An application was received from Anthony Papatonis, requesting permission for a curb cut at the premises numbered 159 Allston Street; said petition has received approval from Inspectional Services, Traffic, Parking and Transportation, Historical Commission and Public Works. Response has been received from the neighborhood association. CHARTER RIGHT EXERCISED BY COUNCILLOR CARLONE IN COUNCIL OCTOBER 5, 2020

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General Information Attestation Attachments (12) Curb Cut 78240 Status: Active Submitted: Jun 24, 2020 Applicant Anthony Papantonis [phone removed] or [phone removed] [email removed] Location 159 Allston St Cambridge, MA 02139 Frontage (in feet) 43 Setback - distance from building to sidewalk (in feet) 8 Distance from proposed driveway to surrounding structures and property line (in feet) 0.5 Length of proposed driveway (in feet) 95 Width of proposed driveway (in feet) 10 Size of proposed driveway (square feet) 950 Location of any trees, sign posts, fire hydrants, utility poles, etc., in direct vicinity of proposed driveway Existing utility pole located at the opposite corner of the property line (front) and an existing "no parking/street sweeping" sign located 15' from the left corner of the proposed (new) curb cut. See attached photo's. Full Name Anthony N. Papantonis Date 06/24/2020 pdf pdf pdf pdf pdf pdf pdf pdf pdf Certified Plot Plan (survey) Jun 24, 2020 Abutters Forms Jun 24, 2020 Plan of Requested Conditions Jun 24, 2020 Photographs of the property Jun 24, 2020 Photo Two.pdf Jun 24, 2020 Photo Three.pdf Jun 24, 2020 McPhail Lot Survey.pdf Jun 24, 2020 BZA Approval.pdf Jun 24, 2020 BZA Registry of Deeds 1.pdf Jun 24, 2020 Page 1 of 2 8/31/2020 https://cambridgema.viewpointcloud.io/

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Timeline pdf pdf pdf BZA Registry of Deeds 2.pdf Jun 24, 2020 BZA Registry of Deeds 3.pdf Jun 24, 2020 Updated C101 Plan.pdf Aug 14, 2020 Original Submission Status: Issued June 24th 2020, 12:28 pm Review for Completeness Status: Completed August 14th 2020, 10:52 am Assignee: Sean O'Grady Sean O'Grady June 24th 2020, 1:30:27 pm Your parking special permit is conditioned on conformance with the plans shown the Board of Zoning Appeal, except that there be two, rather than three, parking spaces. Please provide a conforming plan. Anthony Papantonis August 14th 2020, 10:00:54 am Sean, I uploaded a revised C101 Layout Plan that is in conformance with BZA approval (showing two parking spaces) for your review and approval. Please feel free to call with any questions at [phone removed]. Thank you. Zoning Review Status: Completed August 14th 2020, 10:52 am Assignee: Sean O'Grady City Clerk Review Status: In Progress Assignee: Lori Perez Traffic & Parking Department Review Status: Pending Department of Public Works Review Status: Pending City Clerk Review for City Council Agenda Status: Pending City Council Approval Status: Pending Department of Public Works - Next Steps Status: Pending Page 2 of 2 8/31/2020 https://cambridgema.viewpointcloud.io/

