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HomeMy WebLinkAboutAgenda 08B_SD-22-10_500 Old Farm_OBrien Eastview_FP_plans_docsDANIEL 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 XXXX X X X X X X X XXX X XXX X XXXX X XXXX X X X X X XXXXXXXLANDSCAPE 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: 11/4/2022 10:05 AMOVERALL SITE PLAN 1"=100' CO 10.31.2022 L100 SCALE OF FEET 1000100 200 SCALE OF FEET MATCHLINE - SEE INSET BELOWFOR SHEET L1061 ACT 250 SUBMISSION 09.21.2022 2 CITY RE-SUBMITTAL 10.21.2022 LEGEND BITUMINOUS CONCRETE GRAVEL/CRUSHED STONE STONEDUST SCORED CONCRETE 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 XXXX X X X X X X X XXX X XXX X XXXX X XXXX X X X X X XXXXXXXL101 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: 10/20/2022 4:29 PMOVERALL SITE PLAN 1"=100' CO 04.01.2022 L100 SCALE OF FEET 1000100 200 SCALE OF FEET MATCHLINE - SEE INSET BELOWFOR SHEET L1061 ACT 250 SUBMISSION 09.21.2022 2 CITY RE-SUBMITTAL 10.21.2022 O L D F A R M R O A D DANIEL DRIVEMABEL WAYL302 1 x411.0 FF 412.3 410.5x x408.66 x410.66 410 x409.3 x426.0FF 427.342 3 FF 425.3x426.0FF 427.3x426.8x424.0FF 425.3x422.0x424.8425426423FF 423.8x424.5FF 425.8x425.5FF 426.8x426.3x425.3425426425 426x425.9 x426.0FF 427.3x424.0x423.5 x425.25 x426.25x426.50 FF 425.0FF 426.0FF 427.0 FF 427.0 FF 427.0 x424.42 423.84xx425.42426 x425.3 420.0x424.0xx426.42x426.42425 424 423x426.50426 x425.84 x425.42 x426.42 x426.42 x420.1 426419x425.0x426.42PCG 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 2-AR 1-QR 2-UA 1-AR 1-AR 1-AR 3-QR 1-NS 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-GT 1-AF 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 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: 10/20/2022 1:32 PMPLANTING PLAN 1"=20' CO 04.01.2022 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 1 ACT 250 SUBMISSION 09.21.2022 2 CITY RE-SUBMITTAL 10.21.2022 O L D F A R M R O A D LEO LANE L302 1 x412.21 x406.17 413408 406 x412.0 414 412 410 415 408 410 409 409 413 x416.5 x411.0 x417.5 x414.0 x418.5 x414.5 x419.0 x414.5 x420.0 x415.0 x420.3 x416.5 420x418.0 x419.0 416415 420 4 2 1 418 416FF 421.6 FF 421.3 FF 420.3 FF 419.8 FF 418.8 FF 417.8 FF 418.3 x417.0 x417.0x417.0 x417.8 x417.8 FF 419.3 x418.0 x418.0 x418.8x418.8 x418.8 x419.0 x419.0 FF 420.3 x419.8 x419.8x419.8 x419.5 FF 420.8 x419.5 x419.5 x420.3 x420.3x420.3 x417.3x418.8x418.8x419.8x419.8x420.3x420.3415 410 414416 420 419 418417 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 x423.0x422.0422419 417 x422.0418423420 422 421 S N O W 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 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 35-TO 2-CC 3-PA 1-CA 2-AR1-GT 2-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 SEE SHEET ENLARGEMENT PLAN L200 FOR MORE DETAIL ADA ACCESSIBLE ROUTE - SIDEWALK GRADE 5% OR LESS 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 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: 10/20/2022 1:34 PMPLANTING PLAN 1"= 20' CO 04.01.2022 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. BITUMINOUS WALK 1 ACT 250 SUBMISSION 09.21.2022 2 CITY RE-SUBMITTAL 10.21.2022 L E O L A N E 4 0 3 4 0 0 405399x399.0 403 390 405 393 x406.25 x397.95 x408.25 x399.95 x410.25 x401.95 x412.25 x403.95 x413.3 x405.0 x414.5 x406.2 x415.5 x407.2 4154104 0 5 x406.2 x412.3 x414.3 x416.3 4124 0 7 40641 4 409FF 416.8 FF 415.8 FF 414.6 FF 413.55 FF 411.55 FF 409.55 FF 407.55 x405.25 x396.96 FF 406.55 x406.2 x406.2 FF 407.5 x407.0 x407.0 x407.0x407.0x409.0 x409.0x409.0 FF 410.3 x409.8 x411.5 FF 412.8 x411.5x411.5 x412.3 x412.3 x413.5 FF 414.8 x413.5 x413.5 x414.3 x414.3 x415.5 FF 416.8 x415.5 x417.8 x407.0x409.8x409.8x412.3x412.3x414.3x414.3x416.3x416.3x417.8393 395 402 404 417 411 408406PCG 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 x416.3 x409.8 x409.8 403.5+403.5+L302 1 7-SR L A W N 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-QR 5- 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 L A W N L A W N LIMIT OF PHASE I CONSTRUCTION 41-SHT 36-SHT 1-AR 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: 10/20/2022 1:37 PMPLANTING PLAN 1"= 20' CO 04.01.2022 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 1 ACT 250 SUBMISSION 09.21.2022 2 CITY RE-SUBMITTAL 10.21.2022 O L D F A R M R O A D EASTVIEW LANE 411 x416.1 x417.25 FF 417.83 FF 418.08 x414.9 x414.18 x414.1 x412.9 417 416415414 411 41 5 414414 415 x415 . 1 5 x414.75 x414.4 x413.75 x413.6 x413.6 x413.8 x414.25 x414.8 x415.0 x415.3 x415.3 x417.33 x417.5 x417.25 x417.25 FF 416.83 x416.25 FF 416.33 x415.75 FF 414.68 x414.1 FF 414.6 FF 413.4 FF 412.58 FF 411.7 x408.2 x415.83 x412.0 x411.2 x409.1 x410.5 x413.3x413.3x414.3 FF 417.83 FF 417.83 x417.66x417.66414413 414 416 414 x411.8 x416.33 x415.0 x415.5 x415.5 x415.5 x415.5 x415.5 x414.65 x413.65 x415.5 x413.5 x413.5 x414.5 x413.9 x415.17 x414.1 x414.15 x414.7 x414.1 x414.9 x415.2 x412.9 x413.7 x412.0 x412.9 x415.2 x412.3 x411.2 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 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: 10/20/2022 1:38 PMPLANTING 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 1 ACT 250 SUBMISSION 09.21.2022 2 CITY RE-SUBMITTAL 10.21.2022 O L D F A R M R O A DFF 402.540240 1 x401.0x400.0x398.0FF 3 9 8 . 5 FF 401.5FF 398.5 FF 399.5 400 400 398 398397 399 x395.0x396.0x397.92 x3 9 7 . 3 4 x398.34x400.34x401.34x394.5PCG 398.0 P C G 3 9 7 . 5 PCG 398 .5PCG 401.0PCG 401.5x402.0 x402.0x401.0x399.0x398.0x398.038 5 375 380 3954004 0 2 36 9 372375379385390x379.037737 7374 3 7 3 37 3 374 3 7 4 3 7 5 3 7 6 37 7380387 39839 4 39 8 378x378.2 5 x3 7 6 . 5 x3 7 6 . 5376371373x37 8 . 0 375 375370 377 377 377373 x370.5 x376.8376.75x371 37 9 376 378 369 372x38 1 . 0 38 1 x38 1 . 2 374 x37 7 . 5 5 38 1 x37 7 . 5 x38 6 . 3 390 385 385 391 399 399 400 398 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 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 L302 1 L A W N 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 1-PS 9-SHT 1-NS TYPICAL UTILITY SCREENING NATURAL PLAY AREA LIMIT OF PHASE I CONSTRUCTION 13-SHT 14-SHT 1-BN 5-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-PS 3-IV 1-AC 1-AC ADA ACCESSIBLE ROUTE ADA SPACE MULTI-USE PATH 3% SIDEWALK LEVEL TO BENCHES 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: 10/20/2022 1:47 PMPLANTING PLAN 1"= 20' CO 04.01.2022 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. 1 ACT 250 SUBMISSION 09.21.2022 2 CITY RE-SUBMITTAL 10.21.2022 MABEL WAYEA S T V I E W L A N E EAS T V I E W L A N E 405 410 FF 406.8x405.5x403.5FF 411.55x410.25x405.5PCG 405.0PCG 409.0375407 415 414 413 x415.0 x414.2 x41 3 . 4 FF 4 1 1 . 0 x4 0 6 . 3 x41 0 . 5 FF 411.7 FF 411.33 FF 411.3 x407.8 x410.83 x410.8 410410 410406 398395x389.0x379.5x379.5x379.5376376373 x376.5 x376.5x377.0 x377.0380 378377378379 x388.0x387.5x387.0FF 390.6 x381.0FF 390.6 x381.0FF 390.6 x381.0FF 390.6 x381.0387385383386 x414.9 x412.0 x410.83 x414.1 x411.8 x410.8 x413 . 3 x411 . 0 x41 0 . 5 375377376376416 PCG 410.5 PCG 410.0 PCG 410.0 PC G 4 1 0 . 0 PCG 388.0 PCG 387.0 PCG 387.0 PCG 387.0388390L302 1 L A W N EXISTING VEGETATION TO REMAIN 2-AR 1-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 L A W N L A W N L A W N L A W N 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 L A W N 2-HV 1-HV 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: 10/20/2022 1:50 PMPLANTING PLAN 1"= 20' CO 04.01.2022 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 1 ACT 250 SUBMISSION 09.21.2022 2 CITY RE-SUBMITTAL 10.21.2022 36 9 373 x37 4 . 5 370365360355350372374 37137337237 3 3 7 5 x3 7 6 . 5 36 4 37 1 370 365 3 6 7 37 2 367 366 3751-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 O L D F A R M R O A DO' B R I EN FA RM ROAD O'BRIEN FARM RD EASTLAWN 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. GRAVEL WETLAND 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: 10/20/2022 2:09 PMPLANTING PLAN 1"= 20' CO 04.01.2022 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 1 ACT 250 SUBMISSION 09.21.2022 2 CITY RE-SUBMITTAL 10.21.2022 4 00 FF 410.8 x409.5 x401.17 FF 401.3 x400.0 x391.67 FF 404.3 x403.0 x394.67 FF 399.3 x398.0 395 395 420 403396 401 398 417 PCG 397.0 PCG 399.0 PCG 402.0 PCG 409.0 x424.0x421.0FF 422.3x418.0FF 419.3x422.0x421.0FF 422.3x417.0x418.0FF 419.3x413.0x416.0FF 417.3410x412.0x407.67x418.0400 415 420 410405411415418 415 397 39 5 400 404410 413 405 410 415 42 0 x401.5FF 402.8x403.5FF 404.8x408.1FF 409.4x413.5FF 414.8x418.1FF 419.4x422.5FF 423.8x419.5FF 420.8x415.5FF 416.8x411.5FF 412.8x407.5FF 408.8x403.5FF 404.8x401.5FF 402.8x420.0x416.0x412.0x408.0x404.0x400.0x423.3x418.9x414.3x408.9x404.3x402.340541 0 415 420 412 415 409 406 402 397 403FF 425.3x421.0FF 422.3x398.0 x394.75 x395.1 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 401.0MABEL WAYDANIEL DRIVEBARN ROAD LAWN CONSERVATION MIX LAWN LAWN LIMIT OF PHASE I L302 1 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 LAWN LAWN LAWN LAWN 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: 10/20/2022 2:26 PMPLANTING PLAN 1"= 20' CO 04.01.2022 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 1 ACT 250 SUBMISSION 09.21.2022 2 CITY RE-SUBMITTAL 10.21.2022 4004054 0 2 FF 397.8 x396.5 x388.17 FF 399.3 x398.0 x389.67 FF 401.3 x400.0 x391.67 FF 403.3 x402.0 x393.67 FF 405.5 x404.2 x395.87 FF 412.1 x410.8 x402.47 3 9 9 39 7 387 389 390 392403410406412 PCG 408. 5 PCG 402.0 PCG 400.5 PCG 399.0 PCG 397.5 PCG 396.0 39 8x421.0x419.0x418.0FF 419.3x416.0x414.5FF 415.8x413.0x411.5FF 412.8x411.0x407.7 FF 409.0x408.54204 1 5 410 411 408400 417 415 411 416 4 1 7420 PCG 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 8-GT 2-LT 1-LT 1-CV 1-CV MABEL WAY LAWN LAWN GRAVELPAVE POROUS GRAVEL PAVING INTEGRAL COLOR CONCRETE SCORED CONCRETE PAVING BITUMINOUS PATH L302 1 7-PG 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 LAWN CONCRETE WALK, TYP.5' BIKE RACKS, TYP. ADA ACCESSIBLE ROUTE 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. 1 ACT 250 SUBMISSION 09.21.2022 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: 10/20/2022 2:30 PMPLANTING PLAN 1"= 20' CO 04.01.2022 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 WALK FOR SEED MIXES REFER TO SHEET L300 PLANTING DETAILS 8' 10' 2 CITY RE-SUBMITTAL 10.21.2022 405 404405 406414415 405 x401. 7 x404.2 x405.4 x4106.0 x406.5 x407.2 x408.2 FF 409.5 x409.0 FF 408.5 x408.0 x407.0 FF 408.3 x407.8 FF 407.8 x407.3 FF 407.3 x406.8 FF 406.7 x406.2 FF 405. 5 x405.0 FF 40 3. 0 x402. 5 x400. 8 410 407 412 4074064 04 40 1 414 411 x400. 2 5 404 415 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 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 MABEL WAY EASTVIEW LANE LAWN LAWN 49-TO 2-BN 3-PA TYPICAL UTILITY SCREENINGL302 1 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 LAWN LAWN 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: 10/20/2022 2:32 PMPLANTING PLAN 1"= 20' CO 04.01.2022 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 1 ACT 250 SUBMISSION 09.21.2022 2 CITY RE-SUBMITTAL 10.21.2022 403402 40 0 FF 407.3 x406.0 x397.67 FF 406.3 x405.0 x396.67 FF 404.8 x403.5 x395.17 FF 39 9. 8 x398.5 x390. 1 7 FF 396.8 x395.5 x387.17 FF 397.3 x396.0 x387.67 3 9 5 396395 396404x391.0 x390.0 39 5 39 7 398401 39 1 389 386 39 5 PCG 395.0 PCG 395 . 0 PCG 3 9 8. 0 PCG 403 . 0 PCG 404.0 PCG 405.0 x400.0 FF 40 1. 3 40 1 399PCG 4 0 0 . 0 x387.0 x389.0 x385.0 x383.0 x380.0 384 387 393 393 377 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 ARCHAEOLOGY SITE 7 COT 7 CA 7 LB 9 COT 9 CA 9 LB 12 COT 12 CA 12 LB MABEL WAY LAWN CONSERVATION MIX L302 1 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-PSW 1-PMW 1-PGW 1-TCW 1-PGW 1-TCW 1-QRW 1-TCW 1-AG BOULDER RETAINING WALL CONSERVATION MIX CONSERVATION MIX LAWN LAWN LAWN LAWN 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: 10/20/2022 4:36 PMPLANTING PLAN 1"= 20' CO 04.01.2022 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 1 ACT 250 SUBMISSION 09.21.2022 2 CITY RE-SUBMITTAL 10.21.2022 410 FF 413.8x412.5x404.17FF 413.8x412.5x404.17FF 411.8x410.5x402.17 FF 409. 5 x408.2 x380.5x390.5x381.0x391.0x392.0407391 390 389 380398 x396.0412x411.6 408 3903 8 5 PCG 412.0PCG 41 2.0 PCG 4 1 0. 0 PCG 40 7 . 5 375377x380.0x390.0 388 379378376380380379 x399.8 7 x382.0x383.0x393.0x382.5x392.5 x382.0x382.0x392.0 x397.0 x392.0 x392.0 392391 x397.0 x379.75x380.42375381382381x3 8 0 . 1 5 379 382 380398 FF 380.3 3 FF 380.8 3 FF 381.3 3 FF 382.3 3 FF 383.33 FF 382.83 FF 382.33x380.0 x380.5x381.0x382.0x383.0 x383.0x382.5x412.8x410. 5 x412.0FF 413.3FF 41 1. 8 0x411.3 412 410403400410 405373378378383415 PCG 41 2.0 PCG 4 1 1 . 0 PCG 3 8 4. 0 PCG 3 8 4.0 PCG 3 8 4. 0 PCG 3 8 4. 0 PCG 3 84. 0 PCG 38 4. 0 PCG 3 86.0385379 379 378 379 lower level garages2 story row homes363MABEL 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 L302 1 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 SEATWALL L A W N L A W N SEE SHEET L202 FOR PLAYGROUND ENLARGEMENT PLANS WITH FURTHER DETAIL PLAYGROUND 1-GT 1-GT 1-GT ADA ACCESSIBLE ROUTE SIDEWALK GRADE 5% OR LESS 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: 10/20/2022 4:44 PMPLANTING PLAN 1"= 20' CO 04.01.2022 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 1 ACT 250 SUBMISSION 09.21.2022 2 CITY RE-SUBMITTAL 10.21.2022 37534434033533 2 x329.5 x33 3 . 0 x3 3 3 . 0 x3 3 3 . 5 333.5x x3 3 6 . 0 KIMBALL AVENUEO L D F A R M R O A D 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 GRAVEL WETLAND SHRUB MIX CONSERVATION MIX CONSERVATION MIX CONSERVATION MIX 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: 10/20/2022 4:45 PMPLANTING PLAN 1"= 20' CO 04.01.2022 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 1 ACT 250 SUBMISSION 09.21.2022 2 CITY RE-SUBMITTAL 10.21.2022 382 378 380 377 378 381 378 376 381380 382 381x378.75x378.5x379.0x379.0 400 388 x387.0 x389.67 395 390 389 379 381 395 392 390 380 378 378 381379 380 x376.0 392 368 367 3 6 7 3 6 9 x381.25385380 380 370 x388.0 x384.5 x384.0 x384.0 x389.0 x384.0 x389.0 395 390 392 384.5x 384 383 381379377 375376 376 368 367 3 6 7 3 6 9 POTASH ROAD 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 CRUSHED GRAVEL CIRCUIT TRAINING PATH 1 0 ' W ID E PAV EDMUL I T -U S E PA TH 12' STABLIZED GRASS BOULDER RETAINING WALL 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 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-CSF1-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 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: 10/20/2022 4:58 PMPLANTING PLAN 1"= 20' CO 04.01.2022 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 1 ACT 250 SUBMISSION 09.21.2022 2 CITY RE-SUBMITTAL 10.21.2022 39337037337 1 373 370390 370 370365372395 380 378 379 375 376 375 374 373 390 x379.0 374 x381.0x382.5 x387.0 x387.0 389 386 372 372 371 370x376.2 37037 1 373 370 370365371POTASH ROAD L302 1 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 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 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: 10/21/2022 7:41 AMPLANTING PLAN 1"= 20' CO 04.01.2022 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 1 ACT 250 SUBMISSION 09.21.2022 2 CITY RE-SUBMITTAL 10.21.2022 366 370 363 365366 366 365 360 368 36 7 368 371 372 364 x362.5 x365.75368 x365.5x366.0x366.0379 378 375 367 367 361 362 367 369368360355358 36 9 365 365 369 369 x368.0 8' M I N 8' M I N x3 6 9 . 5 x369.5 x369.5 x369. 5x369.5 3603558' M I N 8' M I N XXXXXXXXXXXXXXXXX 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 1-BN 1-AS 3-NS 1-QR 2-AR 1-AG2-IVJ 5-POD 1-IVJ3-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 CRUSHED STONE CIRCUIT TRAINING PATH BIKE PARKING, TYP. AR 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 ADA ACCESSIBLE ROUTE-5% OR LESS 1:12 ADA RAMP W/ LANDINGS & HANDRAILS 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: 10/21/2022 7:43 AMPLANTING PLAN 1"= 20' CO 04.01.2022 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 1 ACT 250 SUBMISSION 09.21.2022 2 CITY RE-SUBMITTAL 10.21.2022 x338.5332 333334343339 335336 337 338 12 % 340 341 342 8.6%3443453463473483493503513523533543553563573586.7%XXXXXXXXXX X X X X X X X X X X X X X 343 342342 341 340 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 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXK I M B A L L A V E N U E 2-PA 1-QR 1-AS 1-QR 1-PG 2-PS 1-AR LIMIT OF PHASE I CONSTRUCTION BITUMINOUS PATH 5'CONSERVATION MIX ARCHAEOLOGICAL BOUNDARY DOG PARK SEE SHEET L206 FOR ENLARGEMENT PLAN OF DOG PARK WITH FURTHER DETAIL 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: 10/21/2022 7:52 AMPLANTING PLAN 1"= 20' CO 04.01.2022 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 1 ACT 250 SUBMISSION 09.21.2022 2 CITY RE-SUBMITTAL 10.21.2022 RESIDENTIALK 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: 10/21/2022 8:21 AMPLANTING 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 1 ACT 250 SUBMISSION 09.21.2022 2 CITY RE-SUBMITTAL 10.21.2022 347347 350 348 360 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' 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: 10/21/2022 8:27 AMPLANTING 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 ACT 250 SUBMISSION 09.21.2022 2 CITY RE-SUBMITTAL 10.21.2022 35035536036536736235735234734635035536036537136736235735234734634 9 35 4 35 8 36 4 36 9 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 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: 10/21/2022 8:28 AMPLANTING PLAN 1"= 20' CO 04.01.2022 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 ACT 250 SUBMISSION 09.21.2022 2 CITY RE-SUBMITTAL 10.21.2022 33534034535033332 6 x325.75 32 8 331350345340347342337331 33534034535033332 6 x325.75 32 8 3313503453403473423371-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 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: 10/21/2022 8:31 AMPLANTING PLAN 1"= 20' CO 04.01.2022 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 1 ACT 250 SUBMISSION 09.21.2022 2 CITY RE-SUBMITTAL 10.21.2022 339341 342 343 344 345 346343 x331.75x329.0 x331.5x332.0x332.0 333 332 331 334 333 332 334 332 x33 3 . 0 331 331 x334.5 x334.5 x334.5 334 330 x334.5x333.75 339341 342 343 344 345 346343 x331.75x329.0 x331.5x332.0x332.0 333 332 331 334 333 332 334 332 x33 3 . 0 331 331 x334.5 x334.5 x334.5 334 330 x334.5x333.75 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 1-IVJ 1-AG 4-IV 5-AMA 5-AMA 3-BN 7-CSF 1-IVJ1-HV6-IV 5-AMA5-CSF 1-BN 5-CSF 7-AMA 2-HV5-IV 5-CSF 1-BN 1-IVJ 5-AMA 2-IVJ 5-IV 1-AG 7-AMA 6-IV 1-IVJ 7-CSF 5-AMA 2-HV 1-HV 6-SP GRAVEL WETLANDGRAVEL WETLAND SHRUB MIX GRAVEL WETLAND SHRUB MIX CONSERVATION MIX CONSERVATION MIX CONSERVATION MIX CONSERVATION MIX 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: 10/21/2022 8:34 AMPLANTING PLAN 1"= 20' CO 04.01.2022 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 BIKE PARKING, TYP. 1 ACT 250 SUBMISSION 09.21.2022 2 CITY RE-SUBMITTAL 10.21.2022 340343x328.75 328x328.5 x329.0 x329.0328 329330331329330332331 332 332 x331.0 344 347 340 340343x328.75 328x328.5 x329.0 x329.0328 329330331329330332331 332 332 x331.0 344 347 340 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 2-CC 1-CV 2-PM 1-CV 1-PS 3-BN6-SP 3-IV 1-QB 6-AMA 2-IVJ 5-IV 7-SP 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 5-AMA 3-IV K I M B A L L A V E N U ECRUSHED STONE CIRCUIT TRAINING PATH BIKE PARKING, TYP. CIRCUIT TRAINING STATION GRAVEL WETLAND GRAVEL WETLAND SHRUB MIX GRAVEL WETLAND SHRUB MIX CONSERVATION MIX CONSERVATION MIX CONSERVATION MIX 1-PS 1-PS 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: 10/21/2022 8:59 AMPLANTING PLAN 1"= 20' CO 04.01.2022 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 1 ACT 250 SUBMISSION 09.21.2022 2 CITY RE-SUBMITTAL 10.21.2022 x423.0x422.0x421.0x419.0x418.0x416.0x413.04224204 1 5x422.0417 415 411 416 4 1 7420423 420 422 421 S N O W S N O W S N O W O L D F A R M R O A D OLD FARM ROAD 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 WALK 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 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, 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: 10/21/2022 11:43 AMENLARGED 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. 1 ACT 250 SUBMISSION 09.21.2022 2 CITY RE-SUBMITTAL 10.21.2022 ADA ACCESS DIAGRAM x401.0x400.0400 398x395.0x394.5380 3954 0 2 390387 39 4 39 8 375 375377 377 377x376.8376.75x37 9 376 378 x3 8 1 . 0 38 1 x3 8 1 . 2 x3 7 7 . 5 5 38 1 x3 8 6 . 3 390 385 385 391 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 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 SIDEWALK 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: 10/21/2022 11:47 AMENLARGEMENT PLAN @ NATURAL PLAYGROUND PARK 1"= 10' CO 04.01.2022 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 1 ACT 250 SUBMISSION 09.21.2022 2 CITY RE-SUBMITTAL 10.21.2022 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%XXXXXXXXXXXXXXX + 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 XXXXXXXXXXXXXXXXX+ L115 ENTRY AREA LAWN STONEDUST EXISTING WOODLAND TO REMAIN 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 PATH CRUSHED STONE FITNESS PATH 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 STONEDUSTSTABILIZED GRASS WOODCHIP SURFACE 10' -6 "8' LAWN CONSERVATION MIX 5'ADA ACCESSIBLE ROUTE SIDEWALK GRADE 5% OR LES 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: 10/21/2022 11:51 AMENLARGEMENT PLAN @ PLAY EQUIPMENT PARK 1"= 10' CO 04.01.2022 L202 1 ACT 250 SUBMISSION 09.21.2022 2 CITY RE-SUBMITTAL 10.21.2022 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: 10/21/2022 11:23 AMTYPICAL UNIT PLANTING LAYOUTS AND GUIDELINES AS SHOWN CO 04.01.2022 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 oramental 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 1 ACT 250 SUBMISSION 09.21.2022 2 CITY RE-SUBMITTAL 10.21.2022 405 403402 400 366 370 363 365366 366 365 360 368 36 7 368 371 372 364 x362.5 x365.75368 x365.5x366.0x366.0FF 407.3 x406.0 x397.67 FF 406.3 x405.0 x396.67 FF 404.8 x403.5 x395.17 FF 399. 