39-23 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 MAPPINGSECURITY 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 N/A (APPROVED 10/25/2023)
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 NOTES2
C-GI-002.DWG
C-GI-002
1" = 30'N/A
GORDON
C. GIANGI
C. GIANGI
P. LAZAREVICH1211/02/2312/07/23VDOT, FC, FMO, & FW COMMENTSFC & FW COMMENTSSANITARY 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 LANDBAY 3. THE SUBJECT OF THIS APPLICATION IS
FOR THE CONSTRUCTION OF A RETAIL AND RESTAURANT BUILDING WITH ASSOCIATED GAS PUMPS (SIC NO. 5400 & NO. 5500).
REFER TO THE COVERSHEET FOR CURRENT OWNER INFORMATION AND PARCEL DATA.
2. THE SUBJECT SITE CURRENTLY CONSISTS OF 1 PARCEL AND CONSISTS OF 8.67 ACRES. THE TOTAL DISTURBED AREA IS 7.01
ACRES. THE SITE IS CURRENTLY ZONED B2 UNDER THE FREDERICK COUNTY ZONING ORDINANCE. 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 GORDON FROM A PENDING
APPLICATION (MASS GRADING AND PUBLIC IMPROVEMENTS PLAN FOR ONE LOGISTICS) 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 HAS BEEN SUBMITTED TO FREDERICK COUNTY UNDER SEPARATE COVER BY
THE DOVETAIL CULTURAL RESOURCE GROUP, DATED FEBRUARY 2022.
6. THE ALL APPLICABLE STATE AND FEDERAL PERMITS SHALL BE OBTAINED PRIOR TO DISTURBANCE WITHIN JURISDICTIONAL
WATERS AND WETLANDS.
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 NECESSARY 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. PROPOSED FINAL GRADES ARE TO BE NO STEEPER THAN THREE HORIZONTAL FEET TO ONE VERTICAL FOOT (UNLESS
OTHERWISE NOTED).
33. 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 ##-##.
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
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: B2 - GENERAL BUSINESS (PER FREDERICK COUNTY ZONING ORDINANCE
SECTION 165-603)
SIZE: 378,365.41 SF OR 8.67 ACRES
PROPOSED USE: RETAIL/PERSONAL SERVICES = 13,500 SF GFA
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)
LIGHTING NOTES
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.
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.Gordon4501 Daly DriveChantilly, VA 20151Phone: 703-263-1900www.gordon.us.comPROGRAMMING AND PLANNINGCIVIL ENGINEERINGLANDSCAPE ARCHITECTURESURVEY AND MAPPINGSECURITY CONSULTINGCOPYRIGHT . NO REPRODUCTION OR USE OF THIS DRAWING IS ALLOWED IN PART OR IN WHOLE BY ANY PROCESS WITHOUT PRIOR WRITTEN AUTHORIZATION FROM GORDON US, LLC (GORDON)REVISIONS
NUMBER DATE DESCRIPTIONSEAL:
NUMBER:
NCS:
CADD:
JOB:
PLAN:
HORIZ: VERT:
Gordon
SCALE:
DATE:
SUR:
DRW:
DES:
CHK:####ONE LOGISTICSLANDBAY 3SHAWNEE MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA42
3088-0105
(SP) #39-23
SEPTEMBER 2023
(RETAIL/PERSONAL SERVICES)
REQUIRED LOADING SPACES = 1 SPACE/10,000 SF PLUS 1 FOR
EACH ADDITIONAL 30,000 SF
TOTAL BUILDING GFA = 13,500 SF
TOTAL LOADING SPACES REQUIRED = 2
TOTAL LOADING SPACES PROVIDED = 2
LOADING SPACE REQUIREMENTS
(SECTION 165-202.02)
PARKING REQUIREMENTS PER FREDERICK COUNTY
ZONING ORDINANCE SEC. 165-202.01:
(RETAIL/PERSONAL SERVICES)
REQUIRED: 1 SPACE / 200 SF
RETAIL AREA: 12,700 SF
12,700 / 200 = 64 SPACES
(RESTAURANTS)
REQUIRED: 1 SPACE / 100 SF OF SEATING FLOOR AREA
RESTAURANT AREA: 800 SF
800 / 100 = 8 SPACES
REQUIRED: 72 PARKING SPACES REQUIRED
PROVIDED: 72 PARKING SPACES PROVIDED
PROVIDED: 52 TRAILER PARKING SPACES
ACCESSIBLE PARKING REQUIREMENTS
(2010 ADA STANDARDS FOR ACCESSIBLE DESIGN):
REQUIRED: 3 ADA SPACES REQUIRED FOR RANGE OF 50 TO 75 SPACES
INCLUDING 2 VAN-ACCESSIBLE SPACE REQUIRED
PROVIDED: 3 ADA SPACES
2 VAN-ACCESSIBLE SPACES
POLES AND FIXTURES TO BE LOCATED GENERALLY WHERE SHOWN ON THE PLAN. ALL
EXTERIOR LIGHTING FIXTURES, INCLUDING WALL-MOUNTED FIXTURES, POLES AND HARDWARE
WILL BE FURNISHED BY RUTTER'S.
THE CONTRACTOR IS RESPONSIBLE FOR LIGHTING-RELATED EXCAVATION, TRENCHING,
WIRING, CONDUIT, FOUNDATIONS, AND INSTALLATION OF LIGHTING COMPONENTS FURNISHED
BY RUTTER'S. ALL CONCRETE LIGHTING POLE FOUNDATIONS SHALL EXTEND 4' ABOVE THE
PROPOSED GROUND SURFACE ELEVATION, UNLESS INDICATED OTHERWISE. ALL LIGHT
FIXTURES SHALL BE DIRECTED DOWNWARD AND INWARD TOWARDS THE SITE, AND SHALL BE
SHIELDED TO AVOID GLARE ON ADJACENT PROPERTIES AND STREETS. ALL WIRING FOR
LIGHTING SHALL BE PLACED IN CONDUIT.
THIS LIGHTING PLAN REPRESENTS ILLUMINATION LEVELS CALCULATED FROM LABORATORY
DATA AND TAKEN UNDER CONTROLLED CONDITIONS IN ACCORDANCE WITH ILLUMINATING
ENGINEERING SOCIETY APPROVED METHODS. ACTUAL PERFORMANCE OF ANY
MANUFACTURER'S LUMINAIRES MAY VARY DUE TO VARIATION IN ELECTRICAL VOLTAGE,
TOLERANCE IN LAMPS, AND OTHER VARIABLE FIELD CONDITIONS.
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
WATER AND SEWER DEMANDS:
WATER = 34,950 GPD
SANITARY = 4,050 GPD
FIRE MARSHAL NOTE NOTES
1. BUILDING FIRE WALLS WILL BE PROVIDED TO ENSURE FIRE AREA SHALL NOT EXCEED 12,000 SQUARE FEET.
GRID NORTH
VIRGINIA STA
T
E
COVERSTONE DRIVE
100' LANE T
A
P
E
R 200' TURN LANE225' TURN LANE100' LANE TAPER
100' LANE TAPER140' TURN LANE100' LANE TAPER100' TURN LANE
61 26
TC 61 00
EP
61 41 61 36
TC
60 92
EP
61 60
TC
61 27
EP
61 10
FL
60 86
FL
60 76
FL
61 00
TC
60 67
EP 60 50
FL
61 36
61 556150L=7'2.0%TYPICAL SECTIONS AND CG12 DETAIL3
C-GI-003.DWG
C-GI-003
N/AN/A
GORDON
C. GIANGI
C. GIANGI
P. LAZAREVICH111/02/23VDOT, FC, FMO, & FW 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 CONSULTINGCOPYRIGHT . NO REPRODUCTION OR USE OF THIS DRAWING IS ALLOWED IN PART OR IN WHOLE BY ANY PROCESS WITHOUT PRIOR WRITTEN AUTHORIZATION FROM GORDON US, LLC (GORDON)REVISIONS
NUMBER DATE DESCRIPTIONSEAL:
NUMBER:
NCS:
CADD:
JOB:
PLAN:
HORIZ: VERT:
Gordon
SCALE:
DATE:
SUR:
DRW:
DES:
CHK:####ONE LOGISTICSLANDBAY 3SHAWNEE MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA42
3088-0105
(SP) #39-23
SEPTEMBER 2023
CONCRETE PAVING SECTION
NOT TO SCALE
W/ GRACE MICROFIBER
(4000psi @ 28 DAYS)
6" THICK CONCRETE
BROOM FINISH
STONE SUBBASE, 6" DEPTH
(2A-MODIFIED)
CONCRETE ADMIXTURE
OR EQUAL - 1 LB PER CY
X X X X X X
LIGHT DUTY BITUMINOUS PAVEMENT
SECTION FOR RUTTER'S PARKING LOT
NOT TO SCALE
1.5" SM-9.5A
2" IM-19.0A
6" SUBBASE VDOT STD. GR-21A
HEAVY DUTY BITUMINOUS PAVEMENT
SECTION FOR RUTTER'S PARKING LOT
1.5" SM-9.5A
3" IM 19.0A
8" SUBBASE VDOT STD GR-21A
NX 750 TENSAR GEO GRID
X X X X X X NX 750 TENSAR GEO GRID
SUBGRADE - COMPACTED TO 95% DENSITY
AT OPTIMUM MOISTURE CONTENT, VDOT
VTM-1 METHOD
NOT TO SCALE
BITUMINOUS PAVEMENT NOTES:
1. ALL GEOGRID MATERIAL IS TO BE INSTALLED PER MANUFACTURERS INSTALLATION RECOMMENDATIONS.
2. A REPRESENTATIVE FROM THE GEOGRID MANUFACTURER IS TO BE ON SITE DURING THE FIRST DAY OF
GEOGRID INSTALLATIONS
3. GEOGRID CONTACT: SCOTT ROMINE, REGIONAL SALES MANAGER, TENSAR CORPORATION
(CELL: 717-205-9673 AND sromine@tenscorp.com)
ON-SITE PAVEMENT PLAN
(1"=100')
DENOTES HEAVY DUTY TYPICAL ASPHALT
PAVEMENT SECTION
DENOTES LIGHT DUTY TYPICAL ASPHALT
PAVEMENT SECTION
SUBGRADE - COMPACTED TO 95% DENSITY
AT OPTIMUM MOISTURE CONTENT, VDOT
VTM-1 METHOD
DENOTES CONCRETE PAVEMENT SECTION
GRAPHICAL SCALE: 1" = 10'
10 5 0 10 20 30CG-12 DETAIL
(1"=10')
VDOT AND MOT NOTES AND DETAILS:
SEE TYPICAL TRAFFIC CONTROL FIGURE TTC-1.1 BELOW. ALL
WORK ASSOCIATED WITH THIS PLAN IS TO BE PERFORMED
OUTSIDE THE VDOT RIGHT-OF-WAY. VDOT MAY REQUIRE
ADDITIONAL MOT PLANS IF ANY WORK IS TO BE PERFORMED
WITHIN THE TRAVEL WAY.
GRID NORTH
VIRGINIA ST
A
T
E
1
2
3
4
5
6
7
8
10
11
12
13
9
14
WxWx15
17
16
18
36
41D
W
W
41C
9B
1C
41E
41E
9B
41E
41D
ADJACENT OWNERS AND SOILS MAP4
C-GI-004.DWG
C-GI-004
1" = 100'N/A
GORDON
C. GIANGI
C. GIANGI
P. LAZAREVICH
GRAPHICAL SCALE: 1" = 100'
100 50 0 100 200 300
SCALE: 1" = 100'
SITE SOILS DESCRIPTION
NOTE: SOIL INFORMATION SHOWN PER FREDERICK COUNTY GIS RECORDS. REFER TO
GEOTECHNICAL REPORT FOR DETAILED FINDINGS AND GEOLOGIC DATA.Gordon4501 Daly DriveChantilly, VA 20151Phone: 703-263-1900www.gordon.us.comPROGRAMMING AND PLANNINGCIVIL ENGINEERINGLANDSCAPE ARCHITECTURESURVEY AND MAPPINGSECURITY CONSULTINGCOPYRIGHT . NO REPRODUCTION OR USE OF THIS DRAWING IS ALLOWED IN PART OR IN WHOLE BY ANY PROCESS WITHOUT PRIOR WRITTEN AUTHORIZATION FROM GORDON US, LLC (GORDON)REVISIONS
NUMBER DATE DESCRIPTIONSEAL:
NUMBER:
NCS:
CADD:
JOB:
PLAN:
HORIZ: VERT:
Gordon
SCALE:
DATE:
SUR:
DRW:
DES:
CHK:####ONE LOGISTICSLANDBAY 3SHAWNEE MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA42
3088-0105
(SP) #39-23
SEPTEMBER 2023
DETAILS5
C-GI-005.DWG
C-GI-005
N/AN/A
GORDON
C. GIANGI
C. GIANGI
P. LAZAREVICHGordon4501 Daly DriveChantilly, VA 20151Phone: 703-263-1900www.gordon.us.comPROGRAMMING AND PLANNINGCIVIL ENGINEERINGLANDSCAPE ARCHITECTURESURVEY AND MAPPINGSECURITY CONSULTINGCOPYRIGHT . NO REPRODUCTION OR USE OF THIS DRAWING IS ALLOWED IN PART OR IN WHOLE BY ANY PROCESS WITHOUT PRIOR WRITTEN AUTHORIZATION FROM GORDON US, LLC (GORDON)REVISIONS
NUMBER DATE DESCRIPTIONSEAL:
NUMBER:
NCS:
CADD:
JOB:
PLAN:
HORIZ: VERT:
Gordon
SCALE:
DATE:
SUR:
DRW:
DES:
CHK:####ONE LOGISTICSLANDBAY 3SHAWNEE MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA42
3088-0105
(SP) #39-23
SEPTEMBER 2023
23'10'1'-8"4'8'-4"9"20'-9"9"
3'-6"3'-6"3'-6"3'-6"3'-6"3'-6"8'9"10'-412"10'-412"9"
1'-8"3'MIN3'-2"3'-2"12"
9"
12"1"1"
CONC. PAD2"4"6"5"7'-7" TO GRADE7'-2" ±MATCH BRICK COURSING4'-0" M.O.
ALIGN FACE OF
BRICK WITH FACE
OF CONC. CURB
8" CONCRETE SLAB WITH 6x6 W2.1 x W2.1 WWF
WITH 8" W x 42" D CONCRETE FROST WALL ON
8" PENNDOT MODIFIED CLASS 2A STONE BASE
CONCRETE
FOOTING FOR
DUMPSTER WALL
8' HIGH DUMPSTER
WALL w/ BRICK CAP
ON TOP
PAINT INSIDE FACE
OF CMU WALLS,
TAN, TO MATCH
PVC EXTERIOR
6" CONC. FILLED
PIPE BOLLARD w/
WRAP (TYP); SEE
DETAILS14'REBAR REQUIRED - MIN (1)
#5 BAR VERT. PER CELL
412"412"
CASTERS; SEE
NOTE 3
PROVIDE BRICK
CAP ON TOP OF
WALL
2,500 PSI
CONCRETEDROP ROD;
SEE DETAIL612"6"6"612"'LOCINOX'
INDUSTRIAL
LEVER HANDLE
'LAKQU2' GATE
HARDWARE w/
KEEPER OR
EQUAL
CONNECTIONS
TO BE THRU
BOLTED
CANE BOLT
3/4" DIA. HOLE
FOR CASTER,
SEE NOTE 3
3"x3"x3/16" TUBE
DROP ROD TO HOLD GATES
OPEN & CLOSED, PROVIDE
HOLES IN PAD FOR RODS
2"x2"x3/16" TUBE
7/8"x6" PVC BOARD - COLOR
TAN , AT TOP, MIDDLE, AND
BOTTOM RAIL
STAINLESS STEEL
SELF TAPPING
SCREWS (TYP.)
6x6 HEAVY DUTY
HINGE (TYP.)
7/8"x 6" PVC BOARD
COLOR: TAN
3"x3"x3/16" TUBEWALL LINE
7/8"x6" PVC BOARD - COLOR
TAN , AT TOP, MIDDLE, AND
BOTTOM RAIL
7/8"x 6" PVC BOARD
COLOR: TAN
STAINLESS
STEEL SELF
TAPPING
SCREWS
3"x3"x3/16" TUBE
7/8"x 6" PVC
BOARD
COLOR: TAN
3"x3"x3/16"
TUBE
1"x1"x1/8"
ANGLE CLIP
(TYP)1"x1"x1/8" ANGLE
CLIP (TYP)
2"x2"x3/16"
TUBE
7/8"x 6" PVC
BOARD
COLOR:
TAN
7/8"x 6" PVC
BOARD COLOR:
TAN; AT TOP,
MIDDLE AND
BOTTOM RAIL
STAINLESS
STEEL SELF
TAPPING
SCREWS
DUMPSTER GATE ELEVATION
SCALE: 1/4" = 1'-0"
DUMPSTER ENCLOSURE PLAN
SCALE: 1/4" = 1'-0"
DUMPSTER DOOR ELEVATION
SCALE: 1/4" = 1'-0"
1"
12"
7/8"x 6" PVC BOARD
COLOR: TAN; AT TOP,
MIDDLE AND BOTTOM RAIL
'LOCINOX' INDUSTRIAL
LEVER HANDLE 'LAKQU2'
GATE HARDWARE w/
KEEPER OR EQUAL
LEAVE OUT PORTION
OF PVC FACE BOARD
TO ACCESS HANDLE
2"x2" ALUM. TUBE
HEAVY DUTY
HINGE (TYP.)
7/8"x 6" PVC BOARD
COLOR: TAN
3"x3" ALUM. TUBE
STAINLESS STEEL
SELF TAPPING
SCREWS (TYP)
DUMPSTER DOOR JAMB
SCALE: 3" = 1'-0"
GATE DETAIL #3
SCALE: 3" = 1'-0"
GATE DETAIL #5
SCALE: 3" = 1'-0"
GATE DETAIL #4
SCALE: 3" = 1'-0"
GATE DETAIL #1
SCALE: 3" = 1'-0"
GATE DETAIL #2
SCALE: 3" = 1'-0"
DROP ROD DETAIL
NOT TO SCALE
NOTES:
1. ALL FASTENERS TO BE STAINLESS STEEL.
COLOR TO MATCH PVC
2. ALL METAL FRAMES TO BE PAINTED TAN
TO MATCH PVC
3. CASTERS TO BE MODEL NO. 3.00514.309
WITH TREAD LOCK & 3/4" DIAMETER STEM
BY COLSON
DUMPSTER ENCLOSURE DETAILS
SEE "GATE
DETAIL #1"
SEE "GATE
DETAIL #2"
SEE "GATE
DETAIL #5"
SEE "GATE
DETAIL #4"
SEE "GATE
DETAIL #3"
SEE "DOOR
JAMB"3"3"3"8" CONCRETE SLAB WITH 6x6 W2.1 x W2.1 WWF
WITH 8" W x 42" D CONCRETE FROST WALL ON
8" PENNDOT MODIFIED CLASS 2A STONE BASE
STAINLESS STEEL SELF
TAPPING SCREWS (TYP.)
2"x2"x3/16" TUBE
7/8"x 6" PVC
BOARD
COLOR:
TAN
STAINLESS
STEEL SELF
TAPPING
SCREWS
4 - 1" Ø WEEP
HOLES (TYP)
PLAN
SECTION D-D
C
D
0.2"
ROADWAYSURFACE
SURFACE OF CURB RAMPFLUSH WITH ROADWAYSURFACE
6"
AGGREGATESUBBASE
DETECTABLE WARNINGSURFACE THICKNESS
12"
SEE NOTE BELOW 4" CONCRETESIDEWALK
PLAIN CEMENTCONCRETEDEPRESSED CURB
NOTE:CONSTRUCT NOTCH AS SHOWN TO PROVIDE FULL THICKNESSSIDEWALK UNDER DETECTABLE WARNING SURFACE.
DIM MINIMUM
(INCH)
MAXIMUM
(INCH)
TRUNCATED
DOME DIMENSIONS
A 1.6"2.4"
0.65"1.5"B
C 8 8
D 0.9"1.4"
D
EMBEDDING DETAIL
DETECTABLE WARNING SURFACE
24"
TRUNCATED DOME DETAILS
DETECTABLE WARNING SURFACE (DWS)
D
A
B
BA
NOT TO SCALE
2'3'-0"SQUARE GALVANIZED
STEEL CHANNEL POST
WITH ANCHOR
GROUND LINE
EDGE OF PAVEMENT /
CURB
6"MIN.1" MAX.6' MIN. CLEARANCE HEIGHT2'-0"18"x24" ALUMINUM SIGN WITH
BLACK LETTERS
1/4"x2 1/2" CADMIUM PLATED
LAG SCREWS W/ WASHERS
(TYPICAL)
NO IDLING SIGN DETAIL
NOT TO SCALE
PLEASE
NO IDLING
TURN OFF
ENGINE
NOTE: ONE OF THE INSTALLED NO IDLING SIGNS SHALL BE A
PENNDOT R7 - 100 "NO IDLING" SIGN. SIGNS THAT ARE SHOWN
ON LIGHT POLE POSTS SHALL BE MOUNTED TO THE POST.
NOT TO SCALE
CONCRETE CURB - 8" REVEAL
20'-0"
M
A
X.
T
O
4'-
0"
MI
N.
CONTR
A
C
TI
O
N J
OI
N
T
S
P
A
CI
N
G
3/4" RADIUS
1/4" RADIUS
CONTRACTION JOINT
DETAIL A
8"18"8"TYPICAL CROSS SECTION
CEMENT
CONCRETE
CLASS A 10"1"7"
2" DEEP
3/16" WIDE
20'-0"
M
A
X.
T
O
4'-
0"
MI
N.
CONTR
A
C
TI
O
N
J
OI
N
T
S
P
A
CI
N
G
NOT TO SCALE
MOUNTABLE CONCRETE CURB
12"
TYPICAL CROSS SECTION
CONTRACTION JOINT
DETAIL A
2" DEEP,
3/16" WIDE
4"CLASS A
1" RADIUS
PAVEMENT
CEMENTCONCRETE
UNIFORM8"1/4" RADIUS
CONTRACTION
JOINT;
SEE DETAIL A
""NOTE: DETECTABLE WARNING STRIP TO BE BRICK RED IN COLOR2"4"NOT TO SCALE
FLUSH CONCRETE RUMBLE STRIP MEDIAN DETAIL
SEE DRAWING
8" THICK CONC. TRAFFIC ISLAND
USING CLASS AAA CONCRETE
W/6" x 6" W2.1 x W2.1
4 12"12"1 18"CONCRETE
MEDIAN
SURFACE
1" R (TYP)
NOT TO SCALE
RUMBLE STRIP CORRUGATION DETAIL
RUMBLE STRIP
FINISH (TYP)FINISHED
GRADE
SUBBASE, 8" DEPTH (2A-MODIFIED)
6" DIA. BUMPER POST DETAIL
NOT TO SCALE
POST/SLEEVE NOTES:
1. SAND TO BE PLACED BETWEEN PIPE BOLLARD AND PVC SLEEVE PIPE. VIBRATE BOLLARD TO
PROPERLY COMPACT THE SAND UNTIL NO SETTLEMENT OCCURS AND SAND IS FLUSH WITH
FINISHED GRADE.
2. AFTER PIPE BOLLARD IS PLUMBLY-PLACED WITH SAND, USE SIKA FLEX CAULK AT THE TOP TO
CREATE A WATERTIGHT SEAL BETWEEN THE STEEL PIPE BOLLARD AND THE PAVEMENT.
CONTRACTOR TO USE SIKA FLEX CONSTRUCTION SEALANT (MANUF. ID #1 CSL).
