HomeMy WebLinkAbout44-19 Site PlanJC
L
C
O
N
S
U
L
T
I
N
G
,
L
L
C
0073-A-001
0073-A-001
FR
E
D
E
R
I
C
K
C
O
U
N
T
Y
,
V
I
R
G
I
N
I
A
MI
D
D
L
E
T
O
W
N
D
A
T
A
C
E
N
T
E
R
BA
C
K
C
R
E
E
K
D
I
S
T
R
I
C
T
YL SS EAD
11/20/19
11/20/2019
MIDDLETOWN DATA CENTER
SITE PLAN MODIFICATION
APPLICANT/ DEVELOPER
SP# 44-19
MIDDLETOWN DATA CENTER LLC
1330 LYNCHBURG TURNPIKE
SALEM, VA 24153
OWNER
SITE AND ZONING TABULATION
Zone:M1 - Light Industrial District
Existing Use:Data Center with Communication Dish
ProposedUse:Data Center with Communication Dish
Acres Square Feet
Total Site Area :6.15 267,894
Disturbed Site Area :2.4800 108,029
Existing Building Area:1.72 75,123
Proposed Building Area:1.67 72,840
By-Right Permitted FAR:1.00 6.15 267,894
Existing FAR:0.28 1.72 75,123
Proposed FAR:0.27 1.67 72,840
Existing Impervious Area:3.86 167,973
Proposed Impervious Area:3.7400 162,914
Open Space Required:25%1.54 66,974
Open Space Provided:39%2.4100 104,980
Max Permitted Building Height:60'
Existing Building Height Max:< 60'
Building Setback:
Front Yard Major Street Setback 75 Feet
Front Yard Minor Street Setback:75 Feet
Rear Yard Setback:25 Feet
Side Yard Setback:25 Feet
Parking Setback:
Adjacent to public road:10 feet
Yard Setback:5 feet
ZONING ADMINISTRATOR DATE
SITE PLAN EXPIRES FIVE (5) YEARS FROM DATE OF APPROVAL
FREDERICK COUNTY, VIRGINIA CONFIDENTIAL
NOT FOR DISTRIBUTION
MIDDLETOWN DATA CENTER LLC
1330 LYNCHBURG TURNPIKE
SALEM, VA 24153
DESIGNER
JCL CONSULTING, LLC
4460 BROOKFIELD CORPORATE DRIVE, SUITE K
CHANTILLY, VA 20151
CONTACT: TERRY KELLEY
PHONE: 804-878-0867
CONTACT: TERRY KELLEY
PHONE: 804-878-0867
CONTACT: ERIC DUVALL
PHONE: 703-488-9877
8209 VALLEY PIKE
GENERAL DEMOLITION NOTES:
1. THIS PLAN REFERENCES DOCUMENTS AND INFORMATION BY:
BOUNDARY AND NORTH MERIDIAN SHOWN HEREON ARE BASED ON EXISTING LAND RECORDS OF
FREDERICK COUNTY, VIRGINIA.
2. GENERAL CONTRACTOR SHALL PERFORM ALL WORK IN ACCORDANCE WITH THE REQUIREMENTS OF THE
OCCUPATIONAL SAFETY AND HEALTH ACT OF 1970, (29 U.S.C. 651 et seq.), AS AMENDED AND ANY
MODIFICATIONS, AMENDMENTS OR REVISIONS TO SAME.
3. THE DEMOLITION PLAN IS INTENDED TO PROVIDE GENERAL INFORMATION, ONLY, REGARDING ITEMS TO BE
DEMOLISHED AND/OR REMOVED. THE GENERAL CONTRACTOR MUST ALSO REVIEW THE OTHER SITE PLAN
DRAWINGS AND INCLUDE IN DEMOLITION ACTIVITIES ALL INCIDENTAL WORK NECESSARY FOR THE
CONSTRUCTION OF THE NEW SITE IMPROVEMENTS.
4. GENERAL CONTRACTOR MUST RAISE ANY QUESTIONS CONCERNING THE ACCURACY OR INTENT OF THESE
PLANS OR SPECIFICATIONS, CONCERNS REGARDING THE APPLICABLE SAFETY STANDARDS, OR THE SAFETY
OF THE CONTRACTOR OR THIRD PARTIES IN PERFORMING THE WORK ON THIS PROJECT, WITH JCL
CONSULTING LLC, IN WRITING, AND RESPONDED TO BY JCL CONSULTING LLC, IN WRITING, PRIOR TO THE
INITIATION OF ANY SITE ACTIVITY AND ANY DEMOLITION ACTIVITY. ALL DEMOLITION ACTIVITIES MUST BE
PERFORMED IN ACCORDANCE WITH THE REQUIREMENTS OF THESE PLANS AND SPECIFICATIONS AND ALL
APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS, RULES, REQUIREMENTS, STATUTES, ORDINANCES
AND CODES.
5. ABANDONMENT/REMOVAL OF EXISTING SANITARY SEWER MANHOLES SHALL BE TAKEN DOWN TO BASE.
6. PRIOR TO STARTING ANY DEMOLITION, GENERAL CONTRACTOR IS RESPONSIBLE FOR:
A. OBTAINING ALL REQUIRED PERMITS AND MAINTAINING THE SAME ON SITE FOR REVIEW BY THE
ENGINEER AND OTHER PUBLIC AGENCIES HAVING JURISDICTION THROUGHOUT THE DURATION OF THE
PROJECT, SITE WORK AND DEMOLITION WORK.
GENERAL NOTES:
GENERAL CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH THE NOTES AND SPECIFICATIONS CONTAINED HEREIN.GENERAL CONTRACTOR IS RESPONSIBLE TO ENSURE THAT ALL SUBCONTRACTORS FULLY AND COMPLETELY CONFORM TOAND COMPLY WITH THESE REQUIREMENTS.
PRIOR TO THE START OF CONSTRUCTION, THE GENERAL CONTRACTOR MUST VERIFY THAT HE/SHE HAS THE LATESTEDITION OF THE FOLLOWING DOCUMENTS: SITE PLAN, ARCHITECTURAL PLAN, GEOTECHNICAL REPORT, REPORT OFASBESTOS SURVEY & OTHER APPLICABLE MANUALS. THIS IS GENERAL CONTRACTOR'S RESPONSIBILITY.
1. ALL ACCESSIBLE PARKING SPACES MUST BE CONSTRUCTED TO MEET, AT A MINIMUM, THE MORE STRINGENT OF THEREQUIREMENTS OF THE “AMERICANS WITH DISABILITIES ACT” (ADA) CODE (42 U.S.C. § 12101 et seq. AND 42 U.S.C. § 4151et seq.) OR THE REQUIREMENTS OF THE JURISDICTION WHERE THE PROJECT IS TO BE CONSTRUCTED, AND ANY ANDALL AMENDMENTS TO BOTH WHICH ARE IN EFFECT WHEN THESE PLANS ARE COMPLETED.
