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HomeMy WebLinkAboutSD-22-10 - Plans - Record - 0500 Old Farm RoadHILLSIDE @ O'BRIEN FARM - EASTVIEW KENNEDY DRIVE, KIMBALL AVENUE, & OLD FARM ROAD JANUARY 18, 2023 Ke n n e d y D r i v e 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 C2 C3 C4 C5 C6 C7 C8 C9 C10 C11 C12 C14 C13 C16 C17 C18 C15 C16.1 C5.1 C8.1 C2.1 C18.2 C18.1 C19 C7.1 Tilley DriveEldredge Str e e t C6.1 50' Wetland Setbac k Wetland A T y p e I I I 50' We t land Se tb ac k Wetland B T y p e I I I 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 ing Pond # 1 Existin g P o n d # 2 Existing P o n d # 3 LIMIT OF EASTVIEW TR1 TP5TR1 TP4TR1 TP3TR1 TP2TR1 TP1TR7 TP2TR 7 T P 1 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 20' easement for the benefit of the City of South Burlington for Future Trail. 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: X-4 Overall Existing Conditions Plan -Trees 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 LIMIT OF EASTVIEW N35 ° 5 7 ' 4 1 " E 125. 7 6 ' N36°05'48"E 118.70' N53°46'36"W 21.69'N82°05'22"W59.18'N85°53'26"W119.09'N36° 1 3 ' 5 5 " E 142. 9 6 ' N22°01'37"W 40.98' N35° 3 4 ' 4 5 " E 64.53 'N53°33'17"W75.75'S36°26'43"W 36.12' N53°54'12"W 61.41'N53°54'12"W125.63'S54°02'19"E159.38'S54°02'19"E132.18'L=108.67' R=130.00' S53°06'12"E 17.07' L=43.52' R=130.00' S77°03'07"E 105.54' N69°24'34"E 43.32' L=81.95' R=70.00' S53°06'12"E 17.07' S86°38'32"E 77.35'N85°53'24"W 16.77' O-IP4 not on Rightof Way, see Map Reference #2 O-IP3 not on Right of Way,see Map Reference #2 O-IP1 not on Right of Way,see Map Reference #2 O-IP5 not on Boundary Line, see Existing Old Farm Road R.O.W. to be reducedfrom 66' wide to 60' wide along Lot 20 frontage CM109 not on Right of Way, see Map Reference #1 Existing Old Farm Road R.O.W. to be reduced from 66' wide to 60' widealong Lot 20 frontage Existing 66' wide Old Farm Road R.O.W. from Kimball Avenue to this point to be relocated as shown 6' wide portion of Existing Old Farm Road R.O.W. to bereduced along Lot 20 frontage S07°55'21"W 108.61'N82°04'22"W206.97'S11°20'30"W 220.87' S11°22'19"W 307.85' S07°02'47"W 169.65'S06°45'42"W 243.58' S07°00'57"W 53.84' N 5 6 ° 5 2 ' 4 2 " E 54 . 9 9 ' N11°57' 1 5 " W 77.28' S 5 9 ° 3 3 ' 0 1 "W 8 2 . 7 0 ' N40 ° 1 5 ' 4 5 " E 141. 3 8 ' L=98.37' R=275.00' S81°04'00"E 97.85'S70°49'08"E183.69'S80°37'24"W 48.39'N54°02'19"W104.76'S83°52'10"E 65.20' S4 7 ° 2 2 ' 4 0 " W 11 3 . 8 8 ' S07°00'57"W 118.98' S07°00'57"W 229.53' N36° 2 7 ' 2 5 " E 227. 6 9 'N45°01'05"W124.74'N31° 14'47" W 89.12'N31°14'47"W 26.08' N23°56' 3 3" W 67.77'N50°36'38"W176.24'N85°53'26"W97.20'N85°53'26"W157.76'S05°51'36"W 148.81' S05°51'36"W 89.96' S05°51'36"W 123.14'N72°58'05"W64.04'N07°37'09 " W 139.06'S81°18'51"W376.24'N40 ° 0 8 ' 5 6 " E 344. 8 8 ' N40 ° 0 8 ' 5 6 " E 86.5 4 ' L=35.04' R=1660.00' L=50.00' R=1660.00' L=117.76' R=1660.00' N33° 0 8 ' 5 6 " E 99.35 ' N33°0 8 ' 5 6 " E 55.03 ' L=210.91' R=167.00'N80°59'51"W60.50'N80°59'51"W 11.19' N23°19'06"E 39.74' N23°19'06 " E 106.18'N05°05'47"E 143.93' N08°44'38"E 457.62' N06°59'30 " W 371.47' N4 5 ° 3 7 ' 4 4 " E 15 6 . 6 7 ' N4 5 ° 3 7 ' 4 4 " E 250 . 7 8 ' N45°37'44"E 60.00' N4 5 ° 3 7 ' 4 4 " E 258 . 7 6 ' N4 9 ° 3 5 ' 0 8 " E 10 7 . 2 8 ' N4 9 ° 3 5 ' 1 0 " E 59 5 . 7 7 'S54°25'14"E97.32'S54°25'14"E 13.09'S54°25'14"E111.12'S32°23'44"E122.01'S88°31'33"E217.90'N70°17'07"W70.58'N19°42'53"E 52.75' N19°42'53"E 85.11'S74° 2 3 '52 "W 1 56 .6 2 ' S4 2 ° 5 0 ' 3 6 " W 378. 9 2 ' N27°3 0'24" W 93.92' N53°06'12"W 55.58' N32°23'41"W 29.59' N32°23'46"W 45.77'S44°20'18"E105.20'L=78.05' R=280.00' S28°22'01"E 45.67'S28°22'0 1" E 51.43' L=82.06' R=220.00'S49°44'15"E90.74'N36° 5 3 ' 4 8 " E 113. 1 6 ' N36 ° 5 3 ' 4 8 " E 154. 0 8 ' N36°53'48"E 21.01' S36°21'09"E 77.80' S39°03'08"E 81.58'S44°20'18"E105.17'L=61.33' R=220.00' S28°2 2'0 1"E 97.10' L=104.44' R=280.00'S49°44'15"E90.74'S40 ° 1 5 ' 4 5 " W 244 . 6 0 ' S40 ° 1 5 ' 4 5 " W 129 . 6 7 ' L=613.88' R=980.00' S04°22'20"W 29.39' L=219.94' R=227.00' N43°04'58"E 211.44' N22°19'03"E 603.89' N35 ° 4 0 ' 1 3 " E 265.0 1 ' S36°21'09"E 61.13' S39°03'08"E 103.83' L=158.39' R=222.00' N83°40'45"E 4.61' L=44.04' R=170.00'S81°28'43"E 47.75' L=66.35' R=120.00' L=63.43' R=120.00' N12°30'26"E 239.82'L=214.33' R=830.00' N02°17'17"W 40.50'L=99.48' R=170.00' N31°14'28"E 50.20' L=77.25' R=180.00' N06°39'06"E 123.57' L=85.06' R=145.00'N40 ° 1 5 ' 4 5 " E 141. 3 8 ' L=3.99' R=100.00' L=36.72' R=100.00' L=28.91' R=100.00' L=87.46' R=100.00'N49°44'15"W121.62'N40 ° 1 5 ' 3 4 " E 129. 9 8 ' L=109.43' R=370.00' N57°12'09"E 10.09' N59°49'09"E 48.86' N48°43'47"E 109.03' S33°44'47"E 38.50' S21°5 6' 5 6" E 140.78' S39 ° 5 6 ' 0 4 " W 253. 1 4 ' N24°40'54"W 84.70' L=192.93' R=167.00' N04°22'20"E 73.35' L=576.29' R=920.00' N40 ° 1 5 ' 4 5 " E 122. 5 2 ' N40 ° 1 5 ' 4 5 " E 251. 7 6 'S49°44'15"E121.62'L=62.83' R=40.00'S40 ° 1 5 ' 4 5 " W 141. 3 8 ' L=71.83' R=205.00'L=48.42' R=205.00' S06°39'06"W 123.57' L=51.50' R=120.00' S31°14'28"W 50.20' L=134.59' R=230.00' S02°17'17"E 40.50' L=198.84' R=770.00' S12°30'26"W 239.82' L=90.07' R=60.00' N81°28'43"W 47.75' L=20.04' R=230.00' L=39.54' R=230.00' S83°40'45"W 53.96'N49°44'15"W78.92'N49°44'15"W 10.59'N49°44'15"W84.57'N30°13'27"E 71.47' S04°44'15"E 56.57' N13°25'07"E 48.31' N23°27'25"E 83.85'S75°00'36"E83.40'N06°52'33"E 60.66'N18°47'00"E 306.64' N30°0 4 ' 2 5 " E 355.27' N22°19'03"E 566.92' S21°04'56" W 308.15' S11°20'40"W 675.39' S88°36'15"W 39.49' N83°58'29"W 20.03' S33°08'56"W 5.00' L=117.72' R=162.00' N75°30'12"W 115.15' N18°34'09"W 197.17' N50°42'27"E 182.38' S18°56'47"W 51.11'S14°28'35"W 132.68' S05°06'35"W 198.28' S55°30'51"W 81.85' N 5 9 ° 4 9 ' 0 9 " E 1 8 4 . 3 5 ' S36°53'48"W 60.16' S07°00'57"W 240.83' S04°23'01"W 70.54' S13°51'11"W 191.41' S04°32'27"W 211.41' S16°04'57"W 73.15' N08°39'17"E 28.81'S82°50'58"E197.56'N40 ° 1 5 ' 3 4 " E 129. 9 7 ' N59°49'09"E 50.23' N 5 9 ° 4 9 ' 0 9 " E 1 8 4 . 3 5 ' L=127.17' R=430.00' N57°12'09"E 11.46' N48°43'47"E 126.71' N36° 5 3 ' 4 8 " E 209. 2 2 ' N53°06'12"W 6.00' N05°51'00"W 39.56'S81°18'51"W237.79'N51°50'56"W 34.81' L=44.16' R=27.50' N35°10'52"E 117.74' N39°32'39"E 35.04' S08°41'18 " E 291.92' N14°28'35"E 98.07' N18°56'47"E 76.66'N05°06'35"E 213.73' N27°38'56"E 62.69' L=218.77' R=433.00' S22°06'52"W 216.45' N07°00'57"E 110.00' L=122.84' R=135.00' N22°09'31"E 182.59' N07°00'57"E 73.96' L=184.53' R=367.00'N36 ° 5 3 ' 4 8 " E 59.9 8 ' S 5 9 ° 2 5 ' 2 9 "W 8 1 . 9 1 ' S19°58'59"W 80.22' N77°02'20"W 51.47'N83°04'05"W156.27'S45°06'11"E117.44'S45°06'11"E41.07'S53°22'12"E149.81'N30°34'00" W 125.9 4' N16°04'57"E 73.15' N04°32'27"E 211.41' N13°51'11"E 191.41' N04°23'01"E 70.58' S06°45'42"W 243.63' S07°02'47"W 171.99' S11°20'30"W 243.64'S78°37'41"E200.12'S78°37'41"E199.88'S78°37'41"E400.00'S11°22'19"W 300.02'S11°20'30"W 120.85' S11°20'30"W 208.09'S11°20'30"W 79.45' S11°20'30"W 25.46'S77°20'40"E265.68'S11°20'30"W 40.72'N77°20'40"W264.53'N78°45'48"E 101.26'S78°45'48"W S11°27'20"W 162.60' N15°41'15"E 202.48' S 6 4 ° 5 0 ' 0 6 "W 7 6 . 2 5 'N78°01'35"W259.36'L=116.26' R=325.00'N70°49'08"W125.99'S09°28'36"W 97.08' S11°50'17"W 150.05' N36 ° 5 3 ' 4 8 " E 124. 4 2 ' N36 ° 5 3 ' 4 8 " E 140. 8 4 'S54°25'14"E116.56'S54°25'14"E164.44'S77°36'40"E107.19'N04°58'50" W 324.19' N14°54'51"E 44.06' N12°23'20"E 191.04' N04°32'24"E 233.92' N13°51'53"E 311.80' N07°30'50"E 334.38' N82°40'51"E 65.51' S88°53'59"E 43.91' S75°42'39"E 155.06' N38°04'35"E 50.00' N30°55'56" W 92.14'N57°00'01"W 118.65'S83°51'53"W108.39'S83°51'53"W118.25'N12°00'00"W 113.56' N30° 55'56" W 92.14'L=77.35' R=85.00' N57°00'01"W 74.70' N06°55'56"E N06°58'44"W 156.27' N06°50'20"W N39°07'11"E 3.99' N27°27'23"E 36.52' N36 ° 5 3 ' 4 8 " E 231. 6 9 ' S11°50'17"W 134.65' S09°28'36"W 140.40' S11°27'20"W 170.14'S83°51'53"W118.50'L=115.65' R=175.00' Portion of Relocated Old Farm Road R.O.W. to be expanded from 66' wide to 72' wide Residential 12 Zoning Commercial 1-LR ZoningResidential 1-PRD Zoning Residential 12 ZoningResidential 12 Zon ingResidential 1-PRD ZoningCommercial 1-LR ZoningSEE SHEET PL-2 FOR BOUNDARY INFORMATION ON LOTS LOCATED EAST OF OLD FARM ROAD LAURENTIDE LANE LAURENTIDE LANELEDGE WAY LEDGE WAY SPLIT ROCK COURT SPLIT ROCK COURT LEO LANE LEO LANE · · · N83°03'59"W156.43'S53°06'12"E98.81'S52°16'26"E61.61'N53°06'12"W98.81'O-IP4 not on Rightof Way, see Map Reference #2 O-IP3 not on Right of Way, see Map Reference #2 O-IP1 not on Right of Way, see Map Reference #2 O-IP5 not on Boundary Line, see Map Reference #2 N83°03'59"W156.51'Existing Old Farm Road R.O.W. to be reduced from 66' wide to 60' wide along Lot 20 frontage CM109 not on Right of Way, see Map Reference #1 Existing Old Farm RoadR.O.W. to be reduced from 66' wide to 60' wide along Lot 20 frontage Existing 66' wide Old Farm Road R.O.W. from Kimball Avenue to this point to be relocated as shown 6' wide portion of Existing Old Farm Road R.O.W. to be reduced along Lot 20 frontage O-IP10 is not on Right of Way, it is located 0.67 feetN07°29'10"W fromcalculated corner OBNE, see Map References #1,3,4 N37°04'15"E 298.91' N34°08'31"E 390.86' S07°55'21"W 108.61'N82°04'22"W206.97'S11°20'30"W 220.87' S11°22'19"W 307.85' S07°02'47"W 169.65'S06°45'42"W 243.58' S07°00'57"W 53.84' N 5 6 ° 5 2 ' 4 2 " E 54 . 9 9 ' N11°57'1 5 " W 77.28' S 5 9 ° 3 3 ' 0 1 "W 82 . 7 0 ' L=400.23' R=532.00' L=98.37' R=275.00' S81°04'00"E 97.85'S70°49'08"E183.69'N12°35'24"E 660.46'S46°23'16"E407.90'N46°23'16"W378.83'N 5 5 ° 4 1 ' 3 9 " E 11 9 . 8 4 ' N 5 5 ° 4 1 ' 3 9 " E 67 . 9 6 ' N34°18'21" W 172.74'N4 5 ° 3 9 ' 5 6 " E 253 . 7 4 ' N4 5 ° 3 9 ' 5 6 " E 390 . 7 4 'S38°07'51"E216.36'N54°02'19"WS4 7 ° 2 2 ' 4 0 " W 11 3 . 8 8 ' N37° 0 2 ' 2 7 " E 173. 3 6 ' S 5 9 ° 5 1 ' 1 3 "W 13 5 . 1 2 ' S07°00'57"W 118.98' S07°00'57"W 229.53'S54°25'14"ES54°25'14"E 13.09'S54°25'14"E111.12'N36° 5 3 ' 4 8 " E 113. 1 6 ' N36 ° 5 3 ' 4 8 " E 154. 0 8 ' N36°53'48"E 21.01' S36°53'48"W 60.16' S07°00'57"W 240.83'S82°50'58"E197.56'N36° 5 3 ' 4 8 " E 209. 2 2 ' N53°06'12"W 6.00' L=218.77' R=433.00' S22°06'52"W 216.45' N07°00'57"E 110.00' L=122.84' R=135.00' N22°09'31"E 182.59' N07°00'57"E 73.96' L=184.53' R=367.00'N36 ° 5 3 ' 4 8 " E 59.9 8 ' N30° 34'00" W 158.84'N30°34'00" W 139.36' S 5 9 ° 2 5 ' 2 9 "W 81 . 9 1 ' S19°58'59"W 80.22' N77°02'20"W 51.47'N83°04'05"W156.27'S45°06'11"E117.44'S45°06'11"E41.07'S30°35'41"E181.17'S53°22'12"E149.81'S52°07'20"E134.40'S52°07'20"E69.68'S30°08'47"E119.39'S 5 9 ° 5 1 ' 1 3 "W 16 9 . 6 0 ' S59°51'13"W 29.99' S 5 9 ° 5 1 ' 1 3 "W 11 3 . 6 5 ' N30°34'00" W 125.94' N16°04'57"E 73.15' N04°32'27"E 211.41' N13°51'11"E 191.41' N04°23'01"E 70.58' S06°45'42"W 243.63' S07°02'47"W 171.99' S11°20'30"W 243.64'S78°37'41"E200.12'S78°37'41"E199.88'N11°22'19"E 300.02'S78°37'41"E400.00'S11°22'19"W 300.02'S11°20'30"W 120.85' S11°20'30"W 208.09' S11°20'30"W 79.45' S11°20'30"W 25.46'S77°20'40"E265.68'L=104.25' R=125.00' N 5 4 ° 5 2 ' 1 5 " E 78 . 9 6 ' L=93.39' R=125.00' N12°03'56"E 61.59' N12°03'56"E 16.83' L=60.21' R=175.00' N07°38'46 " W 65.08' S11°20'30"W 40.72'N77°20'40"W264.53'N78°45'48"E 101.26'S78°45'48"W 141.76' L=145.95' R=175.00' S54°52'15"W 23.03' N13°27'25"E 133.33'N88°41'07"E106.89'S11°27'20"W 162.60' N33°28'06"E 91.23' N15°41'15"E 202.48'N78°55'17"W107.55'S24°23'1 9 " W 90.56' S 6 4 ° 5 0 ' 0 6 "W 7 6 . 2 5 'N78°01'35"W259.36'N02°12'35"E 59.91' N05°29'34"W 62.68' N01°24'58"W 90.25'S88°41'07"W106.98'L=116.26' R=325.00'N70°49'08"W125.99'S09°28'36"W 97.08' S11°50'17"W 150.05' S11°21'45"W 38.04' S59°25'29"W 53.52'S89°14'41"W148.60'S30°34'00" E364.66' N36 ° 5 3 ' 4 8 " E 124. 4 2 ' N36 ° 5 3 ' 4 8 " E 140. 8 4 ' S36° 0 8 ' 5 5 " W 148. 6 3 ' S36° 0 8 ' 5 5 " W 181. 3 1 ' S36°08'55"W 35.77' S82°21'51"W 67.48' N34°06'15"W 44.24' N78°28'50"W 17.75' S30°35'4 1" E160.86'S 5 9 ° 4 7 ' 3 7 "W 1 4 3 . 7 9 'S30°35'41"E140.38'S 5 9 ° 2 3 ' 1 2 "W 1 4 3 . 7 2 ' S30°35'41" E157.67' S30°08'47"E 47.37'S30°08'47"E338.64'S54°25'14"E116.56'S54°25'14"E164.44'S41°12'44"E 290.86' L=211.57' R=1549.00' S33°26'45"W 10.00' L=281.67' R=1549.00' L=67.86' R=1559.00' S83°00'08"W 67.93'S83°00'08"W587.42'S83°00'08"W323.70'S83°00'08"W420.91'S07°29'10 " E 564.93' S07°35'14 " E 281.50' N81°04'00"W 115.64' L=292.12' R=906.87' L=25.94' R=906.87' S31°09'53"E 25.94' S30°20'39"E 272.6 6' S30°20'3 9" E278.89'S30°20'39" E477.45' S30°20'39"E 7.02' L=215.35' R=1549.00' S34°19'37"E 215.17' S39°29'50"E 64.21' S44°42'24"E 217.27' S57°48'04"E 67.85' S52°38'28"E 211.41' N30°5 5'56" W 92.14'L=93.59' R=225.00' L=55.11' R=225.00' N19°00'59"W 92.91' N57°00'01"W 118.65' S83°00'08"W 91.40' S82°10'44"W 38.03'S82°10'44"W87.73'S82°10'44"W 50.31' S82°10'44"W 53.56'S82°10'44"W119.88'S83°51'53"W108.39'S83°51'53"W118.25'N55°41'39"E 16.08' N 5 5 ° 4 1 ' 3 9 " E 23 3 . 0 8 ' L=31.24' R=468.00' N48°50'40"E 49.39' N53°46'54"E 31.24' N11°22'19"E 295.45' N12°00'00"W 113.56' N30°5 5'56" W 92.14'L=77.35' R=85.00' N57°00'01"W 74.70' N00°05'03"W 54.97' N06°55'56"E 181.11' N06°55'56"E 181.11' L=157.82' R=325.00' N06°58'44"W 156.27' L=133.54' R=275.00' N06°58'44"W 132.23' N20°53'24"W 49.32' N20°53'24"W 49.02' L=117.32' R=225.00' L=90.27' R=175.00' N06°50'20"W 89.28' N06°35'36"W 116.00' L=51.40' R=450.00' N05°53'32"W 51.37'N07°38'46 " W 65.72' L=77.41' R=225.00' N02°12'35"E 77.03' N12°03'56"E 78.42' L=124.06' R=175.00' N34°33'42"E 121.48' N54°52'15"E 5.92'N78°00'50"W140.18'N13°27'25"E 133.33'N01°24'58"W 155.40' S12°37'31"W 510.28' S11°44'36"W 146.03'S01°27'04"E 180.34'S11°22'51"W 230.21' S06°31'20" E 245.93' S08°44'4 8 " E 81.07'S06°55'56"W 177.11'S83°05'47"E149.79'L=6.68' R=175.00' L=304.24' R=468.00' L=47.84' R=468.00' N15°31'07"E 47.82' S4 3 ° 1 3 ' 5 3 " W 93. 6 0 'S48°54'26"E142.91'S01°13'57"E 115.41'S48°43'51"E218.03'S26°02'0 9 " W 357.65' S23°35'51 " W 349.79' S4 6 ° 3 2 ' 5 9 " W 38 4 . 3 7 ' S46°32'59"W 30.04' S12°58'45"W 34.87' S12°58'45"W 151.06'S12°58'45"W 310.01'S46°23'16"E428.47'N12°35'24"E 375.46' N12°35'24"E 262.22'S77°13'38"E554.62'L=91.68' R=532.00' N50°45'25"E 91.57' N4 5 ° 4 9 ' 1 1 " E 32 0 . 4 8 ' N4 5 ° 4 9 ' 1 1 " E 32 5 . 7 2 ' L=49.41' R=468.00' N13°09'32"E 6.68' N36 ° 5 3 ' 4 8 " E 231. 6 9 ' S11°50'17"W 134.65' S09°28'36"W 140.40' S11°27'20"W 170.14'S83°51'53"W118.50'S77°13'46"E554.29'S12°58'45"W 176.77' L=115.65' R=175.00' Portion of Relocated Old FarmRoad R.O.W. to be expanded from 66' wide to 72' wide Mixed Industrial & Commercial (I-C) Zoning Commercial 1-LR ZoningMixed Industrial & Commercial (I-C) ZoningResidential 1-PRD Zoning Commercial 1-LR ZoningResidential 1-PRD ZoningN5 5 ° 4 1 ' 3 9 " E 61 . 3 6 ' L=62.72' R=500.00' SEE SHEET PL-1 FOR BOUNDARY INFORMATION ON LOTS LOCATED WEST OF OLD FARM ROAD DANIEL DRIVE LEO LANE BARN ROAD BARN ROAD O'BRIEN FARM ROAD EAST O'BRIEN FARM ROAD EAST · · · Ex. Stormwater easement for the benefit of the City of South Burlington Ex. Stormwater easement for the benefit of the City of South Burlington Limit of Open Space Easement New 10' wide Green Mountain Power easement Ex. 10' wide Green Mountain Power easement New 10' wide Green Mountain Power easement Ex. 20' wide utility easement for the benefit of the City of South Burlington Ex. sidewalk and utility easement Proposed 30' wide Access and Utility easement for pedestrian connectivity and contiguous green space for the benefit of the City of South Burlington Proposed 30' wide easement for pedestrian connectivity, utilities and contiguous green space for the benefit of the City of South Burlington New 20' wide utility easement for the benefit of the City of South Burlington New 10' wide Green Mountain Power easement Proposed 30' wide Access & Utility easement for the benefit of the City of South Burlington New 10' wide Green Mountain Power easement New 10' wide utility easement to Green Mountain Power 20' wide access and utility easement for the benefit of the City of South Burlington Proposed 20' wide utility easement for the benefit of the City of South Burlington Proposed Stormwater utility easement for the benefit of the City of South Burlington O-IP4 not on Right of Way, see MapReference #2 O-IP3 not on Right of Way, see Map Reference #2 O-IP1 not on Right of Way, see Map Reference #2 Existing Old Farm Road R.O.W. to be reducedfrom 66' wide to 60' wide along Lot 20 frontage CM109 not on Right of Way, see Map Reference #1 Existing Old Farm Road R.O.W. to be reducedfrom 66' wide to 60' wide along Lot 20 frontage Existing 66' wide Old Farm Road R.O.W. from Kimball Avenue to this point to be relocated as shown 6' wide portion of Existing OldFarm Road R.O.W. to be reduced along Lot 20 frontage Ex. 20' wide access easement for the benefit of the City of South Burlington Open Space & Stormwater Easement, Area = 3.0 acres New 10' wide Green Mountain Power easement Ex. permanent slope rights for the benefit of City of South Burlington Proposed 20' wide Access and Utility easements for the benefit of the City of South Burlington New 10' wide Green Mountain Power easement Ex. 10' wide Green Mountain Power easement Ex. 10' wide Green Mountain Power easement Ex. 10' wide Green Mountain Power easement Limit of open space easement New 10' wide Green Mountain Power easement Proposed Stormwater utility easement for the benefit of the City of South Burlington Ex. 10' wide Green Mountain Power easement New Utility Easement for the benefit of Green Mountain Power New Proposed Utility Easement for the benefit of the City of South Burlington Open Space Easement New Access & Utility Easement SEE SHEET E-2 Proposed Access and Utility easement for the benefit of the City of South Burlington Proposed 20' wide utility easement for the benefit of the City of South Burlington Proposed utility easement for the benefit of the City of South Burlington benefit of the City of South Burlington Green Mountain Power easement benefit of the City of South Burlington Proposed 50' wide Access and Utility easement for the benefit of the City of South Burlington Proposed Stormwater utility easement for the benefit of the City of South Burlington Proposed Pedestrian Access easement for the benefit of the City of South Burlington. Proposed Utility and Access easement for the benefit of the City of South Burlington Proposed Pedestrian easement for the benefit of the City of South Burlington Proposed Access easement for the benefit of the City of South Burlington Proposed 20' Access easement for the benefit of the City of South Burlington. O-IP5 not on Boundary Line, see Map Reference #2 O-IP10 is not on Right of Way, it is located 0.67 feetN07°29'10"W fromcalculated corner OBNE, see Map References #1,3,4 New 10' wide Green Mountain Power easement Proposed 20' wide utility easement for the benefit of the City of South Burlington New 10' wide Green Mountain Power easement New 10' wide Green Mountain Power easement New 10' wide Green Mountain Power easement Proposed Stormwater utility easement for the benefit of the City of South Burlington Proposed Stormwater utility easement for the benefit of the City of South Burlington New 10' wide Green Mountain Power easement New 10' wide Green Mountain Power easement Proposed Stormwater utility easement for the benefit of the City of South Burlington New 10' wide Green Mountain Power easement Proposed 20' wide utility easement for the benefit of the City of South Burlington New 10' wide Green Mountain Power easement New 10' wide Green Mountain Power easement Proposed 20' wide utility easement for the benefit of the City of South Burlington New Stormwater utility easement for the benefit of the City of South Burlington Stormwater utility easement for the benefit of the City of South Burlington Proposed Access easement for the benefit of the City of South Burlington Proposed Access easement for the benefit of the City of South Burlington Portion of Relocated Old Farm Road R.O.W. to be expanded from 66' wide to 72' wide SEE SHEET E-1 New Utility Easement for the benefit of Green Mountain Power New Utility Easement for the benefit of the City of South Burlington New Access & Utility Easement 16-1 16-2 16-3 16-4 16-7 16-616-5 16-8 16-9 16-10 16-11 16-12 16-13 16-14 20-1 32-1 32-2 32-3 32-4 32-5 32-6 32-7 32-13 32-14 31-1 31-2 31-3 31-4 20-2 20-3 20-4 20-5 20-6 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 20-23 20-24 20-25 20-26 32-8 32-9 32-10 32-11 32-12 16-15 16-16 16-17 16-18 16-19 SEE SHEET PL-4 32-1 32-2 32-3 32-4 32-5 32-6 32-7 32-13 32-14 32-15 32-16 32-1732-1832-19 32-2032-21 32-22 32-23 31-1 31-5 31-7 31-9 31-14 31-15 31-16 31-17 39-139-2 39-3 39-4 39-5 39-6 39-7 31-2 31-3 31-4 31-6 31-8 31-10 31-11 31-12 31-13 31-18 31-19 31-20 31-21 31-22 31-23 31-2431-25 31-26 32-8 32-9 32-10 32-11 32-12 32-24 32-25 24-1 24-2 24-3 24-4 SEE SHEET PL-5SEE SHEET PL-3 34-1 34-3 39-8 39-9 39-10 39-11 38-1 38-238-338-4 38-5 34-2 34-4 34-9 35-1 35-2 35-3 35-4 35-5 35-6 35-7 35-8 35-9 35-10 34-6 34-7 34-8 35-12 35-13 35-14 35-15 37-2 37-3 37-4 37-5 37-6 35-16 35-17 35-18 37-1 35-11 34-10 36-136-236-336-4 36-5 34-5 SEE SHEET PL-4 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 Trash/Recylcing New 8" PVC Sewer s=0.0066 New 8" P V C S e w e r s=0.0066 New Trash/Recylcing New Trash/Recylcing NewBikeRack New co n c r e t e retainin gwall 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 . Coordiant e w i t h mecha n 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 . New stre e tlight (typ. ) New Mai l Buildin g a n d Trash/ Re c y l 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 p ,stub, thr u s tblock, an dwitness for 8 " water m a i n . NewHydrantassembly New 8 " w a t e r stub wit h c a p , trhust bl 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 D P Es=0.069 New 18" H D P E s = 0 . 0 0 5 Gravel W e t l a n d # 1 C e l l # 2 55' x 2 0 'Elev. 32 6 . 5 Gravel W e t l a n d # 1 C e l l # 1 55' x 20'Elev. 326 . 5 Gravel W e t l a n d # 2 C e l l # 2 121' x 32 ' Elev. 3 3 1 . 0 New 1 5 " H D P E s = 0 . 0 2 1 Gravel W e t l a n d # 2 C e l l # 1 121' x 3 2 'Elev. 33 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 Es=0.005 New 15" HDPEs=0.055 New 15" H D P E s = 0 . 0 4 2 New 1 5 " H D P E s=0.073 New 15" HDPEs=0.083 New 15" H D P E s=0.01 New 15" HDPE s=0.086 New 1 5" H DP E s= 0 .0 3 9 New 12" HDPE s=0 . 06 New 12" H D P E s = 0 . 0 1 New 15" H D P E 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 E s = 0 . 0 9 6 New 18" H D P E s = 0 . 0 3 3 New 15" H D P E s = 0 . 0 1 New 1 5 " H D P E s=0.01 New 1 5 " HD PE s = 0 .0 1 New 1 5" H DP E s =0 . 05 4 New 15" H D P E s = 0 . 0 2 New 15" H DP E s = 0. 0 5 2 New 1 5" HDPE s=0 .04 3 New 1 5 " HD P E s = 0 . 02 1 New 12 " HDPE s=0 . 057 New 15"HDPE s=0.0 1 New 15" HDPE s=0 . 0 1 New 18" H D P E New 18"HDPEs=0.029 New 12 " H D P E s = 0 . 0 0 5 New 15" HD P E s = 0 . 0 5 2 New 15" H D P E s = 0. 0 3 2 New 15" H D P E s = 0 . 0 2 2 New 15" H D P E s = 0 . 0 2 6 Convert C B # 5 8 to solid c o v e r Convert C B # 5 5 to solid c o v e rCore and b o o tNew Inv. i n 351.65 New 15 " H D P E s = 0. 0 1 1 New 15 " H D P E s=0.033 New 15" H D P E s = 0 . 0 0 6 New 15" HDP E s = 0 . 0 1 New 15" HDPE s=0.043 New 12 " H DP E s = 0 . 0 3 New 12" HD P E New 12" HDPE s=0.03 New 12" H D P E s = 0 . 0 57 New 12" H D P E s = 0. 0 9 7 New 15" HDP E s = 0. 0 9 1 New EndSectionInv. 325.8 Newemerge n c yspillway New E n d S e c t i o n Inv. 32 6 . 7 5 New OutletStructu r e B .See detai l .Newemergenc yspillway New Outle t Structu r e C .See detail.Newstoneberm New End S e c t i o n Inv. 329.5 New rip r a psplash pa d New rip r a pdispersal p a d New EndSection Inv. 326. 7 5 New CBRim 358.2Inv. in 3 5 3 . 2 5 Inv. out 3 5 3 . 1 5 New C BRim 358. 2IInv. out 3 5 3 . 4 5 New CBRim 367 . 0 5Inv. in 362 . 8 Inv. out 3 6 2 . 7 New CBRim 36 7 . 5Inv. in 362 . 6 Inv. out 3 6 2 . 5 New CBRim 371. 0 Inv. in 3 6 6 . 2 5 Inv. out 36 6 . 1 5 New CBRim 370 . 7 Inv. in 3 6 5 . 9 5 Inv. out 36 5 . 8 5 New C BRim 375 . 1Inv. in 37 0 . 3 5Inv. out 3 7 0 . 2 5 New CBRim 378. 0Inv. in 373 . 2 5 Inv. ou t 3 7 3 . 1 5 New CBRim 378. 1IInv. out 3 7 3 . 6 New CBRim 367.3Inv. in 361 . 4 2 Inv. ou t 3 6 1 . 3 3 Inv. ud 3 6 4 . 3 New 18" E n d Sectio n Inv. 33 2 . 0 New rip r a pdispers a l pad New CBRim 348. 2 5Inv. in 34 3 . 2 5Inv. out 343 . 1 5 New C BRim 351 . 2Inv. in 34 5 . 9 2Inv. out 34 5 . 8 2 New C BRim 353. 1Inv. in 34 6 . 9Inv. out 34 6 . 8 New CBRim 35 3 . 7 0Inv. in 34 7 . 9 Inv. out 3 4 7 . 8 New CBRim 353.7Inv. in 348. 2 5 Inv. ou t 3 4 8 . 1 5 New C BRim 353. 8Inv. in 34 9 . 0 5Inv. out 3 4 8 . 9 5 New CBRim 360. 4Inv. in 355. 6 5 Inv. ou t 3 5 5 . 5 5 New CBRim 363.05Inv. in 3 5 8 . 3Inv. out 3 5 8 . 2 New CBRim 364.5Inv. out 3 6 0 . 0 New CBRim 355.1 5Inv. in 349 . 7 8 Inv. ou t 3 4 9 . 6 8 New C BRim 359.8Inv. in 35 4 . 4 8 Inv. ou t 3 5 4 . 3 8 New CBRim 3 6 4 . 6Inv. in 358. 8 4 Inv. out 3 5 8 . 7 4 New CBRim 359. 5 5Inv. out 35 5 . 0 5 New CBRim 35 6 . 7Inv. in 351. 9 5 Inv. out 3 5 1 . 8 5 New C BRim 359.55Inv. out 35 5 . 0 5 New C BRim 365 . 7 5Inv. out 3 6 1 . 2 5 New 10 "PVC RoofDrain New 10"PVC RoofDrain New CBRim 372. 8Inv. in 367 . 9 1Inv. out 36 7 . 8 1 Inv. ud 3 6 8 . 6 6 New CBRim 372.9Inv. out 3 6 8 . 1 5 Inv. ud 3 6 8 . 9 New CBRim 37 0 . 9Inv. in 3 6 6 . 1 5Inv. out 3 6 6 . 0 5Inv. ud 36 6 . 9 New CBRim 370.9Inv. in 36 5 . 9 Inv. ou t 3 6 5 . 8 Inv. ud 3 6 6 . 6 5 CB#61Rim 362. 1 3Inv. in 35 7 . 3 8Inv. out 35 7 . 2 8 Inv. u d 3 5 8 . 1 3 CB#63Rim 35 2 . 8 4Inv. in 346. 5 1 Inv. out 3 4 8 . 0 9 4' deep s u m p CB#64Rim 353. 0 5 Inv. out 3 4 6 . 5 1 4' deep su m p . CB#65ARim 34 5 . 6 8Inv. in 340. 9 3 Inv. out 3 4 0 . 3 5 4' deep s u m p CB#66ARim 346 . 3 Inv. in 3 4 0 . 3 5Inv. out 3 4 1 . 6 Use 4' de e p s u m p CB#65Rim 339.60Inv. out 33 3 . 8 54' deep su m p CB#66Rim 339. 6 0 Inv. in 3 3 4 . 8 5 Inv. out 33 3 . 8 5(infiltrati o n ) Inv. out 3 3 5 . 3 5 4' deep s u m p . CB#67Rim 333 . 2 7Inv. in 327. 7 7 Inv.ud 3 2 9 . 2 7 Inv. out 32 9 . 0 2 Use 4' dee p s u m p . CB#68Rim 333.10Inv. in 328.3 5 Inv. out 3 2 7 . 7 7 Inv. ud 3 2 9 . 1 04' deep su m p . Infiltratio n T r e n c h 6 3 Use (1) 30' l o n g x 1 8 " dia. per f o r a t e d H P D E pipes be d d e d i n s t o n e . Inv. 346.5 1 Infiltration T r e n c h 6 5 ( 1 ) 24' long x 1 8 " d i a . perfora t e d H P D E p i p e s bedded i n s t o n e . I n v . 3 3 3 . 8 5 Infiltratio n T r e n c h 6 7 U s e ( 1 ) 3 5 ' long x 15" d i a . p e r f o r a t e d H P D E pipes bedde d i n s t o n e . S e e d e t a i l . Inv. 327. 7 7 Infiltra t i o n T r e n c h 6 5 A Use 1 24' l o n g x 1 5 " d i a . perforat e d H P D E p i p e bedded i n s t o n e . Inv. 340.3 5 New CBRim 363.1Inv. in 359. 4 Inv. out 3 5 9 . 3 New CBRim 374.9Inv. in 370 . 4 Inv. out 3 7 0 . 3 New CBRim 36 7 . 2 Inv. out 3 6 2 . 4 5 Inv. ud 3 6 3 . 2 New CBRim 364.3 3Inv. in 359. 5 8 Inv. ou t 3 5 9 . 4 8 Inv. ud 3 6 0 . 3 3 New CBRim 36 2 . 3 3Inv. out 3 5 7 . 5 8 Inv. ud 3 5 8 . 3 3 New C BRim 357 . 7Inv. in 35 2 . 9 5Inv. out 35 2 . 8 5 Inv. ud 3 5 3 . 7 New C BRim 358.4Inv. out 3 5 4 . 4 New C BRim 35 7 . 7Inv. in 35 2 . 9 5Inv. out 3 5 2 . 8 5Inv. ud 353. 7 New C BRim 338.9Inv. in 33 3 . 9Inv. out 33 3 . 8 New C BRim 339.5Inv. in 3 3 4 . 5Inv. out 33 4 . 4 New CBRim 355.2 0 Inv. in 3 5 0 . 4 5 Inv. out 3 5 0 . 3 5 New CBRim 361.25Inv. in 3 5 6 . 5Inv. out 3 5 6 . 4 New CBRim 36 3 . 1Inv. out 3 5 9 . 6 New CBRim 352.1Inv. in 348. 2 5 Inv. out 3 4 8 . 1 5 Inv. out347.0 New CBRim 347.25Inv. in 3 3 7 . 9 6 Inv. out 3 3 7 . 8 6 NewDMhRim 350.0Inv. in 3 4 5 . 7 5Inv. out 3 4 5 . 6 5 New CBRim 344.4Inv. in 3 3 9 . 9Inv. out 3 3 9 . 8 Future G r a v e l Wetlan d New CBRim 35 2 . 0 Inv. ou t 3 4 8 . 0 New 10"PVC Roo f Drain New E n dSection Inv. 332.5 New rip r a pdispersal p a d New 10"PVC Ro o f Drain New En dSectio n Inv. 332.5 New rip r a pdispersal p a d New EndSection Inv. 33 2 . 5 New riprapdispersal pad New D M hRim 343. 2 5Inv. in 33 6 . 4Inv. out 33 6 . 3 New 10"PVC R o o f Drain New 10"PVC Roo fDrain.s=0.01 m i n . New 15"HDPEs=0.061 NewD M hRim 349. 6Inv. in 3 4 3 . 4 5Inv. out 34 3 . 3 5 New 10" P V C R o o f Drain. Co o r d i n a t e with mech a n i c a l p l a n s (typica l a l l r o o f d r a i n s ) New 10"PVC Roo fDrain 2, New 1 0 " P V C Roof Drai n s New 10"PVC RoofDrainNew 15" HDP E s = 0 .082 New CBRim 366. 2 5Inv. in 361. 8 Inv. out 3 6 1 . 7 New CBRim 3 6 6 . 2 5Inv. in 36 2 . 0Inv. out 36 1 . 9 New C BRim 367 . 2Inv. out 3 6 3 . 2 New CBRim 36 8 . 4Inv. in 3 6 2 . 8 2 Inv. out 3 6 2 . 7 2 New CBRim 372. 5Inv. in 367 . 7 5Inv. out 36 7 . 6 5 New C BRim 372. 8Inv. out 3 6 8 . 3 New C BRim 371.0Inv. in 36 6 . 2 5 Inv. out 3 6 6 . 1 5 New C BRim 370 . 0Inv. in 36 5 . 2 5Inv. out 3 6 5 . 1 5 New CBRim 375.2 5 Inv. in 3 7 0 . 5Inv. out 3 7 0 . 4 New C BRim 375.5Inv. out 37 1 . 0 New 10"PVC RoofDrainNew 12" HDPEs=0.019 New 12" HD P E s=0.014 New 1 5 " H D P E s = 0 . 1 1 5 New 12 " HDPEs=0.012 New 15" HDPEs=0.053 New 15 " H DP E s=0.0 2 1 New 15 " H D PE s=0.07 New 15" H D P E s =0 . 0 05 New 15" H D PE s=0.01 New 15" H D P E s=0.01 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 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 . 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. Coor d 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 . Coordina t 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: 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 Soil Stockpile and Fill Area Phase 4 Potash road and Construction Staging Area Phase 1 Old Farm Road Sidewalk to VT 116 Phase 17 Kimball Avenue Recreation Path Phase 18 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 2.48 ac Lot 16 2.81 ac Lot 20 2.13 ac Lot 21 0.50 ac Lot 22 0.35 ac Lot 23 0.12 ac Lot 24 1.25 ac Lot 25 1.27 ac Lot 26 1.32 ac Lot 27 0.74 ac Lot 28 0.46 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 12.61 ac Lot 29 1.70 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 1.15 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 3 2 -1632-1732-1832-1932-2032-2132-2232-2332- 24 31-1 31-5 31 - 7 3 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 31-1131-1220-220-320-420-520-620-720-820-920-1020-1120-1220-1320-1420-1520-1620-1720-1820-1920-2020-2120-2220-2320-2420-2520-26Lot 38 1.56 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 32-25 35-12 35-13 35-14 35-15 35-16 35-17 35-18 36-137-1 35-11 34-10 Lot 30 1.37 ac Lot 36 0.63 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 Airport Appro a c h C o n e Lot 51 0.86 ac Lot 52 0.55 ac Lot 53 0.52 ac Lot 54 0.46 ac Lot 57 0.39 ac Lot 55 1.63 ac Lot 56 0.96 ac Lot 19 Open Space 0.75 ac Lot 58 0.76 ac 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 2.48 ac Lot 16 2.81 ac Lot 20 2.13 ac Lot 21 0.50 ac Lot 22 0.35 ac Lot 23 0.12 ac Lot 24 1.25 ac Lot 25 1.27 ac Lot 26 1.32 ac Lot 27 0.74 ac Lot 28 0.46 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 12.61 ac Lot 29 1.70 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 1.15 ac Lot 19 Open Space 0.75 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 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 31-1131-1220-220-320-420-520-620-720-820-920-1020-1120-1220-1320-1420-1520-1620-1720-1820-1920-2020-2120-2220-2320-2420-2520-26Lot 38 1.56 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 32-25 35-12 35-13 35-14 35-15 35-16 35-17 35-18 36-137-1 35-11 34-10 Lot 30 1.37 ac Lot 36 0.63 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 Lot 51 0.86 ac Lot 52 0.55 ac Lot 53 0.52 ac Lot 54 0.46 ac Lot 57 0.39 ac Lot 55 1.63 ac Lot 56 0.96 ac Lot 58 0.76 ac 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 2.48 ac Lot 16 2.81 ac Lot 20 2.13 ac Lot 21 0.50 ac Lot 22 0.35 ac Lot 23 0.12 ac Lot 24 1.25 ac Lot 25 1.27 ac Lot 26 1.32 ac Lot 27 0.74 ac Lot 28 0.46 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 12.61 ac Lot 29 1.70 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 1.15 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 3 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 - 1 0 31-1131-1220-220-320-420-520-620-720-820-920-1020-1120-1220-1320-1420-1520-1620-1720-1820-1920-2020-2120-2220-2320-2420-2520-26Lot 38 1.56 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 32-25 35-12 35-13 35-14 35-15 35-16 35-17 35-18 36-137-1 35-11 34-10 Lot 30 1.37 ac Lot 36 0.63 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 Airport Appro a c h C o n e Airport Appro a c h C o n e Airpor t A p p r o a c h C o n e Lot 51 0.86 ac Lot 52 0.55 ac Lot 53 0.52 ac Lot 54 0.46 ac Lot 57 0.39 ac Lot 55 1.63 ac Lot 56 0.96 ac Lot 19 Open Space 0.75 ac Lot 58 0.76 ac New SMh Rim 417.53 Inv. in 411.73 Inv. out 411.63 New SMh Rim 419.3 Inv. in 413.58 Inv. out 413.48New 12" D.I. water mainNew CB Rim 417.30 Inv. in 406.45 Inv. out 406.35 Inv. fd 407.7 New CB Rim 417.30 Inv. fd 407.8 Inv. out 406.55 New CB Rim 419.14 Inv. in 408.55 Inv. out 408.45 Inv. fd 409.8 New CB Rim 419.14 Inv. fd 410.3 Inv. out 409.05 Lot 18 Open Space 1.15 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 and/or ACTIVE USE AREA New 8" PVC Sewer s=0.01 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 valves New 45° bends with thrust blocks New 30' access and utility easement New 10' paved pathNew 5' concrete sidewalk New 5' concrete sidewalk New 5' concrete sidewalk PCG 420.1 PCG 419.7 PCG 419.0 PCG 418.5 PCG 419.4PCG 420.0 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 SEE SHEET C-10SEE SHEET C-2.1 SEE SHEET C-9 SEE SHEET C-3 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 Replace existing 5' concrete sidewalk with new 10' wide paved multi-use path Replace existing 5' concrete sidewalk with new 10' wide paved multi-use path New 10' wide paved access ramps Remove existing curb cut and sidewalk ramp SEE SHEET C-2 New SMh Rim 408.95 Inv. in 402.73 Inv. out 402.63 New SMh Rim 414.82 Inv. in 409.02 Inv. out 408.92 New SMh Rim 417.53 Inv. in 411.73 Inv. out 411.63 New SMh Rim 415.9 Inv. in 410.23 Inv. out 410.13 New CB Rim 411.35 Inv. in 397.75 Inv. out 397.65 Inv. fd 399.0 New CB Rim 411.35 Inv. fd. 399.1 Inv. out 397.85 New CB Rim 414.95 Inv. in 402.75 Inv. out 402.65 Inv. fd 403.9 New CB Rim 414.95 Inv. fd 404.1 Inv. out 402.85 New CB Rim 417.30 Inv. in 406.45 Inv. out 406.35 Inv. fd 407.7 New CB Rim 417.30 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 Sew e r s = 0 . 0 1 2 8' paved mul t i - u s e p a t h 11 Parking spaces New 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 New SMh Rim 413.4 Inv. in 407.73 Inv. out 407.63 New 20' access and utility easement New 12" D.I . C L 5 2 w a t e r m a i n New underground power to existing 200 Old Farm Road. New 5' concrete sidewalk New 5' concrete sidewalk New 4' concrete sidewalkPCG 418.5 PCG 418.0 PCG 417.0 PCG 416.0 PCG 414.75 PCG 413.5 PCG 412.25 PCG 410.75 PCG 408.75 PCG 412.2 PCG 414.2 PCG 416.2 PCG 418.4 PCG 417.2 PCG 417.0 PCG 417.5 PCG 417.5 PCG 417.25 PCG 416.2 PCG 415.6 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 SEE SHEET C-9SEE SHEET C-2SEE SHEET C-13 SEE SHEET C-4 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 408.95 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 405.9 Inv. in 400.23 Inv. out 400.13 New SMh Rim 402.5 Inv. in 396.83 Inv. out 396.73 New CB Rim 402.75 Inv. fd 393.42 Inv. out 392.17 New CB Rim 402.75 Inv. in 390.25 Inv. out 390.15 New CB Rim 406.11 Inv. in 393.75 Inv. out 393.65 Inv. fd 395.0 New CB Rim 406.11 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 401.3 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 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 396.58 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" PV C S e w e r s=0.01New 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 1 6 New 8 " P V C S e w e r s=0.0 3 4 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±17 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 2 4 " 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"HDPEs=0.01New 1 5 " HDPE s=0.0 6 5 New 15" H D P E s = 0 . 0 4 3 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 attached to 45° bend. Make conversion to C900 PVC at valve. Raised crosswalk New 12" x 8" reducer at bendNew 15" HDPENew 15" H D P E s=0.083 Ne w 1 5 " H D P E s=0 . 0 1 Ne w 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 In v . o u t 3 6 2 . 7 2 Ne w C B Ri m 3 7 2 . 5 Inv . i n 3 6 7 . 7 5 Inv . o u t 3 6 7 . 6 5 Ne w C B Ri m 3 7 2 . 8 Inv . o u t 3 6 8 . 3 Ri m 3 7 5 . 5 In v . o u t 3 7 1 . 0New 12" HDPEs=0.019New 1 2 " H D P E s=0.0 1 4New 1 5 " HD PE 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 New SMh Rim 413.4 Inv. in 407.73 Inv. out 407.63 New 8" PVC Se w e r s = 0 . 0 2 5 Lot 19 Open Space 0.75 ac New 20' min. access and utility easement New 5' concr e t e s i d e w a l k New 5' concre t e s i d e w a l kNew 5' paved pathNew 6 ' c o n c r e t e s i d e w a l k Ne w 5 ' c o n c r e t e s i d e w a l k New 5' concret e s i d e w a l k PCG 408.75 PCG 406.75 PCG 405.5 PCG 407.0 PCG 409.5 PCG 405.5PCG 397.5 PC G 3 9 7 . 7 PCG 398 .5PCG 400.8PCG 401.5PCG 416.2 PCG 415.6 PCG 414.5 PCG 414.1 PCG 412.7 PCG 411.5 PCG 410.5 PCG 410.5 PCG 410.5 PC G 4 1 0 . 2 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 SEE SHEET C-15SEE SHEET C-5SEE SHEET C-3 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 0.50 ac Lot 24 1.25 ac Lot 19 Open Space 1.51 ac New 12" PVC cross pipe between cells New24" PVC vertical inlet pipe 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 Lot 28 0.46 ac 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 4,170 s.f. Elev. 374.0 Ne w 1 5 " H D P E New 15" HDPENew 1 5 " H D P E New 15" HDP E s = 0 . 0 7 4 New 15" HDPENew 1 5 " H D P ENew 15"HDPENew 15" HDPENew 15"HDPEGravel Wetland #3 Cell#2 3,510 s.f. 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=0.07 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 382.25 Inv. in 377.5 Inv. out 377.4 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 New Outlet Structure 6A. See detail. New berm with stone weir overflow New rip rap dispersal pad Ne w 1 5 " H D P E s = 0 . 