An application was received from Paulo Correia, requesting permission for a curb cut at the premises numbered 851 Cambridge Street; said petition has received approval from Inspectional Services, Traffic, Parking and Transportation, Historical Commission and Public Works. No response has been received from the neighborhood association. CHARTER RIGHT EXERCISED BY COUNCILLOR TOOMEY IN COUNCIL SEPTEMBER 13, 2021 PLACED ON THE TABLE BY COUNCILLOR TOOMEY IN COUNCIL SEPTEMBER 20, 2021

General Information Attestation Curb Cut 106676 Submitted On: Jan 26, 2021 Applicant Paulo Correia [phone removed] [email removed] Location 851 Cambridge St Cambridge, MA 02141 Frontage (in feet) 117 Setback - distance from building to sidewalk (in feet) 0 Distance from proposed driveway to surrounding structures and property line (in feet) 10 Length of proposed driveway (in feet) 18 Width of proposed driveway (in feet) 34 Size of proposed driveway (square feet) 612 Location of any trees, sign posts, fire hydrants, utility poles, etc., in direct vicinity of proposed driveway Yes, Utility pole Full Name Carlos pereira Date 01/26/2021 Page 1 of 1 5/13/2021 https://cambridgema.viewpointcloud.io/

CAMBRIDGE STREET HARDING STREET HUNTING STREET D D D D D S E DOM FIRE E E E E RESET VERTICAL GRANITE CURB DRIVEWAY APRON CEMENT CONCRETE SIDEWALK BUILDING ABOVE 7 BIKES SPACES CONFORM TO EXISTING SANITARY SEWER SERVICE INV(6")=11.4± INV(8" MAIN)=10.7± (CONTRACTOR TO VERIFY INVERT AT MAIN) UTILITY POLE TO REMAIN WATER SERVICE CONNECTION INV. @ FOUNDATION=15.0± (CONTRACTOR TO VERIFY INVERT AT MAIN) UTILITY TRENCH BITUMINOUS CONCRETE PAVEMENT 20.89TC 20.18BC AREA DRAIN 2 RIM=20.87 INV.IN=19.60 INV.OUT=19.50 4-STORY BUILDING + BASEMENT FF=21.02 GF=11.02 MEET EXISTING 20.67 20.76 20.45 20.20 20.33 20.47 20.37 21.02 21.02 21.10 14.26 17.36 14.26 17.46 20.84 20.77 21.15 21.19 20.85 20.91 20.77 21.03 20.87 21.02 21.02 20.70 20.58 20.61 20.62 20.51 20.94 20.89 21.09 20.97 20.70 20.47 TC:21.06 BC:20.56 20.53 21.15 TC:21.03 BC:20.43 CONFORM TO EXISTING EX. WALL 21.34 21.34 TRASH ACCESS 21.02 LEDGE TANK 3,000 GALLON (17.5'x8'X5.75') RIM=21.10 TOP OF TANK.=20.10± BOTTOM OF TANK=14.35± INV IN=18.84±(6") ROOF & TRENCH DRAIN INV IN=18.84±(6") CO INV OUT=14.85±(2.5") INV OUT=18.84±(8") CONNECT TO EXISTING DRAIN LINE INV=14.70± (CONTRACTOR TO VERIFY INVERT AT MAIN) DRAINAGE INLET FROM ROOF INV=11.7± 2 C501 1 C501 4 C501 5 C501 7 C501 3 C501 8 C501 9 C501 LANDSCAPE 21.34 AREA DRAIN 1 RIM=20.83 INV=19.83 21.05 22.80TW 20.89BW CO 6" DRAINAGE PIPE 21.82 21.82 ELECTRIC CONNECTION SEE DETAIL 1 SEE DETAIL 2 8.5" REVEAL CURB 6 C501 CONCRETE PAD TRANSFORMER E 2.8% 1.8% 1.7% 1.8% 1.8% 2.7% 1.6% 1.4% 1.8% 1.5% 0.5% RAMP UP RAMP UP CONFORM BRICK PAVERS AND PLANTERS TO PROPOSED SIDEWALK SEE ARCHITECTURAL PLAN FOR INTERIOR RAMP AND STAIR DETAILS FF = 21.02 GRADE BREAK GRADE BREAK GRADE BREAK SEE PLAN FOR CONTINUATION CONFORM TO EXISTING SIDEWALK PER ADA STANDARDS E E 1.7% 1.5% 1.5% 1.7% 1.7% 1.7% 4.8% 8.0% 8.0% 7.5% 8.0% REMOVE CURB STONES 3.2% 3.4% 3.5% 15' DRIVEWAY GRADE BREAK GRADE BREAK GRADE BREAK INCREASE CURB REVEAL AS SHOWN 3.3 6.9 3.0 4.5 6'-6" TRANSITION CURB MAINTAIN EXIST, CURB STONE 6'-6" TRANSITION CURB EXIST. 16' DRIVEWAY DR BY: CHK BY: PROJ NO: DATE: SCALE: SHT NO: SHEET NAME: STAMP: REV DESCRIPTION DATE PROJECT INFO PROJECT TEAM NORTH 855 CAMBRIDGE ST 4-STORY BUILDING & BASEMENT 855 CAMBRIDGE ST CAMBRIDGE, MA OWNER CAMBRIDGE HUNTING STS RLTY TR 668 MAIN ST. UNIT 7 WILMINGTON, MA 01887 1 GRADING REVISION 9/2/20 2 CURB CUT REVISION 9/15/20 3 DRIVEWAY APRON 7/1/21 SITE PLAN C101 GS SS 19-042 03/09/2020 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. SIDEWALK GRADING DETAIL 1 1 1" = 5' SIDEWALK GRADING DETAIL 2 2 1" = 5' ADA PATH OF TRAVEL CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADA COMPLIANT PATH AS SHOWN ON THE PLANS. NO TOLERANCES ARE ALLOWED BEYOND ADA MAXIMUM SLOPES.

