An application was received from Brian Lavelle, requesting permission for a curb cut at the premises numbered 18 Thingvalla Avenue; 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

January 7, 2026 City of Cambridge, MA Applicant Primary Location Record No: 1190773 18 Thingvalla Ave • brian lavelle Curb Cut ) [phone removed] Cambridge, MA 02138 Status: Active @[email removed] Owner A 41 royal ave Submitted On: 11/18/2025 hawthorn development ventures cambridge, ma 02138 DEUX LLC royal ave 41 CAMBRIDGE, A 02138- 4418 General Information Setback - distance from building to sidewalk (in feet)* Frontage (in feet)* 60.24 10.5 Distance from proposed driveway to surrounding structures and Length of proposed driveway (in feet) * property line (in feet)* 58.5 11.2 Width of proposed driveway (in feet) * Size of proposed driveway (square feet) 10 585 BB Location of any trees, sign posts, fire hydrants, utility poles, etc., in direct vicinity of proposed driveway none Attestation Date* Full Name* brian lavelle 11/18/2025 Attachments REQUIRED Certified Plot Plan (survey) SITE PLAN - PROPOSED - STAMPED.pdf Uploaded by brian lavelle on Oct 24, 2025 at 2:41 PM

Abutters Forms REQUIRED Nov 18 Document 41.pdf Uploaded by brian lavelle on Nov 18, 2025 at 3:44 PM REQUIRED Photographs of the property IMG_0296 (1) jpg Uploaded by brian lavelle on Nov 18, 2025 at 3:45 PM Nov 18 Document 43.pdf Nov 18 Document 43.pdf Uploaded by brian lavelle on Nov 18, 2025 at 4:17 PM Nov 19 Document 41.pdf Nov 19 Document 41.pdf Uploaded by Olivia Ratay on Nov 19, 2025 at 2:35 PM Nov 19 Document 41.pdf Nov 19 Document 41.pdf Uploaded by Olivia Ratay on Nov 19, 2025 at 2:35 PM 2025.10.27_25051_18 Thingvalla_Cambridge_Brian Lavelle- CIVIL (1).pdf 2025.10.27_25051_18 Thingvalla_Cambridge_Brian Lavelle- CIVIL (1).pd1 Uploaded by brian lavelle on Nov 20, 2025 at 6:06 PM 18 Thingvalla Ave-Cambridge-Civil Plan Set-DPW Submission 2-2025-12-02-Stamped (1).pdf 18 Thingvalla Ave-Cambridge-Civil Plan Set-DPW Submission 2-2025-12-02-Stamped (1).pdf Uploaded by brian lavelle on Dec 3, 2025 at 12:17 PM 18 Thingvalla Ave Neighborhood Association unsigned.pdf 18 Thingvalla Ave Neighborhood Association unsigned.pdf Uploaded by Lori Perez on Dec 8, 2025 at 10:16 AM Record Activity brian lavelle started a draft Record 10/24/2025 at 1:08 pm brian lavelle added file SITE PLAN - PROPOSED - STAMPED.pdf 10/24/2025 at 2:41 pm brian lavelle added file Nov 18 Document 41.pdf 11/18/2025 at 3:44 pm brian lavelle added file IMG_0296 (1).jpg 11/18/2025 at 3:45 pm brian lavelle added file SITE PLAN - STAMPED-2.pdf 11/18/2025 at 3:50 pm brian lavelle added file Nov 18 Document 43.pdf 11/18/2025 at 4:17 pm brian lavelle submitted Record 1190773 11/18/2025 at 4:17 pm OpenGov system altered approval step Review for Completeness, changed status from 11/18/2025 at 4:17 pm Inactive to Active on Record 1190773 OpenGov system assigned approval step Review for Completeness to Stephen Natola on 11/18/2025 at 4:17 pm Record 1190773 Stephen Natola assigned approval step Zoning Review to Stephen Natola on Record 1190773 11/19/2025 at 10:21 am

Stephen Natola altered approval step Zoning Review, changed status from Inactive to Active 11/19/2025 at 10:21 am on Record 1190773 Stephen Natola reassigned approval step Review for Completeness from Stephen Natola to 11/19/2025 at 10:21 am Olivia Ratay on Record 1190773 Stephen Natola removed file SITE PLAN - STAMPED-2.pdf from Record 1190773 from Record 11/19/2025 at 10:35 am 1190773 Stephen Natola removed attachment Plan of Requested Conditions from Record 1190773 11/19/2025 at 10:35 am Olivia Ratay added file Nov 19 Document 41.pdf to Record 1190773 11/19/2025 at 2:35 pm Olivia Ratay added file Nov 19 Document 41.pdf to Record 1190773 11/19/2025 at 2:35 pm Olivia Ratay approved approval step Review for Completeness on Record 1190773 11/19/2025 at 2:35 pm brian lavelle added file 2025.10.27_25051_18 Thingvalla_Cambridge_Brian Lavelle- CIVIL (1).pdf 11/20/2025 at 6:06 pm to Record 1190773 • brian lavelle added file 18 Thingvalla Ave-Cambridge-Civil Plan Set-DPW Submission 2-2025- 12/03/2025 at 12:17 pm 12-02-Stamped (1).pdf to Record 1190773 Stephen Natola approved approval step Zoning Review on Record 1190773 12/03/2025 at 2:01 pm OpenGov system altered approval step City Clerk Review, changed status from Inactive to 12/03/2025 at 2:01 pm Active on Record 1190773 OpenGov system assigned approval step City Clerk Review to Lori Perez on Record 1190773 12/03/2025 at 2:01 pm Lori Perez added file 18 Thingvalla Ave Neighborhood Association unsigned,pdf to Record 12/08/2025 at 10:16 am 1190773 Lori Perez approved approval step City Clerk Review on Record 1190773 12/08/2025 at 10:25 am OpenGov system altered approval step Traffic & Parking Department Review, changed status 12/08/2025 at 10:25 am from Inactive to Active on Record 1190773 OpenGov system assigned approval step Traffic & Parking Department Review to Stephen 12/08/2025 at 10:25 am Meuse on Record 1190773 Stephen Meuse approved approval step Traffic & Parking Department Review on Record 12/11/2025 at 2:27 pm 1190773 OpenGov system altered approval step Department of Public Works Review, changed status 12/11/2025 at 2:27 pm from Inactive to Active on Record 1190773 OpenGov system assigned approval step Department of Public Works Review to TJ Shea on 12/11/2025 at 2:27 pm Record 1190773 TJ Shea approved approval step Department of Public Works Review on Record 1190773 12/29/2025 at 1:12 pm OpenGov system altered approval step City Clerk Review for City Council Agenda, changed 12/29/2025 at 1:12 pm status from Inactive to Active on Record 1190773 OpenGov system assigned approval step City Clerk Review for City Council Agenda to Lori 12/29/2025 at 1:12 pm Perez on Record 1190773

