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APPROVED PLANS AVALONMASSACHUSETTS MUNICIPAL MAP NOT TO SCALE SITE LOCUS MAP 1" = 500' SITE AERIAL MAP 1" = 1000' Weston & Sampson Engineers, Inc. 55 Walkers Brook Drive, Suite 100 Reading, MA 01867 978.532.1900 800.SAMPSON www.westonandsampson.com SALEM STATE SOUTH CAMPUS REDEVELOPMENT AVALON SALEM #8 HARRISON ROAD, SALEM, MA 01970 SITE INFORMATION SITE ADDRESS:#8 HARRISON ROAD, SALEM, MA 01970 MAP:31 LOT:0001 AND 0327 LAND OWNER:N/F COMMONWEALTH OF MASSACHUSETTS LEGAL REFERENCES: 5933/573 DEED 5933/375 DEED SEE RECORD PLANS: BOOK 16, PLAN 18; PLAN BOOK 70, PLAN 78; PLAN BOOK 104, PLAN 38 & PLAN 623-1972 PARCEL AREA:16.11± ACRES ZONING:RESIDENTIAL ONE FAMILY (R1) AND RESIDENTIAL CONSERVATION (RC) READING, MA | BOSTON, MA | FOXBOROUGH, MA | WORCESTER, MA | WOBURN, MA | CATAUMET, MA | CHATHAM, MA | SOUTH YARMOUTH, MA | PORTSMOUTH, NH | MANCHESTER, NH | WATERBURY, VT | ROCKY HILL, CT | ALBANY, NY | HOPEWELL JUNCTION, NY | CHARLESTON, SC | COLUMBIA, SC | FORT MYERS, FL P: \ P r i v a t e \ S a l e m S t a t e S o u t h C a m p u s R e d e v e l o p m e n t \ E N G 2 2 - 1 2 2 7 ( A v a l o n ) \ 0 3 D e s i g n D o c u m e n t s \ P l a n s \ S H E E T S \ C 0 0 0 . d w g COPYRIGHT 2025 WESTON & SAMPSON Know what's before you dig.Call R below. Drawing Title:Sheet Number: Seal: C000COVER SHEET DESCRIPTION 1/08/2026 Issued For:PERMITTING Issued Date: Drawn By: DKE Reviewed By: MJY Approved By: JMJ Job No: ENG22-1227 DATEREV # SALEM, MA SITE Applicant: Civil Engineer: SITE AVALONBAY COMMUNITIES, INC. 600 ATLANTIC AVENUE, 20TH FLOOR BOSTON, MA 02210 Landscape Architect: KLOPFER MARTIN DESIGN GROUP 69 CANAL ST, 2ND FLOOR BOSTON, MA 02114 (617) 227-2560 Owner: N/F COMMONWEALTH OF MASSACHUSETTS THROUGH THE BOARD OF TRUSTEES OF STATE DRAFT DRAWING INDEX SHEET TITLE CIVIL C000 COVER SHEET C001 ABBREVIATIONS, NOTES, AND LEGEND EXISTING CONDITIONS PLAN (1 OF 10) EXISTING CONDITIONS PLAN (2 OF 10) EXISTING CONDITIONS PLAN (3 OF 10) EXISTING CONDITIONS PLAN (4 OF 10) EXISTING CONDITIONS PLAN (5 OF 10) EXISTING CONDITIONS PLAN (6 OF 10) EXISTING CONDITIONS PLAN (7 OF 10) EXISTING CONDITIONS PLAN (8 OF 10) EXISTING CONDITIONS PLAN (9 OF 10) EXISTING CONDITIONS PLAN (10 OF 10) C002 ENVIRONMENTAL CONSTRAINTS PLAN C100 EROSION, SEDIMENTATION CONTROL, AND DEMOLITION PLAN (WEST) C101 EROSION, SEDIMENTATION CONTROL, AND DEMOLITION PLAN (NORTH) C102 EROSION, SEDIMENTATION CONTROL, AND DEMOLITION PLAN (SOUTH) C103 EROSION, SEDIMENTATION CONTROL, AND DEMOLITION PLAN (EAST) C104 OVERALL SITE PLAN C105 SITE PLAN (WEST) C106 SITE PLAN (NORTH) C107 SITE PLAN (SOUTH) C108 SITE PLAN (EAST) C109 UTILITY PLAN (WEST) C110 UTILITY PLAN (NORTH) C111 UTILITY PLAN (SOUTH) C112 UTILITY PLAN (EAST) C113 UTILITY PLAN (SOUTH) ADDITIONAL SCOPE C114 GRADING & DRAINAGE PLAN (WEST) C115 GRADING & DRAINAGE PLAN (NORTH) C116 GRADING & DRAINAGE PLAN (SOUTH) C117 GRADING & DRAINAGE PLAN (EAST) C118 DRAINAGE SCHEDULE C500 DETAILS (1 OF 8) C501 DETAILS (2 OF 8) C502 DETAILS (3 OF 8) C503 DETAILS (4 OF 8) C504 DETAILS (5 OF 8) C505 DETAILS (6 OF 8) C506 DETAILS (7 OF 8) C507 DETAILS (8 OF 8) LANDSCAPE L100 KEY PLAN - AVB L101 MATERIALS AND LAYOUT - AVB-1 L102 MATERIALS AND LAYOUT - AVB-2 L103 MATERIALS AND LAYOUT - AVB-3 L104 MATERIALS AND LAYOUT - AVB-4 L201 GRADING-AVB-1 L202 GRADING-AVB-2 L203 GRADING-AVB-3 L204 GRADING-AVB-4 L300 PLANTING SCHEDULE-AVB L301 PLANTING-AVB-1 L302 PLANTING-AVB-2 L303 PLANTING-AVB-3 L304 PLANTING-AVB-4 L401 SITE SECTIONS L402 SITE SECTIONS L501 DETAILS - PAVING, CURBS, AND WALLS L502 DETAILS - WALLS AND STAIRS L503 DETAILS - FURNISHINGS L504 DETAILS - PLANTING LT101 SITE LIGHTING PHOTOMETRICS PLAN - AVB PERMITTING 04-07-261 PERMITTING 04-20-262 Project: COPYRIGHT 2025 WESTON & SAMPSON 978.532.1900 www.westonandsampson.com 800.SAMPSON Weston & Sampson Engineers, Inc. 55 Walkers Brook Drive, Suite 100 Reading, MA 01867 SALEM STATE SOUTH CAMPUS REDEVELOPMENT AVALON SALEM 8 HARRISON ROAD SALEM, MA 01970 Client: Seal: Revisions: No. Date Description COA: Issued For: Drawing Title: Sheet Number: Scale: W&S File No.: W&S Project No.: Approved By: Date: Reviewed By: Drawn By: COPYRIGHT © 2025 BY WESTON & SAMPSON THIS DRAWING HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE CLIENT & PROJECT NAME LISTED ON THIS DRAWING ONLY. REPRODUCTION, RELEASE OF UTILIZATION OF THE DRAWING CONTENT BY OTHER CLIENTS / FIRMS AND ON OTHER PROJECTS IS PROHIBITED BY LAY. WESTON & SAMPSON RETAINS THE EXCLUSIVE USE OF THE INTELLECTUAL PROPERTY CONTAINED HEREIN. JANUARY 8, 2026 AS SHOWN DKE, WEB MJY JMJ ENG22-1227 AVALONBAY COMMUNITIES, INC. 600 ATLANTIC AVENUE, 20TH FLOOR BOSTON, MA 02210 PERMITTING (NOT FOR CONSTRUCTION) DRAFT 1 04-07-26 PERMITTING 2 04-20-26 PERMITTING C001 ABBREVIATIONS, NOTES, & LEGEND CBF D MADOT STANDARD SPECIFICATION REFERENCE NUMBER T T E E S GW GW V EASEMENT LINE UTILITIES GICI GUTTER INLET W/ CURB INLET CBCI CATCH BASIN W/ CURB INLET CB CATCH BASIN C.I.T.CHANGE IN TYPE CTE CONNECT TO EXISTING F&G FRAME AND GRATE F&C FRAME AND COVER CI CURB INLET CIP CAST IRON PIPE CMP CORRUGATED METAL PIPE DI DUCTILE IRON PIPE GI GUTTER INLET ACCM PIPE ASPHALT COATED CORRUGATED METAL PIPE HYD HYDRANT INV. ELEV.INVERT ELEVATION UP UTILITY POLE SMH SEWER MANHOLE WG WATER GATE DS DOWN SPOUT HDPE HIGH DENSITY POLYETHYLENE PIPE PVC POLYVINYL CHLORIDE RCP REINFORCED CONCRETE PIPE DMH DRAIN MANHOLE LB LEACHING BASIN LG LEACHING GALLEY CI CAST IRON OCS OUTLET CONTROL STRUCTURE OGT OIL AND GRIT TRAP VC VITRIFIED CLAY PIPE LP LIGHT POLE OHW OVERHEAD WIRE UPLP UTILITY POLE WITH LIGHT SWTU STORM WATER TREATMENT UNIT HH HANDHOLE GW GARAGE WASTE CO CLEANOUT LC LEACHING CHAMBER GV GATE VALVE GALV.GALVANIZED F&I FURNISH & INSTALL BGS BELOW GRADE SURFACE GENERAL PROP PROPOSED ADJ ADJUST BLDG BUILDING BIT. CONC. BITUMINOUS CONCRETE CEM. CONC. CEMENT CONCRETE B BASELINE N.T.S.NOT TO SCALE B.M. BENCH MARK ABAN ABANDON MB MAIL BOX GRAN. CURB GRANITE CURB EXIST. (OR EX.) EXISTING FDN FOUNDATION F.L. (OR F)FLOW LINE P PROPERTY LINE PVMT PAVEMENT P.W.W. PAVED WATERWAY RC REINFORCED CONCRETE M.H.B.MASSACHUSETTS HIGHWAY BOUND REM REMOVE REMOD REMODEL RET RETAIN R.O.W.RIGHT-OF-WAY R&R REMOVE AND RESET R,R&R REMOVE, RELOCATED AND RESET R&S REMOVE AND STACK R&D REMOVE AND DISPOSE SB STONE BOUND NIC NOT IN CONTRACT H.C.HANDICAP WCR WHEELCHAIR RAMP FF FINISHED FLOOR HMA HOT MIX ASPHALT G.C. GENERAL CONTRACTOR E.C.ELECTRICAL CONTRACTOR P.C.PLUMBING CONTRACTOR SWEL SOLID WHITE EDGE LINE BWLL BROKEN WHITE LANE LINE SYEL SOLID YELLOW EDGE LINE SB/DH STONE BOUND/ DRILL HOLE CLF CHAIN LINK FENCE TEMP.TEMPORARY TYP.TYPICAL EQ EQUIPMENT H.C.HANDICAP EOP EDGE OF PAVEMENT PROT PROTECT CTE CONNECT TO EXISTING RL ROOF LEADER L.O.W.LIMIT OF WORK VIF VERIFY IN FIELD APPROX.APPROXIMATE TBM TEMPORARY BENCHMARK ALT.ALTERNATE ALIGNMENT/GRADING BW BOTTOM OF WALL BC BOTTOM OF CURB PI POINT OF INTERSECTION PC POINT OF CURVATURE PT POINT OF TANGENCY PRC POINT OF REVERSE CURVATURE PCC POINT OF COMPOUND CURVATURE PVI POINT OF VERTICAL INTERSECTION PVC POINT OF VERTICAL CURVATURE PVT POINT OF VERTICAL TANGENCY ELEV ELEVATION CC CENTER OF CURVE H.P.HIGH POINT L.P.LOW POINT R RADIUS OF CURVATURE STA STATION S.S.D. STOPPING SIGHT DISTANCE TC TOP OF CURB TW TOP OF WALL DEMOLITION & SITE PREPARATION NOTES 1.THE CONTRACTOR SHALL INCLUDE IN THE BID THE COST OF REMOVING ANY EXISTING SITE FEATURES AND APPURTENANCES NECESSARY TO ACCOMPLISH THE CONSTRUCTION OF THE PROPOSED SITE IMPROVEMENTS. THE CONTRACTOR SHALL ALSO INCLUDE IN THE BID THE COST NECESSARY TO RESTORE SUCH ITEMS IF THEY ARE SCHEDULED TO REMAIN AS PART OF THE FINAL SITE IMPROVEMENTS. REFER TO PLANS TO DETERMINE EXCAVATION, DEMOLITION AND TO DETERMINE THE LOCATION OF THE PROPOSED SITE IMPROVEMENTS. 2.THE OWNER RESERVES THE RIGHT TO REVIEW ALL MATERIALS DESIGNATED FOR REMOVAL AND TO RETAIN OWNERSHIP OF SUCH MATERIALS. IF THE OWNER RETAINS ANY MATERIAL THE CONTRACTOR SHALL ALLOW ARRANGEMENTS WITH THE OWNER TO HAVE THOSE MATERIALS REMOVED OFF SITE AT NO ADDITIONAL COST. 3.UNLESS SPECIFICALLY NOTED TO BE SAVED / STOCKPILED (R&S) OR REUSED / RELOCATED (R&R), ALL SITE FEATURES CALLED FOR REMOVAL (REM) SHALL BE REMOVED WITH THEIR FOOTINGS, ATTACHMENTS, BASE MATERIAL, ETC, TRANSPORTED FROM THE SITE TO BE DISPOSED OF IN A LAWFUL MANNER AT AN ACCEPTABLE DISPOSAL SITE AND AT NO COST TO THE OWNER. 4.ALL EXISTING SITE FEATURES TO REMAIN SHALL BE PROTECTED THROUGHOUT THE CONSTRUCTION PERIOD. ANY FEATURES DAMAGED DURING CONSTRUCTION OPERATIONS SHALL BE REPAIRED OR REPLACED TO THE SATISFACTION OF THE OWNER'S REPRESENTATIVE AT NO ADDITIONAL COST. 5.DURING EARTHWORK OPERATIONS, CONTRACTOR SHALL TAKE CARE TO NOT DISTURB EXISTING MATERIALS TO REMAIN, OUTSIDE THE LIMITS OF EXCAVATION AND BACKFILL AND SHALL TAKE WHATEVER MEASURES NECESSARY, AT THE CONTRACTOR'S EXPENSE, TO PREVENT ANY EXCAVATED MATERIAL FROM COLLAPSING. ALL BACKFILL MATERIALS SHALL BE PLACED AND COMPACTED AS SPECIFIED TO THE SUBGRADE REQUIRED FOR THE INSTALLATION OF THE REMAINDER OF THE CONTRACT WORK. 6.IT SHALL BE THE CONTRACTOR'S OPTION, WITH CONCURRENCE OF THE OWNER, TO REUSE EXISTING GRAVEL IF IT MEETS THE REQUIREMENTS OF THE SPECIFICATIONS FOR GRAVEL BORROW. 7.ALL ITEMS CALLED FOR REMOVAL SHALL BE REMOVED TO FULL DEPTH INCLUDING ALL FOOTINGS, FOUNDATIONS, AND OTHER APPURTENANCES, EXCEPT AS SPECIFICALLY NOTED OTHERWISE. 8.'CLEAR AND GRUB VEGETATION' SHALL INCLUDE REMOVAL OF GRASS, SHRUBS, AND UNDERBRUSH, REMOVAL OF ROOTS, ROUGH GRADING, INSTALLATION OF LOAM (IF APPLICABLE), FINE GRADING, SEEDING AND TURF ESTABLISHMENT BY THE CONTRACTOR. 9.TREES DESIGNATED FOR REMOVAL SHALL BE TAGGED BY CONTRACTOR AND APPROVED BY OWNER'S REPRESENTATIVE PRIOR TO COMMENCEMENT OF CONSTRUCTION. 10.THE STORAGE OF MATERIALS AND EQUIPMENT WILL BE PERMITTED AT LOCATIONS DESIGNATED BY OWNER OR OWNER'S REPRESENTATIVE. PROTECTION OF STORED MATERIALS AND EQUIPMENT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 11.STRIP & STORE EXISTING TOPSOIL FOR LATER REUSE WHERE APPROPRIATE, AND AS NOTED ON PLAN, WITH APPROPRIATE EROSION AND SEDIMENT CONTROLS. 12.LOAM / TOP SOIL DESIGNATED FOR REUSE AS GENERAL FILL SHALL BE BLENDED WITH SUITABLE BORROW MATERIAL AS SPECIFIED. 13.THE CONTRACTOR SHALL PROTECT EXISTING TREES TO REMAIN, CONTRACTOR SHALL INSTALL TREE PROTECTION BARRIER AFTER CLEARING UNDERBRUSH AND TAKE DUE CARE TO PREVENT INJURY TO TREES DURING CLEARING OPERATIONS. GENERAL NOTES 1.TOPOGRAPHICAL INFORMATION BASED UPON A PLAN ENTITLED "BOUNDARY, TOPOGRAPHIC & UTILITY SURVEY" BY CONTROL POINT ASSOCIATES, INC. DATED DECEMBER 16, 2025. 2.REFER TO EXISTING CONDITIONS FOR SURVEY LEGEND. ALL BIDDERS ARE REQUIRED TO INSPECT THE PROJECT SITE IN ITS ENTIRETY PRIOR TO SUBMITTING THEIR BID, AND BECOME FAMILIAR WITH ALL CONDITIONS AS THEY MAY AFFECT THEIR BID. CONTRACTOR AND SUB-CONTRACTOR SHALL BE FAMILIAR WITH ALL DRAWINGS AND SPECIFICATIONS PRIOR TO COMMENCING THE CONSTRUCTION. 3.LOCATIONS OF ANY UTILITIES SHOWN ON THESE PLANS ARE APPROXIMATE ONLY. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF SUCH UTILITIES, PROTECTING ALL EXISTING UTILITIES AND REPAIRING ANY DAMAGE DONE DURING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ON-SITE COORDINATION WITH UTILITY COMPANIES AND PUBLIC AGENCIES AND FOR OBTAINING ALL REQUIRED PERMITS AND PAYING ALL REQUIRED FEES. IN ACCORDANCE WITH M.G.L. CHAPTER 82, SECTION 40, INCLUDING AMENDMENTS, CONTRACTORS SHALL NOTIFY ALL UTILITY COMPANIES AND GOVERNMENT AGENCIES IN WRITING PRIOR TO EXCAVATION. 4.WHERE AN EXISTING UTILITY IS FOUND TO CONFLICT WITH THE PROPOSED WORK, THE LOCATION, ELEVATION AND SIZE OF THE UTILITY SHALL BE ACCURATELY DETERMINED WITHOUT DELAY BY THE CONTRACTOR AND THE INFORMATION FURNISHED TO THE ENGINEER FOR RESOLUTION OF THE CONFLICT. 5.THE CONTRACTOR SHALL MAKE ALL ARRANGEMENTS FOR THE ALTERATION AND ADJUSTMENT OF GAS, ELECTRIC, TELEPHONE AND ANY OTHER PRIVATE UTILITIES BY THE UTILITY OWNER AT NO ADDITIONAL COST TO THE OWNER. 6.CONTRACTOR SHALL BE RESPONSIBLE FOR REVIEWING ALL DRAWINGS AND SPECIFICATIONS TO DETERMINE THE EXTENT OF EXCAVATION AND DEMOLITION REQUIRED TO RECEIVE SITE IMPROVEMENTS. 7.ANY DISCREPANCIES OR CONFLICTS BETWEEN THE DRAWINGS AND EXISTING CONDITIONS, EXISTING CONDITIONS TO REMAIN, TEMPORARY CONSTRUCTION, PERMANENT CONSTRUCTION AND WORK OF ADJACENT CONTRACTS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER BEFORE PROCEEDING. ITEMS ENCOUNTERED IN AREAS OF EXCAVATION THAT ARE NOT INDICATED ON THE DRAWINGS, BUT ARE VISIBLE ON SURFACE, SHALL BE THE CONTRACTOR'S RESPONSIBILITY AND SHALL BE REMOVED AT NO ADDITIONAL COST TO THE OWNER. 8.ANY ALTERATIONS TO THESE DRAWINGS MADE IN THE FIELD DURING CONSTRUCTION SHALL BE RECORDED BY THE GENERAL CONTRACTOR ON "AS-BUILT" DRAWINGS. 9.ALL AREAS DISTURBED BY THE CONTRACTOR'S OPERATIONS OUTSIDE THE PROJECT LIMITS, SHALL BE RESTORED TO THE ORIGINAL CONDITION BY THE CONTRACTOR AT NO ADDITIONAL COST AND TO THE SATISFACTION OF THE OWNER. 10.ALL WORK SHOWN ON THE PLANS AS BOLD SHALL REPRESENT PROPOSED WORK. THE TERM "PROPOSED (PROP)" INDICATES WORK TO BE CONSTRUCTED USING NEW MATERIALS OR, WHERE APPLICABLE, RE-USING EXISTING MATERIALS IDENTIFIED AS "REMOVE AND RESET (R&R)", OR REMOVE, RELOCATE, RESET, (R,R&R). 11.ALL KNOWN EXISTING STATE, COUNTY AND CITY LOCATION LINES AND PRIVATE PROPERTY LINES HAVE BEEN ESTABLISHED FROM AVAILABLE INFORMATION AND ARE INDICATED ON THE PLANS. 12.THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PROTECT HIS EMPLOYEES, AS WELL AS PUBLIC USERS FROM INJURY DURING THE ENTIRE CONSTRUCTION PERIOD USING ALL NECESSARY SAFEGUARDS, INCLUDING BUT NOT LIMITED TO, THE ERECTION OF TEMPORARY WALKS, STRUCTURES, PROTECTIVE BARRIERS, COVERING, OR FENCES AS NEEDED. 13.THE CONTRACTOR SHALL SUPPLY THE OWNER WITH THE NAME OF THE OSHA "COMPETENT PERSON" PRIOR TO CONSTRUCTION. 14.FILLING OF EXCAVATED AREAS SHALL NOT TAKE PLACE WITHOUT THE PRESENCE OR PERMISSION OF THE OWNER. 15.EXISTING TREES TO REMAIN SHALL BE PROTECTED FROM CONSTRUCTION ACTIVITIES. NO STOCKPILING OF MATERIAL, EQUIPMENT OR VEHICULAR TRAFFIC SHALL BE ALLOWED WITHIN THE DRIP LINE OF TREES TO REMAIN. NO GUYS SHALL BE ATTACHED TO ANY TREE TO REMAIN. WHEN NECESSARY OR AS DIRECTED BY THE ENGINEER, THE CONTRACTOR SHALL ERECT TEMPORARY BARRIERS FOR THE PROTECTION OF EXISTING TREES DURING CONSTRUCTION. 16.TREES AND SHRUBS WITHIN THE LIMITS OF WORK SHALL BE REMOVED ONLY UPON THE APPROVAL OF THE ENGINEER OR AS NOTED ON THE PLANS. 17.THE CONTRACTOR SHALL CALL DIGSAFE AT 1-888-344-7233 AT LEAST 72 HOURS, SATURDAYS, AND HOLIDAYS EXCLUDED, PRIOR TO EXCAVATING AT ANY LOCATION. A COPY OF THE DIGSAFE PROJECT REFERENCE NUMBER(S) SHALL BE GIVEN TO THE OWNER PRIOR TO EXCAVATION. 18.NO FILLING SHALL OCCUR AROUND EXISTING TREES TO REMAIN WITHOUT THE APPROVAL OF THE OWNER OR OWNER REPRESENTATIVE. 19.THE CONTRACTOR SHALL REMOVE ALL SURFACE VEGETATION PRIOR TO GRADING THE SITE. STUMPS SHALL BE STOCKPILED ON SITE FOR DISPOSAL BY THE GC. TEMPORARY EROSION CONTROL MEASURES SHOWN ON THE DRAWINGS (INCLUDING SILT FENCE, STRAW WATTLES, OR SILT SOCKS) SHALL BE INSTALLED BY THE CONTRACTOR UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THESE TEMPORARY EROSION CONTROL MEASURES THROUGHOUT THE PROJECT WHICH COST SHALL BE INCIDENTAL TO THE PROJECT. 20.ALL UNSUITABLE UNCONTAMINATED EXCESS SOIL FROM CONSTRUCTION ACTIVITIES SHALL BE STOCKPILED ON SITE, AS DIRECTED BY THE OWNER, AT NO ADDITIONAL COST TO THE OWNER. REMOVAL ACTIVITIES SHALL BE IN ACCORDANCE WITH STATE AND LOCAL REGULATIONS AT NO ADDITIONAL COST TO THE OWNER. SUITABLE SOIL EXCAVATION AS PART OF THE PROJECT MUST MEET ONE OR MORE OF THE MATERIAL REQUIREMENTS SPECIFIED IN THE GEOTECHNICAL REPORT. ON-SITE FILL MATERIALS, WHICH DO NOT CONFORM TO THE GEOTECHNICAL REPORT, SHALL NOT BE USED BELOW ANY STRUCTURES. IF THE CONTRACTOR PROPOSES TO USE THE EXISTING FILL ON SITE BELOW PAVEMENT AREAS, HE MUST DEMONSTRATE THAT THE FILL MEETS THE REQUIREMENTS OF THE GEOTECHNICAL REPORT. ALL EXCAVATED FILL MATERIAL WHICH DOES NOT MEET THE REQUIREMENTS OF THE CONTRACT DOCUMENTS SHALL BE REMOVED AND DISPOSED OF OFF-SITE AT NO ADDITIONAL COST. 21.CONTRACTOR IS RESPONSIBLE FOR STAKING CONSTRUCTION BASELINES IN FIELD. NO CONSTRUCTION WILL BE PERFORMED WITHOUT THE PROPOSED BASELINES AND LAYOUTS APPROVED BY THE ENGINEER. 22.NO FILL SHALL CONTAIN HAZARDOUS MATERIALS. 23.CONTRACTOR SHALL PROVIDE TEMPORARY FENCING AROUND PERIMETER OF WORK AREA (LIMIT OF WORK). FENCE SHALL NOT IMPEDE TRAVEL WAYS. 24.ANY QUANTITIES SHOWN ON PLANS ARE FOR COMPARATIVE BIDDING PURPOSES ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VISIT THE PROJECT SITE TO VERIFY ALL QUANTITIES AND CONDITIONS PRIOR TO SUBMITTING BID. 25.ALL EXISTING DRAINAGE FACILITIES TO REMAIN SHALL BE MAINTAINED FREE OF DEBRIS, SOIL, SEDIMENT, AND FOREIGN MATERIAL AND OPERATIONAL THROUGHOUT THE LIFE OF THE CONTRACT. REMOVE ALL SOIL, SEDIMENT, DEBRIS AND FOREIGN MATERIAL FROM ALL DRAINAGE STRUCTURES, INCLUDING BUT NOT LIMITED TO, DRAINAGE INLETS, MANHOLES AND CATCH BASINS WITHIN THE LIMIT OF WORK AND DRAINAGE STRUCTURES OUTSIDE THE LIMIT OF WORK THAT ARE IMPACTED BY THE WORK FOR THE ENTIRE DURATION OF CONSTRUCTION. 26.CONTRACTOR'S STAGING AREA MUST BE WITHIN THE CONTRACT LIMIT LINE AND IN AREAS APPROVED BY OWNER. ANY OTHER AREAS THAT THE CONTRACTOR MAY WISH TO USE FOR STAGING MUST BE COORDINATED WITH THE OWNER. 27.THE CONTRACTOR SHALL KEEP ALL STREETS, PARKING LOTS AND WALKS THAT ARE NOT RESTRICTED FROM PUBLIC USE DURING CONSTRUCTION BROOM CLEAN AT ALL TIMES. THE CONTRACTOR SHALL USE ACCEPTABLE METHODS AND MATERIALS TO MAINTAIN ADEQUATE DUST CONTROL THROUGHOUT CONSTRUCTION. 28.CONTRACTOR SHALL COORDINATE ALL WORK WITH THE OWNER. 29.CONTRACTOR SHALL DEWATER AS NECESSARY TO PERFORM THE PROPOSED WORK. CONTRACTOR SHALL BE AWARE OF PERCHED GROUNDWATER. (SEE GEOTECHNICAL REPORT). 30.THE LIMIT OF WORK SHALL BE DELINEATED IN THE FIELD PRIOR TO THE START OF SITE CLEARING OR CONSTRUCTION. 31.DEEP SUMP CATCH BASINS SHALL BE CLEANED FOLLOWING CONSTRUCTION AND SHALL FOLLOW THE OPERATION AND MAINTENANCE PLAN THEREAFTER. 32.HAULING OF EARTH MATERIALS TO AND FROM THE SITE SHALL BE RESTRICTED TO THE HOURS OF 7:00 AM TO 3:00 PM MONDAY THROUGH FRIDAY. 33.ANY BOULDERS 3 CY OR SMALLER SHALL BE CONSIDERED UNDOCUMENTED FILL AND SHALL BE DISPOSED OF AT NO ADDITIONAL COST TO THE OWNER. 34.THE TERM "AS DIRECTED" AS USED IN THE CONTRACT DRAWINGS SHALL BE REPLACED WITH "AS REQUIRED". 35.DRIVE AISLES, LANDSCAPED SETBACK AREAS AND REQUIRED PARKING SPACES SHALL NOT BE USED FOR SNOW STORAGE. ONCE DESIGNATED SNOW STORAGE AREAS REACH CAPACITY OR INTERFERE WITH VISIBILITY, SNOW SHALL BE TRUCKED OFF-SITE. 36.CONTRACTOR SHALL FLAG ALL EXISTING SURVEY MONUMENTS AND PROTECT IN PLACE. 37.AS NOTED IN SECTION 8.9.2 OF THE COASTAL RESILIENCY OVERLAY DISTRICT ORDINANCE, THE SLR BFE SHALL BE NO LOWER THAN THE CORRESPONDING MASSACHUSETTS COAST FLOOD RISK MODEL (MC-FRM) PROJECTED 100-YEAR FLOOD EVENT'S SIGNIFICANT WAVE HEIGHT IN 2070. AS DEPICTED ON MAPPING ON FILE WITH THE CITY OF SALEM DEPARTMENT OF PLANNING & COMMUNITY DEVELOPMENT, THE SLR BFE HAS BEEN DETERMINED TO BE 13.8 FT-NAVD88. WESTON & SAMPSON PROVIDED A FLOOD MITIGATION ANALYSIS ALSO UTILIZING THE MC-FRM AND INDEPENDENTLY CONFIRMED THE SLR BFE TO BE 13.8 FT-NAVD88. EROSION AND SEDIMENT CONTROL NOTES 1.ALL SEDIMENT AND EROSION CONTROL DEVICES SHALL BE PUT INTO PLACE PRIOR TO BEGINNING ANY CONSTRUCTION OR DEMOLITION. REFER TO PLAN FOR APPROXIMATE LOCATION OF EROSION AND SEDIMENT CONTROL. REFER TO SPECS AND DETAILS FOR TYPE OF EROSION AND SEDIMENT CONTROL. 2.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTINUAL MAINTENANCE OF ALL CONTROL DEVICES THROUGHOUT THE DURATION OF THE PROJECT. 3.CONTRACTOR SHALL MEET ALL OF THE STATE OF MASSACHUSETTS D.E.P. AND THE CITY OF SALEM WETLAND ORDINANCE REGULATIONS FOR SEDIMENT AND EROSION CONTROL. 4.EXCAVATED MATERIAL STOCKPILED ON THE SITE SHALL BE SURROUNDED BY A RING OF UNBROKEN SEDIMENT AND EROSION CONTROL FENCE. THE LIMITS OF ALL GRADING AND DISTURBANCE SHALL BE KEPT TO A MINIMUM WITHIN THE APPROVED AREA OF CONSTRUCTION. ALL AREAS OUTSIDE OF THE LIMIT OF CONTRACT SHALL REMAIN TOTALLY UNDISTURBED UNLESS OTHERWISE APPROVED BY OWNER'S REPRESENTATIVE. 5.ALL CATCH BASINS AND DRAIN GRATES WITHIN LIMIT OF CONTRACT SHALL BE PROTECTED WITH FILTER FABRIC DURING THE ENTIRE DURATION OF CONSTRUCTION. 6.EROSION CONTROL BARRIERS TO BE INSTALLED AT THE TOE OF SLOPES. SEE SITE PREPARATION PLAN, NOTES, DETAILS AND SPECIFICATIONS. 7.ANY AREA OUTSIDE THE PROJECT LIMIT THAT IS DISTURBED SHALL BE RESTORED TO ITS ORIGINAL CONDITION AT NO COST TO THE OWNER. 8.THE CONTRACTOR SHALL PROVIDE DUST CONTROL FOR CONSTRUCTION OPERATIONS AS APPROVED BY OWNER. 9.ALL POINTS OF CONSTRUCTION EGRESS OR INGRESS SHALL BE MAINTAINED TO PREVENT TRACKING OR FLOWING OF SEDIMENT ON TO PUBLIC/PRIVATE ROADS. LAYOUT & MATERIALS NOTES 1.REFER TO A PLAN ENTITLED "BOUNDARY, TOPOGRAPHIC & UTILITY SURVEY" BY CONTROL POINT ASSOCIATES, INC. DATED DECEMBER 16, 2025 FOR SURVEY INFORMATION. 2.COORDINATE ALL LAYOUT ACTIVITIES WITH THE SCOPE OF WORK CALLED FOR BY DEMOLITION, GRADING AND UTILITIES OPERATIONS ENCOMPASSED BY THIS CONTRACT. SET, PROTECT AND REPLACE REFERENCE STAKES AS NECESSARY OR AS REQUIRED BY THE OWNER'S REPRESENTATIVE. 3.ALL WORK SHALL BE PERFORMED BY CONTRACTOR UNLESS SPECIFICALLY INDICATED THAT THE WORK WILL BE PERFORMED "BY OTHERS". 4.TO FACILITATE LAYOUT OF PROPOSED SITE FEATURES AND FACILITIES, LAYOUT INFORMATION FOR CERTAIN FUTURE WORK, WHICH IS NOT INCLUDED WITHIN THE SCOPE OF THIS CONTRACT HAS BEEN PROVIDED ON THE LAYOUT AND MATERIALS PLAN FOR INFORMATION ONLY. THE LAYOUT OF SITE AMENITIES AND FENCES MUST BE APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION. SOME ITEMS ARE "NOT IN CONTRACT" (NIC) AND SHOWN FOR REFERENCE ONLY. 5.THE LAYOUT OF SITE AMENITIES AND FENCES MUST BE APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION. 6.THE LAYOUT OF ALL NEW PATHWAYS / WALKWAYS AND THE GRADING OF ALL SLOPES AND CROSS SLOPES SHALL CONFORM TO THE COMMONWEALTH OF MASSACHUSETTS RULES AND REGULATIONS FOR HANDICAP ACCESS CMR 521, AND THE AMERICANS WITH DISABILITIES ACT (ADA), TITLE 3. THE CONTRACTOR SHALL NOTIFY THE OWNER IMMEDIATELY OF ANY DISCREPANCIES BETWEEN ACTUAL CONDITIONS AND THOSE REQUIRED. 7.ALL LAYOUT LINES, OFFSETS, OR REFERENCES TO LOCATING OBJECTS ARE EITHER PARALLEL OR PERPENDICULAR UNLESS OTHERWISE DESIGNATED WITH ANGLE OFFSETS NOTED. 8.ALL PROPOSED SITE FEATURES SHALL BE LAID OUT AND STAKED FOR REVIEW AND APPROVAL BY THE OWNER'S REPRESENTATIVE PRIOR TO COMMENCEMENT OF INSTALLATION. ANY REQUIRED ADJUSTMENTS TO THE LAYOUT SHALL BE UNDERTAKEN AS REQUIRED, AT NO ADDITIONAL COST TO THE OWNER. 9.ALL PROPOSED PAVEMENTS SHALL MEET THE LINE AND GRADE OF EXISTING ADJACENT PAVEMENT SURFACES AND SHALL BE TREATED WITH AN RS-1 TACK COAT AT POINT OF CONNECTION. ALL PATHWAY WIDTHS SHALL BE AS NOTED ON THE LAYOUT AND MATERIALS PLAN. 10.THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND GRADES ON THE GROUND AND REPORT ANY DISCREPANCIES IMMEDIATELY TO THE OWNER. 11.THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD MEASUREMENT OF ALL PROPOSED FENCES AND GATES. 12.THE DEPTH OF LOAM BORROW FOR ALL PROPOSED LAWN AREAS SHALL BE 6" MINIMUM. ALL DISTURBED AREAS SHALL BE RESTORED WITH LOAM AND SEED UNLESS OTHERWISE NOTED 13.ALL REFERENCES TO LOAM AND SEED (L&S) REFER TO HYDROMULCH SEEDED LAWN. 14.REFER TO DETAIL DRAWINGS FOR CONSTRUCTION DETAILS. GRADING, UTILITIES & DRAINAGE NOTES 1.ALL WORK RELATING TO INSTALLATION, RENOVATION OR MODIFICATION OF WATER, DRAINAGE AND/OR SEWER SERVICES SHALL BE PERFORMED IN ACCORDANCE WITH THE STANDARDS OF THE CITY OF SALEM. 2.THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND GRADES ON THE GROUND AND REPORT ANY DISCREPANCIES IMMEDIATELY TO THE OWNER. 3.ALL GRADING IS TO BE SMOOTH AND CONTINUOUS WHERE PROPOSED GRAVEL SURFACE MEETS EXISTING SURFACE, BLEND THE TWO PAVEMENTS AND ELIMINATE ROUGH SPOTS AND ABRUPT GRADE CHANGES AND MEET LINE AND GRADE OF EXISTING CONDITIONS WITH NEW IMPROVEMENTS. 4.CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE (1.5% MINIMUM) AWAY FROM ALL BUILDING FOUNDATIONS AND STRUCTURES. 5.CONTRACTOR SHALL ENSURE ALL AREAS ARE PROPERLY PITCHED TO DRAIN, WITH NO SURFACE WATER PONDING OR PUDDLING. 6.ALL NEW WALKWAYS / ACCESS PATHS MUST CONFORM TO CURRENT AMERICANS WITH DISABILITIES ACT (ADA) REGULATIONS: WALKWAYS SHALL MAINTAIN A CROSS PITCH OF NOT MORE THAN ONE AND A HALF PERCENT (1.5%) AND THE RUNNING SLOPE (PARALLEL TO THE DIRECTION OF TRAVEL) BETWEEN 1% MIN. AND 5% MAX. 7.MINIMUM SLOPE ON ALL WALKWAYS WILL BE 1:100 OR 1% TO PROVIDE POSITIVE DRAINAGE. ANY DISCREPANCIES NOT ALLOWING THIS TO OCCUR SHALL BE REPORTED TO THE OWNER PRIOR TO CONTINUING WORK. 8.ALL UTILITY GRATES, COVERS OR OTHER SURFACE ELEMENTS INTENDED TO BE EXPOSED AT GRADE SHALL BE FLUSH WITH THE ADJACENT FINISHED GRADE AND ADJUSTED TO PROVIDE A SMOOTH TRANSITION AT ALL EDGES. 9.THE CONTRACTOR SHALL SET SUBGRADE ELEVATIONS TO ALLOW FOR POSITIVE DRAINAGE AND PROVIDE EROSION CONTROL DEVICES, STRUCTURES, MATERIALS AND CONSTRUCTION METHODS TO DIRECT SILT MIGRATION AWAY FROM DRAINAGE AND OTHER UTILITY SYSTEMS, PUBLIC/PRIVATE STREETS AND WORK AREAS. CLEAN BASINS REGULARLY AND AT THE END OF THE PROJECT. 10.EXCAVATION REQUIRED WITHIN PROXIMITY OF KNOWN EXISTING UTILITY LINES SHALL BE DONE BY HAND. CONTRACTOR SHALL REPAIR ANY DAMAGE TO EXISTING UTILITY LINES OR STRUCTURES INCURRED DURING CONSTRUCTION OPERATIONS AT NO COST TO THE OWNER. 11.WHERE NEW EARTHWORK MEETS EXISTING EARTHWORK, CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY INTO EXISTING, PROVIDING VERTICAL CURVES OR ROUNDS AT ALL TOP AND BOTTOM OF SLOPES. 12.WHERE A SPECIFIC LIMIT OF WORK LINE IS NOT OBVIOUS OR IMPLIED, BLEND GRADES TO EXISTING CONDITIONS WITHIN 5 FEET OF PROPOSED CONTOURS. 13.RESTORE ALL DISTURBED AREAS AND LIMITS OF ALL REMOVALS TO LOAM AND SEED (L&S) UNLESS OTHERWISE NOTED. 14.SEE GEOTECHNICAL REPORT FOR SPECIFIC EXCAVATION AND FILLING PROCEDURES. TELEPHONE/COMMUNICATIONS/FIRE ALARM ELECTRIC DUCT SEWER MAIN BY PLUMBING SEWER MAIN DRAIN PIPE LIGHTPOLE WELL HYDRANT WATER GATE VALVE GAS GATE DRAINAGE MANHOLE SEWER MANHOLE TELEPHONE MANHOLE ELECTRIC MANHOLE HANDHOLE (NUMBER AS NOTED) EDGE OF ROAD CURB (OR BERM)-TYPE NOTED LEACHING GALLEY CATCH BASIN CURB INLET CATCH BASIN GARAGE WASTE LINE GARAGE WASTE LINE PER PLUMBING VENTS PER PLUMBING GAS MAIN WATER MAIN OVERHEAD WIRES GUARD RAIL (SIZE AND TYPE NOTED) HIGHWAY / PROPERTY BOUND (TYPE NOTED) CITY OR TOWN OR COUNTY LAYOUT LINE CITY,TOWN OR COUNTY BOUNDARY BASE OR SURVEY LINE WHEELCHAIR RAMP (WCR) TREE (SIZE AND TYPE NOTED) TEST PIT/BORINGS UTILITY POLE GUY POLE FLAG POLE SIGN TREE LINE BOLLARD BIKE RACK SAWCUT EROSION CONTROL (SPECIFIED ON PLANS) LIMIT OF WORK TEMPORARY FENCE CONCRETE BOUND FOUND TEMPORARY BENCHMARK (TBM) OHWOHW PHASE ONE LIMIT OF WORK EXISTING ROW LINE PROPOSED ROW LINE FENCE (SIZE AND TYPE NOTED) PICK M A N R O A D (PU B L I C - 4 0 ' W I D E R O W ) (PE R R E F . # 3 ) HAYE S R O A D (PUB L I C - 4 0 ' W I D E R O W ) (PER R E F . # 3 ) LOR I N G A V E N U E (AK A M A R O U T E 1 A ) (PU B L I C - V A R I A B L E W I D T H R O W ) C L E V E L A N D R O A D ( P U B L I C - 4 0 ' W I D E R O W ) ( P E R R E F . # 3 ) M O N R O E R O A D ( P U B L I C - 4 0 ' W I D E R O W ) ( P E R R E F . # 3 ) GRANT ROAD (PUBLIC - 40' WIDE ROW) (PER REF. #3) LI N C O L N R O A D (P U B L I C - 4 0 ' W I D E R O W ) (P E R R E F . # 3 ) N55°22'12"E 230.12' R=243.26'D =046°18'05" L=196.58'CHB=N32° 13' 09"E CHD=191.28' N83°16'51"E 45.39' R=591.27'D =030°01'30"L=309.85' CHB=N68° 16' 06"E CHD=306.31' N53°15'21"E 16.08'S37°09'45"E73.08' S41°38'43"E 75.44' N48°10'18"E 15.00' N41°38'43"W 74.81' N37°09'45"W 87.38' N36°44'39"W 100.00' N53°15'21"E 10.00' S37°30'44"E95.00' N53°07'06"E 63.77' S39°20'41"E50.00'N50°39'19"E 50.00' S 4 5 ° 1 4 ' 4 3 " E 1 0 8 . 4 6 ' S43°40'11"E 58.58' S48°11'50"W 51.00' S 4 1 ° 4 2 ' 5 1 " E 1 2 8 . 0 0 ' S48°45' 4 4 " W 125.00' S41°31'31"E 143.83' S57°22'49"W86.53' S32°37'11"E 40.00' N57°22'49"E 111.93' R=569.48'D =012°32'39"L=124.68' CHB=N51° 06' 30"E CHD=124.43' S 4 3 ° 3 1 ' 4 9 " E 1 0 1 . 0 0 ' N54°06'33"E 170.00' R=585.49'D =034°08'12" L=348.83' CHB=S41° 40' 52"W CHD=343.70' S58°44'57"W 167.16' S41°47'42"W 103.59' S21°32'26"E94.41' S14°06'15"E 27.78' S64°52 ' 1 9 " W 68.64' S80°40'45"W61.34' S71°16'5 5 " W 69.49' S79°01'56"W 41.81' S86°14'26"W 50.00' N01°47'02"W 138.13' N 0 1 ° 4 7 ' 0 2 " W 39 3 . 8 7 ' N67°4 3 ' 1 9 " W 781.17 '(SUR V E Y T I E ) N55°22'12"E 30.67' S53°15'21"W 30.97' S37°30'44"E95.00' MAP 31 LOT 1 S48°54'11"E 59.36'HAR R I S O N R O A D (PU B L I C - 4 0 ' W I D E R O W ) (PE R R E F . # 3 ) MA S S A C H U S E T T S S T A T E P L A N E C O O R D I N A T E S Y S T E M - ( N A D 8 3 ) TH E C O P Y I N G O R R E U S E O F T H I S D O C U M E N T , O R P O R T I O N S T H E R E O F , F O R O T H E R T H A N T H E O R I G I N A L P R O J E C T O R TH E P U R P O S E O R I G I N A L L Y I N T E N D E D , W I T H O U T T H E W R I T T E N P E R M I S S I O N O F C O N T R O L P O I N T A S S O C I A T E S , I N C . , I S P R O H I B I T E D . CO N T R O L P O I N T A S S O C I A T E S , I N C . - A L L R I G H T S R E S E R V E D . SHEET 27 R.J.K. R.A.B. REVIEWED: FIELD CREW DRAWN: J.D.O. 10-20-2025 25-09-MA FIELD BOOK NO. FIELD BOOK PG. OFG.L.H. APPROVED:DATE 1" = 100' SCALE 03-250289-00 FILE NO. THIS SURVEY HAS BEEN PERFORMED IN THE FIELD UNDER MY SUPERVISION, AND TO THE BEST OF MY KNOWLEDGE, BELIEF, AND INFORMATION, THIS SURVEY HAS BEEN PERFORMED IN ACCORDANCE WITH CURRENTLY ACCEPTED ACCURACY STANDARDS. NOT A VALID ORIGINAL DOCUMENT UNLESS EMBOSSED WITH RAISED IMPRESSION OR BLUE INK SEAL 0 50 100 200 400 ( IN FEET ) 1 inch = 100 ft. GRAPHIC SCALE 100 NOTES: 1.PROPERTY KNOWN AS LOT 1 AS SHOWN ON THE CITY OF SALEM, ESSEX COUNTY, COMMONWEALTH OF MASSACHUSETTS, MAP NO. 31. 2.AREA = 1,001,110 SQUARE FEET OR 22,982 ACRES. 