONTAINER=10', AREA = 208 SF PROP. PGS-2, POWER-GENERATING FACILITY CONTAINER, AREA = 208 SF PROP. PGS-4, POWER-GENERATING FACILITY CONTAINER, AREA = 208 SF PROP. PGS-3, POWER-GENERATING FACILITY CONTAINER, AREA = 208 SF PROP. PGS-R, POWER-GENERATING FACILITY CONTAINER, AREA = 208 SF 6' END ABOVE GROUND NG LINE BEGIN UNDERGROUND NG LINE END OVERHEAD UTILITY BEGIN UNDERGROUND UTILITY END ABOVE GROUND NG LINE BEGIN UNDERGROUND NG LINE LEGEND: PROP. UNDERGROUND UTILITY PROP. OVERHEAD UTILITY PROP. ABOVE GROUND NG LINE PROP. UNDERGROUND NG LINE DATE DESCRIPTION SCALE PLAN No. DATE PLAN STATUS H: V: FILE No. SHEET FREDERICK COUNTY, VIRGINIABACK CREEK DISTRICT 12/08/2025 0073-A-001 DESIGN DRAWN CHKD JCL TL JCLJCL CONSULTING, LLCMIDDLETOWN DATA CENTEROF 16. 04/14/26 12/08/25 REVISION 3 01/14/26 1ST SUBMISSION 03/03/26 2ND SUBMISSION 04/14/26 3RD SUBMISSION 603001530 SCALE: 1" = 30'DRY UTILITY EXHIBIT1"=30' INTERSTATE RO U T E 8 1 SOUTHBOUND L A N E TM# 90-A-58C MIDDLETOWN DATA CENTER, LLC INSTR. 18 0010765 ZONING: M1 USE: DATA CENTER WITH COMMUNICATION DISH TM# 91-A-29 FREDERICK COUNTY BOARD OF SUPERVISORS ZONING: M-1 USE: ACCESS ROAD TM# 91-A-28A FDC MIDDLETOWN LLC ZONING: M-1 USE: COMMERCIAL/INDUSTRIAL TM# 90-A-58A FISHER SCIENTIFIC COMPANY, LLC ZONING: M-1 USE: COMMERCIAL/INDUSTRIAL TM# 90-A-58B FISHER SCIENTIFIC COMPANY, LLC ZONING: M-1 USE: VACANT LAND L.D.L.D. EX. LIGHT POLE EX. LIGHT POLE EX. LIGHT POLE EX. LIGHT POLE EX. LIGHT POLE EX. LIGHT POLE EX. LIGHT POLE EX. LIGHT POLE EX. LIGHT POLE EX. LIGHT POLE PROP. MODULAR DATA CENTER AREA = 982 SF PROP. GENERATOR AREA = 690 SF PROP. LIMITS OF CLEARING & GRADING FOR TEMP. CONSTRUCTION ACCESS 81'90'93'91'30' FRONT YARD SETB A C K F O R G E N E R A T O R / U P S EQUIPMENT PROP. BOLLARD (TYP.) 75' B.R.L.75' B.R.L.75' B.R.L.25' B.R.L.25' B.R.L.25' B.R.L.25' B.R.L. 30' FRONT YARD SETB A C K F O R G E N E R A T O R / U P S EQUIPMENT 33'35'26'77'79'34'40'PROP. TRANSFORMER AREA = 60 SF, USE:ELECTRICAL EQUIPMENT4'13'6'8'14'33'14'46'46'75' B.R.L.4'62'16'43'16'9'8'7'23'9'9'23'8'9'23'10'23'9'23'9'PROP. SWITCH AREA = 55 SF PROP. PGS-1, POWER-GENERATING FACILITY CONTAINER, HEIGHT OF PAD + PGS CONTAINER=10', AREA = 208 SF PROP. PGS-2, POWER-GENERATING FACILITY CONTAINER, AREA = 208 SF PROP. PGS-4, POWER-GENERATING FACILITY CONTAINER, AREA = 208 SF PROP. PGS-3, POWER-GENERATING FACILITY CONTAINER, AREA = 208 SF PROP. PGS-R, POWER-GENERATING FACILITY CONTAINER, AREA = 208 SF 6'JCL CONSULTING, LLCVCS 83, NORTH ZONENOTES: 1.SAWCUT AFTER ASPHALT HAS BEEN GIVEN SUFFICIENT TIME TO COOL & CURE, SO THAT DAMAGE WILL NOT RESULT FROM SAWING 2.CONCRETE MUST CURE AND DRY A MINIMUM OF 7 DRY DAYS PRIOR TO INSTALLATION OF SEALANT. CONFORM TO MANUFACTURER'S INSTALLATION REQUIREMENTS. 3.ENSURE THAT ASPHALT IS COMPLETELY REMOVED FROM THE CONCRETE FACE TO WHICH SEALANT WILL BE BONDING BY SAW CUTTING TIGHTLY ALONG THE FACE OF THE CONCRETE. THE ASPHALT FACE MUST ALSO BE FRESH AND SOUND. 4.WITHIN FIVE MINUTES OF SAWING OPERATION, JOINT SHALL BE CLEANED WITH HIGH PRESSURE WATER BLAST TO THOROUGHLY REMOVED RESIDUAL LAITANCE FROM SAWCUT SURFACE. FLUSH IN ONE DIRECTION ONLY. 5.AFTER DRYING AND IMMEDIATELY PRIOR TO PLACING BACKER ROD AND JOINT SEALANT, SANDBLAST BOTH JOINT FACES USING COMPRESSOR DELIVERING DRY AND OIL-FREE AIR AT A MINIMUM OF 120 PSI, 60 CFM. THOROUGHLY BLOW AND OIL-FREE AIR AT 90 PSI MINIMUM. INSTALL BACK ROD TO FORM TIGHT SEAL AGAINST JOINT FACES. BLOW DEBRIS OFF TOP OF BACKER ROD. INSTALL SEALANT. 6.PLACE "STOPS" AT ENDS OF SAWCUTS, WHERE REQUIRED, TO PREVENT SEALANT RUNOUT. 7.UNLESS NOTED ON THIS SHEET, CURRENT GROUND COVER TO REMAIN. ASPHALT DATE DESCRIPTION SCALE PLAN No. DATE PLAN STATUS H: V: FILE No. SHEET FREDERICK COUNTY, VIRGINIABACK CREEK DISTRICT 12/08/2025 0073-A-001 DESIGN DRAWN CHKD JCL TL JCLJCL CONSULTING, LLCMIDDLETOWN DATA CENTEROF 16. 04/14/26 12/08/25 REVISION 3 01/14/26 1ST SUBMISSION 03/03/26 2ND SUBMISSION 04/14/26 3RD SUBMISSION (TYPICAL DETAIL SECTION SEE THIS SHEET). CONCRETE GRAVEL PAVING PLAN1"=30' INTERSTATE RO U T E 8 1 SOUTHBOUND L A N E TM# 90-A-58C MIDDLETOWN DATA CENTER, LLC INSTR. 18 0010765 ZONING: M1 USE: DATA CENTER WITH COMMUNICATION DISH TM# 91-A-29 FREDERICK COUNTY BOARD OF SUPERVISORS ZONING: M-1 USE: ACCESS ROAD TM# 91-A-28A FDC MIDDLETOWN LLC ZONING: M-1 USE: COMMERCIAL/INDUSTRIAL TM# 90-A-58A FISHER SCIENTIFIC COMPANY, LLC ZONING: M-1 USE: COMMERCIAL/INDUSTRIAL TM# 90-A-58B FISHER SCIENTIFIC COMPANY, LLC ZONING: M-1 USE: VACANT LAND L.D.L.D. EX. LIGHT POLE EX. LIGHT POLE EX. LIGHT POLE EX. LIGHT POLE EX. LIGHT POLE EX. LIGHT POLE EX. LIGHT POLE EX. LIGHT POLE EX. LIGHT POLE EX. LIGHT POLE JCL CONSULTING, LLCVCS 83, NORTH ZONEDATE DESCRIPTION SCALE PLAN No. DATE PLAN STATUS H: V: FILE No. SHEET FREDERICK COUNTY, VIRGINIABACK CREEK DISTRICT 12/08/2025 0073-A-001 DESIGN DRAWN CHKD JCL TL JCLJCL CONSULTING, LLCMIDDLETOWN DATA CENTEROF 16. 04/14/26 12/08/25 REVISION 3 01/14/26 1ST SUBMISSION 03/03/26 2ND SUBMISSION 04/14/26 3RD SUBMISSION 603001530 SCALE: 1" = 30'E&S PHASE 11"=30' INTERSTATE RO U T E 8 1 SOUTHBOUND L A N E TM# 90-A-58C MIDDLETOWN DATA CENTER, LLC INSTR. 18 0010765 ZONING: M1 USE: DATA CENTER WITH COMMUNICATION DISH TM# 91-A-29 FREDERICK COUNTY BOARD OF SUPERVISORS ZONING: M-1 USE: ACCESS ROAD TM# 91-A-28A FDC MIDDLETOWN LLC ZONING: M-1 USE: COMMERCIAL/INDUSTRIAL TM# 90-A-58A FISHER SCIENTIFIC COMPANY, LLC ZONING: M-1 USE: COMMERCIAL/INDUSTRIAL TM# 90-A-58B FISHER SCIENTIFIC COMPANY, LLC ZONING: M-1 USE: VACANT LAND L.D.L.D. EX. LIGHT POLE EX. LIGHT POLE EX. LIGHT POLE EX. LIGHT POLE EX. LIGHT POLE EX. LIGHT POLE EX. LIGHT POLE EX. LIGHT POLE EX. LIGHT POLE EX. LIGHT POLE PROP. MODULAR DATA CENTER AREA = 982 SF PROP. GENERATOR AREA = 690 SF PROP. LIMITS OF CLEARING & GRADING FOR TEMP. CONSTRUCTION ACCESS 81'90'93'91'30' FRONT YARD SETB A C K F O R G E N E R A T O R / U P S EQUIPMENT PROP. BOLLARD (TYP.) CG-6 CONTRACTOR TO TIE TO EX. CURB & GUTTER CONTRACTOR TO TIE TO EX. CURB & GUTTER 75' B.R.L.75' B.R.L.75' B.R.L.25' B.R.L.25' B.R.L.25' B.R.L.25' B.R.L. 30' FRONT YARD SETB A C K F O R G E N E R A T O R / U P S EQUIPMENT 33'35'26'77'79'34'40'PROP. TRANSFORMER AREA = 60 SF, USE:ELECTRICAL EQUIPMENT4'APPROX. LOCATION OF ABOVE GROUND GAS LINE 