HomeMy WebLinkAbout01-19 Site PlanBRUCETOWN ROAD
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FREDC18003
AS NOTED
TEAM
2018-12-11
DLF
SHEET
APPROVED BY
OF1 12
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
COUNTY OF FREDERICK, VIRGINIA
107 NORTH KENT STREET
WINCHESTER, VIRGINIA 22601
(540) 665-5600
CLEARBROOK PARK PARKING EXPANSION
SITE PLAN
FREDC18003
FREDERICK COUNTY, VIRGINIA
DECEMBER 11, 2018
REVISED JANUARY 22, 2019
LOCATION MAP
Scale: 1" = 500'
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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):
PREPARED BY:
PENNONI ASSOCIATES INC.
117 East Piccadilly Street
Winchester, VA 22601
T 540.667.2139
F 540.665.0493
DAVID L. FRANK
Lic. No.1061
SP# 01-19
STONEWALL MAGISTERIAL DISTRICT
IFB# 2019-11C
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Sheet List Table
Sheet Number Sheet Title
1 COVER SHEET
2 NOTES AND LEGENDS
3 EXISTING CONDITIONS
4 DEMOLITION PLAN
5 OVERALL PLAN
6 SITE AND GRADING PLAN
7 EROSION AND SEDIMENT CONTROL PLAN
8 EROSION AND SEDIMENT CONTROL DETAILS AND NARRATIVE
9 SITE DETAILS
10 LANDSCAPE PLAN
11 LANDSCAPE DETAILS
12 LIGHTING PLAN
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FREDC18003
AS NOTED
TEAM
2018-12-11
DLF
SHEET
APPROVED BY
OF2 12
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
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.
3418 MARTINSBURG PIKE
33 A 162B
NO CHANGE IN PROPOSED USE
0.98 ACRES
TAX IDENTIFICATION NUMBER
SITE DEVELOPMENT SUMMARY
SITE ADDRESS
CURRENT USE
PROPOSED USE
DISTURBED AREA
POOL / PARK
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
RAEXISTING ZONING
BUILDING RESTRICTION LINEBRL
PROPOSED PARKING SPACES
PARKING SETBACKS
FROM RIGHT-OF-WAY 10'
REQUIRED PROVIDED
N/AFROM PROPERTY LINE 5'57'
STONEWALL MAGISTERIAL DISTRICTMAGISTERIAL DISTRICT
PRESENT OWNER
1.THE AUTHORITY'S WATER AND SEWER STANDARDS AND SPECIFICATIONS ARE AVAILABLE AT
HTTPS://FREDERICKWATER.COM/
2.THE CONTRACTOR SHALL ADHERE TO THE STANDARDS AND SPECIFICATIONS IN EFFECT AT THE TIME
OF CONSTRUCTION.
3.THE CONTRACTOR SHALL COORDINATE WITH AND ARRANGE FOR INSPECTION BY THE AUTHORITY.
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 AUTHORITY SHALL FURNISH ALL NEEDED MATERIAL 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 AUTHORITY'S INSPECTOR.
7.THE AUTHORITY'S MAINTENANCE DIVISION SHALL FURNISH AND INSTALL ALL WATER METERS
THROUGH 2" 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 TO BE
BETWEEN 18 AND 21 INCHES.
D.ALL COMPONENTS OF THE METER BOX ASSEMBLY SHALL BE IN PROPER WORKING ORDER.
8.FOR SERVICES THAT CONNECT TO EXISTING LINES:
A. THE AUTHORITY 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 AUTHORITY'S ENGINEERING ASSISTANT
2. SUBMIT AN APPLICATION FOR SERVICE AND PAY THE REQUIRED FEES.
9.ALL WATER SERVICE LINES MUST HAVE A BACKFLOW PREVENTION ASSEMBLY (DOUBLE CHECK VALVE
OR RPZ, AS REQUIRED). THE ASSEMBLY MUST MEET ASSE STANDARD NO. 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 NO. 1048 OR 1047. ANY
EXTERIOR, PRIVATELY OWNED FIRE LINE SHALL ALSO HAVE A FIRE SERVICE METER. THIS ASSEMBLY
SHALL BE INSTALLED IMMEDIATELY BEFORE THE BACKFLOW PREVENTION UNIT. RADIO READ REMOTES
ARE REQUIRED.
11.THE AUTHORITY 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. FCSA REQUIRES A COPY OF DEQ'S CERTIFICATE
TO OPERATE AND A COPY OF THE STATION'S DEQ APPROVED O&M MANUAL. THESE DOCUMENTS
MUST BE RECEIVED BEFORE SUBSTANTIAL COMPLETION IS ISSUED AND WATER METERS RELEASED.
OCT 2011
FREDERICK WATER
44.02 ACRESTOTAL PARCEL ACREAGE
32,048.81 SF. IMPERVIOUS AREA
117 SPACES
20. ANY OUTDOOR SITE LIGHTING SHALL BE IN CONFORMANCE WITH SECTION 165-201.07 OF THE FREDERICK
COUNTY CODE.