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SHEET PROJECT PROJECT: SCALE DRAWN DATE SUBJECT THIS DESIGN AND THE DRAWINGS THEREFORE, PREPARED FOR THIS PROJECT, ARE THE PROPERTY OF THE ARCHITECT, GREENSTAXX LLC., AND, THE DESIGN AND/OR DRAWINGS MAY NOT BE USED IN WHOLE OR IN PART FOR ANY USE OTHER THAN FOR THE ORIGINAL PROJECT FOR WHICH THE DESIGN AND/OR DRAWINGS WERE PREPARED, WITHOUT THE EXPRESSED WRITTEN PERMISSION OF THE ARCHITECT, GREENSTAXX LLC. NO BUILDING PERMIT SHALL BE ISSUED BY ANY BUILDING DEPARTMENT, UNLESS THIS DOCUMENT BEARS THE ORIGINAL SEAL AND SIGNATURE OF THE ARCHITECT, GREENSTAXX LLC. Unpublished work ©/Copyright 2016 Oaktree-GSX LLC Project Number 09/04/19 Author Cover Sheet 159 Allston St Approver 0 REV. NO DESCRIPTION OF REV. REV. DATE 159 Allston Street Client- Geraldine Small and Edward Small Area Schedule (Gross Building) Name Area Type Level & Type Back Porch Area 98 SF Open Space L1 Back Yard 518 SF Open Space L1 Side Yard 538 SF Open Space L1 Level 1 Entrance Area 108 SF L1 Ramp Area 136 SF L1 Driveway/ Parking 1310 SF L1 TD Level 1 1365 SF L1 Gross TD Level 2 1423 SF L2 Gross TD Level 3 1423 SF L3 Gross

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DN 10' - 6" 8' - 0" 8' - 0" 8' - 0" 16' - 10" 6' - 9" 43' - 6" 43' - 0" 6' - 2" 3' - 9" 9' - 3" 4' - 0" 4' - 0" 6' - 0" RIGHT OF WAY PERMEABLE PAVERS 151 Allston +25" +19" 167 Allston +23" 8.3% Slope 8.3% Slope +44" PATIO +37" +30" +22" 17' - 1" 18' - 1" 15' - 0" 54' - 5" 48' - 9" 26' - 4" 10' - 9" 4' - 5" 12' - 4" 1' - 6" 5' - 0" SHEET PROJECT PROJECT: SCALE DRAWN DATE SUBJECT THIS DESIGN AND THE DRAWINGS THEREFORE, PREPARED FOR THIS PROJECT, ARE THE PROPERTY OF THE ARCHITECT, GREENSTAXX LLC., AND, THE DESIGN AND/OR DRAWINGS MAY NOT BE USED IN WHOLE OR IN PART FOR ANY USE OTHER THAN FOR THE ORIGINAL PROJECT FOR WHICH THE DESIGN AND/OR DRAWINGS WERE PREPARED, WITHOUT THE EXPRESSED WRITTEN PERMISSION OF THE ARCHITECT, GREENSTAXX LLC. NO BUILDING PERMIT SHALL BE ISSUED BY ANY BUILDING DEPARTMENT, UNLESS THIS DOCUMENT BEARS THE ORIGINAL SEAL AND SIGNATURE OF THE ARCHITECT, GREENSTAXX LLC. Unpublished work ©/Copyright 2016 Oaktree-GSX LLC 3/32" = 1'-0" Project Number 08/06/19 Author Site Measurements 159 Allston St Approver A103 REV. NO DESCRIPTION OF REV. REV. DATE 3/32" = 1'-0" 1 Site 1 Area Schedule (Gross Building) Name Area Type Level & Type Back Porch Area 98 SF Open Space L1 Back Yard 518 SF Open Space L1 Side Yard 538 SF Open Space L1 Level 1 Entrance Area 108 SF L1 Ramp Area 136 SF L1 Driveway/ Parking 1310 SF L1 TD Level 1 1365 SF L1 Gross TD Level 2 1423 SF L2 Gross TD Level 3 1423 SF L3 Gross