3. "CARS ONLY NO VANS OR TRUCKS" SIGNS, SHALL ONLY BE ON BOLLARDS AS INDICATED ON THE
PLANS. THE SIGN SHALL BE ATTACHED TO BOLLARD WITH STAINLESS STEEL METAL CLAMPS.
EXCESS BAND ON CLAMPS SHALL BE TRIMMED TO ELIMINATE SHARP EDGES. THE TOP OF SIGN
SHALL BE ALIGNED JUST BELOW BOTTOM OF YELLOW STRIPE ON BOLLARD WRAP.6"24' MIN.12" MIN.12" MIN.48"PROPOSED
SIDEWALK
6" I.D. SCHEDULE 40
STEEL PIPE FILLED
WITH SAND
BOLLARD WRAP -
BOLLARDGARD BY
INNOPLAST (7" X 52"
BLACK W/ YELLOW
TAPE)
SAND TO BE PLACED
BETWEEN PIPE BOLLARD
AND PVC SLEEVE PIPE;
SEE NOTES.
8" I.D. SDR-35 PVC
PIPE TO SERVE AS
SLEEVE, SET IN
CONCRETE
3000 PSI CONCRETE
FOUNDATION
COMPACTED
SUBGRADE
1'
UNLESS NOTED
OTHERWISE ON PLAN
6"12"x18" ALUMINUM SIGN.
WHITE BACKGROUND
(REFLECTORIZED) WITH RED
BORDER AND LEGEND. (SEE
NOTE #3)
PROPOSED PARKING
AREA
CARSONLY
NO VANS ORTRUCKS
PLEASE
SAW CUT CONCRETE
1'
UNLESS NOTED
OTHERWISE ON PLAN
6"4"4"* DUMPSTER ENCLOSURE DETAILS FOR
REFERENCE ONLY. SEE ARCHITECTURAL
AND STRUCTURAL PLANS FOR DETAILS
24' OR 34'24"60"24"48"UL APPROVED
UNDERGROUND
GROUND CLAMP
8'x 5/8" GROUND
ROD
#8 THHN, GND.
UNDISTURBED GROUND
ANCHOR BOLTS AS PER
MANUFACTURER
HAND HOLE
GROUNDING LUG
1" SCHEDULE 40
PVC (TYP)
#5 REBAR (TYP)
LIGHT FIXTURE
TYPICAL SITE LIGHTING POLE DETAIL
NOT TO SCALE
2' Ø CONC.
LIGHT BASE,
(MIN. 3,000
PSI)
EACH POLE'S SPECIFIC FOUNDATION SIZE SHALL BE VERIFIED BY THE CONTRACTOR
THROUGH CONSULTATION WITH THE LIGHT POLE MANUFACTURER SINCE IT MAY
VARY DEPENDING ON THE SPECIFIC POLE HEIGHT.
DETAILS6
C-GI-005.DWG
C-GI-005
N/AN/A
GORDON
C. GIANGI
C. GIANGI
P. LAZAREVICH111/02/23VDOT, FC, FMO, & FW COMMENTSGordon4501 Daly DriveChantilly, VA 20151Phone: 703-263-1900www.gordon.us.comPROGRAMMING AND PLANNINGCIVIL ENGINEERINGLANDSCAPE ARCHITECTURESURVEY AND MAPPINGSECURITY CONSULTINGCOPYRIGHT . NO REPRODUCTION OR USE OF THIS DRAWING IS ALLOWED IN PART OR IN WHOLE BY ANY PROCESS WITHOUT PRIOR WRITTEN AUTHORIZATION FROM GORDON US, LLC (GORDON)REVISIONS
NUMBER DATE DESCRIPTIONSEAL:
NUMBER:
NCS:
CADD:
JOB:
PLAN:
HORIZ: VERT:
Gordon
SCALE:
DATE:
SUR:
DRW:
DES:
CHK:####ONE LOGISTICSLANDBAY 3SHAWNEE MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA42
3088-0105
(SP) #39-23
SEPTEMBER 2023
6"
5'-9"
7'-2"
8"
12"
5'-2"
6"
5'-6"
6"
5'-0"6'-0"
6"5'-8"6"2'-6"4"2'-6"6"11'-6"
13'-0"
8"
CONCRETE
MANHOLE
RISERS (IF
REQUIRED)
4" PVC
BAFFLE
2000 GALLON COMMERCIAL
GREASE INTERCEPTOR
NOT TO SCALE
-SECTION--PLAN-
6"
3"
3"
12'-6"3"
6"
3"
6'-6"
24" DIA. CAST IRON FRAMES & COVERS(LIGHT DUTY OR HEAVY DUTY)
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'
NOTE: NOT TO BE USED ON VDOT RIGHT-OF-WAY
OR ANY ENTRANCE THAT WILL BE CONNECTING
TO A PROPOSED VDOT RIGHT-OF-WAY
VDOT TYPE A-3
CONCRETE
GREASE TRAP/OIL WATER SEPARATOR NOTES:
1. TANK SECTIONS SHALL BE BOLTED TOGETHER
2. WATERTIGHT BOLT DOWN FRAME AND COVERS
ARE REQUIRED
3. PENETRATIONS SHALL HAVE BOOTS
4. TANK, COMPONENTS, AND INSTALLATION SHALL
BE TRAFFIC RATED
5. CONTRACTOR SHALL COORDINATE
INSTALLATION AND INSPECTIONS WITH BOTH
FREDERICK COUNTY INSPECTIONS
DEPARTMENT AND FREDERICK WATER
VDOT DETAILS7
C-GI-006.DWG
C-GI-006
N/AN/A
GORDON
C. GIANGI
C. GIANGI
P. LAZAREVICHGordon4501 Daly DriveChantilly, VA 20151Phone: 703-263-1900www.gordon.us.comPROGRAMMING AND PLANNINGCIVIL ENGINEERINGLANDSCAPE ARCHITECTURESURVEY AND MAPPINGSECURITY CONSULTINGCOPYRIGHT . NO REPRODUCTION OR USE OF THIS DRAWING IS ALLOWED IN PART OR IN WHOLE BY ANY PROCESS WITHOUT PRIOR WRITTEN AUTHORIZATION FROM GORDON US, LLC (GORDON)REVISIONS
NUMBER DATE DESCRIPTIONSEAL:
NUMBER:
NCS:
CADD:
JOB:
PLAN:
HORIZ: VERT:
Gordon
SCALE:
DATE:
SUR:
DRW:
DES:
CHK:####ONE LOGISTICSLANDBAY 3SHAWNEE MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA42
3088-0105
(SP) #39-23
SEPTEMBER 2023
VDOT DETAILS7A
C-GI-006.DWG
C-GI-006
N/AN/A
GORDON
C. GIANGI
C. GIANGI
P. LAZAREVICHGordon4501 Daly DriveChantilly, VA 20151Phone: 703-263-1900www.gordon.us.comPROGRAMMING AND PLANNINGCIVIL ENGINEERINGLANDSCAPE ARCHITECTURESURVEY AND MAPPINGSECURITY CONSULTINGCOPYRIGHT . NO REPRODUCTION OR USE OF THIS DRAWING IS ALLOWED IN PART OR IN WHOLE BY ANY PROCESS WITHOUT PRIOR WRITTEN AUTHORIZATION FROM GORDON US, LLC (GORDON)REVISIONS
NUMBER DATE DESCRIPTIONSEAL:
NUMBER:
NCS:
CADD:
JOB:
PLAN:
HORIZ: VERT:
Gordon
SCALE:
DATE:
SUR:
DRW:
DES:
CHK:####ONE LOGISTICSLANDBAY 3SHAWNEE MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA42
3088-0105
(SP) #39-23
SEPTEMBER 2023
VDOT DETAILS7B
C-GI-006.DWG
C-GI-006
N/AN/A
GORDON
C. GIANGI
C. GIANGI
P. LAZAREVICHGordon4501 Daly DriveChantilly, VA 20151Phone: 703-263-1900www.gordon.us.comPROGRAMMING AND PLANNINGCIVIL ENGINEERINGLANDSCAPE ARCHITECTURESURVEY AND MAPPINGSECURITY CONSULTINGCOPYRIGHT . NO REPRODUCTION OR USE OF THIS DRAWING IS ALLOWED IN PART OR IN WHOLE BY ANY PROCESS WITHOUT PRIOR WRITTEN AUTHORIZATION FROM GORDON US, LLC (GORDON)REVISIONS
NUMBER DATE DESCRIPTIONSEAL:
NUMBER:
NCS:
CADD:
JOB:
PLAN:
HORIZ: VERT:
Gordon
SCALE:
DATE:
SUR:
DRW:
DES:
CHK:####ONE LOGISTICSLANDBAY 3SHAWNEE MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA42
3088-0105
(SP) #39-23
SEPTEMBER 2023
VDOT DETAILS7C
C-GI-006.DWG
C-GI-006
N/AN/A
GORDON
C. GIANGI
C. GIANGI
P. LAZAREVICHGordon4501 Daly DriveChantilly, VA 20151Phone: 703-263-1900www.gordon.us.comPROGRAMMING AND PLANNINGCIVIL ENGINEERINGLANDSCAPE ARCHITECTURESURVEY AND MAPPINGSECURITY CONSULTINGCOPYRIGHT . NO REPRODUCTION OR USE OF THIS DRAWING IS ALLOWED IN PART OR IN WHOLE BY ANY PROCESS WITHOUT PRIOR WRITTEN AUTHORIZATION FROM GORDON US, LLC (GORDON)REVISIONS
NUMBER DATE DESCRIPTIONSEAL:
NUMBER:
NCS:
CADD:
JOB:
PLAN:
HORIZ: VERT:
Gordon
SCALE:
DATE:
SUR:
DRW:
DES:
CHK:####ONE LOGISTICSLANDBAY 3SHAWNEE MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA42
3088-0105
(SP) #39-23
SEPTEMBER 2023
VDOT DETAILS7D
C-GI-006.DWG
C-GI-006
N/AN/A
GORDON
C. GIANGI
C. GIANGI
P. LAZAREVICHGordon4501 Daly DriveChantilly, VA 20151Phone: 703-263-1900www.gordon.us.comPROGRAMMING AND PLANNINGCIVIL ENGINEERINGLANDSCAPE ARCHITECTURESURVEY AND MAPPINGSECURITY CONSULTINGCOPYRIGHT . NO REPRODUCTION OR USE OF THIS DRAWING IS ALLOWED IN PART OR IN WHOLE BY ANY PROCESS WITHOUT PRIOR WRITTEN AUTHORIZATION FROM GORDON US, LLC (GORDON)REVISIONS
NUMBER DATE DESCRIPTIONSEAL:
NUMBER:
NCS:
CADD:
JOB:
PLAN:
HORIZ: VERT:
Gordon
SCALE:
DATE:
SUR:
DRW:
DES:
CHK:####ONE LOGISTICSLANDBAY 3SHAWNEE MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA42
3088-0105
(SP) #39-23
SEPTEMBER 2023
VDOT DETAILS7E
C-GI-006.DWG
C-GI-006
N/AN/A
GORDON
C. GIANGI
C. GIANGI
P. LAZAREVICHGordon4501 Daly DriveChantilly, VA 20151Phone: 703-263-1900www.gordon.us.comPROGRAMMING AND PLANNINGCIVIL ENGINEERINGLANDSCAPE ARCHITECTURESURVEY AND MAPPINGSECURITY CONSULTINGCOPYRIGHT . NO REPRODUCTION OR USE OF THIS DRAWING IS ALLOWED IN PART OR IN WHOLE BY ANY PROCESS WITHOUT PRIOR WRITTEN AUTHORIZATION FROM GORDON US, LLC (GORDON)REVISIONS
NUMBER DATE DESCRIPTIONSEAL:
NUMBER:
NCS:
CADD:
JOB:
PLAN:
HORIZ: VERT:
Gordon
SCALE:
DATE:
SUR:
DRW:
DES:
CHK:####ONE LOGISTICSLANDBAY 3SHAWNEE MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA42
3088-0105
(SP) #39-23
SEPTEMBER 2023
PLANNED 20' FREDERICK
WATER EASEMENT
PLANNED
R.
O.
W.
EX. C
G
-
6
COVERSTONE DRIVE
VARIABLE WIDTH PUBLIC RIGHT-OF-WAY
PLANNED FREDERICK
WATER EASEMENT
PLANNED R.O.W.
EX. CG-6
5
0
'R50'REX. PAVEMENT TO
BE REMOVED
EX. PAVEMENT TO
BE REMOVED
EX. PAVEMENT TO
BE REMOVEDEX. RETAINING WALLEX. RETAINING WALL
EX. POND 3B
PLANNED 10' GAS EASEMENT
PLANNED 15' DRY UTILITY EASEMENT
SULPHUR SPRING RUN
EX. 20' FCSA SANITARY SEWER EASEMENT
INSTR. No. 020003789
EX. ES-1 TO BE
REMOVED
PLANNED MGS1
GUARDRAIL
PLANNED 1
0'
T
R
AI
L
PLANNED 10' TRAIL
TAX MAP NO. 64-A-83G
ZONED: M1
TAX MAP NO. 64-A-83
ZONED: M1
SAW CUT EX.
PAVEMENT WITH
CLEAN EDGE
SAW CUT EX.
PAVEMENT WITH
CLEAN EDGE
PLANNED 20' FREDERICK
WATER EASEMENT
E 11585742N 7102468
GRID NORTH
VIRGINIA ST
A
T
E
E 11585364N 7102421
E 11585873N 7102919
E 11585343N 7103269
NEX.
MEX.
KEX.
EX. 8" SAN SEW
EX. 8" SAN SEW
EX. 8" SAN SEWEX. 8" SAN SEW
20AEX.
20EX.
18BEX.
18AEX.
17EX.
17AEX.
15EX.
14EX.
13EX.12EX.11EX.
10EX.
EX. 18" STM EX. 15" STMEX. 15" STMEX. 21" STM
EX. 24" STM
EX
.
3
0
"
S
T
M
EX. 30"
ST
M
EX. 30" S
T
M
EX. 30" STMEX.
42
"
STM
E
X
.
1
5
"
S
T
M EX.
1
5
"
S
TM EX. 15" STMEX. 42" STMEX. 12" W/L (
W
M
"
A
"
)EX. 12" W/L(WM "D")18EX.EX.
24
"
STM
16AEX.
16EX.EX. 15" STMEX. 24" ST
M
19EX.
19AEX.EX. 15" STMEX. 18" STM
80EX.
9BEX.
EX. 15" STM
17BEX.
EX. 15" STM
18CEX.EX. 6" STM9CEX.EX. 30" STM18DEX.
EX. 8" SAN SEW OEX.
EX. 8" S
A
N
S
E
W
8DEX.
8CEX.EX. 36" STMEX. 36" STM
EX. 36
"
S
T
M
EX. 36
"
S
T
M
8EX.
8AEX.
8BEX.EX.
12"
W
/L
(WM
"A1")
68 00
TW
68 00
TW
66 20
TW
62 00
TW
56 50
TW
68 50
TW
69 00
TW
70 00
TW 71 50
TW
72 50
TW
73 50
TW
66 80
TW
67 00
BW
54 00
BW
67 00
BW 63 00
BW
46 50
BW 39 00
BW
46 00
BW
71 50
BW
39 55
BW
39 55
BW
39 55
BW
58 10
TC
60 35
TC
61 33
TC
62 55
TC
62 14
TC
69 76
TC
67 11
TC
68 14
TC
64 46
TC
64 55
TW
64 90
TW
67 97
TCOHWOHWOHWOHWOHWXXXXXXXXXXXXSSSSSSSSSSSSSSSSFMFM LIMITS OF CLEARING
AND GRADINGLIMITS OF CLEARING
AND GRADING
LIMITS OF CLEARING
AND GRADING EXISTING CONDTIONS AND DEMOLITION PLAN8
C-XP-101.DWG
C-XP-101
1" = 30'N/A
GORDON
C. GIANGI
C. GIANGI
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 CONSULTINGCOPYRIGHT . NO REPRODUCTION OR USE OF THIS DRAWING IS ALLOWED IN PART OR IN WHOLE BY ANY PROCESS WITHOUT PRIOR WRITTEN AUTHORIZATION FROM GORDON US, LLC (GORDON)REVISIONS
NUMBER DATE DESCRIPTIONSEAL:
NUMBER:
NCS:
CADD:
JOB:
PLAN:
HORIZ: VERT:
Gordon
SCALE:
DATE:
SUR:
DRW:
DES:
CHK:####ONE LOGISTICSLANDBAY 3SHAWNEE MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA42
3088-0105
(SP) #39-23
SEPTEMBER 2023
PLANNED 20' FREDERICK
WATER EASEMENT
PLANNED
R.
O.
W.
EX. C
G
-
6
COVERSTONE DRIVE
VARIABLE WIDTH PUBLIC RIGHT-OF-WAY
PLANNED FREDERICK
WATER EASEMENT
PLANNED R.O.W.
EX. CG-6
5
0
'R50'REX. RETAINING WALLEX. RETAINING WALL
EX. POND 3B
PLANNED 10' GAS EASEMENT
PLANNED 15' DRY UTILITY EASEMENT
SULPHUR SPRING RUN
EX. 20' FCSA SANITARY SEWER EASEMENT
INSTR. No. 020003789
PLANNED MGS1
GUARDRAIL
PLANNED 1
0'
T
R
AI
L
PLANNED 10' TRAIL
TAX MAP NO. 64-A-83G
ZONED: M1
TAX MAP NO. 64-A-83
ZONED: M1
PLANNED 20' FREDERICK
WATER EASEMENT 40'50'R35'
R
35'
R
30'
R
15'
R 15'R9'20'12'(TYP.)70'(TYP.)12'
(TYP.)70'(TYP.)30'50'35'
10
10
12
10
101055'R66'PR. GUARDRAIL
(VDOT GR-MGS1)
LIGHT POLE (TYP.)
LIGHT POLE (TYP.)20'(TYP.)24'158'
24'110'87.6'158.7'
40'40'
PROPOSED DUMPSTER ENCLOSURE;
(SEE SHEET 5 FOR DETAILS)
20' FREDERICK
WATER EASEMENT
12" W/L WM 'A' 12" W/L WM 'A'
45° BEND
45° BEND45° BEND
45
°
B
E
N
D
26.6'
PR. 2000 GALLON GREASE
INTERCEPTOR; DESIGN BY OTHERS
(SEE SHEET 6 FOR DETAILS)
TIE INTO EX. W/L
20' FREDERICK
WATER EASEMENT
45
°
B
E
N
D
1-12"X12" TEE3-12" VALVES
TIE INTO EX. W/L
PR. 6" MOUNTABLE
CURBPR. 6" MOUNTABLE
CURB; SEE SHEET 5
FOR DETAIL (TYP.)
PR. 6" MOUNTABLE
CURB
PR. 6" MOUNTABLE
CURB
12" W/L WM 'B' PR. 8" CURB; SEE
SHEET 5 FOR DETAIL
PR. UNDERGROUND
FUEL TANKS
PR. SIGN; MAX
HEIGHT 15', MAX
AREA 100 SF
PR. BOLLARD (TYP.); SEE
SHEET 5 FOR DETAIL
PR. AIR STATION
PR. BOLLARD (TYP.); SEE
SHEET 5 FOR DETAIL
PR. AIR STATION
PR. BMP SNOUT MODEL
72RTB96; SEE SHEET 6
FOR DETAILS
PR. CG-6R PR. CURB
TRANISTION
PR. CURB
TRANISTION
PR. CG-6R PR. CG-6R
PR. 2 - 12' X 45'
LOADING SPACES
1-1
2
"
X
6
"
R
E
D
U
C
E
R
1-6
"
V
A
L
V
E
8L
F
6
"
W
/
L
1-F
H
2
12" X 2" SADDLE2" CORP STOP2" CTS 200 PSI PE TUBING
2 " DOMESTIC LINE
LI
M
I
T
S
O
F
H
E
A
V
Y
DU
T
Y
A
S
P
H
A
L
T
LI
M
I
T
S
O
F
L
I
G
H
T
DU
T
Y
A
S
P
H
A
L
T
LIM
I
T
S
O
F
H
E
A
V
Y
D
U
T
Y
A
S
P
H
A
L
T
LI
M
I
T
S
O
F
L
I
G
H
T
D
U
T
Y
A
S
P
H
A
L
T
SEE SHEET 3 FOR
PAVEMENT DETAIL (TYP.)1-12"X6" TEE1-6" VALVE1-FH1PR. FUEL TANKS
VENTS; SEE FUEL
PLANS FOR DETAILS
PR. UNDERGROUND
FUEL TANKS; SEE
FUEL PLANS FOR
DETAILS (TYP.)
REPLACE EX. ES-1
WITH 60" DIA DI-7
PR. CURB
TRANISTION
PR. CURB
TRANISTION
TIE INTO EX.
SAN MH
TIE TO EX. LINE
AND GRADE TIE TO EX. LINE
AND GRADE40'20'10'
16
9
PR. BOLLARD (TYP.); SEE
SHEET 5 FOR DETAIL
8'8'8'
5'
8'
PR. 8" CURB; SEE
SHEET 5 FOR DETAIL
PR. 8" CURB; SEE
SHEET 5 FOR DETAIL
PR. 8" CURB; SEE
SHEET 5 FOR DETAIL
1212
4'R
13
9'
10'
20'
20'20'9'
PR. GUARDRAIL
(VDOT GR-MGS1)184.2'244.3'14'30'
70.2'
99.2'
14'
13'
14'
10'35'RPR. CG-6
7'R
10
'
R
35'R
LANDSCAPING BED
WITH RED 2B
STONE (TYP.)
7'R
15'R15'R6'R
PR. CG-6PR. BOLLARD (TYP.);
SEE FW DETAIL
SHEET 9
E 11585742N 7102468
GRID NORTH
VIRGINIA ST
A
T
E
E 11585364N 7102421
E 11585873N 7102919
E 11585343N 7103269
NEX.
MEX.
KEX.
EX. 8" SAN SEW
EX. 8" SAN SEW
EX. 8" SAN SEWEX. 8" SAN SEW
20AEX.
20EX.
18BEX.
18AEX.
17EX.
17AEX.
15EX.
14EX.
13EX.12EX.11EX.
10EX.
EX. 18" STM EX. 15" STMEX. 15" STMEX. 21" STM
EX. 24" STM
EX
.
3
0
"
S
T
M
EX. 30"
ST
M
EX. 30" S
T
M
EX. 30" STMEX.
42
"
STM
E
X
.
1
5
"
S
T
M EX.
1
5
"
S
TM EX. 15" STMEX. 42" STMEX. 12" W/L (
W
M
"
A
"
)
10+00
11+00 12+00
13+00 14+00
15+00
EX. 12" W/L(WM "D")18EX.EX.
24
"
STM
16AEX.
16EX.EX. 15" STMEX. 24" ST
M
19EX.
19AEX.EX. 15" STMEX. 18" STM
80EX.
9BEX.
EX. 15" STM
17BEX.
EX. 15" STM
18CEX.EX. 6" STM9CEX.EX. 30" STM18DEX.
EX. 8" SAN SEW OEX.
EX. 8" S
A
N
S
E
W
8DEX.
8CEX.EX. 36" STMEX. 36" STM
EX. 36
"
S
T
M
EX. 36
"
S
T
M
8EX.
8AEX.
8BEX.EX.
