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LEGEND MORRIS & RITCHIE ASSOCIATES, INC.604 SOUTH KING STREET, STE 200LEESBURG, VA 20175PHONE: (703) 994 - 4047MRAGTA.COMALLIED SELF STORAGESITE PLANPROPOSED SELF STORAGE BUILDINGBACK CREEK MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIARGINAEERIL TH OF
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N E N GCPROFE
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Lic. No. 32355O
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INVICINITY MAP
GENERAL NOTES
RESPONSIBLE LAND DISTURBER NORTHCOVER SHEETAPPROVED BY THE FREDERICK COUNTY ZONING ADMINISTRATOR
MORRIS & RITCHIE ASSOCIATES, INC.604 SOUTH KING STREET, STE 200LEESBURG, VA 20175PHONE: (703) 994 - 4047MRAGTA.COMALLIED SELF STORAGESITE PLANPROPOSED SELF STORAGE BUILDINGBACK CREEK MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIARGINAEERIL TH OF
MMON W E A
N E N GCPROFE
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Lic. No. 32355O
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INGENERAL
1. THE CONTRACTOR SHALL FURNISH ALL MATERIALS, LABOR AND EQUIPMENT AND PERFORM ALL WORK INCLUDING RESTORATION FOR THE COMPLETED INSTALLATION OF THE UTILITY SYSTEMS AND ALL
OTHER IMPROVEMENTS SHOWN OR IMPLIED AS NECESSARY FOR THE COMPLETED FACILITY READY FOR USE. UNLESS OTHERWISE NOTED, SPECIFICATIONS FOR ALL WORK TO BE IN ACCORDANCE WITH
APPLICABLE STANDARDS AND CONSTRUCTION SPECIFICATIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION, VIRGINIA DEPARTMENT OF HEALTH, THE CITY OF WINCHESTER, AND THE
CONTRACT DOCUMENTS.
2. THE ENGINEER HAS ATTEMPTED TO LOCATE EXISTING SUBSURFACE UTILITIES; HOWEVER, SUCH MAY EXIST THAT ARE NOT SHOWN. THE CONTRACTOR SHALL EXERCISE CARE IN THIS WORK SO AS TO
AVOID DAMAGE TO ANY UTILITIES. ANY DAMAGE SHALL BE THE CONTRACTOR'S RESPONSIBILITY. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES 72 HOURS PRIOR TO CONSTRUCTION. CALL
"MISS UTILITY" 1-800-257-7777.
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONSTRUCTION STAKEOUT. ALL DIMENSIONS, ELEVATIONS AND LOCATIONS SHALL BE VERIFIED IN THE FIELD BY EACH CONTRACTOR PRIOR TO
BEGINNING THE WORK. THE ENGINEER WILL APPROVE ALL CUT SHEETS.
4. ANY UNUSUAL SUBSURFACE CONDITIONS ENCOUNTERED DURING THE COURSE OF THE WORK SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER AND/OR THE OWNER.
5. CONTRACTOR TO OBTAIN, AT HIS EXPENSE, ALL PERMITS REQUIRED OF THIS WORK AND SHALL FAITHFULLY ADHERE TO THE PERMIT CONDITIONS IMPOSED.
6. ALL GRADING FOR IMPROVEMENTS TO BE CONFINED TO THE PROJECT AREA. ANY WORK PERFORMED OFFSITE IS THE CONTRACTOR'S RESPONSIBILITY.
7. CUTSHEETS SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO CONSTRUCTION. ALL CUTSHEETS SHOULD SHOW EXISTING GROUND ELEVATIONS AT CENTERLINE OF UTILITY,
STRUCTURE OR ROAD, AND OFFSET HUB ELEVATION.
8. ALL PERMITS RELATING TO WETLANDS AND/OR WATERS OF THE UNITED STATES (W.O.U.S.) REQUIRED BY STATE AND/OR FEDERAL LAW WILL BE OBTAINED PRIOR TO CONSTRUCTION.
9. ALL UTILITIES (EXCEPT EXISTING ELECTRICAL LINES) TO BE PLACED UNDERGROUND.
10. UTILITY POLE RELOCATION TO BE COORDINATED WITH ALLEGHENY POWER DURING CONSTRUCTION.
11. ALL MATERIALS USED FOR FILL SHALL BE FREE OF UNSUITABLE MATERIALS SUCH AS WOOD, ROOTS, ROCKS, OR BOULDERS OF UNACCEPTABLE SIXE, OR ANY OTHER NON-COMPACTING SOIL MATERIAL.
12. MORRIS & RITCHIE HAS NOT PERFORMED A WATER SYSTEM ANALYSIS FOR THIS SITE. A WATER SYSTEM ANALYSIS SHALL BE PERFORMED BY OTHERS AT THE TIME OF THE BOOSTER PUMP STATION
DESIGN TO ENSURE THAT ADEQUATE FIRE FLOW IS PROVIDED AT ALL ON SITE HYDRANTS AND THE ROUTINE AND PEAK FLOW DEMANDS AS LISTED ON SHEET 2 ARE MET.
13. EXISTING SANITARY SEWER, SANITARY SEWER LATERALS, WATERLINE AND STORM SEWER SHOWN ON THE PLANS TO BE REMOVED SHALL BE DONE SO IN ACCORDANCE WITH THE CITY OF
WINCHESTER WATER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION WITH THE CITY OF WINCHESTER WATER SITE INSPECTOR TO COORDINATE THE REMOVAL OF ALL EXISTING
UTILITIES.
14. NO DUMPSTERS OR OUTDOOR TRASH RECEPTACLES WILL BE PROPOSED ON THIS SITE.
FIRE MARSHAL GENERAL NOTES
1. AN INSPECTION BY THE FIRE MARSHALL'S OFFICE WILL DETERMINE WHERE CURBING MUST BE PAINTED YELLOW.
2. "NO PARKING - FIRE LANE" SIGNS WILL BE PLACED ON THE SITE BY THE FIRE MARSHALL'S DIRECTION.
3. THE CONTRACTOR MUST ALIGN THE FIRE HYDRANTS TO THE DIRECTION AS DETERMINED BY THE FIRE MARSHALL.
4. BURNING OF LAND CLEARING DEBRIS REQUIRES A PERMIT FROM THE FIRE MARSHALL. BURNING OF CONSTRUCTION DEBRIS IS PROHIBITED.
5. ACCESS FOR EMERGENCY VEHICLES MUST BE MAINTAINED AT ALL AT ALL TIMES DURING CONSTRUCTION. TEMPORARY STREET SIGNS MUST BE POSTED AS CONSTRUCTION BEGINS. CONTRACTOR
MUST ENSURE THAT PARKED VEHICLES DO NOT IMPEDE ACCESS TO FIRE HYDRANTS. FIRE HYDRANTS ARE NOT TO BE OBSTRUCTED AT ANY TIME.
6. IN LIEU OF A FIRE MARSHALL, A COUNTY BUILDING INSPECTOR WILL HANDLE ALL DUTIES.
7. FIRE WALLS WILL BE USED FOR FIRE PROTECTION AND THE BUILDINGS ARE NON-SPRINKLERED.
DEPARTMENT OF INSPECTION GENERAL NOTES
1. THE BUILDING(S) MUST COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE AND THE BOCA NATIONAL BUILDING CODE/2006. OTHER CODES THAT APPLY ARE CABO A117.1-92
ACCESSIBILITY AND USABLE BUILDING & FACILITIES.
2. THE REQUIREMENTS IN BOCA MANDATE EITHER A FIRE WALL (SECTION 707) OR A FIRE SUPPRESSION SYSTEM IF THE AREA EXCEEDS 12,000 SQ. FT.