13'6'8'14'33'14'46'46'75' B.R.L.4'62'16'43'16'9'8'7'23'9'9'23'8'9'23'10'23'9'23'9'PROP. SWITCH AREA = 55 SF PROP. PGS-1, POWER-GENERATING FACILITY CONTAINER, HEIGHT OF PAD + PGS CONTAINER=10', AREA = 208 SF PROP. PGS-2, POWER-GENERATING FACILITY CONTAINER, AREA = 208 SF PROP. PGS-4, POWER-GENERATING FACILITY CONTAINER, AREA = 208 SF PROP. PGS-3, POWER-GENERATING FACILITY CONTAINER, AREA = 208 SF PROP. PGS-R, POWER-GENERATING FACILITY CONTAINER, AREA = 208 SF 6' PROP. MODULAR DATA CENTER AREA = 982 SF PROP. GENERATOR AREA = 690 SF PROP. LIMITS OF CLEARING & GRADING FOR TEMP. CONSTRUCTION ACCESS 81'90'93'91'30' FRONT YARD SETB A C K F O R G E N E R A T O R / U P S EQUIPMENT PROP. BOLLARD (TYP.) CG-6 CONTRACTOR TO TIE TO EX. CURB & GUTTER CONTRACTOR TO TIE TO EX. CURB & GUTTER 75' B.R.L.75' B.R.L.75' B.R.L.25' B.R.L.25' B.R.L.25' B.R.L.25' B.R.L. 30' FRONT YARD SETB A C K F O R G E N E R A T O R / U P S EQUIPMENT 33'35'26'77'79'34'40'PROP. TRANSFORMER AREA = 60 SF, USE:ELECTRICAL EQUIPMENT4'APPROX. LOCATION OF ABOVE GROUND GAS LINE 13'6'8'14'33'14'46'46'75' B.R.L.4'62'16'43'16'9'8'7'23'9'9'23'8'9'23'10'23'9'23'9'PROP. SWITCH AREA = 55 SF PROP. PGS-1, POWER-GENERATING FACILITY CONTAINER, HEIGHT OF PAD + PGS CONTAINER=10', AREA = 208 SF PROP. PGS-2, POWER-GENERATING FACILITY CONTAINER, AREA = 208 SF PROP. PGS-4, POWER-GENERATING FACILITY CONTAINER, AREA = 208 SF PROP. PGS-3, POWER-GENERATING FACILITY CONTAINER, AREA = 208 SF PROP. PGS-R, POWER-GENERATING FACILITY CONTAINER, AREA = 208 SF 6'JCL CONSULTING, LLCVCS 83, NORTH ZONEDATE DESCRIPTION SCALE PLAN No. DATE PLAN STATUS H: V: FILE No. SHEET FREDERICK COUNTY, VIRGINIABACK CREEK DISTRICT 12/08/2025 0073-A-001 DESIGN DRAWN CHKD JCL TL JCLJCL CONSULTING, LLCMIDDLETOWN DATA CENTEROF 16. 04/14/26 12/08/25 REVISION 3 01/14/26 1ST SUBMISSION 03/03/26 2ND SUBMISSION 04/14/26 3RD SUBMISSIONE&S PHASE 21"=30' 603001530 SCALE: 1" = 30' VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK - MINIMUM STANDARDS 1.PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER THAN 14 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN SIX MONTHS. 2.DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES AND BORROW AREAS SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE APPLICANT IS RESPONSIBLE FOR THE TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF ALL SOIL STOCKPILES ON SITE AS WELL AS BORROW AREAS AND SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE. 3.A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED. PERMANENT VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED THAT, IS UNIFORM, MATURE ENOUGH TO SURVIVE AND WILL INHIBIT EROSION. 4.SEDIMENT BASINS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND-DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE. 5.STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION. 6.SEDIMENT TRAPS AND BASINS SHALL BE DESIGNED AND CONSTRUCTED BASED UPON THE TOTAL DRAINAGE AREA TO BE SERVED BY THE TRAP OR BASIN. A.THE MINIMUM STORAGE CAPACITY OF A SEDIMENT TRAP SHALL BE 134 CUBIC YARDS PER ACRE OF DRAINAGE AREA AND THE TRAP SHALL ONLY CONTROL DRAINAGE AREAS LESS THAN THREE ACRES. B.SURFACE RUNOFF FROM DISTURBED AREAS THAT IS COMPRISED OF FLOW FROM DRAINAGE AREAS GREATER THAN OR EQUAL TO THREE ACRES SHALL BE CONTROLLED BY A SEDIMENT BASIN. THE MINIMUM STORAGE CAPACITY OF A SEDIMENT SHALL BE 134 CUBIC YARDS PER ACRE OF DRAINAGE AREA. THE OUTFALL SYSTEM SHALL, AT A MINIMUM, MAINTAIN THE STRUCTURAL INTEGRITY OF THE BASIN DURING A TWENTY-FIVE YEAR STORM OF 24-HOUR DURATION. RUNOFF COEFFICIENTS USED IN RUNOFF CALCULATIONS SHALL CORRESPOND TO A BARE EARTH CONDITION OR THOSE CONDITIONS EXPECTED TO EXIST WHILE THE SEDIMENT BASIN IS UTILIZED. 7.CUT AND FILL SLOPES SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT WILL MINIMIZE EROSION. SLOPES THAT ARE FOUND TO BE ERODING EXCESSIVELY WITHIN ONE YEAR OF PERMANENT STABILIZATION SHALL BE PROVIDED WITH ADDITIONAL SLOPE STABILIZING MEASURES UNTIL THE PROBLEM IS CORRECTED. 8.CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENT CHANNEL, FLUME OR SLOPE DRAIN STRUCTURE. 9.WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER PROTECTION SHALL BE PROVIDED. 10.ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT-LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT. 11.BEFORE NEWLY CONSTRUCTED STORMWATER CONVEYANCE CHANNELS OR PIPES ARE MADE OPERATIONAL, ADEQUATE OUTLET PROTECTION AND ANY REQUIRED TEMPORARY OR PERMANENT CHANNEL LINING SHALL BE INSTALLED IN BOTH THE CONVEYANCE CHANNEL AND RECEIVING CHANNEL. 12.WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED, PRECAUTIONS SHALL BE TAKEN TO MINIMIZE ENCROACHMENT, CONTROL SEDIMENT TRANSPORT AND STABILIZE THE WORK AREA TO THE GREATEST EXTENT POSSIBLE DURING CONSTRUCTION. NONERODIBLE MATERIAL SHALL BE USED FOR THE CONSTRUCTION OF CAUSEWAYS AND COFFERDAMS. EARTHEN FILL MAY BE USED FOR THESE STRUCTURES IF ARMORED BY NONERODIBLE COVER MATERIALS. 13.WHEN A LIVE WATERCOURSE MUST BE CROSSED BY CONSTRUCTION VEHICLES MORE THAN TWICE IN ANY SIX-MONTH PERIOD, A TEMPORARY VEHICULAR STREAM CROSSING CONSTRUCTED OF NONERODIBLE MATERIAL SHALL BE PROVIDED. 14.ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS PERTAINING TO WORKING IN OR CROSSING LIVE WATERCOURSES SHALL BE MET. 15.THE BED AND BANKS OF A WATERCOURSE SHALL BE STABILIZED IMMEDIATELY AFTER WORK IN THE WATERCOURSE IS COMPLETED. 16.UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS IN ADDITION TO OTHER APPLICABLE CRITERIA: A.NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPENED AT ONE TIME. B.EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES. C.EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS OR OFF-SITE PROPERTY. D.MATERIAL USED FOR BACKFILLING TRENCHES SHALL BE PROPERLY COMPACTED IN ORDER TO MINIMIZE EROSION AND PROMOTE STABILIZATION. E.RESTABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THESE REGULATIONS. F.APPLICABLE SAFETY REGULATIONS SHALL BE COMPLIED WITH. 17.WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED OR PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY VEHICULAR TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A PAVED OR PUBLIC ROAD ROAD SURFACE, THE ROAD SURFACE 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. THIS PROVISION SHALL APPLY TO INDIVIDUAL DEVELOPMENT LOTS AS WELL AS TO LARGER LAND-DISTURBING ACTIVITIES. 