HomeMy WebLinkAbout02-19 Site PlanSITE
LAKE
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FCSA1605
AS NOTED
TEAM
2019-01-04
DAF/ERS
SHEET
APPROVED BY
OF1 18
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATE; AND OWNER SHALL
INDEMNIFY AND HOLD HARMLESS PENNONI ASSOCIATES
FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES
ARISING OUT OF OR RESULTING THEREFROM.
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PREPARED FOR:
OWNER/DEVELOPER
FREDERICK WATER
P.O. BOX 1877
WINCHESTER, VIRGINIA 22601
(540) 868-1061
LAKE FREDERICK ELEVATED WATER TANK
FREDERICK COUNTY, VIRGINIA
OPEQUON DISTRICT
ORIGINAL SUBMISSION: JANUARY 9, 2019
REVISED SUBMISSION: REVISED FEBRUARY 22, 2019
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PREPARED BY:
PENNONI ASSOCIATES INC.
117 East Piccadilly Street
Winchester, VA 22601
T 540.667.2139
F 540.665.0493
PERMIT DRAWINGS CS0000
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LOCATION MAP
SCALE: 1" = 3000'
SHEET INDEX
Sheet No.Title Desc.
1 Cover Sheet
2 Notes and Legends
3 Maintenance Of Traffic
4 Existing Conditions Plan
5 Site Plan
6 Grading Plan
7 Water and Storm Profiles and Miscellaneous Details
8 Storm Water Management Drainage Map
9 Storm Water Management Details
10 Erosion and Sediment Control Plans
11 Erosion and Sediment Control Details and Narrative
12 Erosion and Sediment Control Details
13 Frederick Water Details
14 Site Details and Sight Distance
15 Water Tank Miscellaneous Details
16 Water Tank Miscellaneous Details
17 Water Tank Miscellaneous Details
18 Landscape Plan, Notes, and Details
DAVID L. FRANK
Lic. No.1061
CALL 1-800-552-7001
CALL BEFORE YOU DIG
ALWAYS CALL 811 BEFORE YOU DIG IN VIRGINIA
SECTION 56-265.17 REQUIRES THREE WORKING DAYS
NOTICE TO UTILITIES BEFORE YOU EXCAVATE, DRILL OR
BLAST VIRGINIA UTILITY PROTECTION SERVICE, INC.
TICKET NUMBER(S):
APPROVED BY FREDERICK COUNTY ZONING ADMINISTRATOR
SP#02-19
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FCSA1605
AS NOTED
TEAM
2019-01-04
DAF/ERS
SHEET
APPROVED BY
OF2 18
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.
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VIRGINIA DEPARTMENT OF TRANSPORTATION
STAUNTON DISTRICT
REV. JUNE 19, 2013
VDOT GENERAL NOTES
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. 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. A TRANSPORTATION
MANAGEMENT PLAN NEEDS TO BE SUBMITTED FOR APPROVAL AND LAND USE PERMIT ISSUED PRIOR TO ANY
EXECUTION OF WORK WITHIN THE VDOT RIGHT OF WAY.
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. IF REQUIRED BY THE LOCAL VDOT LAND DEVELOPMENT OFFICE, A PRE-CONSTRUCTION CONFERENCE SHALL BE
ARRANGED AND HELD BY THE ENGINEER AND/OR DEVELOPER WITH THE ATTENDANCE OF THE CONTRACTOR (S),
VARIOUS COUNTY AGENCIES, UTILITY COMPANIES AND VDOT PRIOR TO INITIATION OF WORK.
V7. THE CONTRACTOR SHALL NOTIFY THE LOCAL VDOT LAND DEVELOPMENT 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.
V8. THE CONTRACTOR SHALL NOTIFY THE TRAFFIC OPERATIONS CENTER AT (540) 332-9500 FOR ANY TRAFFIC CONTROL
PLAN THAT IMPACTS A VDOT MAINTAINED INTERSTATE OR PRIMARY ROADWAY TO PROVIDE NOTIFICATION OF THE
INSTALLATION AND REMOVAL OF THE WORK ZONE.
V9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING A VDOT PERMITTED TEMPORARY CONSTRUCTION
ENTRANCE(S) 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.
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 OF FILL. A VDOT REPRESENTATIVE SHALL BE PRESENT TO INSURE THE SOIL
SAMPLE(S) OBTAINED FOR CBR'S 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 ACCORDANCE WITH THE LIFT THICKNESSES, DENSITY AND MOISTURE REQUIREMENTS AS SPECIFIED IN
THE CURRENT 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 EACH MATERIAL TYPE WILL BE INSPECTED OR
TEN PERCENT OF THE TOTAL AMOUNT FOR EACH SIZE AND MATERIAL TYPE SUMMARIZED. ALL PIPE INSTALLATIONS
ON THE 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 IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL
DEVICES.
V19.THE DEVELOPER SHALL PROVIDE THE VDOT LAND DEVELOPMENT 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 LAND DEVELOPMENT 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 FIVE (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 CONSTRUCTING 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.
CONSTRUCTION NOTES
GENERAL
1. THE CONTRACTOR SHALL FURNISH ALL MATERIALS, LABOR AND EQUIPMENT AND PERFORM ALL WORK
INCLUDING RESTORATION FOR ALL 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, ECONOMIC DEVELOPMENT
AUTHORITY, AND THE CONTRACT DOCUMENTS.
2. 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.
3. CONSTRUCTION ACTIVITIES SHALL BE LIMITED TO THE HOURS OF 8:00 AM TO 5:00 PM.
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 PRIOR TO
COMMENCING CONSTRUCTION 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. DUE TO THE PROXIMITY OF THE PROJECT TO EXISTING
STRUCTURES AND UTILITIES, BLASTING WILL NOT BE ALLOWED.
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. LOCATIONS OF UTILITIES SHOWN ARE APPROXIMATE. CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD
VERIFYING THE EXACT LOCATION, VERTICALLY AND HORIZONTALLY, OF THE UTILITIES PRIOR TO ANY
EXCAVATION OR CONSTRUCTION. THE CONTRACTOR SHALL CONTACT "MISS UTILITY" AND ALL
APPLICABLE UTILITY COMPANIES FOR CLEARANCE PRIOR TO EXCAVATION. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR ADHERING TO THE COMMONWEALTH OF VIRGINIA UNDERGROUND UTILITY DAMAGE
PREVENTION ACT, CHAPTER 10, TITLE 56 OF THE CODE OF VIRGINIA.
9. CONTRACTOR SHALL BE RESPONSIBLE FOR IMPLEMENTING AND MAINTAINING ALL EROSION AND
SEDIMENT CONTROL MEASURES NECESSARY DURING CONSTRUCTION IN ACCORDANCE WITH CURRENT
STATE AND LOCAL REGULATIONS. DISTURBED AREAS SHALL NOT REMAIN DENUDED FOR MORE THAN
SEVEN (7) CALENDAR DAYS WHEN CONSTRUCTION IS NOT IN PROGRESS. DURING CONSTRUCTION, ALL
STORM SEWER INLETS SHALL BE PROTECTED BY INLET PROTECTION, AND SHALL BE MAINTAINED AND
MODIFIED AS REQUIRED BY CONSTRUCTION PROGRESS. CONTRACTOR SHALL CONTACT THE COUNTY
BUILDING INSPECTIONS OFFICE AT (540) 636-9973 TO SCHEDULE INSPECTIONS.