12"
W
/L
(WM
"A1")OHWOHWOHWOHWOHWXXXXXX
XXXXXX
SSSSSSSSSSSS SS SSFMFM6" SAN LAT6" SAN LAT
6" SAN LAT6" SAN LAT6" SAN LAT15" STM15" STM15" STM
30" STM36" STM36" STM30" STM 24" STM21" STM1
8
"
S
T
M
15" STM
8" STM
15" STM
8" STM15" STM18" STM21" STM
8" STM
4" SAN LAT
8" STM
8" STM
8" STM
8" STM 8" STM8" STM 8" STM8" STM8" STM8" STM
8" STM
8" STM
16+0310+0011+0012+00 13+00 14+00 15
+
0
0
16+0013+07
10+0011+0012+0013+004" SAN LAT
4" SAN LAT6" STM
6" STM
6" STM
6" STM6" STM
6" STM 6" STM
6" STM
8" STM
6" STM
8" STM
LIMITS OF CLEARING
AND GRADINGLIMITS OF CLEARING
AND GRADING
LIMITS OF CLEARING
AND GRADING SITE AND UTILITY PLAN9
C-CS-101.DWG
C-CS-101
1" = 30'N/A
GORDON
C. GIANGI
C. GIANGI
P. LAZAREVICH1211/02/2312/07/23VDOT, FC, FMO, & FW COMMENTSFC & FW 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 CONSULTINGCOPYRIGHT . NO REPRODUCTION OR USE OF THIS DRAWING IS ALLOWED IN PART OR IN WHOLE BY ANY PROCESS WITHOUT PRIOR WRITTEN AUTHORIZATION FROM GORDON US, LLC (GORDON)REVISIONS
NUMBER DATE DESCRIPTIONSEAL:
NUMBER:
NCS:
CADD:
JOB:
PLAN:
HORIZ: VERT:
Gordon
SCALE:
DATE:
SUR:
DRW:
DES:
CHK:####ONE LOGISTICSLANDBAY 3SHAWNEE MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA42
3088-0105
(SP) #39-23
SEPTEMBER 2023
NOTE:
ALL CURB RADIUS ARE 5'
UNLESS OTHERWISE NOTED.
GREASE TRAP/OIL WATER SEPARATOR NOTES:
1. TANK SECTIONS SHALL BE BOLTED TOGETHER
2. WATERTIGHT BOLT DOWN FRAME AND COVERS
ARE REQUIRED
3. PENETRATIONS SHALL HAVE BOOTS
4. TANK, COMPONENTS, AND INSTALLATION SHALL
BE TRAFFIC RATED
5. CONTRACTOR SHALL COORDINATE
INSTALLATION AND INSPECTIONS WITH BOTH
FREDERICK COUNTY INSPECTIONS
DEPARTMENT AND FREDERICK WATER
PLANNED
R.
O.
W.
EX. C
G
-
6
COVERSTONE DRIVE
VARIABLE WIDTH PUBLIC RIGHT-OF-WAY
PLANNED R.O.W.
EX. CG-6
5
0
'R50'REX. RETAINING WALLEX. RETAINING WALL
EX. POND 3B
PLANNED MGS1
GUARDRAIL
PLANNED 1
0'
T
R
AI
L
PLANNED 10' TRAIL
TAX MAP NO. 64-A-83G
ZONED: M1
TAX MAP NO. 64-A-83
ZONED: M1
12" W/L WM 'A' 12" W/L WM 'A' 12" W/L WM 'B' 2 " DOMESTIC LINE
REPLACE EX. ES-1
WITH 60" DIA DI-7
E 11585742N 7102468
GRID NORTH
VIRGINIA ST
A
T
E
E 11585364N 7102421
E 11585873N 7102919
E 11585343N 7103269
NEX.
MEX.
KEX.
EX. 8" SAN SEW
EX. 8" SAN SEW
EX. 8" SAN SEWEX. 8" SAN SEW
20AEX.
20EX.
18BEX.
18AEX.
17EX.
17AEX.
15EX.
14EX.
13EX.12EX.11EX.
10EX.
EX. 18" STM EX. 15" STMEX. 15" STMEX. 21" STM
EX. 24" STM
EX
.
3
0
"
S
T
M
EX. 30"
ST
M
EX. 30" S
T
M
EX. 30" STMEX.
42
"
STM
E
X
.
1
5
"
S
T
M EX.
1
5
"
S
TM EX. 15" STMEX. 42" STMEX. 12" W/L (
W
M
"
A
"
)EX. 12" W/L(WM "D")18EX.EX.
24
"
STM
16AEX.
16EX.EX. 15" STMEX. 24" ST
M
19EX.
19AEX.EX. 15" STMEX. 18" STM
80EX.
9BEX.
EX. 15" STM
17BEX.
EX. 15" STM
18CEX.EX. 6" STM9CEX.EX. 30" STM18DEX.
EX. 8" SAN SEW OEX.
EX. 8" S
A
N
S
E
W
8DEX.
8CEX.EX. 36" STMEX. 36" STM
EX. 36
"
S
T
M
EX. 36
"
S
T
M
8EX.
8AEX.
8BEX.EX.
12"
W
/L
(WM
"A1")
68 00
TW
68 00
TW
66 20
TW
62 00
TW
56 50
TW
68 50
TW
69 00
TW
70 00
TW 71 50
TW
72 50
TW
73 50
TW
66 80
TW
67 00
BW
54 00
BW
67 00
BW 63 00
BW
46 50
BW 39 00
BW
46 00
BW
71 50
BW
39 55
BW
39 55
BW
39 55
BW
58 10
TC
60 35
TC
61 33
TC
62 55
TC
62 14
TC
69 76
TC
67 11
TC
68 14
TC
64 46
TC
64 55
TW
64 90
TW
67 97
TCOHWOHWOHWOHWOHWXXXXXXXXXXXXSSSSSSSSSSSSSSSSFMFM6" SAN LAT6" SAN LAT
6" SAN LAT6" SAN LAT6" SAN LAT15" STM15" STM15" STM
30" STM36" STM36" STM30" STM 24" STM21" STM1
8
"
S
T
M
15" STM
8" STM
15" STM
8" STM15" STM18" STM21" STM
8" STM
TOP=
668.20
TOP=
666.85
TOP=
666.35
TOP=
663.81
TOP=
661.88
TOP=
660.98
TOP=
663.56
TOP=
662.00
TOP=
663.55
TOP=
662.60
TOP=
664.20
TOP=
664.00
TOP=
664.00
TOP=
664.00TOP=
664.00
4" SAN LAT
8" STM
8" STM
TOP=
655.11
8" STM
8" STM 8" STM8" STM 8" STM8" STM8" STM8" STM
8" STM
8" STM
4" SAN LAT
4" SAN LAT6" STM
6" STM
6" STM
6" STM6" STM
6" STM 6" STM
6" STM
8" STM
6" STM
8" STM
LIMITS OF CLEARING
AND GRADINGLIMITS OF CLEARING
AND GRADING
LIMITS OF CLEARING
AND GRADING1.9%1.9%1.3%
1.4%1.2%656 1.4%1.3%664
658
666
66 20
TC
65 50
68 00
TC
70 10
TC
70 70
TC
69 53
TC6933
TC
72 20
TC
72 10
TC
71 26
TC
73 00
TC
71 90
TC
71 90
TC
72 10
TC
68 10
TC
68 11
TC
68 14
TC 68 93
TC
68 80
TC
66 55
TC
66 55
TC
68 00
TC
67 80
TC
65 70
TC
62 00
TC
63 20
TC
62 40
TC
62 90
TC
63 40
TC
62 90
TC
62 90
TC
61 60
TC
65 60
TC
65 80
TC
66 30
TC
66 30
TC6600
TC
66 00
TC6610
TC
66 30
TC
66 00
TC
71 24
TC
64 80
TC
65 80
TC6590
TC
65 90
TC 65 60
TC 65 50
TC
65 60
TC
65 82
TC 65 40
TC
65 20
TC
65 50
TC
65 50
TC
65 60
TC
65 00
TC
64 70
TC
64 70
TC
64 95
TC 65 20
TC
65 80
TC
65 60
TC
65 65
TC
65 55
TC
65 50
TC
65 50
TC
65 60
TC
65 50
65 50
65 50
65 50 65 50
65 50
64 95 64 80
65 30
63 30
63 25
62 85
62 80
63 256330
62 85
62 80
69 15
69 10
67 70 67 20
67 15
67 15
67 206710
67 10
68 80
68 75
65 056495
65 05
65 05
64 50
64 75
64 50
64 40
62 50
TC
63 80
65 95
TC
68 50
67 50
65 30
65 40
65 40
64 58
65 30
65 35
65 40
66 00
66 40
TC
66 00
TC
65 75
TC6580
TC
66 00
TC
64 30
TC 64 15
TC
64 05
TC
64 00
TC
63 90
TC
62 30
TC6320
TC
64 40
63 30 2.3%PR. 10-YR
WSEL=668.28
PR. 10-YR
WSEL=666.98
PR. 10-YR
WSEL=664.28
PR. 10-YR
WSEL=664.18
PR. 10-YR
WSEL=664.16
PR. 10-YR
WSEL=664.09PR. 10-YR
WSEL=664.09
PR. 10-YR
WSEL=663.66
PR. 10-YR
WSEL=662.69
PR. 10-YR
WSEL=662.11
66
63.0%2.2%1.9%2.1%68 85
68 30
68 45
67 90
66664 50
TC
2.
2
%
2.2
%2.3%3.2%1.0%
4.5%
1.1%
66 00
TC
2.9%2.1%2.6%0.8%1.7%65 30
65 40
1.8%1.7%
65 30
1.8%65 50
65 40
65 40
65 40
65 50
1.8%
69 30
TC
67
0
6
6
0664 69 00
TC6857
TC
71 30
TC
71 30
TC
668
6
7
0
666
66866
8
662662
62 24
64 70
TC
64 50
TC
672
62 60
65 50
65 50
65 50 65 50
65 50 65 50
PR. 10-YR
WSEL=655.18 GRADING PLAN10
C-GP-101.DWG
C-GP-101
1" = 30'N/A
GORDON
C. GIANGI
C. GIANGI
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 CONSULTINGCOPYRIGHT . NO REPRODUCTION OR USE OF THIS DRAWING IS ALLOWED IN PART OR IN WHOLE BY ANY PROCESS WITHOUT PRIOR WRITTEN AUTHORIZATION FROM GORDON US, LLC (GORDON)REVISIONS
NUMBER DATE DESCRIPTIONSEAL:
NUMBER:
NCS:
CADD:
JOB:
PLAN:
HORIZ: VERT:
Gordon
SCALE:
DATE:
SUR:
DRW:
DES:
CHK:####ONE LOGISTICSLANDBAY 3SHAWNEE MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA42
3088-0105
(SP) #39-23
SEPTEMBER 2023
FREDERICK WATER DETAILS11
C-CU-500.DWG
C-CU-500
N/AN/A
GORDON
C. GIANGI
C. GIANGI
P. LAZAREVICH111/02/23VDOT, FC, FMO, & FW COMMENTSGordon4501 Daly DriveChantilly, VA 20151Phone: 703-263-1900www.gordon.us.comPROGRAMMING AND PLANNINGCIVIL ENGINEERINGLANDSCAPE ARCHITECTURESURVEY AND MAPPINGSECURITY CONSULTINGCOPYRIGHT . NO REPRODUCTION OR USE OF THIS DRAWING IS ALLOWED IN PART OR IN WHOLE BY ANY PROCESS WITHOUT PRIOR WRITTEN AUTHORIZATION FROM GORDON US, LLC (GORDON)REVISIONS
NUMBER DATE DESCRIPTIONSEAL:
NUMBER:
NCS:
CADD:
JOB:
PLAN:
HORIZ: VERT:
Gordon
SCALE:
DATE:
SUR:
DRW:
DES:
CHK:####ONE LOGISTICSLANDBAY 3SHAWNEE MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA42
3088-0105
(SP) #39-23
SEPTEMBER 2023
FREDERICK WATER DETAILS12
C-CU-500.DWG
C-CU-500
N/AN/A
GORDON
C. GIANGI
C. GIANGI
P. LAZAREVICH1211/02/2312/7/23VDOT, FC, FMO, & FW COMMENTSFC & FW COMMENTSGordon4501 Daly DriveChantilly, VA 20151Phone: 703-263-1900www.gordon.us.comPROGRAMMING AND PLANNINGCIVIL ENGINEERINGLANDSCAPE ARCHITECTURESURVEY AND MAPPINGSECURITY CONSULTINGCOPYRIGHT . NO REPRODUCTION OR USE OF THIS DRAWING IS ALLOWED IN PART OR IN WHOLE BY ANY PROCESS WITHOUT PRIOR WRITTEN AUTHORIZATION FROM GORDON US, LLC (GORDON)REVISIONS
NUMBER DATE DESCRIPTIONSEAL:
NUMBER:
NCS:
CADD:
JOB:
PLAN:
HORIZ: VERT:
Gordon
SCALE:
DATE:
SUR:
DRW:
DES:
CHK:####ONE LOGISTICSLANDBAY 3SHAWNEE MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA42
3088-0105
(SP) #39-23
SEPTEMBER 2023
GREASE TRAP
EX. GRADE
PR. GRADETOP=661.32M
+00=EX SAN MHEX INV OUT(8")=646.10EX INV IN(8")=646.30INV IN(6")=646.505.4' COVERTOP=661.7210
TOP=664.0711
TOP=664.6512
TOP=664.5813
TOP=664.4114
13.1' COVER+65.92=30" STORM X-INGINV=652.831.9' CLEAR5.5' CLEAR39.17'-6" PVC SDR 35/26@ 6.38%88.96'-6" PVC SDR 35/26@ 3.60%78.37'-6" PVC SDR 35/26@ 1.28%75.29'-6" PVC SDR 35/26@ 1.33%63.11'-6" PVC SDR 35/26@ 1.27%39.83'-6" PVC SDR 35/26@ 1.51%+39.17=SAN C/OINV OUT(6")=649.00INV IN(6")=649.00+28.13=SAN C/OINV OUT(6")=652.20INV IN(6")=652.30+06.50=SAN C/OINV OUT(6")=653.30INV IN(6")=653.30+81.79=SAN C/OINV OUT(6")=654.30INV IN(6")=654.30+44.90=SAN C/OINV OUT(6")=655.10INV IN(6")=655.1014+22.40=BUILDING CONNECTIONINV.=660.0212+96.32=2" WATER XINGINV.=660.52+84.74=SAN C/OINV OUT(6")=655.70INV IN(4")=655.70INV IN(4")=655.7014+07.01=2" WATER XINGINV.=660.894.2' CLEARTOP=664.5815
1.5' CLEAR11.16' - 4" PVC SDR 35/26
@ 2.69%+16.50=8" STM 33 - 30 X-INGINV=661.383.00' - 4"
PVC SDR 35/26
@ 3.33%13+87.74=GREASE TRAPINV.=655.7813+99.24=GREASE TRAPINV.=656.038.00' - 4" PVC SDR 35/26 @
3.12%14+08.24=BEGIN VERT RISER14+11.24=END VERT RISERGREASE
INTERCEPTOR
SAN LAT
EX. GRADE
PR. GRADETOP=664.5815
TOP=664.4516
TOP=664.4917
49.10'-4" PVC SDR 35/26@ 2.24%46.00'-4" PVC SDR 35/26@ 2.17%31.77' - 4" PVC SDR 35/26
@ 2.20%2.6' CLEAR1.5' CLEAR+37.70=8" STM 30 - 8 X-INGINV=658.40+00=SAN C/OINV OUT(6")=655.70INV IN(4")=655.70INV IN(4")=655.70+49.10=SAN C/OINV OUT(4")=656.80INV IN(4")=656.80+95.10=SAN C/OINV OUT(4")=657.80INV IN(4")=657.8011+37.87=BUILDING CONNECTIONINV.=662.527.00' - 4" PVC SDR 35/26 @
2.86%11+26.87=BEGIN VERT RISER11+31.87=BEGIN VERT RISER+26.87=8" STM 32 - 31 X-INGINV=661.65SANITARY SEWER PROFILES13
C-CU-201.DWG
C-CU-201
1" = 50'1" = 5'
GORDON
C. GIANGI
C. GIANGI
P. LAZAREVICH111/02/23VDOT, FC, FMO, & FW COMMENTSGordon4501 Daly DriveChantilly, VA 20151Phone: 703-263-1900www.gordon.us.comPROGRAMMING AND PLANNINGCIVIL ENGINEERINGLANDSCAPE ARCHITECTURESURVEY AND MAPPINGSECURITY CONSULTINGCOPYRIGHT . NO REPRODUCTION OR USE OF THIS DRAWING IS ALLOWED IN PART OR IN WHOLE BY ANY PROCESS WITHOUT PRIOR WRITTEN AUTHORIZATION FROM GORDON US, LLC (GORDON)REVISIONS
NUMBER DATE DESCRIPTIONSEAL:
NUMBER:
NCS:
CADD:
JOB:
PLAN:
HORIZ: VERT:
Gordon
SCALE:
DATE:
SUR:
DRW:
DES:
CHK:####ONE LOGISTICSLANDBAY 3SHAWNEE MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA42
3088-0105
(SP) #39-23
SEPTEMBER 2023
HORIZONTAL SCALE: 1" = 50'
50 25 0 50 100 150
VERTICAL SCALE: 1" = 5'
5 2.5 0 5 10 15
CORE DRILL AND
RESHAPING OF BENCH
BY CONTRACTOR
WM A4.0'COVERMIN.EX 12" W/L+00=BEGIN RESTRAINED JOINTS+00=TIE INTO EX. W/M A1REMOVE EX. BLOW OFF VALVEAND EXTEND 12" W/MEX 12" W/L
+03.49=TIE INTO EX. W/M JREMOVE EX. BLOW OFF VALVEAND EXTEND 12" W/M+03.49=END RESTRAINED JOINTSPR. GRADE
EX. GRADE
+89.51=30" STM 4-3 X-INGINV=653.03+37.06=24" STM 5-4 X-INGINV=654.11+20.38=18" STM 4B-4A X-INGINV=657.871.8' CLEAR2.2' CLEAR1.5' CLEAR+54.92=1-45° HORIZ. BEND+09.04=1-45° HORIZ. BEND11+50.55 = 10+00 WATERMAIN B1-12"X12" TEE, 3-12" VALVES+83.40=1-12"x6" TEE1-6" VALVE1-FH1+95.27=1-45° HORIZ. BEND+41.49=1-45° HORIZ. BEND12" DIP CLASS 52
W
/
L +75.41=BEGIN RESTRAINED JOINTS+50.57=END RESTRAINED JOINTS4.0'COVERMIN.4.0'COVERMIN.WM B4.0'COVERMIN.EX. GRADE
PR. GRADE
+83.95=8" STM 6A-6 X-INGINV=657.371.5' CLEAR+00 = 11+50.55 WATERMAIN A1-12"X12" TEE, 3-12" VALVES+94.32=1-12"x6" TEE2" WATER SERVICE LINE+29.36=1-45° HORIZ. BEND+00=BEGIN RESTRAINED JOINTS12" DIP CLASS 52 W/L +07.41=END RESTRAINED JOINTS+07.41= 1 - FH26" DIP
+99.41= 1 - 12"X6" REDUCER1-6" VALVEFIRE HYDRANT 1
PR.