Timeline Due Label Activated Status Assignee Completed Date 11/18/2025, 11/19/2025, Completed - / Review for Completeness Olivia Ratay 2:35:50 PM 4:17:29 PM Stephen 11/19/2025, 12/3/2025, Completed V Zoning Review Natola 2:01:12 PM 10:21:48 AM 12/3/2025, 2:01:13 12/8/2025, Completed Lori Perez - / City Clerk Review PM 10:25:58 AM 12/11/2025, Stephen 12/8/2025, / Traffic & Parking Completed - Meuse 2:27:29 PM 10:25:58 AM Department Review / Department of Public 12/11/2025, 12/29/2025, Completed - TJ Shea 1:12:51 PM Works Review 2:27:29 PM Active / City Clerk Review for City 12/29/2025, Lori Perez 1:12:51 PM Council Agenda Inactive / City Council Approval / Department of Public Inactive - - - Works - Next Steps

41 ROYAL AVENUE, CAMBRIDGE 02138 ENGINEERING & LAND PLANNING HAWTHORNE DEVELOPMENT VENTURES LLC BOSTON CIVIL PREPARED FOR 10/13/2025 18-24 THINGV ALLA AVENUE, CAMBRIDGE, MA C-0 PHONE: -[phone removed] 711 EAST BROADWAY ENGINEERING & LAND PLANNING TITLE SHEET & GENERAL NOTES STAMP PROTECT SITE FOENDATIANS FOR SUPPORT OF BXCAVATION DESIN AND INFOENATION LOCUS MAP SOLEN TACORAL MAP CONFERE BETWEEN CONTOUR LINES AND BETVEEN SPOT CRADES. SFOT GRADE BLEVATIONS TAKE PRECEDENCE OVER ALL PAVED AREAS MUST PITCH TO DRAIN AT A MINIMUNI OF 15 UNT POS OTHERWISE NOTED ALL ONSITE UTILITIES SHALL BE INSTALLED UNDERCROUND UNISS OTHERIVISE NOTED PROVIDE POSITIVE DRAINACE AWAY FROM FACE OF BUILDINGS AT ALL LOCATIONS. THE CENERAL CONTRACTOR IS EESPONSIBLE FOR TRENCHING. BACKFILLING. AND SURFACE RESTORATION FOR ANY CAS UTIUTY SYSTEM: DEED OCTOR SHALL, MAINTAIN ALL BASTING UTILES BACET THOSE NOTED TO BE ABANDONED AND/OR REMOVED AND ALONE ALE CLEANS CASTINGS ET SHAL, BE RAISED TO FINISHED CRAPE INE CONTRACTOR SHALL EXERCISE CAUTION IN ALL EXCAVATION ACTIVITY DUE TO POSSILE ESTENCE OF UNRECORDED UTILITY 10. STING AND NEUESTING PAVING MEET UNE AND GRADE OF ESTING PAVING WITH SMOOTH TRANSITION BETWEEN 11. SO EAT NOR AT REMOVED FROM THE STE UNLESS DETECTED BY THE GIVE OR ONNER REPKIENTATIVE REFEN 9. THE CONTRACTOR SHALL BLEND NET GRADING SMOOTHLY INTO BASTING GRADING AT LIMITS OF GRADING. 8. ALL PROPOSED TOP OF CURB ELEYATIONS ARE SIX INCHES (6) ABOVE BOTTOM OF CURB ELEVATIONS UNLESS CTHERWISE NOTED. * ANACOASTE OTTON CONDITION GRADE AT NO CENT TO A NEED SHALL HE RESTORED BY THE CONTRACTOR TO THE 3. RUNNINGSLOPEOF ALL PEDESTRIAN WALKSHALL NOT EXCEED 45%, UNLESS OTHERWISE NOTED. * SHAL BLEE, AND SEE TO BE DESIGNED BY BACH UTILITY COMPANY IN COORDINATION WITH THE. TELL COORDINATE CONSTRUCTION ACTIVES OF NES UTITIES WITH CAS, TELECOMMUNICATION AND ALL CAN BIAN WORK SHALL BE PEORMED ACCORDING TO THE REQUIEMENTS AND STANDARD SPECIATIONS OF 2 CROSSSLORES OF ALL PEDESTRIAN WALKS SHALL NOT EXCEED 15%. UTILITY NOTES: EARTH MOVING AND GRADING NOTES: SHEET LIST EXISTING BUILDING PHOTO SOURCE: CITY PROPERTY CARD PROPOSED SITE PLAN SET FOR CAMBRIDGE, MASSACHUSETTS NEW SIX (6) UNIT MULTI-FAMILY BUILDING 18-24 THINGVALLA AVENUE THE CONTROL ENCALE FEDERAL STATE AND LOCAL LANS, RULES REGULATIONS AND SAFETY CODES 1 DUSTSHALL NE CONTROLLED RY WATERING OR OTHER APPROUED METHONG AS DIERCED BY THE PERMITTING AUTHÓRITY OR OWNER OTHE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR JOB SITE SAFETY AND ALL CONSTRUCTION MEANS AND NETHODS. 10. ANY SEDIMENT TRACKED ONTO PAVING AREASSHALL BESWEPT AT THE END OF EACH WORKING DAY: 2 PROPOSED SITE LAYOLT AND FEATURES WERE OBTAINED FROM A DRAFT PLAN PREPARED BY KHALSA DESIGN, INC. DATED JULY 21, 3025. 1 TONTROLRACTOR IS SOLELY RESPONSIBLE FOR THE ESTABLISHMENT AND USE OF ALL VERTICAL AND HORIZONTAL. CONSTRUCTION * THRACTOR SHALL CONDUCT ALL NECESSARY NCTIFICATIONS AND APPLY FOR AND GITAIN ALL NECESSARY CONTRUCTION 16. CONTRACTORTO COORDINATE WITH THE CITY FOR PERMITTING, THISEFLANS DO NOT CONSTITUTE A PERNIT. 12 TEMPORARY DINERSON DICHES, PERMANENT DITCHES, CHANNELS, EMBANKMENTS, AND ANY DENUDED SURFACE THAT WILL BE 11. ALL, SEDIMENT REMOVED BY EROSION CONTROL MEASURES SHALL BE LEGALLY DISPOSED OF OFFSITE. AND REFORE DECREANCE EVEN PLANS AND ACAL CONDITIONS TO THE NE OR ONES LETTE BEDATE. HOTSIDE THE EATINED FROM THE FLOOD INSUKANCE RATE MAP (PREM NO. 2517COUV: THE SITESINZONEX * TONEED TO AN IVETLAND RESOURCE RA RULE AS ABUTTING PROPERTIE, OR UBIDE OF THE FACTECT LIMAND FROM BEING *NORINE DAY AND DESPISHAL NOT BACED ALSOPLE SELL BE SUE DUDED BY SEDIMENT CONTROLS END OF EACH I CONTRICON SALE BED BAR AREAS LET AFTER ON COMROL EMA CONTROLS AT THE COMPLITION OF STE * TENDED SECOND CRE TEN OF THE CODE OF MIRACUSE EULATE 2A ALSO REFERRED TO AS JACKIES LAW, AS EROSION AND SEDIMENT CONTROL NOTES: GENERAL NOTES: *ANORTO COMBINENT OF ELECTRON PETE THE KOSED DEVELOPMENT AS INDICATED IN THE FLAN *SAL INSTECTED FOR INTERY A DAMAGE SHALL BERETED MEATEN 2 HOURS, SEDIMENT CONTROL STRUCTURES

