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Home My WebLink AboutAgenda 05 06 07_SP-20-020 SP-20-021 MS-20-03_South Village_Lot 4A 4B and 1 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com TO: South Burlington Development Review Board FROM: Marla Keene, Development Review Planner SUBJECT: SP‐20‐020 64 Aiken St, SP‐20‐021 96 Aiken St, and MS‐20‐03 1840 Spear St DATE: June 16, 2020 Development Review Board meeting South Village Communities, LLC has submitted the above‐referenced applications to construct two twelve‐unit three story multifamily building with underground parking on an existing 0.53 acre lot (Lot 4A) at 64 Aiken Street and an existing 0.52 acre lot (Lot 4B) at 96 Aiken Street. At the May 19, 2020 hearing, the Board heard the applicant and continued the hearing to allow review of materials submitted between the time of packet publication and the hearing, and to accept additional testimony on subjects described below. DIMENSIONAL REQUIREMENTS The applicant has indicated they would like to provide coverage on the subject lots of 72%. The master plan approval granted a waiver to increase the allowable lot coverage for multifamily buildings from 35% (the standard allowable lot coverage) to 65%. The Board may choose to grant a further waiver of overall coverage to 72% in this case if the overall approved coverage of 13.9% (from MP‐05‐02) and the SEQ‐NR coverage of 35% allowed in the current LDRs are not exceeded. The applicant provided written testimony that they have an overall coverage of 14.9%. Staff considers it is unclear if this coverage is calculated for the entire master plan area or the SEQ‐NR portion of the project. If for the entire master plan, the applicant is in fact over their allowable coverage and the Board should not grant the waiver for this lot. If 13.9% is only for the SEQ‐NR area, Staff considers the Board may grant the requested waiver for this lot. WATER SUPPLY The applicant has obtained preliminary water allocation. Staff considers this no longer needs to be included as a condition of approval. FIRE DEPARTMENT COMMENTS The applicant has obtained written approval from the fire department that the fire truck turning movements are acceptable. The applicant has agreed to locate a hydrant on the same side of the street as the proposed buildings. Staff recommends the Board ask the applicant to clarify where the hydrant will be located and whether they are proposing to not construct one of the hydrants on the other side of the street, to allow a clear condition of approval to be written. LANDSCAPING The applicant has provided landscaping around the transformer and augmented the landscaping plan to meet the minimum required landscaping budget. The City Arborist reviewed the revised plans on May 20, 2020 and indicated there were no issues. #SP‐20‐020 #SP‐20‐021 #MS‐20‐03 2 STORMWATER MANAGEMENT The Stormwater section had provided comments pertaining to erosion prevention and sediment control which can be incorporated as conditions of approval, as well as comments pertaining to design of the stormwater management system. The Applicant has made modifications to their plans to address the comments on the stormwater management system, which the Assistant Stormwater Superintended indicated satisfied the comments of the City Stormwater Section on May 4. ROADWAYS AND CIRCULATION The applicant has reduced the curb cuts to a standard 20‐ft radius and corrected the alignment of the driveway so that it is a smooth curve. Staff considers this criterion met. MS‐20‐03 Concurrent with the subject applications, the applicant submitted MS‐20‐03 for alteration of grade on the lot adjacent to the two twelve‐unit buildings. The Board reviewed this application and found no issues other than those identified on the adjacent parcels, but continued that hearing in order to allow adjustments necessary to address comments on SP‐20‐020 and SP‐20‐021. Staff recommends the Board close the hearing on MS‐20‐03 at this time. RECOMMENDATION Staff recommends that the Board discuss the project with the applicant and close the hearings. Respectfully submitted, ____________________________________ Marla Keene, Development Review Planner STW W WWWWWWWWWWWW W W W W GGGGGGGGGGGGGGG G G G G G GGGST ST ST STSTST ST STSTSTSTST ST ST ST STSTSTST SSSSSSSSSSSSSS S S S S S S S S S S UEUEUEUEUEUEUEUE UE UE UE UE UE UE UE UEUEUEUEUEUEUE UEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUE UEUEUESEX. K30.3 TRANSFORMER VAULT ON CONC. PAD EX. ELEC. TRANSFORMER EX. ELEC. PANEL EX. STONE WALL GMP EASEMENT UEUEUEUENEW YD#2 RIM=377.0 INV.