18.ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY THE LOCAL PROGRAM AUTHORITY. TRAPPED SEDIMENT AND DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. 19.PROPERTIES AND WATERWAYS DOWNSTREAM FROM DEVELOPMENT SITES SHALL BE PROTECTED FROM SEDIMENT DEPOSITION, EROSION AND DAMAGE DUE TO INCREASES IN VOLUME, VELOCITY AND PEAK FLOW RATE OF STORMWATER RUNOFF FOR THE STATED FREQUENCY STORM OF 24-HOUR DURATION IN ACCORDANCE WITH THE FOLLOWING STANDARDS AND CRITERIA: A.CONCENTRATED STORMWATER RUNOFF LEAVING A DEVELOPMENT SITE SHALL BE DISCHARGED DIRECTLY INTO AN ADEQUATE NATURAL OR MAN-MADE RECEIVING CHANNEL, PIPE OR STORM SEWER SYSTEM. FOR THOSE SITES WHERE RUNOFF IS DISCHARGED INTO A PIPE OR PIPE SYSTEM, DOWNSTREAM STABILITY ANALYSES AT THE OUTFALL OF THE PIPE OR PIPE SYSTEM SHALL BE PERFORMED. B.ADEQUACY OF ALL CHANNELS AND PIPES SHALL BE VERIFIED IN THE FOLLOWING MANNER: 1)THE APPLICANT SHALL DEMONSTRATE THAT THE TOTAL DRAINAGE AREA TO THE POINT OF ANALYSIS WITHIN THE CHANNEL IS ONE HUNDRED TIMES GREATER THAN THE CONTRIBUTING DRAINAGE AREA OF THE PROJECT IN QUESTION; OR 2)(A)NATURAL CHANNELS SHALL BE ANALYZED BY THE USE OF A TWO-YEAR STORM TO VERIFY THAT STORMWATER WILL NOT OVERTOP CHANNEL BANKS NOR CAUSE EROSION OF CHANNEL BED OR BANKS; AND (b)ALL PREVIOUSLY CONSTRUCTED MAN-MADE CHANNELS SHALL BE ANALYZED BY THE USE OF A TEN-YEAR STORM TO VERIFY THAT STORMWATER WILL NOT OVERTOP ITS BANKS AND BY THE USE OF A TWO-YEAR STORM TO DEMONSTRATE THAT STORMWATER WILL NOT CAUSE EROSION OF CHANNEL BED OR BANKS; AND (c)PIPES AND STORM SEWER SYSTEMS SHALL BE ANALYZED BY THE USE OF A TEN-YEAR STORM TO VERIFY THAT STORMWATER WILL BE CONTAINED WITHIN THE PIPE OR SYSTEM. C.IF EXISTING NATURAL RECEIVING CHANNELS OR PREVIOUSLY CONSTRUCTED MAN-MADE CHANNELS OR PIPES ARE NOT ADEQUATE, THE APPLICANT SHALL: 1)IMPROVE THE CHANNEL TO A CONDITION WHERE A TEN-YEAR STORM WILL NOT OVERTOP THE BANKS AND A TWO-YEAR WILL NOT CAUSE EROSION TO THE CHANNEL BED OR BANKS; OR 2)IMPROVE THE PIPE OR PIPE SYSTEM TO A CONDITION WHERE THE TEN-YEAR STORM IS CONTAINED WITHIN THE APPURTENANCES; OR 3)DEVELOP A SITE DESIGN THAT WILL NOT CAUSE THE PRE-DEVELOPMENT PEAK RUNOFF RATE FROM A TWO-YEAR STORM TO INCREASE WHEN RUNOFF OUTFALLS INTO A NATURAL CHANNEL OR WILL NOT CAUSE THE PRE-DEVELOPMENT PEAK RUNOFF RATE FROM A TEN-YEAR STORM TO INCREASE WHEN RUNOFF OUTFALLS INTO A MAN-MADE CHANNEL; OR 4)PROVIDE A COMBINATION OF CHANNEL IMPROVEMENT, STORMWATER DETENTION OR OTHER MEASURES WHICH IS SATISFACTORY TO THE PLAN-APPROVING AUTHORITY TO PREVENT DOWNSTREAM EROSION. D.THE APPLICANT SHALL PROVIDE EVIDENCE OF PERMISSION TO MAKE THE IMPROVEMENTS E.ALL HYDROLOGIC ANALYSES SHALL BE BASED ON THE EXISTING WATERSHED CHARACTERISTICS AND THE ULTIMATE DEVELOPMENT OF THE SUBJECT PROJECT. F.IF THE APPLICANT CHOOSES AN OPTION THAT INCLUDES STORMWATER DETENTION, IT SHALL OBTAIN APPROVAL FROM THE LOCALITY OF A PLAN FOR MAINTENANCE OF THE DETENTION FACILITIES. THE PLAN SHALL SET FORTH THE MAINTENANCE REQUIREMENTS OF THE FACILITY AND THE PERSON RESPONSIBLE FOR PERFORMING THE MAINTENANCE. G.OUTFALL FROM A DETENTION FACILITY SHALL BE DISCHARGED TO A RECEIVING CHANNEL, AND ENERGY DISSIPATORS SHALL BE PLACED AT THE OUTFALL OF ALL DETENTION FACILITIES AS NECESSARY TO PROVIDE A STABILIZED TRANSITION FROM THE FACILITY TO THE RECEIVING CHANNEL. H.ALL ON-SITE CHANNELS MUST BE VERIFIED TO BE ADEQUATE. J.INCREASED VOLUMES OF SHEET FLOWS THAT MAY CAUSE EROSION OR SEDIMENTATION ON ADJACENT PROPERTY SHALL BE DIVERTED TO A STABLE OUTLET, ADEQUATE CHANNEL, PIPE OR PIPE SYSTEM, OR TO A DETENTION FACILITY. K.IN APPLYING THESE STORMWATER RUNOFF CRITERIA, INDIVIDUAL LOTS OR PARCELS IN A RESIDENTIAL, COMMERCIAL OR INDUSTRIAL DEVELOPMENT SHALL NOT BE CONSIDERED TO BE SEPARATE DEVELOPMENT PROJECTS. INSTEAD, THE DEVELOPMENT, AS A WHOLE, SHALL BE CONSIDERED TO BE A SINGLE DEVELOPMENT PROJECT. HYDROLOGIC PARAMETERS THAT REFLECT THE ULTIMATE DEVELOPMENT CONDITION SHALL BE USED IN ALL ENGINEERING CALCULATIONS. L.ALL MEASURES USED TO PROTECT PROPERTIES AND WATERWAYS SHALL BE EMPLOYED IN A MANNER WHICH MINIMIZES IMPACTS ON THE PHYSICAL, CHEMICAL AND BIOLOGICAL INTEGRITY OF RIVERS, STREAMS AND OTHER WATERS OF THE STATE DATE DESCRIPTION SCALE PLAN No. DATE PLAN STATUS H: V: FILE No. SHEET FREDERICK COUNTY, VIRGINIABACK CREEK DISTRICT 12/08/2025 0073-A-001 DESIGN DRAWN CHKD JCL TL JCLJCL CONSULTING, LLCMIDDLETOWN DATA CENTEROF 16. 04/14/26 12/08/25 REVISION 3 01/14/26 1ST SUBMISSION 03/03/26 2ND SUBMISSION 04/14/26 3RD SUBMISSION EROSION & SEDIMENT CONTROL STANDARD NOTES: 1.THE OWNER/DEVELOPER MUST NOTIFY THE DEPARTMENT OF PUBLIC WORKS AT 540-665-5643 AT LEAST 24 HOURS PRIOR TO THE START OF CONSTRUCTION IN ACCORDANCE WITH APPLICABLE COUNTY ORDINANCES AND POLICIES. 2.THE OWNER/DEVELOPER GRANTS THE RIGHT-OF-ENTRY ON TO THIS PROPERTY TO THE DESIGNATED FREDERICK COUNTY PERSONNEL FOR THE PURPOSE OF INSPECTING AND MONITORING FOR COMPLIANCE WITH TITLE 10.01,CHAPTER 5, ARTICLE 4 OF THE CODE OF VIRGINIA, EROSION AND SEDIMENT CONTROL LAW AND THE DESIGN AND CONSTRUCTION STANDARDS MANUAL SECTION 750.04 (c). 3.ALL EROSION CONTROL MEASURES SHOWN ON THE APPROVED PLAN MUST BE IN PLACE AND INSPECTED AND APPROVED BY THE DEPARTMENT OF PUBLIC WORKS PRIOR TO CLEARING AND STRIPPING OF TOPSOIL OR GRADING. 4.A COPY OF APPROVED EROSION AND SEDIMENT CONTROL PLAN AND PERMIT SHALL BE KEPT ON THE SITE AT ALL TIMES. 5.THE DEVELOPER/DEVELOPER'S REPRESENTATIVE IS RESPONSIBLE FOR THE INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY FREDERICK COUNTY. 6.ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL COMPLETE AND ADEQUATE STABILIZATION IS ACHIEVED. 7.WATER MUST BE PUMPED INTO AN APPROVED FILTERING DEVICE DURING DEWATERING OPERATIONS. 8.ALL EROSION AND SEDIMENT CONTROL PRACTICES MUST BE CONSTRUCTED AND MAINTAINED ACCORDING TO THE MINIMUM STANDARD AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND THE VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS AND TO THE FREDERICK COUNTY ORDINANCE. THE DEVELOPER/DEVELOPER'S REPRESENTATIVE WILL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL PRACTICES AT ALL TIMES. 