0 1 4 New 1 8" HDPE s= 0 .06 2 Lot 22 0.35 ac 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 g a t e val v e , c a p , stu b , t h r u s t blo c k , a n d wit n e s s f o r 8 " wat e r m a i n . Ne w Hy d r a n t ass e m b l y Ne w 8 " w a t e r stu b w i t h c a p , trh u s t b l o c k a n d wit n e s sNew 1 5 " HDPE s= 0 . 0 2 1 New 15" HDP E s=0.01 Ne w C B Ri m 3 7 2 . 8 Inv . i n 3 6 7 . 9 1 Inv . o u t 3 6 7 . 8 1 Inv . u d 3 6 8 . 6 6 Ne w C B Ri m 3 7 2 . 9 Inv . o u t 3 6 8 . 1 5 In v . u d 3 6 8 . 9 Ne w C B Ri m 3 7 0 . 9 Inv . i n 3 6 6 . 1 5 Inv . o u 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 u t 3 6 6 . 1 5 Ne w 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 380.5 Inv. in 374.83 Inv. out 374.73 New 8" PVC Sewer s=0.02G1 G2 G3 G4 New rip rap dispersal pad New 8" gate valve. Convert from D.I. to C900 PVC water main at valve.New 8" C900 PVC water mainNew 24" PVC vertical inlet pipe New 24" PVC vertical inlet pipe New 24" PVC vertical inlet pipe New 12" PVC cross pipe between cells New 24" PVC vertical inlet pipes New 24" PVC vertical inlet pipes Lot 58 0.76 ac New 8 " C L 5 2 D . I . W a t e r m a i n New 8" gate valve. Convert from D.I. to C900 PVC water main at valve. New 30' access and utility easement New 5' concret e s i d e w a l k New 5 ' concrete s idewa lk New 5 ' c o n c r e t e s i d e w a l k PCG 381.5 PCG 381.0 PCG 381.0 PCG 381.0 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 SEE SHEET C5.1 for Pipe Run from Gravel Wetland #3 to Outfall SEE SHEET C-7SEE SHEET C-7.1SEE SHEET C-4SEE SHEET C-6 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 2.48 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 . i n 3 4 7 . 9 Ne w C B Ri m 3 5 3 . 7 Inv . i n 3 4 8 . 2 5 Inv . o u t 3 4 8 . 1 5 Ne w C B Ri m 3 5 3 . 8 In v . i n 3 4 9 . 0 5 Inv . o u t 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 u t 3 5 5 . 5 5 Ne w C B Ri m 3 6 3 . 0 5 Inv . i n 3 5 8 . 3 Inv . o u t 3 5 8 . 2 Ne w C B Ri m 3 6 4 . 5 Inv . o u t 3 6 0 . 0 Ne w C B Ri m 3 6 1 . 2 5 Inv . i n 3 5 6 . 5 Inv . o u t 3 5 6 . 4 Inv . o u t 347 . 0 Fu t u r e G r a v e l We t l a n d Ne w C B Ri m 3 5 2 . 0 Inv . o u t 3 4 8 . 0 Ne w r i p r a p dis p e r s a l p a d Ne w E n d Sec t i o n In v . 3 3 2 . 5 Ne w r i p rap dis p e r s a l pa d Ne w D M h Ri m 3 4 3 . 2 5 Inv . i n 3 3 6 . 4 Inv . o u t 3 3 6 . 3 Ne w 1 0 " PV C R o o f Dr a i n Ne w 1 0 " PV C R o o f Dr a i n . s= 0 . 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 v e l W e t l a n d # 2 C e l l # 2 12 1 ' x 3 2 ' Ele v . 3 3 1 . 0 Gr a v e l W e t l a n d # 2 C e l l # 1 12 1 ' x 3 2 ' Ele v . 3 3 1 . 0 N e w 1 8 " H D P E Ne w em e r g e n c y spi l l w a y Ne w O u t l e t Str u c t u r e C . See d e t a i l . Ne w E n d S e c t i o n In v . 3 2 9 . 5 Ne w C B Ri m 3 5 1 . 2 In v . i n 3 4 5 . 9 2 Inv . o u t 3 4 5 . 8 2 4' d e e p s u m p . Ne w 1 0 " PV C R o o f Dr a i n Ne w E n d Sec t i o n In v . 3 3 2 . 5 Ne w r i p r a p dis p e r s a l p a d Ne w 1 0 " PV C R o o f Dr a i n Ne w E n d Se c t i o n In v . 3 3 2 . 5 Ne w r i p r a p dis p e r s a l p a d Ne w E n d Se c t i o n In v . 3 3 2 . 5 Ne w r i p ra p dis p e r s a l 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 Pipe Run 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 SEE SHEET C5.0 for Gravel Wetland #3SEE RIGHTSEE LEFT 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 31-6 31-8 31-10 31-1131-12 New CB Rim 411.6 Inv. out 407.6 New SMh Rim 376.1 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 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 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 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=0.0075 Access route easement 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 "HDPENew 12" HDPE New 8" C900 PVC water main New Hydrant assembly New Hydrant assembly New 8" C900 PVC water main New 8" x 8" x 8" tee with thrust block 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 377.75 Inv. in 366.77 Inv. out 366.67 New DMh Rim 375.5 Inv. in 370.0 Inv. out 369.9 New DMh Rim 367.6 Inv. in 362.1 Inv. out 362.0New 1 8" HDPE s=0 .062 New 18" H D PE s=0.01 N e w 1 8 " H D P E s = 0 . 0 5 0 New 18" H D P E s=0.01 New 45° bends with thrust blocks New 45° bends with thrust blocks Access route for C1-LR lots 12' wide stabilized grass maintenance drive Lot 52 0.55 ac Lot 53 0.52 ac Lot 54 0.45 ac Lot 55 1.63 acNew concrete walkNew 8" C900 P V C water main NOTE: New 5' concrete side walk New 5' concrete side walk New DMh Rim 372.5 Inv. in 359.75 Inv. out 359.65PCG 412.5PCG 412.5PCG 4 10. 3 PCG 4 0 8 . 2 PCG 412.3 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 SEE SHEET C-6.1 SEE SHEET C-7SEE SHEET C-5 SEE SHEET C-15 New SMh Rim 374.5 Inv. in 365.94 Inv. out 365.84 New Outlet Structure 5. See detail. New SMh Rim 380.20 Inv. in 373.6 Inv. out 373.5 New CB Rim 379.3 Inv. out 375.05 New CB Rim 379.3 Inv. in 374.65 Inv. out 374.55 Inv. fd 375.8 New parking with pervious pavers New 8" PVC Sewer s=0. 0 1 New 8" PVC S ew e r s= 0 .1 1 7 New CB Rim 381.3 Inv. in 377.3 Inv. out 377.2 N e w 1 2 " HD P E New 12" HDPE New Emergency Spillway. See detail 8' MIN 8' M I N New Hydrant assembly New 8" C900 PVC water main New 45° bends with thrust blocks New DMh Rim 359.0 Inv. in 352.5 Inv. out 352.4 12' wide stabilized grass maintenance drive New 45° bends with thrust blocks New 45° bends with thrust blocks Provide addtional stabilized grass between retaining walls 12' wide stabilized grass maintenance drive Lot 54 0.45 ac Lot 57 0.39 ac Lot 55 1.63 ac New concrete curb New p a v e d p at hNew paved pathNew pave d p a t h Ne w c o n c r e t e p a t h New concrete walkNew gravel p a t h Temporary gravel parking for 4 cars NOTE: Temporary parking area to be removed with approved development of Lot 57 Trees above 6" diameter in this area will be retained and limbed up to 8' New DMh Rim 372.5 Inv. in 359.75 Inv. out 359.65 New 18" H DP E s =0.032 HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: C-6.1 SITE PLAN - O'Brien Farm Road East & Park 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 SEE SHEET C-6 SEE SHEET C-14SEE SHEET C-8.1 SEE SHEET C-8 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 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 Lot 27 0.74 ac Lot 28 0.46 ac Lot 29 1.70 ac 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 cut-in 12" x 8" tee with 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 24" PVC vertical inlet pipes 2, New 24" PVC vertical inlet pipes New Outlet Structure 6B. 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 30 1.37 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 New 8" gate valve. Convert from D.I. to C900 PVC water main at valve. New 12" PVC cross pipe between cells Lot 29 1.70 ac New 8 " C L 5 2 D . I . W a t e r m a i n New 12" gate valvesNew 15" HDPENew 15" HDPENew 5 ' c o n c r e t e s i d e w a l k New 1 0 ' p a v e d p a t h 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 SEE SHEET C-7.1 SEE SHEET C-5SEE SHEET C-8 Lot 17 2.48 ac Lot 26 1.32 ac Lot 27 0.74 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 SEE SHEET C-7 New DMh Rim 338.0 Inv. in 330.58 Inv. out 330.48 Business Park North Lot 4 2.4 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 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 337.5 Inv. in 328.93 Inv. out 328.83 New 18" H D P E s=0.01 New 24" H DP E s=0.0055 New 24" H D PE s =0.0055 New 24 " H DP E s =0.0055 New 10' paved multi-use path Access route for C1-LR lots Pedestrian easement Lot 51 0.86 ac Lot 55 1.63 ac Lot 56 0.96 ac Lot 56 0.96 ac New DMh Rim 372.5 Inv. in 359.75 Inv. out 359.65 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 SEE SHEET C-7 SEE SHEET C-6.1SEE SHEET C-8.1 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 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 359.0 Inv. in 352.5 Inv. out 352.4 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 328.83 New 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) Lot 55 1.63 ac Lot 56 0.96 ac Lot 47 Open Space 12.61 ac Ne w c o n c r e t e p a t h Trees above 6" diameter in this area will be retained and limbed up to 8'New 18" HDPE s=0.111HILLSIDE @ 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 SEE SHEET C-16 SEE SHEET C-8SEE SHEET C-6.1 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 acNew concrete curb New concrete curb 5' concrete sidewalk8' paved multi-use pathFlush curb for ADA space New underground power to existing 200 Old Farm Road. New 5' concrete sidewalk PCG 424.0PCG 421.5PCG 418.2HILLSIDE @ 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 EASTVIEWSEE SHEET C-10SEE SHEET C-2 SEE SHEET C-12 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 valves 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 0.63 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=0.024Convert from D.I. to C900 PVC water main at gate valve. Convert from D.I. to C900 PVC water main at new 12" gate valve New 12" PVC C900 Water mainNew 12" PVC C900 Water mainNew 12" gate valve New 5' concrete sidewalk PCG 425.8PCG 424.0PCG 421.5PCG 418.2PCG 414.5PCG 426.2PCG 423.6PCG 420.8PCG 417.8PCG 425.9PCG 425.0PCG 423.1PCG 418.6PCG 414.1PCG 408.5PCG 419.7PCG 415.8PCG 411.8PCG 407.8PCG 424.6PCG 425.5 PCG 426.3 PCG 426.4 PCG 426.4 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 SEE SHEET C-11 SEE SHEET C-9SEE SHEET C-19 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 12" PVC cross pipe between cells New berm with stone weir overflow New End Section Inv. out 376.0 New rip rap dispersal pad New stone berm New CB Rim 394.32 1Inv. in 386.1 Inv. out 386.0 38-1 38-2 38-3 38-4 38-5 34-9 Lot 47 Open Space 12.61 ac Lot 38 1.56 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 403.25 Inv. fd 395.75 Inv. out 398.5 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 34-8 New CB Rim 411.3 Inv. fd 404.1 Inv. in 402.85 Inv. out 402.75 New CB Rim 409.55 Inv. in 401.8 Inv. out 401.7 35-12 35-13 37-3 37-4 37-5 37-6 35-11 New CB Rim 409.62 Inv. out 403.6 New CB Rim 403.0 Inv. in 398.25 Inv. out 398.15 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 396.75 Inv. out 388.75 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 365.91 10' paved multi-use path Gravel Wetland #4 Cell#2 87' x 32' Elev. 378.0 Gravel Wetland #4 Cell#1 87' x 32' Elev. 378.0 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 .42 New 24" H D P E s = 0 . 0 1 New 15" HDPE s=0.068 New 15" HDPE s=0 .025New 15" HDPE s=0.01New 15" HD P E s = 0 . 0 3 5 New 24 " H D P E s = 0 . 0 1 New 15"HDPE s=0.075New 15"HDPENew 15"HDPEs=0.01New 15" HDPE New 15" HDPE New 15" HDPE s=0.053N 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 blowoff assembly New 8" x 8" x 8" tee with thrust block and valve New 8" gate valves New 12" C900 PVC water main New 12" x 8" reducer 12' wide New CB Rim 394.47 Inv. fd 388.3 Inv. out 387.05 New 18" HDPE s=0.059New 15"HDPE s=0.04New 24" PVC vertical inlet pipe New 24" PVC vertical inlet pipe Improve drainage swale to min. 8' wide x 1' deep New Hydrant assembly New 8" C900 PVC water main New 15"HDPEs=0.12New gravel path New 5' concrete sidewalk PCG 398 . 0 PCG 400.0 PCG 403.25 PCG 409.5 PCG 410.0PCG 418.2PCG 414.5PCG 411.5PCG 417.8PCG 415.8PCG 408.5PCG 403.8PCG 401.8PCG 407.8PCG 403.8PCG 401.25 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 SEE SHEET C-18 SEE SHEET C-12SEE SHEET C-10 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 394.0 Inv. in 386.0 Inv. out 385.9 New CB Rim 394.06 Inv. fd 389.6 Inv. in 388.35 Inv. out 388.25 New CB Rim 397.40 Inv. out 392.80 New CB Rim 397.55 Inv. in 392.55 Inv. out 392.45 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 12.61 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 402.15 Inv. fd 397.14 Inv. in 395.9 Inv. out 395.8 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 10' paved multi-use pathNew 18" HDPE s=0.122New 18" HDPE s=0.094New 15" HDPE s=0.018 New 15" HDPE s=0.016 New 15" HDPENew 15" HDPENew 15"HDPENew 15 " H D P E s = 0 . 0 1 New 15 " H D P E s = 0 . 0 1 1 New 15" HDPE s=0.037 New 18" HDPE New End Section 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=0.065New stone level spreader Improve drainage New 5' concrete sidewalk New grav e l p a t h PCG 404.5 PCG 401.5 PCG 400.2 PCG 398.0 PCG 396.7 PCG 395.8 PCG 408.0 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 SEE SHEET C-9 SEE SHEET C-14SEE SHEET C-13SEE SHEET C-11SEE SHEET C-17 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 394.0 Inv. in 386.0 Inv. out 385.9 New CB Rim 394.06 Inv. fd 389.6 Inv. in 388.35 Inv. out 388.25 New CB Rim 398.35 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 405.1 Inv. fd 397.0 Inv. in 395.75 Inv. out 395.65 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 Pervious parking spaces (typ.)New 18" HDPE s=0.122New 18" HDPE s=0.094New 15" HDPE s=0.018 New 15"HDPENew 15"HDPENew 1 5" HDPE s = 0 . 0 7 3 New 15 " H D P E s = 0 . 0 2 7 New 1 5 " H D P E s = 0. 0 1 7 New 15" HDP E s = 0 . 0 1 1 New 15" HDPE s = 0 . 0 0 8 New 15" HD P E s = 0 . 0 3 9 New 1 2 " HDPE s= 0 . 0 4 5 New 12" HDPE New 12" HDP E New 15" HDPENew 15" HDPE s=0 .062 New Hydrant assembly New Hydrant assembly New 8" C900 PVC water main New 8" in-line gate valve Pervious parking spaces (typ.) 12' wide stabilized grass maintenance 12' wide stabilized grass New 15"HDPE s=0.10New CB Rim 405.00 Inv. out 398.15 New 50' access and utility easement New 5' concrete sidewalk New 4' concrete sidewalkNew 5' c o n c r et e si d e w al k New 5' concrete s i d e w a l k PCG 395.8 PCG 39 6 . 0 PCG 3 9 9. 0 PCG 40 3 . 5 PCG 405.0 PCG 406.25 PCG 40 8 . 7 PCG 407.7 PCG 407.4 PCG 406.5 PCG 406.2 PCG 405 . 4 PCG 4 0 4. 7 PCG 4 0 2. 6 PCG 4 0 0. 4 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 SEE SHEET C-14SEE SHEET C-12SEE SHEET C-15 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 New stone berm New 12" PVC cross pipe between cells New berm with stone weir overflow New Outlet Structure 5. See detail. New End Section Inv. out 357.0 New DMh Rim 380.1 Inv. in 369.68 Inv. out 369.58 New CB Rim 398.35 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 Archaeology Zone 32-23 39-1 39-2 39-3 39-4 39-5 31-1131-12 Lot 47 Open Space 12.61 ac Lot 39 3.54 ac 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 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 .122New 18" HDPE s=0.094New 15"HDPENew 15"HDPENew 1 5 " HD PE s= 0 . 0 7 3 New 15 " H D P E s = 0 . 0 2 7 New 1 5 " H D P E s = 0. 0 1 7 New 15" HDP E s = 0 . 0 1 1 New 15" HDPE s = 0 . 0 0 8 New 15" HD P E s = 0 . 0 3 9 New 1 2" HDPE s = 0 . 04 5 N e w 1 2 "HDPENew Emergency Spillway. See detail 8' MIN8' 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 New 45° bends with thrust blocks New 45° bends with thrust blocksNew 15"HDPE s=0.10New CB Rim 405.00 Inv. out 398.15 Provide addtional stabilized grass between retaining walls New 24" PVC vertical inlet pipes New 24" PVC vertical inlet pipes New p a v e d p at hNew paved pathNew paved p a t h New gravel p a t h New 50' access and utility easement Trees above 6" diameter in this area will be retained and limbed up to 8' New 5' c o n c r et e si d e w al k New 5' concrete s i d e w a l k New 5 ' paved path PCG 4 0 8. 2 PCG 3 9 6 . 0 PCG 3 9 9 . 0 PCG 40 3 . 5 PCG 405.0 PCG 406.25 PCG 405 . 4 PCG 4 0 4. 7 PCG 4 0 2. 6 PCG 4 0 0. 4 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 SEE SHEET C-12SEE SHEET C-13 SEE SHEET C-6.1SEE SHEET C-15 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 386.45New SMh Rim 405.9 Inv. in 400.23 Inv. out 400.13 New SMh Rim 402.5 Inv. in 396.83 Inv. out 396.73 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 401.3 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 405.1 Inv. fd 397.0 Inv. in 395.75 Inv. out 395.65 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 1 6 New 8 " P V C S e w e r s=0.03 4 New 8" PVC Sewer s=0.04617 Parking spaces 2 Parking spaces 8' paved multi-u s e p a t h Pervious parking spaces (typ.)New 15"HDPEN e w 1 5 "HD P E New 15"HDPENew 15"HDPEs=0.01New 1 5 " HDPE s=0.0 6 5 New 15" HDPE New 15" H D P E s = 0 . 0 4 3 New 15" HDPENew 15" HDP E s = 0 . 0 1 1 New 15" HDPE s = 0 . 0 0 8 New 15" HD P E s = 0 . 0 3 9 New 1 5 " H D P E New 12" HDP E New 12" HDPENew 15" HDPENew 15" HDPE s=0.062 New 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 attached to 45° bend. Make conversion to C900 PVC at valve. Raised crosswalk New 12" x 8" reducer at bend New 15"HDPE s=0.10New SMh Rim 413.4 Inv. in 407.73 Inv. out 407.63 New 8" PVC S e w e r s = 0 . 0 2 5 New 5' concr e t e s i d e w a l k New 5' concret e s i d e w a l k New 5' concrete s i d e w a l k PCG 405.5PCG 410.1PCG 412.5PCG 412.5 PCG 41 0.3 PCG 4 0 8 . 2 PCG 416.2 PCG 415.6 PCG 414.5 PCG 414.1 PCG 412.7 PCG 411.5 PCG 410.5 PCG 410.5 PCG 410.5 PCG 4 1 0 . 2 PCG 412.3 PCG 4 1 0. 7 PCG 40 8 . 7 PCG 407.7 PCG 407.4 PCG 406.5 PCG 406.2 PCG 405 . 4 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 SEE SHEET C-4 SEE SHEET C-3SEE SHEET C-3SEE SHEET C-5SEE SHEET C-13SEE SHEET C-14 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 24" 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" HDPE s=0.005New 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 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 New cut-in 12" x 8" tee with valve New 12" gate valves Ne w 5 ' c o n c r e t e s i d e w a l k 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 SEE SHEET C-16.1SEE SHEET C-17SEE SHEET C-8.1 New SMh Rim 336.75 Inv. in 331.05 Inv. out 330.95 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 327.3 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" P V C S e w e r s = 0 . 0 0 9 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 3 New Outlet Structure 7. See detail. Forebay New rip rap dispersal pad New 12" PVC cross pipe between cells New berm with stone weir overflow 2, New 24" 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" HDPE s=0.005New 18" HDPE s=0.005New 15" HDPENew Emergency Spillway. See detail New 8" tee with valve and thrust block 12' wide stabilized grass maintenance drive 10' paved multi-use path2, New 24" PVC vertical inlet pipes NOTE: No encroachment shall occur in the intermittent stream channel New g r a v e l p a t h HILLSIDE @ 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 SEE SHEET C-16 SEE SHEET C-18.2 Lot 42 3.14 ac Lot 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 New 8" in-line gate valve 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 EASTVIEWSEE SHEET C-16SEE SHEET C-18SEE SHEET C-12 Forebay New berm with stone weir overflow New End Section Inv. out 376.0 New rip rap dispersal pad New stone berm 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. 378.087' x 32' Elev. 378.0 New 15" HDPENew 15" HDPENew 15" HDPENew 18" HDPE New 15" HDPE New 15" HDPE New 1 5 " H D P E New 15" HDPE 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 inlet pipe inlet pipe wide x 1' deep New 8" in-line gate valve Temporary gravel turnaround for emergency vehicles New gravel path New 5' concrete sidewalk New grave l pa th 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 SEE SHEET C-18.1 SEE SHEET C-17SEE SHEET C-11 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 Lot 43 3.95 ac Lot 44 3.51 acNew grave l pa th New grave l pa th 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 to 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 24" PVC vertical inlet pipes New stone berm New 12" PVC cross pipe between cells New berm with stone weir overflow New rip rap dispersal pad New End Section 330.5 New Outlet Structure 7. See detail. New rip rap dispersal padNew 15" HDPE s=0 .0 11 Gravel Wetland #8 Cell#1 90' x 50' Elev. 331.0 Gravel Wetland #8 Cell#2 90' x 50' Elev. 331.0 New 18" HDPE s=0.005 New Emergency Spillway. See detail New DMh Rim 338.0 Inv. in 333.05 Inv. out 332.95 New 15" HDPE s=0. 0 1 12' wide stabilized grass maintenance drive 2, New 24" PVC vertical inlet pipes Provide footbridge over spillway New gravel path New End Section Inv. out 329.1 New End Section Inv. out 329.7 New 30" HDPE culvert 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 SEE SHEET C-18.1 SEE SHEET C-16.1 Inv. 409.5 Inv. 409.75 Inv. 403.0 New SpeedTableInv. 403.35 Inv. 386.5 Inv. 386.75 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 to avoid 30" oak tree 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.Relocate sign Relocate or replace lilacsMATCH LINE -SEE BELOWMATCH LINE -SEE ABOVEPreserve existing oak Remove existing stump Preserve existing maples Preserve existing trees Remove existing dead elmNew curb and sidewalk. Relocate swale. Maintain 20' travel width on Old Farm Road New curb and sidewalk. Relocate swale. Maintain 20' min. travel width on Old Farm Road C-19 New 15" HDPE culvert with end sections Tip down new curb. Transition to 5' greenbelt and sidewalk New sidewalk cross drain. Inv. curb 379.33 Inv. out 379.23 New sidewalk cross drain. Inv. curb 385.5 Inv. out 385.4 New sidewalk cross drain. Inv. curb 398.1 Inv. out 398.0 New sidewalk cross drain @ speed hump. Inv. curb 392.3 Inv. out 392.2 New sidewalk cross drain @ speed hump. Inv. curb 411.3 Inv. out 411.2 SEE SHEET C-2 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 TP3TR2 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 DISCONNECTION AREA #1. DISCONNECTION IS LOCATED ON SAME LOT AS IMPERVIOUS SURFACE OR ON OPEN SPACE LOT 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 e t l a n d S e tbac k 50' WetlandSetback8' MIN 8' MIN HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: C-20.2 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 · · · · · 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 e t l a n d S e 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 n e s b u r g R o a d Eldredge S t r e e t Hayes AvenueOld Farm RoadKimba l l A venue Wi l l i s t o n R o a d 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 12.61 ac Lot 48 Open Space 4.56 ac Lot 18 1.17 ac Lot 19 0.75 ac Lot 6 3.04 ac Lot 4 1.06 ac Business Park North Lot 4 2.4 ac Lot 33 2.38 ac Lot 58 0.76 ac 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 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 OVERALL SITE PLAN- Rock Extraction & Crushing Area APPROXIMATE LIMIT OF ROCK EXTRACTION AREA APPROXIMATE LIMIT OF ROCK EXTRACTION AREA 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 2.48 ac Lot 16 2.81 ac Lot 20 2.13 ac Lot 21 0.50 ac Lot 22 0.35 ac Lot 23 0.12 ac Lot 24 1.25 ac Lot 25 1.27 ac Lot 26 1.32 ac Lot 27 0.74 ac Lot 28 0.46 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 12.61 ac Lot 29 1.70 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 1.15 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 31-73 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 31-83 1 - 1 0 31-1131-1220-220-320-420-520-620-720-820-920-1020-1120-1220-1320-1420-1520-1620-1720-1820-1920-2020-2120-2220-2320-2420-2520-26Lot 38 1.56 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 32-25 35-12 35-13 35-14 35-15 35-16 35-17 35-18 36-137-1 35-11 34-10 Lot 30 1.37 ac Lot 36 0.63 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 Airport Appro a c h C o n e Airport Appro a c h C o n e Airpor t A p p r o a c h C o n e Lot 51 0.86 ac Lot 52 0.55 ac Lot 53 0.52 ac Lot 54 0.46 ac Lot 57 0.39 ac Lot 55 1.63 ac Lot 56 0.96 ac Lot 19 Open Space 0.75 ac Lot 58 0.76 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 O T A S H R O A D A L I G N M E N T 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 O T A S H R O A D KIMBALL AVENUEEASTVIEW A ABB ARCHAELOGY ZONE · · · · · · · · · · New SMh Rim 417.53 Inv. in 411.73 Inv. out 411.63 New SMh Rim 419.3 Inv. in 413.58 Inv. out 413.48 New CB Rim 417.30 Inv. in 406.45 Inv. out 406.35 Inv. fd 407.7 New CB Rim 419.14 Inv. in 408.55 Inv. out 408.45 Inv. fd 409.8 New 8" P V C S e w e r s = 0 . 0 2 2 New 8" PVC Sewer s = 0 . 0 1 2 New 8" PVC Sewer s = 0 . 0 1 New SMh Rim 414.82 Inv. in 409.02 Inv. out 408.92 New CB Rim 411.35 Inv. in 397.75 Inv. out 397.65 Inv. fd 399.0 New CB Rim 414.95 Inv. in 402.75 Inv. out 402.65 Inv. fd 403.9 New 15 " H D P E s = 0 . 0 2 5 New 15" H D P E s = 0 . 0 1 8 New 15" HDPE s = 0 . 0 1 New Hydrant assembly New Hydrant assembly New 12" Cl 52 D.I. wat e r l i n e New 12" x 12" x 12" tee, thrust block and gate valvle. New 12" gate valves Finish Grade centerline Finish Grade centerline New 12" x 12" x 12" tee, thrust block and gate valvle. New 12" gate valves New SMh Rim 402.8 Inv. in 393.5 Inv. out 393.4 New 8" PVC SDR 35 sanitary New 8 " P V C S e w e r s = 0 . 0 4 5 New SMh Rim 408.95 Inv. in 402.73 Inv. out 402.63 New CB Rim 402.75 Inv. in 390.25 Inv. out 390.15 New CB Rim 406.11 Inv. in 393.75 Inv. out 393.65 Inv. fd 395.0 New 18" H D P E s = 0 . 0 2 2 New 18" H D P E s = 0 . 0 1 9 New Hydrant assembly New Hydrant assembly New 12 " C l 5 2 D . I . w a t e r l i n e New 12" Cl 5 2 D . I . w a t e r l i n e New 12" x 12" x 12" tee, thrust block and gate valvle. New 12" x 12" x 12" tee, thrust block and gate valvle. New 12" gate valves New 12" gate valve Finish Grade centerline Old Farm Road HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: CP-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 ROAD & UTILITY PROFILE LEO LANE EASTVIEW New SMh Rim 376.1 Inv. in 369.75 Inv. out 369.65 New SMh Rim 378.75 Inv. in 371.64 Inv. out 371.54 New SMh Rim 371.33 Inv. in 364.38 Inv. out 364.28 New DMh Rim 370.78 Inv. in 365.75 Inv. out 365.65 New CB Rim 375.2 Inv. in 370.25 Inv. out 370.15 New CB Rim 377.2 Inv. in 372.20 Inv. out 372.10 Inv. fd 373.45 New CB Rim 371.0 Inv. in 366.25 Inv. out 366.15 New CB Rim 370.85 Inv. in 366.1 Inv. out 366.00 Rim 379.66 Inv. in 373.61 Inv. out 373.51 Inv. fd 374.76 New CB Rim 378.45 Inv. in 372.90 Inv. out 372.80 Inv. fd 374.05 New 8" PVC Sewer s=0.0075 New 8" PV C S e w e r s = 0 . 0 2 6 New 15" HDPE New 15" HDPE New 15" HDPE New 15" HD P E New 15" HDPE New 15" HDPE Finish Grade centerline Finish Grade centerline New Hydrant assembly New Hydrant assembly New 8 " C l 5 2 D . I . w a t e r l i n e New 8" x 8" x 8" tee, thrust block and gate valvle. New 8" gate valves Hydrant assembly installed as part of Phase 1 Connect New 8" D.I. water main to existing stub. Provide all necessary fittings. Convert from D.I. to C900 PVC water main. Provide all necessary fittings. INTERSECTION WITH RELOCATED OLD FARM ROAD New SMh Rim 380.20 Inv. in 373.6 Inv. out 373.5New DMh Rim 380.22 Inv. in 374.1 Inv. out 374.0 Inv. fd 375.35 New CB Rim 379.66 Inv. in 373.61 Inv. out 373.51 Inv. fd 374.76 New CB Rim 379.3 Inv. in 374.65 Inv. out 374.55 Inv. fd 375.8 New 8" PVC Sewer s=0.0075 New 15" HDPE New 15" HDPE Finish Grade centerline New Hydrant assembly New 8" C900 PVC Water main New 45° bend with thrust block Water main loops to Mabel Way HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: CP-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 ROAD & UTILITY PROFILE O'BRIEN FARM ROAD EAST EASTVIEW New SMh Rim 392.92 Inv. in 386.55 Inv. out 386.45 New SMh Rim 401.4 Inv. in 395.33 Inv. out 395.23New SMh Rim 402.9 Inv. in 397.23 Inv. out 397.13 New SMh Rim 371.33 Inv. in 364.38 Inv. out 364.28 New CB Rim 400.12 Inv. in 395.17 Inv. out 395.07 New CB Rim 390.5 Inv. in 385.55 Inv. out 385.45 New CB Rim 379.62 Inv. in 374.67 Inv. out 375.57 New CB Rim 372.00 Inv. in 367.05 Inv. out 366.95 New DMh Rim 370.78 Inv. in 365.75 Inv. out 365.65 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 Ne w 8 " P V C S e w e r s = 0 . 0 5 2 Ne w 8 " P V C Se w e r s = 0 . 0 5 6 Ne w 8 " P V C S e w e r s = 0 . 0 5 6 Ne w 8 " P V C S e w e r s = 0 . 0 8 New 1 5 " H D P E Ne w 1 5 " H D P E N e w 1 5 " H D P E Ne w 1 5 " H D P E New 15 " H D P E New 1 5 " H D P E New 8" gate valve Finish Grade centerline New 8" x 8" x 8" tee with thrust block and valve New 8 " C l 5 2 D . I . w a t e r l i n e INTERSECTION WITH O'BRIEN FARM ROAD New 45° bend with thrust block INTERSECTION WITH MABEL WAY HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: CP-3 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 ROAD & UTILITY PROFILE RELOCATED OLD FARM ROAD EASTVIEW New 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 SMh Rim 371.33 Inv. in 364.38 Inv. out 364.28 New CB Rim 372.00 Inv. in 367.05 Inv. out 366.95 New DMh Rim 370.78 Inv. in 365.75 Inv. out 365.65 New CB Rim 365.36 Inv. in 360.41 Inv. out 360.31 New CB Rim 350.9 Inv. in 345.95 Inv. out 345.85 New CB Rim 344.8 Inv. in 340.0 Inv. out 339.9 Ne w 8 " P V C S e w e r s = 0 . 0 6 9 N e w 8 " P V C S e w e r s = 0 . 0 7 3 New CB Rim 334.22 Inv. in 329.22 Inv. out 329.12 New CB Rim 337.71 Inv. in 333.16 Inv. out 333.06 New 15 " H D P E Ne w 1 5 " H D P E N e w 1 5 " H D P E Ne w 1 5 " H D P E Ne w 1 5 " H D P E New 1 5 " H D P E New Hydrant assembly New 8" gate valve Finish Grade centerline New 8" x 8" x 8" tee with thrust block and valve New 12" x 8" tapping sleeve w/ thrust block and valve New 8" tee with valve and thrust block New 8" gate valve New 8 " C l 5 2 D . I . w a t e r l i n e New 8 " C l 5 2 D . I . w a t e r l i n e INTERSECTION WITH O'BRIEN FARM ROAD HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: CP-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 ROAD & UTILITY PROFILE RELOCATED OLD FARM ROAD EASTVIEW New SMh Rim 424.24 Inv. in 418.54 Inv. out 418.44 New SMh Rim 410.45 Inv. in 404.75 Inv. out 404.65 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 SMh Rim 405.81 Inv. in 396.63 Inv. out 396.53 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 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 400.3 Inv. in 395.14 Inv. out 395.04 New CB Rim 407.78 Inv. fd 401.1 Inv. in 399.85 Inv. out 399.75 New CB Rim 398.9 Inv. in 394.15 Inv. out 394.05 New 8 " P V C S e w e r s = 0 . 0 3 4 New 8 " P V C S e w e r s = 0 . 0 3 New 8 " P V C S e w e r s = 0 . 0 3 0 Ne w 8 " P V C S e w e r s = 0 . 0 8 1 New 1 5 " H D P E s = 0 . 0 3 2 New 15 " H D P E s = 0 . 0 2 3 New 15" H D P E s = 0 . 0 2 5 New 15" HDPE New 15" HDPE Ne w 1 5 " H D P E s = 0 . 0 4 7 Finish Grade centerline New Hydrant assembly New Hydrant assembly New Hydrant assembly New 12" x 12" x 8" tee, thrust block and gate valvle. New 12" x 8" reducer New 12" gate valves New 1 2 " C 9 0 0 P V C w a t e r l i n e New 8" C900 P V C w a t e r l i n e New 12" x 12" x 8" tee, thrust block and gate valvle. Convert from D.I. to C900 PVC water main. Provide all necessary fittings. INTERSECTION WITH OLD FARM ROAD INTERSECTION WITH BARN ROAD New CB Rim 402.15 Inv. fd 397.14 Inv. in 395.9 Inv. out 395.8 Ne w 1 5 " H D P E HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: CP-5 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 ROAD & UTILITY PROFILE MABEL WAY EASTVIEW 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 CB Rim 394.06 Inv. fd 389.6 Inv. in 388.35 Inv. out 388.25 New CB Rim 400.3 Inv. in 395.14 Inv. out 395.04 New CB Rim 398.9 Inv. in 394.15 Inv. out 394.05 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 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 Sewer s=0.01 New 15" HD P E New 15" H D P E New 15" H D P E New 15" HDPE New 15" HDPE New 15" HDPE Finish Grade centerline Finish Grade centerline New Hydrant assembly New Hydrant assembly New 8" gate valve New 8" C900 PVC water l i n e New 8" C 9 0 0 P V C w a t e r l i n e New CB Rim 397.55 Inv. in 392.55 Inv. out 392.45 HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: CP-6 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 ROAD & UTILITY PROFILE MABEL WAY EASTVIEW New SMh Rim 401.4 Inv. in 395.33 Inv. out 395.23 New SMh Rim 409.82 Inv. in 404.12 Inv. out 404.02 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 SMh Rim 411.4 Inv. in 405.7 Inv. out 405.6New CB Rim 408.24 Inv. fd 401.3 Inv. in 400.05 Inv. out 399.95 New CB Rim 402.0 Inv. in 397.75 Inv. out 397.65 New CB Rim 408.14 Inv. in 403.74 Inv. out 403.64 New CB Rim 400.12 Inv. in 395.17 Inv. out 395.07 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 Ne w 8 " P V C S e w e r s = 0 . 0 4 6 New 8" PVC Sewer s=0.0 1 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 3 1 New 15" HDPE New 15 " H D P E New 15" HDPE Ne w 1 5 " H D P E New 15" HDPE Finish Grade centerline Finish Grade centerline New Hydrant assembly New Hydrant assembly New 45° bends with thrust blocks New 8" C900 PVC water l i n e New 8" C 9 0 0 P V C w a t e r l i n e Convert from D.I. to C900 PVC water main. Provide all necessary fittings. New 8" gate valve New CB Rim 405.1 Inv. fd 397.0 Inv. in 395.75 Inv. out 395.65 INTERSECTION WITH OLD FARM ROAD INTERSECTION WITH EASTVIEW LANE HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: CP-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 ROAD & UTILITY PROFILE MABEL WAY EASTVIEW New SMh Rim 397.7 Inv. in 392.0 Inv. out 392.9 New CB Rim 397.56 Inv. in 387.24 Inv. out 387.14 New CB Rim 396.85 Inv. in 386.79 Inv. out 386.69 New 24" HDPE s = 0 . 0 1 New 15" HDPE s=0 . 0 1 Ne w 1 5 " H D P E s = 0 . 0 6 8 New 1 5 " H D P E s=0.0 3 5 New 24" HDP E s = 0 . 0 1 New Hydrant assembly Finish Grade centerline New 12" x 12" x 8" tee, thrust block and gate valvle. New 8" gate valve Ne w 8 " C 9 0 0 P V C w a t e r l i n e New 8" gate valve New 8" gate valve New 8" x 8" x 8" tee, thrust block and gate valvle. New end cap and thrust block Proposed centerline of Mabel Way New CB Rim 394.32 Inv. in 386.1 Inv. out 386.0 New CB Rim 409.55 Inv. in 401.8 Inv. out 401.7 New CB Rim 403.0 Inv. in 398.25 Inv. out 398.15 HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: CP-8 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 ROAD & UTILITY PROFILE BARN ROAD EASTVIEW New SMh Rim 397.7 Inv. in 392.0 Inv. out 392.9 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 CB Rim 421.93 Inv. fd 414.3 Inv. in 412.8 Inv. out 412.7 New CB Rim 415.43 Inv. fd 407.9 Inv. in 406.65 Inv. out 406.55 New CB Rim 407.22 Inv. fd 396.95 Inv. in 395.7 Inv. out 395.6 New CB Rim 397.8 Inv. fd 389.06 Inv. in 387.81 Inv. out 387.71 Ne w 8 " P V C S e w e r s = 0 . 0 6 1 New 8 " P V C S e w e r s = 0 . 0 3 1 New SMh Rim 400.75 Inv. in 395.05 Inv. out 394.95 Ne w 8 " P V C S e w e r s = 0 . 0 7 6 New CB Rim 397.56 Inv. in 387.24 Inv. out 387.14 Ne w 1 5 " H D P E s = 0 . 0 4 8 N ew 1 5 " HD PE s = 0 . 1 1 5 Ne w 1 5 " H D P E s = 0 . 0 5 New 15" HDPE s=0.013 New Hydrant assembly New 45° bend with thrust block New 8" gate valve New 12" x 8" reducer New 8" x 8" x 8" tee, thrust block and gate valvle. Finish Grade centerline New 12" C900 PVC w a t e r l i n e N e w 1 2 " C 9 0 0 P V C w a t e r l i n e Finish Grade centerline Finish Grade centerline Existing edge of Old Farm Road Barn Road 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: CP-9 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 ROAD & UTILITY PROFILE DANIEL DRIVE EASTVIEW New CB Rim 414.3 Inv. fd 406.03 Inv. out 405.03 New CB Rim 411.6 Inv. out 407.35 New CB Rim 413.5 Inv. fd 402.9 Inv. out 401.9 New CB Rim 412.9 Inv. fd 405.03 Inv. in 401.5 Inv. out 401.4 New 12" H D P E New 12" HDPE Finish Grade centerline Finish Grade centerline Existing edge of Old Farm Road Proposed edge of Legacy Farm Avenue HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: CP-10 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 ROAD & UTILITY PROFILE EASTVIEW LANE EASTVIEW New 15" H D P E New 1 5 " H D P E New 1 5 " H D P E New 1 5 " H D P E New CB Rim 333.25 Inv. ud 329.5 Inv. in 329.22 Inv. out 329.12 New CB Rim 346.78 Inv. ud 342.78 Inv. in 342.03 Inv. out 341.93 New CB Rim 367.4 Inv. ud 363.4 Inv. in 362.65 Inv. out 362.55 New CB Rim 336.5 Inv. ud 332.5 Inv. in 331.75 Inv. out 331.65 New CB Rim 358.1 Inv. ud 354.1 Inv. in 353.35 Inv. out 353.25 New 8" C9 0 0 P V C w a t e r m a i n New 8" C900 PVC water main New 12" x 8" tapping sleeve w/ thrust block and valve New 8" tee with valve and thrust block New 8" tee with valve and thrust block Finish Grade centerline Finish Grade centerline New Hydrant assembly Hydrant assembly New 8" gate valve HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: CP-11 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 ROAD & UTILITY PROFILE POTASH ROAD EASTVIEW New CB Rim 371.71 Inv. ud 367.71 Inv. in 366.65 Inv. out 366.55 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 361.1 Inv. out 361.0 New CB Rim 369.51 Inv. ud 365.51 Inv. in 364.45 Inv. out 364.35 New 15" HDPE New 15" HDPE New 15" HDPE New 8" C900 PVC w a t e r m a i n New 8" tee with valve and thrust block New 8" tee with valve and thrust block Finish Grade centerline New Hydrant assembly New Hydrant assembly New Hydrant assembly New 8" gate valve New end cap and thrust block HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: CP-12 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 ROAD & UTILITY PROFILE POTASH ROAD EASTVIEW INTERSECTION WITH MABEL WAYINTERSECTION WITH BARN ROAD INTERSECTION WITH LEO LANE New 12" Cl 52 D.I. water line New 12" x 12" x 12" tee, thrust block and gate valve. New 45° bends with thrust blocks New 12" gate valve New 12" x 12" x 4" tee, thrust block and gate valve. New 45° bends with thrust blocks INTERSECTION WITH EASTVIEW LANE INTERSECTION WITH LEO LANE New 12" gate valves New 12" Cl 52 D.I. water line New 45° bends with thrust blocks New Hydrant assembly New SMh Rim 415.9 Inv. in 410.23 Inv. out 410.13 New SMh Rim 402.9 Inv. in 397.23 Inv. out 397.13 New 8" PVC S e w e r s=0.016 New 8" PVC Se w e r s=0.012 New 12" x 12" x 12" tee, thrust block and gate valve. New 12" C l 5 2 D . I . w a t e r l i n e New SMh Rim 405.9 Inv. in 400.23 Inv. out 400.13 New SMh Rim 413.4 Inv. in 407.73 Inv. out 407.63 New 8 " P V C S e w e r s=0.0 2 5 HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: CP-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 ROAD & UTILITY PROFILE EXISTING OLD FARM ROAD EASTVIEW HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: D-1 CIVIL DETAILS & ROAD SECTIONS Old Farm Road and Kennedy Drive, South Burlington, Vermont O'BRIEN BROTHERS 1855 WILLISTON ROAD SOUTH BURLINGTON, VT 05403 EASTVIEW 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 email@krebsandlansing.com HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: D-1.1 ROAD SECTIONS Old Farm Road and Kennedy Drive, South Burlington, Vermont O'BRIEN BROTHERS 1855 WILLISTON ROAD SOUTH BURLINGTON, VT 05403 EASTVIEW 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 email@krebsandlansing.com HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: D-1.2 ROAD SECTIONS Old Farm Road and Kennedy Drive, South Burlington, Vermont O'BRIEN BROTHERS 1855 WILLISTON ROAD SOUTH BURLINGTON, VT 05403 EASTVIEW 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 email@krebsandlansing.com HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: D-1.3 ROAD SECTIONS Old Farm Road and Kennedy Drive, South Burlington, Vermont O'BRIEN BROTHERS 1855 WILLISTON ROAD SOUTH BURLINGTON, VT 05403 EASTVIEW 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 email@krebsandlansing.com SPECIFICATIONS: Plan Section 1" x 45° Chamfer Conduit Anchor Bolts Conduit, typ. Anchor Bolts PVC PVC 24" 5 ft. min. NOTE: See Electrical Plans for electrical, conduit, and grounding design. - Concrete Minimum Strength 5000psi @ 28 days - Reinforcement per Specification. Reinforcing shall be ASTM A615 Grade 60 - PVC Conduit Supplied by Others - Anchor Bolts Supplied by Others - Weights Subject to Variation (4) #4 Vertical rebar #4 rebar @ 12" o.c. horizontal 3" reveal. Verify with SBDPW.Finished grade Coordinate bolt configuration with light pole Maintain 3" clear (min.) for rebar from top, bottom, and sides Maintain 3" clear for rebar Weep hole for grounding conductor. 