2. PRIOR TO STARTING CONSTRUCTION, THE GENERAL CONTRACTOR IS RESPONSIBLE TO ENSURE THAT ALL REQUIREDPERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION SHALL BEGIN UNTIL THECONTRACTOR HAS RECEIVED AND THOROUGHLY REVIEWED THE COMMENTS TO ALL PLANS AND OTHER DOCUMENTSREVIEWED AND APPROVED BY THE PERMITTING AUTHORITIES AND CONFIRMED THAT ALL NECESSARY OR REQUIREDPERMITS HAVE BEEN OBTAINED. GENERAL CONTRACTOR MUST HAVE COPIES OF ALL PERMITS AND APPROVALS ONSITE AT ALL TIMES.
3. THE OWNER/GENERAL CONTRACTOR MUST BE FAMILIAR WITH AND RESPONSIBLE FOR THE PROCUREMENT OF ANYAND ALL CERTIFICATIONS REQUIRED FOR THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY.
4. ALL WORK MUST BE PERFORMED IN ACCORDANCE WITH THESE PLANS,. SPECIFICATIONS AND CONDITIONS OFAPPROVAL, AND ALL APPLICABLE REQUIREMENTS, RULES, REGULATIONS, STATUTORY REQUIREMENTS, CODES, LAWSAND STANDARDS OF ALL GOVERNMENTAL ENTITIES WITH JURISDICTION OVER THIS PROJECT.
5. THE GEOTECHNICAL REPORT AND RECOMMENDATIONS SET FORTH HEREIN ARE A PART OF THE REQUIREDCONSTRUCTION DOCUMENTS AND, IN CASE OF CONFLICT, DISCREPANCY OR AMBIGUITY, THE MORE STRINGENTREQUIREMENTS AND/OR RECOMMENDATIONS CONTAINED IN THE PLANS AND THE GEOTECHNICAL REPORT ANDRECOMMENDATIONS SHALL TAKE PRECEDENCE UNLESS SPECIFICALLY NOTED OTHERWISE ON THE PLANS. THEGENERAL CONTRACTOR MUST NOTIFY THE ENGINEER, IN WRITING, OF ANY SUCH CONFLICT, DISCREPANCY ORAMBIGUITY BETWEEN THE GEOTECHNICAL REPORTS AND PLANS AND SPECIFICATIONS PRIOR TO PROCEEDING WITHANY FURTHER WORK.
6. THESE PLANS ARE BASED ON INFORMATION PROVIDED TO JCL CONSULTING LLC BY THE OWNER AND OTHERS PRIORTO THE TIME OF PLAN PREPARATION. GENERAL CONTRACTOR MUST FIELD VERIFY EXISTING CONDITIONS AND NOTIFYJCL CONSULTING LLC, IN WRITING, IMMEDIATELY IF ACTUAL SITE CONDITIONS DIFFER FROM THOSE SHOWN ON THEPLAN, OR IF THE PROPOSED WORK CONFLICTS WITH ANY OTHER SITE FEATURES.
7. ALL DIMENSIONS SHOWN ON THE PLANS MUST BE FIELD VERIFIED BY THE GENERAL CONTRACTOR PRIOR TO THESTART OF CONSTRUCTION. CONTRACTOR MUST NOTIFY ENGINEER, IN WRITING, IF ANY CONFLICTS, DISCREPANCIES,OR AMBIGUITIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION. NO EXTRA COMPENSATION WILL BE PAID TOTHE CONTRACTOR FOR WORK WHICH HAS TO BE REDONE OR REPAIRED DUE TO DIMENSIONS OR GRADES SHOWNINCORRECTLY ON THESE PLANS PRIOR TO CONTRACTOR GIVING ENGINEER WRITTEN NOTIFICATION OF SAME ANDENGINEER, THEREAFTER, PROVIDING GENERAL CONTRACTOR WITH WRITTEN AUTHORIZATION TO PROCEED WITHSUCH ADDITIONAL WORK.
8. GENERAL CONTRACTOR MUST REFER TO THE ARCHITECTURAL/BUILDING PLANS “OF RECORD” FOR EXACT LOCATIONSAND DIMENSIONS OF ENTRY/EXIT POINTS, ELEVATIONS, PRECISE BUILDING DIMENSIONS, AND EXACT BUILDING UTILITYLOCATIONS.
9. PRIOR TO THE START OF CONSTRUCTION, THE GENERAL CONTRACTOR MUST COORDINATE THE BUILDING LAYOUT BYCAREFUL REVIEW OF THE ENTIRE SITE PLAN AND THE LATEST ARCHITECTURAL PLANS (INCLUDING, BUT NOT LIMITEDTO, STRUCTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND FIRE SUPPRESSION PLAN, WHERE APPLICABLE).GENERAL CONTRACTOR MUST IMMEDIATELY NOTIFY OWNER, ARCHITECT AND SITE ENGINEER, IN WRITING, OF ANYCONFLICTS AND/OR DISCREPANCIES.
10. DEBRIS MUST NOT BE BURIED ON THE SUBJECT SITE AND ALL UNSUITABLE EXCAVATED MATERIAL AND DEBRIS (SOLIDWASTE) MUST BE DISPOSED OF IN ACCORDANCE WITH THE REQUIREMENTS OF ANY AND ALL GOVERNMENTALAUTHORITIES WHICH HAVE JURISDICTION OVER THIS PROJECT OR OVER GENERAL CONTRACTOR.
11. THE GENERAL CONTRACTOR IS TO EXERCISE EXTREME CARE WHEN PERFORMING ANY WORK ACTIVITIES ADJACENTTO PAVEMENT, STRUCTURES, ETC. WHICH ARE TO REMAIN EITHER FOR AN INITIAL PHASE OF THE PROJECT OR ASPART OF THE FINAL CONDITION. GENERAL CONTRACTOR IS RESPONSIBLE FOR TAKING ALL APPROPRIATE MEASURESREQUIRED TO ENSURE THE STRUCTURAL STABILITY OF SIDEWALKS AND PAVEMENT, UTILITIES, BUILDINGS, ANDINFRASTRUCTURE WHICH ARE TO REMAIN, AND TO PROVIDE A SAFE WORK AREA FOR THIRD PARTIES, PEDESTRIANSAND ANYONE INVOLVED WITH THE PROJECT.
14. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE DONE TO ANY NEW OR EXISTINGCONSTRUCTION OR PROPERTY DURING THE COURSE OF CONSTRUCTION, INCLUDING BUT NOT LIMITED TO DRAINAGE,UTILITIES, PAVEMENT, STRIPING, CURB, ETC. AND SHALL BEAR ALL COSTS ASSOCIATED WITH SAME TO INCLUDE, BUTNOT BE LIMITED TO, REDESIGN, RE-SURVEY, RE-PERMITTING AND CONSTRUCTION. THE GENERAL CONTRACTOR ISRESPONSIBLE FOR AND MUST REPLACE ALL SIGNAL INTERCONNECTION CABLE, WIRING CONDUITS, AND ANYUNDERGROUND ACCESSORY EQUIPMENT DAMAGED DURING CONSTRUCTION AND MUST BEAR ALL COSTSASSOCIATED WITH SAME. THE REPAIR OF ANY SUCH NEW OR EXISTING CONSTRUCTION OR PROPERTY MUSTRESTORE SUCH CONSTRUCTION OR PROPERTY TO A CONDITION EQUIVALENT TO OR BETTER THAN THE CONDITIONSPRIOR TO COMMENCEMENT OF THE CONSTRUCTION, AND IN CONFORMANCE WITH APPLICABLE CODES, LAWS RULES,REGULATIONS, STATUTORY REQUIREMENTS AND STATUTES. GENERAL CONTRACTOR MUST BEAR ALL COSTSASSOCIATED WITH SAME. GENERAL CONTRACTOR IS RESPONSIBLE TO DOCUMENT ALL EXISTING DAMAGE AND TONOTIFY THE OWNER AND THE CONSTRUCTION MANAGER PRIOR TO THE START OF CONSTRUCTION.
15. ALL CONCRETE MUST BE AIR ENTRAINED AND HAVE THE MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI AT 28 DAYSUNLESS OTHERWISE NOTED ON THE PLANS, DETAILS AND/OR GEOTECHNICAL REPORT.
16. THE ENGINEER IS NOT RESPONSIBLE FOR CONSTRUCTION METHODS, MEANS, TECHNIQUES OR PROCEDURES,GENERALLY OR FOR THE CONSTRUCTION MEAN, METHODS, TECHNIQUES OR PROCEDURES FOR COMPLETION OF THEWORK DEPICTED BOTH ON THESE PLANS, AND FOR ANY CONFLICTS/SCOPE REVISIONS WHICH RESULT FROM SAME.GENERAL CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE METHODS/MEANS FOR COMPLETION OF THE WORKPRIOR TO THE COMMENCEMENT OF CONSTRUCTION.
17. IF THE GENERAL CONTRACTOR DEVIATES FROM THE PLANS AND SPECIFICATIONS, INCLUDING THE NOTES CONTAINEDHEREIN, WITHOUT FIRST OBTAINING THE PRIOR WRITTEN AUTHORIZATION OF THE ENGINEER FOR SUCH DEVIATIONS,THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE PAYMENT OF ALL COSTS INCURRED IN CORRECTING ANY WORKDONE WHICH DEVIATES FROM THE PLANS, ALL FINES AND/OR PENALTIES ASSESSED WITH RESPECT THERETO AND ALLCOMPENSATORY OR PUNITIVE DAMAGES RESULTING THEREFROM AND, FURTHER, SHALL DEFEND, INDEMNIFY ANDHOLD HARMLESS THE ENGINEER, TO THE FULLEST EXTENT PERMITTED UNDER THE LAW, IN ACCORDANCE WITHPARAGRAPH 19 HEREIN, FOR AND FROM ALL FEES, ATTORNEYS' FEES, DAMAGES, COSTS, JUDGMENTS, PENALTIES ANDTHE LIKE RELATED TO SAME.
18. GENERAL CONTRACTOR IS RESPONSIBLE FOR MAINTENANCE AND PROTECTION OF TRAFFIC PLAN FOR ALL WORKTHAT AFFECTS PUBLIC TRAVEL EITHER IN THE R.O.W. OR ON SITE. THE COST FOR THIS ITEM MUST BE INCLUDED INTHE GENERAL CONTRACTOR'S PRICE.
19. ALL SIGNING AND PAVEMENT STRIPING MUST CONFORM TO MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES ORLOCALLY APPROVED SUPPLEMENT.
20. OWNER MUST MAINTAIN AND PRESERVE ALL PHYSICAL SITE FEATURES AND DESIGN FEATURES DEPICTED ON THEPLANS AND RELATED DOCUMENTS, IN STRICT ACCORDANCE WITH THE APPROVED PLAN(S) AND DESIGN AND, FURTHERENGINEER IS NOT RESPONSIBLE FOR ANY FAILURE TO SO MAINTAIN OR PRESERVE SITE AND/OR DESIGN FEATURES. IFOWNER FAILS TO MAINTAIN AND/OR PRESERVE ALL PHYSICAL SITE FEATURES AND/OR DESIGN FEATURES DEPICTEDON THE PLANS AND RELATED DOCUMENTS, OWNER AGREES TO INDEMNIFY AND HOLD ENGINEER HARMLESS FOR ALLINJURIES AND DAMAGES THAT ENGINEER SUFFERS AND COSTS THAT ENGINEER INCURS AS A RESULT OF SAIDFAILURE.
21. ALL DIMENSIONS MUST BE TO FACE OF CURB, EDGE OF PAVEMENT, OR EDGE OF BUILDING, UNLESS NOTEDOTHERWISE.
22. ALL CONSTRUCTION AND MATERIALS MUST COMPLY WITH AND CONFORM TO APPLICABLE FEDERAL, STATE AND LOCALREGULATIONS, LAWS, ORDINANCES, RULES AND CODES, AND ALL APPLICABLE OSHA REQUIREMENTS.
23. GENERAL CONTRACTOR AND OWNER MUST INSTALL ALL ELEMENTS AND COMPONENTS IN STRICT COMPLIANCE WITHAND ACCORDANCE WITH MANUFACTURER'S STANDARDS AND RECOMMENDED INSTALLATION CRITERIA ANDSPECIFICATIONS. IF GENERAL CONTRACTOR AND/OR OWNER FAIL TO DO SO, THEY AGREE TO JOINTLY ANDSEVERALLY INDEMNIFY AND HOLD ENGINEER HARMLESS FOR ALL INJURIES AND DAMAGES THAT ENGINEER SUFFERSAND COSTS THAT ENGINEER INCURS AS A RESULT OF SAID FAILURE.
24. GENERAL CONTRACTOR IS RESPONSIBLE TO MAINTAIN ON-SITE STORMWATER POLLUTION PREVENTION PLAN (SWPPP)IN COMPLIANCE WITH EPA REQUIREMENTS FOR SITES.
25. SUBBASE DEPTH IS BASED ON A CBR VALUE OF 4, BASED ON AN ESTIMATE WHICH WILL BE REVISED ONCE THE SOILTESTS OF SUBGRADE ARE PERFORMED.
26. A SMOOTHING GRADE SHALL BE MAINTAINED FROM THE CENTERLINE OF THE EXISTING ROAD TO THE CURB ANDGUTTER, TO PRECLUDE THE FORMING OF FALSE GUTTERS AND/OF PONDING OF ANY WATER ON THE ROADWAY.
