HomeMy WebLinkAbout06-23 Site Plan rev 022024EX. SAN MH
RIM=1038.23
8" PVC INV.=1032.08
G 1043.90
G 1043.57
G 1039.41
G 1037.94
G 1034.38
G 1034.27
G 1034.26
G 1034.87
G 1034.72
G 1034.21
G 1032.74
G 1031.87
G 1029.01
G 1034.09
G 1035.83
G 1035.42
G 1034.22
G 1032.25
G 1034.35
G 1034.92
G 1034.14
G 1033.03
G 1033.31
G 1034.19
G 1036.67
G 1038.64
G 1037.71
G 1037.57
G 1036.07
G 1035.52
G 1035.30G 1035.27G 1035.19G 1035.10
G 1032.27
G 1031.88
G 1032.70
G 1033.57
G 1035.59
EX. TWO-STORY
F.F.=1050.58
9,300 SF BLDG.
EX. 200' SETBACK MARKED BY OTHERS
EX. SWIMMING
POOL
SS EX. EDGE OF
GRAVEL
G 1049.60 G 1049.43
G 1037.36
EX. EDGE OF
GRAVEL
EX. TREELINE
EX. EDGE OF GRAVEL
(TO REMAIN)
EX. EDGE OF
GRAVEL (TO
REMAIN)
EX. CONC.
EX. GRAVEL
(TO REMAIN)
EX. GRAVEL
(TO REMAIN)
EX. ASPHALT
(TO REMAIN)
EX. PARKING
SPACES (TYP.)
EX. EDGE OF
ASPHALT (TO
REMAIN)
EX. EDGE OF GRAVEL
(TO REMAIN)
EX. GRAVEL
(TO REMAIN)
EX. ASPHALT
(TO REMAIN)
EX. EDGE OF
ASPHALT (TO
REMAIN)
EX. EDGE OF
GRAVEL
EX. CONC.
S
S
S
S
S
S
S
APPR
O
X
.
L
O
C
.
E
X
.
8
"
P
V
C
S
A
N
.
OH
OH
OH
OH
E
EX. CABIN
F.F.=1046.78
EX. CONC.
EX. S/W
EX. S/W
EX. CONC.EX. HVAC
UNIT (TYP.)EX. ELEC.
METER
EX. VALVE
BOX
EX. CO
EX. CO
EX. HANDICAP
SIGN
EX. RIP-RAP
EX. 200' SETBACK MARKED BY OTHERS
G 1048.25
G 1048.43
G 1049.40
G 1050.32
G 1050.36
G 1050.21
G 1049.89
G 1050.09
G 1049.91
C/O SLSLADVENTURE LOOP
(PROPOSED STREET)WPROP. 4"
SAN. LAT.
PROP. 90°
BEND
(TYPICAL)
EX.
WATERLINE
PROP. TEE
(TYPICAL)
LIMITS OF
DISTURBANCE
(0.50 AC)
LIMITS OF
DISTURBANCE
(0.50 AC)
EX. GRAVEL DRIVEWAY TO
SERVE AS CONSTRUCTION
ENTRANCE
PROP.
32'X16' CABIN
FFE=1048.25 16.0'32.0'
PROP.
32'X16' CABIN
FFE=1048.25 16.0'32.0'
PROP.
32'X16' CABIN
FFE=1048.25 16.0'32.0'
PROP.
32'X16' CABIN
FFE=1048.25 16.0'32.0'
SLSLSLSLSLSLSLSLSLSLSLSLSLSLSLSLSLSLSL
SLC/OSLC/OSLC/OSLC/O
S
L
C/O
C/O
WWWWWWWWWWWWWWWWWWWWWWWWWPROP. 4' CONC.
SIDEWALK
PROP.
WATER
SERVICE
PROP. 4"
SAN. LAT.
(TYP)
PROP. 6"
SAN. LAT.
X
X
X
X X X X X X X X X X X X X X X X X X X X X
XXXXXSF
SF
SF
5.0'ADA
PROP.
37'X16' CABIN
FFE=1048.50 16.0'37.0'
EX.
