jeff daly, 2043 stowe hollow road project 2004597fa91ea...2020/09/08 · jeff daly, 2043 stowe...
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Jeff Daly, 2043 Stowe Hollow Road Project 20045
TENNIS COURT SURROUND NET, POST & TENSION WIRE SYSTEM
Professional quality 10ft high Tennis Ball Stop Net system that consists of the following:
- Heavy-duty square steel corner posts (galvanized & powder coated) held in place using 1m deep ground sleeve
sockets
- 1x4mm Galvanized Steel Wire with Metal Snap Hooks
- 2mm Thick Twisted HDPP Netting with 48mm Mesh (Black)
- 6mm Polypropylene rope laces through bottom of net to prevent wind effects. Each post is.
09-03-20
PROJECT NO.............20045
CHECKED BY.................TRM
SCALE...........................1" = 40'
DATE..........................07/31/20
DRAWN BY................WEH
SHEET NO.
SITE PLAN
JEFF DALY
2043 STOWE HOLLOW ROAD
STOWE, VERMONT
C-1
1 OF 3 SHEETS
REVISION: 09/08/20 - RELOCATED BARN, TENNIS COURTS, REVISED PARKING, MOUND SYSTEM, ADDED LANDSCAPING
REVISION: 08/14/20 - RELOCATED BARN, TENNIS COURTS & MOUND SYSTEM
C
454 MOUNTAIN ROAD, SUITE 4
STOWE, VERMONT 05672
WWW.MUMLEYENGINEERING.COM
COPYRIGHT 2020 - MUMLEY ENGINEERING, INC.
C-1 SITE PLAN
C-2 DETAILS
C-3 BARN ELEVATIONS & FLOOR PLAN
SITE LOCATION MAP
NOT TO SCALENORTH
LIST OF DRAWINGS
SITE PLAN
SCALE: 1" = 40'
1
C-1
PLAN REFERENCES:
1) TOPOGRAPHIC AND ORTHOGRAPHIC INFORMATION TAKEN
ELECTRONICALLY FROM THE VERMONT CENTER FOR GEOGRAPHIC
INFORMATION ON 7-13-2020.
2) PARCEL INFORMATION & EXISTING FENCE LOCATION TAKEN FROM PLAN
ENTITLED "LAND OF GERALD KIRCHNER, GOLDBROOK ROAD" PREPARED
BY LITTLE RIVER SURVEY COMPANY, DATED MAY 1999.
NOTES:
1) THIS DRAWING IS NOT A BOUNDARY SURVEY PLAT. BOUNDARY LINE
INFORMATION SHOWN IS BASED ON PLAN REFERENCE #1. THE PROPERTY
LINES, EASEMENTS AND OTHER REAL PROPERTY DESCRIPTIONS
PROVIDED ON THIS DRAWING ARE FOR ILLUSTRATION PURPOSES ONLY.
THEY DO NOT DEFINE LEGAL RIGHTS OR MEET LEGAL REQUIREMENTS
FOR A LAND SURVEY AS DESCRIBED IN V.S.A.TITLE 27 SECTION 1403 AND
SHALL NOT BE USED IN LIEU OF A SURVEY AS THE BASIS OF ANY LAND
TRANSFER OR ESTABLISHMENT OF ANY PROPERTY RIGHT.
2) THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING AND
DETERMINING THE LOCATION, SIZE, AND ELEVATION OF ALL EXISTING
UTILITIES PRIOR TO THE START OF CONSTRUCTION. THE ENGINEER SHALL
BE NOTIFIED IN WRITING OF ANY DISCREPANCIES OR UTILITIES FOUND
INTERFERING WITH THE PROPOSED CONSTRUCTION. APPROPRIATE
REMEDIAL ACTION SHALL BE TAKEN BEFORE PROCEEDING WITH THE
WORK.
3) THIS TOPOGRAPHIC SURVEY WAS CONDUCTED WITHOUT THE BENEFIT OF
"DIG SAFE" MARKINGS. UTILITY LOCATIONS SHOWN ARE APPROXIMATE
AND ARE NOT WARRANTED TO BE EXACT OR COMPLETE. THE
CONTRACTOR SHALL CONTACT "DIG SAFE" BEFORE COMMENCING ANY
WORK AND SHALL PRESERVE ALL EXISTING UTILITIES NOT SPECIFIED TO
BE REMOVED OR ABANDONED AS PART OF THE PROJECT.