1.7% 1.5% 1.5% 1.7% 1.7% 1.7% 4.8% 8.0% 8.0% 7.5% 8.0% CONFORM TO EXISTING SIDEWALK PER ADA STANDARDS REMOVE CURB STONES 3.2% 3.4% 3.5% GRADE BREAK GRADE BREAK GRADE BREAK INCREASE CURB REVEAL AS SHOWN 3.3 6.9 3.0 4.5 MATCH EXSITING AT SIDEWALK JOINT 6'-6" TRANSITION CURB MAINTAIN EXIST, CURB STONE 6'-6" TRANSITION CURB PROPOSED 15' CURB CUT EXISTING 16' CURB CUT D D D D D S DOM FIRE E E E DR BY: CHK BY: PROJ NO: DATE: SCALE: SHEET NO. SHEET NAME CURB CUT PLAN C201 MH SBS 2019-042 7-01-2021 1" = 5' 855 CAMBRIDGE STREET CAMBRIDGE, MA STAMP:

1.7% 1.5% 1.5% 1.7% 1.7% 1.7% 4.8% 8.0% 8.0% 7.5% 8.0% CONFORM TO EXISTING SIDEWALK PER ADA STANDARDS REMOVE CURB STONES 3.2% 3.4% 3.5% GRADE BREAK GRADE BREAK GRADE BREAK INCREASE CURB REVEAL AS SHOWN 3.3 6.9 3.0 4.5 MATCH EXSITING AT SIDEWALK JOINT 6'-6" TRANSITION CURB MAINTAIN EXIST, CURB STONE 6'-6" TRANSITION CURB PROPOSED 15' CURB CUT EXISTING 16' CURB CUT D D D D D S DOM FIRE E E E DR BY: CHK BY: PROJ NO: DATE: SCALE: SHEET NO. SHEET NAME CURB CUT PLAN C201 MH SBS 2019-042 7-01-2021 1" = 5' 855 CAMBRIDGE STREET CAMBRIDGE, MA STAMP:

HUNTING STREET 4.5% 21.02 20.74 20.86 21.10 4.5% 1.8% 1.8% 1.8% 1.7% 20.11 21.07 1.8% 19.7% 20.3% 21.6% 21.8% 21.9% 22.2% 21.11 21.2221.41 21.41 21.26 21.25 21.17 21.17 20.63 20.57 CONFORM TO EXISTING SIDEWALK PER ADA STANDARDS REMOVE CURB STONES 8.5% 7.3% 5.5% 20.97 SLOPE TO DRIVEWAY PER CITY OF CAMBRIDGE STANDARD DETAIL 20.00 20.36 GRADE BREAK GRADE BREAK GRADE BREAK 20.38 20.99 20.40 INCREASE CURB REVEAL AS SHOWN 3.3' 6.9' 2.9' 4.6' MATCH EXISTING AT SIDEWALK JOINT REMOVE CURB STONE 21.32 21.38 21.2% 22.8% 1.6% 1.6% 21.25 21.19 20.64 44' CURBCUT FOR 855 CAMBRIDGE ST. & 10 HUNTING ST. RELOCATED UTILITY POLE RELOCATE UTILITY POLE 10' TO PL 34' TO PL 16' EXIST. CURBCUT 10' EXIST. CURBCUT PROP. TRANSITION CURB PROP. TRANSITION CURB DR BY: CHK BY: PROJ NO: DATE: SCALE: SHEET NO. SHEET NAME CURB CUT PLAN C201 MH SBS 2019-042 9-03-2020 1" = 10' 855 CAMBRIDGE STREET CAMBRIDGE, MA STAMP:

HUNTING STREET 4.5% 21.02 20.74 20.86 21.10 4.5% 1.8% 1.8% 1.8% 1.7% 20.11 21.07 1.8% 19.7% 20.3% 21.6% 21.8% 21.9% 22.2% 21.11 21.2221.41 21.41 21.26 21.25 21.17 21.17 20.63 20.57 CONFORM TO EXISTING SIDEWALK PER ADA STANDARDS REMOVE CURB STONES 8.5% 7.3% 5.5% 20.97 SLOPE TO DRIVEWAY PER CITY OF CAMBRIDGE STANDARD DETAIL 20.00 20.36 GRADE BREAK GRADE BREAK GRADE BREAK 20.38 20.99 20.40 INCREASE CURB REVEAL AS SHOWN 3.3' 6.9' 2.9' 4.6' MATCH EXISTING AT SIDEWALK JOINT REMOVE CURB STONE 21.32 21.38 21.2% 22.8% 1.6% 1.6% 21.25 21.19 20.64 44' CURBCUT FOR 855 CAMBRIDGE ST. & 10 HUNTING ST. RELOCATED UTILITY POLE RELOCATE UTILITY POLE 10' TO PL 34' TO PL 16' EXIST. CURBCUT 10' EXIST. CURBCUT PROP. TRANSITION CURB PROP. TRANSITION CURB DR BY: CHK BY: PROJ NO: DATE: SCALE: SHEET NO. SHEET NAME CURB CUT PLAN C201 MH SBS 2019-042 9-03-2020 1" = 10' 855 CAMBRIDGE STREET CAMBRIDGE, MA STAMP:

HUNTING STREET 4.5% 21.02 20.74 20.86 21.10 4.5% 1.8% 1.8% 1.8% 1.7% 20.11 21.07 1.8% 21.11 21.2221.41 21.41 21.26 21.25 21.17 21.17 20.63 CURB STONES TO REMAIN 8.5% 7.3% 5.5% 20.97 SLOPE TO DRIVEWAY PER CITY OF CAMBRIDGE STANDARD DETAIL 20.00 20.36 GRADE BREAK GRADE BREAK GRADE BREAK 20.38 20.99 20.40 INCREASE CURB REVEAL AS SHOWN 3.3' 6.9' 2.9' 4.6' MATCH EXISTING AT SIDEWALK JOINT RELOCATE UTILITY POLE 29' 16' EXIST. CURBCUT PROP. TRANSITION CURB DR BY: CHK BY: PROJ NO: DATE: SCALE: SHEET NO. SHEET NAME CURB CUT PLAN C201 MH SBS 2019-042 4-12-2021 1" = 10' 855 CAMBRIDGE STREET CAMBRIDGE, MA