27. STANDARD GUARDRAIL AND HANDRAIL SHALL BE INSTALLED AT THOSE LOCATIONS AS DESIGNATED DURING FINALFIELD INSPECTIONS BY FREDERICK COUNTY OR VDOT AS APPLICABLE.
28. THE APPROVAL OF THESE PLANS SHALL IN NO WAY RELIEVE THE OWNER OF COMPLYING WITH OTHER APPLICABLELOCAL, STATE, AND FEDERAL REQUIREMENTS.
3. IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TO REVIEW ALL CONSTRUCTION CONTRACT DOCUMENTS
INCLUDING, BUT NOT LIMITED TO, ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THE PROJECT
WORK SCOPE PRIOR TO THE INITIATION AND COMMENCEMENT OF CONSTRUCTION. SHOULD THE GENERAL
CONTRACTOR FIND A CONFLICT AND/OR DISCREPANCY BETWEEN THE DOCUMENTS RELATIVE TO THE
SPECIFICATIONS OR THE RELATIVE OR APPLICABLE CODES, REGULATIONS, LAWS, RULES, STATUTES AND/OR
ORDINANCES, IT IS THE GENERAL CONTRACTOR'S SOLE RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF
RECORD, IN WRITING, OF SAID CONFLICT AND/OR DISCREPANCY PRIOR TO THE START OF CONSTRUCTION.
GENERAL CONTRACTOR'S FAILURE TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE GENERAL
CONTRACTOR'S FULL AND COMPLETE ACCEPTANCE OF ALL RESPONSIBILITY TO COMPLETE THE SCOPE OF WORK
AS DEFINED BY THE DRAWINGS AND IN FULL COMPLIANCE WITH ALL FEDERAL, STATE AND LOCAL REGULATIONS,
LAWS, STATUTES, ORDINANCES AND CODES AND, FURTHER, GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR
ALL COSTS ASSOCIATED WITH SAME.
4. THE GENERAL CONTRACTOR MUST LOCATE AND CLEARLY AND UNAMBIGUOUSLY DEFINE VERTICALLY AND
HORIZONTALLY ALL ACTIVE AND INACTIVE UTILITY AND/OR SERVICE SYSTEMS THAT ARE TO BE REMOVED. THE
CONTRACTOR IS RESPONSIBLE TO PROTECT AND MAINTAIN ALL ACTIVE AND INACTIVE SYSTEMS THAT ARE NOT
BEING REMOVED/RELOCATED DURING SITE ACTIVITY.
5. THE GENERAL CONTRACTOR MUST FAMILIARIZE ITSELF WITH THE APPLICABLE UTILITY SERVICE PROVIDER
REQUIREMENTS AND IS RESPONSIBLE FOR ALL COORDINATION REGARDING UTILITY DEMOLITION AS IDENTIFIED OR
REQUIRED FOR THE PROJECT. THE GENERAL CONTRACTOR MUST PROVIDE THE OWNER WITH WRITTEN
NOTIFICATION THAT THE EXISTING UTILITIES AND SERVICES HAVE BEEN TERMINATED AND ABANDONED IN
ACCORDANCE WITH THE JURISDICTION AND UTILITY COMPANY REQUIREMENTS AND ALL OTHER APPLICABLE
REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES.
6. THE GENERAL CONTRACTOR MUST INSTALL ALL STORM SEWER AND SANITARY SEWER COMPONENTS WHICH
FUNCTION BY GRAVITY PRIOR TO THE INSTALLATION OF ALL OTHER UTILITIES.
7. GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF SITE PLAN DOCUMENTS AND ARCHITECTURAL
DESIGN FOR EXACT BUILDING UTILITY CONNECTION LOCATIONS, GREASE TRAP REQUIREMENTS/DETAILS, DOOR
ACCESS, AND EXTERIOR GRADING. THE ARCHITECT WILL DETERMINE THE UTILITY SERVICE SIZES. THE GENERAL
CONTRACTOR MUST COORDINATE INSTALLATION OF UTILITIES/SERVICES WITH THE INDIVIDUAL COMPANIES, TO
AVOID CONFLICTS AND TO ENSURE THAT PROPER DEPTHS ARE ACHIEVED. THE GENERAL CONTRACTOR IS
RESPONSIBLE FOR ENSURING THAT INSTALLATION OF ALL IMPROVEMENTS COMPLIES WITH ALL UTILITY
REQUIREMENTS WITH JURISDICTION AND/OR CONTROL OF THE SITE, AND ALL OTHER APPLICABLE REQUIREMENTS,
RULES, STATUTES, LAWS, ORDINANCES AND CODES AND, FURTHER, IS RESPONSIBLE FOR COORDINATING THE
UTILITY TIE-INS/CONNECTIONS PRIOR TO CONNECTING TO THE EXISTING UTILITY/SERVICE. WHERE A CONFLICT(S)
EXISTS BETWEEN THESE SITE PLANS AND THE ARCHITECTURAL PLANS, OR WHERE ARCHITECTURAL PLAN UTILITY
CONNECTION POINTS DIFFER, THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE ENGINEER, IN WRITING, AND
PRIOR TO CONSTRUCTION, RESOLVE SAME.
8. WATER SERVICE MATERIALS, BURIAL DEPTH, AND COVER REQUIREMENTS MUST BE SPECIFIED BY THE LOCAL
UTILITY COMPANY. GENERAL CONTRACTOR'S PRICE FOR WATER SERVICE MUST INCLUDE ALL FEES, COSTS AND
APPURTENANCES REQUIRED BY THE UTILITY TO PROVIDE FULL AND COMPLETE WORKING SERVICE. CONTRACTOR
MUST CONTACT THE APPLICABLE MUNICIPALITY TO CONFIRM THE PROPER WATER METER AND VAULT, PRIOR TO
COMMENCING CONSTRUCTION.
9. ALL NEW UTILITIES/SERVICES, INCLUDING ELECTRIC, TELEPHONE, CABLE TV, ETC. ARE TO BE INSTALLED
UNDERGROUND. ALL NEW UTILITIES/SERVICES MUST BE INSTALLED IN ACCORDANCE WITH THE UTILITY/SERVICE
PROVIDER INSTALLATION SPECIFICATIONS AND STANDARDS.