SITE
LOCATION
PURPOSE OF PLAN:
CONVERSION OF EXISTING HOUSE INTO A SUMMER
CAMP WITH UP TO 20 OVERNIGHT YOUTH CAMP
ATTENDEES AND 5 ADULT INSTRUCTORS.
ZONING NOTES:
DISTRICT: RR-2
MINIMUM LOT SIZE: 2 ACRES
MINIMUM LOT WIDTH: 200 FT
SETBACKS:
FRONT = 60 FT
REAR = 50 FT
SIDE = 50 FT
OWNER OF RECORD:
JEFF DALY
2043 STOWE HOLLOW ROAD
STOWE, VT 05672
Graphic Scale
40 0 40 16080
feet
EXISTING PROPERTY LINE
NOW OR FORMERLY OWNED BYN/F
EXISTING UTILITY POLE & GUY WIRE
EXISTING CONTOUR
PROPOSED GRAVITY SEWER LINESS
500
EXISTING SWALE CENTERLINE
SD
EXISTING GRAVITY SEWER LINESS
EXISTING WATER LINEW
EXISTING TREE LINE
IRON PIPE / REBAR FOUND
EXISTING STORMWATER DRAIN
EXISTING OVERHEAD WIRESOHW
LEGEND
ABUTTER PROPERTY LINE
PROPOSED PRESSURE SEWER LINEPS
EXISTING BARB WIRE FENCE
TEST PIT LOCATION
PROPOSED TEMPORARY SILT FENCE
Proposed Plant List
Key Quantity Scientific NameCommon Name
Trees
Shrubs
Key Scientific NameCommon Name
3
Quantity
Size
Size
Emerald Arborvitae
4
Symbol
To
Symbol
5 - 6'
@ 2 - 3' O/C
Thuuja occidentalis
'Emerald'
SF
4"
6"
16"
MIN.
20"
MIN.
10' MAX. SPACING
16"
MIN.
A
A
WOOD POST
(TYPICAL)
WOVEN WIRE BACKING
GROUND SURFACE
ELEVATION VIEW
WOVEN WIRE FENCE
MIN. 14 GAUGE WITH
MAX. 6" MESH SPACING
SEDIMENTATION CONTROL
FABRIC
36" MINIMUM
FENCE POST
WOVEN WIRE
FENCE
FABRIC UPSLOPE
OF WIRE
WOOD
POSTS
UNDISTURBED
GROUND
EMBED FABRIC A MIN.
OF 6" IN GROUND &
COMPACT SOIL
CONSERVATION
MIX
F
L
O
W
NATIVE
SOIL
SECTION A-A
SILT FENCE DETAIL
NOT TO SCALE
2
C-1
Pinus strobusEastern White Pine 3 - 3.5" cal.Ps
9
0
5
P
S
P
S
5
4
'
5
4
'
1
0
'
+
9
0
9
.
5
'
+
+
9
0
9
.
5
'+
9
0
5
9
0
0
9
0
0
9
0
7
9
0
7
9
0
8
9
0
9
9
0
9
9
0
8
9
0
7
9
0
6
9
0
4
9
0
3
9
0
2
9
0
1
S
F
S
F
PROJECT NO.............20045
CHECKED BY.................TRM
SCALE..................AS NOTED
DATE..........................07/31/20
DRAWN BY................WEH
SHEET NO.
DETAILS
JEFF DALY
2043 STOWE HOLLOW ROAD
STOWE, VERMONT
C-2
2 OF 3 SHEETS
REVISION: 09/08/20 - REVISED PARTIAL SITE PLAN OF MOUND SYSTEM
REVISION: 08/14/20 - REVISED PARTIAL SITE PLAN OF MOUND SYSTEM
C
454 MOUNTAIN ROAD, SUITE 4
STOWE, VERMONT 05672
WWW.MUMLEYENGINEERING.COM
COPYRIGHT 2020 - MUMLEY ENGINEERING, INC.
VARIES
TRENCH WIDTH
AS REQUIRED
10"
16"
CROSS COUNTRY PAVED/GRAVEL
TYPICAL SANITARY SEWER TRENCH
NOT TO SCALE
1
C-2
NOTES:
1) ALL DISTURBED CROSS-COUNTRY AREAS SHALL
BE RESTORED WITH 4" TOPSOIL, SEED, FERTILIZER
AND MULCH IN ACCORDANCE WITH THE
PROJECT SPECIFICATIONS. THE CONTRACTOR
SHALL MAINTAIN EROSION CONTROL, WATER,
ETC. UNTIL A VIABLE STAND OF GRASS HAS
BEEN ESTABLISHED TO THE SATISFACTION OF
THE ENGINEER.
2) THE CONTRACTOR SHALL PROVIDE SHORING OR
TAPER SIDES OF ALL TRENCHES DEEPER THAN 4
FT. DURING CONSTRUCTION IN ACCORDANCE
WITH V.O.S.H.A. STANDARDS.
3) THE CONTRACTOR SHALL PROVIDE AND
COORDINATE ALL NECESSARY TRAFFIC
CONTROLS IN ACCORDANCE WITH STATE AND
LOCAL REGULATIONS.
4) WHERE TRENCHING IN UNSTABLE SOILS THE
TRENCH BOTTOM SHALL BE OVEREXCAVATED
AND STABILIZED USING MIRAFI 500X (OR
APPROVED EQUIVALENT) GEOTEXTILE FABRIC
AND 6" MIN. CRUSHED STONE. WET TRENCHES
SHALL BE DEWATERED PRIOR TO INSTALLING
BEDDING MATERIAL.
SELECT BACKFILL WITH NO STONES LARGER THAN 3"
SEWER PIPE - SEE PLAN, PROFILE
AND SPECS. FOR TYPE AND SIZE
3/4" CRUSHED STONE BEDDING MATERIAL
MATCH EXISTING ROAD, DRIVEWAY
OR PARKING LOT SECTION OR REFER
TO PAVEMENT SECTION DETAIL FOR
NEW CONSTRUCTION
UNCLASSIFIED
BACKFILL
MOUND TOPSOIL
AS REQUIRED TO
COMPENSATE FOR
SETTLING
12"
24" MIN
10'-0"
12"
TYP.
5'-0"
3
1
3
1
EX
IST
ING
>15%
- 2
0%
SL
OP
E
TYPICAL MOUND SECTION
NOT TO SCALE
4
C-2
1 1/2" SCHEDULE 40 PVC
PIPING, WITH DRILLED
ORIFICES PER DETAIL
THIS SHEET
1 1/2" CLEAN WASHED STONE,
SEE SPECIFICATIONS
INSTALL 1 LAYER OF FILTER FABRIC
OVER STONE, LAP JOINTS 6 INCHES
CROWN SLIGHTLY TO DRAIN
STORMWATER RUNOFF
12" THICK NATIVE FILL WITH
TOP 4" (MIN.) TOPSOIL SEED,
MULCH & FERTILIZE
EXISTING
GROUND
MOUND SAND - SEE
SPECIFICATIONS
PLOW UPPER 8" OF EXISTING
GROUND - DO NOT REMOVE
EXISTING TOPSOIL
TYPICAL MOUND SECTION
NOT TO SCALE
7
C-2
12"12"
24" MIN.
6"2'-6"
3
13
1
INSTALL 1 LAYER OF FILTER FABRIC
OVER STONE, LAP JOINTS 6 INCHES
1 1/2" SCHEDULE 40 PVC PIPING,
WITH DRILLED ORIFICES PER
DETAIL THIS SHEET
3/4" TO 1 1/2" CLEAN WASHED CRUSHED
STONE - SEE SPECIFICATIONS
12" THICK NATIVE FILL
WITH TOP 4" (MIN.) TOPSOIL
SEED, MULCH & FERTILIZE
MOUND SAND,
SEE SPECIFICATIONSPLOW UPPER 8" OF EXISTING GROUND
THROWING TOPSOIL UPHILL - DO NOT
REMOVE EXISTING TOPSOIL
CROWN SLIGHTLY TO DRAIN
STORMWATER RUNOFF
LATERAL CLEAN OUT
SEE DETAIL #5, THIS SHEET
EXISTING
GROUND
___
NOTE:
1) THE TOTAL NUMBER OF __ ORIFICES IN THE MOUND
SYSTEM IS CRITICAL. DO NOT INSTALL MORE ORIFICES.
DO NOT INSTALL LARGER OR SMALLER DIAMETER
ORIFICES THAN INDICATED.
2) BEGIN BY DRILLING FIRST ORIFICE IN END CAP. PROCEED
FROM END TO END AT SPACING NOTED ABOVE.
1.5" SDR 26 FROM PUMP
STATION
DISTRIBUTION LATERALS
NOT TO SCALE
8
C-2
5
C-2
CLEANOUT - SEE
1.5" SCHEDULE 40 PVC
PIPING, WITH DRILLED
ORIFICES 1/4" DIAMETER
DRILL ORIFICE IN
CENTER OF CAP, TYP.
DOWNWARD-FACING
1/4" DIA. ORIFICE
2'-6" 115'
FIELD
VERIFY
2'
END
CAP
LATERAL CLEAN-OUT
NOT TO SCALE
5
C-2
2 LAYERS OF 2" RIGID
POLYSTYRENE
INSULATION,
CUT TO FIT
8" SCH-40 PVC COVER
FLUSH WITH FINISH GRADE
NPT THREADED
ACCESS CAP
6" CMP OR SCH 80 PVC
PIPE TO GRADE OVERLAP
6" MIN.
SOLID PVC
1/4" ORIFICE
PVC WYE DIRECTED
TOWARD OUTLET
ALLOWABLE MOUND SAND SIEVE ANALYSES
MOUND SAND SHALL MEET ONE OF THE FOLLOWING SIEVE ANALYSES.
INTERPOLATION OF ANALYSES IS NOT PERMITTED. REFER TO E.P.R.
SECTION 1-921 (G). SUBMIT RESULTS OF SIEVE ANALYSIS TO ENGINEER
PRIOR TO CONSTRUCTION. ONCE DELIVERED ON-STE AND PLACED IN
THE PREPARED MOUND SITE AREA, THE DESIGNER SHALL COLLECT A
SAMPLE OF THE FILL MATERIAL FOR TESTING AND CONFIRMATION
WITH THE SIEVE REQUIREMENTS.
SIEVE NUMBER
3/8
40
60
100
200
4
8
16
30
50
100
3/8
40
200
OPENING, (MM)
9.500
0.420
0.240
0.149
0.074
4.750
2.380
1.190
0.590
0.297
0.149
9.500
0.420
0.074
PERCENT PASSING, BY WEIGHT
85 - 100
25 - 75
0 - 30
0 - 10
0 - 5
95 -100
80 -100
50 - 85
25 - 60
10 - 30
2 - 10
85 -100
30 - 50
0 - 5
6"
5' COVER UNDER
GRASSED AREAS
6' UNDER PAVED OR
PLOWED AREAS
TRENCH WIDTH
AS REQUIRED
6"
CROSS COUNTRY
PAVED/GRAVEL
PRESSURE SEWER TRENCH
NOT TO SCALE
2
C-2
UNCLASSIFIED BACKFILL
MATCH PROPOSED
ROAD, DRIVEWAY OR
PARKING LOT SECTION
MOUND TOPSOIL AS
REQUIRED TO COMPENSATE
FOR SETTLING
24" SELECT BACKFILL WITH
NO STONES LARGER THAN 3"
CLEAN SAND
NEW PRESSURE SEWER PIPING
6' - 8"
12'-8"
4"
34"
52"
12' - 8"
4"
4"
4"
4"
41"
38"
44"
1' - 8"
INLET
OUTLET
2,500 GALLON SEPTIC TANK
6
C-2
NOT TO SCALE
20" DIAMETER
POLYLOK RISER
20" DIAMETER
POLYLOK RISER
PLAN
SECTION
20" DIAMETER
POLYLOK RISER
20" DIAMETER
POLYLOK RISER
4" CAST-A-SEAL BOOTED
CONNECTIONS (TYP. OF 4)
4" CAST-A-SEAL BOOTED
CONNECTIONS (TYP. OF 4)
4" PVC INLET TEE
CAST-IN
REINFORCING RIB
EFFLUENT
FILTER
12" CRUSHED STONE OR
UNDISTURBED EARTH
FINISH GRADE
1,000 GALLON GREASE TANK
NOT TO SCALE
3
C-2
56"
1'-8"
7'-9"
53"
FINISH GRADE
INSTALL PRECAST
CONCRETE OR PVC
RISER TO GRADE
FLEXIBLE, WATER-TIGHT
SLEEVE CAST INTO
CONCRETE, TYP.
4" DIA. SDR-35 PVC TO
SEPTIC TANK
SLOPE 1/4" PER FT. MIN.
I
N
V
.
I
N
I
N
V
.
O
U
T
4" DIA. CAST IRON OR SDR-35
PVC FROM BUILDING,
SLOPE 1/4" PER FT. MINIMUM
12" CRUSHED STONE OR
UNDISTURBED EARTH
PVC OUTLET BAFFLE
6"
1'-8"
4"
3.5"
1,000 GALLON PRECAST
CONCRETE TANK WITH
WATERPROOF COATING
BY CAMP PRECAST OR
EQUIVALENT
4'-11.5"
4'-1.5"
62"
12' - 8"
4"
52"
30"
INLET
OUTLET
2,000 GALLON PUMP STATION
NOT TO SCALE
10
C-2
COUPLING
2" CHECK VALVE
2" BALL VALVE
ALARM FLOAT
WIDE ANGLE
MECHANICAL
FLOAT SWITCH
2" UNION
POLY IV BOOTED
CONNECTIONS
(TYP. OF 3)
3"
NEMA 4X JUNCTION BOX
3" DIA. VENT W/ CHARCOAL FILTER
Graphic Scale
20 0 20 8040
feet
PARTIAL SITE PLAN
SCALE: 1" = 20'
9
C-2
30" DIAMETER
POLYLOK RISER
1' - 8"
20" DIAMETER
POLYLOK RISER
PROJECT NO.............20045
CHECKED BY.................TRM
SCALE..................AS NOTED
DATE..........................08/14/20
DRAWN BY................WEH
SHEET NO.
BARN ELEVATIONS & FLOOR PLAN
JEFF DALY
2043 STOWE HOLLOW ROAD
STOWE, VERMONT
C-3
3 OF 3 SHEETS
C
454 MOUNTAIN ROAD, SUITE 4
STOWE, VERMONT 05672
WWW.MUMLEYENGINEERING.COM
COPYRIGHT 2020 - MUMLEY ENGINEERING, INC.
PROPOSED BARN WEST ELEVATION
3
C-3
Graphic Scale
8 0 8 3216
feet
SCALE: 1" = 8'
PROPOSED BARN FLOOR PLAN
5
C-3
SCALE: 1" = 8'
PROPOSED BARN EAST ELEVATION
1
C-3
Graphic Scale
8 0 8 3216
feet
SCALE: 1" = 8'
PROPOSED BARN NORTH ELEVATION
2
C-3
Graphic Scale
8 0 8 3216
feet
SCALE: 1" = 8'
PROPOSED BARN SOUTH ELEVATION
4
C-3
Graphic Scale
8 0 8 3216
feet
SCALE: 1" = 8'
PROPOSED BARN
SIMILAR ARCHITECTURAL STYLE
5
C-3
SCALE: N.T.S.
80
'
20
'40
'2
0'
40'
DECK
5'
SOUTH SIDE
NORTH SIDE
WE
ST
S
ID
E
EA
ST
S
ID
E
LOFT ABOVE
BARN DOORS (1ST FLOOR)
DOOR TO DECK (LOFT LEVEL)
ST
AIR
SS
TA
IR
S
OPEN TO ROOF
LOFT ABOVE
DOORS (1ST FLOOR)
WINDOW, (TYP.)
BARN DOORS (1ST FLOOR)
3' x 4' WINDOW
(2 x 3) (TYP.)
WOOD TRIM
WOOD BOXED BASE
PORCH
PORCH
BARN DOORS
DOWNWARD FACING
SCONCE LIGHTS, TYP.
3' x 4' WINDOW
(2 x 3) (TYP.)SOLID WOOD DOORS
WOOD TRIM
80'
40'
CUPOLA
CUPOLA
BLACK SHINGLES
8'
4' 4'
20
'
27' - 6
"
HORIZONTAL
CLAPBOARD
20
'
5'
10
'
NORTH
SIDE
NORTH
SIDE
SOUTH
SIDE
SOUTH
SIDE
ROOF
MID-HEIGHT
27' - 6
"
ROOF
MID-HEIGHT
12
9
12
9
REVISION: 09/08/20 - RELOCATED BARN & REVISED ORIENTATION