3.LOCATION OF UNDERGROUND UNDERGROUND UTILITIES ARE APPROXIMATE. LOCATIONS AND SIZES ARE BASED ON UTILITY MARK-OUTS, ABOVE GROUND STRUCTURES THAT WERE VISIBLE & ACCESSIBLE IN THE FIELD, AND THE MAPS AS LISTED IN THE REFERENCES AVAILABLE AT THE TIME OF THE SURVEY. AVAILABLE ASBUILT PLANS AND UTILITY MARKOUT DOES NOT ENSURE MAPPING OF ALL UNDERGROUND UTILITIES AND STRUCTURES. BEFORE ANY EXCAVATION IS TO BEGIN, ALL UNDERGROUND UTILITIES SHOULD BE VERIFIED AS TO THEIR LOCATION, SIZE AND TYPE BY THE PROPER UTILITY COMPANIES. CONTROL POINT ASSOCIATES, INC. DOES NOT GUARANTEE THE UTILITIES SHOWN COMPRISE ANY OR ALL SUCH UTILITIES IN THE AREA EITHER IN SERVICE OR ABANDONED. A QUALITY LEVEL SYSTEM IS UTILIZED TO IDENTIFY THE SOURCE OF THE UNDERGROUND UTILITY INFORMATION. THE METHOD OF DETERMINATION IS BASED ON CONTRACTUAL AGREEMENT WITH THE CLIENT AND IS DEPICTED ON THE SURVEY BY THE LINE TYPES SHOWN IN THE DRAWING LEGEND. FOR REFERENCE, THE QUALITY LEVELS ARE AS FOLLOWS: QUALITY LEVEL D -UTILITIES SHOWN BASED UPON REFERENCE MAPPING OR ORAL HISTORY. NOT FIELD VERIFIED. QUALITY LEVEL C -LOCATION OF UTILITY SURFACE FEATURES SUPPLEMENTS REFERENCE MAPPING. INCLUDES MARKOUT BY OTHERS. QUALITY LEVEL B -UTILITY LOCATION DATA IS COLLECTED THROUGH GEOPHYSICAL SENSING TECHNOLOGY TO SUPPLEMENT SURFACE FEATURES AND OR REFERENCE MAPPING. INCLUDES MARKOUT BY CONTROL POINT ASSOCIATES, INC. QUALITY LEVEL A -HORIZONTAL AND VERTICAL LOCATION OF UTILITIES ARE OBTAINED USING VACUUM EQUIPMENT EXCAVATION OR OTHER METHODS TO EXPOSE THE UTILITY. LOCATION SHOWN AT SINGLE POINT WHERE EXCAVATION OCCURRED UNLESS UTILITY WAS LOCATED PRIOR TO FILLING. ALL FOUR TYPES MAY NOT BE PRESENT ON THIS SURVEY. 4.THIS PLAN IS BASED ON A SURVEY PREPARED IN THE FIELD BY CONTROL POINT ASSOCIATES, INC. (THE SURVEYOR), INFORMATION PROVIDED BY THE CLIENT AND OTHER REFERENCE MATERIAL AS LISTED HEREON. CHANGES TO THE PROPERTY AFTER THE FIELD DATE ARE NOT THE RESPONSIBILITY OF THE SURVEYOR. 5.THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A TITLE REPORT AND IS SUBJECT TO THE RESTRICTIONS, COVENANTS AND/OR EASEMENTS THAT MAY BE CONTAINED THEREIN. IT IS IMPORTANT A COMPLETE TITLE SEARCH BE PROVIDED TO THE SURVEYOR FOR REVIEW PRIOR TO CONVEYANCE AND THE PLACEMENT OF OR ALTERATION TO IMPROVEMENTS ON THE PROPERTY. BOUNDARY AND EASEMENT LINES ARE BASED UPON AVAILABLE DOCUMENTATION AT THE TIME OF SURVEY AND ARE SUBJECT TO SAID TITLE REPORT. THIS SURVEY DOES NOT ADDRESS OWNERSHIP AND POSSIBLE RIGHTS OF ADJOINING PROPERTIES. THIS SURVEY IS THE OPINION OF THE SURVEYOR AND IS NOT A LEGAL DECISION REGARDING PROPERTY BOUNDARY OR RIGHTS. 6.BY GRAPHIC PLOTTING ONLY PROPERTY IS PARTIALLY LOCATED IN FLOOD HAZARD ZONE X- UNSHADED (AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN), AND PARTIALLY LOCATED IN FLOOD HAZARD ZONE AE (AREAS SUBJECT TO INUNDATION BY THE 1% ANNUAL CHANCE FLOOD; BASE FLOOD ELEVATIONS DETERMINED; ELEV = 10' (NAVD88)), PER REF. #2. 7.THE EXISTENCE OF UNDERGROUND STORAGE TANKS, IF ANY, WAS NOT KNOWN AT THE TIME OF THE FIELD SURVEY. SURVEY DOES NOT ADDRESS ENVIRONMENTAL CONDITIONS OR LAND SUITABILITY. 8.ELEVATIONS REFER TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88), BASED ON GPS/GNSS OBSERVATIONS UTILIZING THE KEYSTONE VRS NETWORK (KEYNETGPS). TEMPORARY BENCHMARKS SET: TBM-A: MAG NAIL SET IN ASPHALT PAVEMENT, ELEVATION= 18.31' TBM-B: MAG NAIL SET IN ASPHALT PAVEMENT, ELEVATION= 15.34' TBM-C: MAG NAIL SET IN ASPHALT PAVEMENT, ELEVATION= 62.35' SEVEN (7) DAYS PRIOR TO CONSTRUCTION IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THAT THE BENCHMARKS ILLUSTRATED ON THIS SURVEY HAVE NOT BEEN DISTURBED AND THEIR ELEVATIONS HAVE BEEN CONFIRMED. ANY CONFLICTS MUST BE REPORTED PRIOR TO CONSTRUCTION. SURVEYOR IS NOT RESPONSIBLE FOR CONTRACTOR'S FAILURE TO COMPLY. 9.THE OFFSETS SHOWN ARE NOT TO BE USED FOR THE CONSTRUCTION OF ANY STRUCTURE, FENCE, PERMANENT ADDITION, ETC. 10.ANY DISCREPANCIES FOUND ON THE SURVEY SHOULD BE REPORTED TO THE SURVEYOR IMMEDIATELY. 11.THIS SURVEY WAS PREPARED FOR THE CLIENT, WINNDEVELOPMENT AND INTENDED ONLY FOR THE USE BY THE CLIENT AS CONTRACTED FOR THE PROJECT AND THE PURPOSE ORIGINALLY INTENDED. NO FURTHER PARTIES OTHER THAN THOSE CERTIFIED HEREON SHALL RELY ON IT FOR ANY PURPOSE. REFERENCES: 1.THE TAX ASSESSOR'S MAP OF THE CITY OF SALEM, ESSEX COUNTY, MAP 31. 2.MAP ENTITLED "NATIONAL FLOOD INSURANCE PROGRAM, FIRM, FLOOD INSURANCE RATE MAP, ESSEX COUNTY, MASSACHUSETTS, (ALL JURISDICTIONS), PANEL 532 OF 600", MAP NUMBER 25009C0532H, MAP REVISED JULY 8, 2025. 3.MAP ENTITLED "EXISTING CONDITIONS PLAN IN MASSACHUSETTS, ESSEX COUNTY," PREPARED BY DGT ASSOCIATES SURVEYING & ENGINEERING, DATED MARCH 23, 2023. SIX SHEETS. 4.UNDERGROUND GAS MAPPING PROVIDED BY NATIONAL GRID. 5.MAP ENTITLED "LAYOUT PLAN OF CLEVELAND ROAD, SALEM, MASSACHUSETTS," PREPARED BY OSBORN PALMER, C.E., DATED FEBRUARY, 1953, RECORDED WITH ESSEX COUNTY REGISTRY OF DEEDS AS PLAN BOOK 365 OF 1953. 6.MAP ENTITLED "PLAN OF CLEVELAND ROAD, SALEM, MASSACHUSETTS," PREPARED BY THOMAS A. APPTETORN, C.E., DATED JANUARY, 1915, RECORDED WITH ESSEX COUNTY REGISTRY OF DEEDS AS PLAN BOOK 2287, PAGE 546. 7.MAP ENTITLED "PLAN AND PROFILE OF BUCHANAN ROAD, SALEM, MASSACHUSETTS," PREPARED BY THOMAS A. APPTETORN, C.E., DATED NOVEMBER, 1930, RECORDED WITH ESSEX COUNTY REGISTRY OF DEEDS AS PLAN BOOK 60, PAGE 61. GERRY L. HOLDRIGHT MASSACHUSETTS PROFESSIONAL LAND SURVEYOR #49211 131 BOUNDARY, TOPOGRAPHIC & UTILITY SURVEY DATE C ONTROL P OINT A SSOCIATES, I NC. 352 TURNPIKE ROAD SOUTHBOROUGH, MA 01772 508.948.3000 WWW.CPASURVEY.COM WARREN, NJ 908.668.0099 CHALFONT, PA 215.712.9800 MT. LAUREL, NJ 609.857.2099 MANHATTAN, NY 646.780.0411 LONG ISLAND, NY 631.580.2645 ALBANY, NY 518.217.5010 ROCHESTER, NY 585.250.1764 PHILADELPHIA, PA 215.712.9800 HUDSON VALLEY, NY 845.691.7339 FT. LAUDERDALE, FL 954.763.7611 12-16-2025 12-16-2025 ! ID OY U G S T C - A P O OFBE SURFACE ANYWHERE IN THE STATE. R ELL DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S THE COMMONWEALTH OF MASSACHUSETTS REQUIRES NOTIFICATION BY EXCAVATORS, 1 - 8 8 8 - 3 4 4 - 7 2 3 3 C A L L 8 1 1 .C O M 2022 ESRI WORLD LIGHT GRAY CANVASc VICINITY MAP (NOT TO SCALE) SITE 262 C LORING AVENUE COMMONWEALTH OF MASSACHUSETTS CITY OF SALEM, ESSEX COUNTY MAP 31, LOT 1 WINNDEVELOPMENT FIELD DATE A B C D E F G H I J K L M N O P Q R S T LIST OF ABUTTERS: A MAP 22, LOT 178 N/F CITY OF SALEM CONSERVATION. BK. 6682, PG. 65 B MAP 22, LOT 175 N/F DOUGLAS G. & LEONETTE B. STROUT BK. 5232, PG. 55 C MAP 22, LOT 174 N/F DAVID A. SWEET & STEPHANIE A. MITCHELL BK. 34182, PG. 56 D MAP 22, LOT 173 N/F DERRICK & SUSIE L. TOPP BK. 26913, PG. 162 E MAP 22, LOT 172 N/F TIMOTHY DIAGLE & ALEXA WILLIAMSON BK. 31897, PG. 349 F MAP 22, LOT 171 N/F SADRY A. ASSOUAD BK. 35489, PG. 268 G MAP 22, LOT 170 N/F JANET L. STONE BK. 24130, PG. 445 H MAP 22, LOT 169 N/F BRANDON M. & EMELIA J. DALLY BK. 39100, PG. 441 I MAP 31, LOT 18 N/F CARA CHATELLIER & CAMERON COLSON BK. 41141, PG. 108 J MAP 31, LOT 17 N/F CARLOS & CARLA ALMONTE, ENEXIDO GOMEZ, GIANILDA RODRIGUEZ BK. 36700, PG. 117 K MAP 31, LOT 13 N/F YOSELIN HERRERA BK. 39528, PG. 217 L MAP 31, LOT 12 N/F JANE PEZZULO BK. 31942, PG. 552 M MAP 31, LOT 11 N/F BARBARA BRENNAN IRREVOCABLE TRUST BK. 33916, PG. 364 N MAP 31, LOT 10 N/F MARK E. STEELE & RUTH PENTA-STEELE BK. 9237, PG. 422 O MAP 31, LOT 9 N/F 216 LORING AVENUE REALTY TRUST BK. 29010, PG. 26 P MAP 31, LOT 8 N/F 220 LORING AVENUE, LLC BK. 39908, PG. 438 Q MAP 31, LOT 7 N/F MICHAEL P. & LISA C. COLLINS BK. 10606, PG. 582 R MAP 31, LOT 3 N/F FAWAZ & SUSAN M. ABUSHARKH BK. 21331, PG. 1 S MAP 31, LOT 2 N/F LISA D. MERCADANTE BK. 37898, PG. 433 T MAP 31, LOT 320 N/F ESSI G. KUDJOE & PATRICK C. NGATCHOU-TENGANG BK. 39560, PG. 13 U MAP 30, LOTS 78, 79, 80, 81 & 82 N/F CITY OF SALEM CONSERVATION COMMISSION BK. 6472, PG. 589 V MAP 21, LOT 94 N/F COMMON WEALTH OF MASSACHUSETTS (PER GIS) U U U V U U U U U 1 2 3 4 5 6 7 8 1110 9 1314 BUILDING DESCRIPTION: 1 4 STORY BRICK BUILDING 2 4 STORY BRICK BUILDING 3 1 STORY BRICK BUILDING 4 4 STORY BRICK BUILDING 5 4 STORY BRICK BUILDING 6 OLD CONC FOUNDATION 7 2 STORY FRAME BUILDING 8 2 STORY FRAME BUILDING 9 2 STORY BRICK BUILDING 10 3 STORY BRICK BUILDING "ACADEMIC" 11 2 STORY FAME BUILDING 12 4 STORY BRICK BUILDING "LORING VILLA" 13 4 STORY BRICK BUILDING 14 4 STORY BRICK BUILDING 12 REFERENCES: (CONTINUED) 8.MAP ENTITLED "RECORD PLAN AND PROFILE OF STATE HIGHWAY IN THE CITY OF SALEM LORING AVENUE," PREPARED BY THE COMMONWEALTH OF MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS., DATED 1931, LAYOUT 1901 & 1909. SHEETS 4 & 5 OF 7. 9.MAP ENTITLED "PLAN OF TRAFFIC SIGNAL CONSTRUCTION AT LORING AVENUE (ROUTE 1A) AT HARRISON ROAD, IN THE TOWN OF SALEM, ESSEX COUNTY," PREPARED BY MASSACHUSETTS HIGHWAY DEPARTMENT., DATED OCTOBER 19, 1995. SHEETS 5 OF 8. 10.MAP ENTITLED "ALTA/NSPS LAND TITLE SURVEY IN MASSACHUSETTS, ESSEX COUNTY, PREPARED FOR AVALONBAY COMMUNITIES, INC," PREPARED BY DGT ASSOCIATES SURVEYING & ENGINEERING, DATED JULY 3, 2023. 11.MAP ENTITLED "FIELD SKETCH, 99 HARRISON ROAD, SALEM, MA," PREPARED BY CONTROL POINT ASSOCIATES, INC., SUE PROJECT # 08-250666-00, DATED NOVEMBER 5, 2025. 10 PICK M A N R O A D (PU B L I C - 4 0 ' W I D E R O W ) (PE R R E F . # 3 ) 15' W A Y 1 5 ' W A Y N83°16'51"E 45.39' R=591.27'D =030°01'30" L=309.85'CHB=N68° 16' 06"E CHD=306.31' N53°15 ' 2 1 " E 16.08' S 3 7 ° 0 9 ' 4 5 " E 7 3 . 0 8 ' S 4 1 ° 3 8 ' 4 3 " E 7 5 . 4 4 ' N48°10'1 8 " E15.00' N 4 1 ° 3 8 ' 4 3 " W 7 4 . 8 1 ' N 3 7 ° 0 9 ' 4 5 " W 8 7 . 3 8 ' N 3 6 ° 4 4 ' 3 9 " W 1 0 0 . 0 0 ' N53°15'21"E10.00' S 3 7 ° 3 0 ' 4 4 " E 9 5 . 0 0 ' N53°0 7 ' 0 6 " E 63.77' S 3 9 ° 2 0 ' 4 1 " E 5 0 . 0 0 ' N50°39 ' 1 9 " E 50.00' S45°14'43"E 108.46' S 4 3 ° 4 0 ' 1 1 " E 5 8 . 5 8 ' S48°11'50"W 51.00' S 4 1 ° 4 2 ' 5 1 " E 1 2 8 . 0 0 ' MAP 31 LOT 22 MAP 31 LOT 21 MAP 31 LOT 20 MAP 31 LOT 19 MAP 31 LOT 18 MAP 31 LOT 17 MAP 31 LOT 15 MAP 31LOT 13 MAP 31 LOT 12 MAP 31LOT 11 MAP 31 LOT 10 MAP 31 LOT 9 MAP 31 LOT 8 MAP 31 LOT 1 MA S S A C H U S E T T S S T A T E P L A N E C O O R D I N A T E S Y S T E M - ( N A D 8 3 ) TH E C O P Y I N G O R R E U S E O F T H I S D O C U M E N T , O R P O R T I O N S T H E R E O F , F O R O T H E R T H A N T H E O R I G I N A L P R O J E C T O R TH E P U R P O S E O R I G I N A L L Y I N T E N D E D , W I T H O U T T H E W R I T T E N P E R M I S S I O N O F C O N T R O L P O I N T A S S O C I A T E S , I N C . , I S P R O H I B I T E D . CO N T R O L P O I N T A S S O C I A T E S , I N C . - A L L R I G H T S R E S E R V E D . SHEET 27 R.J.K. R.A.B. REVIEWED: FIELD CREW DRAWN: J.D.O. 10-20-2025 25-09-MA FIELD BOOK NO. FIELD BOOK PG. OFG.L.H. APPROVED:DATE 1" = 20' SCALE 03-250289-00 FILE NO. THIS SURVEY HAS BEEN PERFORMED IN THE FIELD UNDER MY SUPERVISION, AND TO THE BEST OF MY KNOWLEDGE, BELIEF, AND INFORMATION, THIS SURVEY HAS BEEN PERFORMED IN ACCORDANCE WITH CURRENTLY ACCEPTED ACCURACY STANDARDS. NOT A VALID ORIGINAL DOCUMENT UNLESS EMBOSSED WITH RAISED IMPRESSION OR BLUE INK SEAL 0 10 20 40 80 ( IN FEET ) 1 inch = 20 ft. GRAPHIC SCALE 20 GERRY L. HOLDRIGHT MASSACHUSETTS PROFESSIONAL LAND SURVEYOR #49211 132 BOUNDARY, TOPOGRAPHIC & UTILITY SURVEY DATE C ONTROL P OINT A SSOCIATES, I NC. 352 TURNPIKE ROAD SOUTHBOROUGH, MA 01772 508.948.3000 WWW.CPASURVEY.COM WARREN, NJ 908.668.0099 CHALFONT, PA 215.712.9800 MT. LAUREL, NJ 609.857.2099 MANHATTAN, NY 646.780.0411 LONG ISLAND, NY 631.580.2645 ALBANY, NY 518.217.5010 ROCHESTER, NY 585.250.1764 PHILADELPHIA, PA 215.712.9800 HUDSON VALLEY, NY 845.691.7339 FT. LAUDERDALE, FL 954.763.7611 12-16-2025 12-16-2025 ! ID OY U G S T C - A P O OFBE SURFACE ANYWHERE IN THE STATE. R ELL DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S THE COMMONWEALTH OF MASSACHUSETTS REQUIRES NOTIFICATION BY EXCAVATORS, 1 - 8 8 8 - 3 4 4 - 7 2 3 3 C A L L 8 1 1 .C O M 262 C LORING AVENUE COMMONWEALTH OF MASSACHUSETTS CITY OF SALEM, ESSEX COUNTY MAP 31, LOT 1 WINNDEVELOPMENT FIELD DATE MATCH LINE TO SHEET 04 MATCH LINE TO SHEET 05MATCH LINE TO SHEET 03 LEVEL RELATIVE TO PROPERTY LINE OFFSET OF STRUCTURE AT GROUND CLEAN OUT PARKING SPACE COUNT PAINTED ARROWS APPROX. LOC. UNDERGROUND ELECTRIC LINE APPROX. LOC. UNDERGROUND GAS LINE GAS VALVE WATER VALVE OVERHEAD WIRES BOLLARD SIGN GUY WIRE UTILITY POLE/LIGHT POLE APPROX. LOC. UNDERGROUND TELEPHONE LINE APPROX. LOC. UNDERGROUND WATER LINE UTILITY POLE TRAFFIC SIGNAL POLE METAL GUIDE RAIL TRAFFIC SIGNAL APPROX. LOC. UNDERGROUND SANITARY / SEWER LINE POST APPROX. LOC. UNDERGROUND FIBER OPTIC LINE APPROX. LOC. UNDERGROUND DRAINAGE LINE DEPRESSED CURB EDGE OF PAVEMENT LANDSCAPED AREA UNDER GROUND 10 EDGE OF CONCRETE CHAIN LINK FENCE DRAINAGE/STORM MANHOLE ELECTRIC MANHOLE SANITARY/SEWER MANHOLE TELEPHONE MANHOLE UNKNOWN MANHOLE METAL COVER PRESSURE INDICATOR VALVE HYDRANT GAS METER ELECTRIC METER TYPICAL CATCH BASIN OR INLET EXISTING SPOT ELEVATION EXISTING TOP OF WALL ELEVATION EXISTING BOTTOM OF WALL ELEVATION EXISTING TOP OF CURB ELEVATION EXISTING CONTOUR LEGEND EXISTING FINISHED FLOOR ELEVATION EXISTING DOOR SILL ELEVATION SOLID YELLOW LINE HEIGHT BUILDING BUILDING FOOTPRINT AREA FILLED w/DEBRIS SOLID WHITE LINE NO VISIBLE PIPE ELEVATION POLYVINYL CHLORIDE PIPE INVERT ELEVATION GRATE ELEVATION CORRUGATED PLASTIC PIPE VITRIFIED CLAY PIPE SUBSURFACE UTILITY QUALITY LEVEL C SUBSURFACE UTILITY QUALITY LEVEL D SUBSURFACE UTILITY QUALITY LEVEL B EXISTING BOTTOM OF CURB ELEVATION REINFORCED CONCRETE PIPE 10 HAYE S R O A D (PUB L I C - 4 0 ' W I D E R O W ) (PER R E F . # 3 ) N55°2 2 ' 1 2 " E 230.12 ' N55°2 2 ' 1 2 " E 30.67' R=243.26'D =046°18'05" L=196.58' CHB=N32° 13' 09"E CHD=191.28' MAP 22 LOT 178 MAP 22 LOT 175 MAP 22 LOT 174 MAP 22 LOT 173 MAP 22 LOT 172 MAP 22 LOT 171 MAP 22LOT 170 MAP 22 LOT 169 MAP 31 LOT 1 MA S S A C H U S E T T S S T A T E P L A N E C O O R D I N A T E S Y S T E M - ( N A D 8 3 ) TH E C O P Y I N G O R R E U S E O F T H I S D O C U M E N T , O R P O R T I O N S T H E R E O F , F O R O T H E R T H A N T H E O R I G I N A L P R O J E C T O R TH E P U R P O S E O R I G I N A L L Y I N T E N D E D , W I T H O U T T H E W R I T T E N P E R M I S S I O N O F C O N T R O L P O I N T A S S O C I A T E S , I N C . , I S P R O H I B I T E D . CO N T R O L P O I N T A S S O C I A T E S , I N C . - A L L R I G H T S R E S E R V E D . SHEET 27 R.J.K. R.A.B. REVIEWED: FIELD CREW DRAWN: J.D.O. 10-20-2025 25-09-MA FIELD BOOK NO. FIELD BOOK PG. OFG.L.H. APPROVED:DATE 1" = 20' SCALE 03-250289-00 FILE NO. THIS SURVEY HAS BEEN PERFORMED IN THE FIELD UNDER MY SUPERVISION, AND TO THE BEST OF MY KNOWLEDGE, BELIEF, AND INFORMATION, THIS SURVEY HAS BEEN PERFORMED IN ACCORDANCE WITH CURRENTLY ACCEPTED ACCURACY STANDARDS. NOT A VALID ORIGINAL DOCUMENT UNLESS EMBOSSED WITH RAISED IMPRESSION OR BLUE INK SEAL 0 10 20 40 80 ( IN FEET ) 1 inch = 20 ft. GRAPHIC SCALE 20 GERRY L. HOLDRIGHT MASSACHUSETTS PROFESSIONAL LAND SURVEYOR #49211 133 BOUNDARY, TOPOGRAPHIC & UTILITY SURVEY DATE C ONTROL P OINT A SSOCIATES, I NC. 352 TURNPIKE ROAD SOUTHBOROUGH, MA 01772 508.948.3000 WWW.CPASURVEY.COM WARREN, NJ 908.668.0099 CHALFONT, PA 215.712.9800 MT. LAUREL, NJ 609.857.2099 MANHATTAN, NY 646.780.0411 LONG ISLAND, NY 631.580.2645 ALBANY, NY 518.217.5010 ROCHESTER, NY 585.250.1764 PHILADELPHIA, PA 215.712.9800 HUDSON VALLEY, NY 845.691.7339 FT. LAUDERDALE, FL 954.763.7611 12-16-2025 12-16-2025 ! ID OY U G S T C - A P O OFBE SURFACE ANYWHERE IN THE STATE. R ELL DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S THE COMMONWEALTH OF MASSACHUSETTS REQUIRES NOTIFICATION BY EXCAVATORS, 1 - 8 8 8 - 3 4 4 - 7 2 3 3 C A L L 8 1 1 .C O M 262 C LORING AVENUE COMMONWEALTH OF MASSACHUSETTS CITY OF SALEM, ESSEX COUNTY MAP 31, LOT 1 WINNDEVELOPMENT FIELD DATE MATCH LINE TO SHEET 06 MATCH LINE TO SHEET 02 MA T C H L I N E T O S H E E T 0 4 LEVEL RELATIVE TO PROPERTY LINE OFFSET OF STRUCTURE AT GROUND CLEAN OUT PARKING SPACE COUNT PAINTED ARROWS APPROX. LOC. UNDERGROUND ELECTRIC LINE APPROX. LOC. UNDERGROUND GAS LINE GAS VALVE WATER VALVE OVERHEAD WIRES BOLLARD SIGN GUY WIRE UTILITY POLE/LIGHT POLE APPROX. LOC. UNDERGROUND TELEPHONE LINE APPROX. LOC. UNDERGROUND WATER LINE UTILITY POLE TRAFFIC SIGNAL POLE METAL GUIDE RAIL TRAFFIC SIGNAL APPROX. LOC. UNDERGROUND SANITARY / SEWER LINE POST APPROX. LOC. UNDERGROUND FIBER OPTIC LINE APPROX. LOC. UNDERGROUND DRAINAGE LINE DEPRESSED CURB EDGE OF PAVEMENT LANDSCAPED AREA UNDER GROUND 10 EDGE OF CONCRETE CHAIN LINK FENCE DRAINAGE/STORM MANHOLE ELECTRIC MANHOLE SANITARY/SEWER MANHOLE TELEPHONE MANHOLE UNKNOWN MANHOLE METAL COVER PRESSURE INDICATOR VALVE HYDRANT GAS METER ELECTRIC METER TYPICAL CATCH BASIN OR INLET EXISTING SPOT ELEVATION EXISTING TOP OF WALL ELEVATION EXISTING BOTTOM OF WALL ELEVATION EXISTING TOP OF CURB ELEVATION EXISTING CONTOUR LEGEND EXISTING FINISHED FLOOR ELEVATION EXISTING DOOR SILL ELEVATION SOLID YELLOW LINE HEIGHT BUILDING BUILDING FOOTPRINT AREA FILLED w/DEBRIS SOLID WHITE LINE NO VISIBLE PIPE ELEVATION POLYVINYL CHLORIDE PIPE INVERT ELEVATION GRATE ELEVATION CORRUGATED PLASTIC PIPE VITRIFIED CLAY PIPE SUBSURFACE UTILITY QUALITY LEVEL C SUBSURFACE UTILITY QUALITY LEVEL D SUBSURFACE UTILITY QUALITY LEVEL B EXISTING BOTTOM OF CURB ELEVATION REINFORCED CONCRETE PIPE 10 20 4 30 32 31 31 31 32 18 14 4 26 16 3 S48°45' 4 4 " W125.00' S 3 2 ° 3 7 ' 1 1 " E 4 0 . 0 0 ' MAP 31 LOT 1 MA S S A C H U S E T T S S T A T E P L A N E C O O R D I N A T E S Y S T E M - ( N A D 8 3 ) TH E C O P Y I N G O R R E U S E O F T H I S D O C U M E N T , O R P O R T I O N S T H E R E O F , F O R O T H E R T H A N T H E O R I G I N A L P R O J E C T O R TH E P U R P O S E O R I G I N A L L Y I N T E N D E D , W I T H O U T T H E W R I T T E N P E R M I S S I O N O F C O N T R O L P O I N T A S S O C I A T E S , I N C . , I S P R O H I B I T E D . CO N T R O L P O I N T A S S O C I A T E S , I N C . - A L L R I G H T S R E S E R V E D . SHEET 27 R.J.K. R.A.B. REVIEWED: FIELD CREW DRAWN: J.D.O. 10-20-2025 25-09-MA FIELD BOOK NO. FIELD BOOK PG. OFG.L.H. APPROVED:DATE 1" = 20' SCALE 03-250289-00 FILE NO. THIS SURVEY HAS BEEN PERFORMED IN THE FIELD UNDER MY SUPERVISION, AND TO THE BEST OF MY KNOWLEDGE, BELIEF, AND INFORMATION, THIS SURVEY HAS BEEN PERFORMED IN ACCORDANCE WITH CURRENTLY ACCEPTED ACCURACY STANDARDS. NOT A VALID ORIGINAL DOCUMENT UNLESS EMBOSSED WITH RAISED IMPRESSION OR BLUE INK SEAL 0 10 20 40 80 ( IN FEET ) 1 inch = 20 ft. GRAPHIC SCALE 20 GERRY L. HOLDRIGHT MASSACHUSETTS PROFESSIONAL LAND SURVEYOR #49211 134 BOUNDARY, TOPOGRAPHIC & UTILITY SURVEY DATE C ONTROL P OINT A SSOCIATES, I NC. 352 TURNPIKE ROAD SOUTHBOROUGH, MA 01772 508.948.3000 WWW.CPASURVEY.COM WARREN, NJ 908.668.0099 CHALFONT, PA 215.712.9800 MT. LAUREL, NJ 609.857.2099 MANHATTAN, NY 646.780.0411 LONG ISLAND, NY 631.580.2645 ALBANY, NY 518.217.5010 ROCHESTER, NY 585.250.1764 PHILADELPHIA, PA 215.712.9800 HUDSON VALLEY, NY 845.691.7339 FT. LAUDERDALE, FL 954.763.7611 12-16-2025 12-16-2025 ! ID OY U G S T C - A P O OFBE SURFACE ANYWHERE IN THE STATE. R ELL DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S THE COMMONWEALTH OF MASSACHUSETTS REQUIRES NOTIFICATION BY EXCAVATORS, 1 - 8 8 8 - 3 4 4 - 7 2 3 3 C A L L 8 1 1 .C O M 262 C LORING AVENUE COMMONWEALTH OF MASSACHUSETTS CITY OF SALEM, ESSEX COUNTY MAP 31, LOT 1 WINNDEVELOPMENT FIELD DATE MATCH LINE TO SHEET 07 MATCH LINE TO SHEET 02 MA T C H L I N E T O S H E E T 0 3 MA T C H L I N E T O S H E E T 0 5 LEVEL RELATIVE TO PROPERTY LINE OFFSET OF STRUCTURE AT GROUND CLEAN OUT PARKING SPACE COUNT PAINTED ARROWS APPROX. LOC. UNDERGROUND ELECTRIC LINE APPROX. LOC. UNDERGROUND GAS LINE GAS VALVE WATER VALVE OVERHEAD WIRES BOLLARD SIGN GUY WIRE UTILITY POLE/LIGHT POLE APPROX. LOC. UNDERGROUND TELEPHONE LINE APPROX. LOC. UNDERGROUND WATER LINE UTILITY POLE TRAFFIC SIGNAL POLE METAL GUIDE RAIL TRAFFIC SIGNAL APPROX. LOC. UNDERGROUND SANITARY / SEWER LINE POST APPROX. LOC. UNDERGROUND FIBER OPTIC LINE APPROX. LOC. UNDERGROUND DRAINAGE LINE DEPRESSED CURB EDGE OF PAVEMENT LANDSCAPED AREA UNDER GROUND 10 EDGE OF CONCRETE CHAIN LINK FENCE DRAINAGE/STORM MANHOLE ELECTRIC MANHOLE SANITARY/SEWER MANHOLE TELEPHONE MANHOLE UNKNOWN MANHOLE METAL COVER PRESSURE INDICATOR VALVE HYDRANT GAS METER ELECTRIC METER TYPICAL CATCH BASIN OR INLET EXISTING SPOT ELEVATION EXISTING TOP OF WALL ELEVATION EXISTING BOTTOM OF WALL ELEVATION EXISTING TOP OF CURB ELEVATION EXISTING CONTOUR LEGEND EXISTING FINISHED FLOOR ELEVATION EXISTING DOOR SILL ELEVATION SOLID YELLOW LINE HEIGHT BUILDING BUILDING FOOTPRINT AREA FILLED w/DEBRIS SOLID WHITE LINE NO VISIBLE PIPE ELEVATION POLYVINYL CHLORIDE PIPE INVERT ELEVATION GRATE ELEVATION CORRUGATED PLASTIC PIPE VITRIFIED CLAY PIPE SUBSURFACE UTILITY QUALITY LEVEL C SUBSURFACE UTILITY QUALITY LEVEL D SUBSURFACE UTILITY QUALITY LEVEL B EXISTING BOTTOM OF CURB ELEVATION REINFORCED CONCRETE PIPE 10 L O R I N G A V E N U E ( A K A X X X X X X X ) ( X X X ' W I D E R O W ) L O R I N G A V E N U E (A K A M A R O U T E 1 A ) (P U B L I C - V A R I A B L E W I D T H R O W ) L O R I N G A V E N U E ( A K A M A R O U T E 1 A ) ( P U B L I C - V A R I A B L E W I D T H R O W ) HAR R I S O N R O A D (PU B L I C - 4 0 ' W I D E R O W ) (PE R R E F . # 3 ) 15 15 11 18 S41°31'31"E 143.83' S57°2 2 ' 4 9 " W 86.53' S 3 2 ° 3 7 ' 1 1 " E 4 0 . 0 0 ' N57°2 2 ' 4 9 " E 111.93 ' R=569.48'D =012°32'39" L=124.68' CHB=N51° 06' 30"E CHD=124.43' S 4 3 ° 3 1 ' 4 9 " E 1 0 1 . 0 0 ' N54°0 6 ' 3 3 " E 170.00 ' S 4 8 ° 5 4 ' 1 1 " E 5 9 . 3 6 ' MAP 31 LOT 7 MAP 31LOT 3MAP 31 LOT 2 MAP 31 LOT 320 MAP 31LOT 1 MA S S A C H U S E T T S S T A T E P L A N E C O O R D I N A T E S Y S T E M - ( N A D 8 3 ) TH E C O P Y I N G O R R E U S E O F T H I S D O C U M E N T , O R P O R T I O N S T H E R E O F , F O R O T H E R T H A N T H E O R I G I N A L P R O J E C T O R TH E P U R P O S E O R I G I N A L L Y I N T E N D E D , W I T H O U T T H E W R I T T E N P E R M I S S I O N O F C O N T R O L P O I N T A S S O C I A T E S , I N C . , I S P R O H I B I T E D . CO N T R O L P O I N T A S S O C I A T E S , I N C . - A L L R I G H T S R E S E R V E D . SHEET 27 R.J.K. R.A.B. REVIEWED: FIELD CREW DRAWN: J.D.O. 10-20-2025 25-09-MA FIELD BOOK NO. FIELD BOOK PG. OFG.L.H. APPROVED:DATE 1" = 20' SCALE 03-250289-00 FILE NO. THIS SURVEY HAS BEEN PERFORMED IN THE FIELD UNDER MY SUPERVISION, AND TO THE BEST OF MY KNOWLEDGE, BELIEF, AND INFORMATION, THIS SURVEY HAS BEEN PERFORMED IN ACCORDANCE WITH CURRENTLY ACCEPTED ACCURACY STANDARDS. NOT A VALID ORIGINAL DOCUMENT UNLESS EMBOSSED WITH RAISED IMPRESSION OR BLUE INK SEAL 0 10 20 40 80 ( IN FEET ) 1 inch = 20 ft. GRAPHIC SCALE 20 GERRY L. HOLDRIGHT MASSACHUSETTS PROFESSIONAL LAND SURVEYOR #49211 135 BOUNDARY, TOPOGRAPHIC & UTILITY SURVEY DATE C ONTROL P OINT A SSOCIATES, I NC. 352 TURNPIKE ROAD SOUTHBOROUGH, MA 01772 508.948.3000 WWW.CPASURVEY.COM WARREN, NJ 908.668.0099 CHALFONT, PA 215.712.9800 MT. LAUREL, NJ 609.857.2099 MANHATTAN, NY 646.780.0411 LONG ISLAND, NY 631.580.2645 ALBANY, NY 518.217.5010 ROCHESTER, NY 585.250.1764 PHILADELPHIA, PA 215.712.9800 HUDSON VALLEY, NY 845.691.7339 FT. LAUDERDALE, FL 954.763.7611 12-16-2025 12-16-2025 ! ID OY U G S T C - A P O OFBE SURFACE ANYWHERE IN THE STATE. R ELL DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S THE COMMONWEALTH OF MASSACHUSETTS REQUIRES NOTIFICATION BY EXCAVATORS, 1 - 8 8 8 - 3 4 4 - 7 2 3 3 C A L L 8 1 1 .C O M 262 C LORING AVENUE COMMONWEALTH OF MASSACHUSETTS CITY OF SALEM, ESSEX COUNTY MAP 31, LOT 1 WINNDEVELOPMENT FIELD DATE MATCH LINE TO SHEET 08 MATCH LINE TO SHEET 11 MA T C H L I N E T O S H E E T 0 4 MATCH LINE TO SHEET 02 LEVEL RELATIVE TO PROPERTY LINE OFFSET OF STRUCTURE AT GROUND CLEAN OUT PARKING SPACE COUNT PAINTED ARROWS APPROX. LOC. UNDERGROUND ELECTRIC LINE APPROX. LOC. UNDERGROUND GAS LINE GAS VALVE WATER VALVE OVERHEAD WIRES BOLLARD SIGN GUY WIRE UTILITY POLE/LIGHT POLE APPROX. LOC. UNDERGROUND TELEPHONE LINE APPROX. LOC. UNDERGROUND WATER LINE UTILITY POLE TRAFFIC SIGNAL POLE METAL GUIDE RAIL TRAFFIC SIGNAL APPROX. LOC. UNDERGROUND SANITARY / SEWER LINE POST APPROX. LOC. UNDERGROUND FIBER OPTIC LINE APPROX. LOC. UNDERGROUND DRAINAGE LINE DEPRESSED CURB EDGE OF PAVEMENT LANDSCAPED AREA UNDER GROUND 10 EDGE OF CONCRETE CHAIN LINK FENCE DRAINAGE/STORM MANHOLE ELECTRIC MANHOLE SANITARY/SEWER MANHOLE TELEPHONE MANHOLE UNKNOWN MANHOLE METAL COVER PRESSURE INDICATOR VALVE HYDRANT GAS METER ELECTRIC METER TYPICAL CATCH BASIN OR INLET EXISTING SPOT ELEVATION EXISTING TOP OF WALL ELEVATION EXISTING BOTTOM OF WALL ELEVATION EXISTING TOP OF CURB ELEVATION EXISTING CONTOUR LEGEND EXISTING FINISHED FLOOR ELEVATION EXISTING DOOR SILL ELEVATION SOLID YELLOW LINE HEIGHT BUILDING BUILDING FOOTPRINT AREA FILLED w/DEBRIS SOLID WHITE LINE NO VISIBLE PIPE ELEVATION POLYVINYL CHLORIDE PIPE INVERT ELEVATION GRATE ELEVATION CORRUGATED PLASTIC PIPE VITRIFIED CLAY PIPE SUBSURFACE UTILITY QUALITY LEVEL C SUBSURFACE UTILITY QUALITY LEVEL D SUBSURFACE UTILITY QUALITY LEVEL B EXISTING BOTTOM OF CURB ELEVATION REINFORCED CONCRETE PIPE 10 S21°32'26"E94.41' S 1 4 ° 0 6 ' 1 5 " E 2 7 . 7 8 ' S64°52 ' 1 9 " W 68.64' S80°40'45"W 61.34' S71°16'5 5 " W 69.49' S79°01'56"W 41.81' S86°14'26"W 50.00' N0 1 ° 4 7 ' 0 2 " W 13 8 . 1 3 ' N 0 1 ° 4 7 ' 0 2 " W 39 3 . 8 7 ' MAP 30 LOT 77 MAP 22 LOT 178 MAP 21LOT 93 MAP 21LOT 92 MAP 21 MAP 31LOT 1 MA S S A C H U S E T T S S T A T E P L A N E C O O R D I N A T E S Y S T E M - ( N A D 8 3 ) TH E C O P Y I N G O R R E U S E O F T H I S D O C U M E N T , O R P O R T I O N S T H E R E O F , F O R O T H E R T H A N T H E O R I G I N A L P R O J E C T O R TH E P U R P O S E O R I G I N A L L Y I N T E N D E D , W I T H O U T T H E W R I T T E N P E R M I S S I O N O F C O N T R O L P O I N T A S S O C I A T E S , I N C . , I S P R O H I B I T E D . CO N T R O L P O I N T A S S O C I A T E S , I N C . - A L L R I G H T S R E S E R V E D . SHEET 27 R.J.K. R.A.B. REVIEWED: FIELD CREW DRAWN: J.D.O. 10-20-2025 25-09-MA FIELD BOOK NO. FIELD BOOK PG. OFG.L.H. APPROVED:DATE 1" = 20' SCALE 03-250289-00 FILE NO. THIS SURVEY HAS BEEN PERFORMED IN THE FIELD UNDER MY SUPERVISION, AND TO THE BEST OF MY KNOWLEDGE, BELIEF, AND INFORMATION, THIS SURVEY HAS BEEN PERFORMED IN ACCORDANCE WITH CURRENTLY ACCEPTED ACCURACY STANDARDS. NOT A VALID ORIGINAL DOCUMENT UNLESS EMBOSSED WITH RAISED IMPRESSION OR BLUE INK SEAL 0 10 20 40 80 ( IN FEET ) 1 inch = 20 ft. GRAPHIC SCALE 20 GERRY L. HOLDRIGHT MASSACHUSETTS PROFESSIONAL LAND SURVEYOR #49211 136 BOUNDARY, TOPOGRAPHIC & UTILITY SURVEY DATE C ONTROL P OINT A SSOCIATES, I NC. 352 TURNPIKE ROAD SOUTHBOROUGH, MA 01772 508.948.3000 WWW.CPASURVEY.COM WARREN, NJ 908.668.0099 CHALFONT, PA 215.712.9800 MT. LAUREL, NJ 609.857.2099 MANHATTAN, NY 646.780.0411 LONG ISLAND, NY 631.580.2645 ALBANY, NY 518.217.5010 ROCHESTER, NY 585.250.1764 PHILADELPHIA, PA 215.712.9800 HUDSON VALLEY, NY 845.691.7339 FT. LAUDERDALE, FL 954.763.7611 12-16-2025 12-16-2025 ! ID OY U G S T C - A P O OFBE SURFACE ANYWHERE IN THE STATE. R ELL DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S THE COMMONWEALTH OF MASSACHUSETTS REQUIRES NOTIFICATION BY EXCAVATORS, 1 - 8 8 8 - 3 4 4 - 7 2 3 3 C A L L 8 1 1 .C O M 262 C LORING AVENUE COMMONWEALTH OF MASSACHUSETTS CITY OF SALEM, ESSEX COUNTY MAP 31, LOT 1 WINNDEVELOPMENT FIELD DATE MA T C H L I N E T O S H E E T 0 7 MATCH LINE TO SHEET 03 LEVEL RELATIVE TO PROPERTY LINE OFFSET OF STRUCTURE AT GROUND CLEAN OUT PARKING SPACE COUNT PAINTED ARROWS APPROX. LOC. UNDERGROUND ELECTRIC LINE APPROX. LOC. UNDERGROUND GAS LINE GAS VALVE WATER VALVE OVERHEAD WIRES BOLLARD SIGN GUY WIRE UTILITY POLE/LIGHT POLE APPROX. LOC. UNDERGROUND TELEPHONE LINE APPROX. LOC. UNDERGROUND WATER LINE UTILITY POLE TRAFFIC SIGNAL POLE METAL GUIDE RAIL TRAFFIC SIGNAL APPROX. LOC. UNDERGROUND SANITARY / SEWER LINE POST APPROX. LOC. UNDERGROUND FIBER OPTIC LINE APPROX. LOC. UNDERGROUND DRAINAGE LINE DEPRESSED CURB EDGE OF PAVEMENT LANDSCAPED AREA UNDER GROUND 10 EDGE OF CONCRETE CHAIN LINK FENCE DRAINAGE/STORM MANHOLE ELECTRIC MANHOLE SANITARY/SEWER MANHOLE TELEPHONE MANHOLE UNKNOWN MANHOLE METAL COVER PRESSURE INDICATOR VALVE HYDRANT GAS METER ELECTRIC METER TYPICAL CATCH BASIN OR INLET EXISTING SPOT ELEVATION EXISTING TOP OF WALL ELEVATION EXISTING BOTTOM OF WALL ELEVATION EXISTING TOP OF CURB ELEVATION EXISTING CONTOUR LEGEND EXISTING FINISHED FLOOR ELEVATION EXISTING DOOR SILL ELEVATION SOLID YELLOW LINE HEIGHT BUILDING BUILDING FOOTPRINT AREA FILLED w/DEBRIS SOLID WHITE LINE NO VISIBLE PIPE ELEVATION POLYVINYL CHLORIDE PIPE INVERT ELEVATION GRATE ELEVATION CORRUGATED PLASTIC PIPE VITRIFIED CLAY PIPE SUBSURFACE UTILITY QUALITY LEVEL C SUBSURFACE UTILITY QUALITY LEVEL D SUBSURFACE UTILITY QUALITY LEVEL B EXISTING BOTTOM OF CURB ELEVATION REINFORCED CONCRETE PIPE 10 8 18 26 8 7 13 12 3 MAP 30LOT 78 MAP 31 LOT 1 MA S S A C H U S E T T S S T A T E P L A N E C O O R D I N A T E S Y S T E M - ( N A D 8 3 ) TH E C O P Y I N G O R R E U S E O F T H I S D O C U M E N T , O R P O R T I O N S T H E R E O F , F O R O T H E R T H A N T H E O R I G I N A L P R O J E C T O R TH E P U R P O S E O R I G I N A L L Y I N T E N D E D , W I T H O U T T H E W R I T T E N P E R M I S S I O N O F C O N T R O L P O I N T A S S O C I A T E S , I N C . , I S P R O H I B I T E D . CO N T R O L P O I N T A S S O C I A T E S , I N C . - A L L R I G H T S R E S E R V E D . SHEET 27 R.J.K. R.A.B. REVIEWED: FIELD CREW DRAWN: J.D.O. 10-20-2025 25-09-MA FIELD BOOK NO. FIELD BOOK PG. OFG.L.H. APPROVED:DATE 1" = 20' SCALE 03-250289-00 FILE NO. THIS SURVEY HAS BEEN PERFORMED IN THE FIELD UNDER MY SUPERVISION, AND TO THE BEST OF MY KNOWLEDGE, BELIEF, AND INFORMATION, THIS SURVEY HAS BEEN PERFORMED IN ACCORDANCE WITH CURRENTLY ACCEPTED ACCURACY STANDARDS. NOT A VALID ORIGINAL DOCUMENT UNLESS EMBOSSED WITH RAISED IMPRESSION OR BLUE INK SEAL 0 10 20 40 80 ( IN FEET ) 1 inch = 20 ft. GRAPHIC SCALE 20 GERRY L. HOLDRIGHT MASSACHUSETTS PROFESSIONAL LAND SURVEYOR #49211 137 BOUNDARY, TOPOGRAPHIC & UTILITY SURVEY DATE C ONTROL P OINT A SSOCIATES, I NC. 352 TURNPIKE ROAD SOUTHBOROUGH, MA 01772 508.948.3000 WWW.CPASURVEY.COM WARREN, NJ 908.668.0099 CHALFONT, PA 215.712.9800 MT. LAUREL, NJ 609.857.2099 MANHATTAN, NY 646.780.0411 LONG ISLAND, NY 631.580.2645 ALBANY, NY 518.217.5010 ROCHESTER, NY 585.250.1764 PHILADELPHIA, PA 215.712.9800 HUDSON VALLEY, NY 845.691.7339 FT. LAUDERDALE, FL 954.763.7611 12-16-2025 12-16-2025 ! ID OY U G S T C - A P O OFBE SURFACE ANYWHERE