10. CONTRACTOR SHALL PROVIDE ADEQUATE MEANS OF CLEANING MUD FROM TRUCKS AND/OR OTHER
EQUIPMENT PRIOR TO ENTERING PUBLIC STREETS AND/OR EXISTING PARKING LOTS AND OTHER PAVED
AREAS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CLEAN STREETS, ALLAY DUST, AND TO TAKE
WHATEVER MEASURES NECESSARY TO ENSURE THAT THE STREETS ARE MAINTAINED IN A CLEAN, MUD
AND DUST FREE CONDITION AT ALL TIMES.
11. ANY STREET OR UTILITIES DAMAGED BY CONTRACTOR OR SUB-CONTRACTOR SHALL BE SOLE
RESPONSIBILITY OF THE PRIMARY CONTRACTOR AND PROPERLY AND IMMEDIATELY REPAIRED BY THE
CONTRACTOR. SUCH REPAIRS SHALL BE TO THE ORIGINAL CONDITION, IN COMPLIANCE WITH THE
TOWN'S CONSTRUCTION STANDARDS & SPECIFICATIONS, AND TO THE SATISFACTION OF THE TOWN
INSPECTOR.
12. ALL PRE-CAST CONCRETE STRUCTURES SHALL BE A MINIMUM 4000 PSI AT 28 DAYS.
13. THE CONTRACTOR IS RESPONSIBLE FOR ADJUSTMENT OF ALL UTILITY BOXES, VAULTS, OR OTHER
APPURTENANCES TO NEW FINISHED GRADE ELEVATIONS.
14. CONTRACTOR TO RELOCATE ALL SIGNS AND UTILITIES REQUIRED FOR THIS WORK.
15. ANY PLANNED DISRUPTIONS OF OR TIE INS TO EXISTING UTILITIES SHALL BE COORDINATED WITH THE
APPROPRIATE UTILITY OWNER. WITH THE EXCEPTION OF EMERGENCIES, THERE SHALL BE A MINIMUM
OF 24 HOURS NOTICE GIVEN BY THE CONTRACTOR TO ALL RESIDENTIAL, COMMERCIAL, AND INDUSTRIAL
UTILITY USERS AFFECTED BY UTILITY INTERRUPTIONS.
16. THE UNAUTHORIZED USE OF WATER WITHOUT DUE COMPENSATION IS ILLEGAL. NO PERSON SHALL
CONNECT TO OR DO ANY WORK ON THAT PORTION OF THE SYSTEM OWNED BY THE TOWN UNLESS
WRITTEN AUTHORIZATION IS RECEIVED PRIOR TO COMMENCING WORK.
17. CONSTRUCTION LIMITS SHALL BE PROPERTY LINES OR AS INDICATED BY PLAN REQUIREMENTS AND
SHALL BE STAKED OR FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION.
18. CONSTRUCTION SHALL CONFORM TO THE AMERICAN WITH DISABILITIES ACT (ADA) REQUIREMENTS.
19. REGISTERED LAND DISTURBER TO SUBMIT REPORTS TO BUILDING INSPECTOR ON A REGULAR BASIS AS
REQUIRED BY FREDERICK COUNTY.
FIRE AND RESCUE
1. BURNING OF CONSTRUCTION DEBRIS AND CLEARING AND GRUBBING DEBRIS ON SITE IS PROHIBITED.
2. ACCESS FOR EMERGENCY VEHICLES MUST BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION.
EROSION CONTROL
1. A LAND DISTURBANCE PERMIT WILL BE REQUIRED PRIOR TO INITIATING ANY SITE WORK. THIS PERMIT
CAN BE OBTAINED FROM THE FREDERICK COUNTY DEPARTMENT OF PUBLIC WORKS. A
PRECONSTRUCTION CONFERENCE SHALL BE HELD ON SITE PRIOR TO INITIATING ANY WORK.
2. TEMPORARY AND PERMANENT EROSION CONTROL STRUCTURES AND METHODS TO BE IN ACCORDANCE
WITH THE VIRGINIA EROSION CONTROL GUIDELINES AND LOCAL ORDINANCES AND TO BE UTILIZED
DURING THE CONSTRUCTION PERIOD.
3. ALL EROSION CONTROL STRUCTURES SHOWN OR AS REQUIRED DURING CONSTRUCTION SHALL BE
CONTINUOUSLY MAINTAINED THROUGHOUT THE PERIOD IN WHICH AREAS ARE DENUDED. AREAS SHOWN
TO BE SURFACED ARE TO HAVE STONE BASE INSTALLED AT THE EARLIEST POSSIBLE DATE AFTER
ESTABLISHING GRADE. NO AREA IS TO REMAIN DENUDED FOR MORE THAN 7 CALENDAR DAYS WHEN
CONSTRUCTION IS NOT IN PROGRESS.
4. CONTRACTOR TO CLEAN UP AND RESTORE DISTURBED AREAS IMMEDIATELY UPON COMPLETION OF
PIPE-LAYING IN THE AFFECTED AREA.
5. ALL UNPAVED AREAS OF THE SITE WHICH ARE DISTURBED BY THIS CONSTRUCTION SHALL BE PROVIDED
WITH 4" TOPSOIL, FERTILIZED, SEEDED, COMPACTED AND MULCHED. SEED BED TO BE WATERED AND
CARED FOR AS NECESSARY TO PROVIDE A GOOD LAWN QUALITY GRASS COVER. DENUDED AREAS NOT
GRADED SHALL BE DISCED, LEVELED AND SEEDED TO ACHIEVE LAWN CONDITIONS.
6. ALL EROSION CONTROL MEASURES TO BE MAINTAINED IN ACCORDANCE WITH VESCH HANDBOOK.
ELEVATED WATER TANK
0.88 ACRES
TAX IDENTIFICATION NUMBER
SITE DEVELOPMENT SUMMARY
SITE ADDRESS
CURRENT USE
PROPOSED USE
DISTURBED AREA
VACANT
PARKING SCHEDULE
SF SQUARE FEET
SEC SECTION
RTE ROUTE
ROW RIGHT-OF-WAY
FT FEET
POLYVINYL CHLORIDE
REINFORCED CONCRETE PIPE
VIRGINIA DEPARTMENT OF TRANSPORTATION
WELDED WIRE MESH
POINT OF VERTICAL INTERSECTION
W/
FIRE HYDRANTF.H.