8 x398.5 x390.1 7 FF 396.8 x395.5 x387.17 FF 397.3 x396.0 x387.67 FF 397.8 x396.5 x388.17 FF 399.3 x398.0 x389.67 FF 401.3 x400.0 x391.67 39 5399 397 396395 396404405 406 407x391.0 x390.0 387 39 5 397 398 39038 5401391 389 389 390 392386 39 5 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 405.0 367 367 361 362 367 369368398 405 x400.0 x401.7 x404.2 x405.4 x4106.0 x406.5 x407.2 x408.2 x410.5 FF 41 1. 8 0 FF 409.5 x409.0 FF 408.5 x408.0 x407.0 FF 408.3 x407.8 FF 407.8 x407.3 FF 407.3 x406.8 FF 406.7 x406.2 FF 405. 5 x405.0 FF 403. 0 x402.5 FF 40 1. 3 x400.8 407 410 407406404 401 39 9 371 373 x400. 2 5 370 358 36 9 365 365 369 369 x368.0 8' M I N 404 411 378 379 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 x3 6 9 . 5 x369.5 x369.5 x369.5 x387.0 x389.0 x385.0 x383.0 x380.0 x379.0 374 x381.0x382.5 x387.0 386 384 387 393 393 x369.5 372 372 371 370 371 373 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: 10/21/2022 12:00 PMCIRCUIT TRAINING TRAIL PLAN 1"= 30' CO 04.01.2022 L203 SCALE OF FEET 30030 60 1 - DIP STATION 2 - PULL UP BARS 3 - PUSH UP BARS MATCHLINE - SEE SHEET L204MATCHLINE - SEE SHEET L2041 ACT 250 SUBMISSION 09.21.2022 2 CITY RE-SUBMITTAL 10.21.2022 400405382 378 380 377 378 381 378376 381380 382 381x378.75x378.5x379.0x379.0 4 0 2 400400 FF 403.3 x402.0 x393.67 FF 405.5 x404.2 x395.87 FF 412.1 x410.8 x402.47 FF 410.8 x409.5 x401.17 FF 401.3 x400.0 x391.67 FF 404.3 x403.0 x394.67 388 x387.0 FF 399.3 x398.0 x389.67 395 392393403390 395 410420 403396 401 389 379 381 398 406395 392 390 412 417 PCG 397.0 PCG 399.0 PCG 402.0 PCG 409.0 PCG 408.5 PCG 402.0 PCG 400.5 380 378 378 381379 380 x376.0 392x419.0x421.0FF 422.3x418.0x418.0FF 419.3x416.0x414.5FF 415.8x413.0x411.5FF 412.8x411.0x407.7 FF 409.0x408.5x421.0FF 422.3x417.0x418.0FF 419.3x413.0x416.0FF 417.3410x412.0x407.67x418.0400 415 420 41 0 405411415 41 5 410 418 415 411 408397 3 9 5 400 404410 413 371 370 368 367 3 6 7 3 6 9 405 410 415 x401.5FF 402.8x403.5FF 404.8x408.1FF 409.4x413.5FF 414.8x418.1FF 419.4x419.5x415.5FF 416.8x411.5FF 412.8x407.5FF 408.8x403.5FF 404.8x401.5FF 402 .8x416.0x412.0x408.0x404.0x400.0x418.9x414.3x408.9x404.3x402.340541 0 415 420 412 415 409 406 402 397 403390x381.25385380 380 370 400 395x421.0FF 422.3x398.0 417 415 411 416 41 7420 380 378 379 375 376 375 374 373 x394.75 x395.1 PCG 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 x388.0 x384.5 x384.0 x384.0 x389.0 x384.0 x389.0 395 390 x387.0 x387.0 392 389 384.5x 384 383 381379377 375376 376 x376.2 371 370 368 367 3 6 7 3 6 9 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: 10/21/2022 12:01 PMCIRCUIT TRAINING TRAIL PLAN 1"= 30' CO 04.01.2022 L204 SCALE OF FEET 30030 60 4 - CLIMBING ROPE STATION 1 ACT 250 SUBMISSION 09.21.2022 2 CITY RE-SUBMITTAL 10.21.2022 343 345 346 347 340343x328.5 x329.0 x329.0328 329329330331332331 x331.75x329.0 x331.5x332.0x332.0 333 332 331 334 333 332 334 332 332 332 x331.0 x33 3 . 0 331 331 x334.5 x334.5 x334.5 334 344 346347 340 330 x334.5x333.75 343 345 346 347 340343x328.5 x329.0 x329.0328 329329330331332331 x331.75x329.0 x331.5x332.0x332.0 333 332 331 334 333 332 334 332 332 332 x331.0 x33 3 . 0 331 331 x334.5 x334.5 x334.5 334 344 346347 340 330 x334.5x333.75 K I M B A L L A V E N U E5 6 7 CRUSHED STONE CIRCUIT TRAINING PATHBIKE PARKING, TYP. MOWN PATH 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: 10/21/2022 12:03 PMCIRCUIT TRAINING TRAIL PLAN 1"= 30' CO 04.01.2022 L205 SCALE OF FEET 30030 60 5- CROSSING OF GIANTS 6- BALANCE BEAM 7- HURDLES 1 ACT 250 SUBMISSION 09.21.2022 2 CITY RE-SUBMITTAL 10.21.2022 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 %XXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X XXXXXXXXX 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 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 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX+XXXXXXXXL114 STONEDUST STONEDUST WASTE DISPENSER & RECEPTACLE SMALL DOG AREA .32 AC SMALL STUMP JUMPTIRE 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 ENTRY AREA STONEDUST LAWN STONEDUST EXISTING WOODLAND TO REMAIN EXISTING WOODLAND TO REMAIN L A W N L A W N L A W N BITUMINOUS PATH TO PLAYGROUND 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 PATH 5'6'5'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: 10/21/2022 12:05 PMDOG 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 1 ACT 250 SUBMISSION 09.21.2022 2 CITY RE-SUBMITTAL 10.21.2022 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 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: 10/21/2022 11:22 AMLANDSCAPE DETAILS AS SHOWN CO 04.01.2022 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 1 ACT 250 SUBMISSION 09.21.2022 2 CITY RE-SUBMITTAL 10.21.2022 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: 10/21/2022 11:23 AMTYPICAL UNIT PLANTING LAYOUTS AND GUIDELINES AS SHOWN CO 04.01.2022 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 oramental 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 1 ACT 250 SUBMISSION 09.21.2022 2 CITY RE-SUBMITTAL 10.21.2022 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: 10/21/2022 11:25 AMTYPICAL UTILITY SCREENING LAYOUTS AS SHOWN CO 04.01.2022 L302 1 1/4" = 1'-0" TYPICAL UTILITY SCREENING PLANS *CHOOSE SCREENING PLANTS FROM LIST ATTACHED 1 ACT 250 SUBMISSION 09.21.2022 2 CITY RE-SUBMITTAL 10.21.2022 Kimball AvenueADFHGOld Farm Road (relocated)#20-30 Kimball AveKimball AvenueOld Farm Rd (existing)HLMNPPPQQPPPNQQPPMQOOOOONEW 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 SIGNALPotash 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 BIKE 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.\\tce.local\dfs\Shared\_TCE DRAWINGS\2022\540-O'Brien Eastview\19083-Eastview Pavement Marking & Traffic Sign Plan.dwg, 10/24/2022 5:20:46 PM 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 RoadLeo LaneAOld Farm RoadMRRQLMQMabel WayADDMLQPTPP (TYP.)QAQBBRAISED PEDESTRIAN CROSSWALK50 LF CENTERLINE MARKINGS ONSIDE STREET APPROACHES (TYP.)KKST2DateSheet 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 LINEQPNEW PAVED ROAD OR BIKE 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)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.9/20/2022REMOVED RRFB, ADDED 4-WAY STOP @ O'BRIEN FARM RDRDEDITS PER DPW REVIEW10/22/22RDSHANDICAP PARKING SIIGN (R7-8, 12" x 18" & R7-8p, 18" x 9")HANDICAP SYMBOL MARKINGT\\tce.local\dfs\Shared\_TCE DRAWINGS\2022\540-O'Brien Eastview\19083-Eastview Pavement Marking & Traffic Sign Plan.dwg, 10/24/2022 5:19:59 PM Old Farm RoadLeo LaneEastview P (TYP.)QQQAQLMADMLQOld Farm RoadADRRFBRRFBMabel Way 50 LF CENTERLINE MARKINGS ONSIDE STREET APPROACHES (TYP.)Old Farm RoadLeo LaneAMLQP (TYP.)P (TYP.)QQQQQAOld Farm RoadPPBBTST3DateSheet 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 LINEQPNEW PAVED ROAD OR BIKE 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)SHANDICAP PARKING SIIGN (R7-8, 12" x 18" & R7-8p, 18" x 9")HANDICAP SYMBOL MARKINGTEDITS 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.\\tce.local\dfs\Shared\_TCE DRAWINGS\2022\540-O'Brien Eastview\19083-Eastview Pavement Marking & Traffic Sign Plan.dwg, 10/24/2022 5:21:37 PM 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.)AO'Brien Farm Road ExtP (TYP.)TST4DateSheet 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 LINEQPNEW PAVED ROAD OR BIKE 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)SHANDICAP PARKING SIIGN (R7-8, 12" x 18" & R7-8p, 18" x 9")HANDICAP SYMBOL MARKINGTEDITS 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.\\tce.local\dfs\Shared\_TCE DRAWINGS\2022\540-O'Brien Eastview\19083-Eastview Pavement Marking & Traffic Sign Plan.dwg, 10/24/2022 5:21:58 PM Barn RdALALMMMP (TYP.)BBBBDaniel Drive Mabel WayMabel WayO'B r i e n F a rm R o a d E x t ABBMabel Way Eastview LanePotash RoadBBRELOCATE THE RRFB'S FROM THEKIMBALL AVE CROSSWALK AT OLD FARMRD TO THIS CROSSWALK ONCE THATINTERSECTION IS SIGNALIZED AND THEI-C ROAD 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 LINEQPNEW PAVED ROAD OR BIKE 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)SHANDICAP PARKING SIIGN (R7-8, 12" x 18" & R7-8p, 18" x 9")HANDICAP SYMBOL MARKINGTEDITS 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.\\tce.local\dfs\Shared\_TCE DRAWINGS\2022\540-O'Brien Eastview\19083-Eastview Pavement Marking & Traffic Sign Plan.dwg, 10/24/2022 5:24:36 PM P:\2019\19083 O'Brien\dwg\19083-O1 Signal Plan.dwg 3/30/2022 14:19:43 1 : 1 HILLSIDE @ O'BRIEN FARM - EASTVIEW KENNEDY DRIVE, KIMBALL AVENUE, & OLD FARM ROAD OCTOBER 21, 2022 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 L=192.93'R=167.00L=613.88'R=980.00'L=198.84'R=770.00'N84°46'43"E46.00'S64°10'28"W46.00'N81°18'41"E31.00'N08°41'19"W42.00'S81°18'41"W46.00'N35°11'04"W16.91'S40°15'45"WC-C1SC-C1NC-C2WC-C2EC-C3C-D1WC-D1EC-D2WC-D2EC-D3WC-D3EC-D4C-F1WC-F1EC-F2Lot 6Proposed ParkArea = 3.04 acTWO B RO TH E R S D R I V E Lot 13 2.77 acLot 100.93 acTWO BROTHERS DRIVELOT 141.08 acTWO BROTHERS TB2-NROW2E Lot 5CommonElement Area =8.73 ac.LOT 7 COMMON ELEMENT AREA = 2.44 ac.LOT 8COMMON ELEMENTAREA =4.65 ac.LOT 9 COMMONELEMENT 1.84 ac.50'50'50'60'6 0 ' 60'60' 60'60'O'BRIEN FARM ROADLAURENTIDE LANELEDGE WAYSPLIT ROCK COURTO'BRIEN FARM ROADLEO LANEKENNEDY DRIVEOLD FARM ROADELDREDGE STREETEx. Old Farm Road to be removedLot 41.06 acLot 111.17 acLot 152.38 acLot 121.57 acLot 172.48 acLot 162.69 acLot 202.13 acLot 210.50 acLot 220.35 acLot 241.25 acLot 251.27 acLot 261.32 acLot 270.74 acLot 280.46 acLot 332.38 acLot 324.80 acLot 35Lot 18 1.17 acLot 19 0.75 acOLD FARM ROAD (relocated)L=219.05'R=433.00'L=169.37'R=103.93'R=105.0'L=169.67'R=979.0'L=160.98'R=1029.0'L=169.20'L=193.16'R=337.00'DANIEL DRIVE Refer to Sheet E-1 "EasementPlan" for easementinformation.Refer to Sheet PL-2"Easement Plan" foreasement information.50' ROW ROW N50 ° 3 6 ' 3 8 " W 176. 2 4 'N2 3 ° 5 6 ' 3 3 "W 6 7 . 7 7 'N31°14'47"W115.20'N 3 1 ° 1 4 ' 4 7 " W 1 1 5 . 2 0 ' N4 5 ° 0 1 ' 0 5 " W 124 . 7 4 ' S4 4 ° 2 0 ' 1 8 " E 10 5 . 1 7 'Lot 230.12 acLot 360.66 acLot 490.54 acN82°04'22"W206.97'N11°20'30"E208.09'N11°20'30"E120.85'S11°20'30"W220.87'S11°22'19"W151.91'S11°22'12"W156.02'S07°02'47"W119.64'S06°48'36"W293.52'S07°00'57"W53.84'S83°01'46"E34.22'N56°52'42"E55.33'N11°57'15"W77.28'N77°17'27"W38.64'N04°32'27"E211.41'N13°51'11"E191.41'N04°23'01"E70.58'60'N39°56'04"E253.14'N40°15'45"E141.38'65.4'S11°22'19"W300.02'N11°49'33"E249.24'N80°11'19"W31.37'N80°11'19"W29.71'N11°41'49"E203.37'N11°20'30"E104.91'N77°20'40"W265.68'S70°49'08"E125.99'N70°49'08"W183.69'N15°41'15"E202.48'50'N05°13'17"W31.00'DRIVES77°36'40"E107.19'N32°23'46"W45.77'S60°05'32"Wchord 1.22'L=1.22'R=130.00'N02°41'02"Wchord 66.87'L=68.08R=103.93'N16°04'57"E73.15'N30°36'15"Wchord 78.48'L=87.89R=53.93'S75°30'13"Echord 44.92'L=44.97'R=275.00'N75°30'13"Wchord 53.09'L=53.15'R=325.00'S51°49'35"E20.36'N4 4 ° 2 0 ' 1 8 " W 105 . 2 0 'S04°22'20"W29.39'N04°22'20"E73.35'N40°15'45"E251.76'N08°44'38"E457.62'S80°37'24"W48.39'N85°53'24"W16.77'N72°58'05"W64.04'S33°08'56"W5.00'S49°44'15"E10.59'N05°51'00"Wchord 39.56'L=44.15'R=27.50'344.88'S08°41'18"E291.92'N39°32'39"Echord 35.04'L=35.04'R=1659.99'N38°04'35"Echord 50.00'L=50.00'R=1659.99'N35°10'52"Echord 117.74'L=117.76'R=1659.99'N07°37'09"W139.06'N85°53'26"W254.96'S08°41'18"E243.56'N08°41'18"W151.56'N75°30'12"Wchord 115.15'L=117.72'R=162.00'S75°42'39"Echord 155.06'L=158.39'R=222.00'S14°56'24"W46.88'N14°56'24"E46.88'S08°41'18"E72.40'N08°41'18"W72.40'N25°49'35"W19.00'S25°49'32"E111.00'S83°40'45"W53.96'S88°36'15"Wchord 39.55'L=39.54'R=230.00'S55°30'51"Wchord 81.85'L=90.07'R=60.00'N83°58'29"Wchord 20.03'L=20.04'R=230.00'S12°30'26"W239.82'N12°30'26"E239.82'S11°20'40"W675.39'N85°53'26"W119.09'N05°13'17"W168.82'S05°13'17"E260.82'S35°11'04"E16.91'N82°40'51"E chord 65.51'L=66.35', R=120.00'S88°53'59"E chord 43.91'L=44.04', R=170.00'N83°40'45"E4.61'N27°38'56"Echord 62.69'L=63.43'R=120.00'N49°35'10"E595.78'N39°03'08"Wchord 81.58'L=82.05'R=220.00'S41°51'32"Echord 76.76'L=77.00'R=280.00'S31°10'25"Echord 27.42'L=27.43'R=280.00'S36°21'09"Echord 61.13'L=61.33'R=220.00'N36°21'09"Wchord 77.80'L=78.05'R=280.00'N45°37'44"E250.78'N45°37'44"E60.00'N45°37'44"E258.76'N45°37'44"E156.67'N49°35'10"E107.28'S22°19'03"Wchord 603.89'N22°19'03"Echord 566.92'N18°34'09"Wchord 197.17'N50°42'27"Echord 182.38'S43°04'58"Wchord 211.44'L=219.94'R=227.00'N49 ° 4 4 ' 1 5 " W 90.7 4 'S40°15'31"W130.21'N24°40'54"Wchord 84.70'L=87.46'R=100.00'N08°39'17"Echord 28.81'L=28.91'R=100.00'S39°07'11"Wchord3.99'L=3.99'R=100.00'S04°44'15"Echord 56.57'L=56.57'R=40.00'141.38'N30°13'27"Echord 71.47'L=71.83'R=205.00'N23°27'25"Echord 83.85'L=85.06'R=145.00'N18°56'47"Echord 76.66'L=77.25'R=180.00'S13°25'07"Wchord 48.31'L=48.43'R=205.00'S21°04'56"W308.15'N30°04'25"E355.27'S18°56'47"Wchord 51.11'L=51.50'R=120.00'S14°28'35"W132.68'L=134.59'R=230.00'N05°06'35"Echord 213.73'L=214.33'R=830.00'N14°28'35"Echord 98.07'L=99.48'R=170.00'S05°06'35"Wchord 198.28'N02°17'17"W40.50'S02°17'17"E40.50'S06°19'15"E56.24'S40°25'51"W129.67'N40°15'45"E122.52'N2 1 ° 5 6 ' 5 6 "W 1 4 0 . 7 8 ' S75°00'36"E 83.40'N18°47'00"E306.64'N06°52'33"E60.66'S14°54'51"W44.06'S04°58'50"E324.19'S12°23'20"W191.04'S04°32'24"W233.92'S13°51'53"W311.80'S07°30'50"W334.38'N06°59'30"W371.47 'N05°05'46"E143.93'N84°46'43"E31.00'N05°13'17"W42.00'S84°46'43"W46.00'N64°10'28"E31.00'N25°49'32"W42.00'N25°49'32"W31.00'N64°10'28"E46.00'N08°41'19"W31.00'N81°18'41"E46.00'S06°43'32"W232.01'S54° 2 5 ' 1 4 " E 97.3 2 'S40°10'24"W244.60'S49 ° 4 4 ' 1 5 " E 121. 6 2 ' N49 ° 4 4 ' 1 5 " W N40°15'34"E130.21'S49 ° 4 4 ' 1 5 " E 90. 7 4 'N02°24'36"W47.68'N06°19'15"W56.24'L=576.30'R=920.00'N23°19'06"E106.18'N23°19'06"E39.74'N80°59'51"W60.50'N80°59'51"W11.19'L=210.91'R=167.00N51°49'35"W20.44'N33°08'56"E99.35'55.03'S81°28'43"E47.75'N81°28'43"W47.75'N31°14'28"E50.20'S31°14'28"W50.20'S06°39'06"W123.57'N06°39'06"E123.57'S49 ° 4 4 ' 1 5 " E 78.9 2 ' S49 ° 4 4 ' 1 5 " E 84.5 7 'S33°44'47"E38.50'S81°18'51"W237.79'N51°50'56"W34.81'S81°18'51"W376.24'S02°24'36"E47.68'N 2 8 ° 2 2 ' 0 1 "W 5 1 . 4 3 ' S 2 8 ° 2 2 ' 0 1 " E 9 7 . 1 0 'S74°23'52"WS42°50'36"WN88°31'33"W217.90'N59°49'09"E188.09'N59°49'09"E184.35'N59°49'09"E48.86'N35°40'13"E265.01'156.62'S 3 2 ° 2 3 ' 4 4 " E 12 2 . 0 1 ' S53 ° 0 6 ' 1 2 " E 55.5 8 ' S 2 8 ° 1 5 ' 0 1 " E 9 3 . 8 8 ' S54° 2 5 ' 1 5 " E 227. 6 8 'N36°53'48"E208.83'N36°53'48"E154.08'N50°40'38"Echord 151.81'N50°40'38"Echord 79.52'N09°08'27"Echord 160.80'N09°08'27"Echord 169.01'N82°50'58"W197.56'N22°24'13"Echord 216.73'S53°06'12"E17.07'S86°38'32"Echord 77.35'L=81.95'R=70.0'S53°06'12"E17.07'S27°27'23"Wchord 36.52'L=36.72'R=100.00'N09°11'49"Echord 59.76'L=59.83'R=338.10'N010°18'41"Echord 96.33'L=96.50'R=479.00'L=88.88'R=55.00'N09°11'49"Echord 51.64'L=51.70'R=318.10'N010°18'41"Echord 106.39'L=106.57'R=529.00'378.92'S53° 0 6 ' 1 2 " E 98.8 1 ' S53 ° 0 6 ' 1 2 " E 98.8 1 'N36°53'48"E61.09'66.45'S83°04'05"E156.37'S77°02'20"E51.47'N19°58'59"EN21°49'07"Echord 190.94'N36°53'48"E123.49'N07°00'57"E110.00'N07°00'57"EN83°03'58"W156.69'N57°00'01"Wchord 118.65'S83°03'58"E156.51'N57°00'01"Wchord 74.70'L=77.35'R=85.00'N78°37'41"WN07°00'53"E229.53'S06°45'42"W243.63'S07°02'47"W171.99'S78°37'41"ES83°51'45"W125.95'S77°20'40"E265.00'S78°01'35"E259.36'703.05'414. 2 1 'S05°51'36"W361.91'(DH3 to IP107)86.54'200.12'chordS45°55'55"E 67.41'Curve L=67.59', R=270.0'S49°22'14"E97.33'N50°02'22"Echord 146.08'L=146.80'R=430.00'S50°02'22"Wchord 125.70'L=126.32'R=370.00'353.04'164. 4 4 ' S54° 2 5 ' 1 5 " E N40°08'56"EN40°08'56"ELot 5Lot 5Lot 5Lot 5O'BRIEN FARMROADSee Table of Curve Data.See Table of Curve Data.See Table of Curve Data. (LEONE to O-IP15) (O-IP15 to LEOSE )66' 72' (OFR 5 t o R O W P T 2 S ) 66'MABEL WAYMABEL WAY OLD FARM ROADN59°49'09"E45.12'S70°49'08"E57.70'Refer to Sheet E-1 "EasementPlan" for easementinformation.City R.O.W. to be reduced from66' to 60' along frontage of Lot 20.S54° 2 5 ' 1 5 " E S32°23'41"E29.59'S54°25'15"E13.09'N36°27'25"E227.70'S54° 0 2 ' 1 9 " E 104. 7 6 'N35°57'41"E125.76'S83°52'10"E 65.20'N19°42'53"E85.11'N19°42'53"E52.75'N70°17'07"W 70.58' S53° 5 4 ' 1 2 " E 125. 6 3 'N36°05'48"E118.70'S53° 5 4 ' 1 2 " E 61.4 1 'S36°26'43"W36.12'N53° 3 3 ' 1 7 " W 75.7 5 'N36°53'48"E113.16'S69°40'41"Wchord 42.11'L=42.30'R=130.00'N53°46'36"W21.69'S77°03'07"Echord 105.54'L=108.67'R=130.00'S54 ° 0 2 ' 1 9 " E 159. 3 8 ' S54° 0 2 ' 1 9 " E 132. 1 8 'N36°53'48"E21.01'N49°20'26"W6.01'N36°53'48"E140.84'S52 ° 1 6 ' 2 6 " E 61.6 1 'S48°00'02"Echord 58.70'Lot 58 0.76 acS82°05'22"E58.05'S07°19'32"Wchord 8.84'L=8.84'R=433.0'LAURENTIDE LANELEDGE WAYSPLIT ROCK COURTSEE SHEET PL-2SEE SHEET PL-2 K IM B A L L A V EN U E OLD FARM ROADMABEL WAYEx. Old Farm Road to be removedLot 202.13 acLot 220.35 acLot 241.25 acLot 251.27 acLot 261.32 acLot 270.74 acLot 280.46 acLot 332.38 acLot 312.39 acLot 324.80 acLot 352.38 acLot 291.70 acLot 341.30 acLot 393.54 ac 1.17 acLot 19 0.75 acLot 371.10 acLot 381.55 acOLD FARM ROAD (relocated)O'B R I EN FA RM ROAD E A S T L=219.05'R=433.00'L=169.37'R=105.0'R=1029.0'L=169.20'L=193.16'R=337.00'L= 3 8 1 . 0 8 ' R= 9 0 6 . 8 7 'N60°54'38"E98.44'BARN ROADLot 47 OpenSpace 12.61 acLot 401.90 acLot 48OpenSpace4.56 acLot 463.96 acLot 423.14 acLot 433.95 acLot 443.51 acLot 413.65 acLot 452.90 acChordChordS82°10'44"W38.03'ChordN37°04'15"E298.91'N34°08'31"E390.86'ChordPOTASH ROADArea = 2.47 acDANIEL DRIVE Lot 230.12 acLot 301.37 acLot 360.66 acLot 490.54 acS07°55'21"W108.61'N82°04'22"W206.97'N11°20'30"E208.09'N11°20'30"E120.85'S11°20'30"W220.87'S11°22'19"W151.91'S11°22'12"W156.02'S07°02'47"W119.64'S06°48'36"W293.52'S07°00'57"W53.84'S83°01'46"E34.22'N56°52'42"E55.33'N11°57'15"W77.28'S59°33'01"W82.70'N77°17'27"W38.64'N04°32'27"E211.41'191.41'70.58'60' 65.4'S11°22'19"W300.02'60'N11°49'33"E249.24'N80°11'19"W31.37'N80°11'19"W29.71'N11°41'49"E203.37'N11°20'30"E104.91'N77°20'40"W265.68'S01°24'58"E20.76'S88°41'07"W106.89'N88°41'07"E106.98'S81°04'00"E97.85'S81°04'00"E115.64'L =116.2 6',R=325.00'L=9 8.37',R=275.00'S70°49'08"E125.99'N70°49'08"W183.69'N15°41'15"E202.48'N12°35'24"E660.46'N12°35'24"E375.46'S77°13'38"E554.62'N12°58'45"E34.87'N46°32'59"E30.04'S4 6 ° 2 3 ' 1 6 " E 407 . 9 0 ' N4 6 ° 2 3 ' 1 6 " W 378 . 8 3 'N55°41'39"E119.84'S77°13'46"E554.29'L=400.23',R=532.00'N12°35'24"E262.22'N55°41'39"E67.96'S45°49'11"W320.48'N45°49'11"E325.72'N46°32'59"E414.41'S48 ° 5 4 ' 2 6 " E 142. 9 1 'S43°13'53"W93.60'S01°13'57"E115.41' S48 ° 4 3 ' 5 1 " E 218 . 0 3 'S26°02'09"W357.65'S23°35'51"W349.79'N46°23'16"W428.47'S07°35'14"E281.50' N 3 4 ° 1 8 ' 2 1 " W 17 2 . 7 4 'N45°39'56"E253.74'S4 3 ° 2 6 ' 5 7 " E 70 2 . 4 3 'L=708.59', R=1549.00'Ch o r d Curve (PT1N to 0BN1)S30°15'25"E7.02'50'50'N 3 0 ° 3 4 ' 0 0 "W 3 7 . 3 9 'S30°34'00"E39.99'S08°44'48 "E81.07 'S06°31'20 "E245.93 'S59°25'29"W53.52'S11°21'45"W38.04'N16°04'57"E73.15'N30°36'15"Wchord 78.48'L=87.89R=53.93'S75°30'13"Echord 44.92'L=44.97'R=275.00'N75°30'13"Wchord 53.09'L=53.15'R=325.00'N85°53'24"W16.77'N85°53'26"W119.09'S06°43'32"W232.01'S54° 2 5 ' 1 5 " E 227. 6 8 'N36°53'48"E208.83'N36°53'48"E154.08'N50°40'38"Echord 151.81'N50°40'38"Echord 79.52'N09°08'27"Echord 169.01'N22°24'13"Echord 216.73'S53°06'12"E17.07'S86°38'32"Echord 77.35'L=81.95'R=70.0'S53°06'12"E17.07'L=88.88'R=55.00'N09°11'49"Echord 51.64'L=51.70'R=318.10'N010°18'41"Echord 106.39'L=106.57'R=529.00'S53 ° 0 6 ' 1 2 " E 98.8 1 ' S53° 0 6 ' 1 2 " E 98.8 1 ' N 3 0 ° 3 4 ' 0 0 " W 3 6 4 . 6 6 'N36°53'48"E61.09'66.45'S83°04'05"E156.37'S77°02'20"E51.47'N19°58'59"E80.22'N59°26'00"E81.91'N21°49'07"Echord 190.94'N36°53'48"E123.49'S 3 0 ° 3 4 ' 0 0 " E 1 2 5 . 9 4 'N36°53'48"E231.69'S 3 0 ° 2 0 ' 3 9 " E 2 7 2 . 6 6 ' S 3 0 ° 2 0 ' 3 9 " E 2 7 8 . 8 9 ' S 3 0 ° 2 0 ' 3 9 " E 47 7 . 4 4 'L=116.78'R=60.00'Curve DataL=115.45'R=60.00'S26°17'57"Echord 73.33'L=78.89'R=60.00'N07°00'57"E110.00'N07°00'57"ES89°14'41"W148.66'N 3 0 ° 5 5 ' 5 6 " W 9 2 . 1 4 'N83°03'58"W156.69'N57°00'01"Wchord 118.65'L=112.84'R=135.00'N18°58'50"Wchord 92.89'L=93.58'R=225.00'S83°03'58"E156.51'N57°00'01"Wchord 74.70'L=77.35'R=85.00'N12°00'00"Wchord 113.56'L=115.65'R=175.00'181.11'N2 0 ° 5 3 ' 2 4 "W 49 . 3 2 'N78°37'41"W400.00'N07°00'53"E229.53'S06°45'42"W243.63'S07°02'47"W171.99'N 3 0 ° 5 5 ' 5 6 "W 9 2 . 1 4 'N06°58'44"Wchord 156.27'L=157.82'R=325.00'N06°50'20"Wchord 89.28'L=89.93'R=175.00'N11°22'19"E271.31'S78°37'41"E400.00'S00°12'51"Echord 90.54'L=90.80'R=350.00'N11°22'19"E28.71'N11°22'51"E237.39'S82°10'44"WS12°37'31"W510.28'S78°00'50"E140.18'N06°55'56"E181.11'N06°55'56"ES00°21'17"Echord 54.99'L=55.12'R=225.00'S83°05'47"E149.59'S06°55'56"W177.11'S11°22'51"W230.21'S01°27'04"E180.34'S11°44'36"W146.03'N06°58'44"Wchord 132.23'L=133.54'R=275.00'N2 0 ° 5 3 '2 4 "W49. 32 'N04°45'17"Wchord 125.06'L=126.73'R=125.00'N01°51'17"Wchord 99.04'L=99.49'R=300.00'587.42'S83°00'08"W91.40'323.70'S07°29'10"E564.93 'S83°00'08"W1491.36' (0-IP8 to 0-IP7)Chord: N57°48'04"E67.85'Curve: L=67.86'R=1559.0'N33°26'45"E10.00'N52°38'28"Wchord 211.41'L=211.57'R=1549.00'50.31'S83°51'45"W125.95'S77°20'40"E265.00'N78°45'48"Echord 141.76'S13°27'25"W133.33'S01°24'58"E71.20'186.14'S82°10'44"W172.98'L=145.95',R=175.00'N54°52'15"E23.03'S36°31'05"E35.73'S06°01'13"Wchord 32.36'CurveL=32.45'R=125.00'S78°01'35"E259.36'N64°50'06"E76.25'N24°23'19"E90.56'S78°55'17"E107.55'S12°03'56"W61.59'S54°52'15"W78.96'S78°45'48"Wchord 101.26'S33°28'06"Wchord 91.26'L=93.39'R=125.00'L=104.25',R=125.00'S07°38'46"E65.08'S02°12'35"Wchord 59.91'L=60.24'R=175.00'S12°03'56"W16.83'N13°27'25"E133.33'N01°24'58"W155.40'N34°33'42"Echord 121.48.'L=130.75'R=175.00'N54°52'15"E5.92'N36°31'05"W34.52'N11°31'50"Wchord 105.61'L=109.03'R=125.00'N06°01'13"Echord 19.41'L=19.47'R=75.00'N07°38'46"W65.08'N02°12'35"Echord 77.03'L=77.41'R=225.00'349.05' (0-IP7 to 37S-NEW)420.91'176.77'310.01'151.06'414. 