24" No. 6 soft drawn copper grounding conductor. Connect to grounding lug in pole. Weep hole. Install 1/2" flexible plastic conduit for #6 AWG soft copper grounding conductor. Connect to grounding electrode using an exothermic weld. 3/4" X 10' minimum copper clad grounding electrode Top of grounding electrode 12" minimum below ground level HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: D-2 CIVIL DETAILS 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: D-3 CIVIL & WATER DETAILS 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 CHAMPLAIN WATER DISTRICT SOUTH BURLINGTON, VT 05403403 QUEEN CITY PARK ROAD DRAWING NO.: DATE: TAPPING SLEEVE & VALVE DETAIL Specifications Detail CHAMPLAIN WATER DISTRICT A-5 A-5 Tapping Sleeve and Valve.dwg JUNE 2019 403 QUEEN CITY PARK ROADSOUTH BURLINGTON, VT 05403 CHAMPLAIN WATER DISTRICT Minimum Area In Square Feet, Of Bearing Surface Required For Concrete Thrust Blocks 403 QUEEN CITY PARK ROADSOUTH BURLINGTON, VT 05403 CHAMPLAIN WATER DISTRICT NOT TO SCALE θ NOT TO SCALE CHAMPLAIN WATER DISTRICT SOUTH BURLINGTON, VT 05403403 QUEEN CITY PARK ROAD DRAWING NO.: DATE: BEARING BLOCK Specifications Detail CHAMPLAIN WATER DISTRICT A-27 A-27 Bearing Block.dwg April 2019 EASTVIEW HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: D-4 CIVIL & WATER DETAILS 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 NOT TO SCALE TYPICAL TRENCH DETAIL CHAMPLAIN WATER DISTRICT SOUTH BURLINGTON, VT 05403403 QUEEN CITY PARK ROAD DRAWING NO.: DATE: TYPICAL TRENCH DETAIL Specifications Detail CHAMPLAIN WATER DISTRICT A-1 A-1 Typical Trench.dwg April 2019 HYDRANT ASSEMBLY NOT TO SCALE CHAMPLAIN WATER DISTRICT SOUTH BURLINGTON, VT 05403403 QUEEN CITY PARK ROAD DRAWING NO.: DATE: HYDRANT ASSEMBLY Specifications Detail CHAMPLAIN WATER DISTRICT A-16 A-16 Hydrant Assembly.dwg JUNE 2019 EASTVIEW 11.00 POLYVINYL CHLORIDE (PVC) PIPE 11.1.PVC water pipe shall comply with AWWA C900 with minimum Pressure Class 235, DR18. 11.2.The installation of PVC pipe shall comply with installation procedures in AWWA C605. 11.3.Only tapping saddles manufactured specifically for PVC pipe shall be used. The service saddle shall be designed to provide a drip tight connection. The body shall be teflon or epoxy coated Ductile Iron with double stainless-steel straps, bolts, nuts, and mechanism for attaching to the pipe barrel (see Section 8.10). The maximum outlet size with a service saddle shall be two-inch (2”). Narrow U-bolt-type straps and saddles having lugs that dig into the pipe wall shall be prohibited. 11.4.A tracer wire is required for all PVC pipe installations. Tracer wire shall be 12AWG high strength copper clad steel conductor with blue polyethylene insulation by Copperhead Industries High Strength or approved equal. Tracer wire shall terminate at approved locations in valve boxes and covers designed for wire termination, Copperhead Access Point or equal. Tracer wire shall not be terminated in valve boxes designated for gate valve operation. 11.5.Any ferrous materials incorporated in the installation of PVC pipe shall be polyethylene encased. HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: D-5 CIVIL & WATER DETAILS 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 · · · · · · ·√ · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · ·¾ · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · EASTVIEW HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: D-6 CIVIL & SANITARY DETAILS 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 A A B B HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: D-7 CIVIL & STORM DETAILS 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 REQUIRED SIMPLE DISCONNECTION LENGTHS HSG OF SOIL IN DISCONNECTION AREA DISCONNECTION AREA SLOPE 0% - 8%8% - 15% A/B OR INFILTRATION RATE >= 0.5 IN/HR C/D OR INFILTRATION RATE <= 0.5 IN/HR 35' 65'85' 50'2'-0"1'-0" HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: D-8 CIVIL & STORM DETAILS 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 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 WETLAND MAINTENANCE NOTES: 12" HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: D-9 CIVIL & STORM DETAILS 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: D-10 EROSION PREVENTION & SEDIMENT CONTROL DETAILS 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 3B. 1. 6. 7. 2. 5. 4.8. 3. 1. 3A. EASTVIEW HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: D-11 EROSION PREVENTION & SEDIMENT CONTROL DETAILS 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: D-12 EROSION PREVENTION & SEDIMENT CONTROL, STORMWATER AND TREE PROTECTION DETAILS 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 DEMARCATION TAPE DETAIL FOR PROTECTION OF MASS AREAS OF EXISTING TREES INDIVIDUAL TREE PROTECTION FLAGGING - PROJECT DEMARCATION TREE PROTECTION SPECIFICATIONS: 1. Locate and clearly identify trees to remain. Flag each trunk at 54 inches above the ground. 2. Protect tree root systems from damage caused by runoff or spillage of noxious materials while mixing, placing, or storing construction materials. Protect root systems from ponding, eroding, or excessive wetting caused by dewatering operations. TREE AND PLANT PROTECTION ZONES 1. Protection-Zone Fencing: Install protection-zone fencing at the Critical Root Radius - a distance of 1' per every inch diameter of tree diameter measured at DBH (diameter @ breast height). Install protection-zone fencing along edges of protection zones before materials or equipment are brought on site and construction operations begin in a manner that will prevent people and animals from easily entering protected area except by entrance gates. Construct fencing so as not to obstruct safe passage or visibility at vehicle intersections where fencing is located adjacent to pedestrian walkways or in close proximity to street intersections, drives or other vehicular circulation. a. Plastic Protection-Zone Fencing: Install to comply with manufacturer's written instructions. b. Posts: Set or drive posts into ground one-third the total height of the fence without concrete footings. Where a post is located on existing paving or concrete to remain, provide appropriate means of post support acceptable to Landscape Architect. 2. Maintain protection zones free of weeds and trash. 3. Repair or replace trees to remain or be relocated that are damaged by construction operations, in a manner approved by the Landscape Architect. a. Do not remove protection-zone fencing, even temporarily, to allow deliveries or equipment access through the protection zone. b. Temporary access is permitted subject to pre-approval in writing by arborist if a root buffer effective against soil compaction is constructed as directed by arborist. Maintain root buffer so long as access is permitted. ROOT PRUNING 1. Prune roots that are affected by temporary and permanent construction. Prune roots as follows: a. Cut roots manually by digging a trench and cutting exposed roots with sharp pruning instruments: do not break, tear, chop or slant the cuts. Do not use a backhoe or other equipment that rips, tears or pulls roots. b. Cut Ends: Do not paint cut root ends c. Temporarily support and protect roots from damage until t hey are permanently redirected and covered with soil. d. Cover exposed roots with burlap and water regularly. e. Backfill as soon as possible. 2. Root Pruning at Edge of Protection Zone: Prune roots flush with the edge of the protection zone, b y cleanly cutting all roots to the depth of the required excavation. 3. Root Pruning within Protection Zone: Clear and excavate by hand to the depth of the required excavation to minimize damage to root systems. use narrow-tine spading forks, comb soil to expose roots, and cleanly cut roots as close to excavation as possbile. CROWN PRUNING 1. Prune branches that are affected by temporary and permanent construction. Prune branches as follows: a. Prune trees to remain to compensate for root loss caused by damaging or cutting root system. Provide subsequent maintenance during Contract period as recommended by arborist. b. Pruning Standards: Prune trees according to ANSI A300 (Part1). c. Cut branches with sharp pruning instruments; do not break or chop. d, Do not apply pruning paint to wounds. 2. Chip removed branches and dispose of off-site. REGRADING 1. Lowering Grade: Where new finish grade is indicted below existing grade around trees, slope grade beyond the protection zone. Maintain existing grades within the protection zone. 2. Lowering Grade within Protection Zone: Where new finish grade is indicated below existing grade around trees, slope grade away from trees as recommended by arborist unless otherwise indicated. a. Root Pruning: Prune tree roots exposed by lowering the grade. Do not cut main lateral roots or taproots; cut only smaller roots. Cut roots as required for root pruning. 3. Raising Grade; Where new finish grade is indicated above existing grade around trees, slope grade beyond the protection zone. Maintain existing grades within the protection zone. NOTE: If Contractor fails to enforce tree protection measures, resulting in damage and loss of tree(s), Contractor shall replace tree(s) with a 4" caliper substitute at the Contractors Expense. 6' LONG 1' 4"6' WIDE AT END OF OUTFALLMIRAFI 500X FABRIC UNDER AND TO SIDES OF STONE FLOW FROM FOUNDATION DRAIN PLAN 6" FOOTING OUTFALL FROM FOUNDATION DRAIN 6" MIN. 6" MIN. PROVIDE LIP LEVEL SPREADER AT END OF OUTFALL. CROSS SECTION FOOTING DRAIN OUTFALL DETAIL N.T.S. HAVE PIPE SIT A MINIMUM OF 3" ABOVE STONE OUTFALL TO MINIMIZE CLOGGING OF ORIFICE FROM DEBRIS AND VEGETATION 12" DEPTH OF STONE PER VT. SPEC. 706.01. OR APPROVED EQUAL. STABILIZED MAINTENANCE DRIVE DETAIL N.T.S. Undisturbed earth or approved fill material compacted to 95% standard proctor in 12" lifts. 12' MIN. 12" Crushed grave (704.05, fine) 6" topsoil, refer to site plans for grading NOTE: Details on this sheet provided by Green Mountain Power. Confirm appropriate details with utility provider prior to installation. HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: D-13 SITE ELECTRIC DETAILS 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 EASTVIEW HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: EPSC-1 EPSC PRE-CONSTRUCTION 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 Lot 16 2.81 ac Lot 18 Open Space 1.15 ac Lot 19 Open Space 1.51 ac Lot 5 8.8 ac Lot 10 0.9 ac Lot 11 1.2 ac Lot 32 4.80 ac Lot 31 2.39 ac Lot 6 3.0 ac Lot 20 2.13 ac Lot 33 2.38 ac Lot 49 0.54 ac SEE SHEET EPSC-2SEE SHEET EPSC-4 EASTVIEW HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: EPSC-2 EPSC PRE-CONSTRUCTION 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 Lot 13 2.78 ac Lot 15 2.38 ac Lot 17 3.11 ac Lot 23 0.12 ac Lot 24 1.25 ac Lot 21 2.30 ac Lot 22 1.25 ac Lot 25 2.53 ac Lot 26 1.88 acSEE SHEET EPSC-1SEE SHEET EPSC-5 EASTVIEW HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: EPSC-3 EPSC PRE-CONSTRUCTION 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 Lot 35 2.38 ac Lot 37 1.10 ac Lot 36 0.63 ac Lot 34 1.30 ac Lot 18 Open Space 1.17 ac Lot 47 Open Space 12.64 ac Lot 38 1.56 ac SEE SHEET EPSC-4SEE SHEET EPSC-6 EASTVIEW HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: EPSC-4 EPSC PRE-CONSTRUCTION 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 Lot 47 Open Space 12.64 ac Lot 41 3.91 ac Lot 42 3.42 ac Lot 43 3.95 ac Lot 44 3.51 ac Lot 33 2.92 acLot 35 2.38 ac Lot 34 1.30 ac Lot 39 3.54 ac Lot 38 1.56 ac Lot 32 4.80 ac Lot 37 1.10 ac Lot 47 Open Space 12.64 ac Stabilized pad for crushing operations. Refer to plans Q1-Q4. Lot 40 1.90 ac Lot 50 1.15 ac Stabilized construction haul road from crusher area to residential development Stabilized construction haul road from crusher area to residential development Stabilized construction haul road to fill area SEE SHEET EPSC-6 SEE SHEET EPSC-2 SEE SHEET EPSC-5 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 EASTVIEW HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: EPSC-5 EPSC PRE-CONSTRUCTION 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 Archaeology Zone Archaeology Zone Lot 25 2.53 ac Lot 26 1.88 ac Lot 27 1.00 ac Lot 28 2.11 ac Lot 29 1.04 ac Lot 30 0.30 ac Lot 47 Open Space 12.64 ac Lot 31 2.39 ac Lot 39 3.54 ac Stabilized pad for crushing operations. Refer to plans Q1-Q4. Lot 40 1.90 ac Lot 50 1.15 ac Stabilized construction haul road from crusher area to residential developmentSEE SHEET EPSC-4SEE SHEET EPSC-2 SEE SHEET EPSC-6 EASTVIEW HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: EPSC-6 EPSC PRE-CONSTRUCTION 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 Lot 40 1.90 ac Lot 41 3.91 ac Lot 46 3.96 ac Lot 48 Open Space 4.56 ac Lot 42 3.42 ac Lot 43 3.95 ac Lot 44 3.51 ac Lot 45 2.90 ac Stabilized construction haul road from crusher area to residential development Stabilized pad for crushing operations. Refer to plans Q1-Q4. Lot 50 1.15 ac Stabilized construction haul road to fill area SEE SHEET EPSC-4 Lot 5 8.8 ac Lot 16 2.81 ac Lot 20 2.13 ac Lot 33 2.38 ac 16-1 16-2 16-3 16-4 16-7 16-6 16-5 16-8 16-9 16-10 16-11 16-12 20-1 32-1 32-2 32-3 32-4 32-5 32-6 32-21 32-22 20-2 20-3 20-4 20-5 20-6 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 16 2.81 ac Lot 20 2.13 ac Lot 32 4.80 ac Historic Barn G1 G2 G3 G4 G5 G6 8' paved multi-use path 9 Parking spaces 8' paved mul t i - u s e p a t h 11 Parking spaces 10' paved multi-use pathNew Pavillion New Paver parking Pervious parking spaces (typ.) Lot 49 0.54 acNew concrete curb New concrete curb 5' concrete sidewalkFlush curb for ADA space New 30' access and utility easement New 20' access and utility easement New underground power to existing 200 Old Farm Road.New 10' paved pathNew 5' concrete sidewalk New 5' concrete sidewalk New 5' concrete sidewalk New 4' concrete sidewalkNew 5' concre t e s i d e w a l k New 5' concrete sidewalk New 4' concrete sidewalkPCG 420.1 PCG 419.7 PCG 419.0 PCG 418.5 PCG 418.0 PCG 417.0 PCG 416.0 PCG 414.75 PCG 413.5 PCG 412.25 PCG 410.75 PCG 408.75 PCG 409.5 PCG 412.2 PCG 414.2PCG 416.2 PCG 418.4 PCG 419.4PCG 420.0 PCG 417.2 PCG 417.0 PCG 417.5 PCG 417.5 PCG 417.25 PCG 416.2 PCG 415.6 PCG 406.2 HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: EPSC-7 EPSC CONSTRUCTION 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 CONSTRUCTION NOTES SEE SHEET EPSC-8SEE SHEET EPSC-18 SEE SHEET EPSC-11 Lot 31 2.39 ac Lot 32 4.80 ac 16-13 16-14 32-7 32-13 32-14 32-15 32-16 32-17 32-18 32-19 32-20 31-1 31-5 31-7 31-9 31-2 31-3 31-4 31-6 31-8 20-23 20-24 20-25 20-26 Lot 16 2.81 ac Lot 20 2.13 ac Lot 32 4.80 ac Lot 31 2.38 ac PARK SPACE Lot 11 1.2 ac Lot 24 1.25 ac Lot 19 Open Space 1.51 ac 32-8 32-9 32-10 32-11 32-12 G7 G8 G9 G10 G11 G12 G13 G14 16-15 16-16 16-17 16-18 16-19 17 Parking spaces 2 Parking spaces 8' paved multi-use p a t h 8' paved multi-us e p a t h Pervious parking spaces (typ.) Raised crosswalk 24-1 24-2 24-3 24-4 Lot 23 0.12 ac Ne w 8 " w a t e r stu b w i t h c a p , trh u s t b l o c k a n d wit n e s s N e w 1 5 " HD P E s = 0 . 0 2 1 New 15" HDPE s=0.08 6 New 15" HDPE s = 0.01 New 15" HDP E s =0.01 Ne w C B Ri m 3 6 7 . 3 Inv. i n 3 6 1 . 4 2 Inv . o u t 3 6 1 . 3 3 Inv. u d 3 6 4 . 3 Ne w C B Ri m 3 7 2 . 8 Inv. i n 3 6 7 . 9 1 Inv . o u t 3 6 7 . 8 1 Inv. u d 3 6 8 . 6 6 Ne w C B Ri m 3 7 2 . 9 Inv . o u t 3 6 8 . 1 5 Inv. u d 3 6 8 . 9 Ne w C B Rim 3 7 0 . 9 Inv. i n 3 6 6 . 1 5 Inv. o u t 3 6 6 . 0 5 Inv . u d 3 6 6 . 9 Ne w C B Ri m 3 7 0 . 9 Inv. i n 3 6 5 . 9 Inv. o u t 3 6 5 . 8 Inv. u d 3 6 6 . 6 5 Ri m 3 6 6 . 2 5 Inv . i n 3 6 1 . 8 Inv . o u t 3 6 1 . 7 Ne w C B Ri m 3 6 6 . 2 5 Inv. i n 3 6 2 . 0 Inv. o u t 3 6 1 . 9 Ne w C B Ri m 3 6 8 . 4 Inv. i n 3 6 2 . 8 2 Inv. o u t 3 6 2 . 7 2 Ne w C B Ri m 3 7 2 . 5 Inv . i n 3 6 7 . 7 5 Inv . o u t 3 6 7 . 6 5 Ne w C B Ri m 3 7 1 . 0 Inv . i n 3 6 6 . 2 5 Inv . o u t 3 6 6 . 1 5 Ne w 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 Rim 3 7 5 . 5 Inv. o u t 3 7 1 . 0 New 1 2 " H D P E s=0.01 4New 1 5 " HDP E s = 0 . 1 1 5 New 12" HDPEs=0.012New 15" HDPE s=0.053 New 15" HDPEs=0.021Ne w 1 5 " H D P E s= 0 . 0 7New 15" HDPE s=0.005New 15" HDPEs=0.01G15 G16 G17 G18 G19 G1 G2 G3 G4 Lot 52 0.55 ac Lot 19 Open Space 0.75 ac Lot 58 0.76 ac New 20' min. access and utility easement New 30' access and utility easement New 5' concret e s i d e w a l k New 5' concret e s i d e w a l kNew 5' paved pathNew 6 ' c o n c r e t e s i d e w a l k Ne w 5 ' c o n c r e t e s i d e w a l k New 5' concret e s i d e w a l k New 5 ' concr et e s id ewa lk New 5' concrete side walk PCG 406.75 PCG 405.5 PCG 407.0 PCG 405.5PCG 410.1PCG 412.5PCG 41 2. 5 PCG 4 10. 3 PCG 397.5 PC G 3 9 7 . 7 PCG 398 .5PCG 400.8PCG 401.5PCG 414.5 PCG 414.1 PCG 412.7 PCG 411.5 PCG 410.5 PCG 410.5 PCG 410.5 PCG 4 1 0 . 2 PCG 41 2. 3 PCG 4 1 0. 7 PCG 408 . 7 PCG 407.7 PCG 407.4 PCG 406.5 PCG 381.5 PCG 381.0 PCG 381.0 PCG 381.0 HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: EPSC-8 EPSC CONSTRUCTION PLAN LEO LANE & 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 CONSTRUCTION NOTES SEE SHEET EPSC-12SEE SHEET EPSC-7SEE SHEET EPSC-9 Tra s h / R e c y l c i n g Lot 17 2.48 ac Lot 21 0.50 ac Lot 26 1.32 ac Lot 25 1.27 ac Lot 19 Open Space 1.51 ac Lot 27 0.74 ac Lot 28 0.46 ac Lot 29 1.70 ac 10' p a v e d m u l t i - u s e p a t h10' concrete multi-use path Raised crosswalk Lot 22 0.35 ac Lot 30 Ne w g a t e val v e , c a p , stub , t h r u s t blo c k , a n d wit n e s s f o r 8 " wat e r m a i n . Ne w Hy d r a n t ass e m b l y Ne w 8 " w a t e r stu b w i t h c a p , trh u s t b l o c k a n d wit n e s s New 15" HDPE s=0.086 New 15" HDPE s=0.039New 12" HDPE s=0.06New 1 5 " H D P E s = 0 . 0 2 New 15" HDPE s = 0 . 0 4 3 New 12" HDPE s=0 .03 Ne w C B Ri m 3 6 0 . 4 Inv. i n 3 5 5 . 6 5 Inv . o u t 3 5 5 . 5 5 Ne w C B Ri m 3 6 3 . 0 5 Inv. i n 3 5 8 . 3 Inv. o u t 3 5 8 . 2 Ne w C B Ri m 3 6 4 . 5 Inv. o u t 3 6 0 . 0 Ne w C B Ri m 3 6 4 . 6 Inv . i n 3 5 8 . 8 4 Inv . o u t 3 5 8 . 7 4 Ne w C B Ri m 3 5 9 . 5 5 Inv. o u t 3 5 5 . 0 5 Ne w C B Ri m 3 6 5 . 7 5 Inv. o u t 3 6 1 . 2 5 Ne w C B Ri m 3 7 2 . 8 Inv. i n 3 6 7 . 9 1 Inv . o u t 3 6 7 . 8 1 Inv. u d 3 6 8 . 6 6 Ne w C B Ri m 3 7 2 . 9 Inv . o u t 3 6 8 . 1 5 Inv . u d 3 6 8 . 9 Ne w C B Ri m 3 6 1 . 2 5 Inv . i n 3 5 6 . 5 Inv. o u t 3 5 6 . 4 New curb at existing Old Farm Road intersection Access route for C1-LR lots New 10' paved multi-use pathAccess route for C1-LR lots KIMBALL AVENUEKEN N E D Y D R I V E Existing Old Farm Road to be restored Lot 52 0.55 ac New 5 ' c o n c r e t e s i d e w a l k New 1 0 ' p a v e d p a t h HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: EPSC-9 EPSC CONSTRUCTION PLAN OLD FARM ROAD & 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 CONSTRUCTION NOTES SEE SHEET EPSC-10SEE SHEET EPSC-8 Business Park North Lot 4 2.4 ac Lot 29 1.70 ac TR1 TP5 TR1 TP4 TR1 TP3 TR1 TP2 TR1 TP1 TR7 TP2 TR7 TP1 TR5 TP2 TR5 TP1 TR3 TP2 TR3 TP1 TR6 TP3 TR6 TP2 TR6 TP1 TR2 TP1 TR2 TP2 TR2 TP3 TR2 TP4 Lot 30 1.37 ac New 10' pave d multi-use pathNew 10' paved multi-use pathAccess route for C1-LR lots Access route for C1-LR lots Pedestrian easement Lot 52 0.55 ac Lot 51 0.86 ac Lot 56 0.96 ac Lot 29 1.70 ac HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: EPSC-10 EPSC CONSTRUCTION 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 CONSTRUCTION NOTES SEE SHEET EPSC-9 SEE SHEET EPSC-13SEE SHEET EPSC-14 Lot 33 2.38 ac Lot 34 1.30 ac 34-1 34-3 39-11 38-138-2 38-3 38-4 38-5 34-2 34-4 34-5 34-9 Lot 33 2.38 ac Lot 37 1.10 ac Lot 38 1.56 ac Lot 35 2.38 ac 35-1 35-2 35-3 35-4 35-5 35-6 35-7 35-8 35-9 35-10 34-6 34-7 34-8 Lot 35 2.38 ac 35-12 35-13 35-14 35-15 37-2 37-3 37-4 37-5 37-6 35-16 35-17 35-18 37-1 35-11 10' paved multi-use path10' paved multi-use pathNew Pavillion New Paver parking 34-10 36-136-236-3 36-4 36-5 G5 G4 G3 G2 G1 Lot 36 0.63 ac New concrete curb New concrete curb 5' concrete sidewalk8' paved multi-use pathFlush curb for ADA space New 5' concrete sidewalk New 5' concrete sidewalk New 5' concrete sidewalk PCG 398. 0 PCG 400.0 PCG 403.25 PCG 409.5 PCG 410.0 PCG 404.5 PCG 401.5PCG 425.8PCG 424.0PCG 421.5PCG 418.2PCG 414.5PCG 411.5PCG 408.0PCG 426.2PCG 423.6PCG 420.8PCG 417.8PCG 415.8PCG 425.9PCG 425.0PCG 423.1PCG 418.6PCG 414.1PCG 408.5PCG 403 .8PCG 401.8PCG 419.7PCG 415.8PCG 411.8PCG 407.8PCG 403.8PCG 401.25 PCG 424.6PCG 425.5 PCG 426.3 PCG 426.4 PCG 426.4 HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: EPSC-11 EPSC CONSTRUCTION PLAN DANIEL DRIVE, BARN 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 CONSTRUCTION NOTES SEE SHEET EPSC-12SEE SHEET EPSC-7 SEE SHEET EPSC-18.1SEE SHEET EPSC-16 Lot 33 2.38 ac Lot 32 4.80 ac Lot 47 Open Space 12.61 ac Lot 39 3.54 ac 32-21 32-22 32-23 39-3 39-4 39-5 39-639-739-8 39-9 39-10 39-11 34-9 Lot 33 2.38 ac Lot 47 Open Space 12.61 ac Historic Barn 32-24 32-25 G1 10' paved multi-use path10' paved multi-use pathNew Pavillion New Paver parking 34-10 Pervious parking spaces (typ.) Lot 49 0.54 acNew concrete curb New concrete curb 5' concrete sidewalk8' paved multi-use pathFlush curb for ADA space New 5' concrete sidewalk New grav e l p a t h New 4' concrete sidewalkNew 5' c o n c r e t e s i d e w al k PCG 404.5 PCG 401.5 PCG 400.2 PCG 398.0 PCG 396.7 PCG 395.8 PCG 39 6 . 0 PCG 3 9 9. 0 PCG 403 . 5 PCG 406.2 PCG 405.4 PCG 4 0 4. 7 PCG 4 0 2. 6 PCG 4 0 0 . 4 PCG 411.5PCG 408.0 HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: EPSC-12 EPSC CONSTRUCTION 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 CONSTRUCTION NOTES SEE SHEET EPSC-13SEE SHEET EPSC-7 SEE SHEET EPSC-11SEE SHEET EPSC-15 2.39 ac Archaeology Zone Archaeology Zone 31-9 39-1 39-2 31-10 31-1131-12 Lot 39 3.54 ac New parking with pervious pavers Access route easement for C1-LR lots 8' MI N 8' MI N New 10' paved multi-use path DOG PARK (refer to Landscape Plans) Access route for C1-LR lots Lot 53 0.52 ac Lot 54 0.45 ac Lot 57 0.39 ac Lot 55 1.63 ac Lot 56 0.96 ac Lot 29 1.70 ac Lot 55 1.63 ac Lot 56 0.96 ac Lot 47 Open Space 12.61 ac New concrete curb New p a v e d p at hNew paved path New paved p a t h Ne w c o n c r e t e p a t h New concrete walkNew gravel p a t h New 50' access and utility easement Temporary gravel parking for 4 cars NOTE: Temporary parking area to be removed with approved development of Lot 57 Trees above 6" diameter in this area will be retained and limbed up to 8' New 5' concrete side walk New 5' concrete side walk New 5' concrete sid e w a l k New 5 ' paved path PCG 40 8. 2 PCG 405.0 PCG 406.25 PCG 406.5 HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: EPSC-13 EPSC CONSTRUCTION PLAN MABEL WAY, O'BRIEN FARM ROAD, & 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 CONSTRUCTION NOTES SEE SHEET EPSC-8 SEE SHEET EPSC-12SEE SHEET EPSC-14 Lot 40 1.90 ac Lot 41 3.65 ac 10' p a v e d m u l t i - u s e p a t h New 10' paved multi-use path10' paved multi-use path10' paved multi-use pathLot 50 1.15 ac Ne w 5 ' c o n c r e t e s i d e w a l k New g r a v e l p a t h HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: EPSC-14 EPSC CONSTRUCTION PLAN KIMBALL AVENUE & 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 CONSTRUCTION NOTES Stabilized pad for crushing operations. Refer to plans Q1-Q4. SEE SHEET EPSC-13 SEE SHEET EPSC-15 Lot 47 Open Space 12.61 ac Lot 42 3.14 acLot 43 3.95 ac Lot 44 3.51 ac 10' p a v e d m u l t i - u s e p a t h 10' pav e d m u l t i - u s e p a t h 60' R i g h t o f w a y 5' co n c r e t e s i d e w a l k Lot 43 3.95 ac Lot 44 3.51 ac New gravel path New 5' concrete sidewalk HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: EPSC-15 EPSC CONSTRUCTION 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 CONSTRUCTION NOTES SEE SHEET EPSC-12 SEE SHEET EPSC-14SEE SHEET EPSC-17SEE SHEET EPSC-16 Lot 46 3.96 ac Lot 43 3.95 ac Lot 44 3.51 ac New grave l path New gravel path 38-5 Open Space Lot 44 3.51 ac 10' paved multi-use path Temporary gravel turnaround for emergency vehicles New grave l pa th HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: EPSC-16 EPSC CONSTRUCTION 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 CONSTRUCTION NOTES SEE SHEET EPSC-11 SEE RIGHTSEE LEFTSEE SHEET EPSC-15 SEE SHEET EPSC-17 Lot 48 Open Space 4.56 ac Lot 46 3.96 ac Lot 45 2.90 ac 10' paved multi-use pathNew g r a v e l p a t h HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: EPSC-17 EPSC CONSTRUCTION PLAN I/C LOTS AND FILL 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 CONSTRUCTION NOTES SEE SHEET EPSC-14 SEE SHEET EPSC-16 HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: EPSC-18 EPSC CONSTRUCTION PLAN PATH CONNECTION TO HILLSIDE 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 CONSTRUCTION NOTES SEE SHEET EPSC-7 New SpeedTableHILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: EPSC-18.1 EPSC CONSTRUCTION & STABILIZATION PLAN SIDEWALK CONNECTION TO VT 116 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 CONSTRUCTION NOTES SEE SHEET EPSC-11STABILIZATION NOTES: Old Farm Road Hines b ur g R o a d 16-2 16-3 Lot 16 2.81 ac PCG 419.7 New SMh Rim 399.9 Inv. in 394.2 Inv. out 394.1 16-17 16-18 16-19 New 8" PV C S e w e r s=0.01 G17 G18 G19PCG 398 .5PCG 400.8PCG 401.520-1 20-2 20-3 20-4 Lot 20 2.13 ac New 8" PVC Sewer s=0.01 8' paved multi-use path PCG 420.0 Inv. out 396.73 32-13 32-14 32-12 G12 G13 G14 New 8" PVC Sew e r s = 0 . 0 1 6 New 12" CL 52 D . I . w a t e r m a i n New Hydrant assembly New 5' concre t e s i d e w a l k PCG 410.5 PCG 410.5 PC G 4 1 0 . 2 31-1 31-2 Lot 31 2.38 acPCG 405.524-1 24-2 New Hydrant assembly G1 G2 PCG 381.5 PCG 381.0 HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: EPSC-19 EPSC CONSTRUCTION PLAN INDIVIDUAL UNITS 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 CONSTRUCTION NOTES LOT 16 SINGLE FAMILY LOT 16 Cottages LOT 20 Tri-Plex LOT 24 SINGLE FAMILY LOT 31 Duplexes (Mabel Way) LOT 32 SINGLE FAMILY (Old Farm Road) 35-1 35-2 New 5' concrete sidewalk PCG 426.236-3 36-4 36-5 G5 G4 G3 Lot 36 0.63 ac PCG 426.3 PCG 426.4 PCG 426.4 Lot 32 4.80 ac 32-20 32-21 32-22 PCG 406.5 PCG 406.2 PCG 405 . 4 38-3 Lot 38 1.56 ac 10' paved multi-use path PCG 403.25 35-17 35-18PCG 425.9PCG 425.034-1 34-3 34-2 concretePCG 425.8PCG 424.0LOT 32 SINGLE FAMILY (Mabel Way LOT 35 Duplexes LOT 36 Cottages HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: EPSC-20 EPSC CONSTRUCTION PLAN INDIVIDUAL UNITS 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 34 Duplexes LOTS 34, 35, & 37 SINGLE FAMILY LOTS 38 & 39 SINGLE FAMILY CONSTRUCTION NOTES EASTVIEW HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: EPSC-21 EPSC STABILIZATION 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 Lot 35 2.38 ac Lot 34 1.30 ac STABILIZATION NOTES: Lot 37 1.10 ac Lot 36 0.63 ac Lot 33 2.38 ac Lot 49 0.54 ac Lot 5 8.8 ac Lot 18 Open Space 1.15 ac Lot 7 2.4 ac Lot 16 2.81 ac Lot 20 2.13 ac Lot 32 4.80 ac Lot 39 3.54 ac Lot 6 3.0 ac SEE SHEET EPSC-22SEE SHEET EPSC-23 TR1 TP5 TR1 TP4 TR1 TP3 HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: EPSC-22 EPSC STABILIZATION 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 Lot 13 2.78 ac Lot 15 2.38 ac Lot 17 3.11 ac STABILIZATION NOTES: GRAVEL WETLAND #3 GRAVEL WETLAND #6A GRAVELWETLAND #6BLot 32 4.80 ac Lot 16 2.81 ac Lot 19 Open Space 1.51 ac Lot 23 0.12 ac Lot 24 1.25 ac Lot 31 2.39 ac Lot 10 0.9 ac Lot 11 1.2 ac Lot 21 2.30 ac Lot 22 1.25 ac Lot 25 2.53 ac Lot 26 1.88 ac Lot 27 1.00 ac Lot 28 2.11 ac Lot 30 0.30 ac Lot 47 Open Space 12.64 acSEE SHEET EPSC-21SEE SHEET EPSC-24 8' MIN 8' MIN HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: EPSC-23 EPSC STABILIZATION 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 STABILIZATION NOTES: GRAVEL WETLAND #5 GRAVEL WETLAND #4 GRAVEL WETLAND #8 Lot 39 3.54 acLot 38 1.56 ac Lot 47 Open Space 12.64 ac Lot 40 1.90 ac Lot 41 3.65 ac Lot 46 3.96 ac Lot 48 Open Space 4.56 ac Lot 42 3.14 ac Lot 43 3.95 ac Lot 44 3.51 ac Lot 45 2.90 ac Lot 50 1.15 ac GRAVEL WETLAND #7 SEE SHEET EPSC-24SEE SHEET EPSC-21 8' MIN 8' MIN EASTVIEW HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: EPSC-24 EPSC STABILIZATION 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 Lot 47 Open Space 12.64 ac Lot 40 1.90 ac Lot 41 3.65 ac Business Park North Lot 4 2.4 ac STABILIZATION NOTES: Archaeology Zone Archaeology Zone DOG PARK Lot 27 1.00 ac Lot 28 2.11 ac Lot 29 1.04 ac Lot 30 0.30 ac SEE SHEET EPSC-23SEE SHEET EPSC-22 DANIEL DRIVEOLD FARM ROAD MABEL WAYMABEL WAYMABEL WAY LEO LANE OL D F A R M R O A DO'BR I EN FARM ROAD O'BRIEN FARM RD EASTBARN ROAD POTASH ROAD 8' MIN 8' MIN 8' MIN 8' MIN XX X X X XXX X XXX X XXXX X XXXX X X X X X XXXXXXXX XXLANDSCAPE ARCHITECTURE WAGNER HODGSON © WHLA ALL RIGHTS RESERVED 2020 VT 802.864.0010 JOB NO. SCALE: DRAWN BY: DATE: wagnerhodgson.comNY518.567.1791 NO.DESCRIPTION DATE HILLSIDE @ O'BRIEN FARM EASTVIEW PHASE OLD FARM ROAD & KENNEDY DRIVE SOUTH BURLINGTON, VT 039 430 Warren Street Hudson, NY 12534 PLOT DATE: 2/2/2023 9:32 AM1 ACT 250 SUBMISSION 09.21.2022 2 CITY RE-SUBMITTAL 10.21.2022 3 01.20.2023CITY RE-SUBMITTAL 04.01.2022 CO / EB OVERALL SITE PLAN 1"=100' 10.31.2022 L100 SCALE OF FEET 1000100 200 SCALE OF FEET MATCHLINE - SEE INSET BELOWFOR SHEET L106LEGEND BITUMINOUS CONCRETE GRAVEL/STONEDUST STONEDUST SCORED CONCRETE 10.31.2022 U:\039 Obrien Hillside Phase II\WHLA\CAD\sheets\PLANTING PLANS L100-L114.dwg, 2/2/2023 9:32:22 AM, DWG To PDF.pc3 DANIEL DRIVEOLD FARM ROAD MABEL WAYMABEL WAYMABEL WAY LEO LANE OL D F A R M R O A DO'BR I EN FARM ROAD O'BRIEN FARM RD EASTBARN ROAD POTASH ROAD 8' MIN 8' MIN 8' MIN 8' MIN XX X X X XXX X XXX X XXXX X XXXX X X X X X XXXXXXXX XXL101 L104A L105 L104B L102 L106 L107 L108A L108B L115 L116 L117 L118 L119 L120 L114L113L112L111 L109 L110 L103A L103B LANDSCAPE ARCHITECTURE WAGNER HODGSON © WHLA ALL RIGHTS RESERVED 2020 VT 802.864.0010 JOB NO. SCALE: DRAWN BY: DATE: wagnerhodgson.comNY518.567.1791 NO.DESCRIPTION DATE HILLSIDE @ O'BRIEN FARM EASTVIEW PHASE OLD FARM ROAD & KENNEDY DRIVE SOUTH BURLINGTON, VT 039 430 Warren Street Hudson, NY 12534 PLOT DATE: 2/1/2023 2:43 PM1 ACT 250 SUBMISSION 09.21.2022 2 CITY RE-SUBMITTAL 10.21.2022 3 01.20.2023CITY RE-SUBMITTAL 04.01.2022 CO / EB OVERALL SITE PLAN 1"=100' L100 SCALE OF FEET 1000100 200 SCALE OF FEET MATCHLINE - SEE INSET BELOWFOR SHEET L1064 ACT 250 RESUBMITTAL 01.20.23 U:\039 Obrien Hillside Phase II\WHLA\CAD\sheets\PLANTING PLANS L100-L114.dwg, 2/1/2023 2:43:45 PM, DWG To PDF.pc3 O L D F A R M R O A D DANIEL DRIVEMABEL WAYL302 1 PCG 424.5PCG 423.5PCG 425.0PCG 423.0PCG 426.0PCG 425.0PCG 423.0PCG 424.5 PCG 425.5PCG 426.0 PCG 426.0 PCG 426.0 C O N S E R V A T I O N M I X CONSERVATION MIX L A W N L A W N L A W N L A W N L A W N P L A Y F I E L D L A W N O P E N S P A C E P O T E N T I A L C I T Y O W N E D O P E N S P A CE 2-AR 1-QR 2-UA 1-AR 1-AR 3-QR 1-UA 2-NS 1-AR 1-GT 2-CO 2-QR 1-GT 2UA 1-GT 1-AF 1-AF 1-UA 1-NS 1-CO 37-TO 3-IVJ 9-IV 7-SP 5-IV 9-SP 5-IV 1-IVJ 1-MSC 1-MSC 3-MSC 2-AC 1-AC 3-IVJ 1-MSC 1-PM 1-PG 1-PG 1-NS 12-TO 4-RZZ 4-SX 1-AG 1-VD 6-DC 3-PA 5-SO 1-AG 15-DF 3-PA 11-HHS 4-RZZ 3-VJ 1-SNB1-VD 3-HA 4-EP 8-NP 8-NP 15-LM 1-SNB 1-CV 5-SAF 5-AW 6-DC 3-HA 1-CV 3-PA 5-SO 15-DF 4-RZZ 1-SNB 3-AT 10-SN 2-QP 2-AF 1-MSC TYPICAL UTILITY SCREENING 1-PG 7-SX 1-AG 3-DC 4-AT LIMIT OF PHASE I CONSTRUCTION BOULDER RETAINING WALL 1-AF 1-NS 1-AR 10' CLEAR ZONE KEEP FREE OF VERTICAL OBSTRUCTIONS 10' CLEAR ZONE KEEP FREE OF VERTICAL OBSTRUCTIONS CONCRETE SIDEWALK PER CIVIL PLANTING NOTES 1.All plant material in the plant schedule shall be nursery grown in accordance with ANSI in accordance with Z.60.1 Standards for measurement of nursery stock. 2.All plants shall be guaranteed by the Contractor for a period of one year from date of receipt of Provisional Acceptance of the completed installation by the Owner. 3.Replacement plantings will be required prior to Final Acceptance for any plants which are missing, not true to specifications, have died or are unhealthy or uncharacteristic of the species (due to excessive pruning, dieback or other reasons). 4.All plant materials shall be selected and tagged at the nursery by Landscape Architect. 5.The Landscape Architect's approval is required for any plant material substitutions. 6.The Contractor is responsible for immediately notifying the Landscape Architect if any plant quantity discrepancies exist between the planting plan and the plant list. 7.All shrubs and trees will be sprayed with the anti-desiccant "Wilt-Pruf" ( or approved equal) prior to the first Winter (no later that November 30). 8.The Landscape Contractor shall have the General Contractor locate all underground utilities in areas to be landscaped prior to commencing any excavation. Adjustments to tree locations will be allowed where utility conflicts are clearly a problem and with prior site approval by Landscape Architect. 9.All plant bed, shrub and tree location shall be staked in the field by Contractor for Landscape Architects approval prior to installation. 10.Adjustments to plant beds shall be approved by Landscape Architect. 11.General Contractor is responsible for all erosion control measures during construction. 12.All disturbed areas are to be topsoiled and seeded or sodded, as indicated in the planting plan. 13.Mulch shall consist of double-shredded hardwood mulch or approved equal and Contractor is responsible for providing samples of mulch to Landscape Architect. Mulch plant materials as shown on plan and details. 14.It is the intent of this contract to avoid any disturbance to existing trees or shrubs on site other than those specifically designated for transplant or removal. 15.Liquidated damages for trees damaged by construction operation shall be $500 per caliper inch. Shrubs shall be $100 each. 16.During construction, and until the end of warranty period, existing trees that are showing signs of stress as determined by the Landscape Architect are to be deep root fertilized, two injections per caliper inch per tree at 18" - 24" depth with Peter's 20/20/20 fertilizer or Landscape Architect approved equal. 17.Contractor is responsible for verifying and confirming all plant counts as supplied by the Landscape Architect with field conditions as constructed. Any discrepancies shall be reported to Landscape Architect for approval and direction. 18.Tree transplanting shall be performed by a suitable hydraulic tree spade, sized as necessary to perform the work. 19.Prior to commencement of any construction, all existing trees to remain shall receive tree protection fence at outer edge of dripline whenever possible. LANDSCAPE ARCHITECTURE WAGNER HODGSON © WHLA ALL RIGHTS RESERVED 2020 VT 802.864.0010 JOB NO. SCALE: DRAWN BY: DATE: wagnerhodgson.comNY518.567.1791 NO.DESCRIPTION DATE HILLSIDE @ O'BRIEN FARM EASTVIEW PHASE OLD FARM ROAD & KENNEDY DRIVE SOUTH BURLINGTON, VT 039 430 Warren Street Hudson, NY 12534 PLOT DATE: 1/19/2023 2:51 PM1 ACT 250 SUBMISSION 09.21.2022 2 CITY RE-SUBMITTAL 10.21.2022 3 01.20.2023CITY RE-SUBMITTAL 04.01.2022 CO / EB PLANTING PLAN 1"=20' L101 SCALE OF FEET 20020 40 MATCHLINE - SEE SHEET L106 MATCHLINE - SEE SHEET L102MATCHLINE - SEE SHEET L107 MATCHLINE - SEE SHEET L102FOR SEED MIXES REFER TO SHEET L300 PLANTING DETAILS 4 ACT 250 RESUBMITTAL 01.20.23 O L D F A R M R O A D LEO LANE L302 1 PCG 419.0 PCG 419.0 PCG 418.5 PCG 418.0 PCG 417.5 PCG 416.5 PCG 418.0 PCG 419.0 PCG 420.0 PCG 417.0 S N O W L A W N P L A Y F I E L D L A W N L A W N L A W N FOR SEED MIXES SEE SHEET L300 PLANTING DETAILS L A W N C O N S E R V A T I O N M I X L A W N SEE SHEET ENLARGEMENT PLAN L200 FOR MORE DETAIL O P E N S P A C E P O T E N T I A L C I T Y O W N E D O P E N S P A CE 3-PG 1-PA 2-PA2-QR 3-CAS 6-PF 5-CAP 10-PF 4-PF 15-POL 1-AC 1-AC 1-AC 15-AMA 1-PM 35-TO 2-CC 3-PA 1-CA 2-AR1-GT 3-GT 1-AR1-AR 3-UA 2-CO 3-QR 2-GT1-AR 2-UA 3-CO1-QR 2-NS 2-AR 1-QR 1-NS 1-NS 2-UA 2-AR 2-AR 1-GB 1-GB 2-QP 3-GT 1-GT 1-CO 2-CO 1-QR 1-QR 2-NS 1-AR 2-AF 2-PS 2-PM 5-AFA 1-GT1-GT 4-AFE 1-PG 1-CA1-AC1-PM 1-PM1-CA1-CA1-CC1-CC1-AC1-AC1-PM 7-DL 7-DL 7-DL 2-AC 10-PVN 10-PVN 1-CC27-CAK1-PM27-CAK5-POL 6-CAN 48-PVN 11-POL 1-CA 1-CC 1-PM 1-AC 1-CA 1-CC 1- PM 1-AC 1-AC 1-CA 1-AF 4-SM 7-SM 7-SM TYPICAL UTILITY SCREENING 9-SM 6-AMA 7-CAN 8-SM 7-SM 7-AMALIMIT OF PHASE ' CONSTRUCTION GRAVEL PAVE, POROUS GRAVEL PAVING ADA ACCESSIBLE ROUTE - SIDEWALK GRADE 5% OR LESS BITUMINOUS CONCRETE PER CIVIL BITUMINOUS CONCRETE PER CIVIL BITUMINOUS CONCRETE PER CIVIL 10' CLEAR ZONE, KEEP FREE OF VERTICAL OBSTRUCTIONS CONCRETE SIDEWALK PER CIVIL CONCRETE SIDEWALK PER CIVIL PLANTING NOTES 1.All plant material in the plant schedule shall be nursery grown in accordance with ANSI in accordance with Z.60.1 Standards for measurement of nursery stock. 