3. ARCHITECTURAL PLANS, SUBMITTED FOR BUILDING PERMITS, MUST SHOW ALL INGRESS/EGRESS LOCATIONS TO THE EXTERIOR.
4. MAXIMUM SLOPE ACROSS HANDICAP PARKING STALLS SHALL NOT EXCEED 2%.
ZONING GENERAL NOTES
1. EXTERIOR LIGHTING WILL BE PROVIDED ON ARCHITECTURAL PLANS.
2. ALL LIGHTS WILL BE SHIELDED OR DIRECTED TO PREVENT GLARE ON NEIGHBORING PROPERTIES AND RIGHT OF WAYS.
3. THIS PROJECT WILL NO DISTURB ANY ENVIRONMENTAL FEATURES AS DEFINED BY THE FREDERICK COUNTY ZONING ORDINANCE.
4. THE OWNER WILL BE RESPONSIBLE FOR OBTAINING OR GRANTING EASEMENTS SHOWN ON THIS PLAN.
5. EASEMENTS WILL BE RECORDED AND COPIES SENT TO THE PARTIES INVOLVED.
6. ALL UTILITIES THAT WILL SERVICE THIS SITE MUST BE PLACED UNDERGROUND.
WINCHESTER WATER & SEWER - CONSTRUCTION NOTES
1.THE AUTHORITY'S WATER AND SEWER STANDARDS AND SPECIFICATIONS ARE AVAILABLE AT WWW.WINCHESTERVA.GOV.
2.THE CONTRACTOR SHALL ADHERE TO THE CITY OF WINCHESTER STANDARDS AND SPECIFICATIONS IN EFFECT AT THE TIME OF CONSTRUCTION.
3.THE CONTRACTOR SHALL COORDINATE WITH AND ARRANGE FOR INSPECTION BY THE CITY OF WINCHESTER.
4.THE CONTRACTOR SHALL CONNECT A NEW SEWER LINE TO AN EXISTING MANHOLE BY CORE DRILLING THE MANHOLE.
5.A NEW WATER (OR FORCED SEWER) MAIN SHALL BE CONNECTED TO AN EXISTING MAIN BY A WET TAP.
THE CITY OF WINCHESTER SHALL FURNISH ALL NEEDED MATERIALS AND MAKE THE TAP.
AN APPLICATION FOR WET TAP SHALL BE SUBMITTED AND THE INITIAL FEE PAID BEFORE THE TAP IS MADE.
6.EXACT LOCATIONS OF WATER AND SEWER SERVICES ON NEW LINES ARE TO BE COORDINATED WITH THE CITY OF WINCHESTER'S INSPECTOR.
7.THE CITY OF WINCHESTER'S MAINTENANCE DIVISION SHALL FURNISH AND INSTALL ALL WATER METERS THROUGH 2 INCH IN SIZE.
IT IS THE CONTRACTOR'S RESPONSIBILITY TO HAVE THE METER BOX ASSEMBLY INSTALLED CORRECTLY.
BEFORE A PERMANENT METER IS INSTALLED:
A. THE METER BOX, WITH ITS FRAME AND COVER, MUST BE PROPERLY ALIGNED WITH THE COPPERSETTER.
B. THE FRAME AND COVER SHALL BE SET TO FINAL GRADE.
C. THE DISTANCE BETWEEN THE TOP OF THE COVER AND THE COPPERSETTER SHALL BE BETWEEN 18 AND 21 INCHES.
D. ALL COMPONENTS OFF THE METER BOX ASSEMBLY SHALL BE IN PROPER WORKING ORDER.
8.FOR SERVICES THAT CONNECT TO EXISTING LINES:
A. WINCHESTER WATER AND SEWER SHALL FURNISH AND INSTALL:
1. ALL 5
8"X3
4", 3
4", 1", 1 1
2" AND 2" WATER SERVICES
2. ALL SEWER SERVICES.
B. THE OWNER/DEVELOPER SHALL:
1. COORDINATE (OR HAVE THE CONTRACTOR COORDINATE) THE LOCATION OF THE SERVICE LATERAL WITH THE CITY OF WINCHESTER'S ENGINEERING ASSISTANT.
2. SUBMIT AN APPLICATION FOR SERVICE AND PAY THE REQUIRED FEES.
9.ALL WATER SERVICE LINES MUST HAVE BACKFLOW PREVENTION ASSEMBLY (DOUBLE CHECK VALVE OR RPZ, AS REQUIRED). THE ASSEMBLY MUST MEET ASSE STANDARD NUMBER 1015 OR 1013.
10.ALL FIRE LINES MUST HAVE A BACKFLOW PREVENTION ASSEMBLY (DETECTOR DOUBLE CHECK VALVE OR RPZ, AS REQUIRED). THE ASSEMBLY SHALL MEET ASSE STANDARD NUMBER 1048 OR 1047.
ANY EXTERIOR, PRIVATELY OWNED FIRE LINE SHALL ALSO HAVE A FIRE SERVICE METER. THE ASSEMBLY SHALL BE INSTALLED IMMEDIATELY BEFORE THE BACKFLOW PREVENTION UNITY. RADIO
READ REMOTES ARE REQUIRED.
11.THE CITY OF WINCHESTER SHALL REVIEW THE MECHANICAL PLAN(S) FOR DESIGN AND MATERIAL APPROVAL OF A BUILDING'S:
A. DOMESTIC WATER METER AND ITS BACKFLOW PREVENTION DEVICE, AND/OR ITS
B. FIRE SERVICE LINE'S BACKFLOW PREVENTION DEVICE.
12.DEQ MUST ALSO APPROVE SEWER PUMP STATIONS. WINCHESTER WATER & SEWER REQUIRES A COPY OF DEQ'S CERTIFICATE TO OPERATE AND A COPY OF THE STATION'S DEQ APPROVAL O&M
MANUAL. THESE DOCUMENTS MUST BE RECEIVED BEFORE SUBSTANTIAL COMPLETION IS ISSUED AND WATER METERS RELEASED.
ROCK EXCAVATION:
1.ROCK SHALL BE EXCAVATED, WITHIN THE BOUNDARY LINES AND GRADES SHOWN ON THE PLANS.
2.THE TERM "ROCK" AS USED HEREIN SHALL INCLUDE ALL MATERIAL REQUIRING BLASTING, BARRING, OR WEDGING FOR IT'S REMOVAL
FROM ITS ORIGINAL BED.
3.FOR EXCAVATIONS IN WHICH PIPE WILL BE LAID, THE ROCK SHALL BE EXCAVATED TO A DEPTH OF 12 INCHES BELOW THE LOWER OUTSIDE
SURFACE OF THE PIPE BARREL OR BELL AND FILLED IN TO THE PROPER GRADE WITH SELECTED FILL MATERIAL PROPERLY GRADED AND
COMPACTED TO PROVIDE UNIFORM SUPPORT FOR THE BARREL OF THE PIPE. THE FURNISHING, PLACING, COMPACTING, AND SHAPING OF
THE SELECTED FILL MATERIAL SHALL BE INCLUDED AS PART OF THE ROCK EXCAVATION AND NO EXTRA PAYMENT WILL BE MADE
THEREFOR. VERTICAL LIMITS FOR ROCK EXCAVATION SHALL BE AS SPECIFIED HEREINBEFORE.
4.FOR STRUCTURES, THE ROCK SHALL BE EXCAVATED ONLY TO THE BOTTOM OF THE STRUCTURE.
5.FOR PRECAST STRUCTURES, A MINIMUM OF 12" BEDDING IS REQUIRED.
6.WHERE APPLICABLE, OTHER REQUIREMENTS OF SECTION 8 OF THE CONSTRUCTION STANDARDS AND SPECIFICATIONS OF FREDERICK
COUNTY, "EARTH TRENCH EXCAVATION," SHALL BE FOLLOWED.
7.THESE NOTES SHALL BE SUPERSEDED BY SPECIFICATION SECTION 02300-EARTH MOVING
BLASTING:
1.BLASTING SHALL BE PERFORMED BY QUALIFIED PERSONNEL HOLDING THE REQUIRED LICENSE ISSUED BY THE COMMONWEALTH OF
VIRGINIA FIRE MARSHALLS OFFICE.
2.A PRE-BLAST SURVEY SHALL BE MADE AVAILABLE TO ALL PROPERTY OWNERS WHOSE STRUCTURES ARE WITHIN THREE-HUNDRED (300)
FEET OF THE BLAST ZONE. NOTIFICATION OF THE PROPERTY OWNERS IS THE RESPONSIBILITY OF THE DEVELOPER. A MINIMUM OF 48-HOUR
NOTICE SHALL BE GIVEN.
3.THE TOWN PLANNING OFFICE SHALL BE NOTIFIED 48 HOURS PRIOR TO COMMENCEMENT OF BLASTING.