9.THE DEVELOPER/DEVELOPER'S REPRESENTATIVE SHALL INSPECT ALL EROSION AND SEDIMENT CONTROL MEASURES DAILY AND AFTER EACH SIGNIFICANT RAINFALL. THE FOLLOWING ITEMS WILL BE CHECKED IN PARTICULAR: a.SEDIMENT BASINS WILL BE CLEANED OUT WHEN THE LEVEL OF SEDIMENT BUILDUP REACHES THE CLEANOUT ELEVATION INDICATED ON THE RISER PIPE. SEDIMENT SHALL BE DISPOSED IN SUITABLE AREAS AND IN SUCH A MANNER THAT WILL NOT ERODE ORCAUSE SEDIMENTATION PROBLEMS. THE BASIN EMBANKMENT SHOULD BE CHECKED REGULARLY TO ENSURE THAT IT STRUCTURALLY SOUND AND HAS NOT BEEN DAMAGED BY EROSION OR CONSTRUCTION EQUIPMENT. EMERGENCY SPILLWAYS SHOULD BE CHECKED REGULARLY TO ENSURE THAT ITS LINING IS WELL ESTABLISHED AND EROSION RESISTANT. b.SEDIMENT TRAPS WILL BE CHECK REGULARLY FOR SEDIMENT CLEANOUT. SEDIMENT SHALL BE REMOVED AND THE TRAP RESTORED TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE HALF THE DESIGN VOLUME OF THE WET STORAGE. SEDIMENT REMOVED FROM THE TRAP SHALL BE DEPOSITED IN A SUITABLE AREA AND IN SUCH A MANNER THAT IT WILL BE NOT ERODE AND CAUSE SEDIMENTATION PROBLEMS. c.GRAVEL OUTLETS WILL BE CHECKED REGULARLY FOR SEDIMENT BUILDUP WHICH WILL PREVENT DRAINAGE. IF THE GRAVEL IS CLOGGED BY SEDIMENT, IT SHALL BE REMOVED AND CLEANED OR REPLACED. d.SILT FENCE BARRIERS WILL BE CHECKED REGULARLY FOR UNDERMINING OR DETERIORATION OF THE FABRIC. SEDIMENT SHALL BE REMOVED WHEN THE LEVEL OF SEDIMENT DEPOSITION REACHES HALF WAY TO THE TOP OF THE BARRIER. e.SEEDED AREAS WILL BE CHECKED REGULARLY TO ENSURE THAT A GOOD STAND IS MAINTAINED. AREAS SHOULD BE FERTILIZED AND RESEEDED AS NEEDED. f.STREAM DIVERSION AND STORM CONVEYANCE CHANNELS SHALL BE INSPECTED DAILY AND AFTER EACH RAIN TO ENSURE THEY'RE FUNCTIONING PROPERLY AND THAT THE INTEGRITY OF THE LININGS ARE NOT IMPAIRED. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVISES MUST BE MADE IMMEDIATELY AFTER THE INSPECTION. 10.SEDIMENT TRAPPING MEASURES WILL BE INSTALLED AS A FIRST STEP IN GRADING AND WILL BE SEEDED AND MULCHED IMMEDIATELY FOLLOWING INSTALLATION. 11.PERMANENT SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN (7) DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN (7) DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN UNDISTURBED FOR LONGER THAN FOURTEEN (14) DAYS. SEEDING AND SELECTION OF THE SEED MIXTURE SHALL BE IN ACCORDANCE WITH THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK STANDARD AND SPECIFICATION 3.32. ROADS AND PARKING AREAS SHALL BE STABILIZED WITHIN SEVEN (7) DAYS AFTER FINAL GRADE IS REACHED. 12.ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES WILL BE REMOVED WITHIN 30 DAYS AFTER ADEQUATE SITE STABILIZATION AND AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, AS AUTHORIZED BY THE FREDERICK COUNTY INSPECTORS. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES WILL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. 13.WHEN SEDIMENT IS TRANSPORTED ON TO A PAVED ROAD SURFACE, THE ROAD WILL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT WILL BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING WILL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVE IN THIS MANNER. 14.AREAS WHICH ARE NOT TO BE DISTURBED WILL BE CLEARLY MARKED BY FLAGS, SIGNS, ETC. 15.RPA AND FLOOD PLAIN LIMITS SHALL BE CLEARLY MARKED IN THE BY FLAGS, SIGNS, ETC. 16.TREE SAVE AREAS SHALL BE CLEARLY MARKED IN THE FIELD BY ORANGE SAFETY FENCE. APPROPRIATE TREE PRESERVATION SIGNS (WATERPROOF) TO IDENTIFY TREE PRESERVATION AREAS SHALL BE LOCATED ON TREE PROTECTIONS FENCING (INCLUDES SUPER SILT FENCING) AND SHOULD ALTERNATE BETWEEN ENGLISH AND SPANISH EVERY 30 FEET. 17.ORANGE SAFETY FENCE MUST BE INSTALLED AROUND ALL SEDIMENT TRAPS AND BASINS. EROSION & SEDIMENT CONTROL NARRATIVE: PROJECT DESCRIPTION: THE PROJECT CONSISTS OF SITE GRADING ALONG WITH MINOR UTILITIES ADJUSTMENT. LAND DISTURBANCE DUE TO CONSTRUCTION ACTIVITIES IS A TOTAL OF 0.22 ACRES. SEDIMENT CONTROL FOR THE PROPOSED CONSTRUCTION ACTIVITIES WILL BE IN ACCORDANCE WITH THE POLICIES AND REQUIREMENTS OF THE FREDERICK COUNTY ORDINANCE AND THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. AS REQUIRED, THIS PLAN PROPOSED EROSION AND SEDIMENT CONTROL IN TWO SEPARATE PHASES. THE FIRST PHASE WILL ESTABLISH THE CONTROLS RELATED TO INITIAL CLEARING. THE SECOND PHASE IS TAILORED TO CONTROL SEDIMENT DURING ROUGH GRADING OF THE SITE IN PREPARATION FOR THE FINAL DEVELOPMENT STAGE. EXISTING CONDITIONS: THE SUBJECT PROPERTY IS CURRENTLY A FULLY DEVELOPED SITE. NO WETLAND, STREAM, OR FLOODPLAIN IS PRESENT AT THE SITE. THE EXISTING DRAINAGE DIVIDE DISCHARGE EAST INTO NATURAL GRASS DITCH AND ULTIMATELY INTO CATLETT RUN. THE EXISTING SLOPES ON SITE RANGES FROM 0% TO 15%. ADJACENT AREAS: THE SITE IS SURROUNDED BY THE FOLLOWING PROPERTIES OR FEATURES: NORTH:UNDEVELOPED LIGHT INDUSTRIAL PROPERTIES. EAST:FULLY DEVELOPED INDUSTRIAL PROPERTIES SOUTH:INTERSTATE HIGHWAY 81 WEST:FULLY DEVELOPED INDUSTRIAL PROPERTIES OFF-SITE AREAS: THERE WILL BE NO OFF-SITE ACTIVITIES, SUCH AS STOCKPILE AREAS OR BORROW PITS. SOILS: SOIL DESIGNATIONS, SLOPES, ERODIBILITY, TEXTURE AND PERMEABILITY (K FACTOR) HAVE BEEN INCLUDED ON SHEET 3 WITH THE SOILS MAP. CRITICAL AREAS: NO CRITICAL AREAS HAS POTENTIALLY SERIOUS EROSION PROBLEM ON THE SITE. EROSION & SEDIMENT CONTROL NARRATIVE: STRUCTURAL PRACTICES: UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. THE MINIMUM STANDARDS OF THE VESCH SHALL BE ADHERED TO UNLESS OTHERWISE WAIVED OR APPROVED BY A VARIANCE. STRUCTURAL PRACTICES TO BE IMPLEMENTED ON THIS SITE INCLUDE THE FOLLOWING: 3.02 ONE TEMPORARY CONSTRUCTION ENTRANCE, COMPLETE WITH WASH RACK, SHALL BE INSTALLED WHERE THE CONSTRUCTION AREA INTERSECTS WITH GODWIN DRIVE AS INDICATED ON THE PHASE 1 E&S PLAN. DURING MUDDY CONDITIONS, DRIVERS OF CONSTRUCTION VEHICLES WILL BE REQUIRED TO WASH THEIR WHEELS BEFORE ENTERING THE EXISTING STREET. CONTRACTOR TO ENSURE ADEQUATE WATER SOURCE IS AVAILABLE. 3.05 SUPER SILT FENCE SHALL BE INSTALLED IN THE AREAS INDICATED ON THE PHASE 1 E&S PLAN TO FILTER SEDIMENT-LADEN RUNOFF FROM SHEET FLOW AND PROTECT DOWNSLOPE AREAS. 