HomeMy WebLinkAboutAgenda 08C_SD-22-10_500 Old Farm_OBrien Eastview_FP_civil plansHILLSIDE @ O'BRIEN FARM - EASTVIEW
KENNEDY DRIVE, KIMBALL AVENUE, & OLD FARM ROAD
APRIL 1, 2022
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Hinesburg RoadOld Farm Road
Kimball
Avenue Williston RoadSOUTH BURLINGTON, VERMONT
164 Main Street, Suite 201 P: (802) 878-0375
Colchester, Vermont 05446
email@krebsandlansing.com
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Tilley DriveEldredge Str
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50' Wetland Setbac
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50' WetlandSetbackWetland C
Type III
Existing Lot 1
Area = 8.9 acres
"Lancaster"
Area = 5.0 acres
"Stonington"
Existing Lot 2
Existing Lot 3
Open Land
Area = 2.0 acresExist
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Pond
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LIMIT OF
EASTVIEW
TR1 TP5TR1 TP4TR1 TP3TR1 TP2TR1 TP1TR7 TP2TR
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TR5 TP2TR5 TP1TR3 TP2TR3 TP1TR4 TP2TR4 TP1TR6 TP3TR6 TP2TR6 TP1TR2 TP1TR2 TP2TR2 TP3TR2 TP4HILLSIDE @
O'BRIEN FARM
OWNER AND APPLICANT:
ISSUED FOR PERMIT REVIEW
NOT FOR CONSTRUCTION
PROPERTY INFORMATION:
X-3
EXISTING CONDITIONS
PLAN
BUSINESS PARK NORTH
LOT 4
Old Farm Road and Kennedy Drive,
South Burlington, Vermont
O'BRIEN BROTHERS
1855 WILLISTON ROAD
SOUTH BURLINGTON, VT 05403
164 Main Street, Suite 201 P: (802) 878-0375
Colchester, Vermont 05446
email@krebsandlansing.com
Business Park North
Lot 4
2.4 ac
Vermont Association
for the Blind &
Visually Impaired
Existing shared
access Business
Park North Lots 3&
4
Existing shared
access easement
Business Park
North Lots 3 & 4
EASTVIEW
L=192.93'R=167.00L=613.88'R=980.00'L=198.84'R=770.00'N84°46'43"E46.00'S64°10'28"W46.00'N81°18'41"E31.00'N08°41'19"W42.00'S81°18'41"W46.00'N35°11'04"W16.91'S40°15'45"WC-C1SC-C1NC-C2WC-C2EC-C3C-D1WC-D1EC-D2WC-D2EC-D3WC-D3EC-D4C-F1WC-F1EC-F2Lot 6Proposed ParkArea = 3.04 acTWO
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Lot 13 2.77 acLot 100.93 acTWO BROTHERS DRIVELOT 141.08 acTWO BROTHERS TB2-NROW2E Lot 5CommonElement Area =8.73 ac.LOT 7 COMMON ELEMENT AREA = 2.44 ac.LOT 8COMMON ELEMENTAREA =4.65 ac.LOT 9 COMMONELEMENT 1.84 ac.50'50'50'60'6
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60'60'
60'60'O'BRIEN FARM ROADLAURENTIDE LANELEDGE WAYSPLIT ROCK COURTO'BRIEN FARM ROADLEO LANEKENNEDY DRIVEOLD FARM ROADELDREDGE STREETEx. Old Farm Road to be removedLot 41.06 acLot 111.17 acLot 152.38 acLot 121.57 acLot 173.11 acLot 162.69 acLot 202.13 acLot 212.30 acLot 221.25 acLot 241.25 acLot 332.38 acLot 324.80 acLot 35Lot 18 1.17 acLot 19 1.51 acOLD FARM ROAD (relocated)L=150.97'R=130.0'L=227.90'R=433.00'L=169.37'R=103.93'R=105.0'L=169.67'R=979.0'L=160.98'R=1029.0'L=169.20'L=193.16'R=337.00'L=1
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DANIEL DRIVE
Refer to Sheet E-1 "EasementPlan" for easementinformation.Refer to Sheet PL-2"Easement Plan" foreasement information.50'
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'N56°52'42"E55.33'N11°57'15"W77.28'N77°17'27"W38.64'N04°32'27"E211.41'N13°51'11"E191.41'N04°23'01"E70.58'60'N39°56'04"E253.14'N40°15'45"E141.38'65.4'S11°22'19"W300.02'N11°49'33"E249.24'N80°11'19"W31.37'N80°11'19"W29.71'N11°41'49"E203.37'N11°20'30"E104.91'N77°20'40"W265.68'S70°49'08"E125.99'N70°49'08"W183.69'N15°41'15"E202.48'50'N05°13'17"W31.00'DRIVES77°36'40"E107.19'N32°23'44"W38.06'S32°23'44"E37.30'S60°05'32"Wchord 1.22'L=1.22'R=130.00'N02°41'02"Wchord 66.87'L=68.08R=103.93'N16°04'57"E73.15'N30°36'15"Wchord 78.48'L=87.89R=53.93'S75°30'13"Echord 44.92'L=44.97'R=275.00'N75°30'13"Wchord 53.09'L=53.15'R=325.00'S51°49'35"E20.36'N4
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90.7
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'S40°15'31"W130.21'N24°40'54"Wchord 84.70'L=87.46'R=100.00'N08°39'17"Echord 28.81'L=28.91'R=100.00'S39°07'11"Wchord3.99'L=3.99'R=100.00'S04°44'15"Echord 56.57'L=56.57'R=40.00'141.38'N30°13'27"Echord 71.47'L=71.83'R=205.00'N23°27'25"Echord 83.85'L=85.06'R=145.00'N18°56'47"Echord 76.66'L=77.25'R=180.00'S13°25'07"Wchord 48.31'L=48.43'R=205.00'S21°04'56"W308.15'N30°04'25"E355.27'S18°56'47"Wchord 51.11'L=51.50'R=120.00'S14°28'35"W132.68'L=134.59'R=230.00'N05°06'35"Echord 213.73'L=214.33'R=830.00'N14°28'35"Echord 98.07'L=99.48'R=170.00'S05°06'35"Wchord 198.28'N02°17'17"W40.50'S02°17'17"E40.50'S06°19'15"E56.24'S40°25'51"W129.67'N40°15'45"E122.52'N2
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83.40'N18°47'00"E306.64'N06°52'33"E60.66'S14°54'51"W44.06'S04°58'50"E324.19'S12°23'20"W191.04'S04°32'24"W233.92'S13°51'53"W311.80'S07°30'50"W334.38'N06°59'30"W371.47
'N05°05'46"E143.93'N84°46'43"E31.00'N05°13'17"W42.00'S84°46'43"W46.00'N64°10'28"E31.00'N25°49'32"W42.00'N25°49'32"W31.00'N64°10'28"E46.00'N08°41'19"W31.00'N81°18'41"E46.00'S06°43'32"W232.01'S54°
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'N36°53'48"E208.97'N36°53'48"E297.51'S86°22'24"Echord 142.63'N50°40'38"Echord 151.81'N50°40'38"Echord 79.52'N09°08'27"Echord 160.80'N09°08'27"Echord 169.01'N82°50'58"W197.56'N21°49'07"Echord 225.28'S53°06'12"E17.07'S86°38'32"Echord 77.35'L=81.95'R=70.0'S53°06'12"E17.07'S27°27'23"Wchord 36.52'L=36.72'R=100.00'N09°11'49"Echord 59.76'L=59.83'R=338.10'N010°18'41"Echord 96.33'L=96.50'R=479.00'L=88.88'R=55.00'N09°11'49"Echord 51.64'L=51.70'R=318.10'N010°18'41"Echord 106.39'L=106.57'R=529.00'378.92'S4
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'N36°53'48"E61.09'66.45'S83°04'05"E156.37'S77°02'20"E51.47'N19°58'59"EN21°49'07"Echord 190.94'N36°53'48"E262.75'N07°00'57"E110.00'N07°00'57"EN83°03'58"W156.69'N57°00'01"Wchord 118.65'S83°03'58"E156.51'N57°00'01"Wchord 74.70'L=77.35'R=85.00'N78°37'41"WN07°00'53"E229.53'S06°45'42"W243.63'S07°02'47"W171.99'S78°37'41"ES83°51'45"W125.95'S77°20'40"E265.00'S78°01'35"E259.36'703.05'414.
2
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'S05°51'36"W361.91'(DH3 to IP107)86.54'200.12'chordS45°55'55"E 67.41'Curve L=67.59', R=270.0'S49°22'14"E97.33'N50°02'22"Echord 146.08'L=146.80'R=430.00'S50°02'22"Wchord 125.70'L=126.32'R=370.00'353.04'272.0
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E N40°08'56"EN40°08'56"ELot 5Lot 5Lot 5Lot 5O'BRIEN FARMROADSee Table of Curve Data.See Table of Curve Data.See Table of Curve Data. (LEONE to O-IP15) (O-IP15 to LEOSE )66'
72'
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66'MABEL WAYMABEL WAY OLD FARM ROADN59°49'09"E45.12'S70°49'08"E57.70'Refer to Sheet E-1 "EasementPlan" for easementinformation.City R.O.W. to be reduced from66' to 60' along frontage of Lot 20.LAURENTIDE LANELEDGE WAYSPLIT ROCK COURTSEE SHEET PL-2SEE SHEET PL-2
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E OLD FARM ROADMABEL WAYEx. Old Farm Road to be removedLot 202.13 acLot 212.30 acLot 221.25 acLot 241.25 acLot 252.53 acLot 261.88 acLot 271.00 acLot 282.11 acLot 332.38 acLot 312.39 acLot 324.80 acLot 352.38 acLot 291.04 acLot 341.30 acLot 393.54 ac 1.17 acLot 19 1.51 acLot 371.10 acLot 381.55 acOLD FARM ROAD (relocated)O'B
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L=150.97'R=130.0'L=227.90'R=433.00'L=169.37'R=105.0'R=1029.0'L=169.20'L=193.16'R=337.00'L=1
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'N60°54'38"E98.44'BARN ROADLot 47 OpenSpace 12.64 acLot 401.90 acLot 48OpenSpace4.56 acLot 463.96 acLot 423.14 acLot 433.95 acLot 443.51 acLot 413.65 acLot 452.90 acChordChordS82°10'44"W38.03'ChordN37°04'15"E298.91'N34°08'31"E390.86'ChordPOTASH ROADArea = 2.47 acDANIEL DRIVE
Lot 230.12 acL
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c Lot 360.66 acLot 490.54 acN40°39'34"E184.29'S07°55'21"W108.61'N82°04'22"W206.97'N11°20'30"E208.09'N11°20'30"E120.85'S11°20'30"W220.87'S11°22'19"W151.91'S11°22'12"W156.02'S07°02'47"W119.64'S06°48'36"W293.52'S07°00'57"W53.84'S83°01'46"E34.22'N49
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'N56°52'42"E55.33'N11°57'15"W77.28'S59°33'01"W82.70'N77°17'27"W38.64'N04°32'27"E211.41'191.41'70.58'60'
65.4'S11°22'19"W300.02'60'N11°49'33"E249.24'N80°11'19"W31.37'N80°11'19"W29.71'N11°41'49"E203.37'N11°20'30"E104.91'N77°20'40"W265.68'S01°24'58"E20.76'S88°41'07"W106.89'N88°41'07"E106.98'S81°04'00"E97.85'S81°04'00"E115.64'L =116.2 6',R=325.00'L=9 8.37',R=275.00'S70°49'08"E125.99'N70°49'08"W183.69'N15°41'15"E202.48'N12°35'24"E660.46'N12°35'24"E375.46'S77°13'38"E554.62'N12°58'45"E34.87'N46°32'59"E30.04'S4
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'N55°41'39"E119.84'S77°13'46"E554.29'L=400.23',R=532.00'N12°35'24"E262.22'N55°41'39"E67.96'S45°49'11"W320.48'N45°49'11"E325.72'N46°32'59"E414.41'S48
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Curve (PT1N to 0BN1)S30°15'25"E7.02'S36°08'55"W212.38'N29°24'50"W37.49'N
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'N59°44'58"E190.24'N52
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'S06°31'20
"E245.93
'S59°25'29"W53.52'S11°21'45"W38.04'N16°04'57"E73.15'N30°36'15"Wchord 78.48'L=87.89R=53.93'S75°30'13"Echord 44.92'L=44.97'R=275.00'N75°30'13"Wchord 53.09'L=53.15'R=325.00'N85°53'24"W16.77'N85°53'26"W119.09'S06°43'32"W232.01'S54°
2
6
'
5
6
"
E
231.
6
9
'N36°53'48"E208.97'N36°53'48"E297.51'S86°22'24"Echord 142.63'N50°40'38"Echord 151.81'N50°40'38"Echord 79.52'N09°08'27"Echord 169.01'N21°49'07"Echord 225.28'S53°06'12"E17.07'S86°38'32"Echord 77.35'L=81.95'R=70.0'S53°06'12"E17.07'L=88.88'R=55.00'N09°11'49"Echord 51.64'L=51.70'R=318.10'N010°18'41"Echord 106.39'L=106.57'R=529.00'S4
1
°
5
0
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0
6
"
E
ch
o
r
d
1
2
8
.
9
7
'
S53
°
0
6
'
1
2
"
E
98.8
1
'
S53°
0
6
'
1
2
"
E
98.8
1
'
N
3
0
°
3
4
'
0
0
"
W
3
6
4
.
6
6
'N36°53'48"E61.09'66.45'S83°04'05"E156.37'S77°02'20"E51.47'N19°58'59"E80.22'N59°26'00"E81.91'N21°49'07"Echord 190.94'N36°53'48"E262.75'S53°
0
6
'
1
2
"
E
244.
9
3
'N61°48'20"E67.89'S
3
0
°
3
4
'
0
0
"
E
1
1
4
.
0
6
'N36°53'48"E233.27'S
3
0
°
2
0
'
3
9
"
E
1
1
0
.
9
8
'184.45'S
3
0
°
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0
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4
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3
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0
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9
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0
0
'
S
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0
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2
0
'
3
9
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E
47
7
.
4
4
'N49°58'11"Wchord 99.20'L=116.78'R=60.00'Curve DataL=115.45'R=60.00'S26°17'57"Echord 73.33'L=78.89'R=60.00'N07°00'57"E110.00'N07°00'57"ES89°14'41"W148.66'N
3
0
°
5
5
'
5
6
"
W
9
2
.
1
4
'N83°03'58"W156.69'N57°00'01"Wchord 118.65'L=112.84'R=135.00'N18°58'50"Wchord 92.89'L=93.58'R=225.00'S83°03'58"E156.51'N57°00'01"Wchord 74.70'L=77.35'R=85.00'N12°00'00"Wchord 113.56'L=115.65'R=175.00'181.11'N2
0
°
5
3
'
2
4
"W
49
.
3
2
'N78°37'41"W400.00'N07°00'53"E229.53'S06°45'42"W243.63'S07°02'47"W171.99'N
3
0
°
5
5
'
5
6
"W
9
2
.
1
4
'N06°58'44"Wchord 156.27'L=157.82'R=325.00'N06°50'20"Wchord 89.28'L=89.93'R=175.00'N11°22'19"E271.31'S78°37'41"E400.00'S00°12'51"Echord 90.54'L=90.80'R=350.00'N11°22'19"E28.71'N11°22'51"E237.39'S82°10'44"WS12°37'31"W510.28'S78°00'50"E140.18'N06°55'56"E181.11'N06°55'56"ES00°21'17"Echord 54.99'L=55.12'R=225.00'S83°05'47"E149.59'S06°55'56"W177.11'S11°22'51"W230.21'S01°27'04"E180.34'S11°44'36"W146.03'N06°58'44"Wchord 132.23'L=133.54'R=275.00'N2
0
°
5
3
'2
4
"W49.
32
'N04°45'17"Wchord 125.06'L=126.73'R=125.00'N01°51'17"Wchord 99.04'L=99.49'R=300.00'587.42'S83°00'08"W91.40'323.70'S07°29'10"E564.93
'S83°00'08"W1491.36' (0-IP8 to 0-IP7)Chord: N57°48'04"E67.85'Curve: L=67.86'R=1559.0'N33°26'45"E10.00'N52°38'28"Wchord 211.41'L=211.57'R=1549.00'50.31'S83°51'45"W125.95'S77°20'40"E265.00'N78°45'48"Echord 141.76'S13°27'25"W133.33'S01°24'58"E71.20'186.14'S82°10'44"W172.98'L=145.95',R=175.00'N54°52'15"E23.03'S36°31'05"E35.73'S06°01'13"Wchord 32.36'CurveL=32.45'R=125.00'S78°01'35"E259.36'N64°50'06"E76.25'N24°23'19"E90.56'S78°55'17"E107.55'S12°03'56"W61.59'S54°52'15"W78.96'S78°45'48"Wchord 101.26'S33°28'06"Wchord 91.26'L=93.39'R=125.00'L=104.25',R=125.00'S07°38'46"E65.08'S02°12'35"Wchord 59.91'L=60.24'R=175.00'S12°03'56"W16.83'N13°27'25"E133.33'N01°24'58"W155.40'N34°33'42"Echord 121.48.'L=130.75'R=175.00'N54°52'15"E5.92'N36°31'05"W34.52'N11°31'50"Wchord 105.61'L=109.03'R=125.00'N06°01'13"Echord 19.41'L=19.47'R=75.00'N07°38'46"W65.08'N02°12'35"Echord 77.03'L=77.41'R=225.00'349.05' (0-IP7 to 37S-NEW)420.91'176.77'310.01'151.06'414.
2
1
'N02°12'35"Echord 77.03'L=77.41'R=225.00'199.88'200.12'chordS45°55'55"E 67.41'Curve L=67.59', R=270.0'S49°22'14"E97.33'67.93'87.73'353.04'N12°58'45"E670.23'N44°42'248"Wchord 217.27'L=217.45'R=1549.00'N39°29'50"Wchord 64.21'L=64.22'R=1549.00'N34°19'37"Wchord 215.17'L=215.35'R=1549.00'1
0
3
6
.
0
2
'
(R
O
W
P
T
1
S
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o
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2
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)N40°23'30"Wchord 316.43'L=318.06'R=906.87'N52°25'48"Wchord 63.01'L=63.02'R=906.87'ChordS34°39'49"E 38.58'Curve L=38.61', R=270.00'N59°44'58"E148.34'272.
0
6
'
S54°
2
6
'
5
6
"
E (LEONE to O-IP15) (O-IP15 to LEOSE )50'50'64'
66'
72'
(OFR
5
t
o
R
O
W
P
T
2
S
)
66'N50°45'25"Echord 91.57'L=91.68'R=532.00'N50°45'25"Wchord 80.55'L=80.65'R=468.00'N15°31'07"Echord 47.80'L=47.84'R=468.00'64
'N55°41'39"E16.08'S55°41'39"W233.08'60'S83°00'08"WS83°00'08"Wchord 63.36'S11°31'50"ECurve L=65.42'R=75.00'49.1'MABEL WAYMABEL WAY OLD FARM ROADLot 501.15 acN45°39'56"E390.74'S3
8
°
0
7
'
5
1
"
E
21
6
.