2 1 'N02°12'35"Echord 77.03'L=77.41'R=225.00'199.88'200.12'chordS45°55'55"E 67.41'Curve L=67.59', R=270.0'S49°22'14"E97.33'67.93'87.73'353.04'N12°58'45"E670.23'N44°42'248"Wchord 217.27'L=217.45'R=1549.00'N39°29'50"Wchord 64.21'L=64.22'R=1549.00'N34°19'37"Wchord 215.17'L=215.35'R=1549.00'1 0 3 6 . 0 2 ' (R O W P T 1 S t o R O W P C 2 S )N41°12'40"Wchord 290.86'L=292.12'R=906.87'N52°25'48"Wchord 63.01'L=63.02'R=906.87'ChordS34°39'49"E 38.58'Curve L=38.61', R=270.00'164. 4 4 ' S54° 2 5 ' 1 5 " E (LEONE to O-IP15) (O-IP15 to LEOSE )50'50'64' 66' 72' (OFR 5 t o R O W P T 2 S ) 66'N50°45'25"Echord 91.57'L=91.68'R=532.00'N50°45'25"Wchord 80.55'L=80.65'R=468.00'N15°31'07"Echord 47.80'L=47.84'R=468.00'64 'N55°41'39"E16.08'S55°41'39"W233.08'60'S83°00'08"WS83°00'08"Wchord 63.36'S11°31'50"ECurve L=65.42'R=75.00'49.1'MABEL WAYMABEL WAY OLD FARM ROADLot 501.15 acN45°39'56"E390.74'S3 8 ° 0 7 ' 5 1 " E 21 6 . 3 6 ' S70°49'08"E57.70'Refer to Sheet E-1 "EasementPlan" for easementinformation.Refer to Sheet E-1 "EasementPlan" for easementinformation.City R.O.W. to be reduced from66' to 60' along frontage of Lot 20.Lot 520.55 acLot 530.52 acLot 540.46 acLot 551.15 acLot 511.86 acLot 561.15 acLot 571.15 acS54° 2 5 ' 1 5 " E 125.76'S53 ° 5 4 ' 1 2 " E 125. 6 3 'N36°05'48"E118.70'S53° 5 4 ' 1 2 " E 61.4 1 'S36°26'43"W36.12'N53° 3 3 ' 1 7 " W 75.7 5 'N36°53'48"E113.16'L=42.30'R=130.00'N53°46'36"W21.69'S77°03'07"Echord 105.54'L=108.67'R=130.00'S54° 0 2 ' 1 9 " E 159. 3 8 ' S54° 0 2 ' 1 9 " E 132. 1 8 'N36°53'48"E21.01'N49°20'26"W6.01'S54°25'15"E9.00'N36°53'48"E140.84'S52° 1 6 ' 2 6 " E 61.6 1 ' S4 5 ° 0 6 ' 1 1 " E 117 . 4 4 'S47°22'40"W113.37'S48°00'02"Echord 58.70'L=58.78'R=330.00'S36°43'56"Echord 70.89'L=71.0'R=330.00'S59°51'13"W113.65'S 3 0 ° 3 5 ' 4 1 " E 1 8 1 . 1 7 ' S45 ° 0 6 ' 1 1 " E 41. 0 7 ' N53 ° 2 2 ' 1 2 " W 149. 8 1 ' N52° 0 7 ' 2 0 " W 134. 4 0 ' N52 ° 0 7 ' 2 0 " W 69.6 8 ' N 3 0 ° 0 8 ' 4 7 "W 11 9 . 3 9 'N59°51'13"E169.60'N59°51'13"E29.99'N37°02'27"E173.36'N31°09'45"Wchord 25.94'L=25.97'R=906.87'S59°51'13"W135.12'N30°08'47"W47.37'N 3 0 ° 3 4 ' 0 0 "W 15 8 . 8 4 ' S 3 0 ° 3 5 ' 4 1 " E 1 5 7 . 6 7 'S59°23'12"W143.72'N 3 0 ° 3 4 ' 0 0 "W 1 3 9 . 3 6 'S59°47'37"W143.79'S 3 0 ° 3 5 ' 4 1 " E 1 4 0 . 3 8 ' S 3 0 ° 0 8 ' 4 7 " E 3 3 8 . 6 4 'S36°08'55"W181.31'S 3 0 ° 3 5 ' 4 1 " E 1 6 0 . 8 6 ' N49 ° 5 8 ' 1 1 " W 99.2 0 'N36°08'55"E148.63'S36°08'55"W35.77'S82°21'51"W67.48'N34°06'15"W44.24'N78°28'50"W17.75'Lot 58 0.76 acS82°05'22"E58.05'S07°19'32"Wchord 8.84'L=8.84'R=433.0'SEE SHEET PL-1SEE SHEET PL-1 Ex. Permanent slope rights forthe benefit of City of SouthBurlingtonEx. Stormwater easement forthe benefit of the City of SouthBurlingtonEx. 20' wide access easement for thebenefit of the City of South BurlingtonOpen Space & StormwaterEasement = 3.0 acresEx. Stormwater easement forthe benefit of the City ofSouth Burlington.Ex. 10' wide utility easement toGreen Mountain PowerLimit of open spaceeasementLimit of Open SpaceEasementNew 10' easement for GreenMountain Power.Ex. 10' easement for GreenMountain Power.Ex. 10' easement for GreenMountain Power.Ex. 10' easement for GreenMountain Power.New 10' easement forGreen Mountain Power.Ex. 20' utility easement for thebenefit of the City of SouthBurlington.Lot 6Proposed ParkArea = 3.04 acTWO B RO TH E R S D R I V E Lot 13 2.77 acLot 100.93 acTWO BROTHERS DRIVELOT 141.08 acTWO BROTHERSLot 5CommonElement Area =8.73 ac.LOT 7 COMMON ELEMENT AREA = 2.44 ac.LOT 8COMMON ELEMENTAREA =4.65 ac.LOT 9 COMMONELEMENT 1.84 ac.50'50'50'60'6 0 ' 60'60' 60'60'O'BRIEN FARM ROADLAURENTIDE LANELEDGE WAYSPLIT ROCK COURTO'BRIEN FARM ROADLEO LANEKENNEDY DRIVEOLD FARM ROADELDREDGE STREETEx. Old Farm Road to be removedLot 41.06 acLot 111.17 acLot 152.38 acLot 121.57 acLot 172.48 acLot 162.69 acLot 202.13 acLot 210.50 acLot 220.35 acLot 241.25 acLot 251.27 acLot 261.32 acLot 270.74 acLot 332.38 acLot 18 1.17 acLot 19 0.75 acOLD FARM ROAD (relocated)Ex. Sidewalk and utilityeasement30' wide Access and Utilityeasement for pedestrianconnectivity and contiguousgreen space for the benefit ofthe City of South Burlington.DANIEL DRIVE 30' wide easement forpedestrian connectivity andcontiguous green space for thebenefit of the City of SouthBurlington.50' ROW ROWLot 360.66 acLot 490.54 ac60' 65.4'50'DRIVE Lot 5Lot 5Lot 5Lot 5O'BRIEN FARMROAD66' 66'MABEL WAYOLD FARM ROADNew 20' utility easement forthe benefit of the City ofSouth Burlington.20' wide Access and Utility easements, forpedestrian connectivity and contiguousgreen space, and utility installation for thebenefit of the City of South Burlington.New 10' wide utility easementto Green Mountain PowerNew 30' wide Accessand Utility easementfor the benefit of theCity of SouthBurlington..New 10' wide utility easementto Green Mountain PowerNew 10' wide utility easementto Green Mountain PowerNew 10' wide utility easementNew 10' wide utility easementto Green Mountain Power20' wide access andutility easement for thebenefit of the City ofSouth Burlington.New 20' utility easement forthe benefit of the City ofSouth Burlington.Stormwater utility easementfor the benefit of the City ofSouth Burlington.Lot 58 0.76 acNew Utility Easement for the benefit of Green Mountain PowerNew Utility Easement for the benefit of the City of South BurlingtonNew Open Space EasementNew Access & Utility Easement K IM B A L L A V EN U E OLD FARM ROADMABEL WAYEx. Old Farm Road to be removedLot 202.13 acLot 220.35 acLot 241.25 acLot 251.27 acLot 261.32 acLot 270.74 acLot 280.46 acLot 332.38 acLot 312.39 acLot 324.80 acLot 352.38 acLot 291.70 acLot 341.30 acLot 393.54 ac 1.17 acLot 19 0.75 acLot 371.10 acLot 381.55 acOLD FARM ROAD (relocated)O'B R I EN FA RM ROAD E A S TBARN ROADLot 47 OpenSpace 12.61 acLot 401.90 acLot 48OpenSpace4.56 acLot 463.96 acLot 423.14 acLot 433.95 acLot 443.51 acLot 413.65 acLot 452.90 acPOTASH ROADDANIEL DRIVE Lot 230.12 acLot 301.37 acLot 360.66 acLot 490.54 ac60' 65.4'60'50'50'50'50'64' 66' 72' 66' 64 '60'49.1'MABEL WAYMABEL WAY OLD FARM ROADLot 501.15 ac20' wide Access and Utility easements, forpedestrian connectivity and contiguousgreen space, and utility installation for thebenefit of the City of South Burlington.New 10' wide utility easementto Green Mountain PowerNew Access and Utilityeasement for the benefit ofthe City of South Burlington.New 20' utility easement forthe benefit of the City ofSouth Burlington.New 10' wide utility easementto Green Mountain PowerNew 10' wide utility easementto Green Mountain PowerNew 10' wide utility easementto Green Mountain PowerNew 10' wide utility easementto Green Mountain Power20' wide utility easement forthe benefit of the City of SouthBurlington.Utility and Access easementsfor the benefit of the City ofSouth Burlington.New utility easement for thebenefit of the City of SouthBurlington.20' wide Access and utilityeasement for the benefit of theCity of South BurlingtonNew 30' wide Accessand Utility easementfor the benefit of theCity of SouthBurlington..New 10' wide utility easementto Green Mountain PowerNew 10' wide utility easementto Green Mountain PowerNew 10' wide utility easementto Green Mountain PowerNew 10' wide utility easementto Green Mountain Power20' wide access andutility easement for thebenefit of the City ofSouth Burlington.South Burlington.Stormwater utility easementfor the benefit of the City ofSouth Burlington.New 30' wide Access andUtility easement for thebenefit of the City of SouthBurlington.Stormwater utility easementfor the benefit of the City ofSouth Burlington.Stormwater utility easementfor the benefit of the City ofSouth Burlington.New PedestrianAccess easement forthe benefit of the Cityof South Burlington.Stormwater utility easementfor the benefit of the City ofSouth Burlington.Stormwater utility easementfor the benefit of the City ofSouth Burlington.New Utility andAccess easementfor the benefit of theCity of SouthBurlingtonLot 520.55 acLot 530.52 acLot 540.46 acLot 551.15 acLot 511.86 acLot 561.15 acLot 571.15 acLot 58 0.76 acPedestrian easement for the benefit of theCity of South Burlington.New Access easement forthe benefit of the City ofSouth Burlington.New 20' Accesseasement for thebenefit of the City ofSouth Burlington.SEE SHEET E-1SEE SHEET E-1New Utility Easement for the benefit of Green Mountain PowerNew Utility Easement for the benefit of the City of South BurlingtonNew Open Space EasementNew Access & Utility Easement LEO LANEOLD FARM ROADMABEL WAY16-116-216-316-416-716-616-516-816-916-1016-1116-1216-1316-1420-132-132-232-332-432-532-632-732-1332-1432-1531-131-531-231-331-431-620-220-320-420-520-620-720-820-920-1020-1120-1220-1320-1420-1520-1620-1720-1820-1920-2020-2120-2220-2320-2420-2520-2632-832-932-1032-1132-1216-1516-1616-1716-1816-19City R.O.W. to be reduced from66' to 60' along frontage of Lot 20.Lot 162.69 acLot 202.13 acLot 324.80 acLot 16 Common Element1.69 acLot 20 Common Element 0.92 acLot 32 Common Element3.03 ac OLD FARM ROADO' B R I EN FA RM ROAD EA S T MABEL WAY32-132-232-332-432-532-632-732-1332-1432-1532-1632-1732-1832-1932-2032-2132-2232-2331-131-531-731-931-1431-1531-1631-1739-139-239-339-439-539-639-731-231-331-431-631-831-1031-1131-1231-1331-1831-1931-2031-2131-2231-2331-2431-2531-2632-832-932-1032-1132-1232-2432-2524-124-224-324-4City R.O.W. to be reduced from66' to 60' along frontage of Lot 20.Lot 324.80 acLot 241.25 acLot 230.12 acLot 312.39 acLot 393.54 acLot 32 Common Element3.03 acLot 24CommonElement1.05 acLot 31CommonElement1.44 acLot 39 Common Element2.52 ac OLD FARM ROADMABEL WAYBARN ROADDANIEL DRIVE MABEL WAY OLD FARM ROAD34-134-339-839-939-1039-1138-138-238-338-438-534-234-434-935-135-335-435-535-635-735-835-935-1034-634-734-835-1235-1335-1435-1537-237-337-437-537-635-1635-1735-1837-135-1134-1036-136-236-336-436-534-5Lot 332.38 acLot 352.38 acLot 360.66 acLot 371.10 acLot 381.55 acLot 393.54 acLot 34 Common Element0.77 acLot 341.30 acLot 35CommonElement1.53 acLot 36CommonElement0.47 acLot 37CommonElement0.79 acLot 38 Common Element1.09 acLot 39 Common Element2.52 ac 50' Wetland Setback Wetland A T y p e I I I 50' We t 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 1.17 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 3 1 - 1 3 3 1 - 1 4 3 1 - 1 5 3 1 - 1 6 3 1 - 1 7 3 1 - 1 8 3 1 - 1 9 34-1 34-3 34-6 34-7 39-139-239-3 39-4 39-539-639-739-839-9 39-1039-1138-138-238-338-4 38-5 34-2 34-4 34-5 34-8 34-9 31-2 31-3 31-4 31-6 31 - 8 3 1 - 1 0 31-1131-1220-220-320-420-520-620-720-820-920-1020-1120-1220-1320-1420-1520-1620-1720-1820-1920-2020-2120-2220-2320-2420-2520-263 1 - 2 0 3 1 - 2 1 Lot 38 1.55 ac 35-1 35-2 35-3 35-4 35-5 35-6 35-7 35-8 35-9 35-10 Lot 42 3.14 ac Lot 43 3.95 acLot 44 3.51 ac Lot 45 2.90 ac Lot 37 1.10 ac 3 1 - 2 2 3 1 - 2 3 3 1 - 2 4 3 1 - 2 5 3 1 - 2 632-25 35-12 35-13 35-14 35-15 35-16 35-17 35-18 36-137-1 35-11 34-10 Lot 30 1.37 ac Lot 36 0.66 ac 24-1 24-124-2 24-3 24-436-236-336-436-537-2 37-3 37-4 37-5 37-6 GRAVEL WETLAND #6A16-1516-1616-17 16-18 16-19 Lot 49 0.54 ac Lot 50 1.15 ac Pedestrian easement 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 1.17 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 3 1 - 1 3 3 1 - 1 4 3 1 - 1 5 3 1 - 1 6 3 1 - 1 7 3 1 - 1 8 3 1 - 1 9 34-1 34-3 34-6 34-7 39-139-239-3 39-4 39-539-639-739-839-9 39-1039-1138-138-238-338-4 38-5 34-2 34-4 34-5 34-8 34-9 31-2 31-3 31-4 31-6 31 - 8 3 1 - 1 0 31-1131-1220-220-320-420-520-620-720-820-920-1020-1120-1220-1320-1420-1520-1620-1720-1820-1920-2020-2120-2220-2320-2420-2520-263 1 - 2 0 3 1 - 2 1 Lot 38 1.55 ac 35-1 35-2 35-3 35-4 35-5 35-6 35-7 35-8 35-9 35-10 Lot 42 3.14 ac Lot 43 3.95 acLot 44 3.51 ac Lot 45 2.90 ac Lot 37 1.10 ac 3 1 - 2 2 3 1 - 2 3 3 1 - 2 4 3 1 - 2 5 3 1 - 2 632-25 35-12 35-13 35-14 35-15 35-16 35-17 35-18 36-137-1 35-11 34-10 Lot 30 1.37 ac Lot 36 0.66 ac 24-1 24-124-2 24-3 24-436-236-336-436-537-2 37-3 37-4 37-5 37-6 GRAVEL WETLAND #6A16-1516-1616-17 16-18 16-19 Lot 49 0.54 ac Lot 50 1.15 ac Pedestrian easement PROPOSED SIDEWALK EXTENSION REQUIRED BY DEVELOPMENT REVIEW BOARD PRELIMINARY PLAT APPROVAL Airport Appro a c h C o n e Airport Appr o a c h C o n e Airpor t A p p r o a c h C o n e 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 1.17 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 3 1 - 1 3 3 1 - 1 4 3 1 - 1 5 3 1 - 1 6 3 1 - 1 7 3 1 - 1 8 3 1 - 1 9 34-1 34-3 34-6 34-7 39-139-239-3 39-4 39-539-639-739-839-9 39-1039-1138-138-238-338-4 38-5 34-2 34-4 34-5 34-8 34-9 31-2 31-3 31-4 31-6 31 - 8 31 - 1 0 31-1131-1220-220-320-420-520-620-720-820-920-1020-1120-1220-1320-1420-1520-1620-1720-1820-1920-2020-2120-2220-2320-2420-2520-263 1 - 2 0 3 1 - 2 1 Lot 38 1.55 ac 35-1 35-2 35-3 35-4 35-5 35-6 35-7 35-8 35-9 35-10 Lot 42 3.14 ac Lot 43 3.95 acLot 44 3.51 ac Lot 45 2.90 ac Lot 37 1.10 ac 3 1 - 2 2 3 1 - 2 3 3 1 - 2 4 3 1 - 2 5 3 1 - 2 632-25 35-12 35-13 35-14 35-15 35-16 35-17 35-18 36-137-1 35-11 34-10 Lot 30 1.37 ac Lot 36 0.66 ac 24-1 24-124-2 24-3 24-436-236-336-436-537-2 37-3 37-4 37-5 37-6 GRAVEL WETLAND #6A16-1516-1616-17 16-18 16-19 Lot 49 0.54 ac Lot 50 1.15 ac Pedestrian easement 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 417.43 Inv. in 411.73 Inv. out 411.63 New SMh Rim 419.28 Inv. in 413.58 Inv. out 413.48New 12" D.I. water mainNew CB Rim 417.20 Inv. in 406.45 Inv. out 406.35 Inv. fd 407.7 New CB Rim 417.20 Inv. fd 407.8 Inv. out 406.55 New CB Rim 419.05 Inv. in 408.55 Inv. out 408.45 Inv. fd 409.8 New CB Rim 419.05 Inv. fd 410.3 Inv. out 409.05 Lot 18 Open Space 1.17 ac 16-1 16-2 16-3 16-4 20-1 20-2 20-3 20-4 20-5 20-6 20-7 Lot 16 2.81 ac Lot 20 2.13 ac New 4" PVC SDR 35 sanitary service. s=1 4"/ft. min. Typical all units. FUTURE ATHLETIC FIELD and/or ACTIVE USE AREA New 8" PVC Sewer s=0.01 PCG 418.5 PCG 417.6 PCG 417.4 PCG 416.7 PCG 419.4PCG 420.0 8' paved multi-use path 9 Parking spaces New 15"HDPENew 15" HDPENew 15" HDPE s=0.01 New 12"CL 52 D.I. Water. Connect to Phase 1 stub. Verify elevation prior to laying pipe New 12" x 12" x 12" tee with thrust block New 12" gate valves New 12" CL 52 D.I. water main New Hydrant assembly New 34" k copper water service and curb stop. Typical all units. New 12" CL 52 D.I. Water m a i n New 12" x 12" x 4" tee with thrust block New 4" gate valve New 12"tee with valve & thrust block New 12" gate valve New 45° bends with thrust blocks HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: C-2 SITE PLAN - LEO LANE Old Farm Road and Kennedy Drive, South Burlington, Vermont O'BRIEN BROTHERS 1855 WILLISTON ROAD SOUTH BURLINGTON, VT 05403 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 email@krebsandlansing.com Lot 5 8.8 ac EASTVIEW HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: C-2.1 SITE PLAN - LEO LANE & Multi-Use Path Connection Old Farm Road and Kennedy Drive, South Burlington, Vermont O'BRIEN BROTHERS 1855 WILLISTON ROAD SOUTH BURLINGTON, VT 05403 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 email@krebsandlansing.com EASTVIEW New 5' paved strip to be installed adjacent to existing 5' concrete walk to provide 10' total width. New 5' paved strip to be installed adjacent to existing 5' concrete walk to provide 10' total width. New 10' wide paved access ramps Remove existing curb cut and sidewalk ramp New SMh Rim 408.43 Inv. in 402.73 Inv. out 402.63 New SMh Rim 414.72 Inv. in 409.02 Inv. out 408.92 New SMh Rim 417.43 Inv. in 411.73 Inv. out 411.63 New SMh Rim 415.9 Inv. in 410.23 Inv. out 410.13 New CB Rim 411.27 Inv. in 397.75 Inv. out 397.65 Inv. fd 399.0 New CB Rim 411.27 Inv. fd. 399.1 Inv. out 397.85 New CB Rim 414.84 Inv. in 402.75 Inv. out 402.65 Inv. fd 403.9 New CB Rim 414.84 Inv. fd 404.1 Inv. out 402.85 New CB Rim 417.20 Inv. in 406.45 Inv. out 406.35 Inv. fd 407.7 New CB Rim 417.20 Inv. fd 407.8 Inv. out 406.55 Lot 16 2.81 ac Lot 20 2.13 ac 16-4 16-7 16-6 16-5 16-8 16-9 16-10 16-11 16-12 32-1 32-2 32-3 32-4 32-5 32-6 20-7 20-8 20-9 20-10 20-11 20-12 20-13 20-14 20-15 20-16 20-17 20-18 20-19 20-20 20-21 20-22 Lot 32 4.80 ac New 4" PVC SDR 35 sanitary service. s=14"/ft. min. Typical all units. G1 G2 G3 G4 G5 G6 New 8" PVC Sewer s=0.022 New 8" PVC S e w e r s = 0 . 0 1 2 New 8" PVC Sew e r s = 0 . 0 1 2 PCG 416.7 PCG 415.6 PCG 414.2 PCG 412.1 PCG 410.8 PCG 409.5 PCG 408.4 PCG 406.7 PCG 404.5 PCG 412.2 PCG 414.2 PCG 416.2 PCG 418.4 PCG 417.2 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 PCG 416.5 PCG 416.7 PCG 416.4 PCG 416.4 PCG 416.2 PCG 415.6 New SMh Rim 413.4 Inv. in 407.73 Inv. out 407.63 HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: C-3 SITE PLAN - LEO LANE and Old Farm Road Old Farm Road and Kennedy Drive, South Burlington, Vermont O'BRIEN BROTHERS 1855 WILLISTON ROAD SOUTH BURLINGTON, VT 05403 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 email@krebsandlansing.com EASTVIEW New SMh Rim 399.9 Inv. in 394.2 Inv. out 394.1 New SMh Rim 402.8 Inv. in 393.5 Inv. out 393.4 New SMh Rim 408.43 Inv. in 402.73 Inv. out 402.63 New 8" PVC SDR 35 Connect to Phase 1 stub. Verify elevation prior to laying pipe New SMh Rim 392.92 Inv. in 386.55 Inv. out 386.45 New SMh Rim 401.4 Inv. in 395.33 Inv. out 395.23 New SMh Rim 405.9 Inv. in 400.23 Inv. out 400.13 New SMh Rim 402.9 Inv. in 397.23 Inv. out 397.13 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. PARK SPACE Lot 11 1.2 ac 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 5 6 New 8" PVC Sewer s=0.046N e w 8 " P V C S e w e r s= 0 . 1 0New 8" PVC Sewer s=0.034±PCG 404.5 PCG 402.6 PCG 400.5 PCG 407.0 PCG 409.5 PCG 404.517 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 Raised crosswalkNew 15" HDPENew 15" H D P E s=0.083 Ne w 1 5 " H D P E s=0 . 0 1 New 1 5 " H D P E s = 0 . 0 5 2 Ne w C B Ri m 3 6 7 . 2 Inv . o u t 3 6 3 . 2 Ne w C B Ri m 3 6 8 . 4 Inv . i n 3 6 2 . 8 2 Inv . o 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 P E s = 0 . 1 1 5 Ne w 1 5 " H D P E s=0. 0 1 me c h a n i c a l p l a n s . G15 G16 G17 G18 G19 PCG 398.1 PC G 3 9 7 . 7 PCG 398 .5PCG 400.8PCG 401.4PCG 416.2 PCG 415.6 PCG 414.5 PCG 414.1 PCG 412.7 PCG 411.9 PCG 410.9 PCG 410.7 PCG 410.7 PC G 4 1 0 . 2 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 HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: C-4 SITE PLAN - LEO LANE, OLD FARM ROAD, MABEL WAY Old Farm Road and Kennedy Drive, South Burlington, Vermont O'BRIEN BROTHERS 1855 WILLISTON ROAD SOUTH BURLINGTON, VT 05403 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 email@krebsandlansing.com EASTVIEW New SMh Rim 392.92 Inv. in 386.55 Inv. out 386.45 New CB Rim 396.72 Inv. in 391.97 Inv. out 391.87 Inv. fd 393.12 New SMh Rim 378.95 Inv. in 372.75 Inv. out 372.65 New 6" PVC SDR 35 sanitary sewer stub, cap , and witness New End Section Inv. out 377.5 Forebay New Outlet Structure 3. See detail. New rip rap dispersal pad New berm with stone weir overflow New stone overflow New CB Rim 375.2 Inv. in 370.25 Inv. out 370.15 New CB Rim 375.2 Inv. out 370.45 New DMh Rim 388.0 Inv. in 379.3 Inv. out 379.2 1.2 ac Lot 21 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=0.02PCG 384.8 PCG 384.0 PCG 384.0 PCG 383.8 G1 G2 G3 G4 New rip rap dispersal pad Convert from D.I. to C900 PVC water main. Provide all necessary fittings.New 8" C900 PVC water mainConvert from D.I. to C900 PVC water main. Provide all necessary fittings. New 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 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 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 31-14 31-15 31-16 31-17 31-6 31-8 31-10 31-1131-12 New CB Rim 411.6 Inv. out 407.6 New SMh Rim 375.9 Inv. in 369.95 Inv. out 369.85 New CB Rim 375.2 Inv. out 370.45 New CB Rim 377.2 Inv. in 372.20 Inv. out 372.10 Inv. fd 373.45 New CB Rim 377.2 Inv. out 372.45 31-13 New CB Rim 387.0 Inv. out 382.20 Inv ud 382.7 New SMh Rim 378.75 Inv. in 371.64 Inv. out 371.54 New SMh Rim 380.20 Inv. in 373.6 Inv. out 373.5 New CB Rim 378.45 Inv. out 373.7 New DMh Rim 380.22 Inv. in 374.1 Inv. out 374.0 Inv. fd 375.35 New CB Rim 379.3 Inv. out 375.05 31-18 31-19 31-20 31-21 New CB Rim 379.66 Inv. in 373.61 Inv. out 373.51 Inv. fd 374.76 New CB Rim 379.66 Inv. out 374.87 New CB Rim 379.3 Inv. in 374.65 Inv. out 374.55 Inv. fd 375.8 31-22 31-23 31-24 31-25 31-26 New 8" P V C Se wer s=0.031 New 8" P V C Se wer s=0.0075 New 8" P V C Se wer s=0.0075PCG 408.8PCG 408.6 PCG 4 06. 8 PCG 4 0 4 . 1 Access route for C1-LR lots New CB Rim 389.0 Inv. out 384.20 Inv ud 384.7 New CB Rim 381.3 Inv. in 377.3 Inv. out 377.2Ne w 1 5 " H D P E N ew 1 5 "HDP E New 15 " H D P E Ne w 1 5 " H D P E New 15" H DP E New 15" H DP E N ew 1 5 "HD PE N e w 1 2 " H D P E New 12" HDPE New 8" C900 PVC water main New Hydrant assembly New Hydrant assembly New 8" C900 PVC water main New 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 374.0 Inv. in 366.77 Inv. out 366.67 New DMh Rim 375.0 Inv. in 370.0 Inv. out 369.9 New DMh Rim 366.5 Inv. in 358.47 Inv. out 358.37New 1 8" HDPE s=0 .062 New 18" H D PE s=0.01 N ew 1 8 " H D P E s = 0 . 0 5 0 New 18" H D P E s =0.015 PCG 412.4PCG 385.0PCG 385.5PCG 386.0PCG 386. 