2.All plants shall be guaranteed by the Contractor for a period of one year from date of receipt of Provisional Acceptance of the completed installation by the Owner. 3.Replacement plantings will be required prior to Final Acceptance for any plants which are missing, not true to specifications, have died or are unhealthy or uncharacteristic of the species (due to excessive pruning, dieback or other reasons). 4.All plant materials shall be selected and tagged at the nursery by Landscape Architect. 5.The Landscape Architect's approval is required for any plant material substitutions. 6.The Contractor is responsible for immediately notifying the Landscape Architect if any plant quantity discrepancies exist between the planting plan and the plant list. 7.All shrubs and trees will be sprayed with the anti-desiccant "Wilt-Pruf" ( or approved equal) prior to the first Winter (no later that November 30). 8.The Landscape Contractor shall have the General Contractor locate all underground utilities in areas to be landscaped prior to commencing any excavation. Adjustments to tree locations will be allowed where utility conflicts are clearly a problem and with prior site approval by Landscape Architect. 9.All plant bed, shrub and tree location shall be staked in the field by Contractor for Landscape Architects approval prior to installation. 10.Adjustments to plant beds shall be approved by Landscape Architect. 11.General Contractor is responsible for all erosion control measures during construction. 12.All disturbed areas are to be topsoiled and seeded or sodded, as indicated in the planting plan. 13.Mulch shall consist of double-shredded hardwood mulch or approved equal and Contractor is responsible for providing samples of mulch to Landscape Architect. Mulch plant materials as shown on plan and details. 14.It is the intent of this contract to avoid any disturbance to existing trees or shrubs on site other than those specifically designated for transplant or removal. 15.Liquidated damages for trees damaged by construction operation shall be $500 per caliper inch. Shrubs shall be $100 each. 16.During construction, and until the end of warranty period, existing trees that are showing signs of stress as determined by the Landscape Architect are to be deep root fertilized, two injections per caliper inch per tree at 18" - 24" depth with Peter's 20/20/20 fertilizer or Landscape Architect approved equal. 17.Contractor is responsible for verifying and confirming all plant counts as supplied by the Landscape Architect with field conditions as constructed. Any discrepancies shall be reported to Landscape Architect for approval and direction. 18.Tree transplanting shall be performed by a suitable hydraulic tree spade, sized as necessary to perform the work. 19.Prior to commencement of any construction, all existing trees to remain shall receive tree protection fence at outer edge of dripline whenever possible. LANDSCAPE ARCHITECTURE WAGNER HODGSON © WHLA ALL RIGHTS RESERVED 2020 VT 802.864.0010 JOB NO. SCALE: DRAWN BY: DATE: wagnerhodgson.comNY518.567.1791 NO.DESCRIPTION DATE HILLSIDE @ O'BRIEN FARM EASTVIEW PHASE OLD FARM ROAD & KENNEDY DRIVE SOUTH BURLINGTON, VT 039 430 Warren Street Hudson, NY 12534 PLOT DATE: 1/19/2023 2:51 PM1 ACT 250 SUBMISSION 09.21.2022 2 CITY RE-SUBMITTAL 10.21.2022 3 01.20.2023CITY RE-SUBMITTAL 04.01.2022 CO / EB PLANTING PLAN 1"= 20' L102 SCALE OF FEET 20020 40 MATCHLINE - SEE SHEET L103MATCHLINE - SEE SHEET L107 MATCHLINE - SEE SHEET L103MATCHLINE - SEE SHEET L107MATCHLINE - SEE SHEET L101MATCHLINE - SEE SHEET L101CONCRETE WALK, TYP. 4 ACT 250 RESUBMITTAL 01.20.23 L E O L A N E PCG 415.0 PCG 414.0 PCG 413.0 PCG 411.5 PCG 410.0 PCG 408.0 PCG 405.0 PCG 403.5 PCG 406.0 PCG 409.0 PCG 412.0 PCG 413.0 PCG 415.5 403.5+403.5+L302 1 L A W N L A W N L A W N 7-SR 1-GT 1-GT 2-AR 1-MA 1-MA 1-UA 1-UA 1-QP 3-QP1-CO 2-CO 2-NS 1-NS 1-GB 1-GB 2-GT 1-QR 2-AF 1-AF 1-UA 2-UA 2-GT 1-AR 1-SR 1-CO 2-QR 1-CV1-CV 1-AG 1-AG 1-CA 1-SR 1-SR 1-CV 1-SR 1-AG 1-CA 1-CV 1-CA 1-MSC 1-CV 2-AG 1-MSC 1-MSC 9-SM 1-PG 1-MSC5- RA 2-MSC 5- RA1-QR5- RA 1-QR 5- RA 23-TO 1-MSC1-MSC 5-AMI 1-AG 1-SR 1-AG 1-MSC 1-MSC 1-CV 1-SR 1-CA 1-SR 1-CA 1-CA 5-VD 7-HP 1-AF 1-AR TYPICAL UTILITY SCREENING LIMIT OF PHASE I CONSTRUCTION 41-SHT 36-SHT 1-AR BITUMINOUS CONCRETE PER CIVIL BITUMINOUS CONCRETE PER CIVIL 10' CLEAR ZONE, KEEP FREE OF VERTICAL OBSTRUCTIONS CONCRETE SIDEWALK PER CIVIL PLANTING NOTES 1.All plant material in the plant schedule shall be nursery grown in accordance with ANSI in accordance with Z.60.1 Standards for measurement of nursery stock. 2.All plants shall be guaranteed by the Contractor for a period of one year from date of receipt of Provisional Acceptance of the completed installation by the Owner. 3.Replacement plantings will be required prior to Final Acceptance for any plants which are missing, not true to specifications, have died or are unhealthy or uncharacteristic of the species (due to excessive pruning, dieback or other reasons). 4.All plant materials shall be selected and tagged at the nursery by Landscape Architect. 5.The Landscape Architect's approval is required for any plant material substitutions. 6.The Contractor is responsible for immediately notifying the Landscape Architect if any plant quantity discrepancies exist between the planting plan and the plant list. 7.All shrubs and trees will be sprayed with the anti-desiccant "Wilt-Pruf" ( or approved equal) prior to the first Winter (no later that November 30). 8.The Landscape Contractor shall have the General Contractor locate all underground utilities in areas to be landscaped prior to commencing any excavation. Adjustments to tree locations will be allowed where utility conflicts are clearly a problem and with prior site approval by Landscape Architect. 9.All plant bed, shrub and tree location shall be staked in the field by Contractor for Landscape Architects approval prior to installation. 10.Adjustments to plant beds shall be approved by Landscape Architect. 11.General Contractor is responsible for all erosion control measures during construction. 12.All disturbed areas are to be topsoiled and seeded or sodded, as indicated in the planting plan. 13.Mulch shall consist of double-shredded hardwood mulch or approved equal and Contractor is responsible for providing samples of mulch to Landscape Architect. Mulch plant materials as shown on plan and details. 14.It is the intent of this contract to avoid any disturbance to existing trees or shrubs on site other than those specifically designated for transplant or removal. 15.Liquidated damages for trees damaged by construction operation shall be $500 per caliper inch. Shrubs shall be $100 each. 16.During construction, and until the end of warranty period, existing trees that are showing signs of stress as determined by the Landscape Architect are to be deep root fertilized, two injections per caliper inch per tree at 18" - 24" depth with Peter's 20/20/20 fertilizer or Landscape Architect approved equal. 17.Contractor is responsible for verifying and confirming all plant counts as supplied by the Landscape Architect with field conditions as constructed. Any discrepancies shall be reported to Landscape Architect for approval and direction. 18.Tree transplanting shall be performed by a suitable hydraulic tree spade, sized as necessary to perform the work. 19.Prior to commencement of any construction, all existing trees to remain shall receive tree protection fence at outer edge of dripline whenever possible. LANDSCAPE ARCHITECTURE WAGNER HODGSON © WHLA ALL RIGHTS RESERVED 2020 VT 802.864.0010 JOB NO. SCALE: DRAWN BY: DATE: wagnerhodgson.comNY518.567.1791 NO.DESCRIPTION DATE HILLSIDE @ O'BRIEN FARM EASTVIEW PHASE OLD FARM ROAD & KENNEDY DRIVE SOUTH BURLINGTON, VT 039 430 Warren Street Hudson, NY 12534 PLOT DATE: 1/19/2023 2:55 PM1 ACT 250 SUBMISSION 09.21.2022 2 CITY RE-SUBMITTAL 10.21.2022 3 01.20.2023CITY RE-SUBMITTAL 04.01.2022 CO / EB PLANTING PLAN 1"= 20' L103A SCALE OF FEET 20020 40 MATCHLINE - SEE SHEET L104AMATCHLINE - SEE SHEET L102MATCHLINE - SEE SHEET L103BMATCHLINE - SEE SHEET L102MATCHLINE - SEE SHEET L104AMATCHLINE - SEE SHEET L103B FOR SEED MIXES REFER TO SHEET L300 PLANTING DETAILS 4 ACT 250 RESUBMITTAL 01.20.23 O L D F A R M R O A D EASTVIEW LANE PCG 416.5 PCG 416.5 PCG 416.5 PCG 416.5 PCG 416.0 PCG 415.5 PCG 414.0 PCG 413.5 PCG 412.5 PCG 411.5 PCG 410.5 L302 1 L A W N 2-QR 2-UA 1-NS 2-AR 3-CO 1-CO 2-UA 2-AR 3-GT 1-AR 1-AG 1-AG 1-PG 1-PG 3-PS 2-QR 20-TO 1-AG 1-AG 1-PS 1-MA 1-AF 1-MA 1-AF 1-QP 1-MA 1-QP 1-SR 1-QP 1-AF 1-GB 1-AF 1-GB 1-MA 1-MA 1-AF 1-AG 7-DL 1-CA 1-NS 1-MA TYPICAL UTILITY SCREENING 7-DL 1-NS 3-TO CONCRETE WALK PER CIVIL OBSTRUCTIONS PLANTING NOTES 1.All plant material in the plant schedule shall be nursery grown in accordance with ANSI in accordance with Z.60.1 Standards for measurement of nursery stock. 2.All plants shall be guaranteed by the Contractor for a period of one year from date of receipt of Provisional Acceptance of the completed installation by the Owner. 3.Replacement plantings will be required prior to Final Acceptance for any plants which are missing, not true to specifications, have died or are unhealthy or uncharacteristic of the species (due to excessive pruning, dieback or other reasons). 4.All plant materials shall be selected and tagged at the nursery by Landscape Architect. 5.The Landscape Architect's approval is required for any plant material substitutions. 6.The Contractor is responsible for immediately notifying the Landscape Architect if any plant quantity discrepancies exist between the planting plan and the plant list. 7.All shrubs and trees will be sprayed with the anti-desiccant "Wilt-Pruf" ( or approved equal) prior to the first Winter (no later that November 30). 8.The Landscape Contractor shall have the General Contractor locate all underground utilities in areas to be landscaped prior to commencing any excavation. Adjustments to tree locations will be allowed where utility conflicts are clearly a problem and with prior site approval by Landscape Architect. 9.All plant bed, shrub and tree location shall be staked in the field by Contractor for Landscape Architects approval prior to installation. 10.Adjustments to plant beds shall be approved by Landscape Architect. 11.General Contractor is responsible for all erosion control measures during construction. 12.All disturbed areas are to be topsoiled and seeded or sodded, as indicated in the planting plan. 13.Mulch shall consist of double-shredded hardwood mulch or approved equal and Contractor is responsible for providing samples of mulch to Landscape Architect. Mulch plant materials as shown on plan and details. 14.It is the intent of this contract to avoid any disturbance to existing trees or shrubs on site other than those specifically designated for transplant or removal. 15.Liquidated damages for trees damaged by construction operation shall be $500 per caliper inch. Shrubs shall be $100 each. 16.During construction, and until the end of warranty period, existing trees that are showing signs of stress as determined by the Landscape Architect are to be deep root fertilized, two injections per caliper inch per tree at 18" - 24" depth with Peter's 20/20/20 fertilizer or Landscape Architect approved equal. 17.Contractor is responsible for verifying and confirming all plant counts as supplied by the Landscape Architect with field conditions as constructed. Any discrepancies shall be reported to Landscape Architect for approval and direction. 18.Tree transplanting shall be performed by a suitable hydraulic tree spade, sized as necessary to perform the work. 19.Prior to commencement of any construction, all existing trees to remain shall receive tree protection fence at outer edge of dripline whenever possible. LANDSCAPE ARCHITECTURE WAGNER HODGSON © WHLA ALL RIGHTS RESERVED 2020 VT 802.864.0010 JOB NO. SCALE: DRAWN BY: DATE: wagnerhodgson.comNY518.567.1791 NO.DESCRIPTION DATE HILLSIDE @ O'BRIEN FARM EASTVIEW PHASE OLD FARM ROAD & KENNEDY DRIVE SOUTH BURLINGTON, VT 039 430 Warren Street Hudson, NY 12534 PLOT DATE: 1/19/2023 2:56 PM1 ACT 250 SUBMISSION 09.21.2022 2 CITY RE-SUBMITTAL 10.21.2022 3 01.20.2023CITY RE-SUBMITTAL 04.01.2022 CO / EB PLANTING PLAN 1"= 20' CO 04.01.2022 L103B SCALE OF FEET 20020 40 MATCHLINE - SEE SHEET L104BMATCHLINE - SEE SHEET L108AMATCHLINE - SEE SHEET L102MATCHLINE - SEE SHEET L108A MATCHLINE - SEE SHEET L103A MATCHLINE - SEE SHEET L103A FOR SEED MIXES REFER TO SHEET L300 PLANTING DETAILS O L D F A R M R O A D PCG 398.0 PC G 3 9 7 . 5 PCG 398 .5PCG 401.0PCG 401.5399 399 400 398 39 7 3 9 7398 39 6 396 395 39 4 39 3 39 2 39 1 390 389 388 387 386 385388389390391392 393 394 395 387 386 386 387 386 385 384 384 387 388389 390 391 400 383 383 L302 1 L A W N NATURAL PLAY AREA 4-SB 4-HAI9-AW 5-AM 9-SN 3-FM 5-HAI 3-VJ 5-SX4-LM 8-CA 5-NP 3-FM 7-SB 3-VJ 6-AW 4-AM 6-SN 5-HAI 7-SHT 1-MSC 1-PM 1-AG 1-AG 1-CV 1-PM 1-SR 1-SR 1-MSC 1-MSC 1-PM 1-AG 1-CV 7-SR 1-GT 11-SM 1-CO 1-AR 1-AR 1-NS 2-GT 2-CO 1-CO 2-GT 2-AR 1-AR 3-QR 2-GT 1-CO 3-TS 2-PG 3-TS 1-PG 1-QR 2-PM 9-AFC 1- AG 1-AG 3-GT 1-CV 2-PAE 1-PAE 1-PAE 2-GT 2-PG 4-AFA GRAVEL WETLAND SHRUB MIX 6-BN 1-LT 1-PM 1-PA 2-PS 9-SHT 1-NS TYPICAL UTILITY SCREENING LIMIT OF PHASE I CONSTRUCTION 13-SHT 14-SHT 1-BN5-CSF 2-IVJ 5-AMA 9-CSF 1-AC 3-IV 6-AMA 1-IVJ 7-CSF 5-IV 1-BN 6-AMA 4-CSF 6-CSF 1-IVJ 5-AMA 1-BN 3-IV 5-CSF 5-CSF 1-AC 3-IV 2-IVJ 1-BN GRAVEL WETLAND SHRUB MIX GRAVEL WETLAND SHRUB MIX CONSERVATION MIX 6-CSF 11-AMA 6-AMA 2-IV 1-PS3-IV 1-AC 1-AC ADA ACCESSIBLE ROUTE ADA SPACE MULTI-USE PATH 3% SIDEWALK LEVEL TO BENCHES BITUMINOUS CONCRETE PER CIVIL 10' CLEAR ZONE, KEEP FREE OF 10' CLEAR ZONE, KEEP FREE OF VERTICAL OBSTRUCTIONS 10' CLEAR FOR MAINTENANCE ACCESS 10' CLEAR FOR MAINTENANCE ACCESS 10' CLEAR FOR MAINTENANCE ACCESS CLEAR FOR CONCRETE SIDEWALK PER CIVIL CONCRETE SIDEWALK PER CIVIL CONCRETE SIDEWALK PER CIVIL CONCRETE SIDEWALK PER CIVIL PLANTING NOTES 1.All plant material in the plant schedule shall be nursery grown in accordance with ANSI in accordance with Z.60.1 Standards for measurement of nursery stock. 2.All plants shall be guaranteed by the Contractor for a period of one year from date of receipt of Provisional Acceptance of the completed installation by the Owner. 3.Replacement plantings will be required prior to Final Acceptance for any plants which are missing, not true to specifications, have died or are unhealthy or uncharacteristic of the species (due to excessive pruning, dieback or other reasons). 4.All plant materials shall be selected and tagged at the nursery by Landscape Architect. 5.The Landscape Architect's approval is required for any plant material substitutions. 6.The Contractor is responsible for immediately notifying the Landscape Architect if any plant quantity discrepancies exist between the planting plan and the plant list. 7.All shrubs and trees will be sprayed with the anti-desiccant "Wilt-Pruf" ( or approved equal) prior to the first Winter (no later that November 30). 8.The Landscape Contractor shall have the General Contractor locate all underground utilities in areas to be landscaped prior to commencing any excavation. Adjustments to tree locations will be allowed where utility conflicts are clearly a problem and with prior site approval by Landscape Architect. 9.All plant bed, shrub and tree location shall be staked in the field by Contractor for Landscape Architects approval prior to installation. 10.Adjustments to plant beds shall be approved by Landscape Architect. 11.General Contractor is responsible for all erosion control measures during construction. 12.All disturbed areas are to be topsoiled and seeded or sodded, as indicated in the planting plan. 13.Mulch shall consist of double-shredded hardwood mulch or approved equal and Contractor is responsible for providing samples of mulch to Landscape Architect. Mulch plant materials as shown on plan and details. 14.It is the intent of this contract to avoid any disturbance to existing trees or shrubs on site other than those specifically designated for transplant or removal. 15.Liquidated damages for trees damaged by construction operation shall be $500 per caliper inch. Shrubs shall be $100 each. 16.During construction, and until the end of warranty period, existing trees that are showing signs of stress as determined by the Landscape Architect are to be deep root fertilized, two injections per caliper inch per tree at 18" - 24" depth with Peter's 20/20/20 fertilizer or Landscape Architect approved equal. 17.Contractor is responsible for verifying and confirming all plant counts as supplied by the Landscape Architect with field conditions as constructed. Any discrepancies shall be reported to Landscape Architect for approval and direction. 18.Tree transplanting shall be performed by a suitable hydraulic tree spade, sized as necessary to perform the work. 19.Prior to commencement of any construction, all existing trees to remain shall receive tree protection fence at outer edge of dripline whenever possible. LANDSCAPE ARCHITECTURE WAGNER HODGSON © WHLA ALL RIGHTS RESERVED 2020 VT 802.864.0010 JOB NO. SCALE: DRAWN BY: DATE: wagnerhodgson.comNY518.567.1791 NO.DESCRIPTION DATE HILLSIDE @ O'BRIEN FARM EASTVIEW PHASE OLD FARM ROAD & KENNEDY DRIVE SOUTH BURLINGTON, VT 039 430 Warren Street Hudson, NY 12534 PLOT DATE: 1/19/2023 2:54 PM1 ACT 250 SUBMISSION 09.21.2022 2 CITY RE-SUBMITTAL 10.21.2022 3 01.20.2023CITY RE-SUBMITTAL 04.01.2022 CO / EB PLANTING PLAN 1"= 20' L104ASCALE OF FEET 20020 40 MATCHLINE - SEE SHEET L105MATCHLINE - SEE SHEET L103BMATCHLINE - SEE SHEET L04BMATCHLINE - SEE SHEET L103BMATCHLINE - SEE SHEET L105FOR SEED MIXES REFER TO SHEET L300 PLANTING DETAILS MATCHLINE - SEE SHEET L04B P L A N T S C H E D U L E KEY QTY.SCIENTIFIC NAME COMMON NAME SIZE SPACING S H A D E T R E E S AR 5 Acer rubrum 'Redpointe'RED MAPLE 2.5-3" CAL.AS SHOWN AFA 4 Acer freemaii 'Armstrong'ARMSTRONG FREEMAN MAPLE 3" CAL.AS SHOWN AFC 9 Acer x freemanii 'Celebration'CELEBRATION RED MAPLE 2.5-3" CAL.AS SHOWN CO 5 Celtis occidentalis HACKBERRY 2.5-3" CAL.AS SHOWN GT 12 Gleditsia triacanthos inermis 'Street Keeper'STREET KEEPER HONEYLOCUST 2.5-3" CAL.AS SHOWN LT 1 Liriodendron tulipifera TULIPTREE 2.5-3" CAL.AS SHOWN NS 2 Nyssa sylvatica BLACK GUM 2.5-3" CAL.AS SHOWN PAE 4 Platanus acerifolia 'Exclamation'LONDON PLANETREE 2.5-3" CAL.AS SHOWN QR 4 Quercus rubra RED OAK 2.5-3" CAL.AS SHOWN E V E R G R E E N T R E E S PA 1 Picea abies NORWAY SPRUCE 6'-7'AS SHOWN PG 5 Picea glauca WHITE SPRUCE 6'-7'AS SHOWN PS 4 Pinus strobus WHITE PINE 6'-7'AS SHOWN TS 6 Tsuga canadensis CANADIAN HEMLOCK 6'-7'AS SHOWN O R N A M E N T A L T R E E S AC 4 Amelanchier canadensis SERVICEBERRY 1.5" - 2" CAL.AS SHOWN AG 5 Amelanchier x grandiflora 'Autumn Brilliance'AUTUMN BRILLIANCE SERVICEBERRY 1.5-2" CAL.AS SHOWN BN 10 Betula nigra 'Heritage'RIVER BIRCH (single stem)1.5-2" CAL.AS SHOWN CV 3 Chionanthus virginicus FRINGE TREE 1.5-2" CAL.AS SHOWN MSC 3 Magnolia stellata 'Centennial Blush'CENTENNIAL BLUSH MAGNOLIA 1.5" - 2" CAL.AS SHOWN PM 6 Prunus maackii AMUR CHOKEBERRY 1.5-2" CAL.AS SHOWN SR 9 Syringa reticulata 'Snowcap'TREE LILAC 1.5" - 2" CAL.AS SHOWN S H R U B S AMA 39 Aronia melanocarpa 'Autmn Magic'AUTUMN MAGIC CHOKECHERRY 5 GAL.4' O.C. CSF 47 Cornus serciea 'Firedance'FIREDANCE REDTWIG DOGWOOD 3 GAL.4' O.C. FM 6 Fothergilla major 'Blue Shadow'BLUE SHADOW FOTHERGILLA 5 GAL.4' O.C. HAI 14 Hydrangea arborescns 'Incrediball'INCREDIBALL HYDRANGEA 5 GAL.4' O.C. IV 19 Ilex verticillata 'Afterglow'WINTERBERRY (female)5 GAL.6' O.C. IVJ 5 Ilex verticillata "Jim Dandy'WINTERBERRY (male)5 GAL.5' O.C. VJ 6 Viburnum x juddii JUDD VIBURNUM 5 CAL.4' O.C. SB 11 Spiraea betulifolia 'Tor'BIRCHLEAF SPIREA 3 GAL.2' O.C. SM 11 Syringa meyeri 'Palibin'DWARF KOREAN LILAC 5 GAL.5' O.C. SX 5 Syringa x 'Bloomerang'BLOOMERANG LILAC 3 GAL.3' O.C. O R N A M E N T A L G R A S S E S CA 8 Carex appalachica SEDGE 1 QT.18' O.C. SHT 43 Sporobolous heterolepsis 'Tara'PRAIRIE DROPSEED 1 GAL.18" O.C. P E R E N N I A L S AM 9 Achillea 'Moonshine'MOONSHINE YARROW 1 GAL.24" O.C. AW 15 Anenome 'Wild Swan'WINDFLOWER 1 GAL.18" O.C. LM 4 Liatris microcephala DWARF GAYFEATHER 1 GAL.12" O.C. NP 5 Nepeta 'Psfike'LITTLE TRUDY CATMINT 1 GAL.15" O.C. SN 15 Salvia nemerosa 'Caradonna'CARADONNA SALVIA 1 GAL.18" O.C. 4 ACT 250 RESUBMITTAL 01.20.23 U:\039 Obrien Hillside Phase II\WHLA\CAD\sheets\PLANTING PLANS L100-L114.dwg, 1/19/2023 2:54:48 PM, _AutoCAD PDF (General Documentation).pc3 MABEL WAYEA S T V I E W L A N E EAS T V I E W L A N E PCG 405.0PCG 409.0PCG 410.5 PCG 410.0 PCG 410.0 PC G 4 1 0 . 0 PCG 388.0 PCG 387.0 PCG 387.0 PCG 387.0 L302 1 L A W N EXISTING VEGETATION TO REMAIN L A W N L A W N L A W N L A W N L A W N 2-AR 2-NS 1-AR 1-AR 2-UA 1-QR 2-CO 1-NS 1-UA 1-UA 3-GT 1-CO 2-GT 2-UA 1-CV 1-MSC 1-AG 1-CV 1-GB 1-MSC 10-SL 17 DL 5 VJ 1-PS 3-BN 1-AG 1-AF 2-CO 5-VJ 10-DL 1-CV 1-PM 1-BN 1-PM 1-BN 3-PA 3-PG 2-PA 1-PS 3-AF 2-GB 1-PM 1-MSC 1-PM 1-AG 1-MSC 1-AG 1-BN 1-AG 1-CV 1-AF 8-SL 2-VCC 3-CAS 15-DF 6-AV 10-ACM 2-HSS 2-VCC 3-CAS 15-DF 6-AV 10-ACM 2-HSS 2-MD2-FM 2-MD2-FM 3-AMA 3-KL 4-SRL 3-AMA 3-KL 4-SRL 16-HHS 2-ACS 5-DP 16-HHS 2-ACS 5-DP TYPICAL UTILITY SCREENING 2-IVJ 6-AMI 1-AC 5-IV 3-CFS 1-IVJ 7-AMI 1-BN 2-AC 7-CSF 1-NS 4-IV 5-AMI 2-AC 2-IVJ 6-CSF 3-IV 3-AMI 7-CSF 3-IV 3-CSF 1-IVJ 4-AMA 2-IVJ 5-CSF 3-IV 6-AMI 2-IVJ 6-AFC GRAVEL WETLAND SHRUB MIX CONSERVATION MIX 1-AFC 2-HV 1-HV CONCRETE WALK PER CIVIL CONCRETE WALK PER CIVIL 10' CLEAR ZONE, KEEP FREE OF VERTICAL OBSTRUCTIONS OBSTRUCTIONS CLEAR FOR MAINTENANCE ACCESS 10' CLEAR FOR MAINTENANCE ACCESS 10' CLEAR FOR MAINTENANCE ACCESS PLANTING NOTES 1.All plant material in the plant schedule shall be nursery grown in accordance with ANSI in accordance with Z.60.1 Standards for measurement of nursery stock. 2.All plants shall be guaranteed by the Contractor for a period of one year from date of receipt of Provisional Acceptance of the completed installation by the Owner. 3.Replacement plantings will be required prior to Final Acceptance for any plants which are missing, not true to specifications, have died or are unhealthy or uncharacteristic of the species (due to excessive pruning, dieback or other reasons). 4.All plant materials shall be selected and tagged at the nursery by Landscape Architect. 5.The Landscape Architect's approval is required for any plant material substitutions. 6.The Contractor is responsible for immediately notifying the Landscape Architect if any plant quantity discrepancies exist between the planting plan and the plant list. 7.All shrubs and trees will be sprayed with the anti-desiccant "Wilt-Pruf" ( or approved equal) prior to the first Winter (no later that November 30). 8.The Landscape Contractor shall have the General Contractor locate all underground utilities in areas to be landscaped prior to commencing any excavation. Adjustments to tree locations will be allowed where utility conflicts are clearly a problem and with prior site approval by Landscape Architect. 9.All plant bed, shrub and tree location shall be staked in the field by Contractor for Landscape Architects approval prior to installation. 10.Adjustments to plant beds shall be approved by Landscape Architect. 11.General Contractor is responsible for all erosion control measures during construction. 12.All disturbed areas are to be topsoiled and seeded or sodded, as indicated in the planting plan. 13.Mulch shall consist of double-shredded hardwood mulch or approved equal and Contractor is responsible for providing samples of mulch to Landscape Architect. Mulch plant materials as shown on plan and details. 14.It is the intent of this contract to avoid any disturbance to existing trees or shrubs on site other than those specifically designated for transplant or removal. 15.Liquidated damages for trees damaged by construction operation shall be $500 per caliper inch. Shrubs shall be $100 each. 16.During construction, and until the end of warranty period, existing trees that are showing signs of stress as determined by the Landscape Architect are to be deep root fertilized, two injections per caliper inch per tree at 18" - 24" depth with Peter's 20/20/20 fertilizer or Landscape Architect approved equal. 17.Contractor is responsible for verifying and confirming all plant counts as supplied by the Landscape Architect with field conditions as constructed. Any discrepancies shall be reported to Landscape Architect for approval and direction. 18.Tree transplanting shall be performed by a suitable hydraulic tree spade, sized as necessary to perform the work. 19.Prior to commencement of any construction, all existing trees to remain shall receive tree protection fence at outer edge of dripline whenever possible. LANDSCAPE ARCHITECTURE WAGNER HODGSON © WHLA ALL RIGHTS RESERVED 2020 VT 802.864.0010 JOB NO. SCALE: DRAWN BY: DATE: wagnerhodgson.comNY518.567.1791 NO.DESCRIPTION DATE HILLSIDE @ O'BRIEN FARM EASTVIEW PHASE OLD FARM ROAD & KENNEDY DRIVE SOUTH BURLINGTON, VT 039 430 Warren Street Hudson, NY 12534 PLOT DATE: 1/19/2023 2:53 PM1 ACT 250 SUBMISSION 09.21.2022 2 CITY RE-SUBMITTAL 10.21.2022 3 01.20.2023CITY RE-SUBMITTAL 04.01.2022 CO / EB PLANTING PLAN 1"= 20' L104BSCALE OF FEET 20020 40 MATCHLINE - SEE SHEET L105MATCHLINE - SEE SHEET L103BMATCHLINE - SEE SHEET L109 MATCHLINE - SEE SHEET L109 MATCHLINE - SEE SHEET L104A MATCHLINE - SEE SHEET L104A FOR SEED MIXES REFER TO SHEET L300 PLANTING DETAILS 4 ACT 250 RESUBMITTAL 01.20.23 O L D F A R M R O A DO' B R I EN FA RM ROAD O'BRIEN FARM RD EASTL A W N LAWN GRAVEL WETLAND 1-AFC 1-AFC 1-AR 2-AR 1-QR 2-QR 2-GT 1-GT 2-NS 1-NS 1-AFC 1-AR 2-CO 1-AR 1-AR 1-QR 2-QR 2-UA 2-GT 1-GT 1-PG 1-PS 1-AFC 1-CO 1-CO 1-CO 1-AR 1-AC 3-IV 1-IVJ 6-CSF 4-AMA 4-CSF 3-AMA 5-CSF LIMIT OF PHASE I CONSTRUCTION BENCH, TYP. BITUMINOUS CONCRETE PER CIVIL CONCRETE WALK PER CIVIL CONCRETE WALK PER CIVIL BITUMINOUS CONCRETE PER CIVIL PLANTING NOTES 1.All plant material in the plant schedule shall be nursery grown in accordance with ANSI in accordance with Z.60.1 Standards for measurement of nursery stock. 2.All plants shall be guaranteed by the Contractor for a period of one year from date of receipt of Provisional Acceptance of the completed installation by the Owner. 3.Replacement plantings will be required prior to Final Acceptance for any plants which are missing, not true to specifications, have died or are unhealthy or uncharacteristic of the species (due to excessive pruning, dieback or other reasons). 4.All plant materials shall be selected and tagged at the nursery by Landscape Architect. 5.The Landscape Architect's approval is required for any plant material substitutions. 6.The Contractor is responsible for immediately notifying the Landscape Architect if any plant quantity discrepancies exist between the planting plan and the plant list. 7.All shrubs and trees will be sprayed with the anti-desiccant "Wilt-Pruf" ( or approved equal) prior to the first Winter (no later that November 30). 8.The Landscape Contractor shall have the General Contractor locate all underground utilities in areas to be landscaped prior to commencing any excavation. Adjustments to tree locations will be allowed where utility conflicts are clearly a problem and with prior site approval by Landscape Architect. 9.All plant bed, shrub and tree location shall be staked in the field by Contractor for Landscape Architects approval prior to installation. 10.Adjustments to plant beds shall be approved by Landscape Architect. 11.General Contractor is responsible for all erosion control measures during construction. 12.All disturbed areas are to be topsoiled and seeded or sodded, as indicated in the planting plan. 13.Mulch shall consist of double-shredded hardwood mulch or approved equal and Contractor is responsible for providing samples of mulch to Landscape Architect. Mulch plant materials as shown on plan and details. 14.It is the intent of this contract to avoid any disturbance to existing trees or shrubs on site other than those specifically designated for transplant or removal. 15.Liquidated damages for trees damaged by construction operation shall be $500 per caliper inch. Shrubs shall be $100 each. 16.During construction, and until the end of warranty period, existing trees that are showing signs of stress as determined by the Landscape Architect are to be deep root fertilized, two injections per caliper inch per tree at 18" - 24" depth with Peter's 20/20/20 fertilizer or Landscape Architect approved equal. 17.Contractor is responsible for verifying and confirming all plant counts as supplied by the Landscape Architect with field conditions as constructed. Any discrepancies shall be reported to Landscape Architect for approval and direction. 18.Tree transplanting shall be performed by a suitable hydraulic tree spade, sized as necessary to perform the work. 19.Prior to commencement of any construction, all existing trees to remain shall receive tree protection fence at outer edge of dripline whenever possible. LANDSCAPE ARCHITECTURE WAGNER HODGSON © WHLA ALL RIGHTS RESERVED 2020 VT 802.864.0010 JOB NO. SCALE: DRAWN BY: DATE: wagnerhodgson.comNY518.567.1791 NO.DESCRIPTION DATE HILLSIDE @ O'BRIEN FARM EASTVIEW PHASE OLD FARM ROAD & KENNEDY DRIVE SOUTH BURLINGTON, VT 039 430 Warren Street Hudson, NY 12534 PLOT DATE: 1/19/2023 2:56 PM1 ACT 250 SUBMISSION 09.21.2022 2 CITY RE-SUBMITTAL 10.21.2022 3 01.20.2023CITY RE-SUBMITTAL 04.01.2022 CO / EB PLANTING PLAN 1"= 20' L105 SCALE OF FEET 20020 40 MATCHLINE - SEE SHEET L110MATCHLINE - SEE SHEET L104BMATCHLINE - SEE SHEET L104AMATCHLINE - SEE SHEET L110 FOR SEED MIXES REFER TO SHEET L300 PLANTING DETAILS MABEL WAYLEGACY FARM EXTMOUNTAINVIEW DRBARN ROAD PCG 397.0 PCG 399.0 PCG 402.0 PCG 409.0 PCG 420.0PCG 417.0PCG 420.0PCG 417.5PCG 415.0PCG 423.0PCG 418.5PCG 413.5PCG 408.0PCG 403.5PCG 401.5PCG 419.0PCG 415.5PCG 411.5PCG 407.5PCG 403.5PCG 401.0LAWN CONSERVATION MIX LAWN LAWN LAWN LAWN LAWN LAWN 2UA 1-CO LIMIT OF PHASE I 2-QP 1-AR 2-QR 1-CO 1-QP 1-AR 1-AR 1-UA 1-UA 1-UA 1-GB 1-GB 1-NS 1-NS 1-NS 2-AR 3-CO 1-GT 2-GT1-GT 2-AFC 1-AFC 2-NS 3-UA 1-UA 1-QR 1-QR 1-QR 1-PM 1-BN 1-MSC 1-PM 5-POD 1-AFC 2-QR 1-NS 1-AR 1-UA 2-CO 2-AFC 1-QR 1-UA 1-MSC 1-CV 1-CV 1-AG 1-MSC 1-MSC 1-PM 1-PM 1-CV 1-MSC 1-PM 1-AG 10-CAN 2-CV 1-MSC 1-BN 1-MSC 1-AG 3-PG 1-CV 2-AG 1-PG 3-BN 3-PS 1-AG 1-BN 1-PG 1-PS 2-CV 3-PA 1-AG 2-AR 2-BN 1-PS 1-MSC 1-CV 1-AG 1-MSC 1-BN 9-HP 1-BN 9-SP 1-CV 2-PM 1-CV 1-AG 1-PM 1-CV 1-CV 1-AG 1-MSC 5-RA 1-MSC 1-PM 9-CAN 1-MSC 5-POD 5-SP 1-NS 2-NS TYPICAL UTILITY SCREENING CONCRETE WALK PER CIVIL CONCRETE WALK PER CIVIL CONCRETE WALK PER CIVIL CONCRETE WALK PER CIVIL PLANTING NOTES 1.All plant material in the plant schedule shall be nursery grown in accordance with ANSI in accordance with Z.60.1 Standards for measurement of nursery stock. 2.All plants shall be guaranteed by the Contractor for a period of one year from date of receipt of Provisional Acceptance of the completed installation by the Owner. 3.Replacement plantings will be required prior to Final Acceptance for any plants which are missing, not true to specifications, have died or are unhealthy or uncharacteristic of the species (due to excessive pruning, dieback or other reasons). 4.All plant materials shall be selected and tagged at the nursery by Landscape Architect. 5.The Landscape Architect's approval is required for any plant material substitutions. 6.The Contractor is responsible for immediately notifying the Landscape Architect if any plant quantity discrepancies exist between the planting plan and the plant list. 7.All shrubs and trees will be sprayed with the anti-desiccant "Wilt-Pruf" ( or approved equal) prior to the first Winter (no later that November 30). 8.The Landscape Contractor shall have the General Contractor locate all underground utilities in areas to be landscaped prior to commencing any excavation. Adjustments to tree locations will be allowed where utility conflicts are clearly a problem and with prior site approval by Landscape Architect. 9.All plant bed, shrub and tree location shall be staked in the field by Contractor for Landscape Architects approval prior to installation. 10.Adjustments to plant beds shall be approved by Landscape Architect. 11.General Contractor is responsible for all erosion control measures during construction. 12.All disturbed areas are to be topsoiled and seeded or sodded, as indicated in the planting plan. 13.Mulch shall consist of double-shredded hardwood mulch or approved equal and Contractor is responsible for providing samples of mulch to Landscape Architect. Mulch plant materials as shown on plan and details. 14.It is the intent of this contract to avoid any disturbance to existing trees or shrubs on site other than those specifically designated for transplant or removal. 15.Liquidated damages for trees damaged by construction operation shall be $500 per caliper inch. Shrubs shall be $100 each. 16.During construction, and until the end of warranty period, existing trees that are showing signs of stress as determined by the Landscape Architect are to be deep root fertilized, two injections per caliper inch per tree at 18" - 24" depth with Peter's 20/20/20 fertilizer or Landscape Architect approved equal. 17.Contractor is responsible for verifying and confirming all plant counts as supplied by the Landscape Architect with field conditions as constructed. Any discrepancies shall be reported to Landscape Architect for approval and direction. 18.Tree transplanting shall be performed by a suitable hydraulic tree spade, sized as necessary to perform the work. 19.Prior to commencement of any construction, all existing trees to remain shall receive tree protection fence at outer edge of dripline whenever possible. LANDSCAPE ARCHITECTURE WAGNER HODGSON © WHLA ALL RIGHTS RESERVED 2020 VT 802.864.0010 JOB NO. SCALE: DRAWN BY: DATE: wagnerhodgson.comNY518.567.1791 NO.DESCRIPTION DATE HILLSIDE @ O'BRIEN FARM EASTVIEW PHASE OLD FARM ROAD & KENNEDY DRIVE SOUTH BURLINGTON, VT 039 430 Warren Street Hudson, NY 12534 PLOT DATE: 1/19/2023 2:55 PM1 ACT 250 SUBMISSION 09.21.2022 2 CITY RE-SUBMITTAL 10.21.2022 3 01.20.2023CITY RE-SUBMITTAL 04.01.2022 CO / EB PLANTING PLAN 1"= 20' L106 SCALE OF FEET 20020 40 MATCHLINE - SEE SHEET L107MATCHLINE - SEE SHEET L111 MATCHLINE - SEE SHEET L111 MATCHLINE - SEE SHEET L107MATCHLINE - SEE SHEET L101 FOR SEED MIXES REFER TO SHEET L300 PLANTING DETAILS U:\039 Obrien Hillside Phase II\WHLA\CAD\sheets\PLANTING PLANS L100-L114.dwg, 1/19/2023 2:55:14 PM, _AutoCAD PDF (General Documentation).pc3 MABEL WAY PCG 408. 5 PCG 402.0 PCG 400.5 PCG 399.0 PCG 397.5 PCG 396.0PCG 417.0PCG 414.0PCG 411.0PCG 407.0 S N O W S N O W 18-RA SLEDDING HILL NOTE: SEE SHEET L200 FOR MORE DETAILED PLANTING AT COMMUNITY BARN CENTER LAWN LAWN LAWN5' 15-AMA 8-GT 2-LT 1-LT 1-CV 1-CV GRAVELPAVE POROUS GRAVEL PAVING INTEGRAL COLOR CONCRETE SCORED CONCRETE PAVING PER CIVIL BITUMINOUS CONCRETE PER CIVIL 3-PA 3-BN 2-NS 1-AFC 1-CV 3-PS 2-PA 2-PM 1-PA 2-BN 1-AS 3-PS 1-CO 2-AR 3-UA 1-AR 2-CO 2-QR 1-GT 1-QR 1-GT 3-AFC 3-NS 1-NS 2-UA 1-AFC 1-CO 2-CO 2-QR 1-AR 1-AR 1-CO 1-SRS 1-BN 1-PM 1-CV 1-CA 1-BN 1-SRS 1-PM 6-VJ 6-FM 6-VJ 6-FM 1-CA 1-CV 1-PM 1-SRS 1-SRS 1-PM 1-CA 1-PM 1-SRS 1-CV 1-BN 1-CV 1-BN 1-SRS 1-CA 1-CA 1-CV 1-PM 1-BN 1-PM 1-SRS 1-BN 1-CV 1-CA 1-CV 1-SRS 1-BN 3-BN 7-VJ 1-SRS 3-VD 4-CSF 4-HVA 8-CAS 3-VD 3-CAS 5-CSF 6-CSF 4-HVA 3-HVA 7-CAS 2-VD 4-HVA 6-CAS 5-CSF 2-VD 6-CSF 3-VD 1-PM 5-CSF 4-HVA 3-CSF 1-PAE 21-TO 1-CA 4-SP 1-CA 1-CO TYPICAL UTILITY TYPICAL UTILITY SCREENING CONCRETE WALK, PER CIVIL BIKE RACKS, TYP. ADA ACCESSIBLE ROUTE 7-PG PLANTING NOTES 1.All plant material in the plant schedule shall be nursery grown in accordance with ANSI in accordance with Z.60.1 Standards for measurement of nursery stock. 2.All plants shall be guaranteed by the Contractor for a period of one year from date of receipt of Provisional Acceptance of the completed installation by the Owner. 3.Replacement plantings will be required prior to Final Acceptance for any plants which are missing, not true to specifications, have died or are unhealthy or uncharacteristic of the species (due to excessive pruning, dieback or other reasons). 4.All plant materials shall be selected and tagged at the nursery by Landscape Architect. 5.The Landscape Architect's approval is required for any plant material substitutions. 6.The Contractor is responsible for immediately notifying the Landscape Architect if any plant quantity discrepancies exist between the planting plan and the plant list. 7.All shrubs and trees will be sprayed with the anti-desiccant "Wilt-Pruf" ( or approved equal) prior to the first Winter (no later that November 30). 