GRADE
4.0'COVERMIN.+00 =1-12"x6" TEE1-6" VALVE+16.09=END RESTRAINED JOINTS+00=BEGIN RESTRAINED JOINTSEX. GRADE
+16.09= 1 - FH16" DIP
SERVICE LINE
PR. GRADE
+24.18=18" STM 7-6 X-INGINV=656.63EX. GRADE
2.9' CLEAR+51.04=8" STM 30 - 8 XINGINV=658.612.5' CLEAR+47.19= 48" MANHOLE1 - 2" METER4.0'COVERMIN.+00= 11+94.32 W/M B1-12"x6" TEE2 " DOMESTIC SERVICE LINE+12.21= BUILDING CONNECTION2 " COPPER DOMESTIC LINE 4.0'COVERMIN.7.4' CLEAR+37.41=6" SAN X-INGINV=654.481.5' CLEAR+01.21=8" STM 32 - 31 X-INGINV=661.46+43.19= 1 - BALL VALVE CURB STOP WITH PJ;BOTH ENDS WITH 2" GATE VALVEOPERATING NUT3.0'COVER+52.19= 1 - PJ X FIP COUPLINGAND MIP PLASTIC PLUGFREDERICK WATER'S
PORTION SHALL BE 2"
CTS 200 PE TUBING
WATERMAIN PROFILES14
C-CU-231.DWG
C-CU-231
1" = 50'1" = 5'
GORDON
C. GIANGI
C. GIANGI
P. LAZAREVICH1211/02/2312/07/23VDOT, FC, FMO, & FW COMMENTSFC & FW COMMENTSGordon4501 Daly DriveChantilly, VA 20151Phone: 703-263-1900www.gordon.us.comPROGRAMMING AND PLANNINGCIVIL ENGINEERINGLANDSCAPE ARCHITECTURESURVEY AND MAPPINGSECURITY CONSULTINGCOPYRIGHT . NO REPRODUCTION OR USE OF THIS DRAWING IS ALLOWED IN PART OR IN WHOLE BY ANY PROCESS WITHOUT PRIOR WRITTEN AUTHORIZATION FROM GORDON US, LLC (GORDON)REVISIONS
NUMBER DATE DESCRIPTIONSEAL:
NUMBER:
NCS:
CADD:
JOB:
PLAN:
HORIZ: VERT:
Gordon
SCALE:
DATE:
SUR:
DRW:
DES:
CHK:####ONE LOGISTICSLANDBAY 3SHAWNEE MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA42
3088-0105
(SP) #39-23
SEPTEMBER 2023
HORIZONTAL SCALE: 1" = 50'
50 25 0 50 100 150
VERTICAL SCALE: 1" = 5'
5 2.5 0 5 10 15
STM 9 - EX8D STM 26A - 32.4' COVER80.87' - 36" SLCPP
@ 1.42%
46.90' - 36" SLCPP@ 0.64%
32.00' - 30" SLCPP@ 1.56%
134.53' - 30" SLCPP
@ 1.12%
102.00' - 24" SLCPP
@ 0.88%
92.66' - 21" SLCPP
@ 1.19%
76.63' - 18" SLCPP
@ 0.85%
78.40' - 15" SL
C
P
P
@ 2.81%TOP=664.006
TOP=664.009
TOP=664.007
TOP=663.814
TOP=660.982
TOP=663.561
TOP=655.11EX8D
TOP=664.008
84.60' - 15" SLCPP
@ 0.59%+00=REMOVE EX. ES-1REPLACE WITH DI-7 (D=60")INV IN(36")=649.35INV OUT(36")=649.25+80.87=MH-2 (D=60")INV OUT(36")=650.50INV IN(36")=650.60+27.77=DI-3C (D=60")BMP SNOUT 72RTB96INV OUT(36")=650.90INV IN(30")=651.40+94.29=DI-3B (D=60")INV OUT(30")=653.50INV IN(24")=654.00INV IN(21")=654.22+88.96=DI-1 (D=48")INV OUT(21")=656.25INV IN(18")=656.50INV IN(8")=657.00+65.59=DI-1 (D=48")INV OUT(18")=657.15INV IN(15")=657.40+50.19=DI-1 (D=48")INV OUT(15")=657.90INV IN(15")=658.00INV IN(8")=658.30+28.59=DI-1 (D=48")INV OUT(15")=660.20+34.53=6" SANITARY X-INGINV.=649.96+52.09=12" WATER LINE X-ING, INV=657.70+07.28=12" WATER LINE X-ING, INV=658.60TOP=661.883
130.84' - 15" SLCPP
@ 0.69%TOP=662.0020
50.00' - 15" SLCPP
@ 0.80%
103.10' - 15" SLCPP
@ 0.58%TOP=662.6021
+00=MH-2 (D=72")INV OUT(30")=651.90INV IN(15")=656.30INV IN(30")=652.00+30.84=DI-1 (D=48")INV OUT(15")=657.20INV IN(15")=657.30+80.84=DI-1 (D=48")INV OUT(15")=657.70INV IN(15")=657.80INV IN(8")=658.60PR. GRADE
EX. GRADE
PR. GRADE
EX. GRADE
2.0' CLEAR1.8' CLEAR2.0' CLEARTOP=661.883
10 YR WSEL=664.2810 YR WSEL=664.1810 YR WSEL=664.1610 YR WSEL=664.09TOP=663.5522
+83.94=DI-1 (D=48")INV OUT(15")=658.40INV IN(8")=658.7010 YR WSEL=662.0815+24.45=2" W/L XINGINV.=660.001.5' CLEARTOP=665.4626A
TOP=665.2726TOP=665.3025
TOP=665.3024TOP=665.3123
38.00' - 8" SLCPP @ 1.05%17.00' - 8" SLCPP @ 2.35%15.70' - 8" SLCPP @ 3.18%16.70' - 8" SLCPP @ 8.38%13.00' - 6" SLCPP @ 4.62%+21.94=ADS Nyloplast Structure (D=24")INV OUT(8")=659.10INV IN(8")=659.10INV IN(8")=659.10INV IN(6")=660.40+38.94=ADS Nyloplast Structure (D=24")INV OUT(8")=659.50INV IN(8")=659.50INV IN(6")=660.50+54.64=ADS Nyloplast Structure (D=24")INV OUT(8")=660.00INV IN(8")=660.00INV IN(6")=660.90+71.34=ADS Nyloplast Structure (D=24")INV OUT(8")=661.40INV IN(6")=661.40+84.34=CLEANOUTINV OUT(6")=662.0010 YR WSEL=662.6910 YR WSEL=663.6610 YR WSEL=664.09TOP=664.205
+96.29=DI-1 (D=48")INV OUT(24")=654.90INV IN(21")=655.15INV IN(8")=656.30+59.77=MH-2 (D=72")INV OUT(30")=651.90INV IN(15")=656.30INV IN(30")=652.00PR. HGL
PR. HGL10 YR WSEL=655.18STM 28A - 23TOP=665.2328
TOP=665.4628A
13.55' - 8" SLCPP @ 8.12%14.55' - 8" SLCPP @ 8.25%13.00' - 6" SLCPP @ 4.62%+00=ADS Nyloplast Structure (D=24")INV OUT(8")=659.10INV IN(8")=659.10INV IN(8")=659.10INV IN(6")=660.40+28.10=ADS Nyloplast Structure (D=24")INV OUT(8")=661.40INV IN(6")=661.40+41.10=CLEANOUTINV OUT(6")=662.00PR. GRADE
EX. GRADE
+13.55=ADS Nyloplast Structure (D=24")INV OUT(8")=660.20INV IN(8")=660.20INV IN(6")=660.30TOP=665.3123
TOP=665.2427
PR. HGL
CARPUMP-RD16.00' - 8" SLCPP @ 1.88%26.00' - 8" SLCPP @ 1.54%TOP=663.4721F
26.00' - 8" SLCPP @ 1.54%TOP=662.6021
26.00' - 8" SLCPP @ 1.54%26.00' - 8" SLCPP @ 1.15%26.00' - 8" SLCPP @ 1.15%+00=DI-1 (D=48")INV OUT(15")=657.70INV IN(15")=657.80INV IN(8")=658.60+16=ADS Nyloplast Structure (D=24")INV OUT(8")=658.90INV IN(8")=658.90+42=ADS Nyloplast Structure (D=24")INV OUT(8")=659.20INV IN(8")=659.20+68=ADS Nyloplast Structure (D=24")INV OUT(8")=659.50INV IN(8")=659.50+94=ADS Nyloplast Structure (D=24")INV OUT(8")=659.90INV IN(8")=659.90+20=ADS Nyloplast Structure (D=24")INV OUT(8")=660.30INV IN(8")=660.30+46=ADS Nyloplast Structure (D=24")INV OUT(8")=660.70PR. GRADE
EX. GRADE
2.2' COVERTOP=663.2721A TOP=663.3921B
TOP=663.4321C TOP=663.4521D
TOP=663.4721E
PR. HGL
TRUCKPUMP-RDTOP=664.006
28.11' - 8" SLCPP@ 2.49%20.00' - 8" SLCPP @ 1.00%TOP=667.416G
20.00' - 8" SLCPP @ 1.00%20.00' - 8" SLCPP @ 1.00%20.00' - 8" SLCPP @ 1.00%20.00' - 8" SLCPP @ 1.00%106.86' - 8" SLCPP@ 5.43%+00=DI-1 (D=48")INV OUT(21")=656.25INV IN(18")=656.50INV IN(8")=657.00+28.11=ADS Nyloplast Structure (D=24")INV OUT(8")=657.70INV IN(8")=657.70+34.97=ADS Nyloplast Structure (D=24")INV OUT(8")=663.50INV IN(8")=663.50+54.98=ADS Nyloplast Structure (D=24")INV OUT(8")=663.70INV IN(8")=663.70+74.98=ADS Nyloplast Structure (D=24")INV OUT(8")=663.90INV IN(8")=663.90+94.98=ADS Nyloplast Structure (D=24")INV OUT(8")=664.10INV IN(8")=664.10+14.98=ADS Nyloplast Structure (D=24")INV OUT(8")=664.30INV IN(8")=664.30+34.98=ADS Nyloplast Structure (D=24")INV OUT(8")=664.50PR. GRADE
EX. GRADE
2.2' COVERTOP=668.616B
TOP=667.686F
TOP=667.956ETOP=668.226D
TOP=668.506CTOP=665.036A
+14.85=12" WATER LINE X-INGINV=659.411.5' CLEARPR. HGL
1.5' CLEARSTM 4C - 4
170.47' - 21" SLCPP
@ 1.63%TOP=666.354A
98.11' - 18" SL
C
P
P
@ 2.80%TOP=666.854B
117.00' - 15"
S
L
C
P
P
@ 3.63%TOP=668.204C
TOP=663.814
+00=DI-3B (D=60")INV OUT(30")=653.50INV IN(24")=654.00INV IN(21")=654.22+70.47=DI-3B (D=48")INV OUT(21")=657.00INV IN(18")=657.25+68.58=DI-1 (D=48")INV OUT(18")=660.00INV IN(15")=660.25+85.58=DI-1 (D=48")INV OUT(15")=664.50PR. GRADEEX. GRADE
2.3' COVER10 YR WSEL=666.9910 YR WSEL=668.33+92.48=12" WATER LINE X-ING, INV=661.12PR. HGL STORM PROFILES15
C-CU-210.DWG
C-CU-210
1" = 50'1" = 5'
GORDON
L. BELLACK
C. GIANGI
P. LAZAREVICHGordon4501 Daly DriveChantilly, VA 20151Phone: 703-263-1900www.gordon.us.comPROGRAMMING AND PLANNINGCIVIL ENGINEERINGLANDSCAPE ARCHITECTURESURVEY AND MAPPINGSECURITY CONSULTINGCOPYRIGHT . NO REPRODUCTION OR USE OF THIS DRAWING IS ALLOWED IN PART OR IN WHOLE BY ANY PROCESS WITHOUT PRIOR WRITTEN AUTHORIZATION FROM GORDON US, LLC (GORDON)REVISIONS
NUMBER DATE DESCRIPTIONSEAL:
NUMBER:
NCS:
CADD:
JOB:
PLAN:
HORIZ: VERT:
Gordon
SCALE:
DATE:
SUR:
DRW:
DES:
CHK:####ONE LOGISTICSLANDBAY 3SHAWNEE MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA42
3088-0105
(SP) #39-23
SEPTEMBER 2023
HORIZONTAL SCALE: 1" = 50'
50 25 0 50 100 150
VERTICAL SCALE: 1" = 5'
5 2.5 0 5 10 15
STORM 32A - 81.5' CLEAR1.5' CLEAR2.8' CLEAR1.5' CLEARTOP=665.3730
TOP=665.2732
TOP=665.4432A
+99.83=4" SAN X-INGINV=658.50+42.43=ADS Nyloplast Structure (D=24")INV OUT(8")=658.70INV IN(6")=661.40INV IN(8")=658.70INV IN(8")=658.70+09.09=ADS Nyloplast Structure (D=24")INV OUT(8")=661.80INV IN(6")=661.80+17.09=CLEANOUTINV OUT(6")=662.0035.25' - 8" SLCPP @ 7.38%8.00' - 6" SLCPP@ 2.50%10+95.62=212" W/L XINGINV.=659.82PR. GRADE
EX. GRADE
42.43' - 8" SLCPP@ 0.94%TOP=664.008
+00=DI-1 (D=48")INV OUT(15")=657.90INV IN(15")=658.00INV IN(8")=658.30+10.67=4" SAN X-INGINV=656.5410+32.90=2" W/L XINGINV.=660.9331.41' - 8" PVC DR-25@ 1.59%TOP=665.2931
+77.68=ADS Nyloplast Structure (D=24")INV OUT(8")=661.30INV IN(8")=661.30PR. HGL
STORM 34A - 301.5' CLEARTOP=665.3730
TOP=665.3234
+00=ADS Nyloplast Structure (D=24")INV OUT(8")=658.70INV IN(6")=661.40INV IN(8")=658.70INV IN(8")=658.7031.09' - 8" SLCPP @ 1.93%+37.70=4" SAN X-INGINV=659.54PR. GRADE
EX. GRADE
+59.50=ADS Nyloplast Structure (D=24")INV OUT(8")=661.80INV IN(6")=661.80+62.40=CLEANOUTINV OUT(6")=662.002.90' - 6" SLCPP@ 6.90%TOP=665.4034A
28.41' - 8" SLCPP @ 8.80%TOP=665.3133
+28.41=ADS Nyloplast Structure (D=24")INV OUT(8")=661.20INV IN(8")=661.20PR. HGL
STM 45A - 544.14' - 8" SLCPP @ 3.40%58.00' - 8" SLCPP
@ 1.03%23.70' - 8" SLCPP @ 1.27%35.00' - 8" SLCPP @ 1.14%26.00' - 8" SLCPP @ 2.31%21.30' - 8" SLCPP @ 8.22%12.00' - 6" SLCPP @ 4.58%3.2' CLEARTOP=665.4245ATOP=665.2245
TOP=665.2643
TOP=664.205
PR. GRADE
EX. GRADE
+00=DI-1 (D=48")INV OUT(24")=654.90INV IN(21")=655.15INV IN(8")=656.30+44.14=ADS Nyloplast Structure (D=24")INV OUT(8")=657.80INV IN(8")=657.80INV IN(8")=657.80+02.14=ADS Nyloplast Structure (D=24")INV OUT(8")=658.40INV IN(8")=658.40INV IN(6")=659.00+25.84=ADS Nyloplast Structure (D=24")INV OUT(8")=658.70INV IN(8")=658.70INV IN(6")=659.00+86.84=ADS Nyloplast Structure (D=24")INV OUT(8")=659.70INV IN(8")=659.70INV IN(6")=660.00+08.14=ADS Nyloplast Structure (D=24")INV OUT(8")=661.45INV IN(6")=661.45+20.14=CLEANOUTINV OUT(6")=662.00+13.78=6" SAN X-INGINV=653.06TOP=665.6840
TOP=665.3641
TOP=665.3642
TOP=665.2444TOP=665.2643
+60.84=ADS Nyloplast Structure (D=24")INV OUT(8")=659.10INV IN(8")=659.10INV IN(6")=659.50PR. HGL
STM 49A - 40TOP=665.6840
TOP=665.3646
TOP=665.3747 TOP=665.3748
TOP=665.8749
TOP=665.4449A
30.40' - 8" SLCPP @ 8.22%15.00' - 8" SLCPP @ 3.00%22.70' - 8" SLCPP @ 1.98%33.00' - 8" SLCPP @ 1.52%4.30' - 6" SLCPP@ 4.65%+00=ADS Nyloplast Structure (D=24")INV OUT(8")=657.80INV IN(8")=657.80INV IN(8")=657.80+33=ADS Nyloplast Structure (D=24")INV OUT(8")=658.30INV IN(8")=658.30INV IN(6")=659.00+55.70=ADS Nyloplast Structure (D=24")INV OUT(8")=658.75INV IN(8")=658.75INV IN(6")=659.00+70.70=ADS Nyloplast Structure (D=24")INV OUT(8")=659.20INV IN(8")=659.20INV IN(6")=661.00+05.40=CLEANOUTINV OUT(6")=662.00+01.10=ADS Nyloplast Structure (D=24")INV OUT(8")=661.70INV IN(6")=661.80PR. GRADEEX. GRADE
PR. HGL
STM 30A - 30TOP=665.3730
TOP=665.4730A
8.00' - 6" SLCPP@ 7.50%+00=ADS Nyloplast Structure (D=24")INV OUT(8")=658.70INV IN(6")=661.40INV IN(8")=658.70INV IN(8")=658.70+08=CLEANOUTINV OUT(6")=662.00PR. HGL
STM 41A - 41 STM 42A - 42 STM 43A - 43 STM 44A - 44 STM 46A - 46 STM 47A - 47 STM 48A - 48TOP=665.3641
TOP=665.5041A
TOP=665.5042ATOP=665.3642
TOP=665.4643ATOP=665.2643
TOP=665.4244ATOP=665.2444
+00=ADS Nyloplast Structure (D=24")INV OUT(8")=658.40INV IN(8")=658.40INV IN(6")=659.00+13=CLEANOUTINV OUT(6")=662.00+00=ADS Nyloplast Structure (D=24")INV OUT(8")=658.70INV IN(8")=658.70INV IN(6")=659.00+15=CLEANOUTINV OUT(6")=662.00+15=CLEANOUTINV OUT(6")=662.00+00=ADS Nyloplast Structure (D=24")INV OUT(8")=659.10INV IN(8")=659.10INV IN(6")=659.50+12=CLEANOUTINV OUT(6")=662.00+00=ADS Nyloplast Structure (D=24")INV OUT(8")=659.70INV IN(8")=659.70INV IN(6")=660.0013.00' - 6" SLCPP@ 23.08%15.00' - 6" SLCPP@ 20.00%15.00' - 6" SLCPP@ 16.67%12.00' - 6" SLCPP@ 16.67%
PR. GRADE PR. GRADE PR. GRADE PR. GRADE
EX. GRADE EX. GRADE EX. GRADE EX. GRADE TOP=665.3646
TOP=665.5046A TOP=665.3747
TOP=665.5047A TOP=665.3748
TOP=665.4448A
+00=ADS Nyloplast Structure (D=24")INV OUT(8")=658.30INV IN(8")=658.30INV IN(6")=659.0014.00' - 6" SLCPP@ 21.43%+14=CLEANOUTINV OUT(6")=662.00+14=CLEANOUTINV OUT(6")=662.0014.00' - 6" SLCPP@ 21.43%+00=ADS Nyloplast Structure (D=24")INV OUT(8")=658.75INV IN(8")=658.75INV IN(6")=659.00+04.30=CLEANOUTINV OUT(6")=662.004.30' - 6" SLCPP@ 23.26%+00=ADS Nyloplast Structure (D=24")INV OUT(8")=659.20INV IN(8")=659.20INV IN(6")=661.00PR. HGL PR. HGL PR. HGL PR. HGL
PR. HGL PR. HGL PR. HGL
STORM PROFILES16
C-CU-210.DWG
C-CU-210
1" = 50'1" = 5'
GORDON
L. BELLACK
C. GIANGI
P. LAZAREVICHGordon4501 Daly DriveChantilly, VA 20151Phone: 703-263-1900www.gordon.us.comPROGRAMMING AND PLANNINGCIVIL ENGINEERINGLANDSCAPE ARCHITECTURESURVEY AND MAPPINGSECURITY CONSULTINGCOPYRIGHT . NO REPRODUCTION OR USE OF THIS DRAWING IS ALLOWED IN PART OR IN WHOLE BY ANY PROCESS WITHOUT PRIOR WRITTEN AUTHORIZATION FROM GORDON US, LLC (GORDON)REVISIONS
NUMBER DATE DESCRIPTIONSEAL:
NUMBER:
NCS:
CADD:
JOB:
PLAN:
HORIZ: VERT:
Gordon
SCALE:
DATE:
SUR:
DRW:
DES:
CHK:####ONE LOGISTICSLANDBAY 3SHAWNEE MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA42
3088-0105
(SP) #39-23
SEPTEMBER 2023
HORIZONTAL SCALE: 1" = 50'
50 25 0 50 100 150
VERTICAL SCALE: 1" = 5'
5 2.5 0 5 10 15
STM 23A - 23TOP=665.3123
TOP=665.5023A
+00=ADS Nyloplast Structure (D=24")INV OUT(8")=659.10INV IN(8")=659.10INV IN(8")=659.10INV IN(6")=660.40+13=CLEANOUTINV OUT(6")=662.0013.00' - 6" SLCPP@ 12.31%
PR. GRADE
EX. GRADE
PR. HGL
STM 24A - 24TOP=665.3024
TOP=665.5024A
+00=ADS Nyloplast Structure (D=24")INV OUT(8")=659.50INV IN(8")=659.50INV IN(6")=660.50+13=CLEANOUTINV OUT(6")=662.0013.00' - 6" SLCPP@ 11.54%
PR. GRADE
EX. GRADE
PR. HGL
STM 25A - 25TOP=665.3025
TOP=665.4725A
+13=CLEANOUTINV OUT(6")=662.00+00=ADS Nyloplast Structure (D=24")INV OUT(8")=660.00INV IN(8")=660.00INV IN(6")=660.9013.00' - 6" SLCPP@ 8.46%
PR. GRADE
EX. GRADE
PR. HGL
STM 27A - 27TOP=665.4627ATOP=665.2427
+13=CLEANOUTINV OUT(6")=662.00+00=ADS Nyloplast Structure (D=24")INV OUT(8")=660.20INV IN(8")=660.20INV IN(6")=660.3013.00' - 6" SLCPP@ 13.08%
PR. GRADE
EX. GRADE
PR. HGL
STORM PROFILES17
C-CU-210.DWG
C-CU-210
1" = 50'1" = 5'
GORDON
L. BELLACK
C. GIANGI
P. LAZAREVICHGordon4501 Daly DriveChantilly, VA 20151Phone: 703-263-1900www.gordon.us.comPROGRAMMING AND PLANNINGCIVIL ENGINEERINGLANDSCAPE ARCHITECTURESURVEY AND MAPPINGSECURITY CONSULTINGCOPYRIGHT . NO REPRODUCTION OR USE OF THIS DRAWING IS ALLOWED IN PART OR IN WHOLE BY ANY PROCESS WITHOUT PRIOR WRITTEN AUTHORIZATION FROM GORDON US, LLC (GORDON)REVISIONS
NUMBER DATE DESCRIPTIONSEAL:
NUMBER:
NCS:
CADD:
JOB:
PLAN:
HORIZ: VERT:
Gordon
SCALE:
DATE:
SUR:
DRW:
DES:
CHK:####ONE LOGISTICSLANDBAY 3SHAWNEE MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA42
3088-0105
(SP) #39-23
SEPTEMBER 2023HORIZONTAL SCALE: 1" = 50'
50 25 0 50 100 150
VERTICAL SCALE: 1" = 5'
5 2.5 0 5 10 15
VDOT PIPE COMPUTATIONS
STORM COMPUTATIONS18
C-CU-210.DWG
C-CU-210
1" = 50'1" = 5'
GORDON
L. BELLACK
C. GIANGI
P. LAZAREVICHGordon4501 Daly DriveChantilly, VA 20151Phone: 703-263-1900www.gordon.us.comPROGRAMMING AND PLANNINGCIVIL ENGINEERINGLANDSCAPE ARCHITECTURESURVEY AND MAPPINGSECURITY CONSULTINGCOPYRIGHT . NO REPRODUCTION OR USE OF THIS DRAWING IS ALLOWED IN PART OR IN WHOLE BY ANY PROCESS WITHOUT PRIOR WRITTEN AUTHORIZATION FROM GORDON US, LLC (GORDON)REVISIONS
NUMBER DATE DESCRIPTIONSEAL:
NUMBER:
NCS:
CADD:
JOB:
PLAN:
HORIZ: VERT:
Gordon
SCALE:
DATE:
SUR:
DRW:
DES:
CHK:####ONE LOGISTICSLANDBAY 3SHAWNEE MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA42
3088-0105
(SP) #39-23
SEPTEMBER 2023
VDOT HGL COMPUTATIONS VDOT PIPE AND 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 FLOWS AND HGL WERE CALCULATED USING VDOT
METHODOLOGY PER THE VDOT DRAINAGE MANUAL (ISSUED APRIL 2002,
REVISED JANUARY 2021)
VDOT INLET COMPUTATIONS NOTE:
1. INLET COMPUTATIONS HAVE BEEN PREPARED IN ACCORDANCE WITH THE
METHODS IN THE VDOT DRAINAGE MANUAL (ISSUED APRIL 2002, REVISED
JANUARY 2021).
2. REFER TO EROSION AND SEDIMENT CONTROL PLAN ON SHEET 31 FOR
DRAINAGE DIVIDES.
B
D
D
D
DB
D
D
B
D
C
D
B
D
D
D
D
D
D
D
D
D
D
D
D
B
B
B
D
D
D
D
D
D
D
D
COVERSTONE DR
IVEVARIABLE
W
IDTH
PUBL
IC
R
IGHT
-OF
-WAY
G
R
I
D
N
O
R
T
H
V
I
R
G
I
N
I
A
S
T
A
T
E X16X XXXXXXOUTFALL 2
OUTFALL 1
OUTFALL 1.5
POND 1
POND 3B
POND 2
POND 3A
OUTFALL 3
6566646586
6
6
666666 670660664
66867066666
8 66866
2662
672PRINCE FREDERICK DRIVECOVERSTONE DRIVE
MILLWOOD PIKE - US ROUTE
5
0
/
1
7
HYDROLOGIC SOIL GROUP
(PER NRCS WEB SOIL SURVEY)
FOREST/OPEN SPACE
(NONE SHOWN)
SYMBOL DESCRIPTION
LEGEND
MANAGED TURF
IMPERVIOUS COVER
LIMITS OF DISTURBANCE
(FOR STORMWATER COMPUTATION
PURPOSES ONLY)
B
D
G:\PROJECT\ENGIN\3088\0105\PLANS\C-CJ-100.DWG 3/6/2024 12:51 PM HORIZONTAL DATUM: NAD83 VERTICAL DATUM: NAVD88POST-DEVELOPMENT LAND COVER MAP19
C-CJ-100.DWG
C-CJ-100
1" = 150'N/A
GORDON
S. MOORE
M. BAUMAN
K. RYANGordon4501 Daly DriveChantilly, VA 20151Phone: 703-263-1900www.gordon.us.comPROGRAMMING AND PLANNINGCIVIL ENGINEERINGLANDSCAPE ARCHITECTURESURVEY AND MAPPINGSECURITY CONSULTINGCOPYRIGHT . NO REPRODUCTION OR USE OF THIS DRAWING IS ALLOWED IN PART OR IN WHOLE BY ANY PROCESS WITHOUT PRIOR WRITTEN AUTHORIZATION FROM GORDON US, LLC (GORDON)REVISIONS
NUMBER DATE DESCRIPTIONSEAL:
NUMBER:
NCS:
CADD:
JOB:
PLAN:
HORIZ: VERT:
Gordon
SCALE:
DATE:
SUR:
DRW:
DES:
CHK:####ONE LOGISTICSLANDBAY 3SHAWNEE MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA42
3088-0105
(SP) #39-23
SEPTEMBER 2023
B
D
D
D
DB
D
D
B
D
C
D
B
D
D
D
D
D
D
D
D
D
D
D
D
B
B
B
D
D
D
D
D
D
D
D
PRINCE FREDERICK DRIVECOVERSTONE DRIVE EX.