WATERLINE
PSPS
PS C/O
1048%2.0MATCH EXISTING
GRADE AT S/W
104610461046 1046
EXISTING ADA
PARKING AREA
FOR USE WITH
PROP. CABINS
G 1048.50
G 1048.25
ADJACENT OWNERS
(SEE VICINITY MAP FOR REFERENCE)
1.CKW RENTALS, LLC
311 MUSE ROAD
GORE, VA 22637
ZONED: RA
2.CKW RENTALS, LLC
310 MUSE ROAD
GORE, VA 22637
ZONED: RA
3.DIXON WILLIAM K
7305 WESTWOOD DRIVE
FREDERICK, MD 21701
ZONED: RA
4.TRIPLETT, SHAWN R
P.O. BOX 234
GORE, VA 22637
ZONED: RA
5.HAYES, JAMES C ETALS
121 BAILEY LANE
PURCELLVILLE, VA 20131
ZONED: RA
6. HAYES, JAMES C ETALS
121 BAILEY LANE
PURCELLVILLE, VA 20131
ZONED: RA
7.HAYES, JAMES C ETALS
121 BAILEY LANE
PURCELLVILLE, VA 20131
ZONED: RA
SCALE: 1"=20'
402020100
GENERAL NOTES
1.PROJECT DESCRIPTION: THIS PROJECT CONSISTS OF THE ESTABLISHMENT OF CABINS ON AN 85.73 ACRE TRACT OF LAND IN
FREDERICK COUNTY, VA. THIS PROJECT PROPOSES 0.50 ACRES OF DISTURBANCE. THE SITE IS CURRENTLY OCCUPIED BY A
RELIGIOUS RETREAT CENTER. THIS APPLICATION PROPOSES TO ADD SIX (6) CAMPSITE-STYLE CABINS (REVISION: ONE (1)
SHOWN AS EXISTING).
2.PROPERTY ADDRESS:1794 BACK CREEK ROAD
GORE, VA 22637
3.PINS: 37-A-46 TOTAL ACREAGE: 85.73 ACRES
OWNER: PINE CREEK, INC.
1794 BACK CREEK ROAD
GORE, VA 22637
EMAIL: NATEJ@PINECREEKRETREAT.ORG
APPLICANT:PINE CREEK, INC.
1794 BACK CREEK ROAD
GORE, VA 22637
EMAIL: NATEJ@PINECREEKRETREAT.ORG
ENGINEERS:CARSON LAND CONSULTANTS
45 MAIN STREET, 1ST FLOOR
WARRENTON, VA 20186
540-347-9191 / JIM@CARSONLC.COM
CONTACT: JIM CARSON
4.PREVIOUS APPROVED PLAN REFERENCES: SITE PLAN #38-16 AND SITE PLAN #06-23.
5.EXISTING ZONING: RA (RURAL AREAS)
6.PROPOSED ZONING:RA (RURAL AREAS)
7.EXISTING USE: RELIGIOUS RETREAT AND LODGING
8.PROPOSED USE: RELIGIOUS RETREAT AND LODGING
9.FIELD SURVEY BY CARSON LAND CONSULTANTS, ON FEBRUARY 9, 2023 AND SUPPLEMENTAL FIELD SURVEY ON JAN. 26, 2024,
NO TITLE REPORT FURNISHED.
10.THERE IS AN EXISTING SELF CONTAINED SEWER SYSTEM ON THE SITE, THAT WILL BE UTILIZED BY THE PROPOSED CABINS.
11.THE PROPERTY IS NOT LOCATED WITHIN A KNOWN 100-YEAR FLOODPLAIN, AS SHOWN ON BOTH FEMA FLOOD INSURANCE RATE
MAP 51061C0175C, DATED FEBRUARY 6, 2008, AND FEMA FLOOD INSURANCE RATE MAP 51069C0175E, DATED JANUARY 29, 2021.
THE PROPERTY IS LOCATED IN ZONE X. THIS DOES NOT CONSTITUTE A FLOOD STUDY BY THIS FIRM.
12.CONSTRUCTION STANDARDS SHALL CONFORM TO FREDERICK COUNTY STANDARDS.
13.NO LIGHTING IS PROPOSED WITH THIS PLAN.
14.NO ADDITIONAL SIGNAGE OR LANDSCAPING IS REQUIRED WITH THIS APPLICATION.
15.ALL DWELLING UNITS SHALL BE EQUIPPED WITH SMOKE ALARMS AND PORTABLE FIRE EXTINGUISHERS.