ENGINKERING & LAND PLANNING 41 ROYAL AVENUE, CAMBRIDGE 02138 HAWTHORNE DEVELOPMENT VENTURES LLC BOSTON CIVIL PREPARENSOR. 18-24 THINGVALLA AVENUE, CAMBRIDGE, MA C-1 OSTON MA 0212 PHONE: [phone removed] I SITE DEMOLITION & EROSION CONTROL PLAN WWW.BOSTONCIVIL.CO. OTECT AND MAINTAIN EX: DMH -RENOVE AND RESET EX CURD STONE (TP) PER OWNER DEPTH CHECK) TANE WIGTOSTRUCTION EX WALKIAY TO SE REMOVED STASTUZED CONSTRUCTION ENTRANCE EX. SHED TO BE REMOVED E DEVER MANTAIN EX LANDINE REMED EXSTAIS W/ LANDVED EX NO BE REMOVED COPT PROTEI SE E MAIN - XWALKIVAYTO RE REMOVED CUT & CAP EC WATER SERVICE- DEI STRARS EX CASERVICE TUN COMPANY" EXPANSION RESTRAINT NOT TO SCALE CATCHBASIN GRATE INLET PROTECTION SECTION A-ALTER FABRIC A WAST CATCH BASIN W/ SILT SACK NOTE CONTRACTOR SHALL CONFEMINLET PROTECTION TY/E W/CAMBRIDGE DI POLIRONO INSPECTION SCHEDULE SHALL COMPLY WITH THE 2008 EPA CONSTRUCTION GENERAL PERMIT X/17/2025 SULT SENCE LOAMY SAND NOT TO SCALE PROPOSED ASPHALT _ 30-96* COARSE GRAVEL TEST PIT R2 ¿ + 18:30° TEST OBSERVER: END JOINT DETAIL STABILIZED CONSTRUCTION ENTRANCE DETAIL VIEW VOT TOSCALE PLAN VIEW O MIN. SILT FENCE DETAIL 06/ 17/2035 JOINT DETAIL -SON, DIA, DOUBLE WASHED 0936* FILL LOANY SAND 1 OETTAIONENTRANCETO STAKE *B SEDIMENT TRAITING DEVICE ALL ELEVATIONS ARE APPROXIMATE TEST FIT WI REFER TO THE TEST PIT REPORT FOR DRAINAGE ANALYSS ONLY DATE: DEPTH (ºL)

GINSERING LANDP CANNING 41 ROYAL AVENUE, CAMBRIDGE 02138 HAWTHORNE DEVELOPMENT VENTURES LLC BOSTON CIVIL PREPARED FOR 18-24 THINGVALLA AVENUE, CAMBRIDGE, MA C-2 PHONE: [phone removed] THEN, MADNE SITE UTILITY PLAN CALI YES ME OLE AND HANDHOLE → PROTECT AND MAINTAIN CLOPE MACHIVATER CHECK VALUE SANCUT LINE TYP THINGVALLA AVENUE 2,R52 2817 (2,817) 2,395 3,912 5,148 IM OUT 35 7,543 2,331 5,212 EXISTING PROPOSED CHANGE NEW ANAND METERS MMEDGE OF MILL. (OVERLAY TYP APPROXIMATE SITE AREA BREAKDOWN (SE) REPORT FOR ADDITONAL INFORMATION. TOTAL SITE TOTAL AREA SITE IMPERVIOUS REFER TO THE CIVIL NARRATIVE AND GEOTECHNICAL PERVIOUS (LAWN HSG A) 418 : GROUND ELEVATION LOCATION DETAILS FEMA 100 - YEAR FLOOD ELEVATION DATA 2070 - 15 - PRECIP 2070-15-SLR/SS 2050-15-SLR/SS 2050 - 15 - PRECIP FEMA 500 - YEAR 20/70 - 10% - SLR/SS 2070 - 10% - PRECIP 2050 - 10% - PRECIP 2050 - 10% - 5LR/55 PRESENT DAY - 1% PRECIP PRESENT DAY - 10% PRECI LONG-TERM FLOOD ELEVATIONS S-LTEE 216 MAP-LOT: 255-12 06/17/2025 TEST PIT N2 2 18-30 LOAMY SAND DATE 18.0 DEPTH (FT) GEOTECHNICAL REPORT SUMMARY TABLE 36/17/2025 AROUND WATER ADISED FROM FRISTER MITHOD • 390 ÷ 11 310 FRIMPTER METHOD EQUATION: 5h= (OW/c-OWma GROUNDWATER OBSERVATION WELL US COLE TOMA AROUND RESTED FROM FINITER METHOD - 214+11-345 MA CALCULATION Sh = 5c-5/OWr x (ONtc-CImax) = 160-42/286 x (177-185) GROUND NATE ADLATED PROM PRIATER METHOD - 220 +11 - 28., TOROGRAPHIC SETTING VALLEY 1 NOTE REFER TO GEOTECH REPORT FOR ADDITIONAL TESTING RISULIS! 2- AETOESOILMOTTLING OBSERVED ALL ELEVATIONS ARE AFTERMATIED TEST BORING LOG ELEVATION ACE