WV WATER VALVE
BEST MANAGEMENT PRACTICE
BEGIN VERTICAL CURVE STATION
BEGIN VERTICAL CURVE ELEVATION
END VERTICAL CURVE STATION
END VERTICAL CURVE ELEVATION
DROP INLET
DIAMETER
DUCTILE IRON PIPE
EROSION CONTROL
ELEVATION
END SECTION
FINISHED FLOOR ELEVATION
ELEV
F.F.E.
EVCS
EX
EVCE
ES
EXISTING
DIP
EA
EC
DIA
DI
EACH
BENCHMARK
CLEANOUT
CONCRETECONC
CL
CO
BVCS
BVCE
CLASS
BLDG
B.M.
BMP
BUILDING
STR
VERT
WWM
TYP
VDOT
RCP
SHT
STM
PVC
PVI
STRUCTURE
TYPICAL
VERTICAL
WITH
SHEET
STEAM
HORIZ
MECH
MIN
MSE
INV
MAX
G.V.
HORIZONTAL
INVERT
MAXIMUM
MECHANICAL
MINIMUM
MECHANICALLY STABILIZED EARTH
GATE VALVE
AREA DRAINAD
TRENCH DRAINTD
LIMITS OF DISTURBANCELOD
APPX. APPROXIMATELY
OVERHEAD ELECTRICOHE
UNDERGROUND ELECTRICUGE
UGT UNDERGROUND TELEPHONE
TELCO TELECOMMUNICATIONS
WWF WELDED WIRE FABRIC
CAST IRONCI
STAINLESS STEELSS
TREE PROTECTIONTP
NORTH BOUND LANENBL
SOUTH BOUND LANESBL
BW BOTTOM OF WALL
TOP OF WALLTW
ON CENTER EACH WAY
ON CENTEROC
OCEW
PROP PROPOSED
DIAMETERØ
MANHOLEMH
FOR FUEL OIL RETURN
FOS FUEL OIL SUPPLY
CWR
CWS CHILLED WATER SUPPLY
CHILLED WATER RETURN
MECHANICAL, ELECTRICAL, PLUMBINGMEP
ABBREVIATIONS
MLP METAL LIGHT POLE
MSP METAL SIGN POLE
F.H. ASSY FIRE HYDRANT ASSEMBLY
HANDICAP PARKINGHCP
R5EXISTING ZONING
BUILDING RESTRICTION LINEBRL
PARKING SPACES PROPOSED
OPEQUON MAGISTERIAL DISTRICTMAGISTERIAL DISTRICT
PRESENT OWNER
4.366 ACRESTOTAL PARCEL ACREAGE
0.31 ACRES ON-SITE IMPERVIOUS AREA
2
20. ANY OUTDOOR SITE LIGHTING SHALL BE IN CONFORMANCE WITH SECTION 165-201.07 OF THE FREDERICK
COUNTY CODE.
NONEWATER AND SEWER DEMAND
WATER AND SEWER DEMAND
FREDERICK COUNTY SANITATION AUTHORITY
INSTR# 190000230
GENERAL NOTES:
1. ALL CONSTRUCTION SHALL CONFORM TO CURRENT FREDERICK COUNTY AND VIRGINIA DEPARTMENT OF
TRANSPORTATION STANDARDS AND SPECIFICATIONS, AND ALL REQUIREMENTS OF THE CONTRACT
DOCUMENTS.
2. THE PARCEL SHOWN ON THIS SITE PLAN IS IDENTIFIED ON FREDERICK COUNTY PARCEL MAP BY THE TAX
MAP NUMBER 87-A-102A AND ZONED R5. THE PROPERTY IS OWNED BY FREDERICK COUNTY SANITATION
AUTHORITY AS RECORDED AMONG THE LAND RECORDS OF FREDERICK COUNTY VA, AT INST#190000230.
3. BOUNDARY AND TOPOGRAPHIC INFORMATION DEPICTED HEREON IS BASED ON A FIELD SURVEY PREPARED
BY MARSH & LEGGE ON DECEMBER 22, 2016, AND FURTHER SUPPLEMENTED ON SEPTEMBER 8, 2017. GRID
BASED ON VIRGINIA STATE PLANE COORDINATE SYSTEM NORTH ZONE NAD 1983. VERTICAL DATUM BASED
ON NAVD1988.
4. THE APPROVAL OF THESE PLANS SHALL IN NO WAY RELIEVE THE DEVELOPER OR HIS AGENT OF ANY LEGAL
RESPONSIBILITY WHICH MAY BE REQUIRED BY THE CODE OF VIRGINIA OR ANY OTHER ORDINANCE
ENACTED BY THE COUNTY OF FREDERICK.
5. STANDARD GUARD AND HAND RAILS SHALL BE INSTALLED AT HAZARDOUS LOCATIONS AS DESIGNATED
DURING FINAL FIELD INSPECTION BY FREDERICK COUNTY AND/OR VIRGINIA DEPARTMENT OF
TRANSPORTATION.
6. CONTROLLED FILLS MUST BE COMPACTED TO 95% AS DETERMINED PER STANDARD PROCTOR T-99 OR
ASTM B698. DENSITY MUST BE CERTIFIED BY A REGISTERED PROFESSIONAL ENGINEER AND RESULTS
SUBMITTED TO THE COUNTY OF WARREN PRIOR TO FOOTING CONSTRUCTION. THE COUNTY WILL ONLY
INSPECT CONTROLLED FILLS AS THEY RELATE TO INSTALLATION OF COUNTY MAINTAINED WATERLINES
AND SANITARY SEWER LINES. RESPONSIBILITY FOR INSPECTION ON CONTROLLED FILLS UNDER FOOTING
WILL FALL TO THE OWNER'S DESIGNEE.
7. AT LEAST 10 DAYS PRIOR TO CONSTRUCTION ACTIVITY, THE CONTRACTOR MUST OBTAIN ITS TEST PIT DATA
AS INDICATED ON THE PLAN SET AND COORDINATE WITH THE INSPECTOR. IF THE TEST RESULTS SHOW A
POTENTIAL CONFLICT OR NON-COMPLIANCE WITH THE APPROVED PLAN, REVISIONS TO THE PLAN MUST BE
SUBMITTED FOR APPROVAL. IN SUCH INSTANCES, NO WORK SHALL COMMENCE UNTIL CONFLICTS ARE
RESOLVED AND REVISIONS APPROVED.
8. ALL CONTROLLED FILL, BASE, SUBBASE AND SUBGRADE MATERIALS SHALL BE COMPACTED TO 95% OF
THEORETICAL MAXIMUM DRY DENSITY AS DETERMINED BY AASHTO T-99 A, WITHIN ±2% OF OPTIMUM
MOISTURE FOR THE FILL OF ANY DEDICATED RIGHT-OF-WAY AND ALL TOWNHOUSE, COMMERCIAL AND
INDUSTRIAL PARKING LOTS; PRIVATE STREETS; PARKING BAYS; CURB AND GUTTER; AND SIDEWALKS
ADJACENT TO STREETS AND PARKING LOTS(NOT INTENDED TO INCLUDE LEADWALKS). DENSITY MUST BE
VERIFIED BY A QUALIFIED SOILS ENGINEER. CONTROLLED FILLS SHALL BE COMPACTED IN NO GREATER
THAN EIGHT-INCH LIFTS (LOOSE THICKNESS) TO THE SPECIFIED BEGINNING FROM THE EXISTING GROUND
SURFACE, UNLESS OTHERWISE APPROVED IN WRITING BY A QUALIFIED SOILS ENGINEER AND THE
DIRECTOR OF PUBLIC WORKS. CONTROLLED FILL MATERIAL TO BE SPECIFIED BY GEOTECHNICAL
ENGINEER.