10. SITE GRADING MUST BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND THE
RECOMMENDATIONS SET FORTH IN THE GEOTECHNICAL REPORT REFERENCED IN THIS PLAN SET. THE GENERAL
CONTRACTOR IS RESPONSIBLE FOR REMOVING AND REPLACING UNSUITABLE MATERIALS WITH SUITABLE
MATERIALS AS SPECIFIED IN THE GEOTECHNICAL REPORT. ALL EXCAVATED OR FILLED AREAS MUST BE
COMPACTED AS OUTLINED IN THE GEOTECHNICAL REPORT. MOISTURE CONTENT AT TIME OF PLACEMENT MUST BE
SUBMITTED IN A COMPACTION REPORT PREPARED BY A QUALIFIED GEOTECHNICAL ENGINEER, REGISTERED WITH
THE STATE WHERE THE WORK IS PERFORMED, VERIFYING THAT ALL FILLED AREAS AND SUBGRADE AREAS WITHIN
THE BUILDING PAD AREA AND AREAS TO BE PAVED HAVE BEEN COMPACTED IN ACCORDANCE WITH THESE PLANS,
SPECIFICATIONS AND THE RECOMMENDATIONS SET FORTH IN THE GEOTECHNICAL REPORT AND ALL APPLICABLE
REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES. SUBBASE MATERIAL FOR SIDEWALKS, CURB,
OR ASPHALT MUST BE FREE OF ORGANICS AND OTHER UNSUITABLE MATERIALS. SHOULD SUBBASE BE DEEMED
UNSUITABLE BY OWNER/DEVELOPER, OR OWNER/DEVELOPER'S REPRESENTATIVE, SUBBASE IS TO BE REMOVED
AND FILLED WITH APPROVED FILL MATERIAL COMPACTED AS DIRECTED BY THE GEOTECHNICAL REPORT.
EARTHWORK ACTIVITIES INCLUDING, BUT NOT LIMITED TO, EXCAVATION, BACKFILL, AND COMPACTING MUST
COMPLY WITH THE RECOMMENDATIONS IN THE GEOTECHNICAL REPORT AND ALL APPLICABLE REQUIREMENTS,
RULES, STATUTES, LAWS, ORDINANCES AND CODES. EARTHWORK ACTIVITIES MUST COMPLY WITH THE STANDARD
STATE DOT SPECIFICATIONS FOR ROADWAY CONSTRUCTION (LATEST EDITION) AND ANY AMENDMENTS OR
REVISIONS THERETO.
11. ALL FILL, COMPACTION, AND BACKFILL MATERIALS REQUIRED FOR UTILITY INSTALLATION MUST BE AS PER THE
RECOMMENDATIONS PROVIDED IN THE GEOTECHNICAL REPORT AND MUST BE COORDINATED WITH THE
APPLICABLE UTILITY COMPANY SPECIFICATIONS. WHEN THE PROJECT DOES NOT HAVE GEOTECHNICAL
RECOMMENDATIONS, FILL AND COMPACTION MUST, AT A MINIMUM, COMPLY WITH THE STATE DOT REQUIREMENTS
AND SPECIFICATIONS AND CONSULTANT SHALL HAVE NO LIABILITY OR RESPONSIBILITY FOR OR AS RELATED TO
FILL, COMPACTION AND BACKFILL. FURTHER, CONTRACTOR IS FULLY RESPONSIBLE FOR EARTHWORK BALANCE.
12. THE GENERAL CONTRACTOR MUST COMPLY, TO THE FULLEST EXTENT, WITH THE LATEST OSHA STANDARDS AND
REGULATIONS, AND/OR ANY OTHER AGENCY WITH JURISDICTION FOR EXCAVATION AND TRENCHING PROCEDURES.
THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE “MEANS AND METHODS” REQUIRED TO MEET THE
INTENT AND PERFORMANCE CRITERIA OF OSHA, AS WELL AS ANY OTHER ENTITY THAT HAS JURISDICTION FOR
EXCAVATION AND/OR TRENCHING PROCEDURES AND CONSULTANT SHALL HAVE NO RESPONSIBILITY FOR OR AS
RELATED FOR OR AS RELATED TO EXCAVATION AND TRENCHING PROCEDURES.
13. DURING THE INSTALLATION OF SANITARY SEWER, STORM SEWER, AND ALL UTILITIES, THE CONTRACTOR MUST
MAINTAIN A CONTEMPORANEOUS AND THOROUGH RECORD OF CONSTRUCTION TO IDENTIFY THE AS-INSTALLED
LOCATIONS OF ALL UNDERGROUND INFRASTRUCTURE. THE GENERAL CONTRACTOR MUST CAREFULLY NOTE ANY
INSTALLATIONS THAT DEVIATE FROM THE INFORMATION CONTAINED IN THE UTILITY PLAN. THIS RECORD MUST BE
KEPT ON A CLEAN COPY OF THE SITE PLAN, WHICH GENERAL CONTRACTOR MUST PROMPTLY PROVIDE TO THE
OWNER AT THE COMPLETION OF WORK.
14. WHEN THE SITE IMPROVEMENT PLANS INVOLVE MULTIPLE BUILDINGS, SOME OF WHICH MAY BE BUILT AT A LATER
DATE, THE GENERAL CONTRACTOR MUST EXTEND ALL LINES, INCLUDING BUT NOT LIMITED TO STORM SEWER,
SANITARY SEWER, UTILITIES, AND IRRIGATION LINE, TO A POINT AT LEAST FIVE (5) FEET BEYOND THE PAVED AREAS
FOR WHICH THE GENERAL CONTRACTOR IS RESPONSIBLE. GENERAL CONTRACTOR MUST CAP ENDS AS
APPROPRIATE, MARK LOCATIONS WITH A 2X4, AND MUST NOTE THE LOCATION OF ALL OF THE ABOVE ON A CLEAN
COPY OF THE SITE PLAN, WHICH GENERAL CONTRACTOR MUST PROMPTLY PROVIDE TO THE OWNER UPON
COMPLETION OF THE WORK.
15. THE GENERAL CONTRACTOR IS FULLY RESPONSIBLE FOR VERIFICATION OF EXISTING TOPOGRAPHIC INFORMATION
AND UTILITY INVERT ELEVATIONS PRIOR TO COMMENCING ANY CONSTRUCTION. GENERAL CONTRACTOR MUST
CONFIRM AND ENSURE 0.75% MINIMUM SLOPE AGAINST ALL ISLANDS, GUTTERS, AND CURBS; 1.0% ON ALL
CONCRETE SURFACES; AND 1.5% MINIMUM ON ASPHALT (EXCEPT WHERE ADA REQUIREMENTS LIMIT GRADES), TO
PREVENT PONDING. GENERAL CONTRACTOR MUST IMMEDIATELY IDENTIFY, IN WRITING TO THE ENGINEER, ANY
DISCREPANCIES THAT MAY OR COULD AFFECT THE PUBLIC SAFETY, HEALTH OR GENERAL WELFARE, OR PROJECT
COST. IF GENERAL CONTRACTOR PROCEEDS WITH CONSTRUCTION WITHOUT PROVIDING PROPER NOTIFICATION,
MUST BE AT THE GENERAL CONTRACTOR'S OWN RISK AND, FURTHER, GENERAL CONTRACTOR SHALL INDEMNIFY,
DEFEND AND HOLD HARMLESS THE DESIGN ENGINEER FOR ANY DAMAGES, COSTS, INJURIES, ATTORNEY'S FEES
AND THE LIKE WHICH RESULT FROM SAME.