IN THE STATE. R ELL DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S THE COMMONWEALTH OF MASSACHUSETTS REQUIRES NOTIFICATION BY EXCAVATORS, 1 - 8 8 8 - 3 4 4 - 7 2 3 3 C A L L 8 1 1 .C O M 262 C LORING AVENUE COMMONWEALTH OF MASSACHUSETTS CITY OF SALEM, ESSEX COUNTY MAP 31, LOT 1 WINNDEVELOPMENT FIELD DATE MATCH LINE TO SHEET 04 MATCH LINE TO SHEET 09 MA T C H L I N E T O S H E E T 0 6 MA T C H L I N E T O S H E E T 0 8 LEVEL RELATIVE TO PROPERTY LINE OFFSET OF STRUCTURE AT GROUND CLEAN OUT PARKING SPACE COUNT PAINTED ARROWS APPROX. LOC. UNDERGROUND ELECTRIC LINE APPROX. LOC. UNDERGROUND GAS LINE GAS VALVE WATER VALVE OVERHEAD WIRES BOLLARD SIGN GUY WIRE UTILITY POLE/LIGHT POLE APPROX. LOC. UNDERGROUND TELEPHONE LINE APPROX. LOC. UNDERGROUND WATER LINE UTILITY POLE TRAFFIC SIGNAL POLE METAL GUIDE RAIL TRAFFIC SIGNAL APPROX. LOC. UNDERGROUND SANITARY / SEWER LINE POST APPROX. LOC. UNDERGROUND FIBER OPTIC LINE APPROX. LOC. UNDERGROUND DRAINAGE LINE DEPRESSED CURB EDGE OF PAVEMENT LANDSCAPED AREA UNDER GROUND 10 EDGE OF CONCRETE CHAIN LINK FENCE DRAINAGE/STORM MANHOLE ELECTRIC MANHOLE SANITARY/SEWER MANHOLE TELEPHONE MANHOLE UNKNOWN MANHOLE METAL COVER PRESSURE INDICATOR VALVE HYDRANT GAS METER ELECTRIC METER TYPICAL CATCH BASIN OR INLET EXISTING SPOT ELEVATION EXISTING TOP OF WALL ELEVATION EXISTING BOTTOM OF WALL ELEVATION EXISTING TOP OF CURB ELEVATION EXISTING CONTOUR LEGEND EXISTING FINISHED FLOOR ELEVATION EXISTING DOOR SILL ELEVATION SOLID YELLOW LINE HEIGHT BUILDING BUILDING FOOTPRINT AREA FILLED w/DEBRIS SOLID WHITE LINE NO VISIBLE PIPE ELEVATION POLYVINYL CHLORIDE PIPE INVERT ELEVATION GRATE ELEVATION CORRUGATED PLASTIC PIPE VITRIFIED CLAY PIPE SUBSURFACE UTILITY QUALITY LEVEL C SUBSURFACE UTILITY QUALITY LEVEL D SUBSURFACE UTILITY QUALITY LEVEL B EXISTING BOTTOM OF CURB ELEVATION REINFORCED CONCRETE PIPE 10 14 10 6 15 16 R=585.49'D =034°08'12" L=348.83' CHB=S41° 40' 52"WCHD=343.70' MAP 31LOT 1 MA S S A C H U S E T T S S T A T E P L A N E C O O R D I N A T E S Y S T E M - ( N A D 8 3 ) TH E C O P Y I N G O R R E U S E O F T H I S D O C U M E N T , O R P O R T I O N S T H E R E O F , F O R O T H E R T H A N T H E O R I G I N A L P R O J E C T O R TH E P U R P O S E O R I G I N A L L Y I N T E N D E D , W I T H O U T T H E W R I T T E N P E R M I S S I O N O F C O N T R O L P O I N T A S S O C I A T E S , I N C . , I S P R O H I B I T E D . CO N T R O L P O I N T A S S O C I A T E S , I N C . - A L L R I G H T S R E S E R V E D . SHEET 27 R.J.K. R.A.B. REVIEWED: FIELD CREW DRAWN: J.D.O. 10-20-2025 25-09-MA FIELD BOOK NO. FIELD BOOK PG. OFG.L.H. APPROVED:DATE 1" = 20' SCALE 03-250289-00 FILE NO. THIS SURVEY HAS BEEN PERFORMED IN THE FIELD UNDER MY SUPERVISION, AND TO THE BEST OF MY KNOWLEDGE, BELIEF, AND INFORMATION, THIS SURVEY HAS BEEN PERFORMED IN ACCORDANCE WITH CURRENTLY ACCEPTED ACCURACY STANDARDS. NOT A VALID ORIGINAL DOCUMENT UNLESS EMBOSSED WITH RAISED IMPRESSION OR BLUE INK SEAL 0 10 20 40 80 ( IN FEET ) 1 inch = 20 ft. GRAPHIC SCALE 20 GERRY L. HOLDRIGHT MASSACHUSETTS PROFESSIONAL LAND SURVEYOR #49211 138 BOUNDARY, TOPOGRAPHIC & UTILITY SURVEY DATE C ONTROL P OINT A SSOCIATES, I NC. 352 TURNPIKE ROAD SOUTHBOROUGH, MA 01772 508.948.3000 WWW.CPASURVEY.COM WARREN, NJ 908.668.0099 CHALFONT, PA 215.712.9800 MT. LAUREL, NJ 609.857.2099 MANHATTAN, NY 646.780.0411 LONG ISLAND, NY 631.580.2645 ALBANY, NY 518.217.5010 ROCHESTER, NY 585.250.1764 PHILADELPHIA, PA 215.712.9800 HUDSON VALLEY, NY 845.691.7339 FT. LAUDERDALE, FL 954.763.7611 12-16-2025 12-16-2025 ! ID OY U G S T C - A P O OFBE SURFACE ANYWHERE IN THE STATE. R ELL DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S THE COMMONWEALTH OF MASSACHUSETTS REQUIRES NOTIFICATION BY EXCAVATORS, 1 - 8 8 8 - 3 4 4 - 7 2 3 3 C A L L 8 1 1 .C O M 262 C LORING AVENUE COMMONWEALTH OF MASSACHUSETTS CITY OF SALEM, ESSEX COUNTY MAP 31, LOT 1 WINNDEVELOPMENT FIELD DATE MATCH LINE TO SHEET 10 MATCH LINE TO SHEET 05 MA T C H L I N E T O S H E E T 0 7 LEVEL RELATIVE TO PROPERTY LINE OFFSET OF STRUCTURE AT GROUND CLEAN OUT PARKING SPACE COUNT PAINTED ARROWS APPROX. LOC. UNDERGROUND ELECTRIC LINE APPROX. LOC. UNDERGROUND GAS LINE GAS VALVE WATER VALVE OVERHEAD WIRES BOLLARD SIGN GUY WIRE UTILITY POLE/LIGHT POLE APPROX. LOC. UNDERGROUND TELEPHONE LINE APPROX. LOC. UNDERGROUND WATER LINE UTILITY POLE TRAFFIC SIGNAL POLE METAL GUIDE RAIL TRAFFIC SIGNAL APPROX. LOC. UNDERGROUND SANITARY / SEWER LINE POST APPROX. LOC. UNDERGROUND FIBER OPTIC LINE APPROX. LOC. UNDERGROUND DRAINAGE LINE DEPRESSED CURB EDGE OF PAVEMENT LANDSCAPED AREA UNDER GROUND 10 EDGE OF CONCRETE CHAIN LINK FENCE DRAINAGE/STORM MANHOLE ELECTRIC MANHOLE SANITARY/SEWER MANHOLE TELEPHONE MANHOLE UNKNOWN MANHOLE METAL COVER PRESSURE INDICATOR VALVE HYDRANT GAS METER ELECTRIC METER TYPICAL CATCH BASIN OR INLET EXISTING SPOT ELEVATION EXISTING TOP OF WALL ELEVATION EXISTING BOTTOM OF WALL ELEVATION EXISTING TOP OF CURB ELEVATION EXISTING CONTOUR LEGEND EXISTING FINISHED FLOOR ELEVATION EXISTING DOOR SILL ELEVATION SOLID YELLOW LINE HEIGHT BUILDING BUILDING FOOTPRINT AREA FILLED w/DEBRIS SOLID WHITE LINE NO VISIBLE PIPE ELEVATION POLYVINYL CHLORIDE PIPE INVERT ELEVATION GRATE ELEVATION CORRUGATED PLASTIC PIPE VITRIFIED CLAY PIPE SUBSURFACE UTILITY QUALITY LEVEL C SUBSURFACE UTILITY QUALITY LEVEL D SUBSURFACE UTILITY QUALITY LEVEL B EXISTING BOTTOM OF CURB ELEVATION REINFORCED CONCRETE PIPE 10 RIVER N67°4 3 ' 1 9 " W 781.17 '(SUR V E Y T I E ) MAP 30 LOT 82 MAP 30 LOT 81 MAP 30 LOT 80 MAP 30LOT 79 MAP 30 LOT 77 MAP 30 LOT 72 MAP 31 LOT 1 MA S S A C H U S E T T S S T A T E P L A N E C O O R D I N A T E S Y S T E M - ( N A D 8 3 ) TH E C O P Y I N G O R R E U S E O F T H I S D O C U M E N T , O R P O R T I O N S T H E R E O F , F O R O T H E R T H A N T H E O R I G I N A L P R O J E C T O R TH E P U R P O S E O R I G I N A L L Y I N T E N D E D , W I T H O U T T H E W R I T T E N P E R M I S S I O N O F C O N T R O L P O I N T A S S O C I A T E S , I N C . , I S P R O H I B I T E D . CO N T R O L P O I N T A S S O C I A T E S , I N C . - A L L R I G H T S R E S E R V E D . SHEET 27 R.J.K. R.A.B. REVIEWED: FIELD CREW DRAWN: J.D.O. 10-20-2025 25-09-MA FIELD BOOK NO. FIELD BOOK PG. OFG.L.H. APPROVED:DATE 1" = 20' SCALE 03-250289-00 FILE NO. THIS SURVEY HAS BEEN PERFORMED IN THE FIELD UNDER MY SUPERVISION, AND TO THE BEST OF MY KNOWLEDGE, BELIEF, AND INFORMATION, THIS SURVEY HAS BEEN PERFORMED IN ACCORDANCE WITH CURRENTLY ACCEPTED ACCURACY STANDARDS. NOT A VALID ORIGINAL DOCUMENT UNLESS EMBOSSED WITH RAISED IMPRESSION OR BLUE INK SEAL 0 10 20 40 80 ( IN FEET ) 1 inch = 20 ft. GRAPHIC SCALE 20 GERRY L. HOLDRIGHT MASSACHUSETTS PROFESSIONAL LAND SURVEYOR #49211 139 BOUNDARY, TOPOGRAPHIC & UTILITY SURVEY DATE C ONTROL P OINT A SSOCIATES, I NC. 352 TURNPIKE ROAD SOUTHBOROUGH, MA 01772 508.948.3000 WWW.CPASURVEY.COM WARREN, NJ 908.668.0099 CHALFONT, PA 215.712.9800 MT. LAUREL, NJ 609.857.2099 MANHATTAN, NY 646.780.0411 LONG ISLAND, NY 631.580.2645 ALBANY, NY 518.217.5010 ROCHESTER, NY 585.250.1764 PHILADELPHIA, PA 215.712.9800 HUDSON VALLEY, NY 845.691.7339 FT. LAUDERDALE, FL 954.763.7611 12-16-2025 12-16-2025 ! ID OY U G S T C - A P O OFBE SURFACE ANYWHERE IN THE STATE. R ELL DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S THE COMMONWEALTH OF MASSACHUSETTS REQUIRES NOTIFICATION BY EXCAVATORS, 1 - 8 8 8 - 3 4 4 - 7 2 3 3 C A L L 8 1 1 .C O M 262 C LORING AVENUE COMMONWEALTH OF MASSACHUSETTS CITY OF SALEM, ESSEX COUNTY MAP 31, LOT 1 WINNDEVELOPMENT FIELD DATE MATCH LINE TO SHEET 07 MA T C H L I N E T O S H E E T 1 0 LEVEL RELATIVE TO PROPERTY LINE OFFSET OF STRUCTURE AT GROUND CLEAN OUT PARKING SPACE COUNT PAINTED ARROWS APPROX. LOC. UNDERGROUND ELECTRIC LINE APPROX. LOC. UNDERGROUND GAS LINE GAS VALVE WATER VALVE OVERHEAD WIRES BOLLARD SIGN GUY WIRE UTILITY POLE/LIGHT POLE APPROX. LOC. UNDERGROUND TELEPHONE LINE APPROX. LOC. UNDERGROUND WATER LINE UTILITY POLE TRAFFIC SIGNAL POLE METAL GUIDE RAIL TRAFFIC SIGNAL APPROX. LOC. UNDERGROUND SANITARY / SEWER LINE POST APPROX. LOC. UNDERGROUND FIBER OPTIC LINE APPROX. LOC. UNDERGROUND DRAINAGE LINE DEPRESSED CURB EDGE OF PAVEMENT LANDSCAPED AREA UNDER GROUND 10 EDGE OF CONCRETE CHAIN LINK FENCE DRAINAGE/STORM MANHOLE ELECTRIC MANHOLE SANITARY/SEWER MANHOLE TELEPHONE MANHOLE UNKNOWN MANHOLE METAL COVER PRESSURE INDICATOR VALVE HYDRANT GAS METER ELECTRIC METER TYPICAL CATCH BASIN OR INLET EXISTING SPOT ELEVATION EXISTING TOP OF WALL ELEVATION EXISTING BOTTOM OF WALL ELEVATION EXISTING TOP OF CURB ELEVATION EXISTING CONTOUR LEGEND EXISTING FINISHED FLOOR ELEVATION EXISTING DOOR SILL ELEVATION SOLID YELLOW LINE HEIGHT BUILDING BUILDING FOOTPRINT AREA FILLED w/DEBRIS SOLID WHITE LINE NO VISIBLE PIPE ELEVATION POLYVINYL CHLORIDE PIPE INVERT ELEVATION GRATE ELEVATION CORRUGATED PLASTIC PIPE VITRIFIED CLAY PIPE SUBSURFACE UTILITY QUALITY LEVEL C SUBSURFACE UTILITY QUALITY LEVEL D SUBSURFACE UTILITY QUALITY LEVEL B EXISTING BOTTOM OF CURB ELEVATION REINFORCED CONCRETE PIPE 10 LOR I N G A V E N U E (AK A M A R O U T E 1 A ) (PU B L I C - V A R I A B L E W I D T H R O W ) SHT-10 S58°4 4 ' 5 7 " W 167.16 ' S41° 4 7 ' 4 2 " W 103 . 5 9 ' MAP 31 LOT 1 MA S S A C H U S E T T S S T A T E P L A N E C O O R D I N A T E S Y S T E M - ( N A D 8 3 ) TH E C O P Y I N G O R R E U S E O F T H I S D O C U M E N T , O R P O R T I O N S T H E R E O F , F O R O T H E R T H A N T H E O R I G I N A L P R O J E C T O R TH E P U R P O S E O R I G I N A L L Y I N T E N D E D , W I T H O U T T H E W R I T T E N P E R M I S S I O N O F C O N T R O L P O I N T A S S O C I A T E S , I N C . , I S P R O H I B I T E D . CO N T R O L P O I N T A S S O C I A T E S , I N C . - A L L R I G H T S R E S E R V E D . SHEET 27 R.J.K. R.A.B. REVIEWED: FIELD CREW DRAWN: J.D.O. 10-20-2025 25-09-MA FIELD BOOK NO. FIELD BOOK PG. OFG.L.H. APPROVED:DATE 1" = 20' SCALE 03-250289-00 FILE NO. THIS SURVEY HAS BEEN PERFORMED IN THE FIELD UNDER MY SUPERVISION, AND TO THE BEST OF MY KNOWLEDGE, BELIEF, AND INFORMATION, THIS SURVEY HAS BEEN PERFORMED IN ACCORDANCE WITH CURRENTLY ACCEPTED ACCURACY STANDARDS. NOT A VALID ORIGINAL DOCUMENT UNLESS EMBOSSED WITH RAISED IMPRESSION OR BLUE INK SEAL 0 10 20 40 80 ( IN FEET ) 1 inch = 20 ft. GRAPHIC SCALE 20 GERRY L. HOLDRIGHT MASSACHUSETTS PROFESSIONAL LAND SURVEYOR #49211 1310 BOUNDARY, TOPOGRAPHIC & UTILITY SURVEY DATE C ONTROL P OINT A SSOCIATES, I NC. 352 TURNPIKE ROAD SOUTHBOROUGH, MA 01772 508.948.3000 WWW.CPASURVEY.COM WARREN, NJ 908.668.0099 CHALFONT, PA 215.712.9800 MT. LAUREL, NJ 609.857.2099 MANHATTAN, NY 646.780.0411 LONG ISLAND, NY 631.580.2645 ALBANY, NY 518.217.5010 ROCHESTER, NY 585.250.1764 PHILADELPHIA, PA 215.712.9800 HUDSON VALLEY, NY 845.691.7339 FT. LAUDERDALE, FL 954.763.7611 12-16-2025 12-16-2025 ! ID OY U G S T C - A P O OFBE SURFACE ANYWHERE IN THE STATE. R ELL DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S THE COMMONWEALTH OF MASSACHUSETTS REQUIRES NOTIFICATION BY EXCAVATORS, 1 - 8 8 8 - 3 4 4 - 7 2 3 3 C A L L 8 1 1 .C O M 262 C LORING AVENUE COMMONWEALTH OF MASSACHUSETTS CITY OF SALEM, ESSEX COUNTY MAP 31, LOT 1 WINNDEVELOPMENT FIELD DATE MATCH LINE TO SHEET 08 MA T C H L I N E T O S H E E T 0 9 LEVEL RELATIVE TO PROPERTY LINE OFFSET OF STRUCTURE AT GROUND CLEAN OUT PARKING SPACE COUNT PAINTED ARROWS APPROX. LOC. UNDERGROUND ELECTRIC LINE APPROX. LOC. UNDERGROUND GAS LINE GAS VALVE WATER VALVE OVERHEAD WIRES BOLLARD SIGN GUY WIRE UTILITY POLE/LIGHT POLE APPROX. LOC. UNDERGROUND TELEPHONE LINE APPROX. LOC. UNDERGROUND WATER LINE UTILITY POLE TRAFFIC SIGNAL POLE METAL GUIDE RAIL TRAFFIC SIGNAL APPROX. LOC. UNDERGROUND SANITARY / SEWER LINE POST APPROX. LOC. UNDERGROUND FIBER OPTIC LINE APPROX. LOC. UNDERGROUND DRAINAGE LINE DEPRESSED CURB EDGE OF PAVEMENT LANDSCAPED AREA UNDER GROUND 10 EDGE OF CONCRETE CHAIN LINK FENCE DRAINAGE/STORM MANHOLE ELECTRIC MANHOLE SANITARY/SEWER MANHOLE TELEPHONE MANHOLE UNKNOWN MANHOLE METAL COVER PRESSURE INDICATOR VALVE HYDRANT GAS METER ELECTRIC METER TYPICAL CATCH BASIN OR INLET EXISTING SPOT ELEVATION EXISTING TOP OF WALL ELEVATION EXISTING BOTTOM OF WALL ELEVATION EXISTING TOP OF CURB ELEVATION EXISTING CONTOUR LEGEND EXISTING FINISHED FLOOR ELEVATION EXISTING DOOR SILL ELEVATION SOLID YELLOW LINE HEIGHT BUILDING BUILDING FOOTPRINT AREA FILLED w/DEBRIS SOLID WHITE LINE NO VISIBLE PIPE ELEVATION POLYVINYL CHLORIDE PIPE INVERT ELEVATION GRATE ELEVATION CORRUGATED PLASTIC PIPE VITRIFIED CLAY PIPE SUBSURFACE UTILITY QUALITY LEVEL C SUBSURFACE UTILITY QUALITY LEVEL D SUBSURFACE UTILITY QUALITY LEVEL B EXISTING BOTTOM OF CURB ELEVATION REINFORCED CONCRETE PIPE 10 D D D D D D D D D D D D D T T T T T T E E E E E E S S S S S S S S S S MM M M M L O R I N G A V E N U E H A R R I S O N R O A D (PU B L I C ~ 4 0 ' W I D E ) D Project: COPYRIGHT 2024 WESTON & SAMPSON 978.532.1900 www.westonandsampson.com 800.SAMPSON Weston & Sampson Engineers, Inc. 55 Walkers Brook Drive, Suite 100 Reading, MA 01867 SALEM STATE SOUTH CAMPUS REDEVELOPMENT AVALON SALEM 8 HARRISON ROAD & 262 C LORING AVENUE SALEM, MA 01970 NOT FOR CONSTRUCTION Clients: Seal: Revisions: No. Date Description COA: Issued For: Drawing Title: Sheet Number: Scale: W&S File No.: W&S Project No.: Approved By: Date: Reviewed By: Drawn By: COPYRIGHT © 2024 BY WESTON & SAMPSON THIS DRAWING HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE CLIENT & PROJECT NAME LISTED ON THIS DRAWING ONLY. REPRODUCTION, RELEASE OF UTILIZATION OF THE DRAWING CONTENT BY OTHER CLIENTS / FIRMS AND ON OTHER PROJECTS IS PROHIBITED BY LAY. WESTON & SAMPSON RETAINS THE EXCLUSIVE USE OF THE INTELLECTUAL PROPERTY CONTAINED HEREIN. SEPTEMBER 3, 2024 AS SHOWN DKE JMJ JMJ ENG22-1227 / ENG22-1228 AVALONBAY COMMUNITIES, INC. 600 ATLANTIC AVENUE, 20TH FLOOR BOSTON, MA 02210 WINNCOMPANIES ONE WASHINGTON MALL, SUITE 500 BOSTON, MA 02108 0 9/3/2024 ANRAD LEGEND V100 ANRAD ZONING DISTRICT LINE MEAN ANNUAL HIGH WATER (MAHW) LINE (TYP.) APPROX. MAHW LINE EDGE OF WETLANDS (TYP.) ISOLATED VEGETATED WETLANDS ENTR A N C E COR R I D O R OVER L A Y DIST R I C T APPROX. ZONE LINE (TYP.) PARCEL BOUNDARY (TYP.) FEMA FLOOD ZONE AE LINE (EL 10) FEMA FLOOD ZONE AE AND FLOOD HAZARD OVERLAY DISTRICT (FHOD) FEMA FLOOD ZONE AE AND FLOOD HAZARD OVERLAY DISTRICT (FHOD) 2070 PROJECTED FLOOD ELEVATION (EL. 13.8) RESIDENTIAL ONE FAMILY (R1) DISTRICT RESIDENTIAL CONSERVATION (RC) DISTRICT PARCEL BOUNDARY FEMA FLOOD ZONE AE AND FLOOD HAZARD OVERLAY DISTRICT LINE (EL. 10) 2070 PROJECTED FLOOD ELEVATION (ESTIMATED AS EL. 13.8) RIVERFRONT AREA 100' WETLAND BUFFER 25' WETLAND NO DISTURBANCE ZONE 50' WETLAND MITIGATION ZONE EDGE OF WETLANDS NOTES: 1.EXISTING CONDITIONS INFORMATION BASED UPON ALTA/NSPS LAND TITLE SURVEY PERFORMED BY DGT ASSOCIATES ON JUNE 30, 2023. 2.WETLAND RESOURCES WERE DELINEATED BY GODDARD CONSULTING LLC ON MAY 24, 2023. FLAGS WERE REFRESHED, RELABELED, AND LOCATED ON AUGUST 22, 2024. 3.SUBJECT LOT IS PARTIALLY LOCATED WITHIN THE FLOOD HAZARD AND ENTRANCE CORRIDOR OVERLAY DISTRICTS. 4.SUBJECT LOT IS LOCATED IN FEMA FLOOD ZONE "X" (AREA OF MINIMAL FLOOD HAZARD) AND PARTIALLY LOCATED WITHIN FEMA FLOOD ZONE "AE" (1% ANNUAL CHANCE OF FLOODING WITH BASE FLOOD ELEVATION), PER FEMA FLOOD MAP NUMBER 25009C0532G, EFFECTIVE DATE 7/16/2014). SUBJECT LOT IS ALSO PARTIALLY LOCATED WITHIN THE PROJECTED 2070 100-YEAR FLOODPLAIN. 5.SUBJECT LOT IS PARTIALLY LOCATED WITHIN THE 200' RIVERFRONT BUFFER ASSOCIATED WITH THE FOREST RIVER. 6.THE CITY OF SALEM CONSERVATION COMMISSION REQUIRES A 100' WETLAND BUFFER ZONE, A 50' WETLAND MITIGATION ZONE, AND A 25' WETLAND NO DISTURBANCE ZONE. 7.FIRST AMERICAN TITLE INSURANCE COMPANY, SCHEDULE B, PART II, EXCEPTIONS, COMMITMENT NO.: 62174093020-1150490, COMMITMENT DATE: JUNE 20, 2023 AT 8:00 A.M. 8.ALL UNDERGROUND UTILITIES SHOWN ARE QUALITY LEVEL "C" OR "D" PER ASCE STANDARD 38-02 DESIGNATION. UNLESS NOTED, THEY ARE APPROXIMATE ONLY AND WERE COMPILED ACCORDING TO AVAILABLE RECORDS FROM THE VARIOUS COMPANIES AND PUBLIC AGENCIES. ACTUAL LOCATIONS MUST BE DETERMINED IN THE FIELD. BEFORE DESIGNING, EXCAVATING, BLASTING, INSTALLING, BACKFILLING, GRADING, PAVEMENT RESTORATION, REPAVING OR OTHER CONSTRUCTION, ALL UTILITY COMPANIES MUST BE NOTIFIED INCLUDING THOSE IN CONTROL OF UTILITIES NOT SHOWN ON THIS PLAN. SEE CHAPTER 370, ACTS OF 1963, MASSACHUSETTS. CALL "DIG SAFE" AT 1-888-344-7233 OR DIAL 811. THE DGT ASSOCIATES, INC. ASSUMES NO RESPONSIBILITY FOR DAMAGES INCURRED AS A RESULT OF UTILITIES OMITTED OR INACCURATELY SHOWN. BEFORE FUTURE CONNECTIONS, THE APPROPRIATE UTILITY ENGINEERING DEPARTMENTS MUST BE CONSULTED. 9.ZONING DISTRICT FOR SUBJECT LOT NOT CONSIDERED AND DIMENSIONAL REQUIREMENTS ARE NOT SHOWN. 50' WETLAND MITIGATION ZONE 100' WETLAND BUFFER 25' WETLAND NO DISTURBANCE ZONE MEAN ANNUAL HIGH WATER LINE 200' RIVERFRONT AREA 100' RIVERFRONT AREA 100' LAND SUBJECT TO FLOODING BUFFER 100' LAND SUBJECT TO FLOODING BUFFER 25' WETLAND NO DISTURBANCE ZONE ENVIRONMENTAL CONSTRAINTS PLAN C002 1 04-07-26 PERMITTING DRAFT 2 04-20-26 PERMITTING 4 L=196.58' CHB=N32° 13' 09"E CHD=191.28' MAP 3 1 LO T 1 MAP 3 1 LO T 1 Project: COPYRIGHT 2025 WESTON & SAMPSON 978.532.1900 www.westonandsampson.com 800.SAMPSON Weston & Sampson Engineers, Inc. 55 Walkers Brook Drive, Suite 100 Reading, MA 01867 SALEM STATE SOUTH CAMPUS REDEVELOPMENT AVALON SALEM 8 HARRISON ROAD SALEM, MA 01970 Client: Seal: Revisions: No. Date Description COA: Issued For: Drawing Title: Sheet Number: Scale: W&S File No.: W&S Project No.: Approved By: Date: Reviewed By: Drawn By: COPYRIGHT © 2025 BY WESTON & SAMPSON THIS DRAWING HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE CLIENT & PROJECT NAME LISTED ON THIS DRAWING ONLY. REPRODUCTION, RELEASE OF UTILIZATION OF THE DRAWING CONTENT BY OTHER CLIENTS / FIRMS AND ON OTHER PROJECTS IS PROHIBITED BY LAY. WESTON & SAMPSON RETAINS THE EXCLUSIVE USE OF THE INTELLECTUAL PROPERTY CONTAINED HEREIN. JANUARY 8, 2026 AS SHOWN DKE, WEB MJY JMJ ENG22-1227 AVALONBAY COMMUNITIES, INC. 600 ATLANTIC AVENUE, 20TH FLOOR BOSTON, MA 02210 PERMITTING (NOT FOR CONSTRUCTION) DRAFT 1 04-07-26 PERMITTING 2 04-20-26 PERMITTING C100 EROSION, SEDIMENTATION CONTROL, AND DEMOLITION PLAN (WEST) MA T C H L I N E S H E E T C 1 0 0 SH E E T C 1 0 1 PROP. LIMIT OF WORK (TYP.) MATCHLINE SHEET C100 SHEET C102 LEGEND PROPERTY LINE LIMIT OF WORK R&D SITE ELEMENT, COMPLETE 6' HT. CONSTRUCTION FENCE, TYP. CONSTRUCTION ENTRANCE COMPOST FILTER TUBE EROSION CONTROLS PROTECT IN PLACE EX. SITE FEATURE SAWCUT R&D EX. SITE FEATURE BUILDING TO BE DEMOLISHED, TYP. INLET SEDIMENT CONTROL STOCKPILE AND LAYDOWN AREA, TYP. SILT FENCE EROSION CONTROLS PROP. SILT FENCE EROSION CONTROLS (TYP.) PROP. COMPOST FILTER TUBE EROSION CONTROLS (TYP.) R&D ALL EX. STORM DRAIN STRUCTURES AND CORRESPONDING DRAIN LINES WITHIN THE LIMIT OF WORK (UNLESS OTHERWISE NOTED) R&D ALL EX. ELECTRICAL AND TELECOMMUNICATIONS STRUCTURES AND CORRESPONDING UNDERGROUND LINES WITHIN THE LIMIT OF WORK (UNLESS OTHERWISE NOTED). CONTRACTOR TO COORDINATE WITH UTILITY COMPANY AS NECESSARY R&D ALL EX. WATER STRUCTURES AND CORRESPONDING WATER LINES WITHIN THE LIMIT OF WORK (UNLESS OTHERWISE NOTED) CUT AND CAP SERVICES AT THE MAIN EX. BUILDING TO BE DEMOLISHED (TYP.) R&D ALL EX. SEWER STRUCTURES AND CORRESPONDING SEWER LINES WITHIN THE LIMIT OF WORK (UNLESS OTHERWISE NOTED) CUT AND CAP SERVICES AT THE MAIN CLEAR AND GRUB ALL EX. LANDSCAPE AND WOODED AREAS WITHIN THE LIMIT OF WORK (UNLESS OTHERWISE NOTED) R&D ALL EX. ASPHALT AND CONCRETE WITHIN THE LIMIT OF WORK (TYP.) R&D ALL EX. CURB WITHIN THE LIMIT OF WORK (TYP.) R&D EX. LIGHT POLE (TYP.) R&D EX. TREE (TYP.) R&D ALL EX. CONCRETE PADS AND STEPS WITHIN THE LIMIT OF WORK, COMPLETE R&D CONCRETE RETAINING WALLS PROP. SUBDIVISION LINE (TYP.) PROP. SUBZONE 4 PROP. SUBZONE 1 PROP. TREELINE (TYP.) NOTES: 1.REFER TO SHEET C100 FOR EROSION CONTROL AND DEMOLITION PLAN NOTES AND LEGEND. 2.ANY DRAINAGE MANHOLES TO REMAIN SHALL HAVE THE TEMPORARY CAPS/PLUGS INSTALLED WITHIN STRUCTURE DURING DEMOLITION PHASE. TEMPORARY CAPS/PLUGS TO BE REMOVED AFTER COMPLETION OF DEMOLITION PHASE. 9' (TYP.) 18 ' ( T Y P . ) 22' (TYP.) 9' ( T Y P . ) 26 ' ( T Y P . ) 2 0 3 0 3 2 2 6 1 6 3 R=591.27' D =030°01'30" L=309.85' CHB=N68° 16' 06"E CHD=306.31' N53°15'21"E 16.08' S 3 7 ° 0 9 ' 4 5 " E 7 3 . 0 8 ' S 4 1 ° 3 8 ' 4 3 " E 7 5 . 4 4 ' N48°10'18"E 15.00' N 4 1 ° 3 8 ' 4 3 " W 7 4 . 8 1 ' N 3 7 ° 0 9 ' 4 5 " W 8 7 . 3 8 ' N53°07'06"E 63.77' S 3 9 ° 2 0 ' 4 1 " E 5 0 . 0 0 ' N50°39'19"E 50.00' S45°14'43"E 108.46' S 4 3 ° 4 0 ' 1 1 " E 5 8 . 5 8 ' S48°11'50"W 51.00' S 4 1 ° 4 2 ' 5 1 " E 1 2 8 . 0 0 ' MAP 3 1 LO T 1 3 MAP 3 1 LOT 1 2 MAP 3 1 LO T 1 1 MAP 3 1 LO T 1 0 MAP 3 1 LO T 9 MAP 3 1 LO T 8 MAP 3 1 LO T 1 MAP 3 1 LO T 1 MAP 3 1 LO T 1 Project: COPYRIGHT 2025 WESTON & SAMPSON 978.532.1900 www.westonandsampson.com 800.SAMPSON Weston & Sampson Engineers, Inc. 55 Walkers Brook Drive, Suite 100 Reading, MA 01867 SALEM STATE SOUTH CAMPUS REDEVELOPMENT AVALON SALEM 8 HARRISON ROAD SALEM, MA 01970 Client: Seal: Revisions: No. Date Description COA: Issued For: Drawing Title: Sheet Number: Scale: W&S File No.: W&S Project No.: Approved By: Date: Reviewed By: Drawn By: COPYRIGHT © 2025 BY WESTON & SAMPSON THIS DRAWING HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE CLIENT & PROJECT NAME LISTED ON THIS DRAWING ONLY. REPRODUCTION, RELEASE OF UTILIZATION OF THE DRAWING CONTENT BY OTHER CLIENTS / FIRMS AND ON OTHER PROJECTS IS PROHIBITED BY LAY. WESTON & SAMPSON RETAINS THE EXCLUSIVE USE OF THE INTELLECTUAL PROPERTY CONTAINED HEREIN. JANUARY 8, 2026 AS SHOWN DKE, WEB MJY JMJ ENG22-1227 AVALONBAY COMMUNITIES, INC. 600 ATLANTIC AVENUE, 20TH FLOOR BOSTON, MA 02210 PERMITTING (NOT FOR CONSTRUCTION) DRAFT 1 04-07-26 PERMITTING 2 04-20-26 PERMITTING MATCHLINE SHEET C103 SHEET C101 MA T C H L I N E S H E E T C 1 0 0 SH E E T C 1 0 1 MATCHLINE SHEET C102 SHEET C101 C101 EROSION, SEDIMENTATION CONTROL, AND DEMOLITION PLAN (NORTH) PROP. LIMIT OF WORK (TYP.) R&D ALL EX. STORM DRAIN STRUCTURES AND CORRESPONDING DRAIN LINES WITHIN THE LIMIT OF WORK (UNLESS OTHERWISE NOTED) R&D ALL EX. ELECTRICAL AND TELECOMMUNICATIONS STRUCTURES AND CORRESPONDING UNDERGROUND LINES WITHIN THE LIMIT OF WORK (UNLESS OTHERWISE NOTED). CONTRACTOR TO COORDINATE WITH UTILITY COMPANY AS NECESSARY EX. BUILDING TO BE DEMOLISHED (TYP.) CLEAR AND GRUB ALL EX. LANDSCAPE AND WOODED AREAS WITHIN THE LIMIT OF WORK (UNLESS OTHERWISE NOTED) R&D ALL EX. ASPHALT AND CONCRETE WITHIN THE LIMIT OF WORK (TYP.) R&D ALL EX. CURB WITHIN THE LIMIT OF WORK (TYP.) R&D EX. LIGHT POLE (TYP.) R&D ALL EX. CONCRETE PADS WITHIN THE LIMIT OF WORK, COMPLETE R&D EX. DUMPSTER, CONCRETE PAD, AND CHAIN LINK FENCE R&D ALL EX. WATER STRUCTURES AND CORRESPONDING WATER LINES WITHIN THE LIMIT OF WORK (UNLESS OTHERWISE NOTED) CUT AND CAP SERVICES AT THE MAIN NOTES: 1.REFER TO SHEET C100 FOR EROSION CONTROL AND DEMOLITION PLAN NOTES AND LEGEND. 2.ANY DRAINAGE MANHOLES TO REMAIN SHALL HAVE THE TEMPORARY CAPS/PLUGS INSTALLED WITHIN STRUCTURE DURING DEMOLITION PHASE. TEMPORARY CAPS/PLUGS TO BE REMOVED AFTER COMPLETION OF DEMOLITION PHASE. PROP. TREELINE (TYP.) R&D ALL SIGNS WITHIN THE LIMIT OF WORK 9' (TYP.) 20 ' ( T Y P . ) 8' (TYP.) 24 ' ( T Y P . ) 19' (TYP.) 8' ( T Y P . ) 24' (TYP.) 3 0 3 2 3 1 3 1 3 1 3 2 8 1 8 1 8 1 4 4 3 2 6 S 3 2 ° 3 7 ' 1 1 " E 4 0 . 0 0 ' N57°22'49"E 111.93' MAP 3 1 LO T 1 MAP 3 1 LO T 1 MAP 3 1 LO T 1 Project: COPYRIGHT 2025 WESTON & SAMPSON 978.532.1900 www.westonandsampson.com 800.SAMPSON Weston & Sampson Engineers, Inc. 55 Walkers Brook Drive, Suite 100 Reading, MA 01867 SALEM STATE SOUTH CAMPUS REDEVELOPMENT AVALON SALEM 8 HARRISON ROAD SALEM, MA 01970 Client: Seal: Revisions: No. Date Description COA: Issued For: Drawing Title: Sheet Number: Scale: W&S File No.: W&S Project No.: Approved By: Date: Reviewed By: Drawn By: COPYRIGHT © 2025 BY WESTON & SAMPSON THIS DRAWING HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE CLIENT & PROJECT NAME LISTED ON THIS DRAWING ONLY. REPRODUCTION, RELEASE OF UTILIZATION OF THE DRAWING CONTENT BY OTHER CLIENTS / FIRMS AND ON OTHER PROJECTS IS PROHIBITED BY LAY. WESTON & SAMPSON RETAINS THE EXCLUSIVE USE OF THE INTELLECTUAL PROPERTY CONTAINED HEREIN. JANUARY 8, 2026 AS SHOWN DKE, WEB MJY JMJ ENG22-1227 AVALONBAY COMMUNITIES, INC. 600 ATLANTIC AVENUE, 20TH FLOOR BOSTON, MA 02210 PERMITTING (NOT FOR CONSTRUCTION) DRAFT 1 04-07-26 PERMITTING 2 04-20-26 PERMITTING MA T C H L I N E S H E E T C 1 0 2 MATCHLINE SHEET C100 SHEET C102 MATCHLINE SHEET C101 SHEET C102 SH E E T C 1 0 3 C102 EROSION, SEDIMENTATION CONTROL, AND DEMOLITION PLAN (SOUTH) PROP. LIMIT OF WORK (TYP.) R&D ALL EX. STORM DRAIN STRUCTURES AND CORRESPONDING DRAIN LINES WITHIN THE LIMIT OF WORK (UNLESS OTHERWISE NOTED) R&D ALL EX. ELECTRICAL AND TELECOMMUNICATIONS STRUCTURES AND CORRESPONDING UNDERGROUND LINES WITHIN THE LIMIT OF WORK (UNLESS OTHERWISE NOTED). CONTRACTOR TO COORDINATE WITH UTILITY COMPANY AS NECESSARY EX. BUILDING TO BE DEMOLISHED (TYP.) CLEAR AND GRUB ALL EX. LANDSCAPE AND WOODED AREAS WITHIN THE LIMIT OF WORK (UNLESS OTHERWISE NOTED) R&D ALL EX. ASPHALT AND CONCRETE WITHIN THE LIMIT OF WORK (TYP.) R&D ALL EX. CURB WITHIN THE LIMIT OF WORK (TYP.) R&D EX. LIGHT POLE (TYP.) R&D ALL EX. CONCRETE PADS WITHIN THE LIMIT OF WORK, COMPLETE R&D EX. TRANSFORMER R&D ALL EX. WATER STRUCTURES AND CORRESPONDING WATER LINES WITHIN THE LIMIT OF WORK (UNLESS OTHERWISE NOTED) CUT AND CAP SERVICES AT THE MAIN PROTECT IN PLACE EX. DMH, CB, AND DRAIN PIPES TO REMAIN. PLUGS TO BE INSTALLED IN EX. DMH TO REMAIN PRIOR TO DEMOLITION PROTECT IN PLACE EX. SMH AND SEWER PIPE TO REMAIN. TEMPORARY PLUGS TO BE INSTALLED IN EX. SMH TO REMAIN PRIOR TO DEMOLITION CAP/PLUG TO BE REMOVED AFTER COMPLETION OF DEMOLITION PROTECT IN PLACE EX. DMH TO REMAIN. PLUGS TO BE INSTALLED PRIOR TO DEMOLITION TO PREVENT DEBRIS FROM ENTERING DOWNSTREAM DRAINAGE TO REMAIN PROTECT IN PLACE EX. UNDERGROUND ELECTRICAL, TELECOMMUNICATIONS, AND FIBER OPTICS LINES TO REMAIN R&D ALL EX. SEWER STRUCTURES AND CORRESPONDING SEWER LINES WITHIN THE LIMIT OF WORK (UNLESS OTHERWISE NOTED) CUT AND CAP SERVICES AT THE MAIN PROP. INLET PROTECTION (TYP.) PROP. SILT FENCE EROSION CONTROLS (TYP.) PROP. COMPOST FILTER TUBE EROSION CONTROLS (TYP.) PROP. SUBDIVISION LINE (TYP.) PROP. SUBZONE 4 PROP. SUBZONE 1 PROP. SUBZONE 2 PROP. PAVEMENT SAWCUT (TYP.) NOTES: 1.REFER TO SHEET C100 FOR EROSION CONTROL AND DEMOLITION PLAN NOTES AND LEGEND. 2.ANY DRAINAGE MANHOLES TO REMAIN SHALL HAVE THE TEMPORARY CAPS/PLUGS INSTALLED WITHIN STRUCTURE DURING DEMOLITION PHASE. TEMPORARY CAPS/PLUGS TO BE REMOVED AFTER COMPLETION OF DEMOLITION PHASE. PROP. TREELINE (TYP.) 9' (TYP.) 18 ' ( T Y P . ) 26 ' ( T Y P . ) PROP. CONSTRUCTION SNOW STORAGE CUT AND CAP EX. WATER PORTION OF 8" CLDI WATER MAIN AND HYDRANT SERVICE TO BE REMOVED EX. WATER MAIN TO BE ABANDONED IN PLACE AND ONLY REMOVED IF ENCOUNTERED (UNLESS NOTED OTHERWISE) 1 4 4 3 1 5 S 4 1 ° 4 2 ' 5 1 " E 1 2 8 . 0 0 ' S48°45'44"W 125.00' S41°31'31"E 143.83' S57°22'49"W 86.53' S 3 2 ° 3 7 ' 1 1 " E 4 0 . 0 0 ' N57°22'49"E 111.93' R=569.48' D =012°32'39" L=124.68' CHB=N51° 06' 30"E CHD=124.43' S 4 3 ° 3 1 ' 4 9 " E 1 0 1 . 0 0 ' MAP 3 1 LO T 8 MAP 3 1 LO T 7 MAP 3 1 LO T 3 MAP 3 1 LOT 2 MAP 3 1 LOT 3 2 0 MAP 3 1 LO T 1 Project: COPYRIGHT 2025 WESTON & SAMPSON 978.532.1900 www.westonandsampson.com 800.SAMPSON Weston & Sampson Engineers, Inc. 55 Walkers Brook Drive, Suite 100 Reading, MA 01867 SALEM STATE SOUTH CAMPUS REDEVELOPMENT AVALON SALEM 8 HARRISON ROAD SALEM, MA 01970 Client: Seal: Revisions: No. Date Description COA: Issued For: Drawing Title: Sheet Number: Scale: W&S File No.: W&S Project No.: Approved By: Date: Reviewed By: Drawn By: COPYRIGHT © 2025 BY WESTON & SAMPSON THIS DRAWING HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE CLIENT & PROJECT NAME LISTED ON THIS DRAWING ONLY. REPRODUCTION, RELEASE OF UTILIZATION OF THE DRAWING CONTENT BY OTHER CLIENTS / FIRMS AND ON OTHER PROJECTS IS PROHIBITED BY LAY. WESTON & SAMPSON RETAINS THE EXCLUSIVE USE OF THE INTELLECTUAL PROPERTY CONTAINED HEREIN. JANUARY 8, 2026 AS SHOWN DKE, WEB MJY JMJ ENG22-1227 AVALONBAY COMMUNITIES, INC. 600 ATLANTIC AVENUE, 20TH FLOOR BOSTON, MA 02210 PERMITTING (NOT FOR CONSTRUCTION) DRAFT 1 04-07-26 PERMITTING 2 04-20-26 PERMITTING MA T C H L I N E S H E E T C 1 0 2 HARRISO N R O A D L O R I N G A V E N U E MATCHLINE SHEET C101 SHEET C103 SH E E T C 1 0 3 C103 EROSION, SEDIMENTATION CONTROL, AND DEMOLITION PLAN (EAST) PROP. LIMIT OF WORK (TYP.) R&D ALL EX. STORM DRAIN STRUCTURES AND CORRESPONDING DRAIN LINES WITHIN THE LIMIT OF WORK (UNLESS OTHERWISE NOTED) R&D ALL EX. ELECTRICAL AND TELECOMMUNICATIONS STRUCTURES AND CORRESPONDING UNDERGROUND LINES WITHIN THE LIMIT OF WORK (UNLESS OTHERWISE NOTED). CONTRACTOR TO COORDINATE WITH UTILITY COMPANY AS NECESSARY EX. BUILDING TO BE DEMOLISHED (TYP.) CLEAR AND GRUB ALL EX. LANDSCAPE AND WOODED AREAS WITHIN THE LIMIT OF WORK (UNLESS OTHERWISE NOTED) R&D ALL EX. ASPHALT AND CONCRETE WITHIN THE LIMIT OF WORK (TYP.) R&D ALL EX. CURB WITHIN THE LIMIT OF WORK (TYP.) PROP. STABILIZED CONSTRUCTION ENTRANCE EX. WATER MAIN IN HARRISON ROAD TO BE ABANDONED IN PLACE. REMOVE IF ENCOUNTERED IN FIELD. PROP. INLET PROTECTION (TYP.) PROP. ACCESS GATE PROP. 6' HEIGHT TEMPORARY CONSTRUCTION FENCE (TYP.) PROP. COMPOST FILTER TUBE EROSION CONTROLS (TYP.) PROP. PAVEMENT SAWCUT (TYP.) PROP. SUBDIVISION LINE (TYP.) PROP. SUBZONE 2 PROP. SUBZONE 1 EX. UNDERGROUND GAS TO REMAIN EX. SEWER MAIN TO REMAIN EX. OVERHEAD ELECTRIC AND UTILITY POLES IN HARRISON ROAD TO REMAIN UNLESS NOTED OTHERWISE R&D EX. UTILITY POLE AND CORRESPONDING OVERHEAD WIRES. CONTRACTOR TO COORDINATE WITH UTILITY COMPANY AS NECESSARY NOTES: 1.REFER TO SHEET C100 FOR EROSION CONTROL AND DEMOLITION PLAN NOTES AND LEGEND. 