9. ALL EXISTING UNDERGROUND UTILITIES , UNLESS OTHERWISE NOTED ON PLAN SET, SHALL BE PHYSICALLY
LOCATED BY THE CONTRACTOR PRIOR TO THE BEGINNING OF ANY CONSTRUCTION IN THE VICINITY OF
SAID UTILITIES. WHEN DURING THE COURSE OF CONSTRUCTION ANY OBSTACLE OF A DUBIOUS NATURE IS
ENCOUNTERED, THE CONTRACTOR SHALL CEASE IN THAT AREA IMMEDIATELY NOTIFY THE PROPER
AUTHORITY, FREDERICK COUNTY, AND/OR THE ENGINEER.
10. NO BLASTING IS PERMITTED WITHIN 25' OF EXISTING WATER AND SEWER UTILITIES.
11. 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 PONDING OF
WATER IN THE ROADWAY.
12. EMERGENCY VEHICLE ACCESS SHALL BE PROVIDED DURING CONSTRUCTION.
13. ALL EXISTING STRUCTURES, TANKS, FARM DUMPS, ETC., SHALL BE CAREFULLY REMOVED AND DISPOSED
OF AT AN APPROVED WASTE DISPOSAL SITE.
14. THE APPLICANT AND/OR CONTRACTOR SHALL HAVE A CLEARLY READABLE COPY OF THE APPROVED PLANS
AND SPECIFICATIONS AVAILABLE ON THE PROPERTY AT ALL TIMES.
15. ALL DAMAGE RESULTING FROM CONSTRUCTION OPERATIONS TO STREETS, ROADS, HIGHWAYS,
SHOULDERS, DITCHES, EMBANKMENTS, CULVERTS, BRIDGES, SANITARY SEWER, WATER MAINS OR OTHER
PUBLIC OR PRIVATE PROPERTY OR FACILITY, REGARDLESS OF LOCATION OR CHARACTER, WHICH MAY BE
CAUSED BY CONSTRUCTION AND/OR MOVING, HAULING, OR OTHERWISE TRANSPORTING EQUIPMENT,
MATERIALS OR MEN TO OR FROM THE WORK OR ANY PART OF THE SITE THEREOF, SHALL BE THE
RESPONSIBILITY OF THE APPLICANT, HIS CONTRACTOR OR SUBCONTRACTOR.
16. APPROVAL OF THIS PLAN SHALL IN NO WAY GRANT PERMISSION BY THE COUNTY FOR THE DEVELOPER TO
TRESPASS ON OFFSITE PROPERTIES.
17. NO BUILDING OR OTHER STRUCTURE SHALL BE LOCATED IN A MANNER OR BUILT TO A HEIGHT WHICH
CONSTITUTES A HAZARD TO AIR TRAFFIC WITHOUT CERTIFICATION FROM THE FEDERAL AVIATION
ADMINISTRATION.
18. THE APPROVAL OF THIS PLAN SHALL IN NO WAY RELIEVE THE OWNER OF COMPLYING WITH OTHER
APPLICABLE LOCAL, STATE AND FEDERAL REQUIREMENTS.
19. ACCORDING TO THE NATIONAL WETLANDS INVENTORY THERE IS A 0.20 ACRE FRESHWATER POND AND A
RIVERINE PRESENT WITHIN THE LIMITS OF THE OVERALL PROPERTY. HOWEVER, THEY ARE NOT LOCATED
WITHIN THE LIMITS OF THIS PROJECT. THIS INFORMATION WAS INTERPRETED USING 1:58,000 SCALE,
COLOR INFRARED IMAGERY FROM 1982.
20. NO FLOODPLAIN EXISTS ON THE PROPERTY THAT IS THE SUBJECT OF THIS APPLICATION. THE CURRENT
FLOOD INSURANCE RATE MAP (FIRM) OF FREDERICK COUNTY PANEL NUMBER FOR THE PROPERTY THAT IS
THE SUBJECT OF THIS APPLICATION IS 51069C0350D, EFFECTIVE SEPTEMBER 2, 2009.
21. PLANTING AND MAINTENANCE OF MATERIALS SHALL BE DONE ACCORDING TO GUIDELINES SET FORTH IN
THE VIRGINIA EROSION AND SEDIMENTATION CONTROL HANDBOOK AND ALL REQUIREMENTS OF THE
CONTRACT DOCUMENTS.
CG-6
ASPHALT
LIMITS OF DISTURBANCE
DESCRIPTION
WATERLINE
SPOT ELEVATION
CONTOURS
SANITARY SEWER WITH MANHOLE
PROPERTY LINE
SIGN POST
EXISTING
LEGEND
NEW
GATE VALVE
FIRE HYDRANT ASSEMBLY
BUILDING
CG-6R
HY D
UNDERGROUND ELECTRIC SERVICEE
LIGHT POLE
W
S
628.90 TC
CONCRETE
TREELINE
BUILDING SETBACKS (R5 ZONING)
FRONT 35'
REQUIRED PROVIDED
+/-163'SIDE 15'+/-51'DAVID L. FRANK
Lic. No.1061
SIDE 15'+/-254'
FRONT 70'
REQUIRED PROVIDED
79.5'SIDE (MADISON FARMS)100'100.0'SIDE (SOUTH)250'280.3'
ELEVATED TANK SETBACKS CODE: 165-204.26A (1/9/2019)
REAR 50'N/A
“SETBACKS APPLICABLE TO THE PROPOSED ELEVATED WATER STORAGE
TANK: THE BASE OF THE ELEVATED WATER STORAGE TANK WILL BE A MINIMUM
OF 70-FT FROM ROUTE 277 (FAIRFAX PIKE), 100-FT FROM THE MADISON FARMS, LLC
PROPERTY TO THE WEST, AND 250-FT FROM THE SOUTHERN PROPERTY LINE.
THESE SETBACKS RESULT IN AN ELEVATED WATER STORAGE TANK LOCATION
THAT ACCOMMODATES THE DEDICATION OF 20-FT FOR FUTURE FAIRFAX PIKE
EXPANSION, AND AVOIDS PLACING THE TANK WITHIN THE PLANNED SOUTH
FREDERICK PARKWAY ALIGNMENT. THE ZONING ADMINISTRATOR, PER FREDERICK
COUNTY CODE 165-204.26.A. PUBLIC UTILITIES, AND REFLECTIVE OF THE APPROVAL
OF THE SITE PLAN, HAS DETERMINED THAT THESE ARE APPROPRIATE SETBACKS
APPLICABLE FOR THE ELEVATED WATER STORAGE TANK ON THIS SITE.”