8.The Landscape Contractor shall have the General Contractor locate all underground utilities in areas to be landscaped prior to commencing any excavation. Adjustments to tree locations will be allowed where utility conflicts are clearly a problem and with prior site approval by Landscape Architect. 9.All plant bed, shrub and tree location shall be staked in the field by Contractor for Landscape Architects approval prior to installation. 10.Adjustments to plant beds shall be approved by Landscape Architect. 11.General Contractor is responsible for all erosion control measures during construction. 12.All disturbed areas are to be topsoiled and seeded or sodded, as indicated in the planting plan. 13.Mulch shall consist of double-shredded hardwood mulch or approved equal and Contractor is responsible for providing samples of mulch to Landscape Architect. Mulch plant materials as shown on plan and details. 14.It is the intent of this contract to avoid any disturbance to existing trees or shrubs on site other than those specifically designated for transplant or removal. 15.Liquidated damages for trees damaged by construction operation shall be $500 per caliper inch. Shrubs shall be $100 each. 16.During construction, and until the end of warranty period, existing trees that are showing signs of stress as determined by the Landscape Architect are to be deep root fertilized, two injections per caliper inch per tree at 18" - 24" depth with Peter's 20/20/20 fertilizer or Landscape Architect approved equal. 17.Contractor is responsible for verifying and confirming all plant counts as supplied by the Landscape Architect with field conditions as constructed. Any discrepancies shall be reported to Landscape Architect for approval and direction. 18.Tree transplanting shall be performed by a suitable hydraulic tree spade, sized as necessary to perform the work. 19.Prior to commencement of any construction, all existing trees to remain shall receive tree protection fence at outer edge of dripline whenever possible. LANDSCAPE ARCHITECTURE WAGNER HODGSON © WHLA ALL RIGHTS RESERVED 2020 VT 802.864.0010 JOB NO. SCALE: DRAWN BY: DATE: wagnerhodgson.comNY518.567.1791 NO.DESCRIPTION DATE HILLSIDE @ O'BRIEN FARM EASTVIEW PHASE OLD FARM ROAD & KENNEDY DRIVE SOUTH BURLINGTON, VT 039 430 Warren Street Hudson, NY 12534 PLOT DATE: 1/19/2023 2:53 PM1 ACT 250 SUBMISSION 09.21.2022 2 CITY RE-SUBMITTAL 10.21.2022 3 01.20.2023CITY RE-SUBMITTAL 04.01.2022 CO / EB PLANTING PLAN 1"= 20' L107SCALE OF FEET 20020 40 MATCHLINE - SEE SHEET L106MATCHLINE - SEE SHEET L111MATCHLINE - SEE SHEET L106MATCHLINE - SEE SHEET L102 MATCHLINE - SEE SHEET L112 MATCHLINE - SEE SHEET L112 MATCHLINE - SEE SHEET L108BMATCHLINE - SEE SHEET L108ABITUMINOUS CONCRETE PER CIVIL FOR SEED MIXES REFER TO SHEET L300 PLANTING DETAILS 8' 10' MABEL WAY EASTVIEW LANE PCG 409 . 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 LAWN LAWN LAWN LAWN 1-MA 2-UA 2-AFC 1-AFC 1-CO 1-CO 2-CO 1-CO 1-GT 2-GT 2-NS 1-NS1-PA 1-PM 1-AFC 3-PS 1-BN 2-PS 2-PG 1-NS 1-AFC2-PG 4-PA 1-CC 2-AS 3-PS 1-CA 1-PG 1-BN 4-CSF 1-AG 2-NS 1-AS 1-PS 49-TO 2-BN 3-PA TYPICAL UTILITY SCREENING 1-CC 1-AG 1-CA 1-PM 1-CC 1-AG 1-AG 1-CA 2-CC 1-CA 1-PM 1-BN 1-PM CONCRETE WALK PER CIVIL CONCRETE WALK PER CIVIL CONCRETE WALK PER CIVIL PLANTING NOTES 1.All plant material in the plant schedule shall be nursery grown in accordance with ANSI in accordance with Z.60.1 Standards for measurement of nursery stock. 2.All plants shall be guaranteed by the Contractor for a period of one year from date of receipt of Provisional Acceptance of the completed installation by the Owner. 3.Replacement plantings will be required prior to Final Acceptance for any plants which are missing, not true to specifications, have died or are unhealthy or uncharacteristic of the species (due to excessive pruning, dieback or other reasons). 4.All plant materials shall be selected and tagged at the nursery by Landscape Architect. 5.The Landscape Architect's approval is required for any plant material substitutions. 6.The Contractor is responsible for immediately notifying the Landscape Architect if any plant quantity discrepancies exist between the planting plan and the plant list. 7.All shrubs and trees will be sprayed with the anti-desiccant "Wilt-Pruf" ( or approved equal) prior to the first Winter (no later that November 30). 8.The Landscape Contractor shall have the General Contractor locate all underground utilities in areas to be landscaped prior to commencing any excavation. Adjustments to tree locations will be allowed where utility conflicts are clearly a problem and with prior site approval by Landscape Architect. 9.All plant bed, shrub and tree location shall be staked in the field by Contractor for Landscape Architects approval prior to installation. 10.Adjustments to plant beds shall be approved by Landscape Architect. 11.General Contractor is responsible for all erosion control measures during construction. 12.All disturbed areas are to be topsoiled and seeded or sodded, as indicated in the planting plan. 13.Mulch shall consist of double-shredded hardwood mulch or approved equal and Contractor is responsible for providing samples of mulch to Landscape Architect. Mulch plant materials as shown on plan and details. 14.It is the intent of this contract to avoid any disturbance to existing trees or shrubs on site other than those specifically designated for transplant or removal. 15.Liquidated damages for trees damaged by construction operation shall be $500 per caliper inch. Shrubs shall be $100 each. 16.During construction, and until the end of warranty period, existing trees that are showing signs of stress as determined by the Landscape Architect are to be deep root fertilized, two injections per caliper inch per tree at 18" - 24" depth with Peter's 20/20/20 fertilizer or Landscape Architect approved equal. 17.Contractor is responsible for Landscape Architect approved equal. 17.Contractor is responsible for verifying and confirming all plant counts as supplied by the Landscape Architect with field conditions as constructed. Any discrepancies shall be reported to Landscape Architect for approval and direction. 18.Tree transplanting shall be performed by a suitable hydraulic tree spade, sized as necessary to perform the work. 19.Prior to commencement of any construction, all existing trees to remain shall receive tree protection fence at outer edge of dripline whenever possible. LANDSCAPE ARCHITECTURE WAGNER HODGSON © WHLA ALL RIGHTS RESERVED 2020 VT 802.864.0010 JOB NO. SCALE: DRAWN BY: DATE: wagnerhodgson.comNY518.567.1791 NO.DESCRIPTION DATE HILLSIDE @ O'BRIEN FARM EASTVIEW PHASE OLD FARM ROAD & KENNEDY DRIVE SOUTH BURLINGTON, VT 039 430 Warren Street Hudson, NY 12534 PLOT DATE: 1/19/2023 2:55 PM1 ACT 250 SUBMISSION 09.21.2022 2 CITY RE-SUBMITTAL 10.21.2022 3 01.20.2023CITY RE-SUBMITTAL 04.01.2022 CO / EB PLANTING PLAN 1"= 20' L108A SCALE OF FEET 20020 40 MATCHLINE - SEE SHEET L08BMATCHLINE - SEE SHEET L107MATCHLINE - SEE SHEET L103B MATCHLINE - SEE SHEET L103B MATCHLINE - SEE SHEET L109MATCHLINE - SEE SHEET L08B 2-PS 2-PG 1-PG 1-PM FOR SEED MIXES REFER TO SHEET L300 PLANTING DETAILS U:\039 Obrien Hillside Phase II\WHLA\CAD\sheets\PLANTING PLANS L100-L114.dwg, 1/19/2023 2:55:42 PM, _AutoCAD PDF (General Documentation).pc3 MABEL WAY 377 ARCHAEOLOGY SITE 7 COT 7 CA 7 LB 9 COT 9 CA 9 LB 12 COT 12 CA 12 LB LAWN CONSERVATION MIX CONSERVATION MIX CONSERVATION MIX LAWN LAWN LAWN LAWN 3-GT 1-GT 3-NS 2-AR 2-AR 2-QR 1-QR 1-UA 2-UA 1-AFC 1-AS 1-NS 2-BN 3-PA 1-PS 3-PS 1-PA 3-PS 1-PA 1-PM 1-PM 1-PS 1-AS 1-AG 1-PM TYPICAL UTILITY SCREENING 1-AG 1-CA 1-CC 1-CA 2-PM 1-CA 1-BN 1-CA 1-BN 1-AG 1-BN 1-BN 1-CA 1-PM 1-BN 2-CC 1-AG 1-CA 1-CC 11-SX 1-BN 1-CC 2-AG 1-CC 1-PM 2-QRW 1-PGW 1-PGW 1-PMW 1-PSW 1-ARW 1-ARW 1-NSW 1-PMW 1-PGW 1-NSW 1-NSW 1-ARW 1-PMW 1-PGW 1-PSW 1-NSW 1-PMW 1-QRW 1-TCW 2-QRW 1-NSW 1-ARW 1-ARW 1-PSW 1-PSW1-PMW 1-PGW 1-TCW 1-PGW 1-TCW 1-QRW 1-TCW 1-AG BOULDER RETAINING WALL CONCRETE WALK PER CIVIL PLANTING NOTES 1.All plant material in the plant schedule shall be nursery grown in accordance with ANSI in accordance with Z.60.1 Standards for measurement of nursery stock. 2.All plants shall be guaranteed by the Contractor for a period of one year from date of receipt of Provisional Acceptance of the completed installation by the Owner. 3.Replacement plantings will be required prior to Final Acceptance for any plants which are missing, not true to specifications, have died or are unhealthy or uncharacteristic of the species (due to excessive pruning, dieback or other reasons). 4.All plant materials shall be selected and tagged at the nursery by Landscape Architect. 5.The Landscape Architect's approval is required for any plant material substitutions. 6.The Contractor is responsible for immediately notifying the Landscape Architect if any plant quantity discrepancies exist between the planting plan and the plant list. 7.All shrubs and trees will be sprayed with the anti-desiccant "Wilt-Pruf" ( or approved equal) prior to the first Winter (no later that November 30). 8.The Landscape Contractor shall have the General Contractor locate all underground utilities in areas to be landscaped prior to commencing any excavation. Adjustments to tree locations will be allowed where utility conflicts are clearly a problem and with prior site approval by Landscape Architect. 9.All plant bed, shrub and tree location shall be staked in the field by Contractor for Landscape Architects approval prior to installation. 10.Adjustments to plant beds shall be approved by Landscape Architect. 11.General Contractor is responsible for all erosion control measures during construction. 12.All disturbed areas are to be topsoiled and seeded or sodded, as indicated in the planting plan. 13.Mulch shall consist of double-shredded hardwood mulch or approved equal and Contractor is responsible for providing samples of mulch to Landscape Architect. Mulch plant materials as shown on plan and details. 14.It is the intent of this contract to avoid any disturbance to existing trees or shrubs on site other than those specifically designated for transplant or removal. 15.Liquidated damages for trees damaged by construction operation shall be $500 per caliper inch. Shrubs shall be $100 each. 16.During construction, and until the end of warranty period, existing trees that are showing signs of stress as determined by the Landscape Architect are to be deep root fertilized, two injections per caliper inch per tree at 18" - 24" depth with Peter's 20/20/20 fertilizer or Landscape Architect approved equal. 17.Contractor is responsible for Landscape Architect approved equal. 17.Contractor is responsible for verifying and confirming all plant counts as supplied by the Landscape Architect with field conditions as constructed. Any discrepancies shall be reported to Landscape Architect for approval and direction. 18.Tree transplanting shall be performed by a suitable hydraulic tree spade, sized as necessary to perform the work. 19.Prior to commencement of any construction, all existing trees to remain shall receive tree protection fence at outer edge of dripline whenever possible. LANDSCAPE ARCHITECTURE WAGNER HODGSON © WHLA ALL RIGHTS RESERVED 2020 VT 802.864.0010 JOB NO. SCALE: DRAWN BY: DATE: wagnerhodgson.comNY518.567.1791 NO.DESCRIPTION DATE HILLSIDE @ O'BRIEN FARM EASTVIEW PHASE OLD FARM ROAD & KENNEDY DRIVE SOUTH BURLINGTON, VT 039 430 Warren Street Hudson, NY 12534 PLOT DATE: 1/19/2023 2:54 PM1 ACT 250 SUBMISSION 09.21.2022 2 CITY RE-SUBMITTAL 10.21.2022 3 01.20.2023CITY RE-SUBMITTAL 04.01.2022 CO / EB PLANTING PLAN 1"= 20' L108BSCALE OF FEET 20020 40 MATCHLINE - SEE SHEET L107MATCHLINE - SEE SHEET L112 MATCHLINE - SEE SHEET L113 MATCHLINE - SEE SHEET L113 MATCHLINE - SEE SHEET L108A MATCHLINE - SEE SHEET L108A MATCHLINE - SEE SHEET L109MATCHLINE - SEE SHEET L109FOR SEED MIXES REFER TO SHEET L300 PLANTING DETAILS MABEL W A Y O'BRIE N F A R M R D E AS T EA S T V I E W L A N E EASTVIE W L A N E PCG 412.0PCG 41 2.0 PCG 4 1 0. 0 PCG 40 7 . 5 PCG 41 2.0 PCG 4 1 1. 0 PCG 3 86.0 379 379 378 379 LAWN CONSERVATION L A W N L A W N SEE SHEET L202 FOR PLAYGROUND ENLARGEMENT PLANS WITH FURTHER DETAIL PLAYGROUND 1-AR 2-PG 3-PA 1-AR 2-AR 2-QR 1-QR 3-UA 1-UA 2-AFC 1-AFC 1-AS 2-AS 3-AS 1-PM 1-CV 1-AG 2-AG 3-PG 2-PS 1-PS 1-PA 1-PA 2-BN 4-QR 2-UA 2-QR 1-UA 1-GB 1-AFC 1-GB 3-AFC 3-NS 1-GB 1-NS 2-GT 2-GT 2-CO 2-AR 2-CO 1-CA 1-BN 2-AG 1-PM 1-CC 2-CV 1-CC 1-CV 1-AG 1-PM 1-CA 8-VD 13-POB 1-CA 6-CSF 1-PM 1-CC 1-PM 1-CC 1-CV 2-BN 1-CC 1-BN 1-AG 1-AG 1-CA 1-BN 1-CC 1-AG 1-CC 18-CAK 7-RA 18-CAK 7-RA 18-CAK 7-RA 18-CAK 1-UA 13-POB 1-CA 1-NS LIMIT OF PHASE I CONSTRUCTION TYPICAL UTILITY SCREENING BOULDER RETAINING WALL REINFORCED ACCESS DRIVE PER CIVIL SEATWALL 1-GT 1-GT 1-GT ADA ACCESSIBLE ROUTE SIDEWALK GRADE 5% OR LESS BITUMINOUS CONCRETE PER CIVIL CONCRETE WALK PER CIVIL CONCRETE WALK PER CIVIL PLANTING NOTES 1.All plant material in the plant schedule shall be nursery grown in accordance with ANSI in accordance with Z.60.1 Standards for measurement of nursery stock. 2.All plants shall be guaranteed by the Contractor for a period of one year from date of receipt of Provisional Acceptance of the completed installation by the Owner. 3.Replacement plantings will be required prior to Final Acceptance for any plants which are missing, not true to specifications, have died or are unhealthy or uncharacteristic of the species (due to excessive pruning, dieback or other reasons). 4.All plant materials shall be selected and tagged at the nursery by Landscape Architect. 5.The Landscape Architect's approval is required for any plant material substitutions. 6.The Contractor is responsible for immediately notifying the Landscape Architect if any plant quantity discrepancies exist between the planting plan and the plant list. 7.All shrubs and trees will be sprayed with the anti-desiccant "Wilt-Pruf" ( or approved equal) prior to the first Winter (no later that November 30). 8.The Landscape Contractor shall have the General Contractor locate all underground utilities in areas to be landscaped prior to commencing any excavation. Adjustments to tree locations will be allowed where utility conflicts are clearly a problem and with prior site approval by Landscape Architect. 9.All plant bed, shrub and tree location shall be staked in the field by Contractor for Landscape Architects approval prior to installation. 10.Adjustments to plant beds shall be approved by Landscape Architect. 11.General Contractor is responsible for all erosion control measures during construction. 12.All disturbed areas are to be topsoiled and seeded or sodded, as indicated in the planting plan. 13.Mulch shall consist of double-shredded hardwood mulch or approved equal and Contractor is responsible for providing samples of mulch to Landscape Architect. Mulch plant materials as shown on plan and details. 14.It is the intent of this contract to avoid any disturbance to existing trees or shrubs on site other than those specifically designated for transplant or removal. 15.Liquidated damages for trees damaged by construction operation shall be $500 per caliper inch. Shrubs shall be $100 each. 16.During construction, and until the end of warranty period, existing trees that are showing signs of stress as determined by the Landscape Architect are to be deep root fertilized, two injections per caliper inch per tree at 18" - 24" depth with Peter's 20/20/20 fertilizer or Landscape Architect approved equal. 17.Contractor is responsible for verifying and confirming all plant counts as supplied by the Landscape Architect with field conditions as constructed. Any discrepancies shall be reported to Landscape Architect for approval and direction. 18.Tree transplanting shall be performed by a suitable hydraulic tree spade, sized as necessary to perform the work. 19.Prior to commencement of any construction, all existing trees to remain shall receive tree protection fence at outer edge of dripline whenever possible. LANDSCAPE ARCHITECTURE WAGNER HODGSON © WHLA ALL RIGHTS RESERVED 2020 VT 802.864.0010 JOB NO. SCALE: DRAWN BY: DATE: wagnerhodgson.comNY518.567.1791 NO.DESCRIPTION DATE HILLSIDE @ O'BRIEN FARM EASTVIEW PHASE OLD FARM ROAD & KENNEDY DRIVE SOUTH BURLINGTON, VT 039 430 Warren Street Hudson, NY 12534 PLOT DATE: 1/19/2023 2:53 PM1 ACT 250 SUBMISSION 09.21.2022 2 CITY RE-SUBMITTAL 10.21.2022 3 01.20.2023CITY RE-SUBMITTAL 04.01.2022 CO / EB PLANTING PLAN 1"= 20' L109SCALE OF FEET 20020 40 MATCHLINE - SEE SHEET L108BMATCHLINE - SEE SHEET L113MATCHLINE - SEE SHEET L108AMATCHLINE - SEE SHEET L113 MATCHLINE - SEE SHEET L114 MATCHLINE - SEE SHEET L114 MATCHLINE - SEE SHEET L110MATCHLINE - SEE SHEET L110MATCHLINE - SEE SHEET L104B MATCHLINE - SEE SHEET L104B FOR SEED MIXES REFER TO SHEET L300 PLANTING DETAILS 4 ACT 250 RESUBMITTAL 01.20.23 KIMBALL AVENUECONSERVATION MIX CONSERVATION MIX CONSERVATION MIX 2-AR 1-AR 2-AFC 1-NS 2-AR 2-AFC 2-GT 1-QB 1-HV 1-QB 2-HV 1-BN 1-HV 2-HV 1-QB 1-HV 2-BN 1-HV 1-HV 1-IVJ 5-SP 3-VD 6-AMA 4-IV 1-IVJ 5-SP 3-IV 1-IVJ 3-AMA 3-VD 5-SP 3-IV 1-IVJ 6-AMA 3-VD 3-AMA 4-IV 1-IVJ 6-SP 3-VD 3-AMA 3-IV 1-IVJ 5-SP 3-IV 1-IVJ 5-AMA 5-SP 5-AMA 3-SP GRAVEL WETLAND SHRUB MIX BITUMINOUS CONCRETE PER CIVIL BITUMINOUS CONCRETE PER CIVIL BITUMINOUS CONCRETE PER CIVIL CONCRETE WALK PER CIVIL CONCRETE WALK PER CIVIL 10' CLEAR FOR MAINTENANCE ACCESS GRAVEL WETLAND SHRUB MIX 10' CLEAR FOR MAINTENANCE ACCESS 10' CLEAR FOR MAINTENANCE ACCESS PLANTING NOTES 1.All plant material in the plant schedule shall be nursery grown in accordance with ANSI in accordance with Z.60.1 Standards for measurement of nursery stock. 2.All plants shall be guaranteed by the Contractor for a period of one year from date of receipt of Provisional Acceptance of the completed installation by the Owner. 3.Replacement plantings will be required prior to Final Acceptance for any plants which are missing, not true to specifications, have died or are unhealthy or uncharacteristic of the species (due to excessive pruning, dieback or other reasons). 4.All plant materials shall be selected and tagged at the nursery by Landscape Architect. 5.The Landscape Architect's approval is required for any plant material substitutions. 6.The Contractor is responsible for immediately notifying the Landscape Architect if any plant quantity discrepancies exist between the planting plan and the plant list. 7.All shrubs and trees will be sprayed with the anti-desiccant "Wilt-Pruf" ( or approved equal) prior to the first Winter (no later that November 30). 8.The Landscape Contractor shall have the General Contractor locate all underground utilities in areas to be landscaped prior to commencing any excavation. Adjustments to tree locations will be allowed where utility conflicts are clearly a problem and with prior site approval by Landscape Architect. 9.All plant bed, shrub and tree location shall be staked in the field by Contractor for Landscape Architects approval prior to installation. 10.Adjustments to plant beds shall be approved by Landscape Architect. 11.General Contractor is responsible for all erosion control measures during construction. 12.All disturbed areas are to be topsoiled and seeded or sodded, as indicated in the planting plan. 13.Mulch shall consist of double-shredded hardwood mulch or approved equal and Contractor is responsible for providing samples of mulch to Landscape Architect. Mulch plant materials as shown on plan and details. 14.It is the intent of this contract to avoid any disturbance to existing trees or shrubs on site other than those specifically designated for transplant or removal. 15.Liquidated damages for trees damaged by construction operation shall be $500 per caliper inch. Shrubs shall be $100 each. 16.During construction, and until the end of warranty period, existing trees that are showing signs of stress as determined by the Landscape Architect are to be deep root fertilized, two injections per caliper inch per tree at 18" - 24" depth with Peter's 20/20/20 fertilizer or Landscape Architect approved equal. 17.Contractor is responsible for verifying and confirming all plant counts as supplied by the Landscape Architect with field conditions as constructed. Any discrepancies shall be reported to Landscape Architect for approval and direction. 18.Tree transplanting shall be performed by a suitable hydraulic tree spade, sized as necessary to perform the work. 19.Prior to commencement of any construction, all existing trees to remain shall receive tree protection fence at outer edge of dripline whenever possible. LANDSCAPE ARCHITECTURE WAGNER HODGSON © WHLA ALL RIGHTS RESERVED 2020 VT 802.864.0010 JOB NO. SCALE: DRAWN BY: DATE: wagnerhodgson.comNY518.567.1791 NO.DESCRIPTION DATE HILLSIDE @ O'BRIEN FARM EASTVIEW PHASE OLD FARM ROAD & KENNEDY DRIVE SOUTH BURLINGTON, VT 039 430 Warren Street Hudson, NY 12534 PLOT DATE: 2/1/2023 12:06 PM1 ACT 250 SUBMISSION 09.21.2022 2 CITY RE-SUBMITTAL 10.21.2022 3 01.20.2023CITY RE-SUBMITTAL 04.01.2022 CO / EB PLANTING PLAN 1"= 20' L110SCALE OF FEET 20020 40 MATCHLINE - SEE SHEET L109MATCHLINE - SEE SHEET L114 MATCHLINE - SEE SHEET L105 MATCHLINE - SEE SHEET L105 MATCHLINE - SEE SHEET L114 MATCHLINE - SEE SHEET L115 MATCHLINE - SEE SHEET L115MATCHLINE - SEE SHEET L109FOR SEED MIXES REFER TO SHEET L300 PLANTING DETAILS LIMIT OF PHASE I CONSTRUCTION POTASH ROAD 1 0 ' W ID E PAV EDMUL I T -U S E PA TH 12' STABLIZED GRASS L A W N L A W N CONSERVATION MIX7 COT 7 CA 7 LB 15 COT 15 CA 15 LB SEE SHEETS L203-L205 FOR ENLARGEMENT PLANS OF CIRCUIT TRAINING PATH WITH FURTHER DETAIL CONSERVATION MIX CONSERVATION MIX CONSERVATION MIX CONSERVATION MIX LAWN 3-PG 1-AG 2-PM 1-PA 1-QR 2-PM 3-CC 2-PS 1-CA 1-PA 1-PMW 1-QRW 1-PGW1-PGW 1-NSW 2-PG 2-PS 1-CO 1-AFC 1-AFC 2-UA 2-UA 2-QR 1-QR 1-NS 1-NS 2-GT 2-GT2-CO 2-CO 2-AR 3-AR 1-PS 1-PG 1-PG GRAVEL WETLAND SHRUB MIX 1-BN 3-PG 1-PS 1-NS LIMIT OF PHASE I CONSTRUCTION 1-CC 1-AG GRAVEL / STONE DUST PATH PER CIVIL BOULDER RETAINING WALL 1-CC 3-AG 2-CV 5-PA 1-AS 1-BN 2-CA 2-PS 1-AS 1-AR 3-PS 2-PM 1-PGW 1-NSW 3-PS 3-PG 3-PA 1-BN 1-BN 2-BN 1-AG 1-BN 2-AG 3-AG 1-AG 3-IV 1-IVJ 5-POG24-VB 7-CSF 1-IVJ 22-VB 5-POG 5-IV 5-POG 21-VB 7-CSF 6-POG 15-VB 2-IV 1-IVJ 22-VB 5-POG 1-QRW 3-IV 5-POG 2-IVJ 6-IV 1-IVJ 5-CSF7-CSF 1-PMW 1-ARW 2-QRW 1-PMW 1-PGW 1-QRW 1-PSW 1-ARW 1-PSW 1-QRW 4-IV 1-IVJ 1-PG 7-CSF 3-CSF 1-ARW 1-PGW GRAVEL WETLAND SHRUB MIX CONSERVATION MIX 1-AG BENCH, TYP. 34-VB 23-VB 1-AS 6-POG 1-IVJ GRAVEL / STONEDUST PATH PER CIVIL BITUMINOUS CONCRETE PER CIVIL BITUMINOUS CONCRETE PER CIVIL 5' WIDE MOWED STRIP ALONG BOTH SIDES OF PATH, TYP. 10' CLEAR FOR MAINTENANCE ACCESS 10' CLEAR FOR MAINTENANCE ACCESS 10' CLEAR FOR MAINTENANCE ACCESS 10' CLEAR FOR MAINTENANCE ACCESS PLANTING NOTES 1.All plant material in the plant schedule shall be nursery grown in accordance with ANSI in accordance with Z.60.1 Standards for measurement of nursery stock. 2.All plants shall be guaranteed by the Contractor for a period of one year from date of receipt of Provisional Acceptance of the completed installation by the Owner. 3.Replacement plantings will be required prior to Final Acceptance for any plants which are missing, not true to specifications, have died or are unhealthy or uncharacteristic of the species (due to excessive pruning, dieback or other reasons). 4.All plant materials shall be selected and tagged at the nursery by Landscape Architect. 5.The Landscape Architect's approval is required for any plant material substitutions. 6.The Contractor is responsible for immediately notifying the Landscape Architect if any plant quantity discrepancies exist between the planting plan and the plant list. 7.All shrubs and trees will be sprayed with the anti-desiccant "Wilt-Pruf" ( or approved equal) prior to the first Winter (no later that November 30). 8.The Landscape Contractor shall have the General Contractor locate all underground utilities in areas to be landscaped prior to commencing any excavation. Adjustments to tree locations will be allowed where utility conflicts are clearly a problem and with prior site approval by Landscape Architect. 9.All plant bed, shrub and tree location shall be staked in the field by Contractor for Landscape Architects approval prior to installation. 10.Adjustments to plant beds shall be approved by Landscape Architect. 11.General Contractor is responsible for all erosion control measures during construction. 12.All disturbed areas are to be topsoiled and seeded or sodded, as indicated in the planting plan. 13.Mulch shall consist of double-shredded hardwood mulch or approved equal and Contractor is responsible for providing samples of mulch to Landscape Architect. Mulch plant materials as shown on plan and details. 14.It is the intent of this contract to avoid any disturbance to existing trees or shrubs on site other than those specifically designated for transplant or removal. 15.Liquidated damages for trees damaged by construction operation shall be $500 per caliper inch. Shrubs shall be $100 each. 16.During construction, and until the end of warranty period, existing trees that are showing signs of stress as determined by the Landscape Architect are to be deep root fertilized, two injections per caliper inch per tree at 18" - 24" depth with Peter's 20/20/20 fertilizer or Landscape Architect approved equal. 17.Contractor is responsible for verifying and confirming all plant counts as supplied by the Landscape Architect with field conditions as constructed. Any discrepancies shall be reported to Landscape Architect for approval and direction. 18.Tree transplanting shall be performed by a suitable hydraulic tree spade, sized as necessary to perform the work. 19.Prior to commencement of any construction, all existing trees to remain shall receive tree protection fence at outer edge of dripline whenever possible. LANDSCAPE ARCHITECTURE WAGNER HODGSON © WHLA ALL RIGHTS RESERVED 2020 VT 802.864.0010 JOB NO. SCALE: DRAWN BY: DATE: wagnerhodgson.comNY518.567.1791 NO.DESCRIPTION DATE HILLSIDE @ O'BRIEN FARM EASTVIEW PHASE OLD FARM ROAD & KENNEDY DRIVE SOUTH BURLINGTON, VT 039 430 Warren Street Hudson, NY 12534 PLOT DATE: 2/1/2023 2:34 PM1 ACT 250 SUBMISSION 09.21.2022 2 CITY RE-SUBMITTAL 10.21.2022 3 01.20.2023CITY RE-SUBMITTAL 04.01.2022 CO / EB PLANTING PLAN 1"= 20' L111SCALE OF FEET 20020 40 MATCHLINE - SEE SHEET L106 MATCHLINE - SEE SHEET L116 MATCHLINE - SEE SHEET L116 MATCHLINE - SEE SHEET L112MATCHLINE - SEE SHEET L112MATCHLINE - SEE SHEET L106 MATCHLINE - SEE SHEET L107 MATCHLINE - SEE SHEET L107 FOR SEED MIXES REFER TO SHEET L300 PLANTING DETAILS U:\039 Obrien Hillside Phase II\WHLA\CAD\sheets\PLANTING PLANS L100-L114.dwg, 2/1/2023 2:34:47 PM, DWG To PDF.pc3 POTASH ROAD MIX CONSERVATION MIX CONSER V A T I O N MIX 9 COT 9 CAA 5 CSB 9 LB 9 COT 9 CAA 9 CSB 9 LB 9 COT 9 CA 9 LB 1-PS 1-CV 2-PA 1-PS 1-NS 1-PA 3-PG 3-PG 1-CC 2-AS 3-AG 1-UA 1-PA 1-QR 1-BN 1-PS 1-BN 1-CV 3-PG 1-AS 1-CO 1-AFC 2-GT3-GT 2-NS 3-QR 1-QR 2-UA 2-UA 2-AR 2-AR 2-CO 2-CO 1-GT 1-GT 1-NS 2-NS 5-CSB 7-AMI3-VD 3-HVG 5-VD 9-AMI 9-CSB 3-HVG 2-PS 3-PA 1-PSW 1-TCW 1-PMW 1-PSW 2-PGW 1-NSW 1-TCW 1-PMW 1-NSW 1-PMW 6-POG 9-POG 1-AFC TYPICAL UTILITY SCREENING 1-PMW 1-ARW 1-TCW 1-PSW 1-PSW 1-ARW 1-QRW 1-PMW BOULDER RETAINING WALL GRAVEL / STONEDUST PATH PER CIVIL BIKE PARKING BIKE PARKING BIKE PARKING CIRCUIT TRAINING STATION CIRCUIT TRAINING STATION CIRCUIT TRAINING STATION PLANTING NOTES 1.All plant material in the plant schedule shall be nursery grown in accordance with ANSI in accordance with Z.60.1 Standards for measurement of nursery stock. 2.All plants shall be guaranteed by the Contractor for a period of one year from date of receipt of Provisional Acceptance of the completed installation by the Owner. 3.Replacement plantings will be required prior to Final Acceptance for any plants which are missing, not true to specifications, have died or are unhealthy or uncharacteristic of the species (due to excessive pruning, dieback or other reasons). 4.All plant materials shall be selected and tagged at the nursery by Landscape Architect. 5.The Landscape Architect's approval is required for any plant material substitutions. 6.The Contractor is responsible for immediately notifying the Landscape Architect if any plant quantity discrepancies exist between the planting plan and the plant list. 7.All shrubs and trees will be sprayed with the anti-desiccant "Wilt-Pruf" ( or approved equal) prior to the first Winter (no later that November 30). 8.The Landscape Contractor shall have the General Contractor locate all underground utilities in areas to be landscaped prior to commencing any excavation. Adjustments to tree locations will be allowed where utility conflicts are clearly a problem and with prior site approval by Landscape Architect. 9.All plant bed, shrub and tree location shall be staked in the field by Contractor for Landscape Architects approval prior to installation. 10.Adjustments to plant beds shall be approved by Landscape Architect. 11.General Contractor is responsible for all erosion control measures during construction. 12.All disturbed areas are to be topsoiled and seeded or sodded, as indicated in the planting plan. 13.Mulch shall consist of double-shredded hardwood mulch or approved equal and Contractor is responsible for providing samples of mulch to Landscape Architect. Mulch plant materials as shown on plan and details. 14.It is the intent of this contract to avoid any disturbance to existing trees or shrubs on site other than those specifically designated for transplant or removal. 15.Liquidated damages for trees damaged by construction operation shall be $500 per caliper inch. Shrubs shall be $100 each. 16.During construction, and until the end of warranty period, existing trees that are showing signs of stress as determined by the Landscape Architect are to be deep root fertilized, two injections per caliper inch per tree at 18" - 24" depth with Peter's 20/20/20 fertilizer or Landscape Architect approved equal. 17.Contractor is responsible for verifying and confirming all plant counts as supplied by the Landscape Architect with field conditions as constructed. Any discrepancies shall be reported to Landscape Architect for approval and direction. 18.Tree transplanting shall be performed by a suitable hydraulic tree spade, sized as necessary to perform the work. 19.Prior to commencement of any construction, all existing trees to remain shall receive tree protection fence at outer edge of dripline whenever possible. LANDSCAPE ARCHITECTURE WAGNER HODGSON © WHLA ALL RIGHTS RESERVED 2020 VT 802.864.0010 JOB NO. SCALE: DRAWN BY: DATE: wagnerhodgson.comNY518.567.1791 NO.DESCRIPTION DATE HILLSIDE @ O'BRIEN FARM EASTVIEW PHASE OLD FARM ROAD & KENNEDY DRIVE SOUTH BURLINGTON, VT 039 430 Warren Street Hudson, NY 12534 PLOT DATE: 2/1/2023 2:36 PM1 ACT 250 SUBMISSION 09.21.2022 2 CITY RE-SUBMITTAL 10.21.2022 3 01.20.2023CITY RE-SUBMITTAL 04.01.2022 CO / EB PLANTING PLAN 1"= 20' L112 SCALE OF FEET 20020 40 MATCHLINE - SEE SHEET L111MATCHLINE - SEE SHEET L107 MATCHLINE - SEE SHEET L111MATCHLINE - SEE SHEET L116 MATCHLINE - SEE SHEET L117 MATCHLINE - SEE SHEET L117 MATCHLINE - SEE SHEET L107 MATCHLINE - SEE SHEET L108B MATCHLINE - SEE SHEET L108B MATCHLINE - SEE SHEET L113MATCHLINE - SEE SHEET L113FOR SEED MIXES REFER TO SHEET L300 PLANTING DETAILS LIMIT OF PHASE I CONSTRUCTION WETL A N D S E T B A C K CONSERVATION MIX CONSERVATION MIX LAWN U:\039 Obrien Hillside Phase II\WHLA\CAD\sheets\PLANTING PLANS L100-L114.dwg, 2/1/2023 2:36:52 PM, DWG To PDF.pc3 8' M I N 8' M I N 377 377 378 379 8' M I N 8' M I N 370 371 372 373 374 375 376 376 377 378 376 374 373 361363364 365 366 368 369 3603623676.7%359XXXX 369 + 77.4 + 76.7 + 74.2+ 71.47 + 71.55 + 71.65 1.3 % 5 %76.5 + 69.2 69.4 + 368 367 369 69.3 + 69.0+ 372 373 374 375 376 375 T.W. 74.2 + 5.4 % 370 + X X X X X X X X X X X X X X X X X X X X X X XXXXXXX X X X X X X X X X X X X X XXXXXXXX X X X X X X X X X XXXXXXXXXXXXX X X X X X X X X X X X XX XXXXXXXXXXXX X X X X X X 340 XXXXXXXXXAR C H A E O L O G I C A L B O U N D A R YWET L A N D S E T B A C K DOG PARK PLAYGROUND SEE SHEET L206 FOR ENLARGEMENT PLAN OF DOG PARK WITH FURTHER DETAIL SEE SHEET L202 FOR ENLARGEMENT PLANS PLAYGROUND WITH FURTHER DETAIL CONSERVATION MIX CONSERVATION MIX CONSERVATION MIX 1-AS1-NSW 1-BN 1-AS 3-NS 1-QR 2-AR 1-AG2-IVJ 5-POD 1-IVJ 3-IV 7-CSF7-CSF 7-POD 1-AG 1-IVJ 6-CSF 5-IV 3-POD 1-AG 5-POD 5-CSF 7-CSF 5-IV 1-IVJ 3-HVG 9-CSF 1-AG 6-POD 1-AG 3-CSF 1-BN 2-IVJ 9-IV 3-POD 5-CSF 1-BN 5-CSF 5-POD 2-HVG 6-CSF 1-IVJ 5-IV 1-BN 3-POD 6-IV 3-CSF GRAVEL WETLAND SHRUB MIX GRAVEL WETLAND SHRUB MIX 2-BN BIKE PARKING ADA ACCESSIBLE ROUTE-5% OR LESS 1:12 CONCRETE ADA RAMP W/ LANDINGS & HANDRAILS PER CIVIL BITUMINOUS CONCRETE PER CIVIL CONCRETE WALK PER CIVIL STAIR AND HANDRAIL PER CIVIL GRAVEL / STONEDUST PATH PER CIVIL 10' CLEAR FOR MAINTENANCE ACCESS 10' CLEAR FOR MAINTENANCE ACCESS 10' CLEAR FOR MAINTENANCE ACCESS 10' CLEAR FOR MAINTENANCE ACCESS CONCRETE WALK PER CIVIL ADA ENTRY AREA ADA STONEDUST AREA PLANTING NOTES 1.All plant material in the plant schedule shall be nursery grown in accordance with ANSI in accordance with Z.60.1 Standards for measurement of nursery stock. 2.All plants shall be guaranteed by the Contractor for a period of one year from date of receipt of Provisional Acceptance of the completed installation by the Owner. 3.Replacement plantings will be required prior to Final Acceptance for any plants which are missing, not true to specifications, have died or are unhealthy or uncharacteristic of the species (due to excessive pruning, dieback or other reasons). 4.All plant materials shall be selected and tagged at the nursery by Landscape Architect. 5.The Landscape Architect's approval is required for any plant material substitutions. 6.The Contractor is responsible for immediately notifying the Landscape Architect if any plant quantity discrepancies exist between the planting plan and the plant list. 7.All shrubs and trees will be sprayed with the anti-desiccant "Wilt-Pruf" ( or approved equal) prior to the first Winter (no later that November 30). 8.The Landscape Contractor shall have the General Contractor locate all underground utilities in areas to be landscaped prior to commencing any excavation. Adjustments to tree locations will be allowed where utility conflicts are clearly a problem and with prior site approval by Landscape Architect. 9.All plant bed, shrub and tree location shall be staked in the field by Contractor for Landscape Architects approval prior to installation. 10.Adjustments to plant beds shall be approved by Landscape Architect. 11.General Contractor is responsible for all erosion control measures during construction. 12.All disturbed areas are to be topsoiled and seeded or sodded, as indicated in the planting plan. 13.Mulch shall consist of double-shredded hardwood mulch or approved equal and Contractor is responsible for providing samples of mulch to Landscape Architect. Mulch plant materials as shown on plan and details. 14.It is the intent of this contract to avoid any disturbance to existing trees or shrubs on site other than those specifically designated for transplant or removal. 15.Liquidated damages for trees damaged by construction operation shall be $500 per caliper inch. Shrubs shall be $100 each. 16.During construction, and until the end of warranty period, existing trees that are showing signs of stress as determined by the Landscape Architect are to be deep root fertilized, two injections per caliper inch per tree at 18" - 24" depth with Peter's 20/20/20 fertilizer or Landscape Architect approved equal. 17.Contractor is responsible for verifying and confirming all plant counts as supplied by the Landscape Architect with field conditions as constructed. Any discrepancies shall be reported to Landscape Architect for approval and direction. 18.Tree transplanting shall be performed by a suitable hydraulic tree spade, sized as necessary to perform the work. 19.Prior to commencement of any construction, all existing trees to remain shall receive tree protection fence at outer edge of dripline whenever possible. LANDSCAPE ARCHITECTURE WAGNER HODGSON © WHLA ALL RIGHTS RESERVED 2020 VT 802.864.0010 JOB NO. SCALE: DRAWN BY: DATE: wagnerhodgson.comNY518.567.1791 NO.DESCRIPTION DATE HILLSIDE @ O'BRIEN FARM EASTVIEW PHASE OLD FARM ROAD & KENNEDY DRIVE SOUTH BURLINGTON, VT 039 430 Warren Street Hudson, NY 12534 PLOT DATE: 2/1/2023 2:39 PM1 ACT 250 SUBMISSION 09.21.2022 2 CITY RE-SUBMITTAL 10.21.2022 3 01.20.2023CITY RE-SUBMITTAL 04.01.2022 CO / EB PLANTING PLAN 1"= 20' L113 SCALE OF FEET 20020 40 MATCHLINE - SEE SHEET L117 MATCHLINE - SEE SHEET L108B MATCHLINE - SEE SHEET L117 MATCHLINE - SEE SHEET L118 MATCHLINE - SEE SHEET L118MATCHLINE - SEE SHEET L112MATCHLINE - SEE SHEET L108B MATCHLINE - SEE SHEET L109 MATCHLINE - SEE SHEET L109 MATCHLINE - SEE SHEET L114MATCHLINE - SEE SHEET L114MATCHLINE - SEE SHEET L112FOR SEED MIXES REFER TO SHEET L300 PLANTING DETAILS LIMIT OF PHASE I CONSTRUCTION 4 ACT 250 RESUBMITTAL 01.20.23 U:\039 Obrien Hillside Phase II\WHLA\CAD\sheets\PLANTING PLANS L100-L114.dwg, 2/1/2023 2:39:38 PM, DWG To PDF.pc3 K I M B A L L A V E N U E333334343339 335336 337 338 12 % 340 341 342 8.6%3443453463473483493503513523533543553563573586.7% 343 342342 341 340 XXXXXXX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XXXXXXX5'CONSERVATION MIX ARCHAEOLOGICAL BOUNDARY DOG PARK SEE SHEET L206 FOR ENLARGEMENT PLAN OF DOG PARK WITH FURTHER DETAIL 2-PA 1-QR 1-AS 1-QR 1-PG 2-PS 1-AR LIMIT OF PHASE I CONSTRUCTION CONCRETE WALK PER CIVIL BITUMINOUS CONCRETE PER CIVIL CONCRETE WALK PER CIVIL ADA STONEDUST ENTRY AREA PLANTING NOTES 1.All plant material in the plant schedule shall be nursery grown in accordance with ANSI in accordance with Z.60.1 Standards for measurement of nursery stock. 