ANCINSARING ABANDP CARNIN 41 ROYAL AVENUE, CAMBRIDGE 02138 HAWTHORNE DEVELOPMENT VENTURES LLC BOSTON CIVIL OPENED FOR 18-24 THINGVALLA AVENUE, CAMBRIDGE, MA C-3 HONE: [phone removed] HOSTON MARIAY WW.ROSTONCIVIL.CC SIDEWALK GRADING PLAN CALE PROPOSED RETAINING WALL (TYP) CORTEN BIZ AND EAL MY) ASIN UTION RADE THINGVALLA AVENUE PARKING SPACES (TYP)- PROPOSED STORE ONE T ROTECT AND MUNTAIN EX. CUER PROTEIR CAN CICAN SEE LANDSCAPE PLANS FOR SITE CRADIN SEE LANDSCAPE PLANS FORSCOPE OF NEW PLANTING (TYP)-

41 ROYAL AVENUE, CAMBRIDGE 02138 ENGINEERING & LAND PLANNING BOSTON CIVIL 18-24 THINGVALLA AVENUE, CAMBRIDGE, MA C-4 PHONE: [phone removed] THOSTON, MADAY HUNT CIVIL DETAILS I WWW.BOSTONCIVIL.COM SECTION DETAIL. OIL TYPE SEE PLAN # TO 22° ERS THAN 2: RENCH PAY LIMIT TABLE FOR PIES NOT TO SCALE TE LATE DRAN WATER TRENCH DETAIL • * CRUSHED STONE BEDDING FOR CONFLICTS WITH OTHER UTILITIES NOT TO SCALE SO MAN- SEWER OR DRAIN SERVICE LATERAL RECONNECTION NOT TO SCALE | SUCTION UNDER ROADWAY OR SIDEWALK CAMBRIDGE TRENCH DETAIL FOR SEWER AND DRAIN PIPES SACTION UNDER GRASS - BESTING SETCE LATERAL CAMBRIDGE SEWER OR DRAIN SERVICE CONNECTION DETAIL SENSE LATER AL ED. ONS - 17 DEEP FROM INVERT OF MAINLINE PIE TO FINSHED CRADE SEE CHIMNEY BE LANCE AND A TO DEAN SEED TO TACH TED FLONS BUTSHAL NOT BE LES THALE FOR MASONRY FINC NOT TO SCALE HOT TOSCALE TYPICAL DUCTILE IRON WATER SERVICE CONNECTION DETAIL CRUSHED STONE PEE CITY STANDARD! NO NY DEVIATIONS OF THIS TYPICAL CONNECTION TO MEET FIELD CONDITIONS SHALL BE APPROVID BY THE 'CATE VAL ANCIDE TEL CAMBRIDGE WATER SERVICE CONNECTION >1" SERVICE NO PROTESTIN TAPPING GADOLE. NEW OR EXISTING UMIUTY - ROADWAY SURFACE I SEE SIDEWALK DETAILS MAINTAIN I'LIT *COMPACTED CEASE. ANION ONS SHALL BE PLACED SECTION A-A SCORE ION. 100° MIN BROON: FINISH COMPACTED CRAVEL CURRASS NOT TO SCALE NOT TO SCAL 10° AIN TO MAX SECTION A-A CAMBRIDGE UTILITY CROSSING DETAIL CAMBRIDGE TRENCH PAVEMENT DETAIL CEME ELEVATION CAMBRIDGE CONCRETE SIDEWALK DETAIL (PUBLIC R-O-W)

TKOTARAVENUE CAMHKINGH07H8 ENGINEERING & LAND PLANNING BOSTON CIVIL PREPARED FOR: 18-24 THINGVALLA AVENUE, CAMBRIDGE, MA C-5 PHONE: [phone removed] HOST, MADAY CIVIL DETAILS II WW.ROSTONCIVILCOM SO SENA 10° MIN BELOW PAVEMENT OUTUET PIPE - WERE SPEED CONNECTOR SECTION A-A STORE SURAUNDO CHANDERS AROUND TOP AND SIDES OF STONE -PAVEMENT INCH WASHED, CRUSHED STONE NOT TO SCALE NOT TO SCALE THAN OUTLET INVERT) CULTEC 330XL HD DETAIL AVEMENT CULTEC C-100HD HD DETAIL WATER QUALITY INLET DETAIL STORMWATER INFILTRATION SYSTEM #1 STORMWATER INFILTRATION SYSTEM #2 LEAVY DUTY CHAMBER CUTEAVY DUTY CHAMBER TO PLAN N INISH GRADE NOLTOSCALE NYLOPLAST DRAIN BASIN WITH DOGHOUSE STYLE WEIR OF 2 WEIR-3930 IR-38.50 INSPECTION PORT DETAIL DIE FINCHED GRADE DRAIN MARIN TYPICAL OUTLET CONTROL STRUCTURE DETAIL - FINISH GRADE TRIAN CRATE 12" AREA DRAIN IN PAVEMENT DETAIL

1637) 242-3333 BOSTON SURVEY, INC. MO. SM 0G/17/25 CUSHING STREET s0g09318HHY IRON PIPE/ 1 5K S 22'k28" COMBINED WASTEWATER MURA BRICK 9 1984 -. THINGVALLA AVENUE LOCATED AT CAMBRIDGE, MA 18-24 THINGVALLA AVENUE EXISTING CONDITIONS PLAN KALKHA (PAND) 154345 OGE BA: EPARED FORE ELOPMENT VENTURES, LLC

BOSTON SURVEY, INC. CUSHING STREET STONE BOUND CHANTIN FRENCH RON PIPE REMORCEO CONCATRUE *? WASTEWATER MHEA STO prot 22'×28* COMBINED WASTEWATER MHRA BRICK 40 ME HANG MY THING VALLA AVENUE 801994. LOCATED AT CAMBRIDGE, MA DATE: JULY 22, 2025 SCALE: 1.0 INCH - 10.0 FEET 18-24 THINGVALLA AVENUE PROPOSED CONDITIONS PLAN 58547207 10725-6 - 69 1994 •