3
6
'
S70°49'08"E57.70'Refer to Sheet E-1 "EasementPlan" for easementinformation.Refer to Sheet E-1 "EasementPlan" for easementinformation.City R.O.W. to be reduced from66' to 60' along frontage of Lot 20.SEE SHEET PL-1SEE SHEET PL-1
Ex. Permanent slope rights forthe benefit of City of SouthBurlingtonEx. Stormwater easement forthe benefit of the City of SouthBurlingtonEx. 20' wide access easement for thebenefit of the City of South BurlingtonOpen Space & StormwaterEasement = 3.0 acresEx. Stormwater easement forthe benefit of the City ofSouth Burlington.Ex. 10' wide utility easement toGreen Mountain PowerLimit of open spaceeasementLimit of Open SpaceEasementNew 10' easement for GreenMountain Power.Ex. 10' easement for GreenMountain Power.Ex. 10' easement for GreenMountain Power.Ex. 10' easement for GreenMountain Power.New 10' easement forGreen Mountain Power.Ex. 20' utility easement for thebenefit of the City of SouthBurlington.Lot 6Proposed ParkArea = 3.04 acTWO
B
RO
TH
E
R
S
D
R
I
V
E
Lot 13 2.77 acLot 100.93 acTWO BROTHERS DRIVELOT 141.08 acTWO BROTHERSLot 5CommonElement Area =8.73 ac.LOT 7 COMMON ELEMENT AREA = 2.44 ac.LOT 8COMMON ELEMENTAREA =4.65 ac.LOT 9 COMMONELEMENT 1.84 ac.50'50'50'60'6
0
'
60'60'
60'60'O'BRIEN FARM ROADLAURENTIDE LANELEDGE WAYSPLIT ROCK COURTO'BRIEN FARM ROADLEO LANEKENNEDY DRIVEOLD FARM ROADELDREDGE STREETEx. Old Farm Road to be removedLot 41.06 acLot 111.17 acLot 152.38 acLot 121.57 acLot 173.11 acLot 162.69 acLot 202.13 acLot 212.30 acLot 221.25 acLot 241.25 acLot 332.38 acLot 18 1.17 acLot 19 1.51 acOLD FARM ROAD (relocated)Ex. Sidewalk and utilityeasement30' wide Access and Utilityeasement for pedestrianconnectivity and contiguousgreen space.DANIEL DRIVE 30' wide easement forpedestrian connectivity andcontiguous green space.50'
ROW
ROWLot 360.66 acLot 490.54 ac60'
65.4'50'DRIVE Lot 5Lot 5Lot 5Lot 5O'BRIEN FARMROAD66'
66'MABEL WAYOLD FARM ROADNew 20' utility easement forthe benefit of the City ofSouth Burlington.20' wide Access and Utilityeasements, for pedestrianconnectivity and contiguous greenspace, and utility installation.New 10' wide utility easementto Green Mountain PowerNew 30' wide Accessand Utility easement.New 10' wide utility easementto Green Mountain PowerNew 10' wide utility easementto Green Mountain PowerNew 10' wide utility easementto Green Mountain Power20' wide access andutility easement.New 20' utility easement forthe benefit of the City ofSouth Burlington.Stormwater utility easementfor the benefit of the City ofSouth Burlington.New Utility Easement for the benefit of Green Mountain PowerNew Utility Easement for the benefit of the City of South BurlingtonNew Open Space EasementNew Access & Utility Easement
K
IM
B
A
L
L
A
V
E
N
U
E OLD FARM ROADMABEL WAYEx. Old Farm Road to be removedLot 202.13 acLot 212.30 acLot 221.25 acLot 241.25 acLot 252.53 acLot 261.88 acLot 271.00 acLot 282.11 acLot 332.38 acLot 312.39 acLot 324.80 acLot 352.38 acLot 291.04 acLot 341.30 acLot 393.54 ac 1.17 acLot 19 1.51 acLot 371.10 acLot 381.55 acOLD FARM ROAD (relocated)O'B
R
I
EN
FA
RM
ROA
D
E
A
S
TBARN ROADLot 47 OpenSpace 12.64 acLot 401.90 acLot 48OpenSpace4.56 acLot 463.96 acLot 423.14 acLot 433.95 acLot 443.51 acLot 413.65 acLot 452.90 acPOTASH ROADDANIEL DRIVE
Lot 230.12 acL
o
t
3
0
0
.
3
0
a
c Lot 360.66 acLot 490.54 ac60'
65.4'60'50'50'50'50'64'
66'
72'
66'
64
'60'49.1'MABEL WAYMABEL WAY OLD FARM ROADLot 501.15 ac20' wide easement forpedestrian connectivity andcontiguous green space.Ex. 10' wide utility easement toGreen Mountain PowerNew Access and Utilityeasement for the benefit ofthe City of South Burlington.New 20' utility easement forthe benefit of the City ofSouth Burlington.New 10' wide utility easementto Green Mountain PowerNew 10' wide utility easementto Green Mountain PowerNew 10' wide utility easementto Green Mountain PowerNew 10' wide utility easementto Green Mountain Power20' wide utility easement.Utility and Access easements.New utility easement.20' wide Access and utilityeasement.New 30' wide Accessand Utility easement.New 10' wide utility easementto Green Mountain PowerNew 10' wide utility easementto Green Mountain PowerNew 10' wide utility easementto Green Mountain PowerNew 10' wide utility easementto Green Mountain Power20' wide access andutility easement.South Burlington.Stormwater utility easementfor the benefit of the City ofSouth Burlington.New 30' wide Accessand Utility easement.Stormwater utility easementfor the benefit of the City ofSouth Burlington.Stormwater utility easementfor the benefit of the City ofSouth Burlington.New PedestrianAccess easement.Stormwater utility easementfor the benefit of the City ofSouth Burlington.Stormwater utility easementfor the benefit of the City ofSouth Burlington.New Utility andAccess easement.SEE SHEET E-1SEE SHEET E-1New Utility Easement for the benefit of Green Mountain PowerNew Utility Easement for the benefit of the City of South BurlingtonNew Open Space EasementNew Access & Utility Easement
LEO LANEOLD FARM ROADMABEL WAY16-116-216-316-416-716-616-516-816-916-1016-1116-1216-1316-1420-132-132-232-332-432-532-632-732-1332-1432-1531-131-531-231-331-431-620-220-320-420-520-620-720-820-920-1020-1120-1220-1320-1420-1520-1620-1720-1820-1920-2020-2120-2220-2320-2420-2520-2632-832-932-1032-1132-1216-1516-1616-1716-1816-19City R.O.W. to be reduced from66' to 60' along frontage of Lot 20.Lot 162.69 acLot 202.13 acLot 324.80 acLot 16 Common Element1.69 acLot 20 Common Element 0.92 acLot 32 Common Element3.03 ac
OLD FARM ROADO'
B
R
I
EN
FA
RM
ROAD
EA
S
T MABEL WAY32-132-232-332-432-532-632-732-1332-1432-1532-1632-1732-1832-1932-2032-2132-2232-2331-131-531-731-931-1431-1531-1631-1739-139-239-339-439-539-639-731-231-331-431-631-831-1031-1131-1231-1331-1831-1931-2031-2131-2231-2331-2431-2531-2632-832-932-1032-1132-1232-2432-2524-124-224-324-4Lot 324.80 acLot 241.25 acLot 230.12 acLot 312.39 acLot 393.54 acLot 32 Common Element3.03 acLot 24CommonElement1.06 acLot 31CommonElement1.44 acLot 39 Common Element2.52 ac
OLD FARM ROADMABEL WAYBARN ROADDANIEL DRIVE
MABEL WAY OLD FARM ROAD34-134-339-839-939-1039-1138-138-238-338-438-534-234-434-935-135-335-435-535-635-735-835-935-1034-634-734-835-1235-1335-1435-1537-237-337-437-537-635-1635-1735-1837-135-1134-1036-136-236-336-436-534-5Lot 332.38 acLot 352.38 acLot 360.66 acLot 371.10 acLot 381.55 acLot 393.54 acLot 34 Common Element0.77 acLot 341.30 acLot 35CommonElement1.53 acLot 36CommonElement0.47 acLot 37CommonElement0.79 acLot 38 Common Element1.09 acLot 39 Common Element2.52 ac
50' Wetland Setback
Wetland A
T
y
p
e
I
I
I
50'
We
t
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a
nd
Se
t
ba
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Wetland B T
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50' WetlandSetbackWetland C
Type III
New Trash/Recylcing
New 8" PVC Sewer
s=0.0066
New 8"
P
V
C
S
e
w
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r
s=0.0066
New Trash/Recylcing
New Trash/Recylcing
NewBikeRack
New co
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c
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t
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gwall
New SM
hRim 342.
4Inv. in 328
.
4
6Inv. out 32
8
.
3
6
New 6" P
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3
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sanitar
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s
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.
Coordiant
e
w
i
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mecha
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l
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.
Convert
8
"
P
V
C
S
D
R
35 sanitar
y
s
e
w
e
r
installed in
P
h
a
s
e
1
t
o
building se
r
v
i
c
e
.
Coordi
n
a
t
e
w
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t
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a
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p
l
a
n
s
.
New stre
e
tlight (typ.
)
New Mai
l
Buildin
g
a
n
d
Trash/ Re
c
y
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c
i
n
g
New BikeRack
New Bik
eRack
New BikeRack
8' MIN 8' MIN
TR1 TP5
TR1 TP4
TR1 TP3
TR1 TP2
TR1 TP1 TR7 TP2
TR7 TP1
TR5 TP2
TR5 TP1
TR3 TP2
TR3 TP1
TR4 TP2
TR4 TP1
TR6 TP3
TR6 TP2
TR6 TP1
TR2 TP1 TR2 TP2TR2 TP3TR2 TP4
New ga
t
evalve, c
a
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,stub, thr
u
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tblock, an
dwitness for
8
"
water
m
a
i
n
.
NewHydrantassembly
New 8
"
w
a
t
e
r
stub wit
h
c
a
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,
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o
c
k
a
n
d
witness
NewHydrantassemb
l
y
New 8" x
8
"
x
8
"
tee, thrust
b
l
o
c
k
and ga
t
e
v
a
l
v
e
.
Relocate h
y
d
r
a
n
t
o
u
t
of sidew
a
l
k
.
New 6"tapping sle
e
v
e
and val
v
e
.
4"6"
4"
6"
6"4"
4"6"
New 15"
HDP
E s
=
0.07
6 15" HDPE
s=0.
089 15" HDPE
s=0
.
052
New 15"
H
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New 18" H
D
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=
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.
0
0
5
Gravel
W
e
t
l
a
n
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#
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0
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6
.
5
Gravel
W
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.
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Gravel W
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'
Elev.
3
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New 1
5
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H
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=
0
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Gravel
W
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#
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121' x 3
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1
.
0
New 12" HDP
Es=0.01 New 15" HDPE
s=0.0
6
8
New 12
"
HD
PE
s=0.01
8
New 15"
H
DP
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New 15" HDPEs=0.055
New 15" H
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P
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=
0
.
0
4
2
New 1
5
"
H
D
P
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s=0.073
New 15" HDPEs=0.083 New 15"
H
D
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s=0.01
New 15" HDPE s=0.086
New
1
5"
H
DP
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s=
0
.0
3
9
New 12" HDPE
s=0
.
06
New 12" H
D
P
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s
=
0
.
0
1
New 15" H
D
P
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s
=
0
.
0
1
New 18" HDPE
s
=
0
.
0
2
8
New 1
8"
HD
PE
s
=
0.
1
2
New 1
8
"
H
D
P
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s
=
0
.
0
9
6
New 18" H
D
P
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s
=
0
.
0
3
3
New 15"
H
D
P
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s
=
0
.
0
1
New
1
5
"
H
D
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s=0.01
New
1
5
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PE
s
=
0
.0
1
New 1
5"
H
DP
E
s
=0
.
05
4
New 15"
H
D
P
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s
=
0
.
0
2
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H
DP
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s
=
0.
0
5
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New 1
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HDPE
s=0
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3
New
1
5
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P
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s
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1
New 12
" HDPE
s=0
.
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New 15"HDPE s=0.0
1
New 15"
HDPE s=0
.
0
1
New 18"
H
D
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New 18"HDPEs=0.029
New 12
"
H
D
P
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s
=
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.
0
0
5
New 15" HD
P
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s
=
0
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0
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New 15"
H
D
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=
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New 15" H
D
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s
=
0
.
0
2
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New 15"
H
D
P
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s
=
0
.
0
2
6
Convert
C
B
#
5
8
to solid c
o
v
e
r
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HILLSIDE @
O'BRIEN FARM
OWNER AND APPLICANT:
ISSUED FOR PERMIT REVIEW
NOT FOR CONSTRUCTION
PROPERTY INFORMATION:
PH-1
OVERALL PHASING
PLAN
Old Farm Road and Kennedy Drive,
South Burlington, Vermont
O'BRIEN BROTHERS
1855 WILLISTON ROAD
SOUTH BURLINGTON, VT 05403
164 Main Street, Suite 201 P: (802) 878-0375
Colchester, Vermont 05446
email@krebsandlansing.com
Leo Lane Phase 2
Open Space, Park Amenity, and Playground Phase 12
Relocated Old Farm
Road Phase 8
O'Brien Farm Road extension to new
Old Farm Road Phase 10
Existing Old Farm Road improvements
& Village Green Phase 6
Potash Road Phase 14
Old Farm Road/Kimball Avenue
Intersection Traffic Light Phase 13
Open Space amenity, IC Trail Phase 16
Mabel Way north
Phase 5
Daniel Drive, Barn Road, and
south Mabel Way Phase 3
Potash Road/Kimball Avenue Intersection Traffic
Light Phase 15
O'Brien Farm Road cul-de-sac
Phase 9
Barn Improvements Village Green
Phase 7
Open Space, Park Amenity Phase 11
EASTVIEW
LIMIT OF
EASTVIEW
EX.
POND #1
EX.
POND #2
EX.
POND #3
WET
POND A
GRAVEL
WETLAND
#1
GRAVEL
WETLAND
#2
GRAVEL
WETLAND #3
GRAVEL
WETLAND #4
GRAVEL
WETLAND #5
GRAVEL
WETLAND #6B
GRAVEL
WETLAND #7
GRAVEL
WETLAND #8
Lot 1
8.9 ac
Lot 2
5.0 ac
Lot 3
2.0 ac
Lot 4
1.1 ac
Lot 5
8.8 ac
Lot 6
3.0 ac
Lot 7
2.4 ac
Lot 5
8.8 ac
Lot 8
4.6 ac
Lot 9
1.9 ac
Lot 10
0.9 ac
Lot 11
1.2 ac
Lot 13
2.78 ac
Lot 15
2.38 ac
Lot 12
1.6 ac
Lot 14
1.1 ac
Lot 17
3.11 ac
Lot 16 2.81 ac
Lot 20 2.13 ac
Lot 21
2.30 ac
Lot 22
1.25 ac
Lot 23
0.12 ac
Lot 24
1.25 ac
Lot 25
2.53 ac
Lot 26
1.88 ac
Lot 27
1.00 ac
Lot 28
2.11 ac
Lot 31
2.39 ac
Lot 32
4.80 ac
Lot 35
2.38 ac
Lot 47
Open Space
12.64 ac
Lot 29
1.04 ac
Lot 41
3.91 ac
Lot 46
3.96 ac
Lot 48
Open Space
4.56 ac
Business
Park North
Lot 4
2.4 ac
Archaeology
Zone
Archaeology
Zone
Lot 34
1.30 ac
Lot 39
3.54 ac
Lot 18
Open Space
1.17 ac
Lot 19
Open Space
1.51 ac
16-1 16-2 16-3 16-4
16-716-616-5 16-8 16-9 16-10 16-11 16-12 16-13 16-14
16-1516-1616-17
20-132-132-232-332-432-532-632-732-832-932-1032-1132-1232-1332-143
2
-
1
5
3
2
-1632-1732-1832-1932-2032-2132-2232-2332-
24
31-1
31-5
31-7
31-9
3
1
-
1
3
3
1
-
1
4
3
1
-
1
5
3
1
-
1
6
3
1
-
1
7
3
1
-
1
8
3
1
-
1
9
34-1
34-3
34-6
34-7
39-139-239-3
39-4
39-539-639-739-839-9
39-1039-1138-138-238-338-4
38-5
34-2
34-4
34-5
34-8
34-9
31-2
31-3
31-4
31-6
31-8
31-10
31-1131-1220-220-320-420-520-620-720-820-920-1020-1120-1220-1320-1420-1520-1620-1720-1820-1920-2020-2120-2220-2320-2420-2520-263
1
-
2
0
3
1
-
2
1
Lot 38
1.55 ac
35-1
35-2
35-3
35-4
35-5
35-6
35-7
35-8
35-9
35-10
Lot 42
3.42 ac
Lot 43
3.95 ac
Lot 44
3.51 ac
Lot 45
2.90 ac
Lot 37
1.10 ac
16-18
16-19
3
1
-
2
2
3
1
-
2
3
3
1
-
2
4
3
1
-
2
5
3
1
-
2
632-25
35-12
35-13
35-14
35-15
35-16
35-17
35-18
36-137-1
35-11
Soil Stockpile and Fill Area
Phase 4
Potash road and Construction
Staging Area Phase 1
34-10
Lot 30
0.30 ac
Lot 36
0.66 ac
24-1
24-124-2
24-3
24-436-236-336-436-537-2
37-3
37-4
37-5
GRAVEL
WETLAND
#6A
37-6
Old Farm Road Sidewalk to VT 116 Phase 17
Lot 40
1.90 ac
Lot 50
1.15 ac
Lot 33
2.38 ac
Lot 49
0.54 ac
Kimball Avenue Recreation Path Phase 18
50' Wetland Setback
Wetland A T
y
p
e
I
I
I
50'
We
t
l
a
nd
Se
t
ba
c
k
Wetland B
T
y
p
e
I
I
I
50' WetlandSetbackWetland C
Type III
8' MIN 8' MIN
TR1 TP5
TR1 TP4
TR1 TP3
TR1 TP2
TR1 TP1 TR7 TP2
TR7 TP1
TR5 TP2
TR5 TP1
TR3 TP2
TR3 TP1
TR4 TP2
TR4 TP1
TR6 TP3
TR6 TP2
TR6 TP1
TR2 TP1 TR2 TP2 TR2 TP3TR2 TP4
HILLSIDE @
O'BRIEN FARM
OWNER AND APPLICANT:
ISSUED FOR PERMIT REVIEW
NOT FOR CONSTRUCTION
PROPERTY INFORMATION:
C-1
OVERALL SITE
PLAN
Old Farm Road and Kennedy Drive,
South Burlington, Vermont
O'BRIEN BROTHERS
1855 WILLISTON ROAD
SOUTH BURLINGTON, VT 05403
164 Main Street, Suite 201 P: (802) 878-0375
Colchester, Vermont 05446
email@krebsandlansing.com
pcg 338.5
EASTVIEW
LIMIT OF
EASTVIEW
EX.
POND #1
EX.
POND #2
EX.
POND #3
WET
POND A
GRAVEL
WETLAND
#1
GRAVEL
WETLAND
#2
GRAVEL
WETLAND #3
GRAVEL
WETLAND #4
GRAVEL
WETLAND #5
GRAVEL
WETLAND #6B
GRAVEL
WETLAND #7
GRAVEL
WETLAND #8
Lot 1
8.9 ac
Lot 2
5.0 ac
Lot 3
2.0 ac
Lot 4
1.1 ac
Lot 5
8.8 ac
Lot 6
3.0 ac
Lot 7
2.4 ac
Lot 5
8.8 ac
Lot 8
4.6 ac
Lot 9
1.9 ac
Lot 10
0.9 ac
Lot 11
1.2 ac
Lot 13
2.78 ac
Lot 15
2.38 ac
Lot 12
1.6 ac
Lot 14
1.1 ac
Lot 17
3.11 ac
Lot 16 2.81 ac
Lot 20 2.13 ac
Lot 21
2.30 ac
Lot 22
1.25 ac
Lot 23
0.12 ac
Lot 24
1.25 ac
Lot 25
2.53 ac
Lot 26
1.88 ac
Lot 27
1.00 ac
Lot 28
2.11 ac
Lot 33
2.38 ac
Lot 31
2.39 ac
Lot 32
4.80 ac
Lot 35
2.38 ac
Lot 47
Open Space
12.64 ac
Lot 29
1.04 ac
Lot 40
1.90 ac
Lot 41
3.65 ac
Lot 46
3.96 ac
Lot 48
Open Space
4.56 ac
Business
Park North
Lot 4
2.4 ac
Archaeology
Zone
Archaeology
Zone
Lot 34
1.30 ac
Lot 39
3.54 ac
Lot 18
Open Space
1.17 ac
Lot 19
Open Space
1.51 ac
16-1 16-2 16-3 16-4 16-716-616-5 16-8 16-9 16-10 16-11 16-12 16-13 16-14
20-132-132-232-332-432-532-632-732-832-932-1032-1132-1232-1332-143
2
-
1
5
32
-1632-1732-1832-1932-2032-2132-2232-2332-24
31-1
31-5
31
-
7
3
1
-
9
3
1
-
1
3
3
1
-
1
4
3
1
-
1
5
3
1
-
1
6
3
1
-
1
7
3
1
-
1
8
3
1
-
1
9
34-1
34-3
34-6
34-7
39-139-239-3
39-4
39-539-639-739-839-9
39-1039-1138-138-238-338-4
38-5
34-2
34-4
34-5
34-8
34-9
31-2
31-3
31-4
31-6
31
-
8
3
1
-
1
0
31-1131-1220-220-320-420-520-620-720-820-920-1020-1120-1220-1320-1420-1520-1620-1720-1820-1920-2020-2120-2220-2320-2420-2520-263
1
-
2
0
3
1
-
2
1
Lot 38
1.55 ac
35-1
35-2
35-3
35-4
35-5
35-6
35-7
35-8
35-9
35-10
Lot 42
3.14 ac
Lot 43
3.95 acLot 44
3.51 ac
Lot 45
2.90 ac
Lot 37
1.10 ac
3
1
-
2
2
3
1
-
2
3
3
1
-
2
4
3
1
-
2
5
3
1
-
2
632-25
35-12
35-13
35-14
35-15
35-16
35-17
35-18
36-137-1
35-11
34-10
Lot 30
0.30 ac
Lot 36
0.66 ac
24-1
24-124-2
24-3
24-436-236-336-436-537-2
37-3
37-4
37-5
37-6
GRAVEL
WETLAND
#6A16-1516-1616-17
16-18
16-19
Lot 49
0.54 ac
Lot 50
1.15 ac
Pedestrian
easement
PROPOSED SIDEWALK
EXTENSION REQUIRED
BY DEVELOPMENT
REVIEW BOARD
PRELIMINARY PLAT
APPROVAL
Airport Appro
a
c
h
C
o
n
e
Airport Appr
o
a
c
h
C
o
n
e
Airpor
t
A
p
p
r
o
a
c
h
C
o
n
e
50' Wetland Setback
Wetland A T
y
p
e
I
I
I
50'
We
t
l
a
nd
Se
t
ba
c
k
Wetland B
T
y
p
e
I
I
I
50' WetlandSetbackWetland C
Type III
New 8" PVC Sewer
s=0.0066
New 8"
P
V
C
S
e
w
e
r
s=0.0066
New SM
hRim 342.4Inv. in 328
.
