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14-22 Site PlanVICINITY MAPSCALE:1" = 2000' PROJECT MANAGER: PETER LAZAREVICH Gordon 4501 Daly DriveChantilly, VA 20151Phone: 703-263-1900www.gordon.us.com PROGRAMMING AND PLANNING CIVIL ENGINEERING LANDSCAPE ARCHITECTURE SURVEY AND MAPPING SECURITY CONSULTING EXISTING PROPOSED 590 592 BOUNDARY/RIGHT-OF-WAY LINE ADJACENT BOUNDARY LINE EASEMENT LINE ROAD CENTERLINE HEADER CURB CURB & GUTTER EDGE OF PAVEMENT CHAIN LINK FENCE OVERHEAD UTILITY LINE UNDERGROUND UTILITY LINE WATER MAIN BUILDINGS SIDEWALK SANITARY SEWER MAIN STORM SEWER LINE TREES/SHRUBS INDEX CONTOUR LINE INTERMEDIATE CONTOUR LINE SPOT ELEVATIONS MISCELLANEOUS SIGNS DRIP LINE OF TREES REVERSE CURB 543.6 BOARD FENCE TRANSCURB SOIL BOUNDARYHbB HgC 592 590 45 0 45 0TC WIRE FENCE EDGE OF GRAVEL GUARDRAIL EDGE OF CONCRETE SANITARY SEWER CLEAN-OUT SANITARY SEWER MANHOLE STORM SEWER MANHOLE STORM SEWER GRATE INLET STORM SEWER CURB INLET STORM SEWER RIP-RAP STORM SEWER END SECTION FIRE HYDRANT WATER VALVE WATER METER UTILITY POLE RETAINING WALL 45 0INV OVERHEAD COMMUNICATIONS LINE UNDERGROUND COMMUNICATIONS LINE UTILITY POLE GUY WIRE SANITARY SEWER FORCE MAIN WETLANDS WATERBODY/STREAM STREET LIGHTS ACORN LIGHTS (SF-7-12) SITE PLAN VALID FOR FIVE (5) YEARS FROM APPROVAL DATE APPROVED BY THE FREDERICK COUNTY ZONING ADMINISTRATOR APPROVAL DATESIGNATURE OF THE ZONING ADMINISTRATOR NO. Revision Date APPLICANT OWNER REFERENCE APPLICATIONS: APPLICATION NAME:APPLICATION NUMBER (STATUS): ONE LOGISTICS PARK REZONING APPLICATION (REZ) #01-21 (APPROVED 06/14/2021)ONE LOGISTICS PARK MASTER DEVELOPMENT PLAN (MDP) #05-21 (APPROVED 04/21/2022)ONE LOGISTICS PARK MASS GRADING AND PUBLIC IMPROVEMENTS PLAN XXXXXXXX (PENDING) RESPONSIBLE LAND DISTURBER: NAME:____________________________ CERTIFICATION #: _________________ DATE: ________________ THE RESPONSIBLE LAND DISTURBER IS THAT PARTY RESPONSIBLE FOR CARRYING OUT THE LAND DISTURBING ACTIIVTY AS SET FORTH IN THE PLANS GENERAL NOTES AND DETAILS02 C-GI-002.DWG C-GI-002 N/AN/A GORDON J. MARRONE J. MARRONE P. LAZAREVICH1505/26/2211/09/22FREDERICK WATER, FIRE MARSHAL, COUNTY, & WRAA COMMENTSFREDERICK WATER COMMENTSGordon4501 Daly DriveChantilly, VA 20151Phone: 703-263-1900www.gordon.us.comPROGRAMMING AND PLANNINGCIVIL ENGINEERINGLANDSCAPE ARCHITECTURESURVEY AND MAPPINGSECURITY CONSULTINGREVISIONS NUMBER DATE DESCRIPTIONSEAL: NUMBER: NCS: CADD: JOB: PLAN: HORIZ: VERT: Gordon SCALE: DATE: SUR: DRW: DES: CHK: 95 3088-0104 (SP) #14-22 JANUARY 2022 SANITARY SEWER STORM SEWER UTILITY ELECTRIC TELEPHONE CABLE OTHER WATER GAS (540) 868-1061 (540) 665-5600 (540) 868-1061 (540) 869-1111 (540) 450-0111 (800) 552-3904 (540) 665-3156 (540) 667-0364 811 TELEPHONE NUMBER FREDERICK COUNTY PUBLIC WORKS UTILITY COMPANY RAPPAHANNOCK ELECTRIC COOPERATIVE FREDERICK WATER FREDERICK WATER WASHINGTON GAS SHENANDOAH VALLEY ELECTRIC COOPERATIVE ADELPHIA CABLE MISS UTILITY SYSTEM VERIZON GENERAL NOTES 1. THE PROJECT IS IDENTIFIED AS THE FINAL SITE PLAN FOR ONE LOGISTICS PARK LOT 2. THE SUBJECT OF THIS APPLICATION IS FOR THE CONSTRUCTION OF A DISTRIBUTION FACILITY, DRIVE AISLES AND PARKING AREAS WITH ASSOCIATED CONSTRUCTION OF WATERLINE AND SEWER TO SERVE THE PROPERTY. TOTAL DISTURBED AREA IS 54.01 AC. REFER TO THE COVERSHEET FOR CURRENT OWNER INFORMATION AND PARCEL DATA. 2. THE SUBJECT SITE CURRENTLY CONSISTS OF 1 PARCEL AND CONSISTS OF 76.65 ACRES. THE TOTAL DISTURBED AREA IS 54.01 ACRES AND THE TOTAL SITE AREA OF THE STORMWATER MANAGEMENT AREAS IS 130.49. THE SITE IS CURRENTLY ZONED M-1 UNDER THE FREDERICK COUNTY ZONING ORDINANCE AND SUBJECT TO A PENDING CONSOLIDATION PLAT. DEVELOPMENT IS SUBJECT TO THE REQUIREMENTS OF PART 701 AP1 AIRPORT DISTRICT. 3. EXISTING TOPOGRAPHY SHOWN HEREON IS AT TWO-FOOT CONTOUR INTERVALS AS PREPARED BY QUANTUM DATED JANUARY, 2022 FROM AN AERIAL SURVEY AND PORTIONS OF MILLWOOD PIKE (US ROUTE 50) AND PORTIONS OF COVERSTONE DRIVE WAS SUPPLEMENTED BY FIELD SURVEY PREPARED BY GORDON DATED OCTOBER, 2021. HORIZONTAL AND VERTICAL DATUM REFERENCED HEREON IS VIRGINIA STATE GRID NORTH, NAD 1983 AND NAVD 1988. IN ADDITION, THE PROPOSED GRADING TOPOGRAPHY FROM A PENDING APPLICATION (MASS GRADING AND PUBLIC IMPROVEMENTS PLAN FOR ONE LOGISTICS, MDP #05-21) IS ALSO SHOWN HEREON IN CONJUNCTION WITH THE ABOVE REFERENCED SOURCES TO DEMONSTRATE THE FUTURE CONDITIONS APPLICABLE FOR THE CURRENT APPLICATION. 4. TO THE BEST OF OUR KNOWLEDGE AND BELIEF, THERE IS NO EVIDENCE OF ANY GRAVE, OBJECT OR STRUCTURE MARKING A PLACE OF BURIAL ON THIS PROPERTY. 5. A PHASE I CULTURAL RESOURCE SURVEY STUDY IS BEING PREPARED AND WILL BE SUBMITTED FOR FREDERICK COUNTY REVIEW UNDER SEPARATE COVER. 6. THE WATERS OF THE U.S. (INCLUDING WETLANDS) DELINEATION SHOWN ON PLANS ARE PER APPROVED 17-SPGP-01 VWP PERMIT NUMBER WP4-06-0866 WHICH IS EFFECTIVE UNTIL MAY 31, 2022. 7. ALL APPLICABLE STATE AND FEDERAL PERMITS SHALL BE OBTAINED PRIOR TO DISTURBANCE WITHIN JURISDICTIONAL WATERS AND WETLANDS. 8. THIS APPLICATION HAS BEEN PREPARED WITHOUT THE BENEFIT OF A GEOTECHNICAL REPORT. APPLICATION WILL BE UPDATED AS NECESARRY ONCE A REPORT HAS BEEN PREPARED. 9. CONTRACTOR SHALL REFERENCE GEOTECHNICAL REPORT FOR SUITABLE BACKFILL MATERIAL AND COMPACTION REQUIREMENTS ONCE AVAILABLE. 10. RETAINING WALLS TWO (2) FEET AND GREATER ABOVE FINISHED GRADE REQUIRE A BUILDING PERMIT. ALL RETAINING WALLS FOUR (4) FEET AND GREATER ABOVE FINISHED GRADE MUST BE DESIGNED AND SEALED BY A VIRGINIA REGISTERED ARCHITECT OR ENGINEER. 11. ALL CONSTRUCTION AND MATERIALS SHALL CONFORM TO CURRENT FREDERICK COUNTY REQUIREMENTS, AND VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) STANDARDS AND SPECIFICATIONS. 12. IF EXISTING WELLS AND/OR DRAINFIELDS NOT SHOWN HEREIN ARE DISCOVERED DURING CONSTRUCTION, EACH SHALL BE ABANDONED OR BROUGHT INTO CONFORMANCE WITH CURRENT HEALTH DEPARTMENT STANDARDS. THIS NOTE APPLIES ONLY TO PREVIOUSLY EXISTING CONDITIONS NOT PROPOSED WITH THIS APPLICATION. 13. THE SUBJECT SITE LIES ENTIRELY WITHIN FREDERICK COUNTY AND IS NOT GOVERNED BY ANY OTHER SUBDIVISION ORDINANCE. 14. PLEASE SEE THE COVERSHEET SHEET FOR LEGEND OF SYMBOLS USED HEREIN. 15. ALL PROPOSED ELEVATIONS AS SHOWN HEREIN ARE FINISHED GRADE UNLESS OTHERWISE NOTED. 16. MAINTAIN A MINIMUM VERTICAL CLEARANCE OF ONE (1) FOOT SIX (6) INCHES BETWEEN CROSSING OF ALL UTILITIES LINES UNLESS OTHERWISE NOTED. 17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE OWNER AND THE ENGINEER OF ANY CHANGES OR CONDITIONS ATTACHED TO PERMITS OBTAINED FROM ANY AUTHORITY ISSUING PERMITS. 18. THE CONTRACTOR SHALL PROVIDE ADEQUATE MEANS OF CLEANING TRUCKS AND/OR EQUIPMENT OF MUD PRIOR TO ENTERING THE RIGHT-OF-WAY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CLEAN STREETS OF MUD AND/OR ALLAY DUST AND TO TAKE WHATEVER MEASURES NECESSARY TO ENSURE THAT THE STREETS ARE KEPT IN A CLEAN AND DUST FREE CONDITION AT ALL TIMES (SEE EROSION AND SEDIMENT CONTROL PLAN). 19. APPROVAL OF THIS APPLICATION SHALL IN NO WAY GRANT PERMISSION BY FREDERICK COUNTY FOR THE CONTRACTOR TO TRESPASS ON OFF-SITE PROPERTIES. 20. THE CONTRACTOR SHALL VISIT THE SUBJECT SITE AND VERIFY EXISTING CONDITIONS PRIOR TO STARTING CONSTRUCTION. 21. ALL LAND, ON OR OFF-SITE, WHICH IS DISTURBED BY THIS APPLICATION, AND WHICH IS NOT BUILT UPON OR SURFACED, SHALL BE ADEQUATELY STABILIZED TO CONTROL EROSION AND SEDIMENTATION (SEE EROSION AND SEDIMENT CONTROL PLAN). 22. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INITIATING, MAINTAINING, AND SUPERVISING ALL SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH PERFORMANCE OF IT'S WORK AND THE WORK OF IT'S SUBCONTRACTORS. GORDON SHALL NOT HAVE CONTROL OVER, CHARGE OF, OR RESPONSIBILITY FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES, OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK. 23. GORDON DOES NOT CERTIFY TO THE LOCATION OF OR THE EXISTENCE OF ANY EXISTING UNDERGROUND UTILITIES. THE EXISTING UNDERGROUND UTILITIES SHOWN HEREON ARE BASED UPON AVAILABLE INFORMATION, INCLUDING PARTIAL SUBSURFACE UTILITY SURVEY (SUE) BY MID-ATLANTIC UTILITY LOCATING (MAUL) ALONG COVERSTONE DRIVE (OCTOBER, 2021), AND FIELD RUN SURVEY ALONG COVERSTONE DRIVE (OCTOBER, 2021). THIS DOES NOT CONSTITUTE A GUARANTEE OF THEIR ACTUAL LOCATIONS OR THAT THEY HAVE ALL BEEN SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE EXACT LOCATION OF ALL UTILITIES BEFORE COMMENCING WORK AND FOR ANY DAMAGES WHICH OCCUR BY HIS/HER FAILURE TO LOCATE OR PRESERVE THESE UNDERGROUND UTILITIES. IF DURING CONSTRUCTION OPERATIONS THE CONTRACTOR SHOULD ENCOUNTER UTILITIES OTHER THAN THOSE SHOWN ON THE PLAN, HE/SHE SHALL IMMEDIATELY NOTIFY THE ENGINEER AND TAKE NECESSARY AND PROPER STEPS TO PROTECT THE FACILITY AND ENSURE THE CONTINUANCE OF SERVICE. IF NECESSARY, THE SITE PLAN WILL BE MODIFIED TO ELIMINATE THE CONFLICT AT THE DEVELOPER'S EXPENSE. 24. CONTRACTOR SHALL NOTIFY OPERATORS WHO MAINTAIN EXISTING UNDERGROUND UTILITIES IN THE AREA OF PROPOSED EXCAVATION OR BLASTING AT LEAST TWO (2) WORKING DAYS, BUT NOT MORE THAN TEN (10) WORKING DAYS PRIOR TO COMMENCEMENT OF EXCAVATION OR DEMOLITION. CONTRACTOR SHALL CONTACT "MISS UTILITY" AT 811 PRIOR TO COMMENCEMENT OF ANY EXCAVATION. 25. WHERE THE ORDINANCES DIFFER BETWEEN LOCAL, STATE AND FEDERAL REQUIREMENTS THE MOST RESTRICTIVE SHALL APPLY. 26. THE CLIENT, CONTRACTOR, AND/OR SURVEYOR SHALL BE RESPONSIBLE FOR NOTIFYING GORDON OF ANY CONDITIONS FOUND IN THE FIELD THAT VARY FROM WHAT IS SHOWN ON THE PLANS. OBSERVATIONS REGARDING APPARENT INCONSISTENCIES IN THE PLANS SHALL BE BROUGHT TO GORDON'S ATTENTION FOR VERIFICATION PRIOR TO STAKEOUT. 27. EXISTING AND PROPOSED SANITARY SEWER CLEAN OUT TOPS SHALL BE SET FLUSH WITH PROPOSED FINISHED GRADE AND BE ABLE TO WITHSTAND VEHICULAR TRAFFIC. (AS REQUIRED). 28. OFF-SITE EASEMENTS SHALL BE ACQUIRED (IF NECESSARY) PRIOR TO ANY OFF-SITE CONSTRUCTION ACTIVITY. 29. THE CLIENT AND CONTRACTOR ARE RESPONSIBLE FOR REVIEWING THE PLANS PRIOR TO CONSTRUCTION AND NOTIFYING GORDON OF ANY CIRCUMSTANCES FOUND WITHIN THESE PLANS FOR VERIFICATION SO THAT APPROPRIATE REVISIONS CAN BE MADE. 30. PRECAUTIONARY MEASURES WILL BE TAKEN TO LIMIT ISSUES RELATING TO BLASTING THAT MAY BE REQUIRED IN ANY ACTION OF THE PROPOSED DEVELOPMENT. PRECAUTIONARY MEASURES FOR BLASTING WILL NEED TO BE COORDINATED WITH THE FIRE MARSHAL. 31. ALL HANDICAPPED PARKING SPACES, TRAILS, AND/OR SIDEWALKS SHALL CONFORM TO THE REQUIREMENTS OF THE AMERICANS WITH DISABILITIES ACT (ADA), CURRENT VERSION. 32. A TRAFFIC IMPACT STUDY WAS PREPARED BY GOROVE/SLADE DATED JULY 2019. 33. PROPOSED FINAL GRADES ARE TO BE NO STEEPER THAN THREE HORIZONTAL FEET TO ONE VERTICAL FOOT (UNLESS OTHERWISE NOTED). 34. CONTROLLED FILLS AND SUBGRADES: A) CONTROLLED COMPACTION SHALL OCCUR IN ALL FILL SECTIONS FOR PAVEMENT, TRENCHES FOR UTILITIES, AND IN ANY AREA OTHERWISE DESIGNATED ON THE DRAWINGS. COMPACTION FOR UTILITY TRENCHES LAID IN ANY WATER OF THE UNITED STATES MUST OCCUR WITHIN 30 DAYS AFTER THE UTILITY LINE HAS BEEN LAID. B) CONTROLLED FILLS SHALL BE COMPACTED TO 95% DENSITY AS DETERMINED BY METHODS AS PER STANDARD PROCTOR AASHTO-T99 EXCEPT THE UPPER EIGHT (8) INCHES OF SOIL BELOW THE PAVEMENT SUBBASE STONE, WHICH SHOULD BE COMPACTED TO 100% OF THIS STANDARD. UNLESS SPECIFIED DIFFERENTLY BY THE GEOTECHNICAL. C) CONTROLLED FILLS SHALL BE COMPACTED IN EIGHT (8) INCH LIFTS (LOOSE THICKNESS) TO THE SPECIFIED DENSITY, BEGINNING FROM THE EXISTING GROUND SURFACE, UNLESS OTHERWISE APPROVED IN WRITING BY A QUALIFIED GEOTECHNICAL ENGINEER. 35. THE APPROVAL OF THESE PLANS SHALL IN NO WAY RELIEVE THE OWNER OR CONTRACTOR, AS APPROPRIATE, OF COMPLYING WITH OTHER APPLICABLE LOCAL, STATE AND FEDERAL REQUIREMENTS. 36. STANDARD GUARDRAIL AND HANDRAIL SHALL BE INSTALLED AT THOSE LOCATIONS AS DESIGNATED DURING FINAL INSPECTIONS BY FREDERICK COUNTY AND/OR VDOT. 37. A SMOOTH GRADE SHALL BE MAINTAINED FROM CENTERLINE OF EXISTING ROAD TO THE CURB AND GUTTER, TO PRECLUDE THE FORMING OF FALSE GUTTERS AND/OR THE PONDING OF ANY WATER ON THE ROADWAY. 38. PUBLIC ROADWAYS SHALL BE DESIGNED TO CONFORM IN THE REQUIREMENTS OF THE APPLICABLE VIRGINIA DEPARTMENT OR TRANSPORTATION (VDOT) STANDARDS AND FREDERICK COUNTY ORDINANCES. 39. PARCEL 64-A-86 IS SUBJECT TO AN AVIGATION EASEMENT BETWEEN WICKSHIRE INDUSTRIAL, LLC AND THE WINCHESTER REGIONAL AIRPORT AUTHORITY, WHICH HAS BEEN RECORDED AS RZ #01-21 AND IS AVAILABLE TO VIEW AT THE FREDERICK COUNTY CIRCUIT COURT. 40. IN ACCORDANCE WITH THE CODE OF FEDERAL REGULATIONS TITLE 14 PART 77.9, AND THE CODE OF VIRGINIA, SECTION 15.2-2294, THE PROPOSED SITE WORK IN PROXIMITY TO RUNWAY 14-32 WILL REQUIRE A OE/AAA SUBMISSION. 41. CRANES AND/OR TEMPORARY CONSTRUCTION EQUIPMENT EXCEEDING THE 100 TO 1 SURFACE WILL REQUIRE A SEPARATE OE/AAA FILING AND COMPLIANCE WITH THE PROVISIONS SET FORTH IN THE DETERMINATION. GENERAL SITE DEMOLITION NOTES THE DEMOLITION PLAN IS A GENERAL GUIDE OF WHAT ITEMS NEED TO DEMOLISHED. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO IDENTIFY ALL ITEMS THAT REQUIRE DEMOLITION TO COMPLETE THE PROPOSED CONSTRUCTION. CONTRACTOR SHALL COORDINATE THE DEMOLITION PLAN WITH THE PROJECT PHASING PLAN. 1) THE CONTRACTOR SHALL CLEAR THE SUBJECT SITE OF TREES, BUILDINGS, FOUNDATIONS, ETC. WITHIN THE LIMITS OF CONSTRUCTION AS SHOWN ON THE PLANS AND SHALL BE RESPONSIBLE FOR COORDINATING ANY DISCONNECTION AND/OR RELOCATION OF EXISTING UTILITIES. TO THE EXTENT THAT THE CONTRACTOR CLEARS VEGETATION OR TREES IN WATERS OF THE UNITED STATES, THE CONTRACTOR MUST KEEP THE CLEARED AREA TO THE MINIMUM AMOUNT NECESSARY AND MUST MAINTAIN PRE-CONSTRUCTION CONTOURS AS NEAR AS POSSIBLE. 2) PRIOR TO START OF DEMOLITION ACTIVITIES, THE CONTRACTOR SHALL OBTAIN A PERMIT. THE CONTRACTOR SHALL CONDUCT PRE DEMOLITION MEETING WITH OWNER ON SITE TO REVIEW METHODS AND PROCEDURES RELATED TO SITE DEMOLITION INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: A) INSPECT AND DISCUSS CONDITION OF CONSTRUCTION TO BE DEMOLISHED. B) REVIEW STRUCTURAL LOAD LIMITATIONS OF ADJACENT EXISTING STRUCTURES. C) REVIEW AND FINALIZE DEMOLITION SCHEDULE AND VERIFY AVAILABILITY OF DEMOLITION PERSONNEL, EQUIPMENT, AND FACILITIES NEEDED TO MAKE PROGRESS AND AVOID DELAYS. D) REVIEW AND FINALIZE PROTECTION REQUIREMENTS. E) ACCESS TO STRUCTURES TO REMAIN. F) EVALUATE FOR THE ESTABLISHMENT OF TREE PROTECTION FENCE LINE. G) COORDINATE WITH THE ARCHITECT AND OWNER REGARDING THE PHASING OF THE PROJECT. 4) MAINTAIN ACCESS TO EXISTING WALKWAYS AND INGRESS/EGRESS. DO NOT CLOSE OR OBSTRUCT WALKWAYS, EXITS OR OTHER OCCUPIED OR USED FACILITIES WITHOUT WRITTEN PERMISSION FROM LOUDOUN COUNTY. MAINTAIN SITE ACCESS. DO NOT CLOSE OR OBSTRUCT PUBLIC STREETS, PUBLIC TRAVEL WAYS OR PUBLIC SIDEWALKS. PROVIDE ALTERNATE ROUTES AROUND CLOSED OR OBSTRUCTED TRAFFIC WAYS OR SIDEWALKS AS REQUIRED. CLOSURE OF WALKWAYS AND INGRESS/EGRESS SHALL BE COORDINATED WITH THE PHASE CONSTRUCTION PLAN IN THIS PLAN SET AND CONTRACT DOCUMENTS. 5) DO NOT INTERRUPT EXISTING UTILITIES SERVING ADJACENT OCCUPIED OR OPERATING FACILITIES UNLESS APPROVED BY OWNER AND AUTHORITIES HAVING JURISDICTION. 6) LOCATE, IDENTIFY, DISCONNECT, SEAL OR CAP OFF ALL EXISTING UTILITIES. WHERE REQUIRED, PROVIDE TEMPORARY BYPASS UTILITIES THAT MAINTAIN CONTINUITY OF SERVICE FOR EXISTING ADJACENT BUILDINGS. DO NOT START DEMOLITION WORK UNTIL UTILITY DISCONNECTING, SEALING OR REMOVAL HAS BEEN COMPLETED. 7) COORDINATE REMOVAL/ABANDONMENT OF ALL WELLS AND DRAIN FIELDS PER CURRENT HEALTH DEPARTMENT STANDARDS PRIOR TO START OF CONSTRUCTION. 8) PROMPTLY REPAIR DAMAGE TO ADJACENT EXISTING SITE IMPROVEMENTS. 9) PROTECT EXISTING SITE IMPROVEMENTS, APPURTENANCES, AND LANDSCAPING TO REMAIN. 10) SEE EROSION AND SEDIMENT CONTROL PLAN FOR AREAS TO ERECT TREE PROTECTION FENCING AROUND DRIP LINE OF INDIVIDUAL TREES TO REMAIN. 11) ALL TREE PROTECTION DEVICES AND PERIMETER EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED PRIOR TO THE START OF DEMOLITION OPERATIONS. REFER TO THE EROSION AND SEDIMENT CONTROL PLAN ON SHEETS 60-73. 12) ALL DEMOLISHED MATERIALS SHALL BE REMOVED FROM THE SITE BY THE CONTRACTOR AND DISPOSED OF PROPERLY. 13) ALL EXISTING FREDERICK COUNTY WATER FACILITIES TO BE REMOVED ARE TO BE FURNISHED TO FREDERICK WATER INSPECTOR. 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 VDOT RECOMMENDED PLAN APPROVAL; LIST STANDARD USED: GS-______. 2. VDOT APPROVED EXCEPTIONS/WAIVERS (MUST BE INCORPORATED IN THE PLAN): •ACCESS MANAGEMENT - DATE OF APPROVAL: ______________ •SSAR- DATE OF APPROVAL: ______________ •DESIGN WAIVER - DATE OF APPROVAL: ______________ •OTHER______________ DATE OF APPROVAL: ______________ 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. 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. STANDARD VDOT NOTES 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. SITE ZONING: M1 - LIGHT INDUSTRIAL DISTRICT (PER ZR#1-21) (PER FREDERICK COUNTY ZONING ORDINANCE SECTION 165-606) SIZE: LAND BAY 2 LOT AREA SUBJECT TO THIS APPLICATION: 3,327,766.50 SF OR 76.40 ACRES FOR PROPOSED LOT 2 (AFTER BOUNDARY LINE ADJUSTMENT) PROPOSED USE: DISTRIBUTION FACILITY = 1,023,120 SF GFA PARKING REQUIREMENTS PER FREDERICK COUNTY ZONING ORDINANCE SEC. 165-202.01: (WHOLESALING, WAREHOUSES, TRUCK TERMINALS AND CONSTRUCTION STORAGE, MANUFACTURING AND OTHER INDUSTRIAL USES): REQUIRED: 1.5 SPACES / EMPLOYEE NUMBER OF EMPLOYEES: 270 270 X 1.5 = 405 SPACES (GENERAL OFFICES) REQUIRED: 1 SPACE / 250 SF OFFICE AREA: 50,000 SF 50,000 / 250 = 200 SPACES REQUIRED: 605 PARKING SPACES REQUIRED PROVIDED: 753 PARKING SPACES PROVIDED ACCESSIBLE PARKING REQUIREMENTS (2010 ADA STANDARDS FOR ACCESSIBLE DESIGN): REQUIRED: 8 ADA SPACES REQUIRED FOR RANGE OF 300-400 SPACES 9 ADA SPACES REQUIRED FOR RANGE OF 401-500 SPACES INCLUDING 2 VAN-ACCESSIBLE SPACE REQUIRED 348 PARKING SPACES (NORTH SIDE OF BUILDING) PROVIDED: 8 ADA PARKING SPACES PROVIDED INCLUDING 2 VAN-ACCESSIBLE SPACE PROVIDED 405 PARKING SPACES (SOUTH SIDE OF BUILDING) PROVIDED: 9 ADA PARKING SPACES PROVIDED INCLUDING 2 VAN-ACCESSIBLE SPACE PROVIDED (MANUFACTURING, WHOLESALE, TRUCKING, CONSTRUCTION AND INDUSTRIAL USES) REQUIRED LOADING SPACES = ONE SPACE/40,000 SF TOTAL BUILDING GFA = 1,023,120 SF TOTAL LOADING SPACES REQUIRED = 26 LOADING SPACES TOTAL LOADING SPACES PROVIDED = 91 LOADING SPACES/BAYS (EAST SIDE OF BUILDING) 86 LOADING SPACES/BAYS (WEST SIDE OF BUILDING) LOADING SPACE REQUIREMENTS (SECTION 165-202.02) 1. ALL PAVEMENT MARKING AND SIGN INSTALLATIONS SHALL CONFORM TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS, U.S. DEPARTMENT OF TRANSPORATION, FEDERAL HIGHWAY ADMINISTRATION AND THE VIRGINIA SUPPLEMENT, AND THE VIRGINIA ROAD AND BRIDGE STANDARDS, AND THE VDOT ROAD AND BRIDGE SPECIFICATION SECTION 704 (PAVEMENT MARKINGS AND MARKERS). ALL PAVEMENT MARKING SHALL USE TRAFFIC PAINT MARKING (TYPE A AND TYPE B) AS DESCRIBED IN VDOT ROAD AND BRIDGE SPECIFICATIONS. 2. PROPOSED SIGN LOCATIONS MAY BE ADJUSTED IN THE FIELD AS NECESSARY TO AVOID CONFLICT WITH UTILITIES OF OTHER OBSTRUCTIONS. 3. FIRE LANE SIGNS SHALL BE INSTALLED AT THE BEGINNING OF A DESIGNATED FIRE LANE AND AT THE END OF A DESIGNATED FIRE LANE WITH DIRECTIONAL ARROWS POINTING IN. IN ADDITION, TYPE "B" SIGN TO BE PLACED BETWEEN END SIGNS NO MORE THAN 80' APART. 5. POSTING OF SIGNS: EACH SIGN SHALL BE MOUNTED SEVEN (7) FEET FROM GRADE LEVEL TO THE BOTTOM OF THE SIGN, AND SHALL BE WITHIN SEVEN (7) FEET OF THE PARKING CURB OR CURB LINE. 4. THE BACKGROUND SHALL BE OF A WHITE COLORED REFLECTIVE 3/8" RED TRIM NEAR OUTSIDE BORDER. LETTERING : RED ON WHITE BACKGROUND MATERIAL. "NO PARKING", "STANDING"- 2" HIGH "FIRE LANE"- 2-1/2" HIGH ARROWS - 1" HIGH SOLID LINE POST (IF USED)- WOOD AND METAL CONSTRUCTION TYPICAL HANDICAP SIGN (NOT TO SCALE) HANDICAP PARKING DETAIL 1"2" 18" 20' 6" 1" 2"1" 1 3/4" 2"FC H.C. 3/4" 7" 1 3/4" 1 3/4" 1"EP H.C. 8' MIN. 20' FC H.C. 8' MIN. 8' MIN.EP H.C. HANDICAP SIGN AND DETAIL12" 1" 8' MIN. 5' MIN. 8' MIN. TYPICAL VAN ACCESSIBLE HANDICAP PARKING DETAIL (NOT TO SCALE)(NOT TO SCALE) PROPOSED LAND USE:1,023,120 SF INDUSTRIAL AND COMMERCIAL MACHINERY AND COMPUTER EQUIPMENT (LAND USE 35) AVERAGE VEHICLE TRIP ENDS VS. 1000 SF GROSS LEASABLE AREA A = 1,023,120 SF GFA PROPOSED WITH THIS APPLICATION X= A/1,000 SF GFA X= 1,023 BASED ON TRAFFIC IMPACT STUDY BY PENNONI, AND REVISED DECEMBER, 12TH 2020:V"ONE LOGISTICS PARK WINCHESTER" ≈ 1,422 TOTAL VPD FOR LARGER INTEGRATED INDUSTRIAL AND COMMERCIAL MACHINERY AND COMPUTER EQUIPMENT AVERAGE DAILY TRIPS TABULATION (PER TRIP GENERATION, 9TH ED.) LIGHTING NOTES LIGHTING LEVELS SHALL NOT EXCEED 5.0 FOOT-CANDLES AT ANY COMMON PROPERTY LINE WITH PROPERTY ZONED OR USED FOR COMMERCIAL OR INDUSTRIAL USES, AND AT ANY EDGE OF A PROPERTY LINE ADJACENT TO A ROAD RIGHT-OF-WAY. LIGHT FIXTURES, INCLUDING MOUNTING BASE AND BUILDING MOUNTED LIGHT FIXTURES SHALL NOT BE MORE THAN 25 FEET IN HEIGHT ABOVE FINISHED GRADE. THESE FIXTURES SHALL BE SHIELDED (FULL-CUTOFF) SO THAT THE LIGHT SOURCE IS NOT VISIBLE FROM ADJACENT PROPERTIES OR ROAD RIGHT-OF-WAYS. OPERATION AND MAINTENANCE COSTS OF THE LIGHTING SYSTEM WILL BE THE RESPONSIBILITY OF THE OWNER. STREET LIGHTING SHOULD BE CONSTRUCTED IN ACCORDANCE WITH SECTION 165-201.07. OF THE FREDERICK COUNTY ZONING ORDNANCE. FREDERICK WATER NOTES 1. PROPOSED CONNECTION TO THE FREDERICK WATER SYSTEM HAS NOT BEEN COMPLETED AT THIS POINT AND FREDERICK WATER CANNOT GUARANTEE A TIMELINE FOR WHEN THAT WILL TAKE PLACE. 2. WATER AND SEWER DEMANDS: WATER = 222,594 GPD SANITARY = 19,000 GPD. 3. THE WEIR FOR THE EXISTING POND NEAR MILLWOOD PIKE IS REQUIRED TO BE FULLY CONSTRUCTED AND IN OPERATION PRIOR TO THE ISSUANCE OF THE FIRST WATER METER. STANDARD WINCHESTER REGIONAL AIRPORT NOTES ALL CONTRACTOR ARE TO FOLLOW IN STRICT CONFORMANCE THE WINCHESTER REGIONAL AIRPORT AUTHORITY (WRAA) GUIDELINES FOR NOTIFICATION AND ELECTRONIC FILINGS OF ALL CONSTRUCTION RELATED ACTIVITIES 1. ALL CONTRACTORS SHALL: a. IN ACCORDANCE WITH THE CODE OF FEDERAL REGULATIONS TITLE 14 PART 77.9, THE DEVELOPMENT MEETS FEDERAL AVIATION ADMINISTRATION (FAA) CRITERIA TO FILE AN OBSTRUCTION EVALUATION/AIRPORT AIRSPACE ANALYSIS (OE/AAA). b. ELECTRONIC FILING MAY BE ACCOMPLISHED AT THE FOLLOWING WEB ADDRESS: HTTPS://OEAAA.FAA.GOV. c. THE HEIGHT OF ANY PROPOSED STRUCTURES MUST ACCOUNT FOR THE MAXIMUM HEIGHT OF ANY AND ALL APPURTENANCES. d. CRANES AND/OR TEMPORARY CONSTRUCTION EQUIPMENT REQUIRE A SEPARATE OE/AAA FILING. e. OE/AAA SUBMISSIONS SHOULD BE MADE A MINIMUM OF 45 DAYS PRIOR TO THE EXPECTED START DATE OF CONSTRUCTION. 2. ALL CONTRACTORS SHALL: a. PROVIDE COPIES OF ANY FAA DETERMINATION LETTERS TO THE AIRPORT PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 6 40 6 30 5 79 5 69 5 63 TC 5 63 FL 5 49 EP 5 76 TC 5 74 FL 5 58 EP 6 16 TC 6 13 FL 6 06 EP 6 36 TC 5 85 FL 5 69 EP L=10' 6.1%5 92 5 82 5 48 5 58 5 49 DEP549 FL 5 60 EP 5 41 DEP 5 41 FL 5 48 EP 5 77 TC 5 27 FL 5 10 EP 6 07 TC 5 57 FL 5 74 EP L=7' 4.9% 5 99 TC 5 91 TC 10 50 TC 10 00 FL 10 17 EP 9 90 DEP 9 90 FL 9 79 DEP 9 79 FL 9 86 9 961027 10 17 10 10 TC960 FL 9 43 EP 9 93 EP 10 00 EPL=6'5.2% 10 40 TC 10 29 TC 11 07 10 97 10 66 10 76 10 69 DEP1069 FL 10 59 FL 10 59 DEP 10 59 EP 10 47 EP 11 30 TC 10 80 FL 10 63 EP 10 90 TC 10 40 FL 10 23 EP L=6' 5.2% 11 19 TC 11 09 TC 12 58 12 68 12 35 12 26 12 51 TC 12 49 FL 12 41 EP 12 85 TC 12 18 EP1235 FL 12 20 DEP 12 18 FL 12 32 DEP 12 31 FL 12 14 EP 12 09 EPL=15' 2.2% 12 79 TC 12 66 TC 11 79 EP 11 62 FL 12 12 TC 11 52 DEP 11 52 FL 11 63 EP 11 54 EP 11 41 FL 11 41 DEP 11 48 11 58 11 75 11 85 11 70 TC 11 20 FL 11 37 EP 4.4%L=6' 12 02 TC 11 91 TC 13 40 TC 13 52 13 02 12 90 DEP 12 90 FL1290 FL 13 02 13 52 13 40 TC1290 DEP 12 90 FL 12 90 FL1285 EP 12 85 EP1285 EP1285 EP L=7' L=7'7.1%7.1% 13 52 13 40 TC 12 91 DEP 13 03 12 95 DEP 13 07 13 58 13 46 TC 12 90 FL 12 85 EP 12 95 FL 12 90 EP 12 96 FL1291 EP 12 91 FL1286 EP L=7'L=7'7.0%7.3% 13 52 13 40 TC 13 01 12 91 DEP 12 91 FL1291 FL 12 86 EP 12 86 EP 13 05 13 52 13 40 TC1293 DEP 12 93 FL 12 93 FL1288 EP1287 EP L=7' L=7'7.1%6.8% 13 52 13 02 12 90 DEP 13 40 TC 13 02 12 90 DEP 13 52 13 40 TC 12 90 FL1290 FL 12 85 EP 12 85 EP 12 90 FL1285 EP 12 90 FL 012 85 L=7' L=7' 7.1%7.1% GRID N O R T H VIRGINI A S T A T E 105/26/22FREDERICK WATER, FIRE MARSHAL, COUNTY, & WRAA COMMENTSGordon4501 Daly DriveChantilly, VA 20151Phone: 703-263-1900www.gordon.us.comPROGRAMMING AND PLANNINGCIVIL ENGINEERINGLANDSCAPE ARCHITECTURESURVEY AND MAPPINGSECURITY CONSULTINGREVISIONS NUMBER DATE DESCRIPTIONSEAL: NUMBER: NCS: CADD: JOB: PLAN: HORIZ: VERT: Gordon SCALE: DATE: SUR: DRW: DES: CHK: 95 3088-0104 (SP) #14-22 JANUARY 2022 CG-12 TYPE B - RAMP 1 CG-12 TYPE B - RAMP 2 CG-12 TYPE B - RAMP 3 CG-12 TYPE B - RAMP 4 CG-12 TYPE B - RAMP 5 NOTES: 1. SUBGRADE TO BE COMPACTED TO 95% DENSITY AT OPTIMUM MOISTURE CONTENT. 2. PROVIDE VDOT STANDARD CG-12 RAMPS AT CURB AND GUTTER. 3. SIDEWALKS WILL BE MAINTAINED BY THE OWNERS ASSOCIATION. 4. SIDEWALKS TO BE CONSTRUCTED TO VDOT STANDARDS 6"13"4" 2' 6" 1": 1' 2"R CG-6R CG-6R CG-6CG-6 TRANSITION CURB TRANSITION DETAILNOT TO SCALE DETAIL NOT TO SCALE CG6-6R 7" 10'10' NOT TO SCALE ON SITE PAVEMENT SECTION OF THE SUBGRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED PAVEMENT DESIGN BASED ON A SUBGRADE CBR DESIGN VALUE OF 4. SOIL TEST PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION. PVMTSECT 6" SUBBASE VDOT STD. GR-21A 1.5" SM-9.5A SURFACE COURSE 3" IM-19.0 INTERMEDIATE COURSE COMPACTED SUBGRADE NOTE: FOR PAVEMENT SECTIONS, METHODS AND MATERIALS SHALL CONFORM TO VDOT STANDARDS. WHEEL STOP 2" IM-19.0A1.5" SM-9.5A 8" GRADED AGGREGATE SUBBASE NOT TO SCALE PAVEMENT SECTIONONSITE TYPICAL HEAVY DUTY REQUIRED PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION. PAVEMENT DESIGN BASED ON A SUBGRADE CBR DESIGN VALUE OF 4. SOIL TEST OF THE SUBGRADE SHOULD BE SUBMITTED FOR ACTUAL DETERMINATION OF COMPACTED SUBGRADE(COMPACTED TO 95% DENSITYAT OPTIMUM MOISTURE CONTENTVDOT VTM-1 METHOD) VDOT #21-A 4" BM-25.0 CG-12 TYPE B - RAMP 6 CG-12 TYPE B - RAMP 7 CG-12 TYPE B - RAMP 8 CG-12 TYPE B - RAMP 9 CG-12 TYPE B - RAMP 10 ON-SITE PAVEMENT PLAN (1"=200') DENOTES TYPICAL ASPHALT PAVEMENT SECTION DENOTES TYPICAL ASPHALT HEAVY DUTY PAVEMENT SECTION DENOTES HEAVY DUTY REINFORCED CONCRETE (DESIGN BY OTHERS) NOTE: FINAL LOCATION OF VDOT STANDARD CG-12 CURB RAMPS TO BE DETERMINED BY VDOT INSPECTOR. NOTE: NOT TO BE USED ON VDOT RIGHT-OF-WAY OR ANY ENTRANCE THAT WILL BE CONNECTING TO A PROPOSED VDOT RIGHT-OF-WAY GRAPHICAL SCALE: 1" = 10' 10 5 0 10 20 30 Gordon4501 Daly DriveChantilly, VA 20151Phone: 703-263-1900www.gordon.us.comPROGRAMMING AND PLANNINGCIVIL ENGINEERINGLANDSCAPE ARCHITECTURESURVEY AND MAPPINGSECURITY CONSULTINGREVISIONS NUMBER DATE DESCRIPTIONSEAL: NUMBER: NCS: CADD: JOB: PLAN: HORIZ: VERT: Gordon SCALE: DATE: SUR: DRW: DES: CHK: 95 3088-0104 (SP) #14-22 JANUARY 2022 Gordon4501 Daly DriveChantilly, VA 20151Phone: 703-263-1900www.gordon.us.comPROGRAMMING AND PLANNINGCIVIL ENGINEERINGLANDSCAPE ARCHITECTURESURVEY AND MAPPINGSECURITY CONSULTINGREVISIONS NUMBER DATE DESCRIPTIONSEAL: NUMBER: NCS: CADD: JOB: PLAN: HORIZ: VERT: Gordon SCALE: DATE: SUR: DRW: DES: CHK: 95 3088-0104 (SP) #14-22 JANUARY 2022 11BEX. PONDOHW OHW OHW SA CO SA CO SA CO SA CO X16X XXXXX XG x WxWxSS SS SS SSSSSSSSSSEX.1 EX.2 EX.2A EX.3 EX.4 EX.3A EX.86 EX.85 EX.84 EX.83 EX.82 EX.81 EX.80A EX.92 EX.F2 10" PVC10" PVC6'X6' BOX CULVERT6'X6' BOX CULVERT27" C M P 27" CMP33" CMP33" CMP INV=642.24' 27" CMP INV=641.34' 33" CMP INV=635.29' 27" CMP INV=635.69' 24" CMP INV=635.64' 24" CMP INV=635.62' 33" CMP INV=647.99' INV=629.58' INV=625.17' INV=615.35' TWIN BOX CULVERT 6'W X 7'H INV=616.25' INV=616.18' INV=615.57' INV=611.48' TWIN BOX CULVERT 7'W X 6'H INV=611.44' INV=610.93' INV=611.88' BOX CULVERT 15'W X 7'H INV=610.18' INV=610.64' EX. CONCRETE HEADWALL (TYPICAL) EX. CONCRETE HEADWALL (TYPICAL) EX. CONCRETE HEADWALL (TYPICAL) EX. CONCRETE HEADWALL EX. CONCRETE HEADWALL CONC. POND OUTFALL STRUCTURE REMAINS (SEE PICTURES) EX.11 EX.10 EX.6 EX.7 EX.8 EX.9 24" RCP SINKHOLE (SEE PICTURES) EX.6A 36" CMP EX. ELECTRIC TRANSFORMER EX. ELECTRIC VAULT EX. ELECTRIC TRANSFORMER EX. COMMUNICATION VAULT EX. CABLE TV VAULT EX. RIP-RAP COVERED WITH C O N C R E T E EX. CONCRETE EX. EDGE OF PAVEMENT EX. CONC. DITCH EX. EDGE OF PAVEMENT APPROX. LOCATION24" CMP APP R O X L O C A T I O N O F 3 0 " C M P EX.12 INV=635.39 3'H X 6'W BOX CUL V E R T EX. CONCRETE HEADWALL 30" CMP 3'H X 6'W BOX CULVERT TRANSITIONS TO 30" CMP UND E R G R O U N D EX.80 EX.PS EX. CONC. DITCH EX. 12" W/ L (WM "D")QUAD 8'(W)X4'(H)BOX CULVERTEX. 12" W/ L (WM "D")QUAD 8'(W)X4'(H)BOX CULVERT36 41D 41D 41D 41D 1B 1B 1B W W 41C 41C 41C41C 41C 41B 3B 3B 9B 9B 9B 9B 9B 1C 1C 41E 41E 41E 1B 41E 41E 9B 2 33 3 4 5 6 7 8 9 10 11 12 1314 15 16 17 19 20 21 22 23 24 25 26 28 29 30 31 18 2 32 1 34 35 36 37 38 39 40 4041 42 43 44 45GRID NORTHVIRGINIA STATEGordon4501 Daly DriveChantilly, VA 20151Phone: 703-263-1900www.gordon.us.comPROGRAMMING AND PLANNINGCIVIL ENGINEERINGLANDSCAPE ARCHITECTURESURVEY AND MAPPINGSECURITY CONSULTINGREVISIONS NUMBER DATE DESCRIPTIONSEAL: NUMBER: NCS: CADD: JOB: PLAN: HORIZ: VERT: Gordon SCALE: DATE: SUR: DRW: DES: CHK: 95 3088-0104 (SP) #14-22 JANUARY 2022 SCALE: 1" = 300'SITE SOILS DESCRIPTION NOTE: SOIL INFORMATION SHOWN PER FREDERICK COUNTY GIS RECORDS. REFER TO GEOTECHNICAL REPORT FOR DETAILED FINDINGS AND GEOLOGIC DATA. GRAPHICAL SCALE: 1" = 300' 300 150 0 300 600 900 N 7 1 0 1 7 4 3E 11582884N 7 1 0 0 8 8 1 E 11584593N 7 1 0 2 9 3 5E 11585650N 7 1 0 4 2 6 0E 11584128GRID NO RT H VIRGINI A ST AT E TAX MAP NO. 64-A-79 DB. 659 PG. 175 DB. 800 PG. 1693 INSTR. #070015617 ZONED: RA OHWOHWOHWOHWOHWOHWOHWOHWOHWOHWMILLWOOD PIKE - US ROUTE 50/17VARIABLE WIDTH PUBLIC RIGHT-OF-WAYX1 6 XX XXGxSSSSSSSSSSSSSSSSSSSSSSSSSSEX.86EX.85EX.84EX.83EX.82EX.81EX.80A1 0 " P V C 6'X6' BOX CULVERT 6'X6' BOX CULVERT27" CMP27" CMP 33" CMP 33" CMP INV=642.24'27" CMP INV=641.34'33" CMP INV=635.29'27" CMP INV=635.69'24" CMP INV=635.64'24" CMP INV=635.62'33" CMP INV=647.99'INV=629.58'INV=625.17'EX. CONCRETEHEADWALLEX. CONCRETEHEADWALLCONC. POND OUTFALLSTRUCTURE REMAINS(SEE PICTURES)EX.11EX.10EX.6EX.7EX.8EX.924" RCPSINKHOLE(SEE PICTURES)EX.6A36" CMPEX. ELECTRICTRANSFORMEREX. ELECTRIC VAULTXXXEX. RIP-RAP COVERED WITH CONCRETEEX. CONCRETEEX. CONC. DITCHEX. EDGE OF PAVEMENTFMSSG APPROX. LOCATION24" CMPAPPROX LOCATION OF 30" CMPEX.12INV=635.39 3'H X 6'W BOX CULVERTEX. CONCRETE HEADWALL30" CMP3'H X 6'W BOX CULVERTTRANSITIONS TO 30" CMP UNDERGROUNDEX.80EX.PSEX. CONC. DITCH EX. 12" W /L(WM "D")QUAD 8'(W)X4'(H)BOX CULVERTCOVERSTONE DR I V E VARIABLE WIDTH P U B L I C R I G H T - O F - W A YCOVERSTONE DRIVEVARIABLE WIDTH PUBLIC RIGHT-OF-WAYEXPOND 2 EXPOND 3A EXPOND 1 EXPOND 3B EX. 12" W /L(WM "D")QUAD 8'(W)X4'(H)BOX CULVERT250'3067'EXISTING CONDITIONS - OVERALL KEY MAP05 C-XP-101.DWG C-XP-101 1" = 100'N/A GORDON J. MARRONE J. MARRONE P. LAZAREVICH GRAPHICAL SCALE: 1" = 100' 100 50 0 100 200 300 SHEET 11 SHEET 08 SHEET 09 SHEET 10 SHEET 07SHEET 06 Gordon4501 Daly DriveChantilly, VA 20151Phone: 703-263-1900www.gordon.us.comPROGRAMMING AND PLANNINGCIVIL ENGINEERINGLANDSCAPE ARCHITECTURESURVEY AND MAPPINGSECURITY CONSULTINGREVISIONS NUMBER DATE DESCRIPTIONSEAL: NUMBER: NCS: CADD: JOB: PLAN: HORIZ: VERT: Gordon SCALE: DATE: SUR: DRW: DES: CHK: 95 3088-0104 (SP) #14-22 JANUARY 2022 GRID NO RT H VIRGINI A ST AT E N 7 1 0 2 1 6 5E 11583584N 7 1 0 1 5 5 7E 11583279N 7 1 0 1 3 6 6E 11583659N 7 1 0 1 9 7 4E 11583964N46°37'15"W 691.41'N46°37'15"W 691.41'N46°37'15"W185.13'N42°02'49"W150.48'C145+0046+0047+0048+0049+0050+0051+0052+0043AEX. 43EX. 41BEX.41EX. 38EX. 39BEX. 39EX. 39AEX. 39DEX. EX. 18" STM EX. 24" STMEX. 30" STMEX. 36" STMEX. 15" STMEX. 21" S T M EX. 15" STMEX. 15" STM EX. 15" STMEX. 15" STMEX. 24" STM EX. 24" STMEX. 15" S T M EX. 2 4 " S T M EX. 12" W/L (WM "B")21+0022+0023+0024+0025+0026+0027+0028+00EX. 12" W / L ( W M " F " ) 42EX. 43FEX. 43BEX.44EX. E X . 1 5 " S TM 43EEX. 42AEX. 40EX.EX. 30" STM41AEX. G5EX. EX. 8" SA N S E W G4EX. 43GEX.EX. 15" STMEX. 34' F R E D E R I C K WATER E A S E M E N T EX. 20' FREDERICKWATER EASEMENTEX. R.O.W.EX. CG-6EX. CG-6EX. 17' SHARED USETRAIL EASEMENTTAX MAP NO. 64-A-79 DB. 659 PG. 175 DB. 800 PG. 1693 INSTR. #070015617 ZONED: RA EX. CG-6EX. CG-6EX. CG-2EX. CG-2EX. CG-6EX. 12' P O N D A C C E S S R O A D EX. 10' SHARED USETRAILEX. 17' SHARED USETRAIL EASEMENTCOVERSTONE DRIVEVARIABLE WIDTH PUBLIC RIGHT-OF-WAYEX. 20' F R E D E R I C K WATER E A S E M E N T 7 5 ' R 75'R EX. CG-6 EX . C G - 6 43AEX. 43EX. 41BEX.41EX. 38EX. 39BEX. 39EX. 39AEX. 39DEX. EX. 18" STM EX. 24" STMEX. 30" STMEX. 36" STMEX. 15" STMEX. 21" S T M EX. 15" STMEX. 15" STM EX. 15" STMEX. 15" STMEX. 24" STM EX. 24" STMEX. 15" S T M EX. 2 4 " S T M EX. 12" W/L (WM "B")21+0022+0023+0024+0025+0026+0027+0028+00EX. 12" W / L ( W M " F " ) 42EX. 43FEX. 43BEX.44EX. E X . 1 5 " S TM 43EEX. 42AEX. 40EX.EX. 30" STM41AEX. G5EX. EX. 8" SA N S E W G4EX. 43GEX.EX. 15" STMLIMITS OF CLEARING AND GRADING LIMITS OF CLEARINGAND GRADINGLIMITS OF CLEARINGAND GRADINGEXISTING CONDITIONS06 C-XP-101.DWG C-XP-101 1" = 30'N/A GORDON J. MARRONE J. MARRONE P. LAZAREVICH GRAPHICAL SCALE: 1" = 30' 30 15 0 30 60 90 Gordon4501 Daly DriveChantilly, VA 20151Phone: 703-263-1900www.gordon.us.comPROGRAMMING AND PLANNINGCIVIL ENGINEERINGLANDSCAPE ARCHITECTURESURVEY AND MAPPINGSECURITY CONSULTINGREVISIONS NUMBER DATE DESCRIPTIONSEAL: NUMBER: NCS: CADD: JOB: PLAN: HORIZ: VERT: Gordon SCALE: DATE: SUR: DRW: DES: CHK: 95 3088-0104 (SP) #14-22 JANUARY 2022 MATCH LINE SEE SHEET 09 MATCH LINE SEE SHEET 07 GRID N O RT H VIRGINI A ST AT E N 7 1 0 2 9 2 9E 11583968N 7 1 0 2 3 2 1E 11583663N 7 1 0 2 1 3 0E 11584043N 7 1 0 2 7 3 8E 11584347EX. 12' POND ACCESS ROADEX. 12' POND ACCESS ROAD LIMITS OF CLEARING AND GRADING LIMITS OF CLEARING AND GRADING EXISTING CONDITIONS07 C-XP-101.DWG C-XP-101 1" = 30'N/A GORDON J. MARRONE J. MARRONE P. LAZAREVICH GRAPHICAL SCALE: 1" = 30' 30 15 0 30 60 90 Gordon4501 Daly DriveChantilly, VA 20151Phone: 703-263-1900www.gordon.us.comPROGRAMMING AND PLANNINGCIVIL ENGINEERINGLANDSCAPE ARCHITECTURESURVEY AND MAPPINGSECURITY CONSULTINGREVISIONS NUMBER DATE DESCRIPTIONSEAL: NUMBER: NCS: CADD: JOB: PLAN: HORIZ: VERT: Gordon SCALE: DATE: SUR: DRW: DES: CHK: 95 3088-0104 (SP) #14-22 JANUARY 2022 MATCH LINE SEE SHEET 10 MATCH LINE SEE SHEET 08MATCH LINE SEE SHEET 06 GRID NO RT H VIRGINI A ST AT EN 7 1 0 3 6 9 3 E 11584351N 7 1 0 3 0 8 5E 11584046N 7 1 0 2 8 9 5E 11584426N 7 1 0 3 5 2 5E 11584692CEX. BEX. EX. 12" SAN SEW EX. 12" SAN SEW EX. 12' POND ACCESS ROAD EX. 20' FREDERICK WATER EASEMENTCEX. BEX. EX. 12" SAN SEW EX. 12" SAN SEW LIMITS OF CLEARING AND GRADING LIMITS OF CLEARING AND GRADING LIMITS OF CLEARING AND GRADING EXISTING CONDITIONS08 C-XP-101.DWG C-XP-101 1" = 30'N/A GORDON J. MARRONE J. MARRONE P. LAZAREVICH GRAPHICAL SCALE: 1" = 30' 30 15 0 30 60 90 Gordon4501 Daly DriveChantilly, VA 20151Phone: 703-263-1900www.gordon.us.comPROGRAMMING AND PLANNINGCIVIL ENGINEERINGLANDSCAPE ARCHITECTURESURVEY AND MAPPINGSECURITY CONSULTINGREVISIONS NUMBER DATE DESCRIPTIONSEAL: NUMBER: NCS: CADD: JOB: PLAN: HORIZ: VERT: Gordon SCALE: DATE: SUR: DRW: DES: CHK: 95 3088-0104 (SP) #14-22 JANUARY 2022 MATCH LINE SEE SHEET 11MATCH LINE SEE SHEET 07 GRID NO RT H VIRGINI A ST AT E N 7 1 0 1 8 9 6E 11584121N 7 1 0 1 2 8 8E 11583816N 7 1 0 1 0 1 4E 11584191N 7 1 0 1 6 8 9E 11584542N46°37'15"W 691.41'N46°37'15"W 691.41'3 9 + 0 040+0041+0042+0043+0044+0045+00PT=43+0 0 . 7 6 36EX. 37EX. 36AEX. 34CEX. 34BEX. 38EX. 39BEX. 39 39AEX.EX. 36" STMEX. 36" STME X . 3 6 " S TM EX. 36" STMEX. 36" STM EX. 15" STMEX. 21" S T M EX. 15" STMEX. 15" STM EX. 15" STM EX. 15" STMEX. 3 0 " S T M EX. 36" STME X . 3 0 " S T M EX. 12" W/L (WM "B")1 5 + 0 016+0017+0018+0019+0020+0021+00E X . 1 2 " W / L (W M " B " ) 35EX. 35BEX. 35AEX.EX. 15" STM36CEX. 34AEX. 34EX. 36BEX. E X . 1 5 " S T M EX. 15" STM36DEX.EX. S IGHT D ISTANCE EASEMENTEX. R.O.W.EX. R.O.W.EX. CG-6EX. CG-2EX. CG-2EX. CG-6EX. CG -6EX. CG-6EX. CG-2EX. CG-2EX. 10' SHARED USETRAILEX. 1 2 ' P O N D A C C E S S R O A D TAX MAP NO. 64-A-79 DB. 659 PG. 175 DB. 800 PG. 1693 INSTR. #070015617 ZONED: RA EX. 20' FREDERICKWATER EASEMENTEX. 17' SHARED USETRAIL EASEMENTCOVERSTONE DRIVEVARIABLE WIDTH PUBLIC RIGHT-OF-WAYEXPOND 275'R75'R 36EX. 37EX. 36AEX. 34CEX. 34BEX. 38EX. 39BEX. 39 39AEX.EX. 36" STMEX. 36" STME X . 3 6 " S TM EX. 36" STMEX. 36" STM EX. 15" STMEX. 21" S T M EX. 15" STMEX. 15" STM EX. 15" STM EX. 15" STMEX. 3 0 " S T M EX. 36" STME X . 3 0 " S T M EX. 12" W/L (WM "B")1 5 + 0 016+0017+0018+0019+0020+0021+00E X . 1 2 " W / L (W M " B " ) 35EX. 35BEX. 35AEX.EX. 15" STM36CEX. 34AEX. 34EX. 36BEX. E X . 1 5 " S T M EX. 15" STM36DEX. LIMITS OF CLEARING AND GRADING LIMITS OF CLEARING AND GRADINGLIMITS OF CLEARINGAND GRADINGEXISTING CONDITIONS09 C-XP-101.DWG C-XP-101 1" = 30'N/A GORDON J. MARRONE J. MARRONE P. LAZAREVICH GRAPHICAL SCALE: 1" = 30' 30 15 0 30 60 90 Gordon4501 Daly DriveChantilly, VA 20151Phone: 703-263-1900www.gordon.us.comPROGRAMMING AND PLANNINGCIVIL ENGINEERINGLANDSCAPE ARCHITECTURESURVEY AND MAPPINGSECURITY CONSULTINGREVISIONS NUMBER DATE DESCRIPTIONSEAL: NUMBER: NCS: CADD: JOB: PLAN: HORIZ: VERT: Gordon SCALE: DATE: SUR: DRW: DES: CHK: 95 3088-0104 (SP) #14-22 JANUARY 2022 MATCH LINE SEE SHEET 06 MATCH LINE SEE SHEET 10 GRID NO RT H VIRGINI A ST AT E N 7 1 0 2 6 6 0E 11584504N 7 1 0 2 0 5 2E 11584199N 7 1 0 1 8 3 9E 11584629N 7 1 0 2 4 3 7E 11584950EXPOND 3AEX. 12' PONDACCESS ROADLIMITS OF CLEARING AND GRADING LIMITS OF CLEARING AND GRADING EXISTING CONDITIONS10 C-XP-101.DWG C-XP-101 1" = 30'N/A GORDON J. MARRONE J. MARRONE P. LAZAREVICH GRAPHICAL SCALE: 1" = 30' 30 15 0 30 60 90 Gordon4501 Daly DriveChantilly, VA 20151Phone: 703-263-1900www.gordon.us.comPROGRAMMING AND PLANNINGCIVIL ENGINEERINGLANDSCAPE ARCHITECTURESURVEY AND MAPPINGSECURITY CONSULTINGREVISIONS NUMBER DATE DESCRIPTIONSEAL: NUMBER: NCS: CADD: JOB: PLAN: HORIZ: VERT: Gordon SCALE: DATE: SUR: DRW: DES: CHK: 95 3088-0104 (SP) #14-22 JANUARY 2022 MATCH LINE SEE SHEET 07 MATCH LINE SEE SHEET 11MATCH LINE SEE SHEET 09 GRID NO RT H VIRGINI A ST AT E N 7 1 0 3 4 7 6 E 11584917N 7 1 0 2 8 1 6E 11584582N 7 1 0 2 6 0 7E 11585007N 7 1 0 3 2 7 2E 11585343XXX13+00 14+0015+0016+00PT=18+10.74P R C = 1 5 + 0 3 . 6 1 KEX. EX. 8" SAN S E W 15EX. 15AEX. 13AEX. 14EX. 13EX. 12BEX. 12AEX. 12EX. 11EX. 10EX. EX. 3 0 " S T M EX. 30" STMEX. 30" STM EX. 30" STM E X . 4 2 " S TM E X . 1 5 " S T M EX. 15" STMEX . 1 5 " S T M E X . 1 5 " S T M EX. 2 4 " S T M EX. 42" STM11DEX. 16EX.EX. 24" STM 11BEX. 11AEX.EX 45"x29" STMEX. 30 " STM 80EX. 80AEX. 11CEX.EX 45"x29" STMEX. 6" STM 18DEX.EX. 8" SAN SEWEX. 36" STMEX. 36" STM EX. 36" STM 8EX.8BEX.EX. CG-2EX. CG-6EX. CG-2EX. CG-6EX. R.O.W.EX. SIGHT DISTANCE EASEMENT EX. 12' POND ACCESS ROADEXPOND 3A COVERST O N E D RI V E VARIABLE WI D T H P U B LI C RI G H T- O F- W A Y KEX. EX. 8" SAN S E W 15EX. 15AEX. 13AEX. 14EX. 13EX. 12BEX. 12AEX. 12EX. 11EX. 10EX. EX. 3 0 " S T M EX. 30" STMEX. 30" STM EX. 30" STM E X . 4 2 " S TM E X . 1 5 " S T M EX. 15" STMEX . 1 5 " S T M E X . 1 5 " S T M EX. 2 4 " S T M EX. 42" STM11DEX. 16EX.EX. 24" STM 11BEX. 11AEX.EX 45"x29" STMEX. 30 " STM 80EX. 80AEX. 11CEX.EX 45"x29" STMEX. 6" STM 18DEX.EX. 8" SAN SEWEX. 36" STMEX. 36" STM EX. 36" STM 8EX.8BEX. LIMITS OF CLEARING AND GRADING LIMITS OF CLEARING AND GRADING LIMITS OF CLEARING AND GRADING LIMITS OF CLEARING AND GRADING EXISTING CONDITIONS11 C-XP-101.DWG C-XP-101 1" = 30'N/A GORDON J. MARRONE J. MARRONE P. LAZAREVICH GRAPHICAL SCALE: 1" = 30' 30 15 0 30 60 90 Gordon4501 Daly DriveChantilly, VA 20151Phone: 703-263-1900www.gordon.us.comPROGRAMMING AND PLANNINGCIVIL ENGINEERINGLANDSCAPE ARCHITECTURESURVEY AND MAPPINGSECURITY CONSULTINGREVISIONS NUMBER DATE DESCRIPTIONSEAL: NUMBER: NCS: CADD: JOB: PLAN: HORIZ: VERT: Gordon SCALE: DATE: SUR: DRW: DES: CHK: 95 3088-0104 (SP) #14-22 JANUARY 2022 MATCH LINE SEE SHEET 08 MATCH LINE SEE SHEET 16 N 7 1 0 1 7 4 3E 11582884N 7 1 0 0 8 8 1 E 11584593N 7 1 0 2 9 3 5E 11585650N 7 1 0 4 2 6 0E 11584128GRID NO RT H VIRGINI A ST AT E TAX MAP NO. 64-A-79 DB. 659 PG. 175 DB. 800 PG. 1693 INSTR. #070015617 ZONED: RA OHWOHWOHWOHWOHWOHWOHWOHWOHWOHWMILLWOOD PIKE - US ROUTE 50/17VARIABLE WIDTH PUBLIC RIGHT-OF-WAYX1 6 XX XXGxSSSSSSSSSSSSSSSSSSSSSSSSSSEX.86EX.85EX.84EX.83EX.82EX.81EX.80A1 0 " P V C 6'X6' BOX CULVERT 6'X6' BOX CULVERT27" CMP27" CMP 33" CMP 33" CMP INV=642.24'27" CMP INV=641.34'33" CMP INV=635.29'27" CMP INV=635.69'24" CMP INV=635.64'24" CMP INV=635.62'33" CMP INV=647.99'INV=629.58'INV=625.17'EX. CONCRETEHEADWALLEX. CONCRETEHEADWALLCONC. POND OUTFALLSTRUCTURE REMAINS(SEE PICTURES)EX.11EX.10EX.6EX.7EX.8EX.924" RCPSINKHOLE(SEE PICTURES)EX.6A36" CMPEX. ELECTRICTRANSFORMEREX. ELECTRIC VAULTXXXEX. RIP-RAP COVERED WITH CONCRETEEX. CONCRETEEX. CONC. DITCHEX. EDGE OF PAVEMENTFMSSG APPROX. LOCATION24" CMPAPPROX LOCATION OF 30" CMPEX.12INV=635.39 3'H X 6'W BOX CULVERTEX. CONCRETE HEADWALL30" CMP3'H X 6'W BOX CULVERTTRANSITIONS TO 30" CMP UNDERGROUNDEX.80EX.PSEX. CONC. DITCH EX. 12" W /L(WM "D")QUAD 8'(W)X4'(H)BOX CULVERTCOVERSTONE DR I V E VARIABLE WIDTH P U B L I C R I G H T - O F - W A YCOVERSTONE DRIVEVARIABLE WIDTH PUBLIC RIGHT-OF-WAYEXPOND 2 EXPOND 3A EXPOND 1 EXPOND 3B 75' BUILDING SET B A C K 25' PARKING SET B A C K75' BUILDING SETBACK25' PARKING SETBACKPROPOSED PROPERTY LINE PER PENDING BLA 75' BUILDING SETBACK25' PARKING SETBACK25' BUILDING SETBACK 5' PARKING SETBACK 25' BUILDING SETBACK 5' PARKING SETBACK CO CO CO C O SITE LAYOUT AND UTLITIY PLAN - OVERALL KEY MAP12 C-CS-101.DWG C-CS-101 1" = 100'N/A GORDON J. MARRONE J. MARRONE P. LAZAREVICH GRAPHICAL SCALE: 1" = 100' 100 50 0 100 200 300 SHEET 18 SHEET 15 SHEET 16 SHEET 17 SHEET 14SHEET 13 Gordon4501 Daly DriveChantilly, VA 20151Phone: 703-263-1900www.gordon.us.comPROGRAMMING AND PLANNINGCIVIL ENGINEERINGLANDSCAPE ARCHITECTURESURVEY AND MAPPINGSECURITY CONSULTINGREVISIONS NUMBER DATE DESCRIPTIONSEAL: NUMBER: NCS: CADD: JOB: PLAN: HORIZ: VERT: Gordon SCALE: DATE: SUR: DRW: DES: CHK: 95 3088-0104 (SP) #14-22 JANUARY 2022 GRID NO RT H VIRGINI A ST AT E N 7 1 0 2 1 6 5E 11583584N 7 1 0 1 5 5 7E 11583279N 7 1 0 1 3 6 6E 11583659N 7 1 0 1 9 7 4E 11583964N46°37'15"W 691.41'N46°37'15"W 691.41'N46°37'15"W185.13'N42°02'49"W150.48'C145+0046+0047+0048+0049+0050+0051+0052+0043AEX. 43EX. 41BEX.41EX. 38EX. 39BEX. 39EX. 39AEX. 39DEX. EX. 18" STM EX. 24" STMEX. 30" STMEX. 36" STMEX. 15" STMEX. 21" S T M EX. 15" STMEX. 15" STM EX. 15" STMEX. 15" STMEX. 24" STM EX. 24" STMEX. 15" S T M EX. 2 4 " S T M EX. 12" W/L (WM "B")21+0022+0023+0024+0025+0026+0027+0028+00EX. 12" W / L ( W M " F " ) 42EX. 43FEX. 43BEX.44EX. E X . 1 5 " S TM 43EEX. 42AEX. 40EX.EX. 30" STM41AEX. G5EX. EX. 8" SA N S E W G4EX. 43GEX.EX. 15" STMEX. 