9 PCG 387.8PCG 387.1PCG 387.3New 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 ac New c o n c r e t e w a l k HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: C-6 SITE PLAN - O'Brien Farm Road East Old Farm Road and Kennedy Drive, South Burlington, Vermont O'BRIEN BROTHERS 1855 WILLISTON ROAD SOUTH BURLINGTON, VT 05403 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 email@krebsandlansing.com EASTVIEW New SMh Rim 374.5 Inv. in 365.94 Inv. out 365.84 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 "HDPENew 12" HDPE 8' M I N 8' M I N New Hydrant assembly New 8" C900 PVC water main New 45° bends with thrust blocks New DMh Rim 372.0 Inv. in 355.5 Inv. out 355.4 New 18" HDPE s=0.06512' wide stabilized grass maintenance drive PCG 387.3 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 g r a v el p at hNew gravel path New grave l p a t h Ne w g r a v e l p a t h New c o n c r e t e w al k 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 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 12" x 8" tapping sleeve w/ thrust block and valve New 8" tee with valve and thrust block New 1 5 " H D P E New 8 " C L 5 2 D . I . W a t e r m a i n Forebay New End Section Inv. out 332.5 New rip rap dispersal pad New stone berm 2, New 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 Convert from D.I. to C900 PVC water main. Provide all necessary fittings. New 12" PVC cross pipe between cells Lot 29 1.70 ac HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: C-7 SITE PLAN - Old Farm Road Old Farm Road and Kennedy Drive, South Burlington, Vermont O'BRIEN BROTHERS 1855 WILLISTON ROAD SOUTH BURLINGTON, VT 05403 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 email@krebsandlansing.com EASTVIEW Lot 17 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 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 366.5 Inv. in 358.47 Inv. out 358.37 New DMh Rim 372.0 Inv. in 355.5 Inv. out 355.4 New DMh Rim 337.5 Inv. in 328.93 Inv. out 328.83 New 18" H D P E s =0.015 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 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 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 341.0 Inv. in 336.0 Inv. out 335.9 New DMh Rim 333.35 Inv. in 327.28 Inv. out 327.18 New End Section Inv. out 326.0 New DMh Rim 337.5 Inv. in 328.93 Inv. out 328.83New 18" HDPE s=0.065New 24 " H D P E s =0.0055 New 30" H DP E s=0.01New 18" HDPE s=0 .0 48 Core and boot new penetration. New Inv. 325.75 Proposed wetland buffer disturbance for storm outlet = 425 s.f. New 10' paved multi-use path DOG PARK (refer to Landscape Plans) Lot 55 1.63 ac Lot 56 0.96 ac Lot 47 Open Space 12.61 ac Ne w 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-8.1 SITE PLAN - Kimball Avenue Old Farm Road and Kennedy Drive, South Burlington, Vermont O'BRIEN BROTHERS 1855 WILLISTON ROAD SOUTH BURLINGTON, VT 05403 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 email@krebsandlansing.com EASTVIEW New SMh Rim 424.24 Inv. in 418.54 Inv. out 418.44 Lot 33 2.38 ac Lot 34 1.30 ac 34-1 34-3 34-2 34-4 34-5 Historic Barn New CB Rim 423.50 Inv. fd 415.1 Inv. in 413.85 Inv. out 413.75 New CB Rim 413.60 Inv. fd 407.3 Inv. in 406.05 Inv. out 405.95 New CB Rim 417.60 Inv. fd 410.1 Inv. in 408.85 Inv. out 408.75 34-6 34-7 34-8 New CB Rim 420.54 Inv. fd 412.1 Inv. in 410.85 Inv. out 410.75 8' paved multi-use path 9 Parking spaces 11 Parking spaces 10' paved multi-use pathNew Pavillion New Paver parking New Hydrant assembly New 12" CL 52 D.I. Water m a i n New 12" x 12" x 4" tee with thrust block New 4" gate valve New 45° bends with thrust blocks Lot 49 0.54 ac PCG 422.2PCG 419.8PCG 417.2New concrete curb New concrete curb 5' concrete sidewalk8' paved multi-use pathFlush curb for ADA space HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: C-9 SITE PLAN - Historic Barn Old Farm Road and Kennedy Drive, South Burlington, Vermont O'BRIEN BROTHERS 1855 WILLISTON ROAD SOUTH BURLINGTON, VT 05403 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 email@krebsandlansing.com EASTVIEW New SMh Rim 424.24 Inv. in 418.54 Inv. out 418.44 Lot 34 1.30 ac 34-1 34-3 34-2 34-4 34-5 Lot 37 1.10 ac Lot 35 2.38 ac 35-1 35-2 35-3 35-4 35-5 35-6 35-7 35-8 New SMh Rim 414.1 Inv. in 408.4 Inv. out 408.3 New SMh Rim 417.75 Inv. in 412.05 Inv. out 411.95 New CB Rim 423.50 Inv. fd 415.1 Inv. in 413.85 Inv. out 413.75 New CB Rim 413.60 Inv. fd 407.3 Inv. in 406.05 Inv. out 405.95 New CB Rim 417.60 Inv. fd 410.1 Inv. in 408.85 Inv. out 408.75 New CB Rim 417.60 Inv. fd 410.7 Inv. out 409.45 New CB Rim 423.50 Inv. fd 415.7 Inv. out 414.45 34-6 34-7 New CB Rim 411.3 Inv. fd 404.1 Inv. in 402.85 Inv. out 402.75 New CB Rim 420.54 Inv. fd 412.1 Inv. in 410.85 Inv. out 410.75 New CB Rim 420.54 Inv. fd 413.7 Inv. out 412.45 Lot 35 2.38 ac 35-13 35-14 35-15 37-2 37-3 37-4 35-16 35-17 35-18 37-1 New CB Rim 421.93 Inv. fd 414.3 Inv. in 412.8 Inv. out 412.7 New CB Rim 421.93 Inv. out 414.4 New CB Rim 415.43 Inv. fd 407.9 Inv. in 406.65 Inv. out 406.55 New CB Rim 415.43 Inv. fd 409.1 Inv. out 407.85 New CB Rim 407.22 Inv. fd 396.95 Inv. in 395.7 Inv. out 395.6 New CB Rim 407.22 Inv. fd 397.1 Inv. out 395.85 New SMh Rim 410.23 Inv. in 404.53 Inv. out 404.43 New SMh Rim 422.33 Inv. in 416.63 Inv. out 416.53 New 8" PVC Sewer s=0 .034New 8" PVC Sewers=0.030New 8" PVC Sewers=0.071New 8" PVC Sewers=0.076New 15" HDPE s=0.032New 15" HDPE New 15 " H D P ENew 15" HDPE s=0.023New 15" HDPE s=0 .025 New 15" HDPE New 15" HDPE New 15" HDPE New 15" HDPE New 15" HDPE New 15" HDPE s=0.115New 15" HDPE s=0.048New 12" x 12" x 8" tee with thrust block and valve New Hydrant assembly New 12" CL 52 D.I. Water m a i n New 12"tee with valve & thrust block New 12" gate valve New 12" CL 52 D.I. Water main New Hydrant assembly New 45° bends with thrust blocks 36-136-236-3 36-4 36-5 G5 G4 G3 G2 G1 New Hydrant assembly Lot 36 0.66 ac New CB Rim 420.5 Inv. in fd 414.5 Inv. out 413.0 New DMh Rim 420.9 Inv. in 410.78 Inv. out 410.68 New 6" PVC footing drain. s=0.005 min New SMh Rim 426.2 Inv. in 420.5 Inv. out 420.4 New 8" PVC Sewer s=0.03 New SMh Rim 421.25 Inv. in 415.55 Inv. out 415.45 New 8" PVC C900 water main New 12" x 12" x 8" tee with thrust block and valve New 4" PVC SDR 35 sanitary service. s=14"/ft. min. Typical all units. New 34" k copper water service and curb stop. Typical all units.New 8" PVC Sewers=0.024PCG 423.8PCG 422.2PCG 419.8PCG 417.2PCG 414.1PCG 426.2PCG 423.6PCG 419.6PCG 415.4PCG 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 Convert from D.I. to C900 PVC water main. Provide all necessary fittings. Convert from D.I. to C900 PVC water main. Provide all necessary fittings. HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: C-10 SITE PLAN - MABEL WAY & DANIEL DRIVE Old Farm Road and Kennedy Drive, South Burlington, Vermont O'BRIEN BROTHERS 1855 WILLISTON ROAD SOUTH BURLINGTON, VT 05403 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 email@krebsandlansing.com EASTVIEW New SMh Rim 391.5 Inv. in 381.22 Inv. out 381.12 New SMh Rim 389.5 Inv. in 383.32 Inv. out 383.22 New End Section Inv. out 379.0 Forebay New Outlet Structure 4. See detail. New rip rap dispersal pad New 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 1.55 ac Lot 35 2.38 ac 35-8 35-9 35-10 New DMh Rim 387.5 Inv. in 382.5 Inv. out 382.4 New CB Rim 397.56 Inv. in 387.24 Inv. out 387.14 New CB Rim 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 396.65 Inv. out 388.89 New SMh Rim 410.23 Inv. in 404.53 Inv. out 404.43 New 8" PVC Sewer s=0.0075 New 8" P V C S e w e r s = 0 . 0 8 1New 8" PVC Sewer s=0 .034 New 8" PVC Sewer s=0.0075New 8" PVC Sewer s=0 .076 N e w 8 " P V C S e w e r s= 0 . 0 3 0 New 8" PVC Sewers=0.031 New SMh Rim 400.75 Inv. in 395.05 Inv. out 394.95 New 8" PVC Sewers=0.076New CB Rim 365.91 PCG 393 . 7 PCG 396.1 PCG 399.4 PCG 406.6 PCG 406.2 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. 380.0 N ew 2 4 " HD P E s = 0 . 0 2 7 New 15 " H D P E New 15"HDPENew 24" HDPE s=0 .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=0.013New 15" HDPE New 15" HDPE New 15" HDPE s=0.050N e w 1 5 " H D P E s = 0 . 0 4 7 New Emergency Spillway. See detail 10' pa v e d m u l t i - u s e p a t h New End Section Inv. out 374.3 New Hydrant assembly New 12" x 12" x 8" tee with thrust block and valve New 8" C900 PVC water main New 12" gate valves New 12" x 8" reducer Gate valve, cap, stub, and witness for 8" water main. New Hydrant assembly New 8" x 8" x 8" tee with thrust block and valve New 8" gate valve New 12" C900 PVC water main New 12" x 8" reducer 12' wide New CB Rim 394.47 Inv. fd 388.3 Inv. out 387.05 PCG 417.2PCG 414.1PCG 411.4PCG 415.4PCG 411.9PCG 408.5PCG 403.8PCG 401.9PCG 407.8PCG 403.8PCG 401.0 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 HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: C-11 SITE PLAN - MABEL WAY & BARN ROAD Old Farm Road and Kennedy Drive, South Burlington, Vermont O'BRIEN BROTHERS 1855 WILLISTON ROAD SOUTH BURLINGTON, VT 05403 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 email@krebsandlansing.com EASTVIEW New SMh Rim 390.5 Inv. in 380.1 Inv. out 380.0 New SMh Rim 385.5 Inv. in 377.7 Inv. out 377.6 New CB Rim 394.0 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 PCG 400.0 PCG 397.8 PCG 396.1 PCG 394.4 PCG 395.2 PCG 392.0 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=0.065PCG 408.0 New stone level spreader Improve drainage HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: C-12 SITE PLAN - MABEL WAY Old Farm Road and Kennedy Drive, South Burlington, Vermont O'BRIEN BROTHERS 1855 WILLISTON ROAD SOUTH BURLINGTON, VT 05403 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 email@krebsandlansing.com EASTVIEW New SMh New SMh Rim 394.41 Inv. in 388.68 Inv. out 388.58 New SMh Rim 399.0 Inv. in 393.3 Inv. out 393.2 New SMh Rim 403.52 Inv. in 397.63 Inv. out 397.53 New SMh Rim 405.71 Inv. in 400.0 Inv. out 399.9 New CB Rim 394.0 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 PCG 392.0 PCG 39 1 . 8 PCG 3 9 4. 9 PCG 39 9 . 7 PCG 400.9 PCG 402.1 Paver 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 Paver parking spaces (typ.) 12' wide stabilized grass maintenance 12' wide stabilized grass PCG 40 8 . 7 PCG 407.7 PCG 407.4 PCG 407.0 PCG 406.4 PCG 405 . 9 PCG 4 0 4. 7 PCG 4 0 2. 6 PCG 4 0 0. 4 New 15"HDPE s=0.10New CB Rim 405.00 Inv. out 398.15 HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: C-13 Old Farm Road and Kennedy Drive, South Burlington, Vermont O'BRIEN BROTHERS 1855 WILLISTON ROAD SOUTH BURLINGTON, VT 05403 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 email@krebsandlansing.com SITE PLAN - MABEL WAY EASTVIEW New SMh Rim 374.5 Inv. in 365.94 Inv. out 365.84 New SMh Rim 374.57 Inv. in 368.87 Inv. out 368.77 New SMh Rim 382.9 Inv. in 372.66 Inv. out 372.56 New SMh Rim 394.41 Inv. in 388.68 Inv. out 388.58 New SMh Rim 399.0 Inv. in 393.3 Inv. out 393.2 New SMh Rim 403.52 Inv. in 397.63 Inv. out 397.53 New SMh Rim 405.71 Inv. in 400.0 Inv. out 399.9 New SMh Rim 407.30 Inv. in 401.6 Inv. out 401.5 New End Section Inv. out 365.75 Forebay New rip rap dispersal pad 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 31-26 32-24 32-25 New CB Rim 400.0 Inv. out 396.5 New 8" PVC Sewer s=0.01 New 8" PVC Sewer s=0.01New 8" PVC Sewer s=0.115 New 8 " P V C S e w e r s = 0. 0 4 1 New 8 " P V C S e w e r s = 0. 0 3 4 New 8" PVC S e w e r s = 0 . 0 1 New 8" P V C S e w e r s = 0 . 0 1 7 PCG 4 0 4. 1 PCG 3 9 1 . 8 PCG 3 9 4 . 9 PCG 39 9 . 7 PCG 400.9 PCG 402.1 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 PCG 405 . 9 PCG 4 0 4. 7 PCG 4 0 2. 6 PCG 4 0 0. 4 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 g r a v el p at hNew gravel pathNew grave l p a t h HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: C-14 Old Farm Road and Kennedy Drive, South Burlington, Vermont O'BRIEN BROTHERS 1855 WILLISTON ROAD SOUTH BURLINGTON, VT 05403 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 email@krebsandlansing.com SITE PLAN - MABEL WAY EASTVIEW New SMh Rim 407.30 Inv. in 401.6 Inv. out 401.5 New SMh Rim 411.4 Inv. in 405.7 Inv. out 405.6 New SMh Rim 392.92 Inv. in 386.55 Inv. out 386.45New SMh Rim 405.9 Inv. in 400.23 Inv. out 400.13 New SMh Rim 402.9 Inv. in 397.23 Inv. out 397.13 New SMh Rim 409.82 Inv. in 404.12 Inv. out 404.02 New CB Rim 403.3 Inv. fd 395.10 Inv. in 393.85 Inv. out 393.75 New CB Rim 404.0 Inv. fd 396.0 Inv. in 394.75 Inv. out 394.65 New CB Rim 405.76 Inv. fd 399.7 Inv. in 398.45 Inv. out 398.35 New CB Rim 408.26 Inv. fd 401.6 Inv. in 400.35 Inv. out 400.25 New CB Rim 408.26 Inv. out 402.35 New CB Rim 402.25 Inv. fd 399.15 Inv. in 397.9 Inv. out 397.8 New CB Rim 401.0 Inv. in 396.25 Inv. out 396.15 New CB Rim 408.14 Inv. in 403.74 Inv. out 403.64 New CB Rim 408.14 Inv. out 403.89 Lot 31 2.39 ac Lot 32 4.80 ac 32-5 32-6 32-7 32-13 32-14 32-15 32-16 32-17 32-18 32-19 32-20 32-21 31-1 31-5 31-7 31-9 31-2 31-3 31-4 31-6 31-8 31-10 31-11 2.13 ac Lot 32 4.80 ac Lot 31 2.38 ac New CB Rim 396.72 Inv. in 391.97 Inv. out 391.87 Inv. fd 393.12 New CB Rim 411.6 Inv. out 407.6 New CB Rim 405.1 Inv. fd 397.0 Inv. in 395.75 Inv. out 395.65 31-18 31-19 31-20 New CB Rim 379.66 Inv. in 373.61 Inv. out 373.51 32-8 32-9 32-10 32-11 32-12 G5 G6 G7 G8 G9 G10 G11 G12 G13 G14 New CB Rim 413.5 Inv. fd 402.9 Inv. out 401.9 New CB Rim 405.1 Inv. in 400.85 Inv. out 400.75 New 8" PVC Sew e r s = 0 . 0 1 New 8" P V C S e w e r s = 0 . 0 1 7 New 8" P V C Se wer s=0.031 New 8" PVC Se w e r s = 0 . 0 1 6 New 8 " P V C S e w e r s=0.0 5 6 New 8" PVC Sewer s=0.046PCG 404.5PCG 407.9PCG 408.8PCG 408.6 PCG 40 6.8 PCG 4 0 4 . 1 17 Parking spaces 2 Parking spaces 8' paved multi-u s e p a t h Paver parking spaces (typ.)New 15"HDPEN e w 1 5 "HD P E New 15"HDPENew 15"HDPENew 15" HDP E New 15" HDPE New 15" H D P E New 15" HDPENew 15" HDP E 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 Raised crosswalk New 12" x 8" reducer New 45° bends with thrust blocks PCG 416.2 PCG 415.6 PCG 414.5 PCG 414.1 PCG 412.7 PCG 411.9 PCG 410.9 PCG 410.7 PCG 410.7 PCG 4 1 0 . 2 PCG 412.4 PCG 4 1 1. 2 PCG 40 8 . 7 PCG 407.7 PCG 407.4 PCG 407.0 PCG 406.4 PCG 405 . 9 PCG 386.9Convert from D.I. to C900 PVC water main. Provide all necessary fittings.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 HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: C-15 Old Farm Road and Kennedy Drive, South Burlington, Vermont O'BRIEN BROTHERS 1855 WILLISTON ROAD SOUTH BURLINGTON, VT 05403 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 email@krebsandlansing.com SITE PLAN - MABEL WAY EASTVIEW Lot 41 3.65 ac New CB Rim 333.25 Inv. ud 329.5 Inv. in 329.0 Inv. out 328.9 New SMh Rim 332.0 Inv. in 326.35 Inv. out 326.25 Core and boot new penetration. New Inv. 326.0± New SMh Rim 334.5 Inv. in 327.84 Inv. out 327.74 Core and boot new penetration. New Inv. 326.7± Ne w 8 " P V C S e w e r s = 0 . 0 0 7 5 New 8" PVC Sewer s=0.0075New CB Rim 333.25 Inv. ud 329.5 Inv. in 329.22 Inv. out 329.12 Forebay New rip rap dispersal pad 2, New 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" HDPENew 15" HDPENew 15" HDPENew 15" HDPENe w 1 5 " H D P E Ne w 1 5 " H D P E Ne w 1 5 " H D P E N e w 1 5 " H D P E New 6" PVC SDR 35 sanitary sewer stub, cap , and witness New 12" x 8" tapping sleeve w/ thrust block and valve New 8" water stub with cap, trhust block and witness New 8" tee with valve and thrust block New Hydrant assembly New 8" water stub with cap, trhust block and New 8" tee with valve and thrust block 12' wide stabilized grass maintenance drive 10' paved multi-use path10' paved multi-use pathNe w 8 " C 9 0 0 P V C w a t e r m a i n HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: C-16 SITE PLAN - POTASH ROAD Old Farm Road and Kennedy Drive, South Burlington, Vermont O'BRIEN BROTHERS 1855 WILLISTON ROAD SOUTH BURLINGTON, VT 05403 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 email@krebsandlansing.com EASTVIEW New SMh Rim 336.3 Inv. in 330.53 Inv. out 330.43 New 6" PVC SDR 35 sanitary sewer stub, cap , and witness Lot 48 Open Space 4.56 ac Lot 41 3.65 ac Lot 45 2.90 ac Inv. ud 329.5 Inv. in 329.0 Inv. out 328.9 New rip rap dispersal pad New End Section Inv. out 327.1 New SMh Rim 345.0 Inv. in 336.51 Inv. out 336.41 New 6" PVC SDR 35 sanitary sewer stub, cap , and witness New SMh Rim 334.5 Inv. in 327.84 Inv. out 327.74 New 8" PVC Sewer s=0.009 New SMh Rim 335.25 Inv. in 329.55 Inv. out 329.45 Ne w 8 " P V C S e w e r s = 0 . 0 0 7 5 New 8" PVC Sewer s=0.0075Ne w 8 " P V C S e w e r s = 0 . 0 2 New Outlet Structure 7. See detail. Forebay New rip rap dispersal pad New 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" HDPENew 18" HDPE s=0.01New 15" HDPENew Emergency Spillway. See detail New 8" tee with valve and thrust block 12' wide stabilized grass maintenance drive 10' paved multi-use path2, New 24" PVC vertical inlet pipes 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 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 HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: C-17 Old Farm Road and Kennedy Drive, South Burlington, Vermont O'BRIEN BROTHERS 1855 WILLISTON ROAD SOUTH BURLINGTON, VT 05403 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 email@krebsandlansing.com SITE PLAN - POTASH ROAD EASTVIEW Forebay New 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. 380.0 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 HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: C-18 Old Farm Road and Kennedy Drive, South Burlington, Vermont O'BRIEN BROTHERS 1855 WILLISTON ROAD SOUTH BURLINGTON, VT 05403 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 email@krebsandlansing.com SITE PLAN - POTASH ROAD EASTVIEW New DMh Rim 348.5 Inv. in 343.75 Inv. out 343.65 New DMh Rim 342.3 Inv. in 335.83 Inv. out 335.73New 15" HDPENew 15" HDPE 12' wide stabilized grass maintenance drive Lot 43 3.95 ac Lot 44 3.51 ac 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 330.35 New Outlet Structure 7. See detail. New rip rap dispersal padNew 1 5" HDPE 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=0.008 New Emergency Spillway. See detail New End Section Inv. out 329.1 New End Section Inv. out 329.7 New DMh Rim 339.5 Inv. in 333.3 Inv. out 333.2 New 15" H D P E s = 0 . 0 1 12' wide stabilized grass maintenance drive 2, New 24" PVC vertical inlet pipes 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 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. 379.33 New sidewalk cross drain. Inv. 385.5 New sidewalk cross drain. Inv. 398.0 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 1.17 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 3 1 - 1 3 3 1 - 1 4 3 1 - 1 5 3 1 - 1 6 3 1 - 1 7 3 1 - 1 8 3 1 - 1 9 34-1 34-3 34-6 34-7 39-139-239-3 39-4 39-539-639-739-839-9 39-1039-1138-138-238-338-4 38-5 34-2 34-4 34-5 34-8 34-9 31-2 31-3 31-4 31-6 31-83 1 - 1 0 31-1131-1220-220-320-420-520-620-720-820-920-1020-1120-1220-1320-1420-1520-1620-1720-1820-1920-2020-2120-2220-2320-2420-2520-263 1 - 2 0 3 1 - 2 1 Lot 38 1.55 ac 35-1 35-2 35-3 35-4 35-5 35-6 35-7 35-8 35-9 35-10 Lot 42 3.14 ac Lot 43 3.95 acLot 44 3.51 ac Lot 45 2.90 ac Lot 37 1.10 ac 3 1 - 2 2 3 1 - 2 3 3 1 - 2 4 3 1 - 2 5 3 1 - 2 632-25 35-12 35-13 35-14 35-15 35-16 35-17 35-18 36-137-1 35-11 34-10 Lot 30 1.37 ac Lot 36 0.66 ac 24-1 24-124-2 24-3 24-436-236-336-436-537-2 37-3 37-4 37-5 37-6 GRAVEL WETLAND #6A16-1516-1616-17 16-18 16-19 Lot 49 0.54 ac Lot 50 1.15 ac Pedestrian easement 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 · · · · · · · · · · 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 PCG 418.5 PCG 417.6 PCG 417.4 PCG 416.7 PCG 415.6 PCG 414.2 PCG 412.1 PCG 410.8 PCG 409.5 PCG 408.4 PCG 406.7 PCG 404.5 PCG 409.5 PCG 412.2 PCG 414.2PCG 416.2 PCG 418.4 PCG 419.4PCG 420.0 PCG 417.2 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 Paver parking spaces (typ.) Lot 49 0.54 ac PCG 416.5 PCG 416.7 PCG 416.4 PCG 416.4 PCG 416.2 PCG 415.6 PCG 406.4 New concrete curb New concrete curb 5' concrete sidewalkFlush curb for ADA space 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 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 31-14 31-15 31-16 31-17 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 31-13 Lot 19 Open Space 1.51 ac 31-18 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 PCG 402.6 PCG 400.5 PCG 407.0 PCG 404.5PCG 407.9PCG 408.8PCG 40 8. 6 PCG 4 06. 8 17 Parking spaces 2 Parking spaces 8' paved multi-use p a t h 8' paved multi-us e p a t h Paver 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 PCG 398.1 PC G 3 9 7 . 7 PCG 398 .5PCG 400.8PCG 401.4PCG 414.5 PCG 414.1 PCG 412.7 PCG 411.9 PCG 410.9 PCG 410.7 PCG 410.7 PCG 4 1 0 . 2 PCG 41 2. 4 PCG 4 1 1. 2 PCG 408 . 7 PCG 407.7 PCG 407.4 PCG 407.0 PCG 384.8 PCG 384.0 PCG 384.0 PCG 383.8 G1 G2 G3 G4 PCG 3 85. 0 PCG 385.5Lot 52 0.55 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: 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 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 1.55 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 PCG 393. 7 PCG 396.1 PCG 399.4 PCG 406.6 PCG 406.2 PCG 400.0 PCG 397.810' 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 0.66 ac PCG 423.8PCG 422.2PCG 419.8PCG 417.2PCG 414.1PCG 411.4PCG 408.0PCG 426.2PCG 423.6PCG 419.6PCG 415.4PCG 411.9PCG 425.9PCG 425.0PCG 423.1PCG 418.6PCG 414.1PCG 408.5PCG 403 .8PCG 401.9PCG 419.7PCG 415.8PCG 411.8PCG 407.8PCG 403.8PCG 401.0 PCG 424.6PCG 425.5 PCG 426.3 PCG 426.4 PCG 426.4 New concrete curb New concrete curb 5' concrete sidewalk8' paved multi-use pathFlush curb for ADA space 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 PCG 400.0 PCG 397.8 PCG 396.1 PCG 394.4 PCG 395.2 PCG 392.0 PCG 39 1 . 8 PCG 3 9 4. 9 PCG 399 . 