4
6Inv. out 32
8
.
3
6
New 6" P
V
C
S
D
R
3
5
sanitar
y
s
e
w
e
r
s
e
r
v
i
c
e
to buil
d
i
n
g
.
C
o
n
n
e
c
t
to Phas
e
1
s
t
u
b
.
Coordian
t
e
w
i
t
h
mechan
i
c
a
l
p
l
a
n
s
.
Convert
8
"
P
V
C
S
D
R
35 sanitar
y
s
e
w
e
r
installed in
P
h
a
s
e
1
t
o
building se
r
v
i
c
e
.
Coordi
n
a
t
e
w
i
t
h
mechanic
a
l
p
l
a
n
s
.
8' MIN 8' MIN
TR1 TP5
TR1 TP4
TR1 TP3
TR1 TP2
TR1 TP1 TR7 TP2
TR7 TP1
TR5 TP2
TR5 TP1
TR3 TP2
TR3 TP1
TR4 TP2
TR4 TP1
TR6 TP3
TR6 TP2
TR6 TP1
TR2 TP1 TR2 TP2TR2 TP3TR2 TP4
New 6" PV
C
S
D
R
3
5
s
a
n
i
t
a
r
y
sewer s
e
r
v
i
c
e
t
o
b
u
i
l
d
i
n
g
.
s=14"/ft min.
New 6" P
V
C
S
D
R
3
5
sanitar
y
s
e
w
e
r
s
e
r
v
i
c
e
to build
i
n
g
.
C
o
n
n
e
c
t
to Phase
1
s
t
u
b
.
Coordina
t
e
w
i
t
h
mechanica
l
p
l
a
n
s
.
New 6"
P
V
C
S
D
R
3
5
sanitary s
e
w
e
r
s
e
r
v
i
c
e
to buildin
g
.
s
=
14"/ft
min. Coord
i
n
a
t
e
w
i
t
h
mecha
n
i
c
a
l
p
l
a
n
s
.
New SMHRim 35
8
.
9Inv. in 3
5
1
.
2Inv. out
3
5
1
.
1Contracto
r
s
h
a
l
l
v
e
r
i
f
y
p
i
p
e
i
n
v
e
r
t
prior to or
d
e
r
i
n
g
m
a
n
h
o
l
e
New 6" P
V
C
S
D
R
3
5
sanitary se
w
e
r
s
e
r
v
i
c
e
to build
i
n
g
.
C
o
n
n
e
c
t
to Phase
1
s
t
u
b
.
Coordinat
e
w
i
t
h
mechanica
l
p
l
a
n
s
.
HILLSIDE @
O'BRIEN FARM
OWNER AND APPLICANT:
ISSUED FOR PERMIT REVIEW
NOT FOR CONSTRUCTION
PROPERTY INFORMATION:
C-1.1
OVERALL ZONING
PLAN
Old Farm Road and Kennedy Drive,
South Burlington, Vermont
O'BRIEN BROTHERS
1855 WILLISTON ROAD
SOUTH BURLINGTON, VT 05403
164 Main Street, Suite 201 P: (802) 878-0375
Colchester, Vermont 05446
email@krebsandlansing.com
pcg 338.5
EASTVIEW
LIMIT OF
EASTVIEW
EX.
POND #1
EX.
POND #2
EX.
POND #3
WET
POND A
GRAVEL
WETLAND
#1
GRAVEL
WETLAND
#2
GRAVEL
WETLAND #3
GRAVEL
WETLAND #4
GRAVEL
WETLAND #5
GRAVEL
WETLAND #6B
GRAVEL
WETLAND #7
GRAVEL
WETLAND #8
Lot 1
8.9 ac
Lot 2
5.0 ac
Lot 3
2.0 ac
Lot 4
1.1 ac
Lot 5
8.8 ac
Lot 6
3.0 ac
Lot 7
2.4 ac
Lot 5
8.8 ac
Lot 8
4.6 ac
Lot 9
1.9 ac
Lot 10
0.9 ac
Lot 11
1.2 ac
Lot 13
2.78 ac
Lot 15
2.38 ac
Lot 12
1.6 ac
Lot 14
1.1 ac
Lot 17
3.11 ac
Lot 16 2.81 ac
Lot 20 2.13 ac
Lot 21
2.30 ac
Lot 22
1.25 ac
Lot 23
0.12 ac
Lot 24
1.25 ac
Lot 25
2.53 ac
Lot 26
1.88 ac
Lot 27
1.00 ac
Lot 28
2.11 ac
Lot 33
2.92 ac
Lot 31
2.39 ac
Lot 32
4.80 ac
Lot 35
2.38 ac
Lot 47
Open Space
12.64 ac
Lot 29
1.04 ac
Lot 41
3.91 ac
Lot 46
3.96 ac
Lot 48
Open Space
4.56 ac
Business
Park North
Lot 4
2.4 ac
Archaeology
Zone
Archaeology
Zone
Lot 34
1.30 ac
Lot 39
3.54 ac
Lot 18
Open Space
1.17 ac
Lot 19
Open Space
1.51 ac
16-1 16-2 16-3 16-4
16-716-616-5 16-8 16-9 16-10 16-11 16-12 16-13 16-14
20-132-132-232-332-432-532-632-732-832-932-1032-1132-1232-1332-143
2
-
1
5
32
-1632-1732-1832-1932-2032-2132-2232-2332-2
4
31-1
31-5
31-7
31-9
3
1
-
1
3
3
1
-
1
4
3
1
-
1
5
3
1
-
1
6
3
1
-
1
7
3
1
-
1
8
3
1
-
1
9
34-1
34-3
34-6
34-7
39-139-239-3
39-4
39-539-639-739-839-9
39-1039-1138-138-238-338-4
38-5
34-2
34-4
34-5
34-8
34-9
31-2
31-3
31-4
31-6
31-8
31-10
31-1131-1220-220-320-420-520-620-720-820-920-1020-1120-1220-1320-1420-1520-1620-1720-1820-1920-2020-2120-2220-2320-2420-2520-263
1
-
2
0
3
1
-
2
1
Lot 38
1.55 ac
35-1
35-2
35-3
35-4
35-5
35-6
35-7
35-8
35-9
35-10
Lot 42
3.42 ac
Lot 43
3.95 ac
Lot 44
3.51 ac
Lot 45
2.90 ac
Lot 37
1.10 ac
3
1
-
2
2
3
1
-
2
3
3
1
-
2
4
3
1
-
2
5
3
1
-
2
632-25
35-12
35-13
35-14
35-15
35-16
35-17
35-18
36-137-1
35-11 34-10
Lot 30
0.30 ac
Lot 36
0.66 ac
24-1
24-124-2
24-3
24-436-236-336-436-537-2
37-3
37-4
37-5
GRAVEL
WETLAND
#6A16-1516-1616-17
16-18
16-19
37-6
Lot 40
1.90 ac
Lot 50
1.15 ac
New SMh
Rim 417.43
Inv. in 411.73
Inv. out 411.63
New SMh
Rim 419.28
Inv. in 413.58
Inv. out 413.48New 12" D.I. water mainNew CB
Rim 417.20
Inv. in 406.45
Inv. out 406.35
Inv. fd 407.7
New CB
Rim 417.20
Inv. fd 407.8
Inv. out 406.55
New CB
Rim 419.05
Inv. in 408.55
Inv. out 408.45
Inv. fd 409.8
New CB
Rim 419.05
Inv. fd 410.3
Inv. out 409.05
Lot 18
Open Space
1.17 ac
16-1 16-2 16-3
16-4
20-1 20-2 20-3
20-4 20-5 20-6
20-7
Lot 16
2.81 ac
Lot 20
2.13 ac
New 4" PVC
SDR 35 sanitary
service. s=1
4"/ft.
min. Typical all
units.
FUTURE
ATHLETIC FIELD
New 8" PVC Sewer s=0.01
PCG 419.0
PCG 419.0 PCG 418.5
PCG 418.0
PCG 419.0PCG 420.0
8' paved multi-use path
9 Parking spaces New 15"HDPENew 15" HDPENew 15" HDPE s=0.01
New 12"CL 52 D.I.
Water. Connect to Phase
1 stub. Verify elevation
prior to laying pipe
New 12" x 12" x
12" tee with
thrust block
New 12"
gate valves
New 12" CL 52
D.I. water main
New Hydrant
assembly
New 34" k copper
water service
and curb stop.
Typical all units.
New 12" CL 52 D.I. Water m
a
i
n
New 12" x 12" x 4"
tee with thrust block
New 4"
gate valve
New 12"tee
with valve &
thrust block
New 12"
gate valve
New 45° bends
with thrust blocks
HILLSIDE @
O'BRIEN FARM
OWNER AND APPLICANT:
ISSUED FOR PERMIT REVIEW
NOT FOR CONSTRUCTION
PROPERTY INFORMATION:
C-2
SITE PLAN -
LEO LANE
Old Farm Road and Kennedy Drive,
South Burlington, Vermont
O'BRIEN BROTHERS
1855 WILLISTON ROAD
SOUTH BURLINGTON, VT 05403
164 Main Street, Suite 201 P: (802) 878-0375
Colchester, Vermont 05446
email@krebsandlansing.com
Lot 5
8.8 ac
EASTVIEW
HILLSIDE @
O'BRIEN FARM
OWNER AND APPLICANT:
ISSUED FOR PERMIT REVIEW
NOT FOR CONSTRUCTION
PROPERTY INFORMATION:
C-2.1
SITE PLAN -
LEO LANE &
Multi-Use Path
Connection
Old Farm Road and Kennedy Drive,
South Burlington, Vermont
O'BRIEN BROTHERS
1855 WILLISTON ROAD
SOUTH BURLINGTON, VT 05403
164 Main Street, Suite 201 P: (802) 878-0375
Colchester, Vermont 05446
email@krebsandlansing.com
EASTVIEW
New 5' paved strip to be
installed adjacent to
existing 5' concrete
walk to provide 10' total
width.
New 5' paved strip to be
installed adjacent to
existing 5' concrete
walk to provide 10' total
width.
New 10' wide paved
access ramps
Remove existing curb
cut and sidewalk ramp
New SMh
Rim 408.43
Inv. in 402.73
Inv. out 402.63
New SMh
Rim 414.72
Inv. in 409.02
Inv. out 408.92
New SMh
Rim 417.43
Inv. in 411.73
Inv. out 411.63
New SMh
Rim 415.9
Inv. in 410.23
Inv. out 410.13
New CB
Rim 411.27
Inv. in 397.75
Inv. out 397.65
Inv. fd 399.0
New CB
Rim 411.27
Inv. fd. 399.1
Inv. out 397.85
New CB
Rim 414.84
Inv. in 402.75
Inv. out 402.65
Inv. fd 403.9
New CB
Rim 414.84
Inv. fd 404.1
Inv. out 402.85
New CB
Rim 417.20
Inv. in 406.45
Inv. out 406.35
Inv. fd 407.7
New CB
Rim 417.20
Inv. fd 407.8
Inv. out 406.55
Lot 16
2.81 ac
Lot 20
2.13 ac
16-4
16-7
16-6
16-5
16-8 16-9
16-10 16-11
16-12
32-1 32-2
32-3
32-4
32-5 32-6
20-7
20-8
20-9
20-10 20-11
20-12
20-13 20-14 20-15 20-16 20-17 20-18 20-19 20-20
20-21
20-22
Lot 32
4.80 ac
New 4" PVC
SDR 35 sanitary
service. s=14"/ft.
min. Typical all
units.
G1 G2
G3
G4
G5
G6
New 8" PVC Sewer
s=0.022
New 8" PVC S
e
w
e
r
s
=
0
.
0
1
2
New 8" PVC Se
w
e
r
s
=
0
.
0
2
3
PCG 418.0
PCG 417.5
PCG 416.5
PCG 415.0
PCG 414.0
PCG 413.0 PCG 411.5 PCG 410.0
PCG 408.0
PCG 412.0
PCG 413.0
PCG 415.5
PCG 418.0
PCG 417.0
8' paved mul
t
i
-
u
s
e
p
a
t
h
11 Parking spaces
17 Parking spacesNew 15" HDPENew 15"HDPENew 15"HDPENew 18" HDPE s=0.19
New 15" HDPE s=0.025
New 15" HDP
E
s
=
0
.
1
8
New 12" HDPE
New 12" HDP
E
New
Hydrant
assembly
New
Hydrant
assembly
New 12" CL 52
D.I. water main
New
Hydrant
assembly
New 12" D.I. CL
5
2
w
a
t
e
r
m
a
i
n
New 34" k copper
water service
and curb stop.
Typical all units.
New 12"
gate valves
New 12"tee
with valve &
thrust block
New 45°
bends with
thrust blocks
PCG 416.5
PCG 416.5
PCG 416.5
PCG 416.5
PCG 416.0
PCG 415.5
HILLSIDE @
O'BRIEN FARM
OWNER AND APPLICANT:
ISSUED FOR PERMIT REVIEW
NOT FOR CONSTRUCTION
PROPERTY INFORMATION:
C-3
SITE PLAN -
LEO LANE and Old
Farm Road
Old Farm Road and Kennedy Drive,
South Burlington, Vermont
O'BRIEN BROTHERS
1855 WILLISTON ROAD
SOUTH BURLINGTON, VT 05403
164 Main Street, Suite 201 P: (802) 878-0375
Colchester, Vermont 05446
email@krebsandlansing.com
EASTVIEW
New SMh
Rim 399.9
Inv. in 394.2
Inv. out 394.1
New SMh
Rim 402.8
Inv. in 393.5
Inv. out 393.4
New SMh
Rim 408.43
Inv. in 402.73
Inv. out 402.63
New 8" PVC SDR
35 Connect to
Phase 1 stub.
Verify elevation
prior to laying pipe
New SMh
Rim 392.92
Inv. in 386.55
Inv. out 386.45
New SMh
Rim 401.4
Inv. in 395.33
Inv. out 395.23
New SMh
Rim 408.9
Inv. in 403.23
Inv. out 403.13
New SMh
Rim 402.9
Inv. in 397.23
Inv. out 397.13
New CB
Rim 402.45
Inv. fd 393.42
Inv. out 392.17
New CB
Rim 402.45
Inv. in 390.25
Inv. out 390.15
New CB
Rim 405.7
Inv. in 393.75
Inv. out 393.65
Inv. fd 395.0
New CB
Rim 405.7
Inv. fd 395.1
Inv. out 393.85
New CB
Rim 402.25
Inv. fd 399.15
Inv. in 397.9
Inv. out 397.8
New CB
Rim 401.0
Inv. in 396.25
Inv. out 396.15
New CB
Rim 387.5
Inv. in 382.0
Inv. out 381.9
Inv fd 383.9
Lot 19
Open Space
1.51 ac
16-12
16-13
16-14
32-13
32-14
31-1
31-2
20-21
20-22 20-23
20-24 20-25
20-26
Lot 16
2.81 ac
Lot 20
2.13 ac
Lot 31
2.38 ac
New SMh
Rim 389.2
Inv. in 383.5
Inv. out 383.4
New SMh
Rim 395.25
Inv. in 386.6
Inv. out 386.5
New 4" PVC SDR
35 sanitary
service. s=14"/ft.
min. Typical all
units.
New CB
Rim 400.9
Inv. out 396.55
New CB
Rim 396.72
Inv. in 391.97
Inv. out 391.87
Inv. fd 393.12
PARK SPACE
Lot 11
1.2 ac
Inv. out 385.45
Rim 390.5
Inv. out 385.75
New CB
Rim 387.5
Inv. in 382.57
Inv. out 382.47
Inv. fd 384.57
New CB
Rim 394.0
Inv. in 383.71
Inv. out 383.61
Inv. fd 385.71
32-8
32-9
32-10
32-11
32-12
16-15 16-16
16-17
16-18
16-19New 8" PVC Sewers=0.076New 8" PVC
S
e
w
e
r
s=0.01
New 8" PVC Se
w
e
r
s=0.045
New 8" PVC S
e
w
e
r
s
=
0
.
0
5
2
New 8" PVC Se
w
e
r
s
=
0
.
0
2
2
New 8" PVC Sew
e
r
s
=
0
.
0
2
3
New 8
"
P
V
C
S
e
w
e
r
s=0.0
5
6
New 8" PVC Sewer s=0.046N
e
w
8
"
P
V
C
S
e
w
e
r
s=
0
.
1
0New 8" PVC Sewer s=0.034±PCG 408.0
PCG 405.0
PCG 403.5
PCG 406.0
PCG 409.0
PCG 405.017 Parking spaces
2 Parking spaces
8' paved multi-u
s
e
p
a
t
h
8' paved multi-u
s
e
p
a
t
h
New 24
"
H
D
P
E
s
=
0
.
0
1
New
1
5
"
HDP
ENew 15"HDPENew 18" HDPE s=0.022
New 18" HDPE s=0.19
New 15"HDPENew 15
"
HDP
E
New 15" H
D
P
E
New 15" HDPENew 18" HDPEs=0.059New 24" HDPE s=0.01
Ne
w
2
4
"
H
D
P
E
s
=
0
.
0
1
New
Hydrant
assemblyNew 8" D.I. water mainNew 8"CL 52 D.I.
Water. Connect to Phase
1 stub. Verify elevation
prior to laying pipe
New 12" x 12"
x 12" tee with
thrust block
New 12"
CL 52 D.I.
water main
New
Hydrant
assembly
New 12" CL 5
2
D
.
I
.
w
a
t
e
r
m
a
i
n
New 12"
gate
valves
New 12"
gate valves
New 12"tee
with valve &
thrust block
New 12" x
8" reducer
New 34" k copper
water service
and curb stop.
Typical all units.
New
Hydrant
assembly
New 8"
in-line gate
valve
Raised
crosswalk
New 12" x
8" reducer
New 45°
bends with
thrust blocksNew 15" HDPENew 15"
H
D
P
E
s=0.083
Ne
w
1
5
"
H
D
P
E
s=0
.
0
1
New
1
5
"
H
D
P
E
s
=
0
.
0
5
2
Ne
w
C
B
Ri
m
3
6
7
.
2
Inv
.
o
u
t
3
6
3
.
2
Ne
w
C
B
Ri
m
3
6
8
.
4
Inv
.
i
n
3
6
2
.
8
2
Inv
.
o
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t
3
6
2
.
7
2
Ne
w
C
B
Ri
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3
7
2
.
5
Inv
.
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n
3
6
7
.