34' F R E D E R I C K WATER E A S E M E N T EX. 20' FREDERICKWATER EASEMENTEX. R.O.W.EX. CG-6EX. CG-6EX. 17' SHARED USETRAIL EASEMENTTAX MAP NO. 64-A-79 DB. 659 PG. 175 DB. 800 PG. 1693 INSTR. #070015617 ZONED: RA EX. CG-6EX. CG-6EX. CG-2EX. CG-2EX. CG-6EX. 12' P O N D A C C E S S R O A D EX. 10' SHARED USETRAILEX. 17' SHARED USETRAIL EASEMENTCOVERSTONE DRIVEVARIABLE WIDTH PUBLIC RIGHT-OF-WAYEX. 20' F R E D E R I C K WATER E A S E M E N T 7 5 ' R 75'R EX. CG-6 EX . C G - 6 24' CG-6 CG-6RCG-6R CG-6R CG-6R CG-6CG-6RCG-6RCG-6RCG-6RCG-6RCG-6RCG-6RCG-6RCG-6RCG-2CG-2 CG-2 6' SIDEWALK5' SIDEWALK5' SIDEWALKCG-6RCG-6RCG-6CG-6 CG-6CG-6CG-6CG-65'R 5'R5 'R 5'R 5'R5'R10'R10'R5'R5'R 10'R5'R 15 ' R 15'R30'R 145'R 105'R 10'R5'R 75' BUILDING SETBACK25' PARKING SETBACK75' BUILDING SETBACK25' PARKING SETBACK24'24' 24' 24' 24' 24' 24'60'70'60'60'70'60'24'45' 20' (TYP.) 20' (TYP.)9'(TYP.)1-12"X6" TEE1-6" VALVE1-FH1-12"X6" TEE1-6" VALVE1-FH6" PRIVATE HYDRANTCG-12B HC RAMP #8 CG-12B HC RAMP #7 CG-12B HC RAMP #6 CG-12BHC RAMP # 5 PROPOSED PROPERTY LINE PER PENDING BLA 1-45°BEND 1-45°BEND1-22.5° BEND 20' FREDERICK WATER EASEMENT F.D.C. 1631.00'631.50'25' BUILDING SETBACK 5' PARKING SETBACK PROPOSED BOLLARD (TYP.) (SEE FREDERICK WATER DETAIL) HC SIGN (TYP.) PR. WHEEL STOP (TYP.)31719171834261913166' SIDEWALKAPPROX. LOCATION OF FUTURE SECURITY FENCE APPROX. LOCATION OF FUTURE SECURITY FENCE 14' (TYP.)14' (TYP.) 12' (TYP.)12' (TYP.) 161.72'209.25'10'10'NOTE: 1. ALL CURB RADIUS ARE 4.5' UNLESS NOTED. 2. SEE SHEET 2 FOR FIRE LANE SIGNAGE DETAILS. 3. ALL PRIVATE FIRE HYDRANTS SHALL BE PAINTED PER FREDERICK COUNTY FIRE MARSHAL'S AND FREDERICK WATER'S REQUIREMENTS. ADA PATH TO BUILDING ADA PATH TO BUILDING APPROX. LOCATION OF FUTURE 42' SECURITY GATE LIGHT POLE (TYP.) FIRE LANE STRIPING (TYP.) STOP SIGN (TYP.) WALL MOUNTED LIGHT (TYP.) 1 OF 2 VAN ACCESSIBLE 2 OF 2 VAN ACCESSIBLE40'20' FREDERICK WATER EASEMENT 1-45°BEND 1-22.5°BEND 1-22.5°BEND 1-12"X6" TEE1-6" VALVE, 1-FH 8" PRIVATE W/L1-12"X8" TEE 12" W/L (WM "A")SPRINKLER 112" PRIVATE FIRE MAIN12" PRIVATE FIRE MAIN 1-12"VALVE C O 12" SAN SEW 121 120 122 119 117 118 128127126125124 36" STM36" STM36" STM36" STM36" STM 42" STM42" STM42" STM42" STM42" STM42" STM15" STM 121A 123 42" STM 8" SAN SEW G3 12" STM12" STM12" STM12" STM12" STM12 " S T M 12" STM121B RD56 RD55 RD54 RD53 RD52 RD51 14+0015+0016+0017+0018+00 19+00 20+00 21+00 PI=16+56.52 15" STM122A C A A D C D A C A D D A C B A C D B B C A D SITE PLAN AND UTILITY PLAN13 C-CS-101.DWG C-CS-101 1" = 30'N/A GORDON J. MARRONE J. MARRONE P. LAZAREVICH123405/26/2208/24/2209/20/2210/27/22FREDERICK WATER, FIRE MARSHAL, COUNTY, & WRAA COMMENTSFREDERICK WATER & VDOT COMMENTSFC & FW COMMENTSFREDERICK WATER & VDOT COMMENTSGRAPHICAL SCALE: 1" = 30' 30 15 0 30 60 90 Gordon4501 Daly DriveChantilly, VA 20151Phone: 703-263-1900www.gordon.us.comPROGRAMMING AND PLANNINGCIVIL ENGINEERINGLANDSCAPE ARCHITECTURESURVEY AND MAPPINGSECURITY CONSULTINGREVISIONS NUMBER DATE DESCRIPTIONSEAL: NUMBER: NCS: CADD: JOB: PLAN: HORIZ: VERT: Gordon SCALE: DATE: SUR: DRW: DES: CHK: 95 3088-0104 (SP) #14-22 JANUARY 2022 MATCH LINE SEE SHEET 16 MATCH LINE SEE SHEET 14 GRID N O RT H VIRGINI A ST AT E N 7 1 0 2 9 2 9E 11583968N 7 1 0 2 3 2 1E 11583663N 7 1 0 2 1 3 0E 11584043N 7 1 0 2 7 3 8E 11584347EX. 12' POND ACCESS ROADEX. 12' POND ACCESS ROAD 25' PRE BLAST AREA (TYP.) CG-6R CG-6R CG-6R CG-6R CG-2 CG-2CG-23.5'R3.5' R60'70'60'60'70'60'60'70'60'60'70'60'1-12"X6" TEE1-6" VALVE1-FH 12" PRIVATE FIRE MAIN PROPOSED PROPERTY LINE PER PENDING BLA PROPOSED PROPERTY LINE PER PENDING BLA 20' FREDERICK WATER EASEMENT20' FREDERICK WATER EASEMENT 20' FREDERICK WATER EASEMENT 20' FREDERICK WATER EASEMENT 1631.00'631.50'25' BUILDING SETBACK 5' PARKING SETBACK 25' BUILDING SETBACK 5' PARKING SETBACK PROPOSED POWER TRANFORMER (SEE MEP PLANS FOR DETAILS) APPROX. LOCATION OF FUTURE SECURITY FENCE NOTES: 1. ALL CURB RADIUS ARE 4.5' UNLESS NOTED. 2. FIRE AND DOMESTIC SERVICE LINE SHALL HAVE A BACKFLOW PREVENTION DEVICE INSTALLED. 3. FIRE AND DOMESTIC SERVICE LINE 2" METER WILL BE INSTALLED IN SPRINKLER ROOM. 4. 8" DOUBLE CHECK DETECTOR ASSEMBLY INSTALLED IN SPRINKLER ROOM. 5. 8" PROTECTUS 3 STAINLESS STEEL FIRE SERVICE METER INSTALLED IN SPRINKLER ROOM. 6. SEE SHEET 2 FOR FIRE LANE SIGNAGE DETAILS. 7. METERS, BLACKFLOW DEVICES AND ASSOCIATED PIPING SHALL BE PER FREDERICK WATER INSPECTORS REQUIREMENTS. 1-12"X6" TEE1-6" VALVE1-FH PROPOSED BOLLARD (TYP.) (SEE FREDERICK WATER DETAIL) PROPOSED BOLLARD (TYP.) (SEE FREDERICK WATER DETAIL) 14' (TYP.)14' (TYP.) 14' (TYP.)14' (TYP.) 12' (TYP.) 12' (TYP.)12' (TYP.)12' (TYP.) 87 144 1-12"VALVE PROPOSED DUMPSTER ENCLOSED (SEE ARCHITECTURAL PLANS FOR DETAILS) FREDERICK WATER EASEMENT10'10'10'10'LIGHT POLE (TYP.) WALL MOUNTED LIGHT (TYP.) 1-12"X12" TEE3-12" VALVES CAP, FLUSHING ASSEMBLY 1-12"X8" TEE 1-12"X8" TEE 12" W/L (WM "A")12" W/L (WM A")2-4 5 ° BE N D S 2-4 5 ° B E N D S SPRINKLER 26" PRIVATE HYDRANT6" PRIVATE HYDRANT12" PRIVATE FIRE MAIN 8" PRIVATE W/L12" W/L (WM B")12" PRIVATE W/LNOTE: 1. ALL CURB RADIUS ARE 4.5' UNLESS NOTED. 2. SEE SHEET 2 FOR FIRE LANE SIGNAGE DETAILS. 3. ALL PRIVATE FIRE HYDRANTS SHALL BE PAINTED PER FREDERICK COUNTY FIRE MARSHAL'S AND FREDERICK WATER'S REQUIREMENTS. 1-12"X12" TEE 25' PRE BLAST AREA (TYP.) END OF FREDERICK WATER OWNERSHIP G1 H G 8" SAN SEW12" SAN SEW C O 4" L A T ( T Y P ) 12" SAN SEW133 186 189 188 187 185 184 183136135134132131130129128 15" STM 24" STM 24" STM 30" STM 30" STM 30" STM 30" STM 15" STM24" STM30" STM30" STM30" STM30" STM30" STM36" STM36" STM G2 12" STM12" STM12" STM12" STM12"STM12" STM12" STM12" STM12" STM12" STM12" STM12" STM12" STM12" STM12" STM12" STMRD52 RD51 RD50 RD49 RD48 RD47 RD46 RD45 RD44 RD43 RD42 RD41 RD40 RD39 RD38 RD37 RD36 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 12" STM 15" STM188A188BC O SITE PLAN AND UTILITY PLAN14 C-CS-101.DWG C-CS-101 1" = 30'N/A GORDON J. MARRONE J. MARRONE P. LAZAREVICH1234505/26/2208/24/2209/20/202210/27/2211/8/22FREDERICK WATER, FIRE MARSHAL, COUNTY, & WRAA COMMENTSFREDERICK WATER & VDOT COMMENTSFC & FW COMMENTSFREDERICK WATER & VDOT COMMENTSFREDERICK WATER COMMENTSGRAPHICAL SCALE: 1" = 30' 30 15 0 30 60 90 Gordon4501 Daly DriveChantilly, VA 20151Phone: 703-263-1900www.gordon.us.comPROGRAMMING AND PLANNINGCIVIL ENGINEERINGLANDSCAPE ARCHITECTURESURVEY AND MAPPINGSECURITY CONSULTINGREVISIONS NUMBER DATE DESCRIPTIONSEAL: NUMBER: NCS: CADD: JOB: PLAN: HORIZ: VERT: Gordon SCALE: DATE: SUR: DRW: DES: CHK: 95 3088-0104 (SP) #14-22 JANUARY 2022 MATCH LINE SEE SHEET 17 MATCH LINE SEE SHEET 15MATCH LINE SEE SHEET 13 GRID NO RT H VIRGINI A ST AT EN 7 1 0 3 6 9 3 E 11584351N 7 1 0 3 0 8 5E 11584046N 7 1 0 2 8 9 5E 11584426N 7 1 0 3 5 2 5E 11584692CEX. BEX. EX. 12" SAN SEW EX. 12" SAN SEW EX. 12' POND ACCESS ROAD EX. 20' FREDERICK WATER EASEMENT 25' PRE BLAST AREA (TYP.) 20' FREDERICK WATER EASEMENT CG-6R CG-6 CG-6 CG-6 CG-6RCG-6RCG-6RCG-6RCG-6RCG-6R 5' SIDEWALK 6' SIDEWALKCG-6CG-6CG-6CG-6CG-6CG-6CG-6RCG-6RCG-6RCG-6RCG-6R CG-6R CG-6 CG-6 CG-6 CG-2 CG-2 CG-2 CG-2 CG-2 CG-2 CG-210' R10'R5'R5'R 5'R4 6 ' R 5'R5'R 5'R 5'R5'R4'R4'R88'R 100'R10'R30' 30' 30' 24'22'24' 24'22'24' 24'22'24'24'24'24'24'22'60'70'60'60'70'60'20' (TYP.)9'(TYP.)20' (TYP.)9'(TYP.)20' (TYP.)9'(TYP.)20' (TYP.)9'(TYP.)20' (TYP.)9'(TYP.)1-12"X6" TEE1-6" VALVE1-FH 1-12"X6" TEE1-6" VALVE1-FH 2-4 5 ° B E N D S 1-12"X6" TEE1-6" VALVE1-FHCG-12B HC RAMP #10 CG-12B HC RAMP #9 PROPOSED PROPERTY LINE PER PENDING BLA 20' FREDERICK WATER EASEMENT 20' FREDERICK WATER EASEMENT 20' FREDERICK WATER EASEMENT 1631.00'631.50'25' BUILDING SETBACK 5' PARKING SETBACK 25' BUILDING SETBACK5' PARKING SETBACKHC SIGN (TYP.) PR. WHEEL STOP (TYP.)13152222151820936181896' SIDEWALKAPPROX. LOCATION OF FUTURE SECURITY FENCE APPROX. LOCATION OF FUTURE SECURITY FENCE APPROX. LOCATION OF FUTURE SECURITY FENCE 14' (TYP.) 14' (TYP.) 12' (TYP.) 12' (TYP.) 12' (TYP.)209.16'10'10'10'10'ADA PATH TO BUILDING ADA PATH TO BUILDING APPROX. LOCATION OF FUTURE 42' SECURITY GATE LIGHT POLE (TYP.) PROPOSED BOLLARD (TYP.) (SEE FREDERICK WATER DETAIL) PR. AIR RELEASE VALVE (FW-11)FIRE LANE STRIPING (TYP.) STOP SIGN (TYP.) WALL MOUNTED LIGHT (TYP.) 1 OF 2 VAN ACCESSIBLE 1 OF 2 VAN ACCESSIBLE 2-22.5 ° B E N D S 1-12"X8" TEE 1-12"X8"TEE SPRINKLER 3SPRINKLER 46" PRIVATE HYDRANT12" PRIVATE FIRE MAIN 12" PRIVATE FIRE MAIN8" PRIVATE W/L8" PRIVATE W/LNOTE: 1. ALL CURB RADIUS ARE 4.5' UNLESS NOTED. 2. SEE SHEET 2 FOR FIRE LANE SIGNAGE DETAILS. 3. ALL PRIVATE FIRE HYDRANTS SHALL BE PAINTED PER FREDERICK COUNTY FIRE MARSHAL'S AND FREDERICK WATER'S REQUIREMENTS. 1-12" VALVE H G E C1 12" SAN SEW8" SAN SEW12" SAN SEW 12" SAN SEW C O4" LAT (TYP)173D 180 173C 183 173B 172A 173A 171A 170A 179 178 173 172 171 170 177 176 174 175 30" STM 30" STM 36" STM 36" STM 42" STM 42" STM 42" STM 42" STM42" STM42" STM42" STM42" STM15" STM 15" STM15" STM15" STM 15" STM 15" STM 15" STM 12" SAN SEW36" STM 182 181 ???" STMD 12" STM 15" STM12" STM12" STM12" STM12" STM12" STM12" STM 12" STM12" STM 12" STM18" STMRD36 RD35 RD34 179B RD33 179A RD32 178A178C RD31 RD30 RD29 178B 12" SAN SEW F 29+00 30+00 31+00 32+00 33+00 34+00 35+0036+0037+0038+00PI=31+72.39PI=31+98.52PI=34+38.7912" SAN SEWC2 A C D C A C AD A C C A B B C B A B C B B B BB D D SITE PLAN AND UTILITY PLAN15 C-CS-101.DWG C-CS-101 1" = 30'N/A GORDON J. MARRONE J. MARRONE P. LAZAREVICH123405/26/2208/24/2209/20/2210/27/22FREDERICK WATER, FIRE MARSHAL, COUNTY, & WRAA COMMENTSFREDERICK WATER & VDOT COMMENTSFC & FW COMMENTSFREDERICK WATER & VDOT COMMENTSGRAPHICAL SCALE: 1" = 30' 30 15 0 30 60 90 Gordon4501 Daly DriveChantilly, VA 20151Phone: 703-263-1900www.gordon.us.comPROGRAMMING AND PLANNINGCIVIL ENGINEERINGLANDSCAPE ARCHITECTURESURVEY AND MAPPINGSECURITY CONSULTINGREVISIONS NUMBER DATE DESCRIPTIONSEAL: NUMBER: NCS: CADD: JOB: PLAN: HORIZ: VERT: Gordon SCALE: DATE: SUR: DRW: DES: CHK: 95 3088-0104 (SP) #14-22 JANUARY 2022 MATCH LINE SEE SHEET 18MATCH LINE SEE SHEET 14 GRID NO RT H VIRGINI A ST AT E N 7 1 0 1 8 9 6E 11584121N 7 1 0 1 2 8 8E 11583816N 7 1 0 1 0 1 4E 11584191N 7 1 0 1 6 8 9E 11584542N46°37'15"W 691.41'N46°37'15"W 691.41'3 9 + 0 040+0041+0042+0043+0044+0045+00PT=43+0 0 . 7 6 36EX. 37EX. 36AEX. 34CEX. 34BEX. 38EX. 39BEX. 39 39AEX.EX. 36" STMEX. 36" STME X . 3 6 " S TM EX. 36" STMEX. 36" STM EX. 15" STMEX. 21" S T M EX. 15" STMEX. 15" STM EX. 15" STM EX. 15" STMEX. 3 0 " S T M EX. 36" STME X . 3 0 " S T M EX. 12" W/L (WM "B")1 5 + 0 016+0017+0018+0019+0020+0021+00E X . 1 2 " W / L (W M " B " ) 35EX. 35BEX. 35AEX.EX. 15" STM36CEX. 34AEX. 34EX. 36BEX. E X . 1 5 " S T M EX. 15" STM36DEX.EX. S IGHT D ISTANCE EASEMENTEX. R.O.W.EX. R.O.W.EX. CG-6EX. CG-2EX. CG-2EX. CG-6EX. CG -6EX. CG-6EX. CG-2EX. CG-2EX. 10' SHARED USETRAILEX. 1 2 ' P O N D A C C E S S R O A D TAX MAP NO. 64-A-79 DB. 659 PG. 175 DB. 800 PG. 1693 INSTR. #070015617 ZONED: RA EX. 20' FREDERICKWATER EASEMENTEX. 17' SHARED USETRAIL EASEMENTCOVERSTONE DRIVEVARIABLE WIDTH PUBLIC RIGHT-OF-WAYEXPOND 275'R75'R 75' BUILDING SETBACK25' PARKING SETBACK28' CL I RIP RAP DEPTH = 2.5'CG-6RCG-6RCG-6RCG-6RCG-6RCG-6R CG-6 CG-6CG-6R CG-6CG-6 CG-2 CG-2CG-6R CG-6 CG-6RCG-6RCG-6CG-6CG-6RCG-6RCG-2 CG-2 CG-2CG-2 5' SIDEWALK 5' SIDEWA L K 5' SIDEWALK 6' SIDEWALK6' SIDEWALKCG-65'R 5'R5 'R 5' R 5'R5'R 5'R5'R 15'R1 5 'R 15 ' R15'R5'R10'R80'R 30'R 5'R10' R 24' 24' 24' 24'24'24' 24' 24' 24'24'24' 24'45'45'60'70'60'24'24'5 0 ' R 2 5 ' R 74'R 50'R CG- 6CG- 6 R CG-6 CG-6R24'CG-6 CG-6 20' (TYP.)9'(TYP.)20' (TYP.)9'(TYP.)20' (TYP.)9'(TYP.)1-12"X6" TEE1-6" VALVE1-FH1-12"X6" TEE1-6" VALVE1-FHCG-12B HC RAMP #2 CG-12BHC RAMP # 1 CG-12B HC RAMP #3 CG-12B HC RAMP #4 CG-12B HC RAMP #8 1631.00'631.50'HC SIGN (TYP.) PR. WHEEL STOP (TYP.)1710111638303416203430APPROX. LOCATION OF FUTURE GUARD HOUSE APPROX. LOCATION OF FUTURE SECURITY FENCE PROPOSED BOLLARD (TYP.) (SEE FREDERICK WATER DETAIL) 14' (TYP.) 12' (TYP.) 344.14'10'10'ADA PATH TO BUILDING APPROX. LOCATION OF FUTURE 42' SECURITY GATE LIGHT POLE (TYP.) FIRE LANE STRIPING (TYP.) STOP SIGN (TYP.) WALL MOUNTED LIGHT (TYP.) APPROX. LOCATION OF 4' HIGH 20' X 4' FREESTANDING MONUMENT SIGN 40'1-45°BEND 1-12"X8" TEE 1-45°BEND SPRINKLER 76" PRIVATE HYDRANT12" PRIVATE FIRE MAIN 12" PRIVATE FIRE MAIN 8" PRIVATE W/LNOTE: 1. ALL CURB RADIUS ARE 4.5' UNLESS NOTED. 2. SEE SHEET 2 FOR FIRE LANE SIGNAGE DETAILS. 3. ALL PRIVATE FIRE HYDRANTS SHALL BE PAINTED PER FREDERICK COUNTY FIRE MARSHAL'S AND FREDERICK WATER'S REQUIREMENTS. 1-12" VALVE 116 140 115 113 114 112 141 143142 144 111 144A 110 42" STM42" STM42" STM42" STM42" STM42" STM48" STM24" STM30" STM30" STM 30" S T M 36" ST M 36" STM 15"STM15"STM142A 12" STM12" STM12" STM15" STM12" STM12" STM12" STM15" STM12" STM12" STM12" STM15" STMRD1 RD2 RD3 143A 141A 141B RD4 143B 144C RD6RD5 144B 10 + 0 011+0012+0013+0055+0056+0057+00 58 + 0 0 58 + 3 3 PI=57+79.15PI=10+65.89PC=57+16.82PT=57+16.82D C C D B C B B A B A C ACA D D A C B C A C A D SITE PLAN AND UTILITY PLAN16 C-CS-101.DWG C-CS-101 1" = 30'N/A GORDON J. MARRONE J. MARRONE P. LAZAREVICH123405/26/2208/24/2209/20/2210/27/22FREDERICK WATER, FIRE MARSHAL, COUNTY, & WRAA COMMENTSFREDERICK WATER & VDOT COMMENTSFC & FW COMMENTSFREDERICK WATER & VDOT COMMENTSGRAPHICAL SCALE: 1" = 30' 30 15 0 30 60 90 Gordon4501 Daly DriveChantilly, VA 20151Phone: 703-263-1900www.gordon.us.comPROGRAMMING AND PLANNINGCIVIL ENGINEERINGLANDSCAPE ARCHITECTURESURVEY AND MAPPINGSECURITY CONSULTINGREVISIONS NUMBER DATE DESCRIPTIONSEAL: NUMBER: NCS: CADD: JOB: PLAN: HORIZ: VERT: Gordon SCALE: DATE: SUR: DRW: DES: CHK: 95 3088-0104 (SP) #14-22 JANUARY 2022 MATCH LINE SEE SHEET 13 MATCH LINE SEE SHEET 17 GRID NO RT H VIRGINI A ST AT E N 7 1 0 2 6 6 0E 11584504N 7 1 0 2 0 5 2E 11584199N 7 1 0 1 8 3 9E 11584629N 7 1 0 2 4 3 7E 11584950EXPOND 3AEX. 12' PONDACCESS ROADPROPOSED RETAINING WALL W/ HANDRAILS "DESIGN BY OTHERS"60'70'60'60'70'60'60'70'60'24'24'24'CG-6 CG-6R CG-6 CG-6R CG-6 CG-6R CG-6 CG-6 CG-6 CG-6 1-12"X6" TEE1-6" VALVE1-FH 1-12"X6" TEE1-6" VALVE1-FH 28' CL I RIP RAP DEPTH = 2.5' 1631.00'631.50'APPROX. LOCATION OF FUTURE SECURITY FENCE PROPOSED BOLLARD (TYP.) (SEE FREDERICK WATER DETAIL) PROPOSED BOLLARD (TYP.) (SEE FREDERICK WATER DETAIL) 91 12' (TYP.) 12' (TYP.) 12' (TYP.) 14' (TYP.)14' (TYP.) 14' (TYP.) 123 10'10'10'10'PR. GUARDRAILEND TERMINAL(VDOT GR-MGS2) PR. GUARDRAIL (VDOT GR-MGS1)LIGHT POLE (TYP.) WALL MOUNTED LIGHT (TYP.) 1-12"X8" TEESPRINKLER 66" PRIVATE HYDRANT6" PRIVATE HYDRANT12" PRIVATE FIRE MAIN12" PRIVATE FIRE MAIN 8" PRIVATE W/LNOTE: 1. ALL CURB RADIUS ARE 4.5' UNLESS NOTED. 2. SEE SHEET 2 FOR FIRE LANE SIGNAGE DETAILS. 3. ALL PRIVATE FIRE HYDRANTS SHALL BE PAINTED PER FREDERICK COUNTY FIRE MARSHAL'S AND FREDERICK WATER'S REQUIREMENTS. 151 145 158156154146 159157155 159A157A155A147144A 153 48" STM48" STM48" STM48" STM48" STM 48" STM48" STM 15"STM15"STM15"STM15"STM24" STM24" STM 48" STM 12" STM12" STM12" STM12" STM12" STM12" STM12" STM 12" STM12" STM12" STM 12" STM12" STM12" STM12" STM12" STM 12" STM12" STM12" STM 12" STM12" STM12" STM12" STM12" STM12" STM12" STM12" STM15" STM12" STM12" STM12" STM15" STM12" STM12" STM12" STM15" STM144C RD6RD5 144B RD7 145A 145B RD8 RD9 146A 146B RD10 RD11 154A 154B RD12 RD13 155B 155C RD14 RD16 156B156A RD15 RD17 157B 157C RD18 RD19 158A 158B RD20 RD21 159B 47+0048+0049+0050+0051+0052+0053+0054+0055+00 SITE PLAN AND UTILITY PLAN17 C-CS-101.DWG C-CS-101 1" = 30'N/A GORDON J. MARRONE J. MARRONE P. LAZAREVICH13405/26/2209/20/2210/27/22FREDERICK WATER, FIRE MARSHAL, COUNTY, & WRAA COMMENTSFC & FW COMMENTSFREDERICK WATER & VDOT COMMENTSGRAPHICAL SCALE: 1" = 30' 30 15 0 30 60 90 Gordon4501 Daly DriveChantilly, VA 20151Phone: 703-263-1900www.gordon.us.comPROGRAMMING AND PLANNINGCIVIL ENGINEERINGLANDSCAPE ARCHITECTURESURVEY AND MAPPINGSECURITY CONSULTINGREVISIONS NUMBER DATE DESCRIPTIONSEAL: NUMBER: NCS: CADD: JOB: PLAN: HORIZ: VERT: Gordon SCALE: DATE: SUR: DRW: DES: CHK: 95 3088-0104 (SP) #14-22 JANUARY 2022 MATCH LINE SEE SHEET 14 MATCH LINE SEE SHEET 18MATCH LINE SEE SHEET 16 GRID NO RT H VIRGINI A ST AT E N 7 1 0 3 4 7 6 E 11584917N 7 1 0 2 8 1 6E 11584582N 7 1 0 2 6 0 7E 11585007N 7 1 0 3 2 7 2E 11585343XXX13+00 14+0015+0016+00PT=18+10.74P R C = 1 5 + 0 3 . 6 1 KEX. EX. 8" SAN S E W 15EX. 15AEX. 13AEX. 14EX. 13EX. 12BEX. 12AEX. 12EX. 11EX. 10EX. EX. 3 0 " S T M EX. 30" STMEX. 30" STM EX. 30" STM E X . 4 2 " S TM E X . 1 5 " S T M EX. 15" STMEX . 1 5 " S T M E X . 1 5 " S T M EX. 2 4 " S T M EX. 42" STM11DEX. 16EX.EX. 24" STM 11BEX. 11AEX.EX 45"x29" STMEX. 30 " STM 80EX. 80AEX. 11CEX.EX 45"x29" STMEX. 6" STM 18DEX.EX. 8" SAN SEWEX. 36" STMEX. 36" STM EX. 36" STM 8EX.8BEX.EX. CG-2EX. CG-6EX. CG-2EX. CG-6EX. R.O.W.EX. SIGHT DISTANCE EASEMENT EX. 12' POND ACCESS ROADEXPOND 3A COVERST O N E D RI V E VARIABLE WI D T H P U B LI C RI G H T- O F- W A Y60'70'60'60'70'60'24'24'CG-6 CG-6R CG-6 CG-6R CG-6 CG-6CG-6 CG-6 CG-6R CG-6RCG-650'R 74'R 5' R 30'R25'R49'R10 ' R 10'R10' R10'R30'25'25'CG-2 CG-2CG-6RCG-6RCG-6RCG-6R6' SIDEWALK6' SIDEWALKCG-6 CG-6R CG-6 CG-6CG-6CG-6CG-6CG-2 CG-2 CG-2 CG-2 CG-2 CG-6RCG-6RCG-6R5'R5'R 5'R 5'R 5'R5'R5'R 5'R5'R10' R10'R150'R120'R66'R5'R5'R 108'R30' 30' 30' 3 0 ' 24' 22'24' 24' 24'22'24'24'24'22' 20' (TYP.)9'(TYP.)20' (TYP.)9'(TYP.)20' (TYP.)9'(TYP.)PROPOSED RETAINING WALL W/ HANDRAILS "DESIGN BY OTHERS" 1-12"X6" TEE1-6" VALVE1-FH 1-45°BEND 1-45° BEND1-12"X6" TEE1-6" VALVE1-FH 1-12"X6" TEE1-6" VALVE1-FHCG-12B HC RAMP #9 1631.00'631.50'HC SIGN (TYP.) PR. WHEEL STOP (TYP.)361818922772418182215APPROX. LOCATION OF FUTURE SECURITY FENCE12' (TYP.) 12' (TYP.) 14' (TYP.)14' (TYP.) 30 8 . 5 5 '10'10'10'10'PR. GUARDRAIL (VDOT GR-MGS1) PR. GUARDRAIL (VDOT GR-MGS1) ADA PATH TO BUILDING APPROX. LOCATION OF FUTURE 42' SECURITY GATE PR. GUARDRAILEND TERMINAL(VDOT GR-MGS2) PR. GUARDRAIL (VDOT GR-MGS1) PROPOSED BOLLARD (TYP.) (SEE FREDERICK WATER DETAIL) FIRE LANE STRIPING (TYP.) STOP SIGN (TYP.) WALL MOUNTED LIGHT (TYP.) LIGHT POLE (TYP.) 1-12"X8" TEE1-12"X8" TEE SPRINKLER 5SPRINKLER 812" PRIVATE FIRE MAIN 12" PRIVATE FIRE MAIN 8" PRIVATE W/L8" PRIVATE W/LNOTE: 1. ALL CURB RADIUS ARE 4.5' UNLESS NOTED. 2. SEE SHEET 2 FOR FIRE LANE SIGNAGE DETAILS. 3. ALL PRIVATE FIRE HYDRANTS SHALL BE PAINTED PER FREDERICK COUNTY FIRE MARSHAL'S AND FREDERICK WATER'S REQUIREMENTS. 1-12" VALVE 164A 164 166 165 166B 170A 166A 169 168 170 162160161159 165A 163 161A159A 42" STM42" STM42" STM15" STM48" STM48" STM 48" STM48" STM 48" STM48" STM48" STM 1 5 " S T M 15"STM15"STM15" STM15" STM15" STM 12" STM12" STM12" STM 12" STM12" STM12" STM12" STM12" STM12" STM12" STM12" STM 12" STM12" STM12" STM12" STM 12" STMRD21 159B 159C RD22 RD23 160A 160B RD24 RD25 161B 161C RD26 RD27 162A 162B RD28 38+0039+0040+0041+0042+0043+0044+0045+0046+00 PI=41+23.35 A B C A B B C A B B B B D D A C C A C A C A D D B A B SITE PLAN AND UTILITY PLAN18 C-CS-101.DWG C-CS-101 1" = 30'N/A GORDON J. MARRONE J. MARRONE P. LAZAREVICH13405/26/2209/20/2210/27/22FREDERICK WATER, FIRE MARSHAL, COUNTY, & WRAA COMMENTSFC & FW COMMENTSFREDERICK WATER & VDOT COMMENTSGRAPHICAL SCALE: 1" = 30' 30 15 0 30 60 90 Gordon4501 Daly DriveChantilly, VA 20151Phone: 703-263-1900www.gordon.us.comPROGRAMMING AND PLANNINGCIVIL ENGINEERINGLANDSCAPE ARCHITECTURESURVEY AND MAPPINGSECURITY CONSULTINGREVISIONS NUMBER DATE DESCRIPTIONSEAL: NUMBER: NCS: CADD: JOB: PLAN: HORIZ: VERT: Gordon SCALE: DATE: SUR: DRW: DES: CHK: 95 3088-0104 (SP) #14-22 JANUARY 2022 MATCH LINE SEE SHEET 15 MATCH LINE SEE SHEET 17 N 7 1 0 1 7 4 3E 11582884N 7 1 0 0 8 8 1 E 11584593N 7 1 0 2 9 3 5E 11585650N 7 1 0 4 2 6 0E 11584128GRID NO RT H VIRGINI A ST AT E TAX MAP NO. 64-A-79 DB. 659 PG. 175 DB. 800 PG. 1693 INSTR. #070015617 ZONED: RA OHWOHWOHWOHWOHWOHWOHWOHWOHWOHWMILLWOOD PIKE - US ROUTE 50/17VARIABLE WIDTH PUBLIC RIGHT-OF-WAYX1 6 XX XXGxSSSSSSSSSSSSSSSSSSSSSSSSSSEX.86EX.85EX.84EX.83EX.82EX.81EX.80A1 0 " P V C 6'X6' BOX CULVERT 6'X6' BOX CULVERT27" CMP27" CMP 33" CMP 33" CMP INV=642.24'27" CMP INV=641.34'33" CMP INV=635.29'27" CMP INV=635.69'24" CMP INV=635.64'24" CMP INV=635.62'33" CMP INV=647.99'INV=629.58'INV=625.17'EX. CONCRETEHEADWALLEX. CONCRETEHEADWALLCONC. POND OUTFALLSTRUCTURE REMAINS(SEE PICTURES)EX.11EX.10EX.6EX.7EX.8EX.924" RCPSINKHOLE(SEE PICTURES)EX.6A36" CMPEX. ELECTRICTRANSFORMEREX. ELECTRIC VAULTXXXEX. RIP-RAP COVERED WITH CONCRETEEX. CONCRETEEX. CONC. DITCHEX. EDGE OF PAVEMENTFMSSG APPROX. LOCATION24" CMPAPPROX LOCATION OF 30" CMPEX.12INV=635.39 3'H X 6'W BOX CULVERTEX. CONCRETE HEADWALL30" CMP3'H X 6'W BOX CULVERTTRANSITIONS TO 30" CMP UNDERGROUNDEX.80EX.PSEX. CONC. DITCH EX. 12" W /L(WM "D")QUAD 8'(W)X4'(H)BOX CULVERTCOVERSTONE DR I V E VARIABLE WIDTH P U B L I C R I G H T - O F - W A YCOVERSTONE DRIVEVARIABLE WIDTH PUBLIC RIGHT-OF-WAYEXPOND 2 EXPOND 3A EXPOND 1 EXPOND 3B 5 44 5 97 6 47 5 51 9 60 8 18 6 26734 8 02 8 95 12 20 13 56 12 65 11 91134011831228 14 47 ?????? 14 82 EX. 12" W /L(WM "D")QUAD 8'(W)X4'(H)BOX CULVERTCO CO CO C O 75' BUILDING SET B A C K 25' PARKING SET B A C K75' BUILDING SETBACK25' PARKING SETBACKPROPOSED PROPERTY LINE PER PENDING BLA 75' BUILDING SETBACK25' PARKING SETBACK25' BUILDING SETBACK 5' PARKING SETBACK 25' BUILDING SETBACK 5' PARKING SETBACK 708 GRADING PLAN - OVERALL KEY MAP19 C-CG-101.DWG C-CG-101 1" = 100'N/A GORDON J. MARRONE J. MARRONE P. LAZAREVICH GRAPHICAL SCALE: 1" = 100' 100 50 0 100 200 300 SHEET 25 SHEET 22 SHEET 23 SHEET 24 SHEET 21SHEET 20 Gordon4501 Daly DriveChantilly, VA 20151Phone: 703-263-1900www.gordon.us.comPROGRAMMING AND PLANNINGCIVIL ENGINEERINGLANDSCAPE ARCHITECTURESURVEY AND MAPPINGSECURITY CONSULTINGREVISIONS NUMBER DATE DESCRIPTIONSEAL: NUMBER: NCS: CADD: JOB: PLAN: HORIZ: VERT: Gordon SCALE: DATE: SUR: DRW: DES: CHK: 95 3088-0104 (SP) #14-22 JANUARY 2022 GRID NO RT H VIRGINI A ST AT E N 7 1 0 2 1 6 5E 11583584N 7 1 0 1 5 5 7E 11583279N 7 1 0 1 3 6 6E 11583659N 7 1 0 1 9 7 4E 11583964N46°37'15"W 691.41'N46°37'15"W 691.41'N46°37'15"W185.13'N42°02'49"W150.48'C145+0046+0047+0048+0049+0050+0051+0052+0043AEX. 43EX. 41BEX.41EX. 38EX. 39BEX. 39EX. 39AEX. 39DEX. EX. 18" STM EX. 24" STMEX. 30" STMEX. 36" STMEX. 15" STMEX. 21" S T M EX. 15" STMEX. 15" STM EX. 15" STMEX. 15" STMEX. 24" STM EX. 24" STMEX. 15" S T M EX. 2 4 " S T M EX. 12" W/L (WM "B")21+0022+0023+0024+0025+0026+0027+0028+00EX. 12" W / L ( W M " F " ) 42EX. 43FEX. 43BEX. 44EX. E X . 1 5 " S TM 43EEX.EX. 15" STM 43C 42AEX. 40EX.EX. 30" STM41AEX. G5EX. EX. 8" SA N S E W G4EX. 43GEX.EX. 15" STMEX. 34' F R E D E R I C K WATER E A S E M E N T EX. 20' FREDERICKWATER EASEMENTEX. R.O.W.EX. CG-6EX. CG-6EX. 17' SHARED USETRAIL EASEMENTTAX MAP NO. 64-A-79 DB. 659 PG. 175 DB. 800 PG. 1693 INSTR. #070015617 ZONED: RA EX. CG-6EX. CG-6EX. CG-2EX. CG-2EX. CG-6EX. 12' P O N D A C C E S S R O A D EX. 10' SHARED USETRAILEX. 17' SHARED USETRAIL EASEMENTCOVERSTONE DRIVEVARIABLE WIDTH PUBLIC RIGHT-OF-WAYEX. 20' F R E D E R I C K WATER E A S E M E N T 7 5 ' R 75'R EX. CG-6 EX . C G - 6 12 20 13 56 12 65 11 91 13 40 11 83 12 28 14 47 ?????? 14 82 43AEX. 43EX. 41BEX.41EX. 38EX. 39BEX. 39EX. 39AEX. 39DEX. EX. 18" STM EX. 24" STMEX. 30" STMEX. 36" STMEX. 15" STMEX. 21" S T M EX. 15" STMEX. 15" STM EX. 15" STMEX. 15" STMEX. 24" STM EX. 24" STMEX. 15" S T M EX. 2 4 " S T M EX. 12" W/L (WM "B")21+0022+0023+0024+0025+0026+0027+0028+00EX. 12" W / L ( W M " F " ) 42EX. 43FEX. 43BEX. 44EX. E X . 1 5 " S TM 43EEX.EX. 15" STM 43C 42AEX. 40EX.EX. 30" STM41AEX. G5EX. EX. 8" SA N S E W G4EX. 43GEX.EX. 15" STMC O 12" SAN SEW 121 120 122 119 117 118 128127126125124 36" STM36" STM36" STM36" STM36" STM 42" STM42" STM42" STM42" STM42" STM42" STM15" STM 121A 123 42" STM 8" SAN SEW G3 TOP=711.61 TOP=711.40 TOP=709.50 TOP=708.40 TOP=709.00 TOP=707.80 TOP=707.80TOP=707.80TOP=707.80TOP=707.80 TOP=709.31 TOP=707.80 TOP=710.20 12" STM12" STM12" STM12" STM12" STM12 " S T M 12" STM121B RD56 RD55 RD54 RD53 RD52 RD5115" STM122A TOP=707.80 75' BUILDING SETBACK25' PARKING SETBACK75' BUILDING SETBACK25' PARKING SETBACK6" PRIVATE HYDRANTPROPOSED PROPERTY LINE PER PENDING BLA 20' FREDERICK WATER EASEMENT F.D.C. 25' BUILDING SETBACK 5' PARKING SETBACK LIGHT POLE (TYP.) WALL MOUNTED LIGHT (TYP.) 20' FREDERICK WATER EASEMENT 8" PRIVATE W/L12" W/L (WM "A")SPRINKLER 112" PRIVATE FIRE MAIN12" PRIVATE FIRE MAIN 11 83 TC 12 65 TC 12 40 TC 12 80 TC 13 10 TC 13 70 TC1420 TC 13 70 TC 13 70 TC 14 30 TC 13 40 TC 13 30 TC 13 30 TC 11 20 TC 11 20 TC 10 80 TC 10 90 TC 11 00 TC 10 30 TC 10 30 TC 10 10 TC 10 00 TC1010 TC 9 30 TC 08 41 TC 08 68 TC 11 50 TC 11 43 TC 11 50 TC 12 25 TC 12 36 TC 12 25 TC1000 TC 9 90 TC 10 00 TC 10 80 TC 10 90 TC 10 80 TC 10 99 TC 10 89 TC 11 08 TC 12 09 TC 12 21 TC1207 TC 11 70 TC 12 12 TC 12 50 TC 12 60 TC 13 10 TC13 70 12 86 TC 12 68 TC 12 38 TC 12 12 TC 12 11 TC1201 TC 11 85 TC 11 61 TC 11 60 12 10 TC 12 19 TC 12 24 TC 12 29 TC 13 70 13 70 13 33 TC 13 48 TC 13 70 13 20 TC 13 10 TC 13 20 TC 13 40 TC 13 40 TC 13 701350 TC 13 40 TC 13 40 TC 13 60 13 70 13 45 TC 13 60 13 701345 TC 13 70 13 70 13 45 TC 13 45 TC 13 60 13 70 13 40 TC 13 60 13 70 13 60 13 70 13 70 09 70 09 70 09 49 13 70 09 70 09 70 09 49 08 50 09 70 09 09 49 08 500950 TC 09 00 TC 08 50 08 50 08 50 08 50 08 0808080808 08 0807801015 TC 09 10 TC 09 06 TC 10 34 TC 10 34 TC 08 50 08 50 10 34 TC 08 50 08 50 08 50 10 19 TC 10 00 TC 09 39 TC 09 69 TC 09 60 TC 09 39 TC0889 TC 08 61 TC 08 40 TC 09 00 TC 39 13 70 09 70 13 70 710 712 7 1 0 712 712710712710708 712 714 716 718 708 708 70870870870813 20 TC 13 10 TC 13 10 TC13 20 TC 08 08 09 70 TC 12 31 12 50 12 50 12 50 12 7612351180126312781341 13 58 13 36 13 14 13 20 14 80 13 18 TC PR. 10-YR WSEL=707.94 PR. 10-YR WSEL=707.94 PR. 10-YR WSEL=707.94 PR. 10-YR WSEL=707.94 PR. 10-YR WSEL=707.94710712714 PR. 10-YR WSEL=707.91 13 46 71 2 71471411 20 TC 9 00 8 00 7 40 11 40 TC LIMITS OF CLEARING AND GRADING LIMITS OF CLEARINGAND GRADINGLIMITS OF CLEARINGAND GRADINGGRADING PLAN20 C-CG-101.DWG C-CG-101 1" = 30'N/A GORDON J. MARRONE J. MARRONE P. LAZAREVICH GRAPHICAL SCALE: 1" = 30' 30 15 0 30 60 90 Gordon4501 Daly DriveChantilly, VA 20151Phone: 703-263-1900www.gordon.us.comPROGRAMMING AND PLANNINGCIVIL ENGINEERINGLANDSCAPE ARCHITECTURESURVEY AND MAPPINGSECURITY CONSULTINGREVISIONS NUMBER DATE DESCRIPTIONSEAL: NUMBER: NCS: CADD: JOB: PLAN: HORIZ: VERT: Gordon SCALE: DATE: SUR: DRW: DES: CHK: 95 3088-0104 (SP) #14-22 JANUARY 2022 MATCH LINE SEE SHEET 23 MATCH LINE SEE SHEET 21 GRID N O RT H VIRGINI A ST AT E N 7 1 0 2 9 2 9E 11583968N 7 1 0 2 3 2 1E 11583663N 7 1 0 2 1 3 0E 11584043N 7 1 0 2 7 3 8E 11584347EX. 12' POND ACCESS ROADEX. 12' POND ACCESS ROAD G1 H G 8" SAN SEW12" SAN SEW C O 4" L A T ( T Y P ) 12" SAN SEW133 186 189 188 187 185 184 183136135134132131130129128 15" STM 24" STM 24" STM 30" STM 30" STM 30" STM 30" STM 15" STM24" STM30" STM30" STM30" STM30" STM30" STM36" STM36" STM G2 TOP=707.80 TOP=707.80TOP=707.80 TOP=707.80 TOP=707.80 TOP=707.80 TOP=707.80 TOP=707.80 TOP=707.80TOP=707.80TOP=707.80 TOP=707.80TOP=707.80 TOP=707.80TOP=707.80 TOP=707.80 TOP=707.80 12" STM12" STM12" STM12" STM12"STM12" STM12" STM12" STM12" STM12" STM12" STM12" STM12" STM12" STM12" STM12" STMRD52 RD51 RD50 RD49 RD48 RD47 RD46 RD45 RD44 RD43 RD42 RD41 RD40 RD39 RD38 RD37 RD36 12" STM 15" STM188A188BC O 25' PRE BLAST AREA (TYP.) 12" PRIVATE FIRE MAIN PROPOSED PROPERTY LINE PER PENDING BLA PROPOSED PROPERTY LINE PER PENDING BLA 20' FREDERICK WATER EASEMENT20' FREDERICK WATER EASEMENT 20' FREDERICK WATER EASEMENT 20' FREDERICK WATER EASEMENT 25' BUILDING SETBACK 5' PARKING SETBACK 25' BUILDING SETBACK 5' PARKING SETBACK PROPOSED POWER TRANFORMER (SEE MEP PLANS FOR DETAILS)PROPOSED DUMPSTER ENCLOSED (SEE ARCHITECTURAL PLANS FOR DETAILS) FREDERICK WATER EASEMENT LIGHT POLE (TYP.) WALL MOUNTED LIGHT (TYP.) 12" W/L (WM "A")12" W/L (WM A")SPRINKLER 26" PRIVATE HYDRANT6" PRIVATE HYDRANT12" PRIVATE FIRE MAIN 8" PRIVATE W/L12" W/L (WM B")12" PRIVATE W/L25' PRE BLAST AREA (TYP.) 09 70 09 70 09 49 08 50 09 70 09 70 09 49 08 50 09 70 09 70 09 49 08 50 09 70 09 70 09 49 08 50 09 70 09 70 09 49 08 50 09 70 09 70 09 49 08 50 09 70 09 70 09 49 08 50 09 70 09 70 09 49 08 50500850085008500850085008500850 08 49 08 0808080808080808080808080808080808 08 08 08 08080808080808080808080808 10 34 TC 08 50 10 34 TC 08 50 08 50 10 34 TC 08 50 08 50 10 34 TC 08 50 08 50 10 34 TC 08 50 08 50 10 34 TC 08 50 08 50 10 34 TC 08 50 08 50 10 34 TC 08 50 08 50 08 50 08 50 10 34 TC 13 701370 13 70 13 70 13 70 13 70 13 70 13 7010201020 720 712 714 716 718 708708712 708708708708708708708708708708 708708708708 09 30 TC 09 37 TC 09 30 TC 09 30 TC0931 TC 08 87 TC 9 70 TC 10 20 TC 08 80 09 04 09 59 09 04 09 59 PR. 10-YR WSEL=707.94 PR. 10-YR WSEL=707.94 PR. 10-YR WSEL=707.94 PR. 10-YR WSEL=707.94 PR. 10-YR WSEL=707.94 PR. 10-YR WSEL=707.94 PR. 10-YR WSEL=707.94 PR. 10-YR WSEL=707.94 PR. 10-YR WSEL=707.94 PR. 10-YR WSEL=707.94PR. 10-YR WSEL=707.94 PR. 10-YR WSEL=707.94 PR. 10-YR WSEL=707.94 PR. 10-YR WSEL=707.94 710 LIMITS OF CLEARING AND GRADING LIMITS OF CLEARING AND GRADING GRADING PLAN21 C-CG-101.DWG C-CG-101 1" = 30'N/A GORDON J. MARRONE J. MARRONE P. LAZAREVICH GRAPHICAL SCALE: 1" = 30' 30 15 0 30 60 90 Gordon4501 Daly DriveChantilly, VA 20151Phone: 703-263-1900www.gordon.us.comPROGRAMMING AND PLANNINGCIVIL ENGINEERINGLANDSCAPE ARCHITECTURESURVEY AND MAPPINGSECURITY CONSULTINGREVISIONS NUMBER DATE DESCRIPTIONSEAL: NUMBER: NCS: CADD: JOB: PLAN: HORIZ: VERT: Gordon SCALE: DATE: SUR: DRW: DES: CHK: 95 3088-0104 (SP) #14-22 JANUARY 2022 MATCH LINE SEE SHEET 24 MATCH LINE SEE SHEET 22MATCH LINE SEE SHEET 20 GRID NO RT H VIRGINI A ST AT EN 7 1 0 3 6 9 3 E 11584351N 7 1 0 3 0 8 5E 11584046N 7 1 0 2 8 9 5E 11584426N 7 1 0 3 5 2 5E 11584692CEX. BEX. EX. 12" SAN SEW EX. 12" SAN SEW EX. 12' POND ACCESS ROAD EX. 20' FREDERICK WATER EASEMENTCEX. BEX. EX. 12" SAN SEW EX. 12" SAN SEW H G E C1 12" SAN SEW8" SAN SEW12" SAN SEW 12" SAN SEW C O4" LAT (TYP)173D 180 173C 183 173B 172A 173A 171A 170A 179 178 173 172 171 170 177 176 174 175 30" STM 30" STM 36" STM 36" STM 42" STM 42" STM 42" STM 42" STM42" STM42" STM42" STM42" STM15" STM 15" STM15" STM15" STM 15" STM 15" STM 15" STM 12" SAN SEW36" STM 182 181 ???" STMDTOP=709.82 TOP=707.26 TOP=708.16 TOP=707.80 TOP=707.30 TOP=707.12 TOP=707.12 TOP=707.12 TOP=707.12 TOP=706.30 TOP=706.30 TOP=706.00 TOP=706.00 TOP=706.00 TOP=706.00 TOP=705.71 TOP=703.81 TOP=702.88 TOP=702.15 TOP=707.80TOP=707.80 12" STM 15" STM12" STM12" STM12" STM12" STM12" STM12" STM 12" STM12" STM 12" STM18" STMRD36 RD35 RD34 179B RD33 179A RD32 178A178C RD31 RD30 RD29 178B 12" SAN SEW F TOP=708.40 TOP=709.10 12" SAN SEWC2 25' PRE BLAST AREA (TYP.) 20' FREDERICK WATER EASEMENT PROPOSED PROPERTY LINE PER PENDING BLA 20' FREDERICK WATER EASEMENT 20' FREDERICK WATER EASEMENT 20' FREDERICK WATER EASEMENT 25' BUILDING SETBACK 5' PARKING SETBACK 25' BUILDING SETBACK5' PARKING SETBACKLIGHT POLE (TYP.) WALL MOUNTED LIGHT (TYP.)SPRINKLER 3SPRINKLER 46" PRIVATE HYDRANT12" PRIVATE FIRE MAIN 12" PRIVATE FIRE MAIN8" PRIVATE W/L8" PRIVATE W/L12 40 TC 12 50 TC 12 60 TC 12 80 TC 13 18 TC 13 25 TC 12 50 TC 12 20 TC 12 40 TC 10 30 TC 10 10 TC1050 TC 10 30 TC1040 TC 09 00 TC 08 93 TC 06 40 TC 07 70 TC 12 03 TC 10 98 TC 12 03 TC 12 17 TC 12 03 TC 10 99 TC 10 85 TC1099 TC 12 03 TC 12 16 TC 12 02 TC 10 97 TC 10 84 TC1098 TC 11 84 TC 11 96 TC 11 83 TC 10 84 TC 10 72 TC 10 85 TC 09 70 09 70 09 70 09 49 08 50 09 70 09 70 09 49 08 50 09 70 09 70 09 49 08 5008490850 08 080808 08 50 10 34 TC 06 30 TC 06 90 TC 06 30 TC 06 80 TC 02 40 TC 08 50 07 10 07 10 02 60 TC 03 60 TC 06 70 TC 06 00 TC 06 00 TC 06 13 TC 05 60 TC1000 TC 50 08 30 TC 08 30 TC 08 50 TC 08 30 TC 08 30 TC 08 50 TC 08 30 TC 08 30 TC 08 50 TC 08 30 TC 07 70 TC 08 50 TC 08 00 TC 08 00 TC 07 42 TC 08 10 TC 06 00 TC 06 70 TC 11 43 TC 11 50 TC 11 40 TC 010 36 TC 010 27 TC 010 41 TC 06 70 TC 13 25 TC 09 70 13 70 13 70 13 60 08 50 13 70 09 41 TC 09 13 TC 09 30 TC0961 TC 09 80 TC 09 55 TC 09 36 TC 09 49 TC 09 49 TC0987 TC 09 86 TC 010 00 TC 09 36 TC 09 49 TC 09 49 TC0987 TC 09 87 TC 010 00 TC 09 36 09 49 TC0987 TC 07 70 TC 08 10 TC 07 13 TC 07 69 TC 07 00 TC0760 TC 07 00 TC0760 TC 07 50 TC0800 TC 07 00 TC0760 TC 07 90 TC 07 42 TC 08 00 TC 07 90 TC 07 42 TC0810 TC 13 50 TC1370 13 48 TC1370 13 18 TC1370 13 70 13 60 13 70 13 60 13 70 13 70 13 70 13 60 13 70 13 60 13 20 TC 13 10 TC 13 20 TC1340 TC 13 40 TC 13 45 TC 13 20 TC 13 10 TC 13 10 TC 13 20 TC 13 45 TC 13 70 13 70 13 70 13 40 13 40 06 50 TC 7 0 4 706 708708 708708 7067 0 6 7067 0 67067 0 6 7067 0 6710712700702704 712 710 706 708 712 708 08 08 08 15 08 00 08 50 07 80 12 50 12 50 12 50 07 80 07 100710 07 80 08 50 04 50 08 69 07 26 TC 05 71 TC 03 81 TC 02 16 TC PR. 10-YR WSEL=707.90 PR. 10-YR WSEL=707.94PR. 10-YR WSEL=707.94 LIMITS OF CLEARING AND GRADING LIMITS OF CLEARING AND GRADING LIMITS OF CLEARING AND GRADING GRADING PLAN22 C-CG-101.DWG C-CG-101 1" = 30'N/A GORDON J. MARRONE J. MARRONE P. LAZAREVICH GRAPHICAL SCALE: 1" = 30' 30 15 0 30 60 90 Gordon4501 Daly DriveChantilly, VA 20151Phone: 703-263-1900www.gordon.us.comPROGRAMMING AND PLANNINGCIVIL ENGINEERINGLANDSCAPE ARCHITECTURESURVEY AND MAPPINGSECURITY CONSULTINGREVISIONS NUMBER DATE DESCRIPTIONSEAL: NUMBER: NCS: CADD: JOB: PLAN: HORIZ: VERT: Gordon SCALE: DATE: SUR: DRW: DES: CHK: 95 3088-0104 (SP) #14-22 JANUARY 2022 MATCH LINE SEE SHEET 25MATCH LINE SEE SHEET 21 GRID NO RT H VIRGINI A ST AT E N 7 1 0 1 8 9 6E 11584121N 7 1 0 1 2 8 8E 11583816N 7 1 0 1 0 1 4E 11584191N 7 1 0 1 6 8 9E 11584542N46°37'15"W 691.41'N46°37'15"W 691.41'3 9 + 0 040+0041+0042+0043+0044+0045+00PT=43+0 0 . 7 6 36EX. 37EX. 36AEX. 34CEX. 34BEX. 38EX. 39BEX. 39 39AEX.EX. 36" STMEX. 36" STME X . 3 6 " S TM EX. 36" STMEX. 36" STM EX. 15" STMEX. 21" S T M EX. 15" STMEX. 15" STM EX. 15" STM EX. 15" STMEX. 3 0 " S T M EX. 36" STME X . 3 0 " S T M EX. 12" W/L (WM "B")1 5 + 0 016+0017+0018+0019+0020+0021+00E X . 1 2 " W / L (W M " B " ) 35EX. 35BEX. 35AEX.EX. 15" STM36CEX. 34AEX. 34EX. 36BEX. E X . 1 5 " S T M EX. 15" STM36DEX.EX. S IGHT D ISTANCE EASEMENTEX. R.O.W.EX. R.O.W.EX. CG-6EX. CG-2EX. CG-2EX. CG-6EX. CG -6EX. CG-6EX. CG-2EX. CG-2EX. 10' SHARED USETRAILEX. 1 2 ' P O N D A C C E S S R O A D TAX MAP NO. 64-A-79 DB. 659 PG. 175 DB. 800 PG. 1693 INSTR. #070015617 ZONED: RA EX. 20' FREDERICKWATER EASEMENTEX. 17' SHARED USETRAIL EASEMENTCOVERSTONE DRIVEVARIABLE WIDTH PUBLIC RIGHT-OF-WAYEXPOND 275'R75'R 5 44 5 97 6 47 5 51 9 60 8 18 6 26 7 34 8 02 8 95 36EX. 37EX. 36AEX. 34CEX. 34BEX. 38EX. 39BEX. 39 39AEX.EX. 36" STMEX. 36" STME X . 3 6 " S TM EX. 36" STMEX. 36" STM EX. 15" STMEX. 21" S T M EX. 15" STMEX. 15" STM EX. 15" STM EX. 15" STMEX. 3 0 " S T M EX. 36" STME X . 3 0 " S T M EX. 12" W/L (WM "B")1 5 + 0 016+0017+0018+0019+0020+0021+00E X . 1 2 " W / L (W M " B " ) 35EX. 35BEX. 35AEX.EX. 15" STM36CEX. 34AEX. 34EX. 36BEX. E X . 1 5 " S T M EX. 15" STM36DEX. 116 140 115 113 114 112 141 143142 144 111 144A 110 42" STM42" STM42" STM42" STM42" STM42" STM48" STM24" STM30" STM30" STM 30" S T M 36" ST M 36" STM 15"STM15"STM142A TOP=708.40 TOP=708.39 TOP=707.31 TOP=707.76 TOP=708.00 TOP=706.95 TOP=708.62 TOP=705.79TOP=705.96 TOP=705.79 TOP=704.40 TOP=703.32 INV=688.00 TOP=703.42 12" STM12" STM12" STM15" STM12" STM12" STM12" STM15" STM12" STM12" STM12" STM15" STMRD1 RD2 RD3 143A 141A 141B RD4 143B 144C RD6RD5 144B TOP=708.10 TOP=709.10 TOP=709.1075' BUILDING SETBACK25' PARKING SETBACK28' CL I RIP RAP DEPTH = 2.5' LIGHT POLE (TYP.) WALL MOUNTED LIGHT (TYP.)SPRINKLER 76" PRIVATE HYDRANT12" PRIVATE FIRE MAIN 12" PRIVATE FIRE MAIN 8" PRIVATE W/L10 TC 10 00 TC1010 TC 08 40 TC 09 50 TC 09 00 TC 09 20 TC 09 60 TC 10 80 TC 10 70 TC 10 40 TC 10 40 TC 10 30 TC 07 50 TC 06 26 TC 06 14 TC 06 42 TC 06 70 TC 06 90 TC 06 70 TC 07 00 TC 07 10 TC 07 10 TC 06 90 TC 06 07 TC 05 77 TC 05 55 TC 05 44 TC 05 35 TC 05 10 TC 04 40 TC 08 60 TC 09 37 TC 10 15 TC 09 70 TC 10 06 TC 09 50 TC 08 65 TC 05 40 TC 06 60 TC 03 90 TC 04 70 TC 05 00 TC 06 27 TC 05 80 TC 08 41 TC 08 68 TC 07 80 TC 07 90 TC 08 00 TC 08 20 TC 08 40 TC 08 30 TC 09 20 TC 09 20 TC 09 20 TC 010 20 TC 010 30 TC 010 10 TC 10 95 TC 10 90 TC 11 04 TC 11 74 TC 11 80 TC 11 65 TC 11 35 TC 11 23 TC 11 31 TC 12 09 TC 12 21 TC1213 TC0976 TC 09 64 TC 09 72 TC 10 49 TC 10 61 TC 10 53 TC 11 50 TC 11 43 TC 11 TC 12 TC 12 36 TC 12 25 TC1000 TC 9 90 TC 10 TC 10 TC 10 90 TC 10 80 TC 13 70 13 45 TC 13 45 TC 13 60 13 70 13 40 TC 13 60 13 70 13 50 TC 13 70 13 10 TC 12 90 TC 13 10 TC 13 40 TC 13 40 TC 13 48 TC 13 70 13 33 TC 13 70 13 18 TC 13 70 13 60 13 70 13 70 09 70 09 70 13 70 11 90 TC 11 70 TC1150 TC 11 30 TC 10 90 TC 08 93 TC 08 93 TC 9 00 11 00 TC 11 15 TC 11 20 TC 11 10 TC 10 50 TC 10 70 TC 10 10 TC 09 70 09 49 09 70 13 70 09 70 09 49 09 70 13 70 09 09 49 03 80 TC 06 27 TC 04 60 TC 07 10 07 10 07 10 08 50 08 50 08 50 08 50 06 85 TC0685 TC0685 TC 07 77 TC 07 50 TC 07 43 TC 08 30 TC 08 35 TC 08 40 TC 08 48 TC 08 30 TC 08 00 TC 08 23 TC 08 51 TC 08 69 TC 08 39 TC 06 20 TC 708 7 08 7 1 0 7127 0 6 702 70 4 70 6 7 0 8 710 712 708 700 702 704 704 704 70408 90 13 10 TC13 20 TC 12 50 12 50 08 44 07 78 06 90 06 54 06 86 06 35 05 82 07 24 10 22710708 71270670811 02 11 49 9 00 7 40 07 31 TC LIMITS OF CLEARING AND GRADING LIMITS OF CLEARING AND GRADINGLIMITS OF CLEARINGAND GRADINGGRADING PLAN23 C-CG-101.DWG C-CG-101 1" = 30'N/A GORDON J. MARRONE J. MARRONE P. LAZAREVICH GRAPHICAL SCALE: 1" = 30' 30 15 0 30 60 90 Gordon4501 Daly DriveChantilly, VA 20151Phone: 703-263-1900www.gordon.us.comPROGRAMMING AND PLANNINGCIVIL ENGINEERINGLANDSCAPE ARCHITECTURESURVEY AND MAPPINGSECURITY CONSULTINGREVISIONS NUMBER DATE DESCRIPTIONSEAL: NUMBER: NCS: CADD: JOB: PLAN: HORIZ: VERT: Gordon SCALE: DATE: SUR: DRW: DES: CHK: 95 3088-0104 (SP) #14-22 JANUARY 2022 MATCH LINE SEE SHEET 20 MATCH LINE SEE SHEET 24 GRID NO RT H VIRGINI A ST AT E N 7 1 0 2 6 6 0E 11584504N 7 1 0 2 0 5 2E 11584199N 7 1 0 1 8 3 9E 11584629N 7 1 0 2 4 3 7E 11584950EXPOND 3AEX. 12' PONDACCESS ROAD151 145 158156154146 159157155 159A157A155A147144A 153 48" STM48" STM48" STM48" STM48" STM 48" STM48" STM 15"STM15"STM15"STM15"STM24" STM24" STM INV=670.00 TOP=705.79 TOP=706.27 TOP=706.27 TOP=706.17 TOP=705.79TOP=705.79 TOP=706.27TOP=706.27 TOP=706.27 TOP=703.32TOP=703.32 TOP=703.32TOP=703.32 TOP=692.51 TOP=681.71 48" STM 12" STM12" STM12" STM12" STM12" STM12" STM12" STM 12" STM12" STM12" STM 12" STM12" STM12" STM12" STM12" STM 12" STM12" STM12" STM 12" STM12" STM12" STM12" STM12" STM12" STM12" STM12" STM15" STM12" STM12" STM12" STM15" STM12" STM12" STM12" STM15" STM144C RD6RD5 144B RD7 145A 145B RD8 RD9 146A 146B RD10 RD11 154A 154B RD12 RD13 155B 155C RD14 RD16 156B156A RD15 RD17 157B 157C RD18 RD19 158A 158B RD20 RD21 159B TOP=709.10 TOP=709.10 TOP=709.10 TOP=709.10 TOP=709.10 TOP=709.10 TOP=709.10 TOP=709.10 PROPOSED RETAINING WALL W/ HANDRAILS "DESIGN BY OTHERS"28' CL I RIP RAP DEPTH = 2.5' PR. GUARDRAILEND TERMINAL(VDOT GR-MGS2) PR. GUARDRAIL (VDOT GR-MGS1)LIGHT POLE (TYP.) WALL MOUNTED LIGHT (TYP.)SPRINKLER 66" PRIVATE HYDRANT6" PRIVATE HYDRANT12" PRIVATE FIRE MAIN12" PRIVATE FIRE MAIN 8" PRIVATE W/L09 70 13 70 09 70 09 49 09 70 13 70 09 70 09 49 09 70 13 70 TC 09 70 09 49 09 70 13 70 TC 09 70 09 49 09 70 13 70 09 70 09 49 09 70 13 70 09 70 09 49 09 70 13 70 09 70 09 49 09 70 13 70 09 70 09 49 03 80 TC 06 27 TC 04 60 TC 05 00 TC 06 27 TC 05 80 TC 03 80 TC 06 27 TC 04 60 TC 05 00 TC 06 27 TC 05 80 TC 03 80 TC 06 27 TC 04 60 TC 05 00 TC 06 27 TC 05 80 TC 03 80 TC 06 27 TC 04 60 TC 05 00 TC 06 27 TC 05 80 TC 03 80 TC 06 27 TC 04 60 TC 07 10 07 10 07 10 07 10 07 10 07 10 07 10 07 10 08 50 08 50 08 50 08 50 08 50 08 50 08 50 08 50 06 85 TC 06 85 TC 06 85 TC 06 85 TC 06 85 TC0685 TC0685 TC 680690700 682684686688692694696698 702 704 706 704704 704704 704704 704704 704708 06 85 TC 75 92 BW7592 BW7592 BW7592 BW7894 BW 75 92 BW 04 76 TW0595 TW0476 TW0595 TW0476 TW0573 TW0540 BW 86 50 BW LIMITS OF CLEARING AND GRADING LIMITS OF CLEARING AND GRADING GRADING PLAN24 C-CG-101.DWG C-CG-101 1" = 30'N/A GORDON J. MARRONE J. MARRONE P. LAZAREVICH GRAPHICAL SCALE: 1" = 30' 30 15 0 30 60 90 Gordon4501 Daly DriveChantilly, VA 20151Phone: 703-263-1900www.gordon.us.comPROGRAMMING AND PLANNINGCIVIL ENGINEERINGLANDSCAPE ARCHITECTURESURVEY AND MAPPINGSECURITY CONSULTINGREVISIONS NUMBER DATE DESCRIPTIONSEAL: NUMBER: NCS: CADD: JOB: PLAN: HORIZ: VERT: Gordon SCALE: DATE: SUR: DRW: DES: CHK: 95 3088-0104 (SP) #14-22 JANUARY 2022 MATCH LINE SEE SHEET 21 MATCH LINE SEE SHEET 25MATCH LINE SEE SHEET 23 GRID NO RT H VIRGINI A ST AT E N 7 1 0 3 4 7 6 E 11584917N 7 1 0 2 8 1 6E 11584582N 7 1 0 2 6 0 7E 11585007N 7 1 0 3 2 7 2E 11585343XXX13+00 14+0015+0016+00PT=18+10.74P R C = 1 5 + 0 3 . 6 1 KEX. EX. 8" SAN S E W 15EX. 15AEX. 13AEX. 14EX. 13EX. 12BEX. 12AEX. 12EX. 11EX. 10EX. EX. 3 0 " S T M EX. 30" STMEX. 30" STM EX. 30" STM E X . 4 2 " S TM E X . 1 5 " S T M EX. 15" STMEX . 1 5 " S T M E X . 1 5 " S T M EX. 2 4 " S T M EX. 42" STM11DEX. 16EX.EX. 24" STM 11BEX. 11AEX.EX 45"x29" STMEX. 30 " STM 80EX. 80AEX. 11CEX.EX 45"x29" STMEX. 6" STM 18DEX.EX. 8" SAN SEWEX. 36" STMEX. 36" STM EX. 36" STM 8EX.8BEX.EX. CG-2EX. CG-6EX. CG-2EX. CG-6EX. R.O.W.EX. SIGHT DISTANCE EASEMENT EX. 12' POND ACCESS ROADEXPOND 3A COVERST O N E D RI V E VARIABLE WI D T H P U B LI C RI G H T- O F- W A Y KEX. EX. 8" SAN S E W 15EX. 15AEX. 13AEX. 14EX. 13EX. 12BEX. 12AEX. 12EX. 11EX. 10EX. EX. 3 0 " S T M EX. 30" STMEX. 30" STM EX. 30" STM E X . 4 2 " S TM E X . 1 5 " S T M EX. 15" STMEX . 1 5 " S T M E X . 1 5 " S T M EX. 2 4 " S T M EX. 42" STM11DEX. 16EX.EX. 24" STM 11BEX. 11AEX.EX 45"x29" STMEX. 30 " STM 80EX. 80AEX. 11CEX.EX 45"x29" STMEX. 6" STM 18DEX.EX. 8" SAN SEWEX. 36" STMEX. 