4.BLASTING SHALL BE PERFORMED AS DIRECTED OF APPROVED AS TO NUMBER, LENGTH, PLACEMENT, AND DIRECTION AND LOADING OF
HOLES. THE CHARGES USED SHALL NOT MAKE THE EXCAVATION UNDULY LARGE OR IRREGULAR, NOR INURE MASONRY OR EXISTING
STRUCTURES AT THE SITE OR IN THE VICINITY THEREOF. EACH BLAST SHALL BE COVERED WITH HEAVY TIMER OR STEEL MATS. EQUIPMENT
USED FOR DRILLING OR HOLES SHALL HAVE A POSITIVE MEANS OF DUST CONTROL, SUBJECT TO THE ENGINEER'S APPROVAL.
5.WHENEVER THE ENGINEER DETERMINES THE FURTHER BLASTING MAY INJURE OR DAMAGE ADJACENT ROCK, MASONRY, OR OTHER
STRUCTURES, BLASTING SHALL BE DISCONTINUED. IN SUCH CASE, THE REMAINING ROCK SHALL BE EXCAVATED BY BORING, WEDGING, OR
OTHER APPROVED METHOD.
6.BLASTING SHALL NOT BE PERMITTED WITHIN 25 FEET OF COMPLETE PIPES OR STRUCTURES. WHERE SEWERS, GAS, WATER, STEAM, OR
OTHER UTILITY DUCTS OR LINES, BASIN CONNECTIONS, OR OTHER STRUCTURES HAVE BEEN EXPOSED DURING EXCAVATION, SUCH
STRUCTURE SHALL BE ADEQUATELY PROTECTED FROM DAMAGE BEFORE PROCEEDING WITH THE BLASTING. ANY STRUCTURE, PIPELINE,
OR CONDUIT DAMAGED BY BLASTING SHALL BE PROMPTLY REPAIRED AT NO COST TO THE TOWN. ADDITIONAL BUFFER DISTANCE MAY BE
REQUIRED FOR BLASTING DUE TO SITE CONDITIONS AND TYPE OF PIPE IN GROUND. INSPECTION BY THE PUBLIC WORKS DIRECTOR IS
REQUIRED TO DETERMINE BLASTING SETBACKS. FORTY-EIGHT (48) HOURS NOTICE IS REQUIRED FOR THE INSPECTION.
7.BLASTING SHALL NOT BE CARRIED ON WITHIN 300 FEET OF ANY RADIO TRANSMITTER OR RADIO FREQUENCY EMISSION EQUIPMENT SUCH
AS HIGH-FREQUENCY WELDERS. BLASTING CAPS SHALL BE KEPT IN TIGHTLY CLOSED, ALL METAL CANS WHEN IN THE VICINITY OF SUCH
EQUIPMENT.
8.EXPLOSIVES
A.A SUFFICIENT QUANTITY OF EXPLOSIVES SHALL BE KEPT ON THE SITE TO AVOID DELAY TO THE WORK, BUT AT NO TIME SHALL THERE
BE A QUANTITY IN EXCESS OF THAT WHICH WILL BE REQUIRED FOR USE WITHIN THE FOLLOWING 12 HOURS. SUCH EXPLOSIVES
SHALL BE STORED, HANDLED, AND USED IN CONFORMITY WITH ALL STATE AND LOCAL LAWS, ORDINANCES, AND REGULATIONS
GOVERNING THE STORAGE AND USE OF EXPLOSIVES. THE CONTRACTOR SHALL TAKE OUT PERMITS AND EXECUTE A BOND
THEREFOR, AS REQUIRED BY THE ORDINANCES OF THE JURISDICTION IN WHICH THE WORK IS BEING DONE, RELATING TO PERMITS
AND BONDS FOR BLASTING.
B.THE MAGAZINE KEEPER SHALL KEEP AN ACCURATE DAILY RECORD AND ACCOUNT FOR EACH PIECE OF EXPLOSIVE, DETONATOR, AND
EQUIPMENT FROM THE TIME OF DELIVERY AT THE MAGAZINE UNTIL USED OR REMOVED FROM THE SITE. IN THE EVENT OF LOSS OF
MISPLACEMENT OF BLASTING MATERIALS, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER AND LOCAL AUTHORITIES
HAVING JURISDICTION IN SUCH MATTERS.
SINKHOLES AND KARST FEATURES:
1. ALL SINKHOLES OR OTHER KARST FEATURES IDENTIFIED PRIOR TO CONSTRUCTION SHALL BE EITHER MITIGATED OR SEPARATED FROM
CONSTRUCTION IN ACCORDANCE WITH FREDERICK COUNTY ZONING ORDINANCE.
2. SINKHOLES OR KARST FEATURES IDENTIFIED DURING CONSTRUCTION SHALL BE MITIGATED AS DESCRIBED IN THE VIRGINIA DEPARTMENT
OF TRANSPORTATION'S LOCATION AND DESIGN DIVISION INSTRUCTIONAL AND INFORMATIONAL MEMORANDUM 228 (IIM-LD-228), OR OTHER
APPLICABLE STANDARD AS RECOMMENDED BY A PG OR PE AND APPROVED BY THE TOWN'S ENGINEER AND THE TOWN'S ZONING
ADMINISTRATOR.
3. STORMWATER DISCHARGE INTO A KARST FEATURE SHALL NOT BE INCREASED OVER ITS PREDEVELOPMENT RATE.
4. STORMWATER RUNOFF FROM PAVED AREAS OR STRUCTURES SHALL NOT DIRECTLY ENTER A MITIGATED SINKHOLE OR OTHER KARST
FEATURES. STORMWATER FACILITIES SHALL BE DESIGNED TO ROUTE RUNOFF THROUGH APPROVED VEGETATIVE FILTERS OR OTHER
FILTRATION MEASURES BEFORE IT ENTERS A MITIGATED SINKHOLE OR OTHER KARST FEATURES.
5. AFTER NECESSARY TESTING TO DETERMINE IF SINKHOLES ARE PRESENT ON THE LOCATION OF A PROPOSED STORMWATER BASIN,
STORMWATER BASINS IN KARST AREAS SHALL BE LINED WITH EITHER IMPERMEABLE SOIL OR A SYNTHETIC MEMBRANE TO PREVENT
SUDDEN LOSS OF THE CONTENTS OF THE BASIN INTO THE GROUNDWATER DUE TO INDUCED COLLAPSE. WHERE NATIVE MATERIALS ARE
DEEMED ADEQUATE FOR THE PURPOSE, THE GEOTECHNICAL ENGINEER SHALL VERIFY CONDITIONS, ESTABLISH THE REQUIRED
PARAMETERS, AND MONITOR PLACEMENT.
6. CONSTRUCTION PLANS SHALL CONTAIN A NARRATIVE DESCRIBING STORMWATER DRAINAGE DESIGN, RETENTION, EROSION CONTROL, AND
WHERE APPROPRIATE, STORMWATER QUALITY MITIGATION MEASURES, AS THESE PROVISIONS RELATE TO KARST FEATURES.
7. UNDERGROUND UTILITIES LOCATED WITHIN 100 FEET OF SINKHOLES AND KARST FEATURES SHALL BE LAID OUT SO THAT THEY' DO NOT
INTERSECT THOSE FEATURES. ALONG ALL SUCH UNDERGROUND UTILITIES, A DIKE OF CLAY OR OTHER SUITABLE MATERIAL SHALL BE
CONSTRUCTED ACROSS THE TRENCH OF THE TRANSMISSION LINES AND PIPELINES AT INTERVALS OF 20 FEET OR LESS, OR AS DIRECTED
BY A PE OR PO.
8. FOR ANY TESTS REQUIRING BOREHOLES, SUCH AS AIR TRACK DRILLING, THE BOREHOLES MUST BE GROUTED UPON COMPLETION.
GROUTING SHOULD BE DONE WITH A MIXTURE OF 50% BENTONITE AND 50% PORTLAND CEMENT.
9. IF AIR TRACK DRILLING IS USED TO DETERMINE THE DEPTH OF OVERBURDEN AND CONTINUITY OF BEDROCK, THEN THESE OPERATIONS
MUST BE MONITORED FULL TIME BY A GEOTECHNICAL ENGINEER TO CONFIRM THE FINDINGS OF THE DRILLER.