7
5
Inv
.
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t
3
6
7
.
6
5
Ne
w
C
B
Ri
m
3
7
2
.
8
Inv
.
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t
3
6
8
.
3
Ri
m
3
7
5
.
5
In
v
.
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t
3
7
1
.
0New 12" HDPEs=0.019New
1
2
"
H
D
P
E
s=0.0
1
4New
1
5
"
HD
P
E
s
=
0
.
1
1
5
Ne
w
1
5
"
H
D
P
E
s=0.
0
1
me
c
h
a
n
i
c
a
l
p
l
a
n
s
.
G15
G16
G17
G18
G19
PCG 398.0
PC
G
3
9
7
.
5
PCG 398
.5PCG 401.0PCG 401.5PCG 416.0
PCG 415.5
PCG 414.0
PCG 413.5
PCG 412.5
PCG 411.5
PCG 410.5 PCG 410.0
PCG 410.0
PC
G
4
1
0
.
0
Convert from
D.I. to C900 PVC
water main.
Provide all
necessary fittings.
HILLSIDE @
O'BRIEN FARM
OWNER AND APPLICANT:
ISSUED FOR PERMIT REVIEW
NOT FOR CONSTRUCTION
PROPERTY INFORMATION:
C-4
SITE PLAN -
LEO LANE, OLD
FARM ROAD,
MABEL WAY
Old Farm Road and Kennedy Drive,
South Burlington, Vermont
O'BRIEN BROTHERS
1855 WILLISTON ROAD
SOUTH BURLINGTON, VT 05403
164 Main Street, Suite 201 P: (802) 878-0375
Colchester, Vermont 05446
email@krebsandlansing.com
EASTVIEW
New SMh
Rim 392.92
Inv. in 386.55
Inv. out 386.45
New CB
Rim 396.72
Inv. in 391.97
Inv. out 391.87
Inv. fd 393.12
New SMh
Rim 378.95
Inv. in 372.75
Inv. out 372.65
New 6" PVC
SDR 35 sanitary
sewer stub, cap ,
and witness
New End Section
Inv. out 377.5
Forebay
New Outlet
Structure 3.
See detail.
New rip rap
dispersal pad
New berm with
stone weir overflow
New stone
overflow
New CB
Rim 375.2
Inv. in 370.25
Inv. out 370.15
New CB
Rim 375.2
Inv. out 370.45
New DMh
Rim 388.0
Inv. in 379.3
Inv. out 379.2
1.2 ac
Lot 21
2.3 ac
Lot 24
1.25 ac
Lot 25
2.53 ac
Lot 19
Open Space
1.51 ac
New 6" PVC
cross pipe
between cells
2, New 18"
PVC vertical
inlet pipes
2, New 18"
PVC vertical
inlet pipes
New CB
Rim 390.5
Inv. in 385.55
Inv. out 385.45
New CB
Rim 390.5
Inv. out 385.75
New CB
Rim 379.62
Inv. in 374.67
Inv. out 375.57
New CB
Rim 379.62
Inv. out 374.87
New CB
Rim 372.00
Inv. in 367.05
Inv. out 366.95
New CB
Rim 372.0
Inv. out 367.25
New CB
Rim 371.4
Inv. out 366.65
New CB
Rim 370.50
Inv. in 365.75
Inv. out 365.65
New CB
Rim 370.50
Inv. in 365.25
Inv. out 365.15
New CB
Rim 371.33
Inv. in 366.58
Inv. out 366.48
New CB
Rim 367.05
Inv. in 362.1
Inv. out 362.0
New CB
Rim 367.05
Inv. out 362.30
New CB
Rim 353.0
Inv. in 348.05
Inv. out 347.95
New SMh
Rim 371.33
Inv. in 364.38
Inv. out 364.28
New CB
New 8" PVC Sewer s=0.08
New 8" PVC Sewer s=0.026New
8
"
P
V
C
S
e
w
e
r
s
=
0
.
0
6
9
New
8
"
P
V
C
S
e
w
e
r
s
=
0
.
0
5
6
8' paved multi-u
s
e
p
a
t
h
10'
p
a
v
e
d
m
u
l
t
i
-
u
s
e
p
a
t
h10' concrete multi-use path
Gravel Wetland #3 Cell#1
60' x 62'
Elev. 374.0
Ne
w
1
5
"
H
D
P
E New 15" HDPENew
1
5
"
H
D
P
E
New 15" HDPE s=0.07
2
New 15" HDPENew
1
5
"
H
D
P
ENew 15"HDPENew 15" HDPENew 15"HDPEGravel Wetland #3 Cell#1
60' x 62'
Elev. 374.0
New 2
4
"
H
D
P
E
s=0.0
3
0
New 15"HDPENew
15
"HDPENew 15"
HDPE New 15"HDPENew 1
8
"
H
D
P
E
New DMh
Rim 368.8
Inv. in 363.3
Inv. out 363.2
s=0.0
7
1
New 8" x 8"
x 8" tee with
thrust block
and valve
New
8" gate
valves
New 8"CL 52 D.I.
Water. Connect to
Phase 1 stub. Verify
elevation prior to laying
pipe
New
Hydrant
assembly
New 8"
C900 PVC
water main
New 1
5
"
H
D
P
E
Raised
crosswalk
24-1
24-2
24-3
24-4
New 8
"
C
L
5
2
D
.
I
.
W
a
t
e
r
m
a
i
n
New
Hydrant
assembly
New 45°
bends with
thrust blocks
New DMh
Rim 383.0
Inv. in 378.25
Inv. out 378.15
New End
Section
Inv. out
376.5
Gravel Wetland #6A Cell#1
2,670 s.f.
Elev. 376.0
Gravel Wetland #6A
Cell#2
980 s.f.
Elev. 376.0
Forebay
New stone
berm
2, New 18"
PVC vertical
inlet pipes
New Outlet
Structure 6A.
See detail.
2, New 18" PVC
vertical inlet pipes
New berm
with stone
weir overflow
New rip
rap
dispersal
pad
Ne
w
1
5
"
H
D
P
E
s
=
0
.
0
2
3
New
1
8"
HDPE
s=
0
.06
2
Lot 23
0.12 ac
12' wide
stabilized grass
maintenance
drive
12' wide
stabilized grass
maintenance
drive
12' wide
stabilized
grass
maintenance
drive
Ne
w
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,
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"
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.
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1
5
"
HDPE
s=
0
.
0
2
1
New 15"
HDP
E s=0.01
Ne
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Ri
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3
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2
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8
Inv
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3
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6
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3
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9
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.
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3
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8
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1
5
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3
6
8
.
9
Ne
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Ri
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3
7
0
.
9
Inv
.
i
n
3
6
6
.
1
5
Inv
.
o
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t
3
6
6
.
0
5
Inv
.
u
d
3
6
6
.
9
Ne
w
C
B
Ri
m
3
7
1
.
0
Inv
.
i
n
3
6
6
.
2
5
Inv
.
o
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3
6
6
.
1
5
Ne
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C
B
Ri
m
3
7
0
.
0
Inv
.
i
n
3
6
5
.
2
5
Inv
.
o
u
t
3
6
5
.
1
5
Ne
w
C
B
Ri
m
3
7
5
.
2
5
Inv
.
i
n
3
7
0
.
5
Inv
.
o
u
t
3
7
0
.
4
Ne
w
C
B
Ri
m
3
7
5
.
5
Inv
.
o
u
t
3
7
1
.
0
New 12" HDPEs=0.012New 15" HDPE
s=0.053 New 15"
HDPEs=0.021
New SMh
Rim 380.67
Inv. in 375.0
Inv. out 374.9 New 8" PVC Sewer s=0.021PCG 388.0
PCG 387.0
PCG 387.0
PCG 387.0
G1
G2
G3
G4
New rip
rap
dispersal
pad
Convert from
D.I. to C900 PVC
water main.
Provide all
necessary fittings.New 8" C900 PVC water mainConvert from
D.I. to C900 PVC
water main.
Provide all
necessary fittings.
HILLSIDE @
O'BRIEN FARM
OWNER AND APPLICANT:
ISSUED FOR PERMIT REVIEW
NOT FOR CONSTRUCTION
PROPERTY INFORMATION:
C-5
SITE PLAN -
Old Farm Road and
O'Brien Farm Road
Old Farm Road and Kennedy Drive,
South Burlington, Vermont
O'BRIEN BROTHERS
1855 WILLISTON ROAD
SOUTH BURLINGTON, VT 05403
164 Main Street, Suite 201 P: (802) 878-0375
Colchester, Vermont 05446
email@krebsandlansing.com
EASTVIEW
Ne
w
M
a
i
l
Bu
i
l
d
i
n
g
a
n
d
Tr
a
s
h
/
R
e
c
y
l
c
i
n
g
Lot 17
3.11 ac
Forebay
New DMh
Rim 358.3
Inv. in 352.8
Inv. out 352.7
New DMh
Rim 349.0
Inv. in 343.5
Inv. out 343.4
New DMh
Rim 338.0
Inv. in 333.42
Inv. out 333.32
New 18"
H
D
P
E
s=0.0
3
9 New 18" HDPE
s=0.066Ne
w
1
8
"
H
D
P
E
s=
0
.
0
5
1
Gr
a
v
e
l
W
e
t
l
a
n
d
#
2
C
e
l
l
#
2
N
ew
1
5
"
H
D
P
E
s
=
0
.
0
1
New
15"
HDPE
s=0
.0
1
New 15" HDPE s=0.054Ne
w
1
5
"
H
D
P
E
s
=
0
.
0
2
New 15" HDP
E
s
=
0
.
0
4
3
New 12"
HDPE
s=0
.03
New 1
2
"
H
D
P
E
s=0.0
3
Ne
w
C
B
Ri
m
3
5
3
.
7
0
Inv
.
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n
3
4
7
.
9
Ne
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C
B
Ri
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3
5
3
.
7
Inv
.
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3
4
8
.
2
5
Inv
.
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3
4
8
.
1
5
Ne
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C
B
Ri
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3
5
3
.
8
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v
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n
3
4
9
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0
5
Inv
.
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3
4
8
.
9
5
Ne
w
C
B
Ri
m
3
6
0
.
4
Inv
.
i
n
3
5
5
.
6
5
Inv
.
o
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3
5
5
.
5
5
Ne
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C
B
Ri
m
3
6
3
.
0
5
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.
i
n
3
5
8
.
3
Inv
.
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t
3
5
8
.
2
Ne
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C
B
Ri
m
3
6
4
.
5
Inv
.
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t
3
6
0
.
0
Ne
w
C
B
Ri
m
3
6
1
.
2
5
Inv
.
i
n
3
5
6
.
5
Inv
.
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3
5
6
.
4
Inv
.
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347
.
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3
4
8
.
0
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5
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4
3
.
2
5
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.
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n
3
3
6
.
4
Inv
.
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3
3
6
.
3
Ne
w
1
0
"
PV
C
R
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o
f
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a
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Ne
w
1
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"
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C
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.
s=
0
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0
1
m
i
n
.
Ne
w
1
5
"
HD
P
E
s=0
.
0
6
1
New DMh
Rim 338.0
Inv. in 333.42
Inv. out 333.32
New End Section
Inv. out 329.1
Ne
w
2
4
"
H
D
P
E
s=0
.
0
1
5
Gr
a
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e
l
W
e
t
l
a
n
d
#
2
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l
#
2
12
1
'
x
3
2
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Ele
v
.
3
3
1
.
0
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a
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W
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a
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d
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2
C
e
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l
#
1
12
1
'
x
3
2
'
Ele
v
.
3
3
1
.
0
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e
w
1
8
"
H
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a
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pa
d
HILLSIDE @
O'BRIEN FARM
OWNER AND APPLICANT:
ISSUED FOR PERMIT REVIEW
NOT FOR CONSTRUCTION
PROPERTY INFORMATION:
C-5.1
SITE PLAN -
Gravel Wetland #3
Stormwater Outlet
Old Farm Road and Kennedy Drive,
South Burlington, Vermont
O'BRIEN BROTHERS
1855 WILLISTON ROAD
SOUTH BURLINGTON, VT 05403
164 Main Street, Suite 201 P: (802) 878-0375
Colchester, Vermont 05446
email@krebsandlansing.com
EASTVIEW
New SMh
Rim 407.30
Inv. in 401.6
Inv. out 401.5
New SMh
Rim 411.4
Inv. in 405.7
Inv. out 405.6
Inv. in 404.12
Inv. out 404.02
New CB
Rim 408.26
Inv. out 402.35
New CB
Rim 378.45
Inv. in 372.90
Inv. out 372.80
Inv. fd 374.05
Lot 31
2.39 ac
32-15
31-5
31-7
31-9
31-14
31-15
31-16
31-17
31-6
31-8
31-10
31-1131-12
New CB
Rim 411.6
Inv. out 407.6
New SMh
Rim 375.9
Inv. in 369.95
Inv. out 369.85
New CB
Rim 375.2
Inv. out 370.45
New CB
Rim 377.2
Inv. in 372.20
Inv. out 372.10
Inv. fd 373.45
New CB
Rim 377.2
Inv. out 372.45
Lot 25
2.53 ac
31-13
New CB
Rim 387.0
Inv. out 382.20
Inv ud 382.7
New SMh
Rim 378.75
Inv. in 371.64
Inv. out 371.54
New SMh
Rim 380.20
Inv. in 373.6
Inv. out 373.5
New CB
Rim 378.45
Inv. out 373.7
New DMh
Rim 380.22
Inv. in 374.1
Inv. out 374.0
Inv. fd 375.35
New CB
Rim 379.3
Inv. out 375.05
Lot 28
2.11 ac
31-18
31-19
31-20
31-21
New CB
Rim 379.66
Inv. in 373.61
Inv. out 373.51
Inv. fd 374.76
New CB
Rim 379.66
Inv. out 374.87
New CB
Rim 379.3
Inv. in 374.65
Inv. out 374.55
Inv. fd 375.8
31-22
31-23
31-24
31-25
31-26
New 8"
P
V
C Se
wer s=0.031
New 8" P
V
C Se
wer s=0.0075
New 8" P
V
C
Se
wer s=0.0075PCG 412.0PCG 412.0
PCG 4
10.
0
PCG 4
0
7
.
5
Access route for
C1-LR lots
New CB
Rim 389.0
Inv. out 384.20
Inv ud 384.7
New CB
Rim 381.3
Inv. in 377.3
Inv. out 377.2Ne
w
1
5
"
H
D
P
E
N
ew
1
5
"HD
P
E
New 15
"
H
DP
E
Ne
w
1
5
"
H
D
P
E
New 15"
H
DP
E
New 15"
H
DP
E
New
1
5
"HD
P
E
N
e
w
1
2
"
H
D
P
E
New 12"
HDPE
New 8"
C900 PVC
water main
New
Hydrant
assembly
New
Hydrant
assembly
New 8" C900
PVC water main
New 45°
bends with
thrust blocks
N
e
w
1
5
"
H
D
P
E
New 8" x 8"
x 8" tee with
thrust block
and valve
New DMh
Rim 374.0
Inv. in 366.77
Inv. out 366.67
New DMh
Rim 375.0
Inv. in 370.0
Inv. out 369.9
New DMh
Rim 366.5
Inv. in 358.47
Inv. out 358.37New
1
8"
HDPE
s=0
.062
New 18"
H
D
P
E s=0.01
N
ew
1
8
"
H
D
P
E
s
=
0
.
0
5
0
New 18"
H
D
P
E s=0.015
Lot30
PCG 412.0PCG 384.0PCG 384.0PCG 384.0PCG 384.0PCG 384.0PCG 384.0PCG
386.0
New 45°
bends with
thrust blocks
New 45°
bends with
thrust blocks
Access route for
C1-LR lots
HILLSIDE @
O'BRIEN FARM
OWNER AND APPLICANT:
ISSUED FOR PERMIT REVIEW
NOT FOR CONSTRUCTION
PROPERTY INFORMATION:
C-6
SITE PLAN -
O'Brien Farm Road
East
Old Farm Road and Kennedy Drive,
South Burlington, Vermont
O'BRIEN BROTHERS
1855 WILLISTON ROAD
SOUTH BURLINGTON, VT 05403
164 Main Street, Suite 201 P: (802) 878-0375
Colchester, Vermont 05446
email@krebsandlansing.com
EASTVIEW
New 6" PVC
SDR 35 sanitary
sewer stub, cap ,
and witness
New 6" PVC
SDR 35 sanitary
sewer stub, cap ,
and witness
New 6" PVC
SDR 35 sanitary
sewer stub, cap ,
and witness
New 6" PVC
SDR 35 sanitary
sewer stub, cap ,
and witness
Lot 26
1.88 ac
Lot 25
2.53 ac
New CB
Rim 334.22
Inv. in 329.22
Inv. out 329.12
New CB
Rim 334.22
Inv. out 329.58
New CB
Rim 370.50
Inv. in 365.25
Inv. out 365.15 New CB
Rim 367.05
Inv. in 362.1
Inv. out 362.0
New CB
Rim 353.0
Inv. in 348.05
Inv. out 347.95
New CB
Rim 353.0
Inv. out 348.25
Core and boot
new penetration.
New Inv. 322.0±
New SMh
Rim 333.0
Inv. in 326.3
Inv. out 326.2New SMh
Rim 337.55
Inv. in 331.55
Inv. out 331.45
New SMh
Rim 352.0
Inv. in 345.3
Inv. out 345.2
New
8
"
P
V
C
S
e
w
e
r
s=0.
0
9
5
New 8"
P
V
C
S
e
w
e
r
s=0.036
New
8
"
P
V
C
S
e
w
e
r
s
=
0
.
0
6
9
New
8
"
P
V
C
S
e
w
e
r
s
=
0
.
0
7
3
New CB
Rim 337.71
Inv. in 333.16
Inv. out 333.06 New 15" HDPENew
1
5
"
H
D
P
ENew 15" HDPENew
1
5
"
H
D
P
E
New 18"
HDPE
New
1
5
"
H
D
P
E
New 8" water
stub with cap,
trhust block and
witness
New
Hydrant
assembly
Hydrant
assembly
New 12" x 8"
tapping sleeve
w/ thrust block
and valve
New 8" tee with
valve and thrust
block
New 1
5
"
H
D
P
E
New
8
"
C
L
5
2
D
.
I
.
W
a
t
e
r
m
a
i
n
Forebay
New End
Section
Inv. out 332.5
New rip rap
dispersal pad
New
stone
berm
2, New 18"
PVC vertical
inlet pipes
2, New 18"
PVC vertical
inlet pipes
New Outlet
Structure 6A.
See detail.
New berm with
stone weir overflow s=0.011
Gravel Wetland #6B
Cell#1
95' x 27'
Elev. 332.5
Gravel Wetland #6B
Cell#1
95' x 27'
Elev. 332.5
New CB
Rim 337.71
Inv. out 333.26
New 8" water
stub with cap,
trhust block
and witness
Lot 22
1.25 ac
12' wide
stabilized grass
maintenance
drive
New 10' paved multi-use pathNew 10' paved multi-use pathAccess route for
C1-LR lots
Access route for
C1-LR lots
Convert from
D.I. to C900 PVC
water main.
Provide all
necessary fittings.
HILLSIDE @
O'BRIEN FARM
OWNER AND APPLICANT:
ISSUED FOR PERMIT REVIEW
NOT FOR CONSTRUCTION
PROPERTY INFORMATION:
C-7
SITE PLAN -
Old Farm Road
Old Farm Road and Kennedy Drive,
South Burlington, Vermont
O'BRIEN BROTHERS
1855 WILLISTON ROAD
SOUTH BURLINGTON, VT 05403
164 Main Street, Suite 201 P: (802) 878-0375
Colchester, Vermont 05446
email@krebsandlansing.com
EASTVIEW
Lot 17
3.11 ac
Lot 22
1.25 ac
New
New 8" tee with
valve and thrust
block
New 8" water
stub with cap,
trhust block
and witness
New curb at
existing Old Farm
Road intersection
Remove
existing
culvert
Access route for
C1-LR lots
New 10' paved multi-use pathAccess route for
C1-LR lots KIMBALL AVENUEKE
N
N
E
D
Y
D
R
I
V
E
Existing Old Farm
Road to be restored
HILLSIDE @
O'BRIEN FARM
OWNER AND APPLICANT:
ISSUED FOR PERMIT REVIEW
NOT FOR CONSTRUCTION
PROPERTY INFORMATION:
C-7.1
SITE PLAN -
Kimball Avenue
Old Farm Road and Kennedy Drive,
South Burlington, Vermont
O'BRIEN BROTHERS
1855 WILLISTON ROAD
SOUTH BURLINGTON, VT 05403
164 Main Street, Suite 201 P: (802) 878-0375
Colchester, Vermont 05446
email@krebsandlansing.com
EASTVIEW
New DMh
Rim 338.0
Inv. in 330.58
Inv. out 330.48
Business Park
North Lot 4
2.4 ac
Lot 26
1.88 ac
New SMh
Rim 333.25
Inv. in 327.58
Inv. out 327.48
Core and
boot new
penetration.