36" STM EX. 36" STM 8EX.8BEX. 164A 164 166 165 166B 170A 166A 169 168 170 162160161159 165A 163 161A159A 42" STM42" STM42" STM15" STM48" STM48" STM 48" STM48" STM 48" STM48" STM48" STM 1 5 " S T M 15"STM15"STM15" STM15" STM15" STM TOP=710.06 TOP=708.21 TOP=707.78 TOP=708.63 TOP=707.12 TOP=707.12 TOP=707.12 TOP=706.00 TOP=705.90 TOP=706.00 TOP=706.27TOP=706.27 TOP=706.27 TOP=706.27 TOP=704.34 TOP=705.00 TOP=703.32TOP=703.32 12" STM12" STM12" STM 12" STM12" STM12" STM12" STM12" STM12" STM12" STM12" STM 12" STM12" STM12" STM12" STM 12" STMRD21 159B 159C RD22 RD23 160A 160B RD24 RD25 161B 161C RD26 RD27 162A 162B RD28 TOP=709.10 TOP=709.10 TOP=709.10 TOP=708.30 PROPOSED RETAINING WALL W/ HANDRAILS "DESIGN BY OTHERS" PR. GUARDRAIL (VDOT GR-MGS1) PR. GUARDRAIL (VDOT GR-MGS1) PR. GUARDRAILEND TERMINAL(VDOT GR-MGS2) PR. GUARDRAIL (VDOT GR-MGS1) WALL MOUNTED LIGHT (TYP.) LIGHT POLE (TYP.)SPRINKLER 5SPRINKLER 812" PRIVATE FIRE MAIN 12" PRIVATE FIRE MAIN 8" PRIVATE W/L8" PRIVATE W/L10 94 TC 11 14 TC 11 19 TC 010 40 TC 010 20 TC 010 17 TC 11 81 TC 11 94 TC 11 83 TC 10 84 TC 10 71 TC 10 83 TC 12 02 TC 12 17 TC 12 03 TC 10 98 TC 10 84 TC 10 97 TC 12 03 TC 12 17 TC 12 03 TC 10 98 TC 10 85 TC1098 TC 09 70 09 70 13 70 09 70 09 49 09 70 13 70 09 70 09 49 09 70 13 70 09 70 09 49 03 80 TC 06 27 TC 04 60 TC 05 00 TC 06 27 TC 05 80 TC 03 80 TC 06 27 TC 04 60 TC 05 00 TC 06 27 TC 05 80 TC 06 20 TC 06 42 TC 06 25 TC 05 80 TC 07 80 TC 08 60 TC 08 15 TC 07 70 TC 04 80 TC 05 80 TC 08 80 TC 06 85 TC 05 62 TC 05 45 TC 05 40 TC 05 00 TC 07 00 TC 07 90 TC 08 30 TC 07 43 TC 07 67 TC 12 00 TC 11 80 TC 11 50 TC 09 30 TC 09 90 TC 10 70 TC 11 00 TC1080 TC 10 50 TC 12 10 TC 11 80 TC 12 00 TC 12 50 TC 12 60 TC 12 80 TC1318 TC1370 13 33 TC 09 70 13 70 13 70 13 60 13 30 TC 12 90 TC 12 70 TC 09 00 TC0850 08 77 TC 08 57 TC 08 57 TC 09 90 TC 10 00 TC 09 95 TC 09 85 TC 09 10 TC 08 80 TC 08 70 TC 09 60 TC 09 55 TC 08 30 TC 08 50 TC 08 30 TC 08 30 TC 08 50 TC 08 30 TC 08 30 TC 08 50 TC 08 30 TC 07 90 TC 07 42 TC0800 TC 07 90 TC 07 42 TC 08 10 TC 07 00 TC0760 TC 07 50 TC0800 TC 06 90 TC 07 60 TC 07 30 TC0770 TC 08 00 TC 08 00 TC 06 00 TC 06 70 TC 06 00 TC 06 50 TC 05 90 TC 06 30 TC 09 36 TC 09 49 TC 09 49 TC0987 TC 09 87 TC 010 00 TC 09 36 TC 09 49 TC 09 49 TC0986 TC 09 87 TC 010 00 TC 09 83 TC 09 69 TC 09 39 TC 09 10 TC 09 50 TC 09 30 TC 07 00 TC0760 TC 07 10 07 10 07 10 07 10 08 50 08 50 08 50 13 18 TC1370 13 48 TC1370 13 50 TC1370 13 13 70 13 60 13 70 13 60 13 20 TC 13 20 TC1340 TC 13 40 TC 13 10 TC 13 10 TC 13 20 TC 13 45 TC 06 85 TC 06 85 TC 06 85 TC 13 40 690700 688 692 694696698702704706 706708710 708 712 7107087127 0 6 706704 704704 7047067 0 6 90 37 BW7592 BW7592 BW7592 BW 75 92 BW 05 95 TW 04 76 TW0476 TW 98 30 TW 97 80 BW 06 35 TW 706712 71012 80 TC 12 00 TC 12 50 12 50 LIMITS OF CLEARING AND GRADING LIMITS OF CLEARING AND GRADING LIMITS OF CLEARING AND GRADING LIMITS OF CLEARING AND GRADING GRADING PLAN25 C-CG-101.DWG C-CG-101 1" = 30'N/A GORDON J. MARRONE J. MARRONE P. LAZAREVICH GRAPHICAL SCALE: 1" = 30' 30 15 0 30 60 90 Gordon4501 Daly DriveChantilly, VA 20151Phone: 703-263-1900www.gordon.us.comPROGRAMMING AND PLANNINGCIVIL ENGINEERINGLANDSCAPE ARCHITECTURESURVEY AND MAPPINGSECURITY CONSULTINGREVISIONS NUMBER DATE DESCRIPTIONSEAL: NUMBER: NCS: CADD: JOB: PLAN: HORIZ: VERT: Gordon SCALE: DATE: SUR: DRW: DES: CHK: 95 3088-0104 (SP) #14-22 JANUARY 2022 MATCH LINE SEE SHEET 22 MATCH LINE SEE SHEET 24 LOT 2 ENTRANCE @ 42+20.53 COVERSTONE DRIVE+00=42+04.41 CL COVERSTONE DRIVE10+76.83+51.53=COVERSTONE DRIVE ROWEX. GRADE709.44EX. GRADE708.42707.77707.22-4.30% -2.18% LOT 2 ENTRANCE @ 50+29.69 COVERSTONE DRIVE EX. GRADE +00=50+13.81 CL COVERSTONE DRIVE10+76+51=COVERSTONE DRIVE ROW714.82EX. GRADE714.30713.75713.17-2.31% 3'2'1'1'2' 10' SHARED USE TRAIL16'16' 12' (24' W/ TURN LANE) TRAVEL LANE 102' RIGHT-OF-WAY CG-6 12' TRAVEL LANE NOT TO SCALE 16' MC-1 UD-4 UNDERDRAIN (TYP) WHEN OUTLET PIPE IS UNABLE TO CONNECT DIRECTLY TO A DRAINAGE STRUCTURE, DAYLIGHT OUTLET PIPE USING EW-12. UD-4 UNDERDRAIN (TYP) 12' TRAVEL LANE (4' W/ TURN LANE) 12' TRAVEL LANE 4' MS-2 STANDARD RAISED GRASS MEDIAN 3'2'1'1'2' 10' SHARED USE TRAIL16'16' 12' (24' W/ TURN LANE) TRAVEL LANE 102' RIGHT-OF-WAY CG-6 NOT TO SCALE 16' MC-1 UD-4 UNDERDRAIN (TYP) WHEN OUTLET PIPE IS UNABLE TO CONNECT DIRECTLY TO A DRAINAGE STRUCTURE, DAYLIGHT OUTLET PIPE USING EW-12. UD-4 UNDERDRAIN (TYP) 12' TRAVEL LANE 4' 12' TRAVEL LANE(4' W/ TURN LANE) MS-1 STANDARD SOLID CONCRETE RAISED MEDIAN W/ VDOT CLASS A3 CONCRETE WHEN 6' OR LESSMS-2 STANDARD RAISED GRASS MEDIAN WHEN GREATER THAN 6' 12' (24' W/ TURN LANE) TRAVEL LANE 3'2'1'1'2' 10' SHARED USE TRAIL16'16' 12' (24' W/ TURN RIGHT LANE) TRAVEL LANE 102' RIGHT-OF-WAY CG-6 NOT TO SCALE 16' MC-1 UD-4 UNDERDRAIN (TYP) WHEN OUTLET PIPE IS UNABLE TO CONNECT DIRECTLY TO A DRAINAGE STRUCTURE, DAYLIGHT OUTLET PIPE USING EW-12. UD-4 UNDERDRAIN (TYP) 12' TRAVEL LANE (4' W/ RIGHT TURN LANE) 12' TRAVEL LANE 4' MS-2 STANDARD RAISED GRASS MEDIAN 12' (24' W/ LEFT TURN LANE) TRAVEL LANE (4' W/ LEFT TURN LANE)ENTRANCE PROFILES25A C-CT-201.DWG C-CT-201 1" = 50'1" = 5' GORDON J. MARRONE J. MARRONE P. LAZAREVICH208/24/22FREDERICK WATER & VDOT COMMENTSHORIZONTAL SCALE: 1" = 50' 50 25 0 50 100 150 VERTICAL SCALE: 1" = 5' 5 2.5 0 5 10 15 Gordon4501 Daly DriveChantilly, VA 20151Phone: 703-263-1900www.gordon.us.comPROGRAMMING AND PLANNINGCIVIL ENGINEERINGLANDSCAPE ARCHITECTURESURVEY AND MAPPINGSECURITY CONSULTINGREVISIONS NUMBER DATE DESCRIPTIONSEAL: NUMBER: NCS: CADD: JOB: PLAN: HORIZ: VERT: Gordon SCALE: DATE: SUR: DRW: DES: CHK: 95 3088-0104 (SP) #14-22 JANUARY 2022 *NOTE: ASSUMED CBR VALUE OF 10. LABORATORY CBR TESTS SHALL BE CONDUCTED FOR THE FINAL PAVEMENT DESIGN, PER VDOT CONSTRUCTION STANDARDS.**NOTE:COVERSTONE DRIVE TYPICAL SECTION AND PAVEMENT DESIGN TABLE ARE PROVIDED PER ONE LOGISTICS MASS GRADING AND PI PLAN***NOTE:PAVEMENT DESIGNS FOR TYPICAL SECTIONS ARE PRELIMINARY. FINAL DESIGN TO BE BASED UPON FIELD OBTAINED CBR VALUES IN PRESENCE OF VDOT INSPECTOR.****NOTE: ADT PER TRAFFIC IMPACT STUDY (TIS) PREPARED BY PENNONI DATED SEPTEMBER 2020 AND REVIEWED WITH RZ #01-21 LOT 2 ENTRANCE @ 42+04.41 COVERSTONE DRIVE LOT 2 ENTRANCE @ 50+13.81 COVERSTONE DRIVE 42+04.41=CL INTX COVERSTONE DRIVE= FUTURE LANDBAY 2 ENTRANCE42+10.49=EYE LOCATION3.5' HEIGHT OF EYE 3.5' HEIGHT OF OBJECT 3.5' HEIGHT OF OBJECT PR GRADE ALONG LINE OF SIGHT EX GRADE ALONG LINE OF SIGHT 545' SIGHT DISTANCE RIGHT 475' SIGHT DISTANCE LE F T 37+35.49=OBJECT LOCATION47+55.49=OBJECT LOCATIONStation=42+04.41 Offset=0.000' 5 44 5 97 6 48 5 51 9 60 8 18 6 26 6 79 7 96 8 95 37+0038+0039+0040+00 41+00 42+00 43+00 44+00 45+00 46+00 47+00 48+00PT=43+00.76Mi d = 3 7 + 2 5 . 9 1 20'30'545' SIGHT DISTANCE RIGHT 475' SIGHT DI S T A N C E L E F T EX. SIGHT DISTANCE EASEMENT COVERSTON E D R I V E PUBLIC MAJ O R C O L L E C T O R R O A DN 7101004E 1 1 5 8 4 3 6 5 N 7101436E 1 1 5 8 3 9 7 5 N 7101207E 1 1 5 8 4 4 4 9 N 7101432E 1 1 5 8 3 6 4 7 E 1 1 5 8 3 6 6 3 G R I D N O R T H V I RG I N I A S T A T E SIGHT DISTANCE PLAN & PROFILES25B C-CT-202.DWG C-CT-202 1" = 50'1" = 5' GORDON J. MARRONE J. MARRONE P. LAZAREVICH------------HORIZONTAL SCALE: 1" = 50' 50 25 0 50 100 150 VERTICAL SCALE: 1" = 5' 5 2.5 0 5 10 15 PER MASS GRADING AND PUBLIC IMPROVEMENTS PLAN FOR ONE LOGISTICS SIGHT DISTANCE @ LOT 2 ENTRANCE ONTO STA 42+04.41 COVERSTONE DRIVE DESIGN SPEED 40 MPH Gordon4501 Daly DriveChantilly, VA 20151Phone: 703-263-1900www.gordon.us.comPROGRAMMING AND PLANNINGCIVIL ENGINEERINGLANDSCAPE ARCHITECTURESURVEY AND MAPPINGSECURITY CONSULTINGREVISIONS NUMBER DATE DESCRIPTIONSEAL: NUMBER: NCS: CADD: JOB: PLAN: HORIZ: VERT: Gordon SCALE: DATE: SUR: DRW: DES: CHK: 95 3088-0104 (SP) #14-22 JANUARY 2022 HORIZONTAL SCALE: 1" = 50' 50 25 0 50 100 150 50+13.81=CL INTX COVERSTONE DRIVE= FUTURE LANDBAY 2 ENTRANCE50+19.81=EYE LOCATION3.5' HEIGHT OF EYE 3.5' HEIGHT OF OBJECT 3.5' HEIGHT OF OBJECT 545' SIGHT DISTANCE RIGHT 475' SIGHT DISTANCE L E F T PR GRADE ALONG LINE OF SIGHT EX GRADE ALONG LINE OF SIGHT 45+44.81=OBJECT LOCATION55+64.81=OBJECT LOCATIONStation=50+13.81 Offset=-0.853' L Station=52+76.64 Offset=0.000' 12 69 13 57 12 65 11 91 13 40 11 8312 23 14 45 15 83 14 82 GG GEX. GAS MAIN46+00 47+00 48+00 49+00 50+00 51+00 52+00 53+00 54+00 55+00 56+00PC=53+52.25PT=55+78.16Mid=54+65.2020'20'100'545' SIGHT DISTANCE R I G H T 475' SIGHT DISTANCE LEFT COVERSTONE DRIVEPUBLIC MAJOR COLLECTOR ROAD N 7101949E 1 1 5 8 3 0 5 5 N 7102216E 1 1 5 8 3 1 3 6N 7101432E 1 1 5 8 3 6 4 7 N 7101714E 1 1 5 8 3 6 6 3 G R I D N O R T H VI R G I N I A S T A T E SIGHT DISTANCE PLAN & PROFILES25C C-CT-202.DWG C-CT-202 1" = 50'1" = 5" GORDON J. MARRONE J. MARRONE P. LAZAREVICH------------HORIZONTAL SCALE: 1" = 50' 50 25 0 50 100 150 VERTICAL SCALE: 1" = 5' 5 2.5 0 5 10 15 PER MASS GRADING AND PUBLIC IMPROVEMENTS PLAN FOR ONE LOGISTICS SIGHT DISTANCE @ LOT 2 ENTRANCE ONTO STA 50+13.81 COVERSTONE DRIVE DESIGN SPEED 40 MPH Gordon4501 Daly DriveChantilly, VA 20151Phone: 703-263-1900www.gordon.us.comPROGRAMMING AND PLANNINGCIVIL ENGINEERINGLANDSCAPE ARCHITECTURESURVEY AND MAPPINGSECURITY CONSULTINGREVISIONS NUMBER DATE DESCRIPTIONSEAL: NUMBER: NCS: CADD: JOB: PLAN: HORIZ: VERT: Gordon SCALE: DATE: SUR: DRW: DES: CHK: 95 3088-0104 (SP) #14-22 JANUARY 2022 HORIZONTAL SCALE: 1" = 50' 50 25 0 50 100 150 Gordon4501 Daly DriveChantilly, VA 20151Phone: 703-263-1900www.gordon.us.comPROGRAMMING AND PLANNINGCIVIL ENGINEERINGLANDSCAPE ARCHITECTURESURVEY AND MAPPINGSECURITY CONSULTINGREVISIONS NUMBER DATE DESCRIPTIONSEAL: NUMBER: NCS: CADD: JOB: PLAN: HORIZ: VERT: Gordon SCALE: DATE: SUR: DRW: DES: CHK: 95 3088-0104 (SP) #14-22 JANUARY 2022 Gordon4501 Daly DriveChantilly, VA 20151Phone: 703-263-1900www.gordon.us.comPROGRAMMING AND PLANNINGCIVIL ENGINEERINGLANDSCAPE ARCHITECTURESURVEY AND MAPPINGSECURITY CONSULTINGREVISIONS NUMBER DATE DESCRIPTIONSEAL: NUMBER: NCS: CADD: JOB: PLAN: HORIZ: VERT: Gordon SCALE: DATE: SUR: DRW: DES: CHK: 95 3088-0104 (SP) #14-22 JANUARY 2022 SAN EXC-EXG5+43.10=SAN MHINV OUT(12")=694.04INV IN(8")=694.40INV IN(12")=694.24250.75' - 12" PVC SDR 35/26 @ 0.45% 111.92' - 12" PVC SDR 35/26 @ 0.45%TOP=708.28G 18.4' COVER408.00' - 12" PVC SDR 35/26 @ 0.45%+15.12=SAN MHINV OUT(12")=690.62INV IN(12")=690.82TOP=703.24D 324.74' - 12" PVC SDR 35/26 @ 1.07%EX. 95.82' - 12" PVC SDR 35/26@ 12.63%TOP=674.90B TOP=701.34C 39.27'-12" CL 52 DIP@ 12.61%TOP=706.31C1 +04.18=EX SAN MHEX INV OUT(12")=663.00EX INV IN(12")=663.20+00=EX SAN MH, DROP CONNECTIONEX INV OUT(12")=675.30+39.27=SAN MH DROP CONNECTIONINV OUT(12")=680.45INV IN(12")=680.65EX. GRADE PR. GRADE EX. GRADE PR. GRADE EX. GRADE PR. GRADE +56.12=15" STORM X-INGINV=698.07+21.06=42" STORM X-INGINV=692.31+30.87=15" STORM X-INGINV=697.75+62.87=15" STORM X-INGINV=698.07INV. IN (12")=675.5014.6' COVER17.3' COVER+65.87=SAN MHINV OUT(12")=691.95INV IN(12")=692.15INV IN(4")=692.95TOP=707.64E +31.18=SAN MHINV OUT(12")=693.34INV IN(12")=693.54TOP=708.32F 265.32' - 12" PVC SDR 35/26 @ 0.45%25.6' COVER+32.77=18" STORM X-INGINV=703.54+44.98=15" STORM X-INGINV=703.96+57.13=12" STORM X-INGINV=704.99+13.13=12" STORM X-INGINV=704.99+69.13=12" STORM X-INGINV=704.99+25.13=12" STORM X-INGINV=704.99+81.13=12" STORM X-INGINV=704.99+37.17=12" STORM X-INGINV=704.99+93.13=12" STORM X-INGINV=704.99TOP=706.54C2 +90.38=SAN MHINV OUT(12")=686.94INV IN(12")=687.1451.11'-12" CL 52 DIP@ 12.30%20.2' COVER+01.60=6" WATER LINEINV=699.534.0' CLEARSAN EXC-EXG5 356.00' - 12" PVC SDR 35/26 @ 0.45% 392.00' - 12" PVC SDR 35/26 @ 0.45%106.10'-8" PVC SDR 35/26@ 3.06%+07.10=SAN MHINV OUT(12")=697.85INV IN(12")=698.05TOP=708.19G2 +51.10=SAN MHINV OUT(12")=696.06INV IN(12")=696.26INV IN(4")=696.60TOP=708.19G1 +99.10=SAN MHINV OUT(12")=699.80INV IN(8")=701.10INV IN(4")=700.45TOP=708.68G3 INV. OUT (8")=704.35EX. GRADE PR. GRADE EX. GRADE PR. GRADE +74.19=EX 24" STORM X-INGINV.=703.51+77.19=EX 12" WATER LINEINV=708.0411.4' COVER6.8' COVER1.5' CLEAR+44.53=42" STORM X-INGINV=697.05+61.13=12" STORM X-INGINV=704.99+17.13=12" STORM X-INGINV=704.99+73.13=12" STORM X-INGINV=704.99+29.13=12" STORM X-INGINV=704.99+85.13=12" STORM X-INGINV=704.99+41.13=12" STORM X-INGINV=704.99+97.13=12" STORM X-INGINV=704.99+53.13=12" STORM X-INGINV=704.99+09.13=12" STORM X-INGINV=704.99+65.13=12" STORM X-INGINV=704.99+21.13=12" STORM X-INGINV=704.99+77.13=12" STORM X-INGINV=704.99+33.13=12" STORM X-INGINV=704.99+05.19=EX SAN MHEX INV IN(8")=704.55TOP=711.55G4 EX. 212.00' - 8" PVC S D R 3 5 / 2 6 @ 1.72%+17.19=EX SAN MHEX INV OUT(8")=708.20TOP=714.74G5 7.3' COVER1.5' CLEAR+38.28=12" WATER LINEINV=703.09+20.97=12" WATER LINEINV=704.04+01.60=6" WATER LINEINV=703.64+57.60=6" WATER LINEINV=701.373.6' CLEAR3.6' CLEARSAN EXC-EXG5 SAN EXC-EXG5 SANITARY SEWER PROFILES28 C-CU-201.DWG C-CU-201 1" = 50'1" = 5' GORDON J. MARRONE J. MARRONE P. LAZAREVICH123405/26/2208/24/2209/20/202210/27/22FREDERICK WATER, FIRE MARSHAL, COUNTY, & WRAA COMMENTSFREDERICK WATER & VDOT COMMENTSFC & FW COMMENTSFREDERICK WATER & VDOT COMMENTSGordon4501 Daly DriveChantilly, VA 20151Phone: 703-263-1900www.gordon.us.comPROGRAMMING AND PLANNINGCIVIL ENGINEERINGLANDSCAPE ARCHITECTURESURVEY AND MAPPINGSECURITY CONSULTINGREVISIONS NUMBER DATE DESCRIPTIONSEAL: NUMBER: NCS: CADD: JOB: PLAN: HORIZ: VERT: Gordon SCALE: DATE: SUR: DRW: DES: CHK: 95 3088-0104 (SP) #14-22 JANUARY 2022 HORIZONTAL SCALE: 1" = 50' 50 25 0 50 100 150 VERTICAL SCALE: 1" = 5' 5 2.5 0 5 10 15 MATCH LINE SEE THIS SHEETMATCH LINE SEE THIS SHEET SAN G-HTOP=708.28G +00=SAN MHINV OUT(12")=694.04INV IN(8")=694.40INV IN(12")=694.24SAN LATERAL 1 PR. GRADE EX. GRADETOP=707.64E 60.16'-4" PVC SDR 35/26@ 2.08%TOP=713.501 7.00'-4" PVC SDR 35/26@ 2.14%SAN LATERAL 2 SAN LATERAL 3+78.71=SAN MHINV OUT(8")=698.30TOP=713.23H 178.71' - 8" PVC S D R 3 5 / 2 6 @ 2.18%TOP=713.383 7.00'-4" PVC SDR 35/26@ 2.14%TOP=708.68G3 TOP=708.19G1 TOP=709.512 9.74'-4" PVC SDR 35/26@ 2.05%+84.45=BUILDING CONNCTIONINV OUT(4")=701.70+00=SAN MHINV OUT(12")=696.06INV IN(12")=696.26INV IN(4")=696.60+74.71=SAN C/OINV OUT(4")=701.50INV IN(4")=701.50+00=SAN MHINV OUT(12")=691.95INV IN(12")=692.15INV IN(4")=692.95+85.16=SAN C/OINV OUT(4")=701.55INV IN(4")=701.55+92.16=BUILDING CONNCTIONINV OUT(4")=701.70EX. GRADE PR. GRADE EX. GRADE PR. GRADE EX. GRADE PR. GRADE +00=SAN MHINV OUT(12")=699.80INV IN(8")=701.10INV IN(4")=700.45+69.16=SAN C/OINV OUT(4")=701.85INV IN(4")=701.85+76.16=BUILDING CONNCTIONINV OUT(4")=702.0017.00'-4" PVC SDR 35/26@ 2.06%26.00'-4" PVC SDR 35/26@ 2.12%15.9' COVER4.9' CLEAR+18=30" STORM X-INGINV=700.76+36.97=12" STORM X-INGINV=705.691.5' CLEAR10+26= BEGIN VERTICAL RISER10+30= END VERTICAL RISER10+25=END VERTICAL RISER10+17=BEGIN VERTICAL RISER+35.46=12" WATER LINEINV=703.0469.16'-4" PVC SDR 35/26@ 2.02%+45.99=12" WATER LINEINV=703.232.1' CLEAR+20=12" WATER LINEINV=702.77TOP=709.15235 +51.10=SAN C/OINV OUT(4")=700.95INV IN(4")=700.955.3' CLEAR19.27'-4" PVC SDR 35/26@ 2.08%25.43'-4" PVC SDR 35/26@ 2.16%SANITARY SEWER PROFILES29 C-CU-201.DWG C-CU-201 1" = 50'1" = 5' GORDON J. MARRONE J. MARRONE P. LAZAREVICH13405/26/2209/20/202210/27/22FREDERICK WATER, FIRE MARSHAL, COUNTY, & WRAA COMMENTSFC & FW COMMENTSFREDERICK WATER & VDOT COMMENTSGordon4501 Daly DriveChantilly, VA 20151Phone: 703-263-1900www.gordon.us.comPROGRAMMING AND PLANNINGCIVIL ENGINEERINGLANDSCAPE ARCHITECTURESURVEY AND MAPPINGSECURITY CONSULTINGREVISIONS NUMBER DATE DESCRIPTIONSEAL: NUMBER: NCS: CADD: JOB: PLAN: HORIZ: VERT: Gordon SCALE: DATE: SUR: DRW: DES: CHK: 95 3088-0104 (SP) #14-22 JANUARY 2022 HORIZONTAL SCALE: 1" = 50' 50 25 0 50 100 150 VERTICAL SCALE: 1" = 5' 5 2.5 0 5 10 15 TAX MAP NO. 64-A-88D.B. 423 PG. 30DB. 800 PG. 1693INSTR. #070015617ZONED: RA11BEX. PONDOHW OHW OHW SA CO SA COSA CO SA CO X16X XXX XX XGx WxWxSS SS SS SSSSSSSSSSEX.1 EX.2 EX.2A EX.3 EX.4 EX.3A EX.86 EX.85 EX.84 EX.83 EX.82 EX.81 EX.80A EX.92 EX.F2 10" PVC 10" PVC6'X6' BOX CULVERT6'X6' BOX CULVERT27" C M P 27" CMP33" CMP33" CMP INV=642.24' 27" CMP INV=641.34'33" CMP INV=635.29'27" CMP INV=635.69' 24" CMP INV=635.64'24" CMP INV=635.62' 33" CMP INV=647.99' INV=629.58' INV=625.17' INV=615.35' TWIN BOX CULVERT6'W X 7'H INV=616.25' INV=616.18' INV=615.57' INV=611.48' TWIN BOX CULVERT7'W X 6'H INV=611.44' INV=610.93' INV=611.88' BOX CULVERT15'W X 7'H INV=610.18' INV=610.64' EX. CONCRETEHEADWALL (TYPICAL) EX. CONCRETEHEADWALL (TYPICAL) EX. CONCRETEHEADWALL (TYPICAL) EX. CONCRETEHEADWALL EX. CONCRETEHEADWALL CONC. POND OUTFALLSTRUCTURE REMAINS(SEE PICTURES) EX.11 EX.10EX.6 EX.7 EX.8EX.9 24" RCP SINKHOLE(SEE PICTURES) EX.6A 36" CMPEX. ELECTRICTRANSFORMER EX. ELECTRIC VAULT EX. ELECTRICTRANSFORMER EX. COMMUNICATIONVAULT EX. CABLE TV VAULT EX. RIP-RAP COVERED WITH CONCRETE EX. CONCRETE EX. EDGE OF PAVEMENT EX. CONC. DITCH EX. EDGE OF PAVEMENT APPROX. LOCATION24" CMP AP P R O X L O C A T I O N O F 3 0 " C M P EX.12 INV=635.39 3'H X 6'W BOX CULVERT EX. CONCRETE HEADWALL 30" CMP 3'H X 6'W BOX CULVERTTRANSITIONS TO 30" CMP UNDERGROUND EX.80 EX.PS EX. CONC. DITCH EX. COVERSTONE DRIVEEX. PRINCE FREDERICK DRIVEEX. COSTELLO DRIVE COVERSTONE DR IVE EX. P E N D L E T O N D R I V E EX. ARBOR COURTEX. M I L L W O O D P I K E - U S R O U T E 5 0 / 1 7 D E GH EX. MILLWOOD PIKE - U S R O U T E 5 0 / 1 7 EX.INVERLEE WAYN M L K J I O L1CB A 82AEX. A1 G1 5 44 5 97648 5 51 9 60818 6 26 6 79 7 96895 12 69135712651191 13 4011831223 14 451583 14 82 C1 F G2 G3 G4 G5 ZONED R4 AREA= 18.63 ACRES (TO EX. G5) INDUSTRIAL AREA= 79.88 ACRES (TO G3) INDUSTRIAL AREA= 25.45 ACRES (TO H) 81EX. 30 C-CU-200.DWG C-CU-200 1" = 300'N/A GORDON J. MARRONE J. MARRONE P. LAZAREVICH105/26/22FREDERICK WATER, FIRE MARSHAL, COUNTY, & WRAA COMMENTSGordon4501 Daly DriveChantilly, VA 20151Phone: 703-263-1900www.gordon.us.comPROGRAMMING AND PLANNINGCIVIL ENGINEERINGLANDSCAPE ARCHITECTURESURVEY AND MAPPINGSECURITY CONSULTINGREVISIONS NUMBER DATE DESCRIPTIONSEAL: NUMBER: NCS: CADD: JOB: PLAN: HORIZ: VERT: Gordon SCALE: DATE: SUR: DRW: DES: CHK: 95 3088-0104 (SP) #14-22 JANUARY 2022 12" DIP CLASS 52 W/L 12" DIP CLASS 52 W/L PR. GRADE EX. GRADE 4.0'COVERMIN.PR. GRADE EX. GRADE PRIVATE FIRE LINE +46.44=1-12"x8" TEE1-8" VALVE1-FH '2'+42.34=1-22.5° HORIZ. BEND+48.14=1-12"x6" TEE1-6" VALVE1-FH '12'+24.14=1-12"x6" TEE1-6" VALVE1-FH '11'4.0'COVERMIN.+23.69=END RESTRAINED JOINTS+47.51=BEGIN RESTRAINED JOINTS+56.49=1-22.5° HORIZ. BEND+39.24=1-45° HORIZ. BEND1.6' CLEAR1.6' CLEAR1.6' CLEAR1.6' CLEAR1.6' CLEAR1.6' CLEAR1.6' CLEAR1.6' CLEAR1.6' CLEAR1.5' CLEAR+70.91=12" STORM X-INGINV=705.43+26.91=12" STORM X-INGINV=705.43+82.91=12" STORM X-INGINV=705.43+18.91=12" STORM X-INGINV=705.43+74.91=12" STORM X-INGINV=705.43+62.91=12" STORM X-INGINV=705.43+06.91=12" STORM X-INGINV=705.43+50.91=12" STORM X-INGINV=705.43+38.91=12" STORM X-INGINV=705.43+94.91=12" STORM X-INGINV=705.43+02.44=1-12"x6" TEE1-6" VALVE1-FH '1'+77.96=1-12"x8" TEESPRINKLER '1'4.7'COVER+00.82=12" STORM X-INGINV=705.661.5' CLEAR+01.86=4" SAN X-INGINV=701.171.5' CLEAR+65.89=1-45° HORIZ. BEND+30.91=12" STORM X-INGINV=705.43+44.84=BEGIN RESTRAINED JOINTS+77.76=END RESTRAINED JOINTS+06=1-12" VALVE+80=1-12" VALVEPR. CONTROLLED FILL REQ'D (TYP.) PRIVATE FIRE LINE +59.04=1-12"x6" TEE1-6" VALVE1-FH '5'+58.91=15" STORM X-INGINV=704.53PR. GRADE EX. GRADE PR. GRADE EX. GRADE 12" DIP CLASS 52 W/L 12" DIP CLASS 52 W/L 5.6'COVER5.6'COVER+58.23=1-12"x6" TEE1-6" VALVE1 FH '4'+02.44=1-12"x8" TEE1-8" VALVE1-FH '3'+98.43=AIR RELEASE VALVE+88.89=END RESTRAINED JOINTS+04.51=BEGIN RESTRAINED JOINTS+86.74=END RESTRAINED JOINTS+52.21=BEGIN RESTRAINED JOINTS+72.39=1-22.5° HORIZ. BEND+98.52=1-22.5° HORIZ. BEND2.3' CLEAR1.5' CLEAR1.5' CLEAR1.7' CLEAR1.6' CLEAR1.7' CLEAR3.2' CLEAR2.9' CLEAR1.6' CLEAR1.6' CLEAR1.5' CLEAR1.5' CLEAR1.5' CLEAR1.5' CLEAR+86.91=12" STORM X-INGINV=705.43+42.91=12" STORM X-INGINV=705.43+54.91=15" STORM X-INGINV=704.89+10.91=12" STORM X-INGINV=705.43+66.88=12" STORM X-INGINV=705.43+22.91=12" STORM X-INGINV=705.43+78.91=12" STORM X-INGINV=705.43+34.91=12" STORM X-INGINV=705.43+90.91=12" STORM X-INGINV=705.43+46.91=12" STORM X-INGINV=705.43+16.90=12" STORM X-INGINV=705.67+72.90=12" STORM X-INGINV=705.53+26.10=12" STORM X-INGINV=705.674.0'COVERMIN.4.0'COVERMIN.+37.94=1-12"x8" TEESPRINKLER '2'+88.38=1-12"x12" TEE12" PRIVATE WATERLINE+85.94=1-12"x8" TEESPRINKLER '3'+11.92=1-12"x8" TEESPRINKLER '4'2.1' CLEAR5.3' CLEAR+52.94=4" SAN X-INGINV=697.025.2'COVER+03.43=1-45° HORIZ. BEND+38.79=1-45° HORIZ. BEND+39.30=4" SAN X-INGINV=700.74+32.96=1-12" VALVEWATER MAIN PROFILES31 C-CU-231.DWG C-CU-231 1" = 50'1" = 5' GORDON J. MARRONE J. MARRONE P. LAZAREVICH13405/26/2209/20/2210/27/22FREDERICK WATER, FIRE MARSHAL, COUNTY, & WRAA COMMENTSFC & FW COMMENTSFREDERICK WATER & VDOT COMMENTSGordon4501 Daly DriveChantilly, VA 20151Phone: 703-263-1900www.gordon.us.comPROGRAMMING AND PLANNINGCIVIL ENGINEERINGLANDSCAPE ARCHITECTURESURVEY AND MAPPINGSECURITY CONSULTINGREVISIONS NUMBER DATE DESCRIPTIONSEAL: NUMBER: NCS: CADD: JOB: PLAN: HORIZ: VERT: Gordon SCALE: DATE: SUR: DRW: DES: CHK: 95 3088-0104 (SP) #14-22 JANUARY 2022 HORIZONTAL SCALE: 1" = 50' 50 25 0 50 100 150 VERTICAL SCALE: 1" = 5' 5 2.5 0 5 10 15 MATCH LINE SEE SHEET 32MATCH LINE SEE THIS SHEETMATCH LINE SEE THIS SHEET +03.04=1-12"x6" TEE1-6" VALVE1-FH '6'+23.35=1-45° HORIZ. BEND+48.64=1-12"x6" TEE1-6" VALVE1-FH '7'+08.69=12" STORM X-INGINV=697.49+20.68=12" STORM X-INGINV=697.47+32.67=12" STORM X-INGINV=697.36+44.66=12" STORM X-INGINV=697.47+56.66=12" STORM X-INGINV=697.47+68.66=12" STORM X-INGINV=697.47+80.66=12" STORM X-INGINV=697.47+04.66=12" STORM X-INGINV=697.49+16.66=15" STORM X-INGINV=703.53+28.66=15" STORM X-INGINV=703.53+92.66=12" STORM X-INGINV=697.47PR. CONTROLLED FILL REQ'D (TYP.) PR. GRADE EX. GRADE PR. GRADE EX. GRADE 12" DIP CLASS 52 W/L 12" DIP CLASS 52 W/L4.0'COVERMIN.5.9'COVER4.0'COVER4.0'COVERMIN.3.7' CLEAR3.8' CLEAR3.8' CLEAR3.8' CLEAR3.8' CLEAR+46.62=1-12"x8" TEE1-8" VALVE1-FH '9'+90.62=1-12"x8" TEE1-8" VALVE1-FH '8'4.0'COVERMIN.PR. CONTROLLED FILL REQ'D (TYP.) PR. CONTROLLED FILL REQ'D (TYP.)+45.49=END RESTRAINED JOINTS1.5' CLEAR1.5' CLEAR3.8' CLEAR3.8' CLEAR3.8' CLEAR3.8' CLEAR+92.66=1-12"x8" TEESPRINKLER '8'+69.66=1-12"x8" TEESPRINKLER '5'+40.66=1-12"x8" TEESPRINKLER '6'PRIVATE FIRE LINE+25.08=1-45° HORIZ. BEND+94=1-12" VALVE+90.62=1-12"x8" TEE1-8" VALVE1-FH '10'+40.66=15" STORM X-INGINV=699.59PR. GRADE EX. GRADE 4.0'COVERMIN12" DIP CLASS 52 W/L PR. CONTROLLED FILL REQ'D (TYP.)+89.84=BEGIN RESTRAINED JOINTS+52.66=15" STORM X-INGINV=699.51+86.85=15" STORM X-INGINV=699.751.5' CLEAR1.5' CLEAR1.5' CLEAR4.0'COVERMIN+01.66=1-12"x8" TEESPRINKLER '7'+79.15=1-45° HORIZ. BENDPRIVATE FIRE LINE PRIVATE FH-1 PRIVATE FH-4PRIVATE FH-3PRIVATE FH-2 PR. GRADE EX. GRADE PR. GRADE EX. GRADE 4.0'COVERMINPR. GRADE EX. GRADE PR. GRADE EX. GRADE +00=1-12"x6" TEE1-6" VALVE10+19.50=1-FH11+36.50=1-FH11+36.50=1-FH11+36.50=1-FH6" DIP 6" DIP +00=BEGIN RESTRAINED JOINTS+36.50=END RESTRAINED JOINTS+00=BEGIN RESTRAINED JOINTS+36.50=END RESTRAINED JOINTS4.0'COVERMIN4.0'COVERMIN+00=BEGIN RESTRAINED JOINTS+36.50=END RESTRAINED JOINTS4.0'COVERMIN+00=BEGIN RESTRAINED JOINTS+19.50=END RESTRAINED JOINTS+00=1-12"x6" TEE1-6" VALVE+00=1-12"x8" TEE1-8" VALVE6 DIP 6" DIP +00=1-12"x6" TEE1-6" VALVE+38=36" STORM X-INGINV=699.401.5' CLEAR+38=24" STORM X-INGINV=703.381.5' CLEAR+38=30" STORM X-INGINV=701.17+20=12" SAN X-INGINV=696.741.5' CLEAR+20=12" SAN X-INGINV=698.92+20=12" SAN X-INGINV=694.503.2'COVERWATER MAIN PROFILES32 C-CU-231.DWG C-CU-231 1" = 50'1"=5' GORDON J. MARRONE J. MARRONE P. LAZAREVICH13405/26/2209/20/2210/27/22FREDERICK WATER, FIRE MARSHAL, COUNTY, & WRAA COMMENTSFC & FW COMMENTSFREDERICK WATER & VDOT COMMENTSGordon4501 Daly DriveChantilly, VA 20151Phone: 703-263-1900www.gordon.us.comPROGRAMMING AND PLANNINGCIVIL ENGINEERINGLANDSCAPE ARCHITECTURESURVEY AND MAPPINGSECURITY CONSULTINGREVISIONS NUMBER DATE DESCRIPTIONSEAL: NUMBER: NCS: CADD: JOB: PLAN: HORIZ: VERT: Gordon SCALE: DATE: SUR: DRW: DES: CHK: 95 3088-0104 (SP) #14-22 JANUARY 2022MATCH LINE SEE SHEET 31MATCH LINE SEE THIS SHEETMATCH LINE SEE THIS SHEET PRIVATE FH-5 PR. GRADE EX. GRADE +00=1-12"x6" TEE1-6" VALVE10+15.50=1-FH6" DIP 4.0'COVERMIN+00=BEGIN RESTRAINED JOINTS+15.50=END RESTRAINED JOINTSPRIVATE FH-12PRIVATE FH-11PRIVATE FH-10PRIVATE FH-8 PRIVATE FH-9 PR. GRADE EX. GRADE PR. GRADE EX. GRADE PR. GRADE EX. GRADE PR. GRADE EX. GRADE PR. GRADE EX. GRADE +00=1-12"x6" TEE1-6" VALVE+00=1-12"x6" TEE1-6" VALVE+00=1-12"x6" TEE1-6" VALVE10+15.50=1-FH10+15.50=1-FH10+90.50=1-FH10+90.50=1-FH10+90.50=1-FH+87.69=48" STORM X-INGINV=680.79+87.21=48" STORM X-INGINV=684.466" DIP 6" DIP +00=BEGIN RESTRAINED JOINTS+90.50=END RESTRAINED JOINTS+00=BEGIN RESTRAINED JOINTS+90.50=END RESTRAINED JOINTS+00=BEGIN RESTRAINED JOINTS+90.50=END RESTRAINED JOINTS+00=BEGIN RESTRAINED JOINTS+15.50=END RESTRAINED JOINTS+00=BEGIN RESTRAINED JOINTS+15.50=END RESTRAINED JOINTSPR. CONTROLLED FILL REQ'D (TYP.) PR. CONTROLLED FILL REQ'D (TYP.) 6" DIP +00=1-12"x6" TEE1-6" VALVE6" DIP 6" DIP +00=1-12"x6" TEE1-6" VALVEFH-13 PR. GRADE EX. GRADE 10+21.12=1-FHPR. CONTROLLED FILL REQ'D (TYP.)4.0'COVERMIN4.0'COVERMIN4.0'COVERMIN4.0'COVERMIN4.0'COVERMIN6" DIP5.5' COVER+00=BEGIN RESTRAINED JOINTS+21.12=BEGIN RESTRAINED JOINTS+86.71=30" STORM X-INGINV=696.861.8' CLEAR+15.64=15" STORM X-INGINV=704.381.5' CLEAR+00=1-12"x6" TEE1-6" VALVEWATERMAIN ''A'' EX. GRADE 12" DIP CLASS 52 W/L 4.3'COVERPR. GRADE 4.0'COVERMIN.+81.59=1-22.5° HORIZ. BEND+49.29=1-45° HORIZ. BEND+10.34=1-45° HORIZ. BEND+00=EX 1-12"x12" TEE3-12" VALVES+63.69=1-12" VALVE4.0'COVERMIN.12" DIP CLASS 52 W/L EX. 12" DI P C L A S S 5 2 W / L +72=REMOVE EX. BOV+72=BEGIN RESTRAINED JOINTS+30.27=END RESTRAINED JOINTS+40.54=BEGIN RESTRAINED JOINTS+74.81=END RESTRAINED JOINTS+40.54=1-12"x12" TEE3-12" VALVES+60.60=1-45° HORIZ. BEND+39.61=1-45° HORIZ. BEND+31.74=42" STORM X-INGINV=696.97+67.39=8" SAN X-INGINV=701.77+91.27=42" STORM X-INGINV=697.411.5' CLEAR3.2' CLEAR+39.29=1-12"x6" TEE1-6" VALVE1-FH '13'2.2' CLEAR+91.67=12" SAN X-INGINV=696.00+55.75=1-45° HORIZ. BEND+65.76=1-45° HORIZ. BEND+74.81=BUILDING CONNECTION+64.69=END OF FREDERICK WATER OWNERSHIPPRIVATE FH-7PRIVATE FH-6 PR. GRADE EX. GRADE PR. GRADE EX. GRADE +00=1-12"x6" TEE1-6" VALVE+00=1-12"x6" TEE1-6" VALVE10+16.50=1-FH10+15.50=1-FH6" DIP 6" DIP 4.0'COVERMIN+00=BEGIN RESTRAINED JOINTS+15.50=END RESTRAINED JOINTS+00=BEGIN RESTRAINED JOINTS+16.50=END RESTRAINED JOINTS4.0'COVERMINWATER MAIN PROFILES33 C-CU-231.DWG C-CU-231 1" = 50'1"=5' GORDON J. MARRONE J. MARRONE P. LAZAREVICH134505/26/2209/20/2210/27/2211/08/22FREDERICK WATER, FIRE MARSHAL, COUNTY, & WRAA COMMENTSFC & FW COMMENTSFREDERICK WATER & VDOT COMMENTSFREDERICK WATER COMMENTSGordon4501 Daly DriveChantilly, VA 20151Phone: 703-263-1900www.gordon.us.comPROGRAMMING AND PLANNINGCIVIL ENGINEERINGLANDSCAPE ARCHITECTURESURVEY AND MAPPINGSECURITY CONSULTINGREVISIONS NUMBER DATE DESCRIPTIONSEAL: NUMBER: NCS: CADD: JOB: PLAN: HORIZ: VERT: Gordon SCALE: DATE: SUR: DRW: DES: CHK: 95 3088-0104 (SP) #14-22 JANUARY 2022 HORIZONTAL SCALE: 1" = 50' 50 25 0 50 100 150 VERTICAL SCALE: 1" = 5' 5 2.5 0 5 10 15 WATERMAIN ''B''PRIVATE SPRINKLER 1 PRIVATE SPRINKLER 2 PRIVATE SPRINKLER 3 PRIVATE SPRINKLER 4 PRIVATE SPRINKLER 5 PRIVATE SPRINKLER 6 EX. GRADE EX. GRADE EX. GRADE EX. GRADE EX. GRADE EX. GRADE PR. GRADE PR. GRADE PR. GRADE PR. GRADE PR. GRADE PR. GRADE EX. GRADE PR. GRADE 12" DIP CLASS 52 W/L +73=12" STORM X-INGINV=705.95+73=12" STORM X-INGINV=705.968" DIP CLAS S 5 2 W/ L 8" DIP CL A S S 5 2 W/ L 8" DIP CLA S S 5 2 W/ L 8" DIP CLA S S 5 2 W/ L 8" DIP CLASS 52 W/L 8" DIP CLASS 52 W / L +84.51=CAP, FLUSHING ASSEMBLY+57=8" BUILIDNG CONNECTION+00=1-12"x8" TEE+57=8" BUILIDNG CONNECTION4.0'COVERMIN.+00=1-12"x8" TEE+57=8" BUILIDNG CONNECTION4.0'COVERMIN.4.0'COVERMIN.4.0'COVERMIN.+47=8" BUILIDNG CONNECTION4.0'COVERMIN.1.5' CLEAR+02.99=8" BUILDING CONNECTION4.0'COVERMIN.1.5' CLEAR+02.99= 8" BUILDING CONNECTION4.0'COVERMIN.+00=BEGIN RESTRAINED JOINT+84.51=END RESTRAINED JOINT+00=BEGIN RESTRAINED JOINT+57=END RESTRAINED JOINT+00= BEGIN RESTRAINED JOINT+57= END RESTRAINED JOINT+00=BEGIN RESTRAINED JOINT+57=END RESTRAINED JOINT+00=BEGIN RESTRAINED JOINT+47=END RESTRAINED JOINT+00=BEGIN RESTRAINED JOINT+02.99=END RESTRAINED JOINT+00= BEGIN RESTRAINED JOINT+02.99= BEGIN RESTRAINED JOINT+00=1-12"x8" TEE+00=1-12"x8" TEE+00=1-12"x8" TEE+00=1-12"x8" TEE+00=1-12"x12" TEE3-12" VALVES4.5' COVERPRIVATE SPRINKLER 7 PRIVATE SPRINKLER 8 12'' PRIVATE WATERLINE EX. GRADE EX. GRADE EX. GRADE PR. GRADE PR. GRADE PR. GRADE +73=12" STORM X-INGINV=705.96+73=12" STORM X-INGINV=705.958" DIP CLASS 52 W/L 8" DIP CLA S S 5 2 W/ L 12" DIP CL A S S 5 2 W/ L +00=1-12"x8" TEE+00=1-12"x8" TEE4.0'COVERMIN.+02.99=8" BUILDING CONNECTION1.5' CLEAR+02.99=8" BUILDING CONNECTION1.5' CLEAR4.0'COVERMIN.+57=12" BUILDING CONNECTION+00=1-12"x12" TEE+00=BEGIN RESTRAINED JOINT+02.99=END RESTRAINED JOINT+00=BEGIN RESTRAINED JOINT+02.99=END RESTRAINED JOINT+00=BEGIN RESTRAINED JOINT+57=END RESTRAINED JOINTWATER MAIN PROFILES33A C-CU-231.DWG C-CU-231 1" = 50'1"=5' GORDON C. GIANGI C. GIANGI P. LAZAREVICH34509/20/2210/27/2211/09/22FC & FW COMMENTSFREDERICK WATER & VDOT COMMENTSFREDERICK WATER COMMENTSGordon4501 Daly DriveChantilly, VA 20151Phone: 703-263-1900www.gordon.us.comPROGRAMMING AND PLANNINGCIVIL ENGINEERINGLANDSCAPE ARCHITECTURESURVEY AND MAPPINGSECURITY CONSULTINGREVISIONS NUMBER DATE DESCRIPTIONSEAL: NUMBER: NCS: CADD: JOB: PLAN: HORIZ: VERT: Gordon SCALE: DATE: SUR: DRW: DES: CHK: 95 3088-0104 (SP) #14-22 JANUARY 2022 HORIZONTAL SCALE: 1" = 50' 50 25 0 50 100 150 VERTICAL SCALE: 1" = 5' 5 2.5 0 5 10 15 TOP=708.21164 143.15' - 48" RCP CL IV @ 0.56%TOP=705.00163 59.81'-48" RCP CL IV@ 0.59%TOP=706.27162 94.82' - 48" RCP CL IV @ 0.53%TOP=706.27161 111.97' - 48" RCP CL IV @ 0.54%TOP=706.27160 111.97' - 48" RCP CL IV @ 0.54%TOP=706.27159 111.97' - 48" RCP CL IV @ 0.54%TOP=706.27158 112.00' - 48" RCP CL IV @ 0.62%TOP=706.27157 112.00' - 48" RCP CL IV @ 0.67%TOP=706.27156 112.00' - 48" RCP CL IV @ 0.71%TOP=706.27155 112.00' - 48" RCP CL IV @ 0.76%TOP=706.17154 112.00' - 48" CL V @ 0.85%+35.37=MH-2 (D=84")INV OUT(48")=675.00INV IN(48")=678.7079.34' - 48" CL V @ 1.01% 151 76.36' - 48" RCP CL III @ 0.92%TOP=692.51153 59.01'-48" RCP CL III@ 1.02%+14.71=DI-2FF (L=10' W/SAFETY SLAB) (D=84")INV OUT(48")=679.50INV IN(48")=680.30INV IN(12")=693.25+26.71=DI-2FF (L=10' W/SAFETY SLAB) (D=60")INV OUT(48")=681.25INV IN(48")=681.35INV IN(15")=693.00INV IN(12")=693.25+38.71=DI-2FF (L=10' W/SAFETY SLAB) (D=60")INV OUT(48")=682.20INV IN(48")=682.30INV IN(12")=693.25+50.71=DI-2FF (L=10' W/SAFETY SLAB) (D=60")INV OUT(48")=683.10INV IN(48")=683.20INV IN(15")=693.00INV IN(12")=693.25+62.71=DI-2FF (L=10' W/SAFETY SLAB) (D=60")INV OUT(48")=683.95INV IN(48")=684.05INV IN(12")=693.25+74.71=DI-2FF (L=10' W/SAFETY SLAB) (D=60")INV OUT(48")=684.75INV IN(48")=684.85INV IN(15")=693.00INV IN(12")=693.25+86.68=DI-2FF (L=10' W/SAFETY SLAB) (D=60")INV OUT(48")=685.45INV IN(48")=685.55INV IN(12")=693.02+98.65=DI-2FF (L=10' W/SAFETY SLAB) (D=60")INV OUT(48")=686.15INV IN(48")=686.25INV IN(15")=693.00INV IN(12")=693.25+10.62=DI-2FF (L=12' W/SAFETY SLAB) (D=60")INV OUT(48")=686.85INV IN(48")=686.95INV IN(12")=693.25+05.43=DI-2FF (L=10' W/SAFETY SLAB) (D=60")INV OUT(48")=687.45INV IN(48")=687.55+65.25=DI-2EE (L=6' W/SAFETY SLAB) (D=60")INV OUT(48")=687.90INV IN(48")=688.00INV IN(15")=696.75TOP=681.71152 10+00=ES-1INV IN(48")=670.00+59.01=MH-2 (D=60")INV OUT(48")=670.60INV IN(48")=674.3028' CL I RIP RAP DEPTH = 2.50'4.3' COVER3.3' COVERPR. GRADEEX. GRADE PR. GRADE EX. GRADE EX. GRADE 10 YR WSEL=674.84PR. HGL EXISTING POND 3A PR. HGL NOTE 1 SEE SHEET 41 NOTE 1 SEE SHEET 41 (TYP.) NOTE 1 SEE SHEET 41 (TYP.) NOTE 2 SEE SHEET 41 (TYP.) NOTE 2 SEE SHEET 41 (TYP.)SEE SHEET +72.71=6" WATER LINE X-INGINV=701.46+28.71=6" WATER LINE X-INGINV=701.40STM 151-189 TOP=706.30179 46.43'-36" RCP CL III@ 0.54%TOP=706.30178 112.00' - 36" RCP CL III @ 0.58%TOP=705.71177 117.19' - 42" RCP CL III @ 0.55%TOP=703.81176 113.43' - 42" RCP CL III @ 0.53%TOP=702.15175 109.19' - 42" RCP CL III @ 0.69%+35.18=DI-2B (L=6') (D=60")INV OUT(42")=694.80INV IN(42")=694.9052.75'-42" RCP CL III@ 0.57%+34.11=DI-2FF (L=6' W/SAFETY SLAB) (D=60")INV OUT(42")=693.60INV IN(42")=693.70INV IN(15")=697.00201.07' - 42" RCP CL III @ 0.55%+66.11=DI-2FF (L=8' W/SAFEETY SLAB) (D=60")INV OUT(42")=693.10INV IN(42")=693.20INV IN(15")=697.0068.00' - 42" RCP CL III @ 0.59%TOP=706.00171 106.75' - 42" RCP CL III @ 0.56%TOP=706.00170 90.50' - 42" RCP CL III @ 0.55%TOP=706.00169 115.75' - 42" RCP CL III @ 0.52%TOP=705.90168 93.00' - 42" RCP CL III @ 0.65%52.10'-42" RCP CL III@ 0.86%TOP=707.78166 TOP=708.63165 99.61' - 48" RCP CL IV @ 0.55%TOP=702.88174 TOP=706.00173 TOP=706.00172 143.15'-48" RCP CL IV@ 0.56%+39.73=DI-2C (L=12') (D=60")INV OUT(36")=698.65INV IN(36")=698.75INV IN(15")=701.50+27.73=DI-2C (L=10') (D=60")INV OUT(42")=697.50INV IN(36")=698.00INV IN(18")=701.53+10.54=DI-2B (L=6') (D=60")INV OUT(42")=696.75INV IN(42")=696.85+97.12=DI-2B (L=8') (D=60")INV OUT(42")=696.05INV IN(42")=696.15+87.93=DI-2C (L=10') (D=72")INV OUT(42")=695.20INV IN(42")=695.30+59.36=DI-2FF (L=8' W/SAFETY SLAB) (D=60")INV OUT(42")=692.40INV IN(42")=692.50INV IN(15")=697.00+68.86=DI-2FF (L=8' W/SAFETY SLAB) (D=60")INV OUT(42")=691.80INV IN(42")=691.90INV IN(15")=697.00+53.11=DI-2FF (L=8' WITH SAFETY SALB) (D=60")INV OUT(42")=691.10INV IN(42")=691.20+60.11=DI-2FF (L=6' W/SAFETY SLAB) (D=60")INV OUT(42")=690.40INV IN(42")=690.50+08.01=DI-2FF (L=8' W/SAFETY SLAB) (D=60")INV OUT(48")=689.45INV IN(15")=693.75INV IN(42")=689.95+08.39=DI-2EE (L=6' W/SAFETY SLAB) (D=60")INV OUT(48")=688.80INV IN(48")=688.90INV IN(15")=695.75+42.51=12" SANITARY X-INGINV.=678.162.8' COVER3.7' COVERPR. GRADE PR. GRADEPR. GRADE EX. GRADE EX. GRADE EX. GRADE PR. HGL PR. HGL PR. HGL NOTE 1 SEE SHEET 41 (TYP.) NOTE 1 SEE SHEET 41 (TYP.) NOTE 2 SEE SHEET 41 (TYP.) NOTE 2 SEE SHEET 41 (TYP.) NOTE 2 SEE SHEET 41 (TYP.) STM 151-189 STM 151-189 STORM SEWER PROFILES34 C-CU-210.DWG C-CU-210 1" = 50'1"=5' GORDON J. MARRONE J. MARRONE P. LAZAREVICHGordon4501 Daly DriveChantilly, VA 20151Phone: 703-263-1900www.gordon.us.comPROGRAMMING AND PLANNINGCIVIL ENGINEERINGLANDSCAPE ARCHITECTURESURVEY AND MAPPINGSECURITY CONSULTINGREVISIONS NUMBER DATE DESCRIPTIONSEAL: NUMBER: NCS: CADD: JOB: PLAN: HORIZ: VERT: Gordon SCALE: DATE: SUR: DRW: DES: CHK: 95 3088-0104 (SP) #14-22 JANUARY 2022 HORIZONTAL SCALE: 1" = 50' 50 25 0 50 100 150 VERTICAL SCALE: 1" = 5' 5 2.5 0 5 10 15 MATCH LINE SEE THIS SHEETMATCH LINE SEE THIS SHEETMATCH LINE SEE SHEET35 TOP=707.80189 TOP=707.80188 56.00'-15" RCP CL III@ 0.54%TOP=707.80187 56.00'-24" RCP CL III@ 0.54%TOP=707.80186 55.96'-24" RCP CL III@ 0.54%TOP=707.80185 56.04'-30" RCP CL III@ 0.54%TOP=707.80184 56.00'-30" RCP CL III@ 0.54%TOP=707.80183 56.00'-30" RCP CL III@ 0.54%TOP=707.26180 56.00'-30" RCP CL III@ 0.54%TOP=706.30179 46.43'-36" RCP CL III@ 0.54%56.00'-36" RCP CL III@ 0.54%115.60' - 45"x29" RCP CLI III @ 0.52%TOP=707.80181 TOP=707.80182 +49.76=DI-1 (D=48")INV OUT(15")=704.35+13.76=DI-1 (D=48")INV OUT(30")=700.90INV IN(30")=701.00INV IN(12")=704.60+57.76=DI-1 (D=60")INV OUT(36")=700.10INV IN(30")=700.60INV IN(12")=704.60+01.76=DI-1 (D=60")INV OUT(45")=699.70INV IN(36")=699.80INV IN(12")=704.60+69.76=DI-1 (D=48")INV OUT(30")=701.30INV IN(30")=701.40INV IN(12")=704.60+25.76=DI-1 (D=48")INV OUT(30")=701.70INV IN(30")=701.80INV IN(12")=704.60+93.76=DI-1 (D=48")INV OUT(24")=703.30INV IN(15")=704.05INV IN(15")=704.35+37.76=DI-1 (D=48")INV OUT(24")=702.90INV IN(24")=703.00INV IN(12")=704.60+81.81=DI-1 (D=48")INV OUT(30")=702.10INV IN(24")=702.60INV IN(12")=704.60+86.16=DI-2B (L=6') (D=60")INV OUT(36")=699.00INV IN(45")=699.10+39.73=DI-2C (L=12') (D=60")INV OUT(36")=698.65INV IN(36")=698.75INV IN(15")=701.50+87.74=8" SANITARY X-INGINV.=694.7910 YR WSEL=707.9410 YR WSEL=707.9410 YR WSEL=707.9410 YR WSEL=707.9410 YR WSEL=707.9410 YR WSEL=707.9410 YR WSEL=707.9410 YR WSEL=707.9410 YR WSEL=707.901.5' MIN CLEAR2.0' MINCOVER2.3' COVERPR. GRADE PR. GRADE PR. GRADE EX. GRADE PR. HGL PR. HGL NOTE 2 SEE SHEET 41 (TYP.)+46.23=6" WATER LINE X-INGINV=698.86STM 154-RD11 STM 154A-RD12161.21' - 12" HDPE@ 4.81%TOP=709.10154A 27.00'-12" HDPE@ 2.22%TOP=709.64RD11 TOP=706.17154 TOP=709.10154A 27.00'-12" HDPE@ 2.22%TOP=709.64RD12 TOP=709.10154B 56.00'-12" HDPE@ 1.07%+00=DI-2FF (L=10' W/SAFETY SLAB) (D=84")INV OUT(48")=679.50INV IN(48")=680.30INV IN(12")=693.25+61.21=MH-2 (D=48")INV OUT(12")=701.00INV IN(12")=705.40INV IN(12")=706.00+88.21=ADS Nyloplast Structure (D=24")INV OUT(12")=706.60+00=MH-2 (D=48")INV OUT(12")=701.00INV IN(12")=705.40INV IN(12")=706.00+56=ADS Nyloplast Structure (D=24")INV OUT(12")=706.00INV IN(12")=706.00+83=ADS Nyloplast Structure (D=24")INV OUT(12")=706.6010+88.21=12" WATER LINE X-ING, INV=702.473.8' CLEAR2.0' COVER2.7' COVER2.1' COVER2.0' MIN. COVERPR. GRADE PR. GRADE EX. GRADE EX. GRADE PR. HGL PR. HGL NOTE 1 SEE SHEET 41 (TYP.) NOTE 2 SEE SHEET 41 (TYP.) STM 157A-RD17STM 156-RD15STM 155A-RD13 STM 155B-RD14TOP=706.27155 10.08'-15" RCP CL III@ 4.96%TOP=703.32155A TOP=709.64RD13 27.00'-12" HDPE@ 2.22%TOP=709.10155B 160.21' - 12" HDPE@ 4.84% STM 156A-RD16 STM 157B-RD18TOP=709.10155B TOP=709.64RD14 27.00'-12" HDPE@ 2.22%TOP=709.10155C 56.00'-12" HDPE@ 1.07%+89.92=DI-2FF (L=8') (D=48")INV OUT(15")=693.50+00=DI-2FF (L=10' W/SAFETY SLAB) (D=60")INV OUT(48")=681.25INV IN(48")=681.35INV IN(15")=693.00INV IN(12")=693.25+60.21=MH-2 (D=48")INV OUT(12")=701.00INV IN(12")=705.40INV IN(12")=706.00+87.21=ADS Nyloplast Structure (D=24")INV OUT(12")=706.60+00=MH-2 (D=48")INV OUT(12")=701.00INV IN(12")=705.40INV IN(12")=706.00+56=ADS Nyloplast Structure (D=24")INV OUT(12")=706.00INV IN(12")=706.00+83=ADS Nyloplast Structure (D=24")INV OUT(12")=706.60160.21' - 12" HDPE@ 4.84%TOP=709.10156A 27.00'-12" HDPE@ 2.22%TOP=709.64RD15 TOP=706.27156 +00=DI-2FF (L=10' W/SAFETY SLAB) (D=60")INV OUT(48")=682.20INV IN(48")=682.30INV IN(12")=693.25+60.21=MH-2 (D=48")INV OUT(12")=701.00INV IN(12")=705.40INV IN(12")=706.00+87.21=ADS Nyloplast Structure (D=24")INV OUT(12")=706.60TOP=709.10156A TOP=709.64RD16 27.00'-12" HDPE@ 2.22%TOP=709.10156B 56.00'-12" HDPE@ 1.07%+00=MH-2 (D=48")INV OUT(12")=701.00INV IN(12")=705.40INV IN(12")=706.00+56=ADS Nyloplast Structure (D=24")INV OUT(12")=706.00INV IN(12")=706.00+83=ADS Nyloplast Structure (D=24")INV OUT(12")=706.60TOP=703.32157A 10.08'-15" RCP CL III@ 4.96%160.21' - 12" HDPE@ 4.84%TOP=709.10157B 27.00'-12" HDPE@ 2.22%TOP=709.64RD17 TOP=706.27157 +89.92=DI-2FF (L=8') (D=48")INV OUT(15")=693.50+00=DI-2FF (L=10' W/SAFETY SLAB) (D=60")INV OUT(48")=683.10INV IN(48")=683.20INV IN(15")=693.00INV IN(12")=693.25+60.21=MH-2 (D=48")INV OUT(12")=701.00INV IN(12")=705.40INV IN(12")=706.00+87.21=ADS Nyloplast Structure (D=24")INV OUT(12")=706.60TOP=709.10157B TOP=709.64RD18 27.00'-12" HDPE@ 2.22%TOP=709.10157C 56.00'-12" HDPE@ 1.07%+00=MH-2 (D=48")INV OUT(12")=701.00INV IN(12")=705.40INV IN(12")=706.00+56=ADS Nyloplast Structure (D=24")INV OUT(12")=706.00INV IN(12")=706.00+83=ADS Nyloplast Structure (D=24")INV OUT(12")=706.6010+87.21=12" WATER LINE X-ING, INV=702.4510+87.21=12" WATER LINE X-ING, INV=702.453.9' CLEAR2.0' MIN. COVER2.1'COVER2.0' MIN. COVER2.0' MIN. COVER3.9' CLEAR2.1' COVER2.0' MIN. COVER2.0' MIN. COVER2.0' MIN. COVER3.9' CLEAR2.0' MIN. COVER2.7' MIN. COVER2.0' MIN. COVER2.0' MIN. COVERPR. GRADE PR. GRADE PR. GRADE PR. GRADE PR. GRADE PR. GRADE EX. GRADE EX. GRADE EX. GRADE EX. GRADE EX. GRADE EX. GRADE PR. CONTROLLED FILL REQ'D (TYP.) PR. CONTROLLED FILL REQ'D (TYP.) PR. CONTROLLED FILL REQ'D (TYP.) PR. HGL PR. HGL PR. HGL PR. HGL PR. HGL PR. HGL NOTE 1 SEE SHEET 41 (TYP.) NOTE 1 SEE SHEET 41 (TYP.) NOTE 1 SEE SHEET 41 (TYP.) NOTE 2 SEE SHEET 41 (TYP.)NOTE 2 SEE SHEET 41 (TYP.) NOTE 2 SEE SHEET 41 (TYP.)+87.21=8" WATER LINE X-INGINV=702.45+52.03=8" WATER LINE X-INGINV=703.701.5' CLEARSTM 151-189 STORM SEWER PROFILES35 C-CU-210.DWG C-CU-210 1" = 50'1"=5' GORDON J. MARRONE J. MARRONE P. LAZAREVICHGordon4501 Daly DriveChantilly, VA 20151Phone: 703-263-1900www.gordon.us.comPROGRAMMING AND PLANNINGCIVIL ENGINEERINGLANDSCAPE ARCHITECTURESURVEY AND MAPPINGSECURITY CONSULTINGREVISIONS NUMBER DATE DESCRIPTIONSEAL: NUMBER: NCS: CADD: JOB: PLAN: HORIZ: VERT: Gordon SCALE: DATE: SUR: DRW: DES: CHK: 95 3088-0104 (SP) #14-22 JANUARY 2022 HORIZONTAL SCALE: 1" = 50' 50 25 0 50 100 150 VERTICAL SCALE: 1" = 5' 5 2.5 0 5 10 15MATCH LINE SEE SHEET 34 STM 160-RD23STM 159A-RD21STM 158-RD19 STM 158A-RD20 STM 159B-RD22 STM 160A-RD24160.21' - 12" HDPE@ 4.84%TOP=709.10158A 27.00'-12" HDPE@ 2.22%TOP=709.64RD19 TOP=706.27158 +00=DI-2FF (L=10' W/SAFETY SLAB) (D=60")INV OUT(48")=683.95INV IN(48")=684.05INV IN(12")=693.25+60.21=MH-2 (D=48")INV OUT(12")=701.00INV IN(12")=705.40INV IN(12")=706.00+87.21=ADS Nyloplast Structure (D=24")INV OUT(12")=706.60TOP=709.10158A TOP=709.64RD20 27.00'-12" HDPE@ 2.22%TOP=709.10158B 56.00'-12" HDPE@ 1.07%+00=MH-2 (D=48")INV OUT(12")=701.00INV IN(12")=705.40INV IN(12")=706.00+56=ADS Nyloplast Structure (D=24")INV OUT(12")=706.00INV IN(12")=706.00+83=ADS Nyloplast Structure (D=24")INV OUT(12")=706.60TOP=703.32159A 10.08'-15" RCP CL III@ 4.96%160.21' - 12" HDPE@ 4.84%TOP=709.10159B 27.00'-12" HDPE@ 2.22%TOP=709.64RD21 TOP=706.27159 +87.21=ADS Nyloplast Structure (D=24")INV OUT(12")=706.60+60.21=MH-2 (D=48")INV OUT(12")=701.00INV IN(12")=705.40INV IN(12")=706.00+00=DI-2FF (L=10' W/SAFETY SLAB) (D=60")INV OUT(48")=684.75INV IN(48")=684.85INV IN(15")=693.00INV IN(12")=693.25+89.92=DI-2FF (L=8') (D=48")INV OUT(15")=693.50+00=MH-2 (D=48")INV OUT(12")=701.00INV IN(12")=705.40INV IN(12")=706.00TOP=709.10159C +30.65=ADS Nyloplast Structure (D=24")INV OUT(12")=706.6027.00'-12" HDPE@ 2.22%56.00'-12" HDPE@ 1.07%TOP=709.10159B TOP=709.64RD22 +00=DI-2FF (L=10' W/SAFETY SLAB) (D=60")INV OUT(48")=685.45INV IN(48")=685.55INV IN(12")=693.02+86.65=MH-2 (D=48")INV OUT(12")=701.00INV IN(12")=705.40INV IN(12")=706.00TOP=709.10160A +86.65=ADS Nyloplast Structure (D=24")INV OUT(12")=706.60TOP=709.64RD23 TOP=706.27160 160.21' - 12" RCP CL III@ 4.98%+00=MH-2 (D=48")INV OUT(12")=701.00INV IN(12")=705.40INV IN(12")=706.0056.00' - 12" HDPE @ 1.07%27.00'-12" HDPE@ 2.22%+42.65=ADS Nyloplast Structure (D=24")INV OUT(12")=706.00INV IN(12")=706.00TOP=709.10160B +42.65=ADS Nyloplast Structure (D=24")INV OUT(12")=706.60TOP=709.64RD24 TOP=709.10160A +30.65=ADS Nyloplast Structure (D=24")INV OUT(12")=706.00INV IN(12")=706.0027.00'-12" HDPE@ 2.22%10+87.21=12" WATER LINE X-ING, INV=702.452.0' MIN. COVER2.0' MIN. COVER3.9' CLEAR3.9' CLEAR2.0' MIN. COVER2.1' COVER2.0' MIN. COVER2.0' MIN. COVER2.0' MIN. COVER2.0' MIN. COVER2.0' MIN. COVER2.0' MIN. COVER4.0' CLEAR2.0' MIN. COVER2.1' COVER2.7' COVERPR. GRADE PR. GRADE PR. GRADE PR. GRADE PR. GRADE PR. GRADE EX. GRADE EX. GRADE EX. GRADE EX. GRADE EX. GRADE EX. GRADE PR. CONTROLLED FILL REQ'D (TYP.)PR. CONTROLLED FILL REQ'D (TYP.)PR. CONTROLLED FILL REQ'D (TYP.) PR. HGL PR. HGL PR. HGL PR. HGL PR. HGL PR. HGL NOTE 1 SEE SHEET 41 (TYP.) NOTE 1 SEE SHEET 41 (TYP.)NOTE 1 SEE SHEET 41 (TYP.) NOTE 2 SEE SHEET 41 (TYP.)NOTE 2 SEE SHEET 41 (TYP.) NOTE 2 SEE SHEET 41 (TYP.)+87.21=8" WATER LINE X-INGINV=702.45+52.03=8" WATER LINE X-ING, INV=703.661.5' CLEAR+87.21=12" WATER LINE X-ING, INV=702.47STM 164-164ASTM 162A-RD28STM 161A-RD25 STM 162-RD27STM 161B-RD26+89.92=DI-2FF (L=8') (D=48")INV OUT(15")=693.50TOP=703.32161A +00=DI-2FF (L=10' W/SAFETY SLAB) (D=60")INV OUT(48")=686.15INV IN(48")=686.25INV IN(15")=693.00INV IN(12")=693.25TOP=706.27161 +98.65=MH-2 (D=48")INV OUT(12")=701.00INV IN(12")=705.40INV IN(12")=706.00TOP=709.10161B +98.65=ADS Nyloplast Structure (D=24")INV OUT(12")=706.60TOP=709.64RD25 160.21' - 12" RCP CL III@ 4.84%+00=MH-2 (D=48")INV OUT(12")=701.00INV IN(12")=705.40INV IN(12")=706.00+54.65=ADS Nyloplast Structure (D=24")INV OUT(12")=706.00INV IN(12")=706.00+54.65=ADS Nyloplast Structure (D=24")INV OUT(12")=706.60TOP=709.64RD26 TOP=709.10161C 56.00'-12" HDPE@ 1.07%27.00'-12" HDPE@ 2.22%TOP=709.10161B +00=DI-2FF (L=12' W/SAFETY SLAB) (D=60")INV OUT(48")=686.85INV IN(48")=686.95INV IN(12")=693.25TOP=706.27162 +34.84=MH-2 (D=48")INV OUT(12")=699.10INV IN(12")=704.30INV IN(12")=705.00TOP=708.30162A +65.25=ADS Nyloplast Structure (D=24")INV OUT(12")=706.60TOP=709.64RD27 67.00' - 12" HDP E @ 2.39%120.21' - 12" RCP CL III@ 4.87%+00=MH-2 (D=48")INV OUT(12")=699.10INV IN(12")=704.30INV IN(12")=705.00TOP=708.30162A +65.25=ADS Nyloplast Structure (D=24")INV OUT(12")=705.00INV IN(12")=705.00TOP=709.91162B +65.25=ADS Nyloplast Structure (D=24")INV OUT(12")=706.60TOP=713.62RD28 53.20' - 12" HDPE @ 1.32% 67.00' - 12" HDP E @ 2.39%+00=DI-2EE (L=6' W/SAFETY SLAB) (D=60")INV OUT(48")=687.90INV IN(48")=688.00INV IN(15")=696.75+91.71=DI-2EE (L=6') (D=48")INV OUT(15")=700.00TOP=708.21164 TOP=710.06164A 43.91'-15" RCP CL III@ 7.40%27.00'-12" HDPE@ 2.22%10+87.21=12" WATER LINE X-ING, INV=702.4410.08'-15" RCP CL III@ 4.96%2.0' MIN. COVER2.0' MIN. COVER3.8' CLEAR2.7' COVER2.0' MIN. COVER2.0' MIN. COVER2.2' MIN. COVER2.0' MIN. COVER3.9' CLEAR3.0' COVER3.7' CLEARPR. GRADE PR. GRADE PR. GRADE PR. GRADE PR. GRADE EX. GRADE EX. GRADE EX. GRADE EX. GRADE EX. GRADE PR. CONTROLLED FILL REQ'D (TYP.) PR. CONTROLLED FILL REQ'D (TYP.) PR. CONTROLLED FILL REQ'D (TYP.) PR. CONTROLLED FILL REQ'D (TYP.) PR. CONTROLLED FILL REQ'D (TYP.) PR. HGL PR. HGL PR. HGL PR. HGL PR. HGL NOTE 1 SEE SHEET 41 (TYP.) NOTE 1 SEE SHEET 41 (TYP.) NOTE 1 SEE SHEET 41 (TYP.) NOTE 2 SEE SHEET 41 (TYP.) NOTE 2 SEE SHEET 41 (TYP.) NOTE 2 SEE SHEET 41 (TYP.)