HomeMy WebLinkAbout05-19 Site PlanU:
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FREDC18001
AS NOTED
KLM
2018-12-05
DLF
SHEET
APPROVED BY
OF1 7
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
NORTHWESTERN REGIONAL ADULT DETENTION CENTER
C/O FREDERICK COUNTY
107 N. KENT STREET
WINCHESTER, VIRGINIA 22601
(540) 665-5643
FREDERICK COUNTY ANIMAL SHELTER BUILDING EXPANSION
SITE PLAN
SP# 05-19
FREDERICK COUNTY, VIRGINA
ORIGINAL SUBMISSION: DECEMBER 5, 2018
REVISED MARCH 22, 2019
LOCATION MAP
Scale: 1" = 1,000'
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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
PERMIT DRAWINGS
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Sheet List Table
Sheet Number Sheet Title
1 COVER SHEET
2 NOTES AND LEGENDS
3 EXISTING CONDITIONS AND DEMOLITION PLAN
4 SITE AND GRADING PLAN
5 EROSION AND SEDIMENT CONTROL PLAN
6 EROSION AND SEDIMENT CONTROL DETAILS
7 SITE DETAILS
STONEWALL MAGISTERIAL DISTRICT
DAVID L. FRANK
Lic. No.1061
3-25-2019
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PERMIT DRAWINGS
CS001
BY
NO
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DA
T
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RE
V
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I
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N
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FREDC18001
AS NOTED
KLM
2018-12-05
DLF
SHEET
APPROVED BY
OF2 7
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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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.
CG-6
CONCRETE
LIMITS OF CLEARING AND GRADING
DESCRIPTION
A
8"
STORM SEWER
WATERLINE
690.50+SPOT ELEVATION
CONTOURS
DROP INLET
SANITARY SEWER WITH MANHOLE
PROPERTY LINE
UTILITY POLE
SIGN POST
S
EXISTING
690
X (690.50)
690
8"
LEGEND
W
NEW
GATE VALVE
FIRE HYDRANT ASSEMBLY
GAS LINEG
W
BUILDING
CG-6R
HY D
H Y D
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 STATIONEND 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 WAYON CENTEROCOCEW
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
BUILDING RESTRICTION LINEBRL S
UNDERGROUND ELECTRIC SERVICEE
TELEPHONE LINET
LIGHT POLE
20. ANY OUTDOOR SITE LIGHTING SHALL BE IN CONFORMANCE WITH SECTION 165-201.07 OF THE FREDERICK
COUNTY CODE.
DAVID L. FRANK
Lic. No.1061
3-25-2019
SITE DEVELOPMENT SUMMARY
DEVELOPER / OWNER
NORTHWESTERN REGIONAL ADULT DETENTION CENTER C/O FREDERICK COUNTY
SUBJECT PROPERTIES
NORTHWESTERN REGIONAL JAIL AUTHORITY
INST# 19145
CURRENT ZONING M1
CURRENT USE ANIMAL SHELTER
PIN 54-A-92B
DISTRICT STONEWALL MAGISTERIAL DISTRICT
ADDRESS 161 FORT COLLIER ROAD
PROPOSED USE ANIMAL SHELTER
TOTAL SITE AREA 31.78 AC.