16.ALL PROPOSED BUILDING SHALL COMPLY WITH THE 2018 VIRGINIA UNIFORM STATEWIDE BUILDING CODE, SECTION 310.2
(RESIDENTIAL GROUP R-1). OTHER CODES THAT APPLY ARE ICC/ANSI A117.1-2009 ACCESSIBLE AND USABLE BUILDINGS AND
FACILITIES, INTERNATIONAL FIRE CODE 2018, VIRGINIA ENERGY CODE 2018, VIRGINIA PLUMBING CODE 2018, VIRGINIA
MECHANICAL CODE 2018 AND THE NEC.
17.ALL BUILDING THRESHOLDS SHALL NOT EXCEED 1
2".
ZONING TABLE
3-401 MAXIMUM DENSITY (DU/AC)
USE LIMITATIONS
3-402 MINIMUM LOT SIZE
3-403 MINIMUM LOT WIDTH
3-404 MINIMUM FRONT YARD
3-405 MINIMUM SIDE & REAR YARD
3-406 MAXIMUM BUILDING HEIGHT
PARCEL ZONING:_______________
Z.0. 165-401.05 - 165.401.09
60 FT
5 AC
100 FT
35 FT
0.2
RA
50 FT
1521 FT
85.73 AC
564 FT
35 FT
0.07
1,518 FT
REQ. RA PR. RA
1"=20'
1
MINOR
SITE PLAN
AMENDMENT
VICINITY MAP
SCALE 1"=2000'
C Copyright 2023 Carson Land Consultants PROJECT #
OF
SHEET
SCALE:
DESCRIPTION
REVISIONS
DATE
DATE:
ENGINEER'S SEALCivil Engineering45 Main Street(540) 347-9191Warrenton VA 20186Land SurveyingLand Planningwww.CarsonLC.comLAND CONSULTANTSISSUED FOR
PERMIT
GORE, VIRGINIAPINE CREEK CAMPSITEAMENDMENT TO MINOR SITE PLAN #06-23PLAN REVISIONS BY OWNER 02/10/2024
02/10/2024 GAINESBORO MAGISTERIAL DISTRICTFREDERICK COUNTY23011-020 PINE CREEK MINOR SITE PLAN AMENDMENT3 1
STD. VDOT CG-12, CURB RAMP
PATH (DIRT, GRAVEL, CRUSHED STONE, ETC.)
TREE LINE
LIMITS OF CLEARING & GRADING
PROPOSED SANITARY SEWER
SANITARY SEWER (PROPOSED BY OTHERS)
EXISTING OVERHEAD TELEPHONE
EXISTING OVERHEAD ELECTRIC
EXISTING OVERHEAD TELEPHONE & ELECTRIC
EXISTING UNDERGROUND TELEPHONE
EXISTING UNDERGROUND ELECTRIC
EXISTING RETAINING WALL
PROPOSED RETAINING WALL
EXISTING POWER OR TELEPHONE POLE
EXISTING CONTOUR W/ ELEVATION
PROPOSED CONTOUR W/ ELEVATION
EXISTING SPOT ELEVATION
PROPOSED SPOT ELEVATION
DITCH, SWALE, STREAM OR SPRING
PROPOSED UNDERDRAIN
PROPOSED GRAVEL
PROPOSED CONCRETE
TREES AND SHRUBS
UD
SWAMP OR MARSH AREA
DRAINAGE DIVIDE
NORTH ARROW
S
22 4
OH
LIGHT POLE
EARTH DEPRESSION
250
33.5
250
EXISTING GAS LINE
PROPOSED GAS LINE
S
S
NUMBER OF LOADING SPACES
WATER VALVE UNLESS NOTED
SANITARY SEWER MANHOLE
STORM SEWER STRUCTURE
NUMBER OF PARKING SPACES
NUMBER OF HANDICAP SPACES
PROPERTY OR R/W LINES
EXISTING TRAVEL WAY/ EDGE OF PAVEMENT
PROPOSED EDGE OF PAVEMENT
EXISTING CURB AND GUTTER
PROPOSED CURB AND GUTTER
ADJACENT PROPERTY OWNERS
EXISTING CULVERT OR STORM LINE