+87.21=XX" WATER LINE X-ING, INV=702.48+51.03=8" WATER LINE X-ING, INV=703.68STORM SEWER PROFILES36 C-CU-210.DWG C-CU-210 1" = 50'1"=5' GORDON J. MARRONE J. MARRONE P. LAZAREVICHGordon4501 Daly DriveChantilly, VA 20151Phone: 703-263-1900www.gordon.us.comPROGRAMMING AND PLANNINGCIVIL ENGINEERINGLANDSCAPE ARCHITECTURESURVEY AND MAPPINGSECURITY CONSULTINGREVISIONS NUMBER DATE DESCRIPTIONSEAL: NUMBER: NCS: CADD: JOB: PLAN: HORIZ: VERT: Gordon SCALE: DATE: SUR: DRW: DES: CHK: 95 3088-0104 (SP) #14-22 JANUARY 2022 HORIZONTAL SCALE: 1" = 50' 50 25 0 50 100 150 VERTICAL SCALE: 1" = 5' 5 2.5 0 5 10 15 STM 178-RD30STM 173-173DSTM 172-172ASTM 171-171ASTM 170-170ASTM 166-166BSTM 165-165A+00=DI-2EE (L=6' W/SAFETY SLAB) (D=60")INV OUT(48")=688.80INV IN(48")=688.90INV IN(15")=695.7542.12'-15" RCP CL III@ 5.34%+08.39=DI-2C (L=8') (D=48")INV OUT(15")=698.00TOP=704.34165A TOP=708.63165 +55.84=DI-2FF (L=8') (D=48")INV OUT(15")=696.50INV IN(15")=697.50TOP=707.12166A 68.00' - 15" R C P C L III @ 2.94%+23.84=DI-2C (L=8') (D=48")INV OUT(15")=699.50TOP=707.12166B +00=DI-2FF (L=8' W/SAFETY SLAB) (D=60")INV OUT(42")=691.80INV IN(42")=691.90INV IN(15")=697.00TOP=706.00170 42.50'-15" RCP CL III@ 5.88%+68.86=DI-2C (L=8') (D=48")INV OUT(15")=699.50TOP=707.12170A +00=DI-2FF (L=8' W/SAFETY SLAB) (D=60")INV OUT(42")=692.40INV IN(42")=692.50INV IN(15")=697.00TOP=706.00171 42.50'-15" RCP CL III@ 5.88%+59.36=DI-2C (L=8') (D=48")INV OUT(15")=699.50TOP=707.12171A +00=DI-2FF (L=8' W/SAFEETY SLAB) (D=60")INV OUT(42")=693.10INV IN(42")=693.20INV IN(15")=697.00TOP=706.00172 42.50'-15" RCP CL III@ 5.88%+66.11=DI-2C (L=8') (D=48")INV OUT(15")=699.50TOP=707.12172A +00=DI-2FF (L=6' W/SAFETY SLAB) (D=60")INV OUT(42")=693.60INV IN(42")=693.70INV IN(15")=697.00TOP=706.00173 42.50'-15" RCP CL III@ 4.12%+34.11=DI-2C (L=8') (D=48")INV OUT(15")=698.75INV IN(15")=699.00TOP=707.12173A 55.84'-15" RCP CL III@ 2.69%+89.95=DI-2C (L=8') (D=48")INV OUT(15")=700.50INV IN(15")=700.75TOP=707.30173B +56.88=DI-2B (L=4') (D=48")INV OUT(15")=701.50INV IN(15")=701.75TOP=708.16173C +43.13=DI-2B (L=6') (D=48")INV OUT(15")=703.25TOP=709.82173D 86.45' - 15" RCP CL II I @ 1.74%+00=DI-2C (L=10') (D=60")INV OUT(42")=697.50INV IN(36")=698.00INV IN(18")=701.53TOP=706.30178 125.45' - 18" RCP C L III @ 1.99%+27.73=MH-2 (D=48")INV OUT(18")=704.02INV IN(12")=705.10INV IN(12")=704.50INV IN(12")=704.50TOP=708.40178A +27.73=ADS Nyloplast Structure (D=24")INV OUT(12")=706.60TOP=709.64RD30 61.76' - 12" HDP E @ 2.43% 71.81' - 15" RCP CL III @ 1.04%+18.21=12" SANITARY X-INGINV.=687.92+18.21=12" SANITARY X-INGINV.=688.65+01.24=12" SANITARY X-INGINV.=692.45TOP=707.78166 +00=DI-2FF (L=8' W/SAFETY SLAB) (D=60")INV OUT(48")=689.45INV IN(15")=693.75INV IN(42")=689.9555.84'-15" RCP CL III@ 4.93%2.7' COVER2.2' COVER2.0' MIN. COVER1.5' MIN.CLEARPR. GRADE PR. GRADE PR. GRADE PR. GRADE PR. GRADE PR. GRADE PR. GRADE EX. GRADE EX. GRADE EX. GRADE EX. GRADE EX. GRADE EX. GRADE EX. GRADE PR. HGL PR. HGL PR. HGL PR. HGL PR. HGL PR. HGL PR. HGL PR. HGL NOTE 1 SEE SHEET 41 (TYP.) NOTE 1 SEE SHEET 41 (TYP.) NOTE 1 SEE SHEET 41 (TYP.) NOTE 1 SEE SHEET 41 (TYP.) NOTE 1 SEE SHEET 41 (TYP.) NOTE 2 SEE SHEET 41 (TYP.) NOTE 2 SEE SHEET 41 (TYP.) NOTE 2 SEE SHEET 41 (TYP.) NOTE 2 SEE SHEET 41 (TYP.) NOTE 2 SEE SHEET 41 (TYP.) NOTE 2 SEE SHEET 41 (TYP.) NOTE 2 SEE SHEET 41 (TYP.)+43.20=12" WATER LINE X-ING, INV=702.86STM 179-RD32 STM 182-RD35 STM 181-RD34STM 178A-RD29 STM 179A-RD33STM 178A-RD31+00=MH-2 (D=48")INV OUT(18")=704.02INV IN(12")=705.10INV IN(12")=704.50INV IN(12")=704.50TOP=708.40178A +74.53=ADS Nyloplast Structure (D=24")INV OUT(12")=705.30INV IN(12")=705.30TOP=709.29178B +74.53=ADS Nyloplast Structure (D=24")INV OUT(12")=706.60TOP=713.64RD29 61.76' - 12" HDPE @ 2.10%53.20' - 12" HDPE @ 1.50%+00=MH-2 (D=48")INV OUT(18")=704.02INV IN(12")=705.10INV IN(12")=704.50INV IN(12")=704.50TOP=708.40178A +83.73=ADS Nyloplast Structure (D=24")INV OUT(12")=705.30INV IN(12")=705.30TOP=708.40178C +83.73=ADS Nyloplast Structure (D=24")INV OUT(12")=706.60TOP=709.64RD31 +00=DI-2C (L=12') (D=60")INV OUT(36")=698.65INV IN(36")=698.75INV IN(15")=701.50160.21' - 15" RCP C L III @ 2.28%+91.77=MH-2 (D=48")INV OUT(15")=705.15INV IN(12")=705.40INV IN(12")=706.00+01.76=ADS Nyloplast Structure (D=24")INV OUT(12")=706.60TOP=709.64RD32 TOP=709.10179A TOP=706.30179 +00=MH-2 (D=48")INV OUT(15")=705.15INV IN(12")=705.40INV IN(12")=706.00TOP=709.10179A 56.00'-12" HDPE@ 1.07%+01.76=ADS Nyloplast Structure (D=24")INV OUT(12")=706.00INV IN(12")=706.00TOP=709.10179B +01.76=ADS Nyloplast Structure (D=24")INV OUT(12")=706.60TOP=709.64RD33 27.00'-12" HDPE@ 2.22%+00=DI-1 (D=60")INV OUT(45")=699.70INV IN(36")=699.80INV IN(12")=704.60TOP=707.80181 92.00' - 12" HDPE @ 2.17%+01.76=ADS Nyloplast Structure (D=24")INV OUT(12")=706.60TOP=709.64RD34 +00=DI-1 (D=60")INV OUT(36")=700.10INV IN(30")=700.60INV IN(12")=704.60TOP=707.80182 92.00' - 12" HDPE @ 2.17%+57.76=ADS Nyloplast Structure (D=24")INV OUT(12")=706.60TOP=709.64RD35 27.00'-12" HDPE@ 2.22%61.76' - 12" HDPE @ 2.10%56.00' - 12" HDPE @ 1.43%+18=12" SANITARY X-INGINV.=693.66+18=12" SANITARY X-INGINV.=693.91+08.01=12" SANITARY X-INGINV.=692.952.8' COVER2.8' COVER2.1' COVER2.0' MIN.COVER3.0' COVER2.0' MIN.COVER2.0' MIN.COVER2.7' COVER2.0' MIN.COVER2.0' MIN.COVER2.0' MIN.COVER2.1' COVER1.5' CLEAR2.1' COVER2.0' MIN.COVERPR. GRADE PR. GRADE PR. GRADE PR. GRADE PR. GRADE PR. GRADE EX. GRADE EX. GRADE EX. GRADE EX. GRADE EX. GRADE EX. GRADE PR. HGL PR. HGL PR. HGL PR. HGL PR. HGL PR. HGL NOTE 2 SEE SHEET 41 (TYP.)+70.95=12" WATER LINE X-ING, INV=703.04+73.77=12" WATER LINE X-ING, INV=702.94+33.21=12" WATER LINE X-ING, INV=701.76+37.99=XX" WATER LINE X-ING, INV=702.76+38.01=12" WATER LINE X-ING, INV=702.77STORM SEWER PROFILES37 C-CU-210.DWG C-CU-210 1" = 50'1"=5' GORDON J. MARRONE J. MARRONE P. LAZAREVICHGordon4501 Daly DriveChantilly, VA 20151Phone: 703-263-1900www.gordon.us.comPROGRAMMING AND PLANNINGCIVIL ENGINEERINGLANDSCAPE ARCHITECTURESURVEY AND MAPPINGSECURITY CONSULTINGREVISIONS NUMBER DATE DESCRIPTIONSEAL: NUMBER: NCS: CADD: JOB: PLAN: HORIZ: VERT: Gordon SCALE: DATE: SUR: DRW: DES: CHK: 95 3088-0104 (SP) #14-22 JANUARY 2022 HORIZONTAL SCALE: 1" = 50' 50 25 0 50 100 150 VERTICAL SCALE: 1" = 5' 5 2.5 0 5 10 15 STM 188-RD41STM 187-RD40STM 186-RD39STM 185-RD38STM 184-RD37STM 183-RD36+00=DI-1 (D=48")INV OUT(30")=700.90INV IN(30")=701.00INV IN(12")=704.60TOP=707.80183 92.00' - 12" HDPE @ 2.17%+13.76=ADS Nyloplast Structure (D=24")INV OUT(12")=706.60TOP=709.64RD36 +00=DI-1 (D=48")INV OUT(30")=701.30INV IN(30")=701.40INV IN(12")=704.60TOP=707.80184 92.00' - 12" HDPE @ 2.17%+69.76=ADS Nyloplast Structure (D=24")INV OUT(12")=706.60TOP=709.64RD37 +00=DI-1 (D=48")INV OUT(30")=701.70INV IN(30")=701.80INV IN(12")=704.60TOP=707.80185 92.00' - 12" HDPE @ 2.17%+25.76=ADS Nyloplast Structure (D=24")INV OUT(12")=706.60TOP=709.64RD38 +00=DI-1 (D=48")INV OUT(30")=702.10INV IN(24")=702.60INV IN(12")=704.60TOP=707.80186 92.00' - 12" HDPE @ 2.17%+81.76=ADS Nyloplast Structure (D=24")INV OUT(12")=706.60TOP=709.64RD39 +00=DI-1 (D=48")INV OUT(24")=702.90INV IN(24")=703.00INV IN(12")=704.60TOP=707.80187 92.00' - 12" HDPE @ 2.17%+37.76=ADS Nyloplast Structure (D=24")INV OUT(12")=706.60TOP=709.64RD40 +00=DI-1 (D=48")INV OUT(24")=703.30INV IN(15")=704.05INV IN(15")=704.35TOP=707.80188 15.00'-12" HDPE@ 2.34%+93.76=ADS Nyloplast Structure (D=24")INV OUT(12")=706.60TOP=709.64RD41 +18=12" SANITARY X-INGINV.=694.36+18=12" SANITARY X-INGINV.=694.61+18=12" SANITARY X-INGINV.=694.86+18=12" SANITARY X-INGINV.=695.11+18=12" SANITARY X-INGINV.=695.36+18=12" SANITARY X-INGINV.=695.612.1' COVER2.0' MIN.COVER2.1' COVER2.0' MIN.COVER2.1' COVER2.0' MIN.COVER2.1' COVER2.0' MIN.COVER2.1' COVER2.0' MIN.COVER2.1' COVER2.0' MIN.COVERPR. GRADE PR. GRADE PR. GRADE PR. GRADE PR. GRADE PR. GRADE STM 188A-RD42TOP=709.34188A 56.00'-12" HDPE@ 1.07%TOP=709.86188B 15.00'-12" HDPE@ 2.00%TOP=710.14RD42 77.00' - 15" HDPE@ 1.43%TOP=709.34188A +93.76=ADS Nyloplast Structure (D=24")INV OUT(15")=705.45INV IN(12")=706.25INV IN(12")=705.70+00=ADS Nyloplast Structure (D=24")INV OUT(15")=705.45INV IN(12")=706.25INV IN(12")=705.70+49.76=ADS Nyloplast Structure (D=24")INV OUT(12")=706.30INV IN(12")=706.30+49.76=ADS Nyloplast Structure (D=24")INV OUT(12")=706.60EX. GRADE EX. GRADE EX. GRADE EX. GRADE EX. GRADE EX. GRADE EX. GRADE PR. GRADE PR. HGL PR. HGL PR. HGL PR. HGL PR. HGL PR. HGL PR. HGL +38=12" WATER LINE X-ING, INV=701.38+38=12" WATER LINE X-ING, INV=701.12+38=12" WATER LINE X-ING, INV=702.3392.00' - 12" HDPE @ 2.17%1.7' CLEAR1.7' CLEAR1.7' CLEAR1.5' CLEAR+38=12" WATER LINE X-ING, INV=702.65+38=12" WATER LINE X-ING, INV=702.64+38=12" WATER LINE X-ING, INV=702.74STM 110-RD43 110 76.22' - 48" RCP CL III @ 0.66%TOP=704.40111 65.45'-42" RCP CL III@ 0.53%TOP=706.95112 53.38'-42" RCP CL III@ 0.56%TOP=707.76113 171.21' - 42" RCP CL III @ 0.53%TOP=708.00114 38.30'-42" RCP CL III@ 0.52%TOP=707.31115 28.78'-42" RCP CL III@ 0.52%TOP=708.40116 148.44' - 42" RCP CL III @ 0.51%TOP=708.40117 21.97'-42" RCP CL III@ 0.68%TOP=709.00118 51.38'-42" RCP CL III@ 0.58%TOP=709.50119 156.97' - 42" RCP CL III @ 0.51%TOP=711.40120 105.90' - 42" RCP CL III @ 0.52%TOP=711.61121 57.89'-42" RCP CL III@ 0.52%TOP=710.20122 44.97'-36" RCP CL III@ 0.78%TOP=707.80124 56.00'-36" RCP CL III@ 0.54%TOP=707.80125 56.00'-36" RCP CL III@ 0.54%TOP=707.80126 56.00'-36" RCP CL III@ 0.54%TOP=707.80127 56.00'-36" RCP CL III@ 0.54%TOP=707.80128 56.00'-36" RCP CL IIITOP=707.80123 59.25'-42" RCP CL III@ 0.51%10+00=ES-1INV IN(48")=688.00+76.22=DI-2FF (L=12') W/SAFETY SLAB (D=60")INV OUT(48")=688.50INV IN(42")=691.50INV IN(36")=692.00+41.66=DI-2EE (L=8') W/SAFETY SLAB (D=60")INV OUT(42")=691.85INV IN(42")=691.95+95.04=DI-2FF (L=14') W/SAFETY SLAB (D=60")INV OUT(42")=692.25INV IN(42")=692.35+66.25=DI-2FF (L=14') W/SAFETY SLAB (D=60")INV OUT(42")=693.25INV IN(42")=693.35+04.56=DI-2FF (L=8') W/SAFETY SLAB (D=60")INV OUT(42")=693.55INV IN(42")=693.65+33.34=DI-2FF (L=16') W/SAFETY SLAB (D=60")INV OUT(42")=693.80INV IN(42")=693.90+55.12=DI-2FF (L=12') W/SAFETY SLAB (D=60")INV OUT(42")=695.30INV IN(42")=695.40+03.74=DI-2FF (L=10') W/SAFETY SLAB (D=60")INV OUT(42")=694.90INV IN(42")=695.00+81.78=DI-2FF (L=8') W/SAFETY SLAB (D=60")INV OUT(42")=694.65INV IN(42")=694.75+17.99=DI-2EE (L=6') W/SAFETY SLAB (D=60")INV OUT(42")=696.85INV IN(42")=696.85INV IN(15")=704.00+12.09=DI-2FF (L=8') W/SAFETY SLAB (D=60")INV OUT(42")=696.20INV IN(42")=696.30+75.88=DI-2EE (L=6') W/SAFETY SLAB (D=60")INV OUT(42")=697.15INV IN(42")=697.25INV IN(15")=701.00+35.13=DI-1 (D=60")INV OUT(42")=697.55INV IN(36")=698.05+80.09=DI-1 (D=60")INV OUT(36")=698.40INV IN(36")=698.50INV IN(12")=704.60+36.09=DI-1 (D=60")INV OUT(36")=698.80INV IN(36")=698.90INV IN(12")=704.60+92.09=DI-1 (D=60")INV OUT(36")=699.20INV IN(36")=699.30INV IN(12")=704.60+48.09=DI-1 (D=60")INV OUT(36")=699.60INV IN(36")=699.70INV IN(12")=704.60+04.09=DI-1 (D=60")INV OUT(36")=700.00INV IN(36")=700.10INV IN(12")=704.60+55.85=8" SANITARY X-INGINV.=702.4910 YR WSEL=707.9410 YR WSEL=707.9410 YR WSEL=707.9410 YR WSEL=707.9410 YR WSEL=707.9410 YR WSEL=707.9422' CL I RIP RAP DEPTH = 2.50'3.1' CLEAR2.3' CLEAR1.5' MIN.CLEAREX. GRADE PR. GRADE EX. GRADE PR. GRADE PR. GRADE 10 YR WSEL=693.40EXISTING POND 2 PR. HGL PR. HGL NOTE 1 SEE SHEET 41 (TYP.) NOTE 1 SEE SHEET 41 (TYP.) NOTE 2 SEE SHEET 41 (TYP.) NOTE 2 SEE SHEET 41 (TYP.) NOTE 2 SEE SHEET 41 (TYP.)+40.41=12" WATER LINE X-ING, INV=704.08+07.53=12" WATER LINE X-ING, INV=703.61+11.63=6" WATER LINE X-ING, INV=704.281.5' CLEARSTM 110-RD43 STORM SEWER PROFILES38 C-CU-210.DWG C-CU-210 1" = 50'1"=5' GORDON J. MARRONE J. MARRONE P. LAZAREVICH309/08/2022STORM REVISIONGordon4501 Daly DriveChantilly, VA 20151Phone: 703-263-1900www.gordon.us.comPROGRAMMING AND PLANNINGCIVIL ENGINEERINGLANDSCAPE ARCHITECTURESURVEY AND MAPPINGSECURITY CONSULTINGREVISIONS NUMBER DATE DESCRIPTIONSEAL: NUMBER: NCS: CADD: JOB: PLAN: HORIZ: VERT: Gordon SCALE: DATE: SUR: DRW: DES: CHK: 95 3088-0104 (SP) #14-22 JANUARY 2022 HORIZONTAL SCALE: 1" = 50' 50 25 0 50 100 150 VERTICAL SCALE: 1" = 5' 5 2.5 0 5 10 15 MATCH LINE SEE SHEET 39 56.00'-36" RCP CL III@ 0.54%TOP=707.80129 56.00'-30" RCP CL III@ 0.54%TOP=707.80130 56.00'-30" RCP CL III@ 0.54%TOP=707.80131 56.00'-30" RCP CL III@ 0.54%TOP=707.80132 56.00'-30" RCP CL III@ 0.54%TOP=707.80133 56.00'-30" RCP CL III@ 0.54%TOP=707.80134 56.00'-24" RCP CL III@ 0.54%TOP=707.80135 56.00'-15" RCP CL IV@ 0.54%TOP=707.80136 92.00' - 12" HDPE @ 2.17%TOP=709.64RD43 INV IN(12")=704.60+60.09=DI-1 (D=60")INV OUT(36")=700.40INV IN(30")=700.90INV IN(12")=704.60+16.09=DI-1 (D=48")INV OUT(30")=701.20INV IN(30")=701.30INV IN(12")=704.60+72.09=DI-1 (D=48")INV OUT(30")=701.60INV IN(30")=701.70INV IN(12")=704.60+28.09=DI-1 (D=48")INV OUT(30")=702.00INV IN(30")=702.10INV IN(12")=704.60+84.09=DI-1 (D=48")INV OUT(30")=702.40INV IN(30")=702.50INV IN(12")=704.60+40.09=DI-1 (D=48")INV OUT(30")=702.80INV IN(24")=703.30INV IN(12")=704.60+96.09=DI-1 (D=48")INV OUT(24")=703.60INV IN(15")=704.30INV IN(12")=704.60+52.09=DI-1 (D=48")INV OUT(15")=704.60INV IN(12")=704.60+44.09=ADS Nyloplast Structure (D=24")INV OUT(12")=706.60+70.09=12" SANITARY X-INGINV.=696.3010 YR WSEL=707.9410 YR WSEL=707.9410 YR WSEL=707.9410 YR WSEL=707.9410 YR WSEL=707.9410 YR WSEL=707.9410 YR WSEL=707.9410 YR WSEL=707.942.5' COVER2.0' MIN.COVER2.2' COVER1.8' COVER2.0' MIN.COVEREX. GRADE PR. GRADE PR. HGL PR. HGL +55.63=6" WATER LINE X-ING, INV=701.101.5' CLEARSTM 121-RD56 STM 125-RD54 STM 126-RD53STM 124-RD55TOP=707.80124 92.00' - 12" HDPE @ 2.17%TOP=709.64RD55 +00=DI-1 (D=60")INV OUT(36")=698.40INV IN(36")=698.50INV IN(12")=704.60+92=ADS Nyloplast Structure (D=24")INV OUT(12")=706.60TOP=711.61121 47.78'-15" RCP CL III@ 2.09%TOP=709.31121A 40.14'-12" HDPE@ 2.12%TOP=711.57121B 22.67'-12" HDPE@ 2.21%TOP=713.63RD56 +00=DI-2EE (L=6') W/SAFETY SLAB (D=60")INV OUT(42")=696.85INV IN(42")=696.85INV IN(15")=704.00+47.78=DI-2B (L=4') (D=48")INV OUT(15")=705.00INV IN(12")=705.25+87.92=ADS Nyloplast Structure (D=24")INV OUT(12")=706.10INV IN(12")=706.10+10.59=ADS Nyloplast Structure (D=24")INV OUT(12")=706.60+00=DI-1 (D=60")INV OUT(36")=698.80INV IN(36")=698.90INV IN(12")=704.60TOP=707.80125 +28.36=ADS Nyloplast Structure (D=24")INV OUT(12")=706.60TOP=709.64RD54 92.00' - 12" HDPE @ 2.17%92.00' - 12" HDPE @ 2.17%+00=DI-1 (D=60")INV OUT(36")=699.20INV IN(36")=699.30INV IN(12")=704.60TOP=707.80126 TOP=709.64RD53 +28.36=ADS Nyloplast Structure (D=24")INV OUT(12")=706.60+18=12" SANITARY X-INGINV.=699.51+18=12" SANITARY X-INGINV.=699.26+18=12" SANITARY X-INGINV.=699.012.0' MIN.COVER2.1' COVER2.0' MIN.COVER2.1' COVER2.1' COVEREX. GRADE PR. GRADE EX. GRADE PR. GRADE EX. GRADE PR. GRADE EX. GRADE PR. GRADE PR. HGL PR. HGL PR. HGL PR. HGL NOTE 1 SEE SHEET 41 (TYP.) NOTE 2 SEE SHEET 41 (TYP.)+18.01=6" WATER LINE X-ING, INV=702.15+67.18=12" WATER LINE X-ING, INV=703.05+68.65=4" SAN X-INGINV=701.201.5' CLEAR1.5' CLEAR+38=12" WATER LINE X-ING, INV=702.77+38=12" WATER LINE X-ING, INV=702.77+38=12" WATER LINE X-ING, INV=702.761.5' CLEAR1.5' CLEAR1.5' CLEARSTM 127-RD52 STM 128-RD51 STM 129-RD50 STM 130-RD49 STM 131-RD48 STM 132-RD47 STM 133-RD46 +00=DI-1 (D=60")INV OUT(36")=699.60INV IN(36")=699.70INV IN(12")=704.60TOP=707.80127 92.00' - 12" HDPE @ 2.17%+28.36=ADS Nyloplast Structure (D=24")INV OUT(12")=706.60TOP=709.64RD52 +00=DI-1 (D=60")INV OUT(36")=700.00INV IN(36")=700.10INV IN(12")=704.60TOP=707.80128 92.00' - 12" HDPE @ 2.17%+25.28=ADS Nyloplast Structure (D=24")INV OUT(12")=706.60TOP=709.64RD51 +00=DI-1 (D=60")INV OUT(36")=700.40INV IN(30")=700.90INV IN(12")=704.60TOP=707.80129 92.00' - 12" HDPE @ 2.17%+54.67=ADS Nyloplast Structure (D=24")INV OUT(12")=706.60TOP=709.64RD50 +20.36=DI-1 (D=48")INV OUT(30")=701.20INV IN(30")=701.30INV IN(12")=704.60TOP=707.80130 92.00' - 12" HDPE @ 2.17%TOP=709.64RD49 +20.36=DI-1 (D=48")INV OUT(30")=701.60INV IN(30")=701.70INV IN(12")=704.60TOP=707.80131 92.00' - 12" HDPE @ 2.17%+28.36=ADS Nyloplast Structure (D=24")INV OUT(12")=706.60TOP=709.64RD48 +20.36=DI-1 (D=48")INV OUT(30")=702.00INV IN(30")=702.10INV IN(12")=704.60TOP=707.80132 92.00' - 12" HDPE @ 2.17%+28.36=ADS Nyloplast Structure (D=24")INV OUT(12")=706.60TOP=709.64RD47 +18.74=DI-1 (D=48")INV OUT(30")=702.40INV IN(30")=702.50INV IN(12")=704.60TOP=707.80133 92.00' - 12" HDPE @ 2.17%+18.33=ADS Nyloplast Structure (D=24")INV OUT(12")=706.60TOP=709.64RD46 +28.36=ADS Nyloplast Structure (D=24")INV OUT(12")=706.60+18=12" SANITARY X-INGINV.=698.76+18=12" SANITARY X-INGINV.=698.51+18=12" SANITARY X-INGINV.=698.26+18=12" SANITARY X-INGINV.=697.81+18=12" SANITARY X-INGINV.=697.56+18=12" SANITARY X-INGINV.=697.31+18=12" SANITARY X-INGINV.=697.062.0' MIN.COVER2.1' COVER2.0' MIN.COVER2.1' COVER2.0' MIN.COVER2.1' COVER2.0' MIN.COVER2.1' COVER2.0' MIN.COVER2.1' COVER2.0' MIN.COVER2.1' COVER2.0' MIN.COVER2.1' COVEREX. GRADE PR. GRADE EX. GRADE PR. GRADE EX. GRADE PR. GRADE EX. GRADE PR. GRADE EX. GRADE PR. GRADE EX. GRADE PR. GRADE EX. GRADE PR. GRADE PR. HGL PR. HGL PR. HGL PR. HGL PR. HGL PR. HGL PR. HGL +3812" WATER LINE X-ING, INV=702.72+38=12" WATER LINE X-ING, INV=702.731.6' CLEAR1.6' CLEAR1.6' CLEAR1.5' CLEAR1.5' CLEAR1.5' CLEAR1.5' CLEAR+38=12" WATER LINE X-ING, INV=702.75+38=12" WATER LINE X-ING, INV=702.77+38=12" WATER LINE X-ING, INV=702.78+38=XX" WATER LINE X-ING, INV=702.80+38=XX" WATER LINE X-ING, INV=702.82STM 110-RD43 STORM SEWER PROFILES39 C-CU-210.DWG C-CU-210 1" = 50'1"=5' GORDON J. MARRONE J. MARRONE P. LAZAREVICHGordon4501 Daly DriveChantilly, VA 20151Phone: 703-263-1900www.gordon.us.comPROGRAMMING AND PLANNINGCIVIL ENGINEERINGLANDSCAPE ARCHITECTURESURVEY AND MAPPINGSECURITY CONSULTINGREVISIONS NUMBER DATE DESCRIPTIONSEAL: NUMBER: NCS: CADD: JOB: PLAN: HORIZ: VERT: Gordon SCALE: DATE: SUR: DRW: DES: CHK: 95 3088-0104 (SP) #14-22 JANUARY 2022 HORIZONTAL SCALE: 1" = 50' 50 25 0 50 100 150 VERTICAL SCALE: 1" = 5' 5 2.5 0 5 10 15MATCH LINE SEE SHEET 38 STM 134-RD45 STM 135-RD44+74.74=DI-1 (D=48")INV OUT(30")=702.80INV IN(24")=703.30INV IN(12")=704.60TOP=707.80134 92.00' - 12" HDPE @ 2.17%+74.33=ADS Nyloplast Structure (D=24")INV OUT(12")=706.60TOP=709.64RD45 +30.74=DI-1 (D=48")INV OUT(24")=703.60INV IN(15")=704.30INV IN(12")=704.60TOP=707.80135 92.00' - 12" HDPE @ 2.17%TOP=709.64RD44 +30.33=ADS Nyloplast Structure (D=24")INV OUT(12")=706.60+18=12" SANITARY X-INGINV.=696.81+18=12" SANITARY X-INGINV.=696.552.0' MIN.COVER2.1' COVER2.0' MIN.COVER2.1' COVEREX. GRADE PR. GRADE EX. GRADE PR. GRADE PR. HGL PR. HGL 2.3' CLEAR2.6' CLEAR+38=12" WATER LINE X-ING, INV=701.77+38=12" WATER LINE X-ING, INV=701.99STM 111-147 STM 141-RD1TOP=704.40111 103.76' - 36" RCP CL III @ 0.96%TOP=708.39140 71.49' - 36" RCP CL III @ 0.70%TOP=708.62141 105.24' - 30" RCP CL III @ 0.95% 95.41' - 30" RCP CL III @ 0.79%TOP=705.96142 TOP=705.79143 112.00' - 30" RCP CL III @ 0.58%TOP=705.79144 112.00' - 24" RCP CL III @ 0.58%TOP=705.79145 112.00' - 24" RCP CL III @ 0.54%TOP=705.79146 10.58'-15" RCP CL III@ 0.95%TOP=703.32147 +00=DI-2FF (L=12') W/SAFETY SLAB (D=60")INV OUT(48")=688.50INV IN(42")=691.50INV IN(36")=692.00+03.76=DI-2EE (L=6') W/SAFETY SLAB (D=60")INV OUT(36")=693.00INV IN(36")=693.25+75.25=DI-2EE (L=6') W/SAFETY SLAB (D=60")INV OUT(36")=693.75INV IN(30")=694.25INV IN(15")=697.25+80.49=DI-2FF (L=10') (D=48")INV OUT(30")=695.25INV IN(30")=695.50INV IN(15")=697.75+75.90=DI-2FF (L=10') (D=48")INV OUT(30")=696.25INV IN(30")=696.50INV IN(15")=697.75+87.90=DI-2C (L=10') (D=48")INV OUT(30")=697.15INV IN(24")=697.65INV IN(15")=698.50INV IN(15")=698.50+99.90=DI-2C (L=10') (D=48")INV OUT(24")=698.30INV IN(24")=698.55INV IN(15")=701.60+11.90=DI-2C (L=10') (D=48")INV OUT(24")=699.15INV IN(15")=699.90INV IN(15")=701.60+22.48=DI-2C (L=8') (D=48")INV OUT(15")=700.00+00=DI-2EE (L=6') W/SAFETY SLAB (D=60")INV OUT(36")=693.75INV IN(30")=694.25INV IN(15")=697.25TOP=708.62141 100.66' - 15" R C P C L III @ 3.48%+00.66=MH-2 (D=48")INV OUT(15")=700.75INV IN(12")=704.20INV IN(12")=704.20TOP=708.10141A 77.00' - 12" H D P E @ 3.12%+77.66=ADS Nyloplast Structure (D=24")INV OUT(12")=706.60TOP=713.63RD1 2.8' COVERPR. GRADE EX. GRADE EX. GRADE PR. GRADE EX. GRADE PR. GRADE PR. HGL PR. HGL PR. HGLNOTE 1 SEE SHEET 41 (TYP.) NOTE 1 SEE SHEET 41 (TYP.) NOTE 2 SEE SHEET 41 (TYP.) NOTE 2 SEE SHEET 41 (TYP.)NOTE 2 SEE SHEET 41 (TYP.)1.7' CLEARPR. CONTROLLED FILL REQ'D (TYP.) STM 142-142A STM 143-RD3 STM 144A-RD5STM 141A-RD2 STM 143A-RD4+00=MH-2 (D=48")INV OUT(15")=700.75INV IN(12")=704.20INV IN(12")=704.20TOP=708.10141A 53.13' - 12" HDPE @ 1.32%+53.13=ADS Nyloplast Structure (D=24")INV OUT(12")=704.90INV IN(12")=704.90TOP=708.10141B 77.00' - 12" HDPE @ 2.21%+30.13=ADS Nyloplast Structure (D=24")INV OUT(12")=706.60TOP=709.64RD2 TOP=705.96142 +10.58=DI-2C (L=12') (D=48")INV OUT(15")=698.50TOP=703.42142A 10.58'-15" HDPE@ 7.09%+00=DI-2FF (L=10') (D=48")INV OUT(30")=696.25INV IN(30")=696.50INV IN(15")=697.75TOP=705.79143 159.71' - 15" RCP C L III @ 2.03%+59.71=DI-2C L=8 (D=48")INV OUT(15")=701.00INV IN(12")=705.40INV IN(12")=706.00TOP=709.10143A +86.71=ADS Nyloplast Structure (D=24")INV OUT(12")=706.60TOP=709.64RD3 27.00'-12" HDPE@ 2.22%+00=DI-2C L=8 (D=48")INV OUT(15")=701.00INV IN(12")=705.40INV IN(12")=706.00TOP=709.10143A 56.00'-12" HDPE@ 1.07%+56=ADS Nyloplast Structure (D=24")INV OUT(12")=706.00INV IN(12")=706.00TOP=709.10143B 27.00'-12" HDPE@ 2.22%+83=ADS Nyloplast Structure (D=24")INV OUT(12")=706.60TOP=709.64RD4 +05.63=DI-2C (L=8') (D=48")INV OUT(15")=699.25TOP=703.32144A TOP=705.79144 10.58' - 15" RCP CL III @ 7.09%159.71' - 15" RCP CL III @ 1.25%27.00'-12" HDPE@ 2.22%+59.71=MH-2 (D=48")INV OUT(15")=700.50INV IN(12")=705.40INV IN(12")=706.00+14.71=ADS Nyloplast Structure (D=24")INV OUT(12")=706.60TOP=709.64RD5 TOP=709.10144B +00=DI-2FF (L=10') (D=48")INV OUT(30")=695.25INV IN(30")=695.50INV IN(15")=697.7510+86.71=12" WATER LINE X-ING, INV=702.612.0' MIN.COVER2.1' COVER2.0' MIN.COVER2.0' MIN. COVER2.0' MIN.COVER2.0' MIN.COVER2.7' COVER2.0' MIN.COVER2.0' MIN.COVER2.8' COVER1.5' MIN.CLEAREX. GRADE PR. GRADE EX. GRADE PR. GRADE EX. GRADEPR. GRADE EX. GRADE PR. GRADE EX. GRADE PR. GRADE PR. HGL PR. HGL PR. HGL PR. HGL PR. HGL NOTE 2 SEE SHEET 41 (TYP.)NOTE 2 SEE SHEET 41 (TYP.) NOTE 2 SEE SHEET 41 (TYP.)+00=DI-2C (L=10') (D=48")INV OUT(30")=697.15INV IN(24")=697.65INV IN(15")=698.50INV IN(15")=698.50NOTE 2 SEE SHEET 41 (TYP.)1.6' CLEARPR. CONTROLLED FILL REQ'D (TYP.)+86.71=12" WATER LINE X-ING, INV=702.51+51.03=8" WATER LINE X-ING, INV=703.661.5' CLEARSTM 122-122A+00=DI-2EE (L=6') W/SAFETY SLAB (D=60")INV OUT(42")=697.15INV IN(42")=697.25INV IN(15")=701.00TOP=710.20122 TOP=707.80122A +24.58=DI-7 (D=48")INV OUT(15")=702.5024.58'-15" RCP CL III@ 6.10%PR. GRADE EX. GRADE 10 YR WSEL=707.91PR. HGL NOTE 1 SEE SHEET 41 (TYP.) NOTE 2 SEE SHEET 41 (TYP.)STORM SEWER PROFILES40 C-CU-210.DWG C-CU-210 1" = 50'1"=5' GORDON J. MARRONE J. MARRONE P. LAZAREVICHGordon4501 Daly DriveChantilly, VA 20151Phone: 703-263-1900www.gordon.us.comPROGRAMMING AND PLANNINGCIVIL ENGINEERINGLANDSCAPE ARCHITECTURESURVEY AND MAPPINGSECURITY CONSULTINGREVISIONS NUMBER DATE DESCRIPTIONSEAL: NUMBER: NCS: CADD: JOB: PLAN: HORIZ: VERT: Gordon SCALE: DATE: SUR: DRW: DES: CHK: 95 3088-0104 (SP) #14-22 JANUARY 2022 HORIZONTAL SCALE: 1" = 50' 50 25 0 50 100 150 VERTICAL SCALE: 1" = 5' 5 2.5 0 5 10 15 STM 145-RD7 STM 146-RD9STM 144B-RD6 STM 145A-RD8 STM 146A-RD10+00=MH-2 (D=48")INV OUT(15")=700.50INV IN(12")=705.40INV IN(12")=706.00TOP=709.10144B 56.00'-12" HDPE@ 1.07%+56=ADS Nyloplast Structure (D=24")INV OUT(12")=706.00INV IN(12")=706.00TOP=709.10144C +83=ADS Nyloplast Structure (D=24")INV OUT(12")=706.60TOP=709.64RD6 +00=DI-2C (L=10') (D=48")INV OUT(24")=698.30INV IN(24")=698.55INV IN(15")=701.60TOP=705.79145 159.71' - 15" RCP C L III @ 2.22%+59.71=MH-2 (D=48")INV OUT(15")=705.15INV IN(12")=705.40INV IN(12")=706.00TOP=709.10145A 27.00'-12" HDPE@ 2.22%+86.71=ADS Nyloplast Structure (D=24")INV OUT(12")=706.60TOP=709.64RD7 +00=MH-2 (D=48")INV OUT(15")=705.15INV IN(12")=705.40INV IN(12")=706.00TOP=709.10145A TOP=709.10145B +56=ADS Nyloplast Structure (D=24")INV OUT(12")=706.00INV IN(12")=706.00TOP=709.64RD8 +83=ADS Nyloplast Structure (D=24")INV OUT(12")=706.60+00=DI-2C (L=10') (D=48")INV OUT(24")=699.15INV IN(15")=699.90INV IN(15")=701.60TOP=705.79146 159.71' - 15" RCP C L III @ 2.22%+59.71=MH-2 (D=48")INV OUT(15")=705.15INV IN(12")=706.00INV IN(12")=705.40TOP=709.10146A +86.71=ADS Nyloplast Structure (D=24")INV OUT(12")=706.60TOP=709.64RD9 27.00'-12" HDPE@ 2.22%TOP=709.10146A +00=MH-2 (D=48")INV OUT(15")=705.15INV IN(12")=706.00INV IN(12")=705.4056.00' - 12" HDPE @ 1.07%TOP=709.10146B +56=ADS Nyloplast Structure (D=24")INV OUT(12")=706.00INV IN(12")=706.00TOP=709.64RD10 +83=ADS Nyloplast Structure (D=24")INV OUT(12")=706.6027.00'-12" HDPE@ 2.22%27.00'-12" HDPE@ 2.22%56.00'-12" HDPE@ 1.07%27.00'-12" HDPE@ 2.22%10+86.71=12" WATER LINE X-ING, INV=700.7510+86.71=12" WATER LINE X-ING, INV=700.771.6' MIN.CLEAR2.0' MIN.COVER2.0' MIN.COVER2.7' COVER2.7' COVER2.0' MIN.COVER2.0' MIN.COVER2.0' MIN.COVER2.0' MIN.COVER2.7' COVER1.6' CLEAR2.0' MIN.COVER2.0' MIN.COVER2.7' COVER2.0' MIN.COVER2.0' MIN.COVER2.7' COVEREX. GRADE PR. GRADE EX. GRADE PR. GRADE EX. GRADE PR. GRADE EX. GRADE PR. GRADE EX. GRADE PR. GRADE PR. HGL PR. HGL PR. HGL PR. HGL PR. HGL NOTE 2 SEE SHEET 41 (TYP.) NOTE 2 SEE SHEET 41 (TYP.)STORM SEWER PROFILES41 C-CU-210.DWG C-CU-210 1" = 50'1"=5' GORDON J. MARRONE J. MARRONE P. LAZAREVICHGordon4501 Daly DriveChantilly, VA 20151Phone: 703-263-1900www.gordon.us.comPROGRAMMING AND PLANNINGCIVIL ENGINEERINGLANDSCAPE ARCHITECTURESURVEY AND MAPPINGSECURITY CONSULTINGREVISIONS NUMBER DATE DESCRIPTIONSEAL: NUMBER: NCS: CADD: JOB: PLAN: HORIZ: VERT: Gordon SCALE: DATE: SUR: DRW: DES: CHK: 95 3088-0104 (SP) #14-22 JANUARY 2022 HORIZONTAL SCALE: 1" = 50' 50 25 0 50 100 150 VERTICAL SCALE: 1" = 5' 5 2.5 0 5 10 15 STORM PROFILE NOTES: 1. STANDARD SL-1 SAFETY SLABS REQUIRED FOR INLETS WITH HEIGHTS GREATER THAN 12 FT. THE SPACING OF THE SLABS SHOULD BE 8 FT TO 12 FT WITH NO SLAB LOCATED WITHIN 6FT OF THE TOP OR BOTTOM OF THE STRUCTURE. THE SAFETY SLAB SHOULD NOT BE PLACED BELOW ANY 30 INCH DIAMETER OR LARGER PIPE OPENING. 2. TOP OF DI-2 STRUCTURES SHOWN AS TOP = XXX.XX REFER TO THE CENTER OF COLLAR . LOCATION OF HOLE TO VARY WITH TYPE OF INLET CONSTRUCTED, HOLE MAY BE SHIFTED RIGHT, LEFT, OR CENTERED. STORM SEWER COMPUTATIONS42 C-CU-210.DWG C-CU-210 1" = 50'N/A GORDON J. MARRONE J. MARRONE P. LAZAREVICHGordon4501 Daly DriveChantilly, VA 20151Phone: 703-263-1900www.gordon.us.comPROGRAMMING AND PLANNINGCIVIL ENGINEERINGLANDSCAPE ARCHITECTURESURVEY AND MAPPINGSECURITY CONSULTINGREVISIONS NUMBER DATE DESCRIPTIONSEAL: NUMBER: NCS: CADD: JOB: PLAN: HORIZ: VERT: Gordon SCALE: DATE: SUR: DRW: DES: CHK: 95 3088-0104 (SP) #14-22 JANUARY 2022 VDOT PIPE COMPUTATIONS NOTES: 1. THE STORM COMPUTATIONS SHOW THAT THE SYSTEM IS ADEQUATE FOR CAPACITY AND HGL FOR THE 10-YEAR DESIGN STORM. 2. THE 10-YEAR FLOWS WERE CALCULATED USING VDOT METHODOLOGY PER THE VDOT DRAINAGE MANUAL (ISSUED APRIL 2002, REVISED JANUARY 2021). VDOT PIPE COMPUTATIONS STORM SEWER COMPUTATIONS43 C-CU-210.DWG C-CU-210 1" = 50'N/A GORDON J. MARRONE J. MARRONE P. LAZAREVICHGordon4501 Daly DriveChantilly, VA 20151Phone: 703-263-1900www.gordon.us.comPROGRAMMING AND PLANNINGCIVIL ENGINEERINGLANDSCAPE ARCHITECTURESURVEY AND MAPPINGSECURITY CONSULTINGREVISIONS NUMBER DATE DESCRIPTIONSEAL: NUMBER: NCS: CADD: JOB: PLAN: HORIZ: VERT: Gordon SCALE: DATE: SUR: DRW: DES: CHK: 95 3088-0104 (SP) #14-22 JANUARY 2022 VDOT PIPE COMPUTATIONS NOTES: 1. THE STORM COMPUTATIONS SHOW THAT THE SYSTEM IS ADEQUATE FOR CAPACITY AND HGL FOR THE 10-YEAR DESIGN STORM. 2. THE 10-YEAR FLOWS WERE CALCULATED USING VDOT METHODOLOGY PER THE VDOT DRAINAGE MANUAL (ISSUED APRIL 2002, REVISED JANUARY 2021). VDOT PIPE COMPUTATIONS (CONTINUED) STORM SEWER COMPUTATIONS44 C-CU-210.DWG C-CU-210 1" = 50'N/A GORDON J. MARRONE J. MARRONE P. LAZAREVICHGordon4501 Daly DriveChantilly, VA 20151Phone: 703-263-1900www.gordon.us.comPROGRAMMING AND PLANNINGCIVIL ENGINEERINGLANDSCAPE ARCHITECTURESURVEY AND MAPPINGSECURITY CONSULTINGREVISIONS NUMBER DATE DESCRIPTIONSEAL: NUMBER: NCS: CADD: JOB: PLAN: HORIZ: VERT: Gordon SCALE: DATE: SUR: DRW: DES: CHK: 95 3088-0104 (SP) #14-22 JANUARY 2022 VDOT HGL COMPUTATIONS NOTES: 1. THE STORM COMPUTATIONS SHOW THAT THE SYSTEM IS ADEQUATE FOR CAPACITY AND HGL FOR THE 10-YEAR DESIGN STORM. 2. THE 10-YEAR HGL ELEVATIONS WERE CALCULATED USING VDOT METHODOLOGY PER THE VDOT DRAINAGE MANUAL (ISSUED APRIL 2002, REVISED JANUARY 2021). 3. REFER TO SHEET 45 FOR THE STARTING HGL/TAILWATER ELEVATIONS. VDOT HGL COMPUTATIONS STORM SEWER COMPUTATIONS45 C-CU-210.DWG C-CU-210 1" = 50'N/A GORDON J. MARRONE J. MARRONE P. LAZAREVICHGordon4501 Daly DriveChantilly, VA 20151Phone: 703-263-1900www.gordon.us.comPROGRAMMING AND PLANNINGCIVIL ENGINEERINGLANDSCAPE ARCHITECTURESURVEY AND MAPPINGSECURITY CONSULTINGREVISIONS NUMBER DATE DESCRIPTIONSEAL: NUMBER: NCS: CADD: JOB: PLAN: HORIZ: VERT: Gordon SCALE: DATE: SUR: DRW: DES: CHK: 95 3088-0104 (SP) #14-22 JANUARY 2022 VDOT HGL COMPUTATIONS NOTES: 1. THE STORM COMPUTATIONS SHOW THAT THE SYSTEM IS ADEQUATE FOR CAPACITY AND HGL FOR THE 10-YEAR DESIGN STORM. 2. THE 10-YEAR HGL ELEVATIONS WERE CALCULATED USING VDOT METHODOLOGY PER THE VDOT DRAINAGE MANUAL (ISSUED APRIL 2002, REVISED JANUARY 2021). 3. REFER TO THIS SHEET FOR THE STARTING HGL/TAILWATER ELEVATIONS. VDOT HGL COMPUTATIONS (CONTINUED) STARTING HGL'S STORM SEWER COMPUTATIONS46 C-CU-210.DWG C-CU-210 1" = 50'N/A GORDON J. MARRONE J. MARRONE P. LAZAREVICHGordon4501 Daly DriveChantilly, VA 20151Phone: 703-263-1900www.gordon.us.comPROGRAMMING AND PLANNINGCIVIL ENGINEERINGLANDSCAPE ARCHITECTURESURVEY AND MAPPINGSECURITY CONSULTINGREVISIONS NUMBER DATE DESCRIPTIONSEAL: NUMBER: NCS: CADD: JOB: PLAN: HORIZ: VERT: Gordon SCALE: DATE: SUR: DRW: DES: CHK: 95 3088-0104 (SP) #14-22 JANUARY 2022 VDOT INLET COMPUTATIONS NOTE: 1. ALL GRATE INLETS HAVE BEEN DESIGNED ASSUMING 50% CLOGGING. 2. INLET COMPUTATIONS HAVE BEEN PREPARED IN ACCORDANCE WITH THE METHODS IN THE VDOT DRAINAGE MANUAL (ISSUED APRIL 2002, REVISED JANUARY 2021). 3. REFER TO EROSION AND SEDIMENT CONTROL PLAN ON SHEETS 69-73 FOR DRAINAGE DIVIDES. 4. DI-2FF** IS A CUSTOMIZED STRUCTURE WITH DEPTHS EXCEEDING 20 FT. FOR DETAILS, SEE PROFILES. STORM SEWER COMPUTATIONS47 C-CU-210.DWG C-CU-210 1" = 50'N/A GORDON J. MARRONE J. MARRONE P. LAZAREVICHGordon4501 Daly DriveChantilly, VA 20151Phone: 703-263-1900www.gordon.us.comPROGRAMMING AND PLANNINGCIVIL ENGINEERINGLANDSCAPE ARCHITECTURESURVEY AND MAPPINGSECURITY CONSULTINGREVISIONS NUMBER DATE DESCRIPTIONSEAL: NUMBER: NCS: CADD: JOB: PLAN: HORIZ: VERT: Gordon SCALE: DATE: SUR: DRW: DES: CHK: 95 3088-0104 (SP) #14-22 JANUARY 2022 OUTLET PROTECTION RIP RAP SIZING SIZE(FT) DEPTH* (FT) W2 (FT) W1 (IN) Do (FT) La OUTLET PROTECTION RIP RAP SCHEDULE RIP RAP NOTES *OUTLET PROTECTION RIP RAP DEPTH BASED ON 1.5 TIMES THE MAXIMUM STONE DIAMETER PER VESCH STD & SPEC 3.18, WHICH IS EQUAL TO 1.5 TIMES THE d50 VALUE (DEPTH = 1.5 * (1.5 * d50) ) VELOCITY (FT/S) PR CLASS I2.5032124828 12.9 FPS116.28 STRUCTURE 151 FLOW RATE (CFS) WIDTH AT END OF RIP RAP,W2 (W2 = D0 + La) La OUTLET PIPE DIA,D0 WIDTH AT OUTLET,W1 (W1=3D0) TYPICAL RIP RAP DIMENSIONS (NOT TO SCALE) STR. 151 - La = 28' -------------------------------- PR CLASS I 10.5 FPS96.94110 2.5032124828 ----STR. 110 - La = 22' *USE D50 = 1.1 G R I D N O R T H V I R G I N I A S T A T E PRINCE FREDERICK DRIVECOVERSTONE DRIVE B D D D D B D D B D C D B D D D D D D D D D D 710712710712712 710 712 7 1 0 7 0 8 708710712 7 1 0 708708 7067027047067087 1 0 7 1 2 708680 69 0 700682684686688 69 269 4 6 9 6698 7027047066 9 0 70 0 6 8 8 6 9 2 6 9 4 6 9 6 6 9 8 70 2 70470 6 706708 710708712710 708 712706 706 7047067 0 87087 0 8708 7207127147167187127147167187087007027047 0 47047 0 47047 0 47047 0 47047 0 47047 0 47047 0 4 706 706706 706706706 706706 710 712 7087 0 8 7 0 8700702704 706 7 1 2 7 1 0 7127107067087127087 0 8 7 0 8 7 0 8 7 0 8 7 0 8 7 0 8 7 0 8 7 0 8 7 0 8 7 0 8 7 0 87087 0 8 7 0 8 7 0 8708 710 708 712 706 708 7 1 0 7 1 2 7 1 4 712714 71 4 X16X XXXXXXMILLWOOD PIKE - US ROUTE 5 0 / 1 7 POND 1 POND 3B POND 2 POND 3A HYDROLOGIC SOIL GROUP (PER NRCS WEB SOIL SURVEY) MANAGED TURF FOREST/OPEN SPACE (NONE SHOWN) SYMBOL DESCRIPTION LEGEND IMPERVIOUS COVER FOREST/OPEN SPACE (NONE SHOWN) LEGEND LIMITS OF DISTURBANCE (FOR STORMWATER COMPUTATION PURPOSES ONLY) MANAGED TURF SYMBOL DESCRIPTION HYDROLOGIC SOIL GROUP (PER NRCS WEB SOIL SURVEY) B D G:\PROJECT\ENGIN\3088\0104\PLANS\C-CJ-100.DWG 10/26/2022 4:56 PM HORIZONTAL DATUM: NAD83 VERTICAL DATUM: NAVD88Gordon4501 Daly DriveChantilly, VA 20151Phone: 703-263-1900www.gordon.us.comPROGRAMMING AND PLANNINGCIVIL ENGINEERINGLANDSCAPE ARCHITECTURESURVEY AND MAPPINGSECURITY CONSULTINGREVISIONS NUMBER DATE DESCRIPTIONSEAL: NUMBER: NCS: CADD: JOB: PLAN: HORIZ: VERT: Gordon SCALE: DATE: SUR: DRW: DES: CHK: 95 3088-0104 (SP) #14-22 JANUARY 2022POST-DEVELOPMENT LAND COVER MAP48 C-CJ-100.DWG C-CJ-100 1" = 150'N/A GORDON M. BAUMAN K. RYAN S. PANDISH PRINCE FREDERICK DRIVEX16X XXXXSINKHOLE(SEE PICTURES)XXMILLWOOD PIKE - US ROUTE 5 0 / 1 7 COVERSTONE DRIVE B D D D D B D D B D C D B D D D D D D D D D D OUTFALL 1 OUTFALL 1.5 2-BP 3 1 2 3C 1.5 OUTFALL 3 OUTFALL 2 3C SF SCF CF SF SCF CF SCF SF CF SCF SF CF SCF SF SCF CF SF DRAINAGE DIVIDE TIME OF CONCENTRATION DRAINAGE AREA LIMITS OF DISTURBANCE HYDROLOGIC SOIL GROUP (PER NRCS WEB SOIL SURVEY) B D LEGEND SYMBOL DESCRIPTION TREATED IMPERVIOUS COVER FOREST/OPEN SPACE (NONE SHOWN) TREATED MANAGED TURF D SF = SHEETFLOW SCF = SHALLOW CONCENTRATED FLOW CF = CONCENTRATED FLOW SF G:\PROJECT\ENGIN\3088\0104\PLANS\C-CJ-110.DWG 10/26/2022 4:57 PM HORIZONTAL DATUM: NAD83 VERTICAL DATUM: NAVD88Gordon4501 Daly DriveChantilly, VA 20151Phone: 703-263-1900www.gordon.us.comPROGRAMMING AND PLANNINGCIVIL ENGINEERINGLANDSCAPE ARCHITECTURESURVEY AND MAPPINGSECURITY CONSULTINGREVISIONS NUMBER DATE DESCRIPTIONSEAL: NUMBER: NCS: CADD: JOB: PLAN: HORIZ: VERT: Gordon SCALE: DATE: SUR: DRW: DES: CHK: 95 3088-0104 (SP) #14-22 JANUARY 2022PRE-DEVELOPMENT DRAINAGE AREA MAP49 C-CJ-110.DWG C-CJ-110 1" = 150'N/A GORDON M. BAUMAN K. RYAN S. PANDISH G R I D N O R T H V I R G I N I A S T A T E PRINCE FREDERICK DRIVECOVERSTONE DRIVE 125°710712710712712 710 712 7 1 0 7 0 8 708710712 7 1 0 708708 7067027047067087 1 0 7 1 2 708680 69 0 700682684686688 69 269 4 6 9 6698 7027047066 9 0 70 0 6 8 8 6 9 2 6 9 4 6 9 6 6 9 8 70 2 70470 6 706708 710708712710 708 712706 706 7047067 0 87087 0 8708 7207127147167187127147167187087007027047 0 47047 0 47047 0 47047 0 47047 0 47047 0 47047 0 4 706 706706 706706706 706706 710 712 7087 0 8 7 0 8700702704 706 7 1 2 7 1 0 7127107067087127087 0 8 7 0 8 7 0 8 7 0 8 7 0 8 7 0 8 7 0 8 7 0 8 7 0 8 7 0 8 7 0 87087 0 8 7 0 8 7 0 8708 710 708 712 706 708 7 1 0 7 1 2 7 1 4 712714 71 4 B D D D D B D D B D C D B D D D D D D D D D D X16X XXXXXXQUAD 8'(W)X4'(H)BOX CULVERTMILLWOOD PIKE - US ROUTE 5 0 / 1 7 POND 1 POND 3B POND 2 POND 3A 3A 1 1-UD 1.5 3A OUTFALL 2 1-UD 3-UD 3-UD 2-BP 3B 2 3C OUTFALL 1 OUTFALL 3 OUTFALL 1.5 DRAINAGE DIVIDE DRAINAGE AREA LIMITS OF DISTURBANCE HYDROLOGIC SOIL GROUP (PER NRCS WEB SOIL SURVEY) B D SYMBOL DESCRIPTION IMPERVIOUS COVER FOREST/OPEN SPACE (NONE SHOWN) MANAGED TURF D G:\PROJECT\ENGIN\3088\0104\PLANS\C-CJ-120.DWG 10/26/2022 5:16 PM HORIZONTAL DATUM: NAD83 VERTICAL DATUM: NAVD88Gordon4501 Daly DriveChantilly, VA 20151Phone: 703-263-1900www.gordon.us.comPROGRAMMING AND PLANNINGCIVIL ENGINEERINGLANDSCAPE ARCHITECTURESURVEY AND MAPPINGSECURITY CONSULTINGREVISIONS NUMBER DATE DESCRIPTIONSEAL: NUMBER: NCS: CADD: JOB: PLAN: HORIZ: VERT: Gordon SCALE: DATE: SUR: DRW: DES: CHK: 95 3088-0104 (SP) #14-22 JANUARY 2022POST-DEVELOPMENT DRAINAGE AREA MAP50 C-CJ-120.DWG C-CJ-120 1" = 150'N/A GORDON M. BAUMAN K. RYAN S. PANDISH G:\PROJECT\ENGIN\3088\0104\PLANS\C-CJ-120.DWG 10/26/2022 5:00 PM HORIZONTAL DATUM: NAD83 VERTICAL DATUM: NAVD88 COMPUTATIONS PRE-DEVELOPMENT Gordon4501 Daly DriveChantilly, VA 20151Phone: 703-263-1900www.gordon.us.comPROGRAMMING AND PLANNINGCIVIL ENGINEERINGLANDSCAPE ARCHITECTURESURVEY AND MAPPINGSECURITY CONSULTINGREVISIONS NUMBER DATE DESCRIPTIONSEAL: NUMBER: NCS: CADD: JOB: PLAN: HORIZ: VERT: Gordon SCALE: DATE: SUR: DRW: DES: CHK: 95 3088-0104 (SP) #14-22 JANUARY 2022DRAINAGE AREA COMPUTATIONS51 C-CJ-120.DWG C-CJ-120 N/AN/A GORDON M. BAUMAN K. RYAN S. PANDISH WATER QUALITY COMPUTATIONS COMPLIANCE COMPUTATIONSA G:\PROJECT\ENGIN\3088\0104\PLANS\C-CJ-130.DWG 10/26/2022 5:01 PM HORIZONTAL DATUM: NAD83 VERTICAL DATUM: NAVD88 WATER QUALITY NARRATIVE THE SITE IS DEFINED BY THE LIMITS OF DISTURBANCE OF APPROXIMATELY 130 ACRES. THE LIMITS OF DISTURBANCE CONSISTS OF DISTURBED AREAS FOR THE CONSTRUCTION OF THE PROPOSED COVERSTONE DRIVE, ASSOCIATED UTILITY INFRASTRUCTURE, MASS GRADING OF THE SITE, CONSTRUCTION OF THE STORMWATER MANANGEMENT FACILITIES, AND FOR THE PROPOSED LOT 2 BUILDING AND ASSOCIATED PARKING LOTS. THE CONSTRUCTION OF THE PROPOSED COVERSTONE DRIVE, ASSOCIATED UTILITY INFRASTRUCTURE, MASS GRADING OF THE SITE, AND THE CONSTRUCTION OF THE STORMWATER MANANGEMENT FACILITIES IS PROPOSED WITH THE ONE LOGISTICS MASS GRADING AND PI PLAN. THE CONSTRUCTION OF THE PROPOSED LOT 2 BUILDING AND ASSOCIATED PARKING LOTS IS PROPOSED WITH THIS APPLICATION. WATER QUALITY REQUIREMENTS: THE SITE IS SUBJECT TO THE REQUIREMENTS OF SECTION 9VAC25-870-63.1 OF THE VSMP REGULATIONS, AS ADOPTED BY SECTION 143-165.C.1 OF THE FREDERICK COUNTY STORMWATER/EROSION AND SEDIMENT CONTROL ORDINANCE FOR NEW DEVELOPMENT WHERE THE TOTAL PHOSPHORUS LOAD SHALL NOT EXCEED 0.41 POUNDS/ACRE/YEAR. SEE REQUIREMENT COMPUTATIONS ON THIS SHEET. WATER QUALITY COMPLIANCE THE WATER QUALITY COMPLIANCE IS ACHIEVED THROUGH THE USE OF FOUR (4) LEVEL 2 WET PONDS PROPOSED WITH THE ONE LOGISTICS MASS GRADING AND PI PLAN. NO CHANGES TO THE PONDS ARE PROPOSED WITH THIS APPLICATION. THE WATER QUALITY COMPUTATIONS ARE UPDATED WITH THIS APPLICATION TO REFLECT THE ADDITION OF THE LOT 2 PROPOSED BUILDING AND PARKING LOTS. POND 2 IS AT THE ULTIMATE BUILD OUT WITH THIS APPLICATION. ULTIMATE WATER QUALITY COMPLIANCE COMPUTATIONS FOR THE SITE WILL BE PROVIDED AS THE INDIVIDUAL LOTS ARE DEVELOPED. SEE COMPLIANCE COMPUTATIONS ON SHEET 53.Gordon4501 Daly DriveChantilly, VA 20151Phone: 703-263-1900www.gordon.us.comPROGRAMMING AND PLANNINGCIVIL ENGINEERINGLANDSCAPE ARCHITECTURESURVEY AND MAPPINGSECURITY CONSULTINGREVISIONS NUMBER DATE DESCRIPTIONSEAL: NUMBER: NCS: CADD: JOB: PLAN: HORIZ: VERT: Gordon SCALE: DATE: SUR: DRW: DES: CHK: 95 3088-0104 (SP) #14-22 JANUARY 2022WATER QUALITY COMPUTATIONS52 C-CJ-130.DWG C-CJ-130 N/AN/A GORDON M. BAUMAN K. RYAN S. PANDISH WATER QUALITY COMPUTATIONS COMPLIANCE COMPUTATIONSA COMPLIANCE SUMMARY COMPUTATIONSB BMP SUMMARY TABLEC G:\PROJECT\ENGIN\3088\0104\PLANS\C-CJ-130.DWG 10/26/2022 5:01 PM HORIZONTAL DATUM: NAD83 VERTICAL DATUM: NAVD88Gordon4501 Daly DriveChantilly, VA 20151Phone: 703-263-1900www.gordon.us.comPROGRAMMING AND PLANNINGCIVIL ENGINEERINGLANDSCAPE ARCHITECTURESURVEY AND MAPPINGSECURITY CONSULTINGREVISIONS NUMBER DATE DESCRIPTIONSEAL: NUMBER: NCS: CADD: JOB: PLAN: HORIZ: VERT: Gordon SCALE: DATE: SUR: DRW: DES: CHK: 95 3088-0104 (SP) #14-22 JANUARY 2022WATER QUALITY COMPUTATIONS53 C-CJ-130.DWG C-CJ-130 N/AN/A GORDON M. BAUMAN K. RYAN S. PANDISH NOTE: SEE ASSOCIATED ROUTING COMPUTATIONS ON SHEETS 55-57. WATER QUANTITY COMPUTATIONS WATER QUANTITY COMPUTATIONSA G:\PROJECT\ENGIN\3088\0104\PLANS\C-CJ-140.DWG 10/26/2022 5:01 PM HORIZONTAL DATUM: NAD83 VERTICAL DATUM: NAVD88 POST-DEVELOPMENT ROUTING SCHEMATIC PRE-DEVELOPMENT ROUTING SCHEMATICBNOTE: SEE ASSOCIATED ROUTING COMPUTATIONS ON SHEETS 55-57. C POND 1 INFLOW HYD. NO 11 POND 1 OUTFLOW HYD. NO 12 1 (PRE) HYD. NO 1 1+1.5 (PRE) HYD. NO 7 1.5 (PRE) HYD. NO 2 3 (PRE) HYD. NO 4 1+1.5+2+3+3C (PRE) HYD. NO 8 2 (PRE) HYD. NO 3 3C (PRE) HYD. NO 5 1-UD HYD. NO 15 TOTAL POND 1 OUTFALL HYD. NO 17 POND 3A INFLOW HYD. NO 21 POND 3A OUTFLOW HYD. NO 22 POND 2 INFLOW (LOD) HYD. NO 25 2-BP HYD. NO 26 TOTAL POND 2 INFLOW HYD. NO 27 POND 2 OUTFLOW HYD. NO 28 POND 3B INFLOW HYD. NO 31 POND 3B INFLOW 1, 10 YR HYD. NO 32 POND 3B OUTFLOW 1, 10 YR HYD. NO 33 3-UD HYD. NO 35 TOTAL POND 3B OUTFALL 1, 10YR HYD. NO 37 1.5 HYD. NO 42 TOTAL1+1.5 HYD. NO 46 TOTAL 1+1.5+2+3A+3B+3C HYD. NO 50 3C HYD. NO 44 NOTE: SEE ASSOCIATED ROUTING COMPUTATIONS ON SHEETS 55-57. POST-DEVELOPMENT 100-YR ROUTING SCHEMATICD POND 1 INFLOW HYD. NO 11 POND 1 OUTFLOW 100YR HYD. NO 13 1-UD HYD. NO 15 TOTAL POND 1 OUTFALL 100YR HYD. NO 13 POND 3A INFLOW HYD. NO 21 POND 3A OUTFLOW 100YR HYD. NO 23 POND 2 INFLOW (LOD) HYD. NO 25 2-BP HYD. NO 26 TOTAL POND 2 INFLOW HYD. NO 27 POND 2 OUTFLOW 100YR HYD. NO 28 POND 3B INFLOW HYD. NO 31 POND 3B OUTFLOW 100YR HYD. NO 39 3-UD HYD. NO 35 TOTAL POND 3B OUTFALL 100YR HYD. NO 40 1.5 HYD. NO 42 TOTAL1+1.5 100YR HYD. NO 47 TOTAL 1+1.5+2+3A+3B+3C 100YR HYD. NO 51 3C HYD. NO 44 SEE 100-YR SCHEMATIC WATER QUANTITY NARRATIVE THE SITE IS DEFINED BY THE LIMITS OF DISTURBANCE OF APPROXIMATELY 130 ACRES. THE LIMITS OF DISTURBANCE CONSISTS OF DISTURBED AREAS FOR THE CONSTRUCTION OF THE PROPOSED COVERSTONE DRIVE, ASSOCIATED UTILITY INFRASTRUCTURE, MASS GRADING OF THE SITE, CONSTRUCTION OF THE STORMWATER MANANGEMENT FACILITIES, AND FOR THE PROPOSED LOT 2 BUILDING AND ASSOCIATED PARKING LOTS. THE CONSTRUCTION OF THE PROPOSED COVERSTONE DRIVE, ASSOCIATED UTILITY INFRASTRUCTURE, MASS GRADING OF THE SITE, AND THE CONSTRUCTION OF THE STORMWATER MANANGEMENT FACILITIES IS PROPOSED WITH THE ONE LOGISTICS MASS GRADING AND PI PLAN. THE CONSTRUCTION OF THE PROPOSED LOT 2 BUILDING AND ASSOCIATED PARKING LOTS IS PROPOSED WITH THIS APPLICATION. IN THE