2.All plants shall be guaranteed by the Contractor for a period of one year from date of receipt of Provisional Acceptance of the completed installation by the Owner. 3.Replacement plantings will be required prior to Final Acceptance for any plants which are missing, not true to specifications, have died or are unhealthy or uncharacteristic of the species (due to excessive pruning, dieback or other reasons). 4.All plant materials shall be selected and tagged at the nursery by Landscape Architect. 5.The Landscape Architect's approval is required for any plant material substitutions. 6.The Contractor is responsible for immediately notifying the Landscape Architect if any plant quantity discrepancies exist between the planting plan and the plant list. 7.All shrubs and trees will be sprayed with the anti-desiccant "Wilt-Pruf" ( or approved equal) prior to the first Winter (no later that November 30). 8.The Landscape Contractor shall have the General Contractor locate all underground utilities in areas to be landscaped prior to commencing any excavation. Adjustments to tree locations will be allowed where utility conflicts are clearly a problem and with prior site approval by Landscape Architect. 9.All plant bed, shrub and tree location shall be staked in the field by Contractor for Landscape Architects approval prior to installation. 10.Adjustments to plant beds shall be approved by Landscape Architect. 11.General Contractor is responsible for all erosion control measures during construction. 12.All disturbed areas are to be topsoiled and seeded or sodded, as indicated in the planting plan. 13.Mulch shall consist of double-shredded hardwood mulch or approved equal and Contractor is responsible for providing samples of mulch to Landscape Architect. Mulch plant materials as shown on plan and details. 14.It is the intent of this contract to avoid any disturbance to existing trees or shrubs on site other than those specifically designated for transplant or removal. 15.Liquidated damages for trees damaged by construction operation shall be $500 per caliper inch. Shrubs shall be $100 each. 16.During construction, and until the end of warranty period, existing trees that are showing signs of stress as determined by the Landscape Architect are to be deep root fertilized, two injections per caliper inch per tree at 18" - 24" depth with Peter's 20/20/20 fertilizer or Landscape Architect approved equal. 17.Contractor is responsible for verifying and confirming all plant counts as supplied by the Landscape Architect with field conditions as constructed. Any discrepancies shall be reported to Landscape Architect for approval and direction. 18.Tree transplanting shall be performed by a suitable hydraulic tree spade, sized as necessary to perform the work. 19.Prior to commencement of any construction, all existing trees to remain shall receive tree protection fence at outer edge of dripline whenever possible. LANDSCAPE ARCHITECTURE WAGNER HODGSON © WHLA ALL RIGHTS RESERVED 2020 VT 802.864.0010 JOB NO. SCALE: DRAWN BY: DATE: wagnerhodgson.comNY518.567.1791 NO.DESCRIPTION DATE HILLSIDE @ O'BRIEN FARM EASTVIEW PHASE OLD FARM ROAD & KENNEDY DRIVE SOUTH BURLINGTON, VT 039 430 Warren Street Hudson, NY 12534 PLOT DATE: 2/1/2023 2:39 PM1 ACT 250 SUBMISSION 09.21.2022 2 CITY RE-SUBMITTAL 10.21.2022 3 01.20.2023CITY RE-SUBMITTAL 04.01.2022 CO / EB PLANTING PLAN 1"= 20' L114 SCALE OF FEET 20020 40 MATCHLINE - SEE SHEET L113MATCHLINE - SEE SHEET L118 MATCHLINE - SEE SHEET L109 MATCHLINE - SEE SHEET L113MATCHLINE - SEE SHEET L109 MATCHLINE - SEE SHEET L110 MATCHLINE - SEE SHEET L110 MATCHLINE - SEE SHEET L115MATCHLINE - SEE SHEET L115FOR SEED MIXES REFER TO SHEET L300 PLANTING DETAILS 4 ACT 250 RESUBMITTAL 01.20.23 U:\039 Obrien Hillside Phase II\WHLA\CAD\sheets\PLANTING PLANS L100-L114.dwg, 2/1/2023 2:38:59 PM, DWG To PDF.pc3 K I M B A L L A V E N U E K I M B A L L A V E N U E PLANTING NOTES 1.All plant material in the plant schedule shall be nursery grown in accordance with ANSI in accordance with Z.60.1 Standards for measurement of nursery stock. 2.All plants shall be guaranteed by the Contractor for a period of one year from date of receipt of Provisional Acceptance of the completed installation by the Owner. 3.Replacement plantings will be required prior to Final Acceptance for any plants which are missing, not true to specifications, have died or are unhealthy or uncharacteristic of the species (due to excessive pruning, dieback or other reasons). 4.All plant materials shall be selected and tagged at the nursery by Landscape Architect. 5.The Landscape Architect's approval is required for any plant material substitutions. 6.The Contractor is responsible for immediately notifying the Landscape Architect if any plant quantity discrepancies exist between the planting plan and the plant list. 7.All shrubs and trees will be sprayed with the anti-desiccant "Wilt-Pruf" ( or approved equal) prior to the first Winter (no later that November 30). 8.The Landscape Contractor shall have the General Contractor locate all underground utilities in areas to be landscaped prior to commencing any excavation. Adjustments to tree locations will be allowed where utility conflicts are clearly a problem and with prior site approval by Landscape Architect. 9.All plant bed, shrub and tree location shall be staked in the field by Contractor for Landscape Architects approval prior to installation. 10.Adjustments to plant beds shall be approved by Landscape Architect. 11.General Contractor is responsible for all erosion control measures during construction. 12.All disturbed areas are to be topsoiled and seeded or sodded, as indicated in the planting plan. 13.Mulch shall consist of double-shredded hardwood mulch or approved equal and Contractor is responsible for providing samples of mulch to Landscape Architect. Mulch plant materials as shown on plan and details. 14.It is the intent of this contract to avoid any disturbance to existing trees or shrubs on site other than those specifically designated for transplant or removal. 15.Liquidated damages for trees damaged by construction operation shall be $500 per caliper inch. Shrubs shall be $100 each. 16.During construction, and until the end of warranty period, existing trees that are showing signs of stress as determined by the Landscape Architect are to be deep root fertilized, two injections per caliper inch per tree at 18" - 24" depth with Peter's 20/20/20 fertilizer or Landscape Architect approved equal. 17.Contractor is responsible for verifying and confirming all plant counts as supplied by the Landscape Architect with field conditions as constructed. Any discrepancies shall be reported to Landscape Architect for approval and direction. 18.Tree transplanting shall be performed by a suitable hydraulic tree spade, sized as necessary to perform the work. 19.Prior to commencement of any construction, all existing trees to remain shall receive tree protection fence at outer edge of dripline whenever possible. LANDSCAPE ARCHITECTURE WAGNER HODGSON © WHLA ALL RIGHTS RESERVED 2020 VT 802.864.0010 JOB NO. SCALE: DRAWN BY: DATE: wagnerhodgson.comNY518.567.1791 NO.DESCRIPTION DATE HILLSIDE @ O'BRIEN FARM EASTVIEW PHASE OLD FARM ROAD & KENNEDY DRIVE SOUTH BURLINGTON, VT 039 430 Warren Street Hudson, NY 12534 PLOT DATE: 1/20/2023 12:40 PM1 ACT 250 SUBMISSION 09.21.2022 2 CITY RE-SUBMITTAL 10.21.2022 01.20.2023CITY RE-SUBMITTAL 04.01.2022 CO / EB 3 PLANTING PLAN 1"= 20' CO 04.01.2022 L115SCALE OF FEET 20020 40 MATCHLINE - SEE SHEET L114MATCHLINE - SEE SHEET L110 MATCHLINE - SEE SHEET L114MATCHLINE - SEE SHEET L110 2-AG 1-AG 3-PM 3-CA 2-BN 1-CC 3-PG 3-PS 1-PA 1-PA 2-PG 2-PS 1-AG 1-PS 2-PA 2-CA MOWN PATH 5' 12' WIDE STABILIZED MAINTENANCE DRIVE 4' 12' 5' WIDE MOWED STRIP ALONG BOTH SIDES OF PATH, TYPICAL STONEDUST FITNESS TRAIL, SEE CIVIL DRAWINGS PLANTING NOTES 1.All plant material in the plant schedule shall be nursery grown in accordance with ANSI in accordance with Z.60.1 Standards for measurement of nursery stock. 2.All plants shall be guaranteed by the Contractor for a period of one year from date of receipt of Provisional Acceptance of the completed installation by the Owner. 3.Replacement plantings will be required prior to Final Acceptance for any plants which are missing, not true to specifications, have died or are unhealthy or uncharacteristic of the species (due to excessive pruning, dieback or other reasons). 4.All plant materials shall be selected and tagged at the nursery by Landscape Architect. 5.The Landscape Architect's approval is required for any plant material substitutions. 6.The Contractor is responsible for immediately notifying the Landscape Architect if any plant quantity discrepancies exist between the planting plan and the plant list. 7.All shrubs and trees will be sprayed with the anti-desiccant "Wilt-Pruf" ( or approved equal) prior to the first Winter (no later that November 30). 8.The Landscape Contractor shall have the General Contractor locate all underground utilities in areas to be landscaped prior to commencing any excavation. Adjustments to tree locations will be allowed where utility conflicts are clearly a problem and with prior site approval by Landscape Architect. 9.All plant bed, shrub and tree location shall be staked in the field by Contractor for Landscape Architects approval prior to installation. 10.Adjustments to plant beds shall be approved by Landscape Architect. 11.General Contractor is responsible for all erosion control measures during construction. 12.All disturbed areas are to be topsoiled and seeded or sodded, as indicated in the planting plan. 13.Mulch shall consist of double-shredded hardwood mulch or approved equal and Contractor is responsible for providing samples of mulch to Landscape Architect. Mulch plant materials as shown on plan and details. 14.It is the intent of this contract to avoid any disturbance to existing trees or shrubs on site other than those specifically designated for transplant or removal. 15.Liquidated damages for trees damaged by construction operation shall be $500 per caliper inch. Shrubs shall be $100 each. 16.During construction, and until the end of warranty period, existing trees that are showing signs of stress as determined by the Landscape Architect are to be deep root fertilized, two injections per caliper inch per tree at 18" - 24" depth with Peter's 20/20/20 fertilizer or Landscape Architect approved equal. 17.Contractor is responsible for verifying and confirming all plant counts as supplied by the Landscape Architect with field conditions as constructed. Any discrepancies shall be reported to Landscape Architect for approval and direction. 18.Tree transplanting shall be performed by a suitable hydraulic tree spade, sized as necessary to perform the work. 19.Prior to commencement of any construction, all existing trees to remain shall receive tree protection fence at outer edge of dripline whenever possible. LANDSCAPE ARCHITECTURE WAGNER HODGSON © WHLA ALL RIGHTS RESERVED 2020 VT 802.864.0010 JOB NO. SCALE: DRAWN BY: DATE: wagnerhodgson.comNY518.567.1791 NO.DESCRIPTION DATE HILLSIDE @ O'BRIEN FARM EASTVIEW PHASE OLD FARM ROAD & KENNEDY DRIVE SOUTH BURLINGTON, VT 039 430 Warren Street Hudson, NY 12534 PLOT DATE: 2/1/2023 11:49 AM1 ACT 250 SUBMISSION 09.21.2022 2 CITY RE-SUBMITTAL 10.21.2022 01.20.2023CITY RE-SUBMITTAL 04.01.2022 CO / EB 3 PLANTING PLAN 1"= 20' CO 04.01.2022 L116SCALE OF FEET 20020 40 MATCHLINE - SEE SHEET L117MATCHLINE - SEE SHEET L119 MATCHLINE - SEE SHEET L111 MATCHLINE - SEE SHEET L119 MATCHLINE - SEE SHEET L117MATCHLINE - SEE SHEET L111 MATCHLINE - SEE SHEET L112 MATCHLINE - SEE SHEET L112 CRUSHED STONE CIRCUIT TRAINING PATH 1-NS 1-NS 2-UA 1-UA 1-AFC PO T A SH RO AD 2-QRTYPICAL UTILITY SCREENING CONSERVATION MIX CONSERVATION MIX L302 1 2-QR BITUMINOUS CONCRETE PATH PER CIVIL CONCRETE WALK PER CIVIL PLANTING NOTES 1.All plant material in the plant schedule shall be nursery grown in accordance with ANSI in accordance with Z.60.1 Standards for measurement of nursery stock. 2.All plants shall be guaranteed by the Contractor for a period of one year from date of receipt of Provisional Acceptance of the completed installation by the Owner. 3.Replacement plantings will be required prior to Final Acceptance for any plants which are missing, not true to specifications, have died or are unhealthy or uncharacteristic of the species (due to excessive pruning, dieback or other reasons). 4.All plant materials shall be selected and tagged at the nursery by Landscape Architect. 5.The Landscape Architect's approval is required for any plant material substitutions. 6.The Contractor is responsible for immediately notifying the Landscape Architect if any plant quantity discrepancies exist between the planting plan and the plant list. 7.All shrubs and trees will be sprayed with the anti-desiccant "Wilt-Pruf" ( or approved equal) prior to the first Winter (no later that November 30). 8.The Landscape Contractor shall have the General Contractor locate all underground utilities in areas to be landscaped prior to commencing any excavation. Adjustments to tree locations will be allowed where utility conflicts are clearly a problem and with prior site approval by Landscape Architect. 9.All plant bed, shrub and tree location shall be staked in the field by Contractor for Landscape Architects approval prior to installation. 10.Adjustments to plant beds shall be approved by Landscape Architect. 11.General Contractor is responsible for all erosion control measures during construction. 12.All disturbed areas are to be topsoiled and seeded or sodded, as indicated in the planting plan. 13.Mulch shall consist of double-shredded hardwood mulch or approved equal and Contractor is responsible for providing samples of mulch to Landscape Architect. Mulch plant materials as shown on plan and details. 14.It is the intent of this contract to avoid any disturbance to existing trees or shrubs on site other than those specifically designated for transplant or removal. 15.Liquidated damages for trees damaged by construction operation shall be $500 per caliper inch. Shrubs shall be $100 each. 16.During construction, and until the end of warranty period, existing trees that are showing signs of stress as determined by the Landscape Architect are to be deep root fertilized, two injections per caliper inch per tree at 18" - 24" depth with Peter's 20/20/20 fertilizer or Landscape Architect approved equal. 17.Contractor is responsible for verifying and confirming all plant counts as supplied by the Landscape Architect with field conditions as constructed. Any discrepancies shall be reported to Landscape Architect for approval and direction. 18.Tree transplanting shall be performed by a suitable hydraulic tree spade, sized as necessary to perform the work. 19.Prior to commencement of any construction, all existing trees to remain shall receive tree protection fence at outer edge of dripline whenever possible. LANDSCAPE ARCHITECTURE WAGNER HODGSON © WHLA ALL RIGHTS RESERVED 2020 VT 802.864.0010 JOB NO. SCALE: DRAWN BY: DATE: wagnerhodgson.comNY518.567.1791 NO.DESCRIPTION DATE HILLSIDE @ O'BRIEN FARM EASTVIEW PHASE OLD FARM ROAD & KENNEDY DRIVE SOUTH BURLINGTON, VT 039 430 Warren Street Hudson, NY 12534 PLOT DATE: 1/19/2023 2:56 PM1 ACT 250 SUBMISSION 09.21.2022 2 CITY RE-SUBMITTAL 10.21.2022 01.20.2023CITY RE-SUBMITTAL 04.01.2022 CO / EB 3 PLANTING PLAN 1"= 20' L117SCALE OF FEET 20020 40 MATCHLINE - SEE SHEET L116MATCHLINE - SEE SHEET L119 MATCHLINE - SEE SHEET L112 MATCHLINE - SEE SHEET L119 MATCHLINE - SEE SHEET L120 MATCHLINE - SEE SHEET L120MATCHLINE - SEE SHEET L116MATCHLINE - SEE SHEET L112 MATCHLINE - SEE SHEET L113 MATCHLINE - SEE SHEET L113 MATCHLINE - SEE SHEET L119MATCHLINE - SEE SHEET L119FOR SEED MIXES REFER TO SHEET L300 PLANTING DETAILS 1-AFC 1-CO 2-QR 1-GT 2-CO 2-HV 5-AMA 7-SP 1-IVJ1-QB 7-IV 6-AMA 5-IV 1-IVJ P O T A S H R O A D 3-GT 1-AFC 1-AFC 3-QR TYPICAL UTILITY SCREENING GRAVEL WETLAND 12' ST A B I L I Z E D G R A S S A C C E S S D R I V E L302 1 10' CLEAR FOR MAINTENANCE ACCESS CONSERVATION MIX BITUMINOUS CONCRETE PATH PER CIVIL CONCRETE WALK PER CIVIL PLANTING NOTES 1.All plant material in the plant schedule shall be nursery grown in accordance with ANSI in accordance with Z.60.1 Standards for measurement of nursery stock. 2.All plants shall be guaranteed by the Contractor for a period of one year from date of receipt of Provisional Acceptance of the completed installation by the Owner. 3.Replacement plantings will be required prior to Final Acceptance for any plants which are missing, not true to specifications, have died or are unhealthy or uncharacteristic of the species (due to excessive pruning, dieback or other reasons). 4.All plant materials shall be selected and tagged at the nursery by Landscape Architect. 5.The Landscape Architect's approval is required for any plant material substitutions. 6.The Contractor is responsible for immediately notifying the Landscape Architect if any plant quantity discrepancies exist between the planting plan and the plant list. 7.All shrubs and trees will be sprayed with the anti-desiccant "Wilt-Pruf" ( or approved equal) prior to the first Winter (no later that November 30). 8.The Landscape Contractor shall have the General Contractor locate all underground utilities in areas to be landscaped prior to commencing any excavation. Adjustments to tree locations will be allowed where utility conflicts are clearly a problem and with prior site approval by Landscape Architect. 9.All plant bed, shrub and tree location shall be staked in the field by Contractor for Landscape Architects approval prior to installation. 10.Adjustments to plant beds shall be approved by Landscape Architect. 11.General Contractor is responsible for all erosion control measures during construction. 12.All disturbed areas are to be topsoiled and seeded or sodded, as indicated in the planting plan. 13.Mulch shall consist of double-shredded hardwood mulch or approved equal and Contractor is responsible for providing samples of mulch to Landscape Architect. Mulch plant materials as shown on plan and details. 14.It is the intent of this contract to avoid any disturbance to existing trees or shrubs on site other than those specifically designated for transplant or removal. 15.Liquidated damages for trees damaged by construction operation shall be $500 per caliper inch. Shrubs shall be $100 each. 16.During construction, and until the end of warranty period, existing trees that are showing signs of stress as determined by the Landscape Architect are to be deep root fertilized, two injections per caliper inch per tree at 18" - 24" depth with Peter's 20/20/20 fertilizer or Landscape Architect approved equal. 17.Contractor is responsible for verifying and confirming all plant counts as supplied by the Landscape Architect with field conditions as constructed. Any discrepancies shall be reported to Landscape Architect for approval and direction. 18.Tree transplanting shall be performed by a suitable hydraulic tree spade, sized as necessary to perform the work. 19.Prior to commencement of any construction, all existing trees to remain shall receive tree protection fence at outer edge of dripline whenever possible. LANDSCAPE ARCHITECTURE WAGNER HODGSON © WHLA ALL RIGHTS RESERVED 2020 VT 802.864.0010 JOB NO. SCALE: DRAWN BY: DATE: wagnerhodgson.comNY518.567.1791 NO.DESCRIPTION DATE HILLSIDE @ O'BRIEN FARM EASTVIEW PHASE OLD FARM ROAD & KENNEDY DRIVE SOUTH BURLINGTON, VT 039 430 Warren Street Hudson, NY 12534 PLOT DATE: 2/1/2023 11:47 AM1 ACT 250 SUBMISSION 09.21.2022 2 CITY RE-SUBMITTAL 10.21.2022 01.20.2023CITY RE-SUBMITTAL 04.01.2022 CO / EB 3 PLANTING PLAN 1"= 20' CO L118SCALE OF FEET 20020 40 MATCHLINE - SEE SHEET L117MATCHLINE - SEE SHEET L120 MATCHLINE - SEE SHEET L113 MATCHLINE - SEE SHEET L120MATCHLINE - SEE SHEET L117MATCHLINE - SEE SHEET L113 MATCHLINE - SEE SHEET L114 MATCHLINE - SEE SHEET L114 FOR SEED MIXES REFER TO SHEET L300 PLANTING DETAILS CONSERVATION MIX 2-CV 1-PS 2-AG 1-PA 3-BN 2-PA 1-CC 2-CC 1-BN 3-PM 1-CA 1-BN 1-CV 1-AS 2-PG 2-PS 1-PS 1-PA 1-PA 2-PG 1-PS 5-AMA 3-BN 7-CSF 1-IVJ1-HV6-IV 5-AMA5-CSF 1-BN 5-CSF 7-AMA 2-HV5-IV 5-CSF 2-IVJ 5-AMA 2-IVJ 5-IV 1-AG GRAVEL WETLANDGRAVEL WETLAND SHRUB MIX GRAVEL WETLAND SHRUB MIX CONSERVATION MIX CONSERVATION MIX CONSERVATION MIX CONSERVATION MIX 1-AG1-BN 7-AMA 6-IV 7-CSF 5-AMA 2-HV 1-HV 6-SP 10' CLEAR FOR MAINTENANCE ACCESS 10' CLEAR FOR MAINTENANCE ACCESS 10' CLEAR FOR MAINTENANCE ACCESS 1-IVJ 4-IV 5-AMA5' WIDE MOWED STRIP ALONG BOTH SIDES OF PATH, TYPICAL 12' WIDE STABILIZED GRASS MAINTENANCE DRIVE, SEE CIVIL DWGS STONEDUST FITNESS TRAIL, SEE CIVIL DRAWINGS CIRCUIT TRAINING STATIONBIKE PARKING PLANTING NOTES 1.All plant material in the plant schedule shall be nursery grown in accordance with ANSI in accordance with Z.60.1 Standards for measurement of nursery stock. 2.All plants shall be guaranteed by the Contractor for a period of one year from date of receipt of Provisional Acceptance of the completed installation by the Owner. 3.Replacement plantings will be required prior to Final Acceptance for any plants which are missing, not true to specifications, have died or are unhealthy or uncharacteristic of the species (due to excessive pruning, dieback or other reasons). 4.All plant materials shall be selected and tagged at the nursery by Landscape Architect. 5.The Landscape Architect's approval is required for any plant material substitutions. 6.The Contractor is responsible for immediately notifying the Landscape Architect if any plant quantity discrepancies exist between the planting plan and the plant list. 7.All shrubs and trees will be sprayed with the anti-desiccant "Wilt-Pruf" ( or approved equal) prior to the first Winter (no later that November 30). 8.The Landscape Contractor shall have the General Contractor locate all underground utilities in areas to be landscaped prior to commencing any excavation. Adjustments to tree locations will be allowed where utility conflicts are clearly a problem and with prior site approval by Landscape Architect. 9.All plant bed, shrub and tree location shall be staked in the field by Contractor for Landscape Architects approval prior to installation. 10.Adjustments to plant beds shall be approved by Landscape Architect. 11.General Contractor is responsible for all erosion control measures during construction. 12.All disturbed areas are to be topsoiled and seeded or sodded, as indicated in the planting plan. 13.Mulch shall consist of double-shredded hardwood mulch or approved equal and Contractor is responsible for providing samples of mulch to Landscape Architect. Mulch plant materials as shown on plan and details. 14.It is the intent of this contract to avoid any disturbance to existing trees or shrubs on site other than those specifically designated for transplant or removal. 15.Liquidated damages for trees damaged by construction operation shall be $500 per caliper inch. Shrubs shall be $100 each. 16.During construction, and until the end of warranty period, existing trees that are showing signs of stress as determined by the Landscape Architect are to be deep root fertilized, two injections per caliper inch per tree at 18" - 24" depth with Peter's 20/20/20 fertilizer or Landscape Architect approved equal. 17.Contractor is responsible for verifying and confirming all plant counts as supplied by the Landscape Architect with field conditions as constructed. Any discrepancies shall be reported to Landscape Architect for approval and direction. 18.Tree transplanting shall be performed by a suitable hydraulic tree spade, sized as necessary to perform the work. 19.Prior to commencement of any construction, all existing trees to remain shall receive tree protection fence at outer edge of dripline whenever possible. LANDSCAPE ARCHITECTURE WAGNER HODGSON © WHLA ALL RIGHTS RESERVED 2020 VT 802.864.0010 JOB NO. SCALE: DRAWN BY: DATE: wagnerhodgson.comNY518.567.1791 NO.DESCRIPTION DATE HILLSIDE @ O'BRIEN FARM EASTVIEW PHASE OLD FARM ROAD & KENNEDY DRIVE SOUTH BURLINGTON, VT 039 430 Warren Street Hudson, NY 12534 PLOT DATE: 2/1/2023 11:50 AM1 ACT 250 SUBMISSION 09.21.2022 2 CITY RE-SUBMITTAL 10.21.2022 01.20.2023CITY RE-SUBMITTAL 04.01.2022 CO / EB 3 PLANTING PLAN 1"= 20' CO L119SCALE OF FEET 20020 40 MATCHLINE - SEE SHEET L116 MATCHLINE - SEE SHEET L116 MATCHLINE - SEE SHEET L117 MATCHLINE - SEE SHEET L117 MATCHLINE - SEE SHEET L120MATCHLINE - SEE SHEET L120FOR SEED MIXES REFER TO SHEET L300 PLANTING DETAILS SEE SHEETS L203-L205 FOR ENLARGEMENT PLANS OF CIRCUIT TRAINING TRAIL K I M B A L L A V E N U E1-AS 1-PS 1-CA 2-CA 1-PG 1-PM 3-BN 3-PA 3-PG 2-AG 1-CV 2-PM 1-CV 1-PS 3-BN 1-QB 6-AMA 2-IVJ 1-QB 9-AMA 3-BN 1-IVJ 9-SP 3-IV 3-IV 5-AMA 3-SP 1-IVJ 1-HV 7-SP 3-AMA 1-IVJ 5-AMA1-QB 5-IV 5-SP 2-BN 7-AMA 7-SP 1-IVJ 2-HV K I M B A L L A V E N U EBIKE PARKING, TYP. CIRCUIT TRAINING STATION GRAVEL WETLAND GRAVEL WETLAND SHRUB MIX GRAVEL WETLAND SHRUB MIX CONSERVATION MIX CONSERVATION MIX CONSERVATION MIX 1-PS 2-CC 1-PS 5-IV 7-SP 10' CLEAR FOR MAINTENANCE ACCESS 10' CLEAR FOR MAINTENANCE ACCESS 5' WIDE MOWED STRIP ALONG BOTH SIDES OF PATH, TYPICAL 6-SP 3-IV 5-AMA3-IV STONEDUST FITNESS TRAIL, SEE CIVIL DRAWINGS CIRCUIT TRAINING STATION BIKE PARKING 10' CLEAR FOR MAINTENANCE ACCESS PLANTING NOTES 1.All plant material in the plant schedule shall be nursery grown in accordance with ANSI in accordance with Z.60.1 Standards for measurement of nursery stock. 2.All plants shall be guaranteed by the Contractor for a period of one year from date of receipt of Provisional Acceptance of the completed installation by the Owner. 3.Replacement plantings will be required prior to Final Acceptance for any plants which are missing, not true to specifications, have died or are unhealthy or uncharacteristic of the species (due to excessive pruning, dieback or other reasons). 4.All plant materials shall be selected and tagged at the nursery by Landscape Architect. 5.The Landscape Architect's approval is required for any plant material substitutions. 6.The Contractor is responsible for immediately notifying the Landscape Architect if any plant quantity discrepancies exist between the planting plan and the plant list. 7.All shrubs and trees will be sprayed with the anti-desiccant "Wilt-Pruf" ( or approved equal) prior to the first Winter (no later that November 30). 8.The Landscape Contractor shall have the General Contractor locate all underground utilities in areas to be landscaped prior to commencing any excavation. Adjustments to tree locations will be allowed where utility conflicts are clearly a problem and with prior site approval by Landscape Architect. 9.All plant bed, shrub and tree location shall be staked in the field by Contractor for Landscape Architects approval prior to installation. 10.Adjustments to plant beds shall be approved by Landscape Architect. 11.General Contractor is responsible for all erosion control measures during construction. 12.All disturbed areas are to be topsoiled and seeded or sodded, as indicated in the planting plan. 13.Mulch shall consist of double-shredded hardwood mulch or approved equal and Contractor is responsible for providing samples of mulch to Landscape Architect. Mulch plant materials as shown on plan and details. 14.It is the intent of this contract to avoid any disturbance to existing trees or shrubs on site other than those specifically designated for transplant or removal. 15.Liquidated damages for trees damaged by construction operation shall be $500 per caliper inch. Shrubs shall be $100 each. 16.During construction, and until the end of warranty period, existing trees that are showing signs of stress as determined by the Landscape Architect are to be deep root fertilized, two injections per caliper inch per tree at 18" - 24" depth with Peter's 20/20/20 fertilizer or Landscape Architect approved equal. 17.Contractor is responsible for verifying and confirming all plant counts as supplied by the Landscape Architect with field conditions as constructed. Any discrepancies shall be reported to Landscape Architect for approval and direction. 18.Tree transplanting shall be performed by a suitable hydraulic tree spade, sized as necessary to perform the work. 19.Prior to commencement of any construction, all existing trees to remain shall receive tree protection fence at outer edge of dripline whenever possible. LANDSCAPE ARCHITECTURE WAGNER HODGSON © WHLA ALL RIGHTS RESERVED 2020 VT 802.864.0010 JOB NO. SCALE: DRAWN BY: DATE: wagnerhodgson.comNY518.567.1791 NO.DESCRIPTION DATE HILLSIDE @ O'BRIEN FARM EASTVIEW PHASE OLD FARM ROAD & KENNEDY DRIVE SOUTH BURLINGTON, VT 039 430 Warren Street Hudson, NY 12534 PLOT DATE: 2/1/2023 11:52 AM1 ACT 250 SUBMISSION 09.21.2022 2 CITY RE-SUBMITTAL 10.21.2022 01.20.2023CITY RE-SUBMITTAL 04.01.2022 CO / EB 3 PLANTING PLAN 1"= 20' L120 SCALE OF FEET 20020 40 MATCHLINE - SEE SHEET L119MATCHLINE - SEE SHEET L117 MATCHLINE - SEE SHEET L119MATCHLINE - SEE SHEET L117 MATCHLINE - SEE SHEET L118 MATCHLINE - SEE SHEET L118 FOR SEED MIXES REFER TO SHEET L300 PLANTING DETAILS SEE SHEETS L203-L205 FOR ENLARGEMENT PLANS OF CIRCUIT TRAINING TRAIL Lot 33 2.92 ac S N O W S N O W S N O W O L D F A R M R O A D GRAVELPAVE POROUS GRAVEL PAVING PEA STONE COURTYAD L A W N L A W N P L A Y L A W N SCORED CONCRETE BITUMINOUS CONCRETE WALK PER CIVIL BENCH, TYP. PLANTD BERM, TYP.5' 8' S E A S O N A L S K A T I N G R I N K E X I S T I N G B A R N P A V I L I O N S L E D D I N G H I L L P A R K I N G10' FUTURE INTEGRAL COLOR CONCRETE BITUMINOUS CONCRETE WALK PER CIVIL 9-JC 2-IV 4-JS 12-AMA 52-SH 7-JC 6-PA 39-RF 22-RF 7-PA 8-JC27-SH 3-JS 23-SH 4-JS 1-IVJ 3-IV 9-AMA 12-RA 18-RA 13-CAK 13-RA 13-CAK CONCRETE WALK PER CIVIL, TYP. BIKE PARKING L A W N FUTURE FACILITIES/SERVICE BUILDING ADA ACCESSIBLE ROUTE- SIDEWALK GRADE 5% OR LESS PICNIC TABLES - 1 TO BE ADA ACCESSIBLE LANDSCAPE ARCHITECTURE WAGNER HODGSON © WHLA ALL RIGHTS RESERVED 2020 VT 802.864.0010 JOB NO. SCALE: DRAWN BY: DATE: wagnerhodgson.comNY518.567.1791 NO.DESCRIPTION DATE HILLSIDE @ O'BRIEN FARM EASTVIEW PHASE OLD FARM ROAD & KENNEDY DRIVE SOUTH BURLINGTON, VT 039 430 Warren Street Hudson, NY 12534 PLOT DATE: 1/20/2023 12:52 PM1 ACT 250 SUBMISSION 09.21.2022 2 CITY RE-SUBMITTAL 10.21.2022 01.20.2023CITY RE-SUBMITTAL3 CO / EB 04.01.2022 ENLARGED COMMUNITY/BARN CENTER PLAN 1/16" = 1'-0" CO 04.01.2022 L200 SCALE OF FEET 16016 32 SCALE OF FEET PAVILION PEA STONE WITH PICNIC TABLES PEA STONE COURTYARD NIGHT SCENE PICNIC TABLE - VROOM BY VESTRE W/ ADA ACCESS OPTIONS OUTDOOR ICE SKATING RINK P L A N T S C H E D U L E KEY QTY.SCIENTIFIC NAME COMMON NAME SIZE SPACING S H R U B S AMA 21 Aronia melanocarpa 'Autmn Magic'AUTUMN MAGIC CHOKECHERRY 5 GAL.4' O.C. IV 5 Ilex verticillata 'Afterglow'WINTERBERRY (female)5 GAL.6' O.C. IVJ 1 Ilex verticillata "Jim Dandy'WINTERBERRY (male)5 GAL.5' O.C. JC 24 Juniperus chinensis 'Sea Green'SEA GREEN JUNIPER 5 GAL.6' O.C. JS 11 Juniperus sargenti 'Green Sargent'GREEN SARGENT JUNIPER 5 GAL.6' O.C. RA 43 Rhus aromatica 'Gro-Low'GRO LOW SUMAC 1 GAL.4' O.C. P E R E N N I A L S PA 13 Perovskia atriplicifolia 'Filgran'FILGRAN RUSSIAN SAGE 1 GAL.30" O.C. RF 61 Rudbeckia fulgida 'Goldsturm'BLACK-EYED SUSAN #1 18" O.C. O R N A M E N T A L G R A S S E S SH 102 Sporobolus heteolepis PRAIRIE DROPSEED #1 18" O.C. CAK 26 Calamagrostis acutiflora 'Karl Foerster'FEATHER REED GRASS 2 GAL.18" O.C. ADA ACCESS DIAGRAM Lot 19 Open Space 1.51 ac Lot 11 1.2 ac O L D F A R M R O A D TREE HOUSE WITH SPACE UNDERNEATH SLIDE SET INTO SLOPE CLIMBING BOULDERS BENCHES, TYP. TABLES AND CHAIRS 1 SETUP TO BE ADA ACCESSIBLE T.W. 401.5 + STONE STEPS SET IN GRADE FLAT CLIMBING STONES WOODCHIP SURFACE LARGE BOULDERS FOR CLIMBING 12-RA 13-POL 69-CAK 10-RF 3-PA 10-RF 3-PA 7-RA 8-SX7-HPR 7-HCM 11-ARO 31-PVN 15-RA 8-SHT 10-RF 10-ARO 26-RA 10-RA WOODCHIP SURFACE CONCRETE WALK PER CIVIL SEATWALL L A W N L A W N L A W N CONCRETE PAVER PLAZA 6-DL 3-DL 31-SP 25-TO CONCRETE WALK PER CIVIL LIMIT OF PHASE I CONSTRUCTION BENCH, TYP. L A W N ADA ACCESSIBLE ROUTE - MULTI-USE PATH 3% SIDEWALK LEVEL IN FRONT OF BENCHES LANDSCAPE ARCHITECTURE WAGNER HODGSON © WHLA ALL RIGHTS RESERVED 2020 VT 802.864.0010 JOB NO. SCALE: DRAWN BY: DATE: wagnerhodgson.comNY518.567.1791 NO.DESCRIPTION DATE HILLSIDE @ O'BRIEN FARM EASTVIEW PHASE OLD FARM ROAD & KENNEDY DRIVE SOUTH BURLINGTON, VT 039 430 Warren Street Hudson, NY 12534 PLOT DATE: 1/20/2023 12:54 PM1 ACT 250 SUBMISSION 09.21.2022 2 CITY RE-SUBMITTAL 10.21.2022 01.20.2023CITY RE-SUBMITTAL3 CO / EB 04.01.2022 ENLARGEMENT PLAN @ NATURAL PLAYGROUND PARK 1"= 10' L2011001020 SCALE OF FEET P L A N T S C H E D U L E KEY QTY.SCIENTIFIC NAME COMMON NAME SIZE SPACING S H R U B S DL 9 Diervilla lonicera 'Copper'BUSH HONEYSUCKLE 1 GAL.3' O.C. POL 13 Physocarpus opulifolius 'Little Devil'DWARF NINEBARK 3 GAL.3' O.C. RA 70 Rhus aromatica 'Gro-Low'GROW LOW SUMAC 1 GAL.4' O.C. SP 31 Salix purpurea 'Nana'DWARF ARCTIC BLUE WILLOW 5 GAL.3' O.C. SX 8 Syringa x 'Bloomerang'BLOOMERANG LILAC 3 GAL.3' O.C. TO 25 Thuja occidentalis 'Nigra'ARBORVITATE 5-6' HT.3' O.C. P E R E N N I A L S HCM 7 Hemerocallis 'Country Melody'COUNTRY MELODY DAYLILY 1 GAL.24" O.C. HPR 7 Hemerocallis 'Pale Rider'PALE RIDER DAYLILY 1 GAL.24" O.C. PA 6 Perovskia atriplicifolia 'Filgran'FILGRAN RUSSIAN SAGE 1 GAL.30" O.C. RF 30 Rudbeckia fulgida 'Goldsturm'BLACK-EYED SUSAN #1 18" O.C. O R N A M E N T A L G R A S S E S ARO 21 Andropogon 'Red October'RED OCTOBER BIG BLUESTEM 2 GAL.24" O.C. CAK 69 Calamagrostis acutiflora 'Karl Foerster'FEATHER REED GRASS 2 GAL.18" O.C. PVN 31 Panicum virgatum 'Northwind'NORTHWIND BIG BLUESTEM 2 GAL.24" O.C. SHT 8 Sporobolus heteolepis 'Tara'PRAIRIE DROPSEED 1 GAL.24" O.C. HILLSIDE SLIDE & NATURAL STEPS PLAY AREA UNDER TREEHOUSE NATURAL CLIMBING FEATURES TREEHOUSE PLANS - N.T.S.NATURAL CLIMBING FEATURES SQUARE TABLE - VROOM BY VESTRE W/ ADA ACCESS OPTIONS 8' M I N 8' M I N 8' M I N 8' M I N 6.7%XXXXXXXX + 77.4 + 76.7 + 74.2 + 71.47 + 71.55 + 71.65 1.3 % 5 % 76.5 + 69.2 69.4 + 69.3 + 69.0+ T.W. 74.2 + 5.4 % +XXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X X X X X XXXXXXXXXXXXXXL115ADA ENTRY AREA ADA STONEDUST AREA EXISTING WOODLAND TO REMAIN SELECTIVE PRUNING AND CLEARING TO OCCUR, TREES 6" IN DIAMETER OR GREATER WILL BE PRESERVED AND LIMBED UP TO 8' SIGNAGE & PET WASTE RECPTACLE & DISPENSER STAIRS AND RAILINGS CONCRETE WALK CONCRETE LANDING 1:12 CONCRETE ADA RAMP W/ LANDINGS AND HANDRAILS CONCRETE LANDING UNIT BLOCK WALL BITUMINOUS CONCRETE PATH PER CIVIL CRUSHED STONE FITNESS PATH PER CIVIL 5'5'4' P A R K I N G GRAVELPAVE POROUS GRAVEL PAVING 2-5 YEAR OLD PLAY STRUCTURE 6-12 YEAR OLD PLAY STRUCTURE 6-12 YEAR OLD 4 SEAT SWING SET BIKE RACKS SHADE TREE, TYP. 2-5 YEAR OLD 4 SEAT SWING SET L A W N DOG PARK LIMIT OF PHASE I CONSTRUCTION BENCHES, TYP. GRAVEL WETLAND PLANTINGS, TYP. SEATWALL STONEDUST STABILIZED GRASS WOODCHIP SURFACE 10' -6 "8' LAWN CONSERVATION MIX 5'ADA ACCESSIBLE ROUTE SIDEWALK GRADE 5% OR LES BENCH & BOULDERS BITUMINOUS CONCRETE PATH PER CIVIL CONCRETE WALK PER CIVIL CONCRETE WALK PER CIVIL CONCRETE WALK PER CIVIL 10010 20 SCALE OF FEET OLDER KIDS PLAY STRUCTURE AND SWINGS YOUNGER KIDS PLAY STRUCTURE AND SWINGS BENCH LANDSCAPE ARCHITECTURE WAGNER HODGSON © WHLA ALL RIGHTS RESERVED 2020 VT 802.864.0010 JOB NO. SCALE: DRAWN BY: DATE: wagnerhodgson.comNY518.567.1791 NO.DESCRIPTION DATE HILLSIDE @ O'BRIEN FARM EASTVIEW PHASE OLD FARM ROAD & KENNEDY DRIVE SOUTH BURLINGTON, VT 039 430 Warren Street Hudson, NY 12534 PLOT DATE: 2/1/2023 12:20 PM1 ACT 250 SUBMISSION 09.21.2022 2 CITY RE-SUBMITTAL 10.21.2022 01.20.2023CITY RE-SUBMITTAL3 CO / EB 04.01.2022 ENLARGEMENT PLAN @ PLAY EQUIPMENT PARK 1"= 10' L202 4 ACT 250 RESUBMITTAL 01.20.23 PCG 399.0 PCG 397.5 PCG 396.0 PCG 395.0 PCG 395. 0 PCG 3 9 8 . 0 PCG 403. 0 PCG 404.0 PCG 405.0 PCG 4 1 1. 