2.ANY DRAINAGE MANHOLES TO REMAIN SHALL HAVE THE TEMPORARY CAPS/PLUGS INSTALLED WITHIN STRUCTURE DURING DEMOLITION PHASE. TEMPORARY CAPS/PLUGS TO BE REMOVED AFTER COMPLETION OF DEMOLITION PHASE. PROP. TREELINE (TYP.) CUT AND CAP EX. WATER MAIN TO BE ABANDONED IN PLACE. REMOVE IF ENCOUNTERED IN FIELD ALL VALVES FROM EXISTING 8" CONNECTION TO MAIN TO BE REMOVED AND REPLACED WITH 8" PIPE SEGMENT (SEE SHEET C112) CONTRACTOR TO CONFIRM LOCATION/SIZE/MATERIAL OF WATER SERVICE VIA FIELD INVESTIGATION PRIOR TO DEMOLITION PHASE. WATER SERVICE TO BE CUT/CAPPED AT MAIN AND REMOVED FROM MAIN UP TO BUILDING. CONTRACTOR TO DETERMINE LOCATION/SIZE/MATERIAL OF SEWER SERVICE VIA FIELD INVESTIGATION PRIOR TO DEMOLITION PHASE. SEWER SERVICE TO BE CUT/CAPPED AT MAIN AND REMOVED FROM MAIN UP TO BUILDING. UNDERGROUND GAS SERVICE TO BE REMOVED; CONTRACTOR TO COORDINATE WITH UTILITY PROVIDER TO DETERMINE THE EXTENT OF REMOVAL REQUIRED. CONTRACTOR TO DETERMINE LOCATION/SIZE/MATERIAL OF GAS SERVICE VIA FIELD INVESTIGATION OR VIA UTILITY PROVIDER RECORDS PRIOR TO DEMOLITION PHASE. PROTECT EX. WATER, SEWER, GAS, AND ELECTRIC SERVICES TO REMAIN TO #6 HARRISON ROAD. CONTRACTOR TO LOCATE EXISTING GAS SERVICE VIA UTILITY PROVIDER RECORDS. IF NO RECORDS AVAILABLE, CONTRACTOR TO COORDINATE UTILITY MARK OUT PRIOR TO DEMOLITION TO CONFIRM EXISTING GAS SERVICE LOCATION. CONTRACTOR TO COORDINATE WITH ELECTRIC UTILITY PROVIDER TO REMOVE OVERHEAD ELECTRICAL SERVICE TO BUILDING ALL EXISTING SERVICES TO HARRISON ROAD SEWER TO REMAIN/BE PROTECTED UNLESS NOTED OTHERWISE (TYP.) 2 0 4 3 0 3 2 3 1 3 1 3 1 3 2 8 1 8 1 8 1 4 4 2 6 1 6 3 2 6 1 5 N55°22'12"E 230.12' R=243.26' D =046°18'05" L=196.58' CHB=N32° 13' 09"E CHD=191.28' N53°15'21"E 16.08' S37°09'45"E 73.08' S41°38'43"E 75.44'N48°10'18"E 15.00' N41°38'43"W 74.81' N37°09'45"W 87.38' N50°39'19"E 50.00' S 4 5 ° 1 4 ' 4 3 " E 1 0 8 . 4 6 ' S43°40'11"E 58.58' S48°11'50"W 51.00' S 4 1 ° 4 2 ' 5 1 " E 1 2 8 . 0 0 ' S48°45'44"W 125.00' S41°31'31"E 143.83' S57°22'49"W 86.53' S32°37'11"E 40.00' N57°22'49"E 111.93' S 4 3 ° 3 1 ' 4 9 " E 1 0 1 . 0 0 ' S14°06'15"E 27.78' N55°22'12"E 30.67' S53°15'21"W 30.97' R=591.27' D =030°01'30" L=309.85' CHB=N68° 16' 06"E CHD=306.31' N53°15'21"E 16.08' S 3 7 ° 0 9 ' 4 5 " E 7 3 . 0 8 ' S 4 1 ° 3 8 ' 4 3 " E 7 5 . 4 4 ' N48°10'18"E 15.00' N 4 1 ° 3 8 ' 4 3 " W 7 4 . 8 1 ' N 3 7 ° 0 9 ' 4 5 " W 8 7 . 3 8 ' N 3 6 ° 4 4 ' 3 9 " W 1 0 0 . 0 0 ' S 3 7 ° 3 0 ' 4 4 " E 9 5 . 0 0 ' N53°07'06"E 63.77' S 3 9 ° 2 0 ' 4 1 " E 5 0 . 0 0 ' N50°39'19"E 50.00' S45°14'43"E 108.46' S 4 3 ° 4 0 ' 1 1 " E 5 8 . 5 8 ' S48°11'50"W 51.00' S 4 1 ° 4 2 ' 5 1 " E 1 2 8 . 0 0 ' S48°45'44"W 125.00' S41°31'31"E 143.83' S57°22'49"W 86.53' S 3 2 ° 3 7 ' 1 1 " E 4 0 . 0 0 ' N57°22'49"E 111.93' R=569.48' D =012°32'39" L=124.68' CHB=N51° 06' 30"E CHD=124.43'S 4 3 ° 3 1 ' 4 9 " E 1 0 1 . 0 0 ' S21°32'26"E 94.41' N55°22'12"E 230.12' N55°22'12"E 30.67'R=243.26' D =046°18'05" L=196.58' CHB=N32° 13' 09"E CHD=191.28' LO T 1 7 5 MAP 3 1 LOT 1 9 MAP 3 1 LOT 1 7 MAP 3 1 LOT 1 5 MAP 3 1 LOT 1 3 MAP 3 1 LOT 1 2 MAP 3 1 LOT 1 1 MAP 3 1 LO T 1 0 MAP 3 1 LO T 9 MAP 3 1 LOT 8 MAP 3 1 LOT 7 MAP 3 1 LO T 3 MAP 3 1 LOT 2 MAP 3 1 LO T 3 2 0 MAP 3 0 LO T 7 8 MAP 3 0 LOT 7 2 MAP 3 1 LO T 1 MAP 3 1 LO T 1 MAP 3 1 LOT 1 MAP 3 1 LO T 1 MAP 3 1 LO T 1 MAP 3 1 LOT 1 MAP 3 1 LOT 1 DN UP T T E T T G E Project: COPYRIGHT 2025 WESTON & SAMPSON 978.532.1900 www.westonandsampson.com 800.SAMPSON Weston & Sampson Engineers, Inc. 55 Walkers Brook Drive, Suite 100 Reading, MA 01867 SALEM STATE SOUTH CAMPUS REDEVELOPMENT AVALON SALEM 8 HARRISON ROAD SALEM, MA 01970 Client: Seal: Revisions: No. Date Description COA: Issued For: Drawing Title: Sheet Number: Scale: W&S File No.: W&S Project No.: Approved By: Date: Reviewed By: Drawn By: COPYRIGHT © 2025 BY WESTON & SAMPSON THIS DRAWING HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE CLIENT & PROJECT NAME LISTED ON THIS DRAWING ONLY. REPRODUCTION, RELEASE OF UTILIZATION OF THE DRAWING CONTENT BY OTHER CLIENTS / FIRMS AND ON OTHER PROJECTS IS PROHIBITED BY LAY. WESTON & SAMPSON RETAINS THE EXCLUSIVE USE OF THE INTELLECTUAL PROPERTY CONTAINED HEREIN. JANUARY 8, 2026 AS SHOWN DKE, WEB MJY JMJ ENG22-1227 AVALONBAY COMMUNITIES, INC. 600 ATLANTIC AVENUE, 20TH FLOOR BOSTON, MA 02210 PERMITTING (NOT FOR CONSTRUCTION) DRAFT 1 04-07-26 PERMITTING 2 04-20-26 PERMITTING C104 OVERALL SITE PLAN SHEET C106SHEET C105 SHEET C108SHEET C107 PROP. MULTI-FAMILY RESIDENTIAL BUILDING WITH PARKING GARAGE PROP. HARRINGTON BUILDING RENOVATIONS AND NEW HARRISON BUILDING TO BE CONSTRUCTED BY OTHERSPROP. IMPROVEMENTS TO BE CONSTRUCTED BY OTHERS PROP. EMERGENCY ACCESS ROAD PROP. BIT. CONC. PAVEMENT (TYP.) PROP. EMERGENCY ACCESS ROAD PROP. COURTYARD (SEE LANDSCAPE PLANS) PROP. COURTYARD (SEE LANDSCAPE PLANS) PROP. TEMPORARY AND PERMANENT TRENCH PAVING IN HARRISON ROAD HARRISO N R O A D L O R I N G A V E N U E PROP. ENTRANCE TO PARKING GARAGE 33.6' 16 . 5 ' PROP. SUBDIVISION LINE (TYP.) PROP. SUBZONE 4 PROP. SUBZONE 1 PROP. SUBZONE 2 LOT 31-0001 ZONING TABLE SUBZONE 1 DIMENSIONAL REGULATIONS REQUIRED EXISTING PROPOSED DWELLING UNITS PER ACRE 37 20.9 36.2 MAXIMUM HEIGHT OF BUILDINGS (FT) 70'50'±59.3' MAX. LOT COVERAGE BY ALL BUILDINGS (%)75%7.9%27% MIN. OPEN SPACE (%)25%61.2%60% MIN. WIDTH OF FRONT YARD (FT)15'8.8'16.5' MIN. WIDTH OF SIDE YARD (FT)15'24.2'33.6' MIN. DEPTH OF REAR YARD (FT)30'20.7'45.7' PARKING NOTES 1.STANDARD 90° PARKING STALLS SHALL BE 9' X 19' PARCEL 1 MAXIMUM PARKING REQUIRED: (MULTI-FAMILY) 340 DWELLING UNITS X 1.75 SPACES PER DWELLING UNIT 1.75 X 340 = 595 SPACES REQUIRED PARCEL 1 PARKING PROVIDED: 521 PARKING SPACES (508 GARAGE SPACES, 13 OUTDOOR SPACES IN SUBZONE 1) BICYCLE PARKING SUMMARY TOTAL REQUIRED: N/A TOTAL PROVIDED: 37 ·ONSITE (EXTERIOR): N/A ·BUILDING INTERIOR: 37 45. 7 ' PROP. SNOW STORAGE (TYP.) (NOTE: SNOW SHALL BE TRANSPORTED OFF-SITE ONCE CAPACITY HAS BEEN REACHED) 15' FRONT 15 ' F R O N T 15' SIDE 1 5 ' S I D E 15' SIDE 1 5 ' S I D E 15' SIDE 1 5 ' S I D E 15' SIDE 15' SIDE 15 ' S I D E 15 ' S I D E 1 5 ' S I D E 15' S I D E 15' SIDE 3 0 ' R E A R 3 0 ' R E A R 15' SIDE 30' R E A R PROP. TREELINE (TYP.) 4 N55°22'12"E 230.12' R=243.26' D =046°18'05" L=196.58' CHB=N32° 13' 09"E CHD=191.28' N55°22'12"E 30.67' N55°22'12"E 230.12' N55°22'12"E 30.67' R=243.26' D =046°18'05" L=196.58' CHB=N32° 13' 09"E CHD=191.28' MAP 3 1 LO T 1 MAP 3 1 LO T 1 T T E G Project: COPYRIGHT 2025 WESTON & SAMPSON 978.532.1900 www.westonandsampson.com 800.SAMPSON Weston & Sampson Engineers, Inc. 55 Walkers Brook Drive, Suite 100 Reading, MA 01867 SALEM STATE SOUTH CAMPUS REDEVELOPMENT AVALON SALEM 8 HARRISON ROAD SALEM, MA 01970 Client: Seal: Revisions: No. Date Description COA: Issued For: Drawing Title: Sheet Number: Scale: W&S File No.: W&S Project No.: Approved By: Date: Reviewed By: Drawn By: COPYRIGHT © 2025 BY WESTON & SAMPSON THIS DRAWING HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE CLIENT & PROJECT NAME LISTED ON THIS DRAWING ONLY. REPRODUCTION, RELEASE OF UTILIZATION OF THE DRAWING CONTENT BY OTHER CLIENTS / FIRMS AND ON OTHER PROJECTS IS PROHIBITED BY LAY. WESTON & SAMPSON RETAINS THE EXCLUSIVE USE OF THE INTELLECTUAL PROPERTY CONTAINED HEREIN. JANUARY 8, 2026 AS SHOWN DKE, WEB MJY JMJ ENG22-1227 AVALONBAY COMMUNITIES, INC. 600 ATLANTIC AVENUE, 20TH FLOOR BOSTON, MA 02210 PERMITTING (NOT FOR CONSTRUCTION) DRAFT 1 04-07-26 PERMITTING 2 04-20-26 PERMITTING C105 SITE PLAN (WEST) MA T C H L I N E S H E E T C 1 0 5 SH E E T C 1 0 6 MATCHLINE SHEET C105 SHEET C107 PROP. BIT. CONC. PAVEMENT (TYP.) PROP. PAVEMENT STRIPING (TYP.)PROP. COURTYARD (SEE LANDSCAPE PLANS) PROP. RET. WALL AND CONCRETE BROW DITCH (SEE SHEET C114) PROP. RET. WALL AND CONCRETE BROW DITCH (SEE SHEET C114) PROP. MULTI-FAMILY RESIDENTIAL BUILDING WITH PARKING GARAGE PROP. EMERGENCY ACCESS ROAD 2 0 . 0 ' ( T Y P . ) 20.0 ' (TY P . ) 20. 0 ' (TY P . ) 5.0 ' (TY P . ) PROP. BOLLARD (TYP.) PROP. EXTRUDED CONCRETE CURB (TYP.) PROP. TRANSFORMER (TYP.) PROP. SWITCHGEAR (TYP.) PROP. GENERATOR (IF REQUIRED) (TYP.) PROP. POROUS PAVEMENT (TYP.) PROP. SUBDIVISION LINE (TYP.) PROP. SUBZONE 4 PROP. SUBZONE 1 PROP. SNOW STORAGE 211±-SF PROP. TREELINE (TYP.) PROP. LIGHTING (TYP.) (SEE LANDSCAPE PLANS) PROP. SNOW STORAGE 268±-SF PROP. SNOW STORAGE 250±-SF PROP. "NO PARKING" SIGN PROP. "NO PARKING - LOADING AREA" SIGN 5 ' ( T Y P . ) 2 0 3 0 3 2 2 6 1 6 3 N53°15'21"E 16.08' S37°09'45"E 73.08' S41°38'43"E 75.44' N48°10'18"E 15.00' N41°38'43"W 74.81' N37°09'45"W 87.38' S 4 5 ° 1 4 ' 4 3 " E 1 0 8 . 4 6 ' S43°40'11"E 58.58' S48°11'50"W 51.00' S 4 1 ° 4 2 ' 5 1 " E 1 2 8 . 0 0 ' S48°45'44"W R=591.27' D =030°01'30" L=309.85' CHB=N68° 16' 06"E CHD=306.31' N53°15'21"E 16.08' S 3 7 ° 0 9 ' 4 5 " E 7 3 . 0 8 ' S 4 1 ° 3 8 ' 4 3 " E 7 5 . 4 4 ' N48°10'18"E 15.00' N 4 1 ° 3 8 ' 4 3 " W 7 4 . 8 1 ' N 3 7 ° 0 9 ' 4 5 " W 8 7 . 3 8 ' N53°07'06"E 63.77' S 3 9 ° 2 0 ' 4 1 " E 5 0 . 0 0 ' N50°39'19"E 50.00' S45°14'43"E 108.46' S 4 3 ° 4 0 ' 1 1 " E 5 8 . 5 8 ' S48°11'50"W 51.00' S 4 1 ° 4 2 ' 5 1 " E 1 2 8 . 0 0 ' MAP 3 1 LO T 1 3 MAP 3 1 LOT 1 2 MAP 3 1 LO T 1 1 MAP 3 1 LO T 1 0 MAP 3 1 LO T 9 MAP 3 1 LO T 8 MAP 3 1 LO T 1 MAP 3 1 LO T 1 MAP 3 1 LO T 1 T T E Project: COPYRIGHT 2025 WESTON & SAMPSON 978.532.1900 www.westonandsampson.com 800.SAMPSON Weston & Sampson Engineers, Inc. 55 Walkers Brook Drive, Suite 100 Reading, MA 01867 SALEM STATE SOUTH CAMPUS REDEVELOPMENT AVALON SALEM 8 HARRISON ROAD SALEM, MA 01970 Client: Seal: Revisions: No. Date Description COA: Issued For: Drawing Title: Sheet Number: Scale: W&S File No.: W&S Project No.: Approved By: Date: Reviewed By: Drawn By: COPYRIGHT © 2025 BY WESTON & SAMPSON THIS DRAWING HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE CLIENT & PROJECT NAME LISTED ON THIS DRAWING ONLY. REPRODUCTION, RELEASE OF UTILIZATION OF THE DRAWING CONTENT BY OTHER CLIENTS / FIRMS AND ON OTHER PROJECTS IS PROHIBITED BY LAY. WESTON & SAMPSON RETAINS THE EXCLUSIVE USE OF THE INTELLECTUAL PROPERTY CONTAINED HEREIN. JANUARY 8, 2026 AS SHOWN DKE, WEB MJY JMJ ENG22-1227 AVALONBAY COMMUNITIES, INC. 600 ATLANTIC AVENUE, 20TH FLOOR BOSTON, MA 02210 PERMITTING (NOT FOR CONSTRUCTION) DRAFT 1 04-07-26 PERMITTING 2 04-20-26 PERMITTING C106 SITE PLAN (NORTH) MATCHLINE SHEET C108 SHEET C106 MA T C H L I N E S H E E T C 1 0 5 SH E E T C 1 0 6 MATCHLINE SHEET C107 SHEET C106 PROP. BIT. CONC. PAVEMENT (TYP.) PROP. PAVEMENT STRIPING (TYP.) PROP. REINFORCED GRASS STRIP FOR EMERGENCY VEHICLE ACCESS (SEE LANDSCAPE PLANS) PROP. RET. WALL AND CONCRETE BROW DITCH (SEE SHEET C115) PROP. MULTI-FAMILY RESIDENTIAL BUILDING WITH PARKING GARAGE PROP. EMERGENCY ACCESS ROAD PROP. RET. WALL AND CONCRETE BROW DITCH (SEE SHEET C115) 5.0' (TYP.) 20.0' (TYP.) PROP. BOLLARD (TYP.) PROP. EXTRUDED CONCRETE CURB (TYP.) 16 . 0 ' PROP. TRANSFORMER (TYP.) PROP. SWITCHGEAR (TYP.) PROP. TREELINE (TYP.) PROP. SNOW STORAGE 245±-SF PROP. LIGHTING (TYP.) (SEE LANDSCAPE PLANS) PROP. CEMENT CONC. SIDEWALK (TYP.) (SEE LANDSCAPE PLANS) PROP. CEMENT CONC. PAVEMENT (TYP.) PROP. SNOW STORAGE 259±-SF PROP. SNOW STORAGE 571±-SF PROP. SNOW STORAGE 153±-SF PROP. SNOW STORAGE 181±-SF 5. 0 ' ( T Y P . ) 20.0' (TYP.) PROP. "NO PARKING - LOADING AREA" SIGN PROP. "NO PARKING" SIGN 5 ' ( T Y P . ) 3 0 3 2 3 1 3 1 3 1 3 2 8 1 8 1 8 1 4 4 3 2 6 S32°37'11"E 40.00' S 3 2 ° 3 7 ' 1 1 " E 4 0 . 0 0 ' N57°22'49"E 111.93' MAP 3 1 LO T 1 MAP 3 1 LO T 1 MAP 3 1 LO T 1 Project: COPYRIGHT 2025 WESTON & SAMPSON 978.532.1900 www.westonandsampson.com 800.SAMPSON Weston & Sampson Engineers, Inc. 55 Walkers Brook Drive, Suite 100 Reading, MA 01867 SALEM STATE SOUTH CAMPUS REDEVELOPMENT AVALON SALEM 8 HARRISON ROAD SALEM, MA 01970 Client: Seal: Revisions: No. Date Description COA: Issued For: Drawing Title: Sheet Number: Scale: W&S File No.: W&S Project No.: Approved By: Date: Reviewed By: Drawn By: COPYRIGHT © 2025 BY WESTON & SAMPSON THIS DRAWING HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE CLIENT & PROJECT NAME LISTED ON THIS DRAWING ONLY. REPRODUCTION, RELEASE OF UTILIZATION OF THE DRAWING CONTENT BY OTHER CLIENTS / FIRMS AND ON OTHER PROJECTS IS PROHIBITED BY LAY. WESTON & SAMPSON RETAINS THE EXCLUSIVE USE OF THE INTELLECTUAL PROPERTY CONTAINED HEREIN. JANUARY 8, 2026 AS SHOWN DKE, WEB MJY JMJ ENG22-1227 AVALONBAY COMMUNITIES, INC. 600 ATLANTIC AVENUE, 20TH FLOOR BOSTON, MA 02210 PERMITTING (NOT FOR CONSTRUCTION) DRAFT 1 04-07-26 PERMITTING 2 04-20-26 PERMITTING C107 SITE PLAN (SOUTH) MA T C H L I N E S H E E T C 1 0 7 MATCHLINE SHEET C105 SHEET C107 MATCHLINE SHEET C106 SHEET C107 SH E E T C 1 0 8 PROP. BIT. CONC. PAVEMENT (TYP.) PROP. PAVEMENT STRIPING (TYP.) PROP. CEMENT CONC. SIDEWALK (TYP.) (SEE LANDSCAPE PLANS) PROP. MULTI-FAMILY RESIDENTIAL BUILDING WITH PARKING GARAGE PROP. EMERGENCY ACCESS ROAD PROP. STANDARD 9'x19' PARKING STALL (TYP.)PROP. ADA PARKING SPACE & SIGN PROP. HARRINGTON BUILDING RENOVATIONS TO BE CONSTRUCTED BY OTHERS PROP. IMPROVEMENTS TO BE CONSTRUCTED BY OTHERS PROP. COURTYARD (SEE LANDSCAPE PLANS) PROP. CIP CONC. CROSSWALKS (SEE LANDSCAPE PLANS) PROP. ENTRANCE TO PARKING GARAGE 5.0 ' (TY P . ) 20. 0 ' (TY P . ) 19 . 0 ' (T Y P . ) 9.0' (TYP.) 8.0' 8.0' PROP. EXTRUDED CONCRETE CURB (TYP.) 24 . 0 ' 24. 0 ' 24.0' PROP. 9'x22' PARALLEL PARKING STALL (TYP.) 9. 0 ' 22.0' (TYP.) PROP. ADA RAMP (TYP.) (SEE LANDSCAPE PLANS) PROP. IMPROVEMENTS TO BE CONSTRUCTED BY OTHERS PROP. ADA PARKING SPACE AND SIGN, "DESIGNATED FOR TRAILHEAD USE" SIGN (2) PROP. STANDARD PARKING SPACES WITH "DESIGNATED FOR TRAILHEAD USE" SIGN 17.0' (TYP.) 9. 0 ' ( T Y P . ) 5. 0 ' 8. 0 ' PROP. SUBDIVISION LINE (TYP.) PROP. SUBZONE 4 PROP. SUBZONE 1 PROP. SUBZONE 2 3.0' (TYP.) PROP. TREELINE (TYP.) PROP. LIGHTING (TYP.) (SEE LANDSCAPE PLANS) PROP. COMMON AREA (SEE LANDSCAPE PLANS) PROP. CONNECTION TO EX. TRAILHEAD (SEE LANDSCAPE PLANS) PROP. PEASTONE DIAPHRAGM PROP. "CAUTION PEDESTRIAN CROSSING" SIGN PROP. "EMERGENCY AND AUTHORIZED VEHICLES ONLY" SIGN PROP. STOP BAR AND SIGN 11 2 PROP. RAISED CIP CONC. CROSSWALK (SEE LANDSCAPE PLANS) PROP. CIP CONC. CROSSWALK (TYP.) (SEE LANDSCAPE PLANS) PROP. CIP CONC. CROSSWALK (SEE LANDSCAPE PLANS) PROP. "CAUTION PEDESTRIAN SPEED BUMP" AND PEDESTRIAN CROSSING SIGNS PROP. BIT. CONC. SPEED BUMP (SEE DETAIL) PROP. TABLED INTERSECTION PROP. PAVEMENT STRIPING (TYP.) 1 4 4 3 1 5 S48°45'44"W 125.00' S41°31'31"E 143.83' S57°22'49"W 86.53' N57°22'49"E 111.93' S 4 3 ° 3 1 ' 4 9 " E 1 0 1 . 0 0 ' S 4 1 ° 4 2 ' 5 1 " E 1 2 8 . 0 0 ' S48°45'44"W 125.00' S41°31'31"E 143.83' S57°22'49"W 86.53' S 3 2 ° 3 7 ' 1 1 " E 4 0 . 0 0 ' N57°22'49"E 111.93' R=569.48' D =012°32'39" L=124.68' CHB=N51° 06' 30"E CHD=124.43' S 4 3 ° 3 1 ' 4 9 " E 1 0 1 . 0 0 ' MAP 3 1 LO T 8 MAP 3 1 LO T 7 MAP 3 1 LO T 3 MAP 3 1 LOT 2 MAP 3 1 LOT 3 2 0 MAP 3 1 LO T 1 DN UP Project: COPYRIGHT 2025 WESTON & SAMPSON 978.532.1900 www.westonandsampson.com 800.SAMPSON Weston & Sampson Engineers, Inc. 55 Walkers Brook Drive, Suite 100 Reading, MA 01867 SALEM STATE SOUTH CAMPUS REDEVELOPMENT AVALON SALEM 8 HARRISON ROAD SALEM, MA 01970 Client: Seal: Revisions: No. Date Description COA: Issued For: Drawing Title: Sheet Number: Scale: W&S File No.: W&S Project No.: Approved By: Date: Reviewed By: Drawn By: COPYRIGHT © 2025 BY WESTON & SAMPSON THIS DRAWING HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE CLIENT & PROJECT NAME LISTED ON THIS DRAWING ONLY. REPRODUCTION, RELEASE OF UTILIZATION OF THE DRAWING CONTENT BY OTHER CLIENTS / FIRMS AND ON OTHER PROJECTS IS PROHIBITED BY LAY. WESTON & SAMPSON RETAINS THE EXCLUSIVE USE OF THE INTELLECTUAL PROPERTY CONTAINED HEREIN. JANUARY 8, 2026 AS SHOWN DKE, WEB MJY JMJ ENG22-1227 AVALONBAY COMMUNITIES, INC. 600 ATLANTIC AVENUE, 20TH FLOOR BOSTON, MA 02210 PERMITTING (NOT FOR CONSTRUCTION) DRAFT 1 04-07-26 PERMITTING 2 04-20-26 PERMITTING C108 SITE PLAN (EAST) MA T C H L I N E S H E E T C 1 0 7 MATCHLINE SHEET C106 SHEET C108 SH E E T C 1 0 8 HARRISO N R O A D L O R I N G A V E N U E PROP. BIT. CONC. PAVEMENT (TYP.) PROP. CEMENT CONC. SIDEWALK (TYP.) (SEE LANDSCAPE PLANS) PROP. MULTI-FAMILY RESIDENTIAL BUILDING WITH PARKING GARAGE PROP. HARRINGTON BUILDING RENOVATIONS AND NEW HARRISON BUILDING TO BE CONSTRUCTED BY OTHERS PROP. RET. WALL (SEE SHEET C117) 5.0' (TYP.) 20.0' (TYP.) 24 . 0 ' 9. 0 ' 22.0' (TYP.) PROP. 9'x22' PARALLEL PARKING STALL (TYP.) PROP. EXTRUDED CONCRETE CURB (TYP.) PROP. HARRISON ROAD RECONSTRUCTION TO BE CONSTRUCTED BY OTHERS PROP. SUBDIVISION LINE (TYP.) PROP. SUBZONE 2 PROP. SUBZONE 1 PROP. LIGHTING (TYP.) (SEE LANDSCAPE PLANS) PROP. PAVEMENT STRIPING (TYP.) PROP. TREELINE (TYP.) PROP. CIP CONC. CROSSWALK (SEE LANDSCAPE PLANS) PROP. EDGE OF NEW PAVEMENT; MAINTAIN EX. DRIVEWAY ACCESS PROP. "EMERGENCY AND AUTHORIZED VEHICLES ONLY" AND "CAUTION PEDESTRIAN CROSSING" SIGNS PROP. STOP BAR AND SIGN PROP. "NO PARKING - LOADING AREA" SIGN 4 N55°22'12"E 230.12' R=243.26' D =046°18'05" L=196.58' CHB=N32° 13' 09"E CHD=191.28' N55°22'12"E 30.67' 30.67'=046°18'05" L=196.58' CHB=N32° 13' 09"E CHD=191.28' MAP 3 1 LO T 1 MAP 3 1 LO T 1 S D COCO T T E G S E CO D D C O C O CO Project: COPYRIGHT 2025 WESTON & SAMPSON 978.532.1900 www.westonandsampson.com 800.SAMPSON Weston & Sampson Engineers, Inc. 55 Walkers Brook Drive, Suite 100 Reading, MA 01867 SALEM STATE SOUTH CAMPUS REDEVELOPMENT AVALON SALEM 8 HARRISON ROAD SALEM, MA 01970 Client: Seal: Revisions: No. Date Description COA: Issued For: Drawing Title: Sheet Number: Scale: W&S File No.: W&S Project No.: Approved By: Date: Reviewed By: Drawn By: COPYRIGHT © 2025 BY WESTON & SAMPSON THIS DRAWING HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE CLIENT & PROJECT NAME LISTED ON THIS DRAWING ONLY. REPRODUCTION, RELEASE OF UTILIZATION OF THE DRAWING CONTENT BY OTHER CLIENTS / FIRMS AND ON OTHER PROJECTS IS PROHIBITED BY LAY. WESTON & SAMPSON RETAINS THE EXCLUSIVE USE OF THE INTELLECTUAL PROPERTY CONTAINED HEREIN. JANUARY 8, 2026 AS SHOWN DKE, WEB MJY JMJ ENG22-1227 AVALONBAY COMMUNITIES, INC. 600 ATLANTIC AVENUE, 20TH FLOOR BOSTON, MA 02210 PERMITTING (NOT FOR CONSTRUCTION) DRAFT 1 04-07-26 PERMITTING 2 04-20-26 PERMITTING C109 UTILITY PLAN (WEST) MA T C H L I N E S H E E T C 1 0 9 SH E E T C 1 1 0 PROP. HYDRANT (TYP.) PROP. SEWER MANHOLE (TYP.) PROP. 6" CLDI WATER SERVICE FOR HYDRANT PROP. TRANSFORMERS PROP. SWITCHGEAR PROP. (2) SECONDARY ELECTRIC CONDUITS AND (1) CONDUIT FROM GENERATOR IN THE SAME TRENCH PROP. SECONDARY ELECTRIC CONDUIT PROP. DRAINAGE (SEE SHEET C114) MATCHLINE SHEET C109 SHEET C111 PROP. GENERATOR PROP. PRIMARY ELECTRIC DUCT BANK (2) 4" CONDUITS PROP. 8" PVC SEWER SERVICE I=11.98 (OUT) PROP. PRIMARY ELECTRIC CONDUIT FROM SWITCHGEAR PROP. SANITARY SEWER (TYP.) 24-LF, 8" PVC S=0.080 FT/FT SMH-1 RIM=16.73 I=10.06 (IN) (BLD CONN.) I=9.96 (OUT) (SMH-5) 281-LF, 8" PVC S=0.006 FT/FT PROP. HEAVY DUTY TRAFFIC RATED ELECTRIC HANDHOLE (TYP.) PROP. PRIMARY ELECTRIC DUCT BANK (2) 4" CONDUITS PROP. SUBDIVISION LINE (TYP.) PROP. SUBZONE 4 PROP. SUBZONE 1 PROP. CLEANOUT (TYP.) NOTES: 1.ALL WATER SERVICES 4" AND LARGER SHALL BE CLDI CLASS 52. 2.ALL SEWER PIPES SHALL BE PVC SDR 35. 3.WHERE AN 18-INCH VERTICAL SEPARATION BETWEEN TOP OF SEWER AND BOTTOM OF WATER MAIN IS NOT OBTAINED, BOTH THE WATER MAIN AND SEWER MAIN SHALL BE CONSTRUCTED OF MECHANICAL-JOINT CLDI PIPE PER CITY OF SALEM ENGINEERING RULES & REGULATIONS. 4.ALL STRUCTURES TO BE INSTALLED IN THE PUBLIC RIGHT OF WAY (INCLUDING SIDEWALKS) SHALL BE H-20 RATED. 2 0 3 0 3 2 2 6 1 6 3 N53°15'21"E 16.08' S37°09'45"E 73.08' S41°38'43"E 75.44' N48°10'18"E 15.00' N41°38'43"W 74.81' N37°09'45"W 87.38' S 4 5 ° 1 4 ' 4 3 " E 1 0 8 . 4 6 ' S43°40'11"E 58.58' S48°11'50"W 51.00' S 4 1 ° 4 2 ' 5 1 " E 1 2 8 . 0 0 ' S48°45'44"W R=591.27' D =030°01'30" L=309.85' CHB=N68° 16' 06"E CHD=306.31' N53°15'21"E 16.08' S 3 7 ° 0 9 ' 4 5 " E 7 3 . 0 8 ' S 4 1 ° 3 8 ' 4 3 " E 7 5 . 4 4 ' N48°10'18"E 15.00' N 4 1 ° 3 8 ' 4 3 " W 7 4 . 8 1 ' N 3 7 ° 0 9 ' 4 5 " W 8 7 . 3 8 ' N53°07'06"E 63.77' S 3 9 ° 2 0 ' 4 1 " E 5 0 . 0 0 ' N50°39'19"E 50.00' S45°14'43"E 108.46' S 4 3 ° 4 0 ' 1 1 " E 5 8 . 5 8 ' S48°11'50"W 51.00' S 4 1 ° 4 2 ' 5 1 " E 1 2 8 . 0 0 ' MAP 3 1 LO T 1 3 MAP 3 1 LOT 1 2 MAP 3 1 LO T 1 1 MAP 3 1 LO T 1 0 MAP 3 1 LO T 9 MAP 3 1 LO T 8 MAP 3 1 LO T 1 MAP 3 1 LO T 1 MAP 3 1 LO T 1 S D D CO CO CO CO D CO T T E D D Project: COPYRIGHT 2025 WESTON & SAMPSON 978.532.1900 www.westonandsampson.com 800.SAMPSON Weston & Sampson Engineers, Inc. 55 Walkers Brook Drive, Suite 100 Reading, MA 01867 SALEM STATE SOUTH CAMPUS REDEVELOPMENT AVALON SALEM 8 HARRISON ROAD SALEM, MA 01970 Client: Seal: Revisions: No. Date Description COA: Issued For: Drawing Title: Sheet Number: Scale: W&S File No.: W&S Project No.: Approved By: Date: Reviewed By: Drawn By: COPYRIGHT © 2025 BY WESTON & SAMPSON THIS DRAWING HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE CLIENT & PROJECT NAME LISTED ON THIS DRAWING ONLY. REPRODUCTION, RELEASE OF UTILIZATION OF THE DRAWING CONTENT BY OTHER CLIENTS / FIRMS AND ON OTHER PROJECTS IS PROHIBITED BY LAY. WESTON & SAMPSON RETAINS THE EXCLUSIVE USE OF THE INTELLECTUAL PROPERTY CONTAINED HEREIN. JANUARY 8, 2026 AS SHOWN DKE, WEB MJY JMJ ENG22-1227 AVALONBAY COMMUNITIES, INC. 600 ATLANTIC AVENUE, 20TH FLOOR BOSTON, MA 02210 PERMITTING (NOT FOR CONSTRUCTION) DRAFT 1 04-07-26 PERMITTING 2 04-20-26 PERMITTING C110 UTILITY PLAN (NORTH) MATCHLINE SHEET C112 SHEET C110 MA T C H L I N E S H E E T C 1 0 9 SH E E T C 1 1 0 PROP. TRANSFORMERS PROP. SWITCHGEAR MATCHLINE SHEET C111 SHEET C110 PROP. HYDRANT (TYP.) PROP. 6" CLDI WATER SERVICE FOR HYDRANT PROP. SECONDARY ELECTRIC CONDUIT PROP. DRAINAGE (SEE SHEET C115) PROP. PRIMARY ELECTRIC DUCT BANK (2) 4" CONDUITS PROP. PRIMARY ELECTRIC CONDUIT FROM SWITCHGEAR NOTES: 1.ALL WATER SERVICES 4" AND LARGER SHALL BE CLDI CLASS 52. 2.ALL SEWER PIPES SHALL BE PVC SDR 35. 3.WHERE AN 18-INCH VERTICAL SEPARATION BETWEEN TOP OF SEWER AND BOTTOM OF WATER MAIN IS NOT OBTAINED, BOTH THE WATER MAIN AND SEWER MAIN SHALL BE CONSTRUCTED OF MECHANICAL-JOINT CLDI PIPE PER CITY OF SALEM ENGINEERING RULES & REGULATIONS. 4.ALL STRUCTURES TO BE INSTALLED IN THE PUBLIC RIGHT OF WAY (INCLUDING SIDEWALKS) SHALL BE H-20 RATED. 3 2 3 1 3 1 3 1 3 2 8 1 8 1 8 1 4 4 2 6 8 7 1 3 1 2 S32°37'11"E 40.00' S 3 2 ° 3 7 ' 1 1 " E 4 0 . 0 0 ' N57°22'49"E 111.93' MAP 3 0 LO T 7 9 MAP 3 1 LO T 1 MAP 3 1 LO T 1 MAP 3 1 LO T 1 S S S D D D S D D D D D S D E E E CO D D D CO D D D Project: COPYRIGHT 2025 WESTON & SAMPSON 978.532.1900 www.westonandsampson.com 800.SAMPSON Weston & Sampson Engineers, Inc. 55 Walkers Brook Drive, Suite 100 Reading, MA 01867 SALEM STATE SOUTH CAMPUS REDEVELOPMENT AVALON SALEM 8 HARRISON ROAD SALEM, MA 01970 Client: Seal: Revisions: No. Date Description COA: Issued For: Drawing Title: Sheet Number: Scale: W&S File No.: W&S Project No.: Approved By: Date: Reviewed By: Drawn By: COPYRIGHT © 2025 BY WESTON & SAMPSON THIS DRAWING HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE CLIENT & PROJECT NAME LISTED ON THIS DRAWING ONLY. REPRODUCTION, RELEASE OF UTILIZATION OF THE DRAWING CONTENT BY OTHER CLIENTS / FIRMS AND ON OTHER PROJECTS IS PROHIBITED BY LAY. WESTON & SAMPSON RETAINS THE EXCLUSIVE USE OF THE INTELLECTUAL PROPERTY CONTAINED HEREIN. JANUARY 8, 2026 AS SHOWN DKE, WEB MJY JMJ ENG22-1227 AVALONBAY COMMUNITIES, INC. 600 ATLANTIC AVENUE, 20TH FLOOR BOSTON, MA 02210 PERMITTING (NOT FOR CONSTRUCTION) DRAFT 1 04-07-26 PERMITTING 2 04-20-26 PERMITTING C111 UTILITY PLAN (SOUTH) MA T C H L I N E S H E E T C 1 1 1 MATCHLINE SHEET C109 SHEET C111 MATCHLINE SHEET C110 SHEET C111 SH E E T C 1 1 2 PROP. PRIMARY ELECTRIC DUCT BANK (4) 4" CONDUITS PROP. 6" CLDI WATER SERVICE FOR HYDRANT PROP. DRAINAGE (SEE SHEET C116) PROP. POWER TO COMMON/PARK PROP. 8" CLDI WATER MAIN PROP. HYDRANT (TYP.) PROP. 6" CLDI WATER SERVICE FOR HYDRANT PROP. 8" CLDI FIRE PROTECTION SERVICE PROP. 6" CLDI DOMESTIC WATER SERVICE PROP. (2) 8"x8"x6" TEES (2) 6" GATE VALVE (1) 8" GATE VALVE PROP. 8"x8"x8" TEE (2) 8" GATE VALVES PROP. 8"x8"x6" TEE 6" GATE VALVE PROP. 8" CLDI WATER MAIN TO CONNECT TO EX. 8" CLDI WATER MAIN PROP. GAS MAIN PROP. TEE, GAS VALVE, AND GAS MAIN CAP PROP. GAS SERVICE PROP. 8" PVC SEWER SERVICE I=11.25 (OUT)PROP. SANITARY SEWER (TYP.) PROP. SEWER MANHOLE (TYP.) PROP. 8" PVC SEWER SERVICE I=9.41 (OUT) PROP. 8" PVC SEWER SERVICE I=11.00 (OUT) PROP. CONNECTION TO EX. SMH SHEET C113 PROP. SMH REHABILITATION PROP. SMH REHABILITATION PROP. SMH REHABILITATION EX-SMH-1 RIM=12.77 I=8.00 (IN) (SMH-5) EX. I=7.9 (OUT) 281-LF, 8" PVC S=0.006 FT/FT SMH-5 RIM=13.80 I=8.22 (IN) (SMH-1) I=8.22 (IN) (CO) I=8.22 (IN) (SMH-4) I=8.12 (OUT) (EX-SMH-1) 81-LF, 8" PVC S=0.010 FT/FT 25-LF, 8" PVC S=0.005 FT/FT 7-LF, 8" PVC S=0.054 FT/FT PROP. CLEANOUT I=9.03 58-LF, 8" PVC S=0.005 FT/FT 119-LF, 8" PVC S=0.010 FT/FT 45-LF, 8" PVC S=0.030 FT/FT 68-LF, 8" PVC S=0.006 FT/FT 2-LF, 8" PVC S=0.039 FT/FT SMH-4 RIM=13.98 I=8.61 (IN) (SMH-3) I=8.51 (OUT) (SMH-5) SMH-3 RIM=16.36 I=9.90 (IN) (SMH-2) I=9.90 (IN) (BLD CONN.) I=9.80 (OUT) (SMH-4) SMH-2 RIM=17.39 I=10.41 (IN) (CO) I=10.31 (OUT) (SMH-3) PROP. LIGHTING CONDUIT PROP. HEAVY DUTY TRAFFIC RATED ELECTRIC HANDHOLE (TYP.) PROP. PRIMARY ELECTRIC DUCT BANK (2) 4" CONDUITS PROP. PRIMARY ELECTRIC DUCT BANK (4) 4" CONDUITS PROP. PRIMARY ELECTRIC DUCT BANK (2) 4" CONDUITS EACH PROP. (3) UTILITY RISER POLES PROP. OVERHEAD ELECTRIC (TYP.) PROP. UTILITY POLE PROP. UTILITY POLE MATCHLINE SHEET C111 PROP. WATER SERVICES TO BE CONSTRUCTED BY OTHERS PROP. SUBDIVISION LINE (TYP.)PROP. SUBZONE 4 PROP. SUBZONE 1 PROP. SUBZONE 2 PROP. CLEANOUT I=10.92 13-LF, 8" PVC S=0.039 FT/FT NOTES: 1.ALL WATER SERVICES 4" AND LARGER SHALL BE CLDI CLASS 52. 2.ALL SEWER PIPES SHALL BE PVC SDR 35. 3.WHERE AN 18-INCH VERTICAL SEPARATION BETWEEN TOP OF SEWER AND BOTTOM OF WATER MAIN IS NOT OBTAINED, BOTH THE WATER MAIN AND SEWER MAIN SHALL BE CONSTRUCTED OF MECHANICAL-JOINT CLDI PIPE PER CITY OF SALEM ENGINEERING RULES & REGULATIONS. 4.ALL STRUCTURES TO BE INSTALLED IN THE PUBLIC RIGHT OF WAY (INCLUDING SIDEWALKS) SHALL BE H-20 RATED. 5.ALL SEWER MANHOLE REHABILITATION SHOWN TO BE COMPLETED BY AVALON DURING PHASE ONE (UNLESS OTHERWISE NOTED) AND INCLUDES ROOT TREATMENT AND INTERNAL SEALING. 6.ALL SEWER PIPE REHABILITATION SHOWN TO BE COMPLETED BY AVALON DURING PHASE ONE (UNLESS OTHERWISE NOTED) AND INCLUDES EXCAVATION, SPOT REPAIR, AND FOLLOWED BY CURED-IN-PLACE LINING. SEE SHEET C102 FOR PROPOSED WATER ABANDONMENT/DEMOLITION MEASURES PROP. 8"x8"x6" TEE 8" GATE VALVE (2) PROP. 6" CLDI WATER SERVICE TO CONNECT TO EXISTING HYDRANT SERVICE SEE SHEET C102 FOR PROPOSED WATER ABANDONMENT/DEMOLITION MEASURES 1 4 4 3 1 5 S48°45'44"W 125.00' S41°31'31"E 143.83' S57°22'49"W 86.53' N57°22'49"E 111.93' S 4 3 ° 3 1 ' 4 9 " E 1 0 1 . 0 0 ' S 4 1 ° 4 2 ' 5 1 " E 1 2 8 . 0 0 ' S48°45'44"W 125.00' S41°31'31"E 143.83' S57°22'49"W 86.53' S 3 2 ° 3 7 ' 1 1 " E 4 0 . 0 0 ' N57°22'49"E 111.93' R=569.48' D =012°32'39" L=124.68' CHB=N51° 06' 30"E CHD=124.43' S 4 3 ° 3 1 ' 4 9 " E 1 0 1 . 0 0 ' MAP 3 1 LO T 8 MAP 3 1 LO T 7 MAP 3 1 LO T 3 MAP 3 1 LOT 2 MAP 3 1 LOT 3 2 0 MAP 3 1 LO T 1 D D DD S E D DN UP D S E G S Project: COPYRIGHT 2025 WESTON & SAMPSON 978.532.1900 www.westonandsampson.com 800.SAMPSON Weston & Sampson Engineers, Inc. 55 Walkers Brook Drive, Suite 100 Reading, MA 01867 SALEM STATE SOUTH CAMPUS REDEVELOPMENT AVALON SALEM 8 HARRISON ROAD SALEM, MA 01970 Client: Seal: Revisions: No. Date Description COA: Issued For: Drawing Title: Sheet Number: Scale: W&S File No.: W&S Project No.: Approved By: Date: Reviewed By: Drawn By: COPYRIGHT © 2025 BY WESTON & SAMPSON THIS DRAWING HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE CLIENT & PROJECT NAME LISTED ON THIS DRAWING ONLY. REPRODUCTION, RELEASE OF UTILIZATION OF THE DRAWING CONTENT BY OTHER CLIENTS / FIRMS AND ON OTHER PROJECTS IS PROHIBITED BY LAY. WESTON & SAMPSON RETAINS THE EXCLUSIVE USE OF THE INTELLECTUAL PROPERTY CONTAINED HEREIN. JANUARY 8, 2026 AS SHOWN DKE, WEB MJY JMJ ENG22-1227 AVALONBAY COMMUNITIES, INC. 600 ATLANTIC AVENUE, 20TH FLOOR BOSTON, MA 02210 PERMITTING (NOT FOR CONSTRUCTION) DRAFT 1 04-07-26 PERMITTING 2 04-20-26 PERMITTING C112 UTILITY PLAN (EAST) MA T C H L I N E S H E E T C 1 1 1 CONNECT ABUTTER WATER SERVICES AND HYDRANT LATERALS IN HARRISON ROAD TO PROP. WATER MAIN. SERVICES SHALL BE MIN. 1" COPPER TYPE K (TYP.) PROP. ELECTRIC MANHOLE PROP. GAS MAIN EX. HYDRANT TO BE REMOVED AND REPLACED PROP. DOMESTIC WATER AND FIRE PROTECTION SERVICES TO BE CONSTRUCTED BY OTHERS PROP. SEWER MANHOLE AND SERVICE TO BE CONSTRUCTED BY OTHERS MATCHLINE SHEET C110 SHEET C112 SH E E T C 1 1 2 HARRISO N R O A D L O R I N G A V E N U E PROP. ELECTRIC CONDUIT (TYP.) PROP. 6" CLDI WATER SERVICE FOR HYDRANT PROP. DRAINAGE (SEE SHEET C117) PROP. PRIMARY ELECTRIC DUCT BANK (2) 4" CONDUITS PROP. 8" CLDI WATER MAIN PROP. 8"x8"x6" TEE 6" GATE VALVE PROP. HARRISON ROAD SEWER REHABILITATION TO BE PERFORMED BY OTHERS AND NOT BY AVALON/DURING PHASE 1 PROP. PRIMARY ELECTRIC DUCT BANK (4) 4" CONDUITS PRIMARY ELECTRIC DUCT BANK CONTINUATION TO BE CONSTRUCTED BY OTHERS PROP. GAS SERVICE AND VALVE TO BE CONSTRUCTED BY OTHERS PROP. SUBDIVISION LINE (TYP.) PROP. SUBZONE 2 PROP. SUBZONE 1 NOTES: 1.ALL WATER SERVICES 4" AND LARGER SHALL BE CLDI CLASS 52. 2.ALL SEWER PIPES SHALL BE PVC SDR 35. 3.WHERE AN 18-INCH VERTICAL SEPARATION BETWEEN TOP OF SEWER AND BOTTOM OF WATER MAIN IS NOT OBTAINED, BOTH THE WATER MAIN AND SEWER MAIN SHALL BE CONSTRUCTED OF MECHANICAL-JOINT CLDI PIPE PER CITY OF SALEM ENGINEERING RULES & REGULATIONS. 4.ALL ELECTRICAL STRUCTURES TO BE INSTALLED IN THE PUBLIC RIGHT OF WAY (INCLUDING SIDEWALKS) SHALL BE H-20 RATED. TEMPORARY 6" CLDI CONNECTION TO EXISTING HYDRANT SERVICE PROP. SMH AND CONFIRMATION OF EX. SEWER SERVICE LOCATION TO BE PERFORMED BY OTHERS AND NOT BY AVALON/DURING PHASE 1 CONNECT TO EX. 16" WATER MAIN PROP. 16"X16"X8" TEE (2) 16" GATE VALVES (1) 8" GATE VALVE REPLACE VALVES WITH PROP. 8" CLDI CLASS 52 (USING REPAIR CLAMP AND MECHANICAL RESTRAINT IF NEEDED) 3 1 4 S41°47'42"W 103.59' MAP 3 1 LO T 1 EV EV EV EV EV EV EV w S S T G Project: COPYRIGHT 2025 WESTON & SAMPSON 978.532.1900 www.westonandsampson.com 800.SAMPSON Weston & Sampson Engineers, Inc. 55 Walkers Brook Drive, Suite 100 Reading, MA 01867 SALEM STATE SOUTH CAMPUS REDEVELOPMENT AVALON SALEM 8 HARRISON ROAD SALEM, MA 01970 Client: Seal: Revisions: No. Date Description COA: Issued For: Drawing Title: Sheet Number: Scale: W&S File No.: W&S Project No.: Approved By: Date: Reviewed By: Drawn By: COPYRIGHT © 2025 BY WESTON & SAMPSON THIS DRAWING HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE CLIENT & PROJECT NAME LISTED ON THIS DRAWING ONLY. REPRODUCTION, RELEASE OF UTILIZATION OF THE DRAWING CONTENT BY OTHER CLIENTS / FIRMS AND ON OTHER PROJECTS IS PROHIBITED BY LAY. WESTON & SAMPSON RETAINS THE EXCLUSIVE USE OF THE INTELLECTUAL PROPERTY CONTAINED HEREIN. JANUARY 8, 2026 AS SHOWN DKE, WEB MJY JMJ ENG22-1227 AVALONBAY COMMUNITIES, INC. 600 ATLANTIC AVENUE, 20TH FLOOR BOSTON, MA 02210 PERMITTING (NOT FOR CONSTRUCTION) DRAFT 1 04-07-26 PERMITTING 2 04-20-26 PERMITTING C113 UTILITY PLAN (SOUTH) ADDITIONAL SCOPE SHEET C113 PROP. SMH REHABILITATION PROP. SEWER PIPE REHABILITATION PROP. CONNECTION TO EX. UTILITY POLE TO REMAIN PROP. UTILITY POLE MATCHLINE SHEET C111 PROP. OVERHEAD ELECTRIC (TYP.) PROP. ELECTRICAL WORK TO BE CONSTRUCTED BY OTHERS PROP. SEWER MANHOLE AND SERVICE TO BE CONSTRUCTED BY OTHERS PROP. SUBDIVISION LINE (TYP.) PROP. SUBZONE 4 PROP. SUBZONE 2 NOTES: 1.ALL WATER SERVICES 4" AND LARGER SHALL BE CLDI CLASS 52. 