PRE-DEVELOPMENT AND POST-DEVELOPMENT CONDITIONS, THERE ARE FOUR (4) OUTFALLS. OUTFALL #1: OUTFALL #1 IS LOCATED ON THE NORTHWEST CORNER OF THE SITE IN SULPHUR SPRING RUN. IN THE PRE-DEVELOPMENT CONDITION, OUTFALL #1 RECEIVES DRAINAGE FROM THE WESTERN PORTIONS OF THE SITE. IN THE POST-DEVELOPMENT CONDITION, OUTFALL #1 RECEIVES DRAINAGE FROM PROPOSED POND 1 AND AREAS THAT LEAVE THE SITE AS SHEETFLOW. OUTFALL #1.5: OUTFALL #1.5 IS LOCATED IN SULPHUR SPRING RUN JUST UPSTREAM OF THE PROPOSED COVERSTONE DRIVE CROSSING. IN THE PRE-DEVELOPMENT CONDITION, OUTFALL #1.5 RECEIVES DRAINAGE FROM THE NORTHWEST PORTIONS OF THE SITE. IN THE POST-DEVELOPMENT CONDITION, OUTFALL #1.5 RECEIVES THE UPSTREAM OUTFALL #1 DRAINAGE PLUS AREAS THAT SHEETFLOW DIRECTLY INTO SULPHUR SPRING RUN UPSTREAM OF THE PROPOSED COVERSTONE CULVERT. OUTFALL #2: OUTFALL #2 IS LOCATED AT AN UPSTREAM SECTION OF AN UNNAMED TRIBUTARY TO SULPHUR SPRING RUN. IN THE PRE-DEVELOPMENT CONDITION, OUTFALL #2 RECEIVES DRAINAGE FROM THE MIDDLE SECTIONS OF THE SITE. IN THE POST-DEVELOPMENT CONDITION, OUTFALL #2 RECEIVES DRAINAGE FROM PROPOSED POND 2. THE DRAINAGE FROM OUTFALL #2 CONFLUENCES WITH THE DRAINAGE FROM OUTFALL #1 AND OUTFALL #1.5 AT OUTFALL #3. OUTFALL #3: OUTFALL #3 IS LOCATED AT SULPHUR SPRING RUN AT THE CONFLUENCE WITH THE UNNAMED TRIBUTARY TO SULPHUR SPRING RUN. IN THE PRE-DEVELOPMENT CONDITION, OUTFALL #3 RECEIVES DRAINAGE FROM THE NORTHERN SECTIONS OF THE SITE. IN THE POST-DEVELOPMENT CONDITION, THE DRAINAGE TO OUTFALL #3 IS DIVIDED INTO SUB-AREAS 3A, 3B, AND 3C. SUB-AREAS 3A AND 3B DRAIN TO PROPOSED PONDS 3A AND 3B, RESPECTIVELY. SUB-AREA 3A DRAINS INTO SUB-AREA 3B BEFORE DISCHARGING TO OUTFALL #3. SUB AREA 3C ARE AREAS THAT SHEETFLOW DIRECTLY INTO THE UNNAMED TRIBUTARY TO SULPHUR SPRING RUN. OUTFALL #3 REPRESENTS THE CONFLUENCE OF OUTFALLS #1, #1.5, #2, AND #3. WATER QUANTITY REQUIREMENTS OUTFALLS #1, #1.5, AND #3 ARE SUBJECT TO THE FOLLOWING SECTIONS OF THE VSMP REGULATION FOR CHANNEL AND FLOOD PROTECTION, RESPECTIVELY, AS ADOPTED BY SECTION 143-165.C.1.3 AND 4 OF THE FREDERICK COUNTY STORMWATER/EROSION AND SEDIMENT CONTROL ORDINANCE. ·9VAC25-870-66.B.3.A - WHERE STORMWATER FROM A DEVELOPMENT IS DISCHARGED TO A NATURAL STORMWATER CONVEYANCE SYSTEM AND THE MAXIMUM PEAK FLOW RATE FROM THE 1-YEAR, 24-HOUR STORM SHALL BE CALCULATED IN ACCORDANCE WITH THE ENERGY BALANCE METHODOLOGY ·9VAC25-870-66.C.2.A- WHERE THE STORMWATER DISCHARGES TO A CONVEYANCE SYSTEM THAT DOES CURRENTLY EXPERIENCE LOCALIZED FLOODING DURING THE 10-YEAR, 24-HOUR STORM AND THE 10-YEAR, 24-HOUR STORM EVENT IS CONFINED WITHIN THE CONVEYANCE SYSTEM TO AVOID THE LOCALIZED FLOODING ·9VAC25-870-66.C.3.C - WHERE THE STORMWATER CONVEYANCE SYSTEM SHALL BE ANALYZED TO A POINT WHERE THE CONVEYANCE SYSTEM ENTERS A MAPPED FLOODPLAIN OUTFALL #2 IS SUBJECT TO THE FOLLOWING SECTIONS OF THE VSMP REGULATION FOR CHANNEL AND FLOOD PROTECTION, RESPECTIVELY, AS ADOPTED BY SECTION 143-165.C.1.3 AND 4 OF THE FREDERICK COUNTY STORMWATER/EROSION AND SEDIMENT CONTROL ORDINANCE. ·9VAC25-870-66.B.3.A - WHERE STORMWATER FROM A DEVELOPMENT IS DISCHARGED TO A NATURAL STORMWATER CONVEYANCE SYSTEM AND THE MAXIMUM PEAK FLOW RATE FROM THE 1-YEAR, 24-HOUR STORM SHALL BE CALCULATED IN ACCORDANCE WITH THE ENERGY BALANCE METHODOLOGY ·9VAC25-870-66.C.2.B- WHERE THE STORMWATER DISCHARGES TO A CONVEYANCE SYSTEM THAT DOES CURRENTLY EXPERIENCE LOCALIZED FLOODING DURING THE 10-YEAR, 24-HOUR STORM AND THE POST-DEVELOPMENT FLOW RATE IS RELEASED A THE PRE-DEVELOPMENT PEAK FLOW RATE FOR THE 10-YEAR, 24-HOUR STORM SUB-AREA #3 IS SUBJECT TO THE FOLLOWING SECTIONS OF THE VSMP REGULATION FOR SHEETFLOW, AS ADOPTED BY SECTION 143-165.C.1.5 OF THE FREDERICK COUNTY STORMWATER/EROSION AND SEDIMENT CONTROL ORDINANCE. ·9VAC25-870-66.C.D- WHERE INCREASED VOLUMES OF SHEETFLOW FROM PERVIOUS OR DISCONNECTED IMPERVIOUS AREAS THAT WILL NOT CAUSE OR CONTRIBUTE TO EROSION, SEDIMENTATION, OR FLOODING OF DOWN-GRADIENT PROPERTIES ARE PERMITTED THE TOTAL ALLOWABLE RELEASE RATE FOR OUTFALL #2 INCLUDES OFFSITE (OUTSIDE THE LIMITS OF DISTURBANCE) BYPASS AREAS. SINCE THERE IS NO DISTURBANCE IN OFFSITE AREAS, THE FLOW IS NOT REQUIRED TO BE DETAINED IN THE PROPOSED STORMWATER MANAGEMENT FACILITY. THE OFFSITE FLOW PASSES THROUGH THE STORMWATER MANAGEMENT FACILITY. THEREFORE, THE OFFSITE FLOW IS ADDED TO THE ALLOWABLE RELEASE RATE FOR THE SITE. SEE REQUIREMENT COMPUTATIONS ON THIS SHEET. WATER QUANTITY COMPLIANCE THE WATER QUANTITY COMPLIANCE FOR THE SITE IS ACHIEVED BY THE DETENTION PROVIDED IN THE FOUR (4) WET PONDS PROPOSED WITH THE ONE LOGISTICS MASS GRADING AND PI PLAN AND PROVIDING AN ADEQUATE CONVEYANCE SYSTEM DIRECTLY TO THE LIMITS OF ANALYSIS. THE OUTFALLS ARE DIVIDED INTO THREE (3) AREAS: DETAINED, UNDETAINED (UD), AND BYPASS (BP). SEE THE DRAINAGE AREA MAP AND CORRESPONDING DRAINAGE AREA TABLE ON SHEETS 50-51. DETAINED AREAS ARE THE AREAS WITHIN THE LOD THAT DRAIN TO THE WET PONDS DENOTED AS SUBAREAS. UNDETAINED AREAS ARE AREAS WITHIN THE LOD THAT DO NOT DRAIN TO THE WET PONDS. BYPASS AREA ARE AREAS OUTSIDE THE LOD (OFFSITE) THAT PASS THROUGH THE WET PONDS. THE SITE HAS BEEN DESIGNED IN ACCORDANCE WITH THE MINIMUM STANDARDS OF 9VAC25-870-66 OF THE VSMP REGULATIONS. THEREFORE, THE MINIMUM STANDARDS OF SUBDIVISION 19 OF SECTION 9VAC25-840-40 HAVE BEEN MET. NO FURTHER ANALYSIS IS REQUIRED. POND 2 IS AT THE ULTIMATE BUILD OUT WITH THIS APPLICATION. ULTIMATE WATER QUANTITY COMPLIANCE COMPUTATIONS FOR THE SITE WILL BE PROVIDED AS THE INDIVIDUAL LOTS ARE DEVELOPED. SEE COMPLIANCE COMPUTATIONS ON THIS SHEET.Gordon4501 Daly DriveChantilly, VA 20151Phone: 703-263-1900www.gordon.us.comPROGRAMMING AND PLANNINGCIVIL ENGINEERINGLANDSCAPE ARCHITECTURESURVEY AND MAPPINGSECURITY CONSULTINGREVISIONS NUMBER DATE DESCRIPTIONSEAL: NUMBER: NCS: CADD: JOB: PLAN: HORIZ: VERT: Gordon SCALE: DATE: SUR: DRW: DES: CHK: 95 3088-0104 (SP) #14-22 JANUARY 2022WATER QUANTITY COMPUTATIONS54 C-CJ-140.DWG C-CJ-140 N/AN/A GORDON M. BAUMAN K. RYAN S. PANDISH G:\PROJECT\ENGIN\3088\0104\PLANS\C-CJ-140.DWG 10/26/2022 5:01 PM HORIZONTAL DATUM: NAD83 VERTICAL DATUM: NAVD88 WATER QUANTITY COMPUTATIONS - 1YR OUTFALL 1 - PRE-DEVELOPMENT OUTFALL 1 - POST-DEVELOPMENT OUTFALL 1.5 - PRE-DEVELOPMENT OUTFALL 1.5 - POST-DEVELOPMENT OUTFALL 3 - PRE-DEVELOPMENT OUTFALL 3A+3B - POST-DEVELOPMENT TOTAL SITE - PRE-DEVELOPMENT TOTAL SITE - POST-DEVELOPMENT OUTFALL 2 - PRE-DEVELOPMENT OUTFALL 2 - POST-DEVELOPMENT SHEETFLOW 3C - PRE-DEVELOPMENT SHEETFLOW 3C - POST-DEVELOPMENT Gordon4501 Daly DriveChantilly, VA 20151Phone: 703-263-1900www.gordon.us.comPROGRAMMING AND PLANNINGCIVIL ENGINEERINGLANDSCAPE ARCHITECTURESURVEY AND MAPPINGSECURITY CONSULTINGREVISIONS NUMBER DATE DESCRIPTIONSEAL: NUMBER: NCS: CADD: JOB: PLAN: HORIZ: VERT: Gordon SCALE: DATE: SUR: DRW: DES: CHK: 95 3088-0104 (SP) #14-22 JANUARY 2022WATER QUANTITY COMPUTATIONS55 C-CJ-140.DWG C-CJ-140 N/AN/A GORDON M. BAUMAN K. RYAN S. PANDISH G:\PROJECT\ENGIN\3088\0104\PLANS\C-CJ-140.DWG 10/26/2022 5:01 PM HORIZONTAL DATUM: NAD83 VERTICAL DATUM: NAVD88 WATER QUANTITY COMPUTATIONS - 10YR PONDS 1, 2, 3A, AND 3BOUTFALL 1 - PRE-DEVELOPMENT OUTFALL 1 - POST-DEVELOPMENT OUTFALL 2 - PRE-DEVELOPMENT OUTFALL 2 - POST-DEVELOPMENT STAGE - STORAGE Gordon4501 Daly DriveChantilly, VA 20151Phone: 703-263-1900www.gordon.us.comPROGRAMMING AND PLANNINGCIVIL ENGINEERINGLANDSCAPE ARCHITECTURESURVEY AND MAPPINGSECURITY CONSULTINGREVISIONS NUMBER DATE DESCRIPTIONSEAL: NUMBER: NCS: CADD: JOB: PLAN: HORIZ: VERT: Gordon SCALE: DATE: SUR: DRW: DES: CHK: 95 3088-0104 (SP) #14-22 JANUARY 2022WATER QUANTITY COMPUTATIONS56 C-CJ-140.DWG C-CJ-140 N/AN/A GORDON M. BAUMAN K. RYAN S. PANDISH G:\PROJECT\ENGIN\3088\0104\PLANS\C-CJ-140.DWG 10/26/2022 5:02 PM HORIZONTAL DATUM: NAD83 VERTICAL DATUM: NAVD88 WATER QUANTITY COMPUTATIONS - 100YR OUTFALL 1 - POST-DEVELOPMENT OUTFALL 3A - POST-DEVELOPMENT OUTFALL 2 - POST-DEVELOPMENT OUTFALL 3B - POST-DEVELOPMENT PONDS 1, 2, 3A, AND 3B STAGE - STORAGE - 100-YR Gordon4501 Daly DriveChantilly, VA 20151Phone: 703-263-1900www.gordon.us.comPROGRAMMING AND PLANNINGCIVIL ENGINEERINGLANDSCAPE ARCHITECTURESURVEY AND MAPPINGSECURITY CONSULTINGREVISIONS NUMBER DATE DESCRIPTIONSEAL: NUMBER: NCS: CADD: JOB: PLAN: HORIZ: VERT: Gordon SCALE: DATE: SUR: DRW: DES: CHK: 95 3088-0104 (SP) #14-22 JANUARY 2022WATER QUANTITY COMPUTATIONS57 C-CJ-140.DWG C-CJ-140 N/AN/A GORDON M. BAUMAN K. RYAN S. PANDISH G:\PROJECT\ENGIN\3088\0104\PLANS\C-CJ-150.DWG 10/26/2022 5:04 PM HORIZONTAL DATUM: NAD83 VERTICAL DATUM: NAVD88 POND 2 COMPUTATIONS - ULTIMATE POND 2 SIZING COMPUTATIONSA WATER BALANCE COMPUTATIONSB EMBANKMENT SPILLWAY MATERIAL COMPUTATIONSC LOW LEVEL DRAIN COMPUTATIONSD EXTENDED DETENTION COMPUTATIONSE RISER STRUCTURE BOUYANCY COMPUTATIONSF Gordon4501 Daly DriveChantilly, VA 20151Phone: 703-263-1900www.gordon.us.comPROGRAMMING AND PLANNINGCIVIL ENGINEERINGLANDSCAPE ARCHITECTURESURVEY AND MAPPINGSECURITY CONSULTINGREVISIONS NUMBER DATE DESCRIPTIONSEAL: NUMBER: NCS: CADD: JOB: PLAN: HORIZ: VERT: Gordon SCALE: DATE: SUR: DRW: DES: CHK: 95 3088-0104 (SP) #14-22 JANUARY 2022POND 2 COMPUTATIONS - INTERIM & ULTIMATE58 C-CJ-150.DWG C-CJ-150 N/AN/A GORDON M. BAUMAN K. RYAN S. PANDISH G:\PROJECT\ENGIN\3088\0104\PLANS\C-CJ-160.DWG 10/26/2022 5:17 PM HORIZONTAL DATUM: NAD83 VERTICAL DATUM: NAVD88 POND 3A COMPUTATIONS - INTERIM & ULTIMATE POND 3A SIZING COMPUTATIONS - INTERIMA WATER BALANCE COMPUTATIONS - INTERIM & ULTIMATEB EMBANKMENT SPILLWAY MATERIAL COMPUTATIONS - INTERIMC LOW LEVEL DRAIN COMPUTATIONS - INTERIM & ULTIMATED EXTENDED DETENTION COMPUTATIONS - INTERIM & ULTIMATEE RISER STRUCTURE BOUYANCY COMPUTATIONS - INTERIM & ULTIMATEF POND 3A SIZING COMPUTATIONS - ULTIMATEG EMBANKMENT SPILLWAY MATERIAL COMPUTATIONS - ULTIMATEH Gordon4501 Daly DriveChantilly, VA 20151Phone: 703-263-1900www.gordon.us.comPROGRAMMING AND PLANNINGCIVIL ENGINEERINGLANDSCAPE ARCHITECTURESURVEY AND MAPPINGSECURITY CONSULTINGREVISIONS NUMBER DATE DESCRIPTIONSEAL: NUMBER: NCS: CADD: JOB: PLAN: HORIZ: VERT: Gordon SCALE: DATE: SUR: DRW: DES: CHK: 95 3088-0104 (SP) #14-22 JANUARY 2022POND 3A COMPUTATIONS - INTERIM & ULTIMATE59 C-CJ-160.DWG C-CJ-160 N/AN/A GORDON M. BAUMAN K. RYAN S. PANDISH N 7 1 0 1 7 4 3E 11582884N 7 1 0 0 8 8 1 E 11584593N 7 1 0 2 9 3 5E 11585650N 7 1 0 4 2 6 0E 11584128GRID NO RT H VIRGINI A ST AT E TAX MAP NO. 64-A-79 DB. 659 PG. 175 DB. 800 PG. 1693 INSTR. #070015617 ZONED: RA OHWOHWOHWOHWOHWOHWOHWOHWOHWOHWMILLWOOD PIKE - US ROUTE 50/17VARIABLE WIDTH PUBLIC RIGHT-OF-WAYX1 6 XX XXGxSSSSSSSSSSSSSSSSSSSSSSSSSSEX.86EX.85EX.84EX.83EX.82EX.81EX.80A1 0 " P V C 6'X6' BOX CULVERT 6'X6' BOX CULVERT27" CMP27" CMP 33" CMP 33" CMP INV=642.24'27" CMP INV=641.34'33" CMP INV=635.29'27" CMP INV=635.69'24" CMP INV=635.64'24" CMP INV=635.62'33" CMP INV=647.99'INV=629.58'INV=625.17'EX. CONCRETEHEADWALLEX. CONCRETEHEADWALLCONC. POND OUTFALLSTRUCTURE REMAINS(SEE PICTURES)EX.11EX.10EX.6EX.7EX.8EX.924" RCPSINKHOLE(SEE PICTURES)EX.6A36" CMPEX. ELECTRICTRANSFORMEREX. ELECTRIC VAULTXXXEX. RIP-RAP COVERED WITH CONCRETEEX. CONCRETEEX. CONC. DITCHEX. EDGE OF PAVEMENTFMSSG APPROX. LOCATION24" CMPAPPROX LOCATION OF 30" CMPEX.12INV=635.39 3'H X 6'W BOX CULVERTEX. CONCRETE HEADWALL30" CMP3'H X 6'W BOX CULVERTTRANSITIONS TO 30" CMP UNDERGROUNDEX.80EX.PSEX. CONC. DITCH EX. 12" W /L(WM "D")QUAD 8'(W)X4'(H)BOX CULVERTCOVERSTONE DR I V E VARIABLE WIDTH P U B L I C R I G H T - O F - W A YCOVERSTONE DRIVEVARIABLE WIDTH PUBLIC RIGHT-OF-WAYEXPOND 2 EXPOND 3A EXPOND 1 EXPOND 3B 5 44 5 97 6 48 5 51 9 60 8 18 6 26679 7 96 8 95 12 69 13 57 12 65 11 91134011831223 14 45 15 83 14 82 DD 48" CMP 48" CMP OPOP IP IP IP IP IP IP IP IP IP IP IP EX. 12" W /L(WM "D")QUAD 8'(W)X4'(H)BOX CULVERT694696698700702686 DDDD SSF SSF SSF SSF SSF SSF 702 684682680678 678680682684686 684 702704 688 702700698696694 IP TO STR. A = ACC = SB 1 24.030.30 TO STR. A = ACC = SB 2 23.97 0.30 SB #1 SB #2 L=179' L=182'704702688700698696694692690688686 700698696694692700698696694692690688 686IP EROSION AND SEDIMENT CONTROL PHASE I - OVERALL KEY MAP60 C-GC-110.DWG C-GC-110 1" = 50'N/A GORDON J. MARRONE J. MARRONE P. LAZAREVICH GRAPHICAL SCALE: 1" = 100' 100 50 0 100 200 300 SHEET 66 SHEET 63 SHEET 64 SHEET 65 SHEET 62SHEET 61 Gordon4501 Daly DriveChantilly, VA 20151Phone: 703-263-1900www.gordon.us.comPROGRAMMING AND PLANNINGCIVIL ENGINEERINGLANDSCAPE ARCHITECTURESURVEY AND MAPPINGSECURITY CONSULTINGREVISIONS NUMBER DATE DESCRIPTIONSEAL: NUMBER: NCS: CADD: JOB: PLAN: HORIZ: VERT: Gordon SCALE: DATE: SUR: DRW: DES: CHK: 95 3088-0104 (SP) #14-22 JANUARY 2022 SHEET 66A GRID NO RT H VIRGINI A ST AT E N 7 1 0 2 1 6 5E 11583584N 7 1 0 1 5 5 7E 11583279N 7 1 0 1 3 6 6E 11583659N 7 1 0 1 9 7 4E 11583964N46°37'15"W 691.41'N46°37'15"W 691.41'N46°37'15"W185.13'N42°02'49"W150.48'C145+0046+0047+0048+0049+0050+0051+0052+0043AEX. 43EX. 41BEX.41EX. 38EX. 39BEX. 39EX. 39AEX. 39DEX. EX. 18" STM EX. 24" STMEX. 30" STMEX. 36" STMEX. 15" STMEX. 21" S T M EX. 15" STMEX. 15" STM EX. 15" STMEX. 15" STMEX. 24" STM EX. 24" STMEX. 15" S T M EX. 2 4 " S T M EX. 12" W/L (WM "B")21+0022+0023+0024+0025+0026+0027+0028+00EX. 12" W / L ( W M " F " ) 42EX. 43FEX. 43BEX.44EX. E X . 1 5 " S TM 43EEX. 42AEX. 40EX.EX. 30" STM41AEX. G5EX. EX. 8" SA N S E W G4EX. 43GEX.EX. 15" STMEX. 34' F R E D E R I C K WATER E A S E M E N T EX. 20' FREDERICKWATER EASEMENTEX. R.O.W.EX. CG-6EX. CG-6EX. 17' SHARED USETRAIL EASEMENTTAX MAP NO. 64-A-79 DB. 659 PG. 175 DB. 800 PG. 1693 INSTR. #070015617 ZONED: RA EX. CG-6EX. CG-6EX. CG-2EX. CG-2EX. CG-6EX. 12' P O N D A C C E S S R O A D EX. 10' SHARED USETRAILEX. 17' SHARED USETRAIL EASEMENTCOVERSTONE DRIVEVARIABLE WIDTH PUBLIC RIGHT-OF-WAYEX. 20' F R E D E R I C K WATER E A S E M E N T 7 5 ' R 75'R EX. CG-6 EX . C G - 6 12 69 13 57 12 65 11 91 13 40 11 83 12 23 14 45 15 83 14 82 LIMITS OF CLEARING AND GRADING LIMITS OF CLEARINGAND GRADINGLIMITS OF CLEARINGAND GRADINGIP IP IP IP IP IP IP IP 43AEX. 43EX. 41BEX.41EX. 38EX. 39BEX. 39EX. 39AEX. 39DEX. EX. 18" STM EX. 24" STMEX. 30" STMEX. 36" STMEX. 15" STMEX. 21" S T M EX. 15" STMEX. 15" STM EX. 15" STMEX. 15" STMEX. 24" STM EX. 24" STMEX. 15" S T M EX. 2 4 " S T M EX. 12" W/L (WM "B")21+0022+0023+0024+0025+0026+0027+0028+00EX. 12" W / L ( W M " F " ) 42EX. 43FEX. 43BEX.44EX. E X . 1 5 " S TM 43EEX. 42AEX. 40EX.EX. 30" STM41AEX. G5EX. EX. 8" SA N S E W G4EX. 43GEX.EX. 15" STM45+0046+0047+0048+0049+0050+0051+0052+00SSF SF TO STR. A = ACC = SB 1 24.03 0.30 TO STR. A = ACC = SF 0.76 0.30 EROSION AND SEDIMENT CONTROL PHASE I61 C-GC-110.DWG C-GC-110 1" = 50'N/A GORDON J. MARRONE J. MARRONE P. LAZAREVICH GRAPHICAL SCALE: 1" = 30' 30 15 0 30 60 90 Gordon4501 Daly DriveChantilly, VA 20151Phone: 703-263-1900www.gordon.us.comPROGRAMMING AND PLANNINGCIVIL ENGINEERINGLANDSCAPE ARCHITECTURESURVEY AND MAPPINGSECURITY CONSULTINGREVISIONS NUMBER DATE DESCRIPTIONSEAL: NUMBER: NCS: CADD: JOB: PLAN: HORIZ: VERT: Gordon SCALE: DATE: SUR: DRW: DES: CHK: 95 3088-0104 (SP) #14-22 JANUARY 2022 MATCH LINE SEE SHEET 64 MATCH LINE SEE SHEET 62 GRID N O RT H VIRGINI A ST AT E N 7 1 0 2 9 2 9E 11583968N 7 1 0 2 3 2 1E 11583663N 7 1 0 2 1 3 0E 11584043N 7 1 0 2 7 3 8E 11584347EX. 12' POND ACCESS ROADEX. 12' POND ACCESS ROAD LIMITS OF CLEARING AND GRADING LIMITS OF CLEARING AND GRADING SF TO STR. A = ACC = SB 1 24.03 0.30 TO STR. A = ACC = SB 2 23.970.30 TO STR. A = ACC = SF 0.760.30 EROSION AND SEDIMENT CONTROL PHASE I62 C-GC-110.DWG C-GC-110 1" = 50'N/A GORDON J. MARRONE J. MARRONE P. LAZAREVICH GRAPHICAL SCALE: 1" = 30' 30 15 0 30 60 90 Gordon4501 Daly DriveChantilly, VA 20151Phone: 703-263-1900www.gordon.us.comPROGRAMMING AND PLANNINGCIVIL ENGINEERINGLANDSCAPE ARCHITECTURESURVEY AND MAPPINGSECURITY CONSULTINGREVISIONS NUMBER DATE DESCRIPTIONSEAL: NUMBER: NCS: CADD: JOB: PLAN: HORIZ: VERT: Gordon SCALE: DATE: SUR: DRW: DES: CHK: 95 3088-0104 (SP) #14-22 JANUARY 2022 MATCH LINE SEE SHEET 65 MATCH LINE SEE SHEET 63MATCH LINE SEE SHEET 61 GRID NO RT H VIRGINI A ST AT EN 7 1 0 3 6 9 3 E 11584351N 7 1 0 3 0 8 5E 11584046N 7 1 0 2 8 9 5E 11584426N 7 1 0 3 5 2 5E 11584692CEX. BEX. EX. 12" SAN SEW EX. 12" SAN SEW EX. 12' POND ACCESS ROAD EX. 20' FREDERICK WATER EASEMENT LIMITS OF CLEARING AND GRADING LIMITS OF CLEARING AND GRADING LIMITS OF CLEARING AND GRADING CEX. BEX. EX. 12" SAN SEW EX. 12" SAN SEW SSF SF SF SF TO STR. A = ACC = SB 2 23.97 0.30 TO STR. A = ACC = SSF 0.43 0.30 TO STR. A = ACC = SF 0.760.30 TO STR. A = ACC = SF 0.28 0.30 EROSION AND SEDIMENT CONTROL PHASE I63 C-GC-110.DWG C-GC-110 1" = 50'N/A GORDON J. MARRONE J. MARRONE P. LAZAREVICH GRAPHICAL SCALE: 1" = 30' 30 15 0 30 60 90 Gordon4501 Daly DriveChantilly, VA 20151Phone: 703-263-1900www.gordon.us.comPROGRAMMING AND PLANNINGCIVIL ENGINEERINGLANDSCAPE ARCHITECTURESURVEY AND MAPPINGSECURITY CONSULTINGREVISIONS NUMBER DATE DESCRIPTIONSEAL: NUMBER: NCS: CADD: JOB: PLAN: HORIZ: VERT: Gordon SCALE: DATE: SUR: DRW: DES: CHK: 95 3088-0104 (SP) #14-22 JANUARY 2022 MATCH LINE SEE SHEET 66MATCH LINE SEE SHEET 62 GRID NO RT H VIRGINI A ST AT E N 7 1 0 1 8 9 6E 11584121N 7 1 0 1 2 8 8E 11583816N 7 1 0 1 0 1 4E 11584191N 7 1 0 1 6 8 9E 11584542N46°37'15"W 691.41'N46°37'15"W 691.41'3 9 + 0 040+0041+0042+0043+0044+0045+00PT=43+0 0 . 7 6 36EX. 37EX. 36AEX. 34CEX. 34BEX. 38EX. 39BEX. 39 39AEX.EX. 36" STMEX. 36" STME X . 3 6 " S TM EX. 36" STMEX. 36" STM EX. 15" STMEX. 21" S T M EX. 15" STMEX. 15" STM EX. 15" STM EX. 15" STMEX. 3 0 " S T M EX. 36" STME X . 3 0 " S T M EX. 12" W/L (WM "B")1 5 + 0 016+0017+0018+0019+0020+0021+00E X . 1 2 " W / L (W M " B " ) 35EX. 35BEX. 35AEX.EX. 15" STM36CEX. 34AEX. 34EX. 36BEX. E X . 1 5 " S T M EX. 15" STM36DEX.EX. S IGHT D ISTANCE EASEMENTEX. R.O.W.EX. R.O.W.EX. CG-6EX. CG-2EX. CG-2EX. CG-6EX. CG -6EX. CG-6EX. CG-2EX. CG-2EX. 10' SHARED USETRAILEX. 1 2 ' P O N D A C C E S S R O A D TAX MAP NO. 64-A-79 DB. 659 PG. 175 DB. 800 PG. 1693 INSTR. #070015617 ZONED: RA EX. 20' FREDERICKWATER EASEMENTEX. 17' SHARED USETRAIL EASEMENTCOVERSTONE DRIVEVARIABLE WIDTH PUBLIC RIGHT-OF-WAYEXPOND 275'R75'R 5 44 5 97 6 48 5 51 9 60 8 18 6 26 6 79 7 96 8 95 LIMITS OF CLEARING AND GRADING LIMITS OF CLEARING AND GRADINGLIMITS OF CLEARINGAND GRADING48" CMP OP IP IP IP IP 36EX. 37EX. 36AEX. 34CEX. 34BEX. 38EX. 39BEX. 39 39AEX.EX. 36" STMEX. 36" STME X . 3 6 " S TM EX. 36" STMEX. 36" STM EX. 15" STMEX. 21" S T M EX. 15" STMEX. 15" STM EX. 15" STM EX. 15" STMEX. 3 0 " S T M EX. 36" STME X . 3 0 " S T M EX. 12" W/L (WM "B")1 5 + 0 016+0017+0018+0019+0020+0021+00E X . 1 2 " W / L (W M " B " ) 35EX. 35BEX. 35AEX.EX. 15" STM36CEX. 34AEX. 34EX. 36BEX. E X . 1 5 " S T M EX. 15" STM36DEX. 3 9 + 0 040+0041+0042+0043+0044+0045+00PT=43+0 0 . 7 6 694696698700DD SSF SSF IP TO STR. A = ACC = SB 1 24.030.30 43' BAFFLE WALL L=179' BOTTOM OF BASIN TOP OF WET STORAGETOP OF DRY STORAGE 6' WIDE TOP OF DAM TOP ELEV=704.30' 125 LF - 48" CMP @ 0.80% TO STR. A = ACC = SF/SSF 0.97 0.30 TO STR. A = ACC = SSF 0.58 0.30 IP EROSION AND SEDIMENT CONTROL PHASE I64 C-GC-110.DWG C-GC-110 1" = 50'N/A GORDON J. MARRONE J. MARRONE P. LAZAREVICH GRAPHICAL SCALE: 1" = 30' 30 15 0 30 60 90 Gordon4501 Daly DriveChantilly, VA 20151Phone: 703-263-1900www.gordon.us.comPROGRAMMING AND PLANNINGCIVIL ENGINEERINGLANDSCAPE ARCHITECTURESURVEY AND MAPPINGSECURITY CONSULTINGREVISIONS NUMBER DATE DESCRIPTIONSEAL: NUMBER: NCS: CADD: JOB: PLAN: HORIZ: VERT: Gordon SCALE: DATE: SUR: DRW: DES: CHK: 95 3088-0104 (SP) #14-22 JANUARY 2022 MATCH LINE SEE SHEET 61 MATCH LINE SEE SHEET 66AMATCH LINE SEE SHEET 65 GRID NO RT H VIRGINI A ST AT E N 7 1 0 2 6 6 0E 11584504N 7 1 0 2 0 5 2E 11584199N 7 1 0 1 8 3 9E 11584629N 7 1 0 2 4 3 7E 11584950EXPOND 3AEX. 12' PONDACCESS ROADLIMITS OF CLEARING AND GRADING LIMITS OF CLEARING AND GRADING 48" CMP OP694696698 700702686 SSF702 684682 680 678 688 TO STR. A = ACC = SB 2 23.970.30 TO STR. A = ACC = SB 1 24.03 0.30 TO STR. A = ACC = SB 2 23.970.30 43' BAFFLE WALL SB #2 BOTTOM OF BASIN TOP OF WET STORAGE TOP OF DRY STORAGE L=179' 6' WIDE TOP OF DAM TOP ELEV=688.30' BOTTOM OF BASIN TOP OF WET STORAGETOP OF DRY STORAGE 6' WIDE TOP OF DAM TOP ELEV=704.30' 219 LF - 48" CMP @ 1.54% TO STR. A = ACC = SF/SSF 1.41 0.30 TO STR. A = ACC = SSF 0.77 0.30 698696694692700 698 696 694 692 690688 EROSION AND SEDIMENT CONTROL PHASE I65 C-GC-110.DWG C-GC-110 1" = 50'N/A GORDON J. MARRONE J. MARRONE P. LAZAREVICH GRAPHICAL SCALE: 1" = 30' 30 15 0 30 60 90 Gordon4501 Daly DriveChantilly, VA 20151Phone: 703-263-1900www.gordon.us.comPROGRAMMING AND PLANNINGCIVIL ENGINEERINGLANDSCAPE ARCHITECTURESURVEY AND MAPPINGSECURITY CONSULTINGREVISIONS NUMBER DATE DESCRIPTIONSEAL: NUMBER: NCS: CADD: JOB: PLAN: HORIZ: VERT: Gordon SCALE: DATE: SUR: DRW: DES: CHK: 95 3088-0104 (SP) #14-22 JANUARY 2022 MATCH LINE SEE SHEET 62 MATCH LINE SEE SHEET 66MATCH LINE SEE SHEET 66AMATCH LINE SEE SHEET 64 GRID NO RT H VIRGINI A ST AT E N 7 1 0 3 4 7 6 E 11584917N 7 1 0 2 8 1 6E 11584582N 7 1 0 2 6 0 7E 11585007N 7 1 0 3 2 7 2E 11585343XXX13+00 14+0015+0016+00PT=18+10.74P R C = 1 5 + 0 3 . 6 1 KEX. EX. 8" SAN S E W 15EX. 15AEX. 13AEX. 14EX. 13EX. 12BEX. 12AEX. 12EX. 11EX. 10EX. EX. 3 0 " S T M EX. 30" STMEX. 30" STM EX. 30" STM E X . 4 2 " S TM E X . 1 5 " S T M EX. 15" STMEX . 1 5 " S T M E X . 1 5 " S T M EX. 2 4 " S T M EX. 42" STM11DEX. 16EX.EX. 24" STM 11BEX. 11AEX.EX 45"x29" STMEX. 30 " STM 80EX. 80AEX. 11CEX.EX 45"x29" STMEX. 6" STM 18DEX.EX. 8" SAN SEWEX. 36" STMEX. 36" STM EX. 36" STM 8EX.8BEX.EX. CG-2EX. CG-6EX. CG-2EX. CG-6EX. R.O.W.EX. SIGHT DISTANCE EASEMENT EX. 12' POND ACCESS ROADEXPOND 3A COVERST O N E D RI V E VARIABLE WI D T H P U B LI C RI G H T- O F- W A Y LIMITS OF CLEARING AND GRADING LIMITS OF CLEARING AND GRADING LIMITS OF CLEARING AND GRADING LIMITS OF CLEARING AND GRADING KEX. EX. 8" SAN S E W 15EX. 15AEX. 13AEX. 14EX. 13EX. 12BEX. 12AEX. 12EX. 11EX. 10EX. EX. 3 0 " S T M EX. 30" STMEX. 30" STM EX. 30" STM E X . 4 2 " S TM E X . 1 5 " S T M EX. 15" STMEX . 1 5 " S T M E X . 1 5 " S T M EX. 2 4 " S T M EX. 42" STM11DEX. 16EX.EX. 24" STM 11BEX. 11AEX.EX 45"x29" STMEX. 30 " STM 80EX. 80AEX. 11CEX.EX 45"x29" STMEX. 6" STM 18DEX.EX. 8" SAN SEWEX. 36" STMEX. 36" STM EX. 36" STM 8EX.8BEX. 13+00 14+0015+0016+00PT=18+10.74P R C = 1 5 + 0 3 . 6 1 DD SSF SF TO STR. A = ACC = SB 2 23.970.30 TO STR. A = ACC = SSF 0.230.30 TO STR. A = ACC = SF/SSF 1.41 0.30 TO STR. A = ACC = SF 0.28 0.30 EROSION AND SEDIMENT CONTROL PHASE I66 C-GC-110.DWG C-GC-110 1" = 50'N/A GORDON J. MARRONE J. MARRONE P. LAZAREVICH GRAPHICAL SCALE: 1" = 30' 30 15 0 30 60 90 Gordon4501 Daly DriveChantilly, VA 20151Phone: 703-263-1900www.gordon.us.comPROGRAMMING AND PLANNINGCIVIL ENGINEERINGLANDSCAPE ARCHITECTURESURVEY AND MAPPINGSECURITY CONSULTINGREVISIONS NUMBER DATE DESCRIPTIONSEAL: NUMBER: NCS: CADD: JOB: PLAN: HORIZ: VERT: Gordon SCALE: DATE: SUR: DRW: DES: CHK: 95 3088-0104 (SP) #14-22 JANUARY 2022 MATCH LINE SEE SHEET 63 MATCH LINE SEE SHEET 65 N 7 1 0 1 5 8 9E 11584237N 7 1 0 2 3 1 3E 11584601N 7 1 0 1 3 5 2 E 11584711 N 7 1 0 2 0 7 6E 11585074GRID N O RT H VIRGINI A ST AT E 26+00 27+00 28+00 29+00 30+00 29AEX. 27EX. 23AEX. 26EX. 25BEX. 24EX. 25EX. 23EX. 22AEX. 22EX.EX. 21" STMEX. 21" STM EX. 21" STM EX. 21" STMEX. 18" STMEX. 30" STM EX. 18" STMEX. 36" STM EX. 42" STMEX. 36" STMEX. 1 8 " STM 23BEX. EX. 18 " S T M EX. 3 6 " S T M EX. 36" STMEX. 12" W/L (WM " A " ) 19+00 20+00 21+00 24AEX. EX . 2 4 " S T M EX. 36" STM 21EX. 22BEX.EX. 36" STMEX. 30 " STM 30EX. EX. 18" STM 73EX. 74EX. EX. 6 " S T M EX. WATER LINE EASEMENTEX. CG-2EX. CG-2EX. CG-6EX. CG-6EX. 10' SHARED USE EX. R.O.W.EX. 1 2 ' P O N D A C C E S S R O A D EX. 12' PONDACCESS ROADCOVERSTONE DR I V E VARIABLE WIDTH P U B L I C R I G H T - O F - W A Y LIMITS OF CLEARING AND GRADING LIMITS OF CLEARING AND GRADING LIMITS OF CLEARING AND GRADING DD 48" CMP 48" CMP OPOP 29AEX. 27EX. 23AEX. 26EX. 25BEX. 24EX. 25EX. 23EX. 22AEX. 22EX.EX. 21" STMEX. 21" STM EX. 21" STM EX. 21" STMEX. 18" STMEX. 30" STM EX. 18" STMEX. 36" STM EX. 42" STMEX. 36" STMEX. 1 8 " STM 23BEX. EX. 18 " S T M EX. 3 6 " S T M EX. 36" STMEX. 12" W/L (WM " A " ) 19+00 20+00 21+00 24AEX. EX . 2 4 " S T M EX. 36" STM 21EX. 22BEX.EX. 36" STMEX. 30 " STM 30EX. EX. 18" STM 73EX. 74EX. EX. 6 " S T M 26+00 27+00 28+00 29+00 30+00694696698700702 686 DD SSF 702 684682 680 678 678 680 682 684 686 684 702 704 688 702 700 698 696 694 TO STR. A = ACC = SB 1 24.030.30 TO STR. A = ACC = SB 2 23.970.30 34' BAFFLE WALL 43' BAFFLE WALL SB #1 SB #2 BOTTOM OF BASIN TOP OF WET STORAGE TOP OF DRY STORAGE L=179' L=182' 6' WIDE TOP OF DAM TOP ELEV=688.30' BOTTOM OF BASIN TOP OF WET STORAGETOP OF DRY STORAGE 6' WIDE TOP OF DAM TOP ELEV=704.30' 125 LF - 48" CMP @ 0.80% 219 LF - 48" CMP @ 1.54%704702688TO STR. A = ACC = SSF 0.580.30 TO STR. A = ACC = SSF 0.770.30 700 698 696 694 692 690 688 686 700698696694692700 698 696 694 692 690688 686EROSION AND SEDIMENT CONTROL PHASE 166A C-GC-110.DWG C-GC-110 1" = 30'N/A GORDON J. MARRONE J. MARRONE P. LAZAREVICH GRAPHICAL SCALE: 1" = 30' 30 15 0 30 60 90 Gordon4501 Daly DriveChantilly, VA 20151Phone: 703-263-1900www.gordon.us.comPROGRAMMING AND PLANNINGCIVIL ENGINEERINGLANDSCAPE ARCHITECTURESURVEY AND MAPPINGSECURITY CONSULTINGREVISIONS NUMBER DATE DESCRIPTIONSEAL: NUMBER: NCS: CADD: JOB: PLAN: HORIZ: VERT: Gordon SCALE: DATE: SUR: DRW: DES: CHK: 95 3088-0104 (SP) #14-22 JANUARY 2022 MATCH LINE SEE SHEET 64 MATCH LINE SEE SHEET 65 TAX MAP NO. 64-A-79 DB. 659 PG. 175 DB. 800 PG. 1693 INSTR. #070015617 ZONED: RA OHWOHWOHWOHWOHWOHWOHWOHWOHWOHWMILLWOOD PIKE - US ROUTE 50/17VARIABLE WIDTH PUBLIC RIGHT-OF-WAYX1 6 XX XXGxSSSSSSSSSSSSSSSSSSSSSSSSSS1 0 " P V C SINKHOLE(SEE PICTURES)EX. ELECTRICTRANSFORMEREX. ELECTRIC VAULTXXXEX. EDGE OF PAVEMENTFMSSG QUAD 8'(W)X4'(H)BOX CULVERTCOVERSTONE DR I V E VARIABLE WIDTH P U B L I C R I G H T - O F - W A YCOVERSTONE DRIVEVARIABLE WIDTH PUBLIC RIGHT-OF-WAYEXPOND 2 EXPOND 3A EXPOND 1 EXPOND 3B 75' BUILDING SET B A C K 25' PARKING SET B A C K75' BUILDING SETBACK25' PARKING SETBACKPROPOSED PROPERTY LINE PER PENDING BLA 75' BUILDING SETBACK25' PARKING SETBACK25' BUILDING SETBACK 5' PARKING SETBACK 25' BUILDING SETBACK 5' PARKING SETBACK 5 44 5 97 6 47 5 51 9 60 8 18 6 26734 8 02 8 95 12 20 13 56 12 65 11 91134011831228 14 47 ?????? 14 82 CO CO CO C O 708N 7 1 0 1 7 4 3E 11582884N 7 1 0 0 8 8 1 E 11584593N 7 1 0 2 9 3 5E 11585650N 7 1 0 4 2 6 0E 11584128GRID NO RT H VIRGINI A ST AT E IP IP IP IP IP IP IP IP IP IP IP IP IP IP IP IP IP IP IP IP IP IP IP IP IP IP IP IP IP IP IP IP IP IP IP IP IP IP IP IP IP IP IP IP IP IP IP IP IP IP IP IP IP IP IP IP IP IP IP IP IPIP IPIPIP IP IP IP IPIPIP IP IPIP IP IP IP IPIPIP IP IP IP IP IP IPIP IP IP IP IP IP IP IP IP IP IP IP IP IP IP IP SP SP SP SP SP SP SPSP SP SP SP SP SP SP SP SP SP SP SP SP SP SP SPSP SP SP SP SP SP SP SP SP SP SP SP SP EROSION AND SEDIMENT CONTROL PHASE II - OVERALL KEY MAP67 C-GC-120.DWG C-GC-120 1" = 50'N/A GORDON J. MARRONE J. MARRONE P. LAZAREVICH GRAPHICAL SCALE: 1" = 100' 100 50 0 100 200 300 SHEET 73 SHEET 70 SHEET 71 SHEET 72 SHEET 68SHEET 69 Gordon4501 Daly DriveChantilly, VA 20151Phone: 703-263-1900www.gordon.us.comPROGRAMMING AND PLANNINGCIVIL ENGINEERINGLANDSCAPE ARCHITECTURESURVEY AND MAPPINGSECURITY CONSULTINGREVISIONS NUMBER DATE DESCRIPTIONSEAL: NUMBER: NCS: CADD: JOB: PLAN: HORIZ: VERT: Gordon SCALE: DATE: SUR: DRW: DES: CHK: 95 3088-0104 (SP) #14-22 JANUARY 2022 N46°37'15"W 691.41'N46°37'15"W 691.41'N46°37'15"W185.13'N42°02'49"W150.48'C145+0046+0047+0048+0049+0050+0051+0052+0043AEX. 43EX. 41BEX.41EX. 38EX. 39BEX. 39EX. 39AEX. 39DEX. EX. 18" STM EX. 24" STMEX. 30" STMEX. 36" STMEX. 15" STMEX. 21" S T M EX. 15" STMEX. 15" STM EX. 15" STMEX. 15" STMEX. 24" STM EX. 24" STMEX. 15" S T M EX. 2 4 " S T M EX. 12" W/L (WM "B")21+0022+0023+0024+0025+0026+0027+0028+00EX. 12" W / L ( W M " F " ) 42EX. 43FEX. 43BEX. 44EX. E X . 1 5 " S TM 43EEX.EX. 15" STM 43C 42AEX. 40EX.EX. 30" STM41AEX. G5EX. EX. 8" SA N S E W G4EX. 43GEX.EX. 15" STMEX. 34' F R E D E R I C K WATER E A S E M E N T EX. 20' FREDERICKWATER EASEMENTEX. R.O.W.EX. CG-6EX. CG-6EX. 17' SHARED USETRAIL EASEMENTTAX MAP NO. 64-A-79 DB. 659 PG. 175 DB. 800 PG. 1693 INSTR. #070015617 ZONED: RA EX. CG-6EX. CG-6EX. CG-2EX. CG-2EX. CG-6EX. 12' P O N D A C C E S S R O A D EX. 10' SHARED USETRAILEX. 17' SHARED USETRAIL EASEMENTCOVERSTONE DRIVEVARIABLE WIDTH PUBLIC RIGHT-OF-WAYEX. 20' F R E D E R I C K WATER E A S E M E N T 7 5 ' R 75'R EX. CG-6 EX . C G - 6 75' BUILDING SETBACK25' PARKING SETBACK75' BUILDING SETBACK25' PARKING SETBACK6" PRIVATE HYDRANTPROPOSED PROPERTY LINE PER PENDING BLA 20' FREDERICK WATER EASEMENT F.D.C. 1631.00'631.50'25' BUILDING SETBACK 5' PARKING SETBACK 161.72'209.25'LIGHT POLE (TYP.) WALL MOUNTED LIGHT (TYP.) 20' FREDERICK WATER EASEMENT 8" PRIVATE W/L12" W/L (WM "A")SPRINKLER 112" PRIVATE FIRE MAIN12" PRIVATE FIRE MAIN 12 20 13 56 12 65 11 91 13 40 11 83 12 28 14 47 ?????? 14 82 C O 12" SAN SEW 121 120 122 119 117 118 128127126125124 36" STM36" STM36" STM36" STM36" STM 42" STM42" STM42" STM42" STM42" STM42" STM15" STM 121A 123 42" STM 8" SAN SEW G3 12" STM12" STM12" STM12" STM12" STM12 " S T M 12" STM121B RD56 RD55 RD54 RD53 RD52 RD5115" STM122A 11 83 TC 12 65 TC 12 40 TC 12 80 TC 13 10 TC 13 70 TC1420 TC 13 70 TC 13 70 TC 14 30 TC 13 40 TC 13 30 TC 13 30 TC 11 20 TC 11 20 TC 10 80 TC 10 90 TC 11 00 TC 10 30 TC 10 30 TC 10 10 TC 10 00 TC1010 TC 9 30 TC 08 41 TC 08 68 TC 11 50 TC 11 43 TC 11 50 TC 12 25 TC 12 36 TC 12 25 TC1000 TC 9 90 TC 10 00 TC 10 80 TC 10 90 TC 10 80 TC 10 99 TC 10 89 TC 11 08 TC 12 09 TC 12 21 TC1207 TC 11 70 TC 12 12 TC 12 50 TC 12 60 TC 13 10 TC13 70 12 86 TC 12 68 TC 12 38 TC 12 12 TC 12 11 TC1201 TC 11 85 TC 11 61 TC 11 60 12 10 TC 12 19 TC 12 24 TC 12 29 TC 13 70 13 70 13 33 TC 13 48 TC 13 70 13 20 TC 13 10 TC 13 20 TC 13 40 TC 13 40 TC 13 701350 TC 13 40 TC 13 40 TC 13 60 13 70 13 45 TC 13 60 13 701345 TC 13 70 13 70 13 45 TC 13 45 TC 13 60 13 70 13 40 TC 13 60 13 70 13 60 13 70 13 70 09 70 09 70 09 49 13 70 09 70 09 70 09 49 08 50 09 70 09 09 49 08 500950 TC 09 00 TC 08 50 08 50 08 50 08 50 08 0808080808 08 0807801015 TC 09 10 TC 09 06 TC 10 34 TC 10 34 TC 08 50 08 50 10 34 TC 08 50 08 50 08 50 10 19 TC 10 00 TC 09 39 TC 09 69 TC 09 60 TC 09 39 TC0889 TC 08 61 TC 08 40 TC 09 00 TC 39 13 70 09 70 13 70 710 712 7 1 0 712 712710712710708 712 714 716 718 708 708 70870870870813 20 TC 13 10 TC 13 10 TC13 20 TC 08 08 09 70 TC 12 31 12 50 12 50 12 50 12 7612351180126312781341 13 58 13 36 13 14 13 20 14 80 13 18 TC PR. 10-YR WSEL=707.94 PR. 10-YR WSEL=707.94 PR. 10-YR WSEL=707.94 PR. 10-YR WSEL=707.94 PR. 10-YR WSEL=707.94710712714 PR. 10-YR WSEL=707.91 13 46 71 2 71471411 20 TC 9 00 8 00 7 40 11 40 TC GRID NO RT H VIRGINI A ST AT E N 7 1 0 2 1 6 5E 11583584N 7 1 0 1 5 5 7E 11583279N 7 1 0 1 3 6 6E 11583659N 7 1 0 1 9 7 4E 11583964IP TO STR. A = ACC = RD56 0.610.90 TO STR. A = ACC = RD55 0.400.90 TO STR. A = ACC = RD54 0.400.90 TO STR. A = ACC = RD53 0.400.90 TO STR. A = ACC = RD52 0.400.90 TO STR. A = ACC = RD51 0.400.90 TO STR. A = ACC = 128 0.29 0.85 TO STR. A = ACC = 127 0.29 0.85 TO STR. A = ACC = 126 0.29 0.85 TO STR. A = ACC = 125 0.29 0.85 TO STR. A = ACC = 124 0.29 0.85 TO STR. A = ACC = 120 0.29 0.85 TO STR. A = ACC = 119 0.40 0.90 TO STR. A = ACC = 118 0.280.90TO STR. A = ACC = 1170.520.90TO STR. A = ACC = 116 0.31 0.90 TO STR. A = AC1150.400.90IP IP IP IP IP IP IP IP IP IP IP IP IP IP TO STR. A = ACC = 121A 0.05 0.65 TO STR. A = ACC = 122 0.090.90 TO STR. A = ACC = 121 0.02 0.90 TO STR. A = ACC = 123 0.30 0.85 IP TO STR. A = ACC = 122A 0.590.40 IP IP IP IP IP IP IP SP LIMITS OF CLEARING AND GRADING LIMITS OF CLEARINGAND GRADINGLIMITS OF CLEARINGAND GRADINGSP SP SP SP SP SP SP LIMITS OF CLEARING AND GRADING LIMITS OF CLEARINGAND GRADINGLIMITS OF CLEARINGAND GRADINGEROSION AND SEDIMENT CONTROL PHASE II68 C-GC-120.DWG C-GC-120 1" = 50'N/A GORDON J. MARRONE J. MARRONE P. LAZAREVICH GRAPHICAL SCALE: 1" = 30' 30 15 0 30 60 90 Gordon4501 Daly DriveChantilly, VA 20151Phone: 703-263-1900www.gordon.us.comPROGRAMMING AND PLANNINGCIVIL ENGINEERINGLANDSCAPE ARCHITECTURESURVEY AND MAPPINGSECURITY CONSULTINGREVISIONS NUMBER DATE DESCRIPTIONSEAL: NUMBER: NCS: CADD: JOB: PLAN: HORIZ: VERT: Gordon SCALE: DATE: SUR: DRW: DES: CHK: 95 3088-0104 (SP) #14-22 JANUARY 2022 MATCH LINE SEE SHEET 71 MATCH LINE SEE SHEET 68 EX. 12' POND ACCESS ROADEX. 12' POND ACCESS ROAD 25' PRE BLAST AREA (TYP.) 12" PRIVATE FIRE MAIN PROPOSED PROPERTY LINE PER PENDING BLA PROPOSED PROPERTY LINE PER PENDING BLA 20' FREDERICK WATER EASEMENT20' FREDERICK WATER EASEMENT 20' FREDERICK WATER EASEMENT 20' FREDERICK WATER EASEMENT 1631.00'631.50'25' BUILDING SETBACK 5' PARKING SETBACK 25' BUILDING SETBACK 5' PARKING SETBACK FREDERICK WATER EASEMENT LIGHT POLE (TYP.) WALL MOUNTED LIGHT (TYP.) 12" W/L (WM "A")12" W/L (WM A")SPRINKLER 26" PRIVATE HYDRANT6" PRIVATE HYDRANT12" PRIVATE FIRE MAIN 8" PRIVATE W/L12" W/L (WM B")12" PRIVATE W/L25' PRE BLAST AREA (TYP.) G1 H G 8" SAN SEW12" SAN SEW C O 4" L A T ( T Y P ) 12" SAN SEW133 186 189 188 187 185 184 183136135134132131130129128 15" STM 24" STM 24" STM 30" STM 30" STM 30" STM 30" STM 15" STM24" STM30" STM30" STM30" STM30" STM30" STM36" STM36" STM G2 12" STM12" STM12" STM12" STM12"STM12" STM12" STM12" STM12" STM12" STM12" STM12" STM12" STM12" STM12" STM12" STMRD52 RD51 RD50 RD49 RD48 RD47 RD46 RD45 RD44 RD43 RD42 RD41 RD40 RD39 RD38 RD37 RD36 12" STM 15" STM188A188BC O 09 70 09 70 09 49 08 50 09 70 09 70 09 49 08 50 09 70 09 70 09 49 08 50 09 70 09 70 09 49 08 50 09 70 09 70 09 49 08 50 09 70 09 70 09 49 08 50 09 70 09 70 09 49 08 50 09 70 09 70 09 49 08 50500850085008500850085008500850 08 49 08 0808080808080808080808080808080808 08 08 08 08080808080808080808080808 10 34 TC 08 50 10 34 TC 08 50 08 50 10 34 TC 08 50 08 50 10 34 TC 08 50 08 50 10 34 TC 08 50 08 50 10 34 TC 08 50 08 50 10 34 TC 08 50 08 50 10 34 TC 08 50 08 50 08 50 08 50 10 34 TC 13 701370 13 70 13 70 13 70 13 70 13 70 13 7010201020 720 712 714 716 718 708708712 708708708708708708708708708708 708708708708 09 30 TC 09 37 TC 09 30 TC 09 30 TC0931 TC 08 87 TC 9 70 TC 10 20 TC 08 80 09 04 09 59 09 04 09 59 PR. 10-YR WSEL=707.94 PR. 10-YR WSEL=707.94 PR. 10-YR WSEL=707.94 PR. 10-YR WSEL=707.94 PR. 10-YR WSEL=707.94 PR. 10-YR WSEL=707.94 PR. 10-YR WSEL=707.94 PR. 10-YR WSEL=707.94 PR. 10-YR WSEL=707.94 PR. 10-YR WSEL=707.94PR. 10-YR WSEL=707.94 PR. 10-YR WSEL=707.94 PR. 10-YR WSEL=707.94 PR. 10-YR WSEL=707.94 710 GRID N O RT H VIRGINI A ST AT E N 7 1 0 2 9 2 9E 11583968N 7 1 0 2 3 2 1E 11583663N 7 1 0 2 1 3 0E 11584043N 7 1 0 2 7 3 8E 11584347TO STR. A = ACC = RD36 0.40 0.90 TO STR. A = ACRD52 0.40 0.90 TO STR. A = ACC = RD51 0.40 0.90 TO STR. A = ACC = RD50 0.40 0.90 TO STR. A = ACC = RD49 0.40 0.90 TO STR. A = ACC = RD48 0.40 0.90 TO STR. A = ACC = RD47 0.40 0.90 TO STR. A = ACC = RD46 0.40 0.90 TO STR. A = ACC = RD45 0.40 0.90 TO STR. A = ACC = RD44 0.40 0.90 TO STR. A = ACC = RD43 0.40 0.90 TO STR. A = ACC = RD42 0.40 0.90 TO STR. A = ACC = RD41 0.40 0.90 TO STR. A = ACC = RD40 0.40 0.90 TO STR. A = ACC = RD39 0.40 0.90 TO STR. A = ACC = RD38 0.40 0.90 TO STR. A = ACC = RD37 0.40 0.90 TO STR. A = ACC = 183 0.290.85 TO STR. A = ACC = 184 0.290.85 TO STR. A = ACC = 185 0.29 0.85 TO STR. A = ACC = 186 0.290.85 TO STR. A = ACC = 187 0.290.85 TO STR. A = ACC = 188 0.290.85 TO STR. A = ACC = 189 0.290.85 TO STR. A = ACC = 136 0.290.85 TO STR. A = ACC = 135 0.290.85 TO STR. A = ACC = 134 0.290.85 TO STR. A = ACC = 133 0.290.85 TO STR. A = ACC = 132 0.290.85 TO STR. A = ACC = 131 0.290.85 TO STR. A = ACC = 130 0.290.85 TO STR. A = ACC = 129 0.29 0.85 TO STR. A = ACC = 128 0.290.85 TO STR. A = AC127 0.290.85 IP IP IP IP IP IP IP IP IP IP IP IP IP IP IP IP IP LIMITS OF CLEARING AND GRADING LIMITS OF CLEARING AND GRADING SP SP SPSP SP LIMITS OF CLEARING AND GRADING LIMITS OF CLEARING AND GRADING EROSION AND SEDIMENT CONTROL PHASE II69 C-GC-120.DWG C-GC-120 1" = 50'N/A GORDON J. MARRONE J. MARRONE P. LAZAREVICH GRAPHICAL SCALE: 1" = 30' 30 15 0 30 60 90 Gordon4501 Daly DriveChantilly, VA 20151Phone: 703-263-1900www.gordon.us.comPROGRAMMING AND PLANNINGCIVIL ENGINEERINGLANDSCAPE ARCHITECTURESURVEY AND MAPPINGSECURITY CONSULTINGREVISIONS NUMBER DATE DESCRIPTIONSEAL: NUMBER: NCS: CADD: JOB: PLAN: HORIZ: VERT: Gordon SCALE: DATE: SUR: DRW: DES: CHK: 95 3088-0104 (SP) #14-22 JANUARY 2022 MATCH LINE SEE SHEET 72 MATCH LINE SEE SHEET 70MATCH LINE SEE SHEET 69 CEX. BEX. EX. 12" SAN SEW EX. 12" SAN SEW EX. 12' POND ACCESS ROAD EX. 20' FREDERICK WATER EASEMENT 25' PRE BLAST AREA (TYP.) 20' FREDERICK WATER EASEMENT PROPOSED PROPERTY LINE PER PENDING BLA 20' FREDERICK WATER EASEMENT 20' FREDERICK WATER EASEMENT 20' FREDERICK WATER EASEMENT 1631.00'631.50'25' BUILDING SETBACK 5' PARKING SETBACK 25' BUILDING SETBACK5' PARKING SETBACK209.16'LIGHT POLE (TYP.) WALL MOUNTED LIGHT (TYP.)SPRINKLER 3SPRINKLER 46" PRIVATE HYDRANT12" PRIVATE FIRE MAIN 12" PRIVATE FIRE MAIN8" PRIVATE W/L8" PRIVATE W/LH G E C1 12" SAN SEW8" SAN SEW12" SAN SEW 12" SAN SEW C O4" LAT (TYP)173D 180 173C 183 173B 172A 173A 171A 170A 179 178 173 172 171 170 177 176 174 175 30" STM 30" STM 36" STM 36" STM 42" STM 42" STM 42" STM 42" STM42" STM42" STM42" STM42" STM15" STM 15" STM15" STM15" STM 15" STM 15" STM 15" STM 12" SAN SEW36" STM 182 181 ???" STMD 12" STM 15" STM12" STM12" STM12" STM12" STM12" STM12" STM 12" STM12" STM 12" STM18" STMRD36 RD35 RD34 179B RD33 179A RD32 178A178C RD31 RD30 RD29 178B 12" SAN SEW F 12" SAN SEWC2 12 40 TC 12 50 TC 12 60 TC 12 80 TC 13 18 TC 13 25 TC 12 50 TC 12 20 TC 12 40 TC 10 30 TC 10 10 TC1050 TC 10 30 TC1040 TC 09 00 TC 08 93 TC 06 40 TC 07 70 TC 12 03 TC 10 98 TC 12 03 TC 12 17 TC 12 03 TC 10 99 TC 10 85 TC1099 TC 12 03 TC 12 16 TC 12 02 TC 10 97 TC 10 84 TC1098 TC 11 84 TC 11 96 TC 11 83 TC 10 84 TC 10 72 TC 10 85 TC 09 70 09 70 09 70 09 49 08 50 09 70 09 70 09 49 08 50 09 70 09 70 09 49 08 5008490850 08 080808 08 50 10 34 TC 06 30 TC 06 90 TC 06 30 TC 06 80 TC 02 40 TC 08 50 07 10 07 10 02 60 TC 03 60 TC 06 70 TC 06 00 TC 06 00 TC 06 13 TC 05 60 TC1000 TC 50 08 30 TC 08 30 TC 08 50 TC 08 30 TC 08 30 TC 08 50 TC 08 30 TC 08 30 TC 08 50 TC 08 30 TC 07 70 TC 08 50 TC 08 00 TC 08 00 TC 07 42 TC 08 10 TC 06 00 TC 06 70 TC 11 43 TC 11 50 TC 11 40 TC 010 36 TC 010 27 TC 010 41 TC 06 70 TC 13 25 TC 09 70 13 70 13 70 13 60 08 50 13 70 09 41 TC 09 13 TC 09 30 TC0961 TC 09 80 TC 09 55 TC 09 36 TC 09 49 TC 09 49 TC0987 TC 09 86 TC 010 00 TC 09 36 TC 09 49 TC 09 49 TC0987 TC 09 87 TC 010 00 TC 09 36 09 49 TC0987 TC 07 70 TC 08 10 TC 07 13 TC 07 69 TC 07 00 TC0760 TC 07 00 TC0760 TC 07 50 TC0800 TC 07 00 TC0760 TC 07 90 TC 07 42 TC 08 00 TC 07 90 TC 07 42 TC0810 TC 13 50 TC1370 13 48 TC1370 13 18 TC1370 13 70 13 60 13 70 13 60 13 70 13 70 13 70 13 60 13 70 13 60 13 20 TC 13 10 TC 13 20 TC1340 TC 13 40 TC 13 45 TC 13 20 TC 13 10 TC 13 10 TC 13 20 TC 13 45 TC 13 70 13 70 13 70 13 40 13 40 06 50 TC 7 0 4 706 708708 708708 7067 0 6 7067 0 67067 0 6 7067 0 6710712700702704 712 710 706 708 712 708 08 08 08 15 08 00 08 50 07 80 12 50 12 50 12 50 07 80 07 100710 07 80 08 50 04 50 08 69 07 26 TC 05 71 TC 03 81 TC 02 16 TC PR. 10-YR WSEL=707.90 PR. 10-YR WSEL=707.94PR. 10-YR WSEL=707.94 GRID NO RT H VIRGINI A ST AT EN 7 1 0 3 6 9 3E 11584351N 7 1 0 3 0 8 5E 11584046N 7 1 0 2 8 9 5E 11584426N 7 1 0 3 5 2 5E 11584692TO STR. A = ACC = RD36 0.400.90 RD37 TO STR. A = ACC = RD35 0.400.90 TO STR. A = ACC = RD34 0.400.90 TO STR. A = ACC = RD33 0.400.90 TO STR. A = ACC = RD32 0.400.90 TO STR. A = ACC = RD31 0.400.90 TO STR. A = ACC = RD30 0.400.90 TO STR. A = ACC = RD29 0.610.90 TO STR. A = ACC = 170A 0.36 0.90 TO STR. A = ACC = 171A 0.36 0.90 TO STR. A = AC1700.170.85TO STR. A = ACC = 1710.170.85TO STR. A = ACC = 1720.160.85TO STR. A = ACC = 1730.090.85TO STR. A = ACC = 172A 0.30 0.90 TO STR. A = ACC = 173A 0.30 0.90 TO STR. A = ACC = 173B 0.27 0.90 TO STR. A = ACC = 173C 0.08 0.90 TO STR. A = ACC = 173D 0.14 0.90 TO STR. A = ACC = 1740.140.85TO STR. A = ACC = 178 0.49 0.90 TO STR. A = ACC = 179 0.57 0.90 TO STR. A = ACC = 175 0.58 0.90 TO STR. A = ACC = 176 0.23 0.90 TO STR. A = ACC = 177 0.04 0.90 TO STR. A = ACC = 180 0.14 0.90 TO STR. A = ACC = 182 0.26 0.90 TO STR. A = ACC = 181 0.15 0.90 TO STR. A = ACC = 183 0.29 0.85 184 IP IP IP IP IP IP IP IP IP IP IP IP IP IP IP IP IP IP IP IP IP LIMITS OF CLEARING AND GRADING LIMITS OF CLEARING AND GRADING LIMITS OF CLEARING AND GRADING SP SP SP SP SP LIMITS OF CLEARING AND GRADING LIMITS OF CLEARING AND GRADING LIMITS OF CLEARING AND GRADING EROSION AND SEDIMENT CONTROL PHASE II70 C-GC-120.DWG C-GC-120 1" = 50'N/A GORDON J. MARRONE J. MARRONE P. LAZAREVICH GRAPHICAL SCALE: 1" = 30' 30 15 0 30 60 90 Gordon4501 Daly DriveChantilly, VA 20151Phone: 703-263-1900www.gordon.us.comPROGRAMMING AND PLANNINGCIVIL ENGINEERINGLANDSCAPE ARCHITECTURESURVEY AND MAPPINGSECURITY CONSULTINGREVISIONS NUMBER DATE DESCRIPTIONSEAL: NUMBER: NCS: CADD: JOB: PLAN: HORIZ: VERT: Gordon SCALE: DATE: SUR: DRW: DES: CHK: 95 3088-0104 (SP) #14-22 JANUARY 2022 MATCH LINE SEE SHEET 73MATCH LINE SEE SHEET 68 N46°37'15"W 691.41'N46°37'15"W 691.41'3 9 + 0 040+0041+0042+0043+0044+0045+00PT=43+0 0 . 7 6 36EX. 37EX. 36AEX. 34CEX. 34BEX. 38EX. 39BEX. 39 39AEX.EX. 36" STMEX. 36" STME X . 3 6 " S TM EX. 36" STMEX. 36" STM EX. 15" STMEX. 21" S T M EX. 15" STMEX. 15" STM EX. 15" STM EX. 15" STMEX. 3 0 " S T M EX. 36" STME X . 3 0 " S T M EX. 12" W/L (WM "B")1 5 + 0 016+0017+0018+0019+0020+0021+00E X . 1 2 " W / L (W M " B " ) 35EX. 35BEX. 35AEX.EX. 15" STM36CEX. 34AEX. 34EX. 36BEX. E X . 1 5 " S T M EX. 15" STM36DEX.EX. S IGHT D ISTANCE EASEMENTEX. R.O.W.EX. R.O.W.EX. CG-6EX. CG-2EX. CG-2EX. CG-6EX. CG -6EX. CG-6EX. CG-2EX. CG-2EX. 10' SHARED USETRAILEX. 1 2 ' P O N D A C C E S S R O A D TAX MAP NO. 64-A-79 DB. 659 PG. 175 DB. 800 PG. 1693 INSTR. #070015617 ZONED: RA EX. 20' FREDERICKWATER EASEMENTEX. 