0 PCG 409.0 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 Lot 32 4.80 ac Lot 39 3.54 ac Lot 47 Open Space 12.64 ac Lot 39 3.54 ac 8' M I N 8' M I N X XXXXX X X X X X X X X XXXXXX X X X X X XXXXXXXXX X X X MABEL WAY 1 2 3 LIMIT OF PHASE I CONSTRUCTION CRUSHED STONE CIRCUIT TRAINING PATH BIKE PARKING, TYP. DOG PARK4' MOWN PATH5'5'CONSERVATION MIX CONSERVATION MIX CONSERVATION MIX CONSERVATION MIX LANDSCAPE ARCHITECTURE WAGNER HODGSON © WHLA ALL RIGHTS RESERVED 2020 VT 802.864.0010 JOB NO. SCALE: DRAWN BY: DATE: wagnerhodgson.comNY518.567.1791 NO.DESCRIPTION DATE HILLSIDE @ O'BRIEN FARM EASTVIEW PHASE OLD FARM ROAD & KENNEDY DRIVE SOUTH BURLINGTON, VT 039 430 Warren Street Hudson, NY 12534 PLOT DATE: 2/1/2023 2:48 PM1 ACT 250 SUBMISSION 09.21.2022 2 CITY RE-SUBMITTAL 10.21.2022 01.20.2023CITY RE-SUBMITTAL3 CO / EB 04.01.2022 CIRCUIT TRAINING TRAIL PLAN 1"= 30' L203 SCALE OF FEET 30030 60 1 - DIP STATION 2 - PULL UP BARS 3 - PUSH UP BARS MATCHLINE - SEE SHEET L204MATCHLINE - SEE SHEET L204U:\039 Obrien Hillside Phase II\WHLA\CAD\sheets\ENLARGEMENT PLANS L200-L206.dwg, 2/1/2023 2:48:04 PM, DWG To PDF.pc3 PCG 397.0 PCG 399.0 PCG 402.0 PCG 409.0 PCG 408.5 PCG 402.0 PCG 400.5PCG 420.0PCG 417.0PCG 414.0PCG 411.0PCG 407.0PCG 420.0PCG 417.5PCG 415.0PCG 418.5PCG 413.5PCG 408.0PCG 403.5PCG 401.5PCG 415.5PCG 411.5PCG 407.5PCG 403.5PCG 401.0 Lot 47 Open Space 12.64 ac Lot 34 1.30 ac Lot 47 Open Space 12.64 ac Lot 33 2.92 ac Lot 37 1.10 ac Lot 38 1.55 ac Lot 35 2.38 ac MABEL WAYMABEL W A Y POTASH ROAD BARN ROADDANIEL DRIVE4 LIMIT OF PHASE I CONSTRUCTION CRUSHED STONE CIRCUIT TRAINING PATH BIKE PARKING, TYP. 12' STABILIZED LAWN CONSERVATION MIX CONSERVATION MIX MOWN PATH 4' 5' 5' LANDSCAPE ARCHITECTURE WAGNER HODGSON © WHLA ALL RIGHTS RESERVED 2020 VT 802.864.0010 JOB NO. SCALE: DRAWN BY: DATE: wagnerhodgson.comNY518.567.1791 NO.DESCRIPTION DATE HILLSIDE @ O'BRIEN FARM EASTVIEW PHASE OLD FARM ROAD & KENNEDY DRIVE SOUTH BURLINGTON, VT 039 430 Warren Street Hudson, NY 12534 PLOT DATE: 2/1/2023 2:47 PM1 ACT 250 SUBMISSION 09.21.2022 2 CITY RE-SUBMITTAL 10.21.2022 01.20.2023CITY RE-SUBMITTAL3 CO / EB 04.01.2022 CIRCUIT TRAINING TRAIL PLAN 1"= 30' L204 SCALE OF FEET 30030 60 4 - CLIMBING ROPE STATION U:\039 Obrien Hillside Phase II\WHLA\CAD\sheets\ENLARGEMENT PLANS L200-L206.dwg, 2/1/2023 2:47:26 PM, DWG To PDF.pc3 Lot 46 Open Space 4.56 ac Lot 46 3.96 ac Lot 45 2.90 ac K I M B A L L A V E N U E5 6 STONEDUST FITNESS TRAIL, SEE CIVIL DRAWINGS BIKE PARKING 5' WIDE MOWED STRIP ALONG BOTH SIDES OF PATH, TYPICAL 7 STONEDUST FITNESS TRAIL, SEE CIVIL DRAWINGS 5' WIDE MOWED STRIP ALONG BOTH SIDES OF PATH, TYPICAL BIKE PARKING MULCH PLAYGROUND SURFACEL300 9 MULCH PLAYGROUND SURFACEL300 9 BIKE PARKING MULCH PLAYGROUND SURFACEL300 9 LANDSCAPE ARCHITECTURE WAGNER HODGSON © WHLA ALL RIGHTS RESERVED 2020 VT 802.864.0010 JOB NO. SCALE: DRAWN BY: DATE: wagnerhodgson.comNY518.567.1791 NO.DESCRIPTION DATE HILLSIDE @ O'BRIEN FARM EASTVIEW PHASE OLD FARM ROAD & KENNEDY DRIVE SOUTH BURLINGTON, VT 039 430 Warren Street Hudson, NY 12534 PLOT DATE: 2/1/2023 12:10 PM1 ACT 250 SUBMISSION 09.21.2022 2 CITY RE-SUBMITTAL 10.21.2022 01.20.2023CITY RE-SUBMITTAL3 CO / EB 04.01.2022 CIRCUIT TRAINING TRAIL PLAN 1"= 30' CO 04.01.2022 L205 SCALE OF FEET 30030 60 5- CROSSING OF GIANTS 6- BALANCE BEAM 7- HURDLES 377 377 378 370 371 372 373 374 375 378 376 374 373 361363364 365 366 368 369 343341 342 8.6%3443453463473483493503513523533543553563573603623676.7%3593586. 7 % XXXXX 369 343 342342 341 340 + 77.4 + 76.7 + 74.2+ 71.47 + 71.55 + 71.65 1.3 % 5 % 76.5 + 69.2 69.4 + 368 367 369 69.3 + 69.0+ 372 373 374 375 376 375 T.W. 74.2 + 5.4 % 370 +XXXXXXXXL114 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XXXXXXXXX X X X X X X X X X X X XXXXXXXXXXXXXXXX X X X X X X X X X X X X X X XXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX340 XXXXXXXXXXXXXXXXXXXX XXXXXXXXXXXXXXXXXXSTONEDUST STONEDUST WASTE DISPENSER & RECEPTACLE SMALL DOG AREA .32 AC SMALL STUMP JUMP TIRE CLIMB LOG CLIMB BOULDERS LARGE DOG AREA 1.13 AC OVERALL PARK AREA 1.45 AC LOG BALANCE BEAMS BOULDERS BOULDERS LOG CLIMB BENCH ON STONEDUST BENCHES LARGE STUMP JUMP BENCHES ENTRY AREA ADA ENTRY AREA STONEDUST ADA STONEDUST AREA EXISTING WOODLAND TO REMAIN EXISTING WOODLAND TO REMAIN SELECTIVE PRUNING AND CLEARING TO OCCUR, TREES 6" IN DIAMETER OR GREATER WILL BE PRESERVED AND LIMBED UP TO 8' L A W N L A W N L A W N CONCRETE WALK PER CIVIL WATER LINE ROUGH IN FOR FUTURE USE SIGNAGE & PET WASTE RECPTACLE & DISPENSER SIGNAGE & PET WASTE RECPTACLE & DISPENSER TIRE CLIMB STAIRS AND RAILINGS CONCRETE WALK CONCRETE LANDING 1:12 CONCRETE ADA RAMP W/ LANDINGS AND HANDRAILS CONCRETE LANDING UNIT BLOCK WALL BITUMINOUS CONCRETE PATH PER CIVIL FITNESS PATH PER CIVIL 5'6'5'ADA STONEDUST PATH BENCH & BOULDERS CONCRETE WALK PER CIVIL LANDSCAPE ARCHITECTURE WAGNER HODGSON © WHLA ALL RIGHTS RESERVED 2020 VT 802.864.0010 JOB NO. SCALE: DRAWN BY: DATE: wagnerhodgson.comNY518.567.1791 NO.DESCRIPTION DATE HILLSIDE @ O'BRIEN FARM EASTVIEW PHASE OLD FARM ROAD & KENNEDY DRIVE SOUTH BURLINGTON, VT 039 430 Warren Street Hudson, NY 12534 PLOT DATE: 2/1/2023 12:12 PM1 ACT 250 SUBMISSION 09.21.2022 2 CITY RE-SUBMITTAL 10.21.2022 01.20.2023CITY RE-SUBMITTAL3 CO / EB 04.01.2022 DOG PARK PLAN 1/16" = 1'-0" CO 04.01.2022 L206 SCALE OF FEET 16016 32 SCALE OF FEETARCHAEOLOGICALBOUNDARY WET L A N D S E T B A C K NOTE: LOGS, STUMPS & BOULDERS TO BE RE-CYCLED FROM ON-SITE MATERIAL BLACK COATED CHAIN LINK FENCE NATURAL CLIMBING BOULDERS NATURAL CLIMBING BOULDERS WOOD STUMP CLIMBERS LOG CLIMBERS TIRE CLIMB LOG BALANCE BEAMS SIGNAGE & PET WASTE RECEPTACLES & DISPENSERS 4 ACT 250 RESUBMITTAL 01.20.23 3 TIMES THE ROOT BALL DIAMETER MULCH RING, 6'-8' DIA. TREE SET TO BE PLUMB PRUNING SHALL BE DONE AFTER DELIVERY OF PLANTS AND AFTER PLANTS HAVE BEEN INSPECTED AND APPROVED BY THE LANDSCAPE ARCHITECT. PRUNING PROCEDURES SHALL BE REVIEWED WITH THE LANDSCAPE ARCHITECT BEFORE PROCEEDING. PRUNING SHALL BE DONE WITH A CLEAN SHARP TOOL. CUTS WILL BE MADE OUTSIDE OF THE BRANCH COLLAR, LEAVING NO STUBS. NO TREE PAINT SHALL BE USED. DEAD WOOD, SUCKERS AND BROKEN AND BADLY BRUISED BRANCHES SHALL BE REMOVED. 2" MULCH. DO NOT PLACE MULCH IN CONTACT WITH TREE TRUNK. MAINTAIN MULCH WEED-FREE FOR A MIN. OF ONE YEAR AFTER PLANTING. BACKFILL WITH EXISTING SOIL IN SANDY LOAM SOIL, MIX IN 20% COMPOSTED ORGANIC MATERIAL WITH EXISTING SOIL. GENTLY PACK THE BACKFILL, USING WATER TO SETTLE SOIL AND ELIMINATE AIR POCKETS. PLACE ROOT BALL ON UNEXCAVATED OR COMPACTED NEW SUBGRADE TO PREVENT SETTLEMENT. TRUNK PROTECTION, REINFORCED RUBBER HOSE DOUBLE #10 GA. TWISTED GUYING WIRE, 3 PER TREE WITH TURNBUCKLE MARK THE NORTH SIDE OF THE TREE IN THE NURSERY, AND ROTATE TREE TO FACE NORTH AT THE SITE WHENEVER POSSIBLE. EACH TREE MUST BE PLANTED SUCH THAT THE TRUNK FLARE IS VISIBLE AT THE TOP OF THE ROOT BALL. TREES WHERE THE TRUNK FLARE IS NOT VISIBLE SHALL BE REJECTED. DO NOT COVER THE TOP OF THE ROOT BALL WITH SOIL. SET TOP OF MAIN ORDER ROOTS FLUSH TO GRADE OR 1"-2" HIGHER IN SLOWLY DRAINING SOILS. 4" HIGH TEMPORARY SOIL SAUCER BEYOND EDGE OF ROOT BALL. REMOVE ALL TWINE, ROPE, WIRE AND BURLAP FROM TOP HALF OF ROOT BALL, 8" MIN. IF PLANT IS SHIPPED WITH A WIRE BASKET AROUND THE ROOT BALL, CUT THE WIRE BASKET IN FOUR PLACES AND FOLD DOWN 8" INTO PLANTING HOLE. CUT ALL GIRDLING ROOTS. NOTES: 1. REMOVE ALL NON - BIODEGRADABLE MATERIAL FROM PLANT PIT. 2. REMOVE ALL PLANT MATERIAL TAGS, FLAGGING, AND EXTRANEOUS LABELS, ETC. DUCK BILL TREE ANCHOR 3 TIMES THE ROOT BALL DIAMETER MULCH RING, 6'-8' DIA. TREE SET TO BE PLUMB DO NOT HEAVILY PRUNE THE TREE AT PLANTING, PRUNE ONLY CROSSOVER LIMBS, CO-DOMINANT LEADERS, AND BROKEN OR DEAD BRANCHES. SOME INTERIOR TWIGS AND LATERAL BRANCHES MAY BE PRUNED; HOWEVER, DO NOT REMOVE THE TERMINAL BUDS OF BRANCHES THAT EXTEND TO THE EDGE OF THE CROWN. 2" MULCH. DO NOT PLACE MULCH IN CONTACT WITH TREE TRUNK. MAINTAIN MULCH WEED-FREE FOR A MINIMUM OF ONE YEAR AFTER PLANTING. BACKFILL WITH EXISTING SOIL IN SANDY LOAM SOIL, MIX IN 20% COMPOSTED ORGANIC MATERIAL WITH EXISTING SOIL. GENTLY PACK THE BACKFILL, USING WATER TO SETTLE SOIL AND ELIMINATE AIR POCKETS. PLACE ROOT BALL ON UNEXCAVATED OR COMPACTED SUBGRADE TO PREVENT SETTLEMENT. TRUNK PROTECTION, REINFORCED RUBBER HOSE DOUBLE #10 GA. TWISTED GUYING WIRE, 3 PER TREE WITH TURNBUCKLE MARK THE NORTH SIDE OF THE TREE IN THE NURSERY, AND ROTATE TREE TO FACE NORTH AT THE SITE WHENEVER POSSIBLE. EACH TREE MUST BE PLANTED SUCH THAT THE TRUNK FLARE IS VISIBLE AT THE TOP OF THE ROOT BALL. TREES WHERE THE TRUNK FLARE IS NOT VISIBLE SHALL BE REJECTED. DO NOT COVER THE TOP OF THE ROOT BALL WITH SOIL. SET TOP OF MAIN ORDER ROOTS FLUSH TO GRADE OR 1"-2" HIGHER IN SLOWLY DRAINING SOILS. 4" HIGH TEMPORARY SOIL SAUCER BEYOND EDGE OF ROOT BALL. REMOVE ALL TWINE, ROPE, WIRE AND BURLAP FROM TOP HALF OF ROOT BALL, 8" MIN. IF PLANT IS SHIPPED WITH A WIRE BASKET AROUND THE ROOT BALL, CUT THE WIRE BASKET IN FOUR PLACES AND FOLD DOWN 8" INTO PLANTING HOLE. CUT ALL GIRDLING ROOTS. NOTES: 1. REMOVE ALL NON - BIODEGRADABLE MATERIAL FROM PLANT PIT. 2. REMOVE ALL PLANT MATERIAL TAGS, FLAGGING, AND EXTRANEOUS LABELS, ETC. 3 TIMES THE ROOT BALL DIAMETER 2" MULCH. DO NOT PLACE MULCH IN CONTACT WITH SHRUB TRUNK. MAINTAIN MULCH WEED-FREE FOR A MINIMUM OF ONE YEAR AFTER PLANTING. BACKFILL WITH EXISTING SOIL IN SANDY LOAM SOIL, MIX IN 20% COMPOSTED ORGANIC MATERIAL WITH EXISTING SOIL. GENTLY PACK THE BACKFILL, USING WATER TO SETTLE SOIL AND ELIMINATE AIR POCKETS. PLACE ROOT BALL ON UNEXCAVATED OR COMPACTED SUBGRADE TO PREVENT SETTLEMENT. PRUNE TO REMOVE DEAD AND DAMAGED STEMS. MAINTAIN NATURAL SHAPE OF PLANT. DO NOT SHEAR PLANT 4" HIGH TEMPORARY SOIL SAUCER BEYOND EDGE OF ROOT BALL. REMOVE ALL TWINE, ROPE, WIRE AND BURLAP FROM TOP HALF OF ROOT BALL, 8" MIN. IF PLANT IS SHIPPED WITH A WIRE BASKET AROUND THE ROOT BALL, CUT THE WIRE BASKET IN FOUR PLACES AND FOLD DOWN 8" INTO PLANTING HOLE. CUT ALL GIRDLING ROOTS. SHRUB SET TO BE PLUMB NOTES: 1. REMOVE ALL NON - BIODEGRADABLE MATERIAL FROM PLANT PIT. 2. REMOVE ALL PLANT MATERIAL TAGS, FLAGGING, AND EXTRANEOUS LABELS, ETC. SET TOP OF MAIN ORDER ROOTS FLUSH TO GRADE OR 1"-2" HIGHER IN SLOWLY DRAINING SOILS.2"12" MIN.2" LAYER MULCH - DO NOT PLACE MULCH IN CONTACT WITH PLANT STEMS FINISH GRADE GROUNDCOVER, VINE OR PERENNIAL, TYP. TOPSOIL / PLANTING SOIL AMEND PER SOIL TEST RECOMMENDATIONS UNEXCAVATED GROUND OR SUBGRADE SPACING "D"ROW "A"NUMBER OF PLANTS/SQ.FT. 60" O.C.51.96"0.04 48" O.C 41.52"0.07 42" O.C.36.52"0.10 36" O.C.31.20"0.12 30" O.C.26.00"0.18 24" O.C.20.76"0.28 NOTE: QUANTITY OF SHRUBS AND SPACING AS NOTED IN PLANTING SCHEDULE SHRUB SPACING PLANT CENTER PLANT ROW A A D D D D D ALL EQUAL OR AS SHOWN ON PLANTING PLAN PLANTING BED 316" BORDER CONCEPTS UNFINISHED STEEL EDGING TOPSOIL 15" STEEL STAKE UNDISTURBED EARTH OR APPROVED FILL COMPACTED TO 95% STD. PROCTOR LAWN FINISHED GRADE BORDER CONCEPTS, INC. CHARLOTTE, NC 1-800-845-3343 1-704-541-5610 12" MIN. PLANTING SOIL AMEND PER SOIL TEST RECOMMENDATIONS PLANTING BED WITH 2" SHREDDED HARDWOOD MULCH HOLES ARE PRESENT ONLY WHEN GALVANIZED OPTION IS SPECIFIED SEE VIEW A CLEARANCE FOR 1/2" ANCHOR BOLT FORMED FROM 2-3/8" O.D. STEEL PIPE 5/8" O.D. ANCHOR BOLT HOLES 3-3/4" DIA. HOLE SPACING 3/8"GROUND LEVEL VIEW A BRCS-101 BIKE RACK SHOWN: STANDARD SURFACE MOUNT MOUNTING STANDARD IN-GROUND AND SURFACE (AS SHOWN) NOTES: 1. DRAWINGS NOT TO SCALE. DO NOT SCALE DRAWINGS. 2. ALL FABRICATED METAL COMPONENTS ARE STEEL SHOTBLASTED, ETCHED, PHOSPHATIZED, PREHEATED, AND ELECTROSTATICALLY POWDER-COATED WITH T.G.I.C. POLYESTER POWDER COATINGS. PRODUCTS ARE FULLY CLEANED AND PRETREATED, PREHEATED AND COATED WHILE HOT TO FILL CREVICES AND BUILD COATING FILM. COATED PARTS ARE THEN FULLY CURED TO COATING MANUFACTURER'S SPECIFICATIONS. THE THICKNESS OF THE RESULTING FINISH AVERAGES 8-10 MILS (200-250 MICRONS). 3. IT IS NOT RECOMMENDED TO LOCATE ANCHOR BOLTS UNTIL BIKE RACK IS IN PLACE. THIS VICTOR STANLEY, INC. PRODUCT MUST BE PERMANENTLY AFFIXED TO THE GROUND. CONSULT YOUR LOCAL CODES FOR REGULATIONS. 4. ANCHOR BOLTS NOT PROVIDED BY VICTOR STANLEY, INC. 5. FOR HIGH SALT ABUSIVE CLIMATES, HOT-DIP GALVANIZING BEFORE POWDER COATING IS AVAILABLE. HOT-DIP GALVANIZING IS PERFORMED FOR VICTOR STANLEY, INC. BY AN EXPERIENCED QUALIFIED FIRM TO WHICH PRODUCTS ARE SHIPPED FOR GALVANIZING. HOT-DIP GALVANIZING INCLUDES AN AGGRESSIVE PRE-TREATMENT AND IMMERSION IN A TANK OF CHARGED LIQUID ZINC AT OR AROUND 860°F (460°C). THE RESULTING SURFACE IS RESISTANT TO RUST BUT HAS SOME UNEVENNESS RESULTING FROM THE BONDING OF THE ZINC TO THE STEEL SURFACE. AS A RESULT, THE POWDER-COATING SURFACE FINISH OVER THAT GALVANIZED SURFACE MAY EXHIBIT BUMPS, UNEVENNESS, AND MAY NOT BE AS SMOOTH AS THE STANDARD FINISH; THIS UNEVEN AND INCONSISTENT FINISH IS NORMAL FOR GALVANIZING. CONTACT MANUFACTURER FOR DETAILS. 6. ALL SPECIFICATIONS ARE SUBJECT TO CHANGE. CONTACT MANUFACTURER FOR DETAILS. 7. THIS PRODUCT IS SHIPPED FULLY ASSEMBLED. CYCLE SENTRY™ AVAILABLE OPTIONS: POWDER COATING 10 STANDARD COLORS, 2 OPTIONAL METALLIC COLORS, CUSTOM COLORS (INCLUDING THE RAL RANGE) COPYRIGHT 2020 VICTOR STANLEY, INC.® ALL RIGHTS RESERVED REV. 10/22/20 DRAWN R.G.O. 2020-681 P.O. DRAWER 330 - DUNKIRK, MD 20754 USA TOLL FREE: (800) 368-2573 (USA & CANADA) TEL (301) 855-8300 - FAX (410) 257-7579 WEB SITE: HTTP://WWW.VICTORSTANLEY.COM * ALL DIMENSIONS ARE IN INCHES *3'14 5 8"38"1'-0 1/4" center to center 316" BORDER CONCEPTS STEEL EDGING MATERIAL VARIES - SEE LAYOUT AND MATERIALS PLAN GEOTEXTILE FABRIC MULCH (DEPTH AS NEEDED PER FALL HEIGHT); SHREDDED HARDWOOD, NATURAL IN COLOR, SIZE RANGE: 3 INCHES MAX., TO 12" MIN. 6" CLEAN CRUSHED ANGULAR GRAVEL UNDISTURBED EARTH OR APPROVED FILL MATERIAL COMPACTED TO 95% STD. PROCTOR PERFORATED PIPE WRAPPED WITH FILTER FABRIC 6' O.C., DRAIN TO DAYLIGHT OR CONNECT TO FOUNDATION DRAIN- SEE CIVIL DRAWINGS LANDSCAPE ARCHITECTURE WAGNER HODGSON © WHLA ALL RIGHTS RESERVED 2020 VT 802.864.0010 JOB NO. SCALE: DRAWN BY: DATE: wagnerhodgson.comNY518.567.1791 NO.DESCRIPTION DATE HILLSIDE @ O'BRIEN FARM EASTVIEW PHASE OLD FARM ROAD & KENNEDY DRIVE, SOUTH BURLINGTON, VT 039 430 Warren Street Hudson, NY 12534 PLOT DATE: 1/20/2023 1:01 PM1 ACT 250 SUBMISSION 09.21.2022 2 CITY RE-SUBMITTAL 10.21.2022 3 01.20.2023CITY RE-SUBMITTAL CO / EB 04.01.2022 LANDSCAPE DETAILS AS SHOWN L300 1 N.T.S. DECIDUOUS TREE PLANTING DETAIL 2 N.T.S. EVERGREEN TREE PLANTING DETAIL 4 N.T.S. SHRUB PLANTING DETAIL 5 N.T.S. PLANT SPACING DETAIL 3 N.T.S. GROUNDCOVER, PERENNIAL, ORNAMENTAL GRASS PLANTING DETAIL 6 N.T.S. METAL EDGE DETAIL 7 N.T.S. SEED MIXES 8 N.T.S. BIKE RACK DETAIL 9 3/4" = 1'-0"= 1'-0" MULCH PLAYGROUND SURFACE DINING DECK KITCHEN PANTRY POWDER FOYER 2-CAR GARAGE PORCH2-CAR GARAGE OWNER'S BATH PATIO/DECK KITCHEN WINE DINING O.E. PANTRY W.I.C. LAUNDRY POWDER FOYER P.O.8' min.4' min. 4' min. 3' min. DECK DINING FAMILY KITCHEN STORAGE 2-CAR GARAGE P.O. STUDY FOYER PORCH 10' min.4' min. 3' min.15' min.DECK FAMILY DINING KITCHEN P.O.POWDER FOYER 2-CAR GARAGE FLEX PORCH 10'-1"3' min.15' min.4' min. COV. DECK FAMILY POWDER KITCHEN PORCH DINING ALIGN4' min. 4' min. 2' min. 6' min. 30" min. 4' min.4' min.4' min.LANDSCAPE ARCHITECTURE WAGNER HODGSON © WHLA ALL RIGHTS RESERVED 2020 VT 802.864.0010 JOB NO. SCALE: DRAWN BY: DATE: wagnerhodgson.comNY518.567.1791 NO.DESCRIPTION DATE HILLSIDE @ O'BRIEN FARM EASTVIEW PHASE OLD FARM ROAD & KENNEDY DRIVE, SOUTH BURLINGTON, VT 039 430 Warren Street Hudson, NY 12534 PLOT DATE: 1/20/2023 1:02 PM1 ACT 250 SUBMISSION 09.21.2022 2 CITY RE-SUBMITTAL 10.21.2022 3 01.20.2023CITY RE-SUBMITTAL CO / EB 04.01.2022 TYPICAL UNIT PLANTING LAYOUTS AND GUIDELINES AS SHOWN L301 4 1/8" = 1'-0" TYPICAL 2 UNIT TOWNHOME PLANTING 5 1/8" = 1'-0" TYPICAL SINGLE FAMILY PLANTING31/8" = 1'-0" TYPICAL ALLEY LOAD SINGLE FAMILY PLANTING 2 1/8" = 1'-0" TYPICAL SINGLE FAMILY PLANTING LEGEND EDGE OF PLANTING BED ORNAMENTAL GRASSES LARGE UPRIGHT SHRUB MEDIUM SHRUB SMALL SHRUB PERENNIALS5' min.3' min.UNIT PLANTING GUIDELINES *OVERALL: CHOOSE PLANT MATERIAL FOR ALL UNITS FROM THE ATTACHED PLANT LIST A.TOWNHOMES: Plant low shrubs such as Low-Gro Sumac or salt tolerant ornamental grasses in the space between driveways. B.Place medium shrubs or ornamental grasses in front of and around the corner of all front porches. C.Use a varied mixture of large, medium and small shrubs throughout beds, with taller plants at the back and shorter plants at the front of the bed. D.Use a varied mix (of both color, texture, and bloom time) of perennials and ornamental grasses. E.Use shade or sun tolerant varieties where applicable SINGLE FAMILY HOMES: A.Plant medium shrubs or ornamental grasses on the side of the driveway nearest neighbor at a minimum length of 15'. B.Plant medium shrubs or ornamental grasses along the length of all front porches. C.Use a varied mixture of large, medium and small shrubs throughout beds, with taller plants at the back and shorter plants at the front of the bed. D.Use a varied mix (of both color, texture, and bloom time) of perennials and ornamental grasses. E.Use shade or sun tolerant varieties where applicable11/8" = 1'-0" TYPICAL 3-UNIT TOWNHOME PLANTING 4'4'4'4'4'4'4' 4' 8'4'4'4'4'4' 14'7'4'4' LANDSCAPE ARCHITECTURE WAGNER HODGSON © WHLA ALL RIGHTS RESERVED 2020 VT 802.864.0010 JOB NO. SCALE: DRAWN BY: DATE: wagnerhodgson.comNY518.567.1791 NO.DESCRIPTION DATE HILLSIDE @ O'BRIEN FARM EASTVIEW PHASE OLD FARM ROAD & KENNEDY DRIVE, SOUTH BURLINGTON, VT 039 430 Warren Street Hudson, NY 12534 PLOT DATE: 1/20/2023 1:04 PM1 ACT 250 SUBMISSION 09.21.2022 2 CITY RE-SUBMITTAL 10.21.2022 3 01.20.2023CITY RE-SUBMITTAL CO / EB 04.01.2022 TYPICAL UTILITY SCREENING LAYOUTS AS SHOWN L302 1 1/4" = 1'-0" TYPICAL UTILITY SCREENING PLANS *CHOOSE SCREENING PLANTS FROM LIST ATTACHED Kimball AveKimball AveDZ - 8NEW SHARED-USE PATHCANTILEVER POLE #152#20-30 Kimball AveOld Farm Rd 88661101092449DZ - 5DZ - 2DZ - 1DZ - 6DZ - 4EX. SIDEWALKNEW SHARED-USE PATH NEW SIDEWALK NEW SHARED-USE PATHEX. SIDEWALKELECTRICAL SERVICE METER& DISTRIBUTION PANELPEDESTAL POLE #1NEW GROUND MOUNT CABINET WITHTRAFFIC SIGNAL CONTROLLERREMOVE RRFBCANTILEVER POLE #2NEW 24" SOLID WHITE STOP BARCANTILEVER POLE #3NEW 8" SDR 35 PVCSLEEVE (48 LF)REMOVE EX. STOP SIGN(NOT SHOWN)NEW 8" SDR 35 PVCSLEEVE (42 LF)JCT.BOX #1JCT.BOX #2JCT.BOX #3JCT.BOX #4JCT.BOX #5NEW 24" SOLID WHITE STOP BARNEW 24" SOLID WHITE STOP BARCANTILEVER POLE #4REMOVE RRFB99NEW LEFT LANE MUST TURN LEFT SIGN(R3-7, 30" x 30")NEW 8" SDR 35 PVCSLEEVE (36 LF)RECONSTRUCT EX. SIDEWALK RAMPTO ADD DETECTABLE WARNING STRIPRECONSTRUCT EX. SIDEWALK RAMPTO ADD DETECTABLE WARNING STRIPNEW LEFT LANE MUST TURN LEFT SIGN(R3-7, 30" x 30")K11" = 10'NOTES1.ALL TRAFFIC SIGNAL WORK AND MATERIALS SHALL MEETCITY OF SOUTH BURLINGTON PUBLIC WORKS STANDARDSAND SPECIFICATIONS, THE MUTCD, VTRANS 2018STANDARD SPECIFICATIONS SECTIONS 210, 404, 406, 616,618 AND 646, VTRANS GENERAL SPECIAL PROVISIONS ANDTHESE PLANS.2.ALL NEW PAVEMENT MARKINGS SHALL BE DURABLE.2"3"WIRED CONDUITFROMTODESCRIPTIONGMP TRANSFORMERELECTRICAL SERVICETBDTRAFFIC SIGNAL LEGEND4DZ - 1VEHICLE DETECTION ZONE TRAFFIC SIGNAL HEADJUNCTION BOXWIRED CONDUIT(S)SIGNAL CONTROLLERMAST ARM POLECONDUIT SLEEVEVEHICLE DETECTION SENSOR15'JUNCTION BOX #120'EQUIPMENT QUANTITY1THE QUANTITIES LISTED ABOVE ARE APPROXIMATE AND AREFURNISHED FOR INFORMATION ONLY. MISCELLANEOUS (UNLISTED)WIRE, CABLE, HARDWARE ETC., ARE REQUIRED TO PROVIDE FOR AFUNCTIONING TRAFFIC SIGNAL SYSTEM.CANTILEVER POLES & FOUNDATIONSLED HAND/MAN PEDESTRIAN COUNTDOWN SIGNAL HEADSACCESSIBLE PEDESTRIAN PUSH BUTTON ASSEMBLIESJUNCTION BOXESLOCAL CONTROLLER WITH GPS TBC18VEHICLE DETECTION SYSTEMPEDESTAL POSTS & FOUNDATIONSPHASES 4 + 8OLD FARM RD &#20-30 KIMBALL AVEPHASES 2 + 6KIMBALL AVE(DWELL)PHASES 1 + 5KIMBALL AVE EB & WB LT416651YELLOW CLEARFLASHING OPERATIONMAX 1 GREENRED CLEARVEH. EXTENSION443721226220326Signal Phasing PlanFR86224MAX 2 GREEN84222LEADING PEDESTRIAN INTERVALNEMA DUAL RING / FULL - ACTUATED PHASINGMAX 3 GREENList of Major EquipmentSignal Timing Data44208--FYWEEKDAYSSATURDAYSUNDAYHOLIDAYSTIMETOD PLAN7:00 - 9:00 amAM PEAKMID-DAY3:00 - 6:00 pmPM PEAKCYCLE (sec.)907590MAX 1MAX 3MAX 2MAX 3MAX 2MAX 2MAX 2MAX 2MAX 2OFF PEAK7510:00 am - 2:00 pmOFFSET (sec.)12062--REMAINDER OF DAY3-SECTION4-SECTION612" POLYCARBONATE TRAFFIC SIGNALHEADS WITH TUNNEL VISORS &MOUNTING HARDWARE (ALL LED)MASTER CONTROLLERGROUND MOUNT SIGNAL CONTROLLER CABINET1-WALK44-FLASHING DON'T WALK89-MIN. GREEN (W/O PED)MIN. GREEN (W/ PED)2016-NTS55" P44 GROUND MOUNTSIGNAL CABINETCONCRETE BASE18" HIGH ALUMINUM SPACERGround MountCabinet Detail10CONTROLLER CABINETCONTROLLER CABINETJUNCTION BOX #2CANTILEVER POLE #4PHASES 4 + 8 + 10OLD FARM RD &#20-30 KIMBALL AVEPHASES 2 + 6 + 9KIMBALL AVE(DWELL)PHASES 1 + 5KIMBALL AVEEB & WB LTJUNCTION BOX #5CANTILEVER POLE #2CANTILEVER POLE #3CONTROLLER CABINETSIGNAL WIRING25'EMERGENCY VEHICLE/TRANSIT PREEMPTION SYSTEM1PREEMPTION SENSOR &CONFIRMATION STROBEMAX 2MAX 2MAX 2MAX 2MAX 2MAX 2MAX 2NOTE: KENNEDY DR & KIMBALL AVE IS THE SYSTEM MASTER WITH 0 SEC. OFFSETS. THECONTRACTOR SHALL PROGRAM THE NEW SIGNAL CONTROLLER TO OPERATE IN THE TIME-BASEDCOORDINATED MODE. THE NEW SIGNAL CONTROLLER SHALL OPERATE IN FREE MODE DURINGOFF-PEAK PERIODSConduit ScheduleFIRE PREEMPTION(CLEARS TO PHASE 2 OR 6)WBEB62CONTROLLER CABINET40'SIGNAL WIRINGPEDESTAL POLE #1JUNCTION BOX #1JUNCTION BOX #2JUNCTION BOX #4JUNCTION BOX #520'JUNCTION BOX #3JUNCTION BOX #465'26295514DateSheet numberScaleCheckedDrawnDesignSurvey Project No.Lamoureux & DickinsonConsulting Engineers, Inc.14 Morse Drive, Essex, VT 05452802-878-4450 www.LDengineering.comDateRevisionBy28-FEB-2022DG/RDK&L / L&DRDN/A19083O'Brien Farm - Eastview South Burlington VermontTraffic Signal PlanKimball Avenue & Old Farm Road20'CANTILEVER POLE #4JUNCTION BOX #35'JUNCTION BOX #4CANTILEVER POLE #145'10'15'JUNCTION BOX #1CONTROLLER CABINETSIGNAL WIRINGCANTILEVER POLE #3CONTROLLER CABINET25'CANTILEVER POLE #3CONTROLLER CABINET25'STREET LIGHTINGSIGNAL WIRINGJUNCTION BOX #5CANTILEVER POLE #25'20'JUNCTION BOX #4CANTILEVER POLE #1JUNCTION BOX #4JUNCTION BOX #565'JUNCTION BOX #3JUNCTION BOX #445'20'CANTILEVER POLE #4JUNCTION BOX #3JUNCTION BOX #2CANTILEVER POLE #420'40'JUNCTION BOX #1JUNCTION BOX #2SIGNAL WIRINGSIGNAL WIRINGSIGNAL WIRINGSIGNAL WIRINGSIGNAL WIRINGSIGNAL WIRINGLOW VOLTAGE WIRING100102040(IN FEET)GRAPHIC SCALE1" = 10 ft.LOW VOLTAGE WIRING INCLUDES VEHICLE DETECTOR,PREEMPTION SENSOR AND PEDESTRIAN PUSH-BUTTON WIRINGLOW VOLTAGE WIRINGLOW VOLTAGE WIRINGLOW VOLTAGE WIRINGLOW VOLTAGE WIRINGLOW VOLTAGE WIRINGLOW VOLTAGE WIRINGLOW VOLTAGE WIRINGLOW VOLTAGE WIRINGTHIS PLAN WAS ORIGINALLY PREPARED BY LAMOUREUX & DICKINSON CONSULTINGENGINEERS, INC. EDITS TO THIS PLAN AFTER MAY 16, 2022 WERE PERFORMED BY TCE, INC.CLIENT AGREES TO INDEMNIFY AND HOLD HARMLESS TCE, INC. FROM ANY DAMAGES,LIABILITIES OR COSTS, INCLUDING REASONABLE ATTORNEY'S FEES AND DEFENSE COSTS,ARISING OR ALLEGEDLY ARISING FROM ANY NEGLIGENT ACTS, ERRORS OR OMISSIONS BYANY PRIOR CONSULTANT RETAINED BY THE CLIENT FOR THIS PROJECT.EDITS PER DPW REVIEW10/22/22RDBUFFER INTERVAL (STEADY DON'T WALK)33-* BUFFER INTERVAL = PART OF YELLOW CLEAR + RED CLEAR INTERVALSPEDESTRIAN PUSHBUTTONASSEMBLYEDITS PER FINAL PLAT CONDITIONS01/16/23RD Kimball AveKimball AveNEW SHARED-USE PATHCANTILEVER POLE #352#70 Kimball AvePotash Rd66192449DZ - 5DZ - 2DZ - 1DZ - 6DZ - 4NEW SHARED-USE PATHNEW SIDEWALKNEW SHARED-USE PATHELECTRICAL SERVICE METER& DISTRIBUTION PANELPEDESTAL POLE #1NEW GROUND MOUNT CABINET WITHTRAFFIC SIGNAL CONTROLLERNEW 24" SOLID WHITE STOP BARCANTILEVER POLE #1NEW 8" SDR 35 PVCSLEEVE (42 LF)NEW 8" SDR 35 PVCSLEEVE (40 LF)JCT.BOX #1JCT.BOX #2JCT.BOX #3JCT.BOX #4NEW 24" SOLID WHITE STOP BARNEW 24" SOLID WHITE STOP BARCANTILEVER POLE #2DZ - 8DZ - 888REMOVE STOP SIGN(NOT SHOWN)NEW LEFT LANE MUST TURN LEFT SIGN(R3-7, 30" x 30")NEW LEFT LANE MUST TURN LEFT SIGN(R3-7, 30" x 30")K21" = 10'NOTES1.ALL TRAFFIC SIGNAL WORK AND MATERIALS SHALL MEETCITY OF SOUTH BURLINGTON PUBLIC WORKS STANDARDSAND SPECIFICATIONS, THE MUTCD, VTRANS 2018STANDARD SPECIFICATIONS SECTIONS 210, 404, 406, 616,618 AND 646, VTRANS GENERAL SPECIAL PROVISIONS ANDTHESE PLANS.2.ALL NEW PAVEMENT MARKINGS SHALL BE DURABLE.2"3"WIRED CONDUITFROMTODESCRIPTIONGMP TRANSFORMERELECTRICAL SERVICETBD25'CANTILEVER POLE #125'EQUIPMENT QUANTITY1THE QUANTITIES LISTED ABOVE ARE APPROXIMATE AND AREFURNISHED FOR INFORMATION ONLY. MISCELLANEOUS (UNLISTED)WIRE, CABLE, HARDWARE ETC., ARE REQUIRED TO PROVIDE FOR AFUNCTIONING TRAFFIC SIGNAL SYSTEM.CANTILEVER POLES & FOUNDATIONSLED HAND/MAN PEDESTRIAN COUNTDOWN SIGNAL HEADSACCESSIBLE PEDESTRIAN PUSH BUTTON ASSEMBLIESJUNCTION BOXESLOCAL CONTROLLER WITH GPS TBC18VEHICLE DETECTION SYSTEMPEDESTAL POSTS & FOUNDATIONSPHASES 4 + 8POTASH RD &#70 KIMBALL AVEPHASES 2 + 6KIMBALL AVE(DWELL)PHASES 1 + 5KIMBALL AVE EB & WB LT312241YELLOW CLEARFLASHING OPERATIONMAX 1 GREENRED CLEARVEH. EXTENSION44372122622026Signal Phasing PlanFR86224MAX 2 GREEN84222LEADING PEDESTRIAN INTERVALNEMA DUAL RING / FULL - ACTUATED PHASINGMAX 3 GREENList of Major EquipmentSignal Timing Data44208--FYWEEKDAYSSATURDAYSUNDAYHOLIDAYSTIMETOD PLAN7:00 - 9:00 amAM PEAKMID-DAY3:00 - 6:00 pmPM PEAKCYCLE (sec.)907590MAX 1MAX 3MAX 2MAX 3MAX 2MAX 2MAX 2MAX 2MAX 2OFF PEAK7510:00 am - 2:00 pmOFFSET (sec.)12062--REMAINDER OF DAY3-SECTION4-SECTION612" POLYCARBONATE TRAFFIC SIGNALHEADS WITH TUNNEL VISORS &MOUNTING HARDWARE (ALL LED)MASTER CONTROLLERGROUND MOUNT SIGNAL CONTROLLER CABINET1-WALK4-FLASHING DON'T WALK8-MIN. GREEN (W/O PED)MIN. GREEN (W/ PED)20-NTS55" P44 GROUND MOUNTSIGNAL CABINETCONCRETE BASE18" HIGH ALUMINUM SPACERGround MountCabinet DetailCONTROLLER CABINETCONTROLLER CABINETJUNCTION BOX #2CANTILEVER POLE #2PHASES 4 + 8POTASH RD &#70 KIMBALL AVEPHASES 2 + 6KIMBALL AVE(DWELL)PHASES 1 + 5KIMBALL AVEEB & WB LTCONTROLLER CABINET25'EMERGENCY VEHICLE/TRANSIT PREEMPTION SYSTEM1MAX 2MAX 2MAX 2MAX 2MAX 2MAX 2MAX 2NOTE: KENNEDY DR & KIMBALL AVE IS THE SYSTEM MASTER WITH 0 SEC. OFFSETS. THECONTRACTOR SHALL PROGRAM THE NEW SIGNAL CONTROLLER TO OPERATE IN THE TIME-BASEDCOORDINATED MODE. THE NEW SIGNAL CONTROLLER SHALL OPERATE IN FREE MODE DURINGOFF-PEAK PERIODSFIRE PREEMPTION(CLEARS TO PHASE 2 OR 6)WBEB62LOW VOLTAGE WIRING60'SIGNAL WIRINGJUNCTION BOX #1JUNCTION BOX #210'JUNCTION BOX #3JUNCTION BOX #426295514DateSheet numberScaleCheckedDrawnDesignSurvey Project No.Lamoureux & DickinsonConsulting Engineers, Inc.14 Morse Drive, Essex, VT 05452802-878-4450 www.LDengineering.comDateRevisionBy28-FEB-2022DG/RDK&L / L&DRDN/A19083O'Brien Farm - Eastview South Burlington VermontTraffic Signal PlanKimball Avenue & Potash Road10'CANTILEVER POLE #2JUNCTION BOX #3JUNCTION BOX #4CANTILEVER POLE #345'CONTROLLER CABINETSIGNAL WIRINGPEDESTAL POLE #1CONTROLLER CABINET10'STREET LIGHTINGSIGNAL WIRING10'JUNCTION BOX #4CANTILEVER POLE #3JUNCTION BOX #3JUNCTION BOX #445'25'CANTILEVER POLE #2JUNCTION BOX #3JUNCTION BOX #2CANTILEVER POLE #210'60'JUNCTION BOX #1JUNCTION BOX #2SIGNAL WIRINGSIGNAL WIRINGSIGNAL WIRINGSIGNAL WIRING100102040(IN FEET)GRAPHIC SCALE1" = 10 ft.CANTILEVER POLE #1CANTILEVER POLE #125'----Conduit Schedule5'SIGNAL WIRINGJUNCTION BOX #15'JUNCTION BOX #1CONTROLLER CABINETCONTROLLER CABINETLOW VOLTAGE WIRINGLOW VOLTAGE WIRINGLOW VOLTAGE WIRINGLOW VOLTAGE WIRINGLOW VOLTAGE WIRINGLOW VOLTAGE WIRINGLOW VOLTAGE WIRING INCLUDES VEHICLE DETECTOR,PREEMPTION SENSOR AND PEDESTRIAN PUSH-BUTTON WIRINGEDITS PER DPW REVIEW10/22/22RDTHIS PLAN WAS ORIGINALLY PREPARED BY LAMOUREUX & DICKINSON CONSULTINGENGINEERS, INC. EDITS TO THIS PLAN AFTER MAY 16, 2022 WERE PERFORMED BY TCE, INC.CLIENT AGREES TO INDEMNIFY AND HOLD HARMLESS TCE, INC. FROM ANY DAMAGES,LIABILITIES OR COSTS, INCLUDING REASONABLE ATTORNEY'S FEES AND DEFENSE COSTS,ARISING OR ALLEGEDLY ARISING FROM ANY NEGLIGENT ACTS, ERRORS OR OMISSIONS BYANY PRIOR CONSULTANT RETAINED BY THE CLIENT FOR THIS PROJECT.BUFFER INTERVAL (STEADY DON'T WALK)*3--* BUFFER INTERVAL = PART OF YELLOW CLEAR + RED CLEAR INTERVALSTRAFFIC SIGNAL LEGEND4DZ - 1VEHICLE DETECTION ZONE TRAFFIC SIGNAL HEADJUNCTION BOXWIRED CONDUIT(S)SIGNAL CONTROLLERMAST ARM POLECONDUIT SLEEVEVEHICLE DETECTION SENSORPREEMPTION SENSOR &CONFIRMATION STROBEPEDESTRIAN PUSHBUTTONASSEMBLYEDITS PER FINAL PLAT CONDITIONS01/16/23RD CANTILEVER POLE #130'8'ROAD PAVEMENT8'2'MAST ARM18'19'RADAR SENSOR FOR KIMBALLAVE WB VEHICLE DETECTION12'PEDESTRIAN PUSH BUTTON 9ASSEMBLY FACING NORTH7'PEDESTRIAN SIGNAL 9FACING EAST4'14FOOTING ELEV. TBDNOTEPEDESTRIAN PUSH BUTTON FACES SHALLBE PARALLEL TO THE SIDEWALK AND THETACTILE ARROW ON THE PUSH BUTTONSHALL POINT TO THE CROSSWALKCANTILEVER POLE #432'8'2'MAST ARM19'RADAR SENSOR FOR #20-30 KIMBALLAVE SB VEHICLE DETECTION22'PEDESTRIAN PUSH BUTTON 9ASSEMBLY FACING NORTH3.5'18'7'FOOTING ELEV. TBDROAD PAVEMENTPEDESTRIAN SIGNALFACING EASTNOTEPEDESTRIAN PUSH BUTTON FACES SHALLBE PARALLEL TO THE SIDEWALK AND THETACTILE ARROW ON THE PUSH BUTTONSHALL POINT TO THE CROSSWALKCANTILEVER POLE #226'11'DRIVEWAY PAVEMENT2'MAST ARM19'RADAR SENSOR FOR OLD FARMRD NB VEHICLE DETECTION13'PEDESTRIAN PUSH BUTTON 10ASSEMBLY FACING EASTPEDESTRIAN SIGNAL 10FACING SOUTH3.5'1418' 7'FOOTING ELEV. TBDPEDESTRIAN SIGNAL 9 FACINGWEST ON BACKSIDE OF POLEPEDESTRIAN PUSH BUTTON 9 ASSEMBLYFACING NORTH ON BACKSIDE OF POLENOTEPEDESTRIAN PUSH BUTTON FACES SHALLBE PARALLEL TO THE SIDEWALK AND THETACTILE ARROW ON THE PUSH BUTTONSHALL POINT TO THE CROSSWALKPREEMPTION SENSOR &CONFIRMATION STROBELED LUMINAIRE MOUNTED ON A 12' LUMINAIREARM, ROTATED 52° CCW FROM THE MAST ARMCANTILEVER POLE #326'8'8'2'MAST ARM18' 24'FOOTING ELEV. TBDRADAR SENSOR FOR KIMBALLAVE EB VEHICLE DETECTION8'ROAD PAVEMENT1'K31" = 5'CANTILEVER POLE #1SECTION LOOKING WEST1/4"1/4"2'-0" DIA.1'1'5'-0" FOOTING DEPTH 2" STEEL CLEARANCE1'WEEP HOLE. INSTALL 1/2" FLEXIBLEPLASTIC CONDUIT FOR #6 AWG SOFTDRAWN COPPER GROUNDCONDUCTOR. CONNECT TO GROUNDELECTRODE WITH STANDARD LOWRESISTANCE NON-FERROUS GROUNDELECTRODE CLAMP.ANCHOR BOLT ORIENTATION MAY VARY(TOED-IN, TOED-OUT OR AS SHOWN) BUTTHERE MUST BE A MINIMUM OF 3" OF COVERAND 3" OF CLEARANCE BETWEEN1/2" CONDUIT FOR GROUNDCONDUCTOR AND WEEP HOLE15" OVERLAP#4 BARS#4 BARS AT 1'-0"VERTICAL SPACING2" SCORE MARK TYPICALALL CONDUIT LOCATIONSCONDUITS - NUMBER,TYPE & SIZE AS REQ'D.POSITION ANCHOR BOLTS TOALLOW MINIMUM CLEARANCE OF1-1/2" TO NEAREST REINFORCINGSTEEL.3" CLEARANCEANCHOR BOLTS4 - #6 BARSELEVATIONSECTIONPEDESTAL POLE REINFORCED CONCRETE FOOTING DETAIL2" SCORE MARK DETAILUSED FOR CONDUITLOCATION IN BOTHCONCRETE & GROUT, SEE"SECTION" DETAIL.CONDUIT(S) - NUMBER,SIZE & TYPE AS REQ'D.3/4" x 24" ANCHOR BOLTS(4 REQ'D.)4 - #6 BARS (4'-6" LONG)24'' UNDER SIDEWALK OR CURB (MIN.)36' UNDER ROADWAY (MIN.)#4 BARS AT 12" VERTICALSPACING, 3" CLEARANCE5/8" X 8' MIN. COPPER CLADGROUND ELECTRODE#6 SOFT DRAWN COPPER GROUNDCONDUCTOR CONNECT TO GROUNDINGLUG IN POLEUSE EDGING TOOL AROUNDTOP OF CONCRETE BASECONDUITS TO EXTEND 2"ABOVE CONCRETE BASENTSPEDESTAL POLE #1SECTION LOOKING SOUTH3'-6"TOP OF POLE FOUNDATIONMATCH FINISH GRADEACCESSIBLE PEDESTRIAN PUSHBUTTON ASSEMBLIES ( 9 FACINGNORTH, 10 FACING EAST)10'4" Ø PEDESTAL POLE (412" O.D.) & CAPCOUNT-DOWN LED PEDESTRIANSIGNAL HEADS ( 9 FACING WEST,10 FACING NORTH).BASE1" = 2'7'DateSheet numberScaleCheckedDrawnDesignSurvey Project No.Lamoureux & DickinsonConsulting Engineers, Inc.14 Morse Drive, Essex, VT 05452802-878-4450 www.LDengineering.comDateRevisionBy28-FEB-2022DG/RDK&L / L&DRDN/A19083O'Brien Farm - Eastview South Burlington VermontST A T E OF VERMONTPROFESSIONAL ENG INEER ROG E R J. DICKINSONLICENSEDNo. 3945CivilCANTILEVER POLE #2SECTION LOOKING NORTHCANTILEVER POLE #3SECTION LOOKING EASTCANTILEVER POLE #4SECTION LOOKING SOUTH14(IN FEET)GRAPHIC SCALE50510201" = 5 ft.Cantilever Pole SectionsKimball Avenue & Old Farm RoadNOTE:THE DESIGN OF THE CANTILEVER POLES AND THEIR FOUNDATIONS IS THERESPONSIBILITY OF THE CONTRACTOR AND THE CANTILEVER POLEMANUFACTURER. THE CANTILEVER POLES AND THEIR FOUNDATIONS SHALL BEDESIGNED BY A STRUCTURAL ENGINEER LICENSED IN THE STATE OF VERMONT. ALLSIGNAL HEADS AND SIGNS SHOULD BE CENTERED VERTICALLY ON THE CANTILEVERARMS. THE CANTILEVER POLES SHALL BE DESIGNED TO PROVIDE A 17'-0" TO 19'-0"VERTICAL CLEARANCE FROM THE PAVEMENT TO THE BOTTOM OF THE SIGNALHEADS (EXCLUDING BACKPLATE). THE SHOP DRAWINGS FOR THE CANTILEVERPOLES SHALL INCLUDE DETAILED DIMENSIONS (ANGLES, LENGTHS, DEAD LOADDEFLECTIONS, ETC.) TO DETERMINE THE RESULTING ELEVATIONS OF EACH SIGNALHEAD.THIS PLAN WAS ORIGINALLY PREPARED BY LAMOUREUX & DICKINSON CONSULTINGENGINEERS, INC. EDITS TO THIS PLAN AFTER MAY 16, 2022 WERE PERFORMED BY TCE, INC.CLIENT AGREES TO INDEMNIFY AND HOLD HARMLESS TCE, INC. FROM ANY DAMAGES,LIABILITIES OR COSTS, INCLUDING REASONABLE ATTORNEY'S FEES AND DEFENSE COSTS,ARISING OR ALLEGEDLY ARISING FROM ANY NEGLIGENT ACTS, ERRORS OR OMISSIONS BYANY PRIOR CONSULTANT RETAINED BY THE CLIENT FOR THIS PROJECT.EDITS PER DPW REVIEW10/22/22RDNOTEPEDESTRIAN PUSH BUTTON FACES SHALLBE PARALLEL TO THE SIDEWALK AND THETACTILE ARROW ON THE PUSH BUTTONSHALL POINT TO THE CROSSWALK\\tce.local\dfs\Shared\_TCE DRAWINGS\2022\540-O'Brien Eastview\19083-K3 K4 Cantilever Sections.dwg, 10/24/2022 6:15:55 PM CANTILEVER POLE #324'8'ROAD PAVEMENT8'2'MAST ARM "A"18'19'RADAR SENSOR FOR KIMBALLAVE WB VEHICLE DETECTION6'FOOTING ELEV. TBDCANTILEVER POLE #232'8'2'MAST ARM19'RADAR SENSOR FOR #20-30 KIMBALLAVE SB VEHICLE DETECTION22'PEDESTRIAN PUSH BUTTON 9ASSEMBLY FACING NORTH3.5'18'7'FOOTING ELEV. TBDROAD PAVEMENTPEDESTRIAN SIGNALFACING EASTNOTEPEDESTRIAN PUSH BUTTON FACES SHALLBE PARALLEL TO THE SIDEWALK AND THETACTILE ARROW ON THE PUSH BUTTONSHALL POINT TO THE CROSSWALKCANTILEVER POLE #3DRIVEWAY PAVEMENTMAST ARM "B"19'RADAR SENSOR FOR IC RDNB VEHICLE DETECTION18'FOOTING ELEV. TBD36'11'2'23'NOTEMAST ARM "B" IS ROTATED 96° CCWFROM MAST ARM "A"LED LUMINAIRE MOUNTED ON A 12' LUMINAIREARM, ROTATED 52° CCW FROM THE MAST ARMCANTILEVER POLE #124'8'8'2'MAST ARM18' 24'FOOTING ELEV. TBDRADAR SENSOR FOR KIMBALLAVE EB VEHICLE DETECTION6'ROAD PAVEMENT1'PREEMPTION SENSOR &CONFIRMATION STROBEK41" = 5'PEDESTAL POLE #1SECTION LOOKING EAST3'-6"TOP OF POLE FOUNDATIONMATCH FINISH GRADEACCESSIBLE PEDESTRIAN PUSHBUTTON ASSEMBLY 9 FACINGNORTH10'4" Ø PEDESTAL POLE (412" O.D.) & CAPCOUNT-DOWN LED PEDESTRIANSIGNAL HEAD 9 FACING WESTBASE1" = 2'7'DateSheet numberScaleCheckedDrawnDesignSurvey Project No.Lamoureux & DickinsonConsulting Engineers, Inc.14 Morse Drive, Essex, VT 05452802-878-4450 www.LDengineering.comDateRevisionBy28-FEB-2022DG/RDK&L / L&DRDN/A19083O'Brien Farm - Eastview South Burlington VermontST A T E OF VERMONTPROFESSIONAL ENG INEER ROG E R J. DICKINSONLICENSEDNo. 3945Civil14(IN FEET)GRAPHIC SCALE50510201" = 5 ft.CANTILEVER POLE #1 - MAST ARM "A"SECTION LOOKING WESTCANTILEVER POLE #3 - MAST ARM "B"SECTION LOOKING NORTHCANTILEVER POLE #2SECTION LOOKING SOUTHCANTILEVER POLE #1SECTION LOOKING EASTCantilever Pole SectionsKimball Avenue & Potash RoadNOTE:THE DESIGN OF THE CANTILEVER POLES AND THEIR FOUNDATIONS IS THERESPONSIBILITY OF THE CONTRACTOR AND THE CANTILEVER POLEMANUFACTURER. THE CANTILEVER POLES AND THEIR FOUNDATIONS SHALL BEDESIGNED BY A STRUCTURAL ENGINEER LICENSED IN THE STATE OF VERMONT. ALLSIGNAL HEADS AND SIGNS SHOULD BE CENTERED VERTICALLY ON THE CANTILEVERARMS. THE CANTILEVER POLES SHALL BE DESIGNED TO PROVIDE A 17'-0" TO 19'-0"VERTICAL CLEARANCE FROM THE PAVEMENT TO THE BOTTOM OF THE SIGNALHEADS (EXCLUDING BACKPLATE). THE SHOP DRAWINGS FOR THE CANTILEVERPOLES SHALL INCLUDE DETAILED DIMENSIONS (ANGLES, LENGTHS, DEAD LOADDEFLECTIONS, ETC.) TO DETERMINE THE RESULTING ELEVATIONS OF EACH SIGNALHEAD.THIS PLAN WAS ORIGINALLY PREPARED BY LAMOUREUX & DICKINSON CONSULTINGENGINEERS, INC. EDITS TO THIS PLAN AFTER MAY 16, 2022 WERE PERFORMED BY TCE, INC.CLIENT AGREES TO INDEMNIFY AND HOLD HARMLESS TCE, INC. FROM ANY DAMAGES,LIABILITIES OR COSTS, INCLUDING REASONABLE ATTORNEY'S FEES AND DEFENSE COSTS,ARISING OR ALLEGEDLY ARISING FROM ANY NEGLIGENT ACTS, ERRORS OR OMISSIONS BYANY PRIOR CONSULTANT RETAINED BY THE CLIENT FOR THIS PROJECT.EDITS PER DPW REVIEW10/22/22RDNOTEPEDESTRIAN PUSH BUTTON FACES SHALLBE PARALLEL TO THE SIDEWALK AND THETACTILE ARROW ON THE PUSH BUTTONSHALL POINT TO THE CROSSWALK\\tce.local\dfs\Shared\_TCE DRAWINGS\2022\540-O'Brien Eastview\19083-K3 K4 Cantilever Sections.dwg, 10/24/2022 6:16:20 PM Cantilever Pole DetailsK5ROUNDED EDGE INSIDE9/16" O HOLES (TYP.)ANCHOR BOLT DETAILSIZEL (IN.)T (IN.)425484968999L6"T1/4"1/4"(SPREAD FOOTINGS OR PILES ARE OPTIONAL)1'-0"1'-0"FOOTING DEPTH 2" STEEL CLEARANCE1'BCSFTPWEEP HOLE - INSTALL 12" Ø FLEXIBLE PLASTICCONDUIT FOR #6 AWG SOFT DRAWN COPPERGROUND CONDUCTOR. CONNECT TO GROUNDELECTRODE WITH STANDARD LOW RESISTANCENON-FERROUS GROUND ELECTRODE CLAMP.114" Ø BLIND HALF COUPLINGWIRE OUTLETS (TYP.)ANCHOR BOLT ORIENTATION MAY VARY(TOED-IN, TOED-OUT OR AS SHOWN) BUTTHERE MUST BE A MINIMUM OF 3" OFCOVER AND 3" OF CLEARANCE BETWEEN12" Ø CONDUIT FORGROUND CONDUCTOR2" SCORE MARK TYPICALALL CONDUIT LOCATIONS2" MIN. I. D. CONDUITPOSITION ANCHOR BOLTS TO ALLOWMINIMUM CLEARANCE OF 112" TO NEARESTREINFORCING STEEL.3" CLEARANCEANCHOR BOLTSELEVATIONANCHOR BOLT DETAILSECTIONCANTILEVER POLE FOOTING DETAIL2" SCORE MARK DETAILPOLE PENETRATION DETAILPOLE BASE / BASE PLATEDETAILUSED FOR CONDUIT LOCATION, SEE"SECTION" DETAIL.2" MIN. I. D. ELECTRICALCONDUIT(S) AS REQUIREDANCHOR BOLTS. SEE DETAILAND CHART AT LEFT24" UNDER SIDEWALK OR CURB (MIN)36" UNDER ROADWAY (MIN)58" Ø X 8' MIN. COPPER CLADGROUND ELECTRODE.END DETAIL 2" ØANCHOR BOLT ONLY114" TO 134" Ø BOLT4" x 4" x 1" PLATEINTERRUPTED THREADS#6 SOFT DRAWN COPPER GROUND CONDUCTORCONNECT TO GROUNDING LUG IN POLE4" GROUT PLACED AFTER POLE IS PLUMBEDIN BOTH CONCRETEAND GROUTALL SUPPORT BRACKETSARE TO BE GALVANIZEDL 312" x 212" x 516" OR Z 4" x 3" x 14"SIGN ON SINGLEMAST ARMEQUAL TO SIGN HEIGHT THE CANTILEVER POLE FOOTING DETAIL AND POLEBASE / BASE PLATE DETAIL SHOWN ON THIS PAGEHAVE BEEN PROVIDED TO SHOW CERTAIN MINIMUMDIMENSIONAL AND INSTALLATION REQUIREMENTS.IT IS THE CONTRACTOR'S RESPONSIBILITY TO HAVETHE CANTILEVER POLES AND THEIR FOUNDATIONSDESIGNED BY A STRUCTURAL ENGINEER LICENSEDIN THE STATE OF VERMONT.SIGN BRACKET DETAILSMINIMUM DIMENSION -EDGE OF BOLT HOLE TOEDGE OF BASE PLATE =ANCHOR BOLTDIAMETERSEEDETAILAT RIGHTBOLT CIRCLEALIGN POLE BASE 90° TO MAST ARMGROUND WIRES SHALLBE CONNECTED TO THEGROUNDING LUGINSIDE THE HANDHOLEACCESS4" X 612" HANDHOLEFRAME WITH COVER (TYP.EACH POLE) - PLACE ONSIDE OF POLE AWAYFROM APPROACHINGTRAFFICNUTS UNDER POLEBASE FOR PLUMBADJUSTMENTTOP OF FOOTING4" GROUTFOOTINGDIAMETER58" Ø U-BOLT138" TYP.CONDUITS TO EXTEND 2"ABOVE BASE GROUT114" Ø x 48"112" Ø x 60"134" x 90"2" x 96"DateSheet numberScaleCheckedDrawnDesignSurvey Project No.Lamoureux & DickinsonConsulting Engineers, Inc.14 Morse Drive, Essex, VT 05452802-878-4450 www.LDengineering.comDateRevisionBy28-FEB-2022DG/RDK&L / L&DRDN/A19083O'Brien Farm - Eastview South Burlington VermontLOGOJUNCTION BOX DETAILNTSCOVER TO BE HELD IN PLACE BY2 (OR 4) STAINLESS STEEL HEXHEAD BOLTS (NOT SHOWN)GASKETED COVER*DIMENSIONS A THRU C AS SHOWN ON THE PLANS(MINIMUM 18" x 12" x 12" OR AS REQUIRED BY THENATIONAL ELECTRIC CODE)FLUSH IN PEDESTRIAN AREAS ORWHERE EXPOSED TO PLOWING ORTRAFFIC. 