=373.0 CB 11 RIM=376.4 INV. IN= 368.9 INV. OUT=368.8 (15" NE) CB 12 RIM=377.2 INV. IN= 369.3 INV. OUT=369.2 (15" SE) NEW YD#1 RIM=377.0 INV.=373.4 NEW YD#4 RIM=379.0 INV.=375.0 NEW YD#5 RIM=379.4 INV.=375.8 NEW YD#3 RIM=378.4 INV.IN=372.7 INV.OUT=367.5 (12" NW) NEW CB#1 RIM=372.1 INV.IN=363.0 (15"S) INV. OUT=362.9 (15" SW) 15" HDPE W/ F.E.S. INV.=362.2 STONE PAD NEW CB#2 RIM=367.3 INV.IN=364.0 (12" SE) INV. OUT=363.9 (15" SW) NEW CB#3 RIM=370.25 INV.IN=363.6 (15" SE) INV. OUT=363.5 (15"N) EX. TOW=377.3 EX. BOW=372.1 W. FISHER LANE FLANDERS LANEAIKEN ST.6" D.I.1ST FLOOR EL. 378.6GARAGE LEVEL EL. 367.61ST FLOOR EL. 381.0GARAGE LEVEL EL. 370.0T R 37937937 9 380380378378378 377377377 37637637637537537537437437337337337237237237237137837 8 379 374381.0+375.5+370.0+ 367.6+373.1++378.6 +368.6 +369.2 +369.6 +369.8 +369.1 + BC 372.7 + TC 372.8 +378.09+380.67+380.35+380.82+380.41+379.57+378.73+377.99+378.32+379.07+BC 374.42 +TC 375.0 + BOW +371.0 369.5 BOW TOW 378.5TOW 378.5+ 380.0 + 380.0 + TC 372.8 BC 372.3 + +TC 372.5 BC 372.0 + +372.5 +372.4+372.2+ TC 368.0 BC 367.5 +++ +377.6 +377.6 +377.6 +377.6 +377.6 +377.6 +BC 375.3 +380.0 +380.0 379.0 + ++371.0371.0 +379.515" HD P E15" HDPE15" HDP E 12" H D P E 12" HDPE12" HDPE12" HDPE+TC 371.6 BC 371.1 +15"1 5 " 15" 18" 15" EX. CONCRETE SIDEWALK EX. CONCRETE SIDEWALK EX. CONCRETE SIDEWALK+ 378.4 + 377.6 + 379.7 + 378.7 + 379.4+ 379.2 END SW UE EX. RECREATION PATHEX. RECREATION PATH4A 4B GMP EASEMENT GMP EASEMENTCOMMON AREA 5' REAR YARD SETBACKSEX. PICKET FENCE TO BE PROTECTED CB 10 RIM=377.0 INV. IN= 372.5 (15" W) INV. OUT=372.4(15" NE) CB 9 RIM=376.9 INV. OUT=372.4 (15" E)3603623663683583563623663633653643683673693703713593583573603 6 2 361DSM DSM MAB C2.1 03/16/2020 LOTS 4A & 4B PROPOSED CONDITIONS GRADING PLAN A C CIVIL ENGINEERING ASSOCIATES, INC. E 10 MANSFIELD VIEW LANE, SOUTH BURLINGTON, VT 05403 P: 802-864-2323 FAX: 802-864-2271 web: www.cea-vt.com 1" = 20' 10146 AIKEN STREET SOUTH BURLINGTON, VT SOUTH VILLAGE COMMUNITIES, LLC. LEGEND UE G ST S W 100 EXISTING CONTOUR EXISTING CURB EXISTING GRAVEL EXISTING PAVEMENT EXISTING SWALE EXISTING ELECTRIC EXISTING GAS EXISTING STORM EXISTING GRAVITY SEWER EXISTING WATER EXISTING SEWER MANHOLE EXISTING STORM MANHOLE EXISTING CATCH BASIN EXISTING HYDRANT EXISTING SHUT OFF EXISTING UTILITY POLE EXISTING LIGHT POLE EXISTING GUY WIRE/POLE EXISTING SIGN EXISTING DECIDUOUS TREE EXISTING CONIFEROUS TREE EDGE OF BRUSH/WOODS APPROXIMATE SETBACK LINE APPROXIMATE PROPERTY LINE IRON ROD/PIPE FOUND S D G ST S W UE PROPOSED CURB PROPOSED PAVEMENT PROPOSED UNDERGROUND ELECTRIC PROPOSED GAS PROPOSED STORM PROPOSED GRAVITY SEWER PROPOSED WATER S PROPOSED SEWER MANHOLE D PROPOSED STORM MANHOLE PROPOSED CATCH BASIN PROPOSED SIGN PROPOSED YARD DRAIN P:\AutoCADD Projects\2010\10146\dwg\10146-LOT 4A-4B-2019.dwg, 6/1/2020 12:54:55 PM, DWG To PDF.pc3 STWWWWWWWWWWWWWWWWWWWG G G G G G G G G G G G G G GGGGG STSTSTST ST ST ST STSTSTSTST ST ST ST STSTSTSTSTSTSTSTST SSSSSSSSSSSSSSSSSSSSSUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUE UE UE UE UE UE TRS S SSAxG(3) PMR GTIS TMD(5) RHR(5) TMD(3)AAB AAB RA(4)RD(8) CM(3) HSD(10) ++++++++++ + TME(10) ABG(180) RCA(3) MMC PM (typ.) MFJ PB(5) HS AAR(3) RBS(5) ATG (2) PxB (2) PxS RCA(3) PG2 QR QR RHR(5) RBS(5) WT(200) PM (typ.) PM (typ.) PM (typ.) PM (typ.) LOT 4A 12 UNITS FFE= 378.6 AIKEN STREET TON(17) SNOW STORAGE SNOW STORAGE TMD(3) SN(8) MMC MFJ RER(2) BOULDER (TYP.) +++ +++++++ + + + + + + + + TMD (5) SNOWSTORAGE +++ +++++++++ + PG1 AT AT AT PMRAxG(1) HS + TON(6) TMD(3) TMD(3) CxA(6) CxA(6) TME(3) revisions date revisions date 301 college street burlington vermont 05401 802 658 3555 landscape architects planning consultants http://www.tjboyle.com north scale date sheet no: Lot 4A Planting Plan South Village L-10003/18/2020 1"=10' T. J. Boyle Associates, LLC teammjb +++PROPOSED DECIDUOUS TREES PROPOSED EVERGREEN TREES PROPOSED MULTI-STEM AND FLOWERING TREES PROPOSED DECIDUOUS SHRUBS PROPOSED PERENNIAL AND HOSTA MIX PROPOSED EVERGREEN SHRUBS LANDSCAPING LEGEND Submission 07/26/10 Revised 08/11/10 Revised Snow Storage and Plant List 08/13/10 PROPOSED BOULDERS Revised per Engineering Base Plan Changes 09/02/10 Revised per City Comments 09/08/10 daeb(js)03/16/20Revised per Engineering Base Plan Changes revisions date Revised Per Staff Comments 05/15/20 PROPOSED RAIN BARREL 10 L-200 ECO RAIN FLAT-BACK BARRELTYP. Revised Supplemental Rain Barrels 06/01/20 W W WWWWWWWWW WWWWWWWG G G