New Inv.
323.83±
New 6" PVC
SDR 35 sanitary
sewer stub, cap ,
and witness
Lot 27
1.00 ac
Lot 29
1.04 ac
N
e
w
8
"
PV
C
S
e
w
e
r
s=
0
.
0
9
1
TR1 TP5
TR1 TP4
TR1 TP3
TR1 TP2
TR1 TP1
TR7 TP2
TR7 TP1
TR5 TP2
TR5 TP1
TR3 TP2
TR3 TP1
TR4 TP2
TR4 TP1
TR6 TP3
TR6 TP2
TR6 TP1
TR2 TP1
TR2 TP2
TR2 TP3
TR2 TP4
New DMh
Rim 366.5
Inv. in 358.47
Inv. out 358.37
New DMh
Rim 372.0
Inv. in 355.5
Inv. out 355.4
New DMh
Rim 337.5
Inv. in 328.93
Inv. out 328.83
New 18"
H
DP
E s=0.015
New 24"
H
DPE s=0.0055
New 24"
H
DP
E s=0.0055
New 24"
H
D
PE s=0.0055
Lot30
0.30 ac
New 10' paved
multi-use path
Access route for
C1-LR lots
Pedestrian
easement
HILLSIDE @
O'BRIEN FARM
OWNER AND APPLICANT:
ISSUED FOR PERMIT REVIEW
NOT FOR CONSTRUCTION
PROPERTY INFORMATION:
C-8
SITE PLAN -
Kimball Avenue
Old Farm Road and Kennedy Drive,
South Burlington, Vermont
O'BRIEN BROTHERS
1855 WILLISTON ROAD
SOUTH BURLINGTON, VT 05403
164 Main Street, Suite 201 P: (802) 878-0375
Colchester, Vermont 05446
email@krebsandlansing.com
EASTVIEW
New End Section
Inv. out 357.0
New rip rap
dispersal pad
Archaeology Zone
New SMh
Rim 333.2
Inv. in 327.25
Inv. out 327.15
New SMh
Rim 345.2
Inv. in 339.5
Inv. out 339.4
Lot 29
1.04 ac
N
e
w
8
"
P
V
C
S
e
w
e
r
s
=
0
.
0
2
4New
8
"
PVC
S
ew
e
r
s=
0
.0
53New
8
"
PVC
S
ew
e
r
s=
0
.
1
17
New DMh
Rim 341.0
Inv. in 336.0
Inv. out 335.9
New DMh
Rim 333.35
Inv. in 327.28
Inv. out 327.18
New End Section
Inv. out 326.0
New DMh
Rim 337.5
Inv. in 328.93
Inv. out 328.83New 18" HDPE s=0.065New 24
"
H
D
P
E s
=0.0055
New 30"
H
DP
E s=0.01New
18"
HDPE
s=0
.0
48
Core and boot new
penetration.
New Inv. 325.75
Proposed wetland
buffer disturbance
for storm outlet =
425 s.f.
New 10' paved
multi-use path
DOG PARK
(refer to Landscape
Plans)
HILLSIDE @
O'BRIEN FARM
OWNER AND APPLICANT:
ISSUED FOR PERMIT REVIEW
NOT FOR CONSTRUCTION
PROPERTY INFORMATION:
C-8.1
SITE PLAN -
Kimball Avenue
Old Farm Road and Kennedy Drive,
South Burlington, Vermont
O'BRIEN BROTHERS
1855 WILLISTON ROAD
SOUTH BURLINGTON, VT 05403
164 Main Street, Suite 201 P: (802) 878-0375
Colchester, Vermont 05446
email@krebsandlansing.com
EASTVIEW
New SMh
Rim 424.24
Inv. in 418.54
Inv. out 418.44
Lot 33
2.38 ac
Lot 34
1.30 ac
34-1
34-3
34-2
34-4
34-5
Historic
Barn
New CB
Rim 423.50
Inv. fd 415.1
Inv. in 413.85
Inv. out 413.75
New CB
Rim 413.60
Inv. fd 407.3
Inv. in 406.05
Inv. out 405.95
New CB
Rim 417.60
Inv. fd 410.1
Inv. in 408.85
Inv. out 408.75 34-6
34-7
34-8
New CB
Rim 420.54
Inv. fd 412.1
Inv. in 410.85
Inv. out 410.75
8' paved multi-use path
9 Parking spaces
11 Parking spaces
10' paved multi-use pathNew
Pavillion
New Paver
parking
New Hydrant
assembly
New 12" CL 52 D.I. Water
m
a
i
n
New 12" x 12" x 4"
tee with thrust block
New 4"
gate valve
New 45° bends
with thrust blocks
Lot 49
0.54 ac
PCG 423.5PCG 420.0PCG 417.0HILLSIDE @
O'BRIEN FARM
OWNER AND APPLICANT:
ISSUED FOR PERMIT REVIEW
NOT FOR CONSTRUCTION
PROPERTY INFORMATION:
C-9
SITE PLAN -
Historic Barn
Old Farm Road and Kennedy Drive,
South Burlington, Vermont
O'BRIEN BROTHERS
1855 WILLISTON ROAD
SOUTH BURLINGTON, VT 05403
164 Main Street, Suite 201 P: (802) 878-0375
Colchester, Vermont 05446
email@krebsandlansing.com
EASTVIEW
New SMh
Rim 424.24
Inv. in 418.54
Inv. out 418.44
Lot 34
1.30 ac
34-1
34-3
34-2
34-4
34-5
Lot 37
1.10 ac
Lot 35
2.38 ac
35-1
35-2
35-3
35-4
35-5
35-6
35-7
35-8
New SMh
Rim 414.1
Inv. in 408.4
Inv. out 408.3
New SMh
Rim 417.75
Inv. in 412.05
Inv. out 411.95
New CB
Rim 423.50
Inv. fd 415.1
Inv. in 413.85
Inv. out 413.75
New CB
Rim 413.60
Inv. fd 407.3
Inv. in 406.05
Inv. out 405.95
New CB
Rim 417.60
Inv. fd 410.1
Inv. in 408.85
Inv. out 408.75
New CB
Rim 417.60
Inv. fd 410.7
Inv. out 409.45
New CB
Rim 423.50
Inv. fd 415.7
Inv. out 414.45
34-6
34-7
New CB
Rim 411.3
Inv. fd 404.1
Inv. in 402.85
Inv. out 402.75
New CB
Rim 420.54
Inv. fd 412.1
Inv. in 410.85
Inv. out 410.75
New CB
Rim 420.54
Inv. fd 413.7
Inv. out 412.45
Lot 35
2.38 ac
35-13
35-14
35-15
37-2
37-3
37-4
35-16
35-17
35-18
37-1
New CB
Rim 421.93
Inv. fd 414.3
Inv. in 412.8
Inv. out 412.7
New CB
Rim 421.93
Inv. out 414.4
New CB
Rim 415.43
Inv. fd 407.9
Inv. in 406.65
Inv. out 406.55
New CB
Rim 415.43
Inv. fd 409.1
Inv. out 407.85
New CB
Rim 407.22
Inv. fd 396.95
Inv. in 395.7
Inv. out 395.6
New CB
Rim 407.22
Inv. fd 397.1
Inv. out 395.85
New SMh
Rim 410.23
Inv. in 404.53
Inv. out 404.43
New SMh
Rim 422.33
Inv. in 416.63
Inv. out 416.53
New 8"
PVC
Sewer
s=0
.034New 8" PVC Sewers=0.030New 8" PVC Sewers=0.071New 8" PVC Sewers=0.076New 15" HDPE s=0.032New 15" HDPE
New 15
"
H
D
P
ENew 15" HDPE s=0.023New 15"
HDPE
s=0
.025
New 15"
HDPE
New 15"
HDPE
New 15"
HDPE
New 15"
HDPE
New 15"
HDPE
New 15" HDPE s=0.115New 15" HDPE s=0.048New 12" x 12"
x 8" tee with
thrust block
and valve
New
Hydrant
assembly
New 12" CL 52 D.I. Water m
a
i
n
New 12"tee
with valve &
thrust block
New 12"
gate valve
New 12" CL 52 D.I. Water main
New
Hydrant
assembly
New 45°
bends with
thrust blocks
36-136-236-3
36-4
36-5
G5
G4 G3 G2 G1
New
Hydrant
assembly
Lot 36
0.66 ac
New CB
Rim 420.5
Inv. in fd 414.5
Inv. out 413.0
New DMh
Rim 420.9
Inv. in 410.78
Inv. out 410.68
New 6" PVC
footing drain.
s=0.005 min
New SMh
Rim 426.2
Inv. in 420.5
Inv. out 420.4
New 8" PVC Sewer s=0.03
New SMh
Rim 421.25
Inv. in 415.55
Inv. out 415.45
New 8" PVC
C900 water
main
New 12" x 12"
x 8" tee with
thrust block
and valve
New 4" PVC
SDR 35 sanitary
service. s=14"/ft.
min. Typical all
units.
New 34" k copper
water service
and curb stop.
Typical all units.New 8" PVC Sewers=0.024PCG 424.5PCG 423.5PCG 420.0PCG 417.0PCG 414.0PCG 425.0PCG 423.0PCG 420.0PCG 417.5PCG 426.0PCG 425.0PCG 423.0PCG 418.5PCG 413.5PCG 408.0PCG 419.0PCG 415.5PCG 411.5PCG 407.5PCG 424.5PCG 425.5
PCG 426.0
PCG 426.0
PCG 426.0
Convert from
D.I. to C900 PVC
water main.
Provide all
necessary fittings.
Convert from
D.I. to C900 PVC
water main.
Provide all
necessary fittings.
HILLSIDE @
O'BRIEN FARM
OWNER AND APPLICANT:
ISSUED FOR PERMIT REVIEW
NOT FOR CONSTRUCTION
PROPERTY INFORMATION:
C-10
SITE PLAN -
MABEL WAY &
DANIEL DRIVE
Old Farm Road and Kennedy Drive,
South Burlington, Vermont
O'BRIEN BROTHERS
1855 WILLISTON ROAD
SOUTH BURLINGTON, VT 05403
164 Main Street, Suite 201 P: (802) 878-0375
Colchester, Vermont 05446
email@krebsandlansing.com
EASTVIEW
New SMh
Rim 391.5
Inv. in 381.22
Inv. out 381.12
New SMh
Rim 389.5
Inv. in 383.32
Inv. out 383.22
New End Section
Inv. out 379.0
Forebay
New Outlet
Structure 4.
See detail.
New rip rap
dispersal pad
New 6" PVC cross
pipe between cells
New berm with
stone weir overflow
New End Section
Inv. out 376.0
New rip rap
dispersal pad
2, New 15"
PVC vertical
inlet pipes
New stone
berm
New CB
Rim 394.47
1Inv. in 386.1
Inv. out 386.0
38-1
38-2
38-3
38-4
38-5
34-9
Lot 47
Open Space
12.64 ac
Lot 38
1.55 ac
Lot 35
2.38 ac
35-8
35-9
35-10
New DMh
Rim 387.5
Inv. in 382.5
Inv. out 382.4
New CB
Rim 397.56
Inv. in 387.24
Inv. out 387.14
New CB
Rim 402.50
Inv. fd 398.5
Inv. out 397.25
New SMh
Rim 410.45
Inv. in 404.75
Inv. out 404.65
New SMh
Rim 397.7
Inv. in 392.0
Inv. out 391.9
New SMh
Rim 414.1
Inv. in 408.4
Inv. out 408.3
New CB
Rim 407.78
Inv. out 401.85
New CB
Rim 407.78
Inv. fd 401.1
Inv. in 399.85
Inv. out 399.75
New CB
Rim 413.60
Inv. fd 407.3
Inv. in 406.05
Inv. out 405.95
New CB
Rim 413.60
Inv. out 408.35
2, New 15"
PVC vertical
inlet pipes
34-8
New CB
Rim 411.3
Inv. fd 404.1
Inv. in 402.85
Inv. out 402.75
New CB
Rim 409.21
Inv. in 401.7
Inv. out 401.6
35-12
35-13
37-3
37-4
37-5
37-6
35-11
New CB
Rim 409.21
Inv. out 403.2
New CB
Rim 402.50
Inv. in 397.10
Inv. out 397.0
New CB
Rim 396.65
Inv. in 386.79
Inv. out 386.69
New CB
Rim 407.22
Inv. fd 396.95
Inv. in 395.7
Inv. out 395.6
New CB
Rim 407.22
Inv. fd 397.1
Inv. out 395.85
New CB
Rim 397.8
Inv. fd 389.06
Inv. in 387.81
Inv. out 387.71
New CB
Rim 397.8
Inv. out 391.35
New CB
Rim 396.65
Inv. out 388.89
New SMh
Rim 410.23
Inv. in 404.53
Inv. out 404.43
New 8" PVC Sewer s=0.0075
New 8"
P
V
C
S
e
w
e
r
s
=
0
.
0
8
1New 8"
PVC
Sewer
s=0
.034
New 8" PVC Sewer s=0.0075New 8"
PVC
Sewer
s=0
.076
N
e
w
8
"
P
V
C
S
e
w
e
r
s=
0
.
0
3
0
New 8" PVC Sewers=0.031
New SMh
Rim 400.75
Inv. in 395.05
Inv. out 394.95 New 8" PVC Sewers=0.076New CB
Rim 367.71
Inv. ud 363.71
Inv. in 362.65
New CB
Rim 365.91
PCG 397
.
0
PCG 399.0
PCG 402.0
PCG 409.0
PCG 408.5
10' paved multi-use path
Gravel Wetland #4 Cell#2
85' x 32'
Elev. 378.0
Gravel Wetland #4 Cell#1
85' x 32'
Elev. 380.0
N
ew
2
4
"
HD
P
E
s
=
0
.
0
2
7
New 15
"
H
D
P
E
New 15"HDPENew 24"
HDPE
s=0
.38
New 24" H
D
P
E
s
=
0
.
0
1
New 15" HDPE s=0
.
0
7
1 New 15"
HDPE
s=0
.025
New 15"
H
DP
E s=0.01
New 15" HD
P
E
s
=
0
.
0
4
8
New 24"
H
D
P
E
s
=
0
.
0
1 New 15"HDPENew 15"HDPENew 15"HDPEs=0.013New 15"
HDPE
New 15"
HDPE
New 15" HDPE s=0.050N
e
w
1
5
"
H
D
P
E
s
=
0
.
0
4
7
New Emergency
Spillway. See detail
10' pa
v
e
d
m
u
l
t
i
-
u
s
e
p
a
t
h
New End Section
Inv. out 374.3
New
Hydrant
assembly
New 12" x 12"
x 8" tee with
thrust block
and valve
New 8" C900
PVC water main
New
12"
gate
valves
New 12"
x 8"
reducer
Gate valve,
cap, stub,
and witness
for 8" water
main.
New
Hydrant
assembly
New 8" x 8" x
8" tee with
thrust block
and valve
New 8"
gate valve
New 12" C900
PVC water main
New 12" x
8" reducer
12' wide
stabilized grass
maintenance
drive
New CB
Rim 394.47
Inv. fd 388.3
Inv. out 387.05 PCG 417.0PCG 414.0PCG 411.0PCG 417.5PCG 415.0PCG 408.0PCG 403.5PCG 401.5PCG 407.5PCG 403.5PCG 401.0
New 18"
HDPE
s=0.059
HILLSIDE @
O'BRIEN FARM
OWNER AND APPLICANT:
ISSUED FOR PERMIT REVIEW
NOT FOR CONSTRUCTION
PROPERTY INFORMATION:
C-11
SITE PLAN -
MABEL WAY &
BARN ROAD
Old Farm Road and Kennedy Drive,
South Burlington, Vermont
O'BRIEN BROTHERS
1855 WILLISTON ROAD
SOUTH BURLINGTON, VT 05403
164 Main Street, Suite 201 P: (802) 878-0375
Colchester, Vermont 05446
email@krebsandlansing.com
EASTVIEW
New SMh
Rim 390.5
Inv. in 380.1
Inv. out 380.0
New SMh
Rim 385.5
Inv. in 377.7
Inv. out 377.6
New CB
Rim 394.06
Inv. in 388.1
Inv. out 388.0
New CB
Rim 394.06
Inv. fd 389.6
Inv. in 388.35
Inv. out 388.25
New CB
Rim 397.22
Inv. out 392.47
New CB
Rim 397.22
Inv. in 392.37
Inv. out 392.27
New CB
Rim 400.42
Inv. out 395.67
New CB
Rim 400.3
Inv. in 395.14
Inv. out 395.04
Lot 47
Open Space
12.64 ac
Lot 39
3.54 ac
39-639-739-8
39-9
39-10
39-11
34-9
Lot 33
2.38 ac
New CB
Rim 407.78
Inv. fd 401.1
Inv. in 399.85
Inv. out 399.75
New SMh
Rim 403.2
Inv. in 397.5
Inv. out 397.4
New SMh
Rim 406.86
Inv. in 396.56
Inv. out 396.46
New CB
Rim 398.9
Inv. in 394.15
Inv. out 394.05
New CB
Rim 402.29
Inv. fd 397.3
Inv. in 396.05
Inv. out 395.95
New 8" PVC S
e
w
e
r
s
=
0
.
0
0
7
5
New 8" PVC Sewer s=0.0075
New 8" PVC
S
e
w
e
r
s
=
0
.
0
1
7
New 8"
P
V
C
S
e
w
e
r
s
=
0
.
0
8
1
New 8" PVC Sewer s=0.111New 6"
P
V
C
S
e
w
e
r
s=0.01
PCG 402.0
PCG 400.5
PCG 399.0
PCG 397.5
PCG 396.0
PCG 395.0
10' paved multi-use pathNew 18" HDPE s=0.131New 18" HDPENew 15" HDPE
New 15" HDPE
New 15" HDPENew 15" HDPENew 15"HDPENew 15
"
H
D
P
E
New 15"
H
D
P
E
New 15" HDPE
New 15" HDPE
34-10
New
Hydrant
assembly New 8" C900
PVC water main
New 8"
in-line gate
valve
New Drop Inlet
Rim 407.1
Inv. out 403.1
New 12"
HDPE s=0.065
PCG 407.0
HILLSIDE @
O'BRIEN FARM
OWNER AND APPLICANT:
ISSUED FOR PERMIT REVIEW
NOT FOR CONSTRUCTION
PROPERTY INFORMATION:
C-12
SITE PLAN -
MABEL WAY
Old Farm Road and Kennedy Drive,
South Burlington, Vermont
O'BRIEN BROTHERS
1855 WILLISTON ROAD
SOUTH BURLINGTON, VT 05403
164 Main Street, Suite 201 P: (802) 878-0375
Colchester, Vermont 05446
email@krebsandlansing.com
EASTVIEW
New SMh
New SMh
Rim 394.41
Inv. in 388.68
Inv. out 388.58
New SMh
Rim 399.0
Inv. in 393.3
Inv. out 393.2
New SMh
Rim 403.52
Inv. in 397.63
Inv. out 397.53
New SMh
Rim 405.71
Inv. in 400.0
Inv. out 399.9
New CB
Rim 394.06
Inv. in 388.1
Inv. out 388.0
New CB
Rim 394.06
Inv. fd 389.6
Inv. in 388.35
Inv. out 388.25
New CB
Rim 398.4
Inv. out 393.15
New CB
Rim 398.4
Inv. in 391.4
Inv. out 391.3
New CB
Rim 403.3
Inv. fd 395.10
Inv. in 393.85
Inv. out 393.75
New CB
Rim 404.0
Inv. fd 396.0
Inv. in 394.75
Inv. out 394.65
New CB
Rim 404.0
Inv. out 396.75
New CB
Rim 405.76
Inv. fd 399.7
Inv. in 398.45
Inv. out 398.35
New CB
Rim 405.76
Inv. out 400.45
Lot 32
4.80 ac
Archaeology Zone
32-17
32-18
32-19
32-20
32-21
32-22
32-23
39-1
39-2
39-3
39-4
39-5
39-6
Lot 47
Open Space
Lot 39
3.54 ac
New CB
Rim 412.9
Inv. fd 405.03
Inv. in 401.5
Inv. out 401.4
New CB
Rim 405.0
Inv. fd 396.9
Inv. in 395.65
Inv. out 395.55
32-24
32-25
G1 G2
G3
New CB
Rim 414.3
Inv. fd 406.03
Inv. out 405.03
New CB
Rim 413.5
Inv. fd 402.9
Inv. out 401.9
New CB
Rim 405.1
Inv. in 400.85
Inv. out 400.75
New CB
Rim 400.0
Inv. out 396.5
New 8" PVC Sewer s=0.115New 8"
P
V
C
S
e
w
e
r
s
=
0.