16. IN THE EVENT OF DISCREPANCIES AND/OR CONFLICTS BETWEEN PLANS OR RELATIVE TO OTHER PLANS, THE SITE
PLAN WILL TAKE PRECEDENCE AND CONTROL. GENERAL CONTRACTOR MUST IMMEDIATELY NOTIFY THE DESIGN
ENGINEER, IN WRITING, OF ANY DISCREPANCIES AND/OR CONFLICTS.
17. GENERAL CONTRACTOR MUST REQUIRED TO SECURE ALL NECESSARY AND/OR REQUIRED PERMITS AND
APPROVALS FOR ALL OFF SITE MATERIAL SOURCES AND DISPOSAL FACILITIES. GENERAL CONTRACTOR MUST
SUPPLY A COPY OF APPROVALS TO ENGINEER AND OWNER PRIOR TO INITIATING WORK ANY WORK.
18. WHERE RETAINING WALLS (WHETHER OR NOT THEY MEET THE JURISDICTIONAL DEFINITION) ARE IDENTIFIED ON
PLANS, ELEVATIONS IDENTIFIED ARE FOR THE EXPOSED PORTION OF THE WALL. WALL FOOTINGS/FOUNDATION
ELEVATIONS ARE NOT IDENTIFIED HEREIN AND ARE TO BE SET/DETERMINED BY THE CONTRACTOR BASED ON FINAL
STRUCTURAL DESIGN SHOP DRAWINGS PREPARED BY THE APPROPRIATE PROFESSIONAL LICENSED IN THE STATE
WHERE THE CONSTRUCTION OCCURS.
19. STORM DRAINAGE PIPE:
UNLESS INDICATED OTHERWISE, ALL STORM SEWER PIPE MUST BE REINFORCED CONCRETE PIPE (RCP) CLASS III
WITH SILT TIGHT JOINTS. WHEN HIGH-DENSITY POLYETHYLENE PIPE (HDPE) IS CALLED FOR ON THE PLANS, IT MUST
CONFORM TO AASHTO M294 AND TYPE S (SMOOTH INTERIOR WITH ANGULAR CORRUGATIONS) WITH GASKET FOR
SILT TIGHT JOINT. PVC PIPE FOR ROOF DRAIN CONNECTION MUST BE SDR 26 OR SCHEDULE 40 UNLESS INDICATED
OTHERWISE.
20. STORMWATER ROOF DRAIN LOCATIONS ARE BASED ON PRELIMINARY ARCHITECTURAL PLANS. GENERAL
CONTRACTOR IS RESPONSIBLE TO AND FOR VERIFYING LOCATIONS OF SAME BASED ON FINAL ARCHITECTURAL
PLANS.
21. WATER MAIN PIPING MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS AND SPECIFICATIONS OF THE
LOCAL WATER AUTHORITY. IN THE ABSENCE OF SUCH REQUIREMENTS, WATER MAIN PIPING MUST BE
CEMENT-LINED DUCTILE IRON (DIP) MINIMUM CLASS 52 THICKNESS. ALL PIPE AND APPURTENANCES MUST COMPLY
WITH THE APPLICABLE AWWA STANDARDS IN EFFECT AT THE TIME OF APPLICATION.
VDOT NOTES:
1. THESE PLANS WERE PREPARED IN ACCORDANCE WITH THE REQUIREMENTS OF (SELECT ONE):
VDOT SUBDIVISION STREET REQUIREMENTS (SSR 24VAC-30-91 EFFECTIVE JANUARY 1, 2005 AND VDOT
ROAD DESIGN MANUAL
APPENDIX B)VDOT SECONDARY STREET ACCEPTANCE REQUIREMENTS (SSAR 24VAC-30-92 EFFECTIVE
MARCH 9, 2009 AND VDOT ROAD DESIGN MANUAL
APPENDIX B1). SCHEMATIC STREET LAYOUT AND COMPUTATIONS OF CONNECTIVITY INDEX ARE
PROVIDED WITH THESE PLANS PER 24VAC30-92-60. VDOT SECONDARY STREET ACCEPTANCE
REQUIREMENTS (SSAR 24VAC-30-92 EFFECTIVE DECEMBER 31, 2011 AND VDOT ROAD DESIGN MANUAL
APPENDIX B1). SCHEMATIC STREET LAYOUT WITH PHASING DIAGRAM FOR STREET ACCEPTANCE ARE
PROVIDED WITH THESE PLANS PER 24VAC30-92-60.
2. METHODS AND MATERIALS USED SHALL CONFORM TO CURRENT COUNTY/TOWN AND VDOT STANDARDS
AND SPECIFICATIONS.
3. ALL UTILITIES, INCLUDING ALL POLES, ARE TO BE RELOCATED AT THE DEVELOPER'S EXPENSE, PRIOR TO
CONSTRUCTION.
4. 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.
5. ANY TYPE OF REVERSE CURB (SPILL CURB, CG-6R, ETC.) AND TRANSITION TO THESE CURBS SHALL NOT BE
USED WITH THE PUBLIC RIGHT OF WAY.
6. 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.
7. 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.
8. STANDARD GUARDRAILS AND/OR HANDRAILS SHALL BE INSTALLED AT HAZARDOUS LOCATIONS AS
DESIGNATED DURING FIELD REVIEW BY THE COUNTY/TOWN INSPECTOR OR VDOT.
9. 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 A MINIMUM OF
THIRTY DAYS PRIOR TO PERMIT APPLICATION. THE DEVELOPER SHALL NOT COMMENCE CONSTRUCTION OF
ANY PAVEMENT COURSE WITHOUT AN APPROVED STRIPING PLAN.
10. PAVEMENT DESIGN IS BASED ON AN ASSUMED CBR VALUE OF 10 (USE CBR VALUE OF 6 IN LOUDOUN CO).
SOIL TESTS OF SUBGRADE MUST BE SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED THICKNESS OF
THE PAVEMENT INCLUDING LAYERS OF ASPHALT AND SUBBASE PRIOR TO SUBBASE PLACEMENT.
11. ALL UNTREATED AGGREGATE USED IN BASE OR SUBBASE COURSES SHALL BE 21B, EXCEPT ON ROADS WITH
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. 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.
14. 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 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.
15. DEVELOPER IS RESPONSIBLE FOR DESIGN AND CONSTRUCTION OF ANY TRAFFIC SIGNAL INSTALLATION OR
MODIFICATION WHICH WILL BE NECESSARY AS A RESULT OF DEVELOPMENT OF THIS SITE.
16. ALL RIGHT OF WAY DEDICATED TO PUBLIC USE SHALL BE CLEAR AND UNENCUMBERED.
17. THE COUNTY/TOWN SHALL OBTAIN A PERMIT FOR ALL SIDEWALKS WITHIN THE RIGHT OF WAY THAT DO
NOT QUALIFY FOR VDOT MAINTENANCE.