G G G G G G G G G G G GGGGG ST STSTSTSTST ST ST ST ST ST SSSSSSSSSSSSSSSSSSSSUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUES S UE UE UE UE UETRSS+++++ +++++ +++++ +++++ CM(3) TME(10) ABG(220) AxG FNH(5) AT AT PxBPxS AAR(3) HS TMD(5) AxG FNH(3) RER (2) PB(9) RBS(5) RHR(5)TMD(3)AAB AAB PMR RCA(3) MMC MFJ MMC MFJ PM(typ.)RCA(3) HSD(10) PM(typ.) PM(typ.) RHR(5) RBS(5) WT(130) PG2 TMD(4) LOT 4B12 UNITSFFE= 380.1 TON1(4) AIKEN STREET SNOW STORAGE SNOWSTORAGE SNOWSTORAGE BOULDER (TYP.) GSK PB(6) PG1 AT + + + + + + + RH(7) ATG (3) SN (8) TON2(3) SNOWSTORAGESNOWSTORAGE + + + +++ +++++++SNOWSTORAGE PMR PxB TMD (5) + TMD(3) Lot 4B Planting Plan L-101+++PROPOSED DECIDUOUS TREES PROPOSED EVERGREEN TREES PROPOSED MULTI-STEM AND FLOWERING TREES PROPOSED DECIDUOUS SHRUBS PROPOSED PERENNIAL AND HOSTA MIX PROPOSED EVERGREEN SHRUBS LANDSCAPING LEGEND PROPOSED BOULDER revisions date revisions date 301 college street burlington vermont 05401 802 658 3555 landscape architects planning consultants http://www.tjboyle.com north scale date sheet no:South Village 03/18/2020 1"=10' T. J. Boyle Associates, LLC teammjb Submission 07/26/10 Revised 08/11/10 Revised Snow Storage and Plant List 08/13/10 Revised per Engineering Base Plan Changes 09/02/10 Revised per City Comments 09/08/10 daeb(js)03/16/20Revised per Engineering Base Plan Changes revisions date Revised Per Staff Comments 05/15/20 10 L-200 ECO RAIN FLAT-BACK BARRELTYP. Revised Supplemental Rain Barrels 06/01/20 PROPOSED RAIN BARREL 2" FINE CHIPPED BARK MULCH, NO MORE. DO NOT COVER FOLIAGE. 2/3 TOPSOIL AND 1/3 COMPOST MIXER. SEE PLANT SPECIFICATION FOR DEPTH OF SOIL MIX. UNDISTURBED OR COMPACTED SOIL. PLANT PRUNE TO REMOVE DEADWOOD & CROSSING BRANCHES. UNDISTURBED OR COMPACTED SOIL MOUND. 3 TIMESDIAMETER OFROOT BALL REMOVE BURLAP FROM TOP 1/3 OF ROOTBALL. NEVER LEAVE BURLAPEXPOSED ABOVE SOIL. IF CONTAINER GROWN, REMOVE POTCOMPLETELY. LOOSEN ROOT MASS TO PREVENT GIRDLING. AMEND BACKFILL AS SPECIFIED, BREAK UP CLODS AND REMOVE DEBRIS AND STONES. 2" EARTH SAUCER. 2" FINE CHIPPED, PINE BARK MULCH, NOT MORE. DO NOT PLACE AGAINSTPLANT STEM. TOP OF ROOTBALL TO BE SAME HEIGHT AS PREVIOUSLY GROWN. 2 3 1 3 TIMES DIAMETER OF ROOT BALL 18"to 24" 6' MIN. PRUNE DAMAGED OR BROKEN BRANCHES. CUT & REMOVE ALL OF THE WIRE BASKET, EXCEPT THAT WHICHIS UNDER THE ROOT BALL. LEAVE NO BURLAP EXPOSED ABOVETHE SOIL SURFACE. REMOVE BURLAP FROM THE TOP 1/2 OF ROOT BALL IF BURLAP IS MADE OF NATURAL FIBER. IF BURLAP IS PLASTIC OR TREATED, CUT AND REMOVE ALL BUT THAT WHICH IS UNDER THE ROOT BALL. 2" EARTH SAUCER. 2"- 3" FINE CHIPPED BARK MULCH, NOT MORE. DO NOT PLACE MULCH DIRECTLY AGAINST TRUNK. ROOT FLARE SHALL BE PLANTED AT OR SLIGHTLY ABOVE FINAL GRADE (DUE TO NURSERY PRACTICES, THIS MAY REQUIRE REMOVING SOIL FROM THE TOP OF THE ROOT BALL TO LOCATE THEROOT FLARE). 3 - 2" X 2" HARDWOOD STAKES 1/3 HEIGHT OF TREE OR MIN. OF 6'. ALLOW FOR A DEPTH OF 12" BELOW UNDISTURBED GRADE. (STAKING TO BE REMOVED ONE YEAR AFTER PLANTING.) INSTALL STAKES PLUMB. USE WIDE BELT-TYPE TREE TIES; DO NOT USE ROPE OR WIRE INHOSE SLEEVES. ATTACH AT 2/3 HEIGHT OF TREE. UNDISTURBED OR COMPACTED SOIL MOUND. 4 TYPICAL GROUNDCOVER PLANTING DECIDUOUS TREES < 3" CALIPER SHRUB PLANTING CONIFEROUS PLANTING NTS NTS SCARIFY SUBGRADE TO 4". 2"-3 FINE CHIPPED BARK MULCH, NO MORE. DO NOT COVER FOLIAGE. REFER TO SPECIFICATIONS. 18" MINIMUM PLANT BED DEPTH CONTAINING 2/3 TOPSOILAND 1/3 COMPOST MIX. UNDISTURBED OR COMPACTED SOIL. 8 TYPICAL PLANT BED/PLANTING AREA DETAIL GENERAL PLANTING NOTES: 1. THE CONTRACTOR SHALL LOCATE AND VERIFY THE EXISTENCE OF ALL UTILITIES PRIOR TO STARTING WORK. 2. THE CONTRACTOR SHALL SUPPLY ALL PLANT MATERIAL IN QUANTITIES SUFFICIENT TO COMPLETE THE PLANTING SHOWN ON ALL DRAWINGS. 3. ALL MATERIAL SHALL CONFORM TO THE GUIDELINES ESTABLISHED BYTHE CURRENT AMERICAN STANDARD FOR NURSERY STOCK (ANSI)PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN. 4. NO PLANT SHALL BE PUT INTO THE GROUND BEFORE ROUGH GRADING HAS BEEN FINISHED AND APPROVED BY THE PROJECT LANDSCAPE ARCHITECT OR EQUAL. 5. PLANTS SHALL BE INSTALLED SUCH THAT THE ROOT FLARE IS AT OR SLIGHTLY ABOVE FINAL GRADE (DUE TO NURSERY PRACTICES THIS MAYREQUIRE REMOVING SOIL FROM THE TOP OF THE ROOT BALL TO LOCATETHE ROOT FLARE. 6. ALL PLANTS SHALL BE BALLED AND BURLAPPED OR CONTAINER GROWN AS SPECIFIED. NO CONTAINER GROWN STOCK WILL BE ACCEPTED IF IT IS ROOT BOUND. ALL ROOT WRAPPING MATERIALS SHALL BE REMOVED (REGARDLESS OF WHETHER OR NOT THEY ARE NATURAL OR SYNTHETIC). 