10. STORAGE TANKS SHALL HAVE IMPERVIOUS SECONDARY CONTAINMENT. UNDERGROUND FUEL STORAGE TANKS SHALL HAVE INTERSTITIAL
MONITORING OF TANKS AND PIPING SYSTEMS.
11. WHERE APPLICABLE, THE FOLLOWING CONSUMER DISCLOSURE STATEMENT THAT PROVIDES INFORMATION ON WHAT REVIEW OCCURRED
AND WHAT WAS DISCOVERED SHALL BE INCLUDED IN THE DEED OF DEDICATION AND RECORD PLAT:
THIS PROPERTY IS LOCATED IN AN AREA IDENTIFIED AS HAVING KARST FEATURES. KARST FEATURES ARE CREATED BY
GROUNDWATER DISSOLVING SEDIMENTARY ROCK SUCH AS LIMESTONE. FEATURES INCLUDE SINKHOLES, FISSURES ENLARGED BY
DISSOLUTION, AND CAVES. GEOLOGIC TESTS WERE CONDUCTED AND ONE OR MORE OF THESE FEATURES WERE IDENTIFIED ON
THIS PROPERTY. KARST FEATURES ARE UNSTABLE AND COLLAPSE MAY OCCUR. MEASURES HAVE BEEN TAKEN TO ENSURE
STRUCTURAL STABILITY IN THIS AREA; HOWEVER, KARST AREAS ARE DYNAMIC AND GEOLOGIC CHANGES MAY CAUSE FUTURE
STRUCTURAL INSTABILITY. FERTILIZERS, HERBICIDES, AND PESTICIDES SHOULD NOT BE APPLIED WITHIN 100 FEET OF ANY KARST
FEATURE, WHETHER IT HAS BEEN MITIGATED OR NOT.
12. MEASURES TO PERMANENTLY PROTECT KARST FEATURES THAT HAVE NOT BEEN MITIGATED SHALL BE IDENTIFIED ON THE SITE PLAN.
THESE MEASURES MAY INCLUDE FENCING AND/OR SIGNAGE.
13. A GEOTECHNICAL REPORT PREPARED BY GEO-TECHNOLOGY ASSOCIATES, INC. DATED OCTOBER 2009 IS AVAILABLE FOR REVIEW IN THE
SPECIFICATIONS. THIS REPORT IS PROVIDED FOR INFORMATION ONLY AND IS NOT INTENDED TO IDENTIFY ALL SUBSURFACE CONDITIONS
HANDICAPPED PARKING NOTE:
FIRE MARSHAL'S NOTE:
UTILITY CONTACTS:SITE NOTESVIRGINIA DEPARTMENT OF TRANSPORTATION
V1. 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, AND THE VIRGINIA
DEPARTMENT OF ENVIRONMENTAL QUALITY. IN CASE OF A DISCREPANCY OR CONFLICT BETWEEN THE STANDARDS OR SPECIFICATIONS AND REGULATIONS, THE MOST STRINGENT SHALL GOVERN.
V2. ALL CONSTRUCTION SHALL COMPLY WITH THE LATEST U.S. DEPARTMENT OF LABOR, OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA), AND VIRGINIA OCCUPATIONAL SAFETY &
HEALTH (VOSH) RULES AND REGULATIONS.
V3. WHEN WORKING WITHIN VDOT RIGHT-OF-WAY, ALL TRAFFIC CONTROL, WHETHER PERMANENT OR TEMPORARY, SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF VDOT'S WORK AREA
PROTECTION MANUAL. FURTHERMORE, ALL TRAFFIC CONTROL FLAGGERS MUST BE CERTIFIED IN ACCORDANCE WITH SECTION 104.04(C) OF THE VDOT ROAD AND BRIDGE SPECIFICATIONS.
V4. THE DEVELOPER SHALL BE RESPONSIBLE FOR RELOCATING, AT HIS EXPENSE, ANY AND ALL UTILITIES, INCLUDING TRAFFIC SIGNAL POLES, JUNCTION BOXES, CONTROLLERS, ETC., OWNED BY VDOT
OR PRIVATE / PUBLIC UTILITY COMPANIES. IT IS THE SOLE RESPONSIBILITY OF THE DEVELOPER TO LOCATE AND IDENTIFY UTILITY FACILITIES OR ITEMS THAT MAY BE IN CONFLICT WITH THE
PROPOSED CONSTRUCTION ACTIVITY. VDOT APPROVAL OF THESE PLANS DOES NOT INDEMNIFY THE DEVELOPER FROM THIS RESPONSIBILITY.
V5. DESIGN FEATURES RELATING TO FIELD CONSTRUCTION, REGULATIONS, AND CONTROL OR SAFETY OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY VDOT. ANY ADDITIONAL
EXPENSE INCURRED AS A RESULT OF ANY FIELD REVISION SHALL BE THE RESPONSIBILITY OF THE DEVELOPER.
V6. PRIOR TO INITIATION OF WORK, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ACQUIRING ALL NECESSARY VDOT LAND USE PERMITS FOR ANY WORK WITHIN VDOT RIGHT-OF-WAY.
V7. IF REQUIRED BY THE LOCAL VDOT RESIDENCY OFFICE, A PRE-CONSTRUCTION CONFERENCE SHALL BE ARRANGED AND HELD BY THE ENGINEER AND/OR DEVELOPER WITH THE ATTENDANCE OF
THE CONTRACTOR, VARIOUS COUNTY AGENCIES, UTILITY COMPANIES AND VDOT PRIOR TO INITIATION OF WORK.
V8. THE CONTRACTOR SHALL NOTIFY THE LOCAL VDOT RESIDENCY OFFICE WHEN WORK IS TO BEGIN OR CEASE FOR ANY UNDETERMINED LENGTH OF TIME. VDOT REQUIRES AND SHALL RECEIVE 48
HOURS ADVANCE NOTICE PRIOR TO ANY REQUIRED OR REQUESTED INSPECTION.
V9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ADEQUATE ACCESS TO THE PROJECT FROM THE ADJACENT PUBLIC ROADWAY VIA A CONSTRUCTION ENTRANCE THAT IS
CONSTRUCTED AND MAINTAINED IN ACCORDANCE WITH SECTION 3.02 OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. FURTHERMORE, ACCESS TO OTHER PROPERTIES AFFECTED
BY THIS PROJECT SHALL BE MAINTAINED THROUGH CONSTRUCTION. THE DEVELOPER SHALL HAVE, WITHIN THE LIMITS OF THE PROJECT, AN EMPLOYEE CERTIFIED BY THE VIRGINIA DEPARTMENT
OF CONSERVATION AND RECREATION (VDCR) IN EROSION AND SEDIMENT CONTROL WHO SHALL INSPECT EROSION AND SILTATION CONTROL DEVICES AND MEASURES ON A CONTINUOUS BASIS
FOR PROPER INSTALLATION AND OPERATION. DEFICIENCIES SHALL BE PROMPTLY RECTIFIED.
V10. CONTRACTOR SHALL ENSURE ADEQUATE DRAINAGE IS ACHIEVED AND MAINTAINED ON THE SITE DURING AND AT THE END OF CONSTRUCTION.
V11. ALL WATER AND SEWER LINES WITHIN EXISTING OR PROPOSED VDOT RIGHT-OF-WAY SHALL HAVE A MINIMUM THIRTY-SIX (36) INCHES COVER AND WHEN POSSIBLE SHALL BE INSTALLED UNDER
ROADWAY DRAINAGE FACILITIES AT CONFLICT POINTS.
V12. ANY UNUSUAL SUBSURFACE CONDITIONS (E.G., UNSUITABLE SOILS, SPRINGS, SINKHOLES, VOIDS, CAVES, ETC.) ENCOUNTERED DURING THE COURSE OF CONSTRUCTION SHALL BE IMMEDIATELY
BROUGHT TO THE ATTENTION OF THE ENGINEER AND VDOT. WORK SHALL CEASE IN THAT VICINITY UNTIL AN ADEQUATE DESIGN CAN BE DETERMINED BY THE ENGINEER AND APPROVED BY VDOT.