ENGINEERING & LAND PLANNING #1 ROYAL AVENUE, CAMBRIDGE 02138 HAWTHORNE DEVELOPMENT VENTURES LLC BOSTON CIVIL PREPARED FOR: 18-24 THINGVALLA AVENUE, CAMBRIDGE, MA C-O BOSTON, MA 02127 PHONE: -[phone removed] DRAWN PY: CHECKED PY 711 EAST BROADWAY LAND PLANNING ENGINEERING & TITLE SHEET & GENERAL NOTES STAND - PROJECT SITE LOCUS MAP SOLDE POSITIVE DRAINACE AIVAY FROM FACE OF BUILDINGS AT ALLOCATIONS IN CONTRACTOR SHALL EXERCISE CAUTION IN ALL. EXCAVATION ACTIVITY DUE TO POSSIBLE EXISTENCE OF UNRECORDED UTILTY CONTOUENEBETVEEN CONTOUR LINES AND BETIVEEN SPOT GRADES, SPOT CRADE ELEVATONS TAKE PRECEDENCE OVER BEST AND NEW SUASING PAVING MET LINE AND CRADE OF EASING PAVING WITH SMOTH TRANSTION BEVEN DEEDATOR SHALL, MAINTAIN ALL BASTING UTILITES RICE THOSE NOTED TO BE AMANDONED AND/OR REMOVED AND PROR TO FIL CAN ANONS VALVES CLEANUTS, CASTINGS ETC. SHALL BE RAISED TO FINISHED CRADE ALL ONSITE UTILITIES SHALL BE INSTALLED UNDERCROUND UNLESS OTHERISE NOTED. THE CENERAL CONTRACTOR IS RESPONSIBLE FOR TRENCHING, BACKFILLING, AND SURFACE RESTORATION FOR ANY GAS UTILITY SYSTEMS, THE CONTRACTOR SHALL BLEND NEW GRADING SNOOTHLY INTO BUSTING GRADING AT LIMITS OF GRADING. 1. RUNNINGSLOPE OF ALL PEDESTRIAN WALKE SHALL NOT EXCEED ASS UNISS OTHEEIVE NOTED. & ALL PROPOSED TOP OF CURB ELEVATIONS ARESIX INCHIS (6* ABOVE BOTTOM OF CURB ELEVATIONS UNLESS OTHERWISE NOTED. 5. ALL PAVED AREAS MUST PITCH TO DRAIN AT A MINIMUM OF 1% UNLESS OTHERWISE NOTED. ALL LEANE SHALL BE PERFORMED ACCORDING TO THE REQUIREMENTS AND STANDARD SPECIFICATIONS OF *NESTED TO BE DESIGNED IY EACH UTILITY COMPANY IN COORDINATION WITH THE •TECT SHALL COORDINATE CONSTRUCTION ACTIVES OF NEN UTILITIES IITH GAS, TELECOMMUNICATION AND 2 CROSSSLORES OF ALL PEDESTRIAN WALKS SHALL NOT EXCEED 13%: 11. SUETNOSITIONOVED FROM THESE UNLES DETECTED YTHE OWNER OR OVERS REPRESENTATIVE REFER: ARE ONE DETERED SHALL BE RESTORED BY THE CONTRACTOR TO THE * RETAIN TO THE CORATION OF THE LINE PUDAS FOR SUPPORT OF BICAVATION DEICN AND INFORMATION EARTH MOVING AND GRADING NOTES: UTILITY NOTES: SHEET LIST EXISTING BUILDING PHOTO SOURCE: CITY PROPERTY CARD PROPOSED SITE PLAN SET FOR CAMBRIDGE, MASSACHUSETTS NEW SIX (6) UNIT MULTI-FAMILY BUILDING 18-24 THINGVALLA AVENUE 11. ALL SEDIMENT REMOVED BY EROSION CONTROL MEASURES SHALL BE LEGALLY DISPOSED OF OFF-SITE. 10ANY SEDIMENT TRACKED ONTO PAVING AREAS SHALL BREWEY AT THE END OF FACH WORKING DAY 10. THE CONTRACTOR SHALL BESOLELY RESPONSIBLE FOR JOBSITE SAFETY AND ALL CONSTRUCTION MEANS AND METHODS. 2 PROPOSED SITE LAYOUT AND FEATURES WERE OBTAINED FROM A DRAFT PLAN PREPARED BY KHALSA DESIN, INC. DATED JULY 21. 3125. 13. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS AS DIRECTED BY THE PERMITTING AUTHORITY OR OWNER 16. CONTRACTORTO COORDINATE WITH THE CITY FOR PERMITTING, THESE PLANS DO NOT CONSTITUTE A PERNIT 15 TONS STABLE SEED ARE ENCONTROL REME CONTROLS AT THE COMPLETION OF SITE THESE CALE FEDERAL STATE AND LOCAL LAWS, RULES, REGULATIONS AND SAFETY CODES RODEOTHETINED FROM THE FLOCD INSURANCE RATE MA (FIRM) NO. 25917C429. THESTEISIN ZONEX * THORACTOR SHALL CONDUCT ALL NECESSARY NOTIFICATIONS AND APPLY FOR AND OBTAIN ALL NECESBAKY CONSTRUCTION * PENELOP A THROUGH DIASTANDING OF THE PROTE ANCLUDING AN STEAL CONDITIONS AND CONSTANTON DOCUMENISTO 4. THE CONTRACTOR SHALL PROTECT ALL DRAINAGESWALES AND CROUND SURFACE DURING THE LIMIT OF WORK FROM EROSIVE *TONTROL ACTOR IS SOLELY RESPONSIBLE POR THE EST ALISHMENT AND USE OF ALL. VERTICAL AND HORIZONTAL. CONTRUCTION * THEN DRAG PROLONGED DASTRUCTION OR THE LAND DETRANCE STOCKIE THAT TILL BE ENORED TOR LONGER TRUN GENERAL NOTES: EROSION AND SEDIMENT CONTROL NOTES: * ANDETO CONNENCEMENT OF DEMOTION OR ONE ON OPERATE THE PROTOSED DEVELOPMENT AS INDICATED IN THE FLAN %. TONED GAN ELAND RESOURCE ARE PENLIC TAYS ABUTTA PROPERTIES OR OUTSIDE OF THE TACIET LAND FROM BENNE • NORINE DAY AND SIDE LOPSEE NOT BEDE. ALL STOLE SEAL ELDED BY SEET ONE END OF EACH * MAL BENGETED FOR TERY, A DAMAGE AL BEERED NEATEN HOURS, SEDIMENT CONTROL STRUCTURES