7. WITH CONTAINER GROWN STOCK, THE CONTAINER SHALL BE REMOVED AND THE CONTAINER BALL SHALL BE CUT THROUGH THE SURFACE IN TWOVERTICAL LOCATIONS. 8. THE DAY PRIOR TO PLANTING, THE LOCATION OF ALL TREES AND SHRUBSSHALL BE STAKED FOR APPROVAL BY THE PROJECT LANDSCAPE ARCHITECT OR EQUAL. 9. LANDSCAPE ARCHITECT MAY REQUIRE ALL PLANTS BE SPRAYED WITH AN ANTIDESSICANT WITHIN 24 HOURS AFTER PLANTING. IN TEMPERATE ZONES, ALL PLANTS SHALL BE SPRAYED WITH AN ANTIDESSICANT AT THE BEGINNING OF THEIR FIRST WINTER. 10. ALL PLANT BEDS MUST HAVE A MINIMUM PLANT BED DEPTH OF 18" WITH A2/3 TOPSOIL TO 1/3 COMPOST MIX. REMOVE SUBGRADE AND OTHER FILL INPLANTING AREAS ON SITE. 11. ALL PLANTS SHALL BE INSTALLED AS PER DETAILS AND THE CONTRACT SPECIFICATIONS. 12. STAKING PLANTS IS AT THE DISCRETION OF THE CONTRACTOR. ONLY STAKE PLANTS AS SPECIFIED BY LANDSCAPE ARCHITECT. 13. THE LANDSCAPE CONTRACTOR SHALL PROVIDE AMENDED BACKFILL AS PER THE CONTRACT SPECIFICATIONS. 14. ALL PLANTS SHALL BE WATERED THOROUGHLY TWICE DURING THE FIRST24 HOUR PERIOD AFTER PLANTING. ALL PLANTS SHALL THEN BEWATERED WEEKLY, IF NECESSARY, DURING THE FIRST GROWING SEASON. 15. THE LANDSCAPE CONTRACTOR SHALL REFER TO THE CONTRACT SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. 16. THE LANDSCAPE CONTRACTOR SHALL REFER TO THE PLANT LIST FOR SEASONAL REQUIREMENTS RELATED TO THE TIME OF PLANTING. 3 2" X 2" HARDWOOD STAKES 1/3 HEIGHT OF TREE OR MIN. OF 72". ALLOW FORA DEPTH OF 12" BELOW UNDISTURBED GRADE. (STAKING TO BE REMOVED ONEYEAR AFTER PLANTING.) INSTALL STAKES PLUMB. ROOT FLARE SHALL BE PLANTED AT OR SLIGHTLY ABOVE FINAL GRADE(DUE TO NURSERY PRACTICES, THIS MAY REQUIRE REMOVING SOILFROM THE TOP OF THE ROOT BALL TO LOCATE THE ROOT FLARE). 2"-3" FINE CHIPPED BARK MULCH, NOT MORE. DO NOT PLACE MULCH DIRECTLYAGAINST TRUNK. 2" EARTH SAUCER. AMEND BACKFILL AS SPECIFIED, BREAK UP CLODS AND REMOVE DEBRIS AND STONES. PRUNE DAMAGED OR BROKEN BRANCHES. USE WIDE BELT-TYPE TREE TIES; DO NOT USE ROPE OR WIRE IN HOSE SLEEVES. REUSABLE PERFORATED PLASTIC TREE WRAP (TO BE REMOVED ONE YEARAFTER PLANTING). 3 TIMESDIAMETER OF ROOT BALL SCARIFY SUBGRADE TO 4". CUT & REMOVE ALL OF THE WIRE BASKET, EXCEPT THAT WHICH IS UNDER THE ROOT BALL. LEAVE NO BURLAP EXPOSED ABOVE THE SOILSURFACE. REMOVE BURLAP FROM THE TOP 1/2 OF ROOT BALL IF BURLAPIS MADE OF NATURAL FIBER. IF BURLAP IS PLASTIC OR TREATED, CUTAND REMOVE ALL BUT THAT WHICH IS UNDER THE ROOT BALL. USE WIDE BELT TYPE TIES ON EACH MAJOR STEM.ALL MAJOR STEMS SHOULD BE BELTED TOGETHER.DO NOT USE ROPE OR WIRE IN HOSE SLEEVES. 2" X 2" X 18" HARDWOOD STAKES 3 PER TREE DRIVEN INTO GROUND. (STAKING TO BE REMOVED ONE YEAR AFTER PLANTING.) AMEND BACKFILL AS SPECIFIED, BREAK UP CLODS AND REMOVE DEBRIS AND STONES. PRUNE TO REMOVE DEADWOOD & CROSSING BRANCHES. 2"- 3" FINE CHIPPED BARK MULCH, NOT MORE. DO NOT PLACE MULCH DIRECTLY AGAINST STEMS. ROOT FLARE SHALL BE PLANTED AT OR SLIGHTLY ABOVE FINAL GRADE (DUEO NURSERY PRACTICES, THIS MAY REQUIRE REMOVING SOIL FROM THE TOP OF THE ROOT BALL TO LOCATE THE ROOT FLARE). 3 TIMES DIAMETER OF ROOT BALL 6 2" EARTH SAUCER. UNDISTURBED OR COMPACTED SOIL MOUND. MULTI-STEM PLANTING SCARIFY SUBGRADE TO 4". CUT & REMOVE ALL OF THE WIRE BASKET, EXCEPT THAT WHICH IS UNDER THE ROOT BALL. LEAVE NO BURLAP EXPOSED ABOVE THESOIL SURFACE. REMOVE BURLAP FROM THE TOP 1/2 OF ROOTBALL IF BURLAP IS MADE OF NATURAL FIBER. IF BURLAP ISPLASTIC OR TREATED, CUT AND REMOVE ALL BUT THAT WHICH IS UNDER THE ROOT BALL. 301 college street burlington vermont 05401 802 658 3555 landscape architects planning consultants http://www.tjboyle.com north scale drawn by date sheet no:L200jds03/18/2020 as shown T. J. Boyle Associates, LLC design byjds checked bymjb 5 SLOPED PLANTING AND DECIDUOUS TREES > 3" CALIPER 2" X 2" X 18" HARDWOOD STAKES - 3 PER TREE - 2 ON UPHILL SIDE. 3 TIMESDIAMETER OFROOT BALL AMEND BACKFILL AS SPECIFIED, BREAK UP CLODS AND REMOVE DEBRIS ANDSTONES. PRUNE DAMAGED OR BROKEN BRANCHES. INSTALL TREES AND STAKES PLUMB. 2"-3" FINE CHIPPED BARK MULCH, NOT MORE. DO NOT PLACE MULCHDIRECTLY AGAINST TRUNK. ROOT FLARE SHALL BE PLANTED AT OR SLIGHTLY ABOVE FINAL GRADE(DUE TO NURSERY PRACTICES, THIS MAY REQUIRE REMOVING SOIL FROM THE TOP OF THE ROOT BALL TO LOCATE THE ROOT FLARE). USE WIDE BELT-TYPE TREE TIES; DO NOT USE ROPE OR WIRE IN HOSESLEEVES. EARTH SAUCER - 2" DEPTH 3 TIMES DIAMETER OF ROOT BALL 18" to24" 6' MIN. 9 DECIDUOUS TREES < 3" CALIPER ON SLOPE 3-2" X 2" HARDWOOD STAKES 1/3 HEIGHT OF TREE OR MIN. OF 72". ALLOWFOR A DEPTH OF 12" BELOW UNDISTURBED GRADE. (STAKING TO BE REMOVED ONE YEAR AFTER PLANTING.) ROOT FLARE SHALL BE PLANTED AT OR SLIGHTLY ABOVE FINAL GRADE (DUE TONURSERY PRACTICES, THIS MAY REQUIRE REMOVING SOIL FROM THE TOP OFTHE ROOT BALL TO LOCATE THE ROOT FLARE). 