NO ADDITIONAL DEMANDS FROM PROPOSED USEWATER AND SEWER DEMAND
WATER AND SEWER DEMAND
FREDERICK COUNTY, VIRGINIA
DB.# / PG.# UNAVAILABLE
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 33 A 162B AND ZONED RA. THE PROPERTY IS OWNED BY FREDERICK COUNTY. THE DEED BOOK/PAGE
NUMBER IS UNAVAILABLE.
3. BOUNDARY AND TOPOGRAPHIC INFORMATION DEPICTED HEREON ARE A COMPILATION OF A FIELD SURVEY
PREPARED BY MARSH & LEGGE ON OCTOBER 4, 2018 AND A SURVEY PREPARED BY MARSH & LEGGE IN
SUMMER 2002. 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 3.38 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 51069C0150D AND 51069C0250D, 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.
EXISTING PARKING SPACES 203 SPACES
TOTAL PARKING SPACES 320 SPACES
PROPOSED H.C. PARKING SPACES 4
EXISTING H.C. PARKING SPACES 7 (4 VAN ACCESSIBLE)
TOTAL H.C. PARKING SPACES 11 (4 VAN ACCESSIBLE)
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
SIGNAGE
THERE IS NO NEW, PROPOSED, OR MODFICATION TO EXISTING SIGNAGE WITH THIS SITE PLAN.
REQUIRED H.C. PARKING SPACES 8 (2 VAN ACCESSIBLE)
ANY FUTURE SIGNAGE WILL CONFORM WITH SECTION 165-201.06 OF THE FREDERICK COUNTY ZONING ORDINANCE. MONUMENT SIGNAGEREQUIRES A SEPARATE BUILDING PERMIT FOR CONSTRUCTION.
PER ITE TRIP GENERATION MANUAL (4TH EDITION), 5.6 VEHICLE TRIPS PER
ACRE ARE GENERATED FOR COUNTY PARK USE ON A WEEKEND DAY.
PARK SITE AREA (MINUS LAKE AREA) RESULTS IN A TOTAL VEHICLE TRIP
COUNT OF 218. WITH THE PARKING LOT ADDITION A TOTAL OF 320 SPACES
IS ACHEIVED.
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AS NOTED
TEAM
2018-12-11
DLF
SHEET
APPROVED BY
OF3 12
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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DAVID L. FRANK
Lic. No.1061
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XXX
X
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EX. TREE TO BE REMOVED (TYP.)121 LF. CONC. CURB AND GUTTER
TO BE REMOVED
40 SF. ASPHALT TO BE REMOVED
109 SF. ASPHALT TO BE REMOVED
136 SF. CONC.
TO BE REMOVED
5 SF. ASPHALT TO BE REMOVED
6,772 SF. WOODLANDS
TO BE REMOVED
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AS NOTED
DKV
2018-12-11
DLF
SHEET
APPROVED BY
OF4 12
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
C1
C2
L1 L
2 L3 L4
FRAMESHED
FRAMEGARAGE
FRAMESHED
VA. SEC. ROUTE 672 - BRUCETOWN ROAD
(30' PRESCRIPTIVE R/W)
PIN 33-A-162B
COUNTY OF FREDERICK
(CLEARBROOK PARK)
DB 396 PG 58
DB 742 PG 816
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PROPOSED PARKING
LOT EXPANSION
EXISTING POOL
VA. SEC. ROUTE 672 - BRUCETOWN ROAD
(30' PRESCRIPTIVE R/W)
US
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EXISTING POND
PIN 33-A-162BCOUNTY OF FREDERICK(CLEARBROOK PARK)DB 396 PG 58DB 742 PG 816
PIN 33-A-162AFREDERICK COUNTYVIRGINIADB 727 PG 807
PIN 33-A-151BILLY L. &MARY L. MILLERDB 334 PG 419
PIN 33-A-150CECIL R. &BRENDA D. CAMPBELLDB 446 PG 468
PIN 33-A-149CLEARBROOK VOLUNTEERFIRE DEPARTMENT, INC.DB 250 PG 487ZONED RAUSE: RESIDENTIAL ZONED RAUSE: RESIDENTIAL ZONED RAUSE: RESIDENTIAL ZONED RAUSE: RESIDENTIAL
PIN 33-A-144GLOBAL STONE CHEMSTONE CORP.DB 934 PG 1838ZONED EMUSE:INDUSTRIAL
PIN 33-A-144GLOBAL STONE CHEMSTONE CORP.DB 934 PG 1838ZONED EMUSE:INDUSTRIAL
PIN 33-A-162THE OLDE WOOLEN MILL LLC.INST. 110002895ZONED B2USE: COMMERCIAL
PIN 33-A-158CLEARBROOK PRESBYTERIAN
DB./PG. UNAVAILABLEZONED RAUSE: RESIDENTIAL
CHURCH
PIN 33-A-159ALLEN B. JOBE ETALSINST. 010016596ZONED RAUSE: RESIDENTIAL
PIN 33-A-160ALLEN B. JOBE ETALSINST. 010016596ZONED RAUSE: RESIDENTIAL
PIN 33-A-161ALLEN B.& VELDA D. JOBE
INST. 030022823ZONED RAUSE: RESIDENTIAL
MARY A. JOBE ETALS
ZONED: RAUSE: PARK
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PROPOSED
PARKING LOT
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FREDC18003
AS NOTED
TEAM
2018-12-11
DLF
SHEET
APPROVED BY
OF5 12
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
LIMITS OF DISTURBANCE
LIMITS OF DISTURBANCE
LIMITS OF DISTURBANCE
SHED
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2
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FREDC18003
AS NOTED
DKV
2018-12-11
DLF
SHEET
APPROVED BY
OF6 12
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
SECTION FOR CONCRETE SIDEWALK
(NTS)
8" DENSE GRADED STONE (21B)
2" SURFACE COURSE (SM 12.5A)
COMPACTED SUBGRADE
COMPACTED SUBGRADE
4" DENSE GRADED STONE (21B)
4" CONCRETE
SECTION FOR ASPHALT PAVEMENT
FOR PARKING LOT
(NTS)
NOTE: ALL WATER VALVES AND METERS SHALL BE RAISED TO
MEET EXISTING GRADE.