710' paved multi-use path10' paved multi-use pathNew Pavillion New Paver parking 34-10 Paver parking spaces (typ.) Lot 49 0.54 ac PCG 406.4 PCG 405.9 PCG 4 0 4. 7 PCG 4 0 2. 6 PCG 4 0 0 . 4 PCG 411.4PCG 408.0 New concrete curb New concrete curb 5' concrete sidewalk8' paved multi-use pathFlush curb for ADA space 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 Lot 31 2.39 ac Archaeology Zone Archaeology Zone 31-9 39-1 39-2 31-10 31-1131-12 Lot 39 3.54 ac 31-18 31-19 31-20 31-21 New parking with pervious pavers 31-22 31-23 31-24 31-25 31-26 PCG 40 4. 1 PCG 400.9 PCG 402.1 Access route for C1-LR lots 8' MI N 8' MI N PCG 407.0 PCG 386.0PCG 3 86. 9 PCG 387.8PCG 387.1PCG 387.3New 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 g r a v el p a t hNew gravel pathNew grave l p a t h Ne w g r a v e l p a t h New c o n c r e t e w a l k 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 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 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 38-5 Open Space Lot 44 3.51 ac 10' paved multi-use path 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 pathHILLSIDE @ 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 417.6 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 401.420-1 20-2 20-3 20-4 Lot 20 2.13 ac New 8" PVC Sewer s=0.01 PCG 420.0 8' paved multi-use path Inv. out 397.13 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 PCG 410.7 PCG 410.7 PC G 4 1 0 . 2 31-1 31-2 Lot 31 2.38 acPCG 404.524-1 24-2 New Hydrant assembly PCG 384.8 PCG 384.0 G1 G2 31-19 31-20 31-21 31-22 31-23 31-24 New 8" P V C Se wer s=0.0075PCG 386.9PCG 387.8PCG 3 87.1 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 31 Duplexes (O'Brien Farm Road LOT 32 SINGLE FAMILY (Old Farm Road) 35-1 35-2 PCG 426.236-3 36-4 36-5 G5 G4 G3 Lot 36 0.66 ac PCG 426.3 PCG 426.4 PCG 426.4 Lot 32 4.80 ac 32-20 32-21 32-22 PCG 407.0 PCG 406.4 PCG 405 . 9 38-3 Lot 38 1.55 ac PCG 399.4 10' paved multi-use path 35-17 35-18PCG 425.9PCG 425.034-1 34-3 34-2PCG 423.8PCG 422.2concrete LOT 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 Development  Building Height Worksheet 10/25/2022 Building # Condition NE Elev. NW Elev. SE Elev. SW Elev. Finish Floor  Elev. Height from  Finish Floor    to Roof  Midpoint Roof  Midpoint  Elev. Average Pre‐ Construction  Grade Building Height  From  Preconstruction  Grade Building Height with 1'  Contingency for Error 16‐1 Existing  ground 415.1 414.9 415.6 415.6 Finish grade 420.3 416.5 419.5 417.5 16‐2 Existing  ground 414.3 414.4 414.1 414.7 Finish grade 420 415 419.5 416 16‐3 Existing  ground 414.5 414.4 414.1 414.3 Finish grade 420.3 415 419.3 415 16‐4 Existing  ground 412.6 413.1 414.4 414.3 Finish grade 418.5 415 418.3 415 16‐5 Existing  ground 413.2 412 412.6 413.3 Finish grade 417.5 413.5 417.5 414 16‐6 Existing  ground 410 408.7 413.2 412 Finish grade 416.5 411 417.3 412 16‐7 Existing  ground 407.4 405.8 409.6 407.5 Finish grade 415.5 407.5 415.5 410 16‐8 Existing  ground 405.1 403.6 406.8 405.3 Finish grade 414.5 406.5 415 407 16‐9 Existing  ground 403.2 401.8 404.4 403.2 Finish grade 413 404.8 414.1 406 16‐10 Existing  ground 402.5 402 403 402 Finish grade 412.25 403.9 412.5 404.9 16‐11 Existing  ground 399.3 399.4 402.1 401.8 Finish grade 410.25 401.75 411.1 403.5 16‐12 Existing  ground 396 396.1 398.7 399 Finish grade 408.25 399.75 409.1 401 16‐13 Existing  ground 393.6 392.4 395.5 395.5 Finish grade 406.25 398 407.1 399 16‐14 Existing  ground 391.9 390.6 393.4 391.8 Finish grade 402.5 396.9 405 397.5 16‐15 Existing  ground 393 390.4 393.3 391.3 421.6 421.3 420.3 419.8 22.83 22.83 22.83 22.83 25.98 26.505 25.73 25.93 444.43 444.13 443.13 442.63 418.45 417.625 417.4 416.7 417.8 22.83 440.63 414.2 26.43 418.8 22.83 441.63 415.625 26.005 416.8 22.83 439.63 412.125 27.505 415.8 22.83 438.63 410.75 27.88 413.6 22.83 436.43 408.3875 28.0425 414.6 22.83 437.43 409.475 27.955 409.6 22.83 432.43 404.525 27.905 411.6 22.83 434.43 406.65 27.78 406.6 22.83 429.43 400.475 28.955 407.6 22.83 430.43 402.5875 27.8425 398 5 22 9375 421 4375 398 05 23 3875 26.98 27.505 26.73 26.93 27.005 27.43 28.505 28.88 28.955 29.0425 28.78 28.905 28.8425 29.955 24 3875 Finish grade 398.1 398 398.1 398 16‐16 Existing  ground 391.7 390 394 392.2 Finish grade 397.5 397.5 398 397.7 16‐17 Existing  ground 397 394.7 397.6 395.3 Finish grade 398.4 398.2 399 398.5 16‐18 Existing  ground 399.5 398.2 399.8 398.5 Finish grade 400.5 401 400.5 401 16‐19 Existing  ground 401.4 400.1 401.9 400.5 Finish grade 401.5 401 402 401 20‐1‐20‐3 Existing  ground 416.6 414.8 417 416 Finish grade 420 420 420 420.1 20‐4‐20‐6 Existing  ground 416.8 414.6 417 414.7 Finish grade 419 419.5 419.5 419.5 20‐7‐20‐9 Existing  ground 414.5 414.5 416.4 414.5 Finish grade 418 418.5 418.5 418.5 20‐10‐20‐12Existing  ground 413.3 412.4 414.8 414.4 Finish grade 417 417.5 417.3 417.1 20‐13‐20‐14Existing  ground 410 408 412.4 411.2 Finish grade 416 416.3 416.3 416.3 20‐15‐20‐17Existing  ground 409 404 409.5 406.8 Finish grade 414.3 414 414.3 414.3 20‐18‐20‐20Existing  ground 408.7 401.5 408 403.4 Finish grade 412.3 412 412.3 412 20‐21‐20‐23Existing  ground 405.5 399.5 408 401.5 Finish grade 409.3 409 409.8 409.8 20‐24‐20‐26Existing  ground 402.9 398.1 404.4 399.4 Finish grade 407 407 407 407 25.25 410.3 23.75 434.05 409.475 24.575 407.5 23.75 431.25 407 24.25 414.8 23.75 438.55 414.225 24.325 412.8 23.75 436.55 412.15 24.4 418.3 23.75 442.05 417.225 24.825 416.8 23.75 440.55 416.225 24.325 398.5 22.9375 421.4375 397.675 23.7625 398.5 22.9375 421.4375 398.05 23.3875 401.5 22.9375 424.4375 400.75 23.6875 399.5 22.9375 422.4375 398.525 23.9125 420.8 23.75 444.55 420.025 24.525 402.5 22.9375 425.4375 401.375 24.0625 419.3 23.75 443.05 418.375 24.675 420.3 23.75 444.05 419.375 24.675 24.3875 24.7625 24.9125 24.6875 25.0625 25.525 25.675 25.675 25.825 25.325 25.325 25.4 25.575 EASTVIEW Building Height Worksheet 10/25/2022 Building # Condition NE Elev. NW Elev. SE Elev. SW Elev. Finish Floor  Elev. Height from  Finish Floor  to  Roof Midpoint Roof  Midpoint  Elev. Average Pre‐ Construction  Grade Building Height From  Preconstruction  Grade Building  Height with 1'  Contingency  for Error Stories Facing a Public  Street (Waiver Needed  to Allow 3 Stories) 24‐1 Existing  ground 387.3 388.2 389.6 389.9 Finish grade 381 382 388 388 24‐2 Existing  ground 387.1 387.2 389.4 389.5 Finish grade 381 381 387 387 24‐3 Existing  ground 386.3 387 389.6 389.5 Finish grade 381 381 387 387 24‐4 Existing  ground 384.3 386 387 388.5 Finish grade 381 381 386.5 386.5 31‐1/31‐2 Existing  ground 405 403.1 407.7 405.3 Finish grade 404 403 405.5 405.3 31‐3/31‐4 Existing  ground 407.2 405.5 410.4. 408.5 Finish grade 405.75 405.75 410.25 410 31‐5/31‐6 Existing  ground 404 406.6 407.6 409.6 Finish grade 405.5 405 412.5 412.25 31‐7/31‐8 Existing  ground 396.4 399.5 403.5 406 Finish grade 405 404.5 412.5 412.5 31‐9/31‐10 Existing  ground 396.6 403.4 394.5 401.1 Finish grade 403 410.5 403 410.5 31‐11/31‐12 Existing  ground 393.2 400.2 392.6 399 Finish grade 400 408.2 400 408.2 31‐13/31‐14 Existing  ground 383 388.5 383.5 389 Finish grade 380.5 389 381 389.5 31‐15/31‐16 Existing  ground 384 390 383 389 Finish grade 381 390 381 390 31‐17/31‐18 Existing  ground 383.1 387.5 383.6 387.8 Finish grade 381 390.5 382 390.5 31‐19/31‐20 Existing  ground 384 388.4 383.6 387.8 Finish grade 382 391 383 391.5 31‐21/31‐22 Existing  ground 383.2 387.7 383 386 Finish grade 383 392.5 383 392.5 31‐23/31‐24 Existing  ground 383 386 382.6 385.5 Finish grade 382.5 392.5 382.5 391 31‐25/31‐26 Existing  ground 384.1 385.9 382.9 384.2 390.6 22.83 413.43 384.75 28.68 390.6 22.83 413.43 384 29.43 390.6 22.83 413.43 384 29.43 390.6 22.83 413.43 383.75 29.68 413.8 22.87 436.67 408.8125 27.8575 413.8 22.87 436.67 408.625 28.045 406.8 22.87 429.67 404.45 25.22 411.55 23.83 435.38 407.9375 27.4425 411.8 22.87 434.67 406.75 27.92 391.08 22.87 413.95 385.5 28.45 409.5 22.87 432.37 404.1 28.27 391.08 22.87 413.95 385 28.95 391.58 22.83 414.41 386 28.41 392.58 22.83 415.41 386.875 28.535 393.58 22.83 416.41 387.75 28.66 393.08 22.83 415.91 387.125 28.785 392 58 22 83 415 41 387 25 28 16 29.68 30.43 30.43 30.68 26.22 28.4425 28.8575 29.045 28.92 3‐stories Waiver  Requested  3‐stories Waiver  Requested  3‐stories Waiver  Requested  3‐stories Waiver  Requested  3‐stories Waiver  29.27 29.95 29.45 29.41 29.535 29.66 29.785 29 16 3‐stories Waiver  Requested  3‐stories Waiver  Requested  3‐stories Waiver  Requested  3‐stories Waiver  Requested  3‐stories Waiver  Requested  3‐stories Waiver  Requested  Finish grade 383 391.5 383 391.5 392.58 22.83 415.41 387.25 28.16 Requested 29.16 EASTVIEW Building Height Worksheet 10/25/2022 Building # Condition NE Elev. NW Elev. SE Elev. SW Elev. Finish Floor  Elev. Height from  Finish Floor  to  Roof Midpoint Roof  Midpoint  Elev. Average Pre‐ Construction  Grade Building Height  From  Preconstruction  Grade Building Height  with 1'  Contingency for  Error 32‐1 Existing  ground 415.9 416 415.9 416 Finish grade 415.5 417.2 416 417.2 32‐2 Existing  ground 415.8 416 415.9 416 Finish grade 415.75 417.5 416 417.5 32‐3 Existing  ground 415.6 416 415.9 416 Finish grade 415.5 417.25 415.5 417.25 32‐4 Existing  ground 415.3 416 415.6 416 Finish grade 415.5 417.25 415.5 417.25 32‐5 Existing  ground 415.1 415.4 415.2 415.8 Finish grade 416.3 416.3 415.75 416.5 32‐6 Existing  ground 414.4 414.5 415 415.1 Finish grade 415.5 415.75 415.5 415.75 32‐7 Existing  ground 414.2 414 414.2 414.3 Finish grade 414.8 414.2 414.8 414.2 32‐8 Existing  ground 414.1 413.6 414.1 414.1 Finish grade 414.1 414 414.1 414 32‐9 Existing  ground 414 412.7 414.1 413.8 Finish grade 412.8 412.5 412.9 412.5 32‐10 Existing  ground 414 412 414 413 Finish grade 412 411.5 412.2 412 32‐11 Existing  ground 413.1 410.8 413.7 411.9 Finish grade 411.2 410.2 411.2 411 32‐12 Existing  ground 412.7 410.4 413 411 Finish grade 410.8 410.5 410.8 410.5 32‐13 Existing  ground 412.6 410.5 412.6 410.8 Finish grade 410.8 410.5 410.8 410.5 32‐14 Existing  ground 412.3 410.5 412.7 410.8 417.83 23.167 440.997 416.475 24.522 418.08 23.167 441.247 416.6875 24.5595 417.83 23.167 440.997 416.375 24.622 417.83 23.167 440.997 416.375 24.622 416.83 23.167 439.997 416.2125 23.7845 416.33 23.167 439.497 415.625 23.872 416.68 23.167 439.847 414.5 25.347 414.6 23.167 437.767 414.05 23.717 413.4 23.167 436.567 412.675 23.892 412.58 23.167 435.747 411.925 23.822 411.7 23.167 434.867 410.9 23.967 411.33 23.167 434.497 410.65 23.847 411.3 23.167 434.467 410.65 23.817 411 23 167 434 167 410 175 23 992 25.522 25.5595 25.622 25.622 24.7845 24.872 26.347 24.717 24.892 24.822 24.967 24.847 24.817 24 992 Finish grade 410.5 409.5 410.5 410.2 32‐15 Existing  ground 412.3 413 412 413.4 Finish grade 412.3 412.8 412 412.5 32‐16 Existing  ground 410 413 408 412 Finish grade 411 411.3 411 411.3 32‐17 Existing  ground 407.4 411.7 406.7 411 Finish grade 409 409 408.2 408.5 32‐18 Existing  ground 406.4 410.8 406.2 410.5 Finish grade 408 408 407.2 407.5 32‐19 Existing  ground 406.1 410.5 406.4 410.3 Finish grade 407.2 407.8 407 407.5 32‐20 Existing  ground 406.5 410.3 406.7 410.4 Finish grade 406.8 407.3 406.5 407.3 32‐21 Existing  ground 406.5 410.5 406.7 410.4 Finish grade 406.3 406.8 406 406.5 32‐22 Existing  ground 406.3 410 405.9 409.5 Finish grade 405.7 406 405.7 406 32‐23 Existing  ground 405.7 409 404.7 408.2 Finish grade 405 405 404.2 404.5 32‐24 Existing  ground 404.2 407.6 403 406.1 Finish grade 403 403 402 402.2 32‐25 Existing  ground 402.4 405.6 399.3 404.1 Finish grade 400 400.8 400.1 400.5 411 23.167 434.167 410.175 23.992 413.3 25.33 438.63 412.4 26.23 411.8 25.33 437.13 411.15 25.98 409.5 25.33 434.83 408.675 26.155 408.3 25.33 433.63 407.375 26.255 408.5 25.33 433.83 407.675 26.155 407.8 25.33 433.13 406.975 26.155 407.3 25.33 432.63 406.4 26.23 406.7 25.33 432.03 405.85 26.18 405.5 25.33 430.83 404.675 26.155 403 25.33 428.33 402.55 25.78 401.3 25.33 426.63 400.35 26.28 27.255 27.155 27.23 27.18 27.155 26.78 27.28 24.992 27.23 26.98 27.155 27.155 EASTVIEW Building Height Worksheet 10/25/2022 Building # Condition NE Elev. NW Elev. SE Elev. SW Elev. Finish Floor  Elev. Height from  Finish Floor  to  Roof Midpoint Roof  Midpoint  Elev. Average Pre‐ Construction  Grade Building Height  From  Preconstruction  Grade Building Height  with 1'  Contingency  for Error 34‐1/34‐2 Existing  ground 422 422.8 424.5 424.4 Finish grade 422 423 425 425 34‐3/34‐4 Existing  ground 420.3 421.8 422.1 424.4 Finish grade 420.5 422 422.5 423.5 34‐5/34‐6 Existing  ground 417.1 419.8 418.5 421.2 Finish grade 418 419 420.5 421.5 34‐7 Existing  ground 414.5 416.5 414.7 417.4 Finish grade 416 417 418 417.8 34‐8 Existing  ground 411.6 413.7 412.2 413.6 Finish grade 413 414 414.5 414.8 34‐9 Existing  ground 409.4 409.1 411.2 410.8 Finish grade 411.5 411 412 411 34‐10 Existing  ground 404.2 407.6 405.9 408.6 Finish grade 407.2 408.2 408 408.5 35‐1/35‐2 Existing  ground 430.7 425.5 431.3 426 Finish grade 426 426 426 426.8 35‐3/35‐4 Existing  ground 421.1 429.8 421.8 430.6 Finish grade 423.5 424 422 424.8 35‐5/35‐6 Existing  ground 417.4 420.1 417 420.4 Finish grade 420.5 421 417 420 35‐7/35‐8 Existing  ground 414.2 416.5 411.5 415.3 Finish grade 417.5 418 412 414 35‐9/35‐10 Existing  ground 414.8 413.2 405.3 411 Finish grade 415.5 416 408 408 35‐11 Existing  ground 401.4 405.5 400.4 404.4 Finish grade 402.3 402.3 401.5 401.5 427.3 23.75 451.05 423.75 27.3 425.3 23.75 449.05 422.125 26.925 422.3 23.75 446.05 419.75 26.3 419.3 22.83 442.13 417.2 24.93 415.8 22.83 438.63 414.075 24.555 412.8 22.83 435.63 411.375 24.255 409 22.83 431.83 407.975 23.855 427.3 24.75 452.05 426.2 25.85 425.3 24.75 450.05 423.575 26.475 422.3 24.75 447.05 419.625 27.425 419.3 24.75 444.05 415.375 28.675 417.3 24.75 442.05 411.875 30.175 402.8 25.33 428.13 401.9 26.23 28.3 27.925 27.3 25.93 25.555 25.255 24.855 26.85 27.475 28.425 29.675 31.175 27.23 35‐12 Existing  ground 406.4 408.9 405.1 407.8 Finish grade 403.5 404 403.5 404.3 35‐13 Existing  ground 409.9 412.1 408.7 411.1 Finish grade 408 409 408 409 35‐14 Existing  ground 412.8 415.9 412.5 415.5 Finish grade 414 414.5 413.5 414.3 35‐15 Existing  ground 416.7 420.2 416.4 419.3 Finish grade 418 419.4 418 419 35‐16 Existing  ground 421.5 425 420.5 426.4 Finish grade 423 423.5 422.5 423.3 35‐17 Existing  ground 427.4 430 428.2 430.2 Finish grade 425 425.3 424.5 425 35‐18 Existing  ground 430.7 426.5 431.5 426.4 Finish grade 426 426 425.5 426 404.8 25.33 430.13 403.825 26.305 409.4 25.33 434.73 408.5 26.23 414.8 25.33 440.13 414.075 26.055 419.4 25.33 444.73 418.6 26.13 423.8 25.33 449.13 423.075 26.055 425.8 25.33 451.13 424.95 26.18 426.8 25.33 452.13 425.875 26.255 27.18 27.255 27.305 27.23 27.055 27.13 27.055 EASTVIEW Building Height Worksheet 10/25/2022 Building # Condition NE Elev. NW Elev. SE Elev. SW Elev. Finish Floor  Elev. Height from  Finish Floor  to  Roof Midpoint Roof  Midpoint  Elev. Average Pre‐ Construction  Grade Building Height  From  Preconstruction  Grade Building Height  with 1'  Contingency  for Error 36‐1 Existing  ground 429.9 427.7 430.4 427 Finish grade 424 424.4 425 425 36‐2 Existing  ground 430.5 426 430.2 423.4 Finish grade 425.4 425.4 426 425.4 36‐3 Existing  ground 430.4 422.9 429.3 422.2 Finish grade 426.4 425.8 426.4 426.4 36‐4 Existing  ground 428.9 421.7 427.3 421.7 Finish grade 426.4 426.4 426.4 426.4 36‐5 Existing  ground 426.8 422 425.3 420.2 Finish grade 426.4 426.4 426.4 426.4 37‐1 Existing  ground 417.2 421.7 417.8 422.6 Finish grade 419.5 420.3 419 420 37‐2 Existing  ground 413.3 415.9 414.5 416.6 Finish grade 415.5 416.3 415.5 416 37‐3 Existing  ground 409.4 412.3 410.5 413.1 Finish grade 411.5 412.3 411.5 412 37‐4 Existing  ground 405.5 408.4 406.6 409.2 Finish grade 407.5 408.3 407.5 408 37‐5 Existing  ground 402.7 404.6 403.1 405.3 Finish grade 403.5 404.3 403.5 404 37‐6 Existing  ground 399 402.2 398.1 401.6 Finish grade 401.5 401.5 400 401 38‐1 Existing  ground 389.8 396.5 390.7 397.7 Finish grade 402 409 403 410.8 38‐2 Existing  ground 389 396.3 389.5 394.5 Finish grade 402 409.5 401.2 409.5 425 23.9375 448.9375 424.6 24.3375 427 23.9375 450.9375 426.25 24.6875 426 23.9375 449.9375 425.55 24.3875 427 23.9375 450.9375 426.4 24.5375 427 23.9375 450.9375 426.4 24.5375 416.8 22.83 439.63 415.825 23.805 420.8 22.83 443.63 419.7 23.93 408.8 22.83 431.63 407.825 23.805 412.8 22.83 435.63 411.825 23.805 402.8 22.83 425.63 401 24.63 404.8 22.83 427.63 403.825 23.805 410.8 26.75 437.55 405.55 32 412.1 26.75 438.85 406.2 32.65 25.3375 25.3875 25.6875 25.5375 25.5375 24.93 24.805 24.805 24.805 24.805 25.63 33.65 33 38‐3 Existing  ground 389 393.7 389.1 393.9 Finish grade 396 404 394.7 403 38‐4 Existing  ground 389 394.3 389.2 393.8 Finish grade 392 400.5 391.7 400 38‐5 Existing  ground 389 393 388 392 Finish grade 390 398 389.7 397 39‐1 Existing  ground 394.3 400.3 394.5 400 Finish grade 398 406.5 397.7 406 39‐2 Existing  ground 395 400.7 395 400.9 Finish grade 397 405 396.7 405 39‐3 Existing  ground 393.5 400.7 390.3 397 Finish grade 396 404 395.2 403.5 39‐4 Existing  ground 388.5 395 385 391 Finish grade 391 400 390.2 398.5 39‐5 Existing  ground 382 388.8 380.3 386.4 Finish grade 388 396.5 387.2 395.5 39‐6 Existing  ground 382 388 384.6 389.6 Finish grade 388 395.5 388.5 396 39‐7 Existing  ground 384.2 389.8 386.5 392.7 Finish grade 398 396.5 389 397.2 39‐8 Existing  ground 389.5 393.4 390.7 394.6 Finish grade 390 398 391 398.5 39‐9 Existing  ground 391 394.6 390.4 397 Finish grade 392 400 392 400.5 39‐10 Existing  ground 389.4 395 389.4 398.3 Finish grade 393 401 395 402 39‐11 Existing  ground 394 398.8 393 397.8 Finish grade 396 403 396 405 401.3 26.75 428.05 396.05 32 404.3 26.75 431.05 399.425 31.625 407.3 26.75 434.05 402.05 32 399.3 26.75 426.05 393.675 32.375 404.8 26.75 431.55 399.675 31.875 406.3 26.75 433.05 400.925 32.125 396.8 26.75 423.55 391.8 31.75 399.8 26.75 426.55 394.925 31.625 397.8 26.75 424.55 395.175 29.375 397.3 26.75 424.05 392 32.05 401.3 26.75 428.05 396.125 31.925 399.3 26.75 426.05 394.375 31.675 405.5 26.75 432.25 400 32.25 403.3 26.75 430.05 397.75 32.3 32.625 33 33.375 33 33.125 32.875 32.625 32.75 33.05 30.375 32.675 32.925 33.3 33.25    VIA ELECTRONIC MAIL    October 25, 2022      South Burlington Development Review Board  C/O Ms. Marla Keene, Development Review Planner   City of South Burlington  180 Market Street  South Burlington, VT 05403    Re:   O’Brien Eastview Planned Unit Development Final Plat Public Hearing, November 16, 2022    Dear Board Members:       On April 14, 2022, we submitted our Application for Final Plat for the O’Brien Eastview project  (the “Project”).  The Project had its first Public Hearing (the “Public Hearing”) on July 19, 2022.  In  advance of that public hearing, the Applicant (O’Brien Eastview LLC), received a staff report dated July  13, 2022 (the “Staff Report”). The Project had its second hearing on September 7, 2022, (“Public Hearing  2”), and received a staff report dated September 7, 2022 (“Staff Report 2”), the Project had its third  public hearing (“Public Hearing 3”) on October 6, 2022, and received a staff report dated October 6,  2022 (“Staff Report 3”).  The subsequent information is provided to summarize the feedback received  both at the public hearings and in staff reports, and the changes made to the Project plans in response  to that feedback. For the sake of time, we have only discussed changes where further information is  needed for the Board.  Simple plan changes and edits were made without further discussion.    Enclosed with this letter is a fully updated set of Project plans, which we hope are inclusive of all  changes requested.  Also enclosed are additional exhibits noted below. Any exhibit provided that has  the same Exhibit number as the original application, is provided to supersede the previous exhibit.  New  Exhibits are provided with new distinct numbers. In some instances, plan sheets have been given a four‐ digit exhibit number, 132.1, to allow the files to sit logically in the plan set in sequence within the  Exhibits.  A complete Exhibit Table of Contents is also provided for ease of reference.      The Staff Reports and hearings are addressed in order below.  We have addressed only those  items where more information was needed.  The red text is an exact excerpt from the Staff Report.  Blue  text are comments from City agencies provided in the Staff Report.  Black italic text are quotes from the  staff report where no number or color highlight was provided.     1. Public Hearing and Staff Report: Below please find relevant excerpts and responses from  the Public Hearing.    2. Staff recommends the Board discuss with the applicant what improvements they are proposing to  replace the previously included path, which is a founding supposition of the “VT 116 / Kimball  2   Avenue / Tilley Drive Area Land Use & Transportation Plan” upon which the applicant’s traffic study  was based. Staff reminds the Board that they are currently reviewing an application from UVMMC  for development of the parcel to the south.     The Applicant has updated the project plans with a new alignment of the recreation path  connection to the Tilly Drive office park.   The path has shifted west and now aligns with the current  development of UVM Medical Center on the adjacent parcel.  The Applicant has worked with UVM to  ensure the remainder of the connection is included in their project, and we believe this item to be fully  resolved.     