2"-3" FINE CHIPPED BARK MULCH, NOT MORE. DO NOT PLACE MULCH DIRECTLY AGAINST TRUNK. SCARIFY SUBGRADE TO 4". AMEND BACKFILL AS SPECIFIED, BREAK UP CLODS AND REMOVEDEBRIS AND STONES. PRUNE DAMAGED OR BROKEN BRANCHES. USE WIDE BELT-TYPE TREE TIES; DO NOT USE ROPE OR WIRE IN HOSESLEEVES. REUSABLE PERFORATED PLASTIC TREE WRAP (TO BE REMOVED ONEYEAR AFTER PLANTING). USE IF NECESSARY. SCARIFY SUBGRADE TO 4" 2" EARTH SAUCER. CUT & REMOVE ALL OF THE WIRE BASKET, EXCEPT THAT WHICH ISUNDER THE ROOT BALL. LEAVE NO BURLAP EXPOSED ABOVE THESOIL SURFACE. REMOVE BURLAP FROM THE TOP 1/2 OF ROOT BALL IFBURLAP IS MADE OF NATURAL FIBER. IF BURLAP IS PLASTIC ORTREATED, CUT AND REMOVE ALL BUT THAT WHICH IS UNDER THEROOT BALL.CUT & REMOVE ALL OF THE WIRE BASKET, EXCEPT THAT WHICH IS UNDER THE ROOT BALL. LEAVE NO BURLAP EXPOSED ABOVE THE SOIL SURFACE. REMOVE BURLAP FROM THE TOP 1/2 OF ROOT BALL IF BURLAP IS MADE OF NATURAL FIBER. IF BURLAP IS PLASTIC OR TREATED, CUTAND REMOVE ALL BUT THAT WHICH IS UNDER THE ROOT BALL. Lot 4 Planting & Rain Barrel Details South Village L-200 2"-3 FINE CHIPPED BARK MULCH, NO MORE. DO NOT COVERFOLIAGE. REFER TO SPECIFICATIONS. 18" MINIMUM PLANT BED DEPTH CONTAINING 2/3 TOPSOIL AND1/3 COMPOST MIX. UNDISTURBED OR COMPACTED SOIL. 7 TYPICAL PLANT BED/PLANTING AREA DETAIL LAWN EDGE LAWN PER PLAN, 1" REVEAL MAX3" MAX. NTS NTS NTS NTS NTS NTS REVISION DATE EXISTING GRADE EXISTING GRADE Revised as per City Comments 09/08/2010 L-200 L-200 L-200 L-200 L-200 L-200 L-200 L-200 11 RAIN BARREL INSTALLATION SCHEMATIC L-200 10 ECO RAIN FLAT-BACK BARREL L-200 QTY: SEE PLANS RAISED FLAT PLATFORM FOR GRAVITY FLOW FAUCET FOR WATER USE WATER OVERFLOW PLASTIC SCREEN FOR DEBRIS FILTERING DOWNSPOUT 1" RAINFALL EVENT RAIN BARREL NOTES: 1. EACH ROOF: 8000 SQUARE FEET/REQUIREMENT: EIGHT 50 GALBARRELS/BUILDING 2. WATER DISTRIBUTION: ROOF> GUTTER > RAIN BARREL> SOAKERHOSES> LANDSCAPE BEDS 3. CONDOMINIUM ASSOCIATION TO MANAGE REGULAR INSPECTION, CARE, MAINTENANCE, AND OPERATION OF THE SYSTEM & ELEMENTS. ECO RAIN FLAT-BACK BARREL: AVAILABLE FROM: GARDENERS ITEM NUMBER: 8595246 COLOR: BLACK STYLE: FLAT-BACK MATERIAL: Recycled plastic, polyethylene SIZE: 25" W x 19" deep x 36" H HOLDING CAPACITY: 50 gallons Revised Supplemental Rain Barrels 06/01/20 Prepared by T.J. Boyle Associates, LLC May 15, 2020 SOUTH VILLAGE LOT 4A: PLANTING SCHEDULE & COST OPINION Trees Qty.Code Scientific Name Common Name Size Spec Edible Notes wholesale installed 3 AT ACER Tartaricum Tartarian Red Maple 2" Cal.B&B 190.00$ 1,596.00$ 2 ATG ACER Tartaricum 'GarAnn'Hot Wings Maple 8'B&B clump, 6-7 stems 360.00$ 2,016.00$ 4 AxG AMELANCHIER x grandiflora Apple Serviceberry (Juneberry)6' Ht.B&B X clump, 6-7 stems 130.00$ 1,456.00$ 3 CM CORNUS mas 'Golden Glory'Cornelian Cherry 6' Ht.B&B X clump, 3-5 stems 190.00$ 1,596.00$ 1 GTIS GLEDITSIA t.i. 'Skyline'Skyline Honeylocust 2.5" Cal.B&B 275.00$ 770.00$ 2 MFJ MALUS 'Fuji'Fuji Fruiting Apple 2" Cal.B&B X 205.00$ 1,148.00$ 2 MMC MALUS 'McIntosh'McIntosh Fruiting Apple 2" Cal.B&B X 205.00$ 1,148.00$ 1 PG1 PICEA glauca White Spruce 8' Ht.B&B 210.00$ 588.00$ 1 PG2 PICEA glauca White Spruce 5' Ht.B&B 110.00$ 308.00$ 2 PMR PRUNUS x 'Mount Royal'Mount Royal Plum 2" Cal.B&B X 190.00$ 1,064.00$ 2 PxB PYRUS x 'Bartlett'Bartlett Pear 2" Cal.B&B X 190.00$ 1,064.00$ 1 PxS PYRUS x 'Seckel'Seckel Pear 2" Cal.B&B X 190.00$ 532.00$ 2 QR QUERCUS rubra Red Oak 2" Cal.B&B 245.00$ 1,372.00$ 20 TON THUJA occidentalis 'Nigra'Dark American Arborvitae 6' Ht.B&B 66.00$ 3,696.00$ Sub-Total 16,758.00$ Shrubs Qty.Code Scientific Name Common Name Size Spec Edible Notes wholesale installed 3 AAR AMELANCHIER alnifolia 'Regent'Regent Serviceberry 36" Ht.Cont.X 4' O.C.36.00$ 302.40$ 2 AAB ARONIA arbutifolia 'Brilliantissima'Brilliant Red Chokeberry 48" Ht.B&B 56.00$ 313.60$ 2 HS HIBISCUS syriacus spp.Rose of Sharon #5 Cont.X 27.00$ 151.20$ 5 PB PRUNUS besseyi Hansen's Bush Cherry 36" Ht.Cont.X 2' O.C.34.00$ 476.00$ 10 RBS RIBES 'Ben Sarek Black'Ben Sarek Black Currant 36" Ht.Cont.X 28.00$ 784.00$ 6 RCA RHODODENDRON ' catawbiense 'Album'Catawba Rhododendron 42" Ht.Cont.143.00$ 2,402.40$ 2 RER RHODODENDRON 'english Roseum'English Rose Rhododendron 48" Ht.Cont.185.00$ 1,036.00$ 10 RHR RIBES 'Hinnonmaki Red'Hinnomaki Red Gooseberry 36" Ht.Cont.X 28.00$ 784.00$ 4 RA RUBUS 'Arapaho'Arapaho Blackberry 30" Ht.Cont.X 27.00$ 302.40$ 8 RD RUBUS 'Darrow'Darrow 30" Ht.Cont.X 27.00$ 604.80$ 27 TMD TAXUS media 'Densiformis' Everlow Yew 42" Ht.B&B 3.5' O.C.73.00$ 5,518.80$ 13 TME TAXUS media 'Everlow' Everlow Yew 30" W.B&B 4'-3" O.C.45.00$ 1,638.00$ Sub-Total 14,313.60$ Groundcover & Grasses Qty.Code Scientific Name Common Name Size Spec Edible Notes wholesale installed 180 ABG AJUGA reptans 'Burgundy Glow'Burgundy Glow Bugleweed 8" Clump Cont.10" O.C.