0
4
1
New 8
"
P
V
C
S
e
w
e
r
s
=
0.
0
3
4
New 8" PVC Se
w
e
r
s
=
0
.
0
1
New 8"
P
V
C
S
e
w
e
r
s
=
0
.
0
1
7
PCG 395.0 PCG 39
5
.
0
PCG
3
9
8.
0
PCG 40
3
.
0
PCG 404.0
PCG 405.0
Paver parking
spaces (typ.)New 18" HDPE s=0.131New 18" HDPENew 15" HDPE New 15"HDPENew 15"HDPENew
1
5
"HDPENew 15
"
H
D
P
E
New 1
5
"
H
D
P
E
New 15" HDP
E
New 15" HDPE
New 15" HD
P
E
New
1
2
"
HDPE
New 12" HDPE
New 12" HDP
E
New 15" HDPENew 15" HDPE
New
Hydrant
assembly
New
Hydrant
assembly
New 8" C900
PVC water main
New 8"
in-line gate
valve
Paver parking
spaces (typ.)
12' wide
stabilized grass
maintenance
12' wide
stabilized grass
PCG 40
9
.
0
PCG 408.0
PCG 407.0
PCG 406.5
PCG 406.0
PCG 405
.
5
PCG
4
0
4.
5
PCG
4
0
2.
0
PCG
4
0
0.
0
HILLSIDE @
O'BRIEN FARM
OWNER AND APPLICANT:
ISSUED FOR PERMIT REVIEW
NOT FOR CONSTRUCTION
PROPERTY INFORMATION:
C-13
Old Farm Road and Kennedy Drive,
South Burlington, Vermont
O'BRIEN BROTHERS
1855 WILLISTON ROAD
SOUTH BURLINGTON, VT 05403
164 Main Street, Suite 201 P: (802) 878-0375
Colchester, Vermont 05446
email@krebsandlansing.com
SITE PLAN -
MABEL WAY
EASTVIEW
New SMh
Rim 374.5
Inv. in 365.94
Inv. out 365.84
New SMh
Rim 374.57
Inv. in 368.87
Inv. out 368.77
New SMh
Rim 382.9
Inv. in 372.66
Inv. out 372.56
New SMh
Rim 394.41
Inv. in 388.68
Inv. out 388.58
New SMh
Rim 399.0
Inv. in 393.3
Inv. out 393.2
New SMh
Rim 403.52
Inv. in 397.63
Inv. out 397.53
New SMh
Rim 405.71
Inv. in 400.0
Inv. out 399.9
New SMh
Rim 407.30
Inv. in 401.6
Inv. out 401.5
New End Section
Inv. out 365.75
Forebay
New rip rap
dispersal pad
2, New 18"
PVC vertical
inlet pipes
New stone
berm
New 6" PVC
cross pipe
between cells
New berm
with stone
weir overflow
2, New 18"
PVC vertical
inlet pipes
New Outlet
Structure 5.
See detail.
New End Section
Inv. out 357.0
New rip rap
dispersal pad
New DMh
Rim 380.1
Inv. in 369.68
Inv. out 369.58
New CB
Rim 398.4
Inv. out 393.15
New CB
Rim 398.4
Inv. in 391.4
Inv. out 391.3
Inv. fd 395.10
Inv. in 393.85
Inv. out 393.75
New CB
Rim 404.0
Inv. out 396.75
New CB
Rim 405.76
Inv. out 400.45
Inv. out 402.35
Archaeology Zone
32-23
39-1
39-2
39-3
39-4
39-5 31-1131-12
Lot 47
Open Space
12.64 ac
Lot 39
3.54 ac
31-26
32-24
32-25
New CB
Rim 400.0
Inv. out 396.5
New 8" PVC Sewer s=0.01
New 8" PVC Sewer s=0.01New 8" PVC Sewer
s=0.115
New 8
"
P
V
C
S
e
w
e
r
s
=
0.
0
4
1
New 8
"
P
V
C
S
e
w
e
r
s
=
0.
0
3
4
New 8" PVC S
e
w
e
r
s
=
0
.
0
1
New 8"
P
V
C
S
e
w
e
r
s
=
0
.
0
1
7
PCG 4
0
7.
5
PCG 3
9
5
.
0
PCG
3
9
8.
0
PCG 40
3
.
0
PCG 404.0
PCG 405.0
New CB
Rim 389.0
Inv. out 384.20
Inv ud 384.7
New CB
Rim 381.3
Inv. in 377.3
Inv. out 377.2
Gravel Wetland #5 Cell#2
72' x 60'
Elev. 365.0
Gravel Wetland #5 Cell#1
72' x 60'
Elev. 365.0
New 24" HDPE s=0.015New 18" HDPE s=0.131New 18" HDPENew 15"HDPENew 15"HDPENew
1
5
"HDPENew 15
"
H
D
P
E
New 1
5
"
H
D
P
E
New 15" HDP
E
New 15" HDPE
New 15" HD
P
E
New
1
2"
HDPE
N
e
w
1
2
"HD
P
E
New Emergency
Spillway. See detail
8'
M
I
N
8'
M
I
N
New
Hydrant
assembly
New
Hydrant
assembly
New 8" C900
PVC water main
New 8" x 8"
x 8" tee with
thrust block
and valve
New 8"
gate valves
New 8" C900PVC water main12' wide
stabilized grass
maintenance
drive
12' wide
stabilized grass
maintenance
drive
PCG 405
.
5
PCG 4
0
4.
5
PCG
4
0
2.
0
PCG
4
0
0.
0
PCG 386.0New 45°
bends with
thrust blocks
New 45°
bends with
thrust blocks
HILLSIDE @
O'BRIEN FARM
OWNER AND APPLICANT:
ISSUED FOR PERMIT REVIEW
NOT FOR CONSTRUCTION
PROPERTY INFORMATION:
C-14
Old Farm Road and Kennedy Drive,
South Burlington, Vermont
O'BRIEN BROTHERS
1855 WILLISTON ROAD
SOUTH BURLINGTON, VT 05403
164 Main Street, Suite 201 P: (802) 878-0375
Colchester, Vermont 05446
email@krebsandlansing.com
SITE PLAN -
MABEL WAY
EASTVIEW
New SMh
Rim 407.30
Inv. in 401.6
Inv. out 401.5
New SMh
Rim 411.4
Inv. in 405.7
Inv. out 405.6
New SMh
Rim 392.92
Inv. in 386.55
Inv. out 386.45
New SMh
Rim 408.9
Inv. in 403.23
Inv. out 403.13
New SMh
Rim 402.9
Inv. in 397.23
Inv. out 397.13
New SMh
Rim 409.82
Inv. in 404.12
Inv. out 404.02
New CB
Rim 403.3
Inv. fd 395.10
Inv. in 393.85
Inv. out 393.75
New CB
Rim 404.0
Inv. fd 396.0
Inv. in 394.75
Inv. out 394.65
New CB
Rim 405.76
Inv. fd 399.7
Inv. in 398.45
Inv. out 398.35
New CB
Rim 408.26
Inv. fd 401.6
Inv. in 400.35
Inv. out 400.25
New CB
Rim 408.26
Inv. out 402.35
New CB
Rim 402.25
Inv. fd 399.15
Inv. in 397.9
Inv. out 397.8
New CB
Rim 401.0
Inv. in 396.25
Inv. out 396.15
New CB
Rim 408.14
Inv. in 403.74
Inv. out 403.64
New CB
Rim 408.14
Inv. out 403.89
Lot 31
2.39 ac
Lot 32
4.80 ac
32-5 32-6
32-7
32-13
32-14
32-15
32-16
32-17
32-18
32-19
32-20
32-21
31-1
31-5
31-7
31-9
31-2
31-3
31-4
31-6
31-8
31-10
31-11
2.13 ac
Lot 32
4.80 ac
Lot 31
2.38 ac
New CB
Rim 396.72
Inv. in 391.97
Inv. out 391.87
Inv. fd 393.12
New CB
Rim 411.6
Inv. out 407.6
New CB
Rim 405.0
Inv. fd 396.9
Inv. in 395.65
Inv. out 395.55
31-18
31-19
31-20
New CB
Rim 379.66
Inv. in 373.61
Inv. out 373.51
32-8
32-9
32-10
32-11
32-12
G5
G6
G7
G8
G9
G10
G11 G12
G13
G14
New CB
Rim 413.5
Inv. fd 402.9
Inv. out 401.9
New CB
Rim 405.1
Inv. in 400.85
Inv. out 400.75
New 8" PVC Sew
e
r
s
=
0
.
0
1
New 8"
P
V
C
S
e
w
e
r
s
=
0
.
0
1
7
New 8" P
V
C Se
wer s=0.031
New 8" PVC Se
w
e
r
s
=
0
.
0
2
2
New 8" PVC Se
w
e
r
s
=
0
.
0
2
3
New 8
"
P
V
C
S
e
w
e
r
s=0.0
5
6
New 8" PVC Sewer s=0.046PCG 405.0PCG 409.0PCG 412.0PCG 412.0
PCG 41
0.0
PCG 4
0
7
.
5
17 Parking spaces
2 Parking spaces
8' paved multi-u
s
e
p
a
t
h
Paver parking
spaces (typ.)New 15"HDPEN
e
w
1
5
"HD
P
E
New 15"HDPENew 15"HDPENew 15"
HDP
E
New 15" HDPE
New 15" H
D
P
E
New 15" HDPENew 15" HDP
E
New 15" HDPE
New 15" HD
P
E
New 1
5
"
H
D
P
E
New 12" HDP
E New 12" HDPENew 15" HDPENew 15" HDPENew
Hydrant
assembly
New
Hydrant
assembly
New 8"
C900 PVC
water main
New
Hydrant
assembly
New 12" CL 52
D
.
I
.
w
a
t
e
r
m
a
i
n
New 12"
gate valves
New 12"tee
with valve &
thrust block
New
Hydrant
assembly
New 8"
gate valves
New 8"
in-line gate
valve
Raised
crosswalk
New 12" x
8" reducer
New 45°
bends with
thrust blocks
PCG 416.0
PCG 415.5
PCG 414.0
PCG 413.5
PCG 412.5
PCG 411.5
PCG 410.5 PCG 410.0
PCG 410.0
PCG
4
1
0
.
0
PCG 412.0
PCG
4
1
1.
0
PCG 40
9
.
0
PCG 408.0
PCG 407.0
PCG 406.5
PCG 406.0
PCG 405
.
5
PCG 384.0Convert from
D.I. to C900 PVC
water main.
Provide all
necessary fittings.
HILLSIDE @
O'BRIEN FARM
OWNER AND APPLICANT:
ISSUED FOR PERMIT REVIEW
NOT FOR CONSTRUCTION
PROPERTY INFORMATION:
C-15
Old Farm Road and Kennedy Drive,
South Burlington, Vermont
O'BRIEN BROTHERS
1855 WILLISTON ROAD
SOUTH BURLINGTON, VT 05403
164 Main Street, Suite 201 P: (802) 878-0375
Colchester, Vermont 05446
email@krebsandlansing.com
SITE PLAN -
MABEL WAY
EASTVIEW
Lot 41
3.65 ac
New CB
Rim 333.25
Inv. ud 329.5
Inv. in 329.0
Inv. out 328.9
New SMh
Rim 332.0
Inv. in 326.35
Inv. out 326.25
Core and boot
new penetration.
New Inv. 326.0±
New SMh
Rim 334.5
Inv. in 327.84
Inv. out 327.74
Core and boot
new penetration.
New Inv. 326.7±
Ne
w
8
"
P
V
C
S
e
w
e
r
s
=
0
.
0
0
7
5
New 8" PVC Sewer s=0.0075New CB
Rim 333.25
Inv. ud 329.5
Inv. in 329.22
Inv. out 329.12
Forebay
New rip rap
dispersal pad
2, New 18"
PVC vertical
inlet pipes
New stone
berm
New CB
Rim 346.78
Inv. ud 342.78
Inv. out 342.23
New CB
Rim 346.78
Inv. ud 342.78
Inv. in 342.03
Inv. out 341.93
New CB
Rim 358.1
Inv. ud 354.1
Inv. out 353.55
New CB
Rim 358.1
Inv. ud 354.1
Inv. in 353.35
Inv. out 352.25
New CB
Rim 336.5
Inv. ud 332.5
Inv. out 332.05
New CB
Rim 336.5
Inv. ud 332.5
Inv. in 331.75
Inv. out 331.65
10'
p
a
v
e
d
m
u
l
t
i
-
u
s
e
p
a
t
h
New End Section
Inv. out 328.3
Gravel Wetland #7 Cell#1 New 15" HDPENew 15" HDPENew 15" HDPENew 15" HDPENe
w
1
5
"
H
D
P
E
Ne
w
1
5
"
H
D
P
E
Ne
w
1
5
"
H
D
P
E
N
e
w
1
5
"
H
D
P
E
New 6" PVC
SDR 35 sanitary
sewer stub, cap ,
and witness
New 12" x 8"
tapping sleeve
w/ thrust block
and valve
New 8" water
stub with cap,
trhust block
and witness
New 8" tee
with valve
and thrust
block
New
Hydrant
assembly
New 8" water
stub with cap,
trhust block and
New 8" tee
with valve
and thrust
block
12' wide
stabilized grass
maintenance
drive 10' paved multi-use path10' paved multi-use pathNe
w
8
"
C
9
0
0
P
V
C
w
a
t
e
r
m
a
i
n
HILLSIDE @
O'BRIEN FARM
OWNER AND APPLICANT:
ISSUED FOR PERMIT REVIEW
NOT FOR CONSTRUCTION
PROPERTY INFORMATION:
C-16
SITE PLAN -
POTASH ROAD
Old Farm Road and Kennedy Drive,
South Burlington, Vermont
O'BRIEN BROTHERS
1855 WILLISTON ROAD
SOUTH BURLINGTON, VT 05403
164 Main Street, Suite 201 P: (802) 878-0375
Colchester, Vermont 05446
email@krebsandlansing.com
EASTVIEW
New SMh
Rim 336.3
Inv. in 330.53
Inv. out 330.43
New 6" PVC
SDR 35 sanitary
sewer stub, cap ,
and witness
Lot 48
Open Space
4.56 ac
Lot 41
3.65 ac
Lot 45
2.90 ac
Inv. ud 329.5
Inv. in 329.0
Inv. out 328.9
New rip rap
dispersal pad
New End Section
Inv. out 327.1
New SMh
Rim 345.0
Inv. in 336.51
Inv. out 336.41
New 6" PVC
SDR 35 sanitary
sewer stub, cap ,
and witness
New SMh
Rim 334.5
Inv. in 327.84
Inv. out 327.74
New 8" PVC Sewer s=0.009
New SMh
Rim 335.25
Inv. in 329.55
Inv. out 329.45
Ne
w
8
"
P
V
C
S
e
w
e
r
s
=
0
.
0
0
7
5
New 8" PVC Sewer s=0.0075Ne
w
8
"
P
V
C
S
e
w
e
r
s
=
0
.
0
2
New Outlet
Structure 7.
See detail.
Forebay
New rip rap
dispersal pad
New 6" PVC
cross pipe
between cells
New berm
with stone
weir overflow
2, New 18"
PVC vertical
inlet pipes
2, New 18"
PVC vertical
inlet pipes
New stone
berm
New CB
Rim 336.5
Inv. ud 332.5
Inv. out 332.05
10'
p
a
v
e
d
m
u
l
t
i
-
u
s
e
p
a
t
h
New End Section
Inv. out 328.3
Gravel Wetland #7 Cell#1
83' x 63'
Elev. 328.0
Gravel Wetland #7 Cell#2
83' x 63'
Elev. 328.0 New 15" HDPENew 18" HDPE s=0.01New 15" HDPENew Emergency
Spillway. See detail
New 8" tee
with valve
and thrust
block
12' wide
stabilized grass
maintenance
drive
10' paved multi-use pathHILLSIDE @
O'BRIEN FARM
OWNER AND APPLICANT:
ISSUED FOR PERMIT REVIEW
NOT FOR CONSTRUCTION
PROPERTY INFORMATION:
C-16.1
SITE PLAN -
I/C Sewer &
Gravel Wetland #7
Old Farm Road and Kennedy Drive,
South Burlington, Vermont
O'BRIEN BROTHERS
1855 WILLISTON ROAD
SOUTH BURLINGTON, VT 05403
164 Main Street, Suite 201 P: (802) 878-0375
Colchester, Vermont 05446
email@krebsandlansing.com
EASTVIEW
Lot 42
3.14 acLot 43
3.95 ac
New CB
Rim 358.1
Inv. ud 354.1
Inv. out 353.55
New CB
Rim 367.4
Inv. ud 363.4
Inv. out 362.75
New CB
Rim 367.4
Inv. ud 363.4
Inv. in 362.65
Inv. out 362.55
New CB
Rim 371.71
Inv. 367.71
Inv. out 366.9
New CB
Rim 371.71
Inv. ud 367.71
Inv. in 366.65
Inv. out 366.55
New CB
Rim 369.51
Inv. ud 365.51
Inv. out 364.7
New CB
Rim 369.51
Inv. ud 365.51
Inv. in 364.45
Inv. out 364.35
10'
p
a
v
e
d
m
u
l
t
i
-
u
s
e
p
a
t
h
New 15" HDPENew 15" HDPENew 15" HDPEN
e
w
1
5
"
H
D
P
E
New 15" HDPE
New
Hydrant
assembly
New 8" water
stub with cap,
trhust block and
witness
New 8" tee
with valve
and thrust
block
New 8" water
stub with cap,
trhust block and
witness
New 8" tee
with valve and
thrust block
New 8" tee
with valve and
thrust block
New 8" water
stub with cap,
trhust block and
witness
60'
R
i
g
h
t
o
f
w
a
y
5' c
o
n
c
r
e
t
e
s
i
d
e
w
a
l
k
Ne
w
8
"
C
9
0
0
P
V
C
w
a
t
e
r
m
a
i
n
HILLSIDE @
O'BRIEN FARM
OWNER AND APPLICANT:
ISSUED FOR PERMIT REVIEW
NOT FOR CONSTRUCTION
PROPERTY INFORMATION:
C-17
Old Farm Road and Kennedy Drive,
South Burlington, Vermont
O'BRIEN BROTHERS
1855 WILLISTON ROAD
SOUTH BURLINGTON, VT 05403
164 Main Street, Suite 201 P: (802) 878-0375
Colchester, Vermont 05446
email@krebsandlansing.com
SITE PLAN -
POTASH ROAD
EASTVIEW
Forebay
New End Section
Inv. out 376.0
New rip rap
dispersal pad
2, New 15"
PVC vertical
inlet pipes
New stone
berm
2, New 15"
PVC vertical
inlet pipes
Lot 43
3.95 ac
Lot 44
3.51 ac
New CB
Rim 369.51
Inv. ud 365.51
Inv. out 364.7
New CB
Rim 369.51
Inv. ud 365.51
Inv. in 364.45
Inv. out 364.35
New CB
Rim 367.71
Inv. ud 363.71
Inv. out 362.9
New CB
Rim 367.71
Inv. ud 363.71
Inv. in 362.65
Inv. out 362.55
New CB
Rim 365.91
Inv. ud 361.91
Inv. in 360.75
Inv. out 360.65
New CB
Rim 365.91
Inv. ud 365.91
Inv. in 361.1
Inv. out 361.0
New DMh
Rim 362.6
Inv. in 357.85
Inv. out 357.75
Elev. 378.085' x 32'
Elev. 380.0
New 15" HDPENew 15" HDPENew 15" HDPENew 15" HDPE
New 15" HDPE
New 15" HDPE
New
1
5
"
H
D
P
E
New 15" HDPE
New Emergency
Spillway. See detail
Inv. out 374.3
New End Section
Inv. out 373.5
New
Hydrant
assembly
New
Hydrant
assembly
New 8" tee
with valve and
thrust block
New 8" water
stub with cap,
trhust block and
witness
Gate valve,
cap, stub,
and witness
for 8" water
main.