CAGIN CARING A LANDED A HINTES 41 ROYAL AVENUE, CAMBRIDGE 02138 HAWTHORNE DEVELOPMENT VENTURES LLC BOSTON CIVIL 18-24 THINGVALLA AVENUE, CAMBRIDGE, MA C-1 PHONE: [phone removed] WWW.ROSTONCIVIL.COM I SITE DEMOLITION & EROSION CONTROL PLAN PER OWNER DEPTH CHECK FENCE CONTRACTIONE CAMBRIDGE RECORD PLANS) - BE ANTAIN BEDRANTAN PROTES EVER MAIN PROTE SENATE MAN - CUT & CAP EX SEWER LATERAL STON DIA. DOUBLE WASHED NOT TO SCALE FANTASIN INLET PROTECTION SECTION CATCH BASIN W/ SILT SACK NOTE CONTRACTOR SHALL CONFEM INLET PROTECTION TYPEW/ CAMBKIDGE DIW CATCHAIN- INSPECTION SCHEDULE SHALL COMPLY WITH THE 208 EPA CONSTRUCTION GENERAL PERMIT CONSERVEI KOSIN CIVIL SE 14616) SSED OR IMPLIED SILT FENCE LOAMY SAND EXCAVATED SOIL NOT TO SCALE DADWA 15°-30 TEST PIT 62 TEST OBSERVER: END JOINT DETAIL STABILIZED CONSTRUCTION ENTRANCE DETAIL VIEW NOT TO SCALE NOT TO SCALE PLAN VIEW SILT FENCE DETAIL I0 SEN. EXTENDED INTO TRENCH A MININ. JOINT DETAIL 26 FILL, LOANY SAND MENT TRADING DELICE STAKE *g° VOTE: REFEX TO GEOTECH REPORT FOR ADOITIONAL TESTING RESULTS. EST MIT HI RINCE F TEST OBSERVER: ALL ELEVATION ARE AROMATIED DEPTH (F) INSPECHON SCHEDULE CHALL COMMY WITH THE SUN EPA CONSTRUCTION CENERAL PERMIT

KOTAL AVENUE CAMHKINGERS ENGINEERING & LAND PLANNING HAWTHORNE DEVELOPMENT VENTURES LLC BOSTON CIVIL PREPARED FOR: 18-24 THINGVALLA AVENUE, CAMBRIDGE, MA C-2 BOSTON, MA 02127 PHONE: [phone removed] 711 EAST BROADWAY SITE UTILITY PLAN CONNER DEPTH CHECK NOTECT AND MAINTAIN EX DH IACKWATER CHECK VALVE• BASE DRAN MAN 2P% SLOPE -6° CPP • 6.0% SLOPE EX BSEND MAINTAIN (2,816) THINGVALLA AVENUE 5,147 1,271 2.101 5,212 EXISTING PROPOSED CHANGE (SCOPE BY NES IN OUTTA PROTEST NATE MAINT REPORT FOR ADDITIONAL INFORMATION. TOTAL SITE TOTAL AREA SITE IMPERVIOUS TOTAL IMPERVIOUS REFER TO THE CIVIL NARRATIVE AND GEOTECHNICAL PERVIOUS (LAWN HSG A) 4LA N/A N/A N/A N/A N/A GROUND ELEVATION FEMA 100. YEAR 2020 15 518/59 2070 - 15 - PRECT 2050.18 1 8/99 FEMA 500 - YEAR 2050 - 15 - PRECI 2050 - 10% - SLR/55 2070 - 10% - SLR/SS FLOOD ELEVATION DATA PRESENT DAY. 10%. PRECI PRESENT DAY - 1% PRECIP LONG-TERM FLOOD ELEVATIONS MIN: 39.7 ADDRESS: 15 THINVALLA AVE MAP-LOT: 23S-12 24.0 06/17/2025 FRIMPTER METHOD (EN ELEVATION DISTRATRON CDARSE CRAVELLY SAND 27.0 23-4 SROUNDWATEE ALL ELEVATIONS ARE APPROXIMATE ELEVATION (FT TEST OBSERVER: NO GROUNDWATER OR SOIL MOTTLING OBSERVED NO OTHER USE IS EXPRESSED OR IMPLIED FOREDRAIMACE ANALSE ONLY DEETH (ET) GEOTECHNICAL REPORTSUMMARY TABLE X/17/2035 40.9 SED OR INUED SLEVATION (ET APPROX, SURFACE DATED SEPTEMBER 25, 2025. SHOWN FOR GENERAL SUMMARY FOR PERNITTING PURPOSES. B-2 IS CALCULATION GEOUNDIVATER ORSEXVATION WELL DATA COLLECTEOSINCE IN NEEDECTON, MA GROUND WATER ADILSTED FROM FRIMPTER METHOD 220 + 1.1 • 24.0 ILE CALCULATION B-I CALCULATION AROUND TERM FRITER METHOD - 270 + 11 - 28.2 Sh=*-5e/OWYE × (OWc-O1/mx) = 160-42/286 x (1.77-1.85) L36306 EST OISERVER = LOOM ALL LOANSAND FRIMPTER GROUNDWATER CALCULATION (NOTE REFER TO CEOTECH REPORT FOR ADDITONAL TESTING RISULTS TEST BORING LOG DATE ОРІНИ

41 ROYAL AVENUE, CAMBRIDGE 02138 ENGINEERING & LAND PLANNING HAWTHORNE DEVELOPMENT VENTURES LLC BOSTON CIVIL 11053 PREPARED FOR: 18-24 THINGVALLA AVENUE, CAMBRIDGE, MA BOSTON, MA 02127 PHONE: [phone removed] SIDEWALK GRADING PLAN SCRAMENTS COMED PALED DRIVEWAS CRY 'ROPOSED ELECTRICAL HANDHOLE PROPOSED TRASH ENCLOSURE AT SANCTION SADE nanny THINGYAL AVENUE PARKING SPACES (TYP) PROPOSED STOOPED OTHERE PROPOSED ROPE OTHERS PROPOSED REPLANS THES