-$ -$ 12 CxA Calamagrostis × acutiflora 'Karl Foerster'Feather Reed Grass #2 Cont.Cont.-$ -$ 8 SN SORGHASTRUM nutans Indiangrass #5 Cont.Cont.-$ -$ 200 WT WALDSTEINIA ternata Barren Srawberry 2 Qt.Cont.10" O.C.-$ -$ Sub-Total -$ Perennials Qty.Code Scientific Name Common Name Size Spec Edible Notes wholesale installed 10 HSD HEMEROCCALLIS ' Stella d Oro'#2 Cont.-$ -$ PM Perennial & Hosta Mix #2 Cont.Cont.TO BE DETERMINED -$ -$ Sub-Total -$ 31,071.60$ GRAND TOTAL: Prepared by T.J. Boyle Associates, LLC May 15, 2020 SOUTH VILLAGE LOT 4B: PLANTING SCHEDULE & COST OPINION FOR TREES AND SHRUBS Trees Qty.Code Scientific Name Common Name Size Spec Edible Notes wholesale Installed 3 AT ACER Tartaricum Tartarian Maple 2" Cal.B&B single stem 190.00$ 1,596.00$ 3 ATG ACER Tartaricum 'GarAnn'Hot Wings Maple 8' Ht.B&B clump, 6-7 stems 360.00$ 3,024.00$ 2 AxG AMELANCHIER x grandiflora Apple Serviceberry (Juneberry)8' Ht.B&B X clump, 6-7 stems 320.00$ 1,792.00$ 3 CM CORNUS mas 'Golden Glory'Cornelian Cherry 8' Ht.B&B X clump, 3-5 stems 350.00$ 2,940.00$ 1 GSK GLEDITSIA t.i. 'Streetkeeper'Streetkeeper Honeylocust 2.5" Cal.B&B 275.00$ 770.00$ 2 MFJ MALUS 'Fuji'Fuji Fruiting Apple 2" Cal.B&B X 205.00$ 1,148.00$ 2 MMC MALUS 'McIntosh'McIntosh Fruiting Apple 2" Cal.B&B X 205.00$ 1,148.00$ 1 PG1 PICEA glauca White Spruce 8' Ht.B&B 210.00$ 588.00$ 1 PG2 PICEA glauca White Spruce 5' Ht.B&B 110.00$ 308.00$ 2 PMR PRUNUS x 'Mount Royal'Mount Royal Plum 2" Cal.B&B X 190.00$ 1,064.00$ 2 PxB PYRUS x 'Bartlett'Bartlett Pear 2.5" Cal.B&B X 255.00$ 1,428.00$ 1 PxS PYRUS x 'Seckel'Seckel Pear 2.5" Cal.B&B X 255.00$ 714.00$ Sub-Total 16,520.00$ Shrubs Qty.Code Scientific Name Common Name Size Spec Edible Notes wholesale Installed 3 AAR AMELANCHIER alnifolia 'Regent'Regent Serviceberry 36" Ht.Cont.X 4' O.C.36.00$ 302.40$ 3 AAB ARONIA arbutifolia 'Brilliantissima'Brilliant Red Chokeberry 48" Ht.B&B 56.00$ 470.40$ 8 FNH FORSYTHIA 'New Hampshire Gold'New Hampshire Gold Forsythia 4' Ht.B&B X 30.00$ 672.00$ 1 HS HIBISCUS syriacus spp.Rose of Sharon #5 Cont.X 27.00$ 75.60$ 15 PB PRUNUS besseyi Hansen's Bush Cherry 42" Ht.Cont.X 2' O.C.42.00$ 1,764.00$ 6 RCA RHODODENDRON ' catawbiense 'Album'Catawba Rhododendron 42" Ht.Cont.143.00$ 2,402.40$ 2 RER RHODODENDRON 'english Roseum'English Rose Rhododendron 48" Ht.Cont.185.00$ 1,036.00$ 10 RBS RIBES nigrum 'Ben Sarek'Ben Sarek Black Currant 36" Ht.Cont.X 28.00$ 784.00$ 10 RHR RIBES 'Hinnonmaki Red'Hinnomaki Red Gooseberry 36" Ht.Cont.X 28.00$ 784.00$ 21 TMD TAXUS media 'Densiformis' Dense Yew 42" Ht.B&B 3.5' O.C.73.00$ 4,292.40$ 10 TME TAXUS media 'Everlow' Everlow Yew 30" W.B&B 4'-3" O.C.45.00$ 1,260.00$ Sub-Total 14,372.40$ Groundcovers & Grasses Qty.Code Scientific Name Common Name Size Spec Edible Notes wholesale Installed 220 ABG AJUGA reptans 'Burgundy Glow'Burgundy Glow Bugleweed 8" Clump Cont.10" O.C.-$ -$ 8 SN SORGHASTRUM nutans Indiangrass #5 Cont.Cont.2' O.C.-$ -$ 130 WT WALDSTEINIA ternata Barren Srawberry 2 Qt.Cont.10" O.C.-$ -$ Sub-Total -$ Perennials Qty.Code Scientific Name Common Name Size Spec Edible Notes wholesale Installed 10 HSD HEMEROCCALLIS ' Stella d Oro'#2 Cont.-$ -$ PM Perennial & Hosta Mix #2 Cont.Cont.TO BE DETERMINED -$ -$ Sub-Total -$ GRAND TOTAL:30,892.40$ W W W WWWWWWWWW W W W WW S15' WIDE SNOW STORAGE EASEMENT UEUEUEDEWEY PLACE W. FISHER LANE FLANDERS LANEAIKEN ST.CHIPMAN STREE T1ST FLOOR EL. 378.6GARAGE LEVEL EL. 367.61ST FLOOR EL. 381.0GARAGE LEVEL EL. 370.0UE 4A 4B SDSM DSM MAB WS1 05/15/2020 TRUCK TRUNING WORKSHEET LOTS 4A & 4B A C CIVIL ENGINEERING ASSOCIATES, INC. E 10 MANSFIELD VIEW LANE, SOUTH BURLINGTON, VT 05403 P: 802-864-2323 FAX: 802-864-2271 web: www.cea-vt.com 05/18/20 DSM REVISE LADDER TRUCK 1. UTILITIES SHOWN DO NOT PURPORT TO CONSTITUTE OR REPRESENT ALL UTILITIES LOCATED UPON OR ADJACENT TO THE SURVEYED PREMISES. EXISTING UTILITY LOCATIONS ARE APPROXIMATE ONLY. THE CONTRACTOR SHALL FIELD VERIFY ALL UTILITY CONFLICTS. ALL DISCREPANCIES SHALL BE REPORTED TO THE ENGINEER. THE CONTRACTOR SHALL CONTACT DIG SAFE (888-344-7233) PRIOR TO ANY CONSTRUCTION. IN ADDITION, THE CONTRACTOR SHALL HIRE A PRIVATE UTILITY LOCATING FIRM TO LOCATE OWNER OWNED UNDERGROUND UTILITIES PRIOR TO START OF ANY EXCAVATION. 