12' wide
stabilized grass
maintenance
drive
12' wide
stabilized grass
maintenance
drive
New 18"
HDPE
s=0.059
New 8" C900 PVC water main
HILLSIDE @
O'BRIEN FARM
OWNER AND APPLICANT:
ISSUED FOR PERMIT REVIEW
NOT FOR CONSTRUCTION
PROPERTY INFORMATION:
C-18
Old Farm Road and Kennedy Drive,
South Burlington, Vermont
O'BRIEN BROTHERS
1855 WILLISTON ROAD
SOUTH BURLINGTON, VT 05403
164 Main Street, Suite 201 P: (802) 878-0375
Colchester, Vermont 05446
email@krebsandlansing.com
SITE PLAN -
POTASH ROAD
EASTVIEW
New DMh
Rim 348.5
Inv. in 343.75
Inv. out 343.65
New DMh
Rim 342.3
Inv. in 335.83
Inv. out 335.73New 15"
HDPENew 15"
HDPE
12' wide
stabilized grass
maintenance
drive
HILLSIDE @
O'BRIEN FARM
OWNER AND APPLICANT:
ISSUED FOR PERMIT REVIEW
NOT FOR CONSTRUCTION
PROPERTY INFORMATION:
C-18.1
Old Farm Road and Kennedy Drive,
South Burlington, Vermont
O'BRIEN BROTHERS
1855 WILLISTON ROAD
SOUTH BURLINGTON, VT 05403
164 Main Street, Suite 201 P: (802) 878-0375
Colchester, Vermont 05446
email@krebsandlansing.com
SITE PLAN -
Stormwater Line &
Gravel Wetland #8
EASTVIEW
Lot 48
Open Space
4.56 ac
Lot 46
3.96 ac
New DMh
Rim 342.3
Inv. in 335.83
Inv. out 335.73
New End
Section
Inv. out 331.5
Forebay
2, New 15"
PVC vertical
inlet pipes
New stone
berm
New 6" PVC cross
pipe between cells
New berm with
stone weir
overflow
2, New 15"
PVC vertical
inlet pipes
New rip rap
dispersal pad
New End
Section
330.35
New Outlet
Structure 7.
See detail.
New rip rap
dispersal
padNew 1
5"
HDPE
Gravel Wetland #8 Cell#1
90' x 50'
Elev. 332.0
Gravel Wetland #8 Cell#2
90' x 50'
Elev. 332.0
New 18"
HDPE
s=0.008
New Emergency
Spillway. See detail
New End Section
Inv. out 329.1
New End Section
Inv. out 329.25
New DMh
Rim 339.5
Inv. in 333.3
Inv. out 333.2
New 15" H
D
P
E
s
=
0
.
0
1
12' wide stabilized grass
maintenance drive
HILLSIDE @
O'BRIEN FARM
OWNER AND APPLICANT:
ISSUED FOR PERMIT REVIEW
NOT FOR CONSTRUCTION
PROPERTY INFORMATION:
C-18.2
Old Farm Road and Kennedy Drive,
South Burlington, Vermont
O'BRIEN BROTHERS
1855 WILLISTON ROAD
SOUTH BURLINGTON, VT 05403
164 Main Street, Suite 201 P: (802) 878-0375
Colchester, Vermont 05446
email@krebsandlansing.com
SITE PLAN -
Stormwater Line &
Gravel Wetland #8
EASTVIEW
Inv.
408.5 Inv.
410.0
Inv.
400.0
Inv.
399.5
Inv.
387.5
Inv.
385.5 Inv.
388.5
New SpeedTableInv.
375.5
New CB
Rim 379.5
Inv. 375.75
HILLSIDE @
O'BRIEN FARM
OWNER AND APPLICANT:
ISSUED FOR PERMIT REVIEW
NOT FOR CONSTRUCTION
PROPERTY INFORMATION:
SITE PLAN -
Old Farm Road
Sidewalk
Old Farm Road and Kennedy Drive,
South Burlington, Vermont
O'BRIEN BROTHERS
1855 WILLISTON ROAD
SOUTH BURLINGTON, VT 05403
164 Main Street, Suite 201 P: (802) 878-0375
Colchester, Vermont 05446
email@krebsandlansing.com
EASTVIEW
Provide short
section of fence or
guard rail.
Relocate
sign
Relocate sign
Relocate utility
pole
Relocate utility
pole
Relocate utility
pole
Relocate
utility pole
guy wire
Jog sidewalk to
and create curbed
"bump out" to
avoid 30" oak tree
New 12" HDPE with
end sections under
to maintain drainage
under bump out
New curb and
sidewalk.
Relocate swale.
Maintain 20' travel
width on Old Farm
Road
Replace existing
12" CMP with new
15" HDPE with
end sections.
Restore existing
paved drive.Replace existing
15" CMP with new
15" HDPE culvert.
Restore existing
paved drive.
Relocate
sign
Relocate or
replace lilacsMATCH LINE -SEE BELOWMATCH LINE -SEE ABOVEPreserve existing
oak
Remove
existing stump
New 15"
HDPE with
end sections
Preserve
existing
maples
New 15"
HDPE with
end sections
Tip down curb to
direct drainage to
culvert
Preserve existing
trees Remove existing
dead elmNew curb and
sidewalk.
Relocate swale.
Maintain 20' travel
width on Old Farm
Road
Tip down curb to
direct drainage to
catch basin.
New curb and
sidewalk.
Relocate swale.
Maintain 20' min.
travel width on
Old Farm Road
New 15"
HDPE
C-19
50' Wetland Setback
Wetland A T
y
p
e
I
I
I
50' We
t
l
and
Se
tb
a
c
k
Wetland B Ty
p
e
I
I
I
50' WetlandSetbackWetland C
Type III
8' MIN 8' MIN
TR1 TP5
TR1 TP4
TR1 TP3
TR1 TP2
TR1 TP1 TR7 TP2
TR7 TP1
TR5 TP2
TR5 TP1
TR3 TP2
TR3 TP1
TR4 TP2
TR4 TP1
TR6 TP3
TR6 TP2
TR6 TP1
TR2 TP1
TR2 TP2 TR2 TP3 TR2 TP4
HILLSIDE @
O'BRIEN FARM
OWNER AND APPLICANT:
ISSUED FOR PERMIT REVIEW
NOT FOR CONSTRUCTION
PROPERTY INFORMATION:
C-20
WATERSHED PLAN -
POST DEVELOPMENT
Old Farm Road and Kennedy Drive,
South Burlington, Vermont
O'BRIEN BROTHERS
1855 WILLISTON ROAD
SOUTH BURLINGTON, VT 05403
164 Main Street, Suite 201 P: (802) 878-0375
Colchester, Vermont 05446
email@krebsandlansing.com
EX.
POND
#1
EX. POND
#2
EX.
POND
#3
WET POND &
INFILTRATION
BASIN A
GRAVEL
WETLAND #1
GRAVEL
WETLAND #2
GRAVEL
WETLAND
#3
GRAVEL
WETLAND #4 GRAVEL
WETLAND #5
GRAVEL
WETLAND
#6A
GRAVEL
WETLAND #7
GRAVEL
WETLAND #8
GRAVEL
WETLAND #9
(future)LIMIT OF
EASTVIEW
EASTVIEW
SN008 RECEIVING
WATER = WETLNDS IN
POTASH BROOK
WATERSHED
X
X
SN007 RECEIVING
WATER = WETLANDS
IN POTASH BROOK
WATERSHED
SN009 RECEIVING
WATER = WETLANDS
IN POTASH BROOK
WATERSHED
X
X
SN006 RECEIVING
WATER = WETLANDS
IN POTASH BROOK
WATERSHED
SN004
RECEIVING
WATER =
POTASH BROOK
X
SN003 (off page)
RECEIVING
WATER =
POTASH BROOK
SN002 RECEIVING
WATER = WETLANDS
IN POTASH BROOK
WATERSHED X
SN001
RECEIVING
WATER =
POTASH BROOKX
SN005
CITY SYSTEM
EVENTUAL
RECEIVING WATER
= POTASH BROOK
X
SN010 RECEIVING
WATER = POTASH
BROOK
X
GRAVEL
WETLAND
#6B
50' Wetland Setback
Wetland A T
y
p
e
I
I
I
50' W
e
t
l
a
n
d
S
e
t
b
ac
k
Wetland B Ty
p
e
I
I
I
50' WetlandSetbackWetland C
Type III
TR1 TP5
TR1 TP4
TR1 TP3
TR1 TP2
TR1 TP1 TR7 TP2
TR7 TP1
TR5 TP2
TR5 TP1
TR3 TP2
TR3 TP1
TR4 TP2
TR4 TP1
TR6 TP3
TR6 TP2
TR6 TP1
TR2 TP1
TR2 TP2 TR2 TP3 TR2 TP4
HILLSIDE @
O'BRIEN FARM
OWNER AND APPLICANT:
ISSUED FOR PERMIT REVIEW
NOT FOR CONSTRUCTION
PROPERTY INFORMATION:
C-20.1
PRE-DEVELOPMENT
WATERSHED
PLAN
Old Farm Road and Kennedy Drive,
South Burlington, Vermont
O'BRIEN BROTHERS
1855 WILLISTON ROAD
SOUTH BURLINGTON, VT 05403
164 Main Street, Suite 201 P: (802) 878-0375
Colchester, Vermont 05446
email@krebsandlansing.com
EASTVIEW
EX.
POND
#1
EX. POND
#2
EX.
POND
#3
WET POND &
INFILTRATION
BASIN A
GRAVEL
WETLAND #1
GRAVEL
WETLAND #2
LIMIT OF
EASTVIEW
SN008 RECEIVING
WATER = WETLNDS IN
POTASH BROOK
WATERSHED
X
X
SN007 RECEIVING
WATER = WETLANDS
IN POTASH BROOK
WATERSHED
SN009 RECEIVING
WATER = WETLANDS
IN POTASH BROOK
WATERSHED
X
X
SN006 RECEIVING
WATER = WETLANDS
IN POTASH BROOK
WATERSHED
SN004
RECEIVING
WATER =
POTASH BROOK
X
SN003 (off page)
RECEIVING
WATER =
POTASH BROOK
SN002 RECEIVING
WATER = WETLANDS
IN POTASH BROOK
WATERSHED X
SN001
RECEIVING
WATER =
POTASH BROOKX
SN005
CITY SYSTEM
EVENTUAL
RECEIVING WATER
= POTASH BROOK
X
SN010 RECEIVING
WATER = POTASH
BROOK
X
Stormwater Soil Test Pit Log
Date:November 9, 2020
Weather:Sunny, 65°F
Present:Scott Homsted, Krebs & Lansing
NLWTD = no ledge, water to depth
HSWT = high seasonal water table
Southwest Field
TH 20-1 0” - 15”10YR 3/3 Loamy sand topsoil, some roots, loose,
single grain, dry
15” - 35”10YR 4/6 Fine-medium sand, single grain, loose,
dry, mottled @ 18”
35” - 48”10YR 4/2 Very firm silt, blocky structure, mottled
NLWTD, HSWT @ 18”
TH 20-2 0” - 15”10YR 3/3 Loamy sand topsoil, some roots, loose,
single grain, dry
15” - 29”10YR 5/3 Fine-medium sand, single grain, loose,
dry, mottled @ 18”
29” - 60”10YR 4/2 Very firm silt, blocky structure, mottled
NLWTD, HSWT @ 18”
TH 20-3 0” - 17”10YR 3/3 Loamy sand topsoil, some roots, loose,
single grain, dry
17” - 37”10YR 4/6 Fine-medium sand, single grain, loose,
dry, mottled
37” - 47”10YR 5/2 Medium sand, wet, mottled
47” - 65”10YR 4/2 Very firm silt, blocky structure, mottled
NLWTD, HSWT @ 7”
TH 20-4 0” - 12”10YR 3/3 Loamy sand topsoil, some roots, loose,
single grain, dry
12” - 32”10YR 4/6 Fine-medium sand, single grain, loose,
dry, mottled @ 18”
32” - 47”10YR 5/2 Medium sand, wet, mottled, damp
47” - 61”10YR 4/2 Very firm silt, blocky structure, mottled
NLWTD, HSWT @ 18”
TH 20-5 0” - 14”10YR 3/3 Loamy sand topsoil, some roots, loose,
single grain, dry
14” - 27”10YR 4/6 Fine-medium sand, single grain, loose,
dry, mottled
27” - 70”10YR 4/2 Very firm silt, blocky structure, mottled,
possible bedrock bottom
NWTD, HSWT@ 14”
TH 20-6 0” - 17”10YR 3/3 Loamy sand topsoil, some roots, loose,
single grain, dry
17” - 30”10YR 4/6 Fine-medium sand, single grain, loose,
dry, mottled
30” - 68”10YR 4/2 Very firm silt, blocky structure, mottled
NLWTD, HSWT @ 17”
TH 20-7 0” - 12”10YR 3/3 Loamy sand topsoil, some roots, loose,
single grain, dry
12” - 16”10YR 4/6 Fine-medium sand, single grain, loose,
dry, mottled
16” - 64”10YR 4/2 Very firm silt, blocky structure, mottled
NLWTD, HSWT @ 12”
TH 20-8 0” - 14”10YR 3/3 Loamy sand topsoil, some roots, loose,
single grain, dry
14” - 19”10YR 4/6 Fine-medium sand, single grain, loose,
dry, mottled
19” - 63”10YR 4/2 Very firm silt, blocky structure, mottled
NLWTD, HSWT @ 14”
Northwest Field
TH 20-9 0” - 7”10YR 3/3 Loamy sand topsoil, many roots, damp,
single grain
7” - 20”10YR 4/3 Fine sandy loam, single grain, friable,
damp
20” - 66”10YR 4/2 Firm silt, mottled, wet to saturated,
water @ 66”
NLTD, HSWT @ 20”
TH 20-10 0” - 13”10YR 3/3 Loamy sand topsoil, many roots, damp,
single grain
13” - 37”10YR 4/3 Very firm fine sandy loam, damp,
mottled
37” - 74”10YR 4/2 Very fine sandy loam, mottled, wet to
saturated, water @ 74”
NLTD, HSWT @ 13”
TH 20-11 0” - 13”10YR 3/3 Loamy sand topsoil, many roots, damp,
single grain
13” - 47”10YR 4/2 Very firm, blocky loamy silt, mottled
47” - 62”10YR 4/2 Very fine sandy loam, mottled, wet to
saturated
NLWTD, HSWT @ 13”
TH 20-12 0” - 12”10YR 3/3 Loamy sand topsoil, many roots, damp,
single grain
12” - 17”10YR 4/6 Medium sand, single grain, damp,
mottled
17” - 32”10YR 4/2 Very firm, blocky loamy silt, mottled
32” - 60”10YR 4/2 Very fine sandy loam, mottled, wet to
saturated
NLWTD, HSWT @ 12”
TH 20-13 0” - 9”10YR 3/3 Loamy sand topsoil, many roots, damp,
single grain
9” - 22”10YR 4/6 Fine sand, single grain, loose, dry
22” - 40”10YR 4/2 Very firm silt, blocky structure, mottled
40” - 70”10YR 4/2 Very fine sandy loam, mottled, wet to
saturated
NLWTD, HSWT@ 22”
TH 20-14 0” - 6”10YR 3/3 Loamy sand topsoil, many roots, damp,
single grain
6” - 12”10YR 4/6 Fine sand, single grain, loose, dry
12” - 32”10YR 4/2 Very firm silt, blocky structure, mottled
32” - 67”10YR 4/2 Very fine sandy loam, mottled, wet to
saturated
NLWTD, HSWT @ 12”
TH 20-15 0” - 12”10YR 3/3 Loamy sand topsoil, many roots, damp,
single grain
12” - 29”10YR 4/6 Fine sand, single grain, loose, dry,
mottled @ 18”
29” - 65”10YR 4/2 Very firm silt, blocky structure, mottled
NLWTD, HSWT @ 18”
TH 20-16 0” - 10”10YR 3/3 Loamy sand topsoil, many roots, damp,
single grain
10” - 46”10YR 4/6 Fine sand, single grain, loose, dry,
mottled @ 16”
46” - 70”10YR 4/2 Very fine sandy loam, mottled, wet to
saturated, water @ 68”
NLTD, HSWT @ 16”
TH 20-17 0” - 8”10YR 3/3 Loamy sand topsoil, many roots, damp,
single grain
8” - 27”10YR 4/2 Very firm, blocky loamy silt, mottled @
8”
27” - 64”10YR 4/2 Very fine sandy loam, mottled, wet to
saturated, water @ 64”
NLTD, HSWT @ 8”
TH 20-18 0” - 9”10YR 3/3 Loamy sand topsoil, many roots, damp,
single grain
9” - 14”10YR 4/6 Fine sand, single grain, loose, dry,
mottled @ 14”
14” - 38”10YR 4/2 Very firm, blocky loamy silt, mottled
38” - 52”10YR 4/2 Very fine sandy loam, mottled, wet to
saturated
NLWTD, HSWT @ 14”
Northeast Field
TH 20-19 0” - 12”10YR 3/3 Loamy sand topsoil, many roots, loose,
dry, single grain
12” - 26”10YR 4/6 Medium sand, loose, dry, single grain,
mottled @ 22”
26” - 48”10YR 4/2 Very fine sandy loam, damp, mottled,
firm, blocky
NLWTD, HSWT @ 22”
TH 20-20 0” - 8”10YR 3/3 Loamy sand topsoil, many roots, loose,
dry, single grain
8” - 20”10YR 4/6 Fine sandy loam, mottled, damp, slightly
firm
20” - 36”10YR 4/2 Very fine sandy loam, damp, mottled,
firm, blocky
NLWTD, HSWT @ 8”
TH 20-21 0” - 10”10YR 3/3 Loamy sand topsoil, many roots, loose,
dry, single grain
10” - 27”10YR 4/6 Medium sand, loose, dry, single grain,
mottled @ 17”
27” - 52”10YR 4/2 Very fine sandy loam, damp, mottled,
firm, blocky
NLWTD, HSWT@ 17”
TH 20-22 0” - 17”10YR 3/3 Loamy sand topsoil, many roots, loose,
dry, single grain
17” - 29”10YR 4/6 Medium sand, loose, dry, single grain,
mottled
29” - 50”10YR 4/2 Very fine sandy loam, damp, mottled,
firm, blocky
NLWTD, HSWT @ 17”
TH 20-23 0” - 17”10YR 3/3 Loamy sand topsoil, many roots, loose,
dry, single grain
17” - 28”10YR 4/6 Medium sand, loose, dry, single grain,
mottled @ 24”
28” - 39”10YR 4/2 Medium sand, mottled, loose, dry
39” - 48”10YR 4/2 Very fine sandy loam, damp, mottled,
firm, blocky
NLWTD, HSWT @ 24”
TH 20-24 0” - 12”10YR 3/3 Loamy sand topsoil, many roots, loose,
dry, single grain
12” - 32”10YR 4/2 Fine sandy loam, damp, mottled @ 23”
32” - 48”10YR 4/2 Very fine sandy loam, damp, mottled,
firm, blocky
NLWTD, HSWT @ 23”
TH 20-25 0” - 12”10YR 3/3 Loamy sand topsoil, many roots, loose,
dry, single grain
12” - 36”10YR 4/6 Medium sand, loose, dry, single grain,
mottled @ 20”
36” - 48”10YR 4/2 Very fine sandy loam, damp, mottled,
firm, blocky
NLWTD, HSWT @ 20”
TH 20-26 0” - 12”10YR 3/3 Sandy loam topsoil, many roots, loose,
dry, single grain
12” - 36”10YR 4/2 Very fine sandy loam, damp, mottled,
firm, blocky
NLWTD, HSWT @ 12”
TH 20-27 0” - 12”10YR 3/3 Sandy loam topsoil, many roots, loose,
dry, single grain
12” - 34”10YR 4/2 Firm silt, mottled, blocky
NLWTD, HSWT @ 12”
TH 20-28 0” - 12”10YR 3/3 Loamy sand topsoil, many roots, loose,
dry, single grain
12” - 48”10YR 4/2 Very fine sandy loam, damp, mottled,
firm, blocky
NLWTD, HSWT @ 12”
TH 20-29 0” - 12”10YR 3/3 Loamy sand topsoil, many roots, loose,
dry, single grain
12” - 42”10YR 4/6 Medium sand, loose, dry, single grain,
mottled @ 28”
42” - 58”10YR 4/2 Very fine sandy loam, damp, mottled,
firm, blocky
NLWTD, HSWT@ 28”
TH 20-30 0” - 12”10YR 3/3 Loamy sand topsoil, many roots, loose,
dry, single grain
12” - 35”10YR 4/2 Very fine sandy loam, damp, mottled,
firm, blocky
NLWTD, HSWT @ 12”
TH 20-31 0” - 13”10YR 3/3 Loamy sand topsoil, many roots, loose,
dry, single grain
13” - 24”10YR 4/6 Medium sand, loose, dry, single grain,
mottled
24” - 54”10YR 4/2 Very fine sandy loam, damp, mottled,
firm, blocky
NLWTD, HSWT @ 24”
50' W
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HILLSIDE @
O'BRIEN FARM
OWNER AND APPLICANT:
ISSUED FOR PERMIT REVIEW
NOT FOR CONSTRUCTION
PROPERTY INFORMATION:
C-20.2
POST CONSTRUCTION SOIL
DEPTH & QUALITY PLAN
Old Farm Road and Kennedy Drive,
South Burlington, Vermont
O'BRIEN BROTHERS
1855 WILLISTON ROAD
SOUTH BURLINGTON, VT 05403
164 Main Street, Suite 201 P: (802) 878-0375
Colchester, Vermont 05446
email@krebsandlansing.com
EX.