2.ALL SEWER PIPES SHALL BE PVC SDR 35. 3.WHERE AN 18-INCH VERTICAL SEPARATION BETWEEN TOP OF SEWER AND BOTTOM OF WATER MAIN IS NOT OBTAINED, BOTH THE WATER MAIN AND SEWER MAIN SHALL BE CONSTRUCTED OF MECHANICAL-JOINT CLDI PIPE PER CITY OF SALEM ENGINEERING RULES & REGULATIONS. 4.ALL STRUCTURES TO BE INSTALLED IN THE PUBLIC RIGHT OF WAY (INCLUDING SIDEWALKS) SHALL BE H-20 RATED. 5.ALL SEWER MANHOLE REHABILITATION SHOWN TO BE COMPLETED BY AVALON DURING PHASE ONE (UNLESS OTHERWISE NOTED) AND INCLUDES ROOT TREATMENT AND INTERNAL SEALING. 6.ALL SEWER PIPE REHABILITATION SHOWN TO BE COMPLETED BY AVALON DURING PHASE ONE (UNLESS OTHERWISE NOTED) AND INCLUDES EXCAVATION, SPOT REPAIR, AND FOLLOWED BY CURED-IN-PLACE LINING. WATER METER PIT AND ASSOCIATED VALVES TO BE REMOVED AND REPLACED WITH 8" CLDI CLASS 52 WATER MAIN SEGMENT (USING REPAIR CLAMP AND MECHANICAL RESTRAINT IF NEEDED) 4 N55°22'12"E 230.12' R=243.26' D =046°18'05" L=196.58' CHB=N32° 13' 09"E CHD=191.28' N55°22'12"E 30.67' 30.67'=046°18'05" L=196.58' CHB=N32° 13' 09"E CHD=191.28' MAP 3 1 LO T 1 MAP 3 1 LO T 1 1 5 1 6 1 7 1 6 16 17 17 17 16 1 7 D COCO T T E G D D C O C O 20 20 20 20 20 2 5 BC:14.27 TC:14.77 BC:14.03 TC:14.53 BOW:18.00 TOW:29.50 X BOW:28.00 TOW:28.70 X BOW:17.00 TOW:23.00 X BOW:17.00 TOW:20.00 X BOW:17.00 TOW:21.00 X BOW:17.00 TOW:25.00 X 15 18 19 17 1 8 19 20 17 2 2 2 1 20 20 1921 19 20 22 21 20 19 19 23 24 2 5 2 6 2 7 2 8 2 9 2121 25 24 23 28 27 22 2129 28 1 7 1 7 29 1 8 18 18 1 6 16 15 AD-3 AD-1AD-2 AD-5 RD-2 AD-8 AD-9 AD-10 DDMH-1 AD-11 AD-13 AD-4 AD-12 RD-3 RD-1 AD-7 AD-6 PERF-PIPE-1 CO-1 CO-2 P - 1 3 P-23 P-24 P-3 P-4 P-7 P - 6 P- 5 P-2 P-1 P-25 P-26 P-1 2 P - 8 P- 9 P-10 P-11 D D P - 6 8 P-6 9 P - 6 4 P-63 P-6 7 P- 7 0 P-6 5 P-66 DMH-20 DMH-19 AD-20 P - 6 2 AD-19 CO-8 CO-7 P - 7 1 AD-21 Project: COPYRIGHT 2025 WESTON & SAMPSON 978.532.1900 www.westonandsampson.com 800.SAMPSON Weston & Sampson Engineers, Inc. 55 Walkers Brook Drive, Suite 100 Reading, MA 01867 SALEM STATE SOUTH CAMPUS REDEVELOPMENT AVALON SALEM 8 HARRISON ROAD SALEM, MA 01970 Client: Seal: Revisions: No. Date Description COA: Issued For: Drawing Title: Sheet Number: Scale: W&S File No.: W&S Project No.: Approved By: Date: Reviewed By: Drawn By: COPYRIGHT © 2025 BY WESTON & SAMPSON THIS DRAWING HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE CLIENT & PROJECT NAME LISTED ON THIS DRAWING ONLY. REPRODUCTION, RELEASE OF UTILIZATION OF THE DRAWING CONTENT BY OTHER CLIENTS / FIRMS AND ON OTHER PROJECTS IS PROHIBITED BY LAY. WESTON & SAMPSON RETAINS THE EXCLUSIVE USE OF THE INTELLECTUAL PROPERTY CONTAINED HEREIN. JANUARY 8, 2026 AS SHOWN DKE, WEB MJY JMJ ENG22-1227 AVALONBAY COMMUNITIES, INC. 600 ATLANTIC AVENUE, 20TH FLOOR BOSTON, MA 02210 PERMITTING (NOT FOR CONSTRUCTION) DRAFT 1 04-07-26 PERMITTING 2 04-20-26 PERMITTING C114 GRADING & DRAINAGE PLAN (WEST) MA T C H L I N E S H E E T C 1 1 4 SH E E T C 1 1 5 MATCHLINE SHEET C114 SHEET C116 PROP. MAJOR CONTOUR (TYP.) PROP. MINOR CONTOUR (TYP.) PROP. STORM DRAIN (TYP.) PROP. RETAINING WALL PROP. RETAINING WALL PROP. DRAIN MANHOLE (TYP.) PROP. PERF. PIPE IN STONE INFILTRATION TRENCH (TYP.) PROP. CLEANOUT (TYP.) PROP. POROUS PAVEMENT BOTTOM OF SYSTEM = 14.53 EXISTING EXPOSED LEDGE TO REMAIN IN PLACE OF RETAINING WALL (IF DEEMED SUITABLE) HP=29.5 x29.5 PROPOSED RIPRAP (TYP.) PROP. CONCRETE BROW DITCH PROP. SUBDIVISION LINE (TYP.) PROP. SUBZONE 4 PROP. SUBZONE 1 PROP. BUILDING FFE=18.00 PROP. BUILDING FFE=18.00 PROP. BUILDING FFE=16.00 PROP. AREA DRAIN (TYP.) 5 . 0 % PROP. 2(H):1(V) SLOPE PROP. 2(H):1(V) SLOPE PROP. 2(H):1(V) SLOPE PROP. PERF. UNDERDRAIN (TYP.) SEE LANDSCAPE PLANS FOR DETAILED GRADING IN COURTYARD 2 0 3 0 3 2 2 6 1 6 3 N53°15'21"E 16.08' S37°09'45"E 73.08' S41°38'43"E 75.44' N48°10'18"E 15.00' N41°38'43"W 74.81' N37°09'45"W 87.38' S 4 5 ° 1 4 ' 4 3 " E 1 0 8 . 4 6 ' S43°40'11"E 58.58' S48°11'50"W 51.00' S 4 1 ° 4 2 ' 5 1 " E 1 2 8 . 0 0 ' S48°45'44"W R=591.27' D =030°01'30" L=309.85' CHB=N68° 16' 06"E CHD=306.31' N53°15'21"E 16.08' S 3 7 ° 0 9 ' 4 5 " E 7 3 . 0 8 ' S 4 1 ° 3 8 ' 4 3 " E 7 5 . 4 4 ' N48°10'18"E 15.00' N 4 1 ° 3 8 ' 4 3 " W 7 4 . 8 1 ' N 3 7 ° 0 9 ' 4 5 " W 8 7 . 3 8 ' N53°07'06"E 63.77' S 3 9 ° 2 0 ' 4 1 " E 5 0 . 0 0 ' N50°39'19"E 50.00' S45°14'43"E 108.46' S 4 3 ° 4 0 ' 1 1 " E 5 8 . 5 8 ' S48°11'50"W 51.00' S 4 1 ° 4 2 ' 5 1 " E 1 2 8 . 0 0 ' MAP 3 1 LO T 1 3 MAP 3 1 LOT 1 2 MAP 3 1 LO T 1 1 MAP 3 1 LO T 1 0 MAP 3 1 LOT 9 MAP 3 1 LO T 8 MAP 3 1 LO T 1 MAP 3 1 LO T 1 MAP 3 1 LO T 1 1 7 D D CO CO CO CO D CO T T E DD D 30 2520 20 25 BOW:17.00 TOW:20.00 X BOW:17.00 TOW:20.00 X BOW:17.00 TOW:29.00 X BOW:21.00 TOW:29.00 X BOW:18.00 TOW:36.00 X BOW:28.00 TOW:35.00 X XX 17.92 X 17.33 X 17.25 X 17.33 X 17.25 X FC:16.73 X 1 6 28 30 1 8 18 19 29 27 26 25 24 23 21 20 19 18 1 7 19 20 21 2 2 2 3 2 4 25 2 6 27 2 9 17 28 1 7 17 D DMH-7 CB-5 AD-15 D DMH-8 DD CB-6 CB-8 CB-7 AD-13 D DMH-6 AD-14 AD-16 AD-12 RD-3 PERF-PIPE-2 PERF-PIPE-1 CO-3 CO-4 CO-5 CO-6 P - 3 5 P-3 7 P- 3 9 P-3 6 P-43 P-42 P-32 P-27 P-34 P-24 P-29 P-30 P-31 P-38 P-4 1 P-25 P-33 P-26 P-28 P- 4 4 P-46 P-45 D P- 4 0 RD-4 DMH-9 Project: COPYRIGHT 2025 WESTON & SAMPSON 978.532.1900 www.westonandsampson.com 800.SAMPSON Weston & Sampson Engineers, Inc. 55 Walkers Brook Drive, Suite 100 Reading, MA 01867 SALEM STATE SOUTH CAMPUS REDEVELOPMENT AVALON SALEM 8 HARRISON ROAD SALEM, MA 01970 Client: Seal: Revisions: No. Date Description COA: Issued For: Drawing Title: Sheet Number: Scale: W&S File No.: W&S Project No.: Approved By: Date: Reviewed By: Drawn By: COPYRIGHT © 2025 BY WESTON & SAMPSON THIS DRAWING HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE CLIENT & PROJECT NAME LISTED ON THIS DRAWING ONLY. REPRODUCTION, RELEASE OF UTILIZATION OF THE DRAWING CONTENT BY OTHER CLIENTS / FIRMS AND ON OTHER PROJECTS IS PROHIBITED BY LAY. WESTON & SAMPSON RETAINS THE EXCLUSIVE USE OF THE INTELLECTUAL PROPERTY CONTAINED HEREIN. JANUARY 8, 2026 AS SHOWN DKE, WEB MJY JMJ ENG22-1227 AVALONBAY COMMUNITIES, INC. 600 ATLANTIC AVENUE, 20TH FLOOR BOSTON, MA 02210 PERMITTING (NOT FOR CONSTRUCTION) DRAFT 1 04-07-26 PERMITTING 2 04-20-26 PERMITTING C115 GRADING & DRAINAGE PLAN (NORTH) MATCHLINE SHEET C117 SHEET C115 MA T C H L I N E S H E E T C 1 1 4 SH E E T C 1 1 5 MATCHLINE SHEET C116 SHEET C115 PROP. MAJOR CONTOUR (TYP.) PROP. MINOR CONTOUR (TYP.) PROP. AREA DRAIN (TYP.) PROP. STORM DRAIN (TYP.) PROP. RETAINING WALL PROP. CATCH BASIN (TYP.) PROP. DRAIN MANHOLE (TYP.) PROP. RETAINING WALL PROP. PERF. PIPE IN STONE INFILTRATION TRENCH (TYP.) PROP. CLEANOUT (TYP.) EXISTING EXPOSED LEDGE TO REMAIN IN PLACE OF RETAINING WALL (IF DEEMED SUITABLE) EXISTING EXPOSED LEDGE TO REMAIN IN PLACE OF RETAINING WALL (IF DEEMED SUITABLE) PROP. BUILDING FFE=18.00 PROP. BUILDING FFE=18.00 PROP. BUILDING FFE=18.00 PROP. CONCRETE BROW DITCH (TYP.) PROP. CONCRETE BROW DITCH (TYP.) PROP. 2(H):1(V) SLOPE PROP. 2(H):1(V) SLOPE PROP. 2(H):1(V) SLOPE SEE LANDSCAPE PLANS FOR DETAILED SIDEWALK GRADING 3 0 3 2 3 1 3 1 3 1 3 2 8 1 8 1 8 1 4 4 3 2 6 S32°37'11"E 40.00' S 3 2 ° 3 7 ' 1 1 " E 4 0 . 0 0 ' N57°22'49"E 111.93' MAP 3 1 LO T 1 MAP 3 1 LO T 1 MAP 3 1 LO T 1 1 5 1 6 1 7 1 8 1 4 17 16 15 14 1 6 16 15 18 18 19 19 18 17 17 15 D 18 17161514 18 18 18 1716 181415 23 22 21 2 0 1 9 20 19 18 1920 20 19 16 17 18181617 D D D D D D D D D D D D D 15 13.99 X BC:14.27 TC:14.77 X BC:14.03 TC:14.53 X 13.75X BC:18.00 TC:18.50 X 17.33 X 17.33 BC:16.79 TC:17.2917.33 X 12.95 X BC:18.70 TC:19.20 1 5 15 FC: 17.89 X FC: 17.89X 13.20 X FC 14.21 X FC 14.38 X FC 13.70 X FC 13.40 X FC 14.18 X FC 14.18 X 17 1 7 1 4 16 17 17 15 1 2 13 18 1 6 1 5 15 1 4 14 RD-2 D DMH-16 D OCS-1 D DMH-15 DDMH-14 D DMH-2 CB-2 CB-1 D DMH-3 CB-3 CB-4 D DMH-17 CB-8 CB-10 CB-12 CB-11 RD-3 D DMH-4 D DMH-18 P-43 P-49 P-20 P-19 P-16 P-15 P-1 4 P-1 7 P-21 P-61 P - 5 8 P-59 P-2 2 P- 6 0 P- 4 4 P-46 P-45 P-18 P- 5 5 P-56 P - 5 7 P-51 P-52 D D RD-4 AD-18 DMH-13P-54 DMH-5 D P- 7 0 P-66 DMH-20 P - 7 1 D P-72 P-73 DMH-21 Project: COPYRIGHT 2025 WESTON & SAMPSON 978.532.1900 www.westonandsampson.com 800.SAMPSON Weston & Sampson Engineers, Inc. 55 Walkers Brook Drive, Suite 100 Reading, MA 01867 SALEM STATE SOUTH CAMPUS REDEVELOPMENT AVALON SALEM 8 HARRISON ROAD SALEM, MA 01970 Client: Seal: Revisions: No. Date Description COA: Issued For: Drawing Title: Sheet Number: Scale: W&S File No.: W&S Project No.: Approved By: Date: Reviewed By: Drawn By: COPYRIGHT © 2025 BY WESTON & SAMPSON THIS DRAWING HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE CLIENT & PROJECT NAME LISTED ON THIS DRAWING ONLY. REPRODUCTION, RELEASE OF UTILIZATION OF THE DRAWING CONTENT BY OTHER CLIENTS / FIRMS AND ON OTHER PROJECTS IS PROHIBITED BY LAY. WESTON & SAMPSON RETAINS THE EXCLUSIVE USE OF THE INTELLECTUAL PROPERTY CONTAINED HEREIN. JANUARY 8, 2026 AS SHOWN DKE, WEB MJY JMJ ENG22-1227 AVALONBAY COMMUNITIES, INC. 600 ATLANTIC AVENUE, 20TH FLOOR BOSTON, MA 02210 PERMITTING (NOT FOR CONSTRUCTION) DRAFT 1 04-07-26 PERMITTING 2 04-20-26 PERMITTING C116 GRADING & DRAINAGE PLAN (SOUTH) MA T C H L I N E S H E E T C 1 1 6 MATCHLINE SHEET C114 SHEET C116 MATCHLINE SHEET C115 SHEET C116 SH E E T C 1 1 7 PROP. MAJOR CONTOUR (TYP.) PROP. MINOR CONTOUR (TYP.) PROP. STORM DRAIN (TYP.) PROP. CATCH BASIN (TYP.) PROP. DRAIN MANHOLE (TYP.) PROP. UNDERGROUND INFILTRATION SYSTEM #1 700-STORMTANK 25 SERIES 42" CHAMBERS TOP OF SYSTEM = 15.00 BOTTOM OF STONE = 11.17 PROP. SUBDIVISION LINE (TYP.) PROP. SUBZONE 4 PROP. SUBZONE 1 PROP. SUBZONE 2 <2% SLOPE IN ALL DIRECTIONS WITHIN ADA PARKING STALL AND STRIPED ACCESS AISLE PROP. BUILDING FFE=16.00 PROP. BUILDING FFE=18.00 PROP. BUILDING FFE=18.00 PROP. MANHOLE AND STORM DRAIN TO BE CONSTRUCTED BY OTHERS PROP. PIPE CAP AT FUTURE DMH CONNECTION PROP. 2(H):1(V) SLOPE (SEE LANDSCAPE PLANS) SEE LANDSCAPE PLANS FOR DETAILED GRADING IN COURTYARD SEE LANDSCAPE PLANS FOR DETAILED SIDEWALK AND COMMON AREA GRADING PROP. 3-FT WIDE PEASTONE DIAPHRAGM 1 4 4 3 1 5 S48°45'44"W 125.00' S41°31'31"E 143.83' S57°22'49"W 86.53' N57°22'49"E 111.93' S 4 3 ° 3 1 ' 4 9 " E 1 0 1 . 0 0 ' S 4 1 ° 4 2 ' 5 1 " E 1 2 8 . 0 0 ' S48°45'44"W 125.00' S41°31'31"E 143.83' S57°22'49"W 86.53' S 3 2 ° 3 7 ' 1 1 " E 4 0 . 0 0 ' N57°22'49"E 111.93' R=569.48' D =012°32'39" L=124.68' CHB=N51° 06' 30"E CHD=124.43' S 4 3 ° 3 1 ' 4 9 " E 1 0 1 . 0 0 ' MAP 3 1 LO T 8 MAP 3 1 LO T 7 MAP 3 1 LO T 3 MAP 3 1 LOT 2 MAP 3 1 LOT 3 2 0 MAP 3 1 LO T 1 1 8 18 17 DN UP D E G 21 20 D D DD D 30 2520 BOW:30.00 TOW:31.00 X BOW:23.00 TOW:24.00 X BOW:17.00 TOW:22.00 X BOW:17.00 TOW:21.00 X FC:18.49 X FC:(18.53) X (18.62) XFC:18.10 X BC:18.00 TC:18.50 X 17.33 X 17.33 X BC:16.79 TC:17.29 X X BC:18.70 TC:19.20 X BC:18.90 TC:19.40 X 18 28 30 18 17 17 17 29 27 26 25 24 23 21 20 19 18 1 7 17 18 19 D DMH-12 D DMH-10 D OCS-1 D DMH-11 CB-8 CB-7 CB-10 CB-9 AD-16 AD-17 P- 4 7 P- 5 0 P-43 P-42 P-49 P-48 P-4 1 P-46 P-45 P-51 P-52 D P- 4 0 AD-18 DMH-13 Project: COPYRIGHT 2025 WESTON & SAMPSON 978.532.1900 www.westonandsampson.com 800.SAMPSON Weston & Sampson Engineers, Inc. 55 Walkers Brook Drive, Suite 100 Reading, MA 01867 SALEM STATE SOUTH CAMPUS REDEVELOPMENT AVALON SALEM 8 HARRISON ROAD SALEM, MA 01970 Client: Seal: Revisions: No. Date Description COA: Issued For: Drawing Title: Sheet Number: Scale: W&S File No.: W&S Project No.: Approved By: Date: Reviewed By: Drawn By: COPYRIGHT © 2025 BY WESTON & SAMPSON THIS DRAWING HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE CLIENT & PROJECT NAME LISTED ON THIS DRAWING ONLY. REPRODUCTION, RELEASE OF UTILIZATION OF THE DRAWING CONTENT BY OTHER CLIENTS / FIRMS AND ON OTHER PROJECTS IS PROHIBITED BY LAY. WESTON & SAMPSON RETAINS THE EXCLUSIVE USE OF THE INTELLECTUAL PROPERTY CONTAINED HEREIN. JANUARY 8, 2026 AS SHOWN DKE, WEB MJY JMJ ENG22-1227 AVALONBAY COMMUNITIES, INC. 600 ATLANTIC AVENUE, 20TH FLOOR BOSTON, MA 02210 PERMITTING (NOT FOR CONSTRUCTION) DRAFT 1 04-07-26 PERMITTING 2 04-20-26 PERMITTING C117 GRADING & DRAINAGE PLAN (EAST) MA T C H L I N E S H E E T C 1 1 6 MATCHLINE SHEET C115 SHEET C117 SH E E T C 1 1 7 HARRISO N R O A D L O R I N G A V E N U E PROP. MAJOR CONTOUR (TYP.) PROP. MINOR CONTOUR (TYP.) PROP. STORM DRAIN (TYP.) PROP. CATCH BASIN (TYP.) PROP. DRAIN MANHOLE (TYP.) PROP. RETAINING WALL PROP. SUBDIVISION LINE (TYP.) PROP. SUBZONE 2 PROP. SUBZONE 1 PROP. BUILDING FFE=18.00 PROP. DRAIN MANHOLE AND STORM DRAINS TO BE CONSTRUCTED BY OTHERS PROP. 2(H):1(V) SLOPE PROP. 2(H):1(V) SLOPE SEE LANDSCAPE PLANS FOR DETAILED SIDWALK GRADING DRAINAGE STRUCTURE TABLE NAME AD-1 AD-2 AD-3 AD-4 AD-5 AD-6 AD-7 AD-8 AD-9 AD-10 AD-11 AD-12 AD-13 AD-14 AD-15 AD-16 AD-17 AD-18 AD-19 AD-20 AD-21 CB-1 CB-2 CB-3 CB-4 CB-5 CB-6 CB-7 CB-8 CB-9 CB-10 CB-11 CB-12 CO-1 CO-2 CO-3 CO-4 CO-5 RIM 19.99 19.70 19.79 19.54 19.38 19.02 18.68 18.34 18.06 17.07 17.07 18.20 18.17 18.00 30.50 28.90 16.70 16.50 1.17 1.17 1.17 14.74 14.69 14.52 14.58 19.08 17.59 1.17 1.17 16.42 16.42 16.59 16.59 -2.49 -2.64 -3.05 -3.39 -3.43 INVERT IN I=15.48 (AD-1) I=15.32 (AD-3) I=15.16 (AD-4) I=15.16 (AD-2) I=14.80 (AD-5) I=14.46 (AD-6) I=14.12 (AD-7) I=13.84 (AD-8) I=12.64 (AD-9) I=12.56 (AD-10) I=11.45 (AD-17) I=13.81 (AD-19) I=13.78 (CO-6) I=12.55 (AD-16) I=13.91 (CO-1) I=13.91 (PERF-PIPE-2) I=13.91 (CO-3) I=13.91 (CO-4) INVERT OUT I=15.77 (AD-2) I=15.48 (AD-5) I=15.57 (AD-4) I=15.32 (AD-5) I=15.16 (AD-6) I=14.80 (AD-7) I=14.46 (AD-8) I=14.12 (AD-9) I=13.84 (AD-10) I=12.64 (AD-11) I=12.56 (DMH-1) I=13.98 (PERF-PIPE-1) I=13.95 (PERF-PIPE-2) I=13.76 (DMH-6) I=13.46 (DMH-8) I=15.00 (CB-7) I=11.93 (AD-18) I=11.45 (DMH-13) I=16.13 (AD-20) I=13.71 (DMH-19) I=16.22 (DMH-19) I=10.52 (DMH-3) I=10.47 (DMH-3) I=10.30 (DMH-4) I=10.37 (DMH-4) I=13.78 (DMH-6) I=13.37 (DMH-7) I=12.55 (DMH-10) I=12.55 (DMH-10) I=12.03 (DMH-11) I=12.03 (DMH-11) I=11.20 (DMH-14) I=11.19 (DMH-14) I=13.91 (CO-2) I=13.91 (PERF-PIPE-1) I=13.91 (CO-4) I=13.91 (CO-5) I=13.91 (CO-6) DETAILS AREA DRAIN AREA DRAIN AREA DRAIN AREA DRAIN AREA DRAIN AREA DRAIN AREA DRAIN AREA DRAIN AREA DRAIN W/ SOLID COVER AREA DRAIN W/ SOLID COVER AREA DRAIN W/ SOLID COVER AREA DRAIN AREA DRAIN AREA DRAIN AREA DRAIN AREA DRAIN AREA DRAIN AREA DRAIN AREA DRAIN AREA DRAIN AREA DRAIN PRECAST CATCH BASIN PRECAST CATCH BASIN PRECAST CATCH BASIN PRECAST CATCH BASIN PRECAST CATCH BASIN PRECAST CATCH BASIN PRECAST CATCH BASIN PRECAST CATCH BASIN PRECAST CATCH BASIN PRECAST CATCH BASIN PRECAST CATCH BASIN PRECAST CATCH BASIN CLEANOUT CLEANOUT CLEANOUT CLEANOUT CLEANOUT DRAINAGE STRUCTURE TABLE NAME CO-6 CO-7 CO-8 DMH-1 DMH-2 DMH-3 DMH-4 DMH-5 DMH-6 DMH-7 DMH-8 DMH-9 DMH-10 DMH-11 DMH-12 DMH-13 DMH-14 DMH-15 DMH-16 DMH-17 DMH-18 DMH-19 DMH-20 DMH-21 IS1-I IS1-O OCS-1 PERF-PIPE-1 PERF-PIPE-2 RD-1 RD-2 RD-3 RD-4 RIM -3.51 -2.02 -2.24 16.88 14.82 14.65 17.97 14.32 1.17 17.50 18.24 17.24 17.56 16.57 17.72 17.83 16.88 16.98 16.48 14.94 14.65 1.17 15.48 14.24 12.54 15.70 18.76 -1.96 -1.94 17.75 18.42 1.17 13.60 INVERT IN I=13.91 (CO-5) I=14.52 () I=14.52 () I=16.40 () I=12.24 (RD-1) I=12.24 (AD-11) I=10.60 (DMH-20) I=10.37 (CB-2) I=10.37 (CB-1) I=10.39 (DMH-2) I=10.10 (CB-4) I=10.10 (CB-3) I=10.10 (RD-2) I=10.00 (DMH-3) I=10.00 (DMH-4) I=13.68 (AD-14) I=13.68 (CB-5) I=13.28 (DMH-6) I=13.28 (CB-6) I=13.16 (AD-15) I=12.89 (DMH-8) I=12.89 (DMH-7) I=12.41 (DMH-9) I=12.41 (OCS-1) I=12.41 (CB-8) I=12.41 (CB-7) I=11.93 (DMH-10) I=11.93 (CB-10) I=11.93 (CB-9) I=11.73 (DMH-11) I=11.36 (AD-18) I=11.36 (DMH-12) I=11.08 () I=11.08 (CB-11) I=11.08 (CB-12) I=10.90 (DMH-14) I=10.90 (DMH-13) I=10.24 (DMH-15) I=12.23 (RD-3) I=9.70 (DMH-16) I=9.54 (DMH-5) I=9.41 (DMH-17) I=14.25 (CO-8) I=13.29 (AD-20) I=14.25 (AD-21) I=14.25 (CO-7) I=11.26 (DMH-1) I=11.26 (DMH-19) I=9.00 (DMH-18) I=11.43 (RD-4) I=14.54 (IS1-O) I=13.91 (AD-12) I=13.91 (CO-2) I=13.91 (PERF-PIPE-1) I=13.91 (AD-13) INVERT OUT I=13.91 (CB-5) I=14.52 (DMH-19) I=16.40 (DMH-19) I=12.24 (DMH-20) I=10.60 (DMH-3) I=10.29 (DMH-5) I=10.17 (DMH-5) I=9.90 (DMH-18) I=13.68 (DMH-7) I=13.28 (DMH-9) I=13.16 (DMH-9) I=12.89 (DMH-10) I=12.41 (DMH-11) I=11.93 (DMH-12) I=11.73 (DMH-13) I=11.36 (DMH-15) I=11.08 (DMH-15) I=10.90 (DMH-16) I=10.24 (DMH-17) I=9.70 (DMH-18) I=9.40 (DMH-21) I=13.19 (DMH-20) I=11.26 (DMH-2) I=14.60 (OCS-1) I=12.99 (DMH-10) I=13.91 (PERF-PIPE-2) I=13.91 (CO-3) I=13.53 (DMH-1) I=14.20 (DMH-4) I=12.75 (DMH-16) I=12.50 (IS1-I) DETAILS CLEANOUT CLEANOUT CLEANOUT PRECAST MANHOLE PRECAST MANHOLE PRECAST MANHOLE PRECAST MANHOLE PRECAST MANHOLE PRECAST MANHOLE PRECAST MANHOLE PRECAST MANHOLE PRECAST MANHOLE PRECAST MANHOLE PRECAST MANHOLE PRECAST MANHOLE PRECAST MANHOLE PRECAST MANHOLE PRECAST MANHOLE PRECAST MANHOLE PRECAST MANHOLE PRECAST MANHOLE PRECAST MANHOLE PRECAST MANHOLE PRECAST MANHOLE INFILTRATION SYSTEM #1 INLET INFILTRATION SYSTEM #1 OUTLET OUTLET CONTROL STRUCTURE TOP OF WEIR: 15.00 PERFORATED PIPE PERFORATED PIPE ROOF DRAIN ROOF DRAIN ROOF DRAIN ROOF DRAIN PIPE TABLE PIPE P-1 P-2 P-3 P-4 P-5 P-6 P-7 P-8 P-9 P-10 P-11 P-12 P-13 P-14 P-15 P-16 P-17 P-18 P-19 P-20 P-21 P-22 P-23 P-24 P-25 P-26 P-27 P-28 P-29 P-30 P-31 P-32 P-33 P-34 P-35 P-36 P-37 P-38 P-39 P-40 P-41 P-42 P-43 P-44 P-45 P-46 P-47 P-48 P-49 P-50 P-51 P-52 P-53 P-54 P-55 SIZE & TYPE 12" HDPE 12" HDPE 12" HDPE 12" HDPE 12" HDPE 12" HDPE 12" HDPE 12" HDPE 12" HDPE 12" HDPE 12" HDPE 12" HDPE 12" HDPE 12" HDPE 12" HDPE 12" HDPE 12" HDPE 12" HDPE 12" HDPE 12" HDPE 12" HDPE 12" HDPE 12" HDPE 12" HDPE 12" HDPE 12" HDPE 12" HDPE 12" HDPE 12" HDPE 12" HDPE 12" HDPE 12" HDPE 12" HDPE 12" HDPE 12" HDPE 12" HDPE 16" HDPE 12" HDPE 12" HDPE 16" HDPE 12" HDPE 12" HDPE 12" HDPE 12" HDPE 12" HDPE 18" HDPE 16" HDPE 12" HDPE 12" HDPE 18" HDPE 16" HDPE 8" HDPE 8" HDPE 16" HDPE 12" HDPE LENGTH 40-LF 36-LF 25-LF 10-LF 43-LF 40-LF 40-LF 33-LF 165-LF 5-LF 43-LF 19-LF 141-LF 19-LF 9-LF 5-LF 25-LF 50-LF 18-LF 25-LF 13-LF 20-LF 15-LF 5-LF 7-LF 64-LF 3-LF 23-LF 64-LF 5-LF 63-LF 13-LF 19-LF 6-LF 80-LF 18-LF 76-LF 26-LF 23-LF 91-LF 46-LF 12-LF 12-LF 14-LF 4-LF 54-LF 92-LF 6-LF 6-LF 35-LF 71-LF 44-LF 5-LF 90-LF 67-LF SLOPE 0.007 0.009 0.010 0.017 0.008 0.008 0.008 0.008 0.007 0.009 0.007 0.062 0.007 0.010 0.013 0.014 0.010 0.080 0.010 0.010 0.010 0.015 0.000 0.000 0.010 0.000 0.012 0.000 0.000 0.000 0.000 0.010 0.005 0.010 0.005 0.005 0.005 0.010 0.010 0.005 0.051 0.010 0.010 0.079 0.009 0.010 0.005 0.010 0.010 0.005 0.005 0.010 0.010 0.005 0.010 PIPE TABLE PIPE P-56 P-57 P-58 P-59 P-60 P-61 P-62 P-63 P-64 P-65 P-66 P-67 P-68 P-69 P-70 P-71 P-72 P-73 SIZE & TYPE 12" HDPE 12" HDPE 12" HDPE 24" HDPE 12" HDPE 24" HDPE 8" HDPE 8" HDPE 8" HDPE 6" HDPE 6" HDPE 8" HDPE 6" HDPE 8" HDPE 12" HDPE 12" HDPE 24" HDPE 24" HDPE LENGTH 10-LF 9-LF 14-LF 131-LF 50-LF 105-LF 79-LF 42-LF 27-LF 10-LF 14-LF 9-LF 53-LF 28-LF 34-LF 104-LF 26-LF 57-LF SLOPE 0.010 0.010 0.010 0.005 0.010 0.005 0.030 0.010 0.072 0.000 0.000 0.032 0.000 0.077 0.058 0.006 0.014 0.005 Project: COPYRIGHT 2025 WESTON & SAMPSON 978.532.1900 www.westonandsampson.com 800.SAMPSON Weston & Sampson Engineers, Inc. 55 Walkers Brook Drive, Suite 100 Reading, MA 01867 SALEM STATE SOUTH CAMPUS REDEVELOPMENT AVALON SALEM 8 HARRISON ROAD SALEM, MA 01970 Client: Seal: Revisions: No. Date Description COA: Issued For: Drawing Title: Sheet Number: Scale: W&S File No.: W&S Project No.: Approved By: Date: Reviewed By: Drawn By: COPYRIGHT © 2025 BY WESTON & SAMPSON THIS DRAWING HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE CLIENT & PROJECT NAME LISTED ON THIS DRAWING ONLY. REPRODUCTION, RELEASE OF UTILIZATION OF THE DRAWING CONTENT BY OTHER CLIENTS / FIRMS AND ON OTHER PROJECTS IS PROHIBITED BY LAY. WESTON & SAMPSON RETAINS THE EXCLUSIVE USE OF THE INTELLECTUAL PROPERTY CONTAINED HEREIN. JANUARY 8, 2026 AS SHOWN DKE, WEB MJY JMJ ENG22-1227 AVALONBAY COMMUNITIES, INC. 600 ATLANTIC AVENUE, 20TH FLOOR BOSTON, MA 02210 PERMITTING (NOT FOR CONSTRUCTION) DRAFT 1 04-07-26 PERMITTING 2 04-20-26 PERMITTING C118 DRAINAGE SCHEDULE 17.15 17.15 18.50 18.50 17.15 17.15 17.15 17.15 17.55 18.12 17.92 14.00 14.00 13.85 13.77 16.48 15.87 16.01 16.01 17.17 17.17 17.03 16.04 17.93 16.88 14.40 14.40 16.28 16.80 16.85 16.93 16.57 16.50 17.72 16.95 17.95 17.80 15.48 17.89 14.00 13.85 15.30 12.96 6" PERF. HDPE 6" PERF. HDPE 6" PERF. HDPE 12" PERF. HDPE 12" PERF. HDPE 12" PERF. HDPE 12" PERF. HDPE 12" PERF. HDPE 12" PERF. HDPE 12" PERF. HDPE 17.03 17.03 17.03 14.75 13.48 SCALE:1 N.T.S. EXISTING TREE PROTECTION EXISTING TREE (MULTIPLE TREES) PRUNE PER ISA STANDARDS REMOVE DEAD WOOD & DAMAGED BRANCHES TIE UP BRANCHES IF RISK OF DAMAGE FROM CONSTRUCTION EQUIPMENT PLAN VIEW LOCATION OF FENCE FOR MULTIPLE TREES AREAS OF UNDISTURBED ROOT ZONE (MULTIPLE TREES) LOCATION OF FENCE FOR INDIVIDUAL TREE LIMIT OF CANOPY (VARIES) AREA OF UNDISTURBED ROOT ZONE (INDIVIDUAL TREE) EXISTING TREE EXISTING TREE FENCE PROTECTION CONSTRUCTION IMPACT AREA LIMIT OF CONST AREA WOOD OR METAL POSTS (TYP) PROTECTED ROOT ZONE (DISTANCE VARIES) WOOD OR METAL POSTS (TYP) INSTALL PROTECTIVE FENCE AT DRIPLINE (WHEN POSSIBLE), OR LIMIT OF CUT/FILL. MINIMUM DISTANCE FOR FENCE SHALL BE 6 FT FROM TREE. FENCE MAY BE PLASTIC SNOW FENCE OR CHAIN LINK (4' HEIGHT) 6' MIN. EXIST ROOT SYSTEM LIMIT OF CONSTRUCTION IMPACT(SEE PLANS) PROTECTED ROOT ZONE (DISTANCE VARIES) NO EQUIP STORAGE OR STOCKPILING OF MATERIALS ZONE OF CONSTRUCTION IMPACT (CUT/FILL) PRUNE ANY ROOTS EXPOSED AND/OR DAMAGED BY EXCAVATION WITH A SHARP SAW LI M I T O F DR I P L I N E EXIST GRADE LIMIT OF PROTECTIVE FENCE (MULTIPLE TREES) LIMIT OF PROTECTIVE FENCE (INDIVIDUAL TREES) 2" x 4" DIM. LUMBER ATTACHED WITH METAL STRAPPING (OPT) AT TWO LOCATIONS (MIN.). DO NOT DAMAGE BARK. PROVIDE 6" SPACING OF BOARDS AND CUT TO FIT. EXISTING TREE L 60 F E E T C DRIVE GUTTER LINE 24 FEET MIN. NOTES: 1.AT LEAST ONE CONSTRUCTION ENTRANCE SHALL BE PLACED AT EACH ENTRANCE OF THE SITE, THROUGHOUT CONSTRUCTION. 2.THE LOCATION OF THE CONSTRUCTION ENTRANCE(S) SHALL BE APPROVED BY THE OWNER PRIOR TO PLACEMENT. 3.CONSTRUCTION ENTRANCE(S) SHALL CONSIST OF 2" CRUSHED STONE PLACED AT A DEPTH OF A MINIMUM 8 INCHES PLACED OVER GEOTEXTILE FABRIC. 4.CONTRACTOR IS RESPONSIBLE FOR CLEARING OF ALL VEGETATION, ROOTS AND ALL OBSTRUCTIONS IN PREPARATION FOR GRADING AND COMPACTING PRIOR TO PLACEMENT OF GEOTEXTILE FABRIC AND CRUSHED STONE. 5.CONTRACTOR IS RESPONSIBLE FOR DAILY INSPECTION AND ALL NECESSARY MAINTENANCE OF ALL ENTRANCES. 6.CONTRACTOR IS RESPONSIBLE FOR REMOVAL OF SEDIMENTS OR ANY OTHER MATERIALS TRACKED ONTO THE STREET, AS WELL MAINTENANCE OF EROSION CONTROL MEASURES. R=6' MIN.R=6' MIN. SCALE:2 N.T.S. STABILIZED TEMPORARY CONSTRUCTION ENTRANCE 1.EROSION CONTROL MEASURES SHALL BE INCORPORATED IN THE SEQUENCE OF CONSTRUCTION TO PREVENT SEDIMENT LADEN WATER FROM LEAVING THE SITE. 2.AREAS SUBJECT TO EROSION SHALL BE MINIMIZED IN TERMS OF TIME AND AREA. 3.IN GENERAL, WORK REQUIRING EROSION CONTROL INCLUDES EXCAVATIONS, FILLS, DRAINAGE, SWALES AND DITCHES, ROUGH AND FINISH GRADING, AND STOCKPILING OF EARTH. 4.DO NOT DISTURB VEGETATION AND TOPSOIL BEYOND THE PROPOSED LIMIT OF SILT FENCE ACTIVITIES. 5.TEMPORARY SILT CONTROLS SHALL BE PLACED AS SHOWN ON THE PLAN. PERMANENTLY STABILIZE EACH COMPLETED SEGMENT OF CONSTRUCTION. 6.THE CONTRACTOR SHALL REMOVE TEMPORARY SILT CONTROLS AND ALL ACCUMULATED SILT AND DEBRIS AFTER COMPLETION OF CONSTRUCTION OPERATIONS. 7.SILT CONTROLS SHALL BE IN PLACE AT ALL TIMES DURING CONSTRUCTION. 8.THE CONTRACTOR SHALL REMOVE AND LEGALLY DISPOSE OF ALL SILT AND DEBRIS FROM EACH DRAINAGE STRUCTURE UPON COMPLETION OF THE PROJECT. 9.OBJECTS AND/OR AREAS DAMAGED BY THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED TO THEIR ORIGINAL CONDITION. 10.ALL DISTURBED AREAS SHALL BE RESTORED TO EXISTING GRADE. INSPECTION SHALL BE FREQUENT AND REPAIR OR REPLACEMENT SHALL BE MADE AS NEEDED. 11.SILT CONTROLS SHALL BE REMOVED UPON THE SATISFACTORY COMPLETION OF ALL WORK SO AS NOT TO BLOCK OR IMPEDE STORM FLOW OR DRAINAGE. 12.SITE PERIMETER SHALL HAVE STRAW WATTLES INSTALLED AT THE LIMIT OF WORK. A. BURY THE TOP END OF EXCELSIOR MATTING STRIPS MINIMUM 6 INCHES. C. OVERLAP-BURY UPPER END OF LOWER STRIP AS IN 'A' AND 'B'. OVERLAP END OF TOP STRIP 4 INCHES AND STAPLE. B. TAMP THE TRENCH FULL OF SOIL. SECURE WITH ROW OF STAPLES, 6 INCH SPACING 4 INCHES DOWN FROM THE TRENCH. EXCELSIOR MATTING BLANKET D. EROSION STOP-FOLD EDGE OF EXCELSIOR MATTING BURIED IN SILT TRENCH AND TAMPED; DOUBLE ROW OF STAPLES. TYPICAL STAPLES #8 GAUGE WIRE STAPLE OUTSIDE EDGE ON 2'-0" CENTERS. 4 INCH OVERLAP OF EXCELSIOR MATTING STRIPS WHERE TWO OR MORE STRIPS WIDTH ARE REQUIRED. STAPLES ON 1'-6" CENTERS. 112" 6" 112" 10" NOTE: JUTE NETTING TO BE USED ON ALL SLOPES GREATER THAN 4H:1V AS INDICATED ON GRADING PLANS SCALE:5 N.T.S. EROSION CONTROL BLANKET FOAM 1" REBAR FOR BAG REMOVAL FROM INLET (PROVIDE REBAR) DUMP LOOPS (PROVIDE REBAR) OPTIONAL OVERFLOW EXPANSION RESTRAINT SIDE VIEW INSTALLED APPROVED CATCH BASIN FILTER CURB OPENING ALL EXISTING CATCH BASINS WITHIN THE LIMIT OF WORK SHALL HAVE INLET CONTROL PRIOR TO THE START OF CONSTRUCTION. NOTE: SCALE:3 N.T.S. INLET SEDIMENT CONTROL LONG AXIS OF STOCKPILE TO BE PERPENDICULAR TO CONTOUR CONTINUOUS STAKED COMPOST FILTER TUBE BARRIER PLACED DOWN GRADIENT OF STOCKPILE STOCKPILE TO BE LOCATED IN AN AREA THAT PROVIDES MAXIMUM PROTECTION AGAINST EROSION TOWARDS SENSITIVE AREAS SCALE:4 N.T.S. STOCKPILE AREA C500 DETAILS Project: COPYRIGHT 2025 WESTON & SAMPSON 978.532.1900 www.westonandsampson.com 800.SAMPSON Weston & Sampson Engineers, Inc. 55 Walkers Brook Drive, Suite 100 Reading, MA 01867 SALEM STATE SOUTH CAMPUS REDEVELOPMENT AVALON SALEM 8 HARRISON ROAD SALEM, MA 01970 Client: Seal: Revisions: No. Date Description COA: Issued For: Drawing Title: Sheet Number: Scale: W&S File No.: W&S Project No.: Approved By: Date: Reviewed By: Drawn By: COPYRIGHT © 2025 BY WESTON & SAMPSON THIS DRAWING HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE CLIENT & PROJECT NAME LISTED ON THIS DRAWING ONLY. REPRODUCTION, RELEASE OF UTILIZATION OF THE DRAWING CONTENT BY OTHER CLIENTS / FIRMS AND ON OTHER PROJECTS IS PROHIBITED BY LAY. WESTON & SAMPSON RETAINS THE EXCLUSIVE USE OF THE INTELLECTUAL PROPERTY CONTAINED HEREIN. JANUARY 8, 2026 AS SHOWN DKE, WEB MJY JMJ ENG22-1227 AVALONBAY COMMUNITIES, INC. 600 ATLANTIC AVENUE, 20TH FLOOR BOSTON, MA 02210 PERMITTING (NOT FOR CONSTRUCTION) DRAFT 1 04-07-26 PERMITTING 2 04-20-26 PERMITTING COVER LABELED "WATER" WATER MAIN FLANGE FINISHED GRADE VALVE UNDISTURBED MATERIAL NOTES: 1.GATE VALVE TO BE LOCATED WITHIN ROADWAY PAVEMENT WHERE POSSIBLE 2.PROPER SIZE VALVE BOX SHALL BE INSTALLED WHERE GATE VALVES ARE SHOWN ON PLANS 3.WATER GATE VALVES SHALL BE OPEN RIGHT SCALE:2 N.T.S. VALVE AND BOX DETAIL ADJUSTABLE SLIDING VALVE BOX NOTES: 1.PROVIDE SADDLE FOR ALL AC AND PVC MAINS AND ALL 2" OR LARGER STOPS. 2.TRACER WIRE SHALL BE #12 AWG SOLID COPPER WITH 30 MIL BLUE HDPE INSULATION. 3.IF CURB IS IN LAWN AREA, EXTEND TRACER WIRE UP THE OUTSIDE OF BOX, WRAP END THREE TIMES AROUND BOX AND LEAVE APPROXIMATELY ONE INCH BELOW THE OUTSIDE TOP OF BOX. IF CURB BOX IS IN PAVEMENT AREA, EXTEND TRACER WIRE UP THE INSIDE OF BOX LEAVING THREE FEET COILED UP INSIDE TOP OF BOX. 4.TRACER WIRE SHALL BE CONNECTED TO CORPORATION STOP WITH BRASS THAW WIRE NUT COMPRESSION ASSEMBLY WITH SET SCREW. SCALE:8 N.T.S. WATER SERVICE DETAIL PAVEMENT REPLACEMENT (SEE DETAIL) COPPER SERVICE UNLESS OTHERWISE REQUIRED (SEE PLAN FOR SIZE) MINIMUM 6" SAND ALL AROUND CORPORATION STOP NEW WATER MAIN COVER SURFACE RESTORATION (SEE SPECIFICATIONS) ADJUSTABLE SLIDING CURB BOX REPLACE EXIST. CURB STOP IF REQUIRED FOR SERVICE TRANSFER CAP AT PROPERTY LINE FOR NEW SERVICE COUPLING TO CONNECT NEW COPPER SERVICE TO EXISTING NON COPPER SERVICE AT PROPERTY LINE FOR SERVICE TRANSFER FLAT STONE OR CONCRETE BLOCK COUPLING TO CONNECT NEW NEW COPPER SERVICE TO EXIST. COPPER SERVICE (IF CURB STOP IS TO REMAIN) EXTENSION ROD WITH PINNED CONNECTION AT CURB STOP SCALE:1 N.T.S. EROSION CONTROL MEASURE: SINGLE COMPOST FILTER TUBE DETAIL COMPOST FILTER TUBE MINIMUM 12 INCHES IN DIAMETER WITH AN EFFECTIVE HEIGHT OF 9.5 INCHES. TUBES FOR COMPOST FILTERS SHALL BE JUTE MESH OR APPROVED BIODEGRADABLE MATERIAL. ADDITIONAL TUBES SHALL BE USED AT THE DIRECTION OF THE ENGINEER. TAMP TUBES IN PLACE TO ENSURE GOOD CONTACT WITH SOIL SURFACE. IT IS NOT NECESSARY TO TRENCH TUBES INTO EXISTING GRADE. UNDISTURBED SUBGRADE EXISTING TREE EXISTING PAVEMENT PLACING TUBES AGAINST THE UPHILL SIDE OF WELL- ANCHORED, STATIONARY FEATURES SUCH AS EXISTING TREES CAN PROVIDE ADDITIONAL BRACING. CURVE ENDS UPHILL TO PREVENT DIVERSION OF UNFILTERED RUN-OFF. PROVIDE A 3 FT. MINIMUM OVERLAP AT ENDS OF TUBES TO JOIN IN A CONTINUOUS BARRIER AND MINIMIZE UNIMPEDED FLOW. STAKE JOINING TUBES SNUGLY AGAINST EACH OTHER TO PREVENT UNFILTERED FLOW BETWEEN THEM. SECURE ENDS OF TUBES WITH STAKES SPACED 18 IN. APART THROUGH TOPS OF TUBES. PROTECTED AREA LIMIT OF WORK COMPOST FILTER TUBE (TYP.) LOOSE COMPOST LAYER UNTREATED HARDWOOD STAKE (TYP.) STREAM 2 INCH X 2 INCH X 3 FEET UNTREATED HARDWOOD STAKES, UP TO 5 FT. APART OR AS REQUIRED TO SECURE TUBES IN PLACE. WHEN STAKING IS NOT POSSIBLE, SUCH AS WHEN TUBES MUST BE PLACED ON PAVEMENT, HEAVY CONCRETE OR CINDER BLOCKS CAN BE USED BEHIND TUBES UP TO 5 FT. APART OR AS REQUIRED TO SECURE TUBES IN PLACE. AR E A O F D I S T U R B A N C E AR E A O F D I S T U R B A N C E PR O T E C T E D A R E A GENERAL NOTES: 1.PROVIDE A MINIMUM TUBE DIAMETER OF 12 INCHES FOR SLOPES UP TO 50 FEET IN LENGTH WITH A SLOPE RATIO OF 3H:1V OR STEEPER. LONGER SLOPES OF 3H:1V MAY REQUIRE LARGER TUBE DIAMETER OR ADDITIONAL COURSING OF FILTER TUBES TO CREATE A FILTER BERM. REFER TO MANUFACTURER'S RECOMMENDATIONS FOR SITUATIONS WITH LONGER OR STEEPER SLOPES. 