3.07 STORMDRAIN INLET PROTECTION (IP) WILL BE INSTALLED AT LOCATIONS INDICATED ON THE PLAN. ALL EROSION AND SEDIMENT CONTROL INSTALLATION AND REMOVAL SHALL BE PER COUNTY INSPECTOR APPROVAL. PERIMETER CONTROLS SHALL REMAIN UNTIL THE SITE IS COMPLETELY STABILIZED. PERMIT & PRE-CONSTRUCTION MEETING: ONCE ALL PERMITS HAVE BEEN APPROVED AND ISSUED, THE DEVELOPER SHALL SCHEDULE A PRE-CONSTRUCTION MEETING WITH THE COUNTY BEFORE ANY WORK ON THE SITE COMMENCES, IN ORDER TO REVIEW ALL THE EROSION AND SEDIMENT CONTROLS AS SHOWN IN THESE PLANS. SEDIMENT CONTROL PROGRAM (PHASE 1): 1.FIRST, INSTALL TEMPORARY CONSTRUCTION ENTRANCE WITH A WASH RACK AS SHOWN ON THE PLAN (SEE PHASE I PLAN). MUD AND DEBRIS SHALL BE WASHED FROM ALL CONSTRUCTION VEHICLES AND EQUIPMENT BEFORE LEAVING THE SITE. THE SEDIMENT-LADEN WATER WILL BE DIVERTED TO A SEDIMENT BASIN NEARBY. IF PUBLIC WATER IS NOT AVAILABLE, THEN CONTRACTOR SHALL PROVIDE WASH WATER. 2.NEXT, INSTALL ALL PERIMETER E&S CONTROLS (SEE E&S PHASE 1) INCLUDING TREE PROTECTION FENCING, SUPER SILT FENCING AND ALL ASSOCIATED DIVERSION MEASURES. ALL AREAS THAT ARE DISTURBED SHALL BE STABILIZED WITH SEED AND MULCH TO PREVENT EROSION. 3.FOLLOWING THE INSTALLATION OF THE REMAINDER OF THE E&S CONTROLS, THERE IS TO BE AN ON-SITE INSPECTION OF THE E&S MEASURES TO RECEIVE APPROVAL TO COMMENCE CONSTRUCTION. 4. ONCE THE IN-PLACE E&S MEASURES ARE APPROVED, BEGIN DEMOLITION OF EXISTING SITE IMPROVEMENTS. 5.BEGIN CLEARING AND GRUBBING THE SITE AND GRADING OPERATIONS. 6.APPLY TEMPORARY VEGETATIVE STABILIZATION OF ALL DENUDED AREAS. (SEE "NOTE 8" REFERENCED IN THE "EROSION AND SEDIMENT CONTROL PLAN NOTES".) 7.ANY GRADING THAT HAS BEEN COMPLETED SHALL BE PERMANENTLY STABILIZED WHEN POSSIBLE. PERIMETER CONTROLS SHALL REMAIN UNTIL SITE IS 100% STABILIZED. SEDIMENT CONTROL PROGRAM (PHASE II): 1.ONCE THE UTILITIES, CURB AND GUTTER, AND PARKING LOTS ARE BROUGHT NEAR FINAL GRADE IN A MANNER SUCH THAT THE STORM SEWER SYSTEM IS FUNCTIONAL, THEN INSTALL INLET PROTECTION AT ALL STORM SEWER INLETS. (SEE E&SC PHASE II) 2.FILL SLOPES SHALL BE LEFT IN A ROUGHENED CONDITION TO REDUCE SHEET AND RILL EROSION. THE CONTRACTOR SHALL RE-DIRECT CONCENTRATED FLOW AWAY FROM THE FILL SLOPES BY INSTALLING EARTH BERMS AND OUTLETTING THE RUNOFF TO A STABILIZED OUTLET. 3.CONTINUE TO PROVIDE TEMPORARY VEGETATIVE STABILIZATION OF ALL DENUDED AREAS. (SEE "NOTE 8" REFERENCED IN THE "EROSION AND SEDIMENT CONTROL PLAN NOTES".) 4.FOLLOWING THE INSTALLATION OF THE REMAINDER OF THE E&S CONTROLS THERE IS TO BE AN ON-SITE INSPECTION AND APPROVAL BY THE SITE INSPECTOR OF THE E&S MEASURES TO COMMENCE CONSTRUCTION. 5.ONCE THE IN-PLACE E&S MEASURES ARE APPROVED, BEGIN DEMOLITION OF EXISTING SITE IMPROVEMENTS. 6.PROVIDE SEEDING AND PLANTINGS REQUIRED FOR THE PERVIOUS PAVEMENT. 7.ALL SEDIMENT CONTROL DEVICES SHALL REMAIN IN PLACE AND OPERATIONAL THROUGH THE DURATION OF THE CONSTRUCTION. 8.AFTER CONSTRUCTION OPERATIONS HAVE ENDED AND ALL DISTURBED AREAS HAVE BEEN STABILIZED, MECHANICAL SEDIMENT CONTROLS SHALL BE REMOVED AND THE GROUND PERMANENTLY STABILIZED WITH VEGETATION UPON THE APPROVAL OF THE FREDERICK COUNTY INSPECTOR. PERMANENT STABILIZATION: ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE STABILIZED WITH PERMANENT SEEDING. LANDSCAPING, AND/OR SOD IMMEDIATELY FOLLOWING FINISHED GRADING. SEEDING SHALL BE DONE WITH KENTUCKY 31 TALL FESCUE ACCORDING TO STD. & SPEC. 3.32, PERMANENT SEEDING, OF THE HANDBOOK. EROSION CONTROL BLANKETS WILL BE INSTALLED OVER FILL SLOPES WHICH HAVE BEEN BROUGHT TO GRADE AND HAVE BEEN SEEDED TO PROTECT THE SLOPES FROM RILL AND GULLY EROSION AND TO ALLOW SEED TO GERMINATE PROPERLY. MULCH (STRAW OR FIBER) WILL BE SUED ON RELATIVELY FLAT AREAS. IN ALL SEEDING OPERATIONS, SEED, FERTILIZER AND LIME WILL BE APPLIED PIROT TO MULCHING. SEE SOD AND PERMANENT STABILIZATION SPEC. SHOWN ON THIS SHEET. STORMWATER RUNOFF CONSIDERATIONS: STORMWATER RUNOFF CALCULATIONS HAVE BEEN PROVIDED ON SHEETS 14 - 15 FREDERICK COUNTY INSPECTOR NOTE: THE FREDERCK COUNTY INSPECTOR SHALL HAVE THE AUTHORITY TO ADD OR DELETE EROSION AND SEDIMENT CONTROLS AS NEEDED IN THE FIELD, AS SITE CONDITIONS WARRANT. MAINTENANCE PROGRAM: 1.THE RESPONSIBLE LAND DISTURBER WILL BE DESIGNATED PRIOR TO THE ISSUANCE OF ANY SITEWORK PERMITS. 2.THE SITE RESPONSIBLE LAND DISTURBER, OR HIS/HER REPRESENTATIVE, SHALL MAKE A VISUAL INSPECTION OF ALL MECHANICAL CONTROLS AND NEWLY STABILIZED AREAS (I.E., SEEDED AND MULCHED AND/OR SODDED AREAS) ON A DAILY BASIS, ESPECIALLY AFTER A HEAVY RAINFALL EVENT TO INSURE THAT ALL CONTROLS ARE MAINTAINED AND PROPERLY FUNCTIONING. ANY DAMAGED CONTROLS SHALL BE REPAIRED PRIOR TO THE END OF THE DAY INCLUDING RE-SEEDING AND MULCHING OR RESODDING IF NECESSARY. 3.ALL SEDIMENT TRAPPING DEVICES SHALL BE CLEANED OUT AT 25% .TRAP CAPACITY AND THE SEDIMENT SHALL BE BE DISPOSED OF BY SPREADING ON THE SITE OR HAULING AWAY IF NOT SUITABLE TO FILL. 4.TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER THAT 14 DAYS. 5.NO UNPROTECTED, DISTURBED AREA SHALL DRAIN TO ROADWAY PAVEMENTS SUCH THAT THE SUBBASE, BASE, OR WEARING SURFACE ARE CONTAMINATED BY SILT TRAPPED AT LOW POINTS OR INLETS. 6.THIS CONSTRUCTION PHASE SHALL BE DISCUSSED AND AGREED UPON BY THE COUNTY EROSION AND SEDIMENT CONTROL INSPECTOR, REPRESENTIVES OF VDOT (IF REQUIRED), AND REPRESENTATIVES OF THE DEVELOPER. INLET NOTES: 1.ALL SUMP STREET INLETS SHALL HAVE EROSION AND SEDIMENT CONTROL PROTECTION INSTALLED IN ACCORDANCE WITH THE VIRGINIA STANDARD PLATE #3.07-8. 2.ALL SUMP YARD INLETS SHALL HAVE EROSION AND SEDIMENT CONTROL PROTECTION INSTALLED IN ACCORDANCE WITH THE VIRGINIA STANDARD PLATE #3.07-3. 3.THE YARD INLETS IN CONTINUOUS SWALES SHALL HAVE A TEMPORARY BERM, 1.5' ABOVE THE BLOCK, AROUND THE DOWN STREAM SIDE OF INLET TO CREATE A SUMP AND DIVERT THE WATER INTO THE INLET. 4.A BERM 1.5' ABOVE THE BLOCK MAY BE NEEDED ON THE LOW SIDE OF THE SUMP STREET INLETS TO CREATE A SUMP SO THE WATER IS DIVERTED INTO THE STREET INLET. GENERAL LAND CONSERVATION NOTES: 1.NO DISTURBED AREA WHICH IS NOT ACTIVELY BEING WORKED SHALL REMAIN DENUDED FOR MORE THAN 14 CALENDAR DAYS UNLESS OTHERWISE AUTHORIZED BY THE DIRECTOR. 2.ALL E&S CONTROL MEASURES APPROVED WITH THE PHASE I E&S CONTROL PLAN SHALL BE PLACED AS THE FIRST STEP IN GRADING. 3.ALL STORM AND SANITARY SEWER LINES NOT IN STREETS SHALL BE SEEDED AND MULCHED WITHIN 14 DAYS AFTER BACKFILL. NO MORE THAN 500' (150 M) SHALL BE OPEN AT ANY ONE TIME. 4.ELECTRIC POWER, TELEPHONE AND GAS SUPPLY TRENCHES SHALL BE COMPACTED, SEEDED AND MULCHED WITHIN 14 DAYS AFTER BACKFILL. 