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E E E E E E E E S S S N52°38'02"W 16.80' S39°06'23"W 7.00' S75°14'27"W 43.70' S38°31'29"W 68.50' S52°38'02"E 43.00' N38°31'29"E 110.00' GATE GATE N/F CAMBRIDGE COMMUNITY HOUSING, INC. BK. 24029 PG. 88 3 STORY WOOD NO. 151-157 N/F ALBERTO ABADIE BK. 47781 PG. 108 N/F TRACY P. VERA, TRUSTEE OF ALLSTON STREET TRUST BK. 24881 PG. 453 N/F TRACY P. VERA, TRUSTEE OF 169 ALLSTON STREET REALTY TRUST BK. 56436 PG. 6 3 STORY WOOD NO. 163 3 STORY WOOD NO. 169 BIT. CONC. PAVEMENT BIT. CONC. PAVEMENT WINDOW WELL (TYP) WOOD FENCE PATIO CHAIN LINK FENCE COMMON RIGHT OF WAY PLAN 511 OF 1953 SEWER CLEANOUT R=22.91 STONE PAVERS CHAIN LINK FENCE DRILL HOLE FOUND DRILL HOLE FOUND O S W GG HH HH GG GG O S W 23.13 23.16 23.26 23.05 23.10 23.22 23.02 22.95 22 86 22.93 23.08 23.11 22.84 22.68 22.80 23.1 23.14 BENCHMARK OWER CORNER CONCRETE STEP TY OF DATUM) 22.76 22.80 22.76 22.74 23.22 23.23 23.11 22.71 22.76 22.70 22.67 22.66 22.39 22.80 22.8 22.83 22.71 22.86 23.01 23.23 23.1 22.93 22.78 22.65 22.6 22.67 GAS METER 23.5 22.60 D 22.62 22.25 22.22 22.5 22.2 21.9 22.0 22.3 22.3 22.62 23.01 22.71 22.70 GAS METER 22.70 ELECTRIC METER DN 8' - 0" 8' - 0" 8' - 0" SHEET PROJECT PROJECT: SCALE DRAWN DATE SUBJECT THIS DESIGN AND THE DRAWINGS THEREFORE, PREPARED FOR THIS PROJECT, ARE THE PROPERTY OF THE ARCHITECT, GREENSTAXX LLC., AND, THE DESIGN AND/OR DRAWINGS MAY NOT BE USED IN WHOLE OR IN PART FOR ANY USE OTHER THAN FOR THE ORIGINAL PROJECT FOR WHICH THE DESIGN AND/OR DRAWINGS WERE PREPARED, WITHOUT THE EXPRESSED WRITTEN PERMISSION OF THE ARCHITECT, GREENSTAXX LLC. NO BUILDING PERMIT SHALL BE ISSUED BY ANY BUILDING DEPARTMENT, UNLESS THIS DOCUMENT BEARS THE ORIGINAL SEAL AND SIGNATURE OF THE ARCHITECT, GREENSTAXX LLC. Unpublished work ©/Copyright 2016 Oaktree-GSX LLC 1/16" = 1'-0" Project Number 08/13/19 Author Site Survey and Building 159 Allston St Approver A104 REV. NO DESCRIPTION OF REV. REV. DATE 1/16" = 1'-0" 1 Site 2

ALLSTON STREET S DOM FIRE D D D D D D INSP ETC D D D D D ARBORRITAE BUSHES (BETWEEN BOULDERS) SEE LANDSCAPE PLAN WYE SEWER SERVICE CONNECTION INV=14.6 (INVERT TO BE CONFIRMED BY CONTRACTOR) TRENCH INFILTRATION GALLEY CULTEC CHAMBER (17.5'X11.67'X4.04) INV. IN=20.80 INV. OUT(1) =19.06 (3" CPE) INV. OUT (2) = 20.20 (6" CPE) BOTTOM OF CHAMBER=18.56 BOTTOM OF STONE=16.56 INSPECTION PORT DMH 1 R=22.69 INV.IN=19.02 (3") INV.IN=20.16 (6") INV.OUT=18.60 (6") POROUS BITUMINOUS ASPHALT PAVEMENT PERMEABLE PAVERS CUT & CAP 3 C501 WATER SERVICE CONNECTION DARK STONE SEE LANDSCAPE PLANS INSERT-A-TEE DRAINAGE CONNECTION INV=17.70 CEMENT CONCRETE SIDEWALK INV=20.93 2 C501 1 C501 9 C501 1 C101 5 C501 4 C501 6 C501 11 C501 BOLLARD TYP. SEE LANDSCAPE PLANS REMOVE EXIST. CURB AREA DRAIN 3 R=22.55 INV.IN=20.82 (4") INV.OUT=20.72 (4") 8 C501 AREA DRAIN 2 R=22.80 INV.IN=21.10 (4") INV.OUT=21.20 (4") 8 C501 AREA