POND
#1
WET POND &
INFILTRATION
BASIN A
GRAVEL
WETLAND #1
GRAVEL
WETLAND #2
GRAVEL
WETLAND
#3
GRAVEL
WETLAND #4
GRAVEL
WETLAND #5
GRAVEL
WETLAND
#6A
GRAVEL
WETLAND #7
GRAVEL
WETLAND #8
EASTVIEW
GRAVEL
WETLAND
#6B
·
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·
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Post-Construction Soil Depth and Quality Notes
Required Elements:
Soil retention: Retain, in an undisturbed state, the duff layer and native topsoil to the maximum
extent practicable.
Soil quality: All areas subject to the Standard shall demonstrate the following:
■A topsoil layer with a minimum organic matter content of 4% dry weight in planting beds and
turf areas. The topsoil layer shall have a minimum depth of 4 inches, except where tree roots
limit the depth of incorporation of amendments needed to meet the criteria.
■Compost and other materials shall be used that meet the following requirements:
o The compost or other materials shall have a carbon to nitrogen ratio below 25:1.
o Compost shall meet the definition of “compost” in the Agency's Solid Waste
Management Rules or shall meet the contaminant standards in the Vermont Solid Waste
Management Rules §6-1104(g)(6- 7), §6-1105(e)(8-9), and §6-1106(e)(7-9). Compost or
other organic materials may be amended to meet the foregoing requirements.
o Exceptional Quality biosolids (EQ biosolids) may be used as a soil amendment, at a
maximum proportion of 35% of the total soil volume, and shall be well mixed with
existing soil before or during application.
■The resulting soil shall be conducive to the type of vegetation to be established.
■The soil quality requirements shall be met by using one or a combination of the following
methods:
o Option 1: Leave undisturbed native vegetation and soil, and protect from compaction
during construction. Failure to establish and maintain exclusionary controls around
these areas during the construction phase may trigger the requirement to restore soils
per one of the following options.
o Option 3: Remove and stockpile existing topsoil during grading.
▪Stockpile soil on site in a designated controlled area, at least 50 feet from surface
waters, wetlands, floodplains, or other critical resource areas;
▪Scarify or till subgrade to a depth of 4 inches. Except for within the drip line of
existing trees, the entire surface shall be disturbed by scarification;
▪Stockpiled topsoil shall also be amended, if needed, to meet the organic content
requirements:
·PRE-APPROVED RATE: Compost shall be incorporated with an organic
matter content between 40 and 65% into the topsoil at a ratio 1:3, or
·CALCULATED RATE: Incorporate composted material or approved
organic material at a calculated rate to achieve 4 inches of settled soil at 4%
organic content;*
▪Replace stockpiled topsoil prior to planting, screen topsoil, and;
▪Rake to level, and remove surface rocks larger than 2 inches in diameter.
o Option 4: Import topsoil mix, or other materials for mixing, including compost, of
sufficient organic content and depth.
·Scarify or till subgrade to a depth of 4 inches. Except for within the drip
line of existing trees, the entire surface shall be disturbed by scarification;
·Place 4 inches of imported topsoil mix on surface. The imported topsoil mix
shall contain 4% organic matter. Soils used in the mix shall be sand or
sandy loam as defined by the USDA; Shop drawing submittal is required.
Find USDA sieve for sand and sandy loam.
·Rake beds to smooth and remove surface rocks larger than 2 inches in
diameter; and
·Water or roll to compact soil in turf areas to 85% of maximum dry density.
Soil Management:
o Identifies areas on the site subject to the Standard;
o Soil depth and quality shall be established towards the end of construction and once
established, protected from compaction, such as from large machinery, vehicle traffic,
and from erosion; and
o After soil amendments and placement is complete, and prior to seeding and mulching,
Contractor shall perform verification sampling in locations indicated on sampling plan.
Verification sampling shall include nine, 8 inch deep (min) test holes per acre of area
subject to the standard. Test holes shall be excavated using only a shovel driven solely
by inspector's weight and shall be at least 50 feet apart from each other.
■A dense and vigorous vegetative cover shall be established over turf areas.
o Option 2: Amend existing site topsoil or subsoil in place.
▪Scarify or till subsoils to 4 inches of depth or to depth needed to achieve a total
depth of 8 inches of uncompacted soil after calculated amount of amendment is
added. Except for within the drip line of existing trees, the entire surface shall be
disturbed by scarification;
▪Amend soil to meet organic content requirements:
·PRE-APPROVED RATE: Place 1 inch of composted material with an organic
matter content between 40 and 65% and rototill into 3 inches of soil, or
·CALCULATED RATE: Place calculated amount of composted material or
approved organic material and rototill into depth of soil needed to achieve 4
inches of settled soil at 4% organic content. *Contractor to provide
calculation and site sketch indicating areas used for calculations.
▪Rake beds to smooth and remove surface rocks larger than 2 inches in diameter;
and
▪Water or roll to compact soil in turf areas to 85% of maximum dry density.
50' W
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tbac
k 50' WetlandSetback8' MIN 8' MIN
HILLSIDE @
O'BRIEN FARM
OWNER AND APPLICANT:
ISSUED FOR PERMIT REVIEW
NOT FOR CONSTRUCTION
PROPERTY INFORMATION:
C-20.3
STORMWATER MAINTEANCE
PLAN
Old Farm Road and Kennedy Drive,
South Burlington, Vermont
O'BRIEN BROTHERS
1855 WILLISTON ROAD
SOUTH BURLINGTON, VT 05403
164 Main Street, Suite 201 P: (802) 878-0375
Colchester, Vermont 05446
email@krebsandlansing.com
EX.
POND
#1
WET POND &
INFILTRATION
BASIN A
GRAVEL
WETLAND #1
GRAVEL
WETLAND #2
GRAVEL
WETLAND
#3
GRAVEL
WETLAND #4
GRAVEL
WETLAND #5
GRAVEL
WETLAND
#6A
GRAVEL
WETLAND #7
GRAVEL
WETLAND #8
EASTVIEW
GRAVEL
WETLAND
#6B
CATCH BASINS AND PIPING:
LOCATED IN ALL ROADS THORUGHOUT
DEVELOPED AREAS
Inspect annually for structual integrity and monitor
sediment depth. Clean sumps when sediment
accumulation exceeds half of sump depth. Typical all
catch basins.
GRAVEL WETLANDS
Maintenance: The plant biomass should be harvested annually, and accumulated sediment
removed at intervals of 5-10 years. These activities may disrupt the wetlands system and may
require some vegetation re-establishment. The riser pipes may clog and will require annual
clean-out (it should be done in the winter time when one can walk on the wetland).
·First Year Post-Construction: Inspection frequency should occur after every major storm in
the first year following construction.
o Inspect that the system drains within 24-48 hours.
o The plants may need watering if necessary during the first growing season. Revegetate
if the vegetation is poorly establishing.
o Identify areas of erosion and make timely repairs.
o Check all inlets, outlets and subdrains for proper functioning. Risers may need to be
cleaned.
·Post-Construction: Inspection frequency should occur at least every 6 months and after every
major storm. Activities are expected to include:
o Check the basin for a dense root mat establishment of wetland vegetation.
o Check and clean the risers if there is evidence of standing water, discolored water
or accumulated sediments in the cells.
o Check and clean the forebay for sediments, trash and debris. When sediments have
accumulated to a depth of 12 inches, standing water is persistent or wetland
vegetation become established, the forebay will need to be excavated and reformed.
o Verify that the cells drain within 24-48 hours. Sediment will need to be removed when
an accumulation of 4 inches is evident over the wetland surface.
o Check and clean all outlets and overflow spillway if blocked or there is evidence of
structural damage or erosion.
o Remove decaying vegetation, litter and debris.
o Check for foreign species. Particular care must be used to avoid the unintended
introduction of invasive species such as purple loosestrife (Lythrum salicaria) and
common reed (Phragmites australis). It is recommended that a qualified wetland
biologist be consulted when these are found in the area of the gravel wetland.
GRAVEL WETLANDS #3, 4, 5, 6A, 6B, 7, & 8
SEE PLAN FOR LOCATION
1. INSPECT FOR PROLONGED STANDING WATER AFTER
RAIN EVENTS. INSPECT GRATES AND OBSERVATION PORTS.
2. INSPECT FOR EROSION, ACCUMULATED SEDIMENT, AND
ENSURE PLANTS ARE HEALTHY. REMOVE SEDIMENT AND
REPLACE PLANTS AS NECESSARY.
3. INSPECT OUTLET STRUCTURE TO ENSURE GOOD REPAIR
AND NO CLOGGING.
FOREBAYS #3, 4, 5, 6A, 6B, 7, & 8
SEE PLAN FOR LOCATION
1. INSPECT FOR EROSION AND ACCUMULATED
SEDIMENT
2. REMOVE SEDIMENT FROM FOREBAY WHEN 6 -
12 INCHES OF SEDIMENT HAVE ACCUMULATED
STONE SPLASH PADS/WEIRS:
LOCATED AT ALL GRAVEL WETLANDS, FOREBAYS, AND
STORMWATER PIPE INLETS & OUTLETS
1. INSPECT REGULARLY FOR SINGS OF EROSION OR
DISPLACEMENT OF STONE. REPAIR AS NEEDED.
2. INSPECT FOR DEBRIS/TRASH ACCUMULATION AND
REMOVE AS NEEDED.
3. MONITOR FOR EVIDENCE OF CONCENTRATED FLOW
CHANNELS OR EROSION AT OUTLET. LEVEL STONE IF
NEEDED TO RESTORE EVEN FLOW DISTRIBUTION.
FOREBAY
#3
FOREBAY
#6A
FOREBAY
#4
FOREBAY
#5
FOREBAY
#6B
FOREBAY
#7
FOREBAY
#8
STORMWATER SYSTEM MAINTENANCE NOTES
ROADS AND SHARED DRIVEWAYS
SEE PLAN FOR LOCATION
ALL ROADS AND SHARED DRIVEWAYS/ALLEYS
SHALL BE SWEPT IN THE SPRING OF EACH YEAR.
Kennedy Drive
Hi
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Wi
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HILLSIDE @
O'BRIEN FARM
OWNER AND APPLICANT:
ISSUED FOR PERMIT REVIEW
NOT FOR CONSTRUCTION
PROPERTY INFORMATION:
C-21
OPEN SPACE &
RESIDENT
AMENITIES PLAN
Old Farm Road and Kennedy Drive,
South Burlington, Vermont
O'BRIEN BROTHERS
1855 WILLISTON ROAD
SOUTH BURLINGTON, VT 05403
164 Main Street, Suite 201 P: (802) 878-0375
Colchester, Vermont 05446
email@krebsandlansing.com
EASTVIEW
O'Brien Far
m
Road
Two Brothers DriveMeadow LoopLegacy Farm AvenueI/C RoadSUMMARY OF OPEN SPACE
OPEN SPACE LEGEND
EASTVIEW OPEN SPACE
HILLSIDE PHASE 1 OPEN SPACE
Lot 3
2.0 ac
Lot 47
Open Space
12.64 ac
Lot 48
Open Space
4.56 ac
Lot 18
1.17 ac
Lot 19
1.51 ac
Lot 6
3.04 ac
Lot 4
1.06 ac
Business Park
North Lot 4
2.4 ac
Lot 33
2.38 ac
50' Wetland Setback
Wetland A T
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50' WetlandSetbackWetland C
Type III
8' MIN 8' MIN
EASTVIEW
HILLSIDE @
O'BRIEN FARM
OWNER AND APPLICANT:
ISSUED FOR PERMIT REVIEW
NOT FOR CONSTRUCTION
PROPERTY INFORMATION:
Q-1
Old Farm Road and Kennedy Drive,
South Burlington, Vermont
O'BRIEN BROTHERS
1855 WILLISTON ROAD
SOUTH BURLINGTON, VT 05403
164 Main Street, Suite 201 P: (802) 878-0375
Colchester, Vermont 05446
email@krebsandlansing.com
EX.
POND #1
EX.
POND #2
EX.
POND #3
WET
POND A
GRAVEL
WETLAND
#1
GRAVEL
WETLAND
#2
GRAVEL
WETLAND #3
GRAVEL
WETLAND #4
GRAVEL
WETLAND #5
GRAVEL
WETLAND #6B
GRAVEL
WETLAND #7
GRAVEL
WETLAND #8
Lot 1
8.9 ac
Lot 2
5.0 ac
Lot 3
2.0 ac
Lot 4
1.1 ac
Lot 5
8.8 ac
Lot 6
3.0 ac
Lot 7
2.4 ac
Lot 5
8.8 ac
Lot 8
4.6 ac
Lot 9
1.9 ac
Lot 10
0.9 ac
Lot 11
1.2 ac
Lot 13
2.78 ac
Lot 15
2.38 ac
Lot 12
1.6 ac
Lot 14
1.1 ac
Lot 17
3.11 ac
Lot 16 2.81 ac
Lot 20 21.3 ac
Lot 21
2.30 ac
Lot 22
1.25 ac
Lot 23
0.12 ac
Lot 24
1.25 ac
Lot 25
2.53 ac
Lot 26
1.88 ac
Lot 27
1.00 ac
Lot 28
2.11 ac
Lot 33
2.38 ac
Lot 31
2.39 ac
Lot 32
4.80 ac
Lot 35
2.38 ac
Lot 47
Open Space
12.64 ac
Lot 29
1.04 ac
Lot 41
3.65 ac
Lot 46
3.96 ac
Lot 48
Open Space
4.56 ac
Archaeology
Zone
Archaeology
Zone
Lot 34
1.30 ac
Lot 39
3.54 ac
Lot 18
Open Space
1.17 ac
Lot 19
Open Space
1.51 ac
16-1 16-2 16-3 16-4 16-716-616-5 16-8 16-9 16-10 16-11 16-12 16-13 16-14
20-132-132-232-332-432-532-632-732-832-932-1032-1132-1232-1332-143
2
-
1
5
32-
1
632-1732-1832-1932-2032-2132-2232-2332
-24
31-1
31-5
31-7
31-9
3
1
-
1
3
3
1
-
1
4
3
1
-
1
5
3
1
-
1
6
3
1
-
1
7
3
1
-
1
8
3
1
-
1
9
34-1
34-3
34-6
34-7
39-139-239-3
39-4
39-539-639-739-839-9
39-1039-1138-138-238-338-4
38-5
34-2
34-4
34-5
34-8
34-9
31-2
31-3
31-4
31-6
31-8
31-10
31
-1131-1220-220-320-420-520-620-720-820-920-1020-1120-1220-1320-1420-1520-1620-1720-1820-1920-2020-2120-2220-2320-2420-2520-263
1
-
2
0
3
1
-
2
1
Lot 38
1.55 ac
35-1
35-2
35-3
35-4
35-5
35-6
35-7
35-8
35-9
35-10
Lot 42
3.14 ac
Lot 43
3.95 ac
Lot 44
3.51 ac
Lot 45
2.90 ac
Lot 37
1.10 ac
3
1
-
2
2
3
1
-
2
3
3
1
-
2
4
3
1
-
2
5
3
1
-
2
632-25
35-12
35-13
35-14
35-15
35-16
35-17
35-18
36-137-1
35-11
34-10
Lot 30
0.30 ac
Lot 36
0.66 ac
24-1
24-124-2
24-3
24-436-236-336-436-537-2
37-3
37-4
37-5
37-6
GRAVEL
WETLAND
#6A16-1516-1616-17
16-18
16-19
Lot 49
0.54 ac
OVERALL SITE PLAN-
Rock Extraction &
Crushing Area
APPROXIMATE
LIMIT OF ROCK
EXTRACTION AREA
APPROXIMATE LIMIT OF
ROCK EXTRACTION AREA
Lot 40
1.90 ac
Lot 50
1.15 ac
HILLSIDE @
O'BRIEN FARM
OWNER AND APPLICANT:
ISSUED FOR PERMIT REVIEW
NOT FOR CONSTRUCTION
PROPERTY INFORMATION:
Q-2
SITE PLAN -
Rock Extraction &
Crushing Area
Old Farm Road and Kennedy Drive,
South Burlington, Vermont
O'BRIEN BROTHERS
1855 WILLISTON ROAD
SOUTH BURLINGTON, VT 05403
164 Main Street, Suite 201 P: (802) 878-0375
Colchester, Vermont 05446
email@krebsandlansing.com
Temporary
gravel pad for
rock crushing
operations
Area of
re-grading
and rock
extraction
Area of
re-grading and
rock extraction
P
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KIMBALL AVENUEEASTVIEW
Temporary
sediment trap for
runoff from earth
moving and
crushing
operations
Stabilized
construction
entrance
Stabilized
construction haul
road from
crusher area to
residential
development
A
ABB ARCHAELOGY
ZONE
APPROXIMATE
LIMIT OF ROCK
EXTRACTION AREA
APPROXIMATE
LIMIT OF ROCK
EXTRACTION AREA
Finish Grade
Finish Grade
Depth of cut
(typical)
Depth of cut
(typical)
Potash Road
HILLSIDE @
O'BRIEN FARM
OWNER AND APPLICANT:
ISSUED FOR PERMIT REVIEW
NOT FOR CONSTRUCTION
PROPERTY INFORMATION:
Q-3
SITE SECTIONS -
Rock Extraction &
Crushing Area
Old Farm Road and Kennedy Drive,
South Burlington, Vermont
O'BRIEN BROTHERS
1855 WILLISTON ROAD
SOUTH BURLINGTON, VT 05403
164 Main Street, Suite 201 P: (802) 878-0375
Colchester, Vermont 05446
email@krebsandlansing.com
EASTVIEW
HILLSIDE @
O'BRIEN FARM
OWNER AND APPLICANT:
ISSUED FOR PERMIT REVIEW
NOT FOR CONSTRUCTION
PROPERTY INFORMATION:
Q-4
SITE RECLAMATION
PLAN -
Rock Extraction &
Crushing Area
Old Farm Road and Kennedy Drive,
South Burlington, Vermont
O'BRIEN BROTHERS
1855 WILLISTON ROAD
SOUTH BURLINGTON, VT 05403
164 Main Street, Suite 201 P: (802) 878-0375
Colchester, Vermont 05446
email@krebsandlansing.com
P
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H
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KIMBALL AVENUEEASTVIEW
A
ABB ARCHAELOGY
ZONE
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