18. TRAFFIC CONTROL DEVICES OR ADVISORY SIGNS, SUCH AS MULTIWAY STOPS, SPEED LIMITS, WATCH FOR
CHILDREN, PEDESTRIAN TRAFFIC ETC., SHALL NOT BE INSTALLED UNLESS SPECIFICALLY SHOWN ON THESE
PLANS OR A VDOT APPROVED PLAN REVISION. SPEED STUDY CERTIFIED BY PROFESSIONAL ENGINEER
SHOULD BE SUBMITTED FOR VDOT APPROVAL PRIOR TO THE STREET ACCEPTANCE FOR ANY ROAD TO BE
POSTED OTHER THAN THE STATUTORY SPEED LIMIT. 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.
19. LANDSCAPING AND IRRIGATION SYSTEMS SHALL NOT BE INSTALLED WITHIN THE PUBLIC RIGHT OF WAY
EXCEPT AS SHOWN ON THESE PLANS OR A VDOT APPROVED REVISION.
20. BEGINNING JULY 1, 2009 ALL LAND USE PERMIT APPLICATIONS ARE REQUIRED TO PROVIDE AT LEAST ONE
(1) PERSON WHO, AT MINIMUM, IS VERIFIED BY VDOT IN BASIC WORK ZONE TRAFFIC CONTROL FOR ALL
PERMITTED ACTIVITIES WITHIN STATE MAINTAINED RIGHT OF WAY WHICH INVOLVES INSTALLING,
MAINTAINING, OR REMOVING WORK ZONE TRAFFIC CONTROL DEVICES. THIS PERSON SHALL BE
RESPONSIBLE FOR THE PLACEMENT, MAINTENANCE AND REMOVAL OF ALL WORK ZONE TRAFFIC CONTROL
DEVICES.
21. WATER MAIN PIPING MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS AND SPECIFICATIONS OF THE
LOCAL WATER AUTHORITY. IN THE ABSENCE OF SUCH REQUIREMENTS, WATER MAIN PIPING MUST BE
CEMENT-LINED DUCTILE IRON (DIP) MINIMUM CLASS 52 THICKNESS. ALL PIPE AND APPURTENANCES MUST COMPLY
WITH THE APPLICABLE AWWA STANDARDS IN EFFECT AT THE TIME OF APPLICATION.
22. GENERAL CONTRACTOR MUST ENSURE THAT ALL UTILITY TRENCHES LOCATED IN EXISTING PAVED ROADWAYS
INCLUDING SEWER, WATER AND STORM SYSTEMS, MUST BE REPAIRED IN ACCORDANCE WITH REFERENCED
MUNICIPAL, COUNTY AND/OR VDOT DETAILS AS APPLICABLE. GENERAL CONTRACTOR MUST COORDINATE
INSPECTION AND APPROVAL OF COMPLETED WORK WITH THE AGENCY WITH JURISDICTION OVER SAME.
23. LOUDOUN WATER NOTES AND DETAILS ARE LOCATED ON SHEETS 40-42.
24. LOCATION OF PROPOSED UTILITY POLE RELOCATION IS AT THE SOLE DISCRETION OF UTILITY COMPANY.
25. ALL CURB RETURNS ARE 5' RADIUS UNLESS OTHERWISE LABELED
GENERAL GRADING & UTILITY NOTES:
1. LOCATIONS OF ALL EXISTING AND PROPOSED SERVICES ARE APPROXIMATE AND MUST BE INDEPENDENTLY
CONFIRMED WITH LOCAL UTILITY COMPANIES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION OR
EXCAVATION. SANITARY SEWER AND ALL OTHER UTILITY SERVICE CONNECTION POINTS MUST BE INDEPENDENTLY
CONFIRMED BY THE CONTRACTOR IN THE FIELD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. ALL
DISCREPANCIES MUST IMMEDIATELY BE REPORTED, IN WRITING, TO THE ENGINEER. CONSTRUCTION MUST
COMMENCE BEGINNING AT THE LOWEST INVERT (POINT OF CONNECTION) AND PROGRESS UP GRADIENT.
PROPOSED INTERFACE POINTS (CROSSINGS) WITH EXISTING UNDERGROUND UTILITIES SHALLBE FIELD VERIFIED
BY TEST PIT PRIOR TO COMMENCEMENT OF CONSTRUCTION.
2. GENERAL CONTRACTOR MUST VERTICALLY AND HORIZONTALLY LOCATE ALL UTILITIES AND SERVICES INCLUDING,
BUT NOT LIMITED TO, GAS, WATER, ELECTRIC, SANITARY AND STORM SEWER, TELEPHONE, CABLE, FIBER OPTIC
CABLE, ETC. WITHIN THE LIMITS OF DISTURBANCE OR WORK SPACE, WHICHEVER IS GREATER. THE GENERAL
CONTRACTOR MUST USE, REFER TO, AND COMPLY WITH THE REQUIREMENTS OF THE APPLICABLE UTILITY
NOTIFICATION SYSTEM TO LOCATE ALL THE UNDERGROUND UTILITIES. THE GENERAL CONTRACTOR IS
RESPONSIBLE FOR REPAIRING ALL DAMAGE TO ANY EXISTING UTILITIES DURING CONSTRUCTION, AT NO COST TO
THE OWNER. GENERAL CONTRACTOR SHALL BEAR ALL COSTS ASSOCIATED WITH DAMAGE TO ANY EXISTING
UTILITIES DURING CONSTRUCTION.
JC
L
C
O
N
S
U
L
T
I
N
G
,
L
L
C
0073-A-001
0073-A-001
FR
E
D
E
R
I
C
K
C
O
U
N
T
Y
,
V
I
R
G
I
N
I
A
MI
D
D
L
E
T
O
W
N
D
A
T
A
C
E
N
T
E
R
BA
C
K
C
R
E
E
K
D
I
S
T
R
I
C
T
YL SS EAD
11/20/19
11/20/2019
VICINITY MAP
5'
4
"
4
"
JCL CONSULTING, LLC
0
0
7
3
-
A
-
0
0
1
0
0
7
3
-
A
-
0
0
1
FREDERICK COUNTY, VIRGINIA
MIDDLETOWN DATA CENTER
BACK CREEK DISTRICT
Y
L
S
S
E
A
D
1
1
/
2
0
/
1
9
1
1
/
2
0
/
2
0
1
9
JCL CONSULTING, LLCVCS 83, NORTH ZONE
8
"
6
"
8
"
1
.