5.ALL TEMPORARY EARTH BERMS, DIVERSIONS AND SEDIMENT CONTROL DAMS SHALL BE SEEDED AND MULCHED FOR TEMPORARY VEGETATIVE COVER IMMEDIATELY (AS SOON AS POSSIBLE BUT NO LATER THAN 48 HR) AFTER COMPLETION OF GRADING. STRAW OR HAY MULCH IS REQUIRED. ALL SOIL STOCKPILES SHALL BE SEEDED AND MULCHED WITHIN 14 DAYS AFTER GRADING. 6.DURING CONSTRUCTION, ALL STORM SEWER INLETS SHALL BE PROTECTED BY SEDIMENT TRAPS, MAINTAINED AND MODIFIED DURING CONSTRUCTION PROGRESS AS REQUIRED. 7.ANY DISTURBED AREA NOT COVERED BY NOTE 1 AND NOT PAVED, SODDED OR BUILT UPON BY NOVEMBER 1, OR DISTURBED AFTER THAT DATE, SHALL BE MULCHED IMMEDIATELY WITH HAY OR STRAW MULCH AT THE RATE OR 2 TONS/ACRE (4482 KG/HA) AND OVER-SEEDED BY APRIL 15. 8.AL THE COMPLETION OF ANY PROJECT CONSTRUCTION AND PRIOR TO BOND RELEASE, ALL TEMPORARY SEDIMENT CONTROLS SHALL BE REMOVED AND ALL DENUDED AREAS SHALL BE STABILIZED. SODDING AND PERMANENT STABILIZATION SPECIFICATIONS METHODS AND MATERIALS: 1.CLASS OF TURFGRASS SOD SHALL BE VIRGINIA STATE CERTIFIED OR STATE APPROVED SOD. 2.SOD SHALL BE MACHINE CUT AT A UNIFORM SOIL THICKNESS OF 3/4 INCH PLUS OR MINUS 1/4 INCH AT TIME OF CUTTING. MEASUREMENT FOR THICKNESS SHALL EXCLUDE TOP GROWTH THATCH. 3.STANDARD SIZE SECTIONS OF SOD SHALL BE STRONG ENOUGH TO SUPPORT THEIR OWN WEIGHT AND RETAIN THEIR SIZE AND SHAPE WHEN SUSPENDED VERTICALLY FROM A FIRM GRASP ON THE UPPER 10% OF THE SECTION. 4.INDIVIDUAL PIECES OF SOD SHALL BE CUT TO THE SUPPLIER'S WIDTH AND LENGTH. MAXIMUM ALLOWABLE DEVIATION FROM STANDARD WIDTH SAND LENGTHS SHALL BE 5% BROKEN PADS AND TORN OR UNEVEN ENDS WILL NOT BE ACCEPTABLE. 5.SOD SHALL NOT BE HARVESTED OR TRANSPLANTED WHEN MOISTURE CONTENT (EXCESSIVELY DRY OR WET) MAY ADVERSELY AFFECT ITS SURVIVAL. 6.SOD SHALL BE HARVESTED, DELIVERED AND INSTALLED WITHIN A PERIOD OF 36 HOURS. SOD NOT TRANSPLANTED WITHIN THIS PERIOD SHALL BE INSPECTED FOR APPROVAL PRIOR TO ITS INSTALLATION. 7.UNLESS SPECIFICALLY REFERENCED HEREON THESE PLANS, THE FOLLOWING TYPES OF SOD MAY BE USED: KENTUCKY BLUEGRASS, TALL FESCUE OR BERMUDA GRASS. SEEDBED PREPARATION: 1.FLAT AREAS AND SLOPES UP TO 3 TO 1 GRADE SHALL BE LOOSE AND FRIABLE TO A DEPTH OF AT LEAST (3) INCHES. THE TOP LAYER OF SOIL IF COMPACTED, CRUSTED, OR HARDENED, SOIL IF COMPACTED, CRUSTED, OR HARDENED, SHALL BE LOOSENED BY RAKING, DISCING OR OTHER ACCEPTABLE MEANS BEFORE SEEDING. 2.SLOPES OF GREATER THAN 3 TO 1 GRADE SHALL REQUIRE SURFACE ROUGHENING BY EITHER STAIR-STEP GRADING GROOVING. FURROWING OR TRACKING, AND SHALL HAVE TOP 1-3 INCHES OF SOIL LOOSE ENOUGH FOR WATER INFILTRATION AND ROOT PENETRATION MULCHING: 1.MULCHING WILL NOT BE REQUIRED DURING OPTIMUM SPRING AND FALL DATES, WITH FAVORABLE SOIL AND SITE CONDITIONS AND WITH THE INSPECTOR'S APPROVAL.. 2.MULCH MATERIALS SHALL BE APPLIED IMMEDIATELY AFTER SEEDING WITH MULCH BLOWER OR BY HAND. THERE SHALL BE UNROTTED SMALL GRAIN STRAW APPLIED AT THE RATE OF 1 1/2 TO 2 TONS PER ACRE (70 TO 90 POUNDS PER 1000 sq. ft.). MULCH MATERIALS SHALL BE RELATIVELY FREE OF ALL KINDS OF WEEDS AND SHALL BE FREE PROHIBITED NOXIOUS WEEDS OR WOOD CHIPS 3/4 TO 1 1/2 IN DIAMETER AT THE RATE OF 50 TO 70 CU. YDS. PER ACRE OR 1/2 TO 1 1/2 DEEP. 3.HYDROMULCHES (WOOD FIBER) WILL NOT BE CONSIDERED ADEQUATE EXCEPT AS IN NOTE 1 ABOVE. 4.STRAW MULCH MUST BE ANCHORED IMMEDIATELY AFTER SPREADING TO PREVENT WINDBLOW (BY MECHANICAL OR CHEMICAL METHODS). LIMING: WHERE SOILS ARE KNOWN TO BE HIGHLY ACIDIC (PH 5.5 AND LOWER) LIME SHOULD BE APPLIED AT THE RATE OF TWO TONS OF PULVERIZED AGRICULTURAL LIMESTONE PER ACRE. FERTILIZER: FERTILIZER SHALL BE APPLIED AS 450 LBS./ACRE OF 10-20-20 (10 LBS./1000 SQ. FT.) OR EQUIVALENT. LIME AND FERTILIZER SHALL BE INCORPORATED INTO THE TOP 2 TO 4 INCHES OF THE SOIL. RE-SEEDING: AREAS WHICH FAIL TO ESTABLISH VEGETIVE COVER ADEQUATE TO PREVENT RILL EROSION WILL BE RE-SEEDED AS SOON AS SUCH AREAS ARE IDENTIFIED.E&S NARRATIVE AND NOTESN/A DATE DESCRIPTION SCALE PLAN No. DATE PLAN STATUS H: V: FILE No. SHEET FREDERICK COUNTY, VIRGINIABACK CREEK DISTRICT 12/08/2025 0073-A-001 DESIGN DRAWN CHKD JCL TL JCLJCL CONSULTING, LLCMIDDLETOWN DATA CENTEROF 16. 04/14/26 12/08/25 REVISION 3 01/14/26 1ST SUBMISSION 03/03/26 2ND SUBMISSION 04/14/26 3RD SUBMISSIONE&S DETAILSN/A DATE DESCRIPTION SCALE PLAN No. DATE PLAN STATUS H: V: FILE No. SHEET FREDERICK COUNTY, VIRGINIABACK CREEK DISTRICT 12/08/2025 0073-A-001 DESIGN DRAWN CHKD JCL TL JCLJCL CONSULTING, LLCMIDDLETOWN DATA CENTEROF 16. 04/14/26 12/08/25 REVISION 3 01/14/26 1ST SUBMISSION 03/03/26 2ND SUBMISSION 04/14/26 3RD SUBMISSIONUTILITY PROFILES AND COMPUTATIONS1"=50' 1"=5' TM# 90-A-58C MIDDLETOWN DATA CENTER, LLC INSTR. 18 0010765 ZONING: M1 USE: DATA CENTER WITH COMMUNICATION DISH TM# 91-A-29 FREDERICK COUNTY BOARD OF SUPERVISORS ZONING: M-1 USE: ACCESS ROAD TM# 91-A-28A FDC MIDDLETOWN LLC ZONING: M-1 USE: COMMERCIAL/INDUSTRIAL TM# 90-A-58A FISHER SCIENTIFIC COMPANY, LLC ZONING: M-1 USE: COMMERCIAL/INDUSTRIAL TM# 90-A-58B FISHER SCIENTIFIC COMPANY, LLC ZONING: M-1 USE: VACANT LAND L.D.L.D. EX. LIGHT POLE EX. LIGHT POLE EX. LIGHT POLE EX. LIGHT POLE EX. LIGHT POLE EX. LIGHT POLE EX. LIGHT POLE EX. LIGHT POLE EX. LIGHT POLE EX. LIGHT POLE PROP. MODULAR DATA CENTER AREA = 982 SF PROP. GENERATOR AREA = 690 SF PROP. LIMITS OF CLEARING & GRADING FOR TEMP. CONSTRUCTION ACCESS 81'90'91'30' FRONT YARD SETB A C K F O R G E N E R A T O R / U P S EQUIPMENT 361' PROP. BOLLARD (TYP.) CG-6 CONTRACTOR TO TIE TO EX. CURB & GUTTER CONTRACTOR TO TIE TO EX. CURB & GUTTER 75' B.R.L.75' B.R.L.75' B.R.L.25' B.R.L.25' B.R.L.25' B.R.L.25' B.R.L. 30' FRONT YARD SETB A C K F O R G E N E R A T O R / U P S EQUIPMENT 33'35'26'77'79'34'40'PROP. TRANSFORMER AREA = 60 SF, USE:ELECTRICAL EQUIPMENT4'APPROX. LOCATION OF ABOVE GROUND GAS LINE 13'6'8'14'33'14'46'46'75' B.R.L.4'62'16'43'16'9'8'7'23'9'9'23'8'9'23'10'23'9'23'9'PROP. SWITCH AREA = 55 SF PROP. PGS-1, POWER-GENERATING FACILITY CONTAINER, HEIGHT OF PAD + PGS CONTAINER=10', AREA = 208 SF PROP. PGS-2, POWER-GENERATING FACILITY CONTAINER, AREA = 208 SF PROP. PGS-4, POWER-GENERATING FACILITY CONTAINER, AREA = 208 SF PROP. PGS-3, POWER-GENERATING FACILITY CONTAINER, AREA = 208 SF PROP. PGS-R, POWER-GENERATING FACILITY CONTAINER, AREA = 208 SF 6'JCL CONSULTING, LLCVCS 83, NORTH ZONEDATE DESCRIPTION SCALE PLAN No. DATE PLAN STATUS H: V: FILE No. SHEET FREDERICK COUNTY, VIRGINIABACK CREEK DISTRICT 12/08/2025 0073-A-001 DESIGN DRAWN CHKD JCL TL JCLJCL CONSULTING, LLCMIDDLETOWN DATA CENTEROF 16. 