I KOTAL AVENUE CAMBADGU43S ENGINEERING & LAND PLANNING HAWTHORNE DEVELOPMENT VENTURES LLC BOSTON CIVIL 18/13/2011 RELAN PREPARED FOR: 18-24 THINGVALLA AVENUE, CAMBRIDGE, MA C-4 HONE. [phone removed] BOSTON, MA 02127 711 EAST BROADWAY CIVIL DETAILS I 5-0 LD. - 240 SECTION DETAIN ALTHE FARTIC LET OTHER UTILITY SEEPLAN ESS THAN 2° SE NOTEST LATERAL IL CREATE IPE SIZE (DIA) WIN CLEARANCE NOT TO SCALE WATER TRENCH DETAIL * CRIKHED STONE BEDDING FOR CONFLICTS WITH OTHER UTILITIES VEN SLOPE STE NOTE) CROSS COUNTRY - NOTE SAY OR SIDEWALK HOR ROCK BECAMON I SECTION UN CATE AN INSERT A TEE OR CAMBRIDGE TRENCH DETAIL FOR SEWER AND DRAIN PIPES EXISTING SERICR LATERAL SECTION UNDER GRASS FLEXIBLE RUBBER COUPLING CAMBRIDGE SEWER OR DRAIN SERVICE CONNECTION DETAIL. TEANE AND TA DE AN EARED TO FAINTED LONS BUTSIAL NOT RE LAS THAN FOR SEVER OR CONLEATRE BECONNECTION MASONKY FING COT TO SCALE NOT TO SCALE TYPICAL DUCTILE IRON WATER SERVICE CONNECTION DETAIL NEAR A BOX AT THE MAIN TER ENDSTANDARDS FINISHED STREET CRADE SEW COPPER TYPER COMIN CAMBRIDGE WATER SERVICE CONNECTION >1" SERVICE NOR EXISTING IMMITT VALK SEE SIDEWALK DETAILS SECTION A-A CORE JOINT 140° MIN OMPACTED CRAVEL SUBASE TO MAT -BROOM FINISH NOT TOSCALE NOT TO SCALE NOT TO SCALE CAMBRIDGE TRENCH PAVEMENT DETAIL CAMBRIDGE UTILITY CROSSING DETAIL ELEVATION CAMBRIDGE CONCRETE SIDEWALK DETAIL (PUBLIC R-O-W) ON NEW TO EST TILTY.

THGINNING ALAND PLAMHING 41 ROYAL AVENUE, CAMBRIDGE 02138 HAWTHORNE DEVELOPMENT VENTURES LLC BOSTON CIVIL 18-24 THINGVALLA AVENUE, CAMBRIDGE, MA C-5 BOSTON, MA 02127 PHONE:[phone removed] CIVIL DETAILS II WWW.BOSTONCIVIL.COM HAN BLON SECTION A-A NOT TO SCALE NOT TO SCALE NOT TO SCALE THAN CULTEC 330XL HD DETAIL JIMUM 09%6 COMPACTED FILI NATURALLY CONPACTED FILL - FINISHED GRADE AVEMENT CENTER TO CENTE STORMWATER INFILTR WATER QUALITY INLET DETAIL STORMWATER INFILTRATION SYSTEM #1 TO PLAN SHOWN BILD COVER HID TATED SOLID COVER FINISH CRADE FINISH GRADE MANHOLE BASE EN OF ORICE MET TEET ACCUT TO MATCHED 24" ACCESS BASIN DETAIL SEAS SCH 40 PIC COUPLING - 31 0 NOT TO SCALE DOF 2 WETR-3830 SECTION A-A INSPECTION PORT DETAIL TYPICAL OUTLET CONTROL STRUCTURE DETAIL @ COURSES MIN, 4 COURSES MAX) NOT TO SCALE DUCTILE IRON CONFORMING TOASTMAS% CRADE 77LSO-IS PLAN 12" AREA DRAIN IN PAVEMENT DETAIL % FINES AND INSHALL BE WATERTIGHT CLOSED FOTTON: 27x7-2

CAMBRIDGE, MA 18 THINGVALLA AVE L1 andscape Archileclure www.VerdonitA.com •: [phone removed] CALE Bootine MA 02445 DRAINETX TREE REMOVAL PLAN VERDANT Rol Root Rot Root Signilicont 1 Relain Retain Rotain Rotoln Retoin Rotoin To Be Removed Clossilicoli Species toney Locus i loner Locus Norway Mople Honey Locust Honey Locust Honey Locuat Honey Locust Honey Locust Norway Mople Norway Maple Tra Migoon Table Norway Mople DBH (Inches) ction fence es shown on the plan to enoblish the Tree Prolection Zone Harol Tre Protein one and he Contre helmet it the measure 4" caliper or smaller. Over 4" caliper rees ore measured 5. The Confronte 6. Monitor trees lor signs of tress or dieback over the new two growing 2. A centlied orborial sholl be 4. The to p otol Caliper of Replocement Trees from Color - trunk domaier measured 6' above the soll ine on trees For thing loo le Contrector shall incill o 1 he chain int 206003 Signoge 30-0°O.C. Tension Bor of Ends 2* Chain Link Fobric CRITICAL ROOT ZONE (CRZ). Tree Protection Zone and approved br landscape orchiec prior to ony work including deme 4. All work within drip line must be done by

ElGA TINS COSTE UTEN IX. [phone removed]

Brian Lavelle Hawthorn Development Ventures Deux LLC 41 Royal Ave Cambridge MA 02138 11/13/2025 RE: Curb Cut at 18 Thingvalla Ave Abutters Notification Hi George and Theresa 31-33 Thingvalla ave Cambridge The City of Cambridge is requiring me to apply for a Curb Cut as we are reducing the opening in size, at 18 Thingvalla Ave I need a signature from all Abutters front, side and rear You can answer approve or Disapprove! It's just a notification but feel free to call me if you wish If you could please sign and date I could pick it up from your mail box in the morning Thanks Brian [phone removed]

Brian Lavelle Hawthorn Development Ventures Deux LLC 41 Royal Ave Cambridge MA 02138 11/13/2025 RE; Curb Cut at 18 Thingvalla Ave Abutters Notification Hi Michelle 20-22 Norumbega St Cambridge The City of Cambridge is requiring me to apply for a Curb Cut as we are reducing the opening in size, at 18 Thingvalla Ave I need a signature from all Abutters front, side and rear You can answer approve or Disapprove! It's just a notification but feel free to call me if you wish If you could please sign and date I could pick it up from your mail box in the morning Thanks Brian [phone removed]