87-A-102A
FAIRFAX PIKE
PARKING SPACES REQUIRED 1 (1 PER EMPLOYEE)
H.C. PARKING SPACES REQUIRED 1 (VAN ACCESSIBLE)H.C. PARKING SPACES PROPOSED 1(VAN ACCESSIBLE)
SIGNAGE
THERE IS NO NEW, PROPOSED, OR MODFICATION TO EXISTING SIGNAGE WITH THIS SITE PLAN.
ANY FUTURE SIGNAGE WILL CONFORM WITH SECTION 165-201.06 OF THE FREDERICK COUNTY ZONING ORDINANCE. MONUMENT SIGNAGEREQUIRES A SEPARATE BUILDING PERMIT FOR CONSTRUCTION.
NO SITE LIGHTING IS PROPOSED WITH THIS SITE PLAN.
ANY FUTURE SITE LIGHTING WILL CONFORM TO SECTION 165-201.07, OUTDOOR LIGHTING
STANDARDS, OF THE FREDERICK COUNTY ZONING ORDINANCE. ANY LIGHTING REQUIRED BY
THE FAA IS EXEMPT FROM THE REQUIREMENTS OF THE FREDERICK COUNTY ZONING
ORDINANCE.
LIGHTING
0.02 ACRES OFF-SITE 0.33 ACRES TOTAL
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ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
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PIN 87-A-102A
FREDERICK COUNTY SANITATION AUTHORITY
INST. 190000230
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TEAM
2019-01-04
DAF/ERS
SHEET
APPROVED BY
OF4 18
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.
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NOTES:
1. TOPOGRAPHIC INFORMATION SHOWN HEREON IS BASED ON AN ACTUAL FIELD SURVEY COMPLETED
DECEMBER 16, 2016.
2. ANY UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND
EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEES THAT THE UNDERGROUND UTILITIES SHOWN
COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER
DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED
ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION
AVAILABLE.
3. HORIZONTAL ORIENTATION IS BASED ON VA. NAD 83 NORTH ZONE STATE GRID; VERTICAL DATUM IS BASED
ON NAVD 88 ELEVATIONS ESTABLISHED USING GPS METHODS.
ABBREVIATION DEFINITION
BLOW OFF (FLUSHING HYDRANT)
FIRE HYDRANT
GUY ANCHOR
INVERT
POLYVINYLCHLORIDE PIPE
REINFORCED CONCRETE PIPE
WATER LINE MARKER
WOOD POST
WOOD POWER POLE
WATER VALVE
LEGEND
IRON PIPE FOUND
Marsh & Legge Land Surveyors, P.L.C.
560 NORTH LOUDOUN STREET ~ WINCHESTER, VIRGINIA 22601
PHONE (540) 667-0468 ~ FAX (540) 667-0469 ~ EMAIL office@marshandlegge.com
www.marshandlegge.com
TOPOGRAPHIC SURVEY
OF A PORTION OF THE LAND OF
MREC SHENANDOAH VA, LLC
INSTRUMENT NUMBER 130010885
OPEQUON MAGISTERIAL DISTRICT
FREDERICK COUNTY, VIRGINIA
OUT
L
E
T
INL
E
T
12"
W
A
T
E
R
L
I
N
E
D
I
P
C
L
-
5
2
EX
.
1
2
'
W
A
T
E
R
L
I
N
E
EX. 12' WATERLINE
10+0
0
10+5
0
11+
0
0
11+
5
0
11+
6
8
12" WET TAP AND GATE VALVE TO BE
PROVIDED BY FREDERICK WATER
12" X 12" X 8" MJ TEE
8" MJ GATE VALVE
12" MJ GATE VALVE
12" MJ
GATE
VALVE
12" X 8" TEE
8" MJ GATE VALVE
(2) 45° BENDS
5+00
5+50
6+0
0
6+5
0
6+8
2
1- FH ASSY.
REMOVE EXISTING 12" PVC
WATERLINE FROM GATE
VALVE TO PLUG AND REPLACE
WITH 12" DIP
PR
V22.5°
BEND
254
.
9
9
'
153.6
3
'
1
0
0
.
0
'
(
F
O
U
N
D
A
T
I
O
N
)
79.5'(FOU
N
D
A
T
I
O
N
)
2
0
'
20
'
ASP
H
A
L
T
ACC
E
S
S
R
O
A
D
40' DIA. PEDISTAL
WITH 10" WALL
50.35' DIA. RESERVOIR
51' DIA. FOUNDATION
57' DIA. ELEVATED WALKWAY
ELEVATED
STORAGE TANK
FFE = 708.00
PR
O
P
O
S
E
D
P
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-
1
ST
A
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D
A
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P
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A
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A
PROPOSED 6' CHAIN LINK FENCE
6' BOARD ON BOARD FENCE IS REQUIRED
IF THIS AREA IS UTILIZED FOR OUTDOOR
STORAGE
PROPOSED H.C. SIGN
10'
ROLL-UP
DOOR3' DOOR
OHE (BY POWER COMPANY)
UGE
PROPOSED CONC.
WHEELSTOP
(TYP. OF 2)
SWM
POND
PROPOSED 22'
DOUBLE-SWING
GATE
3
0
'
60'
2
8
0
.
3
'
(
F
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T
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)
2
1
0
.
0
0
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8.
0
0
'
8.
0
0
'
18.0
0
'
5'
20' E
M
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.
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ACC
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2
0
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A
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S
S
28'R
28
'
R
51
.
2
3
'
OVERFLOW OUTLET
88'
7
0
'
FOR FLOOR
PLAN DETAIL
SEE SHEET 153' 21A STONE (TYP.)
3' 21A STONE (TYP.)
OVERFLOW / DRAIN STRUCTURE
12" OVERFLOW / DRAIN PIPE
ROCK OUTLET PROTECTION
STANDARD EC-1 TYPE A
MIN. APRON LENGTH = 10'
MIN. UPSTREAM WIDTH = 6'
MIN. DOWNSTREAM WIDTH = 12'
MIN. ROCK SIZE D50 = 6"
MIN. THICKNESS = 9"
UNDERLAY WITH GEOTEXTILE
ROCK OUTLET PROTECTION
STANDARD EC-1 TYPE A
MIN. APRON LENGTH = 10'
MIN. UPSTREAM WIDTH = 3.75'
MIN. DOWNSTREAM WIDTH = 11.25'
MIN. ROCK SIZE D50 = 6"
MIN. THICKNESS = 9"
UNDERLAY WITH GEOTEXTILE
ROCK OUTLET PROTECTION
STANDARD EC-1 TYPE A
MIN. APRON LENGTH = 16'
MIN. UPSTREAM WIDTH = 9'
MIN. DOWNSTREAM WIDTH = 12'
MIN. ROCK SIZE D50 = 6"
MIN. THICKNESS = 9"
UNDERLAY WITH GEOTEXTILE
PIN 87-A-102A
FREDERICK COUNTY SANITATION AUTHORITY
INST. 190000230
VA
.