04/14/26 12/08/25 REVISION 3 01/14/26 1ST SUBMISSION 03/03/26 2ND SUBMISSION 04/14/26 3RD SUBMISSION 603001530 SCALE: 1" = 30'VEHICLE TURNING MOVEMENT1"=30' JCL CONSULTING, LLCVCS 83, NORTH ZONEINTERSTATE RO U T E 8 1 SOUTHBOUND L A N E TM# 90-A-58C MIDDLETOWN DATA CENTER, LLC INSTR. 18 0010765 ZONING: M1 USE: DATA CENTER WITH COMMUNICATION DISH TM# 91-A-29 FREDERICK COUNTY BOARD OF SUPERVISORS ZONING: M-1 USE: ACCESS ROAD TM# 91-A-28A FDC MIDDLETOWN LLC ZONING: M-1 USE: COMMERCIAL/INDUSTRIAL TM# 90-A-58A FISHER SCIENTIFIC COMPANY, LLC ZONING: M-1 USE: COMMERCIAL/INDUSTRIAL TM# 90-A-58B FISHER SCIENTIFIC COMPANY, LLC ZONING: M-1 USE: VACANT LAND L.D.L.D. PROP. MODULAR DATA CENTER AREA = 982 SF PROP. GENERATOR AREA = 690 SF PROP. LIMITS OF CLEARING & GRADING FOR TEMP. CONSTRUCTION ACCESS 81'90'93'91'30' FRONT YARD SETB A C K F O R G E N E R A T O R / U P S EQUIPMENT 361' PROP. BOLLARD (TYP.) CG-6 CONTRACTOR TO TIE TO EX. CURB & GUTTER CONTRACTOR TO TIE TO EX. CURB & GUTTER 75' B.R.L.75' B.R.L.75' B.R.L.25' B.R.L.25' B.R.L.25' B.R.L.25' B.R.L. 30' FRONT YARD SETB A C K F O R G E N E R A T O R / U P S EQUIPMENT 33'35'26'77'79'34'40'PROP. TRANSFORMER AREA = 60 SF, USE:ELECTRICAL EQUIPMENT4'APPROX. LOCATION OF ABOVE GROUND GAS LINE 13'6'8'14'33'14'46'46'75' B.R.L.4'62'16'43'16'9'8'7'23'9'9'23'8'9'23'10'23'9'23'9'PROP. SWITCH AREA = 55 SF PROP. PGS-1, POWER-GENERATING FACILITY CONTAINER, HEIGHT OF PAD + PGS CONTAINER=10', AREA = 208 SF PROP. PGS-2, POWER-GENERATING FACILITY CONTAINER, AREA = 208 SF PROP. PGS-4, POWER-GENERATING FACILITY CONTAINER, AREA = 208 SF PROP. PGS-3, POWER-GENERATING FACILITY CONTAINER, AREA = 208 SF PROP. PGS-R, POWER-GENERATING FACILITY CONTAINER, AREA = 208 SF 6' DATE DESCRIPTION SCALE PLAN No. DATE PLAN STATUS H: V: FILE No. SHEET FREDERICK COUNTY, VIRGINIABACK CREEK DISTRICT 12/08/2025 0073-A-001 DESIGN DRAWN CHKD JCL TL JCLJCL CONSULTING, LLCMIDDLETOWN DATA CENTEROF 16. 04/14/26 12/08/25 REVISION 3 01/14/26 1ST SUBMISSION 03/03/26 2ND SUBMISSION 04/14/26 3RD SUBMISSION 603001530 SCALE: 1" = 30'SITE LIFE SAFETY1"=30' INTERSTATE RO U T E 8 1 SOUTHBOUND L A N E TM# 90-A-58C MIDDLETOWN DATA CENTER, LLC INSTR. 18 0010765 ZONING: M1 USE: DATA CENTER WITH COMMUNICATION DISH TM# 91-A-29 FREDERICK COUNTY BOARD OF SUPERVISORS ZONING: M-1 USE: ACCESS ROAD TM# 91-A-28A FDC MIDDLETOWN LLC ZONING: M-1 USE: COMMERCIAL/INDUSTRIAL TM# 90-A-58A FISHER SCIENTIFIC COMPANY, LLC ZONING: M-1 USE: COMMERCIAL/INDUSTRIAL TM# 90-A-58B FISHER SCIENTIFIC COMPANY, LLC ZONING: M-1 USE: VACANT LAND L.D.L.D. EX. LIGHT POLE EX. LIGHT POLE EX. LIGHT POLE EX. LIGHT POLE EX. LIGHT POLE EX. LIGHT POLE EX. LIGHT POLE EX. LIGHT POLE EX. LIGHT POLE EX. LIGHT POLE PROP. MODULAR DATA CENTER AREA = 982 SF PROP. GENERATOR AREA = 690 SF PROP. LIMITS OF CLEARING & GRADING FOR TEMP. CONSTRUCTION ACCESS 81'90'93'91'30' FRONT YARD SETB A C K F O R G E N E R A T O R / U P S EQUIPMENT PROP. BOLLARD (TYP.) CG-6 CONTRACTOR TO TIE TO EX. CURB & GUTTER CONTRACTOR TO TIE TO EX. CURB & GUTTER 75' B.R.L.75' B.R.L.75' B.R.L.25' B.R.L.25' B.R.L.25' B.R.L.25' B.R.L. 30' FRONT YARD SETB A C K F O R G E N E R A T O R / U P S EQUIPMENT 33'35'26'77'79'34'40'PROP. TRANSFORMER AREA = 60 SF, USE:ELECTRICAL EQUIPMENT4'APPROX. LOCATION OF ABOVE GROUND GAS LINE 13'6'8'14'33'14'46'46'75' B.R.L.4'62'16'43'16'9'8'7'23'9'9'23'8'9'23'10'23'9'23'9'PROP. SWITCH AREA = 55 SF PROP. PGS-1, POWER-GENERATING FACILITY CONTAINER, HEIGHT OF PAD + PGS CONTAINER=10', AREA = 208 SF PROP. PGS-2, POWER-GENERATING FACILITY CONTAINER, AREA = 208 SF PROP. PGS-4, POWER-GENERATING FACILITY CONTAINER, AREA = 208 SF PROP. PGS-3, POWER-GENERATING FACILITY CONTAINER, AREA = 208 SF PROP. PGS-R, POWER-GENERATING FACILITY CONTAINER, AREA = 208 SF 6'JCL CONSULTING, LLCVCS 83, NORTH ZONEDRAINAGE AREA = 7.91 ACRES INTERSTATE RO U T E 8 1 SOUTHBOUND L A N E TM# 90-A-58C MIDDLETOWN DATA CENTER, LLC INSTR. 18 0010765 ZONING: M1 USE: DATA CENTER WITH COMMUNICATION DISH TM# 91-A-28A FDC MIDDLETOWN LLC ZONING: M-1 USE: COMMERCIAL/INDUSTRIAL TM# 90-A-58A FISHER SCIENTIFIC COMPANY, LLC ZONING: M-1 USE: COMMERCIAL/INDUSTRIAL TM# 90-A-58B FISHER SCIENTIFIC COMPANY, LLC ZONING: M-1 USE: VACANT LAND L.D.L.D. EX. LIGHT POLE EX. LIGHT POLE EX. LIGHT POLE EX. LIGHT POLE EX. LIGHT POLE EX. LIGHT POLE EX. LIGHT POLE EX. LIGHT POLE EX. LIGHT POLE EX. LIGHT POLE 30' FRONT YARD SETB A C K F O R G E N E R A T O R / U P S EQUIPMENT CG-6 CONTRACTOR TO TIE TO EX. CURB & GUTTER CONTRACTOR TO TIE TO EX. CURB & GUTTER 75' B.R.L.75' B.R.L.75' B.R.L.25' B.R.L.25' B.R.L.25' B.R.L.25' B.R.L. 30' FRONT YARD SETB A C K F O R G E N E R A T O R / U P S EQUIPMENT APPROX. LOCATION OF ABOVE GROUND GAS LINE 75' B.R.L. PROP. PGS-1, POWER-GENERATING FACILITY CONTAINER, HEIGHT OF PAD + PGS CONTAINER=10', AREA = 208 SF PROP. PGS-2, POWER-GENERATING FACILITY CONTAINER, AREA = 208 SF PROP. PGS-4, POWER-GENERATING FACILITY CONTAINER, AREA = 208 SF PROP. PGS-3, POWER-GENERATING FACILITY CONTAINER, AREA = 208 SF PROP. PGS-R, POWER-GENERATING FACILITY CONTAINER, AREA = 208 SFJCL CONSULTING, LLCVCS 83, NORTH ZONEPROJECT DESCRIPTION: THE PROPOSED PROJECT CONSISTS OF THE RE-DEVELOPMENT OF THE SUBJECT PROPERTY INTO A LIGHT INDUSTRIAL BUSINESS COMPLEX. THE PROPOSED DEVELOPMENT WILL INCLUDE ONE BUILDING AND THE NECESSARY SUPPORT INFRASTRUCTURE FOR THIS TYPE OF PROJECT (PAVED TRAVEL WAYS, WATER MAINS, STORM DRAINS, ETC.) STORMWATER RUNOFF IS PROPOSED TO BE COLLECTED FROM THE VAST MAJORITY OF IMPERVIOUS AND TURF AREAS USING A SERIES OF PROPOSED INLET AND PIPE NETWORKS. STORMWATER TREATMENT REQUIREMENTS WILL BE MET BY THE PURCHASE OF NUTRIENT CREDITS. WATER QUALITY (BMP) NARRATIVE: AS THE PROPOSED DEVELOPMENT IS LOCATED IN FREDERICK COUNTY, THE VIRGINIA RUNOFF REDUCTION METHOD WAS USED TO ESTABLISH THE BMP REQUIREMENTS FOR THE PROJECT. THE PURCHASE OF NUTRIENT CREDITS HAS BEEN PROPOSED TO MEET THE FREDERICK COUNTY WATER QUALITY REQUIREMENT FOR THIS PROJECT. THE PROPOSED DEVELOPMENT IS A