V13. ALL FILL AREAS, BORROW MATERIAL AND UNDERCUT AREAS SHALL BE INSPECTED AND APPROVED BY A VDOT REPRESENTATIVE PRIOR TO PLACEMENT AND FILL. WHERE CBR TESTING IS REQUIRED,
A VDOT REPRESENTATIVE SHALL BE PRESENT TO INSURE THE SAMPLE OBTAINED IS REPRESENTATIVE OF THE LOCATION. WHEN SOIL SAMPLES ARE SUBMITTED TO PRIVATE LABORATORIES FOR
TESTING, THE SAMPLES SHALL BE CLEARLY IDENTIFIED AND LABELED AS BELONGING TO A PROJECT TO BE ACCEPTED BY VDOT AND THAT TESTING SHALL BE PERFORMED IN ACCORDANCE WITH ALL
APPLICABLE VDOT STANDARDS AND PROCEDURES.
V14. ALL ROADWAY FILL, BASE, SUBGRADE MATERIAL, AND BACKFILL IN UTILITY/STORM SEWER TRENCHES SHALL BE COMPACTED IN SIX (6) INCH LIFTS TO 95% OF THEORETICAL MAXIMUM DENSITY AS
DETERMINED BY AASHTO T-99 METHOD A, WITHIN PLUS OR MINUS 2% OF OPTIMUM MOISTURE FOR THE FULL WIDTH OF ANY DEDICATED STREET RIGHT-OF-WAY. AT THE DIRECTION OF VDOT, DENSITY
TESTS SHALL BE PERFORMED BY A QUALIFIED INDEPENDENT AGENCY IN ACCORDANCE WITH VDOT ROAD AND BRIDGE SPECIFICATIONS. CERTIFIED COPIES OF TEST REPORTS SHALL BE SUBMITTED
TO VDOT DAILY, UNLESS SPECIFIED OTHERWISE.
V15. VDOT STANDARD CD AND UD UNDERDRAINS SHALL BE INSTALLED WHERE INDICATED ON THESE PLANS AND/OR AS SPECIFIED BY VDOT.
V16. A POST INSTALLATION VISUAL/VIDEO CAMERA INSPECTION SHALL BE CONDUCTED BY THE CONTRACTOR ON ALL PIPES IDENTIFIED ON THE PLANS AS STORM SEWER PIPE AND A SELECT NUMBER OF
PIPE CULVERTS. FOR PIPE CULVERTS, A MINIMUM OF ONE PIPE INSTALLATION FOR EACH SIZE OF MATERIAL TYPE WILL BE INSPECTED OR TEN PERCENT OF THE TOTAL AMOUNT FOR EACH SIZE AND
MATERIAL TYPE SUMMARIZED. ALL PIPE INSTALLATIONS ONT EH PLANS NOT IDENTIFIED AS STORM SEWER PIPE SHALL BE CONSIDERED AS CULVERT PIPE FOR INSPECTION PURPOSES. ADDITIONAL
TESTING MAY BE REQUIRED AS DIRECTED BY THE AREA LAND USE ENGINEER OR THEIR REPRESENTATIVE.
V17.THE INSTALLATION OF ANY ENTRANCES AND MAILBOXES WITHIN ANY DEDICATED STREET RIGHT-OF-WAY SHALL MEET VDOT MINIMUM DESIGN STANDARDS AND IS THE RESPONSIBILITY OF THE
DEVELOPER.
V18. PRIOR TO VDOT ACCEPTANCE OF ANY STREETS, ALL REQUIRED STREET SIGNAGE AND/OR PAVEMENT MARKINGS SHALL BE INSTALLED BY THE DEVELOPER OR, AT VDOT'S DISCRETION, BY VDOT ON
AN ACCOUNT RECEIVABLE BASIS FOLLOWING THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES.
V19. THE DEVELOPER SHALL PROVIDE THE VDOT RESIDENCY OFFICE WITH A LIST OF ALL MATERIAL SOURCES PRIOR TO THE START OF CONSTRUCTION. COPIES OF ALL INVOICES FOR MATERIALS
UTILIZED WITHIN ANY DEDICATED STREET RIGHT-OF-WAY MUST BE PROVIDED TO THE LOCAL VDOT RESIDENCY OFFICE PRIOR TO ACCEPTANCE OF THE WORK. UNIT AND TOTAL PRICES MAY BE
OBSCURED.
V20. AGGREGATE BASE AND SUBBASE MATERIALS SHALL BE PLACED ON SUBGRADE BY MEANS OF A MECHANICAL SPREADER. DENSITY WILL BE DETERMINED USING THE DENSITY CONTROL STRIP IN
ACCORDANCE WITH SECTION 304 OF THE VDOT ROAD AND BRIDGE SPECIFICATIONS AND VTM-10. A CERTIFIED COMPACTION TECHNICIAN SHALL PERFORM THESE TESTS. CERTIFIED COPIES OF TEST
REPORTS SHALL BE SUBMITTED TO VDOT DAILY, UNLESS SPECIFIED OTHERWISE. IN ADDITION TO CHECKING STONE DEPTHS, A VDOT REPRESENTATIVE SHALL BE NOTIFIED AND GIVEN THE
OPPORTUNITY TO BE PRESENT DURING THE CONSTRUCTION AND TESTING OF THE DENSITY CONTROL STRIP.
V21. ASPHALT CONCRETE PAVEMENTS SHALL BE PLACED IN ACCORDANCE WITH SECTION 315 OF THE VDOT ROAD AND BRIDGE SPECIFICATIONS. DENSITY SHALL BE DETERMINED USING THE DENSITY
CONTROL STRIP AS SPECIFIED IN SECTION 315 AND VTM-76. A CERTIFIED COMPACTION TECHNICIAN SHALL PERFORM THESE TESTS. CERTIFIED COPIES OF TEST REPORTS SHALL BE SUBMITTED TO
VDOT DAILY, UNLESS SPECIFIED OTHERWISE. A VDOT REPRESENTATIVE SHALL BE NOTIFIED AND GIVEN THE OPPORTUNITY TO BE PRESENT DURING THE CONSTRUCTION AND TESTING OF THE
CONTROL STRIP.
V22. IN ACCORDANCE WITH SECTION 302.03, THE FOUNDATIONS FOR PIPE CULVERTS THIRTY-SIX (36) INCHES AND LARGER SHALL BE EXPLORED BELOW THE BOTTOM OF THE EXCAVATION TO DETERMINE
THE TYPE AND CONDITION OF THE FOUNDATION. THE CONTRACTOR SHALL REPORT FINDINGS OF FOUNDATION EXPLORATION TO THE ENGINEER AND VDOT FOR APPROVAL PRIOR TO PLACING PIPE.
FOUNDATION DESIGNS SHALL COMPLY WITH VDOT ROAD AND BRIDGE STANDARD PB-1. WHERE SOFT, YIELDING, OR OTHERWISE UNSUITABLE FOUNDATION IS ENCOUNTERED, THE FOUNDATION
DESIGN AND/OR NEED FOR FOUNDATION STABILIZATION SHALL BE DETERMINED BY THE ENGINEER AND APPROVED BY VDOT.
V23. VDOT STANDARD GUARDRAIL SHALL BE INSTALLED WHERE WARRANTED AND/OR AS PROPOSED ON THESE PLANS IN ACCORDANCE WITH VDOT'S INSTALLATION CRITERIA. FINAL APPROVAL OF THE
GUARDRAIL LAYOUT TO BE GIVEN BY VDOT AFTER GRADING IS MOSTLY COMPLETE.
V24. APPROVAL OF THESE PLANS SHALL EXPIRE THREE (5) YEARS FROM THE DATE OF THE APPROVAL LETTER.
V25. VDOT STANDARD CG-12 CURB RAMPS SHALL BE INSTALLED WHERE INDICATED ON THESE PLANS AND/OR AS SPECIFIED BY VDOT.
V26. THE FOUNDATIONS FOR ALL BOX CULVERTS SHALL BE INVESTIGATED BY MEANS OF EXPLORATORY BORINGS ADVANCED BELOW PROPOSED FOUNDATION ELEVATION TO DETERMINE THE TYPE AND
CONDITION OF THE FOUNDATION. THE CONTRACTOR SHALL SUBMIT COPIES OF BOREHOLE LOGS AND REPORT FINDINGS OF FOUNDATION EXPLORATION TO THE ENGINEER AND VDOT FOR APPROVAL
PRIOR TO CONSTRUCTION BOX. FOUNDATION DESIGNS SHALL COMPLY WITH VDOT ROAD AND BRIDGE STANDARD PB-1. CONTRARY TO THE STANDARD, WHERE ROCK IS ENCOUNTERED AND CAST
IN-PLACE BOX IS PROPOSED, THE THICKNESS OF BEDDING SHALL BE SIX (6) INCHES. WHERE SOFT, YIELDING, OR OTHERWISE UNSUITABLE FOUNDATION IS ENCOUNTERED, THE FOUNDATION DESIGN
AND/OR NEED FOR FOUNDATION STABILIZATION SHALL BE DETERMINED BY THE ENGINEER AND APPROVED BY VDOT.