2.INSTALL TUBES ALONG CONTOURS AND PERPENDICULAR TO SHEET OR CONCENTRATED FLOW. 3.DO NOT INSTALL IN PERENNIAL, EPHEMERAL OR INTERMITTENT STREAMS. 4.CONFIGURE TUBES AROUND EXISTING SITE FEATURES TO MINIMIZE SITE DISTURBANCE AND MAXIMIZE CAPTURE AREA OF STORMWATER RUN-OFF. 5.MULCH MATERIAL FOR THE FILTER TUBES SHALL BE WEED-FREE STRAW, WOOD EXCELSIOR, COMPOST, OR WOOD CHIPS, OR COIR. STRAW SHALL BE WEED FREE AND DERIVED FROM THRESHING OF GRAIN CROP. TUBES CAN BE PLACED DIRECTLY ON EXISTING PAVEMENT WHEN NECESSARY. EXISTING HEADWALL OR OTHER OBSTACLE 2 IN. DEEP x 12 IN. WIDE LAYER OF LOOSE COMPOST MATERIAL PLACED ON UPHILL/FLOW SIDE OF TUBES TO FILL SPACE BETWEEN SOIL SURFACE AND TUBES. DIRECTION OF FLOW FINISHED GRADE 9'-0" MIN. WATER MAIN DRAIN OR SEWER PIPE 18 " M I N . 18 " M I N . 5' - 0 " M I N . 5' - 0 " M I N . WATER MAIN 9'-0" MIN. OVER SEWER OR DRAIN UNDER SEWER OR DRAIN PIPE JOINT (TYP.) NOTE: AT ALL SUBSURACE UTILITY/DRAINAGE CROSSINGS, GRAVITY SYSTEMS SHALL TAKE PRECEDENCE OVER ALL OTHER SYSTEMS. ALL OTHER SYSTEMS SHALL BE INSTALLED ABOVE OR BELOW GRAVITY SYSTEMS WITH MINIMUM REQUIRED COVER. SCALE:5 N.T.S. UTILITY CROSSING DETAIL SCALE:6 N.T.S. CONCRETE THRUST RESTRAINT FOR JOINT FITTINGS SCALE:3 N.T.S. WATER MAIN TRENCH DETAIL GATE VALVE SUPPORT BLOCK UNDER VALVE SUPPORT BLOCK UNDER SLEEVE - 2 REQUIRED SECTIONPLAN NOTES: 1.SUPPORT BLOCKS TO BE PRESSURE TREATED WOOD OR CONCRETE MASONRY BLOCK. 2.ALL TAPPING SLEEVES SHALL BE STAINLESS STEEL, MECHANICAL JOINT BY MECHANICAL JOINT. EXISTING WATER MAIN TAPPING SLEEVE SCALE:7 N.T.S. TAPPING SLEEVE AND GATE VALVE SCALE:4 N.T.S. HYDRANT AND VALVE DETAIL PAVEMENT REPLACEMENT (SEE DETAIL) SURFACE RESTORATION (SEE SPECIFICATIONS) FINISHED GRADE WATER MAIN ROCK COMPACTED CLASS "B" BACKFILL COMPACTED SELECT BACKFILL ACTUALTRENCH WIDTH(5' PAYMENT LIMIT) 12"MIN . 5'-0 " M I N . 12" MIN. CLEARANCE TO ROCK ON SIDES 12" MIN. CLEARANCE TO ROCK ON BOTTOM 2" MAX. CLEARANCE TO UNDISTURBED EARTH COVER LABELED "WATER" FINISHED GRADE FLANGE ADJUSTABLE SLIDING VALVE BOX 6" GATE VALVE 5'-0 " M I N . EDGE OF PAVEMENT OR CURB ALL JOINTS TO BE RESTRAINED 3'-0" MIN. ANCHORING TEE 2'-0" MIN. HYDRANT 6" D.I. WATER MAIN FLAT STONE OR CONCRETE BLOCK LAYER OF PVC OR FELT PROVIDE 1/2 CU. YD. OF CRUSHED STONE TO AT LEAST 6" ABOVE DRAIN HOLES 4" NOTES: 1.USE TWO 6" BENDS OR OFFSET ON LATERAL TO ACHIEVE REQUIRED HYDRANT ELEVATION IF NECESSARY. 2.ALL FIRE HYDRANTS SHALL BE DARLING B62B OPEN RIGHT. 591210", 12"2 26", 8"5 4 2 BEARING AREA AS SHOWN IN TABLE (TYP) 1'-6" MIN. TEE DETAIL (PLAN VIEW) CAP DETAIL (PLUG SIMILAR) (SECTION VIEW) BEND DETAIL (PLAN VIEW) TABLE OF CONCRETE THRUST RESTRAINT MINIMUM BEARING AREAS IN SQUARE FEET AGAINST UNDISTURBED MATERIAL FOR WATER MAIN FITTINGS 90° BENDS, TEES, CAPS AND PLUGS 45° BENDS AND WYESSIZE OF MAIN 22-1/2° BENDS 11-1/4° BENDS NOTES: 1.CONCRETE THRUST RESTRAINT SHALL ONLY BE USED WHERE OTHER MEANS OF RESTRAINT ARE NOT FEASIBLE. 2.CONTRACTOR SHALL USE CARE TO AVOID PLACEMENT OF CONCRETE ON THE FITTING JOINTS PROVIDE SADDLE FOR ALL 2" OR LARGER WATER TAPS NOTES: 1.VERTICAL SEPARATION: TOP OF THE SEWER MUST BE AT LEAST 18-INCHES BELOW THE BOTTOM OF WATER MAIN AT CROSSING. WHEN THE ELEVATION OF THE SEWER CANNOT BE VARIED TO MEET 18" SEPARATION, THE WATER MAIN SHALL BE RELOCATED TO PROVIDE THIS SEPARATION OR RE-CONSTRUCTED WITH MECHANICAL-JOINT PIPE FOR A DISTANCE OF 10 FEET ON EACH SIDE OF THE SEWER CROSSING. ONE FULL LENGTH (18 FT) OF WATER MAIN AND/OR SERVICE SHOULD BE CENTERED OVER THE SEWER CROSSING SO THAT BOTH JOINTS WILL BE AS FAR FROM THE SEWER AS POSSIBLE. 2.HORIZONTAL SEPARATION: SEWER SHALL BE LAID AT A MINIMUM OF AT LEAST 10 FEET HORIZONTALL FROM ANY EXISTING OR PROPOSED WATER MAIN AND SERVICES. 3.WHEN IT IS IMPOSSIBLE TO OBTAIN HORIZONTAL AND/OR VERTICAL SEPARATION AS STIPULATED ABOVE, BOTH THE WATER MAIN AND SEWER SHALL BE CONSTRUCTED OF MECHANICAL-JOINT CEMENT LINED DUCTILE IRON PIPE OR OTHER EQUIVALENT BASED ON WATER-TIGHTNESS AND STRUCTURAL SOUNDNESS. BOTH PIPES SHALL BE PRESSURE TESTED BY AN APPROVED METHOD TO ASSURE WATER-TIGHTNESS. C501 DETAILS Project: COPYRIGHT 2025 WESTON & SAMPSON 978.532.1900 www.westonandsampson.com 800.SAMPSON Weston & Sampson Engineers, Inc. 55 Walkers Brook Drive, Suite 100 Reading, MA 01867 SALEM STATE SOUTH CAMPUS REDEVELOPMENT AVALON SALEM 8 HARRISON ROAD SALEM, MA 01970 Client: Seal: Revisions: No. Date Description COA: Issued For: Drawing Title: Sheet Number: Scale: W&S File No.: W&S Project No.: Approved By: Date: Reviewed By: Drawn By: COPYRIGHT © 2025 BY WESTON & SAMPSON THIS DRAWING HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE CLIENT & PROJECT NAME LISTED ON THIS DRAWING ONLY. REPRODUCTION, RELEASE OF UTILIZATION OF THE DRAWING CONTENT BY OTHER CLIENTS / FIRMS AND ON OTHER PROJECTS IS PROHIBITED BY LAY. WESTON & SAMPSON RETAINS THE EXCLUSIVE USE OF THE INTELLECTUAL PROPERTY CONTAINED HEREIN. JANUARY 8, 2026 AS SHOWN DKE, WEB MJY JMJ ENG22-1227 AVALONBAY COMMUNITIES, INC. 600 ATLANTIC AVENUE, 20TH FLOOR BOSTON, MA 02210 PERMITTING (NOT FOR CONSTRUCTION) DRAFT 1 04-07-26 PERMITTING 2 04-20-26 PERMITTING SCALE:4 N.T.S. GAS TRENCH DETAIL 2'-0" FINISH GRADE SAND BORROW 6" MIN. 6" MIN. 2'-0" MIN.2'-6" OR PER GAS COMPANY REQUIREMENT TRACER TAPE GAS LINE PROVIDED & INSTALLED BY UTILITY COMPANY FROM STREET TO METER TRENCH BACKFILL (SEE NOTE) 2'-6" MIN. 6" MIN. 6" MIN. 6" MIN. FINISH GRADE CONDUIT SIZE AND QUANTITY VARY NOTE: 1.GENERAL CONTRACTOR IS RESPONSIBLE FOR EXCAVATION & BACKFILL FOR ELECTRIC/COMMUNICATION CONDUIT. ELECTRICAL CONTRACTOR SHALL PROVIDE & INSTALL CONDUITS & SPACERS. 2.REFER TO ELECTRICAL PLANS FOR CONDUIT QUANTITIES & LOCATIONS. 3.BACKFILL MATERIAL ABOVE PIPE BEDDING ZONE SHALL BE IN ACCORDANCE WITH SPEC. SECT. 02300. TRACER TAPE SCALE:3 N.T.S. ELECTRIC/COMMUNICATION CONDUIT TRENCH DETAIL 6" MIN. TRENCH BACKFILL (SEE NOTE 3) SCALE:6 N.T.S. SEWER TRENCH DETAIL SCALE:1 N.T.S. MANHOLE SEAL DETAILS MI N . 6" -+ DE P T H A S R E Q U I R E D 6" UNDISTURBED MATERIAL COMPACTED CRUSHED STONE CONCRETE SUPPORT 30" DIA. 6" THICK REQUIRED UNLESS OTHERWISE SLOPE 0.01 FT./FT. 6" PVC, MIN. 45° BEND BACKFILL SELECT MIN. 12" 6" PVC RISER 6" PVC PLUG FINISHED GRADE CLEANOUT WITH 15" COVER 12" SCALE:2 N.T.S. CLEANOUT DETECTABLE TRACER TAPE SCALE:5 N.T.S. SEWER MANHOLE FRAMES AND COVERS C502 DETAILS Project: COPYRIGHT 2025 WESTON & SAMPSON 978.532.1900 www.westonandsampson.com 800.SAMPSON Weston & Sampson Engineers, Inc. 55 Walkers Brook Drive, Suite 100 Reading, MA 01867 SALEM STATE SOUTH CAMPUS REDEVELOPMENT AVALON SALEM 8 HARRISON ROAD SALEM, MA 01970 Client: Seal: Revisions: No. Date Description COA: Issued For: Drawing Title: Sheet Number: Scale: W&S File No.: W&S Project No.: Approved By: Date: Reviewed By: Drawn By: COPYRIGHT © 2025 BY WESTON & SAMPSON THIS DRAWING HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE CLIENT & PROJECT NAME LISTED ON THIS DRAWING ONLY. REPRODUCTION, RELEASE OF UTILIZATION OF THE DRAWING CONTENT BY OTHER CLIENTS / FIRMS AND ON OTHER PROJECTS IS PROHIBITED BY LAY. WESTON & SAMPSON RETAINS THE EXCLUSIVE USE OF THE INTELLECTUAL PROPERTY CONTAINED HEREIN. JANUARY 8, 2026 AS SHOWN DKE, WEB MJY JMJ ENG22-1227 AVALONBAY COMMUNITIES, INC. 600 ATLANTIC AVENUE, 20TH FLOOR BOSTON, MA 02210 PERMITTING (NOT FOR CONSTRUCTION) DRAFT 1 04-07-26 PERMITTING 2 04-20-26 PERMITTING CROSS SECTION MANUFACTURER NOTES: 1. 25 SERIES MODULE USED FOR ILLUSTRATION PURPOSES ONLY, DEBRIS ROW CAN BE INSTALLED IN EITHER MODULE CONFIGURATION. 2. REFERENCE CURRENT INSTALLATION INSTRUCTIONS FOR PROPER INSTALLATION PRACTICES. 3. CONCRETE COLLAR REQUIRED AROUND ACCESS BOXES TO MEET HS-20 AND HS-25 LOAD RATING (DESIGN BY ENGINEER OF RECORD). NOTES: 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 2. DO NOT SCALE DRAWING. 3. THIS DRAWING IS INTENDED FOR USE BY ARCHITECTS, ENGINEERS, CONTRACTORS, CONSULTANTS AND DESIGN PROFESSIONALS FOR PLANNING PURPOSES ONLY. THIS DRAWING MAY NOT BE USED FOR CONSTRUCTION. 4. ALL INFORMATION CONTAINED HEREIN WAS CURRENT AT THE TIME OF DEVELOPMENT BUT MUST BE REVIEWED AND APPROVED BY THE PRODUCT MANUFACTURER TO BE CONSIDERED ACCURATE. 5. CONTRACTOR'S NOTE: FOR PRODUCT AND COMPANY INFORMATION VISIT www.CADdetails.com/info AND ENTER REFERENCE NUMBER C500.dwg SURFACE GRATE CONCRETE COLLAR 10" (254.0 MM) RISER SURFACE GRATE CONCRETE COLLAR 6" (152.4 MM) RISER INFLUENT PIPE FLEXIBLE SADDLE" CONNECTION NOTE: GEOTEXTILE HEIGHT BASED ON HYDROGRAPH ELEVATION OF SELECTED STORM OR MINIMUM 12" (304.8 MM), WHICHEVER IS GREATER, AND CONNECTED TO PANEL WITH ZIP-TIES. COLLECTED DEBRIS BUILD-UP (SHOWN FOR CLARITY) STORMTANK® MODULE GEOTEXTILE FABRIC AROUND PERIMETER OF DEBRIS ROW DEBRIS ROW PERIMETER SIDE PANELS ADDITIONAL INTERIOR DEBRIS ROW SIDE PANELS GEOTEXTILE FABRIC - SECURED TO SIDE PANELS WITH ZIP TIES - HEIGHT BASED ON TREATMENT DESIGN EVENT GEOTEXTILE FABRIC BETWEEN STONE AND MODULE EXTERIOR SIDE PANELS RISER PIPE (BY OTHERS) INLET PIPE FLEXIBLE SADDLE PORT RISER PIPE (BY OTHERS) FLEXIBLE COUPLING OBSERVATION PORT DEBRIS ROW UNITS ISOMETRIC NOTES: 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 2. DO NOT SCALE DRAWING. 3. THIS DRAWING IS INTENDED FOR USE BY ARCHITECTS, ENGINEERS, CONTRACTORS, CONSULTANTS AND DESIGN PROFESSIONALS FOR PLANNING PURPOSES ONLY. THIS DRAWING MAY NOT BE USED FOR CONSTRUCTION. 4. ALL INFORMATION CONTAINED HEREIN WAS CURRENT AT THE TIME OF DEVELOPMENT BUT MUST BE REVIEWED AND APPROVED BY THE PRODUCT MANUFACTURER TO BE CONSIDERED ACCURATE. 5. CONTRACTOR'S NOTE: FOR PRODUCT AND COMPANY INFORMATION VISIT www.CADdetails.com/info AND ENTER REFERENCE NUMBER 4907-005. 9" (2 2 9 MM ) MI N . 9" (2 2 9 MM ) MI N . 8 13/16" (224 MM)8 13/16" (224 MM) SIDE PANEL ONCE REMOVED STEP 1: REMOVE THE SIDE PANEL FROM MODULE AND PLACE ON FLAT SURFACE. LAYOUT AND CUT OPENING INTO SIDE PANEL FOR INLET/OUTLET PORT CONNECTION. REFER TO DIMENSIONS BELOW FOR OPENING PLACEMENT AND SEE TABLE BELOW FOR OPENING SIZE. PORT SIZE 12" (305 MM) 14" (356 MM) OPEN SIZE 13.75" (349 MM) 15" (381 MM) OPENING IS SHOWN VERTICALLY CENTERED FOR VISUAL CLARITY. PART MUST BE INSTALLED HORIZONTALLY CENTERED STEP 2: INSERT THE SHORT SIDE OF THE BRENTWOOD INLET/OUTLET PORT THROUGH THE OPENING IN THE SIDE PANEL, PLACING THE MOUNTING PLATE AGAINST THE SIDE PANEL. DRILL HOLES THROUGH THE SIDE PANEL USING THE PRE-DRILLED HOLES IN THE INLET/OUTLET PORT MOUNTING PLATE. ATTACH THE PLATE TO THE PANEL WITH NYLON ZIP TIES (MIN. 50 LB. (222N) TENSILE STRENGTH. PULL TIE UNTIL TIGHT. STEP 3: WRAP SPECIFIED GEOTEXTILE FABRIC AROUND THE ENTIRE INSTALLATION OF STORMTANK MODULES (REFERENCE BRENTWOOD DOCUMENT "SITE PREPARATION AND INSTALLATION INSTRUCTIONS"). CUT "X" INTO GEOTEXTILE FABRIC AT PIPE LOCATION AND PEEL EDGES OUT. CONNECT GEOTEXTILE FABRIC TO THE PORT WITH SS BANDING, WATER RESISTANT TAP OR NYLON ZIP TIE. OPENING FOR INLET/ OUTLET PORT SLEEVE SIDE PANEL 17 5/8" (448 MM) TABLE A: INLET/OUTLET PORT DIMENSION SEAL FABRIC TO INLET/OUTLET PORT WITH SS BANDING, WATER RESISTANT TAPE OR NYLON ZIP TIE. (BY OTHERS) NON-WOVEN GEOTEXTILE FABRIC (PROPEX GEOTEX 601 OR APPROVED) NYLON ZIP TIES IN FOUR CORNERS (MIN. 50 LB [220N] TENSILE STRENGTH) DRILL 3/8" (10 MM) DIAMETER HOLE INTO SIDE PANEL THROUGH PRE-DRILLED HOLES IN MOUNTING PLATE DETAIL "A" INLET/OUTLET PORT "A" MANUFACTURER NOTES: 1. REFERENCE CURRENT INSTALLATION INSTRUCTIONS FOR PROPER INSTALLATION PRACTICES. NOTES: 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 2. DO NOT SCALE DRAWING. 3. THIS DRAWING IS INTENDED FOR USE BY ARCHITECTS, ENGINEERS, CONTRACTORS, CONSULTANTS AND DESIGN PROFESSIONALS FOR PLANNING PURPOSES ONLY. THIS DRAWING MAY NOT BE USED FOR CONSTRUCTION. 4. ALL INFORMATION CONTAINED HEREIN WAS CURRENT AT THE TIME OF DEVELOPMENT BUT MUST BE REVIEWED AND APPROVED BY THE PRODUCT MANUFACTURER TO BE CONSIDERED ACCURATE. 5. CONTRACTOR'S NOTE: FOR PRODUCT AND COMPANY INFORMATION VISIT www.CADdetails.com/info AND ENTER REFERENCE NUMBER C500.dwg BRENTWOOD OBSERVATION PORT WITH LONG END INTO MODULE RIGID COUPLING (BY OTHERS) MAXIMUM OPENING IN MODULES TO MATCH PIPE O.D. FLEXIBLE COUPLING RISER PIPE (BY OTHERS) SURFACE GRATE FINISHED SURFACE CONCRETE RING (DESIGNED BY OTHERS) FLEXIBLE COUPLING BRENTWOOD OBSERVATION PORT WITH LONG END INTO MODULE RISER PIPE (BY OTHERS) SURFACE GRATEFINISHED SURFACE CONCRETE RING (DESIGNED BY OTHERS) FLEXIBLE COUPLING BRENTWOOD OBSERVATION PORT WITH LONG END INTO MODULE RISER PIPE (BY OTHERS) SURFACE GRATE CONCRETE RING (DESIGNED BY OTHERS) SINGLE STACK DETAIL (20 SERIES) SINGLE STACK DETAIL (25 SERIES) DOUBLE STACK DETAIL (25 SERIES) FINISHED SURFACE NOTES: 1.SIDE PANELS TO BE INSTALLED ALONG SYSTEM PERIMETER, UNLESS OTHERWISE SPECIFIED. 2.ALL HEIGHTS TO BE CUT FROM A 36" (914 MM) SIDE PANEL AT PRE-SCRIBED LOCATIONS. 3. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. DO NOT SCALE DRAWING. 5. THIS DRAWING IS INTENDED FOR USE BY ARCHITECTS, ENGINEERS, CONTRACTORS, CONSULTANTS AND DESIGN PROFESSIONALS FOR PLANNING PURPOSES ONLY. THIS DRAWING MAY NOT BE USED FOR CONSTRUCTION. 6. ALL INFORMATION CONTAINED HEREIN WAS CURRENT AT THE TIME OF DEVELOPMENT BUT MUST BE REVIEWED AND APPROVED BY THE PRODUCT MANUFACTURER TO BE CONSIDERED ACCURATE. 7. CONTRACTOR'S NOTE: FOR PRODUCT AND COMPANY INFORMATION VISIT www.CADdetails.com/info AND ENTER REFERENCE NUMBER 4907-017. 18" (457 MM) SIDE PANEL 24" (610 MM) SIDE PANEL 30" (762 MM) SIDE PANEL 36" (914 MM) SIDE PANEL 1' - 4 " (4 0 6 M M ) 1' - 1 0 " (5 5 9 M M ) 2' - 4 " (7 1 1 M M ) 2' - 1 0 " " (8 6 4 M M ) 1'-6" (457 MM) 1'-6" (457 MM) 1'-6" (457 MM) 1'-6" (457 MM) MANUFACTURER NOTES: 1. REFERENCE CURRENT INSTALLATION INSTRUCTIONS FOR PROPER INSTALLATION PRACTICES. 2. INFLUENT AND EFFLUENT ORIFICE CONFIGURATIONS MAY VARY. ROUND, SQUARE, RECTANGULAR AND MULTI-STAGE ARE ACCEPTABLE, AS LONG AS MEETING DIMENSION AND LOCATION REQUIREMENTS. 3. IF OPENING IS GREATER THAN AS PERMITTED IN THE TABLE ABOVE, THE CONNECTION WILL NEED SPLIT INTO A MANIFOLD. NOTES: 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 2. DO NOT SCALE DRAWING. 3. THIS DRAWING IS INTENDED FOR USE BY ARCHITECTS, ENGINEERS, CONTRACTORS, CONSULTANTS AND DESIGN PROFESSIONALS FOR PLANNING PURPOSES ONLY. THIS DRAWING MAY NOT BE USED FOR CONSTRUCTION. 4. ALL INFORMATION CONTAINED HEREIN WAS CURRENT AT THE TIME OF DEVELOPMENT BUT MUST BE REVIEWED AND APPROVED BY THE PRODUCT MANUFACTURER TO BE CONSIDERED ACCURATE. 5. CONTRACTOR'S NOTE: FOR PRODUCT AND COMPANY INFORMATION VISIT www.CADdetails.com/info AND ENTER REFERENCE NUMBER C500.dwg DIMENSION TABLE MODULE 20 SERIES MAX. OPENING HEIGHT (MM) SINGLE PANEL MAX. OPENING WIDTH (MM) DOUBLE PANEL MAX. OPENING WIDTH (MM) -- 2018 2024 -- -- 2036 MODULE 20 SERIES 2512 2518 2524 2530 2533 2536 6" (152.4) 12" (304.8) 18" (457.2) 24" (609.6) 27" (685.8) 30" (762.0) 15" (381.0) 15" (381.0) 15" (381.0) 15" (381.0) 15" (381.0) 15" (381.0) 30" (762.0) 30" (762.0) 30" (762.0) 30" (762.0) 30" (762.0) 30" (762.0) TRACE OUTLINE OF PIPED TO BE INSTALLED SIDE PANEL WIDTH 3 " ( 7 6 . 2 0 M M ) MI N . 3 " ( 7 6 . 2 0 M M ) MI N . OPENING FOR PIPE INSTALLATION SIDE PANELS AFTER REMOVAL TRACE OUTLINE OF PIPED TO BE INSTALLED SIDE PANEL SIDE PANEL INLET PIPE (SEE DETAIL) 1.5" MAX.TOP PLATEN SIDE PANEL INLET PIPE (BY OTHERS) COLUMN STEP 2 REMOVE SIDE PANELS FROM MODULES AND CUT OPENING HEIGHT STEP 1 LOCATE AND MARK OPENING STEP 2 INSERT PIPE (SLIP FIT) AND SECURE GEOTEXTILE FABRIC STEP 3 REINSTALL SIDE PANEL DETAIL FRONT VIEW MANUFACTURER NOTES: 1. REFERENCE CURRENT INSTALLATION INSTRUCTIONS FOR PROPER INSTALLATION PRACTICES. NOTES: 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 2. DO NOT SCALE DRAWING. 3. THIS DRAWING IS INTENDED FOR USE BY ARCHITECTS, ENGINEERS, CONTRACTORS, CONSULTANTS AND DESIGN PROFESSIONALS FOR PLANNING PURPOSES ONLY. THIS DRAWING MAY NOT BE USED FOR CONSTRUCTION. 4. ALL INFORMATION CONTAINED HEREIN WAS CURRENT AT THE TIME OF DEVELOPMENT BUT MUST BE REVIEWED AND APPROVED BY THE PRODUCT MANUFACTURER TO BE CONSIDERED ACCURATE. 5. CONTRACTOR'S NOTE: FOR PRODUCT AND COMPANY INFORMATION VISIT www.CADdetails.com/info AND ENTER REFERENCE NUMBER C500.dwg 36.0" (914.4 MM) 18 . 0 " (4 5 7 . 2 M M ) HE I G H T MODEL 2512 2518 2524 2530 2533 2536 HEIGHT (MM) 12" (304.8) 18" (457.2) 24" (609.6) 30" (762.0) 33" (838.2) 36" (914.4) CAPACITY (M³) 4.216 CF (0.1194) 6.436 CF (0.1824) 8.656 CF (0.2454) 10.876 CF (0.3084) 11.986 CF (0.3399) 13.096 CF (0.3714) NOMINAL VOID 93.70% 95.50% 96.00% 96.50% 96.90% 97.00% 25 SERIES MODULE NOMINAL WEIGHT (KG) 17.56 LBS. (7.965) 22.70 LBS. (10.29) 26.30 LBS. (11.92) 29.50 LBS. (13.38) 29.82 LBS. (13.53) 33.10 LBS. (15.01) SIDE VIEWTOP VIEWISOMETRIC VIEW - SIDE PANELS TO BE INSTALLED ALONG SYSTEM PERIMETER, UNLESS OTHERWISE SPECIFIED. - ALL HEIGHTS TO BE CUT FROM A 36" (914.4 MM) SIDE PANEL AT PRE-SCRIBED LOCATIONS, EXCEPT 33" (838.2 MM) & 12" (304.8 MM) SIDE PANEL. 18" (457.2 MM) SIDE PANEL 24" (609.6 MM) SIDE PANEL 30" (762.0 MM) SIDE PANEL 36" (914.4 MM) SIDE PANEL33" (838.2 MM) SIDE PANEL 12" (304.8 MM) SIDE PANEL 10 " (2 5 4 . 0 M M ) 1'-6" (457.2 MM) 1'-6" (457.2 MM) 1' - 4 " (4 0 6 . 4 M M ) 1'-6" (457.2 MM) 1' - 1 0 " (5 5 8 . 8 M M ) 1'-6" (457.2 MM)1'-6" (457.2 MM)1'-6" (457.2 MM) 2' - 4 " (7 1 1 . 2 M M ) 2' - 7 " (7 8 7 . 4 M M ) 2' - 1 0 " (8 6 3 . 6 M M ) SCALE:1 N.T.S. STORMTANK 25 SERIES DETAIL SCALE:2 N.T.S. STORMTANK DEBRIS ROW DETAIL SCALE:3 N.T.S. STORMTANK INLET & OUTLET PORT DETAIL SCALE:4 N.T.S. STORMTANK OBSERVATION PORT DETAIL SCALE:5 N.T.S. STORMTANK SIDE PANEL DETAIL SCALE:6 N.T.S. STORMTANK SMALL DIAMETER PLASTIC PIPE CONNECTION DETAIL C503 DETAILS Project: COPYRIGHT 2025 WESTON & SAMPSON 978.532.1900 www.westonandsampson.com 800.SAMPSON Weston & Sampson Engineers, Inc. 55 Walkers Brook Drive, Suite 100 Reading, MA 01867 SALEM STATE SOUTH CAMPUS REDEVELOPMENT AVALON SALEM 8 HARRISON ROAD SALEM, MA 01970 Client: Seal: Revisions: No. Date Description COA: Issued For: Drawing Title: Sheet Number: Scale: W&S File No.: W&S Project No.: Approved By: Date: Reviewed By: Drawn By: COPYRIGHT © 2025 BY WESTON & SAMPSON THIS DRAWING HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE CLIENT & PROJECT NAME LISTED ON THIS DRAWING ONLY. REPRODUCTION, RELEASE OF UTILIZATION OF THE DRAWING CONTENT BY OTHER CLIENTS / FIRMS AND ON OTHER PROJECTS IS PROHIBITED BY LAY. WESTON & SAMPSON RETAINS THE EXCLUSIVE USE OF THE INTELLECTUAL PROPERTY CONTAINED HEREIN. JANUARY 8, 2026 AS SHOWN DKE, WEB MJY JMJ ENG22-1227 AVALONBAY COMMUNITIES, INC. 600 ATLANTIC AVENUE, 20TH FLOOR BOSTON, MA 02210 PERMITTING (NOT FOR CONSTRUCTION) DRAFT 1 04-07-26 PERMITTING 2 04-20-26 PERMITTING BLDG. FACE FINISH GRADE S=1% MIN. CONNECT TO PERIMETER DRAIN OR STORMWATER SYSTEM. (SEE PLAN) PROP DOWNSPOUT PER ARCHITECT SCALE:6 N.T.S. GUTTER DOWNSPOUT CONNECTION DETAIL (EXTERNAL) PVC PIPE NOTE: 1.DOWNSPOUT DETAIL IS TYPICAL FOR ALL BUILDING GUTTER DOWNSPOUTS. 2.REFER TO ARCHITECTURAL PLANS FOR EXACT QUANTITY & LOCATION. 3.COORDINATE WITH CIVIL SITE PLANS FOR CONNECTIONS TO STORM SYSTEM. 4.DOWNSPOUT ADAPTER SHALL BE MANUFACTURED BY J.R. HOE AND SONS, NEENAH FOUNDRY, PIEDMONT MANUFACTURING OR APPROVED EQUAL. PVC ROOF DRAIN PIPE, LENGTH AND SIZE VARIES SEE PLAN MIN. 2' OF COVER. RUBBER ADAPTOR CONNECTION CLEANOUT WITH NEOPRENE GASKET, WITH STAINLESS STEEL TAMPER-PROOF SCREW (2) SCALE:3 N.T.S. AREA DRAIN SCALE:5 N.T.S. AREA DRAIN GRATE (5) ADAPTER ANGLES VARIABLE 0° - 360° ACCORDING TO PLANS (3) VARIABLE SUMP DEPTH ACCORDING TO PLANS (10" MIN. BASED ON MANUFACTURING REQ.) 6" MIN MINIMUM PIPE BURIAL DEPTH PER PIPE MANUFACTURER RECOMMENDATION (MIN. MANUFACTURING REQ. SAME AS MIN. SUMP) (3) VARIABLE INVERT HEIGHTS AVAILABLE (ACCORDING TO PLANS/TAKE OFF) WATERTIGHT JOINT (CORRUGATED HDPE SHOWN) 1 - GRATES/SOLID COVER SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05. 2 - FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05. 3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS. RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING RESTRICTIONS. SEE DRAWING NO. 7001-110-065. 4 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ASTM D3212 FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL), N-12 HP, & PVC SEWER (4" - 24"). 5 - ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0° TO 360°. TO DETERMINE MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO. 7001-110-012. THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. (4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE: 4" - 30" FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL, ADS/HANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35), PVC DWV (EX: SCH 40), PVC C900/C905, CORRUGATED & RIBBED PVC (1, 2) INTEGRATED DUCTILE IRON GRATE TO MATCH BASIN O.D. NOTE: AREA DRAINS 1-9 SHALL BE 8" DIAMETER WITH DOME GRATE INLETS. AREA DRAIN 10 SHALL BE 8" DIAMETER WITH BRONZE GRATE. SEE DETAIL ON SHEET C505 FOR INLET TYPE FOR AREA DRAINS 11-15. SEE DRAINAGE SCHEDULE ON SHEET C104. APPROX. DRAIN AREA = 53.24 SQ IN APPROX. WEIGHT = 4.94 LBS DIMENSIONS ARE FOR REFERENCE ONLY; SEE MANUFACTURERS SPECIFICATIONS ACTUAL DIMENSIONS MAY VARY DIMENSIONS ARE IN INCHES QUALITY: MATERIALS SHALL CONFORM TO ASTM A536 GRADE 70-50-05 PAINT: CASTINGS ARE FURNISHED WITH A BLACK PAINT LOCKING DEVICE AVAILABLE UPON REQUEST A A Ø8.96 4.00 SECTION A-A SCALE:4 N.T.S. DRAINAGE TRENCH DETAIL PIPE O.D. + 2'-0" 6" MIN. PROP. PIPE GRADE PIPE BEDDING MATERIAL TO MATCH PROPOSED SLOPE OF PIPE SURFACE SUBBASE TRENCH BACKFILL (SEE NOTE) TRACER TAPE NOTE: BACKFILL MATERIAL ABOVE PIPE BEDDING ZONE SHALL BE IN ACCORDANCE WITH SPEC. SECT. 02300. .75 1.50 .50 Ø9.25 DIMENSIONS ARE FOR REFERENCE ONLY ACTUAL DIMENSIONS MAY VARY DIMENSIONS ARE IN INCHES GRATE HAS LIGHT DUTY RATING SIZE OF OPENING MEETS REQUIREMENTS OF AMERICAN DISABILITY ACT AS STATED IN FEDERAL REGISTER PART III, DEPARTMENT OF JUSTICE, 28 CFR PART 36. LOCKING DEVICE AVAILABLE UPON REQUEST NOTE: AREA DRAIN GRATES SHALL BE EQUIPPED WITH A LOCKING MECHANISM TO PREVENT ACCESS INTO AREA DRAINS. NOTE: AREA DRAIN GRATES SHALL BE EQUIPPED WITH A LOCKING MECHANISM TO PREVENT ACCESS INTO AREA DRAINS. 6 - AREA DRAIN GRATE TO HAVE LOCKING MECHANISM SCALE:1 N.T.S. BROW DITCH DETAIL MANUFACTURER NOTES: 1. REFERENCE CURRENT INSTALLATION INSTRUCTIONS FOR PROPER INSTALLATION PRACTICES. NOTES: 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 2. DO NOT SCALE DRAWING. 3. THIS DRAWING IS INTENDED FOR USE BY ARCHITECTS, ENGINEERS, CONTRACTORS, CONSULTANTS AND DESIGN PROFESSIONALS FOR PLANNING PURPOSES ONLY. THIS DRAWING MAY NOT BE USED FOR CONSTRUCTION. 4. ALL INFORMATION CONTAINED HEREIN WAS CURRENT AT THE TIME OF DEVELOPMENT BUT MUST BE REVIEWED AND APPROVED BY THE PRODUCT MANUFACTURER TO BE CONSIDERED ACCURATE. 5. CONTRACTOR'S NOTE: FOR PRODUCT AND COMPANY INFORMATION VISIT www.CADdetails.com/info AND ENTER REFERENCE NUMBER C500.dwg SINGLE STACK DETAIL 3/4" (19.05 MM) ANGULAR STONE STORMTANK® MODULES ENGINEER OF RECORD RESPONSIBLE FOR ENSURING SUBGRADE SOILS MEET BEARING AND SETTLING REQUIREMENTS MIN. 1'-0" (309.57 MM) 6 OZ. NON-WOVEN GEOTEXTILE (OR EQUAL) SURROUNDING MODULES AND STONE/SOIL INTERFACE DE P T H S P E C I F I E D B Y EN G I N E E R O F R E C O R D 4" ( 1 0 1 . 6 0 M M ) M I N . MI N . 1 ' - 0 " (3 0 4 . 8 0 M M ) MI N . 2 ' - 0 " ( 6 0 9 . 6 0 M M ) MA X . 1 1 ' - 0 " (3 . 3 5 3 M ) SUITABLE COMPACTABLE FILL (AS NECESSARY - DESIGN BY ENGINEER OF RECORD) FINISHED IMPERVIOUS SURFACE (DESIGN BY ENGINEER OF RECORD) VEGETATED AREA TO BE DESIGNED WITH ADEQUATE COMPACTED FILL FOR DESIGNED LOAD RATING (DESIGN BY ENGINEER OF RECORD) SCALE:2 N.T.S. STORMTANK SINGLE-STACK INFILTRATION BASIN DETAIL MANUFACTURER NOTES: 1. REFERENCE CURRENT INSTALLATION INSTRUCTIONS FOR PROPER INSTALLATION PRACTICES. 2. INFLUENT AND EFFLUENT ORIFICE CONFIGURATIONS MAY VARY. ROUND, SQUARE, RECTANGULAR AND MULTI-STAGE ARE ACCEPTABLE, AS LONG AS MEETING DIMENSION AND LOCATION REQUIREMENTS. 3. IF OPENING IS GREATER THAN AS PERMITTED IN THE TABLE ABOVE, THE CONNECTION WILL NEED SPLIT INTO A MANIFOLD. NOTES: 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 2. DO NOT SCALE DRAWING. 3. THIS DRAWING IS INTENDED FOR USE BY ARCHITECTS, ENGINEERS, CONTRACTORS, CONSULTANTS AND DESIGN PROFESSIONALS FOR PLANNING PURPOSES ONLY. THIS DRAWING MAY NOT BE USED FOR CONSTRUCTION. 4. ALL INFORMATION CONTAINED HEREIN WAS CURRENT AT THE TIME OF DEVELOPMENT BUT MUST BE REVIEWED AND APPROVED BY THE PRODUCT MANUFACTURER TO BE CONSIDERED ACCURATE. 5. CONTRACTOR'S NOTE: FOR PRODUCT AND COMPANY INFORMATION VISIT www.CADdetails.com/info AND ENTER REFERENCE NUMBER C500.dwg DIMENSION TABLE MODULE 20 SERIES MAX. OPENING HEIGHT (MM) SINGLE PANEL MAX. OPENING WIDTH (MM) DOUBLE PANEL MAX. OPENING WIDTH (MM) -- 2018 2024 -- -- 2036 MODULE 20 SERIES 2512 2518 2524 2530 2533 2536 6" (152.4) 12" (304.8) 18" (457.2) 24" (609.6) 27" (685.8) 30" (762.0) 15" (381.0) 15" (381.0) 15" (381.0) 15" (381.0) 15" (381.0) 15" (381.0) 30" (762.0) 30" (762.0) 30" (762.0) 30" (762.0) 30" (762.0) 30" (762.0) 1.5" MAX.TOP PLATEN SIDE PANEL INLET PIPE (BY OTHERS) COLUMN DETAIL SIDE PANEL TRACE OUTLINE OF PIPED TO BE INSTALLED WIDTH 3" ( 7 6 . 2 0 M M ) MI N . 3" ( 7 6 . 2 0 M M ) MI N . OPENING FOR PIPE INSTALLATION SIDE PANELS AFTER REMOVAL STEP 1 LOCATE AND MARK OPENING STEP 2 REMOVE SIDE PANELS FROM MODULES AND CUT OPENING STEP 3 REINSTALL SIDE PANEL STEP 2 INSERT PIPE (SLIP FIT) AND SECURE GEOTEXTILE FABRIC SCALE:7 N.T.S. STORMTANK LARGE DIAMETER PLASTIC PIPE CONNECTION DETAIL C504 DETAILS Project: COPYRIGHT 2025 WESTON & SAMPSON 978.532.1900 www.westonandsampson.com 800.SAMPSON Weston & Sampson Engineers, Inc. 55 Walkers Brook Drive, Suite 100 Reading, MA 01867 SALEM STATE SOUTH CAMPUS REDEVELOPMENT AVALON SALEM 8 HARRISON ROAD SALEM, MA 01970 Client: Seal: Revisions: No. Date Description COA: Issued For: Drawing Title: Sheet Number: Scale: W&S File No.: W&S Project No.: Approved By: Date: Reviewed By: Drawn By: COPYRIGHT © 2025 BY WESTON & SAMPSON THIS DRAWING HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE CLIENT & PROJECT NAME LISTED ON THIS DRAWING ONLY. REPRODUCTION, RELEASE OF UTILIZATION OF THE DRAWING CONTENT BY OTHER CLIENTS / FIRMS AND ON OTHER PROJECTS IS PROHIBITED BY LAY. WESTON & SAMPSON RETAINS THE EXCLUSIVE USE OF THE INTELLECTUAL PROPERTY CONTAINED HEREIN. JANUARY 8, 2026 AS SHOWN DKE, WEB MJY JMJ ENG22-1227 AVALONBAY COMMUNITIES, INC. 600 ATLANTIC AVENUE, 20TH FLOOR BOSTON, MA 02210 PERMITTING (NOT FOR CONSTRUCTION) DRAFT 1 04-07-26 PERMITTING 2 04-20-26 PERMITTING 0.8XD 5" MIN. MI N . 6" UNDISTURBED MATERIAL 6" MIN. PA Y M E N T L I M I T F O R M A N H O L E W A L L S A N D C O N E S MORTAR ALL AROUND REINFORCING STEEL (TYP) LE N G T H S (T Y P ) 12 " X X X X X X X X X X X X X X X X X X X X X X X X X X 8" MIN. 4'-0" DIA. BRICK MASONRY INVERT CONCRETE FILL 6" I N C R E M E N T S 2' T O 5 ' I N CO M B I N A T I O N O F 1, 2 , 3 O R 4 ' 5" MIN. 2'-0" UNLESS OTHERWISE INDICATED ADJUST TO REQUIRED GRADE WITH A MIN. OF ONE COURSE AND A MAX. OF FIVE COURSES OF BRICK MASONRY OR REINFORCED CONC. GRADING RINGS, ALL BRICKS TO BE LAID AS HEADERS MANHOLE FRAME & COVER , SEE SPEC'S FINISHED GRADE , SEE PLAN MANHOLE STEPS SEE SPEC'S PRECAST CONCRETE MANHOLE RISER BUTYL RUBBER JOINT SEALANT (TYP) ANTI-FLOTATION COLLAR; WHERE GROUNDWATER ENCOUNTERED, BOUYANCY CALUCATION MAY BE REQUIRED TO DETERMINE IF ANTI-FLOTATION COLLAR WILL BE REQUIRED. MANHOLE SEAL SEE DETAIL TYP. STUB WITH PLUG PRECAST CONCRETE MANHOLE CONE PRECAST CONCRETE MANHOLE BASE 1" WASH (TYP) NOTES 1.5'-0"DIAMETER FOR ALL MANHOLE DEPTHS GREATER THAN 20 FEET OR WHEN REQUESTED BY THE ENGINEER. 2.6" MIN. WALL THICKNESS AND 7 INCH MIN. BASE THICKNESS WITH 5'-0" DIAMETER MANHOLES. 3.6 INCH LIP OPTIONAL UNLESS OTHERWISE NOTED. 4.CONCRETE INVERT AND SHELF MAY BE SUBSTITUTED IN STORM DRAIN MANHOLES AS DIRECTED BY THE ENGINEER. SCALE:1 N.T.S. PRECAST CONCRETE MANHOLE SCALE:5 N.T.S. STANDARD CATCH BASIN NOTE: FOR DOUBLE CATCH BASINS, STRUCTURE SHALL BE 6' IN DIAMETER. PRECAST CONCRETE CATCH BASIN/MANHOLE RISER SECTIONS AS NECESSARY (WATERPROOFED WITH APPROVED BITUMASTIC MATERIALS) PRECAST REINFORCED CONCRETE CATCH BASIN/MANHOLE BASE SECTION BUTYL RESIN GASKET OR FILL HORIZONTAL JOINTS WITH FULL BED OF MORTAR PROVIDE KOR-N-SEAL OR APPROVED EQUAL EPDM RUBBER SEAL WITH STAINLESS STEEL BAND AND CLAMPS 4' DIAMETER 5" MIN. HDPE PIPE AS SPECIFIED (SEE PLANS FOR SIZE) 48" MINIMUM DEEP SUMP FLAT SLAB TOP (HS20-44 LOADING) THICKNESS = 8" MIN. 6" BASE OF CRUSHED STONE CAST IRON "GAS & OIL TRAP" HOOD 2'-0" PAVEMENT SEAL CATCH BASIN FRAME WITH CONCRETE MORTAR BRICKS AND MORTAR FOR ADJUSTMENT AS NEEDED CAST IRON INLET CATCH BASIN, SQUARE FRAME & GRATE. USE NEENAH FOUNDRY CO. NO. R3588-A; QUALITY WATER PRODUCTS NO. 45-600; EJ 5548Z 5520M; OR APPROVED EQUAL. 