R
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2
7
7
-
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LIMITS OF DISTURBANCE
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FCSA1605
1" = 20'
TEAM
2019-01-04
DAF/ERS
SHEET
APPROVED BY
OF5 18
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.
AL
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DAVID L. FRANK
Lic. No.1061
EX
.
1
2
'
W
A
T
E
R
L
I
N
E
EX. 12' WATERLINE
10+0
0
10+5
0
11+
0
0
11+
5
0
11+
6
8
5+00
5+50
6+0
0
6+5
0
6+8
2
PR
V
254
.
9
9
'
153.6
3
'
ASP
H
A
L
T
ACC
E
S
S
R
O
A
D
ELEVATED
STORAGE TANK
FFE = 708.00
PR
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D
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-
1
ST
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A
3
0
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60'
2
20' E
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S
S
28'R
28
'
R
51
.
2
3
'
ROCK OUTLET PROTECTION
STANDARD EC-1 TYPE A
MIN. APRON LENGTH = 10'
MIN. UPSTREAM WIDTH = 6'
MIN. DOWNSTREAM WIDTH = 12'
MIN. ROCK SIZE D50 = 6"
MIN. THICKNESS = 9"
UNDERLAY WITH GEOTEXTILE
ROCK OUTLET PROTECTION
STANDARD EC-1 TYPE A
MIN. APRON LENGTH = 10'
MIN. UPSTREAM WIDTH = 3.75'
MIN. DOWNSTREAM WIDTH = 11.25'
MIN. ROCK SIZE D50 = 6"
MIN. THICKNESS = 9"
UNDERLAY WITH GEOTEXTILE
ROCK OUTLET PROTECTION
STANDARD EC-1 TYPE A
MIN. APRON LENGTH = 16'
MIN. UPSTREAM WIDTH = 9'
MIN. DOWNSTREAM WIDTH = 12'
MIN. ROCK SIZE D50 = 6"
MIN. THICKNESS = 9"
UNDERLAY WITH GEOTEXTILE
PIN 87-A-102A
FREDERICK COUNTY SANITATION AUTHORITY
INST. 190000230
VA
.
R
O
U
T
E
2
7
7
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F
A
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F
A
X
P
I
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(6
0
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R
/
W
)
15' BUILDING SETBACK
3
5
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B
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D
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B
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+
6
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705.30
705.70
705.20
702.20
INV.
708.00
707.20
707.40
708.00
706.25
707.90
706.40 705.85
706.05
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7
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705
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705.79
705.40
705.64
705.16
702.60
702.34
705.50
705.99
705.59705.10
LP
706.14 HP
705.94
706.34
704.90
705.30
703
704.90
701.30701.10
LIMITS OF DISTURBANCE
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FCSA1605
AS NOTED
TEAM
2019-01-04
DAF/ERS
SHEET
APPROVED BY
OF6 18
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.
AL
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PE
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DAVID L. FRANK
Lic. No.1061
WATERLINE (INLET)
HORIZONTAL SCALE: 1" = 20'
VERTICAL SCALE: 1" = 4'
690
700
710
690
700
710
WATERLINE (OUTLET)
HORIZONTAL SCALE: 1" = 20'
VERTICAL SCALE: 1" = 4'
690
700
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4
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6
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6
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7
1
12+00
ELEVATED
WATER TANK
FFE=708.00
ELEVATED
WATER
TANK
FFE=708.00
18" MIN CLEAR 18" MIN CLEAR
EX. 12" PVC WATERLINE 12" DIP CL-52 WATERLINE
PROP. 24" ADS HP PIPE
INV=701.95
PROP. 24" ADS HP PIPE
INV=701.93
12
"
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5
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PROP. 12"
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12
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3
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9
0
FINISHED GRADE
EXISTING GRADE
FINISHED GRADE
EXISTING GRADE12" MIN. COVER 12" MIN. COVER
12
"
2
2
.
5
°
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A
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1
0
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5
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3
.
6
0
REMOVE EXISTING 12" PVC
WATERLINE FROM GATE
VALVE TO PLUG AND REPLACE
WITH 12" DIP
E
X
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1
2
"
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5
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3
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48' MIN. COVER
48' MIN. COVER
CULVERT NO. 2
HORIZONTAL SCALE: 1" = 20'
VERTICAL SCALE: 1" = 2'
695
700
695
700
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2
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4
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6
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FCSA1605
AS NOTED
TEAM
2019-01-04
DAF/ERS
SHEET
APPROVED BY
OF7 18
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
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EXPENSES ARISING OUT OF OR RESULTING THEREFROM.
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A
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L
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DAVID L. FRANK
Lic. No.1061
PRE DEV.
DA = 3.99 AC.
CN = 77
POST-DEVELOPED
IMPERVIOUS AREA =
0.33 AC.
POST DEV.
DA = 3.99 AC.
CN = 78
PIN
8
7
-
A
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1
0
2
A
FR
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BY
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FCSA1605
AS NOTED
TEAM
2019-01-04
DAF/ERS
SHEET
APPROVED BY
OF8 18
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.
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00 40'80'
DAVID L. FRANK
Lic. No.1061
ASP
H
A
L
T
ACC
E
S
S
R
O
A
D
ELEVATED
STORAGE TANK
FFE = 708.00
PR
O
P
O
S
E
D
P
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-
1
ST
A
N
D
A
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D
P
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SWM
POND
EX
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1
2
'
W
A
T
E
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L
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EX. 12' WATERLINE
PR
V
51
'
O
F
1
5
"
1
5
"
C
M
P
@
0
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5
0
%
C2A
C2
6
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@
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6
7
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0
+
0
0
0
+
6
5
705.30
705.70
705.20
702.20
INV.
708.00
707.20
707.40
708.00
706.25
706.40 705.85
706.05
701.80
7
0
2
703
705
704
705.50
7
0
6
705
704
703
701.5
0
706
705
705
704
704.50
TOP OF
BERM
704.50
TOP OF
BERM
702
703.85
7
0
2
703
704
704
703
702
704.50
704.50
TOP OF
BERM
7
0
4
FLOW LINE
705.79
705.40
705.64
705.16
702.60
702.34
705.50
705.99
705.59705.10
LP
706.14 HP
705.94
706.34
704.90
705.30
703
704.90
701.30701.10
699.63
700.30
702.55
701.30
15.00'
13.00'1.00'1.00'
3.00'3.00'7.00'
1.42'
8"
702.30 WSE 1 YR.702.58 WSE 2 YR.
703.00 WSE 10 YR.
703.46 WSE 100 YR.
704.50 TOP BANK
16" STONE BASE (21A)
COMPACTED SUB BASE
WEIR WALL CONTROL STRUCTURE
NO SCALE
WALL ELEVATION WALL SECTION
8"
24"
16" STONE BASE (21A)
COMPACTED
SUB BASE
8"
#4 REBAR 6" O.C.