5. Staff supports this comment and recommends the Board require the applicant to modify the design  of the sidewalk to address it.  The recommended modifications will be within the City ROW.     This comment relates to the sidewalk connection between the Project and Hinesburg Road.  The  Applicant met with DPW and discussed this connection.  A mutually agreeable solution was discussed,  and the Project plans now reflect that solution.  We believe this sidewalk design issue to be complete.       In addition to the sidewalk design, the Department of Public Works provided a long list of  additional items for review, which was included in this Staff Report, an extensive list of stormwater  specific comments was provided.  We have endeavored to address each of these items in the updated  submission.  We have worked directly with the DPW stormwater team and responded to all comments  with needed changes.  Below a list of items that are not fully addressed and corrected in the current  plans are discussed briefly.  We will plan to review these items at our in‐person meeting with DPW on  Wednesday, October 26th.      Please calculate signal warrants for residential and partial‐build at proposed signals at  Kimball Ave/Old Farm Rd and Kimball Ave/Potash Rd to determine approximately when  signal will be required.    In response to this question, Roger Dickenson provided the following supplemental information.     For this Project, our initial projections of the future traffic generation and directional  distributions of Eastview’s initial residential development phase indicates that the Kimball Ave/Old Farm  Rd intersection will continue to experience acceptable levels of service and that a traffic signal will not  be warranted at that intersection by this initial phase.    Instead, the installation of traffic signals at these two intersections will be triggered by the  traffic volumes generated by Eastview’s proposed commercial uses after the initial residential  construction phase has been completed.  Further affecting this will be the opening of a Potash Rd / Tilley  Dr connection.  Such a connection will increase traffic exiting Potash Rd at Kimball, with a similar  reduction exiting Old Farm Rd at Kimball.     With the above in mind, the two MUTCD warrants for signalization which are applicable here  are Warrant 2 – Four‐Hour Vehicular Volume and Warrant 3 – Peak Hour.  With the speed limit on  Kimball Ave being 40 mph, the 70% Factor will apply.  Both of these warrants are solved graphically  using the following figures from the MUTCD:  3         4   Given existing peak traffic volumes on Kimball Ave, both of the above warrants will be likely  examined using the side street volume minimum thresholds on the right side of each figure (the “flat‐ line” portion).    It is difficult, if not impossible, to predict at this time with any reasonable degree of certainty  when one or both of the above warrants will be satisfied.  Instead, the best approach will be to monitor  future traffic conditions by performing periodic turning movement counts at each intersection as  development of Eastview progresses, and more accurate estimates of the trip generation and directional  distributions of specific proposed commercial use(s) can be made based on observed traffic patterns.      Confirm lengths of left turn lanes are sufficient for peak hour traffic at Kimball Ave/Old Farm  Rd and Kimball Ave/Potash Rd.     Old Farm Rd 95% Q    2032 AM Partial Build without Tilley Dr connection – EB LT = 14’, WB LT = 46’  2032 AM Partial Build with Tilley Dr connection – EB LT = 17’, WB LT = 18’  2032 PM Partial Build without Tilley Dr connection – EB LT = 2’, WB LT = 65’  2032 PM Partial Build with Tilley Dr connection – EB LT = 4’, WB LT = 36’    Potash Rd 95% Q    2032 AM Partial Build without Tilley Dr connection – WB LT = 15’  2032 AM Partial Build with Tilley Dr connection – WB LT = 23’  2032 PM Partial Build without Tilley Dr connection – WB LT = 27’  2032 PM Partial Build with Tilley Dr connection – WB LT = 44’    In last Thursday’s virtual meeting with Erica Quallen, Erica asked if the lengths of the new left‐ turn lanes on Kimball Ave could be reduced.  DPW prefers that they not be overdesigned.  Based on the  above 95% Q lengths we can reduce the westbound left‐turn lanes at both intersections to be 75 ft long,  which is the typically accepted minimum length and we will adjust the project plans accordingly.     The southern corner requires two pedestal poles for ADA compliance: one in the existing  location for the Old Farm Road crossing and an additional one for the eastbound Kimball  Ave crossing. Perhaps cantilever pole #3 could be relocated and pushbutton and pedestrian  signal head could be mounted on that pole.      There is a CWD water main in very close proximity to the suggested location for pole #3.  There  is no good location in this corner to move either the pedestal pole or cantilever pole #3 without  impacting the water main.  This is one of those situations where you do the best you can; the MUTCD  language uses “should” instead of “shall” when outlining the guidelines for push button locations.      Flashing Don’t Walk across Kimball Ave must be at least 11 seconds.     The 10 sec. FDW time is based on Kimball Ave’s 32’ road width and the MUTCD required 3.5 fps  walking speed.  There is also a buffer interval (3 sec. min per MUTCD) of Steady Don’t Walk following the  FDW before conflicting traffic is released.  The pedestrian flashing don’t walk times have been further  5   modified to add the buffer interval (steady don’t walk) per the MUTCD.  The total crossing time is the  sum of the flashing don’t walk and the buffer interval times, again per the MUTCD.     Flashing Don’t Walk across Potash Road must be at least 13 seconds.     This was increased to 11 sec. (38’/3.5 fps).  There is also a buffer interval (3 sec. min per  MUTCD) of Steady Don’t Walk following the FDW before conflicting traffic is released.     Language contained in the “triggers” section of the column should be reviewed for clarity. In  some cases, the language is imprecise (e.g. “any time prior to or after completion of..”, see  phases 5 and 6) and does not appear to place any restrictions, or provide clarity, regarding  when work will take place.      This was discussed with the Board at the Hearing.  I believe the conclusion was that the Board  was ok with this language, or would suggest an alternative as a condition of approval.       Mast arms should be of standard length and be rounded to the nearest 5’    This was discussed and I believe is ok as‐is.       Narrative describes no signal at O’Brien Farm Rd and Old Farm Rd being warranted or shown  in the plans (page3) but Exhibit 111 shows incomplete signal plans for this intersection.    The Preliminary Plat specifically required that we demonstrate in our plans a signal could be  installed at this intersection.  We are not proposing a signal, merely demonstrating one can fit, therefore  we believe no action is needed for this comment.      There appears to be a drainage line along the frontage of lots 26‐29. Confirm that this line is  to remain privately owned?    This can remain privately owned.      The 10’ paved multi‐use path stops near wetland #7. The applicant should continue this path  to the east until it reaches the end of the property along Kimball Avenue.      The location and termination of this path was planned and discussed at Preliminary Plat.   Extending the path further will require fill, potential retaining walls and significant wetland and stream  buffer impacts.  Given that the path will not connect to anything, if extended to the property line, it is  not feasible to expect a wetland and stream buffer impact permit will be granted, nor would it be  advisable to have such an impact without ultimately creating a full connection.  This path extension is on  the radar of the South Burlington Bike and Pedestrian Committee as a City project, which we discussed  with them in reviewing our proposal.  For the reasons noted, this path has not been extended.     8. Since the homes will be of a different style and set apart from the road, Staff considers this  configuration will detract from their being integrated into the neighborhood.  Staff supports these  homes as cottages if possible as a way of integrating a variety of home styles into the development,  6   but recommends the Board discuss whether there is a way to construct homes in this location with a  less jarring transition than a retaining wall.      No change has been made for this item as we believe it was discussed and concluded to be  acceptable as‐is.     9. Staff recommends the Board ask the applicant to make a presentation on the area of lot coverage  that makes up proposed public roadways and pedestrian infrastructure within the rights of way, and  what percentage of the overall coverage in the R1‐PRD those elements represent, and recommends  the Board consider whether to allow the applicant to discount some fraction of the public roadways  from the computation of lot coverage in exchange for implementing the requests of the Board in  terms of sidewalk and rec path connectivity.     The Applicant has updated the lot coverage table at Exhibit 005 to include a reduction in  coverage of 56,213 square feet, as discussed with the Board at the public hearings.      11. Staff recommends the Board give the applicant the opportunity to put forth an alternative proposal  that achieves the same objective of providing certainty that infrastructure will be completed in a  timely manner relative to construction of the majority of homes.  If no such alternative exists, Staff  considers there has been no change in circumstances which would warrant modification of this  requirement.      The Applicant and the Board discussed phasing at length.  The feedback of the Staff Report and  the Board at the Public Hearing has been addressed in an updated phasing plan, attached as Exhibit 123.  We believe that the plan as presented here provides for all of the requests of the Board as discussed at  the Public Hearing.    2. Public Hearing 2 and Staff Report 2: Below please find relevant excerpts and responses  from the Public Hearing 2.    3. Staff recommends the Board accept the applicant’s proposal for removing a portion of the ROW lot  coverage from the computation of lot coverage within the R1‐PRD zoning district.  4. Staff further recommends the Board ask the applicant to develop a proposal for how to administer  minor home expansions in the future given the maximum allowable lot coverage and the eventual  private ownership of lots or footprint lots.      The Board and the Applicant discussed the administration of excess coverage for some time at  Public Hearing 2.  In the end, it was noted that because the neighborhood is planned in such a way as  the homes are fairly close to each other, and the opportunity for expansion of the homes is fairly  minimal, that the opportunity for a few homes to use all of the excess coverage was not likely.  As noted  at Exhibit 005, the Applicant has around 45,000 square feet of excess coverage, which equates to  roughly 290 square feet per unit.  This would be the equivalent of a 17’x17’ addition.  The physical ability  to fit an addition or patio of this size would be limited to only a few homes in the development.  And  given this, it seems unlikely that all of the footage would be used up by a few.        Because the neighborhood is not yet built, we actually do not even know the coverage that will  exist at completion, as which home plans are chosen will result in lowering the overall coverage number,  which is currently based on only the largest footprint on each lot.  There is no doubt smaller homes will  7   be purchased, which will reduce the coverage and increase the excess available to the neighborhood in  the future.        The Applicant would propose that the administration of excess lot coverage to ensure equitable  distribution be left to the Homeowners Association to decide using its rules and approval powers.  We  believe that the owners themselves will be in the best position to adjudicate and approve any future  expansion and use of the coverage available, and to track that coverage as required for submission of  City permit documents.  We do not believe any additional information is needed at this time, and that  the HOA documents clearly set in place the requisite approval process for this to be the duty of the HOA.    5. Homes 24‐1 through 24‐2 appear to be proposed to be served by detached garages separated from  the building by less than 5‐feet.  Staff recommends the Board ask the applicant to describe the  design objective in creating a small space between the homes and the garages.        The updated plans have increased this distance to 10’ and we believe this issue is resolved.    14. The applicant has reduced the number of homes from six to five, and has arranged the homes more  consistently.  However, the central organizing feature appears to be a utility cabinet.  Staff  recommends the Board direct the applicant to relocate the utility cabinet to another location so that  and demonstrate that how they are refining the design to provide a thoughtfully designed central  common space.  One improvement should include looping the sidewalk in front of the units.      The Applicant has relocated the utility box as requested and redesigned the landscape around a half‐ circle walkway to address this issue.  This is shown in the updated plan sets attached.    17. Staff recommends the Board discuss the applicant whether there should be temporary overflow dog  park parking available in the C1‐LR district, as overflow from the dog park will likely occur in that  area once it is constructed.        The Applicant is open to this addition of temporary gravel parking for use of folks visiting the  dog park prior to the full build out of the C1‐LR.  The timing of the dog park is linked in the phasing plan  to development of the C1‐LR.  The Applicant would suggest that provision of this temporary parking be  administered via subsequent hearings for the development in the C1‐LR that will trigger the dog park  construction.   Given that we do not know what development or where in the C1‐LR that development  will be (which triggers the dog park), it did not make sense to modify the plans at this point to show a  parking area that may well be exactly where the first C1‐LR project wants to be located.    18. Staff recommends the Board invite the applicant to present the concept for the C1‐LR, including how  it is to be used (ie what aspects of it can be considered a proposal and what aspects are a concept),  how it addresses the preliminary plat conditions, and whether the proposed subdivision plan  presented on sheets PL‐1 and PL‐2 will need to be changed (and if so, when the Board can expect  receiving that proposal).    19. Staff recommends the Board discuss whether they consider the concept to have achieved the  conditions of preliminary plat, and if so, what about the concept they find to have been successful.   Staff will take those elements and ensure they are incorporated into the final plat decision.    8     The Applicant presented an updated concept layout for the C1‐LR portion of the Project at  Public Hearing 2.  This presentation was well received by the Board, and it was indicated that the  Applicant should proceed with adjusting the Project plans to fit this concept.  As noted in the staff  comment above, this included changing the Plat Plans to create lots that align with the conceptual  buildings shown in the C1‐LR.  Enclosed you will find those updated plat plans.  The number of lots  increased, as the concept plan shows more, smaller buildings than past concepts.  Also provided here  are the materials presented to the Board at Public Hearing 2.  Specifically, the C1‐LR concepts and  presentation, provided at Exhibit 015, and 016 through 016.2.     21. It does not appear the applicant has made such a proposal.  Staff recommends the Board require the  applicant to propose a maximum primary frontage (as described above, the central organizing  element, Old Farm Road, and O’Brien Farm Road) that can be parking.   If the Board accepts this  proposal, the non‐primary frontage could be fully parked, provided it complies with #5 below.        Exhibit 016.1 provides a parking vs. building footage/distance on each face of each block of the  C1‐LR.  The Project design review standards recommended and reviewed by the Board include a  requirement pertaining to this issue.  In the context of the C1‐LR, the Applicant presented, and the  Board preliminarily agreed with the use of the following criteria in review of future C1‐LR applications  pursuant to the framework set in place in this PUD and the Design Guide provided. The last standard  pertains to the amount of parking allowed on each block.  Those standards are as follows:    i. The Project provides a central pedestrian‐oriented streetscape to foster community and  create a sense of place within the C1‐LR development area. Design elements to be of a  similar aesthetic as outlined at Exhibit 015.   ii. The Project features a central design element (plaza) as a gathering space, designed in  the spirit of images provided at Exhibit 015.  iii. The Project focuses services, retail and commercial development on the northern block,  and residential, senior housing and hospitality development on the southern blocks in  large part, with limited exceptions.   iv. The Project provides a residential transition between the R1 and C1‐LR lands that  creates a desirable transition for the Eastview neighborhood.  v. The Project landscape and building architecture provide an urban, pedestrian‐oriented  design aesthetic in accordance with character imagery submitted at Exhibit 015 and  Exhibit 016.  vi. Streetscape elements include a variety of different materials, brick, colored concrete,  asphalt paving, granite curbing, designed to create a sense of place with examples  illustrated at Exhibit 015 and 016.     vii. The Project will create landscape and hardscape connections to Kennedy Drive,  fostering a pedestrian connection with the existing neighborhoods to the north and  west.   viii. Project parking adjacent to Kennedy Drive will be heavily screened with dense plantings.   ix. The Project building and parking frontage deviates by no more the 25% from the  conceptual distances provided on any given side/street frontage at Exhibit 016.1.     22. Relatedly, the applicant has added a section of the design guide that references stories above  parking which Staff does not understand (middle of the second page of the design guide).  Staff  recommends the Board direct the applicant to remove this section of the design guide.    9     We have changed the language here to clarify what is being noted, which is to require a set back  for any fifth story.  The reason it says “stories above parking,” is to ensure that the intention of this  section is clear.  The number of stories will be dependent on the calculation of average grade, as to  whether the basement or parking garage level is technically a “story,” under the City’s regulations.  The  Applicant wants to make clear that its intention is any building with five stories over parking, would  require the fifth story to be stepped back.  Buildings with four stories over parking (which may be  considered five stories under the regulations), would not require that step‐back.     24. Staff recommends the Board, if the applicant has not already discussed it in their general  presentation on the C1‐LR, ask the applicant to discuss their proposal and the alternative proposals  they considered.  After hearing the applicant’s presentation, Staff recommends the Board consider a  finding that given the topography of the site, the applicant may locate parking between the building  and the street if the parking is at least 20‐ft higher than the adjoining road surface and generally  level of the finish floor elevation of the adjoining buildings (with allowances for grading for drainage)  under LDR 14.06B(2)(c):    Where more than one building exists or is proposed on a lot, the total width of all parking  areas located to the side of the building(s) at the building line shall not exceed one half the  width of all building(s) located at the building.    25. Staff considers it to be within the Board’s authority to apply this standard to a block for a PUD rather  than a lot‐by‐lot basis.  Staff notes that under the now‐current LDR, this standard is changed to  require the total width of parking to be no greater than the total width of buildings and civic spaces  (increased from one half).        We appreciate the Board’s preliminary finding and discussion during our hearings and we agree  that reviewing the parking to the rear and sides of buildings based on the larger PUD is the correct path  forward, and is the benefit of a planned unit development that takes a wholistic look at a development  parcel. This is accurate to the intention of the PUD regulations, and as we discussed at Public Hearing 2,  it provides for a much better design of this area.  The Applicant would appreciate if the Board’s findings  here can make clear that for future applications, the parking will be reviewed under the current LDR  standard for building width.  