1" - 2" ABOVE GROUND INOTHER AREASALL JUNCTION BOXES SHALL HAVE EITHER STRAIGHT ORTAPERED SIDES (SMALLER SQUARE OR RECTANGULARDIMENSIONS AT THE TOP). THERE SHALL BE NO OUTWARDPROTRUDING LIPS AT THE TOP OF THE JUNCTION BOX.SHAPE MAY VARY SLIGHTLY WITH MANUFACTURER.36" MIN. UNDER ROAD24" MIN. UNDER CURBOR SIDEWALKBEND RAD. = 6 TIMESCONDUIT I.D. (TYP.)(MIN. 12" R.)6" MIN.(TYP.)A*B*C*36" MIN. UNDER ROAD24" MIN. UNDER CURBOR SIDEWALK\\tce.local\dfs\Shared\_TCE DRAWINGS\2022\540-O'Brien Eastview\19083-K5 Cantilever Details.dwg, 10/24/2022 6:17:30 PM Traffic Signal SpecificationsK6CANTILEVER MAST ARM POLE SPECIFICATIONSGENERAL SPECIFICATIONS1.01THIS PROJECT INVOLVES THE INSTALLATION OF NEW TRAFFIC SIGNAL SYSTEMS AT THE NEWKIMBALL AVE / OLD FARM RD AND KIMBALL AVE / IC ROAD INTERSECTIONS IN THE CITY OF SOUTHBURLINGTON. THE NEW TRAFFIC SIGNAL SYSTEMS SHALL OPERATE IN THE COORDINATED MODEWITH THE EXISTING TRAFFIC SIGNAL SYSTEM AT THE INTERSECTION OF KENNEDY DRIVE ANDKIMBALL AVE.1.02ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE 2018 VERMONT AGENCY OFTRANSPORTATION STANDARD SPECIFICATIONS FOR CONSTRUCTION, THE MANUAL ON UNIFORMTRAFFIC CONTROL DEVICES, THE CITY OF SOUTH BURLINGTON'S PUBLIC WORKS STANDARDS ANDTHESE PLANS.1.03TO ENSURE COMPLIANCE WITH THE PLAN(S), THE CONTRACTOR SHALL NOTIFY THE CITY OF SOUTHBURLINGTON PUBLIC WORKS DEPT. 24 HOURS IN ADVANCE OF STARTING ANY WORK, CUTTING THEPAVEMENT, BEGINNING THE INSTALLATION OF ANY SIGNAL EQUIPMENT, START-UP OF SIGNALOPERATION AND FINAL INSPECTION.1.04THE CONTRACTOR SHALL CONTACT ALL UTILITIES BEFORE EXCAVATION TO VERIFY THE LOCATIONSOF ANY UNDERGROUND LINES. THE CONTRACTOR SHALL ALSO CONTACT "DIGSAFE" AT 811 ANDOBTAIN A DIGSAFE TICKET PRIOR TO ANY EXCAVATION. THE CONTRACTOR SHALL VERIFY THEEXACT LOCATIONS OF EXISTING UTILITIES AND SHALL BE RESPONSIBLE FOR ANY DAMAGE TO ANYUTILITY, PUBLIC OR PRIVATE, SHOWN HEREON.1.05L&D WAIVES ANY AND ALL RESPONSIBILITY AND LIABILITY FOR PROBLEMS THAT MAY ARISE FROM:FAILURE TO FOLLOW THESE PLANS AND SPECIFICATIONS AND THE DESIGN INTENT THAT THEYCONVEY, ANY CHANGES MADE IN THE PLANS AND SPECIFICATIONS OR IN THE CONSTRUCTION OFTHE PROPOSED IMPROVEMENTS WITHOUT L&D'S PRIOR KNOWLEDGE AND CONSENT, AND/ORFAILURE TO SCHEDULE OBSERVATION OF THE WORK AND TESTING IN PROGRESS.1.06THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEMOLITION AND REMOVAL OF EXISTINGSTRUCTURES, VEGETATION AND PAVEMENT NECESSARY TO CONSTRUCT THE PROJECT, UNLESSOTHERWISE NOTED ON THE PLANS. THE CONTRACTOR SHALL REMOVE ALL EXCESS MATERIAL,DEBRIS AND TRASH FROM THE SITE ON A DAILY BASIS. ANY SURFACES, LINES OR STRUCTURESWHICH HAVE BEEN DAMAGED BY THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED TO THECONDITION AT LEAST EQUAL TO THAT IN WHICH THEY WERE FOUND IMMEDIATELY PRIOR TO THEBEGINNING OF CONSTRUCTION. THE CONTRACTOR SHALL REMOVE ALL EXCESS MATERIAL, DEBRISAND TRASH FROM THE SITE UPON COMPLETION OF CONSTRUCTION.1.07THE SIGNAL SYSTEM SHALL NOT OPERATE WITHOUT THE APPROPRIATE PAVEMENT MARKINGS ANDRELATED SIGNING IN PLACE. THE SIGNAL HEADS SHALL BE COVERED WITH AN OPAQUE COVERINGUNTIL SUCH TIME AS THE SIGNAL SYSTEM IS FUNCTIONAL. AT NO TIME SHALL THE SIGNAL HEADSBE VISIBLE WITHOUT HAVING SOME FORM OF SIGNAL INDICATIONS, I.E. FLASHING OPERATION ORSEQUENCING AS PER PLAN. TRAFFIC SIGNALS INSTALLED AT NEW LOCATIONS SHALL BEACTIVATED ONLY UPON THE APPROVAL OF THE ENGINEER AND AFTER FLASHING FOR A MINIMUMOF 48 HOURS.SIGNAL EQUIPMENT SPECIFICATIONS3.01ALL NEW EQUIPMENT SHALL MEET OR EXCEED 2018 VTRANS STANDARD SPECIFICATIONS 678 & 752,NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION (NEMA) STANDARDS AND INTERNATIONALMUNICIPAL SIGNAL ASSOCIATION (IMSA) OR INSTITUTE OF TRANSPORTATION ENGINEERS (ITE)SPECIFICATIONS, WHERE APPLICABLE. INSTALLATION OF SIGNAL EQUIPMENT SHALL BE AS DETAILED ONTHESE PLANS AND THE VTRANS STANDARD DETAILS REFERENCED ON THIS SHEET IN GENERALSPECIFICATIONS.3.02THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR EACH NEW TRAFFIC SIGNAL EQUIPMENT ITEM TOTHE RESIDENT ENGINEER FOR APPROVAL. SHOP DRAWING SUBMITTALS SHALL CONFORM TO VTRANS STD.SPECS.3.03ALL POLE MOUNTED AND MAST ARM MOUNTED SIGNAL HEADS SHALL HAVE POLYCARBONATE SECTIONS ANDLENSES. THE SIGNAL HEADS SHALL HAVE FLAT BLACK HOUSINGS AND VISORS. BLACK LOUVEREDBACKPLATES SHALL BE INSTALLED ON ALL SIGNAL HEADS UNLESS OTHERWISE NOTED. ALL NEW SIGNALHEADS SHALL BE 12" LED. ALL MAST ARM MOUNTED SIGNS AND SIGNAL HEADS SHALL ALSO BE SECUREDWITH SAFETY CABLES.3.04ALL MAST ARM AND PEDESTAL POLES SHALL BE PAINTED FLAT BLACK WITH A POWDER COATING PROCESS.3.05MINIMUM CONDUIT SIZES SHALL BE: 2.5" Ø FOR POWER SERVICES AND 2" Ø FOR ALL OTHER (INCLUDINGSIGNAL WIRING, STREET LIGHTING, LOOP LEAD-INS, INTERCONNECT, ETC.).3.06PEDESTRIAN SIGNALS SHALL INCLUDE ACCESSIBLE PEDESTRIAN ASSEMBLIES AS DEFINED IN THE VTRANSSPECIFICATIONS. PEDESTRIAN INSTRUCTION SIGNS SHALL BE INCLUDED AT ALL PEDESTRIAN PUSH BUTTONLOCATIONS. PEDESTRIAN HEADS SHALL HAVE BLACK HOUSING, COUNTDOWN / SYMBOL TYPE FACES, ANDSHALL BE CLAM-SHELL DIRECT MOUNTED.3.07CONTROLLER/CABINET NOTES:A.THE CITY OF SOUTH BURLINGTON HAS STANDARDIZED ON ECONOLITE TRAFFIC SIGNAL CONTROLLERSAND TRAFFIC SIGNAL CONTROL PRODUCTS. SUBSTITUTES AND "OR EQUALS" WILL NOT BE ACCEPTED.B.THE SIGNAL CONTROLLER SHALL BE ECONOLITE COBALT (NEMA TS2, TYPE 2) WITH A CONNECTEDVEHICLE COPROCESSOR (CVCP) MODULE ENCLOSED IN A GROUND MOUNTED NEMA P44 TRAFFIC SIGNALCONTROL CABINET WITH BASE AND EXTENSION. THE CABINET SHALL BE ORIENTED SO THAT THECABINET DOOR OPENS AWAY FROM TRAFFIC AND SHALL BE PAINTED FLAT BLACK FINISH WITH A POWDERCOATING PROCESS.C.THE DWELL PHASE (PHASE 2/6) SHALL BE USED FOR THE START-UP PHASE FOLLOWING FLASHINGOPERATION.D.SIGNAL TIMINGS SHOWN ON THESE PLANS MAY REQUIRE FINE-TUNING IN THE FIELD BASED ON TRAFFICOBSERVATIONS. FINAL ACCEPTANCE OF THIS PROJECT BY THE CITY WILL BE SUBJECT TO A 30-DAY TESTPERIOD, DURING WHICH ALL ADJUSTMENTS SHALL BE MADE AND EQUIPMENT PROBLEMS CORRECTED BYTHE CONTRACTOR AT NO ADDITIONAL EXPENSE. IF PROBLEMS ARISE DURING THE 30-DAY TEST PERIOD,THE ACCEPTANCE DATE MAY BE EXTENDED.E.UPON COMPLETION OF THE 30-DAY TEST PERIOD, THE CONTRACTOR SHALL PROVIDE TO THE CITY ANDTHE DESIGN ENGINEER UPDATED SIGNAL TIMING PROGRAMMING SHEETS SHOWING ALL MODIFIEDSETTINGS, IF ANY.F. THE CONTROLLER CABINETS SHALL HAVE AN APPROVED EMERGENCY GENERATOR CONNECTION.3.08VEHICLE DETECTION SYSTEM:THE CONTRACTOR SHALL INSTALL A VEHICLE DETECTION SYSTEM (VDS) FOR ALL APPROACHES AND LANESUTILIZING WAVETRONIX SMARTSENSOR MATRIX. THE VDS SHALL INCLUDE:A.RADAR SENSOR AND INTEGRATED PROCESSOR IN ONE COMPACT UNIT.B.ALL MOUNTING HARDWARE.C.COMMUNICATIONS INTERFACE PANEL, DETECTOR PORT MASTER, RADAR SENSOR CABLE, PLUS ALLASSOCIATED EQUIPMENT AND MISCELLANEOUS FITTINGS (INCL. CABINET WIRING).D.ALL LABOR, MATERIAL, EQUIPMENT AND SIGNAL CONTROLLER PROGRAMMING REQUIRED TO COMPLETETHE INSTALLATION AND MAKE THE VDS FULLY OPERATIONAL.E.RADAR SENSORS SHALL BE MOUNTED ON MAST ARMS USING EXTENSION BRACKETS NO LONGER THAN 12INCHES, AND SHALL BE PROGRAMMED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS ANDRECOMMENDATIONS TO ACHIEVE THE DETECTION ZONES AS SHOWN ON THE SIGNAL LAYOUT PLAN.ALL VDS COMPONENTS SHALL BE CURRENT PRODUCTION EQUIPMENT FURNISHED BY THE SAMEMANUFACTURER (FOR SYSTEM OPERATION COMPATIBILITY PURPOSES).3.09COORDINATION:TIME-BASED COORDINATION SHALL BE USED TO COORDINATE THE OPERATION OF THE SIGNALCONTROLLERS AT THE NEW CITY STREET 'B' AND KIMBALL AVE INTERSECTIONS. THE CONTROLLER CLOCKSSHALL BE KEPT IN SYNC BY PROVIDING AND INSTALLING A GPS RECEIVER/CLOCK AT EACH INTERSECTION.THE GPS RECEIVER/CLOCKS SHALL BE MODEL TIMESYNC1-GPS, AS MANUFACTURED BY ELECTROTECHNICSCORP., OR EQUAL. THE WORK TO BE PERFORMED BY THE SIGNAL CONTRACTOR IN THIS CONTRACTINCLUDES MODIFYING THE EXISTING SIGNAL CONTROLLER PROGRAMMING AT THE KIMBALL AVEINTERSECTION SO THAT THE KIMBALL AVE SIGNAL WILL OPERATE IN THE COORDINATED MODE.3.10EMERGENCY VEHICLE / TRANSIT PREEMPTION SYSTEM:THE EMERGENCY VEHICLE / TRANSIT PREEMPTION SYSTEM SHALL BE A LINE-OF-SIGHT SYSTEM USING AVISIBLE STROBE LIGHT EMITTER TRANSMITTING VISIBLE FLASHES OF LIGHT AT A SPECIFIEDFREQUENCY/PATTERN. THE SYSTEM SHALL BE COMPATIBLE WITH OTHER EXISTING EMERGENCY VEHICLE /TRANSIT PREEMPTION SYSTEMS CURRENTLY IN USE IN THE CITY OF SOUTH BURLINGTON. THE SYSTEMSHALL INCLUDE ALL NECESSARY INTERFACE BOARDS AND WIRING; EMTRAC ST-9730 SERIES OPTICALSENSORS; EMTRAC ST-9320 2-CHANNEL OPTICAL PRIORITY DETECTORS; AND WHELEN CONFIRMATIONSTROBES FOR EACH DIRECTION. EMITTERS AND OTHER VEHICLE MOUNTED EQUIPMENT TO BE PURCHASEDSEPARATELY BY THE CITY. ALL EMERGENCY VEHICLE / TRANSIT PREEMPTION SYSTEM COMPONENTS SHALLBE CURRENT PRODUCTION EQUIPMENT FURNISHED BY THE SAME CONTRACTOR (FOR SYSTEM OPERATIONCOMPATIBILITY PURPOSES).FINAL EMERGENCY VEHICLE PREEMPTION SIGNAL TIMINGS TO BE DETERMINED AFTER INSTALLATION WITHINPUT FROM THE SOUTH BURLINGTON FIRE DEPARTMENT3.11ACCESSIBLE PEDESTRIAN PUSH BUTTON ASSEMBLIES:ACCESSIBLE PEDESTRIAN PUSH BUTTON ASSEMBLIES SHALL BE INSTALLED PER MUTCD REQUIREMENTS.THE PUSH BUTTON FACES ARE TO BE PARALLEL WITH THE CROSSWALK THEY ARE SERVING. THE PUSHBUTTON ARROW SHALL POINT TOWARDS THE CROSSWALK. WHEN TWO PUSH BUTTONS ARE LOCATED ONONE POLE WITH LESS THEN 10 FOOT SEPARATION, THE WALK INDICATION SHALL BE A SPEECH MESSAGE,NOT JUST A TONE.DateSheet numberScaleCheckedDrawnDesignSurvey Project No.Lamoureux & DickinsonConsulting Engineers, Inc.14 Morse Drive, Essex, VT 05452802-878-4450 www.LDengineering.comDateRevisionBy28-FEB-2022DG/RDK&L / L&DRDN/A19083O'Brien Farm - Eastview South Burlington VermontSTREET LIGHTING SPECIFICATIONLED LUMINAIRES SHALL BE HOUSED IN AN ALL ALUMINUMENCLOSURE AND MOUNTED ON A 12 FT LONG LUMINAIRE ARMUSING A 2" HORIZONTAL TENON. THE ARM SHALL BE ORIENTEDAS SHOWN. THE LUMINAIRE SHALL BE OF A MODULAR DESIGN,PHOTOCELL CONTROLLED AND SHALL ACCOMMODATE VARIEDLIGHTING OUTPUT FROM HIGH POWER, WHITE, 4000K, MINIMUM70 CRI, LONG-LIFE LED SOURCES OPERATING AT 525MA.LUMINAIRES SHALL PROVIDE 8,500 INITIAL DELIVERED LUMENSIN AN IESNA TYPE III MEDIUM LIGHT DISTRIBUTION AND HAVE AB3-U0-G3 BUG RATING. LUMINAIRES SHALL BE ASMANUFACTURED BY CREE LIGHTING LEDWAY SERIES, MODELSTR-LWY-3M-HT-06-E-UL-BK-525, OR APPROVED EQUAL.2.01ALL MATERIALS AND CONSTRUCTION SHALL CONFORM TO THE STATE OF VERMONT AGENCY OFTRANSPORTATION'S "STANDARD SPECIFICATIONS FOR CONSTRUCTION", DATED 2018.2.02OVERHEAD SIGN/SIGNAL SUPPORTS SHALL CONFORM TO "STANDARD SPECIFICATIONS FORSTRUCTURAL SUPPORTS FOR HIGHWAY SIGNS, LUMINAIRES, AND TRAFFIC SIGNALS", AMERICANASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS (AASHTO), DATED 2009 OR ITSLATEST REVISION.2.03ADDITIONAL DESIGN CRITERIA ARE AS FOLLOWS:CONCRETE 28-DAY COMPRESSIVE STRENGTH (f'c) = 3,500 PSI,REINFORCING STEEL MAX. ALLOWABLE STRESS (fs) = 24,000 PSI (GRADE 60),FOOTING SOIL PRESSURE = 3,000 PSF (MAXIMUM),WIND LOAD AND ICE LOAD PER ABOVE REFERENCED AASHTO STANDARDS,FATIGUE DESIGN FOR CATEGORY II MAJOR ROADWAY PER ABOVE REFERENCED AASHTOSTANDARDS.2.04ANCHOR BOLTS - FOUR STAINLESS STEEL ANCHOR BOLTS WITH TWO HEXAGON NUTS, ONEWASHER AND ONE LOCK WASHER PER BOLT SHALL BE FURNISHED WITH EACH POLE. SEESUBSECTION 714.09.2.05FLANGE BOLTS - ALL FLANGE BOLTS AND HEX NUTS SHALL BE HIGH STRENGTH STEEL AND SHALLCONFORM TO ASTM A325. THE FLANGE BOLTS SHALL BE CAPABLE OF RESISTING 133% OF THEFULL DESIGN STRESS OF THE TUBE AT ITS YIELD STRENGTH STRESS.2.06HORIZONTAL AND VERTICAL MEMBERS - STEEL TUBES SHALL BE FORMED AND WELDED WITH ONECONTINUOUS LONGITUDINAL WELD ONLY. AFTER FORMING AND WELDING THEY SHALL BE COLDROLLED TO ENSURE UNIFORMITY OF SIZE AND SMOOTHNESS OF WELD. THEY SHALL HAVE AMINIMUM YIELD STRENGTH OF 55 KSI. THERE SHALL BE NO TRANSVERSE WELDING EXCEPT AT THEFLANGE CONNECTIONS AND POLE BASE PLATES, WHERE THE TUBES SHALL TELESCOPE THEFLANGES AND PLATES AND BE CONTINUOUSLY WELDED BOTH SIDES INSIDE AND OUT TOWITHSTAND THE FULL TRANSFER OF THE BENDING STRENGTH TO THE BOLTS. OPTIONALLY, THEMEMBERS MAY BE A SERIES OF TWO OR THREE DIFFERENT DIAMETER PIPES WELDED TOGETHER.2.07GALVANIZING - ALL STEEL COMPONENTS, EXCEPT CONCRETE REINFORCING AND STAINLESSSTEEL HARDWARE, ARE TO BE HOT DIPPED GALVANIZED AFTER FABRICATION. THE ASSEMBLIESSHALL BE DESIGNED AND FABRICATED TO PERMIT GALVANIZING ON ALL INTERIOR AND EXTERIORSURFACES AND SHALL BE FREE OF POCKETS AND OTHER STRUCTURAL OBSTRUCTIONS THAT WILLNOT PERMIT PROPER DEPOSITION OF ZINC COATING. GALVANIZING SHALL BE IN ACCORDANCEWITH ASTM A123 AND A153.2.08WELDINGA.ALL DESIGN DETAILS, WORKMANSHIP, PROCEDURES AND INSPECTION SHALL CONFORM WITHSUBSECTION 506.10.B.ALL WELDS SHALL BE AT LEAST AS STRONG AS THE MATERIAL(S) BEING WELDED.2.09FOOTINGSA. FOOTINGS SHALL BE DESIGNED IN ACCORDANCE WITH VTRANS MATERIALS & RESEARCHENGINEERING INSTRUCTIONS - GEOTECHNICAL DESIGN PROCEDURES FOR MAST ARM ANDOVERHEAD SIGN SUPPORT FOUNDATIONS, DATED MARCH 9, 2010.B.THE CONTRACTOR SHALL PERFORM A SOIL BORING AT EACH NEW MAST ARM AND/OR SIGNALPOLE LOCATION, AND SHALL PREPARE A PRELIMINARY GEOTECHNICAL REPORT INACCORDANCE WITH SECTION 4.0 OF THE ABOVE REFERENCED VTRANS GEOTECHNICAL DESIGNPROCEDURES.C.FOUNDATIONS SHALL BE DESIGNED TO RESIST LOADS EQUAL TO, OR GREATER THAN, THEMAXIMUM LOADS THAT THE POLE(S) ARE DESIGNED FOR.D. THREE TYPES OF FOUNDATIONS, AS OUTLINED IN AASHTO STANDARD SPECIFICATIONS (SEENOTE 1.02) SECTION 13 SHALL BE ALLOWED:1.DRILLED SHAFTS2.SPREAD FOOTINGS3.PILESE. DRILLED SHAFT FOOTINGS SHALL BE POURED IN DRILLED SHAFTS AGAINST UNDISTURBEDMATERIAL. THE TOP TWO FEET OF SOIL SHALL BE NEGLECTED FOR DESIGN PURPOSES.F. AS AN ALTERNATIVE TO THE DRILLED HOLES, FOOTINGS MAY BE POURED IN EXCAVATED HOLESUSING THE PROPER FORMS, WHICH MUST BE REMOVED. THE EXCAVATED HOLES SHALL BE ATLEAST TWO FEET CLEAR OF THE FOOTING. THE BACKFILL MATERIAL SHALL BE COMPACTED ASDESCRIBED IN SUBSECTION 204.12. DESIGN LIMITS AS FOR AUGURED FOOTINGS APPLY.G. WHEN THE DESIGN DEPTH OF A FOOTING CANNOT BE OBTAINED DUE TO UNFORESEEN FIELDCONDITIONS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND OBTAIN A REVISED FOOTINGDETAIL FROM THE ENGINEER.2.09 (CONT.)H.ANY BACKFILL PLACED ADJACENT TO THE FOOTING SHALL BE GRANULAR MATERIAL MEETINGTHE REQUIREMENTS FOR GRANULAR BACKFILL FOR STRUCTURES, SUBSECTION 704.08.CONCRETE FOR FOOTING SHALL CONFORM TO THE REQUIREMENTS OF CONCRETE, CLASS B,SECTION 501, STRUCTURAL CONCRETE. GROUT MATERIAL SHALL BE NON-SHRINKING MORTARCONFORMING TO SUBSECTION 707.03 (MORTAR TYPE IV).I.THE TRAFFIC SIGNAL CANTILEVER MAST ARM POLES SHALL BE BACKRAKED BEFORE THESIGNALS ARE INSTALLED SO THAT THE POLES WILL BE PLUMB WHEN DEAD LOAD DEFLECTIONDUE TO SIGNAL HEADS OCCURS. THE AMOUNT OF BACKRAKE SHALL BE AS SHOWN ON THEPLANS. SIGNALS/SIGNS SHALL BE MOUNTED AND LEVELED AND POLES SHALL BE BACKRAKEDPRIOR TO PLACING GROUT UNDER POLE BASE.2.10SHOP DRAWINGS (3 COPIES OF EACH OR ELECTRONICALLY IN PDF FORMAT) SHALL BE SUBMITTEDTO THE DESIGN ENGINEER FOR APPROVAL PRIOR TO FABRICATION. THE SHOP DRAWINGS SHALLINCLUDE THE FOLLOWING INFORMATION:A. DETAILED DRAWING OF EACH COMPONENT OF THE STRUCTURE.B. MATERIAL SPECIFICATIONS FOR EACH COMPONENT OF THE STRUCTURE, EITHER BY COMPLETESPECIFICATION OR REFERENCE TO APPLICABLE ASTM STANDARDS.C. NOTATION OF PROJECT NAME, PROJECT NUMBER, ROUTE NUMBER, AND STRUCTURESTATIONING (TO BE INCLUDED ON EACH SHEET).D. DETAILS FOR LOCATION OF SIGNS/SIGNALS AND ATTACHMENT HARDWARE FOR THE SUPPORTSTRUCTURE.E. ALL ELEVATION AND DIMENSIONS NECESSARY TO PROVIDE A COM PLETE SET OF RECORDPLANS.F. DEAD LOAD DEFLECTION AND CAMBER INFORMATION.G. WELDING DETAILS AND PROCEDURES ARE REQUIRED FOR ALL WELDS. PROCEDURES SHALL BESUBMITTED FOR APPROVAL WITH REFERENCE TO EACH WELD IDENTIFIED ON THE SHOPDRAWINGS. (SEE SUB-SECTION 506.10).2.11EACH OVERHEAD TRAFFIC SIGNAL/SIGN SUPPORT SHALL BE GROUNDED. THE GROUND SHALLCONSIST OF:A) AN INTERNAL GROUND LUG OPPOSITE THE HAND HOLE.B) A #6 (MIN.) SOFT DRAWN COPPER GROUNDING ELECTRODE CONDUCTOR.C) A 5/8" X 8' (MIN.) COPPER CLAD GROUNDING ELECTRODE. THE RESISTANCE TO GROUND SHALLBE 25 OHMS OR LESS. ADDITIONAL GROUNDING ELECTRODES MAY BE REQUIRED (MINIMUMSPACING SHALL BE 6'). WHEN A POWER SERVICE, METER AND DISCONNECT ARE ATTACHED TOA POLE, THERE SHALL BE A CONTINUOUS GROUND WIRE FROM THE METER AND DISCONNECTWHICH MAY RUN INTERNAL TO THE UPRIGHT, THROUGH THE 1/2" FLEXIBLE TUBING IN THECONCRETE BASE TO THE REQUIRED GROUNDING ELECTRODE(S). THE GROUND WIRE FROM THEPOLE GROUNDING LUG, CONTROLLER CABINET AND/OR LUMINAIRE MAY ATTACH TO THISCONTINUOUS GROUNDING ELECTRODE CONDUCTOR FROM THE SERVICE METER ANDDISCONNECT. THE CONTRACTOR SHALL PERFORM A RESISTANCE TO GROUND TEST ON THECONTINUOUS GROUNDING ELECTRODE CONDUCTOR FROM THE SERVICE METER ANDDISCONNECT AND PROVIDE A WRITTEN STATEMENT TO THE AREA ELECTRICAL INSPECTOR THATTHE GROUNDING ELECTRODE CONDUCTOR IS CONTINUOUS FROM THE SERVICE METER ANDDISCONNECT AND THE RESISTANCE TO GROUND IS 25 OHMS OR LESS.2.12THE COST OF SIGNAL/SIGN SUPPORTS, INCLUDING ALL HARDWARE, SIGN BRACKETS, FOOTING ANDLUMINAIRE ARMS SHALL BE INCLUDED IN THE BID PRICE. THESE COMPONENTS SHALL CONFORMTO ALL APPLICABLE PROVISIONS OF SECTIONS 677, 678, AND 679.2.13HORIZONTAL MEMBERS SHALL BE CAMBERED AND THE VERTICAL POLES BACKRAKED (WHEREAPPLICABLE) TO THE ANTICIPATED DEAD LOAD DEFLECTION PLUS THE CAMBER, IF ANY, SPECIFIEDON THE PLANS.2.14AN EQUIVALENT ALTERNATE DESIGN MAY BE SUBSTITUTED FOR THE DETAILS AND MATERIALSSHOWN.2.15THE DETAILS OF DESIGN FOR THE STRUCTURE AND FOOTINGS ARE TO BE SUPPLIED BY THECONTRACTOR AND/OR BY THE MANUFACTURER. THE STRUCTURE SHALL BE DESIGNED TO RESISTTHE MAXIMUM LOADING AS OUTLINED IN THE AASHTO STANDARD SPECIFICATIONS (SEE NOTE 2).ALL DETAILS OF THE STRUCTURE AND THE FOOTING SHALL BE CHECKED AND STAMPED BY ASTRUCTURAL ENGINEER REGISTERED IN THE STATE OF VERMONT PRIOR TO SUBMITTAL OF THESHOP DRAWINGS TO THE ENGINEER.2.16IN ADDITION TO THE SHOP DRAWINGS OUTLINED IN NOTE 2.10, THE CONTRACTOR SHALL SUBMITALL DESIGN CALCULATIONS TO THE RESIDENT ENGINEER SHOWING THE FOLLOWING INFORMATIONFOR EACH OF THE VERTICAL AND HORIZONTAL COMPONENTS OF THE STRUCTURE AND FOOTING:A. THE DESIGN AXIAL AND SHEAR FORCES AND BENDING AND TORSIONAL MOMENTS.B. THE DESIGN AXIAL, BENDING AND SHEAR STRESSES AND THE COMBINED STRESS RATIO.C. VIBRATION AND FATIGUE CALCULATIONS AS SET FORTH IN SECTION 11 OF THE AASHTOPUBLICATION REFERENCED IN NOTE 2.02.D. THE ALLOWABLE AXIAL, BENDING, AND SHEAR STRESSES.E. ITEMS A,B,D - SHALL BE SHOWN FOR EACH OF THE GROUP LOADINGS (I, II, III) AND FOR THEBASIC WIND LOAD APPLIED TO THE TWO CASES OUTLINED IN THE AASHTO STANDARDSPECIFICATIONS (SEE NOTE 2) SECTION 1.2.5 (D) (4).F. FAILURE TO SUPPLY THE PROPER DESIGN INFORMATION SHALL BE CAUSE FOR REJECTION OFTHE STRUCTURE.G. A MINIMUM OF TWO (2) WEEKS SHALL BE REQUIRED FOR REVIEW BY THE RESIDENT AND DESIGNENGINEERS.H. EVERY MEMBER AND CONNECTION IN AN OVERHEAD TRAFFIC SIGNAL SUPPORT SHALL BEDESIGNED TO PROVIDE ADDITIONAL RESIDUAL CAPACITY FOR FUTURE MODIFICATIONSEQUIVALENT TO A 5-SECTION TRAFFIC SIGNAL HEAD WITH A 5 INCH LOUVERED BACKPLATELOCATED ON THE OUTERMOST EXTENT TO THE MAST ARM.2.17THE CONTRACTOR/MANUFACTURER SHALL PROVIDE ALL STRUCTURE AND FOOTING DIMENSIONALDATA.2.18FOR INSTALLATIONS WHERE BOTH "EXISTING" AND "FUTURE" CONDITIONS ARE SHOWN, THESUPPORTS SHALL BE DESIGNED FOR THE MORE SEVERE OF THE TWO LOADING CONDITIONS. THEINFORMATION OUTLINED IN NOTE 2.16 ABOVE SHALL BE PROVIDED FOR BOTH THE LOADINGCONDITIONS.2.19THE TRAFFIC SIGNALS SHALL BE MOUNTED TO THE ARM OR POLE USING A FIXED MOUNT SYSTEMAS SHOWN ON STD DETAIL E-171C. ALL SIGNAL EQUIPMENT AND SIGNS MOUNTED ONCANTILEVERED MAST ARMS SHALL HAVE SAFETY CABLES.2.20BASE PLATES SHALL BE STAMPED WITH THE VERTICAL POLE DIAMETER, HEIGHT, YIELD STRENGTH,GAUGE AND THE HORIZONTAL MEMBER DIAMETER, LENGTH, YIELD STRENGTH, GAUGE.ALTERNATELY, THE INFORMATION MAY BE STAMPED ON A METAL TAG RIVETED TO THE POLE NEARTHE HANDHOLE.THIS PLAN WAS ORIGINALLY PREPARED BY LAMOUREUX & DICKINSON CONSULTINGENGINEERS, INC. EDITS TO THIS PLAN AFTER MAY 16, 2022 WERE PERFORMED BY TCE, INC.CLIENT AGREES TO INDEMNIFY AND HOLD HARMLESS TCE, INC. FROM ANY DAMAGES,LIABILITIES OR COSTS, INCLUDING REASONABLE ATTORNEY'S FEES AND DEFENSE COSTS,ARISING OR ALLEGEDLY ARISING FROM ANY NEGLIGENT ACTS, ERRORS OR OMISSIONS BYANY PRIOR CONSULTANT RETAINED BY THE CLIENT FOR THIS PROJECT.EDITS PER DPW REVIEW10/22/22RDVTRANS STANDARD DRAWINGSVTRANS STANDARD DRAWINGS APPLICABLE TO THE TRAFFICSIGNAL WORK DETAILED ON THESE PLANS INCLUDE:·E-170TRAFFIC CONTROL SIGNALS PEDESTAL POST MOUNTED·E-171ATRAFFIC CONTROL SIGNALS GENERAL NOTES & DETAILS·E-171BTRAFFIC CONTROL SIGNALS MISC. DETAILS·E-171CTRAFFIC CONTROL SIGNALS CANTILEVER MOUNTAINDETAILS & PED. PUSH BUTTON ACCESSIBILITY DETAIL·E-173PULLBOXES AND JUNCTION BOXES·E-175POWER DROP STANCHIONS\\tce.local\dfs\Shared\_TCE DRAWINGS\2022\540-O'Brien Eastview\19083-K6 Traffic Signal Specs.dwg, 10/24/2022 6:18:21 PM Lane Closure on Two-Lane Road Using FlaggersWORK ZONENTS350'50' - 100'50' - 100'350'Lane Closure on Two-Lane Road withSide Road Using UTO and/or Flaggers50' - 100'50' - 100'350'350'350'350'350'350'350'350'350'350'350'350'350'NOTE:500 FT SHORT-TERM TEMPORARY TRAFFIC CONTROLWORK ZONESEE SHEETS 2 - 5 FOR LONG-TERMSTATIONARY TRAFFIC CONTROL SIGNING350'350'350'350'350'W20-7W3-4W20-4W20-1W20-7W3-4W20-1W20-7W3-4W20-4W20-1UTOADJUST CHANNELIZING DEVICES ASREQUIRED TO ACCOMMODATE VEHICLES,INCLUDING TRUCKS & BUSES, AS WORKPROGRESSES THROUGH THE INTERSECTION.ROADWORKAHEADONE LANEROADAHEADBEPREPAREDTO STOPROAD WORK AHEAD ONE LANE ROAD AHEAD BE PREPARED TO STOPROADWORKAHEADONE LANEROADAHEADBEPREPAREDTO STOPROAD WORK AHEAD ONE LANE ROAD AHEAD BE PREPARED TO STOPROADWORKAHEADONE LANEROADAHEADBEPREPAREDTO STOPNTSENDROAD WORK G20-2ENDROAD WORKG20-2ENDROAD WORKG20-2W20-4ENDROAD WORK G20-2ENDROAD WORKG20-2W20-7W3-4W20-1W20-4W20-7W3-4W20-4W20-1FLAGGERCHANNELIZING DEVICELEGENDSHORT-TERM TEMPORARYTRAFFIC CONTROL SIGNK7Traffic Control PlanTypical Short-Term Lane ClosuresNOTES:1.THE MUTCD DEFINES SHORT-TERM TEMPORARY TRAFFIC CONTROL MEASURES TO BE USED FOR WORK PERIODS NOT EXCEEDING THREE DAYS.TEMPORARY TRAFFIC CONTROL SIGNS, INCLUDING BUT NOT LIMITED TO "ROAD WORK AHEAD" AND "END ROAD WORK" SIGNS, SHALL BE POSTMOUNTED FOR WORK PERIODS EXCEEDING THREE DAYS.2.ALL SHORT-TERM TEMPORARY TRAFFIC CONTROL SIGNS SHALL BE COVERED OR REMOVED AT THE END OF EACH WORK DAY.3.SHORT-TERM TRAFFIC CONTROL SIGNS SHALL BE RE-POSITIONED AS THE ACTIVE WORK ZONE AND FLAGGER LOCATIONS ADVANCE DURING EACHWORK DAY.4.THE SIDE ROAD LONG-TERM TEMPORARY TRAFFIC CONTROL SIGNS SHOWN ON VTRANS STD. T-10 SHALL BE COVERED AND SHORT-TERMTEMPORARY TRAFFIC CONTROL SIGNS USED AS SHOWN ON THIS SHEET WHEN THE ACTIVE WORK ZONE PASSES THROUGH A SIDE ROADINTERSECTION.5.NO CONSTRUCTION SIGNS SHALL BE INSTALLED AS TO INTERFERE OR OBSTRUCT THE VIEW OF EXISTING TRAFFIC CONTROL DEVICES, STOPPINGSIGHT DISTANCE, AND CORNER SIGHT DISTANCE FROM DRIVES AND TOWN HIGHWAYS.6.TWO FLAGGERS ARE STANDARD; BUT ADDITIONAL FLAGGERS SHALL BE UTILIZED WHEN SIGNIFICANT PRIVATE DRIVES AND/OR BUSINESSES ARELOCATED WITHIN THE WORK ZONE. FLAGGER PROCEDURES SHALL CONFORM TO THE MUTCD.7.UNIFORMED TRAFFIC OFFICERS (UTO) SHALL BE UTILIZED TO DIRECT TRAFFIC AT MAJOR INTERSECTIONS AND AT OTHER LOCATIONS AS NEEDED.FLAGGERS SHALL HOLD TRAFFIC ON EACH INTERSECTION APPROACH AS DIRECTED BY THE UTO. USE CHANNELIZING DEVICES TO DIRECTTURNING VEHICLES TO DESIRED LANE(S).NTSSTA T E OF VERMONTPROFESSIONAL ENG INEER ROG E R J. DICKINSONLICENSEDNo. 3945CivilDateSheet numberScaleCheckedDrawnDesignSurvey Project No.Lamoureux & DickinsonConsulting Engineers, Inc.14 Morse Drive, Essex, VT 05452802-878-4450 www.LDengineering.comDateRevisionBy28-FEB-2022DG/RDK&L / L&DRDN/A19083O'Brien Farm - Eastview South Burlington Vermont\\tce.local\dfs\Shared\_TCE DRAWINGS\2022\540-O'Brien Eastview\19083-K7 Short Term Lane Closure.dwg, 10/24/2022 6:19:04 PM Kimball AvenueADFHGOld Farm Road (relocated)#20-30 Kimball AveKimball AvenueHLMNPPPQQPPPNQQPPMQOOOOONEW SIDEWALKNEW SHARED-USE PATHNEW SHARED-USE PATHNEW SHARED-USE PATH75' LEFT -TURN LANE200' ENTRY TAPER75' LEFT -TURN LANE180' ENTRY TAPERRRFBRRFBQOGDO NOT INSTALL UNTIL RRFB IS REMOVEDWITH NEW TRAFFIC SIGNALOld Farm Road (existing)Potash RoadKimball AvenueDIAGHGHKimball Avenue#70 Kimball AveLMNPNOOOOOPPPPPQQQQ75' LEFT -TURN LANE75' LEFT -TURN LANE180' ENTRY TAPER180' ENTRY TAPER100' RIGHT-TURN LANENEW SHARED-USE PATHNEW SHARED-USE PATHNEW SIDEWALKQPOT1DateSheet numberScaleCheckedDrawnDesignSurvey Project No.Lamoureux & DickinsonConsulting Engineers, Inc.14 Morse Drive, Essex, VT 05452802-878-4450 www.LDengineering.comDateRevisionBy28-FEB-2022DG/RDK&L / L&DRDN/A19083O'Brien Farm - Eastview South Burlington Vermont1" = 30'Roadway Traffic Signs &Pavement Markings PlanGRAPHIC SCALE3003060120(IN FEET)1" = 30 ft.NOTEPAVEMENT MARKINGS AND SIGNS SHOWN HEREON AT THENEW KIMBALL AVE/OLD FARM RD AND KIMBALL AVE/IC ROADINTERSECTIONS ARE FOR STOP-SIGN TRAFFIC CONTROLPRIOR TO INSTALLING TRAFFIC SIGNALS.CBASTOP SIGN (R1-1, 30" x 30")PEDESTRIAN CROSSWALK SIGNS(W11-2, 30" x 30" & W16-7p, 24" x 12", FYG)ROAD NARROWS SIGN (W5-1, 36" x 36") 24" STOP BAR4" DOTTED WHITE LINELEGENDD25 MPH SPEED LIMIT SIGN (R2-1, 24" x 30")ENO PARKING SIGN (R7-1, 12" x 18")FNO TRUCKS SIGN (R5-2, 24" x 24")GLEFT LANE MUST TURN LEFT SIGN (R3-7, 30" x 30")HLEFT LANE ASSIGNMENT SIGN (VR-922, 30" x 36")IJRIGHT LANE ASSIGNMENT SIGN (VR-922, 30" x 30")KBICYCLE / PEDESTRIAN SIGN (W11-15, 30" x 30")LSPEED HUMP SIGN (W17-1, 30" x 30")MWHITE ARROW OR WORD MARKINGN4" SOLID WHITE LINEODOUBLE 4" SOLID YELLOW LINEQPNEW PAVED ROAD OR SHARED-USE PATHNEW SIDEWALKRDETECTABLE WARNING SURFACESPEED HUMP MARKINGS -12" SOLID WHITE LINES(REF. MUTCD FIG 3B-30)CROSSWALK - 12" SOLID WHITE LINES, 3'-6" O.C.RRFBRECTANGULAR RAPID FLASHING BEACONWITH B-B PEDESTRIAN CROSSWALK SIGNS(W11-2, 30" x 30" & W16-7p, 24" x 12", FYG)EDITS PER DPW REVIEW10/22/22RDTHIS PLAN WAS ORIGINALLY PREPARED BY LAMOUREUX & DICKINSON CONSULTINGENGINEERS, INC. EDITS TO THIS PLAN AFTER MAY 16, 2022 WERE PERFORMED BY TCE, INC.CLIENT AGREES TO INDEMNIFY AND HOLD HARMLESS TCE, INC. FROM ANY DAMAGES,LIABILITIES OR COSTS, INCLUDING REASONABLE ATTORNEY'S FEES AND DEFENSE COSTS,ARISING OR ALLEGEDLY ARISING FROM ANY NEGLIGENT ACTS, ERRORS OR OMISSIONS BYANY PRIOR CONSULTANT RETAINED BY THE CLIENT FOR THIS PROJECT.EDITS PER FINAL PLAT CONDITIONS01/16/23RD O'BrienOld Farm RoadO'Brien Farm Road Ext ADADOld Farm RoadKKMLLQQQQFarmRoadMMQARAISED PEDESTRIAN CROSSWALKRAISED PEDESTRIAN CROSSWALK50 LF CENTERLINE MARKINGS ONSIDE STREET APPROACHES (TYP.)50 LF CENTERLINE MARKINGS ONSIDE STREET APPROACHES (TYP.)AALLKOld Farm RoadAOld Farm RoadMRRQLMQMabel WayADDMLQPTPP (TYP.)QAAQBBRAISED PEDESTRIAN CROSSWALK50 LF CENTERLINE MARKINGS ONSIDE STREET APPROACHES (TYP.)KKSUUUT2DateSheet numberScaleCheckedDrawnDesignSurvey Project No.Lamoureux & DickinsonConsulting Engineers, Inc.14 Morse Drive, Essex, VT 05452802-878-4450 www.LDengineering.comDateRevisionBy28-FEB-2022DG/RDK&L / L&DRDN/A19083O'Brien Farm - Eastview South Burlington Vermont1" = 30'Roadway Traffic Signs &Pavement Markings PlanGRAPHIC SCALE3003060120(IN FEET)1" = 30 ft.CBASTOP SIGN (R1-1, 30" x 30")PEDESTRIAN CROSSWALK SIGNS(W11-2, 30" x 30" & W16-7p, 24" x 12", FYG)ROAD NARROWS SIGN (W5-1, 36" x 36") 24" STOP BAR4" DOTTED WHITE LINELEGENDD25 MPH SPEED LIMIT SIGN (R2-1, 24" x 30")ENO PARKING SIGN (R7-1, 12" x 18")FNO TRUCKS SIGN (R5-2, 24" x 24")GLEFT LANE MUST TURN LEFT SIGN (R3-7, 30" x 30")HLEFT LANE ASSIGNMENT SIGN (VR-922, 30" x 36")IJRIGHT LANE ASSIGNMENT SIGN (VR-922, 30" x 30")KBICYCLE / PEDESTRIAN SIGN (W11-15, 30" x 30")LSPEED HUMP SIGN (W17-1, 30" x 30")MWHITE ARROW OR WORD MARKINGN4" SOLID WHITE LINEODOUBLE 4" SOLID YELLOW LINEQPRSPEED HUMP MARKINGS -12" SOLID WHITE LINES(REF. MUTCD FIG 3B-30)CROSSWALK - 12" SOLID WHITE LINES, 3'6" O.C.RRFBRECTANGULAR RAPID FLASHING BEACONWITH B-B PEDESTRIAN CROSSWALK SIGNS(W11-2, 30" x 30" & W16-7p, 24" x 12", FYG)SHANDICAP PARKING SIGN (R7-8, 12" x 18" & R7-8p, 18" x 9")HANDICAP SYMBOL MARKINGTNEW PAVED ROAD OR SHARED-USE PATHNEW SIDEWALKDETECTABLE WARNING SURFACENEW GRAVEL SHARED-USE PATHNEW STABILIZED PERVIOUS SURFACENO PARKING ON STREET SIGN (R8-1, 12" x 18")UNO DELIVERY TRUCKS SIGN (R5-4, 18" x 24")VEDITS PER DPW REVIEW10/22/22RDTHIS PLAN WAS ORIGINALLY PREPARED BY LAMOUREUX & DICKINSON CONSULTINGENGINEERS, INC. EDITS TO THIS PLAN AFTER MAY 16, 2022 WERE PERFORMED BY TCE, INC.CLIENT AGREES TO INDEMNIFY AND HOLD HARMLESS TCE, INC. FROM ANY DAMAGES,LIABILITIES OR COSTS, INCLUDING REASONABLE ATTORNEY'S FEES AND DEFENSE COSTS,ARISING OR ALLEGEDLY ARISING FROM ANY NEGLIGENT ACTS, ERRORS OR OMISSIONS BYANY PRIOR CONSULTANT RETAINED BY THE CLIENT FOR THIS PROJECT.EDITS PER FINAL PLAT CONDITIONS01/16/23RDADDED NO PARKING & NO DELIVERY TRUCK SIGNS02/01/23RD Old Farm RoadEastview P (TYP.)QQQAQLMADMLQOld Farm RoadADRRFBRRFBMabel Way 50 LF CENTERLINE MARKINGS ONSIDE STREET APPROACHES (TYP.)Leo LaneUUOld Farm RoadAMLQP (TYP.)P (TYP.)QQQQQAOld Farm RoadPPBBTSLeo LaneEastview Lane VUUUUUT3DateSheet numberScaleCheckedDrawnDesignSurvey Project No.Lamoureux & DickinsonConsulting Engineers, Inc.14 Morse Drive, Essex, VT 05452802-878-4450 www.LDengineering.comDateRevisionBy28-FEB-2022DG/RDK&L / L&DRDN/A19083O'Brien Farm - Eastview South Burlington Vermont1" = 30'Roadway Traffic Signs &Pavement Markings PlanGRAPHIC SCALE3003060120(IN FEET)1" = 30 ft.CBASTOP SIGN (R1-1, 30" x 30")PEDESTRIAN CROSSWALK SIGNS(W11-2, 30" x 30" & W16-7p, 24" x 12", FYG)ROAD NARROWS SIGN (W5-1, 36" x 36") 24" STOP BAR4" DOTTED WHITE LINELEGENDD25 MPH SPEED LIMIT SIGN (R2-1, 24" x 30")ENO PARKING SIGN (R7-1, 12" x 18")FNO TRUCKS SIGN (R5-2, 24" x 24")GLEFT LANE MUST TURN LEFT SIGN (R3-7, 30" x 30")HLEFT LANE ASSIGNMENT SIGN (VR-922, 30" x 36")IJRIGHT LANE ASSIGNMENT SIGN (VR-922, 30" x 30")KBICYCLE / PEDESTRIAN SIGN (W11-15, 30" x 30")LSPEED HUMP SIGN (W17-1, 30" x 30")MWHITE ARROW OR WORD MARKINGN4" SOLID WHITE LINEODOUBLE 4" SOLID YELLOW LINEQPRSPEED HUMP MARKINGS -12" SOLID WHITE LINES(REF. MUTCD FIG 3B-30)CROSSWALK - 12" SOLID WHITE LINES, 3'6" O.C.RRFBRECTANGULAR RAPID FLASHING BEACONWITH B-B PEDESTRIAN CROSSWALK SIGNS(W11-2, 30" x 30" & W16-7p, 24" x 12", FYG)SHANDICAP PARKING SIGN (R7-8, 12" x 18" & R7-8p, 18" x 9")HANDICAP SYMBOL MARKINGTNEW PAVED ROAD OR SHARED-USE PATHNEW SIDEWALKDETECTABLE WARNING SURFACENEW GRAVEL SHARED-USE PATHNEW STABILIZED PERVIOUS SURFACENO PARKING ON STREET SIGN (R8-1, 12" x 18")UNO DELIVERY TRUCKS SIGN (R5-4, 18" x 24")VEDITS PER DPW REVIEW10/22/22RDTHIS PLAN WAS ORIGINALLY PREPARED BY LAMOUREUX & DICKINSON CONSULTINGENGINEERS, INC. EDITS TO THIS PLAN AFTER MAY 16, 2022 WERE PERFORMED BY TCE, INC.CLIENT AGREES TO INDEMNIFY AND HOLD HARMLESS TCE, INC. FROM ANY DAMAGES,LIABILITIES OR COSTS, INCLUDING REASONABLE ATTORNEY'S FEES AND DEFENSE COSTS,ARISING OR ALLEGEDLY ARISING FROM ANY NEGLIGENT ACTS, ERRORS OR OMISSIONS BYANY PRIOR CONSULTANT RETAINED BY THE CLIENT FOR THIS PROJECT.EDITS PER FINAL PLAT CONDITIONS01/16/23RDADDED NO PARKING & NO DELIVERY TRUCK SIGNS02/01/23RD Old Farm RoadMabel Way Daniel D r i v e Eastview Eastview QQAQLMAQLMDDRRKKNEW SPEED HUMP50 LF CENTERLINE MARKINGS ONSIDE STREET APPROACHES (TYP.)50 LF CENTERLINE MARKINGS ONSIDE STREET APPROACHES (TYP.)UUUAO'Brien Farm Road ExtP (TYP.)TSEEEUUT4DateSheet numberScaleCheckedDrawnDesignSurvey Project No.Lamoureux & DickinsonConsulting Engineers, Inc.14 Morse Drive, Essex, VT 05452802-878-4450 www.LDengineering.comDateRevisionBy28-FEB-2022DG/RDK&L / L&DRDN/A19083O'Brien Farm - Eastview South Burlington Vermont1" = 30'Roadway Traffic Signs &Pavement Markings PlanGRAPHIC SCALE3003060120(IN FEET)1" = 30 ft.CBASTOP SIGN (R1-1, 30" x 30")PEDESTRIAN CROSSWALK SIGNS(W11-2, 30" x 30" & W16-7p, 24" x 12", FYG)ROAD NARROWS SIGN (W5-1, 36" x 36") 24" STOP BAR4" DOTTED WHITE LINELEGENDD25 MPH SPEED LIMIT SIGN (R2-1, 24" x 30")ENO PARKING SIGN (R7-1, 12" x 18")FNO TRUCKS SIGN (R5-2, 24" x 24")GLEFT LANE MUST TURN LEFT SIGN (R3-7, 30" x 30")HLEFT LANE ASSIGNMENT SIGN (VR-922, 30" x 36")IJRIGHT LANE ASSIGNMENT SIGN (VR-922, 30" x 30")KBICYCLE / PEDESTRIAN SIGN (W11-15, 30" x 30")LSPEED HUMP SIGN (W17-1, 30" x 30")MWHITE ARROW OR WORD MARKINGN4" SOLID WHITE LINEODOUBLE 4" SOLID YELLOW LINEQPRSPEED HUMP MARKINGS -12" SOLID WHITE LINES(REF. MUTCD FIG 3B-30)CROSSWALK - 12" SOLID WHITE LINES, 3'6" O.C.RRFBRECTANGULAR RAPID FLASHING BEACONWITH B-B PEDESTRIAN CROSSWALK SIGNS(W11-2, 30" x 30" & W16-7p, 24" x 12", FYG)SHANDICAP PARKING SIGN (R7-8, 12" x 18" & R7-8p, 18" x 9")HANDICAP SYMBOL MARKINGTNEW PAVED ROAD OR SHARED-USE PATHNEW SIDEWALKDETECTABLE WARNING SURFACENEW GRAVEL SHARED-USE PATHNEW STABILIZED PERVIOUS SURFACENO PARKING ON STREET SIGN (R8-1, 12" x 18")UNO DELIVERY TRUCKS SIGN (R5-4, 18" x 24")VEDITS PER DPW REVIEW10/22/22RDTHIS PLAN WAS ORIGINALLY PREPARED BY LAMOUREUX & DICKINSON CONSULTINGENGINEERS, INC. EDITS TO THIS PLAN AFTER MAY 16, 2022 WERE PERFORMED BY TCE, INC.CLIENT AGREES TO INDEMNIFY AND HOLD HARMLESS TCE, INC. FROM ANY DAMAGES,LIABILITIES OR COSTS, INCLUDING REASONABLE ATTORNEY'S FEES AND DEFENSE COSTS,ARISING OR ALLEGEDLY ARISING FROM ANY NEGLIGENT ACTS, ERRORS OR OMISSIONS BYANY PRIOR CONSULTANT RETAINED BY THE CLIENT FOR THIS PROJECT.EDITS PER FINAL PLAT CONDITIONS01/16/23RDADDED NO PARKING & NO DELIVERY TRUCK SIGNS02/01/23RD Barn RdALALMMMP (TYP.)BBBBDaniel Drive Mabel WayMabel WayUUUABBMabel Wa y Eastview LaneVUUUPotash RoadBBRELOCATE THE RRFB'S FROM THEKIMBALL AVE CROSSWALK AT OLD FARMRD TO THIS CROSSWALK ONCE THATINTERSECTION IS SIGNALIZED ANDPOTASH RD IS EXTENDED TO TILLEY DRT5DateSheet numberScaleCheckedDrawnDesignSurvey Project No.Lamoureux & DickinsonConsulting Engineers, Inc.14 Morse Drive, Essex, VT 05452802-878-4450 www.LDengineering.comDateRevisionBy28-FEB-2022DG/RDK&L / L&DRDN/A19083O'Brien Farm - Eastview South Burlington Vermont1" = 30'Roadway Traffic Signs &Pavement Markings PlanGRAPHIC SCALE3003060120(IN FEET)1" = 30 ft.CBASTOP SIGN (R1-1, 30" x 30")PEDESTRIAN CROSSWALK SIGNS(W11-2, 30" x 30" & W16-7p, 24" x 12", FYG)ROAD NARROWS SIGN (W5-1, 36" x 36") 24" STOP BAR4" DOTTED WHITE LINELEGENDD25 MPH SPEED LIMIT SIGN (R2-1, 24" x 30")ENO PARKING SIGN (R7-1, 12" x 18")FNO TRUCKS SIGN (R5-2, 24" x 24")GLEFT LANE MUST TURN LEFT SIGN (R3-7, 30" x 30")HLEFT LANE ASSIGNMENT SIGN (VR-922, 30" x 36")IJRIGHT LANE ASSIGNMENT SIGN (VR-922, 30" x 30")KBICYCLE / PEDESTRIAN SIGN (W11-15, 30" x 30")LSPEED HUMP SIGN (W17-1, 30" x 30")MWHITE ARROW OR WORD MARKINGN4" SOLID WHITE LINEODOUBLE 4" SOLID YELLOW LINEQPRSPEED HUMP MARKINGS -12" SOLID WHITE LINES(REF. MUTCD FIG 3B-30)CROSSWALK - 12" SOLID WHITE LINES, 3'6" O.C.RRFBRECTANGULAR RAPID FLASHING BEACONWITH B-B PEDESTRIAN CROSSWALK SIGNS(W11-2, 30" x 30" & W16-7p, 24" x 12", FYG)SHANDICAP PARKING SIGN (R7-8, 12" x 18" & R7-8p, 18" x 9")HANDICAP SYMBOL MARKINGTNEW PAVED ROAD OR SHARED-USE PATHNEW SIDEWALKDETECTABLE WARNING SURFACENEW GRAVEL SHARED-USE PATHNEW STABILIZED PERVIOUS SURFACENO PARKING ON STREET SIGN (R8-1, 12" x 18")UNO DELIVERY TRUCKS SIGN (R5-4, 18" x 24")VEDITS PER DPW REVIEW10/22/22RDTHIS PLAN WAS ORIGINALLY PREPARED BY LAMOUREUX & DICKINSON CONSULTINGENGINEERS, INC. EDITS TO THIS PLAN AFTER MAY 16, 2022 WERE PERFORMED BY TCE, INC.CLIENT AGREES TO INDEMNIFY AND HOLD HARMLESS TCE, INC. FROM ANY DAMAGES,LIABILITIES OR COSTS, INCLUDING REASONABLE ATTORNEY'S FEES AND DEFENSE COSTS,ARISING OR ALLEGEDLY ARISING FROM ANY NEGLIGENT ACTS, ERRORS OR OMISSIONS BYANY PRIOR CONSULTANT RETAINED BY THE CLIENT FOR THIS PROJECT.EDITS PER FINAL PLAT CONDITIONS01/16/23RDADDED NO PARKING & NO DELIVERY TRUCK SIGNS02/01/23RD Mabel WayUUT6DateSheet numberScaleCheckedDrawnDesignSurvey Project No.Lamoureux & DickinsonConsulting Engineers, Inc.14 Morse Drive, Essex, VT 05452802-878-4450 www.LDengineering.comDateRevisionBy28-FEB-2022DG/RDK&L / L&DRDN/A19083O'Brien Farm - Eastview South Burlington Vermont1" = 30'Roadway Traffic Signs &Pavement Markings PlanGRAPHIC SCALE3003060120(IN FEET)1" = 30 ft.EDITS PER DPW REVIEW10/22/22RDTHIS PLAN WAS ORIGINALLY PREPARED BY LAMOUREUX & DICKINSON CONSULTINGENGINEERS, INC. EDITS TO THIS PLAN AFTER MAY 16, 2022 WERE PERFORMED BY TCE, INC.CLIENT AGREES TO INDEMNIFY AND HOLD HARMLESS TCE, INC. FROM ANY DAMAGES,LIABILITIES OR COSTS, INCLUDING REASONABLE ATTORNEY'S FEES AND DEFENSE COSTS,ARISING OR ALLEGEDLY ARISING FROM ANY NEGLIGENT ACTS, ERRORS OR OMISSIONS BYANY PRIOR CONSULTANT RETAINED BY THE CLIENT FOR THIS PROJECT.EDITS PER FINAL PLAT CONDITIONS01/16/23RDCBASTOP SIGN (R1-1, 30" x 30")PEDESTRIAN CROSSWALK SIGNS(W11-2, 30" x 30" & W16-7p, 24" x 12", FYG)ROAD NARROWS SIGN (W5-1, 36" x 36") 24" STOP BAR4" DOTTED WHITE LINELEGENDD25 MPH SPEED LIMIT SIGN (R2-1, 24" x 30")ENO PARKING SIGN (R7-1, 12" x 18")FNO TRUCKS SIGN (R5-2, 24" x 24")GLEFT LANE MUST TURN LEFT SIGN (R3-7, 30" x 30")HLEFT LANE ASSIGNMENT SIGN (VR-922, 30" x 36")IJRIGHT LANE ASSIGNMENT SIGN (VR-922, 30" x 30")KBICYCLE / PEDESTRIAN SIGN (W11-15, 30" x 30")LSPEED HUMP SIGN (W17-1, 30" x 30")MWHITE ARROW OR WORD MARKINGN4" SOLID WHITE LINEODOUBLE 4" SOLID YELLOW LINEQPRSPEED HUMP MARKINGS -12" SOLID WHITE LINES(REF. MUTCD FIG 3B-30)CROSSWALK - 12" SOLID WHITE LINES, 3'6" O.C.RRFBRECTANGULAR RAPID FLASHING BEACONWITH B-B PEDESTRIAN CROSSWALK SIGNS(W11-2, 30" x 30" & W16-7p, 24" x 12", FYG)SHANDICAP PARKING SIGN (R7-8, 12" x 18" & R7-8p, 18" x 9")HANDICAP SYMBOL MARKINGTNEW PAVED ROAD OR SHARED-USE PATHNEW SIDEWALKDETECTABLE WARNING SURFACENEW GRAVEL SHARED-USE PATHNEW STABILIZED PERVIOUS SURFACENO PARKING ON STREET SIGN (R8-1, 12" x 18")UNO DELIVERY TRUCKS SIGN (R5-4, 18" x 24")VADDED NO PARKING & NO DELIVERY TRUCK SIGNS02/01/23RD