12
"
#4 REBAR 12" O.C.
6"
3"
#4 REBAR 12" O.C.
(3) #4 REBAR 6" O.C.
6" TYP.
VDOT A3 CONCRETE (TYP.)
K:
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BY
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FCSA1605
AS NOTED
TEAM
2019-01-04
DAF/ERS
SHEET
APPROVED BY
OF9 18
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.
AL
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00 20'40'
DAVID L. FRANK
Lic. No.1061
Sheet: 2
File: K:\Projects\FCSA\FCSA1605-Lake-Frederick-Elev-Water-Storage\ANALYTICAL\CALCULATIONS\Stormwater\SWM\SWM Report 20190219\FCSA1605 Project Description_20190221.pdf
Missing or invalid reference
LIMITS OF DISTURBANCE
PIN 87-A-102A
FREDERICK COUNTY SANITATION AUTHORITY
INST. 190000230
15' BUILDING SETBACK
SF
DDLOD
LOD
SF
LOD
LOD
DD
DD
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CIP
CIP
CE CIP
OP
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SEE CS8500
CD
TS
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ROCK OUTLET PROTECTION
STANDARD EC-1 TYPE A
MIN. APRON LENGTH = 10'
MIN. UPSTREAM WIDTH = 6'
MIN. DOWNSTREAM WIDTH = 12'
MIN. ROCK SIZE D50 = 6"
MIN. THICKNESS = 9"
UNDERLAY WITH GEOTEXTILE
ROCK OUTLET PROTECTION
STANDARD EC-1 TYPE A
MIN. APRON LENGTH = 10'
MIN. UPSTREAM WIDTH = 3.75'
MIN. DOWNSTREAM WIDTH = 11.25'
MIN. ROCK SIZE D50 = 6"
MIN. THICKNESS = 9"
UNDERLAY WITH GEOTEXTILE
LIMITS OF DISTURBANCE
EX
.
1
2
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W
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STANDARD EC-1 TYPE A
MIN. APRON LENGTH = 10'
MIN. UPSTREAM WIDTH = 6'
MIN. DOWNSTREAM WIDTH = 12'
MIN. ROCK SIZE D50 = 6"
MIN. THICKNESS = 9"
UNDERLAY WITH GEOTEXTILE
ROCK OUTLET PROTECTION
STANDARD EC-1 TYPE A
MIN. APRON LENGTH = 10'
MIN. UPSTREAM WIDTH = 3.75'
MIN. DOWNSTREAM WIDTH = 11.25'
MIN. ROCK SIZE D50 = 6"
MIN. THICKNESS = 9"
UNDERLAY WITH GEOTEXTILE
ROCK OUTLET PROTECTION
STANDARD EC-1 TYPE A
MIN. APRON LENGTH = 16'
MIN. UPSTREAM WIDTH = 9'
MIN. DOWNSTREAM WIDTH = 12'
MIN. ROCK SIZE D50 = 6"
MIN. THICKNESS = 9"
UNDERLAY WITH GEOTEXTILE
FREDERICK COUNTY SANITATION AUTHORITY
INST. 190000230
15' BUILDING SETBACK
51
'
O
F
1
5
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1
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704
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703
ROCK OUTLET PROTECTION
STANDARD EC-1 TYPE A
MIN. APRON LENGTH = 10'
MIN. UPSTREAM WIDTH = 6'
MIN. DOWNSTREAM WIDTH = 12'
MIN. ROCK SIZE D50 = 6"
MIN. THICKNESS = 9"
UNDERLAY WITH GEOTEXTILE
ROCK OUTLET PROTECTION
STANDARD EC-1 TYPE A
MIN. APRON LENGTH = 10'
MIN. UPSTREAM WIDTH = 3.75'
MIN. DOWNSTREAM WIDTH = 11.25'
MIN. ROCK SIZE D50 = 6"
MIN. THICKNESS = 9"
UNDERLAY WITH GEOTEXTILE
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FCSA1605
AS NOTED
TEAM
2019-01-04
DAF/ERS
SHEET
APPROVED BY
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DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.
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PHASE I
EROSION AND SEDIMENT CONTROL PLAN
PHASE II
NOTES:
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CONTROL LEGEND
DAVID L. FRANK
Lic. No.1061
00 20'40'
NORT
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AS NOTED
TEAM
2019-01-04
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SHEET
APPROVED BY
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DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
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Lic. No.1061
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FCSA1605
AS NOTED
TEAM
2019-01-04
DAF/ERS
SHEET
APPROVED BY
OF12 18
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.
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DAVID L. FRANK
Lic. No.1061
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:
PERMIT DRAWINGS CS7000
BY
NO
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DA
T
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V
I
S
I
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N
S
FCSA1605
AS NOTED
TEAM
2019-01-04
DAF/ERS
SHEET
APPROVED BY
OF13 18
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.
AL
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DAVID L. FRANK
Lic. No.1061
(8" AND 3" Cla-Val model 990-01)
HANDICAP SIGN DETAIL
NOT TO SCALE
CONCRETE WHEEL STOP
SCALE: NTS
2% SLOPE
HANDICAP SIGN DETAIL
NOT TO SCALE
CONCRETE WHEEL STOP
SCALE: NTS
2% SLOPE ENTRANCE PROFILE
HORIZONTAL SCALE: 1" = 20'
VERTICAL SCALE: 1" = 2'
700
710
700
710
0+00
70
4
.
9
70
5
.
7
70
5
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1+00
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EXISTING GRADE
FINISHED GRADE
PVI STA = 0+27
PVI ELEV = 705.30
A.D. = +4.00
K = 5.00
BV
C
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:
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+
1
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5
0
LOW POINT ELEV = 705.40
LOW POINT STA = 0+27
20' VC
STA:0+51.76
ELEV:705.79
STA:0+27.00
ELEV:705.40
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35' BUILDING SETBACK
RIGHT OF WAY
702
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LINE OF SIGHT A
LINE OF SIGHT B
SIGHT DISTANCE RIGHT 610'
SIGHT DISTANCE LEFT 610'
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PR
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:
PERMIT DRAWINGS CS8500
BY
NO
.
DA
T
E
RE
V
I
S
I
O
N
S
FCSA1605
AS NOTED
TEAM
2019-01-04
DAF/ERS
SHEET
APPROVED BY
OF14 18
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.