To the degree possible, it would be good if the current standard/test of the  current regulations can be the finding put in place for all applications within this PUD, to ensure future  changes to that language do not prevent the PUD from being built as now contemplated and  conceptually approved.    26. The applicant is requesting this finding be removed because they consider the high‐quality street  presence to be ensured by other findings.  Staff would support the applicant’s request if a build‐to‐ zone is included as described above, and recommends the Board discuss.    The Applicant believes the conceptual layout as shown to be buildable.  To satisfy this concern of Staff,  the Applicant would suggest adding a tenth criterion to the above list for future review, pertaining to  build‐to‐line.  It would be good if future discussions around this issue could be context sensitive, grading  or other factors could impact what is feasible.  Perhaps the building need not be so close, but a porch or  plaza could be.  The Applicant would recommend language such as: “The Project is in keeping with the  setbacks and build to lines shown in the conceptual layout, with reasonable exceptions for building  design and site grading.”      10   28. This condition has not been incorporated.  Staff recommends the Board require the applicant to  comply with the condition of preliminary plat.      The design guide has been amended.  An asterisk is added to this item explaining a 5’  uninterrupted sidewalk must be provided.  See the updated design guide at Exhibit 018.  3. Public Hearing 3 and Staff Report 3: Below please find relevant excerpts and responses  from the Public Hearing 3.    1. Staff recommends the Board discuss whether they will allow certain buildings to be one story or to  have the appearance of two stories.  Staff considers the Board may choose to limit such an allowance  to buildings under a certain footprint, or buildings on the interior of the C1‐LR district without  frontage on Kennedy, Kimball, Old Farm or O’Brien Farm Road.      The Applicant discussed this with the Board at Public Hearing 3.  The Applicant has amended the  design guide in line with this conversation to include exceptions to the 2‐story height minimum for the  two lots where all agreed a one‐story building was acceptable.  The updated design guide is attached at  Exhibit 018.  The lots discussed where a one‐story building would be acceptable are Lot 17 and Lot 26  due to their location set well above adjacent roads, and their orientation toward the center of the  Project.    Due to designation of Lot 4 as a sensitive archaeological resource area, the applicant has  removed proposed development from this lot.  They have indicated in their narrative that they  have provided an easement, but no such easement is shown on the provided plat plans.  Staff  recommends the Board direct the applicant to provide a 20‐ft easement in the location of the  future trail as shown on the City’s official map.  Staff considers since no development is  proposed, a simple easement is sufficient.      The Applicant has updated the Plat plans to include this easement as requested.  Please review  and advise with any issues.     The telecom cabinet on Lot 42 conflicts with the proposed driveway.  Staff recommends the  Board require the applicant to relocate the cabinet outside the right of way as a condition of  approval.      This is addressed in the updated plan set, and no condition of approval is needed.  Please review  and advise with any questions.    2. The applicant has provided a plan demonstrating their proposal.  Staff considers the larger spacing  should still result in the feeling of a treed street when trees reach maturity, perhaps to include larger  trees or more varied, rather than simply taking the same trees and spacing them farther apart.  Staff  recommends the Board review the alternative tree spacing plan and determine whether to accept it.    As discussed at the hearing, the Applicant adjusted the street tree spacing in the plans to be an  average of 40’.  The updated plans are included with this submission.  The landscaping budget originally  submitted at Exhibit 042, contained two different line items for street trees, one with spacing at 30’ and  another with spacing at 40’.  Given this, no update to the estimated landscape cost is required and  Exhibit 042 remains accurate.     11   3. At the dog park amenity, the area where landscaping would be located is not yet programmed (will  be the perimeter of the C1‐LR zoning district).  Staff recommends the Board determine whether to  require additional landscaping at the dog park parking area.     The Board indicated this area was fine as‐is.  Given this no additional landscaping has been  added to the Project plans at this location.    4. In the barn area parking, no curbing is proposed, and the sidewalk is proposed to be differentiated  from the parking by using different colored gravel.  Curbing is recommended for protection of both  landscaping and pedestrians.  Staff considers a softer option, such as curb stops or bollards, could be  effective and recommends the Board direct the applicant to propose a solution.     The Applicant has added concrete sidewalks to the barn parking area as discussed at the  hearing.  While the Applicant preferred a flush sidewalk and parking area, a curb has been added in this  location at the request of the Board.  Project plans have been updated and are attached.     5. Staff instead recommends the Board provide a waiver within the residential area of the front setback  requirement to 10‐ft, with open porches or decks less than 12‐ft in depth allowed to encroach into  the front setback up to 5‐ft.  Staff recommends a waiver within the residential area of side and rear  setbacks to 5‐ft.  Staff also recommends the Board include a condition that for street‐facing garages  there be enough room between the face of the garage and the sidewalk to park a full size car  without overhanging the sidewalk, or that there be clearly not enough room (ie a car would be in the  street).     The Applicant has reviewed the plans to determine if this condition will allow for all the homes  to be built as planned within the PUD.  We understand the intention of the Board and staff to be a  specific condition and waiver that allows the plans to be built as contemplated.  We believe that this  finding works, with a couple of exceptions.  Specifically, we need to clarify that for the homes fronting  on Old Farm Road and Leo Lane, they have two fronts, such that the setback on Old Farm and Leo Lane,  is 5’ to the porches/decks.  We also need a specific exception for Lot 20‐3, 20‐4, 20‐6, 20‐21, 20‐23, 20‐ 24 and 20‐26, to be allowed a 5’ setback to the building itself as depending on what unit is built in this  location it may not meet the test of this finding.  Lastly, we would suggest that a depth of 20’ be  provided between the garage door and the nearest travelled way, be it a roadway, sidewalk or rec‐path,  which is a distance sufficient to park one car.    Porches:  The applicant requests that all single family, duplex and three family homes may  convert their porches to covered porches with only the issuance of a zoning permit.  Porches  are generally considered to be covered and constitute building footprint, while decks are  uncovered and do not count as building footprint, though they do count as lot coverage.  The  Board directed the applicant to clarify this request at final plat.  The applicant has provided  the following statement.     The Applicant understands the Board and Staff to be saying that the conversion of a back deck  to be a covered deck, screened in deck, or three season deck, requires only a zoning permit, and will be  allowed at the time of issuance of a zoning permit, with no amendment to the PUD.  If this is the case,  we do not require any waivers.  Please also confirm that the front porches may be screened in, without  amendment to the PUD, with issuance of a zoning permit.      12   7. Staff recommends the Board discuss and provide DPW an opportunity to consider and provide  feedback on any proposal.        Further to the direction of the Board, the Applicant has met with DPW to understand the  concerns related to timing of the installation of dedicated left turn lanes on Kimball Avenue.  We  now understand that a primary concern is that the re‐stripping of the roadway to add a turn lane in  the existing width, will necessarily limit/remove bike lanes in place.  The removal of these bike lanes  should not happen prior to the installation of the new off‐road bike connection and rec path  planned by the Project.  However, that improvement is tied to later phases of the Project that may  not happen for some time.  Given this concern, the Applicant will not include the restriping of  Kimball Ave in its planned relocation of Old Farm Road.  That re‐stripping will be performed when  warranted, and likely simultaneous with the signalization of the intersection.           The Applicant does not believe any reservation of funds to be necessary, as future  development will simply require the installation and be conditioned upon it.  Just as is the case at  the Existing Hillside phase.  The Project is already burdened with significant and complex permitting  requirements and bonding requirements, and further layers of regulation here seem to have  relatively limited impact, with potential for significant delay, and added difficulty in administration  for all parties.  The reality is that the Applicant will not be able to build development that will  require these improvements if a bond is not put in place to guarantee them prior to starting work.      9. At preliminary plat, the Board found that the applicant must enumerate permanent and temporary  wetland and wetland buffer impacts as part of the final plat application package.  No numerical  assessment of impacts has been provided.  Staff recommends the Board require the applicant to  provide areas in square feet of permanent and temporary wetland and wetland buffer impacts.      Please see Exhibit 215, Wetland Disturbance Summary for the information requested here and  advise with any questions.    Staff recommends the Board retain the following two preliminary plat findings as conditions  of final plat approval.     There shall be a maximum of one curb cut on each side of Old Farm Road between  Kimball Ave and O’Brien Farm Road.      As mentioned at Public Hearing 3, the conceptual layout for the C1‐LR which was reviewed at  Public Hearing 2, and which is being permitted in this PUD, contains two curb cuts on the eastern side of  Old Farm Road, between Kimball Avenue and O’Brien Farm Road extension.  We would request this  condition be adapted to account for that.     The proposed cul‐de‐sac has three driveways which are proposed to be located off of it.  Staff  recommends the Board require the applicant to orient the driveways perpendicular to the arc  of the cul‐de‐sac and not perpendicular to the centerline of the street.  This may require  adjustment of the angle of the homes as well.  Further, the cul‐de‐sac should be signed for No  Parking as it is designed to be the minimum size necessary for vehicular circulation.  The Applicant was not able to modify these driveways.      We would like to discuss these concerns with DPW and determine how best to address the issue  13   and hope that this can be addressed as a condition of approval for this phase in the future.     Commercial roads are required by 15.12D(2) to be built to public roadway standards and be  dedicated to the City as a public roadway.  LDR 14.06 requires parking to be located to the  rear or side of the building relative to the public street.  The applicant is concerned that by  offering a ROW, they will be required to locate parking to the rear or side relative to the ROW.   Staff recommends the Board require the road to be built to public roadway standards but  include a condition that the road is not intended to remain a private road, as allowed under  15.12D(3)(a): The DRB may it is discretion approve a roadway to be private if the proposed  roadway functions as a private service or access road within a commercial subdivision or PUD).     Based on our conversation at Public Hearing 3, I believe that the yellow highlighted text above  may be an error, and intended to read: “The road IS intended.” We agree that the road should remain  private and we are happy to accept this condition, unless the text above is not a typo, in which case we  would want to discuss this further with the Board.     Heights    151 homes are proposed in the R1‐PRD, and 4 homes are proposed in the C1‐LR.  Heights in both  zoning districts are limited to 28‐ft for a pitched roof.  Height waivers for the C1‐LR district are  discussed above and will be incorporated into this section of the final plat decision.  The provided  homes appear able to accommodate the required maximum height, taking into consideration  that height is measured from average pre‐construction grade.  Staff considers this criterion met.       The Applicant had not considered that the granting of Final Plat approval, to construct homes  per the plan sets provided at the exact specifications provided, did not grant a height waiver for the  construction of that plan if needed.  Recently, another project with final plat approval was appealed on  its zoning permit due to a height issue.  During Public Hearing 3, the Applicant discussed this issue with  the Board to try and determine how we can be sure that the homes proposed can be built where  proposed.  Unfortunately, the most expeditious method for this, is for the Applicant to provide height  and grade information for every footprint lot in the Project.        As discussed with the Board, attached as Exhibit 220, please find a spreadsheet that looks at  every footprint lot in the development.  The spreadsheet details the current existing grade (as it exists  now), it also determines the “Preconstruction Grade,” as will be used when calculating height.  As the  Board may know, during PUD approval, the Board may establish preconstruction grade.  The purpose of  this is to allow for grades to be set in correlation to adjacent roadways.  The Project is a great example  of why this is necessary.  As the roadways proposed make there way across the lands, sometimes there  are large fills needed, and sometimes large cuts of land needed, to keep the road an even slope that is  safe for driving.  In some areas, if height was relative to the current grade, homes would be limited to  less than one story if the road is sitting on 10 or more feet of fill.       The chart attached at Exhibit 220 provides the current grade, the average pre‐construction  grade, and the height of the home relative to that grade.  The lots where the height is colored in yellow  require height waivers as the calculated height is more the 28’.  To be conservative and because there  are a number of issues that can arise in determining height, such as which roof plane is the one you  measure to the center of, we have added a 1’ contingency to all the calculated heights, and sought a  waiver to that height.  While this may not be necessary, the intention here is only to ensure that we do  14   not have any issues in building the project to the exact plans and specifications being approved by the  Board here today.        Lastly, you will note that on some lots we have added a column indicating that a waiver to be 3‐ stories facing the street is required.  The townhomes that face O’Brien Farm Road Extension are the  same model currently built at Hillside along O’Brien Farm Road.  This model is built into the uphill side of  the road and therefore the garage is under the main living floors, creating three stories facing the street.   Though the lower story is a basement, the regulations appear to count that as a story, and therefore a  waiver is required to allow three stories facing the public street in this location.      12. The applicant proposes to achieve a four‐bedroom unit by providing a finished basement.  The  applicant has indicated that they are not committing to four‐bedroom units and are instead leaving  the option of whether to provide three or four bedrooms to the home buyer.  If four‐bedroom units  are not provided, the project will not achieve the required minimum number of inclusionary units.   Staff therefore considers the Board should require the applicant to commit to the specified bedroom  mix or instead commit to a higher number of 3‐bedroom or smaller units.  Whichever solution, Staff  considers the commitment must be made now, at this final plat stage of review.       The Applicant was not aware of a provision in the zoning regulations cited in Staff Report 3,  which states the following: “Unfinished space within an Inclusionary Ownership Unit, that is not initially  constructed as a bedroom, but which can be converted to such, may count as a bedroom.  No more than  one (1) bedroom per inclusionary ownership unit may be counted in this manner.”      The three‐bedroom unit that the Applicant has designed to be the inclusionary ownership unit,  includes a basement that is unfinished, which can be finished to become a bedroom.  When finished,  this additional bedroom and flex room creates a very nice space, and increases the finished square  footage of the home to be just under 2,000 square feet.  This space meets the exact qualifications listed  in the provision above.  This means that all of the 3‐bedroom homes that the Applicant is offering for  sale, are 4‐bedroom homes, under the inclusionary zoning ordinance.  This fact is important in  confirming the number and location of inclusionary units proposed.       If all of the inclusionary units are 4‐bedroom as defined in the inclusionary ordinance, and the  Project is not using any bonus offset units, the required number of 4‐bedroom inclusionary units is 8.   These units are: 20‐2, 20‐5, 20‐8, 20‐11, 20‐16, 20‐19, 20‐23, 20‐25.  These units have the benefit of  being in the first phase of construction and will be delivered early in the Project.  It was originally  discussed that if additional inclusionary units were required, the cottages on Lot 16 would be provided.   However, the cottages are not necessary as the requirement is met entirely on Lot 20.        The Applicant has consistently stated that it needs to sell both three and four bedroom units to  allow for buyers to have choice.  Previously, we have provided a best guess as to what we thought the  market might be, but the Applicant is grateful it can use this provision to ensure that the Applicant can  offer both 3‐bedroom and 4‐bedroom homes to market, while the City also gets the clarity it needs on  meeting the regulations.        The Applicant will offer to finish the basement for any buyer who qualifies and is looking for four  complete bedrooms.  The Applicant will simply sell the home as a 3‐bedroom without the finished  basement for any buyer who wants a 3‐bedroom.  The use of the unfinished basement provision for  counting the units, has enabled this flexibility on the sales side, which was discussed extensively at  15   Public Hearing 3.  The Applicant believes the path forward outlined above is compliant with the  regulations and also provides flexibility to buyers who can choose how many bedrooms they want in  their home.    16. Staff recommends the Board require the applicant to modify their stabilization plan to comply with  the timelines in the City’s erosion and sediment control measures.  Where bare rock is left exposed,  or excavation is within a fully contained depression, erosion control measures are not necessary.      The Applicant has worked to incorporate all of the plan edits and requests from the DPW related  to erosion control and stormwater, and believes that the provided plans adequately address these  questions.  The Applicant has worked directly with DPW in review of these plan changes.     4. Park Space Update:      The Applicant has met with the Department of Public works and the City Parks and Recreation  Staff and discussed the proposed parks and park ownership.  We believe that all parties are aligned and  that a common plan is represented in the Project plans.  The offers of dedication submitted with the  Application reflect the nature of our conversations so far, and can be modified as needed prior to zoning  permits for the phases in which they are contained.  It seems that other details such as maintenance  agreements, or accessibility standards and construction of park elements can also be handled as  conditions of approval or acceptance by the City, and we hope that this can be the method to proceed  forward.  As requested, we have attached here as Exhibit 221 a concept plan for Lot 18, demonstrating  more active uses.  We have also reduced the size of the Lot 19 natural play area lot, leaving the play  area and park area on its own lot, and creating a separate lot for the stormwater facility which will not  be owned/operated by the City.     5. Conclusions and Next Steps:          The Applicant began discussions with the City of South Burlington about this Project in earnest  in 2019.  Submitting a Sketch Plan application in January of 2020.  We had our first Sketch Plan hearing  in April of 2020.  Since that time, the Applicant, Staff and the Development Review Board have worked  together to progress this project through this final plat approval.  