POND
3BX16XXXXXXXXXX
X
XXXXXXXXXXXX
X XXXXXXXXXXXXX
EX. 45' TEMPORARY INGRESS/EGRESS
ACCESS & UTILITY EASEMENT
INSTR.NO. 070015617XXSF
SCF
CF
SF
SCF
CF
SCF
SF
CF
SCF
SF
CF
SCF
SF SCF
CF
SF
2-BP
3
1
2
3C
1.5
3C
OUTFALL 2
OUTFALL 1
OUTFALL 1.5
OUTFALL 3
PF-1
PF-1.5
MILLWOOD PIKE - US ROUTE
5
0
/
1
7
DRAINAGE DIVIDE
TIME OF CONCENTRATION
DRAINAGE AREA
LIMITS OF DISTURBANCE
HYDROLOGIC SOIL GROUP
(PER NRCS WEB SOIL SURVEY)
B
D
LEGEND
SYMBOL DESCRIPTION
IMPERVIOUS COVER
FOREST/OPEN SPACE
MANAGED TURF
D
SF = SHEETFLOW
SCF = SHALLOW CONCENTRATED
FLOW
CF = CONCENTRATED FLOW
SF
G:\PROJECT\ENGIN\3088\0105\PLANS\C-CJ-110.DWG 3/6/2024 12:50 PM HORIZONTAL DATUM: NAD83 VERTICAL DATUM: NAVD88PRE-DEVELOPMENT DRAINAGE AREA MAP20
C-CJ-110.DWG
C-CJ-110
1" = 150'N/A
GORDON
S. MOORE
M. BAUMAN
K. RYANGordon4501 Daly DriveChantilly, VA 20151Phone: 703-263-1900www.gordon.us.comPROGRAMMING AND PLANNINGCIVIL ENGINEERINGLANDSCAPE ARCHITECTURESURVEY AND MAPPINGSECURITY CONSULTINGCOPYRIGHT . NO REPRODUCTION OR USE OF THIS DRAWING IS ALLOWED IN PART OR IN WHOLE BY ANY PROCESS WITHOUT PRIOR WRITTEN AUTHORIZATION FROM GORDON US, LLC (GORDON)REVISIONS
NUMBER DATE DESCRIPTIONSEAL:
NUMBER:
NCS:
CADD:
JOB:
PLAN:
HORIZ: VERT:
Gordon
SCALE:
DATE:
SUR:
DRW:
DES:
CHK:####ONE LOGISTICSLANDBAY 3SHAWNEE MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA42
3088-0105
(SP) #39-23
SEPTEMBER 2023
PRINCE FREDERICK DRIVECOVERSTONE DRIVE
MILLWOOD PIKE - US ROUTE
5
0
/
1
7
B
D
D
D
DB
D
D
B
D
C
D
B
D
D
D
D
D
D
D
D
D
D
D
D
B
B
B
D
D
D
D
D
D
D
D
D6566646586
6
6
666666 670660664
66867066666
8 66866
2662
67228' CL I RIP RAPDEPTH = 2.5'PROPOSED PROPERTY LINE PER PENDING BLAPROPOSED PROPERTY LINE PER PENDING BLAPROPOSED PROPERTY LINE PER PENDING BLAPROPOSED PROPERTY LINE PER PENDING BLAPROPOSED PROPERTY LINE PER PENDING BLA28' CL I RIP RAPDEPTH = 2.5'X16X XXXXEX. 45' TEMPORARY INGRESS/EGRESS
ACCESS & UTILITY EASEMENT
INSTR.NO. 070015617XXTV
3A
1
1-UD
1.5
3A
1-UD
3-UD 3-UD
2-BP
3B
2
3C
OUTFALL 2
OUTFALL 1
OUTFALL 1.5
POND 1
POND 3B
POND 2
POND 3A
OUTFALL 3
PF-1
PF-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
MANAGED TURF
#
POST-PROJECT MAJOR FLOODPLAIN
100-YR (ZONE AE)G:\PROJECT\ENGIN\3088\0105\PLANS\C-CJ-120.DWG 3/6/2024 12:54 PM HORIZONTAL DATUM: NAD83 VERTICAL DATUM: NAVD88POST-DEVELOPMENT DRAINAGE AREA MAP21
C-CJ-120.DWG
C-CJ-120
1" = 150'N/A
GORDON
S. MOORE
M. BAUMAN
K. RYANGordon4501 Daly DriveChantilly, VA 20151Phone: 703-263-1900www.gordon.us.comPROGRAMMING AND PLANNINGCIVIL ENGINEERINGLANDSCAPE ARCHITECTURESURVEY AND MAPPINGSECURITY CONSULTINGCOPYRIGHT . NO REPRODUCTION OR USE OF THIS DRAWING IS ALLOWED IN PART OR IN WHOLE BY ANY PROCESS WITHOUT PRIOR WRITTEN AUTHORIZATION FROM GORDON US, LLC (GORDON)REVISIONS
NUMBER DATE DESCRIPTIONSEAL:
NUMBER:
NCS:
CADD:
JOB:
PLAN:
HORIZ: VERT:
Gordon
SCALE:
DATE:
SUR:
DRW:
DES:
CHK:####ONE LOGISTICSLANDBAY 3SHAWNEE MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA42
3088-0105
(SP) #39-23
SEPTEMBER 2023
G:\PROJECT\ENGIN\3088\0105\PLANS\C-CJ-120.DWG 3/6/2024 12:09 PM HORIZONTAL DATUM: NAD83 VERTICAL DATUM: NAVD88
COMPUTATIONS
PRE-DEVELOPMENT
DRAINAGE AREA COMPUTATIONS22
C-CJ-120.DWG
C-CJ-120
N/AN/A
GORDON
S. MOORE
M. BAUMAN
K. RYANGordon4501 Daly DriveChantilly, VA 20151Phone: 703-263-1900www.gordon.us.comPROGRAMMING AND PLANNINGCIVIL ENGINEERINGLANDSCAPE ARCHITECTURESURVEY AND MAPPINGSECURITY CONSULTINGCOPYRIGHT . NO REPRODUCTION OR USE OF THIS DRAWING IS ALLOWED IN PART OR IN WHOLE BY ANY PROCESS WITHOUT PRIOR WRITTEN AUTHORIZATION FROM GORDON US, LLC (GORDON)REVISIONS
NUMBER DATE DESCRIPTIONSEAL:
NUMBER:
NCS:
CADD:
JOB:
PLAN:
HORIZ: VERT:
Gordon
SCALE:
DATE:
SUR:
DRW:
DES:
CHK:####ONE LOGISTICSLANDBAY 3SHAWNEE MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA42
3088-0105
(SP) #39-23
SEPTEMBER 2023
WATER QUALITY COMPUTATIONS
COMPLIANCE COMPUTATIONSA
G:\PROJECT\ENGIN\3088\0105\PLANS\C-CJ-130.DWG 3/6/2024 12:09 PM HORIZONTAL DATUM: NAD83 VERTICAL DATUM: NAVD88
WATER QUALITY NARRATIVE
THE SITE IS DEFINED BY THE LIMITS OF DISTURBANCE OF APPROXIMATELY 133 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, LOT 2 BUILDING AND ASSOCIATED PARKING LOTS, THE OFFSITE TRANSPORTATION IMPROVEMENTS OF PRINCE
FREDERICK DRIVE, AND THE PROPOSED GAS STATION 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 THE LOT 2 APPLICATION. THE OFFSITE TRANSPORTATION IMPROVEMENTS ON PRINCE FREDERICK DRIVE ARE PROPOSED WITH THE
PRINCE FREDERICK DRIVE APPLICATION. THE PROPOSED GAS STATION AND PARKING LOTS ARE 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 AND THE PURCHASE OF NUTRIENT CREDITS. 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 PROPOSED GAS STATION AND PARKING
LOTS.
NUTRIENT CREDITS:
·PER SECTION 9VAC25-870-69 OF THE VSMP REGULATION, STORMWATER OFFSITE COMPLIANCE OPTIONS MAY BE UTILIZED TO MEET THE REQUIRED
PHOSPHORUS NUTRIENT REDUCTIONS. AS SET FORTH IN SECTION 9VAC25-870-69.A.3, THE NUTRIENT CREDITS WILL BE PURCHASED FROM THE
NONPOINT NUTRIENT OFFSET PROGRAM. PER SECTION SECTION 9VAC25-870-69.B.3, THE SITE QUALIFIES WITH PROVIDING AN ONSITE PHOSPHORUS
REDUCTION OF AT LEAST 75% OF THE TOTAL REQUIREMENT.
·THE SITE IS LOCATED WITHIN THE SULPHUR SPRING RUN-OPEQUON CREEK WATERSHED (020700040901) AND CONOCOCHEAQUE-OPEQUON
WATERSHED (02070004). THE NUTRIENT CREDIT ELIGIBILITY HAS BEEN EVALUATED PER THE REQUIREMENTS OF SECTION 9VAC25-900-91. THE FIRST
ASSESSED RECEIVING WATER IS OPEQUON CREEK AND IT HAS NOT BEEN ASSESSED FOR AN APPLICABLE IMPAIRMENT.
·THEREFORE, THE PURCHASE OF NUTRIENT CREDITS IS NOT SUBJECT TO THE HIERARCHY ESTABLISHED IN SECTION 9VAC25-900. THERE WERE NO
CREDITS AVAILABLE UPSTREAM FROM THE SITE OR IN THE HUC12 WATERSHED.
·CREDITS ARE AVAILABLE FROM THE HUC10 (0207000409) WATERSHED, AND A NUTRIENT CREDIT AVAILABILITY LETTER HAS BEEN PROVIDED ON THIS
SHEET FROM A BANK IN THAT WATERSHED.
·PER DEQ GUIDANCE MEMO 21-2007, NUTRIENT BANK SERVICES ARE BASED ON THE DATE OF THE NUTRIENT CREDIT AVAILABILITY LETTER ON THE
SUBMITTED STORMWATER MANAGEMENT PLANS FOR REVIEW. SHOULD THE NUTRIENT CREDIT AMOUNT INCREASE ABOVE THE AVAILABILITY LETTER,
OR NUTRIENT CREDITS BE SECURED FROM AN ALTERNATE BANK, A NEW NUTRIENT CREDIT AVAILABILITY LETTER AND EVALUATION FOR
CONFORMANCE WITH THE REQUIREMENTS OF SECTION 9VAC25-900-91 SHALL BE CONDUCTED. NUTRIENT CREDITS SHALL BE SECURED PRIOR TO
OBTAINING COVERAGE UNDER THE DEQ CONSTRUCTION GENERAL PERMIT, ISSUANCE OF A LOCAL SITE (4) PERMIT, AND ANY SITE DISTURBANCE.
ULTIMATE WATER QUALITY COMPLIANCE COMPUTATIONS FOR THE SITE WILL BE PROVIDED AS THE INDIVIDUAL LOTS ARE DEVELOPED.
SEE COMPLIANCE COMPUTATIONS ON SHEET 26.WATER QUALITY COMPUTATIONS23
C-CJ-130.DWG
C-CJ-130
N/AN/A
GORDON
S. MOORE
M. BAUMAN
K. RYANGordon4501 Daly DriveChantilly, VA 20151Phone: 703-263-1900www.gordon.us.comPROGRAMMING AND PLANNINGCIVIL ENGINEERINGLANDSCAPE ARCHITECTURESURVEY AND MAPPINGSECURITY CONSULTINGCOPYRIGHT . NO REPRODUCTION OR USE OF THIS DRAWING IS ALLOWED IN PART OR IN WHOLE BY ANY PROCESS WITHOUT PRIOR WRITTEN AUTHORIZATION FROM GORDON US, LLC (GORDON)REVISIONS
NUMBER DATE DESCRIPTIONSEAL:
NUMBER:
NCS:
CADD:
JOB:
PLAN:
HORIZ: VERT:
Gordon
SCALE:
DATE:
SUR:
DRW:
DES:
CHK:####ONE LOGISTICSLANDBAY 3SHAWNEE MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA42
3088-0105
(SP) #39-23
SEPTEMBER 2023
NOTE: NUTRIENT CREDITS SHALL BE PURCHASED PRIOR TO OBTAINING COVERAGE UNDER THE DEQ CONSTRUCTION GENERAL PERMIT, ISSUANCE OF A
FREDERICK COUNTY LAND DISTURBANCE PERMIT, AND ANY SITE DISTURBANCE. THIS AVAILABILITY LETTER CONFIRMS THERE ARE AVAILABLE CREDITS TO
MEET THE SITE WATER QUALITY REQUIREMENTS AT THE TIME OF SITE PLAN APPROVAL FROM AN ELIGIBLE BANK. SEE COMPUTATIONS ON THIS SHEET
FOR THE EXACT NUTRIENT CREDIT PURCHASE AMOUNT. SEE WATER QUALITY NARRATIVE ON THIS SHEET FOR FURTHER NUTRIENT CREDIT PURCHASE
REQUIREMENTS.
WATER QUALITY COMPUTATIONS
COMPLIANCE COMPUTATIONSA
COMPLIANCE SUMMARY COMPUTATIONSB BMP SUMMARY TABLE FOR ONE LOGISTICS DEVELOPMENTC
G:\PROJECT\ENGIN\3088\0105\PLANS\C-CJ-130.DWG 3/6/2024 12:09 PM HORIZONTAL DATUM: NAD83 VERTICAL DATUM: NAVD88WATER QUALITY COMPUTATIONS24
C-CJ-130.DWG
C-CJ-130
N/AN/A
GORDON
S. MOORE
M. BAUMAN
K. RYANGordon4501 Daly DriveChantilly, VA 20151Phone: 703-263-1900www.gordon.us.comPROGRAMMING AND PLANNINGCIVIL ENGINEERINGLANDSCAPE ARCHITECTURESURVEY AND MAPPINGSECURITY CONSULTINGCOPYRIGHT . NO REPRODUCTION OR USE OF THIS DRAWING IS ALLOWED IN PART OR IN WHOLE BY ANY PROCESS WITHOUT PRIOR WRITTEN AUTHORIZATION FROM GORDON US, LLC (GORDON)REVISIONS
NUMBER DATE DESCRIPTIONSEAL:
NUMBER:
NCS:
CADD:
JOB:
PLAN:
HORIZ: VERT:
Gordon
SCALE:
DATE:
SUR:
DRW:
DES:
CHK:####ONE LOGISTICSLANDBAY 3SHAWNEE MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA42
3088-0105
(SP) #39-23
SEPTEMBER 2023
TOTAL REQUIRED FOR ONE LOGISTICS
DEVELOPMENT. SEE NUTRIENT CREDIT TRACKER
ON SHEET 23 FOR THIS APPLICATION NUTRIENT
CREDIT PURCHASE AMOUNT.
G:\PROJECT\ENGIN\3088\0105\PLANS\C-CJ-140.DWG 3/6/2024 12:10 PM HORIZONTAL DATUM: NAD83 VERTICAL DATUM: NAVD88
WATER QUANTITY NARRATIVE
THE SITE IS DEFINED BY THE LIMITS OF DISTURBANCE OF APPROXIMATELY 133 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, LOT 2 BUILDING AND ASSOCIATED PARKING LOTS, THE OFFSITE TRANSPORTATION
IMPROVEMENTS OF PRINCE FREDERICK DRIVE, AND THE PROPOSED GAS STATION 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 THE LOT 2 APPLICATION. THE OFFSITE TRANSPORTATION
IMPROVEMENTS ON PRINCE FREDERICK DRIVE ARE PROPOSED WITH THE PRINCE FREDERICK DRIVE APPLICATION.
THE PROPOSED GAS STATION AND PARKING LOTS ARE PROPOSED WITH THIS APPLICATION.
IN THE PRE-DEVELOPMENT AND POST-DEVELOPMENT CONDITIONS, THERE ARE FOUR (4) OUTFALLS.
OUTFALL #PF-1: OUTFALL #PF-1 IS LOCATED ON THE NORTHWEST CORNER OF THE SITE IN SULPHUR SPRING RUN
DOWNSTREAM OF THE US ARMY CORPS OF ENGINEERS DRIVEWAY AND UPSTREAM OF OUTFALL #1. IN THE
PRE-DEVELOPMENT CONDITION, OUTFALL #PF-1 RECEIVES DRAINAGE FROM THE SOUTHERN END OF PRINCE
FREDERICK DRIVE INCLUDING THE INTERSECTION OF COSTELLO DRIVE. IN THE POST-DEVELOPMENT CONDITION,
OUTFALL #PF-1 RECEIVES DRAINAGE FROM THE TRANSPORTATION IMPROVEMENTS.
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 POND 1 AND AREAS THAT LEAVE THE
SITE AS SHEETFLOW.
OUTFALL #PF-1.5: OUTFALL #PF-1.5 IS LOCATED ON THE NORTHWEST CORNER OF THE SITE IN SULPHUR SPRING
RUN WITHIN THE EXISTING POND. IN THE PRE-DEVELOPMENT CONDITION, OUTFALL #PF-1.5 RECEIVES DRAINAGE
FROM THE NORTHERN END OF PRINCE FREDERICK DRIVE INCLUDING THE INTERSECTION OF MILLWOOD PIKE (RT
50/17). IN THE POST-DEVELOPMENT CONDITION, OUTFALL #PF-1.5 RECEIVES DRAINAGE FROM THE
TRANSPORTATION IMPROVEMENTS.
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 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. THE DISCHARGE FROM POND 3A IS CONVEYED THROUGH POND 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 #PF-1, #1, #PF-1.5, #1.5, #2, AND
#3.
WATER QUANTITY REQUIREMENTS
OUTFALL #PF-1 IS SUBJECT TO THE FOLLOWING SECTIONS OF THE VSMP REGULATIONS 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.1.A - WHERE STORMWATER FROM A DEVELOPMENT IS DISCHARGED TO A MANMADE
STORMWATER CONVEYANCE SYSTEM AND THE MANMADE STORMWATER CONVEYANCE SYSTEM SHALL CONVEY
THE POST-DEVELOPMENT PEAK FLOW RATE FROM THE 2-YEAR, 24-HOUR STORM EVENT WITHOUT CAUSING
EROSION OF THE SYSTEM
·9VAC25-870-66.B.4.A - WHERE THE CONVEYANCE SYSTEM IS ANALYZED TO A POINT WHERE THE SITE'S
CONTRIBUTING DRAINAGE AREA IS LESS THAN OR EQUAL TO 1% OF THE TOTAL WATERSHED AREA
·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 IS ANALYZED TO A POINT WHERE
THE STORMWATER CONVEYANCE SYSTEM ENTERS THE MAPPED FLOODPLAIN.
OUTFALLS #1,# PF-1.5 #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 #3C 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 20-22. 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.
SEE COMPLIANCE COMPUTATIONS ON THIS SHEET.WATER QUANTITY COMPUTATIONS25
C-CJ-140.DWG
C-CJ-140
N/AN/A
GORDON
S. MOORE
M. BAUMAN
K. RYANGordon4501 Daly DriveChantilly, VA 20151Phone: 703-263-1900www.gordon.us.comPROGRAMMING AND PLANNINGCIVIL ENGINEERINGLANDSCAPE ARCHITECTURESURVEY AND MAPPINGSECURITY CONSULTINGCOPYRIGHT . NO REPRODUCTION OR USE OF THIS DRAWING IS ALLOWED IN PART OR IN WHOLE BY ANY PROCESS WITHOUT PRIOR WRITTEN AUTHORIZATION FROM GORDON US, LLC (GORDON)REVISIONS
NUMBER DATE DESCRIPTIONSEAL:
NUMBER:
NCS:
CADD:
JOB:
PLAN:
HORIZ: VERT:
Gordon
SCALE:
DATE:
SUR:
DRW:
DES:
CHK:####ONE LOGISTICSLANDBAY 3SHAWNEE MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA42
3088-0105
(SP) #39-23
SEPTEMBER 2023
NOTE: SEE ASSOCIATED ROUTING COMPUTATIONS ON SHEETS 26-28.
WATER QUANTITY COMPUTATIONS
WATER QUANTITY COMPUTATIONSA
POST-DEVELOPMENT ROUTING SCHEMATIC
PRE-DEVELOPMENT ROUTING SCHEMATICBNOTE: SEE ASSOCIATED ROUTING COMPUTATIONS ON SHEETS 26-28.
C
POND 1 INFLOW
HYD. NO 16
POND 1 OUTFLOW
HYD. NO 17
PF-1 (PRE)
HYD. NO 1
PF-1+1 (PRE)
HYD. NO 9
1 (PRE)
HYD. NO 2
3 (PRE)
HYD. NO 6
PF-1+1+PF-1.5+1.5+2+3+3C
(PRE) HYD. NO 12
2 (PRE)
HYD. NO 5
3C (PRE)
HYD. NO 7
1-UD
HYD. NO 20
TOTAL POND 1 OUTFALL
HYD. NO 22
POND 3A INFLOW
HYD. NO 34
POND 3A OUTFLOW
HYD. NO 35
POND 2 INFLOW (LOD)
HYD. NO 28
2-BP
HYD. NO 29
TOTAL POND 2 INFLOW
HYD. NO 30
POND 2 OUTFLOW
HYD. NO 31
POND 3B INFLOW
HYD. NO 38
POND 3B INFLOW 1, 10 YR
HYD. NO 39
POND 3B OUTFLOW
HYD. NO 40
3-UD
HYD. NO 42
TOTAL POND 3B OUTFALL 1, 10YR
HYD. NO 44
1.5
HYD. NO 26
TOTAL
PF-1+1+PF-1.5+1.5+2+3A+3B+3C
HYD. NO 57
3C
HYD. NO 49
NOTE: SEE ASSOCIATED ROUTING COMPUTATIONS ON SHEETS 26-28.