DISTURBED AREA 0.40 AC. (SP#05-19)
IMPERVIOUS AREA 0.20 AC. (SP#05-19)
BUILDINGS (GFA)
1 STORY BLDG.2,190 SF
TOTAL 2,190 SF
FLOOR AREA RATIO
FAR ALLOWED 1.00
TOTAL FLOOR AREA PROP. 2,190 SF
TOTAL SITE AREA 1,384,337 SF
FAR PROPOSED 0.002
CURRENT FAR 0.039
TOTAL FAR 0.042
MAX. BUILDING HEIGHT 60 FT
PROP. BUILDING HEIGHT 19 FT
MONUMENT SIGN:NONE PROPOSED AT THIS TIME
AREA: 50 SF. (MAX)
HEIGHT: 12' (MAX)
YARDS & SETBACKS REQ. PROVIDED
FRONT SETBACK 75'332.49'
SIDE YARD 25'162.38'
REAR SETBACK 25'131.72'
PARKING
PREVIOUS PARKING 30 SPACES (2 ADA)
PROPOSED PARKING 7 SPACES
TOTAL PARKING 37 SPACES (2 ADA)
COMMERCIAL LOADING SPACES
REQUIRED 0 SPACES
PROVIDED 0 SPACES
GENERAL NOTES:
1. THIS PROJECT PROPOSES A MAXIMUM INCREASE OF 300 GPD IN WATER AND SEWER
DEMANDS.
2. PREVIOUS APPROVALS:
SP# 42-89
SP# 51-96
SP# 30-16
PROJECT DESCRIPTION AND STORMWATER MANAGEMENT NARRATIVE
THE ANIMAL SHELTER BUILDING EXPANSION SITE PLAN AMENDMENT PROPOSES THE
EXPANSION OF THE EXISTING FREDRICK COUNTY ANIMAL SHELTER FOR THE CONSTRUCTION
OF A TRAINING ROOM BUILDING ADDITION.
THE PROJECT PROPOSES A 0.4-ACRE LIMITS OF DISTURBANCE WITHIN A +/- 32CRE
FREDERICK COUNTY PARK SITE. THE PROPERTY IS CURRENTLY ZONED M1 AND IS IDENTIFIED
AS TAX MAP PARCEL 54 A 92B TOTALING 31.78 ACRES AND IS FURTHER IDENTIFIED WITH THE
ADDRESS OF 161 FORT COLLIER ROAD. RP ZONED RESIDENTIAL LOTS ARE LOCATED TO THE
EAST OF THE SUBJECT PROPERTY AND M1 ZONED LAND ON THE NORTH, SOUTH AND WEST
OF THE SUBJECT SITE. THE EXISTING FORT COLLIER ROAD ACCESS TO THE PROPERTY WILL
NOT BE IMPROVED.
THE STORMWATER FROM THE PROJECT WILL DRAIN VIA SHEET FLOW DIRECTLY INTO THE
EXISTING STORMWATER MANAGEMENT WET POND LOCATED WITHIN THE PROPERTY LIMITS.
THE EXISTING POND WILL CONTINUE TO PROVIDE THE STORMWATER MANAGEMENT
QUANTITY REQUIREMENTS FOR THE OVERALL PARK PROPERTY. NO IMPROVEMENTS ARE
PROPOSED FOR EXISTING DETENTION PONDING AREA WITH THIS PROJECT AND THIS
PROJECT WILL NOT ADVERSELY IMPACT DOWNSTREAM PROPERTIES. THIS PROJECT
COMPRISES OF LESS THAN 1 ACRE OF DEVELOPMENT AND IS EXEMPT FROM THE WATER
QUALITY DESIGN REQUIREMENTS OF THE 2014 REGULATIONS.
EXISTING
ANIMAL SHELTER
BUILDING
DB 768 PG 73
FORT COLLIER GROUP, L.C.
PIN 54-A-36A
ZONING: MI
USE: VACANT
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690
6
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2
682
6
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3
683
6
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4
684
686
687
688
689
691
692
693
684
6
8
4
68
2
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DB 768 PG 73
FORT COLLIER GROUP, L.C.
PIN 54-A-36A
ZONING: MI
USE: VACANT
EXISTING
ANIMAL SHELTER
BUILDING
DB 768 PG 73
FORT COLLIER GROUP, L.C.