The Applicant is pleased we have  reached this point, and is appreciative of the time and energy invested by the Board and Staff in getting  here.       The foregoing materials are the final updates to items that have been discussed and agreed  previously.  We are hopeful that all updates are in order, and that the plans and exhibits reflect  everything we have agreed to do over the course of the last three years. We are excited about this  neighborhood and for what the future holds in the Eastview Development.       At this point, we are hopeful that any remaining issues can be left as conditions of approval,  such that we may proceed to Act 250 and complete our permit process to start construction in January.   As the Board deliberates and works with staff to write this decision, we do ask that some care be given  to allow the Zoning Administrator flexibility in administering and issuing zoning permits.   For instance,  that plan changes or conditions of approval in Phase 5 or Phase 6, need not be submitted or reviewed  until that phase is presented for start or zoning permit.  That we focus attention on perfecting the  phases that are beginning, and not on perfecting every sheet in the 200 or so sheet plan set, before our  16   first phase can begin.  We believe this will allow the project to proceed most expeditiously, and to bring  the much‐needed housing contemplated in this development to the market for spring of next year.       We appreciate your consideration of this final request; we look forward to our final hearing and  to the conclusion of this process.  Thank you.     Sincerely,           Andrew Gill, Director of Development                         O’Brien Eastview, LLC Final Plat Application October 25, 2022 Exhibit Table of Contents Exhibit Name Exhibit Description Last Update Exhibit 000 Application Narrative 04/14/2022 Exhibit 001 City of South Burlington Application for Final Plat Review 04/08/22 Exhibit 002 Project Abutters List 09/28/22 Exhibit 003 PUD Density Matrix Calculation 03/09/22 Exhibit 004 Home and Townhome Model Availability Matrix by Lot 03/09/22 Exhibit 005 Eastview Coverage Chart 10/25/22 Exhibit 006 Final Plat Regulation Appendix E Annotated with Application Locations for Ease of Reference 04/12/2022 Exhibit 007 Preliminary Plat Permit SD-20-40 8/31/21 Exhibit 008 Project Infrastructure Budget by Phase Includes all 16 Project Phases 03/09/22 Exhibit 009 Eastview PUD Transportation System Review, Pedestrian and Bicycle 03/22/22 Exhibit 010 Eastview PUD TIA 03/30/2022 Exhibit 011 Eastview PUD TIA Appendices 03/30/2022 Exhibit 012 Preliminary Water Allocation 03/17/22 Exhibit 013 Preliminary Wastewater Allocation 03/30/22 Exhibit 014 Lot 19 Open Space Structure Plan 03/15/22 Exhibit 015 C1LR Character Imagery 08/16/22 Exhibit 016 C1-LR Concept Layout 08/18/22 Exhibit 016.1 C1-LR Frontage Site Plan 08/17/22 Exhibit 016.2 C1-LR Presentation from 09/06/22 Hearing 09/06/22 Exhibit 017 Class III Wetland Description and Impact Discussion Memo, Art Gilman 03/16/22 Exhibit 018 Design Guide for C1-LR Lands 10/25/22 Exhibit 019 Balsam Townhome Plan Available on Lots Noted at Exhibit 004 03/21/22 Exhibit 020 Cedar Townhome Plan, Available on Lots Noted at Exhibit 004 03/21/22 Exhibit 021 Juniper Townhome Plan Available on Lots Noted at Exhibit 004 03/21/22 Exhibit 022 Pine Townhome Plan, Available on Lots Noted at Exhibit 004 03/21/22 Exhibit 023 Birch Townhome Plan, Available on Lots Noted at Exhibit 004 03/21/22 Exhibit 024 Maple Townhome Plan, Available on Lots Noted at Exhibit 004 03/21/22 Exhibit 025 Trillium Single-Family Plan Available on Lots Noted at Exhibit 004 03/21/22 Exhibit 026 Lupine Single-Family Plan, Available on Lots Noted at Exhibit 004 03/21/22 Exhibit 027 Daisy Single Family Plan, Available on Lots Noted at Exhibit 004 03/21/22 Exhibit 028 Aster Single Family-Plan, Available on Lots Noted at Exhibit 004 03/21/22 Exhibit 029 Primrose Single-Family Plan, Available on Lots Noted at Exhibit 004 03/21/22 Exhibit 030 Clover Single-Family Plan, Available on Lots Noted at Exhibit 004 03/21/22 Exhibit 031 SF1 Single Family Plan, Available on Lots Noted at Exhibit 004 03/21/22 Exhibit 032 SF2 Single Family Plan, Available on Lots Noted at Exhibit 004 03/21/22 Exhibit 033 SF3 Single Family Plan, Available on Lots Noted at Exhibit 004 03/21/22 Exhibit 034 SF5 Single Family Plan, Available on Lots Noted at Exhibit 004 03/21/22 Exhibit 035 SF6 Single Family Plan, Available on Lots Noted at Exhibit 004 03/21/22 Exhibit 036 SF7 Single Family Plan, Available on Lots Noted at Exhibit 004 03/21/22 Exhibit 037 SF8 Single Family Plan, Available on Lots Noted at Exhibit 004 03/21/22 Exhibit 038 SF9 Single Family Plan, Available on Lots Noted at Exhibit 004 03/21/22 Exhibit 039 SF10 Single Family Plan, Available on Lots Noted at Exhibit 004 03/21/22 Exhibit 040 Triplex, TH1-1, TH2-1, TH2-2, Available on Lots Noted at Exhibit 004 03/21/22 Exhibit 041 Duplex, TH2-1 and TH2-2 Available on Lots Noted At Exhibit 004 03/21/22 Exhibit 042 Landscape Budget 03/30/22 Exhibit 043 Digital Renderings of Planned Project Exhibit 044 Inclusionary Housing Mean Bedroom Calculator 03/29/22 Exhibit 045 Blasting Plan for Borrow Pit, Maine Drilling and Blasting 03/10/2022 Exhibit 046 Noise Study of Borrow Pit Operations 03/10/2022 Exhibit 047 Blast Plan Review Letter Jay Perkins 03/14/2022 Exhibit 048 Blasting Question and Answer Handout 03/14/22 Exhibit 049 Stormwater computations and basis of design capacity analysis 04/05/2022 Exhibit 050 Lot area acres and square foot matrix required by Appendix E 03/29/22 Exhibit 051 Written Plan to Protect Vegetation on Site 03/23/22 Exhibit 052 Barn Lot Pic Nic Shelter Plan 03/24/22 Exhibit 053 Notice of Conditions on Herbicide, Mowing, Per DRB Decision 04/08/2022 Exhibit 054 Irrevocable Offer of Dedication Roadways 04/08/2022 Exhibit 055 Report on Title 04/11/2022 Exhibit 056 Irrevocable offer of Dedication for O’Brien Farm Road 04/12/2022 Exhibit 057 O’Brien Eastview Quitclaim Deed from City 04/08/2022 Exhibit 058 Easement Deed to City, Rec Paths 04/08/2022 Exhibit 059 Easement across Business Park North 04/08/2022 Exhibit 060 Irrevocable Offer of Dedication Parks 04/08/2022 Exhibit 061 Declaration of Planned Community (Residential) 04/08/2022 Exhibit 062 Bylaws for Planned Community (Residential) 04/12/2022 Exhibit 063 Declaration of Planned Community (Commercial) 04/11/2022 Exhibit 064 Bylaws for Planned Community (Commercial) 04/12/2022 Exhibit 064.1 L000 Overall Site Plan Path Materials 10/31/22 Exhibit 065 L100 Overall Site Plan 10/21/2022 Exhibit 066 L101 Planting Plan Old Farm South 10/21/2022 Exhibit 067 L102 Planting Plan Old Farm at Barn 10/21/2022 Exhibit 068 L103A Planting Plan Leo Lane North 10/21/2022 Exhibit 069 L103B Planting Plan Eastview Lane 10/21/2022 Exhibit 070 L104A Planting Plan Lot 19 10/21/2022 Exhibit 071 L104B Planting Plan Eastview Lane Mabel Way and Old Farm 10/21/2022 Exhibit 072 L105 Planting Plan Old Farm and O’Brien Farm Road 10/21/2022 Exhibit 073 L106 Kimball Avenue 10/21/2022 Exhibit 074 L107 Daniel Drive, Barn Road Mabel Way 10/21/2022 Exhibit 075 L108A Barn Lot and Mabel Way 10/21/2022 Exhibit 076 L108B 10/21/2022 Exhibit 077 L109 Mabel Way and Eastview Lane 10/21/2022 Exhibit 078 L110 O’Brien Farm Road Extension 10/21/2022 Exhibit 079 L111 Kimball Avenue 10/21/2022 Exhibit 080 L112 Lot 47 Open Space 10/21/2022 Exhibit 081 L113 Lot 47 Open Space 10/21/2022 Exhibit 082 L114 Lot 47 Open Space 10/21/2022 Exhibit 083 L115 Lot 47 Open Space and Kimball Avenue 10/21/2022 Exhibit 084 L116 Business Park North Lot 4 10/21/2022 Exhibit 085 L117 IC Trail/Path 10/21/2022 Exhibit 086 L118 Potash Road 10/21/2022 Exhibit 087 L119 Potash Road 10/21/2022 Exhibit 088 L120 IC Trail and Gravel Wetland 10/21/2022 Exhibit 089 L200 Barn Lot Specific 10/21/2022 Exhibit 090 Lot 201 Natural Play Area 10/21/2022 Exhibit 091 L202 Playground 10/21/2022 Exhibit 092 L203 IC Training Loop 10/21/2022 Exhibit 093 L204 IC Training Loop 10/21/2022 Exhibit 094 L205 IC Training Loop 10/21/2022 Exhibit 095 L206 Dog Park Plan 10/21/2022 Exhibit 096 L300 Planting Details 10/21/2022 Exhibit 097 L301 Typical Unit Planting Details 10/21/2022 Exhibit 098 L302 Typical Utility Screening Details 10/21/2022 Exhibit 099 K1 Traffic Signal Kimball and Old Farm 10/22/2022 Exhibit 100 K2 Traffic Signal Kimball and Potash Road 10/22/2022 Exhibit 101 K3 Cantilever and Pole Sections Kimball and Old Farm 10/22/2022 Exhibit 102 K4 Cantilever and Pole Sections Kimball and Potash Road 10/22/2022 Exhibit 103 K5 Cantilever Pole Details 10/22/2022 Exhibit 104 K6 Traffic Signal Specifications 10/22/2022 Exhibit 105 K7 Traffic Control Plan Short Term Lane Closures 10/22/2022 Exhibit 106 T1 Kimball Avenue and Old Farm Pavement Marking 10/22/2022 Exhibit 107 T2 Old Farm Pavement Marking 10/22/2022 Exhibit 108 T3 Old Farm and Leo Lane/Meadow Loop Former Pavement Marking 10/22/2022 Exhibit 109 T4 O’Brien Farm Road East Pavement Marking 10/22/2022 Exhibit 110 T5 Mabel Way Pavement Marking 10/22/2022 Exhibit 111 01 Signal Configuration Test Fit for Future Signal at Old Farm Road and O’Brien Farm Road, NOT PROPOSED OR REQUIRED BY PROJECT 02/28/2022 Exhibit 112 Civil Plans Cover Page and Index 10/21/2022 Exhibit 113 X-1 Existing Conditions Plan 10/21/2022 Exhibit 114 X-2 Existing Conditions Plan 10/21/2022 Exhibit 115 X-3 Existing Conditions Plan 10/21/2022 Exhibit 115.1 X-4 Existing Conditions Aerial Overlay 10/21/2022 Exhibit 116 PL-1 Final Plat 10/21/2022 Exhibit 117 PL-2 Final Plat 10/21/2022 Exhibit 118 E-1 Easement Plan 10/21/2022 Exhibit 119 E-2 Easement Plan 10/21/2022 Exhibit 120 Pl-3 Final Plat Footprint Lots 10/21/2022 Exhibit 121 Pl-4 Final Plat Footprint Lots 10/21/2022 Exhibit 122 Pl-5 Final Plat Footprint Lots 10/21/2022 Exhibit 123 PH-1 Phasing Plan 10/21/2022 Exhibit 124 C-1 Overall Site Plan 10/21/2022 Exhibit 125 C-1.1 Overall Zoning Plan 10/21/2022 Exhibit 126 C-2 Site Plan Leo Lane 10/21/2022 Exhibit 127 C2.1 Site Plan Leo Lane Multi-Use Path 10/21/2022 Exhibit 128 C-3 Site Plan Leo Lane Old Farm 10/21/2022 Exhibit 129 C-4 Site Plan Leo Lane Old Farm, Mabel Way 10/21/2022 Exhibit 130 C-5 Site Plan Old Farm and O’Brien Farm 10/21/2022 Exhibit 131 C-5.1 Site Plan Gravel Wetland #3 10/21/2022 Exhibit 132 C-6 Site Plan O’Brien Farm Road East 10/21/2022 Exhibit 132.1 C-6.1 Site Plan O’Brien Farm Road East and Park Exhibit 133 C-7 Site Plan Old Farm Road 10/21/2022 Exhibit 134 C-7.1 Site Plan Kimball Avenue 10/21/2022 Exhibit 135 C-8 Site Plan Kimball Avenue 10/21/2022 Exhibit 136 C-8.1 Site Plan Kimball Avenue 10/21/2022 Exhibit 137 C-9 Site Plan Historic Barn 10/21/2022 Exhibit 138 C-10 Site Plan Mabel Way and Daniel Drive 10/21/2022 Exhibit 139 C-11 Site Plan Mabel Way and Barn Road 10/21/2022 Exhibit 140 C-12 Site Plan Mabel Way 10/21/2022 Exhibit 141 C-13 Site Plan Mabel Way 10/21/2022 Exhibit 142 C-14 Site Plan Mabel Way 10/21/2022 Exhibit 143 C-15 Site Plan Mabel Way 10/21/2022 Exhibit 144 C-16 Site Plan Potash Road 10/21/2022 Exhibit 145 C-16.1 Site Plan IC Sewer And Gravel Wetland #7 10/21/2022 Exhibit 146 C-17 Site Plan Potash Road 10/21/2022 Exhibit 147 C-18 Site Plan Potash Road 10/21/2022 Exhibit 148 C-18.1 Site Plan IC Stormwater Gravel Wetland #8 10/21/2022 Exhibit 149 C-18.2 Site Plan IC Stormwater Gravel Wetland #8 10/21/2022 Exhibit 150 C-19 Site Plan Old Farm Road Sidewalk 10/21/2022 Exhibit 151 C-20 Watershed Map-Post Development 10/21/2022 Exhibit 152 C-20.1 Watershed Map Pre- Development 10/21/2022 Exhibit 153 C-20.2 Post Construction Soil Depth & Quality Plan 10/21/2022 Exhibit 154 C-20.3 Stormwater Maintenance Plan 10/21/2022 Exhibit 155 C-21 Open Space and Resident Amenity Plan 10/21/2022 Exhibit 156 Q-1 Overall Site Plan Rock Extraction and Crushing Area 10/21/2022 Exhibit 157 Q-2 Site Plan Rock Extraction and Crushing Area 10/21/2022 Exhibit 158 Q-3 Site Sections, Rock Extraction and Crushing Area 10/21/2022 Exhibit 159 Q-4 Site Reclamation Plan Rock Extraction and Crushing Area 10/21/2022 Exhibit 160 CP-1 Road Leo Lane Profile 10/21/2022 Exhibit 161 CP-2 Road O’Brien Farm Road East Profile 10/21/2022 Exhibit 162 CP-3 Road Relocated Old Farm Road Profile 10/21/2022 Exhibit 163 CP-4 Road Relocated Old Farm Road Profile 10/21/2022 Exhibit 164 CP-5 Road Mabel Way Profile 10/21/2022 Exhibit 165 CP-6 Road Mabel Way Profile 10/21/2022 Exhibit 166 CP-7 Road Mabel Way Profile 10/21/2022 Exhibit 167 CP-8 Road Barn Road Profile 10/21/2022 Exhibit 168 CP-9 Road Daniel Drive Profile 10/21/2022 Exhibit 169 CP-10 Road Eastview Lane Profile 10/21/2022 Exhibit 170 CP-11 Road Potash Road Profile 10/21/2022 Exhibit 171 CP-12 Road Potash Road Profile 10/21/2022 Exhibit 172 D-1 Civil Details Road Sections 10/21/2022 Exhibit 173 D-1.1 Road Sections 10/21/2022 Exhibit 174 D-1.2 Road Sections 10/21/2022 Exhibit 175 D-1.3 Road Sections 10/21/2022 Exhibit 176 D-2 Civil Details 10/21/2022 Exhibit 177 D-3 Civil and Water Details 10/21/2022 Exhibit 178 D-4 Civil and Water Details 10/21/2022 Exhibit 179 D-5 Civil and Water Details 10/21/2022 Exhibit 180 D-6 Civil and Sanitary Details 10/21/2022 Exhibit 181 D-7 Civil and Stormwater Details 10/21/2022 Exhibit 182 D-8 Civil and Stormwater Details 10/21/2022 Exhibit 183 D-9 Civil and Stormwater Details 10/21/2022 Exhibit 184 D-10 Erosion Prevention and Sediment Details 10/21/2022 Exhibit 185 D-11 Erosion Prevention and Sediment Details 10/21/2022 Exhibit 186 D-12 EPSC & Tree Protection Details 10/21/2022 Exhibit 187 D-13 Site Electric Details 10/21/2022 Exhibit 188 EPSC 1 Pre Construction Plan 10/21/2022 Exhibit 189 EPSC 2 Pre Construction Plan 10/21/2022 Exhibit 190 EPSC 3 Pre Construction Plan 10/21/2022 Exhibit 191 EPSC 4 Pre Construction Plan 10/21/2022 Exhibit 192 EPSC 5 Pre Construction Plan 10/21/2022 Exhibit 193 EPSC 6 Pre Construction Plan 10/21/2022 Exhibit 194 EPSC 7 Construction Plan 10/21/2022 Exhibit 195 EPSC 8 Construction Plan 10/21/2022 Exhibit 196 EPSC 9 Construction Plan 10/21/2022 Exhibit 197 EPSC 10 Construction Plan 10/21/2022 Exhibit 198 EPSC 11 Construction Plan 10/21/2022 Exhibit 199 EPSC 12 Construction Plan 10/21/2022 Exhibit 200 EPSC 13 Construction Plan 10/21/2022 Exhibit 201 EPSC 14 Construction Plan 10/21/2022 Exhibit 202 EPSC 15 Construction Plan 10/21/2022 Exhibit 203 EPSC 16 Construction Plan 10/21/2022 Exhibit 204 EPSC 17 Construction Plan 10/21/2022 Exhibit 205 EPSC 18 Construction Plan 10/21/2022 Exhibit 206 EPSC 18.1 Construction & Stabilization Plan- Sidewalk Connection 10/21/2022 Exhibit 207 EPSC 19 Construction Plan 10/21/2022 Exhibit 208 EPSC 20 Construction Plan 10/21/2022 Exhibit 209 EPSC 21 Stabilization Plan 10/21/2022 Exhibit 210 EPSC 22 Stabilization Plan 10/21/2022 Exhibit 211 EPSC 23 Stabilization Plan 10/21/2022 Exhibit 212 EPSC 24 Stabilization Plan 10/21/2022 Exhibit 213 Overall Landscape Plan with 40’ Street Tree Sample Plan 09/28/22 Exhibit 214 Street Tree Spacing Comparison Exhibit 09/28/22 Exhibit 215 Wetland Disturbance Summary 10/06/22 Exhibit 216 Traffic Question Email Response 10/06/22 Exhibit 217 DRB Narrative Supplement 06 10 22 06/10/22 Exhibit 218 DRB Narrative Supplement 08 22 22 08/22/22 Exhibit 219 DRB Narrative Supplement 09 29 22 09/29/22 Exhibit 220 Footprint Lot Height Table and Waiver Requests 10/25/22 Exhibit 221 Lot 18 Open Space Images 10/19/22 Eastview at O'Brien Farm Master Plan and PUD Area and Coverage and DensityZoning District Areas Per Sheet C‐1A Updated  10/25/2022Zoning District Coverage Allowed in District Buildings Only. Coverage Proposed BuildingsCoverage Allowed in District Combined Coverage Proposed All ImperviousR1*  18% 16.64% 30% 27.41%C1LR  40% 0.00% 70% 7.13%R12 40% 0.00% 60% 32.64%IC  40% 0.00% 70% 4.57%Zoning District Area of Land In Eastview Master Plan (includes adjustments to district lines shown at Sheet C‐1A) Area in AcresArea of Land In Eastview Master Plan (includes adjustments to district lines shown at Sheet C‐1A) Area in Square Feet  Existing Building Coverage  Existing All Impervious Total Coverage Proposed Buildings Total Coverage Proposed RoadsROW Coverage Removed From Calculation Combined Coverage All Impervious Coverage Allowed Buildings  Coverage Allowed All Coverage Remaining Available for All ImperviousR1  39.20 1707552 11900 27230 284125 240180 56213468092307359.36 512265.6 44173.6C1LR  23.40 1019304 0 72688 072688407721.6 713512.8 640824.8R12 1.20 52272 0 17063 01706320908.8 31363.2 14300.2IC  38.80 1690128 0 77159 077159676051.2 1183089.6 1105930.6Total  102.60 4469256.00 11900.00 27230.00 284125.00 407090.00 56213.00 635002.00 1412040.96 2440231.20 1805229.2Maximum Coverages Square Feet Acres  PercentageMaximum Building Coverage Entire PUD/Master Plan 1412040.96 32.416 31.59%Maximum Total Impervious PUD/Master Plan2440231.2 56.02 54.60%*Our understanding is that the Incluzionary Oridnance in effect allows for a 20% increase in coverage for accomodation of offset units provided. This coverage limit includes that 20% offset.    8' MIN 8' MIN TR1 TP5 TR1 TP4 TR1 TP3 TR1 TP2 TR1 TP1 TR7 TP2 TR7 TP1 TR5 TP2 TR5 TP1 TR3 TP2 TR3 TP1 TR4 TP2 TR4 TP1 TR6 TP3 TR6 TP2 TR6 TP1 TR2 TP1 TR2 TP2 TR2 TP3 TR2 TP4 16 8 . 2 ' 15 0 . 7 '313.6'76.7'152 . 6 ' 60' 102 ' 105. 8 ' 77.3 ' 60' 80. 1 ' 97.7 '143'164'102.4'129'110'226.2'207.9'207.9'24.2'79.9'118.7'HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: C1-LR COMMERCIAL-LIMITED RETAIL LANDS 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 GRAVEL WETLAND #2 GRAVEL WETLAND #5 Lot 17 3.11 ac Lot 16 2.61 ac Lot 20 2.06 ac Lot 21 2.30 ac Lot 22 1.25 ac Lot 23 0.12 ac Lot 24 1.25 ac Lot 25 2.53 ac Lot 26 1.88 ac Lot 27 1.00 ac Lot 28 2.11 ac Lot 30 2.39 ac Lot 31 4.80 ac Lot 45 Open Space 12.64 ac Lot 29 1.04 ac Business Park North Lot 4 2.4 ac Archaeology Zone Archaeology Zone Lot 37 3.54 ac Lot 19 Open Space 1.51 ac GRAVEL WETLAND #9 Lot 13 2.78 ac Lot 15 2.38 ac Lot 10 0.9 ac Lot 11 1.2 ac Lot 30 0.30 ac Eastview Mixed Use Design Guide  25‐Oct‐22 Description Primary Building Façade (Defined  As the Façade Phasing the  Primary  Pedestrian Way) A  façade facing a parking area is a  secondary facade.  Secondary Façade Building Standards  1. Building Types  a. All Buildings Allowed Under Zoning Regulations for District Permitted  2. Building Stories Lot 17 and Lot 26 a. Principal  1 Story, Min. 5, Max  1 Story, Min. 5 Max.  3. Building Stories All Other Lots  a. Principal  2 Story, Min. 5, Max  2 Story, Min. 5 Max.  b. Accessory Structure 2 Max 2 Max.  4. Floor to Floor Height  a. First Story  24' Max  24' Max  b. Upper Stories  14' Max  14' Max  5. Setback a. Front Yard 5'  5' b. Side Yard 5' 5' c. Rear Yard 10' 10' 6. Entrances  Maximum Distance Between Public Entrances Non‐Residential  First Floor Use (Includes Parking Garage) 100 Maximum Distance Between Operable Entrances Residential  First Floor Use: Min. 2 Entrances Per Façade 7. Glazing a. First Occupiable Story  Min 40% of the width of the  building and minimum of 7.5' in  height for non‐residential uses  and 6' in height with a minimum  window head height of 7.5' for  residential.  c. Upper Stories 30% of Façade Area Under  Roofline  8. Building Breaks  a. Building Horizontal Façade Min 3 every 80'  b. Single span of Horizontal Façade without a Break 48' Max 9. Supplemental Building Standards  a. Awnings, Stoops, Vestibules Encouraged 10. Structured Parking at Street Level  a. Location  Permitted at all locations where  basement/lower level stories are  exposed due to grade. b. Glazing of Parking Story Min 15% of the width of the  building and minimum of 7.5' in  height for non‐residential uses  and 6' in height with a minimum  window head height of 7.5' for  residential.  c. Screening of Garage Openings Required  d. Garage Vehicular Access  Not prohibited, to be approved  at Site Plan review. Blocks and Street Standards  1. Blocks As Approved in PUD 2. Streets As Approved in PUD 3. Curb Cuts As Aproved in PUD  Surface Parking Standards  1. Parking Requirements  a. Per residential unit 2 Spaces Maximum  b. Commercial Uses  As Required by Use Floor Stepbacks a. Partially underground Parking story* None Required  a. First Story Above Parking  None Required  b. Second Story Above Parking None Required  c. Third Story Above Parking  None Required  d. Fourth Story Above Parking   None Required  e. Fifth Story Above Parking  12' Min.  Streetscape Standards** 1. General Standards  a. Non‐hardscape, Pervious Areas  Densely planted  b. ROW Features and Plantings  As Approved by Department of  Public Works  2. Streetscape Requirements  a. Benches  Permitted  b. Café Tables  Permitted  c. Bicycle Parking (Short Term) Permitted  d. Street Tree Spaces, on Center  30' Max Average  Streetscape Standards  Residential Parking  2 Space Per Unit Maximum *Underground Parking even if exposed on one side is not considered a story for the purpose of this design guide. ** Must allow for uniterupted 5' sidewalk width in all cases when installed   P: (802) 878-0375 | email@krebsandlansing.com  EASTVIEW Summary of Wetland and Wetland Buffer Impacts WETLAND CLASS PROPOSED DISTURBANCE (S.F.) PROPOSED BUFFER DISTURBANCE (S.F.) PLAN SHEET REFERENCE E & F 2 0 2,772 C-8.1 C & D 3 5,132 50,187 C-16.1 A 3 8,630 32,447 C-18.2 Wetlands E & F and C & D were combined as they have overlapping buffer areas. OBRIEN HILLSIDE PHASE II / LOT 18 OPEN SPACE IMAGES PICKLEBALL BOCCE COURT DISC GOLF TENNIS COURTS YOUTH BASKETBALL ULTIMATE FRISBEE MULTI-SPORT COURT