POST-DEVELOPMENT 100-YR ROUTING SCHEMATICD
POND 1 INFLOW
HYD. NO 16
POND 1 OUTFLOW 100YR
HYD. NO 18
1-UD
HYD. NO 20
TOTAL POND 1 OUTFALL 100YR
HYD. NO 23
POND 3A INFLOW
HYD. NO 34
POND 3A OUTFLOW 100YR
HYD. NO 36
POND 2 INFLOW (LOD)
HYD. NO 28
2-BP
HYD. NO 29
TOTAL POND 2 INFLOW
HYD. NO 30
POND 2 OUTFLOW 100YR
HYD. NO 32
POND 3B INFLOW
HYD. NO 38
POND 3B OUTFLOW 100YR
HYD. NO 40
3-UD
HYD. NO 42
TOTAL POND 3B OUTFALL 100YR
HYD. NO 47
1.5
HYD. NO 26
PF-1 + TOTAL 1 + PF-1.5 +1.5+3A
100YR
HYD. NO 55 PF-1+TOTAL
1+PF-1.5+1.5+2+3A+3B+3C 100YR
HYD. NO 51
3C
HYD. NO 49
SEE 100-YR SCHEMATIC
1.5 (PRE)
HYD. NO 4
PF-1+1+PF-1.5 (PRE)
HYD. NO 10
PF-1+1+PF-1.5+1.5
(PRE) HYD. NO 11
PF-1.5 (PRE)
HYD. NO 3
PF-1
HYD. NO 15
PF-1 + TOTAL 1
HYD. NO 51
PF-1 + TOTAL 1 + PF-1.5
HYD. NO 53
PF-1.5
HYD. NO 25
PF-1 + TOTAL 1 + PF-1.5 +1.5
HYD. NO 54
PF-1
HYD. NO 15
PF-1 + TOTAL 1
HYD. NO 51
PF-1 + TOTAL 1 + PF-1.5
HYD. NO 53
PF-1.5
HYD. NO 25
2-BP (PRE)
HYD. NO 8
G:\PROJECT\ENGIN\3088\0105\PLANS\C-CJ-140.DWG 3/6/2024 12:10 PM HORIZONTAL DATUM: NAD83 VERTICAL DATUM: NAVD88WATER QUANTITY COMPUTATIONS26
C-CJ-140.DWG
C-CJ-140
N/AN/A
GORDON
S. MOORE
M. BAUMAN
K. RYANGordon4501 Daly DriveChantilly, VA 20151Phone: 703-263-1900www.gordon.us.comPROGRAMMING AND PLANNINGCIVIL ENGINEERINGLANDSCAPE ARCHITECTURESURVEY AND MAPPINGSECURITY CONSULTINGCOPYRIGHT . NO REPRODUCTION OR USE OF THIS DRAWING IS ALLOWED IN PART OR IN WHOLE BY ANY PROCESS WITHOUT PRIOR WRITTEN AUTHORIZATION FROM GORDON US, LLC (GORDON)REVISIONS
NUMBER DATE DESCRIPTIONSEAL:
NUMBER:
NCS:
CADD:
JOB:
PLAN:
HORIZ: VERT:
Gordon
SCALE:
DATE:
SUR:
DRW:
DES:
CHK:####ONE LOGISTICSLANDBAY 3SHAWNEE MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA42
3088-0105
(SP) #39-23
SEPTEMBER 2023
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
OUTFALL PF-1 - PRE-DEVELOPMENT
OUTFALL PF-1 - POST-DEVELOPMENT
OUTFALL PF-1.5 - PRE-DEVELOPMENT
OUTFALL PF-1.5 - POST-DEVELOPMENT
NOTE: OUTFALL PF-1 IS UTLIZED FOR THE CUMULATIVE SITE AREA. OUTFALL PF-1 IS NOT ANALYZED SEPARATELY.
SEE THE NARRATIVE ON SHEET 25.
G:\PROJECT\ENGIN\3088\0105\PLANS\C-CJ-140.DWG 3/6/2024 12:10 PM HORIZONTAL DATUM: NAD83 VERTICAL DATUM: NAVD88WATER QUANTITY COMPUTATIONS27
C-CJ-140.DWG
C-CJ-140
N/AN/A
GORDON
S. MOORE
M. BAUMAN
K. RYANGordon4501 Daly DriveChantilly, VA 20151Phone: 703-263-1900www.gordon.us.comPROGRAMMING AND PLANNINGCIVIL ENGINEERINGLANDSCAPE ARCHITECTURESURVEY AND MAPPINGSECURITY CONSULTINGCOPYRIGHT . NO REPRODUCTION OR USE OF THIS DRAWING IS ALLOWED IN PART OR IN WHOLE BY ANY PROCESS WITHOUT PRIOR WRITTEN AUTHORIZATION FROM GORDON US, LLC (GORDON)REVISIONS
NUMBER DATE DESCRIPTIONSEAL:
NUMBER:
NCS:
CADD:
JOB:
PLAN:
HORIZ: VERT:
Gordon
SCALE:
DATE:
SUR:
DRW:
DES:
CHK:####ONE LOGISTICSLANDBAY 3SHAWNEE MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA42
3088-0105
(SP) #39-23
SEPTEMBER 2023
WATER QUANTITY COMPUTATIONS - 10YR
PONDS 1, 2, 3A, AND 3B
OUTFALL 1 - PRE-DEVELOPMENT
OUTFALL 1 - POST-DEVELOPMENT
OUTFALL 2 - PRE-DEVELOPMENT
OUTFALL 2 - POST-DEVELOPMENT
STAGE - STORAGE
OUTFALL PF-1 - PRE-DEVELOPMENT
OUTFALL PF-1 - POST-DEVELOPMENT
OUTFALL PF-1.5 - PRE-DEVELOPMENT
OUTFALL 1.5 - PRE-DEVELOPMENT
OUTFALL 1.5 - POST-DEVELOPMENT
OUTFALL PF-1.5 - POST-DEVELOPMENT
SHEETFLOW 3C - PRE-DEVELOPMENT
SHEETFLOW 3C - POST-DEVELOPMENT
G:\PROJECT\ENGIN\3088\0105\PLANS\C-CJ-140.DWG 3/6/2024 12:10 PM HORIZONTAL DATUM: NAD83 VERTICAL DATUM: NAVD88WATER QUANTITY COMPUTATIONS28
C-CJ-140.DWG
C-CJ-140
N/AN/A
GORDON
S. MOORE
M. BAUMAN
K. RYANGordon4501 Daly DriveChantilly, VA 20151Phone: 703-263-1900www.gordon.us.comPROGRAMMING AND PLANNINGCIVIL ENGINEERINGLANDSCAPE ARCHITECTURESURVEY AND MAPPINGSECURITY CONSULTINGCOPYRIGHT . NO REPRODUCTION OR USE OF THIS DRAWING IS ALLOWED IN PART OR IN WHOLE BY ANY PROCESS WITHOUT PRIOR WRITTEN AUTHORIZATION FROM GORDON US, LLC (GORDON)REVISIONS
NUMBER DATE DESCRIPTIONSEAL:
NUMBER:
NCS:
CADD:
JOB:
PLAN:
HORIZ: VERT:
Gordon
SCALE:
DATE:
SUR:
DRW:
DES:
CHK:####ONE LOGISTICSLANDBAY 3SHAWNEE MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA42
3088-0105
(SP) #39-23
SEPTEMBER 2023
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
G:\PROJECT\ENGIN\3088\0105\PLANS\C-CJ-150.DWG 3/6/2024 12:10 PM HORIZONTAL DATUM: NAD83 VERTICAL DATUM: NAVD88
POND 3B COMPUTATIONS - ULTIMATE
POND 3B SIZING COMPUTATIONSA
EMBANKMENT SPILLWAY MATERIAL COMPUTATIONSC
RISER STRUCTURE BOUYANCY COMPUTATIONSF
POND 3B COMPUTATIONS - INTERIM & ULTIMATE29
C-CJ-150.DWG
C-CJ-150
N/AN/A
GORDON
S. MOORE
M. BAUMAN
K. RYANGordon4501 Daly DriveChantilly, VA 20151Phone: 703-263-1900www.gordon.us.comPROGRAMMING AND PLANNINGCIVIL ENGINEERINGLANDSCAPE ARCHITECTURESURVEY AND MAPPINGSECURITY CONSULTINGCOPYRIGHT . NO REPRODUCTION OR USE OF THIS DRAWING IS ALLOWED IN PART OR IN WHOLE BY ANY PROCESS WITHOUT PRIOR WRITTEN AUTHORIZATION FROM GORDON US, LLC (GORDON)REVISIONS
NUMBER DATE DESCRIPTIONSEAL:
NUMBER:
NCS:
CADD:
JOB:
PLAN:
HORIZ: VERT:
Gordon
SCALE:
DATE:
SUR:
DRW:
DES:
CHK:####ONE LOGISTICSLANDBAY 3SHAWNEE MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA42
3088-0105
(SP) #39-23
SEPTEMBER 2023
WATER BALANCE COMPUTATIONS - INTERIM & ULTIMATEB
LOW LEVEL DRAIN COMPUTATIONS - INTERIM & ULTIMATED
EXTENDED DETENTION COMPUTATIONS - INTERIM & ULTIMATEE
GABION BASKET WEIR WALL COMPUTATIONS - INTERIMG
PLANNED 20' FREDERICK
WATER EASEMENT
PLANNED
R.
O.
W.
EX. C
G
-
6
COVERSTONE DRIVE
VARIABLE WIDTH PUBLIC RIGHT-OF-WAY
PLANNED FREDERICK
WATER EASEMENT
PLANNED R.O.W.
EX. CG-6
5
0
'R50'REX. RETAINING WALLEX. RETAINING WALL
EX. POND 3B
PLANNED 10' GAS EASEMENT
PLANNED 15' DRY UTILITY EASEMENT
SULPHUR SPRING RUN
EX. 20' FCSA SANITARY SEWER EASEMENT
INSTR. No. 020003789
PLANNED MGS1
GUARDRAIL
PLANNED 1
0'
T
R
AI
L
PLANNED 10' TRAIL
TAX MAP NO. 64-A-83G
ZONED: M1
TAX MAP NO. 64-A-83
ZONED: M1
PLANNED 20' FREDERICK
WATER EASEMENT
E 11585742N 7102468
GRID NORTH
VIRGINIA ST
A
T
E
E 11585364N 7102421
E 11585873N 7102919
E 11585343N 7103269
DD
IP
SSF
SF
SF
CE
TO STR. A = ACC =
SB 1
5.56
0.35
5920
CE
CIP
ST1
SB1
TO STR. A = ACC =
ST 1
1.23
0.35
660
658
656
56 00
25 LF - 15" CMP
@ 4.00%
55 00
TOP OF WET STORAGE
TOP OF DRY STORAGE
654
658
660662
664 664
58 70
82 LF - 24" CMP
@ 0.61%
DD
653655657SAF
SAF
SAF
SAF
656
660
NEX.
MEX.
KEX.
EX. 8" SAN SEW
EX. 8" SAN SEW
EX. 8" SAN SEWEX. 8" SAN SEW
20AEX.
20EX.
18BEX.
18AEX.
17EX.
17AEX.
15EX.
14EX.
13EX.12EX.11EX.
10EX.
EX. 18" STM EX. 15" STMEX. 15" STMEX. 21" STM
EX. 24" STM
EX
.
3
0
"
S
T
M
EX. 30"
ST
M
EX. 30" S
T
M
EX. 30" STMEX.
42
"
STM
E
X
.
1
5
"
S
T
M EX.
1
5
"
S
TM EX. 15" STMEX. 42" STMEX. 12" W/L (
W
M
"
A
"
)EX. 12" W/L(WM "D")18EX.EX.
24
"
STM
16AEX.
16EX.EX. 15" STMEX. 24" ST
M
19EX.
19AEX.EX. 15" STMEX. 18" STM
80EX.
9BEX.
EX. 15" STM
17BEX.
EX. 15" STM
18CEX.EX. 6" STM9CEX.EX. 30" STM18DEX.
EX. 8" SAN SEW OEX.
EX. 8" S
A
N
S
E
W
8DEX.
8CEX.EX. 36" STMEX. 36" STM
EX. 36
"
S
T
M
EX. 36
"
S
T
M
8EX.
8AEX.
8BEX.EX.
12"
W
/L
(WM
"A1")
68 00
TW
68 00
TW
66 20
TW
62 00
TW
56 50
TW
68 50
TW
69 00
TW
70 00
TW 71 50
TW
72 50
TW
73 50
TW
66 80
TW
67 00
BW
54 00
BW
67 00
BW 63 00
BW
46 50
BW 39 00
BW
46 00
BW
71 50
BW
39 55
BW
39 55
BW
39 55
BW
58 10
TC
60 35
TC
61 33
TC
62 55
TC
62 14
TC
69 76
TC
67 11
TC
68 14
TC
64 46
TC
64 55
TW
64 90
TW
67 97
TCOHWOHWOHWOHWOHWXXXXXXXXXXXXSSSSSSSSSSSSSSSSFMFMEX.80EX.PSLIMITS OF CLEARING
AND GRADINGLIMITS OF CLEARING
AND GRADING
LIMITS OF CLEARING
AND GRADING EROSION AND SEDIMENT CONTROL PLAN PHASE 130
C-GC-101.DWG
C-GC-101
1" = 30'N/A
GORDON
L. BELLACK
C. GIANGI
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 CONSULTINGCOPYRIGHT . NO REPRODUCTION OR USE OF THIS DRAWING IS ALLOWED IN PART OR IN WHOLE BY ANY PROCESS WITHOUT PRIOR WRITTEN AUTHORIZATION FROM GORDON US, LLC (GORDON)REVISIONS
NUMBER DATE DESCRIPTIONSEAL:
NUMBER:
NCS:
CADD:
JOB:
PLAN:
HORIZ: VERT:
Gordon
SCALE:
DATE:
SUR:
DRW:
DES:
CHK:####ONE LOGISTICSLANDBAY 3SHAWNEE MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA42
3088-0105
(SP) #39-23
SEPTEMBER 2023
E 11585742N 7102468
GRID NORTH
VIRGINIA ST
A
T
E
E 11585364N 7102421
E 11585873N 7102919
E 11585343N 7103269
IP
TO STR. A = ACC =
2
1.02
0.90
IP
IP
IP
IP
IP
IP
TO STR. A = ACC =
4
0.54
0.90
TO STR. A = ACC =
6
0.990.85
TO STR. A = ACC =
7
0.48
0.85
TO STR. A = ACC =
9
0.25
0.85
TO STR. A = ACC =
22
0.20
0.90
TO STR. A = ACC =
21F
0.10
0.90
IP
TO STR. A = ACC =
5
0.260.90
TO STR. A = ACC =
4C
0.57
0.85
TO STR. A = ACC =
6G
0.06
0.90
TO STR. A = ACC =
4B
0.89
0.85
IP
IP
TO STR. A = ACC =
21
0.14
0.90
TO STR. A = ACC =
4A
0.880.85
IP
TO STR. A = ACC =
8D
0.22
0.35
TO STR. A = ACC =
8
0.22
0.85
TO STR. A = ACC = 33A0.040.90TO STR. A = ACC =
30A
0.06
0.90
TO STR. A = ACC = 32A0.040.90TO STR. A = ACC =
38A
0.01
0.90
IP
IP
TO STR. A = ACC =
20
0.13
0.90
TO STR. A = ACC =
26A
0.01
0.90
TO STR. A = ACC =
25A
0.01
0.90
TO STR. A = ACC =
24A
0.01
0.90
TO STR. A = ACC =
23A
0.01
0.90
TO STR. A = ACC =
27A
0.01
0.90
TO STR. A = ACC =
28A
0.01
0.90 TO STR. A = ACC = 43A0.030.90TO STR. A = ACC = 44A0.020.90TO STR. A = ACC = 42A0.030.90TO STR. A = ACC = 41A0.030.90TO STR. A = ACC =
45A
0.01
0.90 TO STR. A = ACC =
46A
0.02
0.90
TO STR. A = ACC =
47A
0.01
0.90
TO STR. A = ACC =
49A
0.01
0.90
TO STR. A = ACC =
48A
0.01
0.90
IP
NEX.
MEX.
KEX.
EX. 8" SAN SEW
EX. 8" SAN SEW
EX. 8" SAN SEWEX. 8" SAN SEW
20AEX.
20EX.
18BEX.
18AEX.
17EX.
17AEX.
15EX.
14EX.
13EX.12EX.11EX.
10EX.
EX. 18" STM EX. 15" STMEX. 15" STMEX. 21" STM
EX. 24" STM
EX
.
3
0
"
S
T
M
EX. 30"
ST
M
EX. 30" S
T
M
EX. 30" STMEX.
42
"
STM
E
X
.
1
5
"
S
T
M EX.
1
5
"
S
TM EX. 15" STMEX. 42" STMEX. 12" W/L (
W
M
"
A
"
)EX. 12" W/L(WM "D")18EX.EX.
24
"
STM
16AEX.
16EX.EX. 15" STMEX. 24" ST
M
19EX.
19AEX.EX. 15" STMEX. 18" STM
80EX.
9BEX.
EX. 15" STM
17BEX.
EX. 15" STM
18CEX.EX. 6" STM9CEX.EX. 30" STM18DEX.
EX. 8" SAN SEW OEX.
EX. 8" S
A
N
S
E
W
8DEX.
8CEX.EX. 36" STMEX. 36" STM
EX. 36
"
S
T
M
EX. 36
"
S
T
M
8EX.
8AEX.
8BEX.EX.
12"
W
/L
(WM
"A1")
COVERSTONE DRIVE
VARIABLE WIDTH PUBLIC RIGHT-OF-WAY
EX. POND 3B
SULPHUR SPRING RUN
EX. 20' FCSA SANITARY SEWER EASEMENT
INSTR. No. 020003789
TAX MAP NO. 64-A-83G
ZONED: M1
TAX MAP NO. 64-A-83
ZONED: M1
656
664
658
666
66
6
66667
0
6
6
0664 668
6
7
0
666
66866
8
662662
672OHW
OHWOHWOHWOHWXXXXXX
XXXXXX
SSSSSSSSSSSS SS SSFMFMEX.80EX.PS6" SAN LAT6" SAN LAT
6" SAN LAT6" SAN LAT6" SAN LAT15" STM15" STM15" STM
30" STM36" STM36" STM30" STM 24" STM21" STM1
8
"
S
T
M
15" STM
8" STM
15" STM
8" STM15" STM18" STM21" STM
8" STM
4" SAN LAT
8" STM
8" STM
8" STM
8" STM 8" STM8" STM 8" STM8" STM8" STM8" STM
8" STM
8" STM
4" SAN LAT
4" SAN LAT6" STM
6" STM
6" STM
6" STM6" STM
6" STM 6" STM
6" STM
8" STM
6" STM
8" STM
LIMITS OF CLEARING
AND GRADINGLIMITS OF CLEARING
AND GRADING
LIMITS OF CLEARING
AND GRADING EROSION AND SEDIMENT CONTROL PLAN PHASE 231
C-GC-102.DWG
C-GC-102
1" = 30'N/A
GORDON
C. GIANGI
C. GIANGI
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 CONSULTINGCOPYRIGHT . NO REPRODUCTION OR USE OF THIS DRAWING IS ALLOWED IN PART OR IN WHOLE BY ANY PROCESS WITHOUT PRIOR WRITTEN AUTHORIZATION FROM GORDON US, LLC (GORDON)REVISIONS
NUMBER DATE DESCRIPTIONSEAL:
NUMBER:
NCS:
CADD:
JOB:
PLAN:
HORIZ: VERT:
Gordon
SCALE:
DATE:
SUR:
DRW:
DES:
CHK:####ONE LOGISTICSLANDBAY 3SHAWNEE MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA42
3088-0105
(SP) #39-23
SEPTEMBER 2023
EROSION AND SEDIMENT CONTROL NOTES32
C-GC-501.DWG
C-GC-501
1" = 30'N/A
GORDON
C. GIANGI
C. GIANGI
P. LAZAREVICH
EROSION AND SEDIMENT CONTROL NARRATIVE
PROJECT DESCRIPTION/ADJACENT PROPERTY
THE PROPOSED DEVELOPMENT CONSISTS OF ADDING A CONVENIENCE STORE WITH A SEPARATE CAR AND SEMI-TRUCK GAS PUMP
STATIONS. THE PROJECT IS LOCATED NORTH OF WINCHESTER REGIONAL AIRPORT, EAST OF THE CORPS OF ENGINEERS BUILDING,
AND SOUTH OF ROUTE 50. THE TOTAL DISTURBED AREA IS 7.01 ACRES. REFER TO THE SHEET 4 FOR ADJACENT PROPERTY OWNER
INFORMATION INFORMATION.
EXISTING SITE CONDITIONS
THE PROPOSED SITE IS UNDER CONSTRUCTION AND EXISTING CONDITIONS SHOWN ARE PER APPROVED MASS GRADING AND PUBIC
IMPROVEMENTS PLAN FOR ONE LOGISTICS. ONCE CONSTRUCTION IS COMPLETED, THE SITE WILL BE MASS GRADED AND DRAIN TOWARD
SWM FACILITY POND 3B. THE SITE WILL BE STABILIZED AND COVERED WITH FIELD GRASS.
SOILS
(SEE SHEET 4) FOR SOILS MAP. FOR SOILS, SLOPES, CLASS AND PERMEABILITY, SEE THE "SOIL SURVEY OF FREDERICK COUNTY
VIRGINIA."
CRITICAL EROSION AREAS
THERE ARE NO STEEP SLOPES ON THIS SITE.
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
TWO TEMPORARY CONSTRUCTION ENTRANCES WITH WASH RACKS SHALL BE INSTALLED AT THE EXISTING ENTRANCE OFF
EXISTING COVERSTONE DRIVE. DURING MUDDY CONDITIONS, DRIVER OS CONSTRUCTION VEHICLES WILL E 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 TO HAVE INLET PROTECTION ARE SHOWN ON SHEETS 30. SEDIMENT-LADEN WATER SHALL BE FILTERED BEFORE
ENTERING THE STORM SEWER INLETS.
4. CULVERT INLET PROTECTION - 3.08
ALL STORM SEWER INLETS SHALL BE PROTECTED DURING CONSTRUCTION.
SEDIMENT-LADEN WATER SHALL BE FILTERED BEFORE ENTERING THE STORM SEWER INLETS.
5. 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 ARES AWAY FROM UNPROTECTED DISTURBED AREAS AND SLOPES TO A
STABILIZED OUTLET AND TO DIVERT SEDIMENT-LADEN RUNOFF FORM A DISTURBED AREA TO A SEDIMENT-TRAPPING FACILITY
SUCH AS A SEDIMENT TRAP OR SEDIMENT BASIN.
6. TEMPORARY SEDIMENT TRAP - 3.13
ONE TEMPORARY SEDIMENT TRAP IS TO BE CONSTRUCTED BELOW MAJOR GRADED ARES AS INDICATED ON SHEET 30. SPECIFIC
DIMENSIONS ARE SHOWN IN THE SEDIMENT TRAP COMPUTATIONS TABLE ON THIS SHEET.
7. 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.
7. 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
8. 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.
9. 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.
10. 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 19 - ##.
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 WINTER OF 2024 AND END FALL OF 2024.
PHASE I.A. INSTALL THE TEMPORARY CONSTRUCTION ENTRANCE WITH WASH RACK 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 30.
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 INCLUDE INLET PROTECTION,
OUTLET PROTECTION, SILT FENCE, SUPER SILT FENCE, DIVERSIONS DIKE, SEDIMENT TRAP, AND SEDIMENT BASIN.
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 31.