RE-DEVELOPMENT PROJECT. FOR THIS DEVELOPMENT, THE SITE REQUIRES A TOTAL LOAD REDUCTION OF 1.32 LBS/YEAR BASED ON THE VIRGINIA RUNOFF REDUCTION METHOD. THIS REQUIREMENT IS MET BY THE PURCHASE OF NUTRIENT CREDITS PER SECTION 9VAC25-870-69 OF THE VIRGINIA CODIFIED ORDINANCE. PER SECTION B OF THE VIRGINIA CODE, THIS SITE IS IN COMPLIANCE WITH THE PURCHASE OF CREDITS DUE TO: -LESS THAN FIVE ACRES OF LAND WILL BE DISTURBED. AND; -THE POST-CONSTRUCTION PHOSPHORUS CONTROL REQUIREMENT IS LESS THAN 10 POUNDS PER YEAR WATER QUALITY CALCULATIONS AND A NUTRIENT AVAILABILITY LETTER HAVE BEEN INCLUDED ON SHEET 15 FOR THE DEVELOPMENT. THEREFORE, THE FREDERICK COUNTY WATER QUALITY REQUIREMENT HAS BEEN MET FOR THE PROPOSED DEVELOPMENT. IT IS THE ENGINEER'S OPINION THAT THE SITE HAS BEEN ADEQUATELY TREATED FOR WATER QUALITY PURPOSES. STORMWATER MANAGEMENT NARRATIVE PER SECTIONS 143-165 FOR STORMWATER MANAGEMENT PLAN REQUIREMENTS IN THE FREDERICK COUNTY CODE AND 9VAC25-870-66 FOR WATER QUANTITY, CHANNEL PROTECTION AND FLOOD PROTECTION SHALL BE ADDRESSED FOR ANY LAND DISTURBING ACTIVITIES. THIS SITE CURRENTLY HAS ONE OUTFALL INTO A MANMADE STORMWATER CONVEYANCE SYSTEM THAT IS LOCATED AT THE RIGHT OF WAY TO INTERSTATE 81. -FOR CHANNEL PROTECTION, COMPUTATIONS FOR THE 2-YEAR 24-HOUR STORM EVENT HAVE BEEN PROVIDED TO DEMONSTRATE THAT THE POST-DEVELOPMENT PEAK FLOW RATE WILL NOT CAUSE EROSION TO THE SYSTEM. THIS IS IN ACCORDANCE WITH SECTION 143-165(B)(3) OF THE FREDERICK COUNTY CODE. -FOR FLOOD PROTECTION, COMPUTATIONS FOR THE 10-YEAR 24-HOUR STORM EVENT HAVE BEEN PROVIDED TO DEMONSTRATE THAT THE POST-DEVELOPMENT PEAK FLOW RATE WILL BE CONFINED WITHIN THE STORMWATER CONVEYANCE SYSTEM. THIS IS IN ACCORDANCE WITH SECTION 143-165(C)(1). THIS AREA IS PART OF A LARGER DRAINAGE DIVIDE THAT DRAINS INTO AN EXISTING 30" RCP CULVERT THAT GOES UNDER INTERSTATE 81. A DRAINAGE DIVIDE MAP HAS BEEN PROVIDED FOR THE OVERALL DRIANAGE AREA ALONG WITH COMPUTATIONS FOR VELOCITY AND CAPACITY OF THE CONCRETE PIPE. IT IS THE ENGINEER'S OPINION THAT STORM WATER QUANTITY FOR THE SITE HAS BEEN ADEQUATELY ADDRESSED. DATE DESCRIPTION SCALE PLAN No. DATE PLAN STATUS H: V: FILE No. SHEET FREDERICK COUNTY, VIRGINIABACK CREEK DISTRICT 12/08/2025 0073-A-001 DESIGN DRAWN CHKD JCL TL JCLJCL CONSULTING, LLCMIDDLETOWN DATA CENTEROF 16. 04/14/26 12/08/25 REVISION 3 01/14/26 1ST SUBMISSION 03/03/26 2ND SUBMISSION 04/14/26 3RD SUBMISSION OVERALL POST-DEVELOPMENT PRE-DEVELOPMENT TURF AREA (DRAINAGE AREA = 0.15 AC) - DISTURBED AREA ONLY PRE-DEVELOPMENT IMPERVIOUS AREA (DRAINAGE AREA = 0.15 AC) - DISTURBED AREA ONLY POST-DEVELOPMENT TURF AREA (DRAINAGE AREA = 0.15 AC) - DISTURBED AREA ONLY POST-DEVELOPMENT IMPERVIOUS AREA (DRAINAGE AREA = 0.15 AC) - DISTURBED AREA ONLY OVERALL PRE-DEVELOPMENT POST-DEVELOPMENT ADDITIONAL IMPERVIOUS AREA (DRAINAGE AREA = 0.00 AC) - DISTURBED AREA ONLY OVERALL BMP MAP AND NARRATIVE1"=60' 1206003060 SCALE: 1" = 60' DATE DESCRIPTION SCALE PLAN No. DATE PLAN STATUS H: V: FILE No. SHEET FREDERICK COUNTY, VIRGINIABACK CREEK DISTRICT 12/08/2025 0073-A-001 DESIGN DRAWN CHKD JCL TL JCLJCL CONSULTING, LLCMIDDLETOWN DATA CENTEROF 16. 04/14/26 12/08/25 REVISION 3 01/14/26 1ST SUBMISSION 03/03/26 2ND SUBMISSION 04/14/26 3RD SUBMISSIONBMP COMPUTATIONSN/A INTERSTATE RO U T E 8 1 SOUTHBOUND L A N E TM# 90-A-58C MIDDLETOWN DATA CENTER, LLC INSTR. 18 0010765 ZONING: M1 USE: DATA CENTER WITH COMMUNICATION DISH TM# 91-A-29 FREDERICK COUNTY BOARD OF SUPERVISORS ZONING: M-1 USE: ACCESS ROAD TM# 91-A-28A FDC MIDDLETOWN LLC ZONING: M-1 USE: COMMERCIAL/INDUSTRIAL TM# 90-A-58A FISHER SCIENTIFIC COMPANY, LLC ZONING: M-1 USE: COMMERCIAL/INDUSTRIAL TM# 90-A-58B FISHER SCIENTIFIC COMPANY, LLC ZONING: M-1 USE: VACANT LAND L.D.L.D. EX. LIGHT POLE EX. LIGHT POLE EX. LIGHT POLE EX. LIGHT POLE EX. LIGHT POLE EX. LIGHT POLE EX. LIGHT POLE EX. LIGHT POLE EX. LIGHT POLE EX. LIGHT POLE JCL CONSULTING, LLCVCS 83, NORTH ZONE30' FRONT YARD SETB A C K F O R G E N E R A T O R / U P S EQUIPMENT PROP. BOLLARD (TYP.) CG-6 CONTRACTOR TO TIE TO EX. CURB & GUTTER CONTRACTOR TO TIE TO EX. CURB & GUTTER 75' B.R.L.75' B.R.L.75' B.R.L.25' B.R.L.25' B.R.L.25' B.R.L.25' B.R.L. 30' FRONT YARD SETB A C K F O R G E N E R A T O R / U P S EQUIPMENT APPROX. LOCATION OF ABOVE GROUND GAS LINE 75' B.R.L. PROP. PGS-1, POWER-GENERATING FACILITY CONTAINER, HEIGHT OF PAD + PGS CONTAINER=10', AREA = 208 SF PROP. PGS-2, POWER-GENERATING FACILITY CONTAINER, AREA = 208 SF PROP. PGS-4, POWER-GENERATING FACILITY CONTAINER, AREA = 208 SF PROP. PGS-3, POWER-GENERATING FACILITY CONTAINER, AREA = 208 SF PROP. PGS-R, POWER-GENERATING FACILITY CONTAINER, AREA = 208 SF EX. LIGHT POLE EX. LIGHT POLE EX. LIGHT POLE EX. LIGHT POLE EX. LIGHT POLE EX. LIGHT POLE EX. LIGHT POLE EX. LIGHT POLE EX. LIGHT POLE DATE DESCRIPTION SCALE PLAN No. DATE PLAN STATUS H: V: FILE No. SHEET FREDERICK COUNTY, VIRGINIABACK CREEK DISTRICT 12/08/2025 0073-A-001 DESIGN DRAWN CHKD JCL TL JCLJCL CONSULTING, LLCMIDDLETOWN DATA CENTEROF 16. 04/14/26 12/08/25 REVISION 3 01/14/26 1ST SUBMISSION 03/03/26 2ND SUBMISSION 04/14/26 3RD SUBMISSION 603001530 SCALE: 1" = 30'EXISTING LIGHTING PLAN - PHOTOMETRIC UPDATE1"=30' LEGEND A1- EXISTING LIGHTING POLE SEE LIGHTING POLE DETAILS ON THIS SHEET LIGHTING NOTES: 1.MAXIMUM MOUNTING HEIGHT: ALL FREESTANDING PARKING LOT LUMINAIRES SHALL HAVE A MAXIMUM MOUNTING HEIGHT OF TWENTY-FOUR FEET (24') MEASURED FROM FINISHED GRADE TO THE LENS OF THE FIXTURE. 2.ZONING COMPLIANCE (SW ENTRANCE): MEASURED ILLUMINANCE SHALL NOT EXCEED 0.4 FOOTCANDLES (fc) AT THE PMD-ZONED PROPERTY LINE LOCATED DIRECTLY SOUTHWEST (SW) OF THIS ENTRANCE. 3.CCT REQUIREMENT: ALL EXTERIOR LED LUMINAIRES SHALL HAVE A CORRELATED COLOR TEMPERATURE (CCT) OF 2700K, COMPLYING WITH LOCAL STANDARDS FOR REDUCED BLUE-LIGHT EMISSION. 4.LIGHT TRESPASS COMPLIANCE: PER FREDERICK COUNTY CODE §165-201.07.D.4, THE MAXIMUM ALLOWABLE ILLUMINANCE AT THE PROPERTY LINE ADJACENT TO COMMERCIAL/INDUSTRIAL ZONES AND ROAD RIGHTS-OF-WAY IS 5.0 FC. THE DESIGN COMPLIES WITH THIS LIMIT. 5.ALL OUTDOOR LIGHTING SHALL BE DESIGNED, SHIELDED, AIMED, LOCATED AND MAINTAINED TO SHIELD ADJACENT PROPERTIES AND SHALL BE FULL-CUTOFF FIXTURES. (§165-201.07(B)(1). EXTERIOR LIGHTING DETAIL (OR EQUAL) FULL CUTOFF AND FULLY SHIELDED