PIN 54-A-36A
ZONING: MI
USE: VACANT
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685
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6
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6
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4
684
686
687
688
689
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692684
6
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2
683
21 LF. CONC. CURB AND
GUTTER TO BE REMOVED
EX. S/W
TO BE REMOVED
X
X
X X
X
X
X
XXX
X X X
X
X
X
X
EX. FENCE
TO BE REMOVEDTEST PIT TO LOCATE
AND DETERMINE
IF UTILITY WILL REQUIRE
TO BE RELOCATED
EX. BOLLARDS
TO BE REMOVED
EX. RIP RAP
EX. TREE TO BE
REMOVED
X X X
(2) EX. TREES
TO BE REMOVED
(9) EXISTING
PARKING LOT TREES
TO REMAIN
DB 768 PG 73
FORT COLLIER GROUP, L.C.
PIN 54-A-36A
ZONING: MI
USE: VACANT
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FREDC18001
AS NOTED
KLM
2018-12-05
DLF
SHEET
APPROVED BY
OF3 7
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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EXISTING CONDITIONS PLAN
SCALE: 1" = 20'
DEMOLITION PLAN
SCALE: 1" = 20'
3-25-2019
DAVID L. FRANK
Lic. No.1061
PERMIT DRAWINGS
7 SPACES
BOLLARDS WITH CHAIN
(SEE DETAIL SHEET 6)
CG-6R
CG-6
2
4
.
0
0
'
6.5' CONC. S/W
PROPOSED 2,190 SF.
BUILDING ADDITION
FFE= 684.50
4
8
'
48'
PROP. OVERHEAD
CANOPY
PROP. DOWNSPOUTS
EX. DOWNSPOUT
PROP. OVERHEAD
CANOPY. CANOPY
DOWNSPOUTS TO
BE CONNECTED TO
ROOFDRAINS
PROP.
DOWNSPOUTS
PROP. 70 LF
12" DIP ROOF DRAIN
@ 0.50%
9.00'
TYP.
PROPOSED ASPHALT
PAVEMENT
PROPOSED 4' CURB CUT
683.95 EX
PROPOSED 18" NYLOPLAST DRAIN BASIN
RIM = 684.30 INV. IN = 681.90 INV. OUT = 681.90
EX. DOWNSPOUT
PROPOSED 4'X12.5'
CONCRETE LANDING
(SEE ARCHITECTURAL
PLANS)
2
0
.
0
0
'
683
682
6
8
4
EX. 4" WATER LINE
EX. 4" SAN. LINE
PROP. 4"
WATER LINE
PROP. 4"
SANITARY LINE
PROP. 1 12" GAS
LINE EXTENSION
EXISTING GAS METER
COORDINATE WITH
GAS COMPANY ON
ADDITIONAL GAS
CONNECTED LOAD
1 12" GAS DOWN AND
UNDERGROUND WITH
MARKER TAPE PER CODE.
360 CFH GAS LOAD
6
8
3
6
8
2
PROP. 7 LF 12" PVC SDR 35
ROOF DRAIN @ 0.50%
INV. ELEV. = 681.94
45 DEGREE BEND
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NOSE DOWN CURB
PROPOSED GATEPROPOSED GATE
PROPOSED 8' GATE
PROPOSED VINYL
COATED CHAIN LINK
FENCE
683.85 EX
684.40 TC
684.50 EX
684.50 EX
684.50 EX
684.40 TC
684.32 TC
681.40 INV
683.90 TC
684.40
684.30
684.40
684.50
684.40
684.50 683.60
684.50
684.50
684.40
684.50 684.50
683.65
684.50
684.00
683.60
681.95 EX
682.93 EX
681.95 TC
4" 21-A STONE PAD
4' GATE
4' GATE
5' GRAVEL
LEAD WALK
8' GRAVEL
LEAD
WALK
1.0%
SLOPE
TYPICAL
CONTRACTOR LAY DOWN AREA
IF NEEDED (TO BE RESTORED
AT PROJECT CONCLUSION)
12" PVC TO DIP
COUPLING
PROP. 27 LF
12" PVC SDR 35
ROOF DRAIN @ 0.50%
PROP. OVERHEAD
CANOPY. CANOPY
DOWNSPOUTS TO
BE CONNECTED TO
ROOFDRAINS
EXISTING CAULKING
BETWEEN EXISTING
SIDEWALK AND
BUILDING TO BE
REPLACED
EX NO PARKING
FIRE LANE SIGN
PROP. NO PARKING
FIRE LANE SIGN
WALL MOUNTED LIGHT
MIRANDA WALL
SCONCE XWM FT
(OR APPROVED EQUAL)
SEE SHEET 7 FOR
DETAIL
EXISTING
ANIMAL SHELTER
BUILDING
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6
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6
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6
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2
683
PROPOSED LIMITS
OF DISTURBANCE
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PERMIT DRAWINGS
CS100
BY
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FREDC18001
AS NOTED
KLM
2018-12-05
DLF
SHEET
APPROVED BY
OF4 7