Brian Lavelle Hawthorn Development Ventures Deux LLC 41 Royal Ave Cambridge MA 02138 11/13/2025 RE; Curb Cut at 18 Thingvalla Ave Abutters Notification Hi Josephine, 30-32 Thingvalla St Cambridge The City of Cambridge is requiring me to apply for a Curb Cut as we are reducing the opening in size, at 18 Thingvalla Ave I need a signature from all Abutters ,front, side and rear You can answer approve or Disapprove! It's just a notification but feel free to call me if you wish If you could please sign and date I could pick it up from your mail box in the morning Thanks Brian [phone removed]

CITY OF CAMBRIDGE APPLICATION FOR DRIVEWAY CUTS AND OPENINGS ABUTTOR'S FORM Applicants must submit a copy of the assessor's plat and signatures from all abutting property owners including property owners directly across the street (may be more than one). If the abutting buildings are condominiums then all condominium owners must sign. To Whom It May Concern: As owner or agent of 20-22 NORUMbEGA ST Cambridge, Massachusetts, I do hereby declare approval disapproval of installment of Off-Street Parking Facility located at: 18 THWOVAllA Are Date: Signed: Address: To Whom It May Concern: As owner or agent of 30 - 32 THINGUAllA AVe Cambridge, Massachusetts, I do hereby declare approval disapproval of installment of Off-Street Parking Facility located at: - 18 THINGVAIlA AUE Date: Signed: Address:

CITY OF CAMBRIDGE APPLICATION FOR DRIVEWAY CUTS AND OPENINGS ABUTTOR'S FORM Applicants must submit a copy of the assessor's plat and signatures from all abutting property owners including property owners directly across the street (may be more than one) If the abutting buildings are condominiums then all condominium owners must sign To Whom It May Concern: As owner or agent of 30-32 THINGVAIlA Ae Cambridge, Massachusetts, I do hereby declare approval disapproval of installment of Off-Street Parking Facility located at: 18 THINGVAllA Are Date: Signed: Address: To Whom It May Concern: As owner or agent of 15-17 NORUMDEGA St Cambridge, Massąchusetts, I do hereby declare disapproval approval of installment of Off-Street Parking Facility located at: Date: Signed: 11-14-25 saebrang Address: 17 Norumbeça ST Cambridge MI

CITY OF CAMBRIDGE APPLICATION FOR DRIVEWAY CUTS AND OPENINGS ABUTTOR'S FORM Applicants must submit a copy of the assessor's plat and signatures from all abutting property owners including property owners directly across the street (may be more than one). If the abutting buildings are condominiums then all condominium owners must sign. To Whom It May Concern: As owner or agent of 31-33 THINGVAlLA te Cambridge, Massachusetts, I do hereby declare approval disapproval of installment of Off-Street Parking Facility located at: 18 Signed: Date: Address: To Whom It May Concern: 25-27 THNGVAllA Ae As owner or agent of Cambridge, Massachusetts, 1 do hereby declare approval disapproval of installment of Off-Street Parking Facility located at: HINDUALLA Ave 18 Date: 11.17.20 Signed: Address: 27 Thingallo Ave

CITY OF CAMBRIDGE APPLICATION FOR DRIVEWAY CUTS AND OPENINGS ABUTTOR'S FORM Applicants must submit a copy of the assessor's plat and signatures from all abutting property owners including property owners directly across the street (may be more than one). If the abutting buildings are condominiums then all condominium owners must sign. To Whom It May Concern: As owner or agent of 21-23 THINGVAllA AVC Cambridge, Massachusetts, I do hereby declare approval disapproval of installment of Off-Street Parking Facility located at: 18 THINGVAILA, AVE Signed: Date: Address: al Minguill Ave, To Whom It May Concern: As owner or agent of 8 THING AllA AVe Cambridge, Massachusetts, I do hereby declare approval disapproval of installment of Off-Street Parking Facility located at: Ne „HINGVA A y Signed: Date: 11. 5. 2025 Address: 8 Thin valla Avc Combrida, MA. 02140

Brian Lavelle Hawthorn Development Ventures Deux LLC 41 Royal Ave Cambridge MA 02138 11/17/2025 Abutter Notices for Curb Cut at 18 Thingvalla Ave Cambridge Dear ISD We provided and secured signatures from 4 abutters but not from another 3 even though we wrote a letter, emailed and knocked on there doors, see letter copies 31-33 Thingvalla Ave is unoccupied with no power, I believe it is to be demolished Brian Pawn lil

Brian Lavelle Hawthorn Development Ventures Deux LLC 41 Royal Ave Cambridge MA 02138 11/13/2025 RE; Curb Cut at 18 Thingvalla Ave Abutters Notification Hi Michelle McLaughlin 20 Norman St Cambridge The City of Cambridge is requiring me to apply for a Curb Cut as we are reducing the opening in size, at 18 Thingvalla Ave I need a signature from all Abutters front, side and rear You can answer approve or Disapprove! It's just a notification but feel free to call me if you wish If you could please sign and date I could pick it up from your mail box in the morning Thanks Brian [phone removed]

Brian Lavelle Hawthorn Development Ventures Deux LLC 41 Royal Ave Cambridge MA 02138 11/13/2025 RE; Curb Cut at 18 Thingvalla Ave Abutters Notification Hi Michelle McLaughlin 20 Norman St Cambridge The City of Cambridge is requiring me to apply for a Curb Cut as we are reducing the opening in size, at 18 Thingvalla Ave I need a signature from all Abutters front, side and rear You can answer approve or Disapprove! It's just a notification but feel free to call me if you wish If you could please sign and date I could pick it up from your mail box in the morning Thanks Brian [phone removed]

FFECTIVE DATE cc 10725 -804199 Na 13-17. W: 30r 15 * LOCATED AT CAMBRIDGE, MA DATE: JULY 22, 2025 SCALE: 1.0 INCH - 10.0 FEET 18-24 THINGVALLA AVENUE 24 "ROF PROPOSED CONDITIONS PLAN THINGVALLA AVENUE 22%28* COMINED WASTEWATER MHRA BRICK 3 HASTEWATER MURA BRICK CHAIN LINK FENCE HONE WI 1: 103 CUSHING STREE PRIC MIT 07/2/2 BOSTON SURVEY, INC.