TEST PIT NOTE:
MORRIS & RITCHIE ASSOCIATES, INC.604 SOUTH KING STREET, STE 200LEESBURG, VA 20175PHONE: (703) 994 - 4047MRAGTA.COMALLIED SELF STORAGESITE PLANPROPOSED SELF STORAGE BUILDINGBACK CREEK MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIARGINAEERIL TH OF
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INST#080000626
WWWWWWWW SANSANSANSANSANSANSANSANSANSANCURVE TABLE
CURVE #LENGTH RADIUS DELTA CHORD BEARING CHORD LENGTH
MORRIS & RITCHIE ASSOCIATES, INC.604 SOUTH KING STREET, STE 200LEESBURG, VA 20175PHONE: (703) 994 - 4047MRAGTA.COMALLIED SELF STORAGESITE PLANPROPOSED SELF STORAGE BUILDINGBACK CREEK MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIARGINAEERIL TH OF
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MORRIS & RITCHIE ASSOCIATES, INC.604 SOUTH KING STREET, STE 200LEESBURG, VA 20175PHONE: (703) 994 - 4047MRAGTA.COMALLIED SELF STORAGESITE PLANPROPOSED SELF STORAGE BUILDINGBACK CREEK MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIARGINAEERIL TH OF
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INST#080000626WWWWWWWWWWWWWWWWWWWSANSANSANSANSANSANSAN NORTH
MORRIS & RITCHIE ASSOCIATES, INC.604 SOUTH KING STREET, STE 200LEESBURG, VA 20175PHONE: (703) 994 - 4047MRAGTA.COMALLIED SELF STORAGESITE PLANPROPOSED SELF STORAGE BUILDINGBACK CREEK MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIARGINAEERIL TH OF
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30 MPH DESIGN SPEED
INST#080000626WWWWWWWWWWWWWWWWWWWSANSANSANSANSANSANSAN NORTH
MORRIS & RITCHIE ASSOCIATES, INC.604 SOUTH KING STREET, STE 200LEESBURG, VA 20175PHONE: (703) 994 - 4047MRAGTA.COMALLIED SELF STORAGESITE PLANPROPOSED SELF STORAGE BUILDINGBACK CREEK MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIARGINAEERIL TH OF
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ZONED: M1
USE: WAREHOUSE/OFFICE
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MORRIS & RITCHIE ASSOCIATES, INC.604 SOUTH KING STREET, STE 200LEESBURG, VA 20175PHONE: (703) 994 - 4047MRAGTA.COMALLIED SELF STORAGESITE PLANPROPOSED SELF STORAGE BUILDINGBACK CREEK MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIARGINAEERIL TH OF
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INGRADING & UTILITY PLANSDSDSDSDSDPARCEL 63 A 61
ZONED: M1
USE: WAREHOUSE/OFFICE
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LOCAL ROAD
30 MPH DESIGN SPEED
INST#080000626WWWWWWWWWWWWWWWWWWWSANSANSANSANSANSANSAN NORTHXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXPR. PRIVATE STREETLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
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SD21 - EX41 PROFILE
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1615 181714
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MORRIS & RITCHIE ASSOCIATES, INC.604 SOUTH KING STREET, STE 200LEESBURG, VA 20175PHONE: (703) 994 - 4047MRAGTA.COMALLIED SELF STORAGESITE PLANPROPOSED SELF STORAGE BUILDINGBACK CREEK MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIARGINAEERIL TH OF
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INSTORM PROFILES
SD4 - SD8 PROFILE
76 84
SD5 - SD4 PROFILE
4 5
SD2 - SD3 PROFILE
32
MORRIS & RITCHIE ASSOCIATES, INC.604 SOUTH KING STREET, STE 200LEESBURG, VA 20175PHONE: (703) 994 - 4047MRAGTA.COMALLIED SELF STORAGESITE PLANPROPOSED SELF STORAGE BUILDINGBACK CREEK MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIARGINAEERIL TH OF
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SAN MH 1 - EX 1 PROFILE
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SANITARY SEWER PROFILE
B
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WATERLINE B PROFILE WATERLINE C PROFILE WATERLINE D PROFILEWATERLINE A PROFILE MORRIS & RITCHIE ASSOCIATES, INC.604 SOUTH KING STREET, STE 200LEESBURG, VA 20175PHONE: (703) 994 - 4047MRAGTA.COMALLIED SELF STORAGESITE PLANPROPOSED SELF STORAGE BUILDINGBACK CREEK MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIARGINAEERIL TH OF
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INWATER AND SEWER PROFILES
MORRIS & RITCHIE ASSOCIATES, INC.604 SOUTH KING STREET, STE 200LEESBURG, VA 20175PHONE: (703) 994 - 4047MRAGTA.COMALLIED SELF STORAGESITE PLANPROPOSED SELF STORAGE BUILDINGBACK CREEK MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIARGINAEERIL TH OF
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INEROSION & SEDIMENT CONTROL PLAN PH1THIS SHEET FOR EROSION AND SEDIMENT CONTROL PURPOSES ONLY
LOD
SF NORTHPARCEL 63 A 61
ZONED: M1
USE: WAREHOUSE/OFFICE
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MORRIS & RITCHIE ASSOCIATES, INC.604 SOUTH KING STREET, STE 200LEESBURG, VA 20175PHONE: (703) 994 - 4047MRAGTA.COMALLIED SELF STORAGESITE PLANPROPOSED SELF STORAGE BUILDINGBACK CREEK MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIARGINAEERIL TH OF
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INST#080000626WWWWWWWWWWWWWWWWWWWSANSANSANSANSANSANSAN NORTHDA-A
2.50 AC TO ST#1
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MORRIS & RITCHIE ASSOCIATES, INC.604 SOUTH KING STREET, STE 200LEESBURG, VA 20175PHONE: (703) 994 - 4047MRAGTA.COMALLIED SELF STORAGESITE PLANPROPOSED SELF STORAGE BUILDINGBACK CREEK MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIARGINAEERIL TH OF
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INEROSION & SEDIMENT CONTROL PLAN PH2THIS SHEET FOR EROSION AND SEDIMENT CONTROL PURPOSES ONLY
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ZONED: M1
USE: WAREHOUSE/OFFICE
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MORRIS & RITCHIE ASSOCIATES, INC.604 SOUTH KING STREET, STE 200LEESBURG, VA 20175PHONE: (703) 994 - 4047MRAGTA.COMALLIED SELF STORAGESITE PLANPROPOSED SELF STORAGE BUILDINGBACK CREEK MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIARGINAEERIL TH OF
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INEROSION & SEDIMENT CONTROL PLAN PH2THIS SHEET FOR EROSION AND SEDIMENT CONTROL PURPOSES ONLY
LOD
SF
SDSDSDSDSDPARCEL 63 A 61
ZONED: M1
USE: WAREHOUSE/OFFICE
SANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSAN
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60' ROW
LOCAL ROAD
30 MPH DESIGN SPEED
INST#080000626WWWWWWWWWWWWWWWWWWWSANSANSANSANSANSANSAN NORTHSD
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SD XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXPR. PRIVATE STREETLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
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MORRIS & RITCHIE ASSOCIATES, INC.604 SOUTH KING STREET, STE 200LEESBURG, VA 20175PHONE: (703) 994 - 4047MRAGTA.COMALLIED SELF STORAGESITE PLANPROPOSED SELF STORAGE BUILDINGBACK CREEK MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIARGINAEERIL TH OF
MMON W E A
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INMORRIS & RITCHIE ASSOCIATES, INC.604 SOUTH KING STREET, STE 200LEESBURG, VA 20175PHONE: (703) 994 - 4047MRAGTA.COMALLIED SELF STORAGESITE PLANPROPOSED SELF STORAGE BUILDINGBACK CREEK MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIARGINAEERIL TH OF
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INEROSION & SEDIMENT CONTROL NOTES
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///////////////////MORRIS & RITCHIE ASSOCIATES, INC.604 SOUTH KING STREET, STE 200LEESBURG, VA 20175PHONE: (703) 994 - 4047MRAGTA.COMALLIED SELF STORAGESITE PLANPROPOSED SELF STORAGE BUILDINGBACK CREEK MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIARGINAEERIL TH OF
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INDETAIL - STONE CONSTRUCTION ENTRANCE
** Use seasonal nurse crop in accordance with seeding dates as stated below:
March, April through May 15th........................................Annual Rye
May 16th through August 15th.....................................Foxtail Millet
August 16th through September, October........................Annual Rye
November through February..............................................Winter Rye
*** If flatpea is used, increase to 30lbs./acre. All legume seed must be properly inoculated. Weeping
Lovegrass may also be included in any slope or low-maintenance mixture during warmer seeding
periods; add 10-20lbs./acres in mixes.