5
"
3
"
6"
JC
L C
O
N
S
U
L
T
I
N
G
,
L
L
C
VC
S
8
3
,
N
O
R
T
H
Z
O
N
E
PLANT SCHEDULEKEY SYMBOL SCIENTIFIC NAME COMMON NAME QUANTITY HEIGHT41087PSPINUS STROBUS WHITE PINEACABIES CONCOLORWHITE FIRCLCUPRESSOCYPARIS XLEYLANDILEYLANDCYPRESSPIPICEASPRUCE 4'4'4'TOTAL29 CALIPER2"
JC
L
CO
N
S
U
L
T
I
N
G
,
L
L
C
VC
S
8
3
,
N
O
R
T
H
Z
O
N
E
JC
L
C
O
N
S
U
L
T
I
N
G
,
L
L
C
0073-A-001
0073-A-001
FR
E
D
E
R
I
C
K
C
O
U
N
T
Y
,
V
I
R
G
I
N
I
A
MI
D
D
L
E
T
O
W
N
D
A
T
A
C
E
N
T
E
R
BA
C
K
C
R
E
E
K
D
I
S
T
R
I
C
T
YL SS EAD
11/20/19
11/20/2019
LEGEND
OLR
JC
L
CO
N
S
U
L
T
I
N
G
,
L
L
C
VC
S
8
3
,
N
O
R
T
H
Z
O
N
E
JC
L
C
O
N
S
U
L
T
I
N
G
,
L
L
C
0073-A-001
0073-A-001
FR
E
D
E
R
I
C
K
C
O
U
N
T
Y
,
V
I
R
G
I
N
I
A
MI
D
D
L
E
T
O
W
N
D
A
T
A
C
E
N
T
E
R
BA
C
K
C
R
E
E
K
D
I
S
T
R
I
C
T
YL SS EAD
11/20/19
11/20/2019
LANDSCAPE LEGEND
JC
L
CO
N
S
U
L
T
I
N
G
,
L
L
C
VC
S
8
3
,
N
O
R
T
H
Z
O
N
E
JC
L
C
O
N
S
U
L
T
I
N
G
,
L
L
C
0073-A-001
0073-A-001
FR
E
D
E
R
I
C
K
C
O
U
N
T
Y
,
V
I
R
G
I
N
I
A
MI
D
D
L
E
T
O
W
N
D
A
T
A
C
E
N
T
E
R
BA
C
K
C
R
E
E
K
D
I
S
T
R
I
C
T
YL SS EAD
11/20/19
11/20/2019
JC
L
CO
N
S
U
L
T
I
N
G
,
L
L
C
VC
S
8
3
,
N
O
R
T
H
Z
O
N
E
JC
L
C
O
N
S
U
L
T
I
N
G
,
L
L
C
0073-A-001
0073-A-001
FR
E
D
E
R
I
C
K
C
O
U
N
T
Y
,
V
I
R
G
I
N
I
A
MI
D
D
L
E
T
O
W
N
D
A
T
A
C
E
N
T
E
R
BA
C
K
C
R
E
E
K
D
I
S
T
R
I
C
T
YL SS EAD
11/20/19
11/20/2019
JC
L
CO
N
S
U
L
T
I
N
G
,
L
L
C
VC
S
8
3
,
N
O
R
T
H
Z
O
N
E
JC
L
C
O
N
S
U
L
T
I
N
G
,
L
L
C
0073-A-001
0073-A-001
FR
E
D
E
R
I
C
K
C
O
U
N
T
Y
,
V
I
R
G
I
N
I
A
MI
D
D
L
E
T
O
W
N
D
A
T
A
C
E
N
T
E
R
BA
C
K
C
R
E
E
K
D
I
S
T
R
I
C
T
YL SS EAD
11/20/19
11/20/2019
JC
L
C
O
N
S
U
L
T
I
N
G
,
L
L
C
0073-A-001
0073-A-001
FR
E
D
E
R
I
C
K
C
O
U
N
T
Y
,
V
I
R
G
I
N
I
A
MI
D
D
L
E
T
O
W
N
D
A
T
A
C
E
N
T
E
R
BA
C
K
C
R
E
E
K
D
I
S
T
R
I
C
T
YL SS EAD
11/20/19
11/20/2019
JC
L
C
O
N
S
U
L
T
I
N
G
,
L
L
C
0073-A-001
0073-A-001
FR
E
D
E
R
I
C
K
C
O
U
N
T
Y
,
V
I
R
G
I
N
I
A
MI
D
D
L
E
T
O
W
N
D
A
T
A
C
E
N
T
E
R
BA
C
K
C
R
E
E
K
D
I
S
T
R
I
C
T
YL SS EAD
11/20/19
11/20/2019
JC
L
C
O
N
S
U
L
T
I
N
G
,
L
L
C
0073-A-001
0073-A-001
FR
E
D
E
R
I
C
K
C
O
U
N
T
Y
,
V
I
R
G
I
N
I
A
MI
D
D
L
E
T
O
W
N
D
A
T
A
C
E
N
T
E
R
BA
C
K
C
R
E
E
K
D
I
S
T
R
I
C
T
YL SS EAD
11/20/19
11/20/2019
OLR
JC
L
C
O
N
S
U
L
T
I
N
G
,
L
L
C
0073-A-001
0073-A-001
FR
E
D
E
R
I
C
K
C
O
U
N
T
Y
,
V
I
R
G
I
N
I
A
MI
D
D
L
E
T
O
W
N
D
A
T
A
C
E
N
T
E
R
BA
C
K
C
R
E
E
K
D
I
S
T
R
I
C
T
YL SS EAD
11/20/19
11/20/2019
J
C
L
C
O
N
S
U
L
T
I
N
G
,
L
L
C
V
C
S
8
3
,
N
O
R
T
H
Z
O
N
E
OLR
JC
L
C
O
N
S
U
L
T
I
N
G
,
L
L
C
0073-A-001
0073-A-001
FR
E
D
E
R
I
C
K
C
O
U
N
T
Y
,
V
I
R
G
I
N
I
A
MI
D
D
L
E
T
O
W
N
D
A
T
A
C
E
N
T
E
R
BA
C
K
C
R
E
E
K
D
I
S
T
R
I
C
T
YL SS EAD
11/20/19
11/20/2019
JC
L
C
O
N
S
U
L
T
I
N
G
,
L
L
C
0073-A-001
0073-A-001
FR
E
D
E
R
I
C
K
C
O
U
N
T
Y
,
V
I
R
G
I
N
I
A
MI
D
D
L
E
T
O
W
N
D
A
T
A
C
E
N
T
E
R
BA
C
K
C
R
E
E
K
D
I
S
T
R
I
C
T
YL SS EAD
11/20/19
11/20/2019
JC
L
C
O
N
S
U
L
T
I
N
G
,
L
L
C
0073-A-001
0073-A-001
FR
E
D
E
R
I
C
K
C
O
U
N
T
Y
,
V
I
R
G
I
N
I
A
MI
D
D
L
E
T
O
W
N
D
A
T
A
C
E
N
T
E
R
BA
C
K
C
R
E
E
K
D
I
S
T
R
I
C
T
YL SS EAD
11/20/19
11/20/2019