PROPOSED CULVERT OR STORM LINE
STORM SEWER (PROPOSED BY OTHERS)
WATERLINE (PROPOSED BY OTHERS)
PROPOSED FIRE HYDRANT
EXISTING SANITARY SEWER
EASEMENT LINE
ADJOWNER
W W
WW
W W
EXISTING WATERLINE
PROPOSED WATERLINE
EXISTING FIRE HYDRANT
FENCE LINE
ROADSIDE DELINEATORS
RAILROAD
ELEC TRANS
FC
LIGHT OR UTILITY POLE
FACEOFCURB
CENTER LINE
1
LS
5
HC
7
FIRE HYDRANT
SIGN
TELEPHONE
STORM SEWER MANHOLE
ELECTRIC TRANSFORMER
CONNECTION
SAN MH
STM STR
STM MH
TELE
CONN
SIAMESE YARD CONNECTION
EX EXISTING
PK-NAIL SET
DRILL HOLE MADE
CONCRETE
EDGE OF PAVEMENT
HANDICAPPED
RETAINING
IRON PIPE FOUND
IRON PIPE SET
IPF
PKS
DHS
CONC
RET
S/C
IPS
EP
HC
CENTERLINE
CLEANOUT
C
CO
L
LEGEND
X X
S
G G
G G
OH
OH
NORTH
CARPERS PIKE (RT. 259)BACK CREEK RD (RT. 704)G
A
L
L
O
W
S
R
I
D
G
E
L
N
C
L
I
N
E
D
R GOLD ORCHARD RDSITE
1
2
3
4
5
6
7
PSPS3.32
SF
3.05
SSF
VIRGINIA UNIFORM CODING SYSTEM
FOR EROSION AND SEDIMENT
CONTROL PRACTICES
SILT FENCE
SUPER SILT FENCE
PERM. SEEDING
X X
XX XX
CONSTRUCTION OF A SILT FENCE
(WITHOUT WIRE SUPPORT)
2. EXCAVATE A 4" X 4" TRENCH
UPSLOPE ALONG THE LINE
OF STAKES.
1. SET THE STAKES.
FLOW
3. STAPLE FILTER MATERIAL
TO STAKES AND EXTEND
IT INTO THE TRENCH.
4. BACKFILL AND COMPACT
THE EXCAVATED SOIL.
SHEET FLOW INSTALLATION
FLOW
POINTS A SHOULD BE HIGHER THAN POINT B.
DRAINAGEWAY INSTALLATION
6'MAX.
4"
4"
FLOW
( PERSPECTIVE VIEW )
( FRONT ELEVATION )
A
B
3' MAX
A
SF
SPEC. 3.05
XXXX
CE3.02 CONSTRUCTION
ENTRANCE W/WASH RACK
TEMPORARY GRAVEL
LAND DISTURBANCE NOTE:
FOR THE PURPOSE OF PLAN APPROVAL ONLY, MR. JAMES A CARSON, JR. P.E. (#021624)
SHALL BE THE CERTIFIED RESPONSIBLE LAND DISTURBER.
AT THE TIME OF APPLICATION FOR A LAND DISTURBANCE PERMIT, THE APPLICANT
SHALL PROVIDE THE NAME OF A CERTIFIED RESPONSIBLE LAND DISTURBER PRIOR TO THE
ISSUANCE OF THE LAND DISTURBANCE PERMIT.
APPROVAL
SITE PLAN REFERENCE NUMBER:
DATEZONING ADMINISTRATOR
COUNTY OF FREDERICK
NOTE: SITE PLAN VALID FOR A PERIOD OF FIVE (5) YEARS FROM DATE OF APPROVAL
AMENDMENT DESCRIPTION
THIS PLAN HAS BEEN REVISED TO REDUCE THE SCOPE OF THE PROJECT. REVISIONS
WERE MADE TO SHEET 1 OF APPROVED PLAN #06-23. NO CHANGES TO OTHER SHEETS.
1.REDUCTION IN LIMITS OF DISTURBANCE TO 0.50 ACRES
2.RELOCATING CABINS CLOSER TO EXISTING BUILDING.
3.REMOVING RV PARKING SITES, RETAINING WALL, AND OTHER SITE IMPROVEMENTS
4.REDUCING WATER AND SEWER CONNECTIONS
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