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
*3.38
3.33
TP
SO
3.18
3.13
3.20
OP
ST
CD
3.10
3.12
3.09
FD
DD
DV
3.07
3.06
3.08
IP
SSF
CIP
OUTLET PROTECTION
TEMPORARY SEDIMENT TRAP
SODDING
TREE PROTECTION
CHECK DAMS
SO
SUPER SILT FENCE
DIVERSION
TEMPORARY FILL DIVERSION
TEMPORARY DIVERSION DIKE
CULVERT INLET PROTECTION
FD
DD
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
DV
3.11 RWD TEMPORARY RIGHT-OF-WAY DIVERSIONRWD
3.31 TS TEMPORARY SEEDINGTS
3.32 PS PERMANENT SEEDINGPS
ORANGE SAFETY FENCE3.01 SAF
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
3.29 SR SURFACE ROUGHENINGSR Gordon4501 Daly DriveChantilly, VA 20151Phone: 703-263-1900www.gordon.us.comPROGRAMMING AND PLANNINGCIVIL ENGINEERINGLANDSCAPE ARCHITECTURESURVEY AND MAPPINGSECURITY CONSULTINGCOPYRIGHT . NO REPRODUCTION OR USE OF THIS DRAWING IS ALLOWED IN PART OR IN WHOLE BY ANY PROCESS WITHOUT PRIOR WRITTEN AUTHORIZATION FROM GORDON US, LLC (GORDON)REVISIONS
NUMBER DATE DESCRIPTIONSEAL:
NUMBER:
NCS:
CADD:
JOB:
PLAN:
HORIZ: VERT:
Gordon
SCALE:
DATE:
SUR:
DRW:
DES:
CHK:####ONE LOGISTICSLANDBAY 3SHAWNEE MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA42
3088-0105
(SP) #39-23
SEPTEMBER 2023
EROSION AND SEDIMENT CONTROL DETAILS33
C-GC-501.DWG
C-GC-501
1" = 30'N/A
GORDON
C. GIANGI
C. GIANGI
P. LAZAREVICHGordon4501 Daly DriveChantilly, VA 20151Phone: 703-263-1900www.gordon.us.comPROGRAMMING AND PLANNINGCIVIL ENGINEERINGLANDSCAPE ARCHITECTURESURVEY AND MAPPINGSECURITY CONSULTINGCOPYRIGHT . NO REPRODUCTION OR USE OF THIS DRAWING IS ALLOWED IN PART OR IN WHOLE BY ANY PROCESS WITHOUT PRIOR WRITTEN AUTHORIZATION FROM GORDON US, LLC (GORDON)REVISIONS
NUMBER DATE DESCRIPTIONSEAL:
NUMBER:
NCS:
CADD:
JOB:
PLAN:
HORIZ: VERT:
Gordon
SCALE:
DATE:
SUR:
DRW:
DES:
CHK:####ONE LOGISTICSLANDBAY 3SHAWNEE MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA42
3088-0105
(SP) #39-23
SEPTEMBER 2023
COVERSTONE DRIVE
VARIABLE WIDTH PUBLIC RIGHT-OF-WAY
EX. POND 3B
TAX MAP NO. 64-A-83G
ZONED: M1
TAX MAP NO. 64-A-83
ZONED: M1
E 11585742N 7102468
GRID NORTH
VIRGINIA ST
A
T
E
E 11585364N 7102421
E 11585873N 7102919
E 11585343N 7103269OHWOHWOHWOHWOHWXXXXXX
XXXXXX
SSSSSSSSSSSS SS SSFMFM6.1 4.7 3.3 2.0
4.9 3.7 2.7 2.0 1.2
3.0 2.8 2.4 2.2 1.7
2.4 2.0 1.8 1.8 1.9 2.3 2.4 2.7
3.4 2.6 2.0 2.0 1.5 2.3 3.0 3.9 0.6 0.5 0.4 0.3 0.2 0.2 0.3 0.2 0.4 0.5 0.7 0.7 0.7 0.6 0.5 0.2 0.2 0.2 0.2 0.3 0.2 0.5 0.6 0.8 3.0 4.6
5.9 7.1
5.2 3.3 2.3 2.2 1.4 2.4 3.7 5.1 1.4 1.0 0.5 0.5 0.4 0.3 0.4 0.6 0.6 1.2 1.5 1.5 1.5 1.3 0.6 0.5 0.5 0.4 0.3 0.4 0.7 0.7 1.3 1.7 2.9 4.3 5.3 6.5
8.4 4.9 3.1 2.9 1.1 1.7 3.2 5.6 7.9 2.9 1.6 1.3 0.8 0.5 0.5 0.6 1.0 1.6 1.9 3.3 3.2 3.4 2.9 2.0 1.2 0.7 0.5 0.5 0.6 1.0 1.8 2.1 3.7 3.9 3.8 4.4 5.2
9.9
14.0 12.0 9.7 5.7 3.6 3.4 5.3 9.1 11.8 14.1 11.3 8.0 5.8 3.3 1.8 1.4 2.1 4.2 7.7 11.2
13.8
5.7 3.6 2.0 1.1 0.7 0.7 0.9 1.4 2.6 4.6 4.7 6.5 6.6 5.5 3.2 1.8 1.0 0.7 0.7 0.9 1.5 2.7 4.9 5.1 4.9 3.7 3.4 3.2
5.4 8.3 11.6 10.0 7.8 5.4 3.9 3.8 5.2 7.6 9.9 12.2 9.7 6.6 5.0 3.4 2.1 1.8 2.4 4.1 7.1 9.9 12.2 8.2 4.9 2.7 1.5 1.0 0.9 1.1 1.9 3.5 6.3 9.6 8.0 11.1 7.6 4.4 2.4 1.4 0.9 0.9 1.2 2.0 3.6
6.4
10.0 5.4 3.5 2.7 2.3
2.9 4.1 6.6 8.9 8.1 6.8 5.6 4.8 4.8 5.7 7.0 8.5 10.0 8.5 6.1 4.8 3.8 2.8 2.4 2.8 3.9 5.6 7.5 10.2 9.6 8.5 5.1 3.1 2.0 1.5 1.4 1.7 2.4 3.8
6.3
10.7
18.9
13.4 7.8 4.6 2.8 1.9 1.5 1.5 1.8 2.5 3.8
6.5 10.9
8.3 5.1 3.5 2.8 2.6
2.2 2.9 4.4 6.1 6.8 7.1 7.1 6.7 6.7 7.3 7.9 8.4 8.7 8.1 7.0 6.5 5.9 4.9 4.1 3.7 3.9 4.5 5.1 6.1 5.9 4.8 4.6 9.9 5.2 3.0 2.2 1.8 1.7 2.0 2.5 3.7 6.9 11.8 16.0 13.1 8.8 4.6 2.8 2.1 1.8 1.7 2.0 2.5 3.8 6.9 11.8 16.6 13.2 8.8 5.1 3.6 3.3 3.1
1.6 2.1 3.6 7.2 10.4 12.7 13.3 12.8 13.5 13.8 14.1 14.1 14.1 13.8 13.4 12.6 12.7 11.7 9.4 6.5 3.9 3.3 3.2 3.3 3.3 3.0 3.5 4.6 6.4 10.6 14.3 13.2 12.3 7.9 4.6 2.8 1.9 1.5 1.4 1.6 2.2 3.4 5.6 9.3 12.0 11.8 10.9 6.9 4.1 2.6 1.8 1.5 1.4 1.7 2.3 3.5 5.6 8.9 11.4 11.3 10.5 7.2 4.9 4.3 4.0 3.9
1.2 2.1 5.5 5.9 2.9 2.0 1.7 1.6 1.7 2.3 3.6 5.7 8.9 10.9 9.1 7.4 5.3 3.7 2.2 1.4 1.0 0.9 1.1 1.7 2.7 4.2 5.8 7.2 7.3 6.5 4.8 3.3 2.1 1.4 1.1 1.1 1.3 1.8 2.8 4.2 5.6 6.9 7.2 6.6 5.6 5.0 5.4 6.4 6.5
1.0 2.2 6.7 6.9 2.6 1.4 1.0 1.0 1.1 1.6 2.8 5.0 7.6 8.1 6.2 4.5 3.5 2.5 1.6 1.0 0.7 0.7 0.8 1.2 1.9 2.8 3.6 4.4 4.6 3.9 3.2 2.4 1.6 1.2 1.1 1.0 1.1 1.4 2.0 2.8 3.6 4.3 4.7 4.6 4.7 5.1 6.7 9.9 10.1
1.0 2.0 5.3 5.3 2.1 1.1 0.8 0.7 0.9 1.3 2.4 4.1 5.7 5.6 4.1 3.0 2.2 1.5 1.0 0.7 0.6 0.5 0.7 0.9 1.3 1.9 2.6 3.0 3.0 2.8 2.3 1.9 1.6 1.5 1.3 1.2 1.1 1.2 1.4 1.9 2.4 2.9 3.1 3.5 4.1 5.2 7.1
10.4
13.2
1.0 1.7 3.2 6.1 9.5 11.5 12.4 12.8 12.9 13.0 13.1 13.0 13.1 13.0 12.9 12.7 12.2 11.3 9.3 5.8 3.0 1.5 0.9 0.7 0.7 0.8 1.3 2.1 3.2 4.0 3.7 2.7 2.0 1.5 1.0 0.7 0.6 0.5 0.5 0.7 0.9 1.1 1.6 2.1 2.4 2.3 2.4 2.3 2.4 2.5 2.2 1.8 1.4 1.2 1.1 1.1 1.3 1.7 1.9 2.2 2.7 3.4 4.5 6.8
10.5 12.4
1.5 2.0 2.6 3.3 4.1 4.7 4.9 5.0 5.0 5.1 5.1 5.1 5.1 5.1 5.0 4.9 4.7 4.3 3.5 2.6 1.7 1.1 0.8 0.7 0.7 0.8 1.2 1.7 2.4 2.7 2.4 1.8 1.4 1.0 0.7 0.6 0.5 0.5 0.6 0.8 1.1 1.3 2.0 2.5 3.0 2.9 2.9 3.7 4.8 4.1 3.0 2.1 1.5 1.1 0.9 0.9 1.0 1.1 1.3 1.4 1.8 2.4 3.4 5.4 8.5 9.2
2.7 3.5 3.3 3.0 3.0 2.7 2.5 2.5 2.5 2.5 2.6 2.6 2.6 2.6 2.6 2.5 2.3 2.1 1.9 1.5 1.3 1.0 0.8 0.8 0.8 0.9 1.1 1.5 1.8 1.9 1.6 1.3 1.0 0.8 0.7 0.6 0.6 0.8 1.0 1.1 1.9 2.2
3.7
5.5 6.0 3.9 1.5 7.3 6.6 4.6 2.9 1.9 1.3 0.9 0.7 0.7 0.7 0.8 0.8 0.9 1.1 1.4 2.1 3.5 4.9 5.5
5.4 4.1 3.2 2.6 2.0 1.7 1.7 1.8 1.8 1.9 1.9 1.9 1.9 2.0 1.9 1.8 1.7 1.6 1.6 1.5 1.3 1.1 1.1 0.9 0.9 1.0 1.3 1.4 1.4 1.2 1.0 0.8 0.8 0.8 0.9 1.2 1.6 2.3 3.0 3.6 2.1 9.0 3.8 5.1 4.3 2.9 1.9 1.3 0.9 0.7 0.6 0.5 0.5 0.6 0.6 0.6 0.7 0.9 1.3 2.0 2.9 3.6
6.5 5.4 3.9 2.8 2.0 2.0 2.3 2.4 2.6 2.8 2.8 2.6 2.6 2.8 2.6 2.4 2.4 2.5 2.9 3.1 2.8 2.1 2.0 1.3 1.0 1.0 1.1 1.2 1.1 1.0 0.9 0.8 0.9 1.1 1.4 2.1 3.2 5.1 6.9 7.1 6.2 16.4 4.9 3.4 2.0 1.4 1.0 0.7 0.6 0.5 0.5 0.4 0.5 0.5 0.5 0.5 0.5 0.7 1.0 1.5 2.4 3.4
6.7 6.2 4.3 3.1 3.2 5.9 7.4 7.3 6.1 8.1 9.4 8.5 8.9 6.5 7.7 7.0 7.6 7.4 6.7 8.7 7.5 7.6 4.5 1.9 1.2 1.0 1.0 1.0 1.0 0.9 0.9 0.9 1.0 1.3 1.8 2.6 3.8 5.4 6.5 5.9 6.3 22.3 7.5 3.1 1.7 1.0 0.7 0.6 0.5 0.4 0.4 0.5 0.5 0.5 0.5 0.6 0.7 0.9 1.4 2.1 2.9 3.7
1.6
5.7 6.4 5.7 4.2 3.3 6.4 3.4 1.6 1.1 1.0 1.0 0.9 0.9 0.9 1.0 1.1 1.4 1.8 2.3 3.0 3.5 3.4 4.5 9.2 24.9 7.6 3.5 1.7 1.0 0.7 0.5 0.5 0.5 0.5 0.5 0.6 0.7 0.9 1.0 1.2 1.6 2.5 4.0 4.9 5.4
1.3 4.2 5.6 4.3 3.5 3.5 7.0 4.7 1.9 1.2 1.0 0.9 0.9 0.9 0.9 1.0 1.1 1.3 1.5 1.7 1.8 2.0 2.2 4.2 7.9 25.8 8.0 3.5 1.8 1.0 0.7 0.6 0.5 0.5 0.6 0.7 0.8 1.0 1.4 1.9 2.6 3.4 4.5 6.7 9.4 8.6
0.9 3.1 3.9 3.3 2.9 3.5 7.7 5.0 1.9 1.2 1.0 0.9 0.9 0.9 0.9 1.0 1.1 1.2 1.2 1.3 1.2 1.4 2.0 4.2 10.0 26.4 8.3 3.5 1.8 1.0 0.7 0.6 0.5 0.6 0.6 0.8 1.0 1.3 1.8 2.7 4.1 6.0 7.8
9.7 12.4 13.0
0.5 1.6 1.9 1.9 2.0 2.8 5.9 4.3 1.9 1.2 0.9 0.9 0.9 0.9 0.9 1.0 1.1 1.2 1.2 1.2 1.2 1.4 1.9 4.2 8.2 26.3 8.3 3.5 1.7 1.0 0.7 0.6 0.6 0.6 0.6 0.8 1.0 1.4 1.9 2.9 4.5 6.7 8.9 10.2
12.4 14.8
0.4 0.8 1.0 1.3 1.5 2.4 5.7 5.4 1.9 1.1 0.9 0.8 0.8 0.8 0.9 1.0 1.1 1.3 1.4 1.6 1.7 1.8 2.2 4.2 9.9 26.0 8.2 3.4 1.8 1.0 0.7 0.6 0.5 0.6 0.6 0.7 0.9 1.1 1.6 2.3 3.3 4.6 5.9 8.2 11.4 9.9
0.4 0.7 0.9 1.2 1.6 2.8
7.9
5.0 1.5 1.0 0.8 0.8 0.8 0.8 0.9 1.0 1.2 1.4 1.8 2.2 2.8 3.1 3.0 4.4 7.7 25.1 7.6 3.5 1.6 0.9 0.7 0.6 0.5 0.5 0.5 0.6 0.7 0.8 1.0 1.3 1.7 2.2 3.3 5.1 6.7 6.8
0.7 1.0 1.3 1.8 2.4 3.8 11.0 5.1 1.8 1.0 0.8 0.7 0.7 0.8 0.8 1.0 1.1 1.4 1.9 2.6 3.8 5.2 5.8 5.4 8.4 22.9 7.7 2.8 1.5 0.9 0.6 0.6 0.5 0.5 0.5 0.5 0.5 0.5 0.6 0.7 0.8 1.1 1.7 2.7 3.5 4.0
1.0 1.6 2.2 3.0 4.0 5.2 13.7 4.9 1.7 0.9 0.7 0.7 0.7 0.7 0.8 0.9 1.0 1.2 1.6 2.3 3.5 5.4 7.4 7.3 6.7 17.7 5.1 2.5 1.3 0.8 0.7 0.6 0.6 0.6 0.5 0.4 0.4 0.4 0.4 0.4 0.4 0.6 1.0 1.5 2.4 3.3
1.1 1.9 2.9 4.3 6.2 6.6 14.0 4.2 1.4 0.8 0.6 0.6 0.6 0.7 0.7 0.8 0.9 1.0 1.2 1.5 2.0 2.9 3.7 4.4 4.3 10.2 4.0 1.7 1.2 0.9 0.8 0.8 0.8 0.7 0.6 0.5 0.4 0.3 0.3 0.3 0.4 0.5 0.9 1.4 2.2 3.2
1.1 2.3 4.0 6.0 8.0 7.0 10.8 3.0 1.1 0.7 0.6 0.5 0.6 0.6 0.7 0.8 0.9 0.9 0.9 0.9 1.0 1.2 1.3 2.1 2.4 4.2 5.5 7.1 4.2 1.3 1.3 0.9 0.9 1.0 1.1 1.2 1.1 0.9 0.7 0.5 0.4 0.4 0.4 0.5 0.7 1.3 2.2 3.0 3.6
1.4 3.2 6.1 9.4 11.0 7.9 1.5 0.7 0.6 0.5 0.5 0.6 0.6 0.8 0.9 1.0 1.1 1.0 0.9 0.8 0.9 1.0 1.2 1.3 1.8 2.3 2.4 1.8 1.3 0.7 0.9 1.1 1.5 1.7 1.9 1.8 1.5 1.1 0.8 0.6 0.5 0.6 0.8 1.3 2.2 3.9 5.5 6.1
1.5 3.5 7.1
11.1 13.2 13.3
11.9 13.9 12.8 11.3 14.0 9.9 7.0 7.2 9.2 6.6 7.5 9.9 6.7 5.9 4.5 1.7 0.9 0.7 0.6 0.5 0.5 0.5 0.6 0.8 1.1 1.3 1.4 1.4 1.2 1.0 0.9 0.9 0.9 0.9 0.9 1.0 1.0 0.8 0.8 0.8 0.9 1.4 2.1 2.7 3.0 2.9 2.6 2.1 1.4 1.0 0.8 0.9 1.3 2.1 3.4 5.9 9.5 9.4
8.2 11.0 10.3 7.2 6.8 6.3 5.6 6.0 5.5 5.3 5.3 4.3 3.5 3.3 3.1 2.9 2.9 2.9 2.7 2.3 1.9 1.4 1.0 0.8 0.7 0.6 0.5 0.5 0.6 0.9 1.2 1.7 2.0 2.1 1.8 1.4 1.2 1.1 0.9 0.7 0.6 0.6 0.6 0.6 0.6 0.8 1.3 2.0 3.0 4.1 5.0 4.9 4.4 3.4 2.3 1.6 1.2 1.3 1.7 2.8 4.3 6.8 10.4 13.0
7.9 7.7 5.4 4.0 3.6 3.2 2.9 3.3 3.6 3.4 3.2 2.8 2.2 1.7 1.6 1.4 1.3 1.4 1.4 1.4 1.4 1.3 1.2 0.9 0.7 0.5 0.5 0.6 0.9 1.4 2.1 2.8 3.1 2.8 2.2 1.9 1.6 1.1 0.8 0.6 0.5 0.5 0.5 0.6 1.0 1.7 3.0 4.4 6.5 8.0 9.0 7.6 5.0 3.2 2.2 1.7 1.5 1.8 2.8 4.2
6.7
10.5
12.6
4.2 4.2 3.1 2.7 2.7 2.6 2.7 3.3 3.9 4.2 3.9 3.3 2.5 1.8 1.3 1.1 1.0 1.1 1.4 1.7 1.9 1.8 1.7 1.4 1.0 0.7 0.6 0.6 0.9 1.4 2.5 3.8 4.8 4.5 3.4 2.9 2.4 1.7 1.2 0.8 0.6 0.5 0.5 0.7 1.2 2.1 3.7 6.2 10.5 12.6 13.7 11.8 7.3 3.9 2.5 1.8 1.4 1.4 2.0 3.2 5.5 8.8 8.9
1.9 2.0 2.0 1.8 1.8 2.2 2.7 3.5 4.5 5.6 6.3 5.8 4.7 3.6 2.4 1.6 1.2 1.1 1.4 1.9 2.4 2.8 2.9 2.6 2.1 1.5 1.0 0.7 0.7 0.8 1.4 2.6 4.8 6.9 6.9 5.5 4.5 3.6 2.8 1.8 1.1 0.7 0.6 0.7 0.9 1.4 2.3 3.9 7.2 12.4 17.2 19.3 13.0 7.8 4.6 2.7 1.5 1.0 0.9 1.2 2.0 3.5 4.7 5.2
1.0 1.0 1.1 1.4 2.0 2.9 4.3 6.6 9.5 9.8 9.9 7.4 4.8 3.1 2.0 1.6 1.6 2.1 2.9 3.6 4.3 4.7 4.0 3.3 2.4 1.6 1.1 0.9 1.0 1.5 2.6 5.1 8.3 10.0 8.7 7.5 5.9 4.2 2.7 1.6 1.0 0.8 0.9 1.1 1.6 2.3 3.6 6.4 10.3
17.5
13.8 8.5 5.1 2.6 1.3 0.8 0.6 0.6 1.0 1.7 2.3 2.7
0.7 1.0 1.4 2.1 3.0 5.0 8.9 13.4 15.2 14.0 10.5 6.0 3.5 2.5 2.1 2.2 2.9 4.2 5.7 7.3 7.5 6.9 5.1 3.6 2.3 1.5 1.3 1.4 1.8 2.8 4.9 8.5 13.0 12.9 12.4 9.6 5.7 3.3 2.1 1.4 1.1 1.0 1.2 1.5 2.0 3.2 5.3 8.6
11.7
8.7 5.1 4.2 2.1 1.1 0.6 0.4 0.4 0.5 0.8 1.2 1.7 1.8
0.8 1.3 2.0 3.0 5.1
9.2 14.5 17.0 10.6 6.3 3.8 2.9 2.5 2.7 3.5 5.4 9.0 12.2 11.6 7.7 4.5 2.8 2.0 1.7 1.8 2.2 3.0 4.9 9.2
14.2
18.2 16.7 12.0 7.1 3.7 2.3 1.7 1.2 0.9 0.8 1.0 1.4 2.3 3.9 6.1
6.5
3.9 1.9 1.1 0.8 0.4 0.3 0.2 0.3 0.4 0.7 1.1 1.1
0.9 1.6 2.8 5.0
8.3
13.6 15.2 9.9 6.1 3.8 2.7 2.4 2.7 3.6 6.4 11.2 15.4 13.8 9.6 5.1 3.0 2.2 1.9 1.8 2.1 3.0 4.8 8.1 13.7 11.1 6.6 3.8 2.3 1.5 1.0 0.7 0.6 0.6 0.9 1.4 2.3 2.4 3.4 1.8 1.3 0.8 0.3 0.2 0.2 0.2 0.2 0.2 0.4 0.6 0.5
14.6 8.4 5.0 3.0 2.0 1.4 1.3 1.6 2.5 4.5 7.6
11.3
10.0 6.5 3.6 1.9 1.0 0.6 0.4 0.4 0.4 0.6 0.8 1.2 1.4 1.5 1.2 0.8 0.6 0.4 0.3 0.2 0.1 0.1 0.1
11.6 8.1 4.8 2.6 1.5 1.0 0.9 1.1 1.8 3.3 5.6 6.8 4.9 4.9 2.7 1.4 0.8 0.4 0.3 0.3 0.3 0.3 0.4 0.4 0.6 0.7 0.6 0.4 0.3 0.2
6.5 5.7 3.5 1.9 1.1 0.7 0.6 0.8 1.2 2.0 2.2 3.6 3.5 2.0 1.7 1.0 0.5 0.3 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.3
3.3 2.9 1.6 1.3 0.8 0.5 0.4 0.5 0.7 0.7 1.4 1.6 1.2 0.6 0.6 0.4 0.2 0.2 0.1 0.1 0.1
1.5 1.3 1.0 0.5 0.5 0.3 0.3 0.2 0.3 0.5 0.6 0.7 0.6 0.4 0.2 0.2 0.2
0.7 0.6 0.5 0.4 0.3 0.2 0.2 0.2 0.2 0.3 0.3 0.4
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.3 0.3 0.3 0.2 0.2 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.7 0.8 0.8 0.7 0.6 0.5 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.5 1.8 2.0 1.8 1.4 1.2 0.8 0.4 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.3 1.0 3.5 4.3 3.2 2.3 1.6 0.9 0.4 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.4 1.3 4.6 5.7 4.2 2.9 1.8 0.9 0.4 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 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 0.3 0.6
1.7
6.5 6.3 5.7 3.6 2.1 1.0 0.4 0.2 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.3 0.3 0.3 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.2 0.1 0.2 0.2 0.2 0.1 0.1 0.2 0.2 0.3 0.6
1.9
6.9 6.4 5.9 3.7 2.1 1.0 0.4 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.2 0.3 0.4 0.6 0.7 0.8 0.8 0.4 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.3 0.5 1.4 5.1 1.0 0.5 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 0.1 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 0.4 0.6 1.0 1.2 1.6 1.9 2.1 1.0 0.3 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.3 0.5 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.4 0.3 0.3 0.5 1.3 4.0 0.6 0.3 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 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.4 0.8 1.4 2.0 2.7 3.8 4.3 2.1 0.5 0.2 0.2 0.1 0.1 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.3 0.8 1.4 1.4 1.3 1.2 1.2 1.2 1.2 1.3 1.4 1.4 1.0 0.4 0.4 0.4 0.9 2.5 1.1 0.5 0.3 0.3 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 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.3 0.5 0.8 1.5 2.3 3.4 4.8 6.0 2.7 0.8 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.3 0.6 1.7 3.2 3.0 2.0 2.3 2.9 3.2 2.0 0.7 0.5 0.4 0.6 1.4 2.8 1.9 0.8 0.5 0.4 0.4 0.4 0.4 0.4 0.4 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.4 0.4 0.4 0.4 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.4 0.5 0.6 0.9 1.6 2.8 4.6 5.6 7.1 4.3 1.2 0.4 0.2 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.5 0.9 2.8 5.5 4.8 2.5 3.3 4.6 5.6 3.3 1.2 0.7 0.5 0.6 0.9 4.9 3.3 1.3 0.8 0.7 0.7 0.7 0.8 0.7 0.7 0.7 0.9 1.0 1.3 1.9 4.8 1.3 0.5 0.3 0.2 0.1 0.1 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.3 0.6 1.1 1.8
4.1
8.1 6.4 3.2 5.0 6.3 8.1
4.8 2.2 1.4 0.9 0.7 0.8 6.9 5.0 2.1 1.4 1.0 1.3 1.5 1.5 1.5 1.5 1.5 1.7 1.8 2.2 2.6 4.0 1.1 0.4 0.3 0.2 0.1 0.1 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.3 0.7 1.6 3.1 4.9
9.0 13.0 9.7 4.6 7.8 9.7 12.7 10.2 5.4 3.5 2.1 1.2 9.4 8.7
4.2 3.2 2.9 2.4 3.4 3.4 2.9 3.4 3.0 3.7 3.5 4.3 3.4 3.6 1.1 0.4 0.2 0.2 0.1 0.1 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.4 1.0 2.5 5.0 7.2
13.8 8.7 6.6 5.4 5.5 5.0 6.7 6.1 6.6 6.4 7.4 7.5 7.6 6.8 2.4 0.8 0.4 0.2 0.2 0.1 0.1 0.1 0.0 0.0
0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.4 1.0 2.3 4.0 10.5 7.4 6.6 6.1 7.1 9.5
8.114.5
11.7 14.4 8.9 16.1 12.2 8.2 1.8 0.9 0.5 0.3 0.2 0.1 0.1 0.1 0.0 0.0
0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.4 0.9 1.9 6.7 5.5 5.9 7.2 10.8 18.0 23.6 14.7 22.0 19.1 21.9 13.4 2.2 1.3 0.8 0.5 0.2 0.1 0.1 0.1 0.0 0.0
0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.4 0.8 1.6 5.3 7.5 12.3 16.5 18.7 14.3 17.3 15.4 2.9 2.2 1.4 0.7 0.3 0.2 0.1 0.1 0.0 0.0
0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.7 1.2 3.8 3.5 2.3 1.3 0.4 0.2 0.1 0.1 0.1 0.0