2. ALL EXISTING UTILITIES NOT INCORPORATED INTO THE FINAL DESIGN SHALL BE REMOVED OR ABANDONED AS INDICATED ON THE PLANS OR DIRECTED BY THE ENGINEER. 3. THE CONTRACTOR SHALL MAINTAIN AS-BUILT PLANS (WITH TIES) FOR ALL UNDERGROUND UTILITIES. THOSE PLANS SHALL BE SUBMITTED TO THE OWNER AT THE COMPLETION OF THE PROJECT. 4. THE CONTRACTOR SHALL REPAIR/RESTORE ALL DISTURBED AREAS (ON OR OFF THE SITE) AS A DIRECT OR INDIRECT RESULT OF THE CONSTRUCTION. 5. ALL GRASSED AREAS SHALL BE MAINTAINED UNTIL FULL VEGETATION IS ESTABLISHED. 6. MAINTAIN ALL TREES OUTSIDE OF CONSTRUCTION LIMITS. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK NECESSARY FOR COMPLETE AND OPERABLE FACILITIES AND UTILITIES. 8. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ALL ITEMS AND MATERIALS INCORPORATED INTO THE SITE WORK. WORK SHALL NOT BEGIN ON ANY ITEM UNTIL SHOP DRAWING APPROVAL IS GRANTED. 9. IN ADDITION TO THE REQUIREMENTS SET IN THESE PLANS AND SPECIFICATIONS, THE CONTRACTOR SHALL COMPLETE THE WORK IN ACCORDANCE WITH ALL PERMIT CONDITIONS AND ANY LOCAL PUBLIC WORKS STANDARDS. 10. THE TOLERANCE FOR FINISH GRADES FOR ALL PAVEMENT, WALKWAYS AND LAWN AREAS SHALL BE 0.1 FEET. UNLESS NOTED OTHERWISE, ALL EXISTING MANHOLE COVERS, VALVES, CURB STOPS AND OTHER ITEMS TO REMAIN SHALL BE ADJUSTED TO THE NEW FINISH GRADE. 11. ANY DEWATERING NECESSARY FOR THE COMPLETION OF THE SITEWORK SHALL BE CONSIDERED AS PART OF THE CONTRACT AND SHALL BE THE CONTRACTOR'S RESPONSIBILITY. 12. THE CONTRACTOR SHALL COORDINATE ALL WORK WITHIN TOWN ROAD R.O.W. WITH TOWN AUTHORITIES. 13. THE CONTRACTOR SHALL INSTALL THE ELECTRICAL, CABLE AND TELEPHONE SERVICES IN ACCORDANCE WITH THE UTILITY COMPANIES REQUIREMENTS. 14. EXISTING PAVEMENT AND TREE STUMPS TO BE REMOVED SHALL BE DISPOSED OF AT AN APPROVED OFF-SITE LOCATION. ALL PAVEMENT CUTS SHALL BE MADE WITH A PAVEMENT SAW. 15. IF THERE ARE ANY CONFLICTS OR INCONSISTENCIES WITH THE PLANS OR SPECIFICATIONS, THE CONTRACTOR SHALL CONTACT THE ENGINEER FOR VERIFICATION BEFORE WORK CONTINUES ON THE ITEM IN QUESTION. 16. PROPERTY LINE INFORMATION IS BASED ON RECORDED PLAT ENTITLED " PHASE I SUBDIVISION PLAT" PREPARED BY CIVIL ENGINEERING ASSOCIATES, INC. DATED JULY, 2004 REVISED 02-26-15. tHIS PLAN IS NOT A BOUNDARY SURVEY AND IS NOT INTENDED TO BE USED AS ONE. 17. IF THE BUILDING IS TO BE SPRINKLERED, BACKFLOW PREVENTION SHALL BE PROVIDED IN ACCORDANCE WITH AWWA M14. THE SITE CONTRACTOR SHALL CONSTRUCT THE WATER LINE TO TWO FEET ABOVE THE FINISHED FLOOR. SEE MECHANICAL PLANS FOR RISER DETAIL. 18. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING TESTING AND INSPECTION SERVICES INDICATED IN THE CONTRACT DOCUMENTS, TYPICAL FOR CONCRETE AND SOIL TESTING. 19. THE CONTRACTOR IS RESPONSIBLE FOR ALL LAYOUT AND FIELD ENGINEERING REQUIRED FOR COMPLETION OF THE PROJECT. CIVIL ENGINEERING ASSOCIATES WILL PROVIDE AN AUTOCAD FILE WHERE APPLICABLE. 20. THE OWNER SHALL BE RESPONSIBLE FOR THE INSTALLATION OF ANY AND ALL SAFETY FENCES OR RAILS ABOVE EXISTING AND PROPOSED WALLS. THE OWNER SHALL VERIFY LOCAL, STATE AND INSURANCE REQUIREMENT GUIDELINES FOR THE INSTALLATION AND VERIFY ANY AND ALL PERMITTING REQUIREMENTS. GENERAL NOTES 1" = 30' 10146 AIKEN STREET SOUTH BURLINGTON, VT SOUTH VILLAGE COMMUNITIES, LLC. LEGEND UE G ST S W 100 EXISTING CONTOUR EXISTING CURB EXISTING GRAVEL EXISTING PAVEMENT EXISTING SWALE EXISTING ELECTRIC EXISTING GAS EXISTING STORM EXISTING GRAVITY SEWER EXISTING WATER EXISTING SEWER MANHOLE EXISTING STORM MANHOLE EXISTING CATCH BASIN EXISTING HYDRANT EXISTING SHUT OFF EXISTING UTILITY POLE EXISTING LIGHT POLE EXISTING GUY WIRE/POLE EXISTING SIGN EXISTING DECIDUOUS TREE EXISTING CONIFEROUS TREE EDGE OF BRUSH/WOODS APPROXIMATE SETBACK LINE APPROXIMATE PROPERTY LINE IRON ROD/PIPE FOUND S D G ST S W UE PROPOSED CURB PROPOSED PAVEMENT PROPOSED UNDERGROUND ELECTRIC PROPOSED GAS PROPOSED STORM PROPOSED GRAVITY SEWER PROPOSED WATER S PROPOSED SEWER MANHOLE D PROPOSED STORM MANHOLE PROPOSED CATCH BASIN PROPOSED SIGN PROPOSED YARD DRAIN P:\AutoCADD Projects\2010\10146\dwg\10146-LOT 4A-4B-2019.dwg, 5/18/2020 2:45:49 PM, DWG To PDF.pc3 1 Marla Keene From:Robin Jeffers <robin@SDIRELAND.COM> Sent:Tuesday, May 19, 2020 6:02 PM To:Robin Jeffers Subject:FW: Bryan Fosters Letter response- Dear Marla Keene and DRB, We are writing in response to the letter submitted by Bryan Foster. Skipping right to key points; 1) Misled by Developers; 2) Traffic