17' SHARED USETRAIL EASEMENTCOVERSTONE DRIVEVARIABLE WIDTH PUBLIC RIGHT-OF-WAYEXPOND 275'R75'R 75' BUILDING SETBACK25' PARKING SETBACK28' CL I RIP RAP DEPTH = 2.5' 1631.00'631.50'344.14' LIGHT POLE (TYP.) WALL MOUNTED LIGHT (TYP.)SPRINKLER 76" PRIVATE HYDRANT12" PRIVATE FIRE MAIN 12" PRIVATE FIRE MAIN 8" PRIVATE W/L5 44 5 97 6 47 5 51 9 60 8 18 6 26 7 34 8 02 8 95 116 140 115 113 114 112 141 143142 144 111 144A 110 42" STM42" STM42" STM42" STM42" STM42" STM48" STM24" STM30" STM30" STM 30" S T M 36" ST M 36" STM 15"STM15"STM142A 12" STM12" STM12" STM15" STM12" STM12" STM12" STM15" STM12" STM12" STM12" STM15" STMRD1 RD2 RD3 143A 141A 141B RD4 143B 144C RD6RD5 144B 10 TC 10 00 TC1010 TC 08 40 TC 09 50 TC 09 00 TC 09 20 TC 09 60 TC 10 80 TC 10 70 TC 10 40 TC 10 40 TC 10 30 TC 07 50 TC 06 26 TC 06 14 TC 06 42 TC 06 70 TC 06 90 TC 06 70 TC 07 00 TC 07 10 TC 07 10 TC 06 90 TC 06 07 TC 05 77 TC 05 55 TC 05 44 TC 05 35 TC 05 10 TC 04 40 TC 08 60 TC 09 37 TC 10 15 TC 09 70 TC 10 06 TC 09 50 TC 08 65 TC 05 40 TC 06 60 TC 03 90 TC 04 70 TC 05 00 TC 06 27 TC 05 80 TC 08 41 TC 08 68 TC 07 80 TC 07 90 TC 08 00 TC 08 20 TC 08 40 TC 08 30 TC 09 20 TC 09 20 TC 09 20 TC 010 20 TC 010 30 TC 010 10 TC 10 95 TC 10 90 TC 11 04 TC 11 74 TC 11 80 TC 11 65 TC 11 35 TC 11 23 TC 11 31 TC 12 09 TC 12 21 TC1213 TC0976 TC 09 64 TC 09 72 TC 10 49 TC 10 61 TC 10 53 TC 11 50 TC 11 43 TC 11 TC 12 TC 12 36 TC 12 25 TC1000 TC 9 90 TC 10 TC 10 TC 10 90 TC 10 80 TC 13 70 13 45 TC 13 45 TC 13 60 13 70 13 40 TC 13 60 13 70 13 50 TC 13 70 13 10 TC 12 90 TC 13 10 TC 13 40 TC 13 40 TC 13 48 TC 13 70 13 33 TC 13 70 13 18 TC 13 70 13 60 13 70 13 70 09 70 09 70 13 70 11 90 TC 11 70 TC1150 TC 11 30 TC 10 90 TC 08 93 TC 08 93 TC 9 00 11 00 TC 11 15 TC 11 20 TC 11 10 TC 10 50 TC 10 70 TC 10 10 TC 09 70 09 49 09 70 13 70 09 70 09 49 09 70 13 70 09 09 49 03 80 TC 06 27 TC 04 60 TC 07 10 07 10 07 10 08 50 08 50 08 50 08 50 06 85 TC0685 TC0685 TC 07 77 TC 07 50 TC 07 43 TC 08 30 TC 08 35 TC 08 40 TC 08 48 TC 08 30 TC 08 00 TC 08 23 TC 08 51 TC 08 69 TC 08 39 TC 06 20 TC 708 7 08 7 1 0 7127 0 6 702 70 4 70 6 7 0 8 710 712 708 700 702 704 704 704 70408 90 13 10 TC13 20 TC 12 50 12 50 08 44 07 78 06 90 06 54 06 86 06 35 05 82 07 24 10 22710708 71270670811 02 11 49 9 00 7 40 07 31 TC GRID NO RT H VIRGINI A ST AT E N 7 1 0 1 8 9 6E 11584121N 7 1 0 1 2 8 8E 11583816N 7 1 0 1 0 1 4E 11584191N 7 1 0 1 6 8 9E 11584542IP TO STR. A = ACC = RD1 0.610.90 TO STR. A = ACC = RD2 0.400.90 TO STR. A = ACC = RD3 0.400.90 TO STR. A = ACC = RD4 0.400.90 TO STR. A = ACC = RD5 0.400.90 TO STR. A = ACC = RD6 0.400.90 TO STR. A = ACC = 111 0.410.90 TO STR. A = ACC = 142 0.44 0.85 TO STR. A = ACC = 143 0.49 0.90 TO STR. A = ACC = 144 0.49 0.90 TO STR. A = ACC = TO STR. A = ACC = 144A 0.170.85 TO STR. A = ACC = 142A 0.250.85 TO STR. A = ACC = 116 0.31 0.90 TO STR. A = ACC = 114 0.79 0.90TO STR. A = ACC = 1150.400.90IP IP TO STR. A = ACC = 113 0.190.90 TO STR. A = ACC = 112 0.38 0.90 TO STR. A = ACC = 140 0.07 0.90 TO STR. A = ACC = 141 0.01 0.90 IP IP IP IP IP IP IPIP IP IP IP IP IP IP IP IP IP LIMITS OF CLEARING AND GRADING LIMITS OF CLEARING AND GRADINGLIMITS OF CLEARINGAND GRADINGSP SP SP SP SP SP SP SP SP LIMITS OF CLEARING AND GRADING LIMITS OF CLEARING AND GRADINGLIMITS OF CLEARINGAND GRADINGEROSION AND SEDIMENT CONTROL PHASE II71 C-GC-120.DWG C-GC-120 1" = 50'N/A GORDON J. MARRONE J. MARRONE P. LAZAREVICH GRAPHICAL SCALE: 1" = 30' 30 15 0 30 60 90 Gordon4501 Daly DriveChantilly, VA 20151Phone: 703-263-1900www.gordon.us.comPROGRAMMING AND PLANNINGCIVIL ENGINEERINGLANDSCAPE ARCHITECTURESURVEY AND MAPPINGSECURITY CONSULTINGREVISIONS NUMBER DATE DESCRIPTIONSEAL: NUMBER: NCS: CADD: JOB: PLAN: HORIZ: VERT: Gordon SCALE: DATE: SUR: DRW: DES: CHK: 95 3088-0104 (SP) #14-22 JANUARY 2022 MATCH LINE SEE SHEET 69 MATCH LINE SEE SHEET 72 EXPOND 3AEX. 12' PONDACCESS ROADPROPOSED RETAINING WALL W/ HANDRAILS "DESIGN BY OTHERS"28' CL I RIP RAP DEPTH = 2.5' 1631.00'631.50'PR. GUARDRAILEND TERMINAL(VDOT GR-MGS2) PR. GUARDRAIL (VDOT GR-MGS1)LIGHT POLE (TYP.) WALL MOUNTED LIGHT (TYP.)SPRINKLER 66" PRIVATE HYDRANT6" PRIVATE HYDRANT12" PRIVATE FIRE MAIN12" PRIVATE FIRE MAIN 8" PRIVATE W/L151 145 158156154146 159157155 159A157A155A147144A 153 48" STM48" STM48" STM48" STM48" STM 48" STM48" STM 15"STM15"STM15"STM15"STM24" STM24" STM 48" STM 12" STM12" STM12" STM12" STM12" STM12" STM12" STM 12" STM12" STM12" STM 12" STM12" STM12" STM12" STM12" STM 12" STM12" STM12" STM 12" STM12" STM12" STM12" STM12" STM12" STM12" STM12" STM15" STM12" STM12" STM12" STM15" STM12" STM12" STM12" STM15" STM144C RD6RD5 144B RD7 145A 145B RD8 RD9 146A 146B RD10 RD11 154A 154B RD12 RD13 155B 155C RD14 RD16 156B156A RD15 RD17 157B 157C RD18 RD19 158A 158B RD20 RD21 159B 09 70 13 70 09 70 09 49 09 70 13 70 09 70 09 49 09 70 13 70 TC 09 70 09 49 09 70 13 70 TC 09 70 09 49 09 70 13 70 09 70 09 49 09 70 13 70 09 70 09 49 09 70 13 70 09 70 09 49 09 70 13 70 09 70 09 49 03 80 TC 06 27 TC 04 60 TC 05 00 TC 06 27 TC 05 80 TC 03 80 TC 06 27 TC 04 60 TC 05 00 TC 06 27 TC 05 80 TC 03 80 TC 06 27 TC 04 60 TC 05 00 TC 06 27 TC 05 80 TC 03 80 TC 06 27 TC 04 60 TC 05 00 TC 06 27 TC 05 80 TC 03 80 TC 06 27 TC 04 60 TC 07 10 07 10 07 10 07 10 07 10 07 10 07 10 07 10 08 50 08 50 08 50 08 50 08 50 08 50 08 50 08 50 06 85 TC 06 85 TC 06 85 TC 06 85 TC 06 85 TC0685 TC0685 TC 680690700 682684686688692694696698 702 704 706 704704 704704 704704 704704 704708 06 85 TC 75 92 BW7592 BW7592 BW7592 BW7894 BW 75 92 BW 04 76 TW0595 TW0476 TW0595 TW0476 TW0573 TW0540 BW 86 50 BW GRID NO RT H VIRGINI A ST AT E N 7 1 0 2 6 6 0E 11584504N 7 1 0 2 0 5 2E 11584199N 7 1 0 1 8 3 9E 11584629N 7 1 0 2 4 3 7E 11584950TO STR. A = ACC = RD21 0.40 0.90 TO STR. A = ACRD5 0.40 0.90 TO STR. A = ACC = RD6 0.40 0.90 TO STR. A = ACC = RD7 0.40 0.90 TO STR. A = ACC = RD8 0.40 0.90 TO STR. A = ACC = RD9 0.40 0.90 TO STR. A = ACC = RD10 0.40 0.90 TO STR. A = ACC = RD11 0.40 0.90 TO STR. A = ACC = RD12 0.40 0.90 TO STR. A = ACC = RD13 0.40 0.90 TO STR. A = ACC = RD14 0.40 0.90 TO STR. A = ACC = RD15 0.40 0.90 TO STR. A = ACC = RD16 0.40 0.90 TO STR. A = ACC = RD17 0.40 0.90 TO STR. A = ACC = RD18 0.40 0.90 TO STR. A = ACC = RD19 0.40 0.90 TO STR. A = ACC = RD20 0.40 0.90 TO STR. A = ACC = 145 0.49 0.90 TO STR. A = ACC = 146 0.49 0.90 TO STR. A = ACC = 154 0.49 0.90 TO STR. A = ACC = 147 0.17 0.85 TO STR. A = ACC = 155 0.49 0.90 TO STR. A = ACC = 156 0.49 0.90 TO STR. A = ACC = 157 0.49 0.90 TO STR. A = ACC = 158 0.49 0.90 TO STR. A = ACC = 0.49 0.90 TO STR. A = ACC = 155A 0.21 0.85 TO STR. A = ACC = 157A 0.21 0.85 IP IPIPIP IP IPIP IP IP IP IPIPIP LIMITS OF CLEARING AND GRADING LIMITS OF CLEARING AND GRADING SP SP SP LIMITS OF CLEARING AND GRADING LIMITS OF CLEARING AND GRADING EROSION AND SEDIMENT CONTROL PHASE II72 C-GC-120.DWG C-GC-120 1" = 50'N/A GORDON J. MARRONE J. MARRONE P. LAZAREVICH GRAPHICAL SCALE: 1" = 30' 30 15 0 30 60 90 Gordon4501 Daly DriveChantilly, VA 20151Phone: 703-263-1900www.gordon.us.comPROGRAMMING AND PLANNINGCIVIL ENGINEERINGLANDSCAPE ARCHITECTURESURVEY AND MAPPINGSECURITY CONSULTINGREVISIONS NUMBER DATE DESCRIPTIONSEAL: NUMBER: NCS: CADD: JOB: PLAN: HORIZ: VERT: Gordon SCALE: DATE: SUR: DRW: DES: CHK: 95 3088-0104 (SP) #14-22 JANUARY 2022 MATCH LINE SEE SHEET 68 MATCH LINE SEE SHEET 73MATCH LINE SEE SHEET 71 XXX13+00 14+0015+0016+00PT=18+10.74P R C = 1 5 + 0 3 . 6 1 KEX. EX. 8" SAN S E W 15EX. 15AEX. 13AEX. 14EX. 13EX. 12BEX. 12AEX. 12EX. 11EX. 10EX. EX. 3 0 " S T M EX. 30" STMEX. 30" STM EX. 30" STM E X . 4 2 " S TM E X . 1 5 " S T M EX. 15" STMEX . 1 5 " S T M E X . 1 5 " S T M EX. 2 4 " S T M EX. 42" STM11DEX. 16EX.EX. 24" STM 11BEX. 11AEX.EX 45"x29" STMEX. 30 " STM 80EX. 80AEX. 11CEX.EX 45"x29" STMEX. 6" STM 18DEX.EX. 8" SAN SEWEX. 36" STMEX. 36" STM EX. 36" STM 8EX.8BEX.EX. CG-2EX. CG-6EX. CG-2EX. CG-6EX. R.O.W.EX. SIGHT DISTANCE EASEMENT EX. 12' POND ACCESS ROADEXPOND 3A COVERST O N E D RI V E VARIABLE WI D T H P U B LI C RI G H T- O F- W A Y PROPOSED RETAINING WALL W/ HANDRAILS "DESIGN BY OTHERS" 1631.00'631.50'30 8 . 5 5 ' PR. GUARDRAIL (VDOT GR-MGS1) PR. GUARDRAIL (VDOT GR-MGS1) PR. GUARDRAILEND TERMINAL(VDOT GR-MGS2) PR. GUARDRAIL (VDOT GR-MGS1) WALL MOUNTED LIGHT (TYP.) LIGHT POLE (TYP.)SPRINKLER 5SPRINKLER 812" PRIVATE FIRE MAIN 12" PRIVATE FIRE MAIN 8" PRIVATE W/L8" PRIVATE W/L164A 164 166 165 166B 170A 166A 169 168 170 162160161159 165A 163 161A159A 42" STM42" STM42" STM15" STM48" STM48" STM 48" STM48" STM 48" STM48" STM48" STM 1 5 " S T M 15"STM15"STM15" STM15" STM15" STM 12" STM12" STM12" STM 12" STM12" STM12" STM12" STM12" STM12" STM12" STM12" STM 12" STM12" STM12" STM12" STM 12" STMRD21 159B 159C RD22 RD23 160A 160B RD24 RD25 161B 161C RD26 RD27 162A 162B RD28 10 94 TC 11 14 TC 11 19 TC 010 40 TC 010 20 TC 010 17 TC 11 81 TC 11 94 TC 11 83 TC 10 84 TC 10 71 TC 10 83 TC 12 02 TC 12 17 TC 12 03 TC 10 98 TC 10 84 TC 10 97 TC 12 03 TC 12 17 TC 12 03 TC 10 98 TC 10 85 TC1098 TC 09 70 09 70 13 70 09 70 09 49 09 70 13 70 09 70 09 49 09 70 13 70 09 70 09 49 03 80 TC 06 27 TC 04 60 TC 05 00 TC 06 27 TC 05 80 TC 03 80 TC 06 27 TC 04 60 TC 05 00 TC 06 27 TC 05 80 TC 06 20 TC 06 42 TC 06 25 TC 05 80 TC 07 80 TC 08 60 TC 08 15 TC 07 70 TC 04 80 TC 05 80 TC 08 80 TC 06 85 TC 05 62 TC 05 45 TC 05 40 TC 05 00 TC 07 00 TC 07 90 TC 08 30 TC 07 43 TC 07 67 TC 12 00 TC 11 80 TC 11 50 TC 09 30 TC 09 90 TC 10 70 TC 11 00 TC1080 TC 10 50 TC 12 10 TC 11 80 TC 12 00 TC 12 50 TC 12 60 TC 12 80 TC1318 TC1370 13 33 TC 09 70 13 70 13 70 13 60 13 30 TC 12 90 TC 12 70 TC 09 00 TC0850 08 77 TC 08 57 TC 08 57 TC 09 90 TC 10 00 TC 09 95 TC 09 85 TC 09 10 TC 08 80 TC 08 70 TC 09 60 TC 09 55 TC 08 30 TC 08 50 TC 08 30 TC 08 30 TC 08 50 TC 08 30 TC 08 30 TC 08 50 TC 08 30 TC 07 90 TC 07 42 TC0800 TC 07 90 TC 07 42 TC 08 10 TC 07 00 TC0760 TC 07 50 TC0800 TC 06 90 TC 07 60 TC 07 30 TC0770 TC 08 00 TC 08 00 TC 06 00 TC 06 70 TC 06 00 TC 06 50 TC 05 90 TC 06 30 TC 09 36 TC 09 49 TC 09 49 TC0987 TC 09 87 TC 010 00 TC 09 36 TC 09 49 TC 09 49 TC0986 TC 09 87 TC 010 00 TC 09 83 TC 09 69 TC 09 39 TC 09 10 TC 09 50 TC 09 30 TC 07 00 TC0760 TC 07 10 07 10 07 10 07 10 08 50 08 50 08 50 13 18 TC1370 13 48 TC1370 13 50 TC1370 13 13 70 13 60 13 70 13 60 13 20 TC 13 20 TC1340 TC 13 40 TC 13 10 TC 13 10 TC 13 20 TC 13 45 TC 06 85 TC 06 85 TC 06 85 TC 13 40 690700 688 692 694696698702704706 706708710 708 712 7107087127 0 6 706704 704704 7047067 0 6 90 37 BW7592 BW7592 BW7592 BW 75 92 BW 05 95 TW 04 76 TW0476 TW 98 30 TW 97 80 BW 06 35 TW 706712 71012 80 TC 12 00 TC 12 50 12 50 GRID NO RT H VIRGINI A ST AT E N 7 1 0 3 4 7 6 E 11584917N 7 1 0 2 8 1 6E 11584582N 7 1 0 2 6 0 7E 11585007N 7 1 0 3 2 7 2E 11585343TO STR. A = ACC = RD21 0.400.90 RD20 TO STR. A = ACC = RD22 0.400.90 TO STR. A = ACC = RD23 0.400.90 TO STR. A = ACC = RD24 0.400.90 TO STR. A = ACC = R25 0.400.90 TO STR. A = ACC = RD26 0.400.90 TO STR. A = ACC = RD27 0.400.90 TO STR. A = ACC = RD28 0.610.90 TO STR. A = ACC = 159 0.49 0.90 TO STR. A = ACC = 160 0.49 0.90 TO STR. A = ACC = 161 0.49 0.90 TO STR. A = ACC = 162 0.59 0.90 TO STR. A = ACC = 159A 0.210.85 TO STR. A = ACC = 161A 0.270.85 TO STR. A = ACC = 163 0.15 0.70 TO STR. A = ACC = 164A 0.120.90 TO STR. A = ACC = 165A 0.29 0.85 TO STR. A = ACC = 165 0.10 0.90 TO STR. A = ACC = 166 0.32 0.90 TO STR. A = ACC = 167 0.30 0.90 TO STR. A = ACC = 167A 0.30 0.90 TO STR. A = ACC = 170A 0.36 0.90 TO STR. A = ACC = 1690.160.85TO STR. A = ACC = 1680.090.85TO STR. A = ACC = 1700.170.85IP IP IP IP IP IP IP IP IP IPIP IPIPIP IP IP IP IP LIMITS OF CLEARING AND GRADING LIMITS OF CLEARING AND GRADING LIMITS OF CLEARING AND GRADING LIMITS OF CLEARING AND GRADING SP SP SP SP SP LIMITS OF CLEARING AND GRADING LIMITS OF CLEARING AND GRADING LIMITS OF CLEARING AND GRADING LIMITS OF CLEARING AND GRADING EROSION AND SEDIMENT CONTROL PHASE II73 C-GC-120.DWG C-GC-120 1" = 50'N/A GORDON J. MARRONE J. MARRONE P. LAZAREVICH GRAPHICAL SCALE: 1" = 30' 30 15 0 30 60 90 Gordon4501 Daly DriveChantilly, VA 20151Phone: 703-263-1900www.gordon.us.comPROGRAMMING AND PLANNINGCIVIL ENGINEERINGLANDSCAPE ARCHITECTURESURVEY AND MAPPINGSECURITY CONSULTINGREVISIONS NUMBER DATE DESCRIPTIONSEAL: NUMBER: NCS: CADD: JOB: PLAN: HORIZ: VERT: Gordon SCALE: DATE: SUR: DRW: DES: CHK: 95 3088-0104 (SP) #14-22 JANUARY 2022 MATCH LINE SEE SHEET 70 MATCH LINE SEE SHEET 72 EROSION AND SEDIMENT CONTROL NARRATIVE74 C-GC-501.DWG C-GC-501 1" = 50'N/A GORDON J. MARRONE J. MARRONE P. LAZAREVICHGordon4501 Daly DriveChantilly, VA 20151Phone: 703-263-1900www.gordon.us.comPROGRAMMING AND PLANNINGCIVIL ENGINEERINGLANDSCAPE ARCHITECTURESURVEY AND MAPPINGSECURITY CONSULTINGREVISIONS NUMBER DATE DESCRIPTIONSEAL: NUMBER: NCS: CADD: JOB: PLAN: HORIZ: VERT: Gordon SCALE: DATE: SUR: DRW: DES: CHK: 95 3088-0104 (SP) #14-22 JANUARY 2022 EROSION AND SEDIMENT CONTROL NARRATIVE PROJECT DESCRIPTION/ADJACENT PROPERTY THE PROPOSED DEVELOPMENT CONSISTS OF A DISTRIBUTION FACILITY, DRIVE AISLES AND PARKING AREAS WITH ASSOCIATED CONSTRUCTION OF WATERLINE AND SEWER TO SERVE THE PROPERTY. THE SUBJECT SITE CURRENTLY CONSISTS OF 1 PARCEL AND CONSISTS OF 76.65 ACRES. THE TOTAL DISTURBED AREA IS 54.01 ACRES AND THE TOTAL SITE AREA OF THE STOMRWATER MANAGEMENT AREAS IS 130.49. REFER TO THE SHEET 04 FOR ADJACENT PROPERTY OWNER INFORMATION INFORMATION. EXISTING SITE CONDITIONS THE PROPOSED SITE HAS BEEN MASSED GRADE WITH A PREVIOUS PLAN THAT DRAINS TO TWO EXISTING SWM FACILITIES, PONDS 2 AND 3A. THE SITE HAS BEEN STABILIZED AND IS COVERED WITH FIELD GRASS. SOILS (SEE SHEET 04) FOR SOILS MAP. FOR SOILS, SLOPES, CLASS AND PERMEABILITY, SEE THE "SOIL SURVEY OF FREDERICK COUNTY VIRGINIA." CRITICAL EROSION AREAS THE CRITICAL EROSION AREAS ON THIS SITE CONSIST OF STEEP SLOPES, SEE SHEETS05-11. EROSION AND SEDIMENT CONTROL MEASURES UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS (4VAC50-30-40) AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK (VESCH). THE MINIMUM STANDARDS OF THE VESCH SHALL BE ADHERED TO UNLESS OTHERWISE WAIVED OR APPROVED BY A VARIANCE. STRUCTURAL PRACTICES 1. TEMPORARY CONSTRUCTION ENTRANCE - 3.02 ONE TEMPORARY CONSTRUCTION ENTRANCES WITH WASH RACKS SHALL BE INSTALLED AT THE EXISTING ENTRANCE OFF EXISTING COVERSTONE DRIVE. DURING MUDDY CONDITIONS, DRIVERS OF CONSTRUCTION VEHICLES WILL BE REQUIRED TO WASH THEIR WHEELS BEFORE ENTERING THE HIGHWAY. 2. SILT FENCE/SUPER SILT FENCE BARRIER - 3.05 SILT FENCE SEDIMENT BARRIERS WILL BE INSTALLED DOWNSLOPE OF AREAS WITH MINIMAL GRADES TO FILTER SEDIMENT-LADEN RUNOFF FROM SHEET FLOW. SUPER SILT FENCE WILL BE USED WITHIN 50' OF THE LIMITS OF RESOURCE PROTECTION AREAS (RPA) UNLESS TWO LAYERED EROSION AND SEDIMENT CONTROL MEASURES ARE USED. 3. STORM DRAIN INLET PROTECTION - 3.07 ALL STORM SEWER INLETS SHALL BE PROTECTED DURING CONSTRUCTION. EXISTING STORM INLETS ALONG COVERSTONE DRIVE BLVD TO HAVE INLET PROTECTION ARE SHOWN ON SHEETS 61 & 64. SEDIMENT-LADEN WATER SHALL BE FILTERED BEFORE ENTERING THE STORM SEWER INLETS. 4. TEMPORARY DIVERSION DIKE - 3.09 A TEMPORARY RIDGE OF COMPACTED SOIL CONSTRUCTED AT THE TOP OR BASE OF A SLOPING DISTURBED AREA USED TO DIVERT STORM RUNOFF FROM UPSLOPE DRAINAGE AREAS AWAY FROM UNPROTECTED DISTURBED AREAS AND SLOPES TO A STABILIZED OUTLET AND TO DIVERT SEDIMENT-LADEN RUNOFF FROM A DISTURBED AREA TO A SEDIMENT-TRAPPING FACILITY SUCH AS A SEDIMENT TRAP OR SEDIMENT BASIN. 5. TEMPORARY SEDIMENT BASIN - 3.14 SEDIMENT BASINS SHALL BE UTILIZED AS A MEANS TO DETAIN SEDIMENT-LADEN RUNOFF FROM DISTURBED AREAS OF GREATER THAN THREE (3) ACRES. A. SEDIMENT BASIN EMBANKMENTS - SHALL BE CONSTRUCTED OF PROPER MATERIAL THAT WILL CONTAIN THE APPROPRIATE MOISTURE CONTENT TO ENSURE THAT 95% COMPACTION WILL BE ACHIEVED. (VESCH STD. & SPEC. 3.14) B. SEDIMENT BASIN OUTFALL PIPES - FILL MATERIAL PLACED AROUND THE OUTFALL PIPE SHALL BE ACCOMPLISHED IN FOUR (4) INCH LIFTS AND COMPACTED UNTIL 95% COMPACTION IS ACHIEVED. (VESCH STD. & SPEC. 3.14) C. PER FREDERICK COUNTY CODE, BASINS SHALL MAINTAIN STRUCTURAL INTEGRITY DURING THE 100-YEAR, 24 HOUR STORM EVENT. 6. OUTLET PROTECTION - 3.18 RIPRAP IS TO BE PLACED AT THE OUTLET OF ALL PIPES AS INDICATED IN THE E&S PHASE I & II PLAN AND PER THE DETAIL SHEETS. VEGETATIVE PRACTICES - MS 1 1. TEMPORARY AND PERMANENT SEEDING - 3.31 AND 3.32 ALL DENUDED AREAS WHICH WILL BE LEFT DORMANT FOR EXTENDED PERIODS OF TIME SHALL BE SEEDED WITH FAST GERMINATING TEMPORARY VEGETATION IMMEDIATELY FOLLOWING GRADING. SELECTION OF THE SEED MIXTURE WILL DEPEND ON THE TIME OF YEAR IT IS APPLIED. TEMPORARY SEEDING SHALL BE APPLIED WITHIN SEVEN (7) DAYS. ALL VEGETATIVE STABILIZATION SHALL BE UNIFORM, MATURE ENOUGH TO SURVIVE AND ADEQUATE TO INHIBIT EROSION. 2. EROSION CONTROL BLANKETS - 3.36 OR MULCH - 3.35 EROSION CONTROL BLANKETS WILL BE INSTALLED OVER FILL SLOPES WHICH HAVE BEEN BROUGHT TO FINAL GRADE AND HAVE BEEN SEEDED TO PROTECT THE SLOPES FROM RILL AN GULLY EROSION AND ALLOW SEED TO GERMINATE PROPERLY. MULCH (STRAW OR FIBER) WILL BE USED ON RELATIVELY FLAT AREAS AND WILL BE APPLIED AS A SECOND STEP IN THE SEEDING OPERATION. 3. TOPSOILING (STOCKPILE) - 3.30 TOPSOIL WILL BE STRIPPED FROM AREAS TO BE GRADED AND STOCKPILED FOR LATER USE. THE STOCKPILE LOCATION WILL BE ON SITE WITHIN THE LIMITS OF CLEARING. MANAGEMENT STRATEGIES 1. ALL STATE, FEDERAL, AND LOCAL PERMITS MUST BE APPROVED PRIOR TO ISSUANCE OF GRADING PERMIT APPROVAL. 2. CONSTRUCTION WILL BE SEQUENCED SO THAT GRADING OPERATIONS CAN BEGIN AND END AS QUICKLY AS POSSIBLE. 3. SEDIMENT TRAPPING MEASURES WILL BE INSTALLED AS A FIRST STEP IN GRADING AND WILL BE SEEDED AND MULCHED IMMEDIATELY FOLLOWING INSTALLATION. 4. TEMPORARY SEEDING OR OTHER STABILIZATION WILL FOLLOW IMMEDIATELY AFTER GRADING. 5. AREAS WHICH ARE NOT TO BE DISTURBED WILL BE CLEARLY MARKED BY FLAGS, SIGNS, ETC. 6. THE JOB SUPERINTENDENT SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL PRACTICES. 7. AFTER ACHIEVING ADEQUATE STABILIZATION, THE TEMPORARY E&S CONTROLS WILL BE CLEANED AND REMOVED WITHIN 30 DAYS. PERMANENT STABILIZATION - MS 2 ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE STABILIZED WITH PERMANENT SEEDING IMMEDIATELY FOLLOWING FINISH GRADING, AT LEAST WITHIN 14 DAYS. SEEDING SHALL BE DONE WITH KENTUCKY 31 TALL FESCUE ACCORDING TO STD. & SPEC. 3.32, PERMANENT SEEDING, OF THE VESCH. EROSION CONTROL BLANKETS WILL BE INSTALLED OVER FILL SLOPES WHICH HAVE BEEN BROUGHT TO FINAL 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 USED ON RELATIVELY FLAT AREAS. IN ALL SEEDING OPERATIONS, SEED, FERTILIZER, AND LIME WILL BE APPLIED PRIOR TO MULCHING. STORMWATER MANAGEMENT/BEST MANAGEMENT PRACTICES STORMWATER MANAGEMENT (SWM) DETAILS, COMPUTATIONS AND BEST MANAGEMENT PRACTICES (BMP) CAN BE FOUND ON SHEETS 48-59. MAINTENANCE IN GENERAL, ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CHECKED DAILY AND AFTER EACH SIGNIFICANT RAINFALL. THE FOLLOWING ITEMS WILL BE CHECKED IN PARTICULAR: 1. THE SEDIMENT BASINS, SEDIMENT TRAPS, AND PIPE OUTLETS SHALL BE CHECKED REGULARLY FOR SEDIMENT BUILDUP WHICH WILL PREVENT DRAINAGE. IF THE PIPE IS CLOGGED BY SEDIMENT, IT SHALL BE REMOVED AND CLEANED OR REPLACED. 2. THE SILT FENCE BARRIER SHALL 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. 3. THE SEEDED AREAS SHALL BE CHECKED REGULARLY TO ENSURE THAT A GOOD STAND IS MAINTAINED. AREAS SHOULD BE FERTILIZED AND RE-SEEDED AS NEEDED. 4. THE CONSTRUCTION ENTRANCE SHALL BE CHECKED REGULARLY AND MAY REQUIRE PERIODIC TOP DRESSING WITH STONES OR THE WASHING AND REWORKING OF EXISTING STONE AS CONDITIONS DEMAND (VESCH CH. 6). GENERAL EROSION & SEDIMENT CONTROL NOTES ES-1: UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL PROGRAM. ES-2: THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE-CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. ES-3: ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. ES-4: A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. ES-5: PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF-SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. ES-6: THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. ES-7: ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. ES-8: DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. ES-9: THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF-PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. THE FREDERICK COUNTY INSPECTOR HAS THE AUTHORITY TO ADD, MODIFY, OR DELETE EROSION AND SEDIMENT CONTROLS AS NEEDED IN THE FIELD, AS SITE CONDITIONS WARRANT. NO SEDIMENT BASIN(S) SHALL BE REMOVED WITHOUT PRIOR APPROVAL OF THE COUNTY INSPECTOR. CONSTRUCTION SEQUENCE CONSTRUCTION SHALL BEGIN SUMMER OF 2022 AND END FALL OF 2023. PHASE I.A. INSTALL THE TEMPORARY CONSTRUCTION ENTRANCES WITH WASH RACK(S) CONTAINING SETTLING BASINS AT PROPOSED POINT OF ENTRY. MUD AND DEBRIS SHALL BE WASHED FROM ALL CONSTRUCTION VEHICLES AND EQUIPMENT PRIOR TO LEAVING THE SITE. WATER TANK TRUCKS WILL BE USED IF PUBLIC METERED WATER IS NOT AVAILABLE. INSTALL INLET PROTECTION TO EXISTING STORM INLETS ON COVERSTONE DRIVE AS SHOWN ON SHEETS 61 & 64. PHASE I.B. CLEAR AND GRUB THE AREAS NECESSARY TO INSTALL THE PHASE I E&S PERIMETER CONTROLS. PHASE I.C. INSTALL PHASE I E&S PERIMETER CONTROLS AS SHOWN ON THESE PLANS. THESE DEVICES INCULDE INLET PROTECTION, OUTLET PROTECTION, SILT FENCE, SUPER SILT PENCE, DIVERSION DIKES, SEDIMENT TRAPS AND SEDIMENT BASINS. NOTE THAT SOME OF THE SEDIMENT BASINS SHALL BE CONVERTED TO A PERMANENT POND. PHASE I.D. ONCE PHASE I E&S CONTROL DEVICES ARE IN PLACE, AND WITH THE APPROVAL OF THE FREDERICK COUNTY FIELD MANAGER, CLEAR AND GRUB THE REMAINDER OF THE SITE. PHASE I.E. STOCKPILE AND STABILIZE THE TOPSOIL, AS REQUIRED. PHASE I.F. ROUGH GRADE THE SITE LEAVING PHASE I E&S CONTROLS IN PLACE. PHASE I.G. APPLY TEMPORARY SEEDING TO DISTURBED AREAS THAT WILL NOT BE BROUGHT TO FINAL GRADE FOR A PERIOD OF MORE THAN 14 DAY, AS NECESSARY. PHASE I.H. CHECK AND MAINTAIN INSTALLED PHASE I E&S MEASURES. PHASE I.I. PHASE I EROSION AND SEDIMENT CONTROLS ARE TO REMAIN IN PLACE AS NEEDED AND ONLY REMOVED WITH THE APPROVAL OF THE FREDERICK COUNTY FIELD MANAGER. PHASE II.J. INSTALL ADDITIONAL PHASE II E&S MEASURES AS REQUIRED OR AS DIRECTED BY FREDERICK COUNTY FIELD MANAGER. PHASE II.K. CONTINUE INSTALLATION OF UNDERGROUND UTILITIES. PHASE II.M. INSTALL INLET PROTECTION AS SHOWN ON SHEETS 69 - 73. PHASE II.N. INSTALL SUBBASE, BASE, AND SURFACE FOR THE PROPOSED PAVEMENT AREAS. PHASE II.O. FINAL GRADE AREAS OF THE SITE ADJACENT TO THE PROPOSED PAVEMENT AREAS. PHASE II.P. STABILIZE ALL UNPAVED AREAS. ALL UNPAVED AREAS WILL BE PERMANENTLY STABILIZED IN ACCORDANCE WITH STANDARD AND SPECIFICATION 3.32 AND 3.35 OF THE VIRGINIA STATE EROSION AND SEDIMENT CONTROL HANDBOOK, AS REQUIRED. PHASE II.Q. REMOVE CONTROLS AS UPSTREAM AREAS ARE STABILIZED AND WITH THE APPROVAL OF THE FREDERICK COUNTY FIELD MANAGER. PHASE II.R. ALL EXISTING STORM DRAINAGE PIPE IS TO BE CLEANED OF SILT PRIOR TO REMOVAL OF CONTROLS. STORM DRAIN INLET PROTECTION 3.18 OP 3.09 DD 3.07 3.06 IP SSF OUTLET PROTECTION SUPER SILT FENCE TEMPORARY DIVERSION DIKEDD XX XX XX TEMPORARY GRAVEL CONSTRUCTION NO. KEY SYMBOL DESCRIPTION EROSION/SEDIMENT CONTROL LEGEND 3.02 3.05 CE SF ENTRANCE SILT FENCEX X X 3.31 TS TEMPORARY SEEDINGTS 3.32 PS PERMANENT SEEDINGPS CRITICAL SLOPE - CRITICAL SLOPE TO BE SEEDED, MULCHED AND TACKED WITHIN 14 DAYS AFTER START OF GRADING, OR SODDED AND PEGGED WITHIN 14 DAYS AFTER START EROSION AND SEDIMENT CONTROL DETAILS75 C-GC-501.DWG C-GC-501 1" = 50'N/A GORDON J. MARRONE J. MARRONE P. LAZAREVICHGordon4501 Daly DriveChantilly, VA 20151Phone: 703-263-1900www.gordon.us.comPROGRAMMING AND PLANNINGCIVIL ENGINEERINGLANDSCAPE ARCHITECTURESURVEY AND MAPPINGSECURITY CONSULTINGREVISIONS NUMBER DATE DESCRIPTIONSEAL: NUMBER: NCS: CADD: JOB: PLAN: HORIZ: VERT: Gordon SCALE: DATE: SUR: DRW: DES: CHK: 95 3088-0104 (SP) #14-22 JANUARY 2022 EROSION AND SEDIMENT CONTROL DETAILS76 C-GC-501.DWG C-GC-501 1" = 50'N/A GORDON J. MARRONE J. MARRONE P. LAZAREVICHGordon4501 Daly DriveChantilly, VA 20151Phone: 703-263-1900www.gordon.us.comPROGRAMMING AND PLANNINGCIVIL ENGINEERINGLANDSCAPE ARCHITECTURESURVEY AND MAPPINGSECURITY CONSULTINGREVISIONS NUMBER DATE DESCRIPTIONSEAL: NUMBER: NCS: CADD: JOB: PLAN: HORIZ: VERT: Gordon SCALE: DATE: SUR: DRW: DES: CHK: 95 3088-0104 (SP) #14-22 JANUARY 2022 TAX MAP NO. 64-A-79 DB. 659 PG. 175 DB. 800 PG. 1693 INSTR. #070015617 ZONED: RA OHWOHWOHWOHWOHWOHWOHWOHWOHWOHWMILLWOOD PIKE - US ROUTE 50/17VARIABLE WIDTH PUBLIC RIGHT-OF-WAYX1 6 XX XXGxSSSSSSSSSSSSSSSSSSSSSSSSSSEX.86EX.85EX.84EX.83EX.82EX.81EX.80ASINKHOLE(SEE PICTURES)EX. ELECTRICTRANSFORMEREX. ELECTRIC VAULTXXXEX. EDGE OF PAVEMENTFMSSG EX.80EX.PSCOVERSTONE DR I V E VARIABLE WIDTH P U B L I C R I G H T - O F - W A YCOVERSTONE DRIVEVARIABLE WIDTH PUBLIC RIGHT-OF-WAYEXPOND 2 EXPOND 3A EXPOND 1 EXPOND 3B PROPOSED PROPERTY LINE PER PENDING BLAN 7 1 0 1 7 4 3E 11582884N 7 1 0 0 8 8 1 E 11584593N 7 1 0 2 9 3 5E 11585650N 7 1 0 4 2 6 0E 11584128GRID NO RT H VIRGINI A ST AT E Luminaire Schedule Tag Symbol Qty Label Arrangement Description Total Watts B 2 RSX2_LED_P3_50K_R4 DOUBLE POLE BACK-BACK TYPE 4 22K LUMEN 599.92 C 9 RSX2_LED_P3_50K_R4 QUAD POLE 4 @ 90 DEGREES TYPE 4 22K LUMEN 5399.28 D 41 RSX2_LED_P3_50K_R4 WALL MOUNT SINGLE TYPE 4 22K LUMEN 6149.18 E 29 RSX2_LED_P4_50K_R4 SINGLE POLE SINGLE TYPE 4 25K LUMEN 5496.66 Calculation Summary Units Avg Max Min Fc 2.20 24.7 0.0 SINGLE & DOUBLE HEAD POLES ARE 23' MTG HEIGHT BASE 4.5' BELOW GRADE 3' ABOVE GRADE 24" PRECAST WALL PACKS MTG HEIGHT 25' QUAD POLES MTG HEIGHT 23' 3' ABOVE GRADE BELOW GRADE TBD BY STAMP 24" PRECAST C C C C C C C C C D D D D D D D D D D D D D D B B EEEEEEEEEEEEEEEE E E E E E E E E E E E E E DDDDDDDDDDDDD DDDDDDDDDDDDD 0.2 0.4 0.7 1.3 2.1 3.2 4.5 5.7 5.7 4.5 3.3 2.2 1.6 1.3 1.4 1.9 2.7 3.9 5.1 0.0 5.1 3.9 2.7 1.9 1.4 1.3 1.6 2.2 3.3 4.5 5.7 5.7 4.5 3.3 2.2 1.6 1.3 1.4 1.9 2.7 3.9 5.1 0.0 5.1 3.9 2.7 1.9 1.4 1.3 1.6 2.2 3.3 4.5 5.7 5.7 4.5 3.3 2.2 1.6 1.3 1.4 1.9 2.7 3.9 5.1 0.0 5.1 3.9 2.7 1.9 1.4 1.3 1.6 2.2 3.3 4.5 5.7 5.7 4.5 3.3 2.2 1.6 1.3 1.4 1.9 2.7 3.9 5.1 0.0 5.1 3.9 2.7 1.9 1.4 1.3 1.6 2.2 3.3 4.5 5.7 5.7 4.5 3.3 2.2 1.6 1.3 1.4 1.9 2.7 3.9 5.1 0.0 5.1 3.9 2.7 1.9 1.4 1.3 1.6 2.2 3.3 4.5 5.7 5.7 4.5 3.3 2.2 1.6 1.3 1.4 1.9 2.7 3.9 5.1 0.0 5.1 3.9 2.7 1.9 1.4 1.3 1.6 2.2 3.3 4.5 5.7 5.7 4.5 3.2 2.1 1.3 0.7 0.3 0.6 1.1 1.8 2.9 4.3 6.5 9.4 9.4 6.5 4.4 3.1 2.2 1.8 2.0 2.6 3.7 5.2 7.9 10.38.0 5.2 3.7 2.6 2.0 1.8 2.2 3.1 4.4 6.5 9.4 9.4 6.5 4.4 3.1 2.2 1.8 2.0 2.6 3.7 5.2 7.9 10.38.0 5.2 3.7 2.6 2.0 1.8 2.2 3.1 4.4 6.5 9.4 9.4 6.5 4.4 3.1 2.2 1.8 2.0 2.6 3.7 5.2 7.9 10.38.0 5.2 3.7 2.6 2.0 1.8 2.2 3.1 4.4 6.5 9.4 9.4 6.5 4.4 3.1 2.2 1.8 2.0 2.6 3.7 5.2 7.9 10.38.0 5.2 3.7 2.6 2.0 1.8 2.2 3.1 4.4 6.5 9.4 9.4 6.5 4.4 3.1 2.2 1.8 2.0 2.6 3.7 5.2 7.9 10.38.0 5.2 3.7 2.6 2.0 1.8 2.2 3.1 4.4 6.5 9.4 9.4 6.5 4.4 3.1 2.2 1.8 2.0 2.6 3.7 5.2 7.9 10.38.0 5.2 3.7 2.6 2.0 1.8 2.2 3.1 4.4 6.5 9.4 9.4 6.5 4.3 2.9 1.8 1.1 0.3 0.5 1.0 1.8 2.7 3.4 4.8 6.7 6.7 4.8 3.5 2.9 2.1 1.8 1.9 2.5 3.2 4.0 5.7 7.0 5.7 4.0 3.2 2.5 1.9 1.8 2.1 2.9 3.5 4.8 6.7 6.7 4.8 3.5 2.9 2.1 1.8 1.9 2.5 3.2 4.0 5.7 7.0 5.7 4.0 3.2 2.5 1.9 1.8 2.1 2.9 3.5 4.8 6.7 6.7 4.8 3.5 2.9 2.1 1.8 1.9 2.5 3.2 4.0 5.7 7.0 5.7 4.0 3.2 2.5 1.9 1.8 2.1 2.9 3.5 4.8 6.7 6.7 4.8 3.5 2.9 2.1 1.8 1.9 2.5 3.2 4.0 5.7 7.0 5.7 4.0 3.2 2.5 1.9 1.8 2.1 2.9 3.5 4.8 6.7 6.7 4.8 3.5 2.9 2.1 1.8 1.9 2.5 3.2 4.0 5.7 7.0 5.7 4.0 3.2 2.5 1.9 1.8 2.1 2.9 3.5 4.8 6.7 6.7 4.8 3.5 2.9 2.1 1.8 1.9 2.5 3.2 4.0 5.7 7.0 5.7 4.0 3.2 2.5 1.9 1.8 2.1 2.9 3.5 4.8 6.7 6.7 4.8 3.4 2.7 1.8 1.0 0.5 0.2 0.4 0.9 1.5 2.2 2.5 3.1 3.7 3.7 3.1 2.6 2.3 1.8 1.5 1.6 2.1 2.4 2.7 3.4 3.8 3.4 2.7 2.4 2.1 1.6 1.5 1.8 2.3 2.6 3.1 3.7 3.7 3.1 2.6 2.3 1.8 1.5 1.6 2.1 2.4 2.7 3.4 3.8 3.4 2.7 2.4 2.1 1.6 1.5 1.8 2.3 2.6 3.1 3.7 3.7 3.1 2.6 2.3 1.8 1.5 1.6 2.1 2.4 2.7 3.4 3.8 3.4 2.7 2.4 2.1 1.6 1.5 1.8 2.3 2.6 3.1 3.7 3.7 3.1 2.6 2.3 1.8 1.5 1.6 2.1 2.4 2.7 3.4 3.8 3.4 2.7 2.4 2.1 1.6 1.5 1.8 2.3 2.6 3.1 3.7 3.7 3.1 2.6 2.3 1.8 1.5 1.6 2.1 2.4 2.7 3.4 3.8 3.4 2.7 2.4 2.1 1.6 1.5 1.8 2.3 2.6 3.1 3.7 3.7 3.1 2.6 2.3 1.8 1.5 1.6 2.1 2.4 2.7 3.4 3.8 3.4 2.7 2.4 2.1 1.6 1.5 1.8 2.3 2.6 3.1 3.7 3.7 3.1 2.5 2.2 1.5 0.9 0.4 0.1 0.4 0.8 1.2 1.7 2.0 2.4 2.8 2.8 2.4 2.0 1.8 1.5 1.3 1.4 1.6 1.9 2.2 2.6 2.8 2.6 2.2 1.9 1.6 1.4 1.3 1.5 1.8 2.0 2.4 2.8 2.8 2.4 2.0 1.8 1.5 1.3 1.4 1.6 1.9 2.2 2.6 2.8 2.6 2.2 1.9 1.6 1.4 1.3 1.5 1.8 2.0 2.4 2.8 2.8 2.4 2.0 1.8 1.5 1.3 1.4 1.6 1.9 2.2 2.6 2.8 2.6 2.2 1.9 1.6 1.4 1.3 1.5 1.8 2.0 2.4 2.8 2.8 2.4 2.0 1.8 1.5 1.3 1.4 1.6 1.9 2.2 2.6 2.8 2.6 2.2 1.9 1.6 1.4 1.3 1.5 1.8 2.0 2.4 2.8 2.8 2.4 2.0 1.8 1.5 1.3 1.4 1.6 1.9 2.2 2.6 2.8 2.6 2.2 1.9 1.6 1.4 1.3 1.5 1.8 2.0 2.4 2.8 2.8 2.4 2.0 1.8 1.5 1.3 1.4 1.6 1.9 2.2 2.6 2.8 2.6 2.2 1.9 1.6 1.4 1.3 1.5 1.8 2.0 2.4 2.8 2.8 2.4 2.0 1.7 1.2 0.8 0.4 0.2 0.3 0.6 1.0 1.3 1.6 1.8 1.8 1.8 1.8 1.6 1.4 1.2 1.1 1.1 1.3 1.5 1.7 1.8 1.8 1.8 1.7 1.5 1.3 1.1 1.1 1.2 1.4 1.6 1.8 1.8 1.8 1.8 1.6 1.4 1.2 1.1 1.1 1.3 1.5 1.7 1.8 1.8 1.8 1.7 1.5 1.3 1.1 1.1 1.2 1.4 1.6 1.8 1.8 1.8 1.8 1.6 1.4 1.2 1.1 1.1 1.3 1.5 1.7 1.8 1.8 1.8 1.7 1.5 1.3 1.1 1.1 1.2 1.4 1.6 1.8 1.8 1.8 1.8 1.6 1.4 1.2 1.1 1.1 1.3 1.5 1.7 1.8 1.8 1.8 1.7 1.5 1.3 1.1 1.1 1.2 1.4 1.6 1.8 1.8 1.8 1.8 1.6 1.4 1.2 1.1 1.1 1.3 1.5 1.7 1.8 1.8 1.8 1.7 1.5 1.3 1.1 1.1 1.2 1.4 1.6 1.8 1.8 1.8 1.8 1.6 1.4 1.2 1.1 1.1 1.3 1.5 1.7 1.8 1.8 1.8 1.7 1.5 1.3 1.1 1.1 1.2 1.4 1.6 1.8 1.8 1.8 1.8 1.6 1.3 1.0 0.6 0.3 0.2 0.3 0.5 0.7 0.9 1.0 1.0 1.0 1.0 1.1 1.1 1.0 0.9 0.9 0.9 1.0 1.0 1.1 1.0 1.0 1.0 1.1 1.0 1.0 0.9 0.9 0.9 1.0 1.1 1.1 1.0 1.0 1.1 1.1 1.0 0.9 0.9 0.9 1.0 1.0 1.1 1.0 1.0 1.0 1.1 1.0 1.0 0.9 0.9 0.9 1.0 1.1 1.1 1.0 1.0 1.1 1.1 1.0 0.9 0.9 0.9 1.0 1.0 1.1 1.0 1.0 1.0 1.1 1.0 1.0 0.9 0.9 0.9 1.0 1.1 1.1 1.0 1.0 1.1 1.1 1.0 0.9 0.9 0.9 1.0 1.0 1.1 1.0 1.0 1.0 1.1 1.0 1.0 0.9 0.9 0.9 1.0 1.1 1.1 1.0 1.0 1.1 1.1 1.0 0.9 0.9 0.9 1.0 1.0 1.1 1.0 1.0 1.0 1.1 1.0 1.0 0.9 0.9 0.9 1.0 1.1 1.1 1.0 1.0 1.1 1.1 1.0 0.9 0.9 0.9 1.0 1.0 1.1 1.0 1.0 1.0 1.1 1.0 1.0 0.9 0.9 0.9 1.0 1.1 1.1 1.0 1.0 1.1 1.0 0.9 0.7 0.5 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.2 0.3 0.4 0.5 0.6 0.6 0.5 0.4 0.4 0.5 0.6 0.6 0.7 0.7 0.7 0.6 0.6 0.6 0.5 0.4 0.5 0.6 0.6 0.6 0.7 0.7 0.6 0.6 0.6 0.5 0.4 0.4 0.5 0.6 0.6 0.7 0.7 0.7 0.6 0.6 0.6 0.5 0.4 0.5 0.6 0.6 0.6 0.7 0.7 0.7 0.6 0.6 0.5 0.4 0.4 0.5 0.6 0.6 0.6 0.7 0.7 0.6 0.6 0.6 0.5 0.4 0.5 0.6 0.6 0.6 0.7 0.7 0.6 0.6 0.6 0.5 0.4 0.4 0.5 0.6 0.6 0.6 0.7 0.7 0.6 0.6 0.6 0.5 0.4 0.5 0.6 0.6 0.6 0.7 0.7 0.6 0.6 0.6 0.5 0.4 0.4 0.5 0.6 0.6 0.6 0.7 0.7 0.6 0.6 0.6 0.5 0.4 0.5 0.6 0.6 0.6 0.7 0.7 0.6 0.6 0.6 0.5 0.4 0.4 0.5 0.6 0.6 0.6 0.7 0.7 0.6 0.6 0.6 0.5 0.4 0.5 0.6 0.6 0.6 0.7 0.7 0.6 0.6 0.6 0.5 0.4 0.4 0.5 0.6 0.6 0.5 0.4 0.3 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.4 0.4 0.5 0.5 0.6 0.6 0.7 0.7 0.6 0.5 0.5 0.5 0.4 0.3 0.2 0.2 0.1 0.1 0.2 0.2 0.3 0.3 0.2 0.2 0.1 0.1 0.2 0.3 0.4 0.4 0.4 0.4 0.4 0.3 0.2 0.2 0.1 0.2 0.2 0.3 0.4 0.4 0.4 0.4 0.3 0.3 0.2 0.1 0.1 0.2 0.3 0.4 0.4 0.4 0.4 0.4 0.3 0.2 0.2 0.1 0.2 0.2 0.3 0.4 0.4 0.4 0.4 0.4 0.3 0.2 0.1 0.1 0.2 0.3 0.3 0.4 0.4 0.4 0.4 0.3 0.2 0.2 0.1 0.2 0.2 0.3 0.4 0.4 0.4 0.4 0.4 0.3 0.2 0.2 0.1 0.2 0.3 0.3 0.4 0.4 0.4 0.4 0.3 0.3 0.2 0.1 0.2 0.2 0.3 0.4 0.4 0.4 0.4 0.3 0.3 0.2 0.2 0.2 0.2 0.3 0.3 0.4 0.4 0.4 0.4 0.3 0.2 0.2 0.2 0.2 0.2 0.3 0.4 0.4 0.4 0.4 0.3 0.3 0.2 0.2 0.2 0.2 0.3 0.3 0.4 0.4 0.4 0.4 0.3 0.2 0.2 0.1 0.2 0.3 0.3 0.4 0.4 0.4 0.4 0.3 0.3 0.2 0.1 0.1 0.2 0.3 0.3 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.2 0.4 0.7 1.0 1.2 1.4 1.4 1.3 1.4 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.4 0.6 0.8 1.0 1.1 1.2 1.4 1.5 1.5 1.3 1.1 1.0 0.8 0.6 0.4 0.3 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.3 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.3 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.3 0.3 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.3 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.3 0.5 0.9 1.3 1.6 2.0 2.3 2.2 2.3 1.9 1.5 1.2 0.8 0.5 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.1 0.1 0.1 0.1 0.2 0.3 0.5 0.8 1.2 1.6 2.0 2.2 2.5 2.7 2.6 2.3 2.0 1.7 1.3 0.9 0.6 0.4 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 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0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.1 0.2 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.1 0.1 0.2 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.1 0.1 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.3 0.5 0.9 1.5 2.2 2.9 3.7 5.2 4.9 4.9 3.4 2.7 2.0 1.2 0.7 0.4 0.2 0.1 0.1 0.2 0.3 0.4 0.4 0.5 0.5 0.6 0.6 0.6 0.6 0.5 0.5 0.5 0.5 0.5 0.8 1.3 2.1 2.9 3.8 4.7 6.0 7.0 6.5 5.1 4.0 3.2 2.4 1.5 0.9 0.5 0.4 0.4 0.4 0.4 0.4 0.4 0.3 0.3 0.4 0.4 0.4 0.5 0.5 0.5 0.5 0.5 0.4 0.4 0.3 0.3 0.3 0.4 0.4 0.5 0.5 0.5 0.5 0.5 0.5 0.4 0.4 0.3 0.3 0.4 0.4 0.4 0.5 0.5 0.5 0.5 0.5 0.4 0.4 0.3 0.3 0.3 0.4 0.4 0.5 0.5 0.5 0.5 0.5 0.5 0.4 0.4 0.3 0.3 0.4 0.4 0.5 0.5 0.5 0.5 0.5 0.5 0.4 0.4 0.3 0.3 0.3 0.4 0.4 0.5 0.5 0.5 0.5 0.5 0.4 0.4 0.4 0.3 0.3 0.4 0.4 0.5 0.5 0.5 0.5 0.5 0.5 0.4 0.4 0.3 0.3 0.3 0.4 0.4 0.5 0.5 0.5 0.5 0.5 0.4 0.4 0.4 0.3 0.3 0.4 0.4 0.5 0.5 0.5 0.5 0.5 0.5 0.4 0.4 0.3 0.3 0.3 0.4 0.4 0.5 0.5 0.5 0.5 0.5 0.5 0.4 0.4 0.3 0.3 0.4 0.4 0.4 0.5 0.5 0.5 0.5 0.5 0.4 0.4 0.3 0.3 0.3 0.4 0.4 0.4 0.5 0.5 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0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.3 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.3 0.3 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.3 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.3 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.3 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.3 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.3 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.3 0.2 0.2 0.1 0.2 0.2 0.3 0.4 0.4 0.4 0.4 0.4 0.3 0.2 0.2 0.2 0.2 0.3 0.4 0.4 0.4 0.4 0.4 0.3 0.3 0.2 0.2 0.2 0.2 0.3 0.4 0.4 0.4 0.4 0.3 0.3 0.2 0.2 0.2 0.2 0.3 0.4 0.4 0.4 0.4 0.4 0.3 0.2 0.2 0.2 0.2 0.3 0.3 0.4 0.4 0.4 0.4 0.3 0.3 0.2 0.2 0.2 0.2 0.3 0.4 0.4 0.4 0.4 0.4 0.3 0.2 0.2 0.2 0.2 0.3 0.3 0.4 0.4 0.4 0.4 0.3 0.3 0.2 0.2 0.2 0.2 0.3 0.4 0.4 0.4 0.4 0.4 0.3 0.2 0.2 0.1 0.2 0.3 0.3 0.4 0.4 0.4 0.4 0.3 0.3 0.2 0.1 0.2 0.2 0.3 0.4 0.4 0.4 0.4 0.4 0.3 0.2 0.2 0.1 0.2 0.2 0.3 0.4 0.4 0.4 0.4 0.4 0.3 0.2 0.1 0.2 0.2 0.3 0.4 0.4 0.4 0.4 0.4 0.3 0.2 0.2 0.1 0.2 0.2 0.3 0.4 0.4 0.4 0.4 0.4 0.3 0.2 0.2 0.2 0.2 0.3 0.3 0.4 0.4 0.4 0.4 0.3 0.2 0.2 0.1 0.2 0.2 0.3 0.4 0.4 0.4 0.4 0.3 0.2 0.2 0.1 0.1 0.2 0.2 0.5 0.4 0.5 0.6 0.6 0.6 0.7 0.7 0.7 0.6 0.6 0.5 0.4 0.4 0.6 0.6 0.6 0.6 0.7 0.7 0.6 0.6 0.6 0.5 0.4 0.5 0.6 0.6 0.6 0.7 0.7 0.6 0.6 0.6 0.5 0.4 0.5 0.6 0.6 0.6 0.6 0.7 0.7 0.6 0.6 0.6 0.5 0.4 0.5 0.6 0.6 0.6 0.7 0.7 0.6 0.6 0.6 0.5 0.4 0.5 0.6 0.6 0.6 0.7 0.7 0.7 0.6 0.6 0.6 0.5 0.4 0.5 0.6 0.6 0.7 0.7 0.7 0.6 0.6 0.6 0.5 0.4 0.5 0.6 0.6 0.6 0.7 0.7 0.7 0.6 0.6 0.6 0.5 0.4 0.5 0.6 0.6 0.7 0.7 0.7 0.6 0.6 0.6 0.5 0.4 0.4 0.6 0.6 0.6 0.7 0.7 0.7 0.6 0.6 0.6 0.5 0.4 0.5 0.6 0.6 0.7 0.7 0.7 0.7 0.6 0.6 0.5 0.4 0.4 0.5 0.6 0.6 0.7 0.7 0.7 0.7 0.6 0.6 0.5 0.4 0.5 0.6 0.6 0.6 0.7 0.7 0.7 0.6 0.6 0.5 0.4 0.5 0.5 0.6 0.6 0.6 0.7 0.7 0.6 0.6 0.6 0.5 0.4 0.5 0.6 0.6 0.6 0.7 0.6 0.6 0.6 0.6 0.5 0.4 0.4 0.5 0.6 1.0 1.0 1.1 1.0 1.0 0.9 0.9 0.9 1.0 1.1 1.1 1.0 1.0 1.1 1.1 1.0 0.9 0.9 0.9 1.0 1.0 1.1 1.0 1.0 1.0 1.1 1.0 1.0 0.9 0.9 0.9 1.0 1.1 1.1 1.0 1.0 1.1 1.1 1.0 0.9 0.9 0.9 1.0 1.0 1.1 1.0 1.0 1.1 1.1 1.0 1.0 0.9 0.9 0.9 1.0 1.1 1.1 1.0 1.0 1.1 1.1 1.0 0.9 0.9 0.9 1.0 1.0 1.1 1.0 1.0 1.1 1.1 1.0 1.0 0.9 0.9 0.9 1.0 1.1 1.1 1.0 1.0 1.1 1.1 1.0 0.9 0.9 0.9 1.0 1.0 1.1 1.0 1.0 1.0 1.1 1.0 1.0 0.9 0.9 0.9 1.0 1.1 1.1 1.0 1.0 1.1 1.1 1.0 0.9 0.9 0.9 1.0 1.0 1.1 1.0 1.0 1.0 1.1 1.0 1.0 0.9 0.9 0.9 1.0 1.1 1.1 1.0 1.0 1.1 1.1 1.0 0.9 0.9 0.9 1.0 1.0 1.1 1.0 1.0 1.0 1.1 1.0 1.0 0.9 0.9 0.9 1.0 1.1 1.1 1.0 1.0 1.1 1.1 1.0 0.9 0.9 0.9 1.0 1.0 1.1 1.0 1.0 1.1 1.1 1.0 0.9 0.9 0.9 0.9 1.0 1.1 1.1 1.0 1.0 1.0 1.0 1.8 1.8 1.7 1.5 1.3 1.1 1.1 1.2 1.4 1.6 1.8 1.8 1.8 1.7 1.6 1.4 1.2 1.1 1.1 1.3 1.5 1.7 1.8 1.8 1.8 1.7 1.5 1.3 1.1 1.1 1.2 1.4 1.6 1.8 1.8 1.8 1.8 1.6 1.4 1.2 1.1 1.1 1.3 1.5 1.7 1.8 1.8 1.8 1.7 1.5 1.3 1.1 1.1 1.2 1.4 1.6 1.8 1.8 1.8 1.8 1.6 1.4 1.2 1.1 1.1 1.3 1.5 1.7 1.8 1.8 1.8 1.7 1.5 1.3 1.1 1.1 1.2 1.4 1.6 1.8 1.8 1.8 1.8 1.6 1.4 1.2 1.1 1.1 1.3 1.5 1.7 1.8 1.8 1.8 1.7 1.5 1.3 1.1 1.1 1.2 1.4 1.6 1.8 1.8 1.8 1.7 1.6 1.4 1.2 1.1 1.1 1.3 1.5 1.7 1.8 1.8 1.8 1.7 1.5 1.3 1.1 1.1 1.2 1.4 1.6 1.8 1.8 1.8 1.7 1.6 1.4 1.2 1.1 1.1 1.3 1.5 1.7 1.8 1.8 1.8 1.7 1.5 1.3 1.1 1.1 1.2 1.4 1.6 1.8 1.8 1.8 1.8 1.6 1.4 1.2 1.1 1.1 1.3 1.5 1.7 1.8 1.8 1.8 1.7 1.5 1.3 1.1 1.1 1.2 1.4 1.6 1.8 1.8 1.8 1.7 1.5 2.8 2.6 2.1 1.8 1.6 1.4 1.3 1.5 1.8 2.0 2.5 2.8 2.8 2.4 2.0 1.7 1.4 1.3 1.4 1.6 1.9 2.2 2.7 2.8 2.6 2.1 1.8 1.6 1.4 1.3 1.5 1.8 2.0 2.5 2.8 2.8 2.4 2.0 1.7 1.4 1.3 1.4 1.6 1.9 2.2 2.7 2.8 2.6 2.1 1.8 1.6 1.4 1.3 1.5 1.8 2.0 2.5 2.8 2.8 2.4 2.0 1.7 1.4 1.3 1.4 1.6 1.9 2.2 2.7 2.8 2.6 2.1 1.8 1.6 1.4 1.3 1.5 1.8 2.0 2.5 2.8 2.8 2.4 2.0 1.7 1.4 1.3 1.4 1.6 1.9 2.2 2.7 2.8 2.6 2.1 1.8 1.6 1.4 1.3 1.5 1.8 2.0 2.5 2.8 2.8 2.4 2.0 1.7 1.4 1.3 1.4 1.6 1.9 2.2 2.7 2.8 2.6 2.1 1.8 1.6 1.4 1.3 1.5 1.8 2.0 2.5 2.8 2.8 2.4 2.0 1.7 1.4 1.3 1.4 1.6 1.9 2.2 2.7 2.8 2.6 2.1 1.8 1.6 1.4 1.3 1.5 1.8 2.0 2.5 2.8 2.8 2.4 2.0 1.7 1.4 1.3 1.4 1.6 1.9 2.2 2.7 2.8 2.6 2.1 1.8 1.6 1.4 1.3 1.5 1.8 2.0 2.4 2.8 2.8 2.4 1.9 3.8 3.4 2.7 2.4 2.0 1.6 1.5 1.9 2.3 2.6 3.2 3.7 3.7 3.0 2.5 2.2 1.8 1.5 1.7 2.1 2.5 2.8 3.5 3.8 3.4 2.7 2.4 2.0 1.6 1.5 1.9 2.3 2.6 3.2 3.7 3.7 3.0 2.5 2.2 1.8 1.5 1.7 2.1 2.5 2.8 3.5 3.8 3.4 2.7 2.4 2.0 1.6 1.5 1.9 2.3 2.6 3.2 3.7 3.7 3.0 2.5 2.2 1.8 1.5 1.7 2.1 2.5 2.8 3.5 3.8 3.4 2.7 2.4 2.0 1.6 1.5 1.9 2.3 2.6 3.2 3.7 3.7 3.0 2.5 2.2 1.8 1.5 1.7 2.1 2.5 2.8 3.5 3.8 3.4 2.7 2.4 2.0 1.6 1.5 1.9 2.3 2.6 3.2 3.7 3.7 3.0 2.5 2.2 1.8 1.5 1.7 2.1 2.5 2.8 3.5 3.8 3.4 2.7 2.4 2.0 1.6 1.5 1.9 2.3 2.6 3.2 3.7 3.7 3.0 2.5 2.2 1.8 1.5 1.7 2.1 2.5 2.8 3.5 3.8 3.4 2.7 2.4 2.0 1.6 1.5 1.9 2.3 2.6 3.2 3.7 3.7 3.0 2.5 2.2 1.8 1.5 1.7 2.1 2.5 2.8 3.5 3.8 3.4 2.7 2.4 2.0 1.6 1.5 1.9 2.3 2.6 3.1 3.7 3.7 3.0 2.5 7.0 5.5 3.9 3.1 2.4 1.9 1.8 2.2 2.9 3.6 5.0 6.8 6.5 4.6 3.4 2.8 2.1 1.8 1.9 2.5 3.2 4.1 5.9 7.0 5.5 3.9 3.1 2.4 1.9 1.8 2.2 2.9 3.6 5.0 6.8 6.5 4.6 3.4 2.8 2.1 1.8 1.9 2.5 3.2 4.1 5.9 7.0 5.5 3.9 3.1 2.4 1.9 1.8 2.2 2.9 3.6 5.0 6.8 6.5 4.6 3.4 2.8 2.1 1.8 1.9 2.5 3.2 4.1 5.9 7.0 5.5 3.9 3.1 2.4 1.9 1.8 2.2 2.9 3.6 5.0 6.8 6.5 4.6 3.4 2.8 2.1 1.8 1.9 2.5 3.2 4.1 5.9 7.0 5.5 3.9 3.1 2.4 1.9 1.8 2.2 2.9 3.6 5.0 6.8 6.5 4.6 3.4 2.8 2.1 1.8 1.9 2.5 3.2 4.1 5.9 7.0 5.5 3.9 3.1 2.4 1.9 1.8 2.2 2.9 3.6 5.0 6.8 6.5 4.6 3.4 2.8 2.1 1.8 1.9 2.5 3.2 4.1 5.9 7.0 5.5 3.9 3.1 2.4 1.9 1.8 2.2 2.9 3.6 5.0 6.8 6.5 4.6 3.4 2.8 2.1 1.8 1.9 2.5 3.2 4.1 5.9 7.0 5.5 3.9 3.1 2.4 1.9 1.8 2.2 2.9 3.6 4.9 6.8 6.5 4.6 3.4 10.27.6 5.0 3.6 2.5 1.9 1.9 2.3 3.2 4.5 6.8 9.7 9.2 6.2 4.2 3.0 2.2 1.8 2.0 2.7 3.8 5.4 8.3 10.2 7.7 5.0 3.6 2.5 1.9 1.9 2.3 3.2 4.5 6.8 9.7 9.2 6.2 4.2 3.0 2.2 1.8 2.0 2.7 3.8 5.4 8.3 10.2 7.7 5.0 3.6 2.5 1.9 1.9 2.3 3.2 4.5 6.8 9.7 9.2 6.2 4.2 3.0 2.2 1.8 2.0 2.7 3.8 5.4 8.3 10.2 7.7 5.0 3.6 2.5 1.9 1.9 2.3 3.2 4.5 6.8 9.7 9.2 6.2 4.2 3.0 2.2 1.8 2.0 2.7 3.8 5.4 8.3 10.2 7.7 5.0 3.6 2.5 1.9 1.9 2.3 3.2 4.5 6.8 9.7 9.2 6.2 4.2 3.0 2.2 1.8 2.0 2.7 3.8 5.4 8.3 10.2 7.7 5.0 3.6 2.5 1.9 1.9 2.3 3.2 4.5 6.8 9.7 9.2 6.2 4.2 3.0 2.2 1.8 2.0 2.7 3.8 5.4 8.3 10.2 7.7 5.0 3.6 2.5 1.9 1.9 2.3 3.2 4.5 6.7 9.7 9.2 6.2 4.2 3.0 2.2 1.8 2.0 2.7 3.8 5.4 8.3 10.27.6 5.0 3.6 2.5 1.9 1.9 2.3 3.2 4.5 6.7 9.7 9.2 6.2 4.1 PHOTOMETRIC PLAN - OVERALL KEY MAP77 C-CT-101.DWG C-CT-101 1" = 100'N/A GORDON J. MARRONE J. MARRONE P. LAZAREVICH GRAPHICAL SCALE: 1" = 100' 100 50 0 100 200 300 SHEET 83 SHEET 80 SHEET 81 SHEET 82 SHEET 79SHEET 78 Gordon4501 Daly DriveChantilly, VA 20151Phone: 703-263-1900www.gordon.us.comPROGRAMMING AND PLANNINGCIVIL ENGINEERINGLANDSCAPE ARCHITECTURESURVEY AND MAPPINGSECURITY CONSULTINGREVISIONS NUMBER DATE DESCRIPTIONSEAL: NUMBER: NCS: CADD: JOB: PLAN: HORIZ: VERT: Gordon SCALE: DATE: SUR: DRW: DES: CHK: 95 3088-0104 (SP) #14-22 JANUARY 2022 THIS SHEET FOR PHOTOMETRIC PURPOSES ONLY! TAX MAP NO. 64-A-79 DB. 659 PG. 175 DB. 800 PG. 1693 INSTR. #070015617 ZONED: RA COVERSTONE DRIVEVARIABLE WIDTH PUBLIC RIGHT-OF-WAYPROPOSED PROPERTY LINE PER PENDING BLA GRID NO RT H VIRGINI A ST AT E N 7 1 0 2 1 6 5E 11583584N 7 1 0 1 5 5 7E 11583279N 7 1 0 1 3 6 6E 11583659N 7 1 0 1 9 7 4E 11583964C C D D D D B EEE DDD 0.0 0.1 0.1 0.2 0.3 0.5 0.7 1.0 1.3 1.5 1.7 2.0 2.1 2.0 1.8 1.6 1.4 1.2 1.2 1.2 1.4 1.6 1.9 2.3 3.0 3.2 2.9 0.1 0.1 0.1 0.3 0.6 1.0 1.5 2.0 2.4 2.9 3.3 3.5 3.4 2.9 2.6 2.1 1.7 1.5 1.4 1.4 1.6 1.9 2.3 2.8 3.0 1.9 0.1 0.1 0.1 0.3 0.6 1.2 1.9 2.7 3.4 4.2 5.2 5.8 5.3 4.3 3.5 2.9 2.3 1.8 1.5 1.5 1.6 1.9 2.3 2.6 2.8 1.2 0.1 0.1 0.1 0.3 0.7 1.4 2.3 3.3 4.3 5.5 7.3 8.6 7.6 5.7 4.4 3.5 2.7 1.9 1.5 1.4 1.6 1.9 2.3 2.6 2.9 0.0 0.1 0.2 0.3 0.8 1.6 2.7 4.1 5.4 7.6 11.114.1 11.88.1 5.7 4.3 3.1 2.1 1.5 1.4 1.5 1.8 2.1 2.7 3.3 0.0 0.1 0.2 0.4 0.8 1.8 3.0 5.0 7.2 11.1 16.4 21.617.311.8 7.6 5.3 3.4 2.2 1.5 1.3 1.5 1.9 2.2 3.0 4.1 4.2 0.1 0.2 0.4 0.9 1.8 3.1 5.3 7.9 14.1 20.624.721.315.28.4 5.7 3.5 2.1 1.4 1.3 1.6 2.1 2.6 3.9 5.8 6.3 0.2 0.4 0.8 1.7 2.9 4.7 6.7 10.015.0 20.415.910.7 7.0 5.0 3.2 2.0 1.3 1.2 1.5 2.2 2.8 4.5 7.4 7.4 0.1 0.3 0.7 1.5 2.6 3.9 5.1 7.0 10.012.610.6 7.4 5.3 4.1 2.8 1.8 1.3 1.2 1.5 2.1 2.6 4.1 6.3 6.5 0.1 0.3 0.7 1.3 2.2 3.2 4.0 5.1 6.6 7.7 6.9 5.3 4.2 3.4 2.5 1.7 1.3 1.2 1.5 1.9 2.3 3.2 4.5 5.1 0.1 0.3 0.6 1.1 1.8 2.5 3.2 3.9 4.7 5.2 4.8 4.0 3.3 2.7 2.1 1.6 1.3 1.3 1.5 1.7 2.1 2.7 3.3 0.0 0.3 0.5 0.9 1.3 1.8 2.2 2.5 2.9 3.1 3.0 2.6 2.3 2.0 1.6 1.4 1.3 1.3 1.5 1.8 2.1 2.6 2.9 0.0 0.3 0.4 0.7 0.9 1.2 1.3 1.5 1.7 1.8 1.8 1.6 1.4 1.3 1.2 1.2 1.2 1.4 1.6 1.8 2.1 2.4 2.6 0.0 0.2 0.3 0.5 0.6 0.7 0.8 0.9 0.9 1.0 1.0 1.0 0.9 0.8 0.9 1.0 1.2 1.4 1.6 1.9 2.2 2.5 2.7 1.6 0.3 0.4 0.5 0.6 0.6 0.6 0.7 0.8 0.8 0.8 0.7 0.7 0.8 1.0 1.2 1.4 1.6 1.9 2.2 2.7 3.1 2.4 0.2 0.4 0.5 0.7 0.8 0.9 1.0 1.2 1.2 1.2 1.1 1.1 1.0 1.1 1.3 1.5 1.8 2.0 2.3 3.1 3.8 3.7 0.2 0.4 0.6 0.9 1.2 1.5 1.8 2.0 2.2 2.2 2.0 1.8 1.6 1.5 1.5 1.6 1.9 2.3 2.8 4.2 5.6 4.9 0.4 0.8 1.3 1.8 2.3 2.8 3.2 3.7 3.7 3.3 2.8 2.4 2.0 1.8 1.7 2.0 2.5 3.1 5.3 7.8 6.0 0.5 0.9 1.6 2.4 3.1 3.9 4.8 6.0 6.1 4.9 4.0 3.3 2.6 2.2 1.9 2.1 2.5 3.1 5.0 7.1 5.7 0.5 1.0 1.9 2.9 3.9 5.0 6.5 8.9 9.1 6.6 5.1 4.1 3.3 2.6 2.2 2.1 2.3 2.7 3.8 5.1 4.8 0.5 1.1 2.1 3.5 4.9 6.6 9.6 14.314.89.9 6.8 5.1 4.0 3.0 2.4 2.2 2.2 2.6 3.3 3.9 3.6 1.3 2.4 4.1 6.2 9.2 14.3 20.420.814.89.5 6.5 4.7 3.3 2.7 2.3 2.3 2.7 3.2 3.4 2.9 1.3 2.4 4.2 7.0 11.017.6 23.323.618.2 11.5 7.3 4.9 3.4 2.7 2.4 2.4 2.8 3.2 3.3 2.8 1.2 2.3 3.8 5.6 8.0 12.218.118.612.68.3 5.9 4.4 3.2 2.5 2.2 2.3 2.6 3.2 3.5 3.2 2.0 3.3 4.5 5.8 8.2 11.912.38.4 6.0 4.7 3.7 2.8 2.3 2.1 2.2 2.5 3.3 4.2 4.1 1.8 2.7 3.6 4.5 5.7 7.5 7.7 5.9 4.6 3.7 3.1 2.5 2.0 2.0 2.3 2.7 4.1 5.6 5.5 1.4 2.1 2.8 3.5 4.2 5.0 5.1 4.2 3.6 2.9 2.4 2.0 1.8 2.0 2.5 3.0 5.0 7.7 6.6 1.5 2.0 2.4 2.7 3.0 3.1 2.7 2.4 2.1 1.8 1.7 1.7 2.0 2.5 3.0 4.9 7.2 6.4 1.0 1.2 1.4 1.6 1.8 1.9 1.7 1.5 1.4 1.3 1.4 1.6 2.0 2.4 2.8 3.9 5.2 5.2 0.6 0.7 0.8 0.9 1.1 1.1 1.1 1.1 1.0 1.1 1.4 1.8 2.1 2.4 2.7 3.4 4.0 3.9 0.3 0.3 0.4 0.6 0.8 1.0 1.0 1.1 1.2 1.3 1.7 2.1 2.5 2.7 3.0 3.4 3.6 3.2 0.2 0.3 0.5 0.8 1.1 1.3 1.4 1.6 1.7 2.2 2.6 2.8 3.0 3.2 3.4 3.5 3.0 0.1 0.3 0.5 0.9 1.3 1.6 2.0 2.4 2.5 3.0 3.1 3.1 3.2 3.3 3.4 3.6 3.3 0.1 0.3 0.6 1.1 1.6 2.0 2.4 3.1 3.1 3.6 3.4 3.4 3.5 3.3 3.6 4.1 4.3 0.3 0.7 1.2 1.9 2.6 3.3 4.7 4.7 5.2 4.2 4.0 3.9 3.7 4.2 5.4 5.8 0.5 0.8 1.4 2.3 3.3 4.7 7.1 8.0 7.7 5.5 4.7 4.4 4.1 5.2 7.3 7.3 0.6 1.1 1.8 3.0 4.7 7.2 10.212.210.68.1 6.1 5.1 4.4 5.3 7.4 7.3 1.0 1.7 2.8 4.2 6.2 9.2 8.8 9.8 7.1 5.6 4.7 3.9 4.3 5.4 5.7 0.8 1.3 2.1 3.1 4.2 6.4 7.0 7.0 5.1 4.3 3.7 3.2 3.3 3.7 3.9 0.6 1.1 1.8 2.3 2.9 4.0 3.9 4.4 3.6 3.4 3.1 2.8 2.7 2.7 2.6 0.2 0.3 0.5 0.8 1.3 2.1 3.3 4.8 5.8 5.9 4.8 3.4 2.3 1.6 1.2 1.2 1.4 1.9 2.8 4.0 5.3 6.2 5.3 4.1 2.8 1.9 1.4 1.2 1.2 1.6 2.3 3.4 4.7 5.9 5.9 0.5 0.9 1.4 1.8 2.2 2.8 2.8 3.1 2.8 2.6 2.5 2.2 2.0 1.9 1.7 0.2 0.4 0.6 1.0 1.7 2.5 3.5 5.1 7.3 7.4 5.2 3.6 2.6 1.9 1.5 1.4 1.7 2.2 3.0 4.2 6.2 7.9 6.3 4.3 3.1 2.3 1.7 1.4 1.5 1.9 2.6 3.5 5.1 7.3 7.4 0.8 1.1 1.4 1.7 2.0 1.9 2.2 2.1 2.0 1.8 1.6 1.4 1.3 1.1 0.2 0.3 0.6 1.0 1.6 2.2 2.7 3.7 5.0 5.0 3.8 2.8 2.3 1.8 1.4 1.3 1.6 2.0 2.5 3.1 4.4 5.2 4.5 3.2 2.5 2.1 1.6 1.3 1.4 1.8 2.3 2.8 3.7 5.0 5.0 0.6 0.8 1.0 1.1 1.2 1.1 1.3 1.4 1.3 1.2 1.1 0.9 0.8 0.7 0.1 0.3 0.5 0.9 1.3 1.7 2.0 2.4 2.9 2.9 2.5 2.0 1.8 1.5 1.2 1.2 1.3 1.7 1.9 2.2 2.7 2.9 2.7 2.2 1.9 1.7 1.4 1.2 1.2 1.5 1.8 2.0 2.4 2.9 2.9 0.4 0.5 0.6 0.6 0.6 0.5 0.7 0.7 0.7 0.7 0.6 0.6 0.5 0.4 0.1 0.2 0.4 0.8 1.1 1.3 1.6 1.9 2.2 2.2 1.9 1.6 1.4 1.2 1.1 1.0 1.1 1.3 1.5 1.7 2.1 2.2 2.1 1.8 1.5 1.3 1.1 1.0 1.1 1.2 1.4 1.6 1.9 2.2 2.2 0.3 0.3 0.3 0.2 0.2 0.3 0.3 0.3 0.4 0.3 0.3 0.3 0.3 0.1 0.2 0.4 0.6 0.9 1.1 1.3 1.4 1.5 1.5 1.5 1.3 1.2 1.0 0.9 0.9 0.9 1.1 1.2 1.4 1.5 1.5 1.5 1.4 1.2 1.1 0.9 0.9 0.9 1.0 1.1 1.3 1.5 1.5 1.5 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.1 0.2 0.3 0.5 0.7 0.8 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.8 0.7 0.7 0.8 0.8 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.8 0.8 0.7 0.7 0.8 0.8 0.9 0.9 0.9 0.9 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.4 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.5 0.5 0.5 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.5 0.5 0.5 0.2 0.3 0.3 0.3 0.2 0.2 0.2 0.3 0.3 0.4 0.4 0.4 0.4 0.4 0.4 0.3 0.3 0.2 0.2 0.2 0.3 0.3 0.4 0.4 0.4 0.4 0.4 0.3 0.3 0.3 0.2 0.2 0.1 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.3 0.3 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.3 0.2 0.2 0.2 0.1 0.1 0.1 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.3 0.3 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.2 0.2 0.2 0.3 0.2 0.2 0.1 0.2 0.2 0.3 0.4 0.4 0.4 0.4 0.4 0.3 0.2 0.2 0.2 0.2 0.3 0.4 0.4 0.4 0.4 0.4 0.3 0.3 0.2 0.2 0.2 0.2 0.3 0.4 0.4 0.5 0.4 0.5 0.6 0.6 0.6 0.7 0.7 0.7 0.6 0.6 0.5 0.4 0.4 0.6 0.6 0.6 0.6 0.7 0.7 0.6 0.6 0.6 0.5 0.4 0.5 0.6 0.6 0.6 0.7 1.0 1.0 1.1 1.0 1.0 0.9 0.9 0.9 1.0 1.1 1.1 1.0 1.0 1.1 1.1 1.0 0.9 0.9 0.9 1.0 1.0 1.1 1.0 1.0 1.0 1.1 1.0 1.0 0.9 1.8 1.8 1.7 1.5 1.3 1.1 1.1 1.2 1.4 1.6 1.8 1.8 1.8 1.7 1.6 1.4 1.2 1.1 1.1 1.3 1.5 1.7 1.8 1.8 1.8 1.7 1.5 1.3 1.1 2.8 2.6 2.1 1.8 1.6 1.4 1.3 1.5 1.8 2.0 2.5 2.8 2.8 2.4 2.0 1.7 1.4 1.3 1.4 1.6 1.9 2.2 2.7 2.8 2.6 2.1 1.8 1.6 1.4 3.8 3.4 2.7 2.4 2.0 1.6 1.5 1.9 2.3 2.6 3.2 3.7 3.7 3.0 2.5 2.2 1.8 1.5 1.7 2.1 2.5 2.8 3.5 3.8 3.4 2.7 2.4 2.0 1.6 7.0 5.5 3.9 3.1 2.4 1.9 1.8 2.2 2.9 3.6 5.0 6.8 6.5 4.6 3.4 2.8 2.1 1.8 1.9 2.5 3.2 4.1 5.9 7.0 5.5 3.9 3.1 2.4 1.9 10.2 7.6 5.0 3.6 2.5 1.9 1.9 2.3 3.2 4.5 6.8 9.7 9.2 6.2 4.2 3.0 2.2 1.8 2.0 2.7 3.8 5.4 8.3 10.2 7.7 5.0 3.6 2.5 1.9 PHOTOMETRIC PLAN78 C-CT-101.DWG C-CT-101 1" = 30'N/A GORDON J. MARRONE J. MARRONE P. LAZAREVICH GRAPHICAL SCALE: 1" = 30' 30 15 0 30 60 90 Gordon4501 Daly DriveChantilly, VA 20151Phone: 703-263-1900www.gordon.us.comPROGRAMMING AND PLANNINGCIVIL ENGINEERINGLANDSCAPE ARCHITECTURESURVEY AND MAPPINGSECURITY CONSULTINGREVISIONS NUMBER DATE DESCRIPTIONSEAL: NUMBER: NCS: CADD: JOB: PLAN: HORIZ: VERT: Gordon SCALE: DATE: SUR: DRW: DES: CHK: 95 3088-0104 (SP) #14-22 JANUARY 2022 MATCH LINE SEE SHEET 81 MATCH LINE SEE SHEET 79THIS SHEET FOR PHOTOMETRIC PURPOSES ONLY! PROPOSED PROPERTY LINE PER PENDING BLA PROPOSED PROPERTY LINE PER PENDING BLA GRID N O RT H VIRGINI A ST AT E N 7 1 0 2 9 2 9E 11583968N 7 1 0 2 3 2 1E 11583663N 7 1 0 2 1 3 0E 11584043N 7 1 0 2 7 3 8E 11584347EEEEEEEE DDDDDDD1.2 1.2 1.6 2.3 3.4 4.7 5.9 5.9 4.8 3.4 2.3 1.6 1.2 1.2 1.4 1.9 2.8 4.0 5.3 6.2 5.4 4.1 2.8 2.0 1.4 1.2 1.2 1.6 2.3 3.4 4.7 5.9 5.9 4.8 3.4 2.4 1.6 1.2 1.2 1.4 1.9 2.8 4.0 5.4 6.2 5.4 4.1 2.8 2.0 1.4 1.2 1.2 1.6 2.3 3.4 4.8 5.8 5.9 4.8 3.5 2.3 1.6 1.2 1.2 1.4 1.9 2.7 4.0 5.3 6.2 5.4 4.1 2.8 2.0 1.4 1.2 1.2 1.6 2.3 3.4 4.7 5.9 5.9 4.8 3.4 2.3 1.6 1.2 1.2 1.4 1.9 2.8 4.0 5.4 1.4 1.5 1.9 2.6 3.5 5.1 7.3 7.4 5.2 3.6 2.6 1.9 1.5 1.4 1.7 2.2 3.0 4.2 6.2 7.9 6.3 4.3 3.1 2.3 1.7 1.4 1.5 1.9 2.6 3.5 5.1 7.3 7.4 5.2 3.6 2.6 1.9 1.5 1.4 1.7 2.2 3.0 4.2 6.2 7.9 6.3 4.3 3.1 2.3 1.7 1.4 1.5 1.9 2.6 3.5 5.1 7.3 7.4 5.2 3.6 2.6 1.9 1.5 1.4 1.7 2.2 3.0 4.2 6.2 7.9 6.3 4.3 3.0 2.3 1.7 1.4 1.5 1.9 2.6 3.5 5.1 7.3 7.4 5.2 3.6 2.6 1.9 1.5 1.4 1.7 2.2 3.0 4.2 6.2 1.3 1.4 1.8 2.3 2.8 3.7 5.0 5.0 3.8 2.8 2.3 1.8 1.4 1.3 1.6 2.0 2.5 3.2 4.4 5.2 4.4 3.2 2.5 2.1 1.6 1.3 1.4 1.8 2.3 2.8 3.7 5.0 5.0 3.8 2.8 2.3 1.8 1.4 1.3 1.6 2.0 2.5 3.1 4.4 5.2 4.4 3.2 2.5 2.1 1.6 1.3 1.4 1.8 2.3 2.8 3.7 5.0 5.0 3.8 2.8 2.3 1.8 1.4 1.3 1.6 2.0 2.5 3.2 4.4 5.2 4.4 3.2 2.5 2.1 1.6 1.3 1.4 1.8 2.3 2.8 3.7 5.0 5.0 3.8 2.8 2.3 1.8 1.4 1.3 1.6 2.0 2.5 3.2 4.4 1.2 1.2 1.5 1.8 2.0 2.4 2.9 2.9 2.5 2.0 1.8 1.5 1.2 1.2 1.3 1.7 1.9 2.2 2.7 2.9 2.7 2.2 1.9 1.7 1.4 1.2 1.2 1.5 1.8 2.0 2.5 2.9 2.9 2.5 2.0 1.8 1.5 1.2 1.2 1.3 1.7 1.9 2.2 2.7 2.9 2.7 2.2 1.9 1.7 1.4 1.2 1.2 1.5 1.8 2.0 2.4 2.9 2.9 2.5 2.0 1.8 1.5 1.2 1.2 1.3 1.7 1.9 2.2 2.7 2.9 2.7 2.2 1.9 1.7 1.4 1.2 1.2 1.5 1.8 2.0 2.4 2.9 2.9 2.5 2.0 1.8 1.5 1.2 1.2 1.3 1.7 1.9 2.2 2.7 1.0 1.1 1.2 1.4 1.6 1.9 2.2 2.2 1.9 1.6 1.4 1.2 1.1 1.0 1.1 1.3 1.5 1.7 2.1 2.2 2.1 1.8 1.5 1.3 1.1 1.0 1.1 1.2 1.4 1.6 1.9 2.2 2.2 1.9 1.6 1.4 1.2 1.1 1.0 1.1 1.3 1.5 1.7 2.1 2.2 2.1 1.8 1.5 1.3 1.1 1.0 1.1 1.2 1.4 1.6 1.9 2.2 2.2 1.9 1.6 1.4 1.2 1.1 1.0 1.1 1.3 1.5 1.7 2.1 2.2 2.1 1.8 1.5 1.3 1.1 1.0 1.1 1.2 1.4 1.6 1.9 2.2 2.2 1.9 1.6 1.4 1.2 1.1 1.0 1.1 1.3 1.5 1.7 2.1 0.9 0.9 1.0 1.1 1.3 1.5 1.5 1.5 1.5 1.3 1.2 1.0 0.9 0.9 0.9 1.1 1.2 1.4 1.5 1.5 1.5 1.4 1.2 1.1 0.9 0.9 0.9 1.0 1.1 1.3 1.5 1.5 1.5 1.5 1.3 1.2 1.0 0.9 0.9 0.9 1.1 1.2 1.4 1.5 1.5 1.5 1.4 1.2 1.1 0.9 0.9 0.9 1.0 1.1 1.3 1.5 1.5 1.5 1.5 1.3 1.2 1.0 0.9 0.9 0.9 1.1 1.2 1.4 1.5 1.5 1.5 1.4 1.2 1.1 0.9 0.9 0.9 1.0 1.1 1.3 1.4 1.5 1.5 1.5 1.3 1.2 1.0 0.9 0.9 0.9 1.1 1.2 1.4 1.5 0.7 0.7 0.8 0.8 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.8 0.7 0.7 0.7 0.8 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.8 0.7 0.7 0.7 0.8 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.8 0.7 0.7 0.8 0.8 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.8 0.7 0.7 0.7 0.8 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.8 0.7 0.7 0.8 0.8 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.8 0.8 0.7 0.7 0.8 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.8 0.7 0.7 0.8 0.8 0.9 0.9 0.9 0.6 0.6 0.6 0.6 0.6 0.5 0.5 0.5 0.5 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.5 0.5 0.5 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.5 0.5 0.5 0.5 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.5 0.5 0.5 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.5 0.5 0.5 0.5 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.5 0.5 0.5 0.5 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.5 0.5 0.5 0.5 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.5 0.4 0.4 0.4 0.3 0.3 0.3 0.2 0.2 0.3 0.3 0.3 0.4 0.4 0.4 0.4 0.4 0.3 0.3 0.2 0.2 0.2 0.3 0.3 0.4 0.4 0.4 0.4 0.4 0.3 0.3 0.3 0.2 0.2 0.3 0.3 0.3 0.4 0.4 0.4 0.4 0.4 0.3 0.3 0.2 0.2 0.2 0.3 0.3 0.4 0.4 0.4 0.4 0.4 0.4 0.3 0.3 0.2 0.2 0.2 0.3 0.3 0.4 0.4 0.4 0.4 0.4 0.3 0.3 0.2 0.2 0.2 0.3 0.3 0.4 0.4 0.4 0.4 0.4 0.4 0.3 0.3 0.2 0.2 0.2 0.3 0.3 0.4 0.4 0.4 0.4 0.4 0.3 0.3 0.2 0.3 0.2 0.2 0.2 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.2 0.2 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.2 0.2 0.2 0.3 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.2 0.2 0.2 0.3 0.3 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.3 0.3 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.3 0.3 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.3 0.3 0.2 0.2 0.1 0.1 0.2 0.2 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.3 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.3 0.3 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.3 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.3 0.3 0.2 0.2 0.1 0.1 0.3 0.2 0.2 0.2 0.2 0.3 0.4 0.4 0.4 0.4 0.3 0.3 0.2 0.2 0.2 0.2 0.3 0.4 0.4 0.4 0.4 0.4 0.3 0.2 0.2 0.2 0.2 0.3 0.3 0.4 0.4 0.4 0.4 0.3 0.3 0.2 0.2 0.2 0.2 0.3 0.4 0.4 0.4 0.4 0.4 0.3 0.2 0.2 0.2 0.2 0.3 0.3 0.4 0.4 0.4 0.4 0.3 0.3 0.2 0.2 0.2 0.2 0.3 0.4 0.4 0.4 0.4 0.4 0.3 0.2 0.2 0.1 0.2 0.3 0.3 0.4 0.4 0.4 0.4 0.3 0.3 0.2 0.1 0.2 0.2 0.3 0.4 0.4 0.4 0.4 0.4 0.3 0.2 0.2 0.6 0.5 0.4 0.5 0.6 0.6 0.6 0.7 0.7 0.6 0.6 0.6 0.5 0.4 0.5 0.6 0.6 0.6 0.6 0.7 0.7 0.6 0.6 0.6 0.5 0.4 0.5 0.6 0.6 0.6 0.7 0.7 0.6 0.6 0.6 0.5 0.4 0.5 0.6 0.6 0.6 0.7 0.7 0.7 0.6 0.6 0.6 0.5 0.4 0.5 0.6 0.6 0.7 0.7 0.7 0.6 0.6 0.6 0.5 0.4 0.5 0.6 0.6 0.6 0.7 0.7 0.7 0.6 0.6 0.6 0.5 0.4 0.5 0.6 0.6 0.7 0.7 0.7 0.6 0.6 0.6 0.5 0.4 0.4 0.6 0.6 0.6 0.7 0.7 0.7 0.6 0.6 0.6 0.5 1.1 1.0 1.0 1.0 1.1 1.0 1.0 0.9 0.9 0.9 1.0 1.1 1.1 1.0 1.0 1.1 1.1 1.0 0.9 0.9 0.9 1.0 1.0 1.1 1.0 1.0 1.1 1.1 1.0 1.0 0.9 0.9 0.9 1.0 1.1 1.1 1.0 1.0 1.1 1.1 1.0 0.9 0.9 0.9 1.0 1.0 1.1 1.0 1.0 1.1 1.1 1.0 1.0 0.9 0.9 0.9 1.0 1.1 1.1 1.0 1.0 1.1 1.1 1.0 0.9 0.9 0.9 1.0 1.0 1.1 1.0 1.0 1.0 1.1 1.0 1.0 0.9 0.9 0.9 1.0 1.1 1.1 1.0 1.0 1.1 1.1 1.0 0.9 0.9 0.9 1.0 1.0 1.1 1.0 1.7 1.8 1.8 1.8 1.7 1.5 1.3 1.1 1.1 1.2 1.4 1.6 1.8 1.8 1.8 1.8 1.6 1.4 1.2 1.1 1.1 1.3 1.5 1.7 1.8 1.8 1.8 1.7 1.5 1.3 1.1 1.1 1.2 1.4 1.6 1.8 1.8 1.8 1.8 1.6 1.4 1.2 1.1 1.1 1.3 1.5 1.7 1.8 1.8 1.8 1.7 1.5 1.3 1.1 1.1 1.2 1.4 1.6 1.8 1.8 1.8 1.8 1.6 1.4 1.2 1.1 1.1 1.3 1.5 1.7 1.8 1.8 1.8 1.7 1.5 1.3 1.1 1.1 1.2 1.4 1.6 1.8 1.8 1.8 1.7 1.6 1.4 1.2 1.1 1.1 1.3 1.5 1.7 1.8 2.2 2.7 2.8 2.6 2.1 1.8 1.6 1.4 1.3 1.5 1.8 2.0 2.5 2.8 2.8 2.4 2.0 1.7 1.4 1.3 1.4 1.6 1.9 2.2 2.7 2.8 2.6 2.1 1.8 1.6 1.4 1.3 1.5 1.8 2.0 2.5 2.8 2.8 2.4 2.0 1.7 1.4 1.3 1.4 1.6 1.9 2.2 2.7 2.8 2.6 2.1 1.8 1.6 1.4 1.3 1.5 1.8 2.0 2.5 2.8 2.8 2.4 2.0 1.7 1.4 1.3 1.4 1.6 1.9 2.2 2.7 2.8 2.6 2.1 1.8 1.6 1.4 1.3 1.5 1.8 2.0 2.5 2.8 2.8 2.4 2.0 1.7 1.4 1.3 1.4 1.6 1.9 2.2 2.7 2.8 3.5 3.8 3.4 2.7 2.4 2.0 1.6 1.5 1.9 2.3 2.6 3.2 3.7 3.7 3.0 2.5 2.2 1.8 1.5 1.7 2.1 2.5 2.8 3.5 3.8 3.4 2.7 2.4 2.0 1.6 1.5 1.9 2.3 2.6 3.2 3.7 3.7 3.0 2.5 2.2 1.8 1.5 1.7 2.1 2.5 2.8 3.5 3.8 3.4 2.7 2.4 2.0 1.6 1.5 1.9 2.3 2.6 3.2 3.7 3.7 3.0 2.5 2.2 1.8 1.5 1.7 2.1 2.5 2.8 3.5 3.8 3.4 2.7 2.4 2.0 1.6 1.5 1.9 2.3 2.6 3.2 3.7 3.7 3.0 2.5 2.2 1.8 1.5 1.7 2.1 2.5 2.8 3.5 4.1 5.9 7.0 5.5 3.9 3.1 2.4 1.9 1.8 2.2 2.9 3.6 5.0 6.8 6.5 4.6 3.4 2.8 2.1 1.8 1.9 2.5 3.2 4.1 5.9 7.0 5.5 3.9 3.1 2.4 1.9 1.8 2.2 2.9 3.6 5.0 6.8 6.5 4.6 3.4 2.8 2.1 1.8 1.9 2.5 3.2 4.1 5.9 7.0 5.5 3.9 3.1 2.4 1.9 1.8 2.2 2.9 3.6 5.0 6.8 6.5 4.6 3.4 2.8 2.1 1.8 1.9 2.5 3.2 4.1 5.9 7.0 5.5 3.9 3.1 2.4 1.9 1.8 2.2 2.9 3.6 5.0 6.8 6.5 4.6 3.4 2.8 2.1 1.8 1.9 2.5 3.2 4.1 5.9 5.4 8.3 10.2 7.7 5.0 3.6 2.5 1.9 1.9 2.3 3.2 4.5 6.8 9.7 9.2 6.2 4.2 3.0 2.2 1.8 2.0 2.7 3.8 5.4 8.3 10.2 7.7 5.0 3.6 2.5 1.9 1.9 2.3 3.2 4.5 6.8 9.7 9.2 6.2 4.2 3.0 2.2 1.8 2.0 2.7 3.8 5.4 8.3 10.2 7.7 5.0 3.6 2.5 1.9 1.9 2.3 3.2 4.5 6.8 9.7 9.2 6.2 4.2 3.0 2.2 1.8 2.0 2.7 3.8 5.4 8.3 10.2 7.7 5.0 3.6 2.5 1.9 1.9 2.3 3.2 4.5 6.8 9.7 9.2 6.2 4.2 3.0 2.2 1.8 2.0 2.7 3.8 5.4 8.3 PHOTOMETRIC PLAN79 C-CT-101.DWG C-CT-101 1" = 30'N/A GORDON J. MARRONE J. MARRONE P. LAZAREVICH GRAPHICAL SCALE: 1" = 30' 30 15 0 30 60 90 Gordon4501 Daly DriveChantilly, VA 20151Phone: 703-263-1900www.gordon.us.comPROGRAMMING AND PLANNINGCIVIL ENGINEERINGLANDSCAPE ARCHITECTURESURVEY AND MAPPINGSECURITY CONSULTINGREVISIONS NUMBER DATE DESCRIPTIONSEAL: NUMBER: NCS: CADD: JOB: PLAN: HORIZ: VERT: Gordon SCALE: DATE: SUR: DRW: DES: CHK: 95 3088-0104 (SP) #14-22 JANUARY 2022 MATCH LINE SEE SHEET 82 MATCH LINE SEE SHEET 80MATCH LINE SEE SHEET 78THIS SHEET FOR PHOTOMETRIC PURPOSES ONLY! PROPOSED PROPERTY LINE PER PENDING BLA GRID NO RT H VIRGINI A ST AT EN 7 1 0 3 6 9 3E 11584351N 7 1 0 3 0 8 5E 11584046N 7 1 0 2 8 9 5E 11584426N 7 1 0 3 5 2 5E 11584692C C D D D D EEEEEE DDDD 3.0 3.3 2.7 2.1 1.9 1.8 1.8 2.0 2.3 2.7 3.1 3.5 4.1 3.9 3.4 2.9 2.3 1.8 1.2 0.7 2.0 2.8 2.5 2.2 1.9 1.7 1.7 1.7 1.7 1.8 1.9 2.1 2.4 2.3 2.0 1.8 1.5 1.2 0.9 0.6 1.3 2.6 2.4 2.1 1.8 1.6 1.5 1.3 1.2 1.1 1.1 1.2 1.2 1.2 1.1 1.0 0.9 0.7 0.6 0.4 0.8 2.7 2.4 2.1 1.8 1.5 1.3 1.0 0.8 0.6 0.5 0.6 0.6 0.6 0.5 0.5 0.4 0.4 0.3 0.3 0.1 3.0 2.5 2.0 1.7 1.4 1.1 0.8 0.5 0.4 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.2 4.1 3.8 2.8 2.1 1.7 1.4 1.0 0.6 0.4 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 6.2 5.3 3.5 2.4 1.9 1.4 0.9 0.5 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 7.6 7.0 4.2 2.7 2.1 1.3 0.9 0.5 0.3 0.3 0.2 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.2 7.1 6.3 3.9 2.6 2.1 1.4 1.0 0.7 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.4 0.4 0.4 0.3 0.3 5.5 4.5 3.1 2.3 1.9 1.5 1.2 1.0 0.9 0.9 1.0 1.0 1.1 1.1 1.0 0.9 0.8 0.7 0.6 0.4 0.5 3.4 2.7 2.1 1.8 1.6 1.5 1.4 1.5 1.6 1.8 1.9 2.2 2.2 1.9 1.7 1.5 1.2 0.9 0.6 0.7 2.9 2.6 2.1 1.9 1.7 1.7 1.9 2.1 2.5 2.8 3.2 3.7 3.8 3.3 2.8 2.4 1.8 1.3 0.8 1.1 2.7 2.5 2.2 1.9 1.8 1.9 2.3 2.8 3.3 3.9 4.8 6.0 6.1 4.9 4.0 3.2 2.4 1.7 1.0 1.8 2.8 2.6 2.2 1.9 1.9 2.1 2.6 3.3 4.1 5.0 6.5 8.9 9.2 6.7 5.1 4.0 3.0 2.0 1.1 2.5 3.2 2.7 2.2 1.9 1.9 2.1 2.7 3.8 5.0 6.6 9.6 14.4 15.010.16.9 5.0 3.6 2.2 1.2 3.9 4.0 3.1 2.3 2.0 2.0 2.2 3.0 4.3 6.2 9.2 14.4 20.421.1 15.1 9.7 6.5 4.3 2.5 1.4 5.5 5.6 4.0 2.7 2.3 2.0 2.2 2.9 4.3 6.9 10.8 17.4 23.123.618.211.6 7.2 4.4 2.6 1.4 6.7 7.5 4.9 2.9 2.4 2.0 2.1 2.7 3.9 5.6 7.8 11.917.818.612.58.2 5.8 4.0 2.4 1.3 6.3 6.8 4.5 2.8 2.3 1.9 2.0 2.5 3.4 4.4 5.8 8.0 11.7 12.28.4 6.0 4.5 3.4 2.1 1.2 5.0 4.8 3.5 2.5 2.1 1.9 2.0 2.3 3.0 3.6 4.5 5.7 7.4 7.6 5.8 4.6 3.6 2.8 1.9 1.1 3.7 3.7 3.0 2.3 2.0 1.9 1.9 2.1 2.5 2.9 3.5 4.1 5.0 5.1 4.2 3.5 2.8 2.2 1.5 0.9 2.9 3.2 2.9 2.5 2.1 1.9 1.8 1.8 1.9 2.1 2.4 2.6 2.9 3.0 2.6 2.3 2.0 1.6 1.1 0.7 2.8 3.1 2.9 2.5 2.1 1.9 1.7 1.5 1.4 1.4 1.4 1.5 1.7 1.7 1.5 1.3 1.2 1.0 0.8 0.5 3.1 3.3 2.9 2.4 2.0 1.7 1.4 1.2 0.9 0.8 0.7 0.8 0.8 0.8 0.7 0.7 0.6 0.5 0.5 0.3 3.9 3.7 2.9 2.3 1.9 1.6 1.2 0.9 0.6 0.4 0.4 0.4 0.4 0.4 0.3 0.3 0.3 0.3 0.3 0.2 5.3 4.8 3.4 2.4 2.0 1.5 1.1 0.7 0.4 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 6.8 6.7 4.3 2.7 2.1 1.4 0.9 0.5 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 7.1 7.1 4.5 2.7 2.2 1.4 1.0 0.5 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 5.8 5.3 3.7 2.5 2.1 1.5 1.1 0.7 0.5 0.3 0.3 0.3 0.4 0.3 0.3 0.2 0.2 0.2 0.2 0.2 4.2 3.9 3.0 2.3 1.9 1.6 1.3 1.0 0.8 0.6 0.6 0.6 0.7 0.7 0.6 0.5 0.5 0.5 0.4 0.3 3.3 3.3 2.8 2.3 2.0 1.7 1.5 1.4 1.2 1.2 1.2 1.3 1.5 1.5 1.3 1.1 1.0 0.8 0.7 0.5 2.9 3.1 2.8 2.4 2.1 1.9 1.8 1.7 1.8 2.0 2.1 2.3 2.6 2.6 2.3 2.0 1.7 1.4 1.0 0.6 3.0 3.1 2.8 2.3 2.0 1.9 1.9 2.1 2.4 2.8 3.3 3.8 4.5 4.5 3.7 3.2 2.6 2.0 1.3 0.8 3.6 3.3 2.7 2.2 2.0 1.8 2.0 2.4 3.0 3.6 4.3 5.5 7.0 6.8 5.3 4.2 3.4 2.5 1.7 0.9 4.7 3.9 2.9 2.2 2.0 1.8 2.0 2.6 3.5 4.4 5.6 7.7 10.910.5 7.3 5.4 4.2 3.1 1.9 1.0 6.6 5.4 3.5 2.4 2.1 1.8 2.0 2.7 4.0 5.5 7.7 11.5 17.216.410.9 7.3 5.2 3.6 2.2 1.2 8.0 6.6 3.9 2.6 2.2 1.8 2.2 2.9 4.6 7.0 11.017.3 22.922.316.410.26.6 4.2 2.4 1.3 6.6 5.4 3.5 2.5 2.1 1.7 2.1 2.9 4.6 6.9 10.616.6 22.421.8 15.7 9.9 6.5 4.2 2.4 1.3 4.5 3.8 2.7 2.0 1.8 1.7 1.9 2.6 3.9 5.3 7.4 11.016.5 15.7 10.4 7.0 5.1 3.5 2.1 1.1 2.3 1.6 1.2 1.2 1.4 1.9 2.8 4.0 5.4 6.2 5.4 4.1 2.8 1.9 1.4 1.2 1.2 1.6 2.3 3.4 4.7 5.9 5.9 4.8 3.4 2.3 1.6 1.2 1.2 1.4 1.9 2.8 4.0 5.4 6.2 5.4 4.1 2.8 1.9 1.4 1.2 1.2 1.6 2.3 3.3 4.6 5.7 5.7 4.7 3.3 5.1 4.0 3.0 2.2 1.8 1.7 1.9 2.4 3.3 4.2 5.5 7.3 10.39.9 7.0 5.2 4.1 3.0 1.9 1.0 2.6 1.9 1.5 1.4 1.7 2.2 3.0 4.2 6.2 7.9 6.3 4.3 3.1 2.3 1.7 1.4 1.5 1.9 2.6 3.5 5.1 7.3 7.4 5.2 3.6 2.6 1.9 1.5 1.4 1.7 2.2 3.0 4.2 6.2 7.9 6.3 4.3 3.1 2.3 1.7 1.4 1.5 1.9 2.6 3.5 5.1 7.3 7.4 5.2 3.5 4.5 3.7 2.8 2.1 1.6 1.5 1.7 2.1 2.8 3.5 4.2 5.3 6.7 6.5 5.1 4.1 3.3 2.5 1.6 0.9 2.3 1.8 1.4 1.3 1.6 2.0 2.5 3.2 4.4 5.2 4.4 3.2 2.5 2.1 1.6 1.3 1.4 1.8 2.3 2.8 3.7 5.0 5.0 3.8 2.8 2.3 1.8 1.4 1.3 1.6 2.0 2.5 3.1 4.4 5.2 4.4 3.2 2.5 2.1 1.6 1.3 1.4 1.8 2.3 2.8 3.7 5.0 5.0 3.8 2.8 3.5 2.9 2.2 1.7 1.3 1.3 1.4 1.7 2.2 2.6 3.1 3.6 4.3 4.2 3.6 3.0 2.5 1.9 1.3 0.8 1.8 1.5 1.2 1.2 1.3 1.7 1.9 2.2 2.7 2.9 2.7 2.2 1.9 1.7 1.4 1.2 1.2 1.5 1.8 2.0 2.4 2.9 2.9 2.5 2.0 1.8 1.5 1.2 1.2 1.3 1.7 1.9 2.2 2.7 2.9 2.7 2.2 1.9 1.7 1.4 1.2 1.2 1.5 1.8 2.0 2.5 2.9 2.9 2.5 2.0 2.5 2.2 1.7 1.2 1.0 0.9 1.1 1.3 1.5 1.8 2.0 2.2 2.5 2.4 2.1 1.9 1.6 1.3 0.9 0.6 1.4 1.2 1.1 1.0 1.1 1.3 1.5 1.7 2.1 2.2 2.1 1.8 1.5 1.3 1.1 1.0 1.1 1.2 1.4 1.6 1.9 2.2 2.2 1.9 1.6 1.4 1.2 1.1 1.0 1.1 1.3 1.5 1.7 2.1 2.2 2.1 1.8 1.5 1.3 1.1 1.0 1.1 1.2 1.4 1.6 1.9 2.2 2.2 1.9 1.6 1.8 1.6 1.2 0.9 0.7 0.6 0.7 0.8 0.9 1.0 1.1 1.2 1.3 1.3 1.2 1.0 0.9 0.8 0.6 0.4 1.2 1.0 0.9 0.9 0.9 1.1 1.2 1.4 1.5 1.5 1.5 1.4 1.2 1.1 0.9 0.9 0.9 1.0 1.1 1.3 1.4 1.5 1.5 1.5 1.3 1.2 1.0 0.9 0.9 0.9 1.1 1.2 1.4 1.5 1.5 1.5 1.4 1.2 1.1 0.9 0.9 0.9 1.0 1.1 1.3 1.5 1.5 1.5 1.5 1.3 1.4 1.1 0.8 0.6 0.4 0.4 0.4 0.5 0.5 0.5 0.5 0.6 0.6 0.6 0.5 0.5 0.4 0.4 0.4 0.3 0.9 0.8 0.7 0.7 0.8 0.8 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.8 0.8 0.7 0.7 0.8 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.8 0.7 0.7 0.8 0.8 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.8 0.8 0.7 0.7 0.8 0.9 0.9 0.9 0.9 0.9 0.9 1.0 0.9 0.8 0.6 0.4 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.5 0.5 0.5 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.5 0.5 0.5 0.5 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.5 0.5 0.5 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.5 0.5 0.5 0.5 0.6 0.6 0.5 0.4 0.3 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.3 0.4 0.4 0.4 0.4 0.4 0.3 0.3 0.2 0.2 0.2 0.3 0.3 0.4 0.4 0.4 0.4 0.4 0.3 0.3 0.2 0.2 0.2 0.2 0.3 0.4 0.4 0.4 0.4 0.4 0.4 0.3 0.3 0.2 0.2 0.2 0.3 0.3 0.4 0.4 0.4 0.4 0.4 0.3 0.3 0.2 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.3 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.3 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.3 0.3 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.3 0.3 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.3 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.3 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.3 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.3 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.3 0.4 0.4 0.4 0.4 0.4 0.3 0.2 0.2 0.1 0.2 0.2 0.3 0.4 0.4 0.4 0.4 0.4 0.3 0.2 0.1 0.2 0.2 0.3 0.4 0.4 0.4 0.4 0.4 0.3 0.2 0.2 0.1 0.2 0.2 0.3 0.4 0.4 0.4 0.4 0.4 0.3 0.2 0.2 0.2 0.2 0.3 0.3 0.4 0.4 0.4 0.4 0.3 0.2 0.2 0.1 0.2 0.2 0.3 0.4 0.4 0.4 0.4 0.3 0.2 0.2 0.1 0.1 0.2 0.2 0.6 0.6 0.7 0.7 0.7 0.6 0.6 0.6 0.5 0.4 0.5 0.6 0.6 0.7 0.7 0.7 0.7 0.6 0.6 0.5 0.4 0.4 0.5 0.6 0.6 0.7 0.7 0.7 0.7 0.6 0.6 0.5 0.4 0.5 0.6 0.6 0.6 0.7 0.7 0.7 0.6 0.6 0.5 0.4 0.5 0.5 0.6 0.6 0.6 0.7 0.7 0.6 0.6 0.6 0.5 0.4 0.5 0.6 0.6 0.6 0.7 0.6 0.6 0.6 0.6 0.5 0.4 0.4 0.5 0.6 1.1 1.0 0.9 0.9 0.9 1.0 1.0 1.1 1.0 1.0 1.0 1.1 1.0 1.0 0.9 0.9 0.9 1.0 1.1 1.1 1.0 1.0 1.1 1.1 1.0 0.9 0.9 0.9 1.0 1.0 1.1 1.0 1.0 1.0 1.1 1.0 1.0 0.9 0.9 0.9 1.0 1.1 1.1 1.0 1.0 1.1 1.1 1.0 0.9 0.9 0.9 1.0 1.0 1.1 1.0 1.0 1.1 1.1 1.0 0.9 0.9 0.9 0.9 1.0 1.1 1.1 1.0 1.0 1.0 1.0 1.6 1.4 1.2 1.1 1.1 1.3 1.5 1.7 1.8 1.8 1.8 1.7 1.5 1.3 1.1 1.1 1.2 1.4 1.6 1.8 1.8 1.8 1.7 1.6 1.4 1.2 1.1 1.1 1.3 1.5 1.7 1.8 1.8 1.8 1.7 1.5 1.3 1.1 1.1 1.2 1.4 1.6 1.8 1.8 1.8 1.8 1.6 1.4 1.2 1.1 1.1 1.3 1.5 1.7 1.8 1.8 1.8 1.7 1.5 1.3 1.1 1.1 1.2 1.4 1.6 1.8 1.8 1.8 1.7 1.5 2.0 1.7 1.4 1.3 1.4 1.6 1.9 2.2 2.7 2.8 2.6 2.1 1.8 1.6 1.4 1.3 1.5 1.8 2.0 2.5 2.8 2.8 2.4 2.0 1.7 1.4 1.3 1.4 1.6 1.9 2.2 2.7 2.8 2.6 2.1 1.8 1.6 1.4 1.3 1.5 1.8 2.0 2.5 2.8 2.8 2.4 2.0 1.7 1.4 1.3 1.4 1.6 1.9 2.2 2.7 2.8 2.6 2.1 1.8 1.6 1.4 1.3 1.5 1.8 2.0 2.4 2.8 2.8 2.4 1.9 2.5 2.2 1.8 1.5 1.7 2.1 2.5 2.8 3.5 3.8 3.4 2.7 2.4 2.0 1.6 1.5 1.9 2.3 2.6 3.2 3.7 3.7 3.0 2.5 2.2 1.8 1.5 1.7 2.1 2.5 2.8 3.5 3.8 3.4 2.7 2.4 2.0 1.6 1.5 1.9 2.3 2.6 3.2 3.7 3.7 3.0 2.5 2.2 1.8 1.5 1.7 2.1 2.5 2.8 3.5 3.8 3.4 2.7 2.4 2.0 1.6 1.5 1.9 2.3 2.6 3.1 3.7 3.7 3.0 2.5 3.4 2.8 2.1 1.8 1.9 2.5 3.2 4.1 5.9 7.0 5.5 3.9 3.1 2.4 1.9 1.8 2.2 2.9 3.6 5.0 6.8 6.5 4.6 3.4 2.8 2.1 1.8 1.9 2.5 3.2 4.1 5.9 7.0 5.5 3.9 3.1 2.4 1.9 1.8 2.2 2.9 3.6 5.0 6.8 6.5 4.6 3.4 2.8 2.1 1.8 1.9 2.5 3.2 4.1 5.9 7.0 5.5 3.9 3.1 2.4 1.9 1.8 2.2 2.9 3.6 4.9 6.8 6.5 4.6 3.4 4.2 3.0 2.2 1.8 2.0 2.7 3.8 5.4 8.3 10.2 7.7 5.0 3.6 2.5 1.9 1.9 2.3 3.2 4.5 6.8 9.7 9.2 6.2 4.2 3.0 2.2 1.8 2.0 2.7 3.8 5.4 8.3 10.2 7.7 5.0 3.6 2.5 1.9 1.9 2.3 3.2 4.5 6.7 9.7 9.2 6.2 4.2 3.0 2.2 1.8 2.0 2.7 3.8 5.4 8.3 10.2 7.6 5.0 3.6 2.5 1.9 1.9 2.3 3.2 4.5 6.7 9.7 9.2 6.2 4.1 PHOTOMETRIC PLAN80 C-CT-101.DWG C-CT-101 1" = 30'N/A GORDON J. MARRONE J. MARRONE P. LAZAREVICH GRAPHICAL SCALE: 1" = 30' 30 15 0 30 60 90 Gordon4501 Daly DriveChantilly, VA 20151Phone: 703-263-1900www.gordon.us.comPROGRAMMING AND PLANNINGCIVIL ENGINEERINGLANDSCAPE ARCHITECTURESURVEY AND MAPPINGSECURITY CONSULTINGREVISIONS NUMBER DATE DESCRIPTIONSEAL: NUMBER: NCS: CADD: JOB: PLAN: HORIZ: VERT: Gordon SCALE: DATE: SUR: DRW: DES: CHK: 95 3088-0104 (SP) #14-22 JANUARY 2022 MATCH LINE SEE SHEET 83MATCH LINE SEE SHEET 79THIS SHEET FOR PHOTOMETRIC PURPOSES ONLY! TAX MAP NO. 64-A-79 DB. 659 PG. 175 DB. 800 PG. 1693 INSTR. #070015617 ZONED: RA COVERSTONE DRIVEVARIABLE WIDTH PUBLIC RIGHT-OF-WAYEXPOND 2 GRID NO RT H VIRGINI A ST AT E N 7 1 0 1 8 9 6E 11584121N 7 1 0 1 2 8 8E 11583816N 7 1 0 1 0 1 4E 11584191N 7 1 0 1 6 8 9E 11584542C C C C D D D D E E E DDD 0.2 0.4 0.7 1.3 2.1 3.2 4.5 5.7 5.7 4.5 3.3 2.2 1.6 1.3 1.4 1.9 2.7 3.9 5.1 0.0 5.1 3.9 2.7 1.9 1.4 1.3 1.6 2.2 3.3 4.5 5.7 0.3 0.6 1.1 1.8 2.9 4.3 6.5 9.4 9.4 6.5 4.4 3.1 2.2 1.8 2.0 2.6 3.7 5.2 7.9 10.38.0 5.2 3.7 2.6 2.0 1.8 2.2 3.1 4.4 6.5 9.4 0.3 0.5 1.0 1.8 2.7 3.4 4.8 6.7 6.7 4.8 3.5 2.9 2.1 1.8 1.9 2.5 3.2 4.0 5.7 7.0 5.7 4.0 3.2 2.5 1.9 1.8 2.1 2.9 3.5 4.8 6.7 0.2 0.4 0.9 1.5 2.2 2.5 3.1 3.7 3.7 3.1 2.6 2.3 1.8 1.5 1.6 2.1 2.4 2.7 3.4 3.8 3.4 2.7 2.4 2.1 1.6 1.5 1.8 2.3 2.6 3.1 3.7 0.1 0.4 0.8 1.2 1.7 2.0 2.4 2.8 2.8 2.4 2.0 1.8 1.5 1.3 1.4 1.6 1.9 2.2 2.6 2.8 2.6 2.2 1.9 1.6 1.4 1.3 1.5 1.8 2.0 2.4 2.8 0.2 0.3 0.6 1.0 1.3 1.6 1.8 1.8 1.8 1.8 1.6 1.4 1.2 1.1 1.1 1.3 1.5 1.7 1.8 1.8 1.8 1.7 1.5 1.3 1.1 1.1 1.2 1.4 1.6 1.8 1.8 0.2 0.3 0.5 0.7 0.9 1.0 1.0 1.0 1.0 1.1 1.1 1.0 0.9 0.9 0.9 1.0 1.0 1.1 1.0 1.0 1.0 1.1 1.0 1.0 0.9 0.9 0.9 1.0 1.1 1.1 1.0 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.2 0.3 0.4 0.5 0.6 0.6 0.5 0.4 0.4 0.5 0.6 0.6 0.7 0.7 0.7 0.6 0.6 0.6 0.5 0.4 0.5 0.6 0.6 0.6 0.7 0.7 0.6 0.6 0.6 0.5 0.4 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.4 0.4 0.5 0.5 0.6 0.6 0.7 0.7 0.6 0.5 0.5 0.5 0.4 0.3 0.2 0.2 0.1 0.1 0.2 0.2 0.3 0.3 0.2 0.2 0.1 0.1 0.2 0.3 0.4 0.4 0.4 0.4 0.4 0.3 0.2 0.2 0.1 0.2 0.2 0.3 0.4 0.4 0.4 0.4 0.3 0.3 0.2 0.1 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.4 0.6 0.8 1.0 1.1 1.2 1.4 1.5 1.5 1.3 1.1 1.0 0.8 0.6 0.4 0.3 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.3 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.1 0.1 0.1 0.1 0.2 0.3 0.5 0.8 1.2 1.6 2.0 2.2 2.5 2.7 2.6 2.3 2.0 1.7 1.3 0.9 0.6 0.4 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.2 0.2 0.2 0.3 0.3 0.4 0.7 1.1 1.6 2.3 2.9 3.5 4.2 4.6 4.4 3.7 3.1 2.5 1.8 1.2 0.7 0.4 0.3 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.1 0.1 0.1 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.1 0.1 0.2 0.3 0.4 0.4 0.5 0.5 0.6 0.6 0.6 0.6 0.5 0.5 0.5 0.5 0.5 0.8 1.3 2.1 2.9 3.8 4.7 6.0 7.0 6.5 5.1 4.0 3.2 2.4 1.5 0.9 0.5 0.4 0.4 0.4 0.4 0.4 0.4 0.3 0.3 0.4 0.4 0.4 0.5 0.5 0.5 0.5 0.5 0.4 0.4 0.3 0.3 0.3 0.4 0.4 0.5 0.5 0.5 0.5 0.5 0.5 0.4 0.4 0.3 0.3 0.3 0.5 0.7 0.8 1.0 1.1 1.2 1.4 1.4 1.2 1.1 1.0 0.9 0.8 0.7 0.9 1.5 2.5 3.6 4.7 6.3 8.7 12.19.8 6.9 5.1 4.0 2.8 1.8 0.9 0.5 0.4 0.5 0.6 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.6 0.6 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.6 0.6 0.7 0.7 0.7 0.7 0.7 0.7 0.4 0.7 1.0 1.4 1.7 2.0 2.3 2.5 2.5 2.2 2.0 1.7 1.4 1.1 0.9 1.1 1.7 2.8 4.4 6.1 8.8 13.218.8 15.1 10.16.7 4.9 3.3 2.0 1.0 0.6 0.5 0.6 0.8 1.0 1.1 1.2 1.1 1.1 1.2 1.1 1.0 0.9 0.8 0.8 0.8 1.0 1.1 1.1 1.2 1.1 1.2 1.1 1.1 1.0 0.8 0.8 0.8 0.9 1.0 1.1 1.2 1.2 1.1 0.4 0.8 1.4 2.0 2.6 3.2 3.7 4.4 4.4 3.7 3.1 2.6 2.0 1.5 1.2 1.2 1.9 3.1 5.3 7.9 12.919.3 24.021.014.99.1 6.2 3.9 2.3 1.1 0.6 0.6 0.8 1.0 1.2 1.5 1.7 1.9 1.9 1.7 1.5 1.3 1.1 1.0 0.9 1.0 1.2 1.4 1.6 1.8 1.9 1.8 1.6 1.4 1.2 1.0 0.9 1.0 1.1 1.3 1.5 1.7 1.9 1.9 0.5 1.0 1.7 2.6 3.4 4.2 5.3 6.8 6.8 5.3 4.2 3.4 2.6 1.9 1.3 1.2 1.9 3.1 5.0 7.4 11.717.7 22.919.613.68.7 6.1 4.0 2.4 1.1 0.7 0.7 0.9 1.3 1.5 1.7 2.1 2.4 2.5 2.1 1.8 1.6 1.4 1.1 1.1 1.2 1.5 1.7 1.9 2.3 2.5 2.3 1.9 1.7 1.5 1.2 1.1 1.1 1.4 1.6 1.8 2.1 2.4 2.5 0.5 1.1 2.0 3.2 4.2 5.5 7.4 10.510.4 7.3 5.4 4.2 3.1 2.1 1.4 1.2 1.7 2.7 4.2 5.7 8.2 12.1 17.1 14.09.6 6.8 5.3 3.8 2.5 1.1 0.7 0.7 1.0 1.5 2.0 2.3 3.0 3.8 3.8 3.0 2.4 2.1 1.7 1.3 1.3 1.5 1.9 2.2 2.6 3.4 3.9 3.5 2.7 2.2 1.9 1.5 1.3 1.3 1.6 2.0 2.4 3.0 3.8 3.8 0.6 1.2 2.2 3.7 5.3 7.4 11.1 16.716.511.0 7.3 5.3 3.7 2.3 1.5 1.2 1.5 2.4 3.5 4.5 5.9 8.1 11.09.3 7.1 5.8 4.9 3.9 2.8 1.0 0.7 0.8 1.1 1.7 2.4 3.1 4.5 6.3 6.3 4.5 3.2 2.5 1.9 1.5 1.4 1.6 2.2 2.8 3.7 5.4 6.7 5.5 3.8 2.8 2.2 1.7 1.4 1.5 1.9 2.5 3.2 4.5 6.3 6.4 0.6 1.4 2.5 4.4 6.8 10.516.7 22.522.416.510.46.7 4.3 2.6 1.6 1.2 1.5 2.1 2.8 3.6 4.6 5.9 7.0 6.8 5.8 5.2 4.7 4.1 3.3 1.0 0.7 0.8 1.1 1.6 2.5 3.6 5.4 7.3 7.3 5.5 3.8 2.6 1.9 1.4 1.4 1.6 2.2 3.1 4.4 6.4 7.8 6.5 4.5 3.1 2.2 1.6 1.4 1.4 1.8 2.6 3.7 5.4 7.3 7.3 0.6 1.4 2.5 4.4 6.8 10.416.5 22.422.216.310.36.7 4.3 2.6 1.6 1.1 1.2 1.7 2.2 2.7 3.3 4.1 4.7 4.9 4.6 4.4 4.4 4.3 4.0 0.6 1.2 2.2 3.7 5.3 7.3 11.016.516.310.8 7.3 5.2 3.7 2.3 1.4 1.0 1.0 1.2 1.5 1.8 2.1 2.6 3.0 3.4 3.6 3.7 4.1 4.8 5.0 0.5 1.1 2.0 3.1 4.2 5.4 7.3 10.410.3 7.3 5.4 4.2 3.1 2.1 1.3 0.8 0.7 0.8 0.9 1.0 1.2 1.5 2.0 2.4 2.9 3.3 4.4 6.0 6.6 0.5 1.0 1.7 2.6 3.4 4.2 5.3 6.7 6.7 5.2 4.2 3.4 2.6 1.8 1.2 0.7 0.6 0.5 0.5 0.6 0.6 0.9 1.3 1.8 2.5 3.1 4.6 7.5 7.9 0.4 0.8 1.4 2.0 2.6 3.1 3.7 4.3 4.4 3.7 3.1 2.6 2.0 1.5 1.0 0.7 0.5 0.4 0.4 0.4 0.5 0.7 1.1 1.6 2.2 2.8 4.2 6.4 7.0 0.4 0.7 1.0 1.4 1.7 2.0 2.3 2.6 2.6 2.3 2.1 1.9 1.5 1.2 0.9 0.7 0.5 0.4 0.4 0.4 0.5 0.8 1.2 1.6 2.1 2.4 3.4 4.6 5.2 0.3 0.5 0.7 0.8 1.0 1.1 1.3 1.6 1.6 1.5 1.5 1.4 1.2 1.1 1.0 0.8 0.7 0.6 0.6 0.6 0.7 1.0 1.3 1.7 2.0 2.4 3.0 3.7 3.8 0.2 0.3 0.4 0.4 0.5 0.6 0.7 0.9 1.1 1.2 1.3 1.3 1.4 1.5 1.5 1.4 1.2 1.1 1.0 0.9 1.0 1.2 1.5 1.8 2.1 2.6 3.1 3.4 3.2 0.1 0.2 0.2 0.2 0.3 0.3 0.4 0.7 1.0 1.2 1.5 1.8 2.1 2.3 2.4 2.3 2.0 1.8 1.6 1.4 1.3 1.4 1.5 1.8 2.2 2.7 3.1 3.4 3.0 0.1 0.1 0.1 0.1 0.1 0.2 0.4 0.7 1.1 1.6 2.1 2.7 3.1 3.6 4.0 3.8 3.3 2.8 2.3 1.9 1.6 1.5 1.6 1.8 2.1 2.6 3.2 3.7 3.4 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.7 1.2 2.0 2.7 3.5 4.3 5.4 6.3 5.9 4.7 3.8 3.1 2.3 1.8 1.5 1.5 1.8 2.1 2.5 3.5 4.5 3.9 0.0 0.0 0.1 0.1 0.1 0.2 0.3 0.7 1.3 2.3 3.4 4.4 5.7 7.6 10.38.6 6.2 4.8 3.8 2.8 1.9 1.5 1.4 1.8 2.3 2.9 4.4 6.2 5.2 0.0 0.0 0.1 0.1 0.1 0.2 0.3 0.7 1.5 2.6 4.1 5.6 7.9 11.616.813.49.0 6.2 4.6 3.2 2.0 1.5 1.4 1.8 2.4 3.1 5.4 7.9 6.3 0.0 0.0 0.1 0.1 0.1 0.2 0.4 0.8 1.7 3.0 5.0 7.3 11.517.4 22.619.313.48.4 5.8 3.6 2.3 1.6 1.5 1.8 2.3 3.0 4.8 6.8 5.7 0.0 0.0 0.0 0.1 0.1 0.2 0.4 0.8 1.7 3.1 5.3 7.9 13.019.4 24.021.215.29.2 6.1 3.8 2.5 1.7 1.6 1.8 2.1 2.6 3.7 4.9 4.6 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.8 1.6 2.7 4.4 6.1 8.9 13.419.015.310.36.8 5.0 3.5 2.3 1.8 1.6 1.8 2.1 2.5 3.2 3.8 3.5 0.0 0.0 0.0 0.1 0.1 0.1 0.3 0.7 1.4 2.4 3.6 4.8 6.3 8.8 12.410.0 7.1 5.2 4.1 3.1 2.2 1.8 1.7 1.9 2.2 2.6 3.1 3.4 2.8 0.0 0.0 0.0 0.1 0.1 0.1 0.3 0.6 1.2 2.1 3.0 3.8 4.7 6.1 7.1 6.6 5.1 4.1 3.3 2.6 2.0 1.7 1.7 1.9 2.2 2.7 3.1 3.3 2.7 0.0 0.0 0.1 0.1 0.1 0.3 0.6 1.0 1.6 2.3 2.9 3.5 4.2 4.7 4.5 3.8 3.2 2.6 2.1 1.7 1.5 1.6 1.8 2.1 2.6 3.2 3.6 3.0 0.0 0.0 0.1 0.1 0.1 0.3 0.5 0.8 1.2 1.6 2.0 2.3 2.6 2.8 2.7 2.4 2.1 1.8 1.5 1.3 1.3 1.5 1.8 2.1 2.5 3.4 4.4 4.1 0.0 0.0 0.1 0.1 0.1 0.3 0.4 0.6 0.8 1.0 1.2 1.3 1.5 1.7 1.6 1.4 1.3 1.2 1.0 1.0 1.1 1.3 1.8 2.2 2.9 4.4 6.0 5.1 0.0 0.0 0.1 0.1 0.1 0.2 0.4 0.5 0.6 0.6 0.7 0.8 0.8 0.9 0.9 0.8 0.7 0.7 0.7 0.7 1.0 1.2 1.8 2.4 3.1 5.4 7.9 5.8 0.0 0.1 0.1 0.1 0.2 0.3 0.4 0.5 0.6 0.6 0.6 0.7 0.8 0.7 0.6 0.6 0.6 0.6 0.7 0.9 1.2 1.7 2.3 3.0 5.0 6.9 5.4 0.0 0.1 0.1 0.1 0.2 0.4 0.5 0.7 0.8 0.9 1.0 1.1 1.1 1.1 1.0 0.9 0.9 0.8 0.9 1.0 1.3 1.7 2.0 2.5 3.7 4.7 4.2 0.0 0.1 0.1 0.2 0.3 0.5 0.7 1.0 1.3 1.5 1.7 2.0 2.1 2.0 1.8 1.6 1.4 1.2 1.2 1.2 1.4 1.6 1.9 2.3 3.0 3.2 2.9 0.1 0.1 0.1 0.3 0.6 1.0 1.5 2.0 2.4 2.9 3.3 3.5 3.4 2.9 2.6 2.1 1.7 1.5 1.4 1.4 1.6 1.9 2.3 2.8 3.0 1.9 0.1 0.1 0.1 0.3 0.6 1.2 1.9 2.7 3.4 4.2 5.2 5.8 5.3 4.3 3.5 2.9 2.3 1.8 1.5 1.5 1.6 1.9 2.3 2.6 2.8 1.2 0.1 0.1 0.1 0.3 0.7 1.4 2.3 3.3 4.3 5.5 7.3 8.6 7.6 5.7 4.4 3.5 2.7 1.9 1.5 1.4 1.6 1.9 2.3 2.6 2.9 0.0 0.1 0.2 0.3 0.8 1.6 2.7 4.1 5.4 7.6 11.114.1 11.88.1 5.7 4.3 3.1 2.1 1.5 1.4 1.5 1.8 2.1 2.7 3.3 0.0 0.1 0.2 0.4 0.8 1.8 3.0 5.0 7.2 11.1 16.4 21.617.311.8 7.6 5.3 3.4 2.2 1.5 1.3 1.5 1.9 2.2 3.0 4.1 4.2 0.1 0.2 0.4 0.9 1.8 3.1 5.3 7.9 14.1 20.624.721.315.28.4 5.7 3.5 2.1 1.4 1.3 1.6 2.1 2.6 3.9 5.8 6.3 0.2 0.4 0.8 1.7 2.9 4.7 6.7 10.015.0 20.415.910.7 7.0 5.0 3.2 2.0 1.3 1.2 1.5 2.2 2.8 4.5 7.4 7.4 PHOTOMETRIC PLAN81 C-CT-101.DWG C-CT-101 1" = 30'N/A GORDON J. MARRONE J. MARRONE P. LAZAREVICH GRAPHICAL SCALE: 1" = 30' 30 15 0 30 60 90 Gordon4501 Daly DriveChantilly, VA 20151Phone: 703-263-1900www.gordon.us.comPROGRAMMING AND PLANNINGCIVIL ENGINEERINGLANDSCAPE ARCHITECTURESURVEY AND MAPPINGSECURITY CONSULTINGREVISIONS NUMBER DATE DESCRIPTIONSEAL: NUMBER: NCS: CADD: JOB: PLAN: HORIZ: VERT: Gordon SCALE: DATE: SUR: DRW: DES: CHK: 95 3088-0104 (SP) #14-22 JANUARY 2022 MATCH LINE SEE SHEET 78 MATCH LINE SEE SHEET 82THIS SHEET FOR PHOTOMETRIC PURPOSES ONLY! EXPOND 3A PROPOSED RETAINING WALL W/ HANDRAILS "DESIGN BY OTHERS" GRID NO RT H VIRGINI A ST AT E N 7 1 0 2 6 6 0E 11584504N 7 1 0 2 0 5 2E 11584199N 7 1 0 1 8 3 9E 11584629N 7 1 0 2 4 3 7E 11584950E E E E E E E E DDDDDDD 1.9 1.4 1.3 1.6 2.2 3.3 4.5 5.7 5.7 4.5 3.3 2.2 1.6 1.3 1.4 1.9 2.7 3.9 5.1 0.0 5.1 3.9 2.7 1.9 1.4 1.3 1.6 2.2 3.3 4.5 5.7 5.7 4.5 3.3 2.2 1.6 1.3 1.4 1.9 2.7 3.9 5.1 0.0 5.1 3.9 2.7 1.9 1.4 1.3 1.6 2.2 3.3 4.5 5.7 5.7 4.5 3.3 2.2 1.6 1.3 1.4 1.9 2.7 3.9 5.1 0.0 5.1 3.9 2.7 1.9 1.4 1.3 1.6 2.2 3.3 4.5 5.7 5.7 4.5 3.3 2.2 1.6 1.3 1.4 1.9 2.7 3.9 5.1 0.0 5.1 3.9 2.7 1.9 1.4 2.6 2.0 1.8 2.2 3.1 4.4 6.5 9.4 9.4 6.5 4.4 3.1 2.2 1.8 2.0 2.6 3.7 5.2 7.9 10.38.0 5.2 3.7 2.6 2.0 1.8 2.2 3.1 4.4 6.5 9.4 9.4 6.5 4.4 3.1 2.2 1.8 2.0 2.6 3.7 5.2 7.9 10.38.0 5.2 3.7 2.6 2.0 1.8 2.2 3.1 4.4 6.5 9.4 9.4 6.5 4.4 3.1 2.2 1.8 2.0 2.6 3.7 5.2 7.9 10.38.0 5.2 3.7 2.6 2.0 1.8 2.2 3.1 4.4 6.5 9.4 9.4 6.5 4.4 3.1 2.2 1.8 2.0 2.6 3.7 5.2 7.9 10.38.0 5.2 3.7 2.6 2.0 2.5 1.9 1.8 2.1 2.9 3.5 4.8 6.7 6.7 4.8 3.5 2.9 2.1 1.8 1.9 2.5 3.2 4.0 5.7 7.0 5.7 4.0 3.2 2.5 1.9 1.8 2.1 2.9 3.5 4.8 6.7 6.7 4.8 3.5 2.9 2.1 1.8 1.9 2.5 3.2 4.0 5.7 7.0 5.7 4.0 3.2 2.5 1.9 1.8 2.1 2.9 3.5 4.8 6.7 6.7 4.8 3.5 2.9 2.1 1.8 1.9 2.5 3.2 4.0 5.7 7.0 5.7 4.0 3.2 2.5 1.9 1.8 2.1 2.9 3.5 4.8 6.7 6.7 4.8 3.5 2.9 2.1 1.8 1.9 2.5 3.2 4.0 5.7 7.0 5.7 4.0 3.2 2.5 1.9 2.1 1.6 1.5 1.8 2.3 2.6 3.1 3.7 3.7 3.1 2.6 2.3 1.8 1.5 1.6 2.1 2.4 2.7 3.4 3.8 3.4 2.7 2.4 2.1 1.6 1.5 1.8 2.3 2.6 3.1 3.7 3.7 3.1 2.6 2.3 1.8 1.5 1.6 2.1 2.4 2.7 3.4 3.8 3.4 2.7 2.4 2.1 1.6 1.5 1.8 2.3 2.6 3.1 3.7 3.7 3.1 2.6 2.3 1.8 1.5 1.6 2.1 2.4 2.7 3.4 3.8 3.4 2.7 2.4 2.1 1.6 1.5 1.8 2.3 2.6 3.1 3.7 3.7 3.1 2.6 2.3 1.8 1.5 1.6 2.1 2.4 2.7 3.4 3.8 3.4 2.7 2.4 2.1 1.6 1.6 1.4 1.3 1.5 1.8 2.0 2.4 2.8 2.8 2.4 2.0 1.8 1.5 1.3 1.4 1.6 1.9 2.2 2.6 2.8 2.6 2.2 1.9 1.6 1.4 1.3 1.5 1.8 2.0 2.4 2.8 2.8 2.4 2.0 1.8 1.5 1.3 1.4 1.6 1.9 2.2 2.6 2.8 2.6 2.2 1.9 1.6 1.4 1.3 1.5 1.8 2.0 2.4 2.8 2.8 2.4 2.0 1.8 1.5 1.3 1.4 1.6 1.9 2.2 2.6 2.8 2.6 2.2 1.9 1.6 1.4 1.3 1.5 1.8 2.0 2.4 2.8 2.8 2.4 2.0 1.8 1.5 1.3 1.4 1.6 1.9 2.2 2.6 2.8 2.6 2.2 1.9 1.6 1.4 1.3 1.1 1.1 1.2 1.4 1.6 1.8 1.8 1.8 1.8 1.6 1.4 1.2 1.1 1.1 1.3 1.5 1.7 1.8 1.8 1.8 1.7 1.5 1.3 1.1 1.1 1.2 1.4 1.6 1.8 1.8 1.8 1.8 1.6 1.4 1.2 1.1 1.1 1.3 1.5 1.7 1.8 1.8 1.8 1.7 1.5 1.3 1.1 1.1 1.2 1.4 1.6 1.8 1.8 1.8 1.8 1.6 1.4 1.2 1.1 1.1 1.3 1.5 1.7 1.8 1.8 1.8 1.7 1.5 1.3 1.1 1.1 1.2 1.4 1.6 1.8 1.8 1.8 1.8 1.6 1.4 1.2 1.1 1.1 1.3 1.5 1.7 1.8 1.8 1.8 1.7 1.5 1.3 1.1 1.0 0.9 0.9 0.9 1.0 1.1 1.1 1.0 1.0 1.1 1.1 1.0 0.9 0.9 0.9 1.0 1.0 1.1 1.0 1.0 1.0 1.1 1.0 1.0 0.9 0.9 0.9 1.0 1.1 1.1 1.0 1.0 1.1 1.1 1.0 0.9 0.9 0.9 1.0 1.0 1.1 1.0 1.0 1.0 1.1 1.0 1.0 0.9 0.9 0.9 1.0 1.1 1.1 1.0 1.0 1.1 1.1 1.0 0.9 0.9 0.9 1.0 1.0 1.1 1.0 1.0 1.0 1.1 1.0 1.0 0.9 0.9 0.9 1.0 1.1 1.1 1.0 1.0 1.1 1.1 1.0 0.9 0.9 0.9 1.0 1.0 1.1 1.0 1.0 1.0 1.1 1.0 1.0 0.9 0.6 0.7 0.7 0.6 0.6 0.6 0.5 0.4 0.4 0.5 0.6 0.6 0.7 0.7 0.7 0.6 0.6 0.6 0.5 0.4 0.5 0.6 0.6 0.6 0.7 0.7 0.7 0.6 0.6 0.5 0.4 0.4 0.5 0.6 0.6 0.6 0.7 0.7 0.6 0.6 0.6 0.5 0.4 0.5 0.6 0.6 0.6 0.7 0.7 0.6 0.6 0.6 0.5 0.4 0.4 0.5 0.6 0.6 0.6 0.7 0.7 0.6 0.6 0.6 0.5 0.4 0.5 0.6 0.6 0.6 0.7 0.7 0.6 0.6 0.6 0.5 0.4 0.4 0.5 0.6 0.6 0.6 0.7 0.7 0.6 0.6 0.6 0.5 0.4 0.5 0.6 0.6 0.6 0.7 0.4 0.4 0.4 0.4 0.3 0.3 0.2 0.1 0.1 0.2 0.3 0.4 0.4 0.4 0.4 0.4 0.3 0.2 0.2 0.1 0.2 0.2 0.3 0.4 0.4 0.4 0.4 0.4 0.3 0.2 0.1 0.1 0.2 0.3 0.3 0.4 0.4 0.4 0.4 0.3 0.2 0.2 0.1 0.2 0.2 0.3 0.4 0.4 0.4 0.4 0.4 0.3 0.2 0.2 0.1 0.2 0.3 0.3 0.4 0.4 0.4 0.4 0.3 0.3 0.2 0.1 0.2 0.2 0.3 0.4 0.4 0.4 0.4 0.3 0.3 0.2 0.2 0.2 0.2 0.3 0.3 0.4 0.4 0.4 0.4 0.3 0.2 0.2 0.2 0.2 0.2 0.3 0.4 0.4 0.2 0.3 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.3 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.3 0.3 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.3 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.3 0.3 0.3 0.3 0.2 0.2 0.1 0.1 0.2 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.1 0.1 0.1 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.1 0.1 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.1 0.1 0.1 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.1 0.1 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.1 0.1 0.2 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.1 0.1 0.2 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.5 0.5 0.5 0.5 0.4 0.4 0.3 0.3 0.4 0.4 0.4 0.5 0.5 0.5 0.5 0.5 0.4 0.4 0.3 0.3 0.3 0.4 0.4 0.5 0.5 0.5 0.5 0.5 0.5 0.4 0.4 0.3 0.3 0.4 0.4 0.5 0.5 0.5 0.5 0.5 0.5 0.4 0.4 0.3 0.3 0.3 0.4 0.4 0.5 0.5 0.5 0.5 0.5 0.4 0.4 0.4 0.3 0.3 0.4 0.4 0.5 0.5 0.5 0.5 0.5 0.5 0.4 0.4 0.3 0.3 0.3 0.4 0.4 0.5 0.5 0.5 0.5 0.5 0.4 0.4 0.4 0.3 0.3 0.4 0.4 0.5 0.5 0.5 0.5 0.5 0.5 0.4 0.4 0.3 0.6 0.6 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.6 0.6 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.6 0.6 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.6 0.6 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.6 0.6 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.6 0.6 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.6 0.6 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.6 0.6 0.7 0.7 0.7 0.7 0.7 0.8 0.8 0.9 1.0 1.1 1.2 1.2 1.1 1.2 1.1 1.0 0.9 0.8 0.8 0.8 1.0 1.1 1.1 1.2 1.1 1.2 1.1 1.1 1.0 0.8 0.8 0.8 0.9 1.0 1.1 1.2 1.1 1.2 1.2 1.1 1.0 0.9 0.8 0.8 0.8 1.0 1.1 1.1 1.2 1.1 1.2 1.1 1.1 1.0 0.8 0.8 0.8 0.9 1.0 1.1 1.2 1.2 1.2 1.2 1.1 1.0 0.9 0.8 0.8 0.8 1.0 1.1 1.1 1.2 1.1 1.2 1.1 1.1 1.0 0.8 0.8 0.8 0.9 1.0 1.1 1.2 1.2 1.2 1.2 1.1 1.0 0.9 0.8 0.8 0.8 1.0 1.1 1.1 1.2 0.9 1.0 1.1 1.3 1.5 1.7 1.9 1.9 1.7 1.5 1.3 1.1 1.0 0.9 1.0 1.2 1.4 1.6 1.8 1.9 1.8 1.6 1.4 1.2 1.0 0.9 1.0 1.1 1.3 1.5 1.7 1.9 1.9 1.7 1.5 1.3 1.1 1.0 0.9 1.0 1.2 1.4 1.6 1.8 1.9 1.8 1.6 1.4 1.2 1.0 0.9 1.0 1.1 1.3 1.5 1.7 1.9 1.9 1.7 1.5 1.3 1.1 1.0 0.9 1.0 1.2 1.4 1.6 1.8 1.9 1.8 1.6 1.4 1.2 1.0 0.9 1.0 1.1 1.3 1.5 1.7 1.9 1.9 1.7 1.5 1.3 1.1 1.0 0.9 1.0 1.2 1.4 1.6 1.8 1.1 1.1 1.4 1.6 1.8 2.1 2.4 2.5 2.1 1.8 1.6 1.4 1.1 1.1 1.2 1.5 1.7 1.9 2.3 2.5 2.3 1.9 1.7 1.5 1.2 1.1 1.1 1.4 1.6 1.8 2.1 2.4 2.5 2.1 1.8 1.6 1.4 1.1 1.1 1.2 1.5 1.7 1.9 2.3 2.5 2.3 1.9 1.7 1.5 1.2 1.1 1.1 1.4 1.6 1.8 2.1 2.4 2.5 2.1 1.8 1.6 1.4 1.1 1.1 1.2 1.5 1.7 1.9 2.3 2.5 2.3 1.9 1.7 1.5 1.2 1.1 1.1 1.4 1.6 1.8 2.1 2.4 2.5 2.1 1.8 1.6 1.4 1.1 1.1 1.2 1.5 1.7 1.9 2.3 1.3 1.3 1.6 2.0 2.4 3.0 3.8 3.8 3.1 2.4 2.1 1.7 1.3 1.3 1.5 1.9 2.2 2.6 3.4 3.9 3.5 2.7 2.2 1.9 1.5 1.3 1.3 1.6 2.0 2.4 3.0 3.8 3.8 3.0 2.4 2.1 1.7 1.3 1.3 1.5 1.9 2.2 2.6 3.4 3.9 3.5 2.7 2.2 1.9 1.5 1.3 1.3 1.6 2.0 2.4 3.0 3.8 3.8 3.1 2.4 2.1 1.7 1.3 1.3 1.5 1.9 2.2 2.6 3.4 3.9 3.5 2.7 2.2 1.9 1.5 1.3 1.3 1.7 2.0 2.4 3.0 3.8 3.8 3.1 2.4 2.1 1.7 1.3 1.3 1.5 1.9 2.2 2.6 3.4 1.4 1.5 1.9 2.5 3.2 4.5 6.3 6.4 4.5 3.2 2.5 1.9 1.5 1.4 1.6 2.2 2.8 3.7 5.4 6.7 5.5 3.8 2.8 2.2 1.7 1.4 1.5 1.9 2.5 3.2 4.5 6.3 6.3 4.5 3.2 2.5 1.9 1.5 1.4 1.6 2.2 2.8 3.7 5.4 6.7 5.5 3.8 2.8 2.2 1.7 1.4 1.5 1.9 2.5 3.2 4.5 6.3 6.4 4.5 3.2 2.5 1.9 1.5 1.4 1.6 2.2 2.8 3.7 5.4 6.7 5.5 3.8 2.8 2.2 1.7 1.4 1.5 1.9 2.5 3.2 4.5 6.3 6.4 4.5 3.2 2.5 1.9 1.5 1.4 1.6 2.2 2.8 3.7 5.4 1.4 1.4 1.8 2.6 3.7 5.4 7.3 7.3 5.5 3.8 2.6 1.9 1.4 1.4 1.6 2.2 3.1 4.4 6.4 7.8 6.5 4.5 3.1 2.2 1.6 1.4 1.4 1.8 2.6 3.7 5.4 7.3 7.3 5.5 3.8 2.6 1.9 1.4 1.4 1.6 2.2 3.1 4.4 6.4 7.8 6.5 4.5 3.1 2.2 1.6 1.4 1.4 1.8 2.6 3.7 5.4 7.2 7.3 5.5 3.8 2.6 1.9 1.4 1.4 1.6 2.2 3.1 4.4 6.4 7.8 6.5 4.5 3.1 2.2 1.6 1.4 1.4 1.8 2.6 3.7 5.4 7.3 7.3 5.5 3.8 2.6 1.9 1.4 1.4 1.6 2.2 3.1 4.4 6.4 PHOTOMETRIC PLAN82 C-CT-101.DWG C-CT-101 1" = 30'N/A GORDON J. MARRONE J. MARRONE P. LAZAREVICH GRAPHICAL SCALE: 1" = 30' 30 15 0 30 60 90 Gordon4501 Daly DriveChantilly, VA 20151Phone: 703-263-1900www.gordon.us.comPROGRAMMING AND PLANNINGCIVIL ENGINEERINGLANDSCAPE ARCHITECTURESURVEY AND MAPPINGSECURITY CONSULTINGREVISIONS NUMBER DATE DESCRIPTIONSEAL: NUMBER: NCS: CADD: JOB: PLAN: HORIZ: VERT: Gordon SCALE: DATE: SUR: DRW: DES: CHK: 95 3088-0104 (SP) #14-22 JANUARY 2022 MATCH LINE SEE SHEET 79 MATCH LINE SEE SHEET 83MATCH LINE SEE SHEET 81THIS SHEET FOR PHOTOMETRIC PURPOSES ONLY! XXXEXPOND 3A COVERST O N E D RI V E VARIABLE WI D T H P U B LI C RI G H T- O F- W A Y PROPOSED RETAINING WALL W/ HANDRAILS "DESIGN BY OTHERS" GRID NO RT H VIRGINI A ST AT E N 7 1 0 3 4 7 6 E 11584917N 7 1 0 2 8 1 6E 11584582N 7 1 0 2 6 0 7E 11585007N 7 1 0 3 2 7 2E 11585343C C D D D D B E E E E DDDD 2.7 3.9 5.1 0.0 5.1 3.9 2.7 1.9 1.4 1.3 1.6 2.2 3.3 4.5 5.7 5.7 4.5 3.3 2.2 1.6 1.3 1.4 1.9 2.7 3.9 5.1 0.0 5.1 3.9 2.7 1.9 1.4 1.3 1.6 2.2 3.3 4.5 5.7 5.7 4.5 3.2 2.1 1.3 0.7 3.7 5.2 7.9 10.38.0 5.2 3.7 2.6 2.0 1.8 2.2 3.1 4.4 6.5 9.4 9.4 6.5 4.4 3.1 2.2 1.8 2.0 2.6 3.7 5.2 7.9 10.38.0 5.2 3.7 2.6 2.0 1.8 2.2 3.1 4.4 6.5 9.4 9.4 6.5 4.3 2.9 1.8 1.1 3.2 4.0 5.7 7.0 5.7 4.0 3.2 2.5 1.9 1.8 2.1 2.9 3.5 4.8 6.7 6.7 4.8 3.5 2.9 2.1 1.8 1.9 2.5 3.2 4.0 5.7 7.0 5.7 4.0 3.2 2.5 1.9 1.8 2.1 2.9 3.5 4.8 6.7 6.7 4.8 3.4 2.7 1.8 1.0 0.5 2.4 2.7 3.4 3.8 3.4 2.7 2.4 2.1 1.6 1.5 1.8 2.3 2.6 3.1 3.7 3.7 3.1 2.6 2.3 1.8 1.5 1.6 2.1 2.4 2.7 3.4 3.8 3.4 2.7 2.4 2.1 1.6 1.5 1.8 2.3 2.6 3.1 3.7 3.7 3.1 2.5 2.2 1.5 0.9 0.4 1.9 2.2 2.6 2.8 2.6 2.2 1.9 1.6 1.4 1.3 1.5 1.8 2.0 2.4 2.8 2.8 2.4 2.0 1.8 1.5 1.3 1.4 1.6 1.9 2.2 2.6 2.8 2.6 2.2 1.9 1.6 1.4 1.3 1.5 1.8 2.0 2.4 2.8 2.8 2.4 2.0 1.7 1.2 0.8 0.4 1.5 1.7 1.8 1.8 1.8 1.7 1.5 1.3 1.1 1.1 1.2 1.4 1.6 1.8 1.8 1.8 1.8 1.6 1.4 1.2 1.1 1.1 1.3 1.5 1.7 1.8 1.8 1.8 1.7 1.5 1.3 1.1 1.1 1.2 1.4 1.6 1.8 1.8 1.8 1.8 1.6 1.3 1.0 0.6 0.3 1.0 1.1 1.0 1.0 1.0 1.1 1.0 1.0 0.9 0.9 0.9 1.0 1.1 1.1 1.0 1.0 1.1 1.1 1.0 0.9 0.9 0.9 1.0 1.0 1.1 1.0 1.0 1.0 1.1 1.0 1.0 0.9 0.9 0.9 1.0 1.1 1.1 1.0 1.0 1.1 1.0 0.9 0.7 0.5 0.3 0.6 0.6 0.5 0.4 0.5 0.6 0.6 0.6 0.7 0.7 0.6 0.6 0.6 0.5 0.4 0.4 0.5 0.6 0.6 0.6 0.7 0.7 0.6 0.6 0.6 0.5 0.4 0.5 0.6 0.6 0.6 0.7 0.7 0.6 0.6 0.6 0.5 0.4 0.4 0.5 0.6 0.6 0.5 0.4 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.3 0.4 0.4 0.4 0.4 0.3 0.3 0.2 0.2 0.2 0.2 0.3 0.3 0.4 0.4 0.4 0.4 0.3 0.2 0.2 0.1 0.2 0.3 0.3 0.4 0.4 0.4 0.4 0.3 0.3 0.2 0.1 0.1 0.2 0.3 0.3 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.2 0.4 0.7 1.0 1.2 1.4 1.4 1.3 1.4 0.2 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.3 0.5 0.9 1.3 1.6 2.0 2.3 2.2 2.3 1.9 1.5 1.2 0.8 0.5 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.2 0.3 0.7 1.2 1.7 2.1 2.5 3.2 2.9 3.0 2.4 2.0 1.6 1.0 0.6 0.3 0.1 0.1 0.2 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.1 0.2 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.1 0.1 0.2 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.1 0.1 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.3 0.5 0.9 1.5 2.2 2.9 3.7 5.2 4.9 4.9 3.4 2.7 2.0 1.2 0.7 0.4 0.2 0.1 0.1 0.5 0.5 0.5 0.5 0.5 0.5 0.4 0.4 0.3 0.3 0.3 0.4 0.4 0.5 0.5 0.5 0.5 0.5 0.5 0.4 0.4 0.3 0.3 0.4 0.4 0.4 0.5 0.5 0.5 0.5 0.5 0.4 0.4 0.3 0.3 0.3 0.4 0.4 0.4 0.5 0.5 0.5 0.5 0.5 0.4 0.4 0.4 0.4 0.6 0.9 1.3 1.9 2.8 3.8 5.2 7.8 9.9 7.3 4.8 3.5 2.4 1.5 1.0 0.6 0.4 0.2 0.2 0.1 0.1 0.7 0.7 0.6 0.6 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.6 0.6 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.6 0.6 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.6 0.6 0.7 0.7 0.8 0.8 0.8 0.9 1.0 1.4 1.8 2.5 3.7 5.4 8.0 10.712.310.4 7.5 5.0 3.2 2.0 1.3 0.9 0.6 0.4 0.3 0.3 0.2 1.0 0.9 0.8 0.8 0.8 1.0 1.1 1.1 1.2 1.1 1.2 1.1 1.1 1.0 0.8 0.8 0.8 0.9 1.0 1.1 1.2 1.2 1.2 1.2 1.1 1.0 0.9 0.8 0.8 0.8 1.0 1.1 1.1 1.2 1.1 1.2 1.1 1.1 1.0 0.8 0.8 0.8 0.9 1.0 1.1 1.2 1.2 1.3 1.5 1.6 2.1 2.6 3.4 4.6 6.2 9.1 11.38.8 6.1 4.4 3.1 2.2 1.6 1.2 0.9 0.7 0.6 0.5 0.4 0.3 1.3 1.1 1.0 0.9 1.0 1.2 1.4 1.6 1.8 1.9 1.8 1.6 1.4 1.2 1.0 0.9 1.0 1.1 1.3 1.5 1.7 1.9 1.9 1.7 1.5 1.3 1.1 1.0 0.9 1.0 1.2 1.4 1.6 1.8 1.9 1.8 1.6 1.4 1.2 1.0 0.9 1.0 1.1 1.3 1.5 1.8 1.9 2.0 1.9 1.9 2.3 2.6 3.1 3.6 4.5 6.7 6.8 6.6 4.8 4.0 3.3 2.6 2.3 1.9 1.6 1.3 1.1 0.9 0.7 0.5 1.6 1.4 1.1 1.1 1.2 1.5 1.7 1.9 2.3 2.5 2.3 1.9 1.7 1.5 1.2 1.1 1.1 1.4 1.6 1.8 2.1 2.4 2.5 2.1 1.8 1.6 1.4 1.1 1.1 1.2 1.5 1.7 1.9 2.3 2.5 2.3 1.9 1.7 1.5 1.2 1.1 1.1 1.4 1.6 1.8 2.1 2.5 2.5 2.3 2.0 2.6 2.9 3.0 3.1 3.5 4.4 4.2 4.7 4.2 4.1 3.9 3.5 3.3 3.0 2.6 2.2 1.9 1.5 1.1 0.7 2.1 1.7 1.3 1.3 1.5 1.9 2.2 2.6 3.4 3.9 3.5 2.7 2.2 1.9 1.5 1.3 1.3 1.6 2.0 2.4 3.0 3.8 3.8 3.1 2.4 2.1 1.7 1.3 1.3 1.5 1.9 2.2 2.6 3.4 3.9 3.5 2.7 2.2 1.9 1.5 1.3 1.3 1.7 2.0 2.4 3.0 3.8 3.8 3.1 2.6 3.3 3.3 3.1 3.0 3.1 3.6 3.7 4.2 4.2 4.3 4.6 4.8 5.2 5.0 4.1 3.4 2.7 2.1 1.5 0.9 2.5 1.9 1.5 1.4 1.6 2.2 2.8 3.7 5.4 6.7 5.5 3.8 2.8 2.2 1.7 1.4 1.5 1.9 2.5 3.2 4.5 6.3 6.4 4.5 3.2 2.5 1.9 1.5 1.4 1.6 2.2 2.8 3.7 5.4 6.7 5.5 3.8 2.8 2.2 1.7 1.4 1.5 1.9 2.5 3.2 4.5 6.3 6.4 4.6 3.4 4.1 3.8 3.4 3.0 2.9 3.0 3.1 3.8 4.3 4.8 5.3 6.1 7.5 7.4 5.6 4.4 3.6 2.7 1.8 1.0 2.6 1.9 1.4 1.4 1.6 2.2 3.1 4.4 6.4 7.8 6.5 4.5 3.1 2.2 1.6 1.4 1.4 1.8 2.6 3.7 5.4 7.3 7.3 5.5 3.8 2.6 1.9 1.4 1.4 1.6 2.2 3.1 4.4 6.4 7.8 6.5 4.5 3.1 2.2 1.6 1.4 1.4 1.8 2.6 3.7 5.4 7.2 7.3 5.6 3.9 4.9 4.2 3.5 3.0 2.6 2.5 2.6 3.3 4.3 5.2 6.3 8.2 11.4 11.68.0 5.8 4.4 3.3 2.1 1.1 3.4 3.2 2.7 2.2 2.0 2.0 2.2 3.0 4.3 5.9 8.0 11.817.217.912.0 7.9 5.6 3.9 2.4 1.3 4.8 4.1 3.0 2.3 2.0 1.8 2.1 3.0 4.6 7.0 10.817.0 22.7 23.317.811.3 7.1 4.6 2.6 1.4 6.9 5.7 3.6 2.6 2.1 1.7 2.0 2.7 4.3 6.4 9.5 15.1 21.1 21.815.810.16.6 4.4 2.6 1.4 8.1 6.6 3.9 2.7 2.1 1.7 1.9 2.4 3.6 5.0 6.8 10.0 15.115.7 10.5 7.1 5.2 3.7 2.3 1.2 6.6 5.4 3.5 2.5 2.1 1.7 1.9 2.3 3.2 4.1 5.1 6.8 9.4 9.7 7.0 5.3 4.1 3.1 2.0 1.1 4.9 4.1 3.1 2.4 2.1 1.9 1.9 2.2 2.7 3.3 4.0 5.0 6.3 6.4 5.1 4.1 3.3 2.5 1.7 1.0 3.9 3.7 3.1 2.5 2.2 2.0 1.8 1.9 2.2 2.5 3.0 3.4 4.0 4.0 3.5 3.0 2.5 1.9 1.3 0.8 3.6 3.6 3.2 2.7 2.3 2.0 1.8 1.6 1.6 1.7 1.9 2.1 2.3 2.3 2.1 1.8 1.6 1.3 1.0 0.6 3.7 3.7 3.2 2.6 2.2 1.9 1.6 1.3 1.1 1.0 1.1 1.1 1.3 1.3 1.1 1.0 0.9 0.8 0.6 0.5 4.4 4.0 3.2 2.5 2.1 1.7 1.4 1.0 0.7 0.6 0.6 0.6 0.6 0.6 0.6 0.5 0.5 0.4 0.4 0.3 5.8 5.1 3.6 2.6 2.2 1.6 1.2 0.8 0.5 0.4 0.4 0.4 0.4 0.4 0.3 0.3 0.3 0.3 0.3 0.2 7.3 6.8 4.3 2.8 2.2 1.5 1.1 0.7 0.5 0.4 0.4 0.4 0.5 0.5 0.4 0.3 0.3 0.3 0.3 0.3 7.1 6.6 4.1 2.7 2.2 1.6 1.2 0.9 0.7 0.7 0.7 0.7 0.8 0.8 0.7 0.6 0.6 0.5 0.4 0.3 5.4 4.8 3.4 2.4 2.1 1.7 1.4 1.2 1.2 1.2 1.3 1.5 1.6 1.6 1.4 1.2 1.1 0.9 0.7 0.5 3.9 3.6 2.8 2.2 2.0 1.8 1.7 1.7 1.8 2.1 2.3 2.5 2.8 2.7 2.4 2.1 1.8 1.4 1.0 0.6 3.1 3.1 2.7 2.3 2.0 1.9 2.0 2.2 2.5 3.0 3.5 4.1 4.8 4.6 3.8 3.2 2.6 2.0 1.3 0.8 2.7 2.9 2.7 2.3 2.1 2.0 2.2 2.6 3.2 3.8 4.5 5.8 7.4 6.9 5.3 4.2 3.4 2.5 1.6 0.9 2.7 3.0 2.7 2.4 2.0 2.1 2.3 2.9 3.8 4.6 5.9 8.2 11.810.6 7.4 5.4 4.2 3.0 1.9 1.0 3.3 3.4 2.8 2.3 2.0 2.1 2.4 3.1 4.4 5.8 8.2 12.418.316.410.9 7.3 5.2 3.5 2.1 1.1 4.5 4.2 3.2 2.4 2.2 2.1 2.6 3.4 5.1 7.4 11.818.3 23.622.216.310.06.5 4.1 2.3 1.2 6.1 5.9 4.1 2.7 2.4 2.1 2.4 3.2 4.8 6.9 10.716.5 22.220.614.69.2 6.2 3.9 2.3 1.2 7.0 7.5 4.7 2.9 2.4 2.0 2.2 2.8 4.0 5.3 7.4 11.016.314.69.7 6.6 4.9 3.4 2.0 1.1 6.1 6.1 4.2 2.7 2.3 2.0 2.0 2.6 3.4 4.2 5.4 7.3 10.19.2 6.6 5.0 3.9 2.9 1.8 1.0 4.4 4.3 3.2 2.3 2.0 1.9 2.0 2.3 2.9 3.4 4.2 5.2 6.6 6.2 4.9 3.9 3.1 2.3 1.5 0.9 3.0 3.3 2.7 2.1 1.9 1.8 1.8 2.0 2.3 2.7 3.1 3.5 4.1 3.9 3.4 2.9 2.3 1.8 1.2 0.7 2.0 2.8 2.5 2.2 1.9 1.7 1.7 1.7 1.7 1.8 1.9 2.1 2.4 2.3 2.0 1.8 1.5 1.2 0.9 0.6 1.3 2.6 2.4 2.1 1.8 1.6 1.5 1.3 1.2 1.1 1.1 1.2 1.2 1.2 1.1 1.0 0.9 0.7 0.6 0.4 0.8 2.7 2.4 2.1 1.8 1.5 1.3 1.0 0.8 0.6 0.5 0.6 0.6 0.6 0.5 0.5 0.4 0.4 0.3 0.3 0.1 3.0 2.5 2.0 1.7 1.4 1.1 0.8 0.5 0.4 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.2 4.1 3.8 2.8 2.1 1.7 1.4 1.0 0.6 0.4 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 6.2 5.3 3.5 2.4 1.9 1.4 0.9 0.5 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 7.6 7.0 4.2 2.7 2.1 1.3 0.9 0.5 0.3 0.3 0.2 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.2 PHOTOMETRIC PLAN83 C-CT-101.DWG C-CT-101 1" = 30'N/A GORDON J. MARRONE J. MARRONE P. LAZAREVICH GRAPHICAL SCALE: 1" = 30' 30 15 0 30 60 90 Gordon4501 Daly DriveChantilly, VA 20151Phone: 703-263-1900www.gordon.us.comPROGRAMMING AND PLANNINGCIVIL ENGINEERINGLANDSCAPE ARCHITECTURESURVEY AND MAPPINGSECURITY CONSULTINGREVISIONS NUMBER DATE DESCRIPTIONSEAL: NUMBER: NCS: CADD: JOB: PLAN: HORIZ: VERT: Gordon SCALE: DATE: SUR: DRW: DES: CHK: 95 3088-0104 (SP) #14-22 JANUARY 2022 MATCH LINE SEE SHEET 80 MATCH LINE SEE SHEET 82THIS SHEET FOR PHOTOMETRIC PURPOSES ONLY! PHOTOMETRIC DETAILS83A C-CT-101.DWG C-CT-101 N/AN/A GORDON J. MARRONE J. MARRONE P. LAZAREVICH------------Gordon4501 Daly DriveChantilly, VA 20151Phone: 703-263-1900www.gordon.us.comPROGRAMMING AND PLANNINGCIVIL ENGINEERINGLANDSCAPE ARCHITECTURESURVEY AND MAPPINGSECURITY CONSULTINGREVISIONS NUMBER DATE DESCRIPTIONSEAL: NUMBER: NCS: CADD: JOB: PLAN: HORIZ: VERT: Gordon SCALE: DATE: SUR: DRW: DES: CHK: 95 3088-0104 (SP) #14-22 JANUARY 2022 PHOTOMETRIC DETAILS83B C-CT-101.DWG C-CT-101 N/AN/A GORDON J. MARRONE J. MARRONE P. LAZAREVICH------------Gordon4501 Daly DriveChantilly, VA 20151Phone: 703-263-1900www.gordon.us.comPROGRAMMING AND PLANNINGCIVIL ENGINEERINGLANDSCAPE ARCHITECTURESURVEY AND MAPPINGSECURITY CONSULTINGREVISIONS NUMBER DATE DESCRIPTIONSEAL: NUMBER: NCS: CADD: JOB: PLAN: HORIZ: VERT: Gordon SCALE: DATE: SUR: DRW: DES: CHK: 95 3088-0104 (SP) #14-22 JANUARY 2022 PHOTOMETRIC DETAILS83C C-CT-101.DWG C-CT-101 N/AN/A GORDON J. MARRONE J. MARRONE P. LAZAREVICH------------Gordon4501 Daly DriveChantilly, VA 20151Phone: 703-263-1900www.gordon.us.comPROGRAMMING AND PLANNINGCIVIL ENGINEERINGLANDSCAPE ARCHITECTURESURVEY AND MAPPINGSECURITY CONSULTINGREVISIONS NUMBER DATE DESCRIPTIONSEAL: NUMBER: NCS: CADD: JOB: PLAN: HORIZ: VERT: Gordon SCALE: DATE: SUR: DRW: DES: CHK: 95 3088-0104 (SP) #14-22 JANUARY 2022 5 44 5 97 6 47 5 51 9 60 8 18 6 26734 8 02 8 95 12 20 13 56 12 65 11 91134011831228 14 47 ?????? 14 82 75' BUILDING SET B A C K 25' PARKING SET B A C K75' BUILDING SETBACK25' PARKING SETBACKPROPOSED PROPERTY LINE PER PENDING BLA 75' BUILDING SETBACK25' PARKING SETBACK25' BUILDING SETBACK 5' PARKING SETBACK 25' BUILDING SETBACK 5' PARKING SETBACK CO CO CO C O ZONE: M1 50'168'75' BUILDING SET B A C K 25' PARKING SET B A C K75' BUILDING SETBACK25' PARKING SETBACKPROPOSED PROPERTY LINE PER PENDING BLA 75' BUILDING SETBACK25' PARKING SETBACK25' BUILDING SETBACK 5' PARKING SETBACK 25' BUILDING SETBACK 5' PARKING SETBACK TAX MAP NO. 64-A-79 DB. 659 PG. 175 DB. 800 PG. 1693 INSTR. #070015617 ZONED: RA OHWOHWOHWOHWOHWOHWOHWOHWOHWOHWL11S57°59'36"E 399.61'S63°11'11"E 215.74'S63°11'11"E 744.81'S61°09'12"E 312.71'S59°16'25"E 297.40'N43°22'4 5 " E 4 8 5 . 5 5 'N46°37'15"W 691.41'N46°37'15"W 691.41'S59°12'34"E113.01'S53°27'47"E 199.29'(TOT)N46°37'15"W185.13'N42°02'49"W150.48'N46°37'15"W153.37'L12L18 L17 C9C1C2L1L27C16C17N26°06'39"E 1028.34'175.78'(TIE)X1 6 XX XXGxSSSSSSSSSSSSSSSSSSSSSSSSSSEX.86EX.85EX.84EX.83EX.82EX.81EX.80A1 0 " P V C 6'X6' BOX CULVERT 6'X6' BOX CULVERT27" CMP27" CMP 33" CMP 33" CMP INV=642.24'27" CMP INV=641.34'33" CMP INV=635.29'27" CMP INV=635.69'24" CMP INV=635.64'24" CMP INV=635.62'33" CMP INV=647.99'INV=629.58'INV=625.17'EX. CONCRETEHEADWALLEX. CONCRETEHEADWALLCONC. POND OUTFALLSTRUCTURE REMAINS(SEE PICTURES)EX.11EX.10EX.6EX.7EX.8EX.924" RCPSINKHOLE(SEE PICTURES)EX.6A36" CMPEX. ELECTRICTRANSFORMEREX. ELECTRIC VAULTXXXEX. RIP-RAP COVERED WITH CONCRETEEX. CONCRETEEX. CONC. DITCHEX. EDGE OF PAVEMENTFMSS1 1 8 8 7 G APPROX. LOCATION24" CMPAPPROX LOCATION OF 30" CMPEX.12INV=635.39 3'H X 6'W BOX CULVERTEX. CONCRETE HEADWALL30" CMP3'H X 6'W BOX CULVERTTRANSITIONS TO 30" CMP UNDERGROUNDEX.80EX.PSEX. CONC. DITCH 9+0010+0011+0012+00 13+00 14+0015+0016+0017+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+0033+00 34+00 35+00 36+ 0 0 37 + 0 0 3 8 + 0 0 3 9 + 0 040+0041+0042+0043+0044+0045+0046+0047+0048+0049+0050+0051+0052+0053+0054+0055+0056+0057+00PC=31+51.06PC=53+5 2 . 2 5 PT=43+0 0 . 7 6 PT=55+78.16 Mid=37+25.91Mid=54+65.2 0 PC=10+80.77PT=18+10.74P R C = 1 5 + 0 3 . 6 1 10+00 11+00 12+0013+00 14+00 15+00 16+00 17+0018+00 19+00 20+00 21+00 22+00 23+00 24+00 25+0026+0027+00 28+00 28+55 10+0011+0012+0 0 13 + 0 0 14 + 0 0 1 5 + 0 016+0017+0018+0019+0020+0021+0022+0023+0024+0025+0026+0027+0028+0029+0030+0031+0032+0033+00EX. 12" W /L(WM "D")QUAD 8'(W)X4'(H)BOX CULVERTEXPOND 2 EXPOND 3A EXPOND 1 EXPOND 3B ZONE: M1 ZONE: RP ZONE: M1 ZONE: B2 50 FT. STRIP OF MATURE WOODLANDS TO BE USED AS BUFFER IN LIEU OF M1 TO B2 BUFFER ZONE: M1 ZONE: B2N 7 1 0 1 7 4 3E 11582884N 7 1 0 0 8 8 1 E 11584593N 7 1 0 2 9 3 5E 11585650N 7 1 0 4 2 6 0E 11584128GRID NO RT H VIRGINI A ST AT E COVERSTONE DRIVEVARIABLE WIDTH PUBLIC RIGHT-OF-WAYCOVERSTONE DR I V E VARIABLE WIDTH P U B L I C R I G H T - O F - W A Y MILLWOOD PIKE - US ROUTE 50/17VARIABLE WIDTH PUBLIC RIGHT-OF-WAYLANDSCAPE AND BUFFER PLAN - OVERALL KEY MAP84 L-LS-110.DWG L-LS-110 1"=100'N/A GORDON D.KOESER D.KOESER P.LAZAREVICH2408/12/2210/27/22FREDERICK WATER & VDOT COMMENTSFREDERICK WATER & VDOT COMMENTSGRAPHICAL SCALE: 1" = 100' 100 50 0 100 200 300 Gordon4501 Daly DriveChantilly, VA 20151Phone: 703-263-1900www.gordon.us.comPROGRAMMING AND PLANNINGCIVIL ENGINEERINGLANDSCAPE ARCHITECTURESURVEY AND MAPPINGSECURITY CONSULTINGREVISIONS NUMBER DATE DESCRIPTIONSEAL: NUMBER: NCS: CADD: JOB: PLAN: HORIZ: VERT: Gordon SCALE: DATE: SUR: DRW: DES: CHK: 95 3088-0104 (SP) #14-22 JANUARY 2022 SHEET 90 SHEET 87 SHEET 88 SHEET 89 SHEET 86SHEET 85 12 20 13 56 12 65 11 91 13 40 11 83 12 28 14 47 ?????? 14 82 24' CG-6 CG-6RCG-6R CG-6R CG-6R CG-6CG-6RCG-6RCG-6RCG-6RCG-6RCG-6RCG-6RCG-6RCG-6RCG-2CG-2 CG-2 6' SIDEWALK5' SIDEWALK5' SIDEWALKCG-6RCG-6RCG-6CG-6 CG-6CG-6CG-6CG-65'R 5'R5 'R 5'R 5'R5'R10'R10'R5'R5'R 10'R5'R 15 ' R 15'R30'R 145'R 105'R 10'R5'R 75' BUILDING SETBACK25' PARKING SETBACK75' BUILDING SETBACK25' PARKING SETBACK24'24' 24' 24' 24' 24' 24'60'70'60'60'70'60'24'45' 20' (TYP.) 20' (TYP.)9'(TYP.)1-12"X6" TEE1-6" VALVE1-FH1-12"X6" TEE1-6" VALVE1-FH6" PRIVATE HYDRANTCG-12B HC RAMP #8 CG-12B HC RAMP #7 CG-12B HC RAMP #6 CG-12BHC RAMP # 5 PROPOSED PROPERTY LINE PER PENDING BLA 1-45°BEND 1-45°BEND1-22.5° BEND 20' FREDERICK WATER EASEMENT F.D.C. 1631.00'631.50'25' BUILDING SETBACK 5' PARKING SETBACK PROPOSED BOLLARD (TYP.) (SEE FREDERICK WATER DETAIL) HC SIGN (TYP.) PR. WHEEL STOP (TYP.)31719171834261913166' SIDEWALKAPPROX. LOCATION OF FUTURE SECURITY FENCE APPROX. LOCATION OF FUTURE SECURITY FENCE 14' (TYP.)14' (TYP.) 12' (TYP.)12' (TYP.) 161.72'209.25'10'10'NOTE: 1. ALL CURB RADIUS ARE 4.5' UNLESS NOTED. 2. SEE SHEET 2 FOR FIRE LANE SIGNAGE DETAILS. 3. ALL PRIVATE FIRE HYDRANTS SHALL BE PAINTED PER FREDERICK COUNTY FIRE MARSHAL'S AND FREDERICK WATER'S REQUIREMENTS. ADA PATH TO BUILDING ADA PATH TO BUILDING APPROX. LOCATION OF FUTURE 42' SECURITY GATE LIGHT POLE (TYP.) FIRE LANE STRIPING (TYP.) STOP SIGN (TYP.) WALL MOUNTED LIGHT (TYP.) 1 OF 2 VAN ACCESSIBLE 2 OF 2 VAN ACCESSIBLE40'20' FREDERICK WATER EASEMENT 1-45°BEND 1-22.5°BEND 1-22.5°BEND 1-12"X6" TEE1-6" VALVE, 1-FH 8" PRIVATE W/L1-12"X8" TEE 12" W/L (WM "A")SPRINKLER 112" PRIVATE FIRE MAIN12" PRIVATE FIRE MAIN 1-12"VALVE C O 12" SAN SEW 121 120 122 119 117 118 128127126125124 36" STM36" STM36" STM36" STM36" STM 42" STM42" STM42" STM42" STM42" STM42" STM15" STM 121A 123 42" STM 8" SAN SEW G3 TOP=711.61 TOP=711.40 TOP=709.50 TOP=708.40 TOP=709.00 TOP=707.80 TOP=707.80TOP=707.80TOP=707.80TOP=707.80 TOP=709.31 TOP=707.80 TOP=710.20 12" STM12" STM12" STM12" STM12" STM12 " S T M 12" STM121B RD56 RD55 RD54 RD53 RD52 RD51 14+0015+0016+0017+0018+00 19+00 20+00 21+00 PI=16+56.52 15" STM122A TOP=707.80 24' CG-6 CG-6RCG-6R CG-6R CG-6R CG-6CG-6RCG-6RCG-6RCG-6RCG-6RCG-6RCG-6RCG-6RCG-6RCG-2CG-2 CG-2 6' SIDEWALK5' SIDEWALK5' SIDEWALKCG-6RCG-6RCG-6CG-6 CG-6CG-6CG-6CG-65'R 5'R5 'R 5'R 5'R5'R10'R10'R5'R5'R 10'R5'R 15 ' R 15'R30'R 145'R 105'R 10'R5'R 75' BUILDING SETBACK25' PARKING SETBACK75' BUILDING SETBACK25' PARKING SETBACK24'24' 24' 24' 24' 24' 24'60'70'60'60'70'60'24'45' 20' (TYP.) 20' (TYP.)9'(TYP.)1-12"X6" TEE1-6" VALVE1-FH1-12"X6" TEE1-6" VALVE1-FH6" PRIVATE HYDRANTCG-12B HC RAMP #8 CG-12B HC RAMP #7 CG-12B HC RAMP #6 CG-12BHC RAMP # 5 PROPOSED PROPERTY LINE PER PENDING BLA 1-45°BEND 1-45°BEND1-22.5° BEND 20' FREDERICK WATER EASEMENT F.D.C. 1631.00'631.50'25' BUILDING SETBACK 5' PARKING SETBACK PROPOSED BOLLARD (TYP.) (SEE FREDERICK WATER DETAIL) HC SIGN (TYP.) PR. WHEEL STOP (TYP.)31719171834261913166' SIDEWALKAPPROX. LOCATION OF FUTURE SECURITY FENCE APPROX. LOCATION OF FUTURE SECURITY FENCE 14' (TYP.)14' (TYP.) 12' (TYP.)12' (TYP.) 161.72'209.25'10'10'NOTE: 1. ALL CURB RADIUS ARE 4.5' UNLESS NOTED. 2. SEE SHEET 2 FOR FIRE LANE SIGNAGE DETAILS. 3. ALL PRIVATE FIRE HYDRANTS SHALL BE PAINTED PER FREDERICK COUNTY FIRE MARSHAL'S AND FREDERICK WATER'S REQUIREMENTS. ADA PATH TO BUILDING ADA PATH TO BUILDING APPROX. LOCATION OF FUTURE 42' SECURITY GATE LIGHT POLE (TYP.) FIRE LANE STRIPING (TYP.) STOP SIGN (TYP.) WALL MOUNTED LIGHT (TYP.) 1 OF 2 VAN ACCESSIBLE 2 OF 2 VAN ACCESSIBLE40'20' FREDERICK WATER EASEMENT 1-45°BEND 1-22.5°BEND 1-22.5°BEND 1-12"X6" TEE1-6" VALVE, 1-FH 8" PRIVATE W/L1-12"X8" TEE 12" W/L (WM "A")SPRINKLER 112" PRIVATE FIRE MAIN12" PRIVATE FIRE MAIN 1-12"VALVE N46°37'15"W 691.41'N46°37'15"W 691.41'N46°37'15"W185.13'N42°02'49"W150.48'C145+0046+0047+0048+0049+0050+0051+0052+0043AEX. 43EX. 41BEX.41EX. 38EX. 39BEX. 39EX. 39AEX. 39DEX. EX. 18" STM EX. 24" STMEX. 30" STMEX. 36" STMEX. 15" STMEX. 21" S T M EX. 15" STMEX. 15" STM EX. 15" STMEX. 15" STMEX. 24" STM EX. 24" STMEX. 15" S T M EX. 2 4 " S T M EX. 12" W/L (WM "B")21+0022+0023+0024+0025+0026+0027+0028+00EX. 12" W / L ( W M " F " ) 42EX. 43FEX. 43BEX.44EX. E X . 1 5 " S TM 43EEX. 42AEX. 40EX.EX. 30" STM41AEX. G5EX. EX. 8" SA N S E W G4EX. 43GEX.EX. 15" STMEX. 34' F R E D E R I C K WATER E A S E M E N T EX. 20' FREDERICKWATER EASEMENTEX. R.O.W.EX. CG-6EX. CG-6EX. 17' SHARED USETRAIL EASEMENTTAX MAP NO. 64-A-79 DB. 659 PG. 175 DB. 800 PG. 1693 INSTR. #070015617 ZONED: RA EX. CG-6EX. CG-6EX. CG-2EX. CG-2EX. CG-6EX. 12' P O N D A C C E S S R O A D EX. 10' SHARED USETRAILEX. 17' SHARED USETRAIL EASEMENTCOVERSTONE DRIVEVARIABLE WIDTH PUBLIC RIGHT-OF-WAYEX. 20' F R E D E R I C K WATER E A S E M E N T 7 5 ' R 75'R EX. CG-6 EX . C G - 6 GRID NO RT H VIRGINI A ST AT E N 7 1 0 2 1 6 5E 11583584N 7 1 0 1 5 5 7E 11583279N 7 1 0 1 3 6 6E 11583659N 7 1 0 1 9 7 4E 11583964LANDSCAPE PLAN85 L-LS-110.DWG L-LS-110 1" = 30'N/A GORDON J. MARRONE J. MARRONE P. LAZAREVICH208/12/22FREDERICK WATER & VDOT COMMENTSGRAPHICAL SCALE: 1" = 30' 30 15 0 30 60 90 Gordon4501 Daly DriveChantilly, VA 20151Phone: 703-263-1900www.gordon.us.comPROGRAMMING AND PLANNINGCIVIL ENGINEERINGLANDSCAPE ARCHITECTURESURVEY AND MAPPINGSECURITY CONSULTINGREVISIONS NUMBER DATE DESCRIPTIONSEAL: NUMBER: NCS: CADD: JOB: PLAN: HORIZ: VERT: Gordon SCALE: DATE: SUR: DRW: DES: CHK: 95 3088-0104 (SP) #14-22 JANUARY 2022 LEGEND INTERIOR PARKING LOT TREE PERIMETER LANDSCAPING TREE MATCH LINE SEE SHEET 88 MATCH LINE SEE SHEET 86EVERGREEN SHRUB 25' PRE BLAST AREA (TYP.) CG-6R CG-6R CG-6R CG-6R CG-2 CG-2CG-23.5'R3.5' R60'70'60'60'70'60'60'70'60'60'70'60'1-12"X6" TEE1-6" VALVE1-FH 12" PRIVATE FIRE MAIN PROPOSED PROPERTY LINE PER PENDING BLA PROPOSED PROPERTY LINE PER PENDING BLA 20' FREDERICK WATER EASEMENT20' FREDERICK WATER EASEMENT 20' FREDERICK WATER EASEMENT 20' FREDERICK WATER EASEMENT 1631.00'631.50'25' BUILDING SETBACK 5' PARKING SETBACK 25' BUILDING SETBACK 5' PARKING SETBACK PROPOSED POWER TRANFORMER (SEE MEP PLANS FOR DETAILS) APPROX. LOCATION OF FUTURE SECURITY FENCE NOTES: 1. ALL CURB RADIUS ARE 4.5' UNLESS NOTED. 2. FIRE AND DOMESTIC SERVICE LINE SHALL HAVE A BACKFLOW PREVENTION DEVICE INSTALLED. 3. FIRE AND DOMESTIC SERVICE LINE 2" METER WILL BE INSTALLED IN SPRINKLER ROOM. 4. 8" DOUBLE CHECK DETECTOR ASSEMBLY INSTALLED IN SPRINKLER ROOM. 5. 8" PROTECTUS 3 STAINLESS STEEL FIRE SERVICE METER INSTALLED IN SPRINKLER ROOM. 6. SEE SHEET 2 FOR FIRE LANE SIGNAGE DETAILS. 7. METERS, BLACKFLOW DEVICES AND ASSOCIATED PIPING SHALL BE PER FREDERICK WATER INSPECTORS REQUIREMENTS. 1-12"X6" TEE1-6" VALVE1-FH PROPOSED BOLLARD (TYP.) (SEE FREDERICK WATER DETAIL) PROPOSED BOLLARD (TYP.) (SEE FREDERICK WATER DETAIL) 14' (TYP.)14' (TYP.) 14' (TYP.)14' (TYP.) 12' (TYP.) 12' (TYP.)12' (TYP.)12' (TYP.) 87 144 1-12"VALVE PROPOSED DUMPSTER ENCLOSED (SEE ARCHITECTURAL PLANS FOR DETAILS) FREDERICK WATER EASEMENT10'10'10'10'LIGHT POLE (TYP.) WALL MOUNTED LIGHT (TYP.) 1-12"X12" TEE3-12" VALVES CAP, FLUSHING ASSEMBLY 1-12"X8" TEE 1-12"X8" TEE 12" W/L (WM "A")12" W/L (WM A")2-4 5 ° BE N D S 2-4 5 ° B E N D S SPRINKLER 26" PRIVATE HYDRANT6" PRIVATE HYDRANT12" PRIVATE FIRE MAIN 8" PRIVATE W/L12" W/L (WM B")12" PRIVATE W/LNOTE: 1. ALL CURB RADIUS ARE 4.5' UNLESS NOTED. 2. SEE SHEET 2 FOR FIRE LANE SIGNAGE DETAILS. 3. ALL PRIVATE FIRE HYDRANTS SHALL BE PAINTED PER FREDERICK COUNTY FIRE MARSHAL'S AND FREDERICK WATER'S REQUIREMENTS. 1-12"X12" TEE 25' PRE BLAST AREA (TYP.) END OF FREDERICK WATER OWNERSHIP G1 H G 8" SAN SEW12" SAN SEW C O 4" L A T ( T Y P ) 12" SAN SEW133 186 189 188 187 185 184 183136135134132131130129128 15" STM 24" STM 24" STM 30" STM 30" STM 30" STM 30" STM 15" STM24" STM30" STM30" STM30" STM30" STM30" STM36" STM36" STM G2 TOP=707.80 TOP=707.80TOP=707.80 TOP=707.80 TOP=707.80 TOP=707.80 TOP=707.80 TOP=707.80 TOP=707.80TOP=707.80TOP=707.80 TOP=707.80TOP=707.80 TOP=707.80TOP=707.80 TOP=707.80 TOP=707.80 12" STM12" STM12" STM12" STM12"STM12" STM12" STM12" STM12" STM12" STM12" STM12" STM12" STM12" STM12" STM12" STMRD52 RD51 RD50 RD49 RD48 RD47 RD46 RD45 RD44 RD43 RD42 RD41 RD40 RD39 RD38 RD37 RD36 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 12" STM 15" STM188A188BCO 25' PRE BLAST AREA (TYP.) CG-6R CG-6R CG-6R CG-6R CG-2 CG-2CG-23.5'R3.5' R60'70'60'60'70'60'60'70'60'60'70'60'1-12"X6" TEE1-6" VALVE1-FH 12" PRIVATE FIRE MAIN PROPOSED PROPERTY LINE PER PENDING BLA PROPOSED PROPERTY LINE PER PENDING BLA 20' FREDERICK WATER EASEMENT20' FREDERICK WATER EASEMENT 20' FREDERICK WATER EASEMENT 20' FREDERICK WATER EASEMENT 1631.00'631.50'25' BUILDING SETBACK 5' PARKING SETBACK 25' BUILDING SETBACK 5' PARKING SETBACK PROPOSED POWER TRANFORMER (SEE MEP PLANS FOR DETAILS) APPROX. LOCATION OF FUTURE SECURITY FENCE NOTES: 1. ALL CURB RADIUS ARE 4.5' UNLESS NOTED. 2. FIRE AND DOMESTIC SERVICE LINE SHALL HAVE A BACKFLOW PREVENTION DEVICE INSTALLED. 3. FIRE AND DOMESTIC SERVICE LINE 2" METER WILL BE INSTALLED IN SPRINKLER ROOM. 4. 8" DOUBLE CHECK DETECTOR ASSEMBLY INSTALLED IN SPRINKLER ROOM. 5. 8" PROTECTUS 3 STAINLESS STEEL FIRE SERVICE METER INSTALLED IN SPRINKLER ROOM. 6. SEE SHEET 2 FOR FIRE LANE SIGNAGE DETAILS. 7. METERS, BLACKFLOW DEVICES AND ASSOCIATED PIPING SHALL BE PER FREDERICK WATER INSPECTORS REQUIREMENTS. 1-12"X6" TEE1-6" VALVE1-FH PROPOSED BOLLARD (TYP.) (SEE FREDERICK WATER DETAIL) PROPOSED BOLLARD (TYP.) (SEE FREDERICK WATER DETAIL) 14' (TYP.)14' (TYP.) 14' (TYP.)14' (TYP.) 12' (TYP.) 12' (TYP.)12' (TYP.)12' (TYP.) 87 144 1-12"VALVE PROPOSED DUMPSTER ENCLOSED (SEE ARCHITECTURAL PLANS FOR DETAILS) FREDERICK WATER EASEMENT10'10'10'10'LIGHT POLE (TYP.) WALL MOUNTED LIGHT (TYP.) 1-12"X12" TEE3-12" VALVES CAP, FLUSHING ASSEMBLY 1-12"X8" TEE 1-12"X8" TEE 12" W/L (WM "A")12" W/L (WM A")2-4 5 ° BE N D S 2-4 5 ° B E N D S SPRINKLER 26" PRIVATE HYDRANT6" PRIVATE HYDRANT12" PRIVATE FIRE MAIN 8" PRIVATE W/L12" W/L (WM B")12" PRIVATE W/LNOTE: 1. ALL CURB RADIUS ARE 4.5' UNLESS NOTED. 2. SEE SHEET 2 FOR FIRE LANE SIGNAGE DETAILS. 3. ALL PRIVATE FIRE HYDRANTS SHALL BE PAINTED PER FREDERICK COUNTY FIRE MARSHAL'S AND FREDERICK WATER'S REQUIREMENTS. 1-12"X12" TEE 25' PRE BLAST AREA (TYP.) END OF FREDERICK WATER OWNERSHIP EX. 12' POND ACCESS ROADEX. 12' POND ACCESS ROAD GRID N O RT H VIRGINI A ST AT E N 7 1 0 2 9 2 9E 11583968N 7 1 0 2 3 2 1E 11583663N 7 1 0 2 1 3 0E 11584043N 7 1 0 2 7 3 8E 11584347LANDSCAPE PLAN86 L-LS-110.DWG L-LS-110 1" = 30'N/A GORDON J. MARRONE J. MARRONE P. LAZAREVICH3409/20/2210/27/22FC & FW COMMENTSFREDERICK WATER & VDOT COMMENTSGRAPHICAL SCALE: 1" = 30' 30 15 0 30 60 90 Gordon4501 Daly DriveChantilly, VA 20151Phone: 703-263-1900www.gordon.us.comPROGRAMMING AND PLANNINGCIVIL ENGINEERINGLANDSCAPE ARCHITECTURESURVEY AND MAPPINGSECURITY CONSULTINGREVISIONS NUMBER DATE DESCRIPTIONSEAL: NUMBER: NCS: CADD: JOB: PLAN: HORIZ: VERT: Gordon SCALE: DATE: SUR: DRW: DES: CHK: 95 3088-0104 (SP) #14-22 JANUARY 2022 MATCH LINE SEE SHEET 89 MATCH LINE SEE SHEET 87MATCH LINE SEE SHEET 85 25' PRE BLAST AREA (TYP.) 20' FREDERICK WATER EASEMENT CG-6R CG-6 CG-6 CG-6 CG-6RCG-6RCG-6RCG-6RCG-6RCG-6R 5' SIDEWALK 6' SIDEWALKCG-6CG-6CG-6CG-6CG-6CG-6CG-6RCG-6RCG-6RCG-6RCG-6R CG-6R CG-6 CG-6 CG-6 CG-2 CG-2 CG-2 CG-2 CG-2 CG-2 CG-210' R10'R5'R5'R 5'R4 6 ' R 5'R5'R 5'R 5'R5'R4'R4'R88'R 100'R10'R30' 30' 30' 24'22'24' 24'22'24' 24'22'24'24'24'24'24'22'60'70'60'60'70'60'20' (TYP.)9'(TYP.)20' (TYP.)9'(TYP.)20' (TYP.)9'(TYP.)20' (TYP.)9'(TYP.)20' (TYP.)9'(TYP.)1-12"X6" TEE1-6" VALVE1-FH 1-12"X6" TEE1-6" VALVE1-FH 2-4 5 ° B E N D S 1-12"X6" TEE1-6" VALVE1-FHCG-12B HC RAMP #10 CG-12B HC RAMP #9 PROPOSED PROPERTY LINE PER PENDING BLA 20' FREDERICK WATER EASEMENT 20' FREDERICK WATER EASEMENT 20' FREDERICK WATER EASEMENT 1631.00'631.50'25' BUILDING SETBACK 5' PARKING SETBACK 25' BUILDING SETBACK5' PARKING SETBACKHC SIGN (TYP.) PR. WHEEL STOP (TYP.)13152222151820936181896' SIDEWALKAPPROX. LOCATION OF FUTURE SECURITY FENCE APPROX. LOCATION OF FUTURE SECURITY FENCE APPROX. LOCATION OF FUTURE SECURITY FENCE 14' (TYP.) 14' (TYP.) 12' (TYP.) 12' (TYP.) 12' (TYP.)209.16'10'10'10'10'ADA PATH TO BUILDING ADA PATH TO BUILDING APPROX. LOCATION OF FUTURE 42' SECURITY GATE LIGHT POLE (TYP.) PROPOSED BOLLARD (TYP.) (SEE FREDERICK WATER DETAIL) PR. AIR RELEASE VALVE (FW-11)FIRE LANE STRIPING (TYP.) STOP SIGN (TYP.) WALL MOUNTED LIGHT (TYP.) 1 OF 2 VAN ACCESSIBLE 1 OF 2 VAN ACCESSIBLE 2-22.5 ° B E N D S 1-12"X8" TEE 1-12"X8"TEE SPRINKLER 3SPRINKLER 46" PRIVATE HYDRANT12" PRIVATE FIRE MAIN 12" PRIVATE FIRE MAIN8" PRIVATE W/L8" PRIVATE W/LNOTE: 1. ALL CURB RADIUS ARE 4.5' UNLESS NOTED. 2. SEE SHEET 2 FOR FIRE LANE SIGNAGE DETAILS. 3. ALL PRIVATE FIRE HYDRANTS SHALL BE PAINTED PER FREDERICK COUNTY FIRE MARSHAL'S AND FREDERICK WATER'S REQUIREMENTS. 1-12" VALVE H G E C1 12" SAN SEW8" SAN SEW12" SAN SEW 12" SAN SEW C O4" LAT (TYP)173D 180 173C 183 173B 172A 173A 171A 170A 179 178 173 172 171 170 177 176 174 175 30" STM 30" STM 36" STM 36" STM 42" STM 42" STM 42" STM 42" STM42" STM42" STM42" STM42" STM15" STM 15" STM15" STM15" STM 15" STM 15" STM 15" STM 12" SAN SEW36" STM 182 181 ???" STMDTOP=709.82 TOP=707.26 TOP=708.16 TOP=707.80 TOP=707.30 TOP=707.12 TOP=707.12 TOP=707.12 TOP=707.12 TOP=706.30 TOP=706.30 TOP=706.00 TOP=706.00 TOP=706.00 TOP=706.00 TOP=705.71 TOP=703.81 TOP=702.88 TOP=702.15 TOP=707.80TOP=707.80 12" STM 15" STM12" STM12" STM12" STM12" STM12" STM12" STM 12" STM12" STM 12" STM18" STMRD36 RD35 RD34 179B RD33 179A RD32 178A178C RD31 RD30 RD29 178B 12" SAN SEW F 29+00 30+00 31+00 32+00 33+00 34+00 35+0036+0037+0038+00PI=31+72.39PI=31+98.52PI=34+38.79TOP=708.40 TOP=709.10 12" SAN SEWC2 25' PRE BLAST AREA (TYP.) 20' FREDERICK WATER EASEMENT CG-6R CG-6 CG-6 CG-6 CG-6RCG-6RCG-6RCG-6RCG-6RCG-6R 5' SIDEWALK 6' SIDEWALKCG-6CG-6CG-6CG-6CG-6CG-6CG-6RCG-6RCG-6RCG-6RCG-6R CG-6R CG-6 CG-6 CG-6 CG-2 CG-2 CG-2 CG-2 CG-2 CG-2 CG-210' R10'R5'R5'R 5'R4 6 ' R 5'R5'R 5'R 5'R5'R4'R4'R88'R 100'R10'R30' 30' 30' 24'22'24' 24'22'24' 24'22'24'24'24'24'24'22'60'70'60'60'70'60'20' (TYP.)9'(TYP.)20' (TYP.)9'(TYP.)20' (TYP.)9'(TYP.)20' (TYP.)9'(TYP.)20' (TYP.)9'(TYP.)1-12"X6" TEE1-6" VALVE1-FH 1-12"X6" TEE1-6" VALVE1-FH 2-4 5 ° B E N D S 1-12"X6" TEE1-6" VALVE1-FHCG-12B HC RAMP #10 CG-12B HC RAMP #9 PROPOSED PROPERTY LINE PER PENDING BLA 20' FREDERICK WATER EASEMENT 20' FREDERICK WATER EASEMENT 20' FREDERICK WATER EASEMENT 1631.00'631.50'25' BUILDING SETBACK 5' PARKING SETBACK 25' BUILDING SETBACK5' PARKING SETBACKHC SIGN (TYP.) PR. WHEEL STOP (TYP.)13152222151820936181896' SIDEWALKAPPROX. LOCATION OF FUTURE SECURITY FENCE APPROX. LOCATION OF FUTURE SECURITY FENCE APPROX. LOCATION OF FUTURE SECURITY FENCE 14' (TYP.) 14' (TYP.) 12' (TYP.) 12' (TYP.) 12' (TYP.)209.16'10'10'10'10'ADA PATH TO BUILDING ADA PATH TO BUILDING APPROX. LOCATION OF FUTURE 42' SECURITY GATE LIGHT POLE (TYP.) PROPOSED BOLLARD (TYP.) (SEE FREDERICK WATER DETAIL) PR. AIR RELEASE VALVE (FW-11)FIRE LANE STRIPING (TYP.) STOP SIGN (TYP.) WALL MOUNTED LIGHT (TYP.) 1 OF 2 VAN ACCESSIBLE 1 OF 2 VAN ACCESSIBLE 2-22.5 ° B E N D S 1-12"X8" TEE 1-12"X8"TEE SPRINKLER 3SPRINKLER 46" PRIVATE HYDRANT12" PRIVATE FIRE MAIN 12" PRIVATE FIRE MAIN8" PRIVATE W/L8" PRIVATE W/LNOTE: 1. ALL CURB RADIUS ARE 4.5' UNLESS NOTED. 2. SEE SHEET 2 FOR FIRE LANE SIGNAGE DETAILS. 3. ALL PRIVATE FIRE HYDRANTS SHALL BE PAINTED PER FREDERICK COUNTY FIRE MARSHAL'S AND FREDERICK WATER'S REQUIREMENTS. 1-12" VALVE CEX. BEX. EX. 12" SAN SEW EX. 12" SAN SEW EX. 12' POND ACCESS ROAD EX. 20' FREDERICK WATER EASEMENT GRID NO RT H VIRGINI A ST AT EN 7 1 0 3 6 9 3 E 11584351N 7 1 0 3 0 8 5E 11584046N 7 1 0 2 8 9 5E 11584426N 7 1 0 3 5 2 5E 11584692LANDSCAPE PLAN87 L-LS-110.DWG L-LS-110 1" = 30'N/A GORDON J. MARRONE J. MARRONE P. LAZAREVICH3409/20/2210/27/22FC & FW COMMENTSFREDERICK WATER & VDOT COMMENTSGRAPHICAL SCALE: 1" = 30' 30 15 0 30 60 90 Gordon4501 Daly DriveChantilly, VA 20151Phone: 703-263-1900www.gordon.us.comPROGRAMMING AND PLANNINGCIVIL ENGINEERINGLANDSCAPE ARCHITECTURESURVEY AND MAPPINGSECURITY CONSULTINGREVISIONS NUMBER DATE DESCRIPTIONSEAL: NUMBER: NCS: CADD: JOB: PLAN: HORIZ: VERT: Gordon SCALE: DATE: SUR: DRW: DES: CHK: 95 3088-0104 (SP) #14-22 JANUARY 2022 MATCH LINE SEE SHEET 90MATCH LINE SEE SHEET 86 5 44 5 97 6 47 5 51 9 60 8 18 6 26 7 34 8 02 8 95 75' BUILDING SETBACK25' PARKING SETBACK28' CL I RIP RAP DEPTH = 2.5'CG-6RCG-6RCG-6RCG-6RCG-6RCG-6R CG-6 CG-6CG-6R CG-6CG-6 CG-2 CG-2CG-6R CG-6 CG-6RCG-6RCG-6CG-6CG-6RCG-6RCG-2 CG-2 CG-2CG-2 5' SIDEWALK 5' SIDEWA L K 5' SIDEWALK 6' SIDEWALK6' SIDEWALKCG-65'R 5'R5 'R 5' R 5'R5'R 5'R5'R 15'R1 5 'R 15 ' R15'R5'R10'R80'R 30'R 5'R10' R 24' 24' 24' 24'24'24' 24' 24' 24'24'24' 24'45'45'60'70'60'24'24'5 0 ' R 2 5 ' R 74'R 50'R CG- 6CG- 6 R CG-6 CG-6R24'CG-6 CG-6 20' (TYP.)9'(TYP.)20' (TYP.)9'(TYP.)20' (TYP.)9'(TYP.)1-12"X6" TEE1-6" VALVE1-FH1-12"X6" TEE1-6" VALVE1-FHCG-12B HC RAMP #2 CG-12BHC RAMP # 1 CG-12B HC RAMP #3 CG-12B HC RAMP #4 CG-12B HC RAMP #8 1631.00'631.50'HC SIGN (TYP.) PR. WHEEL STOP (TYP.)1710111638303416203430APPROX. LOCATION OF FUTURE GUARD HOUSE APPROX. LOCATION OF FUTURE SECURITY FENCE PROPOSED BOLLARD (TYP.) (SEE FREDERICK WATER DETAIL) 14' (TYP.) 12' (TYP.) 344.14'10'10'ADA PATH TO BUILDING APPROX. LOCATION OF FUTURE 42' SECURITY GATE LIGHT POLE (TYP.) FIRE LANE STRIPING (TYP.) STOP SIGN (TYP.) WALL MOUNTED LIGHT (TYP.) APPROX. LOCATION OF 4' HIGH 20' X 4' FREESTANDING MONUMENT SIGN 40'1-45°BEND 1-12"X8" TEE 1-45°BEND SPRINKLER 76" PRIVATE HYDRANT12" PRIVATE FIRE MAIN 12" PRIVATE FIRE MAIN 8" PRIVATE W/LNOTE: 1. ALL CURB RADIUS ARE 4.5' UNLESS NOTED. 2. SEE SHEET 2 FOR FIRE LANE SIGNAGE DETAILS. 3. ALL PRIVATE FIRE HYDRANTS SHALL BE PAINTED PER FREDERICK COUNTY FIRE MARSHAL'S AND FREDERICK WATER'S REQUIREMENTS. 1-12" VALVE 116 140 115 113 114 112 141 143142 144 111 144A 110 42" STM42" STM42" STM42" STM42" STM42" STM48" STM24" STM30" STM30" STM 30" S T M 36" ST M 36" STM 15"STM15"STM142A TOP=708.40 TOP=708.39 TOP=707.31 TOP=707.76 TOP=708.00 TOP=706.95 TOP=708.62 TOP=705.79TOP=705.96 TOP=705.79 TOP=704.40 TOP=703.32 INV=688.00 TOP=703.42 12" STM12" STM12" STM15" STM12" STM12" STM12" STM15" STM12" STM12" STM12" STM15" STMRD1 RD2 RD3 143A 141A 141B RD4 143B 144C RD6RD5 144B 10 + 0 011+0012+0013+0055+0056+0057+00 58 + 0 0 58 + 3 3 PI=57+79.15PI=10+65.89PC=57+16.82PT=57+16.82TOP=708.10 TOP=709.10 TOP=709.1075' BUILDING SETBACK25' PARKING SETBACK28' CL I RIP RAP DEPTH = 2.5'CG-6RCG-6RCG-6RCG-6RCG-6RCG-6R CG-6 CG-6CG-6R CG-6CG-6 CG-2 CG-2CG-6R CG-6 CG-6RCG-6RCG-6CG-6CG-6RCG-6RCG-2 CG-2 CG-2CG-2 5' SIDEWALK 5' SIDEWA L K 5' SIDEWALK 6' SIDEWALK6' SIDEWALKCG-65'R 5'R5 'R 5' R 5'R5'R 5'R5'R 15'R1 5 'R 15 ' R15'R5'R10'R80'R 30'R 5'R10' R 24' 24' 24' 24'24'24' 24' 24' 24'24'24' 24'45'45'60'70'60'24'24'5 0 ' R 2 5 ' R 74'R 50'R CG- 6CG- 6 R CG-6 CG-6R24'CG-6 CG-6 20' (TYP.)9'(TYP.)20' (TYP.)9'(TYP.)20' (TYP.)9'(TYP.)1-12"X6" TEE1-6" VALVE1-FH1-12"X6" TEE1-6" VALVE1-FHCG-12B HC RAMP #2 CG-12BHC RAMP # 1 CG-12B HC RAMP #3 CG-12B HC RAMP #4 CG-12B HC RAMP #8 1631.00'631.50'HC SIGN (TYP.) PR. WHEEL STOP (TYP.)1710111638303416203430APPROX. LOCATION OF FUTURE GUARD HOUSE APPROX. LOCATION OF FUTURE SECURITY FENCE PROPOSED BOLLARD (TYP.) (SEE FREDERICK WATER DETAIL) 14' (TYP.) 12' (TYP.) 344.14'10'10'ADA PATH TO BUILDING APPROX. LOCATION OF FUTURE 42' SECURITY GATE LIGHT POLE (TYP.) FIRE LANE STRIPING (TYP.) STOP SIGN (TYP.) WALL MOUNTED LIGHT (TYP.) APPROX. LOCATION OF 4' HIGH 20' X 4' FREESTANDING MONUMENT SIGN 40'1-45°BEND 1-12"X8" TEE 1-45°BEND SPRINKLER 76" PRIVATE HYDRANT12" PRIVATE FIRE MAIN 12" PRIVATE FIRE MAIN 8" PRIVATE W/LNOTE: 1. ALL CURB RADIUS ARE 4.5' UNLESS NOTED. 2. SEE SHEET 2 FOR FIRE LANE SIGNAGE DETAILS. 3. ALL PRIVATE FIRE HYDRANTS SHALL BE PAINTED PER FREDERICK COUNTY FIRE MARSHAL'S AND FREDERICK WATER'S REQUIREMENTS. 1-12" VALVEN46°37'15"W 691.41'N46°37'15"W 691.41'3 9 + 0 040+0041+0042+0043+0044+0045+00PT=43+0 0 . 7 6 36EX. 37EX. 36AEX. 34CEX. 34BEX. 38EX. 39BEX. 39 39AEX.EX. 36" STMEX. 36" STME X . 3 6 " S TM EX. 36" STMEX. 36" STM EX. 15" STMEX. 21" S T M EX. 15" STMEX. 15" STM EX. 15" STM EX. 15" STMEX. 3 0 " S T M EX. 36" STME X . 3 0 " S T M EX. 12" W/L (WM "B")1 5 + 0 016+0017+0018+0019+0020+0021+00E X . 1 2 " W / L (W M " B " ) 35EX. 35BEX. 35AEX.EX. 15" STM36CEX. 34AEX. 34EX. 36BEX. E X . 1 5 " S T M EX. 15" STM36DEX.EX. S IGHT D ISTANCE EASEMENTEX. R.O.W.EX. R.O.W.EX. CG-6EX. CG-2EX. CG-2EX. CG-6EX. CG -6EX. CG-6EX. CG-2EX. CG-2EX. 10' SHARED USETRAILEX. 1 2 ' P O N D A C C E S S R O A D TAX MAP NO. 64-A-79 DB. 659 PG. 175 DB. 800 PG. 1693 INSTR. #070015617 ZONED: RA EX. 20' FREDERICKWATER EASEMENTEX. 17' SHARED USETRAIL EASEMENTCOVERSTONE DRIVEVARIABLE WIDTH PUBLIC RIGHT-OF-WAYEXPOND 275'R75'R GRID NO RT H VIRGINI A ST AT E N 7 1 0 1 8 9 6E 11584121N 7 1 0 1 2 8 8E 11583816N 7 1 0 1 0 1 4E 11584191N 7 1 0 1 6 8 9E 11584542N 7 1 0 1 5 8 9E 11584237LANDSCAPE PLAN88 L-LS-110.DWG L-LS-110 1" = 30'N/A GORDON J. MARRONE J. MARRONE P. LAZAREVICH208/12/22FREDERICK WATER & VDOT COMMENTSGRAPHICAL SCALE: 1" = 30' 30 15 0 30 60 90 Gordon4501 Daly DriveChantilly, VA 20151Phone: 703-263-1900www.gordon.us.comPROGRAMMING AND PLANNINGCIVIL ENGINEERINGLANDSCAPE ARCHITECTURESURVEY AND MAPPINGSECURITY CONSULTINGREVISIONS NUMBER DATE DESCRIPTIONSEAL: NUMBER: NCS: CADD: JOB: PLAN: HORIZ: VERT: Gordon SCALE: DATE: SUR: DRW: DES: CHK: 95 3088-0104 (SP) #14-22 JANUARY 2022 MATCH LINE SEE SHEET 85 MATCH LINE SEE SHEET 89 PROPOSED RETAINING WALL W/ HANDRAILS "DESIGN BY OTHERS"60'70'60'60'70'60'60'70'60'24'24'24'CG-6 CG-6R CG-6 CG-6R CG-6 CG-6R CG-6 CG-6 CG-6 CG-6 1-12"X6" TEE1-6" VALVE1-FH 1-12"X6" TEE1-6" VALVE1-FH 28' CL I RIP RAP DEPTH = 2.5' 1631.00'631.50'APPROX. LOCATION OF FUTURE SECURITY FENCE PROPOSED BOLLARD (TYP.) (SEE FREDERICK WATER DETAIL) PROPOSED BOLLARD (TYP.) (SEE FREDERICK WATER DETAIL) 91 12' (TYP.) 12' (TYP.) 12' (TYP.) 14' (TYP.)14' (TYP.) 14' (TYP.) 123 10'10'10'10'PR. GUARDRAILEND TERMINAL(VDOT GR-MGS2) PR. GUARDRAIL (VDOT GR-MGS1)LIGHT POLE (TYP.) WALL MOUNTED LIGHT (TYP.) 1-12"X8" TEESPRINKLER 66" PRIVATE HYDRANT6" PRIVATE HYDRANT12" PRIVATE FIRE MAIN12" PRIVATE FIRE MAIN 8" PRIVATE W/LNOTE: 1. ALL CURB RADIUS ARE 4.5' UNLESS NOTED. 2. SEE SHEET 2 FOR FIRE LANE SIGNAGE DETAILS. 3. ALL PRIVATE FIRE HYDRANTS SHALL BE PAINTED PER FREDERICK COUNTY FIRE MARSHAL'S AND FREDERICK WATER'S REQUIREMENTS. 151 145 158156154146 159157155 159A157A155A147144A 153 48" STM48" STM48" STM48" STM48" STM 48" STM48" STM 15"STM15"STM15"STM15"STM24" STM24" STM INV=670.00 TOP=705.79 TOP=706.27 TOP=706.27 TOP=706.17 TOP=705.79TOP=705.79 TOP=706.27TOP=706.27 TOP=706.27 TOP=703.32TOP=703.32 TOP=703.32TOP=703.32 TOP=692.51 TOP=681.71 48" STM 12" STM12" STM12" STM12" STM12" STM12" STM12" STM 12" STM12" STM12" STM 12" STM12" STM12" STM12" STM12" STM 12" STM12" STM12" STM 12" STM12" STM12" STM12" STM12" STM12" STM12" STM12" STM15" STM12" STM12" STM12" STM15" STM12" STM12" STM12" STM15" STM144C RD6RD5 144B RD7 145A 145B RD8 RD9 146A 146B RD10 RD11 154A 154B RD12 RD13 155B 155C RD14 RD16 156B156A RD15 RD17 157B 157C RD18 RD19 158A 158B RD20 RD21 159B 47+0048+0049+0050+0051+0052+0053+0054+0055+00 TOP=709.10 TOP=709.10 TOP=709.10 TOP=709.10 TOP=709.10 TOP=709.10 TOP=709.10 TOP=709.10 PROPOSED RETAINING WALL W/ HANDRAILS "DESIGN BY OTHERS"60'70'60'60'70'60'60'70'60'24'24'24'CG-6 CG-6R CG-6 CG-6R CG-6 CG-6R CG-6 CG-6 CG-6 CG-6 1-12"X6" TEE1-6" VALVE1-FH 1-12"X6" TEE1-6" VALVE1-FH 28' CL I RIP RAP DEPTH = 2.5' 1631.00'631.50'APPROX. LOCATION OF FUTURE SECURITY FENCE PROPOSED BOLLARD (TYP.) (SEE FREDERICK WATER DETAIL) PROPOSED BOLLARD (TYP.) (SEE FREDERICK WATER DETAIL) 91 12' (TYP.) 12' (TYP.) 12' (TYP.) 14' (TYP.)14' (TYP.) 14' (TYP.) 123 10'10'10'10'PR. GUARDRAILEND TERMINAL(VDOT GR-MGS2) PR. GUARDRAIL (VDOT GR-MGS1)LIGHT POLE (TYP.) WALL MOUNTED LIGHT (TYP.) 1-12"X8" TEESPRINKLER 66" PRIVATE HYDRANT6" PRIVATE HYDRANT12" PRIVATE FIRE MAIN12" PRIVATE FIRE MAIN 8" PRIVATE W/LNOTE: 1. ALL CURB RADIUS ARE 4.5' UNLESS NOTED. 2. SEE SHEET 2 FOR FIRE LANE SIGNAGE DETAILS. 3. ALL PRIVATE FIRE HYDRANTS SHALL BE PAINTED PER FREDERICK COUNTY FIRE MARSHAL'S AND FREDERICK WATER'S REQUIREMENTS. EXPOND 3AEX. 12' PONDACCESS ROADGRID NO RT H VIRGINI A ST AT E N 7 1 0 2 6 6 0E 11584504N 7 1 0 2 0 5 2E 11584199N 7 1 0 1 8 3 9E 11584629N 7 1 0 2 4 3 7E 11584950N 7 1 0 2 3 1 3E 11584601GRID NO RT H VIRGINI A ST AT E LANDSCAPE PLAN89 L-LS-110.DWG L-LS-110 1" = 30'N/A GORDON J. MARRONE J. MARRONE P. LAZAREVICH GRAPHICAL SCALE: 1" = 30' 30 15 0 30 60 90 Gordon4501 Daly DriveChantilly, VA 20151Phone: 703-263-1900www.gordon.us.comPROGRAMMING AND PLANNINGCIVIL ENGINEERINGLANDSCAPE ARCHITECTURESURVEY AND MAPPINGSECURITY CONSULTINGREVISIONS NUMBER DATE DESCRIPTIONSEAL: NUMBER: NCS: CADD: JOB: PLAN: HORIZ: VERT: Gordon SCALE: DATE: SUR: DRW: DES: CHK: 95 3088-0104 (SP) #14-22 JANUARY 2022 MATCH LINE SEE SHEET 86 MATCH LINE SEE SHEET 90MATCH LINE SEE SHEET 88 60'70'60'60'70'60'24'24'CG-6 CG-6R CG-6 CG-6R CG-6 CG-6CG-6 CG-6 CG-6R CG-6RCG-650'R 74'R 5' R 30'R25'R49'R10 ' R 10'R10' R10'R30'25'25'CG-2 CG-2CG-6RCG-6RCG-6RCG-6R6' SIDEWALK6' SIDEWALKCG-6 CG-6R CG-6 CG-6CG-6CG-6CG-6CG-2 CG-2 CG-2 CG-2 CG-2 CG-6RCG-6RCG-6R5'R5'R 5'R 5'R 5'R5'R5'R 5'R5'R10' R10'R150'R120'R66'R5'R5'R 108'R30' 30' 30' 3 0 ' 24' 22'24' 24' 24'22'24'24'24'22' 20' (TYP.)9'(TYP.)20' (TYP.)9'(TYP.)20' (TYP.)9'(TYP.)PROPOSED RETAINING WALL W/ HANDRAILS "DESIGN BY OTHERS" 1-12"X6" TEE1-6" VALVE1-FH 1-45°BEND 1-45° BEND1-12"X6" TEE1-6" VALVE1-FH 1-12"X6" TEE1-6" VALVE1-FHCG-12B HC RAMP #9 1631.00'631.50'HC SIGN (TYP.) PR. WHEEL STOP (TYP.)361818922772418182215APPROX. LOCATION OF FUTURE SECURITY FENCE12' (TYP.) 12' (TYP.) 14' (TYP.)14' (TYP.) 30 8 . 5 5 '10'10'10'10'PR. GUARDRAIL (VDOT GR-MGS1) PR. GUARDRAIL (VDOT GR-MGS1) ADA PATH TO BUILDING APPROX. LOCATION OF FUTURE 42' SECURITY GATE PR. GUARDRAILEND TERMINAL(VDOT GR-MGS2) PR. GUARDRAIL (VDOT GR-MGS1) PROPOSED BOLLARD (TYP.) (SEE FREDERICK WATER DETAIL) FIRE LANE STRIPING (TYP.) STOP SIGN (TYP.) WALL MOUNTED LIGHT (TYP.) LIGHT POLE (TYP.) 1-12"X8" TEE1-12"X8" TEE SPRINKLER 5SPRINKLER 812" PRIVATE FIRE MAIN 12" PRIVATE FIRE MAIN 8" PRIVATE W/L8" PRIVATE W/LNOTE: 1. ALL CURB RADIUS ARE 4.5' UNLESS NOTED. 2. SEE SHEET 2 FOR FIRE LANE SIGNAGE DETAILS. 3. ALL PRIVATE FIRE HYDRANTS SHALL BE PAINTED PER FREDERICK COUNTY FIRE MARSHAL'S AND FREDERICK WATER'S REQUIREMENTS. 1-12" VALVE 164A 164 166 165 166B 170A 166A 169 168 170 162160161159 165A 163 161A159A 42" STM42" STM42" STM15" STM48" STM48" STM 48" STM48" STM 48" STM48" STM48" STM 1 5 " S T M 15"STM15"STM15" STM15" STM15" STM TOP=710.06 TOP=708.21 TOP=707.78 TOP=708.63 TOP=707.12 TOP=707.12 TOP=707.12 TOP=706.00 TOP=705.90 TOP=706.00 TOP=706.27TOP=706.27 TOP=706.27 TOP=706.27 TOP=704.34 TOP=705.00 TOP=703.32TOP=703.32 12" STM12" STM12" STM 12" STM12" STM12" STM12" STM12" STM12" STM12" STM12" STM 12" STM12" STM12" STM12" STM 12" STMRD21 159B 159C RD22 RD23 160A 160B RD24 RD25 161B 161C RD26 RD27 162A 162B RD28 38+0039+0040+0041+0042+0043+0044+0045+0046+00 PI=41+23.35 TOP=709.10 TOP=709.10 TOP=709.10 TOP=708.3060'70'60'60'70'60'24'24'CG-6 CG-6R CG-6 CG-6R CG-6 CG-6CG-6 CG-6 CG-6R CG-6RCG-650'R 74'R 5' R 30'R25'R49'R10 ' R 10'R10' R10'R30'25'25'CG-2 CG-2CG-6RCG-6RCG-6RCG-6R6' SIDEWALK6' SIDEWALKCG-6 CG-6R CG-6 CG-6CG-6CG-6CG-6CG-2 CG-2 CG-2 CG-2 CG-2 CG-6RCG-6RCG-6R5'R5'R 5'R 5'R 5'R5'R5'R 5'R5'R10' R10'R150'R120'R66'R5'R5'R 108'R30' 30' 30' 3 0 ' 24' 22'24' 24' 24'22'24'24'24'22' 20' (TYP.)9'(TYP.)20' (TYP.)9'(TYP.)20' (TYP.)9'(TYP.)PROPOSED RETAINING WALL W/ HANDRAILS "DESIGN BY OTHERS" 1-12"X6" TEE1-6" VALVE1-FH 1-45°BEND 1-45° BEND1-12"X6" TEE1-6" VALVE1-FH 1-12"X6" TEE1-6" VALVE1-FHCG-12B HC RAMP #9 1631.00'631.50'HC SIGN (TYP.) PR. WHEEL STOP (TYP.)361818922772418182215APPROX. LOCATION OF FUTURE SECURITY FENCE12' (TYP.) 12' (TYP.) 14' (TYP.)14' (TYP.) 30 8 . 5 5 '10'10'10'10'PR. GUARDRAIL (VDOT GR-MGS1) PR. GUARDRAIL (VDOT GR-MGS1) ADA PATH TO BUILDING APPROX. LOCATION OF FUTURE 42' SECURITY GATE PR. GUARDRAILEND TERMINAL(VDOT GR-MGS2) PR. GUARDRAIL (VDOT GR-MGS1) PROPOSED BOLLARD (TYP.) (SEE FREDERICK WATER DETAIL) FIRE LANE STRIPING (TYP.) STOP SIGN (TYP.) WALL MOUNTED LIGHT (TYP.) LIGHT POLE (TYP.) 1-12"X8" TEE1-12"X8" TEE SPRINKLER 5SPRINKLER 812" PRIVATE FIRE MAIN 12" PRIVATE FIRE MAIN 8" PRIVATE W/L8" PRIVATE W/LNOTE: 1. ALL CURB RADIUS ARE 4.5' UNLESS NOTED. 2. SEE SHEET 2 FOR FIRE LANE SIGNAGE DETAILS. 3. ALL PRIVATE FIRE HYDRANTS SHALL BE PAINTED PER FREDERICK COUNTY FIRE MARSHAL'S AND FREDERICK WATER'S REQUIREMENTS. 1-12" VALVE XXX13+00 14+0015+0016+00PT=18+10.74P R C = 1 5 + 0 3 . 6 1 KEX. EX. 8" SAN S E W 15EX. 15AEX. 13AEX. 14EX. 13EX. 12BEX. 12AEX. 12EX. 11EX. 10EX. EX. 3 0 " S T M EX. 30" STMEX. 30" STM EX. 30" STM E X . 4 2 " S TM E X . 1 5 " S T M EX. 15" STMEX . 1 5 " S T M E X . 1 5 " S T M EX. 2 4 " S T M EX. 42" STM11DEX. 16EX.EX. 24" STM 11BEX. 11AEX.EX 45"x29" STMEX. 30 " STM 80EX. 80AEX. 11CEX.EX 45"x29" STMEX. 6" STM 18DEX.EX. 8" SAN SEWEX. 36" STMEX. 36" STM EX. 36" STM 8EX.8BEX.EX. CG-2EX. CG-6EX. CG-2EX. CG-6EX. R.O.W.EX. SIGHT DISTANCE EASEMENT EX. 12' POND ACCESS ROADEXPOND 3A COVERST O N E D RI V E VARIABLE WI D T H P U B LI C RI G H T- O F- W A Y GRID NO RT H VIRGINI A ST AT E N 7 1 0 3 4 7 6 E 11584917N 7 1 0 2 8 1 6E 11584582N 7 1 0 2 6 0 7E 11585007N 7 1 0 3 2 7 2E 11585343LANDSCAPE PLAN90 L-LS-110.DWG L-LS-110 1" = 30'N/A GORDON J. MARRONE J. MARRONE P. LAZAREVICH GRAPHICAL SCALE: 1" = 30' 30 15 0 30 60 90 Gordon4501 Daly DriveChantilly, VA 20151Phone: 703-263-1900www.gordon.us.comPROGRAMMING AND PLANNINGCIVIL ENGINEERINGLANDSCAPE ARCHITECTURESURVEY AND MAPPINGSECURITY CONSULTINGREVISIONS NUMBER DATE DESCRIPTIONSEAL: NUMBER: NCS: CADD: JOB: PLAN: HORIZ: VERT: Gordon SCALE: DATE: SUR: DRW: DES: CHK: 95 3088-0104 (SP) #14-22 JANUARY 2022 MATCH LINE SEE SHEET 87 MATCH LINE SEE SHEET 89 NOTES: 1. SET TOP OF ROOTBALL 1/2"-1" ABOVE FINISH GRADE. 2.PRUNE OUT DEAD OR BROKEN BRANCHES. 3. PLANTING PITS PER PART 6: SITEWORK, GEOTECHNICAL, AND LANDSCAPING. PLAN VIEW OF GUYING WIRE LAYOUT SOIL PEDESTAL UNDISTURBED PLANTING HOLE 2-3X WIDTH OF ROOT BALL CUT & REMOVE BURLAP FROM TOP 1/3 OF SHRUB BALL AS SHOWN. *IF CONTAINER GROWN, REMOVE CONTAINER AND SCARIFY ROOTBALL BACKFILL WITH 1/2 CLEAN EXISTING SOIL, 1/4 CERTIFIED TOPSOIL, AND 1/4 ORGANIC MATERIAL APPROVED BY THE LANDSCAPE ARCHITECT 3" MULCH PLANTING HOLE 2-3X WIDTH OF ROOT BALL SOIL PEDESTALUNDISTURBED NOTES: 1. STAKING AND GUYING MAY BE REQUIRED TO COUNTER HIGH WINDS, SOIL SETTLEMENT, OR OTHER CONDITIONS THREATENING TREE HEALTH OR SUITABLE GROWTH PATTERNS. NOTES: 1. STAKING AND GUYING MAY BE REQUIRED TO COUNTER HIGH WINDS, SOIL SETTLEMENT, STEEP SLOPES, VANDALISM, OR OTHER CONDITIONS THREATENING TREE HEALTH OR SUITABLE GROWTH PATTERNS. 2. AT TIME OF PLANTING PRUNE ONLY CROSSING LIMBS, BROKEN OR DEAD BRANCHES, AND ANY BRANCHES THAT POSE A HAZARD TO PEDESTRIANS. MIN.MIN. 3" (7.5 CM) TEMPORARY SOIL SAUCER TOP OF ROOTBALL TO BE SET 10% ABOVE THE LEVEL OF SURROUNDING SOIL REMOVE ALL WIRE, PLASTIC, ROPE, AND BURLAP (NATURAL AND SYNTHETIC) FROM TOP HALF OF ROOT BALL AND FROM SITE. IF CONTAINER GOWN, REMOVE CONTAINER AND CUT CIRCLING ROOTS. BACKFILL WITH 1/2 CLEAN EXISTING SOIL, 1/4 CERTIFIED TOPSOIL, AND 1/4 ORGANIC MATERIAL APPROVED BY THE LANDSCAPE ARCHITECT REMOVE TAGS, LABELS, AND PLASTIC SLEEVING. DO NOT STAKE UNLESS SPECIFIED (SEE NOTE). DO NOT WRAP TRUNK. 3" (7.5 CM) MULCH, DO NOT PLACE MULCH ADJACENT TO TRUNK THREE STRANDS OF GALVANIZED WIRE GUY 12 GAUGE. ALLOW FOR SLIGHT AMOUNT OF MOVEMENT. 8 FT x 2 IN x 2 IN (2.4 M x 5 CM x 5 CM) HARDWOOD STAKE, 2 FT-6 IN (0.8 M) MIN. BELOW SURFACE. STAKE SHALL BE DRIVEN A MIN. 18 IN (46 CM) OUT FROM TRUNK AND OUTSIDE OF ROOTBALL. INCORPORATE SLOW-RELEASE GRANULAR FERTILIZER NOTE: ONLY STAKE TREES WITH LARGE CROWNS, 2 IN (5 CM) CALIPER OR GREATER, IF LOCATED ON WINDY SITES, OR WHERE TAMPERING MAY OCCUR. 12 GAUGE GALVANIZED WIRE THREE 2 IN x 2 IN (5 CM x 5 CM) HARDWOOD STAKES 3" (7.5 CM) TEMPORARY SOIL SAUCER TOP OF ROOTBALL TO BE SET 10% ABOVE THE LEVEL OF SURROUNDING SOIL REMOVE ALL WIRE, PLASTIC, ROPE, AND BURLAP (NATURAL AND SYNTHETIC) FROM TOP HALF OF ROOT BALL AND FROM SITE. IF CONTAINER GOWN, REMOVE CONTAINER AND CUT CIRCLING ROOTS. BACKFILL WITH 1/2 CLEAN EXISTING SOIL, 1/4 CERTIFIED TOPSOIL, AND 1/4 ORGANIC MATERIAL APPROVED BY THE LANDSCAPE ARCHITECT REMOVE TAGS, LABELS, AND PLASTIC SLEEVING. DO NOT STAKE UNLESS SPECIFIED (SEE NOTE). DO NOT WRAP TRUNK. PRUNE SUCKERS 3" (7.5 CM) MULCH, DO NOT PLACE MULCH ADJACENT TO TRUNK THREE STRANDS OF GALVANIZED WIRE GUY 12 GAUGE. ALLOW FOR SLIGHT AMOUNT OF MOVEMENT. 8 FT x 2 IN x 2 IN (2.4 M x 5 CM x 5 CM) HARDWOOD STAKE, 2 FT-6 IN (0.8 M) MIN. BELOW SURFACE. STAKE SHALL BE DRIVEN A MIN. 18 IN (46 CM) OUT FROM TRUNK AND OUTSIDE OF ROOTBALL. INCORPORATE SLOW-RELEASE GRANULAR FERTILIZER PLAN VIEW OF GUYING WIRE LAYOUT 12 GAUGE GALVANIZED WIRE THREE 2 IN x 2 IN (5 CM x 5 CM) HARDWOOD STAKES EVERGREEN TREE PLANTING DETAILDECIDUOUS TREE PLANTING DETAIL SHRUB PLANTING DETAIL LANDSCAPE COMPUTATIONS AND DETAILS91 L-LS-110.DWG L-LS-110 N/AN/A GORDON J. MARRONE J. MARRONE P. LAZAREVICH2308/12/2209/20/22FREDERICK WATER & VDOT COMMENTSFC & FW COMMENTSGordon4501 Daly DriveChantilly, VA 20151Phone: 703-263-1900www.gordon.us.comPROGRAMMING AND PLANNINGCIVIL ENGINEERINGLANDSCAPE ARCHITECTURESURVEY AND MAPPINGSECURITY CONSULTINGREVISIONS NUMBER DATE DESCRIPTIONSEAL: NUMBER: NCS: CADD: JOB: PLAN: HORIZ: VERT: Gordon SCALE: DATE: SUR: DRW: DES: CHK: 95 3088-0104 (SP) #14-22 JANUARY 2022 NOTES: 1. BUFFER REQUIREMENT MET THROUGH STRIP OF MATURE WOODLANDS IN LIEU OF M1 TO B2 BUFFER. SEE SHEET 84 FOR CALLOUT AND LOCATION OF THIS BUFFER. 2. ALL LANDSCAPING WILL CONFORM TO THE REQUIREMENTS AND BE IN GENERAL CONFORMANCE WITH THE FREDERICK COUNTY ZONING ORDINANCE §165-203.01 3. NO TREES OR SHRUBS SHALL BE PLACED ON FREDERICK WATER EASEMENTS. LANDSCAPE PLANTING DETAILS APPROVED PROFFER STATEMENT92 C-GI-100.DWG C-GI-100 N/AN/A GORDON J. MARRONE J. MARRONE P. LAZAREVICHGordon4501 Daly DriveChantilly, VA 20151Phone: 703-263-1900www.gordon.us.comPROGRAMMING AND PLANNINGCIVIL ENGINEERINGLANDSCAPE ARCHITECTURESURVEY AND MAPPINGSECURITY CONSULTINGREVISIONS NUMBER DATE DESCRIPTIONSEAL: NUMBER: NCS: CADD: JOB: PLAN: HORIZ: VERT: Gordon SCALE: DATE: SUR: DRW: DES: CHK: 95 3088-0104 (SP) #14-22 JANUARY 2022 APPROVED PROFFER STATEMENT93 C-GI-100.DWG C-GI-101 N/AN/A GORDON J. MARRONE J. MARRONE P. LAZAREVICHGordon4501 Daly DriveChantilly, VA 20151Phone: 703-263-1900www.gordon.us.comPROGRAMMING AND PLANNINGCIVIL ENGINEERINGLANDSCAPE ARCHITECTURESURVEY AND MAPPINGSECURITY CONSULTINGREVISIONS NUMBER DATE DESCRIPTIONSEAL: NUMBER: NCS: CADD: JOB: PLAN: HORIZ: VERT: Gordon SCALE: DATE: SUR: DRW: DES: CHK: 95 3088-0104 (SP) #14-22 JANUARY 2022 APPROVED PROFFER STATEMENT94 C-GI-100.DWG C-GI-103 N/AN/A GORDON J. MARRONE J. MARRONE P. LAZAREVICHGordon4501 Daly DriveChantilly, VA 20151Phone: 703-263-1900www.gordon.us.comPROGRAMMING AND PLANNINGCIVIL ENGINEERINGLANDSCAPE ARCHITECTURESURVEY AND MAPPINGSECURITY CONSULTINGREVISIONS NUMBER DATE DESCRIPTIONSEAL: NUMBER: NCS: CADD: JOB: PLAN: HORIZ: VERT: Gordon SCALE: DATE: SUR: DRW: DES: CHK: 95 3088-0104 (SP) #14-22 JANUARY 2022 APPROVED PROFFER STATEMENT95 C-GI-100.DWG C-GI-104 N/AN/A GORDON J. MARRONE J. MARRONE P. LAZAREVICHGordon4501 Daly DriveChantilly, VA 20151Phone: 703-263-1900www.gordon.us.comPROGRAMMING AND PLANNINGCIVIL ENGINEERINGLANDSCAPE ARCHITECTURESURVEY AND MAPPINGSECURITY CONSULTINGREVISIONS NUMBER DATE DESCRIPTIONSEAL: NUMBER: NCS: CADD: JOB: PLAN: HORIZ: VERT: Gordon SCALE: DATE: SUR: DRW: DES: CHK: 95 3088-0104 (SP) #14-22 JANUARY 2022