0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.5 0.8 5.6 5.5 3.8 1.5 0.4 0.2 0.1 0.1 0.1 0.0
0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.4 0.6 8.1 6.9 3.3 1.1 0.4 0.2 0.1 0.1 0.1 0.0
0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.3 0.5 14.0 6.1 2.1 0.8 0.4 0.2 0.1 0.1 0.1 0.0
0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.3 0.5 11.7 6.7 2.3 0.8 0.4 0.2 0.1 0.1 0.0 0.0
0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.3 0.6 7.1 6.5 3.5 1.2 0.4 0.2 0.1 0.1 0.0 0.0
0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.2 0.4 0.9 4.9 4.8 3.4 1.4 0.4 0.1 0.1 0.1 0.0 0.0
0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.3 0.5 1.3 4.2 3.7 3.2 2.1 1.1 0.4 0.2 0.1 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.5 1.5 5.5 3.4 2.6 1.6 0.8 0.3 0.1 0.1 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1
1.9
7.1 3.8 3.0 1.8 0.9 0.3 0.1 0.1 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.6 4.9 4.6 2.8 1.0 0.3 0.1 0.1 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.5 7.2 5.9 2.9 0.8 0.3 0.1 0.1 0.1 0.0 0.0
0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.3 10.5 4.9 1.7 0.6 0.3 0.2 0.1 0.1 0.0 0.0
0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.3 12.8 4.3 1.5 0.6 0.3 0.2 0.1 0.1 0.0 0.0
0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.2 8.2 5.7 2.4 0.7 0.3 0.2 0.1 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.3 5.6 5.3 2.9 1.0 0.3 0.1 0.1 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.4 3.9 3.4 2.1 0.9 0.3 0.1 0.1 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.5 3.2 2.4 1.5 0.7 0.3 0.1 0.1 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.5 3.2 2.4 1.5 0.7 0.3 0.1 0.1 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.5 3.7 3.3 2.2 1.1 0.3 0.1 0.1 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.6 5.3 5.3 3.5 1.3 0.3 0.1 0.1 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.6 7.8 6.4 3.1 0.9 0.3 0.2 0.1 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.3 0.6 1.5 3.2 5.7 13.1 5.5 1.8 0.7 0.3 0.2 0.1 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.3 0.7 1.5 2.8 4.4 5.9 11.8 5.8 1.9 0.7 0.3 0.2 0.1 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.3 0.6 1.2 2.1 3.0 3.6 7.1 6.2 3.3 0.9 0.3 0.1 0.1 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.4 0.8 1.3 1.7 4.6 4.7 3.1 1.1 0.3 0.1 0.1 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.5 0.7 0.8 0.9 11.1 2.9 2.6 1.7 0.9 0.3 0.1 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.3 0.4 0.4 0.5 0.5 10.9 1.4 0.9 0.4 0.2 0.1 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.2 0.2 0.3 0.4 0.5 21.8 12.1 4.9 4.3 0.7 0.5 0.2 0.1 0.1 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.5 19.2 17.9
22.5
19.2 2.6 2.1 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.4 0.6 1.2 2.2 4.2 7.0 8.2 8.8 8.5 7.6 5.1 3.0 2.1 1.9 2.4 3.6 5.9 10.0
17.6 23.0
14.7 8.2 1.0 0.1 0.2 0.3 0.2 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.3 0.5 0.8 1.5 2.7 2.9 4.6 3.8 4.5 4.2 3.2 2.0 1.4 1.4 1.9 3.3 5.8 9.0 7.7 13.8 6.6 6.8 0.5 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.3 0.5 0.9 1.0 1.9 2.1 2.0 2.1 2.1 1.6 0.9 0.9 1.0 1.4 2.4 4.2 4.5 6.4 5.9 3.1 3.3 0.3 0.3 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.3 0.3 0.6 0.9 0.9 0.9 1.0 0.9 0.8 0.5 0.5 0.7 0.9 1.5 1.8 3.1 3.1 2.8 1.5 1.5 0.1 0.1 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.4 0.5 0.5 0.5 0.5 0.4 0.3 0.4 0.4 0.6 0.6 1.1 1.4 1.4 1.4 0.7 0.7 0.7 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 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 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 0.2 0.3 0.3 0.4 0.5 0.7 0.7 0.7 0.4 0.4 0.4 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 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.1 0.2 0.2 0.2 0.2 0.3 0.3 0.4 0.4 0.4 0.3 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 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 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 0.1 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 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 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 0.1 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 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 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 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
E9-1013 E9-1012
E9-1013 E1-1054
E9-1013E1-1054
E9-1013E1-1054
CANOPY ABOVE
CANOPY ABOVE
ACCENT 4ACCENT LIGHT 5 ACCENT LIGHT 6ACCENT LIGHT 4ACCENT LIGHT 3ACCENT LIGHT 2ACCENT LIGHT 1
ACCENT LIGHT 7 ACCENT LIGHT 8ACCENT LIGHT 9
1
A
2
A
3
A
4
A2
5
A2
6
A2
7
A2
8
A2
9
A2
10
A2
11
B2
12
B2
13
B2
14
B2
15
B216
B217
B2
40
E
41
E 42
E
43
E
44
E
83
G
84
G
85
G
86
G2
87
G2
88
G2
PRINCIPAL LED
TO BE INSTALLED
30 D
31 D
32 D
33 D
34 D
35 D
36 D
37 D
38 D
39 D
18C 19 C
20 C 21C
22C 23C 24C
25C
26C
27C
28C
29C
45
F
46
F
52
F
55
F 56
F
57
F
58
F
59
F
60
F 61
F
62
F 63
F
64
F 65
F
66
F
67
F
68
F
78
F
79
F
80
F
81
F
82
F
69 F
70 F
71 F
72 F
73F
74F
77 F
76 F
75F
47F
48 F
49 F
50F
51F
54 F
53 F
PHOTOMETRIC PLAN34
C-CT-101.DWG
C-CT-101
1" = 30'N/A
GORDON
C. GIANGI
C. GIANGI
P. LAZAREVICH111/02/23VDOT, FC, FMO, & FW 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 CONSULTINGCOPYRIGHT . NO REPRODUCTION OR USE OF THIS DRAWING IS ALLOWED IN PART OR IN WHOLE BY ANY PROCESS WITHOUT PRIOR WRITTEN AUTHORIZATION FROM GORDON US, LLC (GORDON)REVISIONS
NUMBER DATE DESCRIPTIONSEAL:
NUMBER:
NCS:
CADD:
JOB:
PLAN:
HORIZ: VERT:
Gordon
SCALE:
DATE:
SUR:
DRW:
DES:
CHK:####ONE LOGISTICSLANDBAY 3SHAWNEE MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA42
3088-0105
(SP) #39-23
SEPTEMBER 2023
THIS SHEET FOR PHOTOMETRIC
PURPOSES ONLY!
PHOTOMETRIC DETAILS35
C-CT-101.DWG
C-CT-101
N/AN/A
GORDON
C. GIANGI
C. GIANGI
P. LAZAREVICH111/02/23VDOT, FC, FMO, & FW COMMENTSGordon4501 Daly DriveChantilly, VA 20151Phone: 703-263-1900www.gordon.us.comPROGRAMMING AND PLANNINGCIVIL ENGINEERINGLANDSCAPE ARCHITECTURESURVEY AND MAPPINGSECURITY CONSULTINGCOPYRIGHT . NO REPRODUCTION OR USE OF THIS DRAWING IS ALLOWED IN PART OR IN WHOLE BY ANY PROCESS WITHOUT PRIOR WRITTEN AUTHORIZATION FROM GORDON US, LLC (GORDON)REVISIONS
NUMBER DATE DESCRIPTIONSEAL:
NUMBER:
NCS:
CADD:
JOB:
PLAN:
HORIZ: VERT:
Gordon
SCALE:
DATE:
SUR:
DRW:
DES:
CHK:####ONE LOGISTICSLANDBAY 3SHAWNEE MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA42
3088-0105
(SP) #39-23
SEPTEMBER 2023
COVERSTONE DRIVE
VARIABLE WIDTH PUBLIC RIGHT-OF-WAY
EX. POND 3B
TAX MAP NO. 64-A-83G
ZONED: M1
TAX MAP NO. 64-A-83
ZONED: M1
E 11585742N 7102468
GRID NORTH
VIRGINIA ST
A
T
E
E 11585364N 7102421
E 11585873N 7102919
E 11585343N 7103269OHWOHWOHWOHWOHWXXXXXX
XXXXXX
SSSSSSSSSSSS SS SSFMFMA C
A
B
C
A
B
D
C
B
A
C
B
HC SIGN
HC SIGN
NO IDLING SIGN
FIRE LANE
STRIPING (TYP.)
FIRE LANE
STRIPING (TYP.)
D
PAVEMENT MARKING AND SIGNAGE PLAN36
C-CT-102.DWG
C-CT-102
1" = 30'N/A
GORDON
C. GIANGI
C. GIANGI
P. LAZAREVICH111/02/23VDOT, FC, FMO, & FW 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 CONSULTINGCOPYRIGHT . NO REPRODUCTION OR USE OF THIS DRAWING IS ALLOWED IN PART OR IN WHOLE BY ANY PROCESS WITHOUT PRIOR WRITTEN AUTHORIZATION FROM GORDON US, LLC (GORDON)REVISIONS
NUMBER DATE DESCRIPTIONSEAL:
NUMBER:
NCS:
CADD:
JOB:
PLAN:
HORIZ: VERT:
Gordon
SCALE:
DATE:
SUR:
DRW:
DES:
CHK:####ONE LOGISTICSLANDBAY 3SHAWNEE MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA42
3088-0105
(SP) #39-23
SEPTEMBER 2023
PLANNED 20' FREDERICK
WATER EASEMENT
COVERSTONE DRIVE
VARIABLE WIDTH PUBLIC RIGHT-OF-WAY
PLANNED FREDERICK
WATER EASEMENTEX. POND 3B
PLANNED 10' GAS EASEMENT
PLANNED 15' DRY UTILITY EASEMENT
TAX MAP NO. 64-A-83G
ZONED: M1
TAX MAP NO. 64-A-83
ZONED: M1
PLANNED 20' FREDERICK
WATER EASEMENT
10
10
12
10
1010
PR. GUARDRAIL
(VDOT GR-MGS1)
LIGHT POLE (TYP.)
LIGHT POLE (TYP.)
PROPOSED DUMPSTER ENCLOSURE;
(SEE SHEET 5 FOR DETAILS)
20' FREDERICK
WATER EASEMENT
20' FREDERICK
WATER EASEMENT
16
9
1212
13
PR. GUARDRAIL
(VDOT GR-MGS1)
GRID NORTH
VIRGINIA ST
A
T
E
LIMITS OF CLEARING
AND GRADINGLIMITS OF CLEARING
AND GRADING
LIMITS OF CLEARING
AND GRADING
PARKING LOT
TOTAL PARKING SPACES = 72 (69 + 3 ADA PARKING SPACES)
1 TREE PER 10 SPACE = 8 PARKING TREES (MIN.)
ZONE: B2
BUFFER CATEGORY: ASCREEN REQUIRED: NONEBUFFER
C
A
T
E
G
O
R
Y
:
A
SCREEN
R
E
Q
U
I
R
E
D
:
N
O
N
EOHW
OHWOHWOHWOHWXXXXXX
X
XXXXXX
X
SSSSSSSSSSSS SS SSFMFMSULPHUR SPRING RUN
COVERSTONE DRIVE
VARIABLE WIDTH PUBLIC RIGHT-OF-WAY
19-IG
2-QP
2-TA
3-AR
4-TA
3-DV
5-CK
3-TA 5-DV
4-TA
4-ZS
2-CK
3-TA
4-ZS
4-AR
4-TA
5-GT
3-ZS
3-AR
4-GT
4-CK
2-DV
5-ZS
3-TA
4-NS
3-GT
5-CA
5-CA
3-CA
7-CA
2-AR
21-IG
23-IM
7-CA7-CA
20-IM 20-IG
21-IM
21-IG
22-IM
20-IG
29-IM
24-IG 27-IM 29-IG
47-IG
33-IM
31-IG
25-IM
LANDSCAPE PLAN37
L-LS-110.DWG
L-LS-110
1" = 30'N/A
GORDON
W. PEART
D. KOESER
P. LAZAREVICH111/02/23VDOT, FC, FMO, & FW COMMENTSGordon4501 Daly DriveChantilly, VA 20151Phone: 703-263-1900www.gordon.us.comPROGRAMMING AND PLANNINGCIVIL ENGINEERINGLANDSCAPE ARCHITECTURESURVEY AND MAPPINGSECURITY CONSULTINGCOPYRIGHT . NO REPRODUCTION OR USE OF THIS DRAWING IS ALLOWED IN PART OR IN WHOLE BY ANY PROCESS WITHOUT PRIOR WRITTEN AUTHORIZATION FROM GORDON US, LLC (GORDON)REVISIONS
NUMBER DATE DESCRIPTIONSEAL:
NUMBER:
NCS:
CADD:
JOB:
PLAN:
HORIZ: VERT:
Gordon
SCALE:
DATE:
SUR:
DRW:
DES:
CHK:####ONE LOGISTICSLANDBAY 3SHAWNEE MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA42
3088-0105
(SP) #39-23
SEPTEMBER 2023
LEGEND
INTERIOR PARKING LOT TREE
DECIDUOUS PERIMETER TREE
EVERGREEN SHRUB
GRAPHICAL SCALE: 1" = 30'
30 15 0 30 60 90
INTERIOR PARKING AREA
EVERGREEN PERIMETER TREE
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.
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 2-3 TIMES
WIDTH OF ROOT BALL
SOIL PEDESTAL
UNDISTURBED
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.
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
DECIDUOUS TREE PLANTING DETAIL SHRUB PLANTING DETAIL LANDSCAPE CALCULATIONS & DETAILS38
L-LS-110.DWG
L-LS-110
AS SHOWNN/A
GORDON
W. PEART
D. KOESER
P. LAZAREVICH111/02/23VDOT, FC, FMO, & FW COMMENTSGordon4501 Daly DriveChantilly, VA 20151Phone: 703-263-1900www.gordon.us.comPROGRAMMING AND PLANNINGCIVIL ENGINEERINGLANDSCAPE ARCHITECTURESURVEY AND MAPPINGSECURITY CONSULTINGCOPYRIGHT . NO REPRODUCTION OR USE OF THIS DRAWING IS ALLOWED IN PART OR IN WHOLE BY ANY PROCESS WITHOUT PRIOR WRITTEN AUTHORIZATION FROM GORDON US, LLC (GORDON)REVISIONS
NUMBER DATE DESCRIPTIONSEAL:
NUMBER:
NCS:
CADD:
JOB:
PLAN:
HORIZ: VERT:
Gordon
SCALE:
DATE:
SUR:
DRW:
DES:
CHK:####ONE LOGISTICSLANDBAY 3SHAWNEE MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA42
3088-0105
(SP) #39-23
SEPTEMBER 2023
LANDSCAPE PLANTING DETAILS
NOTES:
1. ALL LANDSCAPING WILL CONFORM TO THE REQUIREMENTS AND BE IN
GENERAL CONFORMANCE WITH THE FREDERICK COUNTY ZONING
ORDINANCE §165-203.01
2. NO TREES OR SHRUBS SHALL BE PLACED ON FREDERICK WATER
EASEMENTS.
3. PER FREDERICK COUNTY ZONING ORDINANCE 165-202.01.D(13)(A), A
THREE-FOOT-HIGH EVERGREEN HEDGE SHALL BE PROVIDED TO PREVENT
HEADLIGHTS FROM SHINING ON PUBLIC RIGHTS-OF-WAY ALONG
COVERSTONE DRIVE.
4. ALL LANDSCAPING BEDS TO BE STONE UNLESS NOTED OTHERWISE ON THE
PLAN. LANDSCAPE STONE SHALL BE RED 2B STONE, BED THICKNESS SHALL
BE 3 INCHES MINIMUM AFTER LIGHT TAMPING. PLACE STONE BED OVER
DEWITT BARRIER MAT OR EQUAL.
OPEN SPACE AND PERIMETER LANDSCAPING CALCULATIONS
INTERIOR PARKING CALCULATIONS PLANT SCHEDULE
NOTE: THE 92 TOTAL TREES = 84 PERIMETER LANDSCAPE TREES AND 8 INTERIOR PARKING TREES.
APPROVED PROFFER STATEMENT39
C-GI-100.DWG
C-GI-100
1" = 30'N/A
GORDON
C. GIANGI
C. GIANGI
P. LAZAREVICHGordon4501 Daly DriveChantilly, VA 20151Phone: 703-263-1900www.gordon.us.comPROGRAMMING AND PLANNINGCIVIL ENGINEERINGLANDSCAPE ARCHITECTURESURVEY AND MAPPINGSECURITY CONSULTINGCOPYRIGHT . NO REPRODUCTION OR USE OF THIS DRAWING IS ALLOWED IN PART OR IN WHOLE BY ANY PROCESS WITHOUT PRIOR WRITTEN AUTHORIZATION FROM GORDON US, LLC (GORDON)REVISIONS
NUMBER DATE DESCRIPTIONSEAL:
NUMBER:
NCS:
CADD:
JOB:
PLAN:
HORIZ: VERT:
Gordon
SCALE:
DATE:
SUR:
DRW:
DES:
CHK:####ONE LOGISTICSLANDBAY 3SHAWNEE MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA42
3088-0105
(SP) #39-23
SEPTEMBER 2023
APPROVED PROFFER STATEMENT40
C-GI-100.DWG
C-GI-100
1" = 30'N/A
GORDON
C. GIANGI
C. GIANGI
P. LAZAREVICHGordon4501 Daly DriveChantilly, VA 20151Phone: 703-263-1900www.gordon.us.comPROGRAMMING AND PLANNINGCIVIL ENGINEERINGLANDSCAPE ARCHITECTURESURVEY AND MAPPINGSECURITY CONSULTINGCOPYRIGHT . NO REPRODUCTION OR USE OF THIS DRAWING IS ALLOWED IN PART OR IN WHOLE BY ANY PROCESS WITHOUT PRIOR WRITTEN AUTHORIZATION FROM GORDON US, LLC (GORDON)REVISIONS
NUMBER DATE DESCRIPTIONSEAL:
NUMBER:
NCS:
CADD:
JOB:
PLAN:
HORIZ: VERT:
Gordon
SCALE:
DATE:
SUR:
DRW:
DES:
CHK:####ONE LOGISTICSLANDBAY 3SHAWNEE MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA42
3088-0105
(SP) #39-23
SEPTEMBER 2023
APPROVED PROFFER STATEMENT41
C-GI-100.DWG
C-GI-100
1" = 30'N/A
GORDON
C. GIANGI
C. GIANGI
P. LAZAREVICHGordon4501 Daly DriveChantilly, VA 20151Phone: 703-263-1900www.gordon.us.comPROGRAMMING AND PLANNINGCIVIL ENGINEERINGLANDSCAPE ARCHITECTURESURVEY AND MAPPINGSECURITY CONSULTINGCOPYRIGHT . NO REPRODUCTION OR USE OF THIS DRAWING IS ALLOWED IN PART OR IN WHOLE BY ANY PROCESS WITHOUT PRIOR WRITTEN AUTHORIZATION FROM GORDON US, LLC (GORDON)REVISIONS
NUMBER DATE DESCRIPTIONSEAL:
NUMBER:
NCS:
CADD:
JOB:
PLAN:
HORIZ: VERT:
Gordon
SCALE:
DATE:
SUR:
DRW:
DES:
CHK:####ONE LOGISTICSLANDBAY 3SHAWNEE MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA42
3088-0105
(SP) #39-23
SEPTEMBER 2023
APPROVED PROFFER STATEMENT42
C-GI-100.DWG
C-GI-100
1" = 30'N/A
GORDON
C. GIANGI
C. GIANGI
P. LAZAREVICHGordon4501 Daly DriveChantilly, VA 20151Phone: 703-263-1900www.gordon.us.comPROGRAMMING AND PLANNINGCIVIL ENGINEERINGLANDSCAPE ARCHITECTURESURVEY AND MAPPINGSECURITY CONSULTINGCOPYRIGHT . NO REPRODUCTION OR USE OF THIS DRAWING IS ALLOWED IN PART OR IN WHOLE BY ANY PROCESS WITHOUT PRIOR WRITTEN AUTHORIZATION FROM GORDON US, LLC (GORDON)REVISIONS
NUMBER DATE DESCRIPTIONSEAL:
NUMBER:
NCS:
CADD:
JOB:
PLAN:
HORIZ: VERT:
Gordon
SCALE:
DATE:
SUR:
DRW:
DES:
CHK:####ONE LOGISTICSLANDBAY 3SHAWNEE MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA42
3088-0105
(SP) #39-23
SEPTEMBER 2023