Safety 3) Three story height RE #1 We’re grateful Residents acknowledge these two 12‐plex buildings were approved per Master Plat. For the record, all Plats, recorded and proposed have always shown these two 12‐plex multi‐family buildings at Aiken St, including Master Plat labeled MP 1 distributed to all homeowners with their Common Interest Community documents at the time of their purchase and sale agreement engagement, as required by VT Statute. There should be no buyers not apprised of this intention, unless they chose not to read through those legal documents. We have consistently over the past decade or more shared intentions of these two 12‐ plex buildings in presentations and public hearings and more recently in conjunction with the Staff and DRB requested Affordability Plan. There was only a brief slice of time when we explored different concepts which never materialized, we were honest is sharing that’s what they were. Most recently, since fall and over the winter, in all three public hearings for the Affordable Plan, the two 12‐plex were consistently represented on the plans. They’ve been viewed by many residents as was evident by the many residents who participated in those public hearings. None of those residents had any concerns about the 12 plexes. Many residents have communicated to us, they acknowledge they were and remain a viable and accepted option and were good planning in achieving the 321 ‘ Affordable Plan’ success. We also have residents who have been waiting for these buildings to be built so they can move into a one level home and still remain at South Village. RE#2 Traffic; South Village traffic approvals incorporate approvals for 344 units and a 100 student school and the Farm. With the recent approval of the Affordable Plan, overall units were reduced to 321 and the 100 student school use was eliminated, both greatly reducing traffic in the neighborhood. We maintain that the traffic impacts are reduced by our recent applications and approvals and this was validated in the recent traffic studies for the recent negation of need for a left hand turn from Spear St into S. Jefferson Rd. The traffic studies updated at that time which was only a few month ago, concluded that 2 overall trips were less than originally scoped for the Master Plan. At present, unit reduction and the school elimination, are further reducing impacts. The Lot 4s have always been anticipated to have 24 units and our onsite parking meets parking needs for inhabitants. The Master Plan covered this scope. Lots 5 and 5A are approved building lots and always have been and are needed in order to reach out required overall density and affordability plans. RE#3 Height; The three story design has been shared since the projects onset and has previously received Master Plan approval, two separate DRB Site Plan Approvals and even an Architectural Design Review Board approval (when there was one) The height allows us to build 12 units in each building which enables us to meet the density requirements we have agreed to in the Affordable Plan and for the overall requirement of South Village to produce 321 unit, of 295 market rate and 26 Affordable Units. These buildings are designed in the South Village vernacular with a mix of clapboard, shakes and stone, and will be sited with significant landscaping, with Oaks and evergreens softening the boundaries of the adjacent lots. The previous DRB & ARB reviews and approvals have also lead to the buildings being complemented by glazing, balcony’s, and variation of the building planes to offer a visually appealing structures. We believe the buildings will not only be visually pleasing, but will provide a long awaited offering of a needed unit type, flats serviced by a central elevator to provide a home for folks who need or prefer a home without stairs. This style of home has been in demand for years and we’re looking forward to filling the need in our community. Lastly, we acknowledge the lots being vacant and some of the last to be developed is a change for folks who are used to, and likely have become accustomed to, them being vacant, and understand they might not like the thought of them being developed, but it is with certainty that we shared, that their development has always been on the plate and disclosed in all Common Interest Community documents. Respectfully, Rj Robin Jeffers S D Ireland PO Box 2286 S. Burlington, VT 05407 802‐863‐6222 Cell: 802‐316‐6004 robin@sdireland.com Be well. Be kind. Be caring to self and all others.