AL
L
D
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E
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DAVID L. FRANK
Lic. No.1061
00 50'100'
N
O
R
T
H
SIGHT DISTANCE
SCALE: 1" = 50'
12"X8" TEE
( NOTE: 12" 90° MJ VERT. BEND BELOW SLAB)
8" G.V. (TYP) ON INLET LINE
8" MAG. FLOW METER (NIC)
8" ALTITUDE VALVE
CLA-VAL MODEL 210-03
8" GATE VALVE ON 8" INLET BYPASS LINE
(NOTE: THE BY-PASS PIPING SHALL BE INSTALLED
DIRECTLY ABOVE THE PRIMARY INLET PIPING)
12" 90° BASE ELBOW AT BOTTOM OF
12" INLET RISER PIPE
12" MAG. FLOW METER (NIC)
12" 90° BASE ELBOW AT BOTTOM OF
12" OUTLET RISER PIPE
12" 90° BASE ELBOW AT BOTTOM OF
12" OVERFLOW RISER PIPE
4" DRAIN LINE AND GV BETWEEN
OUTLET AND OVERFLOW RISERS
OVERFLOW OUTLET
2" G.V. (TYP.) ON 2"
LOW-FLOW BYPASS LINE
2" MAG. FLOW METER (NIC)
2" CHECK VALVE
12" G.V. (TYP.) ON OUTLET LINE
12" G.V. ON 12" OUTLET BYPASS LINE
12" 90° BEND
(NOTE: 12" 90° MJ VERT. BEND BELOW SLAB)
12"
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ELEVATED
STORAGE TANK
FFE = 708.00
OVERFLOW / DRAIN STRUCTURE
12" OVERFLOW /
DRAIN PIPE
12" CHECK VALVE
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FCSA1605
AS NOTED
TEAM
2019-01-04
DAF/ERS
SHEET
APPROVED BY
OF15 18
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.
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12VAC5-590-800. Disinfection.
All pipes, tanks, and equipment which can convey or store potable water shall be disinfected prior to
being placed in service. Plans and specifications shall outline the procedures and include the
disinfectant dosage, contact time, and method of testing the results of the procedure.
1. Forms of chlorine for disinfection.
a. Liquid chlorine. The use of liquid chlorine shall be acceptable only when suitable equipment is
available and only under the direction of a person trained to handle liquid chlorine. Emergency handling
equipment shall be provided.
It will normally require 4.2 lbs. of liquid chlorine (supplied under pressure in steel containers) to
produce a concentration of 50 mg/L of available chlorine in 10,000 gallons of water.
b. Calcium hypochlorite. Granular and tablet forms are available (both with 65% available chlorine). It
will normally require 6.5 lbs. of calcium hypochlorite to produce a concentration of 50 mg/L of
available chlorine in 10,000 gallons of water.
c. Sodium hypochlorite. This is supplied in strengths of 5.25% to 16% available chlorine. The required
amount of sodium hypochlorite to produce a 50 mg/L concentration of available chlorine in 10,000
gallons of water can be calculated from the following formula:
____50____
% available chlorine
2. Methods of disinfection other than chlorination may be considered by the division on a case-by-case
basis.
3. Testing of water following disinfection:
a. All chlorine residual determinations shall be made using only those methods approved by the
division; and
b. Two water samples for bacteriological analysis must be collected at least 24 hours apart and analyzed
by a certified laboratory. The results of these samples must indicate no coliform contamination before
the pipe, tanks, or equipment can be utilized as part of the waterworks. If contamination is indicated,
then the disinfection procedure must be repeated.
12VAC5-590-1080. General.
N. All finished water storage facilities shall be cleaned to remove all dirt and loose materials prior to
disinfection of the structure. Only potable water shall be used to clean and rinse the water storage
facilities. All equipment including brooms, brushes, spray equipment and workmen's boots shall be
disinfected before they are used to clean the storage facilities.
O. All finished water storage facilities shall be satisfactorily disinfected prior to being placed in
operation. The disinfection of the storage facilities shall be repeated until it is determined, by
bacteriological testing, that the water is free of coliform bacteria.
1. One of the following disinfection methods shall be used. Other methods of disinfection may be
approved on a case-by-case basis by the division.
a. The tank shall be filled to the overflow level with potable water to which enough chlorine has been
added to produce an initial chlorine concentration of 50 mg/L in the full tank. The full tank should stand
for 24 hours; however, in no case shall it stand less than six hours. At the end of the holding period, the
chlorinated water shall be drained to waste, the tank refilled with potable water, and tested for
satisfactory bacteriological quality before placing the tank in service.
b. All interior surfaces of the tank shall have applied a chlorine solution containing at least 200 mg/L of
free available chlorine. The chlorine solution shall be applied with either spray equipment or brushes.
Any equipment used to apply the chlorine solution shall either be new or previously used only for
disinfection purposes. The chlorine solution shall remain in contact with the tank surfaces for at least 30
minutes. The tank shall then be filled with potable water to the overflow level and tested for satisfactory
bacteriological quality before placing the tank in service; or
c. Potable water containing a free chlorine residual of 50 mg/L shall be placed in the tank to such a
depth that when the tank is filled, the resulting chlorine concentration in the water will be at least two
mg/L. The water containing 50 mg/L of chlorine shall stand in the tank for 24 hours. The tank shall
then be filled with potable water and allowed to stand for 24 additional hours. At the end of the second
24 hour period, the chlorine residual shall be at least two mg/L. After analyses of the water for
satisfactory bacteriological quality, the tank may be placed in service without draining the water used to
disinfect it.
2. Testing of the water following disinfection shall be in accordance with 12VAC5-590-800
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FCSA1605
AS NOTED
TEAM
2019-01-04
DAF/ERS
SHEET
APPROVED BY
OF16 18
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.
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NOT TO SCALE
1
2
3" CRUSHED
ROCK BACKFILL
GRAY & BENTONITE
SEAL STRIPS. APPLY
AS OUTLINED IN THE
BUILDERS GUIDE.
FOR FOUNDATION CONCRETE
REINFORCEMENT STEEL
REFER TO THE PROJECT
SUBMITTAL DOCUMENTATION.
12"
18.0"
6'-0" OR LESS
PIPE PENETRATION
CONCRETE PROFILE AT
TOP OF FOOTING
FOOTING O.D.
TANK FOUNDATION
SHEET
FOOTING I.D.
TOP OF
FOOTING
FLOOR REBAR
THIS IS A TYPICAL PIPE
PENETRATION DETAIL THROUGH
THE FOUNDATION FLOOR WHEN
THE PIPE IS LOCATED 6'-0"
OR LESS FROM THE TANK
INSIDE WALL.
TYPICAL FOR 8" INLET PIPE.
FLANGED 90° BEND
6"
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FCSA1605
AS NOTED
TEAM
2019-01-04
DAF/ERS
SHEET
APPROVED BY
OF17 18
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.
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MIN. DOWNSTREAM WIDTH = 12'
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UNDERLAY WITH GEOTEXTILE
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MIN. DOWNSTREAM WIDTH = 11.25'
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PIN 87-A-102A
FREDERICK COUNTY SANITATION AUTHORITY
INST. 190000230
15' BUILDING SETBACK
LIMITS OF DISTURBANCE
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ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
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--
-
-
NORT
H
DAVID L. FRANK
Lic. No.1061
TREE PLANTING TYPICAL MULCH EDGING DETAIL
GENERAL CONDITIONS:
MAINTENANCE OF LANDSCAPING NOTES:
PARKING LOT LANDSCAPE CALCULATIONS:GENERAL PLANT LIST
GENERAL LANDSCAPING NOTES: