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