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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SITE AND GRADING PLAN
SCALE: 1" = 10'
GENERAL CONDITIONS:
PARKING LOT LANDSCAPE CALCULATIONS:
MAINTENANCE OF LANDSCAPING NOTES:
GENERAL LANDSCAPING NOTES:
GENERAL PLANT LIST
DAVID L. FRANK
Lic. No.1061
SITE LIGHTING NOTES:
1. ALL LIGHTING WILL CONFORM TO SECTION 165-201.07, OUTDOOR
LIGHTING STANDARDS OF THE FREDERICK COUNTY ZONING ORDINANCE.
2. NEW SITE LIGHTING SHALL BE FULL CUT-OFF WALL PACKS INSTALLED ON
THE FACE OF THE PROPOSED BUILDING. NO ADDITIONAL PARKING OR
LANDSCAPE LIGHTING IS PROPOSED OR SHOWN HEREON.
3-25-2019
EXISTING
ANIMAL SHELTER
BUILDING
DB 768 PG 73
FORT COLLIER GROUP, L.C.
PIN 54-A-36A
ZONING: MI
USE: VACANT
O
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B
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#
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685
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6
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2
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6
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3
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6
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4
684
686
687
688
689
691
692684
6
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4
68
2
683
SSF
SSF
LOD
LOD32B
SAF
EXISTING
ANIMAL SHELTER
BUILDING
DB 768 PG 73
FORT COLLIER GROUP, L.C.
PIN 54-A-36A
ZONING: MI
USE: VACANT
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6
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6
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687
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SSF
SSF
LOD
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PS
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PS
SAF
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CS200
BY
NO
.
DA
T
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RE
V
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S
I
O
N
S
FREDC18001
AS NOTED
KLM
2018-12-05
DLF
SHEET
APPROVED BY
OF5 7
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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EROSION AND SEDIMENT CONTROL PLAN PHASE I
SCALE: 1" = 25'
EROSION AND SEDIMENT CONTROL PLAN PHASE II
SCALE: 1" = 25'
NOTES:
EROSION AND SEDIMENT
CONTROL LEGEND
SOIL DATA
NOR
T
H
3-25-2019
DAVID L. FRANK
Lic. No.1061
PERMIT DRAWINGS
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--
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PERMIT DRAWINGS CS201
BY
NO
.
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T
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V
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I
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N
S
FREDC18001
AS NOTED
KLM
2018-12-05
DLF
SHEET
APPROVED BY
OF6 7
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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S
EROSION AND SEDIMENT CONTROL NARRATIVE
”
SEEDING NOTES:
3-25-2019
DAVID L. FRANK
Lic. No.1061
TREE PLANTING TYPICAL MULCH EDGING DETAIL
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--
-
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PERMIT DRAWINGS
CS300
BY
NO
.
DA
T
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RE
V
I
S
I
O
N
S
FREDC18001
AS NOTED
KLM
2018-12-05
DLF
SHEET
APPROVED BY
OF7 7
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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7"
2'-0"6"
13
"
4"
6"
1":1'
3-25-2019
DAVID L. FRANK
Lic. No.1061