DRAIN 1 R=22.97 INV=21.48 (4") 8 C501 RESET VERTICAL GRANITE CURB 10 C501 PROP. 2 STAIRS @6.5" EO 23.18 23.27 24.40 24.08 23.83 23.73 23.69 23.14 23.21 23.10 23.10 22.90 22.60 22.35 22.17 22.54 22.82 22.70 22.70 22.75 22.86 23.10 22.80 22.80 22.74 22.80 23.79 22.90 STANDARD PARKING STALL (TYP) 13 C501 VERTICAL GRANITE CURB9 C501 CONCRETE PAVERS SET IN GRAVEL SEE LANDSCAPE PLANS GRAVEL SEE LANDSCAPE PLANS BBQ DECK CONCRETE PAVERS SEE LANDSCAPE PLANS "CAPE COD" CURB (BITUMINOUS) BIKE RACKS SEE LANDSCAPE PLANS TREX STYLE PLANKS ON RAMP SEE LANDSCAPE PLANS INV=15.17 POROUS BITUMINOUS ASPHALT PAVEMENT 1 C101 TRASH AREA 17.1' 8.0' 8.0' 10.0' BUSHES & BOULDERS SEE LANDSCAPE PLANS 7 C501 23.00 23.10 22.86 22.95 LIMIT OF 1" MILL AND OVERLAY LIMIT OF 1" MILL AND OVERLAY DR BY: CHK BY: PROJ NO: DATE: SCALE: SHT NO: SHEET NAME: STAMP: REV DESCRIPTION DATE PROJECT INFO PROJECT TEAM NORTH 159 Allston Street Cambridge, MA 1. DPW REVIEW 7/7/20 2. PARKING SP. REMOVED 8/12/20 LAYOUT & MATERIALS PLAN C101 GS SS 2019-084 03/06/2020 1"=10' 10 SCALE: 1" = 10' 0 20 30 40 LEGEND DRAIN LINE ELECTRIC, TEL. & CABLE LINE FIRE SUPRESSION LINE GAS LINE SEWER LINE ETC D FIRE GAS S 16.38 SPOT GRADE W.G. WATER GATE G.G. GAS GATE TEST PIT DOMESTIC WATER LINE DOM EXISTING: PROPOSED: STOCKADE CONTOUR WV 32 TC,BC TW,BW CONIFEROUS TREE T TELEPHONE MANHOLE COMBINED SEWER & DRAIN CS STEAM LINE ST OHW ELECTRIC LINE T DRAIN LINE GAS LINE WATER LINE D W G S SANITARY SEWER TELEPHONE LINE MAIL BOX TRAFFIC SIGNAL PARKING METER WASTE BASKET ELECTRIC MANHOLE E D S DRAIN MANHOLE SANITARY MANHOLE U WG GG WATER GATE DECIDUOUS TREE FIRE HYDRANT CATCH BASIN PLANTER 20.85 + SPOT GRADE UTILITY POLE GAS GATE UNKNOWN MANHOLE MB PM WB TS TOP OF CURB, BOTTOM OF CURB TOP OF WALL, BOTTOM OF WALL INSPECTION PORT CLEAN OUT PIPE MATERIALS: SANITARY SEWER: 6" PVC ASTM D3034-SDR 35. WATER: DOMESTIC: TO BE CONFIRMED BY MEP. FIRE: TO BE CONFIRMED BY MEP. ALL WATER LINES SHALL HAVE A MINIMUM OF 5 FEET OF COVER. 4" POROUS ASPHALT LAYER UNCOMPACTED SUBGRADE 4" LAYER OF 3/4" CRUSHED STONE 8" LAYER OF OPEN GRADED 4" LAYER OF 3/4" CRUSHED STONE RESERVOIR SUBBASE 20" NOTES: 1. CONTRACTOR SHALL NOT COMPACT SUBGRADE MATERIALS BELOW AREAS OF POROUS PAVEMENT. 2. SEE OPERATION AND MAINTENANCE PLAN FOR MAINTENANCE REQUIREMENTS OF POROUS PAVEMENT AREAS. NOT TO SCALE POROUS BITUMINOUS ASPHALT PAVEMENT 1

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ALLSTON STREET S DOM FIRE D D D D D D INSP ETC D D D D D ARBORRITAE BUSHES (BETWEEN BOULDERS) SEE LANDSCAPE PLAN WYE SEWER SERVICE CONNECTION INV=14.6 (INVERT TO BE CONFIRMED BY CONTRACTOR) TRENCH INFILTRATION GALLEY CULTEC CHAMBER (17.5'X11.67'X4.04) INV. IN=20.80 INV. OUT(1) =19.06 (3" CPE) INV. OUT (2) = 20.20 (6" CPE) BOTTOM OF CHAMBER=18.56 BOTTOM OF STONE=16.56 INSPECTION PORT DMH 1 R=22.69 INV.IN=19.02 (3") INV.IN=20.16 (6") INV.OUT=18.60 (6") POROUS BITUMINOUS ASPHALT PAVEMENT PERMEABLE PAVERS CUT & CAP 3 C501 WATER SERVICE CONNECTION DARK STONE SEE LANDSCAPE PLANS INSERT-A-TEE DRAINAGE CONNECTION INV=17.70 CEMENT CONCRETE SIDEWALK INV=20.93 2 C501 1 C501 9 C501 1 C101 5 C501 4 C501 6 C501 11 C501 BOLLARD TYP. SEE LANDSCAPE PLANS REMOVE EXIST. CURB AREA DRAIN 3 R=22.55 INV.IN=20.82 (4") INV.OUT=20.72 (4") 8 C501 AREA DRAIN 2 R=22.80 INV.IN=21.10 (4") INV.OUT=21.20 (4") 8 C501 AREA DRAIN 1 R=22.97 INV=21.48 (4") 8 C501 RESET VERTICAL GRANITE CURB 10 C501 PROP. 2 STAIRS @6.5" EO 23.18 23.27 24.40 24.08 23.83 23.73 23.69 23.14 23.21 23.10 23.10 22.90 22.60 22.35 22.17 22.54 22.82 22.70 22.70 22.75 22.86 23.10 22.80 22.80 22.74 22.80 23.79 22.90 STANDARD PARKING STALL (TYP) 13 C501 VERTICAL GRANITE CURB9 C501 CONCRETE PAVERS SET IN GRAVEL SEE LANDSCAPE PLANS GRAVEL SEE LANDSCAPE PLANS BBQ DECK CONCRETE PAVERS SEE LANDSCAPE PLANS "CAPE COD" CURB (BITUMINOUS) BIKE RACKS SEE LANDSCAPE PLANS TREX STYLE PLANKS ON RAMP SEE LANDSCAPE PLANS INV=15.17 POROUS BITUMINOUS ASPHALT PAVEMENT 1 C101 TRASH AREA 17.1' 8.0' 8.0' 10.0' BUSHES & BOULDERS SEE LANDSCAPE PLANS 7 C501 23.00 23.10 22.86 22.95 LIMIT OF 1" MILL AND OVERLAY LIMIT OF 1" MILL AND OVERLAY DR BY: CHK BY: PROJ NO: DATE: SCALE: SHT NO: SHEET NAME: STAMP: REV DESCRIPTION DATE PROJECT INFO PROJECT TEAM NORTH 159 Allston Street Cambridge, MA 1. DPW REVIEW 7/7/20 2. PARKING SP. REMOVED 8/12/20 LAYOUT & MATERIALS PLAN C101 GS SS 2019-084 03/06/2020 1"=10' 10 SCALE: 1" = 10' 0 20 30 40 LEGEND DRAIN LINE ELECTRIC, TEL. & CABLE LINE FIRE SUPRESSION LINE GAS LINE SEWER LINE ETC D FIRE GAS S 16.38 SPOT GRADE W.G. WATER GATE G.G. GAS GATE TEST PIT DOMESTIC WATER LINE DOM EXISTING: PROPOSED: STOCKADE CONTOUR WV 32 TC,BC TW,BW CONIFEROUS TREE T TELEPHONE MANHOLE COMBINED SEWER & DRAIN CS STEAM LINE ST OHW ELECTRIC LINE T DRAIN LINE GAS LINE WATER LINE D W G S SANITARY SEWER TELEPHONE LINE MAIL BOX TRAFFIC SIGNAL PARKING METER WASTE BASKET ELECTRIC MANHOLE E D S DRAIN MANHOLE SANITARY MANHOLE U WG GG WATER GATE DECIDUOUS TREE FIRE HYDRANT CATCH BASIN PLANTER 20.85 + SPOT GRADE UTILITY POLE GAS GATE UNKNOWN MANHOLE MB PM WB TS TOP OF CURB, BOTTOM OF CURB TOP OF WALL, BOTTOM OF WALL INSPECTION PORT CLEAN OUT PIPE MATERIALS: SANITARY SEWER: 6" PVC ASTM D3034-SDR 35. WATER: DOMESTIC: TO BE CONFIRMED BY MEP. FIRE: TO BE CONFIRMED BY MEP. ALL WATER LINES SHALL HAVE A MINIMUM OF 5 FEET OF COVER. 4" POROUS ASPHALT LAYER UNCOMPACTED SUBGRADE 4" LAYER OF 3/4" CRUSHED STONE 8" LAYER OF OPEN GRADED 4" LAYER OF 3/4" CRUSHED STONE RESERVOIR SUBBASE 20" NOTES: 1. CONTRACTOR SHALL NOT COMPACT SUBGRADE MATERIALS BELOW AREAS OF POROUS PAVEMENT. 2. SEE OPERATION AND MAINTENANCE PLAN FOR MAINTENANCE REQUIREMENTS OF POROUS PAVEMENT AREAS. NOT TO SCALE POROUS BITUMINOUS ASPHALT PAVEMENT 1

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