P.I.N. 33-A-162B
COUNTY OF FREDERICK
V
A
N
V
A
N
VA
N
VA
N
SSF
SSF
SSF SF
SF
SSF
SSF
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LOD
LOD
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32B
6C
P.I.N. 33-A-162B
COUNTY OF FREDERICK
V
A
N
V
A
N
VA
N
VA
N
PS
PS
CE
SSF
SSF
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SF
SSF
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CS300
BY
NO
.
DA
T
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V
I
S
I
O
N
S
FREDC18003
AS NOTED
TEAM
2018-12-11
DLF
SHEET
APPROVED BY
OF7 12
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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Lic. No.1061
EROSION AND SEDIMENT CONTROL PLAN PHASE I
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SOIL DATA
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CONTROL LEGEND
NOTE:
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2018-12-11
DLF
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
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DAVID L. FRANK
Lic. No.1061
HANDICAP SIGN DETAIL
NOT TO SCALE
CONCRETE WHEEL STOP
SCALE: NTS
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FREDC18003
AS NOTED
TEAM
2018-12-11
DLF
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
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DAVID L. FRANK
Lic. No.1061
9
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TEAM
2018-12-11
DLF
SHEET
APPROVED BY
OF10 12
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
LEGEND
SHRUB PLANTING
TREE PLANTING
TYPICAL MULCH EDGING DETAIL
GENERAL CONDITIONS:
MAINTENANCE OF LANDSCAPING NOTES:
PARKING LOT LANDSCAPE CALCULATIONS:
GENERAL PLANT LIST
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DKV
2018-12-11
DLF
SHEET
APPROVED BY
OF11 12
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
5' PARKING SETBACK
PROP.
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FREDC18003
AS NOTED
DKV
2018-12-11
DLF
SHEET
APPROVED BY
OF12 12
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
#4 STEEL REINFORCEMENT BARS
LIGHT POLE
PLAN POLE HEIGHT = 20 FT.
TIES @ 1'-6" O.C.
WITH COVER PLATELIGHT POLE BASE
#3 STEEL REINFORCEMENT
OFF SITE
TO PREVENT LIGHT SPILLAGE
1" TOOLED EDGES
SURFACE OF CONCRETE
HAND RUB FINISH ON
ALL FIXTURES TO BE SHIELDED
SHOE BOX, DOWNCAST LIGHT FIXTURES REQUIRED.
18" Ø CONCRETE BASE
CIRCLE PER MANUFACTURER'S
WITH LIGHT POLE. BOLT SIZEANCHOR BOLTS FURNISHED
BEARING GROUT
RECOMMENDATION.
PROJECTION AND BOLT
NONSHRINK LOAD
BELOW GRADE TO PANEL.P.V.C. CONDUIT AT 2'-6"
18"
ALL UNDERGROUND WIRINGTO BE IN NON-METALLIC CONDUIT
NOTE:
2'
-
0
"
3'-0"
GRADEFACE OF
SURFACES.EXPOSED CONCRETE
AND FILL IN VOIDS.
CURB
SMOOTH FINISH ON ALL
TIES @ 1'-6" O.C.#3 STEEL REINFORCEMENT
ROD. BOND TO POLE.8' GALVANIZED GROUND
BARS 4'
-
6
"
#4 STEEL REINFORCEMENT
LIGHT POLE FOUNDATION DETAIL
WITH TAPERED TUBULAR SEAMLESS SHAFT
LIGHT POLE TO BE GALVANIZED STEEL
SO THAT DIRECT OR REFRACTED LIGHT FROM THEFIXTURE IS NOT VISABLE FROM OFF-SITE.
RAB 150 WATT TYPE 3 LED FIXTURE - MOUNTING HEIGHT-22'
ALL EXTERIOR LIGHT FIXTURES SHALL BE SHIELDED
LIGHTING FIXTURES SHALL BE
(2' BASE + 20' POLE)
ALL LIGHTING WILL CONFORM TO SECTION 165-201.07,
OUTDOOR LIGHTING STANDARDS, OF THE FREDERICK
COUNTY ZONING ORDINANCE.