200-250 lbs.
Total lbs.
Per Acre
Commercial or Residential
-Kentucky 31 or Turf Type Tall Fescue
-Improved Perennial Ryegrass *
-Kentucky Bluegrass
* Perennial Ryegrass will germinate faster and at lower soil temperatures than fescue, thereby
providing cover and erosion resistance for seedbed.
Low-Maintenance Slope (Steeper than 3:1)
-Kentucky 31 Fescue
-Red Top Grass
-Seasonal Nurse Crop **
-Crownvetch ***
-Kentucky 31 Fescue
-Red Top Grass
-Seasonal Nurse Crop **
General Slope (3:1 or less)
High-Maintenance Lawn
Minimum of three (3) up to five (5) varieties of
bluegrass from approved list for use in Virginia.
150 lbs.
20 lbs.
108 lbs.
20 lbs.
2 lbs.
125 lbs.
150 lbs.
20 lbs.
2 lbs.
128 lbs.
0-10 %
0-10 %
90-100 %
Minimum Lawn Care
SITE SPECIFIC SEEDING MIXTURES
FOR APPALACHIAN / MOUNTAIN AREA
TABLE 3.32-C
Do not use as a mulch for
winter cover or during hot, dry
periods.* Apply as slurry.
* When fiber mulch is the only available mulch during periods when straw should be used,
apply at a minimum rate of 2000 lbs./ac. or 45lbs./1000 s.f.
Free of coarse matter.
Air-dried. Do not use in fine
turf areas. Apply with a mulch
blower, chip handler, or by
hand.
Free of coarse matter.
Air-dried. Treat with 12lbs.
Nitrogen per ton. Do not use in
fine turf areas. Apply with a
mulch blower, chip handler, or
by hand.
Cut or shredded in 4-6''
lengths. Air-dried. Do not use
in fine turf areas. apply with a
mulch blower or by hand.
Free from weeds and coarse
matter. Must be anchored.
Spread with mulch blower or
by hand.
NOTES:
ORGANIC MULCH MATERIALS AND APPLICATION RATES
Source: Va. DSWC
Wood Chips
Fiber Mulch
Bark Chips
or
Shredded
Bark
50-70 cu. yds.1-2 cu. yds.
4-6 tons
Corn Stalks
Minimum
1500lbs.
4-6 tons
185-275 lbs.
35 lbs.
185-275 lbs.
RATES:
TABLE 3.35-A
(Minimum 2
tons for
winter cover)
Straw or Hay
MULCHES:Per Acre
1.5-2 Tons
Per 1000 sq.ft.
70-90 lbs.
50/50 Mix of Annual Ryegrass
(Lolium multi-florum)
&
Cereal (Winter) Rye
(Secale cereale)
Source: Va. DSWC
MAY 1-AUG. 31
FEB. 16-APR. 30
German Millet
(Setaria italica)
Annual Ryegrass
(Lolium multi-florum)
50
60-100
"QUICK REFERENCE FOR ALL REGIONS"
ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS
SEPT. 1-FEB. 15
Planting Dates
TABLE 3.31-B
Species
50-100
Rate
(lbs./acre)EROSION & SEDIMENT CONTROL DETAILSSOILS MAP
SCALE: 1"=150'
XXXXXXXXXX X X X X X
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SDEX. FROGALE COURT
60' ROW
LOCAL ROAD
30 MPH DESIGN SPPED
INST#080000626EX. SHADY ELM (RTE. 651)PUBLIC ROAD35 MPHEX. SHADY ELM (RTE. 651)PARCEL 63 A 61
ZONED: M1
USE: WAREHOUSE/OFFICE
ZONED: M1
USE: WAREHOUSE/OFFICE
SANSANSANSANSANSANSANSANSAN
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60' ROW
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30 MPH DESIGN SPEED
INST#080000626
WWWW SANSANSANSANSANSD
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SD NORTHMORRIS & RITCHIE ASSOCIATES, INC.604 SOUTH KING STREET, STE 200LEESBURG, VA 20175PHONE: (703) 994 - 4047MRAGTA.COMALLIED SELF STORAGESITE PLANPROPOSED SELF STORAGE BUILDINGBACK CREEK MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIARGINAEERIL TH OF
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INDRAINAGE AREA MAPS
SDSD
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604 SOUTH KING STREET, STE 200
LEESBURG, VA 20175
PHONE: (703) 994 - 4047
MRAGTA.COM
ALLIED SELF STORAGE
SITE PLAN
PROPOSED SELF STORAGE BUILDING
BACK CREEK MAGISTERIAL DISTRICT
FREDERICK COUNTY, VIRGINIA RGINAE
ER
ILTHOFM
M
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NWEANENGC
PROFESSIOLic. No. 32355O
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N VRRM CALCULATIONSWM PLAN NARRATIVE & BMP MAP
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60' ROW
LOCAL ROAD
30 MPH DESIGN SPEED
INST#080000626
WWWWWWWW SANSANSANSANSANSANSANSANSANSANSD
SD
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SD MORRIS & RITCHIE ASSOCIATES, INC.604 SOUTH KING STREET, STE 200LEESBURG, VA 20175PHONE: (703) 994 - 4047MRAGTA.COMALLIED SELF STORAGESITE PLANPROPOSED SELF STORAGE BUILDINGBACK CREEK MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIARGINAEERIL TH OF
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INMORRIS & RITCHIE ASSOCIATES, INC.604 SOUTH KING STREET, STE 200LEESBURG, VA 20175PHONE: (703) 994 - 4047MRAGTA.COMALLIED SELF STORAGESITE PLANPROPOSED SELF STORAGE BUILDINGBACK CREEK MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIARGINAEERIL TH OF
MMON W E A
N E N GCPROFE
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INMORRIS & RITCHIE ASSOCIATES, INC.604 SOUTH KING STREET, STE 200LEESBURG, VA 20175PHONE: (703) 994 - 4047MRAGTA.COMALLIED SELF STORAGESITE PLANPROPOSED SELF STORAGE BUILDINGBACK CREEK MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIARGINAEERIL TH OF
MMON W E A
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INMORRIS & RITCHIE ASSOCIATES, INC.604 SOUTH KING STREET, STE 200LEESBURG, VA 20175PHONE: (703) 994 - 4047MRAGTA.COMALLIED SELF STORAGESITE PLANPROPOSED SELF STORAGE BUILDINGBACK CREEK MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIARGINAEERIL TH OF
MMON W E A
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INLANDSCAPE PLANEVERGREEN TREE PLANTING
N.T.S.1
SET TREE ABOVE ORIGINAL GRADE 1/8
DEPTH OF ROOT BALL
SOIL SAUCER: USE PREPARED SOIL, 6" MIN.
ROPES AT TOP OF BALL SHALL BE
CUT. REMOVE TOP 1/2 OF BURLAP.
NON-BIODEGRADABLE MATERIAL
SHALL BE TOTALLY REMOVED
UNDISTURBED SOIL PEDESTAL
PREPARED BACKFILL MIX
2" SHREDDED HARDWOOD MULCH
MIN.
12"
XXXXXXXXXXXXXXXXXXXXX
X X X X X X X X X X X X X
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LOCAL ROAD
30 MPH DESIGN SPPED
INST#080000626
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60' ROW
LOCAL ROAD
30 MPH DESIGN SPEED
INST#080000626
WWWWWWWW SANSANSANSANSANSANSANSANSANSANNORTHMORRIS & RITCHIE ASSOCIATES, INC.604 SOUTH KING STREET, STE 200LEESBURG, VA 20175PHONE: (703) 994 - 4047MRAGTA.COMALLIED SELF STORAGESITE PLANPROPOSED SELF STORAGE BUILDINGBACK CREEK MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIARGINAEERIL TH OF
MMON W E A
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INMORRIS & RITCHIE ASSOCIATES, INC.604 SOUTH KING STREET, STE 200LEESBURG, VA 20175PHONE: (703) 994 - 4047MRAGTA.COMALLIED SELF STORAGESITE PLANPROPOSED SELF STORAGE BUILDINGBACK CREEK MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIARGINAEERIL TH OF
MMON W E A
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INMORRIS & RITCHIE ASSOCIATES, INC.604 SOUTH KING STREET, STE 200LEESBURG, VA 20175PHONE: (703) 994 - 4047MRAGTA.COMALLIED SELF STORAGESITE PLANPROPOSED SELF STORAGE BUILDINGBACK CREEK MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIARGINAEERIL TH OF
MMON W E A
N E N GCPROFE
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Lic. No. 32355O
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INMORRIS & RITCHIE ASSOCIATES, INC.604 SOUTH KING STREET, STE 200LEESBURG, VA 20175PHONE: (703) 994 - 4047MRAGTA.COMALLIED SELF STORAGESITE PLANPROPOSED SELF STORAGE BUILDINGBACK CREEK MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIARGINAEERIL TH OF
MMON W E A
N E N GCPROFE
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INMORRIS & RITCHIE ASSOCIATES, INC.604 SOUTH KING STREET, STE 200LEESBURG, VA 20175PHONE: (703) 994 - 4047MRAGTA.COMALLIED SELF STORAGESITE PLANPROPOSED SELF STORAGE BUILDINGBACK CREEK MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIARGINAEERIL TH OF
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INPHOTOMETRIC PLANCalculation Summary / Statistics
Description Symbol Avg Max Min Max/Min Avg/Min
Paved areas 2.72 fc 9.3 fc 0.6 fc
Luminaire Schedule
Symbol Label QTY Catalog Number Manufacturer Lamp Number
Lamps
Lumens
per Lamp LLF Wattage
S4 16 1 365LED
15.50 fc 4.45 fc
.8532,742
ECF-L-96L-1_2A-NW-G2-4-PHILIPS - GARDCO
HIS (House Side Shield)EcoForm Series
(Dist. - Type 4) 25' Pole
W 42 1LED .85
WPX1 - 265SWK LITHONIA - WPX LED
(Distribution - Type 4)Wall Packs
9' Wall mount
242,900
LEGEND
SD
SD
S
S
SD
EX. FROGALE COURT
60' ROW
LOCAL ROAD
30 MPH DESIGN SPEED
INST#080000626 XXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X
XXXXXXXXXXXXXXXX X X X X X X X X X X X XXXXXXXXXXXPR. PRIVATE STREETLO
D
LODLODLOD
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
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LOD
LOD LO
D
NORTHMORRIS & RITCHIE ASSOCIATES, INC.604 SOUTH KING STREET, STE 200LEESBURG, VA 20175PHONE: (703) 994 - 4047MRAGTA.COMALLIED SELF STORAGESITE PLANPROPOSED SELF STORAGE BUILDINGBACK CREEK MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIARGINAEERIL TH OF
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IN"NO PARKING" SIGN LEGEND
REQUIREMENTS - FIRE LANE MARKINGS AND SIGNS
LEGEND
LIFE SAFETY & SIGNAGE PLAN30"X30"
R1-1
STOP
XXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X
XXXXXXXXXXXXXXXX X X X X X X X X X X X XXXXXXXXXXXPR. PRIVATE STREETLO
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LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LODLODLODLODLODLODLODLODLODLODLOD
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LOD
LOD LO
D
SD
SD SDSDSDSDSDEX. FROGALE COURT
60' ROW
LOCAL ROAD
30 MPH DESIGN SPPED
INST#080000626
ZONED: M1
USE: WAREHOUSE/OFFICE SANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSAN
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60' ROW
LOCAL ROAD
30 MPH DESIGN SPEED
INST#080000626
WWWWWWWW SANSANSANSANSANSANSANSANSANSANNORTHENTRANCE PROFILE
MORRIS & RITCHIE ASSOCIATES, INC.604 SOUTH KING STREET, STE 200LEESBURG, VA 20175PHONE: (703) 994 - 4047MRAGTA.COMALLIED SELF STORAGESITE PLANPROPOSED SELF STORAGE BUILDINGBACK CREEK MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIARGINAEERIL TH OF
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INENTRANCE AND PAVEMENT PLANENTRANCE PAVEMENT SECTION
FROGALE COURT ENTRANCE PROFILEXXXXXXXXXXXXXXX X X X X XXXXXXXPR. PRIVATE STREETLODLODLODLODLODLODLODLODLOD
LODLODLODLODLODLODLODLODLODLODLOD
LODLODLODLOD
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DLODLODLODLODLODLODLODLODEX. FROGALE COURT
60' ROW
LOCAL ROAD
30 MPH DESIGN SPPED
INST#080000626EX. SHADY ELM (RTE. 651)PUBLIC ROAD35 MPHZONED: M1
USE: WAREHOUSE/OFFICE
EX. FROGALE COURT
60' ROW
LOCAL ROAD
30 MPH DESIGN SPEED
INST#080000626 NORTHMORRIS & RITCHIE ASSOCIATES, INC.604 SOUTH KING STREET, STE 200LEESBURG, VA 20175PHONE: (703) 994 - 4047MRAGTA.COMALLIED SELF STORAGESITE PLANPROPOSED SELF STORAGE BUILDINGBACK CREEK MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIARGINAEERIL TH OF
MMON W E A
N E N GCPROFE
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Lic. No. 32355O
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INSIGHT DISTANCEENTRANCE FROGALE COURT
SCALE: 1"=50'
MORRIS & RITCHIE ASSOCIATES, INC.604 SOUTH KING STREET, STE 200LEESBURG, VA 20175PHONE: (703) 994 - 4047MRAGTA.COMALLIED SELF STORAGESITE PLANPROPOSED SELF STORAGE BUILDINGBACK CREEK MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIARGINAEERIL TH OF
MMON W E A
N E N GCPROFE
S
SIO
Lic. No. 32355O
AL
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INWATER AND SEWER DETAILS
MORRIS & RITCHIE ASSOCIATES, INC.604 SOUTH KING STREET, STE 200LEESBURG, VA 20175PHONE: (703) 994 - 4047MRAGTA.COMALLIED SELF STORAGESITE PLANPROPOSED SELF STORAGE BUILDINGBACK CREEK MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIARGINAEERIL TH OF
MMON W E A
N E N GCPROFE
S
SIO
Lic. No. 32355O
AL
V
I
INSITE DETAILS
MORRIS & RITCHIE ASSOCIATES, INC.604 SOUTH KING STREET, STE 200LEESBURG, VA 20175PHONE: (703) 994 - 4047MRAGTA.COMALLIED SELF STORAGESITE PLANPROPOSED SELF STORAGE BUILDINGBACK CREEK MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIARGINAEERIL TH OF
MMON W E A
N E N GCPROFE
S
SIO
Lic. No. 32355O
AL
V
I
INSITE DETAILS
XXXXXXXXXXXXXXXXMORRIS & RITCHIE ASSOCIATES, INC.604 SOUTH KING STREET, STE 200LEESBURG, VA 20175PHONE: (703) 994 - 4047MRAGTA.COMALLIED SELF STORAGESITE PLANPROPOSED SELF STORAGE BUILDINGBACK CREEK MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIARGINAEERIL TH OF
MMON W E A
N E N GCPROFE
S
SIO
Lic. No. 32355O
AL
V
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INSITE DETAILSPARKING LOT - PAVEMENT SECTION
DISABLED PARKING STALL & HANDICAP RAMP DETAIL
HANDICAP PARKING DETAIL
SCALE: 1" = 10'
PRECAST CONCRETE WHEEL STOP
N.T.S.