24" MIN. DIA. OPENING X CRUSHED STONE MIN. 6" MIN. 6" MIN. 6" ANTI-FLOTATION COLLAR; WHERE GROUNDWATER ENCOUNTERED, BOUYANCY CALUCATION MAY BE REQUIRED TO DETERMINE IF ANTI-FLOTATION COLLAR WILL BE REQUIRED. (5 ' - 0 " [ 1 5 2 4 ] M I N . ) SOLIDS STORAGE SUMP VA R I E S 1' - 3 " [ 3 8 1 ] M I N . PLAN VIEW TOP SLAB NOT SHOWN SECTION A-A 12" [305]Ø REMOVABLE DROP TEE FLOW CONTRACTOR TO GROUT TO FINISHED GRADE GRADE RINGS/RISERS (NOT PROVIDED BY CONTECH) STORMCEPTOR INSERT PERMANENT POOL ELEVATION REMOVABLE DROP TEE HANDLE 1' - 5 " [ 4 3 2 ] 1' - 8 " [ 5 0 8 ] WE I R FRAME AND GRATE (MAY VARY) NOT TO SCALE A A 4" [102]Ø OUTLET RISER 4" [102]Ø OIL INSPECTION PIPE (CAP OPTIONAL) OUTLET PIPE TOP SLAB ACCESS (SEE FRAME AND GRATE DETAIL) 48" [1219] I.D. MANHOLE STRUCTURE +/ - 9 0 ° MA X SCALE:4 N.T.S. CONTECH STORMCEPTOR STC450i DETAIL SCALE:2 N.T.S. MANHOLE FRAME & COVER ASSEMBLY DETAIL SCALE:6 N.T.S. CATCH BASIN GRATE DETAIL SCALE:3 N.T.S. CATCH BASIN FRAME DETAIL SCALE:7 N.T.S. PEA STONE DIAPHRAGM PEA STONE 3'-0" SLOPE TO DRAIN COMPACTED SUBGRADE OR UNDISTURBED GROUND 1' - 0 " FILTER FABRIC C505 DETAILS Project: COPYRIGHT 2025 WESTON & SAMPSON 978.532.1900 www.westonandsampson.com 800.SAMPSON Weston & Sampson Engineers, Inc. 55 Walkers Brook Drive, Suite 100 Reading, MA 01867 SALEM STATE SOUTH CAMPUS REDEVELOPMENT AVALON SALEM 8 HARRISON ROAD SALEM, MA 01970 Client: Seal: Revisions: No. Date Description COA: Issued For: Drawing Title: Sheet Number: Scale: W&S File No.: W&S Project No.: Approved By: Date: Reviewed By: Drawn By: COPYRIGHT © 2025 BY WESTON & SAMPSON THIS DRAWING HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE CLIENT & PROJECT NAME LISTED ON THIS DRAWING ONLY. REPRODUCTION, RELEASE OF UTILIZATION OF THE DRAWING CONTENT BY OTHER CLIENTS / FIRMS AND ON OTHER PROJECTS IS PROHIBITED BY LAY. WESTON & SAMPSON RETAINS THE EXCLUSIVE USE OF THE INTELLECTUAL PROPERTY CONTAINED HEREIN. JANUARY 8, 2026 AS SHOWN DKE, WEB MJY JMJ ENG22-1227 AVALONBAY COMMUNITIES, INC. 600 ATLANTIC AVENUE, 20TH FLOOR BOSTON, MA 02210 PERMITTING (NOT FOR CONSTRUCTION) DRAFT 1 04-07-26 PERMITTING 2 04-20-26 PERMITTING SCALE:3 N.T.S. STOP BAR DETAIL SCALE:1 N.T.S. PERMANENT TRAFFIC SIGN SUMMARY VARIES - SEE PLAN 1'-6" WHITE PAINTED PAVEMENT MARKINGS2'STOP3' 8' 8.00'18.00' 4" SINGLE PAINTED WHITE LINE HANDICAP SYMBOL (STD) (TYP) 8" WHITE GORE MARKING (3:1 @ 2' O.C.) PROP CONCRETE SIDEWALK ADA ACCESSIBLE CURB RAMP (SEE ADA ACCESSIBLE CURB RAMP DETAIL) * SEE LAYOUT & GRADING PLANS * 8.00' 8.00' SCALE:2 N.T.S. PARKING STALLS AND SYMBOLS SCALE:4 N.T.S. ADA ACCESSIBLE CURB RAMP - TYPE A 2' M I N . HIGH SIDE TRANSITION GRANITE CURB 5' MIN. WIDTH WALK (8% MAX. SLOPE) 7.5% PREFERRED 5' M I N 1.5 % TRANSITION LOW SIDE EDGE OF ROADWAY CURB GRANITE FOR DRAINAGE 'LEVEL LANDING' 1.5% MAX SLOPE WALK 1.5 % 7.5% PREFERRED (8% MAX SLOPE) GRANITE CURB FLUSH 5' x 2' MIN. DET. WARN. PANEL 2' M I N . TEXT WIDTH HEIGHT SERIES NUMERALS & LETTERSPANEL SIZE SEE MUTCD, INCLUDING STANDARD HIGHWAY SIGNS, LATEST EDITION IDENTIFI- CATION NUMBER CORNER RADII BORDER WIDTH MARGIN WIDTH NUM. IN. UPPER CASE LOWER CASE COLOR COMB. NUMBER OF SIGNS REQUIRED TOTAL AREA SQ. FT. POST SIZE AND NUMBER REQUIRED 30"30"R1-1 18.753 WHITE ON RED P5-1 3 STOP ADA ACCESSIBLE SIGNS (SEE DETAIL) SCALE:7 N.T.S. ADA ACCESSIBLE CURB RAMP - TYPE B CONCRETE PAVEMENT, TYP. SEE DETAIL VERTICAL GRANITE CURB, TYP. GRANITE TRANSITION CURB, TYP. FLUSH GRANITE CURB ADA DETECTABLE WARNING MAT. ADA SOLUTIONS "WET SET" IN FEDERAL YELLOW OR EQUAL. SEE SPECIFICATIONS BITUMINOUS CONCRETE PAVEMENT, TYP. 7' 4' MIN. S E E P L A N S VERTICAL GRANITE CURB. SEE DETAIL 2% CROSS S L O P E M A X . 8.3% M A X . 2% CROSS S L O P E M A X . CEMENT CONCRETE PAVEMENT, TYP. SEE DETAIL CEMENT CONCRETE SIDEWALK, TYP. SEE DETAIL 3' RADIUS Emb. Varies (6" Min.) SCALE:9 N.T.S. TYPICAL RETAINING WALL CROSS SECTIONSCALE:8 N.T.S. CROSSWALK PAVEMENT MARKINGS ADA SOLUTIONS "WET SET" IN FEDERAL YELLOW OR EQUAL PLAN - CROSSWALK MARKINGS CURBLINE CURBLINE 4' O . C . 12 " T Y P . 8' NOTES: 1.ALL 12" THERMOPLASTIC LINES SHALL BE APPLIED IN ONE (1) APPLICATION, NO COMBINATION OF LINES (I.E. TWO 6" LINES WILL BE ACCEPTED.) 2.LAYOUT OF CROSSWALKS SHALL BE APPROVED BY A BTD ENGINEER PRIOR TO THERMOPLASTIC BEING APPLIED. 3.ALL CROSSWALK INSTALLED SHALL CONFORM TO ALL REFLECANT PROVISIONS OF THE MASSACHUSETTS HIGHWAY DEPARTMENT 'STANDARD SPECIFICATIONS FOR HIGHWAY AND BRIDGES' DATED 1988, SECTION 860 REGARDING REFLECTORIZED PAVEMENT MARKINGS AND MATERIALS M7.01.20, LATEST REVISIONS. Xref .\DETAILS\CIP CONC PVT AND EXP JOINT.dwg 4" 4" 1/2" EXPANSION JOINT INSTALLATION NOTES: 1.DOWEL IS TYPICAL AT ALL EXPANSION JOINTS (18" O.C.) WITHIN CONCRETE PAVING AND BETWEEN NEW CONCRETE PAVING AND EXISTING CONCRETE PAVING TO REMAIN. 2.DELETE EXPANSION SLEEVE AND DOWEL WHERE JOINT ABUTS WALL, CURBS, OR OTHER VERTICAL SURFACES, UNLESS OTHERWISE NOTED. 3.EXPANSION JOINTS MAX. 25'-0" O.C. UNLESS SHOWN OTHERWISE. 4.EXPANSIONS JOINTS SHALL BE PLACED WHERE NEW CEMENT CONCRETE PAVEMENT MEETS EXISTING PAVEMENT OR WALLS TO REMAIN. 5.ALL EXPANSION JOINTS SHALL BE SAW CUT. 4" 4" 8" CAST-IN-PLACE CONCRETE PAVEMENT, TYPICAL EXPANSION JOINT, TYPICAL EXPANSION JOINT, TYP. SEE DETAIL BELOW MEDIUM BROOM FINISH CEMENT CONCRETE PAVEMENT, 4,000 PSI @ 28 DAYS COMPACTED DENSE GRADED CRUSHED STONE COMPACTED SUBGRADE SCORE JOINTS, 18" WIDE x 14" SLAB DEPTH. PATTERN AS SHOWN ON PLANS SPECIFIED SEALANT TO MIN. 12" DEPTH 12" WIDE FULL DEPTH EXPANSION JOINT WITH WATERPROOF SEALANT, SEE SPECS. 6" EXPANSION SLEEVE, WAXED TO PREVENT BONDING #6 SMOOTH DOWEL, 1'-0" LONG, 18" O.C. C.I.P. CONCRETE PAVEMENT, SEE DETAIL 4"1'-9 1/8"1'-9 1/8" WELDED WIRE MESH SCALE:6 N.T.S. CAST-IN-PLACE CONCRETE SIDEWALK SCALE:5 N.T.S. BOLLARD DETAIL C506 DETAILS Project: COPYRIGHT 2025 WESTON & SAMPSON 978.532.1900 www.westonandsampson.com 800.SAMPSON Weston & Sampson Engineers, Inc. 55 Walkers Brook Drive, Suite 100 Reading, MA 01867 SALEM STATE SOUTH CAMPUS REDEVELOPMENT AVALON SALEM 8 HARRISON ROAD SALEM, MA 01970 Client: Seal: Revisions: No. Date Description COA: Issued For: Drawing Title: Sheet Number: Scale: W&S File No.: W&S Project No.: Approved By: Date: Reviewed By: Drawn By: COPYRIGHT © 2025 BY WESTON & SAMPSON THIS DRAWING HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE CLIENT & PROJECT NAME LISTED ON THIS DRAWING ONLY. REPRODUCTION, RELEASE OF UTILIZATION OF THE DRAWING CONTENT BY OTHER CLIENTS / FIRMS AND ON OTHER PROJECTS IS PROHIBITED BY LAY. WESTON & SAMPSON RETAINS THE EXCLUSIVE USE OF THE INTELLECTUAL PROPERTY CONTAINED HEREIN. JANUARY 8, 2026 AS SHOWN DKE, WEB MJY JMJ ENG22-1227 AVALONBAY COMMUNITIES, INC. 600 ATLANTIC AVENUE, 20TH FLOOR BOSTON, MA 02210 PERMITTING (NOT FOR CONSTRUCTION) DRAFT 1 04-07-26 PERMITTING 2 04-20-26 PERMITTING NOTE: 1.LOCATE CENTER OF 6" STEEL PIPE 0.75' FROM EDGE OF PARKING. 2.ALL SIGNS TO BE CENTERED ON PARKING SPACE. 3' 3000 PSI CONCRETE 1' FINISHED GRADE PARKING HANDICAPPED VIOLATORS WILL BE FINED MIN. $116 PERMIT REQUIRED SCALE:10 N.T.S. ACCESSIBLE SIGN AND POST DETAIL VAN-ACCESSIBLE SIGN WHERE REQUIRED STEEL SIGN POST SET INTO CONCRETE 6" DIA. SCH 40 STEEL PIPE 3000 PSI CONCRETE FILL UNDISTURBED OR COMPACTED EARTH 3' O F E X P O S E D P I P E (P A I N T E D Y E L L O W ) 8" 2.0" 2.0" BITUMINOUS CONCRETE WEARING COURSE, TYP. BITUMEN TACK COAT, TYP. BITUMINOUS CONCRETE BINDER COURSE, TYP. GRAVEL BORROW EXISTING COMPACTED SUBGRADE, TYP. SCALE:3 N.T.S. VEHICULAR BITUMINOUS CONCRETE PAVEMENT DETAIL 8' M A X H E I G H T NOTES: 1.GENERAL CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION OF ALL CONCRETE PADS. 2.SEE ELECTRICAL PLANS AND DETAILS FOR TRANSFORMER AND BACKUP GENERATOR PAD DETAILS AND LOCATIONS 3.SEE LAYOUT AND GRADING PLANS FOR FINISH GRADE 4.COORDINATE WITH ALL CONTRACTORS AND ADJUST PAD LOCATIONS IN FIELD 5.SLABS 8" OR LESS IN THICKNESS SHALL HAVE ONE LAYER OF REINFORCING PLACED IN THE TOP ONE THIRD OF THE SLAB. 6.IF ROCK IS PRESENT WITHIN 12 INCHES BELOW THE BOTTOM OF SLAB ELEVATION, THE ROCK SHALL BE EXCAVATED TO A DEPTH OF 12 INCHES BELOW THE BOTTOM OF SLAB ELEVATION AND THE SUBGRADE SHALL BE RECONSTRUCTED WITH GRAVEL BORROW TO THE BOTTOM OF THE UNDERSLAB CRUSHED STONE LAYER. SCALE:4 N.T.S. CONCRETE PAD 5' M I N . H E I G H T NOTE: IF ROCK IS PRESENT WITHIN 2 FEET BELOW THE FINISHED PAVEMENT ELEVATION, THE ROCK SHALL BE EXCAVATED TO A DEPTH OF 2 FEET BELOW THE FINISHED PAVEMENT ELEVATION AND THE SUBGRADE SHALL BE RECONSTRUCTED WITH GRAVEL BORROW. DENSE GRADED CRUSHED STONE4.0" SCALE:7 N.T.S. CIP CONCRETE PAVEMENT 4" 4" 1/2" EXPANSION JOINT INSTALLATION NOTES: 1. DOWEL IS TYPICAL AT ALL EXPANSION JOINTS (25" O.C.) WITHIN CONCRETE PAVING AND BETWEEN NEW CONCRETE PAVING AND EXISTING CONCRETE PAVING TO REMAIN. 2. DELETE EXPANSION SLEEVE AND DOWEL WHERE JOINT ABUTS WALL, CURBS, OR OTHER VERTICAL SURFACES, UNLESS OTHERWISE NOTED. 3. EXPANSION JOINTS MAX. 25'-0" O.C. UNLESS SHOWN OTHERWISE. 4. EXPANSIONS JOINTS SHALL BE PLACED WHERE NEW CEMENT CONCRETE PAVEMENT MEETS EXISTING PAVEMENT OR WALLS TO REMAIN. 5. ALL SCORE JOINTS SHALL BE SAW CUT. 4"4" 4" 8" CAST-IN-PLACE CONCRETE PAVEMENT, TYPICAL EXPANSION JOINT, TYPICAL EXPANSION JOINT, TYP. SEE DETAIL MEDIUM BROOM FINISH CEMENT CONCRETE PAVEMENT, 4,000 PSI @ 28 DAYS COMPACTED DENSE GRADED CRUSHED STONE COMPACTED SUBGRADE SCORE JOINTS, 18" WIDE x 14" SLAB DEPTH. PATTERN AS SHOWN ON PLANS SPECIFIED SEALANT TO MIN. 12" DEPTH 12" WIDE FULL DEPTH EXPANSION JOINT WITH WATERPROOF SEALANT, SEE SPECS. 6" EXPANSION SLEEVE, WAXED TO PREVENT BONDING #6 SMOOTH DOWEL, 1'-0" LONG, 18" O.C. CAST-IN-PLACE CONCRETE PAVEMENT, SEE DETAIL 4"4" X X X 4 x 4 WWM ON CHAIRS, TYP. X X X XXX X FINISH GRADE, SEE PLAN FOR MATERIAL, TYP. CRUSHED STONE COMPACTED SUBGRADE 4" 4' - 0 " ( S E E N O T E 1 ) LIGHT POST, SEE ELECTRICAL SPECIFICATION BASE PLATE, SEE ELECTRICAL SPECIFICATION 4000 PSI CAST IN PLACE CONCRETE (SEE NOTE 1) S.S. ANCHOR BOLT, SEE ELECTRICAL SPECIFICATION PVC CONDUIT 1'-6" (SEE NOTE 1)1' TYP. 1- 1 / 2 " 1" CHAMFERED EDGE NOTE: 1.CONTRACTOR SHALL BE RESPONSIBLE FOR HAVING A FOUNDATION DESIGN PREPARED BY A QUALIFIED STRUCTURAL ENGINEER CONSIDERING LIGHTING MANUFACTURER REQUIREMENTS, LOCAL WIND LOADS, AND SITE SPECIFIC SOIL PARAMETERS. SCALE:9 N.T.S. PEDESTRIAN LIGHT POST FOOTING SIZE VARIES FINISH GRADE 12" 4" 4000 PSI CEMENT CONCRETE 6" CRUSHED STONE #4 @ 12", EW, T&B FOR SLABS GREATER THAN 8" THICK (SEE NOTE 6.) SCALE:1 N.T.S. TEMPORARY TRENCH PAVEMENT DETAIL SCALE:2 N.T.S. PERMANENT TRENCH PAVEMENT DETAIL SCALE:8 N.T.S. PERVIOUS PAVEMENT CROSS SECTION UNCOMPACTED NATIVE SUBGRADE 12" OF GRAVEL BORROW FILTER COURSE 3" OF 3/8" PEA GRAVEL FILTER BLANKET 4" OF 3/4" CRUSHED STONE CHOKER COURSE 6" OF 3/4" CRUSHED STONE RESERVIOR COURSE OR STORAGE CHAMBERS 4" OF PERVIOUS ASHPALT SCALE:5 N.T.S. EXTRUDED CONCRETE CURB DETAIL SCALE:6 N.T.S. ASHALT SPEED BUMP PROP. CURB ASPHALT SPEED BUMP (PAINTED YELLOW) BITUMINOUS CONCRETE WEARING COURSE, TYP. BITUMINOUS CONCRETE BINDER COURSE, TYP. PROP. CURB PROP. 3.5" TALL ASPHALT SPEED BUMP BITUMINOUS CONCRETE WEARING COURSE, TYP. BITUMINOUS CONCRETE BINDER COURSE, TYP. PROP. CURB C507 DETAILS Project: COPYRIGHT 2025 WESTON & SAMPSON 978.532.1900 www.westonandsampson.com 800.SAMPSON Weston & Sampson Engineers, Inc. 55 Walkers Brook Drive, Suite 100 Reading, MA 01867 SALEM STATE SOUTH CAMPUS REDEVELOPMENT AVALON SALEM 8 HARRISON ROAD SALEM, MA 01970 Client: Seal: Revisions: No. Date Description COA: Issued For: Drawing Title: Sheet Number: Scale: W&S File No.: W&S Project No.: Approved By: Date: Reviewed By: Drawn By: COPYRIGHT © 2025 BY WESTON & SAMPSON THIS DRAWING HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE CLIENT & PROJECT NAME LISTED ON THIS DRAWING ONLY. REPRODUCTION, RELEASE OF UTILIZATION OF THE DRAWING CONTENT BY OTHER CLIENTS / FIRMS AND ON OTHER PROJECTS IS PROHIBITED BY LAY. WESTON & SAMPSON RETAINS THE EXCLUSIVE USE OF THE INTELLECTUAL PROPERTY CONTAINED HEREIN. JANUARY 8, 2026 AS SHOWN DKE, WEB MJY JMJ ENG22-1227 AVALONBAY COMMUNITIES, INC. 600 ATLANTIC AVENUE, 20TH FLOOR BOSTON, MA 02210 PERMITTING (NOT FOR CONSTRUCTION) DRAFT 1 04-07-26 PERMITTING 2 04-20-26 PERMITTING L O R I N G A V E N U E (A K A X X X X X X X ) ( X X X ' W I D E R O W ) L O R I N G A V E N U E ( A K A M A R O U T E 1 A ) ( P U B L I C - V A R I A B L E W I D T H R O W ) LO R I N G A V E N U E (A K A M A R O U T E 1 A ) (P U B L I C - V A R I A B L E W I D T H R O W ) 15' WAY 15 ' W A Y HARRISON ROAD (PUBLIC - 40' WIDE ROW ) (PER REF. #3) HARRISON ROAD (PUBLIC - 40' WIDE R O W ) (PER REF. #3) R I V E R 20 4 30 32 31 3 1 31 32 8 18 18 14 4 2616 3 26 8 7 13 12 3 14 10 6 15 16 15 1 5 11 18 MAP 31 LOT 12 MAP 31 LOT 11 MAP 31 LOT 10 MAP 31 LOT 9 MAP 31 LOT 8 MAP 31 LOT 7 MAP 31 LOT 3 MAP 31 LOT 2 MAP 31 LOT 320 MAP 30 LOT 82 MAP 30 LOT 81 MAP 30 LOT 80 MAP 30 LOT 79 MAP 30 LOT 77 MAP 30 LOT 78 MAP 31 LOT 1 MAP 31 LOT 1 MAP 31 LOT 1 MAP 31 LOT 1 MAP 31 LOT 1 MAP 31 LOT 1 MAP 31 LOT 1 MAP 31 LOT 1 MAP 31 LOT 1 MAP 31 LOT 1 S S S S S S S S G T T T G T G E S E E G S S S S CO CO CO CO CO CO T T E S T T G S E S E E E E E CO C O C O CO CO w 13.99 X BC:14.27 TC:14.77 X BC:14.03 TC:14.53 X 13.75 X BOW:18.00 TOW:29.50 X BOW:28.00 TOW:28.70 X BOW:17.00 TOW:23.00 X BOW:17.00 TOW:20.00 X BOW:17.00 TOW:21.00 X BOW:17.00 TOW:25.00 X BOW:17.00 TOW:20.00 X BOW:17.00 TOW:20.00 X BOW:17.00 TOW:29.00 X BOW:21.00 TOW:29.00 X BOW:18.00 TOW:36.00 X BOW:28.00 TOW:35.00 X BOW:30.00 TOW:31.00 X BOW:23.00 TOW:24.00 X BOW:17.00 TOW:22.00 X BOW:17.00 TOW:21.00 X 17.92 X 17.33 X 17.25 X 17.33 X 17.25 X FC:16.73 X FC:18.49 X FC:(18.53) X (18.62) XFC:18.10 X BC:18.00 TC:18.50 X 17.33 X 17.33 X BC:16.79 TC:17.29 X X 17.33 X 12.95 X BC:18.70 TC:19.20 X BC:18.90 TC:19.40 X FC: 17.89 X FC: 17.89X 13.20 X FC 14.21 X FC 14.38 X FC 13.70 X FC 13.40 X FC 14.18 X FC 14.18 X 21.3 X 20.6 X 22.7 X 23.2 X 22.2 X 22.6 X FFE=22.8 X 22.2 X 21.5 X 21.2 X (21.4) X(21.2) X FFE=19.5 X FFE=21.8 X TOW:58.0 BOW: 57.0 X TOW:57.0 BOW: 53.3 X TOW:55.0 BOW: 51.5 X TOW:53.0 BOW: 52.0 X PROP. RETAINING WALL PROP. CONTOUR (TYP.) PROP. CONTOUR (TYP.) PROP. CONTOUR (TYP.) TC:19.76 BC:(19.26) X TC:20.72 BC:(20.32)X TOW=62.25 BOW=59.00 X TOW=60.00 BOW=59.00 X TOW=63.00 BOW=59.00 X TOW=63.50 BOW=58.00 X TOW=63.50 BOW=60.00 X TOW=63.50 BOW=59.00 X X F C : 6 4 . 1 7 X63 . 5 0 TC:20.30 BC:19.80 X FC:20.20 X 20.10 X 19.70 X TC:56.97 BC:56.47 X TC:57.02 BC:56.52X TC:61.03 BC:60.53 X TC:61.12 BC:60.62 X TC:62.15 BC:61.65 X TC:62.06 BC:61.56 X TC:60.21 BC:59.71X TC:59.84 BC:59.34X TC:56.59 BC:56.09 X TC:56.64 BC:56.14 X HP:65.37 X TC:65.63 BC:65.13 X TC:65.19 BC:64.69X TC:65.01 BC:64.51 X FC:64.47 X TC:64.65 BC:64.15 X TC:64.30 BC:63.80 X TC:61.27 BC:60.77 X TC:63.95 BC:63.45 X TC:63.46 BC:62.96 X TC:60.01 BC:59.51 X TC:12.20 BC:11.70 X TC:11.96 BC:11.46 X TC:56.60 BC:56.10 X TC:61.50 BC:61.00 X TC:60.79 BC:60.29X TC:60.78 BC:60.28 X 63.67 X 63.40 X 62.04 X X TC:60.68 BC:60.18 X TC:62.48 BC:61.98 X TC:62.41 BC:61.91 X TC:62.60 BC:62.10 X TC:63.08 BC:62.58 X TC:62.96 BC:62.46 X TC:60.41 BC:59.91 X TC:13.13 BC:12.63 X HP:12.50 X TC:13.53 BC:13.03 X TC:14.00 BC:13.50X TC:17.00 BC:16.50 X TC:15.67 BC:15.17 X TC:17.08 BC:16.58 X 59.59X TC:60.43 BC:59.93 X TC:60.75 BC:60.25 X 59.91 X 64 6 3 60 5 6 5 7 5 8 5 9 6 1 6 0 6 1 6 0 61 62 59 58 60 6 1 UP UP UP UP UP UP G1 G3 G4 G8 GA GB GC G5 G6 G7G2 EX-D-107EX-D-108 UP UP UP UP UP UP G1 G3 G4 G8 GA GB GC G5 G6 G7G2 EX-D-107EX-D-108 DN CAB S I Z E NOT V E R I F I E D EL E V RE F . RE F . RE F . RE F . RE F . REF . K1. A K1. B K1. A K1 . B K1. AK1 . B K2 . A K2. B B1 B1 B2 B1 B2 K3 K5. B B F K5. A B F B4 B F UP DN DN UP REF.REF. REF. DN FEC FEC 19'-6" 22'-10" 22'-10" 22'-10" 19'-6" 21'-8" 21'-8" HARRINGTON ACADEMIC BUILDING ALUMNI HOUSE HARRISON PL PL SEE SHEETS L101, L201, & L301 SEE SHEETS L102, L202, & L302 SEE SHEETS L104, L204, & L304 SEE SHEETS L103, L203, & L303 MATERIALS DRAWING TITLE BUILDING OR SITE ELEVATION MARKER BUILDING OR SITE SECTION MARKER VERTICAL ELEVATION KEY DETAIL AREA MARKER DETAIL SECTION MARKER COLUMN GRID LINE MATCH LINE SCALE:1/4" = 1'-0" 1 VIEW NAME CLEAN FILL CONCRETE GRAVEL SAND SUB GRADE PLANTING SOIL MULCH 1 A2.1 1 A2.1 1 A2.1 SLOPE MARKER SPOT ELEVATION - PLAN SPOT ELEVATION - SECTION REVISION CLOUD AND REVISION TAG ALIGN SURFACES CENTERLINE LANDSCAPE MATERIALS TAG 1.5% HPXXX.XX +50 FLOOR +4 39' - 2" MATCH LINE 4 X.XX 1 A2.1 GRAPHIC SYMBOLS ALIGN CL # Project: COPYRIGHT 2025 WESTON & SAMPSON SALEM STATE SOUTH CAMPUS REDEVELOPMENT AVALON SALEM 8 HARRISON ROAD SALEM, MA 01970 Client: Seal: Revisions: No. Date Description COA: Issued For: Drawing Title: Sheet Number: Scale: W&S File No.: KMDG Project No.: Approved By: Date: Reviewed By: Drawn By: COPYRIGHT © 2025 BY WESTON & SAMPSON THIS DRAWING HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE CLIENT & PROJECT NAME LISTED ON THIS DRAWING ONLY. REPRODUCTION, RELEASE OF UTILIZATION OF THE DRAWING CONTENT BY OTHER CLIENTS / FIRMS AND ON OTHER PROJECTS IS PROHIBITED BY LAY. WESTON & SAMPSON RETAINS THE EXCLUSIVE USE OF THE INTELLECTUAL PROPERTY CONTAINED HEREIN. April 17, 2026 1" = 20' AVALONBAY COMMUNITIES, INC. 600 ATLANTIC AVENUE, 20TH FLOOR BOSTON, MA 02210 PERMITTING (NOT FOR CONSTRUCTION) DRAFT 1 04-07-26 PERMITTING 2 04-20-26 PERMITTING HH/LR/SA/DG JN/EB MK 2225.03 69 CANAL STREET | 2ND FLOOR BOSTON, MA 02114 t: 617.227.2560 www.klopfermartin.com 1"=80' KEY PLAN-AVB L100 1.DO NOT SCALE DRAWINGS. 2.REFER TO THE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. 3.REFER TO ARCHITECTURAL, CIVIL AND OTHER CONSULTANTS' DRAWINGS FOR ADDITIONAL INFORMATION AND REQUIREMENTS. 4.REPORT ANY DISCREPANCIES IN DRAWINGS OR SPECIFICATIONS TO THE LANDSCAPE ARCHITECT FOR CLARIFICATIONS OR ADJUSTMENTS BEFORE COMMENCING WORK. 5.EXISTING CONDITIONS AND TOPOGRAPHIC DATA ARE FROM A SURVEY PREPARED BY DGT ASSOCIATES AND DATED 2022. CONTRACTOR SHALL SECURE ALL PERMITS REQUIRED FOR WORK FROM ANY STATE OR LOCAL DEPARTMENTS, UTILITY COMPANIES, OR JURISDICTION AFFECTED BY THE WORK. 6.CONTRACTOR IS TO LOCATE, PROTECT AND IDENTIFY ALL UNDERGROUND AND OVERHEAD UTILITIES AND SERVICES. REPAIR OF UTILITIES DAMAGED DURING SITE WORK OPERATIONS WILL BE AT CONTRACTOR'S EXPENSE. GENERAL NOTES ABBREVIATIONS LIST AREA DRAIN ADJACENT AGGREGATE BOTTOM OF CURB BETWEEN BITUMINOUS BOTTOM OF STEP BOTTOM OF WALL BOSTON WATER & SEWER CATCH BASIN CENTERLINE CHAIN LINK FENCE CAST IN PLACE CONTROL JOINT CONCRETE CLEAN OUT CENTER POINT DETAIL DIAMETER DIMENSION DRAWING EACH ELECTRIC HAND HOLE EXPANSION JOINT EQUAL EXISTING EXPANSION FINISH FLOOR ELEVATION FINISH FLAG POLE GAUGE GALVANIZED GRANITE GAS SHUT OFF ELECTRIC HANDHOLE HIGH POINT HEIGHT HYDRANT INACCESSIBLE JOINT LANDSCAPE ARCHITECT LIMIT OF WORK LIGHT POLE MATERIAL MAXIMUM MANHOLE MINIMUM NOT TO SCALE NO VISIBLE CONNECTION ON CENTER OUTSIDE DIAMETER POINT OF CURVATURE PIECES PLANTER DRAIN POINT OF BEGINNING POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH PRESSURE TREATED PAINTED PAVEMENT RECORD REINFORCED REQUIRED SAND BASED STRUCTURAL SOIL SQUARE FEET SHEET SIMILAR STEEL TOP OF CURB TRENCH DRAIN THRESHOLD TOP OF STEP TOP OF WALL TYPICAL UNLESS NOTED OTHERWISE VERTICAL VERTICAL GRANITE CURB VERIFY IN FIELD WATER GATE WROUGHT IRON FENCE WATER SHUT OFF WELDED WIRE MESH AD ADJ AGG BC BETW BIT BS BW BWSC CB CL CLF CIP CJ CONC CO CP DET'L DIA DIM DWG EA EHH EJ EQ EX EXP FFE FIN FP GA GALV GRAN GSO HH HP HT HYD INACC JT LA LOW LP MAT'L MAX MH MIN NTS NVC OC OD PC PCS PD POB PSF PSI PT PTD PVMT REC REINF REQ SBSS SF SHT SIM STL TC TD TH TS TW TYP UNO VERT VGC VIF WG WIF WSO WWM 320'160'80'40'0 GRAPHIC SCALE : 1" = 80' 13.99 X BC:14.27 TC:14.77 X BC:14.03 TC:14.53 X 13.75 X BOW:17.00 TOW:23.00 X BOW:17.00 TOW:20.00 X BOW:17.00 TOW:21.00 X BOW:17.00 TOW:25.00 X FC 14.21 X FC 14.38 X FC 14.18 X FC 14.18 X UP UP UP EX-D-108 UP UP UP EX-D-108 1.09 1.09 1.09 5.01 5.01 5.01 1.01 1.01 1.03 1.03 1.06 1.07 1.08 1.08 2.03 2.03 2.05 2.03 4.05 4.09 4.10 4.12 6.01 4.07 4.07 SEE L103 SE E L1 0 2 SE E L1 0 2 TYP. 1.09 1.01 1.09 5.014.06 1.09 4.09 4.11 5.01 4.11 4.09 POOL LADDER, TYP. OF 2 POOL SUN SHELF 5.01 STRIPED PATH FOR PEDESTRIAN ACCESS. SEE CIVIL DWGS SSU L.O.W. S S U L . O . W . 1' - 0 " 5' - 0 " M I N . 8'-0 " NOTE: WATER LINE SHALL BE 4" BELOW COPING TYP. OF 4 TYP. OF 4 30'- 0 " TYP. OF 2 3.02 4.5' DEEP POOL WITH PRECAST COPING ACCESSIBLE POOL LIFT 4.14 4.14 TYP. OF 2 SEE L103 TYP. OF 3 TYP. OF 3 4.06 TYP. OF 3 TYP. 2.04 RETAINING WALL, SEE CIVIL DWGS. 4.15 EMERGENCY PHONE LOCATION ON WALL 3 5 ' - 1 0 " 1,207 SF FLUSH CONCRETE CURB WATER FOUNTAIN POOL HEATER ON CIP CONCRETE PAD, TYP OF 2 OUTDOOR SHOWER 1.01 NOTE: REFER TO LP SHEETS FOR POOL RELATED DRAWINGS AND DETAILS MATERIALS LEGEND 1.00 PAVING 1.01 CIP CONC PAVING 2.00 CURBS AND WALLS 3.00 STAIRS AND HANDRAILS 4.00 SITE FURNISHINGS 5.00 PLANTING, SEE PLANTING PLANS L300-L304 6.00 SITE FEATURES BY OTHERS 1.02 1.03 1.04 CIP CONC PAVING - SIDEWALK PRECAST CONC. UNIT PAVING 5.01 PLANT BED 2.01 2.02 CUBIC GRANITE SOCIAL STEPS CUBIC GRANITE SEAT WALL 6.01 ROADWAY CURB, SEE CIVIL DWGS 3.01 CUBIC GRANITE STAIR WITH SS HANDRAILS BOTH SIDES 4.01 BENCH 4.02 PICNIC TABLE SET 4.03 PERMEABLE PRECAST CONC. UNIT PAVING 2.03 5' HT. BOARD-FORMED CIP CONC. WALL 2.04 PRECAST CONC. SEATWALL 3.02 CIP CONC. STAIRWITH SS HANDRAILS BOTH SIDES 4.04 ELECTRIC GRILL IN COUNTER4.05 POOL CABANA4.06 OWNER-PROVIDED FURNISHINGS, NIC.4.07 6.02 CURB RAMP, SEE CIVIL DWGS 1.05 STABILIZED CRUSHED STONE 6' HT. PICKET FENCE 4.08 4.09 BOLLARD 4.10 4.11 4' HT. METAL WIRE MESH FENCE 4.12 METAL PLANTER WITH INTEGRATED BENCH 4.13 PEDESTRIAN LIGHT (7) 4.14 ROADWAY LIGHT (7) 4.15 5.02 LAWN 1.07 EXPOSED AGGREGATE CIP CONC PAVING 1.08 ARTIFICAL TURF 1.09 STONE DRIP EDGE 2.05 PRECAST CONC SEATWALL WITH WOOD BENCH TOPPER 6' HT. PICKET FENCE GATE 1 L501 2 L501 5 L501 4 L501 3 L501 5 L503 TABLE TYPE 2 4.16 BIKE RACK 4.17 TABLE TYPE 1 4.18 BOLLARD LIGHT (21) COURTYARD PEDESTRIAN LIGHT (7) SSU CAMPUS PROJECT LIMIT OF WORK (LOW)MATCH LINE BUILDING OVERHANG BUILDING ENTRY BUILDING PROPERTY LINE SSU L.O.W. PL SEE LX.XX SUBDIVISION LINEAVALON SITE LIMIT OF WORK (LOW) AVB L.O.W. TRASH & RECYCLING RECEPTACLE 1 L501 1.06 PORCELAIN PAVING 1.10 GRANITE PAVING 1 L503 2 L503 1 L502 2 L502 3 L503 7 L502 7 L501 1 L503 4 L503 6 L502 8 L501 10 L501 9 L501 1 L501 5 L502 Project: COPYRIGHT 2025 WESTON & SAMPSON SALEM STATE SOUTH CAMPUS REDEVELOPMENT AVALON SALEM 8 HARRISON ROAD SALEM, MA 01970 Client: Seal: Revisions: No. Date Description COA: Issued For: Drawing Title: Sheet Number: Scale: W&S File No.: KMDG Project No.: Approved By: Date: Reviewed By: Drawn By: COPYRIGHT © 2025 BY WESTON & SAMPSON THIS DRAWING HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE CLIENT & PROJECT NAME LISTED ON THIS DRAWING ONLY. REPRODUCTION, RELEASE OF UTILIZATION OF THE DRAWING CONTENT BY OTHER CLIENTS / FIRMS AND ON OTHER PROJECTS IS PROHIBITED BY LAY. WESTON & SAMPSON RETAINS THE EXCLUSIVE USE OF THE INTELLECTUAL PROPERTY CONTAINED HEREIN. April 17, 2026 1" = 20' AVALONBAY COMMUNITIES, INC. 600 ATLANTIC AVENUE, 20TH FLOOR BOSTON, MA 02210 PERMITTING (NOT FOR CONSTRUCTION) DRAFT 1 04-07-26 PERMITTING 2 04-20-26 PERMITTING HH/LR/SA/DG JN/EB MK 2225.03 60'40'20'10'0 GRAPHIC SCALE : 1" = 20' 69 CANAL STREET | 2ND FLOOR BOSTON, MA 02114 t: 617.227.2560 www.klopfermartin.com MATERIALS & LAYOUT-AVB-1 L101 1.ALL LINES AND DIMENSIONS ARE PARALLEL OR PERPENDICULAR TO THE LINES FROM WHICH THEY ARE MEASURED UNLESS OTHERWISE INDICATED. 2.ALL LINE AND GRADE WORK PER DRAWINGS AND SPECIFICATIONS SHALL BE LAID OUT BY A REGISTERED CIVIL ENGINEER OR SURVEYOR ENGAGED BY THE CONTRACTOR. 3.STORAGE AREAS FOR CONTRACTOR'S EQUIPMENT AND MATERIALS SHALL BE ON AND WITHIN LIMITS OF WORK AS SHOWN ON THE PLANS AND AS APPROVED BY THE ARCHITECT. 4.CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE FIELD AND REPORT ANY DISCREPANCIES IN THE SITE SURVEY TO THE ARCHITECT PRIOR TO STARTING WORK. 5.AT ALL LOCATIONS WHERE EXISTING CURBING, BITUMINOUS CONCRETE ROADWAY OR CONCRETE SIDEWALK ABUT NEW CONSTRUCTION, THE EDGE OF THE EXISTING CURB OR PAVEMENT SHALL BE SAW CUT TO A CLEAN, SMOOTH EDGE. 6.DIMENSIONS ON PARKING LOTS AND ROADWAYS ARE FROM FACE OR BOTTOM OF CURB TO FACE OR BOTTOM OF CURB. 7.WHERE CURVING WALKS ARE LAID OUT BY OFFSETS, PROVIDE GENTLE HORIZONTAL CURVES BETWEEN OFFSET POINTS. THESE WALKS SHALL BE ADEQUATELY STAKED AND APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION. 8.CONTRACTOR SHALL PROVIDE STAKED LAYOUT OF ALL PAVEMENTS AND SITE IMPROVEMENTS FOR REVIEW AND APPROVAL BY LANDSCAPE ARCHITECT FOR PEDESTRIAN PAVEMENT OR ENGINEER FOR VEHICULAR PAVEMENT PRIOR TO PAVING OPERATION OR INSTALLATION. 9.WHERE NEW PAVING OR EARTHWORK MEETS EXISTING PAVING OR EARTHWORK SMOOTHLY BLEND LINE AND GRADE OF EXISTING WITH NEW. 10.WHERE LIMIT OF WORK MEETS AN EXISTING BUILDING, IT IS ASSUMED THE WORK LIMIT CONTINUES AT THE BUILDING FACE. MATERIALS & LAYOUT NOTES 15' W A Y MAP 31 LOT 1 MAP 31 LOT 1 BOW:17.00 TOW:20.00 X BOW:17.00 TOW:20.00 X BOW:17.00 TOW:29.00 X BOW:21.00 TOW:29.00 X BOW:18.00 TOW:36.00 X BOW:28.00 TOW:35.00 X 17.92 X 17.33 X 17.25 X 17.33 X 17.25 X FC:16.73 X UP UP EX-D-107EX-D-108 UP UP EX-D-107EX-D-108 SE E L1 0 1 5.01 5.01 5.01 1.02 5.01 SE E L1 0 1 SEE L103 4' WIDE REINFORCED PLANTING EDGE FOR EMERGENCY ACCESS 5.01 TYP. TYP. 1.09 1.02 6.01 6.02 1.09 6.01 STRIPED PATH FOR PEDESTRIAN ACCESS. SEE CIVIL DWGS 6.02 5' - 0 " SSU L.O.W. 2.062.06 1.09 4.15 MATERIALS LEGEND 1.00 PAVING 1.01 CIP CONC PAVING 2.00 CURBS AND WALLS 3.00 STAIRS AND HANDRAILS 4.00 SITE FURNISHINGS 5.00 PLANTING, SEE PLANTING PLANS L300-L304 6.00 SITE FEATURES BY OTHERS 1.02 1.03 1.04 CIP CONC PAVING - SIDEWALK PRECAST CONC. UNIT PAVING 5.01 PLANT BED 2.01 2.02 CUBIC GRANITE SOCIAL STEPS CUBIC GRANITE SEAT WALL 6.01 ROADWAY CURB, SEE CIVIL DWGS 3.01 CUBIC GRANITE STAIR WITH SS HANDRAILS BOTH SIDES 4.01 BENCH 4.02 PICNIC TABLE SET 4.03 PERMEABLE PRECAST CONC. UNIT PAVING 2.03 5' HT. BOARD-FORMED CIP CONC. WALL 2.04 PRECAST CONC. SEATWALL 3.02 CIP CONC. STAIRWITH SS HANDRAILS BOTH SIDES 4.04 ELECTRIC GRILL IN COUNTER4.05 POOL CABANA4.06 OWNER-PROVIDED FURNISHINGS, NIC.4.07 6.02 CURB RAMP, SEE CIVIL DWGS 1.05 STABILIZED CRUSHED STONE 6' HT. PICKET FENCE 4.08 4.09 BOLLARD 4.10 4.11 4' HT. METAL WIRE MESH FENCE 4.12 METAL PLANTER WITH INTEGRATED BENCH 4.13 PEDESTRIAN LIGHT (7) 4.14 ROADWAY LIGHT (7) 4.15 5.02 LAWN 1.07 EXPOSED AGGREGATE CIP CONC PAVING 1.08 ARTIFICAL TURF 1.09 STONE DRIP EDGE 2.05 PRECAST CONC SEATWALL WITH WOOD BENCH TOPPER 6' HT. PICKET FENCE GATE 1 L501 2 L501 5 L501 4 L501 3 L501 5 L503 TABLE TYPE 2 4.16 BIKE RACK 4.17 TABLE TYPE 1 4.18 BOLLARD LIGHT (21) COURTYARD PEDESTRIAN LIGHT (7) SSU CAMPUS PROJECT LIMIT OF WORK (LOW)MATCH LINE BUILDING OVERHANG BUILDING ENTRY BUILDING PROPERTY LINE SSU L.O.W. PL SEE LX.XX SUBDIVISION LINEAVALON SITE LIMIT OF WORK (LOW) AVB L.O.W. TRASH & RECYCLING RECEPTACLE 1 L501 1.06 PORCELAIN PAVING 1.10 GRANITE PAVING 1 L503 2 L503 1 L502 2 L502 3 L503 7 L502 7 L501 1 L503 4 L503 6 L502 8 L501 10 L501 9 L501 1 L501 5 L502 Project: COPYRIGHT 2025 WESTON & SAMPSON SALEM STATE SOUTH CAMPUS REDEVELOPMENT AVALON SALEM 8 HARRISON ROAD SALEM, MA 01970 Client: Seal: Revisions: No. Date Description COA: Issued For: Drawing Title: Sheet Number: Scale: W&S File No.: KMDG Project No.: Approved By: Date: Reviewed By: Drawn By: COPYRIGHT © 2025 BY WESTON & SAMPSON THIS DRAWING HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE CLIENT & PROJECT NAME LISTED ON THIS DRAWING ONLY. REPRODUCTION, RELEASE OF UTILIZATION OF THE DRAWING CONTENT BY OTHER CLIENTS / FIRMS AND ON OTHER PROJECTS IS PROHIBITED BY LAY. WESTON & SAMPSON RETAINS THE EXCLUSIVE USE OF THE INTELLECTUAL PROPERTY CONTAINED HEREIN. April 17, 2026 1" = 20' AVALONBAY COMMUNITIES, INC. 600 ATLANTIC AVENUE, 20TH FLOOR BOSTON, MA 02210 PERMITTING (NOT FOR CONSTRUCTION) DRAFT 1 04-07-26 PERMITTING 2 04-20-26 PERMITTING HH/LR/SA/DG JN/EB MK 2225.03 60'40'20'10'0 GRAPHIC SCALE : 1" = 20' 69 CANAL STREET | 2ND FLOOR BOSTON, MA 02114 t: 617.227.2560 www.klopfermartin.com MATERIALS & LAYOUT-AVB-2 L102 SEE L101 FOR TYPICAL MATERIALS NOTES. MATERIALS & LAYOUT NOTES MAP 31 MAP 31 LOT 1 13.99 X BC:14.27 TC:14.77 X BC:14.03 TC:14.53 X 13.75 X 17.33 X 17.33 X 12.95 X FC: 17.89 X FC: 17.89X 13.20 X FC 14.21 X FC 14.38 X FC 13.70 X FC 13.40 X FC 14.18 X FC 14.18 X TC:12.20 BC:11.70 X TC:13.53 BC:13.03 X EX-D-107EX-D-108 EX-D-107EX-D-108 DN SE E L1 0 4 TYP. SEE L101 TYP. TYP. TYP. TYP. 1.01 1.01 1.01 1.01 1.03 1.02 1.04 2.012.02 2.04 2.04 4.01 4.02 4.04 4.08 4.11 4.13 4.13 4.14 5.02 6.01 6.01 1.09 4.07 LOG STEPS LOG SEATING TYP. 2.04 5.01 4.03 5.01 2.04 5.01 5.01 1.06 1.09 1.06 5.02 5.01 4.18 6.02 5.01 4.01 4.05 STEEL EDGE BETWEEN LAWN AND PLANTING 4.16 AVB L . O . W . WIN N L . O . W . SS U L . O . W . 4.14 CUSTOM SHADE STRUCTURE 4' WIDE REINFORCED PLANTING EDGE FOR EMERGENCY ACCESS 4.14 2.05 4' WIDE REINFORCED PLANTING EDGE FOR EMERGENCY ACCESS MESSAGE BOARD CONNECTION TO TRAIL NETWORK. CLEAR DEBRIS TO ESTABLISH CONNECTION 2.05 7'- 2 1 4" 1.01 3.02 TYP. OF 3 1.09 4.16 4.14 4.17 STRIPED PATH FOR PEDESTRIAN ACCESS. SEE CIVIL DWGS 1.09 5.01 5.01 1.05 4.13 1.02 4.07 4.07 5.01 4.15 1.01 6' - 0 " 2.04 5.01 5.01 5.01 6.02 6.02TYP. 4.05 1.02 1.09 6.01 6.02 5.01 1.09 6.01 TYP. 3.02 1.10 CONCRETE CROSSWALK - SEE CIVIL DRAWINGS 6 L501 6 L501 CONCRETE CROSSWALK - SEE CIVIL DRAWINGS CONCRETE CROSSWALK - SEE CIVIL DRAWINGS CONCRETE CROSSWALK - SEE CIVIL DRAWINGS 3.01 1.10 CONCRETE CROSSWALK - SEE CIVIL DRAWINGS 4.14 SPEED BUMP - SEE CIVIL DRAWINGS MATERIALS LEGEND 1.00 PAVING 1.01 CIP CONC PAVING 2.00 CURBS AND WALLS 3.00 STAIRS AND HANDRAILS 4.00 SITE FURNISHINGS 5.00 PLANTING, SEE PLANTING PLANS L300-L304 6.00 SITE FEATURES BY OTHERS 1.02 1.03 1.04 CIP CONC PAVING - SIDEWALK PRECAST CONC. UNIT PAVING 5.01 PLANT BED 2.01 2.02 CUBIC GRANITE SOCIAL STEPS CUBIC GRANITE SEAT WALL 6.01 ROADWAY CURB, SEE CIVIL DWGS 3.01 CUBIC GRANITE STAIR WITH SS HANDRAILS BOTH SIDES 4.01 BENCH 4.02 PICNIC TABLE SET 4.03 PERMEABLE PRECAST CONC. UNIT PAVING 2.03 5' HT. BOARD-FORMED CIP CONC. WALL 2.04 PRECAST CONC. SEATWALL 3.02 CIP CONC. STAIRWITH SS HANDRAILS BOTH SIDES 4.04 ELECTRIC GRILL IN COUNTER4.05 POOL CABANA4.06 OWNER-PROVIDED FURNISHINGS, NIC.4.07 6.02 CURB RAMP, SEE CIVIL DWGS 1.05 STABILIZED CRUSHED STONE 6' HT. PICKET FENCE 4.08 4.09 BOLLARD 4.10 4.11 4' HT. METAL WIRE MESH FENCE 4.12 METAL PLANTER WITH INTEGRATED BENCH 4.13 PEDESTRIAN LIGHT (7) 4.14 ROADWAY LIGHT (7) 4.15 5.02 LAWN 1.07 EXPOSED AGGREGATE CIP CONC PAVING 1.08 ARTIFICAL TURF 1.09 STONE DRIP EDGE 2.05 PRECAST CONC SEATWALL WITH WOOD BENCH TOPPER 6' HT. PICKET FENCE GATE 1 L501 2 L501 5 L501 4 L501 3 L501 5 L503 TABLE TYPE 2 4.16 BIKE RACK 4.17 TABLE TYPE 1 4.18 BOLLARD LIGHT (21) COURTYARD PEDESTRIAN LIGHT (7) SSU CAMPUS PROJECT LIMIT OF WORK (LOW)MATCH LINE BUILDING OVERHANG BUILDING ENTRY BUILDING PROPERTY LINE SSU L.O.W. PL SEE LX.XX SUBDIVISION LINEAVALON SITE LIMIT OF WORK (LOW) AVB L.O.W. TRASH & RECYCLING RECEPTACLE 1 L501 1.06 PORCELAIN PAVING 1.10 GRANITE PAVING 1 L503 2 L503 1 L502 2 L502 3 L503 7 L502 7 L501 1 L503 4 L503 6 L502 8 L501 10 L501 9 L501 1 L501 5 L502 Project: COPYRIGHT 2025 WESTON & SAMPSON SALEM STATE SOUTH CAMPUS REDEVELOPMENT AVALON SALEM 8 HARRISON ROAD SALEM, MA 01970 Client: Seal: Revisions: No. Date Description COA: Issued For: Drawing Title: Sheet Number: Scale: W&S File No.: KMDG Project No.: Approved By: Date: Reviewed By: Drawn By: COPYRIGHT © 2025 BY WESTON & SAMPSON THIS DRAWING HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE CLIENT & PROJECT NAME LISTED ON THIS DRAWING ONLY. REPRODUCTION, RELEASE OF UTILIZATION OF THE DRAWING CONTENT BY OTHER CLIENTS / FIRMS AND ON OTHER PROJECTS IS PROHIBITED BY LAY. WESTON & SAMPSON RETAINS THE EXCLUSIVE USE OF THE INTELLECTUAL PROPERTY CONTAINED HEREIN. April 17, 2026 1" = 20' AVALONBAY COMMUNITIES, INC. 600 ATLANTIC AVENUE, 20TH FLOOR BOSTON, MA 02210 PERMITTING (NOT FOR CONSTRUCTION) DRAFT 1 04-07-26 PERMITTING 2 04-20-26 PERMITTING HH/LR/SA/DG JN/EB MK 2225.03 60'40'20'10'0 GRAPHIC SCALE : 1" = 20' 69 CANAL STREET | 2ND FLOOR BOSTON, MA 02114 t: 617.227.2560 www.klopfermartin.com MATERIALS & LAYOUT-AVB-3 L103 SEE L101 FOR TYPICAL MATERIALS NOTES. MATERIALS & LAYOUT NOTES L O R I N G A V E N U E ( A K A X X X X X X X ) ( X X X ' W I D E R O W ) HARRISON ROAD (PUBLIC - 40' WIDE R O W ) (PER REF. #3) MAP 31 LOT 8 MAP 31 LOT 7 MAP 31 LOT 3 MAP 31 LOT 2 BOW:30.00 TOW:31.00 X BOW:23.00 TOW:24.00 X BOW:17.00 TOW:22.00 X BOW:17.00 TOW:21.00 X FC:18.49 X FC:(18.53) X (18.62) XFC:18.10 X BC:18.00 TC:18.50 X 17.33 X BC:16.79 TC:17.29 X X BC:18.70 TC:19.20 X BC:18.90 TC:19.40 X (21.4) X(21.2) X FFE=19.5 X X UPUP 19'-6" 21'-8" 1.09 1.09 5.01 5.01 1.01 6.01 SE E L1 0 3 6.01 TYP. 6.02 TYP.1.02 5.011.09 TYP. SEE L102 P L P L PL PL WINN L.O.W. AVB L.O.W. S S U L . O . W . S S U L . O . W . 6' - 0 " CONCRETE CROSSWALK - SEE CIVIL DRAWINGS MATERIALS LEGEND 1.00 PAVING 1.01 CIP CONC PAVING 2.00 CURBS AND WALLS 3.00 STAIRS AND HANDRAILS 4.00 SITE FURNISHINGS 5.00 PLANTING, SEE PLANTING PLANS L300-L304 6.00 SITE FEATURES BY OTHERS 1.02 1.03 1.04 CIP CONC PAVING - SIDEWALK PRECAST CONC. UNIT PAVING 5.01 PLANT BED 2.01 2.02 CUBIC GRANITE SOCIAL STEPS CUBIC GRANITE SEAT WALL 6.01 ROADWAY CURB, SEE CIVIL DWGS 3.01 CUBIC GRANITE STAIR WITH SS HANDRAILS BOTH SIDES 4.01 BENCH 4.02 PICNIC TABLE SET 4.03 PERMEABLE PRECAST CONC. UNIT PAVING 2.03 5' HT. BOARD-FORMED CIP CONC. WALL 2.04 PRECAST CONC. SEATWALL 3.02 CIP CONC. STAIRWITH SS HANDRAILS BOTH SIDES 4.04 ELECTRIC GRILL IN COUNTER4.05 POOL CABANA4.06 OWNER-PROVIDED FURNISHINGS, NIC.4.07 6.02 CURB RAMP, SEE CIVIL DWGS 1.05 STABILIZED CRUSHED STONE 6' HT. PICKET FENCE 4.08 4.09 BOLLARD 4.10 4.11 4' HT. METAL WIRE MESH FENCE 4.12 METAL PLANTER WITH INTEGRATED BENCH 4.13 PEDESTRIAN LIGHT (7) 4.14 ROADWAY LIGHT (7) 4.15 5.02 LAWN 1.07 EXPOSED AGGREGATE CIP CONC PAVING 1.08 ARTIFICAL TURF 1.09 STONE DRIP EDGE 2.05 PRECAST CONC SEATWALL WITH WOOD BENCH TOPPER 6' HT. PICKET FENCE GATE 1 L501 2 L501 5 L501 4 L501 3 L501 5 L503 TABLE TYPE 2 4.16 BIKE RACK 4.17 TABLE TYPE 1 4.18 BOLLARD LIGHT (21) COURTYARD PEDESTRIAN LIGHT (7) SSU CAMPUS PROJECT LIMIT OF WORK (LOW)MATCH LINE BUILDING OVERHANG BUILDING ENTRY BUILDING PROPERTY LINE SSU L.O.W. PL SEE LX.XX SUBDIVISION LINEAVALON SITE LIMIT OF WORK (LOW) AVB L.O.W. TRASH & RECYCLING RECEPTACLE 1 L501 1.06 PORCELAIN PAVING 1.10 GRANITE PAVING 1 L503 2 L503 1 L502 2 L502 3 L503 7 L502 7 L501 1 L503 4 L503 6 L502 8 L501 10 L501 9 L501 1 L501 5 L502 Project: COPYRIGHT 2025 WESTON & SAMPSON SALEM STATE SOUTH CAMPUS REDEVELOPMENT AVALON SALEM 8 HARRISON ROAD SALEM, MA 01970 Client: Seal: Revisions: No. Date Description COA: Issued For: Drawing Title: Sheet Number: Scale: W&S File No.: KMDG Project No.: Approved By: Date: Reviewed By: Drawn By: COPYRIGHT © 2025 BY WESTON & SAMPSON THIS DRAWING HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE CLIENT & PROJECT NAME LISTED ON THIS DRAWING ONLY. REPRODUCTION, RELEASE OF UTILIZATION OF THE DRAWING CONTENT BY OTHER CLIENTS / FIRMS AND ON OTHER PROJECTS IS PROHIBITED BY LAY. WESTON & SAMPSON RETAINS THE EXCLUSIVE USE OF THE INTELLECTUAL PROPERTY CONTAINED HEREIN. April 17, 2026 1" = 20' AVALONBAY COMMUNITIES, INC. 600 ATLANTIC AVENUE, 20TH FLOOR BOSTON, MA 02210 PERMITTING (NOT FOR CONSTRUCTION) DRAFT 1 04-07-26 PERMITTING 2 04-20-26 PERMITTING HH/LR/SA/DG JN/EB MK 2225.03 60'40'20'10'0 GRAPHIC SCALE : 1" = 20' 69 CANAL STREET | 2ND FLOOR BOSTON, MA 02114 t: 617.227.2560 www.klopfermartin.com MATERIALS & LAYOUT-AVB-4 L104 SEE L101 FOR TYPICAL MATERIALS NOTES. MATERIALS & LAYOUT NOTES 13.99 X BC:14.27 TC:14.77 X BC:14.03 TC:14.53 X 13.75 X BOW:17.00 TOW:23.00 X BOW:17.00 TOW:20.00 X BOW:17.00 TOW:21.00 X BOW:17.00 TOW:25.00 X FC 14.21 X FC 14.38 X FC 14.18 X FC 14.18 X UP UP UP EX-D-108 UP UP UP EX-D-108 1 5 1 6 1 7 SEE L203 SE E L2 0 2 SE E L2 0 2 1.4% 1.0 % 1. 0 % 1.0% 1. 0 % 1. 0 % 1.0% 1.0% 1. 0 % 1 6 16 SSU L.O.W. S S U L . O . W . 1.0% 1.5 % 4.6 % 17 17 17 16 1 7 TS 18.15 FFE 16.00 FFE 16.00 FFE 16.00 FFE 16.00 15.86 15.71 15.79 15.89 16.00. 16.00 15.79 TW 18.00 BW 16.00 15.95 15.71 15.73 LP 15.48 TW 17.20 BW 15.70 BS 15.71 TS 17.71 16.02 16.08 16.0016.04 15.94 TW 17.40 BW 15.90 15.74 16.18 16.62 16.71 16.05 17.71 17.03 17.01 17.93 18.00 17.87 18.00 18.00 18.00 18.00 18.00 17.72 17.88 TW 22.90 BW 17.90 18.00 17.90 TW 23.00 BW 17.90 TW 23.00 BW 18.00 TW 22.90 BW 17.77 TW 22.77 BW 17.77 TW 22.77 BW 17.69 TW 22.85 BW 17.85 17.83 LP 17.8018.00 17.82 18.00 17.94 TW 22.92 BW 17.92 TW 22.92 BW 17.92 17.94 15.62 TW 23.00 BW 18.00 TW 22.95 BW 17.95 LP17.89 18.00 TW 23.03BW 18.03 TW 17.50 TW 17.50 16.92 TW 22.92 BW 17.92 B.O.POOL 14.00 4.39 % 15 FOR ROADWAY AND PARKING LOT GRADING, SEE CIVIL DWGS. TYP. BS 16.15 TS 17.11 TC 16.10 BC 15.60 BS 17.19 1 L40 1 2 L 4 0 1 GRADING LEGEND %XX SLOPE MARKER SPOT ELEVATION - PLAN BOTTOM OF CURB BOTTOM OF STEP BOTTOM OF WALL +BC +BS +BW FINISH FLOOR ELEVATION+FFE HIGH POINT+HP EXISTING CONTOUR PROPOSED CONTOUR12 +XX.XX AREA DRAIN TRENCH DRAIN AD TD TOP OF CURB TOP OF STEP TOP OF WALL +TC +TS +TW SSU CAMPUS PROJECT LIMIT OF WORK (LOW) MATCH LINE BUILDING OVERHANG BUILDING ENTRY BUILDING PROPERTY LINE SSU L.O.W. PL SEE LX.XX SUBDIVISION LINE AVALON SITE LIMIT OF WORK (LOW)AVB L.O.W. LOW POINT+LP Project: COPYRIGHT 2025 WESTON & SAMPSON SALEM STATE SOUTH CAMPUS REDEVELOPMENT AVALON SALEM 8 HARRISON ROAD SALEM, MA 01970 Client: Seal: Revisions: No. Date Description COA: Issued For: Drawing Title: Sheet Number: Scale: W&S File No.: KMDG Project No.: Approved By: Date: Reviewed By: Drawn By: COPYRIGHT © 2025 BY WESTON & SAMPSON THIS DRAWING HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE CLIENT & PROJECT NAME LISTED ON THIS DRAWING ONLY. REPRODUCTION, RELEASE OF UTILIZATION OF THE DRAWING CONTENT BY OTHER CLIENTS / FIRMS AND ON OTHER PROJECTS IS PROHIBITED BY LAY. WESTON & SAMPSON RETAINS THE EXCLUSIVE USE OF THE INTELLECTUAL PROPERTY CONTAINED HEREIN. April 17, 2026 1" = 20' AVALONBAY COMMUNITIES, INC. 600 ATLANTIC AVENUE, 20TH FLOOR BOSTON, MA 02210 PERMITTING (NOT FOR CONSTRUCTION) DRAFT 1 04-07-26 PERMITTING 2 04-20-26 PERMITTING HH/LR/SA/DG JN/EB MK 2225.03 60'40'20'10'0 GRAPHIC SCALE : 1" = 20' 69 CANAL STREET | 2ND FLOOR BOSTON, MA 02114 t: 617.227.2560 www.klopfermartin.com GRADING-AVB-1 L201 1.PRIOR TO COMMENCING ANY EXCAVATION WORK, THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES IN ACCORDANCE WITH THE “DIG SAFE” NOTIFICATION PROCEDURES PROMOTED BY RESPECTIVE UTILITY COMPANIES. The “DIG SAFE” TELEPHONE NUMBER FOR MASSACHUSETTS IS 1-888-344-7233. 2.CONTRACTOR SHALL VERIFY ALL EXISTING GRADES IN THE FIELD AND REPORT ANY DISCREPANCIES IMMEDIATELY TO THE LANDSCAPE ARCHITECT. 3.GRADE SURFACES TO SLOPE AWAY FROM ALL BUILDINGS & STRUCTURES. ASSURE POSITIVE DRAINAGE AND PREVENT PONDING OF SURFACE DRAINAGE. 4.CONTRACTOR SHALL STAKE GRADES FOR LANDSCAPE ARCHITECT'S APPROVAL. 5.EXCAVATION REQUIRED WITHIN PROXIMITY OF UTILITY LINES SHALL BE DONE BY HAND. CONTRACTOR SHALL REPAIR ANY DAMAGE TO EXISTING UTILITY LINES INCURRED DURING CONSTRUCTION OPERATIONS AT NO EXTRA COST TO THE OWNER. 6.CONTRACTOR SHALL VERIFY ALL EXISTING TOP AND BOTTOM OF CURB AND TOP AND BOTTOM OF WALL ELEVATIONS BEFORE PROCEEDING WITH ANY CONSTRUCTION. 7.NEW SIDEWALK PAVEMENT SHALL MEET TOP OF EXISTING GRANITE CURBS. 8.CONTRACTOR SHALL MAINTAIN FUNCTION OF EXISTING DRAINAGE SYSTEM DURING THE COURSE OF WORK. 9.CONTRACTOR SHALL MEET EXISTING GRADE AT LIMIT OF WORK LINE WITHOUT DISTURBING ABUTTING DRAINAGE CONDITIONS. 10. BEFORE PLANTING SOIL MIX IS BROUGHT INTO THE SITE THE CONTRACTOR SHALL HARROW OR LOOSEN THE EXISTING SUB-SOIL SURFACE IN AREAS TO BE PLANTED TO A DEPTH OF 4 INCHES. 11. FINISH GRADE OF ALL AREAS TO BE PLANTED SHALL BE FLUSH WITH TOPS OF ADJACENT CURBS OR WALLS EXCEPT WHERE OTHERWISE NOTED. 12. CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY INTO EXISTING 13. CONTRACTOR SHALL MAINTAIN EXISTING GRADE AT EXISTING PLANT MATERIAL TO REMAIN. 14. ALL FILL MATERIAL IS SUBJECT TO APPROVAL BY LANDSCAPE ARCHITECT. 15. CONTRACTOR SHALL PITCH EVENLY BETWEEN SPOT GRADES. SET STRAIGHT LINE GRADES BETWEEN ELEVATIONS UNLESS OTHERWISE NOTED. 16. ALL PAVED AREAS MUST PITCH TO DRAIN AT A MINIMUM SLOPE OF ONE-EIGHTH INCH (1/8”) PER FOOT. ANY DISCREPANCIES NOT ALLOWING THIS TO OCCUR SHALL BE REPORTED TO THE LANDSCAPE ARCHITECT PRIOR TO CONTINUING WORK. 17. CROSS SLOPES OF ALL PATHS AND SIDEWALKS SHALL NOT EXCEED 2% 18. ANY AREA OUTSIDE THE LIMIT OF WORK LINE THAT IS DISTURBED SHALL BE RESTORED TO ITS ORIGINAL CONDITION AT NO EXTRA COST TO THE OWNER. 19. NOTIFY LANDSCAPE ARCHITECT FOR REVIEW OF ROUGH GRADING PRIOR TO TOPSOIL PLACEMENT, SOIL PREPARATIONOR PLANTING. 20.NOTIFY LANDSCAPE ARCHITECT FOR REVIEW OF FINISH GRADING OF TOPSOIL PRIOR TO PLANTING. 21.THE CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTING ALL IMPROVEMENTS IN FULL COMPLIANCE WITH THE AMERICANS WITH DISABILITIES ACT AND WITH THE MASSACHUSETTS ARCHITECTURAL ACCESS BOARD REQUIREMENTS. 22.THE CONTRACTOR IS RESPONSIBLE FOR CORRECTING ANY PAVED AREAS WHERE PUDDLING OCCURS AT HIS EXPENSE IN A MANNER APPROVED BY THE LANDSCAPE ARCHITECT/OWNER. 23.CONTRACTOR SHALL MAKE TOP OF WALL PROFILES LEVEL UNLESS OTHERWISE NOTED. 24.CONTRACTOR SHALL HOLD DOWN FINISH GRADE OF LAWN AREA SOIL AND SOIL OF OTHER PLANTING AREAS THAT DO NOT RECEIVE MULCH 1 INCH BELOW FINISH SURFACE OF ADJACENT PAVING UNLESS OTHERWISE NOTED. 25.HOLD DOWN FINISH GRADE OF PLANTING AREAS TO RECEIVE MULCH SO THAT SPECIFIED MULCH LAYER FINISH SURFACE IS SAME ELEVATION AS ADJACENT PAVING FINISH SURFACES. 26. ELEVATION AT BUILDING ENTRIES NOT TO BE LOWER THAN 1/4" FFE. 27.ELEVATIONS RELATIVE TO X . . . 28.SURVEY APPLIES TO AREA OUTSIDE LIMIT OF WORK ONLY. AREA WITHIN LIMIT OF WORK HAS BEEN SIGNIFICANTLY ALTERED SINCE DATE OF SURVEY, AND HAS BEEN TURNED OFF FOR THE PURPOSES OF THIS DRAWING. GRADING NOTES 15' W A Y MAP 31 LOT 1 MAP 31 LOT 1 BOW:17.00 TOW:20.00 X BOW:17.00 TOW:20.00 X BOW:17.00 TOW:29.00 X BOW:21.00 TOW:29.00 X BOW:18.00 TOW:36.00 X BOW:28.00 TOW:35.00 X 17.92 X 17.33 X 17.25 X 17.33 X 17.25 X FC:16.73 X UP UP EX-D-107EX-D-108 UP UP EX-D-107EX-D-108 SE E L2 0 1 SEE L203 SSU L.O.W. 1.0 % 0.7% 1. 0 0 % FFE 18.00 16.25 17.6217.70 17.80 17.82 17.37 FFE 18.00 FFE 18.00 16.75 16.87 FFE 18.00 GRADING LEGEND %XX SLOPE MARKER SPOT ELEVATION - PLAN BOTTOM OF CURB BOTTOM OF STEP BOTTOM OF WALL +BC +BS +BW FINISH FLOOR ELEVATION+FFE HIGH POINT+HP EXISTING CONTOUR PROPOSED CONTOUR12 +XX.XX AREA DRAIN TRENCH DRAIN AD TD TOP OF CURB TOP OF STEP TOP OF WALL +TC +TS +TW SSU CAMPUS PROJECT LIMIT OF WORK (LOW) MATCH LINE BUILDING OVERHANG BUILDING ENTRY BUILDING PROPERTY LINE SSU L.O.W. PL SEE LX.XX SUBDIVISION LINE AVALON SITE LIMIT OF WORK (LOW)AVB L.O.W. LOW POINT+LP Project: COPYRIGHT 2025 WESTON & SAMPSON SALEM STATE SOUTH CAMPUS REDEVELOPMENT AVALON SALEM 8 HARRISON ROAD SALEM, MA 01970 Client: Seal: Revisions: No. Date Description COA: Issued For: Drawing Title: Sheet Number: Scale: W&S File No.: KMDG Project No.: Approved By: Date: Reviewed By: Drawn By: COPYRIGHT © 2025 BY WESTON & SAMPSON THIS DRAWING HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE CLIENT & PROJECT NAME LISTED ON THIS DRAWING ONLY. REPRODUCTION, RELEASE OF UTILIZATION OF THE DRAWING CONTENT BY OTHER CLIENTS / FIRMS AND ON OTHER PROJECTS IS PROHIBITED BY LAY. WESTON & SAMPSON RETAINS THE EXCLUSIVE USE OF THE INTELLECTUAL PROPERTY CONTAINED HEREIN. April 17, 2026 1" = 20' AVALONBAY COMMUNITIES, INC. 600 ATLANTIC AVENUE, 20TH FLOOR BOSTON, MA 02210 PERMITTING (NOT FOR CONSTRUCTION) DRAFT 1 04-07-26 PERMITTING 2 04-20-26 PERMITTING HH/LR/SA/DG JN/EB MK 2225.03 60'40'20'10'0 GRAPHIC SCALE : 1" = 20' 69 CANAL STREET | 2ND FLOOR BOSTON, MA 02114 t: 617.227.2560 www.klopfermartin.com GRADING-AVB-2 L202 GRADING NOTES 1.SEE L201 FOR TYPICAL GRADING NOTES. MAP 31 LOT 1 13.99 X BC:14.27 TC:14.77 X BC:14.03 TC:14.53 X 13.75 X 17.33 X 17.33 X 12.95 X FC: 17.89 X FC: 17.89X 13.20 X FC 14.21 X FC 14.38 X FC 13.70 X FC 13.40 X FC 14.18 X FC 14.18 X TC:12.20 BC:11.70 X TC:13.53 BC:13.03 X UP EX-D-107EX-D-108 UP EX-D-107EX-D-108 DN 18.83 BS 18.38 TS 20.67 18.35 18 1.7 3 % 13.52 6.35%13.58 17161514 TC 17.95 BC 17.45 18 17.50 1.7 3 % 1.7 3 % 18 18 1716 181415 2 0 1 9 TW 20.33 BW 18.83 TW 20.33 BW 18.60 19 18 19 TC 17.36 BC 17.36 18.20 16 17 1 5 1 6 1 7 1 8 1. 0 % 1.0% 1. 6 5 % 1.0% 14 1.1 7 % 3.8% 17 16 15 14 2.0 % 2. 0 % SE E L2 0 4 SEE L201 SE E L2 0 1 1. 0 % 1.0 % 16 16 AVB L . O . W . WIN N L . O . W . SS U L . O . W . 4.5 % 4.5 % 15 18181617 18 19 19 16.00 FFE 16.00 16.00 17.00 17.89 18.94 14.05 13.79 13.26 13.85 13.36 13.77 17.85 17.8817.79 17.72 19.08 17.97 18.00 18.94 17.89 19.08 14.38 HP 19.5 TW 17.40 BW 15.90 FFE 18.00 FFE 18.00 18.00 13.68 15.77 15.78 TW 17.40 BW 15.82 TW 17.40 BW 15.90 15.80 TW 17.40 BW 15.82 TW 17.40 BW 15.81 13.44 14.23 TW 15.88 BW 14.38 14.38 BS 15.53 TS 18.11 BS 17.11 TS 17.03 15.45 BW 15.71 LP 17.27 TC 17.50 TC/BC 14.21 TC/BC 17.89 TC/BC 17.89 TW 19.50 BW 18.00 TW 19.50 BW 18.00 TW 19.50 BW 18.00 TW 19.50 BW 18.00 16.50 17.33 17 PL 18.00 18.00 18.00 18.00 15 FOR ROADWAY AND PARKING LOT GRADING, SEE CIVIL DWGS. TYP. TW 15.50 BW 14.00 TW 17.00 BW 15.50 TW 15.39 BW 13.89 TW 19.27 BW 17.77 1 . 1 % TW 19.21 BW 17.71 TS 15.94 15.94 BS 14.62 TC 14.53 1.1 % 14.33 BS 14.36 TS 15.86 7.9% TC/BC 14.18 1 L4 0 2 3 L4 0 2 2 L402 14.53 15.90 14.33 TC +6" TC +6" ABOVE RAISED CROSSING ABOVE RAISED CROSSING TC +6" ABOVE RAISED CROSSING 1 . 2 3 % 1.0 % GRADING LEGEND %XX SLOPE MARKER SPOT ELEVATION - PLAN BOTTOM OF CURB BOTTOM OF STEP BOTTOM OF WALL +BC +BS +BW FINISH FLOOR ELEVATION+FFE HIGH POINT+HP EXISTING CONTOUR PROPOSED CONTOUR12 +XX.XX AREA DRAIN TRENCH DRAIN PLANTER DRAIN AD TD PD TOP OF CURB TOP OF STEP TOP OF WALL +TC +TS +TW SSU CAMPUS PROJECT LIMIT OF WORK (LOW) MATCH LINE BUILDING OVERHANG BUILDING ENTRY BUILDING PROPERTY LINE SSU L.O.W. PL SEE LX.XX SUBDIVISION LINE AVALON SITE LIMIT OF WORK (LOW)AVB L.O.W. LOW POINT+LP Project: COPYRIGHT 2025 WESTON & SAMPSON SALEM STATE SOUTH CAMPUS REDEVELOPMENT AVALON SALEM 8 HARRISON ROAD SALEM, MA 01970 Client: Seal: Revisions: No. Date Description COA: Issued For: Drawing Title: Sheet Number: Scale: W&S File No.: KMDG Project No.: Approved By: Date: Reviewed By: Drawn By: COPYRIGHT © 2025 BY WESTON & SAMPSON THIS DRAWING HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE CLIENT & PROJECT NAME LISTED ON THIS DRAWING ONLY. REPRODUCTION, RELEASE OF UTILIZATION OF THE DRAWING CONTENT BY OTHER CLIENTS / FIRMS AND ON OTHER PROJECTS IS PROHIBITED BY LAY. WESTON & SAMPSON RETAINS THE EXCLUSIVE USE OF THE INTELLECTUAL PROPERTY CONTAINED HEREIN. April 17, 2026 1" = 20' AVALONBAY COMMUNITIES, INC. 600 ATLANTIC AVENUE, 20TH FLOOR BOSTON, MA 02210 PERMITTING (NOT FOR CONSTRUCTION) DRAFT 1 04-07-26 PERMITTING 2 04-20-26 PERMITTING HH/LR/SA/DG JN/EB MK 2225.03 60'40'20'10'0 GRAPHIC SCALE : 1" = 20' 69 CANAL STREET | 2ND FLOOR BOSTON, MA 02114 t: 617.227.2560 www.klopfermartin.com GRADING-AVB-3 L203 GRADING NOTES 1.SEE L201 FOR TYPICAL GRADING NOTES. L O R I N G A V E N U E ( A K A X X X X X X X ) ( X X X ' W I D E R O W ) HARRISON ROAD (PUBLIC - 40' WIDE R O W ) (PER REF. #3) MAP 31 LOT 8 MAP 31 LOT 7 MAP 31 LOT 3 MAP 31 LOT 2 BOW:30.00 TOW:31.00 X BOW:23.00 TOW:24.00 X BOW:17.00 TOW:22.00 X BOW:17.00 TOW:21.00 X FC:18.49 X FC:(18.53) X (18.62) XFC:18.10 X BC:18.00 TC:18.50 X 17.33 X BC:16.79 TC:17.29 X X BC:18.70 TC:19.20 X BC:18.90 TC:19.40 X (21.4) X(21.2) X FFE=19.5 X X UPUP 19'-6" 21'-8" 19.33 FFE 21.83 FFE 21.83 TW (21.8) FFE 19.50 TC 18.50 TC 19.50 SE E L2 0 4 WINN L.O.W. AVB L.O.W. S S U L . O . W . S S U L . O . W . FFE 18.00 FFE 18.00 18 16.50 16.70 17.33 17 P L P L PL PL 18.00 GRADING LEGEND %XX SLOPE MARKER SPOT ELEVATION - PLAN BOTTOM OF CURB BOTTOM OF STEP BOTTOM OF WALL +BC +BS +BW FINISH FLOOR ELEVATION+FFE HIGH POINT+HP EXISTING CONTOUR PROPOSED CONTOUR12 +XX.XX AREA DRAIN TRENCH DRAIN PLANTER DRAIN AD TD PD TOP OF CURB TOP OF STEP TOP OF WALL +TC +TS +TW SSU CAMPUS PROJECT LIMIT OF WORK (LOW) MATCH LINE BUILDING OVERHANG BUILDING ENTRY BUILDING PROPERTY LINE SSU L.O.W. PL SEE LX.XX SUBDIVISION LINE AVALON SITE LIMIT OF WORK (LOW)AVB L.O.W. LOW POINT+LP Project: COPYRIGHT 2025 WESTON & SAMPSON SALEM STATE SOUTH CAMPUS REDEVELOPMENT AVALON SALEM 8 HARRISON ROAD SALEM, MA 01970 Client: Seal: Revisions: No. Date Description COA: Issued For: Drawing Title: Sheet Number: Scale: W&S File No.: KMDG Project No.: Approved By: Date: Reviewed By: Drawn By: COPYRIGHT © 2025 BY WESTON & SAMPSON THIS DRAWING HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE CLIENT & PROJECT NAME LISTED ON THIS DRAWING ONLY. REPRODUCTION, RELEASE OF UTILIZATION OF THE DRAWING CONTENT BY OTHER CLIENTS / FIRMS AND ON OTHER PROJECTS IS PROHIBITED BY LAY. WESTON & SAMPSON RETAINS THE EXCLUSIVE USE OF THE INTELLECTUAL PROPERTY CONTAINED HEREIN. April 17, 2026 1" = 20' AVALONBAY COMMUNITIES, INC. 600 ATLANTIC AVENUE, 20TH FLOOR BOSTON, MA 02210 PERMITTING (NOT FOR CONSTRUCTION) DRAFT 1 04-07-26 PERMITTING 2 04-20-26 PERMITTING HH/LR/SA/DG JN/EB MK 2225.03 60'40'20'10'0 GRAPHIC SCALE : 1" = 20' 69 CANAL STREET | 2ND FLOOR BOSTON, MA 02114 t: 617.227.2560 www.klopfermartin.com GRADING-AVB-4 L204 GRADING NOTES 1.SEE L201 FOR TYPICAL GRADING NOTES. CODE QTY BOTANICAL NAME COMMON NAME SIZE TREES AL3 3 Amelanchier laevis Allegheny Serviceberry Multi-trunk 5-6' ht. B&B AM 8 Amelanchier canadensis Canadian Serviceberry Multi-trunk 5-6' ht. B&B AU 2 Amelanchier x grandiflora 'Autumn Brilliance' multistem Autumn Brilliance Apple Serviceberry 6-8' ht. B&B CA 2 Carpinus caroliniana American Hornbeam 2-2.5" caliper CF 13 Cornus florida Flowering Dogwood 2-2.5" caliper GK 5 Gymnocladus dioicus Kentucky Coffeetree 2-2.5" caliper LT 3 Liriodendron tulipifera Tulip Poplar 2.5" caliper MG 1 Metasequoia glyptostroboides Dawn Redwood 7-8' ht. B&B MS 4 Magnolia x soulangeana Saucer Magnolia 5-6` ht. B&B MS2 8 Magnolia virginiana Sweetbay Magnolia 5-6' ht. B&B NS 7 Nyssa sylvatica Tupelo 2-2.5" caliper PC2 3 Prunus sargentii 'Columnaris'Columnar Sargent Cherry 2" caliper QR 1 Quercus rubra Northern Red Oak 2.5-3" caliper SA 2 Sassafras albidum Sassafras 1.5-2" caliper TD 1 Taxodium distichum Bald Cypress 7-8' ht. B&B TO 11 Thuja occidentalis American Arborvitae 6/7` B&B SHRUBS AL 12 Aronia melanocarpa 'UCONNAM165'Low Scape Mound® Black Chokeberry #3 pot AP 11 Aesculus parviflora Bottlebrush Buckeye #3 pot CH 40 Clethra alnifolia 'Hummingbird'Hummingbird Summersweet #3 pot FM 20 Fothergilla milleri Witchalder #3 pot HS 12 Hydrangea quercifolia 'Sike's Dwarf'Sike's Dwarf Oakleaf Hydrangea #7 pot HV2 11 Hamamelis virginiana Common Witch Hazel 4-5` ht. IG 77 Ilex glabra Inkberry Holly 24/30" B&B IR 50 Ilex verticillata 'Red Sprite'Red Sprite Winterberry #3 pot IW 10 Ilex verticillata 'Winter Red'Winter Red Winterberry #3 pot LB 20 Lindera benzoin Spicebush #3 pot RM 15 Rhododendron maximum Rosebay Rhododendron 2.5-3` B&B VH 15 Vaccinium corymbosum Highbush Blueberry #5 pot PLANT SCHEDULE - TREES & SHRUBS GROUNDCOVER MIX 01 - SHADE MIX AS2 Anemone sylvestris Snowdrop Anemone 15%A CARPET OF FERN SPECIES AND SEDGE, ACCENTED WITH SNOWDROP ANEMONE CI Carex morrowii 'Ice Dance'Ice Dance Japanese Sedge 15% CP2 Comptonia peregrina Sweet Fern 20% OS Onoclea sensibilis Sensitive Fern 20% PA Polystichum acrostichoides Christmas Fern 15% GROUNDCOVER MIX 02 - FITNESS PLANTERS AG Andropogon gerardii Big Bluestem 20%A SPATIAL DIVIDER MADE OF BIG BLUESTEM, SWITCH GRASS, GOLDENROD AND INDIAN GRASS, ANCHORED BY INKBERRY HOLLY IS Ilex glabra 'Shamrock'Shamrock Inkberry Holly 20% PV Panicum virgatum Switch Grass 20% SE Solidago erecta Showy Goldenrod 20% SN3 Sorghastrum nutans Indian Grass 20% GROUNDCOVER MIX 03 - AMENITY ROOM BORDERS CF2 Carex flacca Blue Sedge 20%EYE-CATCHING PERENNIALS WITHIN A FULL COVER OF BLUE SEDGE, PITCHER SAGE, AND SILVER-LEAFED ASTER. LQ Lysimachia quadrifolia Whorled Yellow Loosetrife 20% SA Salvia Azurea Pitcher Sage 15% SH Symphyotrichum concolor Silver-leafed Aster 15% GROUNDCOVER MIX 04 - STREETSCAPE GRASSES CL Carex lurida Lurid Sedge 20%A SALT TOLERANT BLEND OF LOW-HEIGHT SEDGE, RUSH, AND SWITCH GRASS TO BORDER ROADSIDE AREAS. CI Carex morrowii 'Ice Dance'Ice Dance Japanese Sedge 15% CP Carex pensylvanica Pennsylvania Sedge 20% CS Carex scoparia Broom Sedge 15% JT Juncus tenuis Path Rush 10% PS Panicum virgatum 'Shenandoah'Shenandoah Switch Grass 20% GROUNDCOVER MIX 05 - WETLAND TRANSITION CL Carex lurida Lurid Sedge 20%ALL-NATIVE SEDGE AND RUSH ANCHOR MOMENTS OF COLORFUL BERGAMOT AND GOLDENROD CS Carex scoparia Broom Sedge 20% JT Juncus tenuis Path Rush 20% MB Monarda fistulosa Bergamot 20% SN Solidago canadensis 'Little Miss Sunshine' Little Miss Sunshine Goldenrod 20% GROUNDCOVER MIX 06 - COMMON PERENNIALS AC Allium cernuum Nodding Onion 9%A VARIETY OF SHOWY PERENNIALS AND POLLINATORS FROM WIDE BURSTS OF GOLDENROD, TALL BLOOMS OF NODDING ONION, AND SHORTER BERGAMOT AT Amsonia tabernaemontana Eastern Bluestar 9% AC2 Aquilegia canadensis Eastern Columbine 9% AN Aster novae-angliae New England Aster 9% EP Echinacea purpurea Coneflower 9% HF Heliopsis helianthoides False Sunflower 9% LS2 Liatris spicata Blazing Star 9% LS Lobelia siphilitica Great Lobelia 9% MB Monarda fistulosa Bergamot 9% MM Monarda media Purple Bergamot 9% SR Solidago rugosa 'Fireworks'Fireworks Wrinkleleaf Goldenrod 10% GROUNDCOVER MIX 07 - REINFORCED EDGE TB Turf Sod Bolero Plus Fescue blend 100%SALT TOLERANT, SHORT COVERAGE ABLE TO WITHSTAND VEHICULAR WEIGHTS AND SHALLOW SOILS GROUNDCOVER MIX 08 - COMMON LAWN BORDER AG Andropogon gerardii Big Bluestem 5%DIVERSE, FULL COVERAGE OF FERNS, GRASSES, MILKWEED, LAMB'S EAR, VIRGINIA WILD RYE, AND SEDGES ACCENTED WITH BLOOMS OF COLUMBINE, ASTER, CONEFLOWER, AND JOE PYE WEED. AC2 Aquilegia canadensis Eastern Columbine 5% AT2 Asclepias tuberosa Butterfly Milkweed 5% AN Aster novae-angliae New England Aster 5% CF2 Carex flacca Blue Sedge 5% CP Carex pensylvanica Pennsylvania Sedge 5% CP2 Comptonia peregrina Sweet Fern 5% EP Echinacea purpurea Coneflower 5% EV Elymus virginicus Virginia Wild Rye 5% EJ Eupatorium fistulosum Hollow Joe Pye Weed 5% OS Onoclea sensibilis Sensitive Fern 10% PV Panicum virgatum Switch Grass 10% PA Polystichum acrostichoides Christmas Fern 10% SN3 Sorghastrum nutans Indian Grass 10% SH Stachys byzantina 'Helen von Stein'Helen von Stein Lamb's Ear 5% SN2 Symphyotrichum novae-angliae New England Aster 5% SEED MIX 01 - SLOPE STABILIZATION AC2 Aquilegia canadensis Eastern Columbine 10%SEED MIX STOCK FROM NEW ENGLAND WETLAND PLANTS - SEMI-SHADE GRASS AND FORBS MIX AC4 Aster prenanthoides Zigzag Aster 10% CF3 Chamaecrista fasciculata Partridge Pea 10% EC Elymus canadensis Canada Wild Rye 10% EV Elymus virginicus Virginia Wild Rye 10% EJ Eupatorium fistulosum Hollow Joe Pye Weed 10% FR Festuca rubra Red Fescue 10% GC Geum canadense White Avens 5% JT Juncus tenuis Path Rush 5% LS2 Liatris spicata Blazing Star 10% OS Onoclea sensibilis Sensitive Fern 10% PLANT SCHEDULE - GROUNDCOVER MIXES PA 01 PA 02 PA 03 PA 04 PA 05 PA 06 PA 07 PA 08 PA 09 SEED MIX 02 - POOL BORDER AT2 Asclepias tuberosa Butterfly Milkweed 5%SEED MIX STOCK FROM NEW ENGLAND WETLAND PLANTS - SHOWY WILDFLOWER MIX - INTENDED TO ESTABLISH EARLY AND PHASE OUT AN Aster novae-angliae New England Aster 5% BA Baptisia australis Blue Wild Indigo 5% CF3 Chamaecrista fasciculata Partridge Pea 5% CL2 Coreopsis lanceolata Lanceleaf Tickseed 5% EC Elymus canadensis Canada Wild Rye 5% ER Elymus riparius Riverbank Rye 5% EJ Eupatorium fistulosum Hollow Joe Pye Weed 5% FR Festuca rubra Red Fescue 10% HA Helenium autumnale Sneezeweed 5% HF Heliopsis helianthoides False Sunflower 5% LS2 Liatris spicata Blazing Star 5% RH Rudbeckia hirta Black-eyed Susan 5% SL Schizachyrium scoparium Little Bluestem 10% SE2 Solidago juncea Early Goldenrod 5% SN3 Sorghastrum nutans Indian Grass 10% VH2 Verbena hastata Blue Vervain 5% SEED MIX 03 - TURF LAWN PP Poa pratensis Kentucky Bluegrass 20%FULL COVERAGE OF DIVERSE TURF LAWN SPECIESTBTurf Sod Bolero Plus Fescue blend 60% TM Turf Sod Marathon III Turf-type Tall Fescue 20% SEED MIX 04 - WOODLAND SLOPE AI Asclepias incarnata Swamp Milkweed 5%SEED MIX STOCK FROM NEW ENGLAND WETLANT PLANTS - WET SEED MIX - TO BE PLANTED ALONG EXISTING FORESTED WOODLAND. AL2 Aster lateriflorus Calico Aster 5% BF Bidens frondosa Devil's Beggartick 5% CC Carex crinita Fringed Sedge 10% CL3 Carex lupulina Hop Sedge 5% CL Carex lurida Lurid Sedge 5% CS Carex scoparia Broom Sedge 5% CV Carex vulpinoidea Fox Sedge 5% EJ2 Eupatorium maculatum Joe Pye Weed 5% GG Glyceria grandis Reed Manna Grass 10% IV Iris versicolor Blue Flag 5% JE Juncus effusus Soft Rush 5% MR Mimulus ringens Monkeyflower 5% PP2 Poa palustris Fowl Bluegrass 10% SA2 Scirpus atrovirens Dark Green Bulrush 5% VN Vernonia noveboracensis Common Ironweed 10% PA 10 PA 11 PA 12 Project: COPYRIGHT 2025 WESTON & SAMPSON SALEM STATE SOUTH CAMPUS REDEVELOPMENT AVALON SALEM 8 HARRISON ROAD SALEM, MA 01970 Client: Seal: Revisions: No. Date Description COA: Issued For: Drawing Title: Sheet Number: Scale: W&S File No.: KMDG Project No.: Approved By: Date: Reviewed By: Drawn By: COPYRIGHT © 2025 BY WESTON & SAMPSON THIS DRAWING HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE CLIENT & PROJECT NAME LISTED ON THIS DRAWING ONLY. REPRODUCTION, RELEASE OF UTILIZATION OF THE DRAWING CONTENT BY OTHER CLIENTS / FIRMS AND ON OTHER PROJECTS IS PROHIBITED BY LAY. WESTON & SAMPSON RETAINS THE EXCLUSIVE USE OF THE INTELLECTUAL PROPERTY CONTAINED HEREIN. April 17, 2026 1" = 20' AVALONBAY COMMUNITIES, INC. 600 ATLANTIC AVENUE, 20TH FLOOR BOSTON, MA 02210 PERMITTING (NOT FOR CONSTRUCTION) DRAFT 1 04-07-26 PERMITTING 2 04-20-26 PERMITTING HH/LR/SA/DG JN/EB MK 2225.03 69 CANAL STREET | 2ND FLOOR BOSTON, MA 02114 t: 617.227.2560 www.klopfermartin.com PLANTING SCHEDULE-AVB L300 1.ALL NEW PLANT MATERIAL SHALL CONFORM TO THE MINIMUM GUIDELINES ESTABLISHED BY THE AMERICAN STANDARD FOR NURSERY STOCK PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN, INC. IN ADDITION, ALL NEW PLANT MATERIAL FOR THE PROJECT SHALL BE OF SPECIMEN QUALITY. 2.ALL NEW PLANTS TO BE BALLED AND BURLAPPED OR CONTAINER-GROWN, UNLESS OTHERWISE NOTED ON PLANT LIST. 3.ANY PROPOSED SUBSTITUTIONS OF PLANT SPECIES SHALL BE MADE WITH PLANTS OF EQUIVALENT OVERALL FORM, HEIGHT, BRANCHING HABIT, FLOWER, LEAF, COLOR, FRUIT AND CULTURE ONLY AS APPROVED BY THE LANDSCAPE ARCHITECT. 4.ALL NEW PLANTS SHALL BE TAGGED AND APPROVED BY THE LANDSCAPE ARCHITECT AT THE NURSERY PRIOR TO DIGGING OR DELIVERY TO SITE. CONTRACTOR TO NOTIFY THE LANDSCAPE ARCHITECT TWO WEEKS IN ADVANCE TO TREE TAGGING TO SCHEDULE. 5.CONTRACTOR SHALL LOCATE AND VERIFY ALL EXISTING UTILITY LINES PRIOR TO PLANTING AND SHALL REPORT ANY CONFLICTS TO THE LANDSCAPE ARCHITECT. 6.STAKE LOCATION OF ALL PROPOSED PLANTING FOR APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO THE COMMENCEMENT OF PLANTING. 7.ROOT FLARES OF TREES SHALL BE VISIBLE PRIOR TO PLANTING. IF NOT VISIBLE, CONTRACTOR SHALL REMOVE SOIL FROM TOP OF ROOT BALL UNTIL ROOTFLARE IS EXPOSED. IF SO MUCH SOIL NEEDS TO BE REMOVED IN ORDER TO FIND THE ROOT FLARE THAT THE ROOT BALL IS COMPROMISED, THE TREE SHALL BE REJECTED AND REQUIRE REPLACEMENT FROM THE NURSERY. 8.ALL PLANT BEDS TO RECEIVE TWO INCHES (2") OR THREE INCHES (3") OF BARK MULCH PER SPECIFICATIONS AND DRAWINGS. 9.ALL EXISTING TREES TO REMAIN SHALL BE PROPERLY PROTECTED DURING CONSTRUCTION. PROTECTION TECHNIQUES SHALL BE REVIEWED AND APPROVED BY THE LANDSCAPE ARCHITECT. 10.ALL AREAS TO BE SEEDED SHALL RECEIVE SIX INCHES (6") OF LOAM PRIOR TO SEEDING. 11.LAWN AREAS TO BE REHABILITATED SHALL HAVE EXISTING TURF SURFACE REMOVED AND GRUBBED OUT, AND EXISTING TOPSOIL PRESERVED AND AMENDED. PLANTING NOTES PLANTING CRITERIA 1.ALL PROPOSED TREES MUST BE IN LINE WITH THE SALEM TREE MANUAL LIST OF APPROVED SPECIES. SEE SECTION 6. (https://www.salemma.gov/809/Tree-Commission-Resources) 2.PLANTS WITHIN THE 100-FOOT WETLAND OFFSET ZONE WILL BE ALL NATIVE. 13.99 X BC:14.27 TC:14.77 X BC:14.03 TC:14.53 X 13.75 X BOW:17.00 TOW:23.00 X BOW:17.00 TOW:20.00 X BOW:17.00 TOW:21.00 X BOW:17.00 TOW:25.00 X FC 14.21 X X UP UP UP EX-D-108 UP UP UP EX-D-108 SSU L.O.W. S S U L . O . W . SEE L303 SE E L3 0 2 SE E L3 0 2 12 IG 2 LB 3 LB 1 FM 1 LB 1 IG 2 LB 2 IG 2 IG 2 FM 1 IG 3 FM 1 FM 14 IG 2 IG 2 LB 1 FM 1 LB 4 LB 2 FM 1 LB 1 FM 2 CH 1 LB 3 VH 1 AL 1 AL 1 AL 1 LB 1 VH 1 LB 1 VH 1 LB 5 CH 1 AM 1 MS2 1 MS2 1 MS2 3 CH 4 CH 1 IR 1 VH 1 IR 1 AM 1 CF 1 AM 1 GK 1 CF 1 AM 3 CH 3 VH 4 IR 3 IR 3 IR 3 CH 2 IR 2 VH 1 IR 1 CF 6 IG 3 IG PA 02 PA 03 PA 03 PA 03 PA 03 PA 03 PA 10 PA 10 PA 10 3 CH 2 CF 1 VH 2 VH 1 VH 2 CH 2 AM PA 12 2 AU PLANTING LEGEND 5.00 PLANTING, SEE L300 FOR PLANT SCHEDULE GROUNDCOVER MIX 01 (SHADE MIX) GROUNDCOVER MIX 02 (FITNESS PLANTERS) GROUNDCOVER MIX 03 (AMENITY ROOM BORDERS) GROUNDCOVER MIX 04 (STREETSCAPE GRASSES) GROUNDCOVER MIX 05 (WETLAND TRANSITION) GROUNDCOVER MIX 06 (COMMON PERENNIALS) GROUNDCOVER MIX 07 (REINFORCED EDGE) GROUNDCOVER MIX 08 (COMMON LAWN BORDER) SEED MIX 01 - SLOPE STABILIZATION SEED MIX 02 - POOL BORDER SEED MIX 03 - TURF LAWN PA 01 PA 02 PA 03 PA 04 PA 05 PA 06 PA 07 PA 08 PA 09 PA 10 PA 11 SSU CAMPUS PROJECT LIMIT OF WORK (LOW) MATCH LINE BUILDING OVERHANG BUILDING ENTRY BUILDING PROPERTY LINE SSU L.O.W. PL SEE LX.XX SUBDIVISION LINE AVALON SITE LIMIT OF WORK (LOW)AVB L.O.W. SEED MIX 04 - WETLAND SLOPEPA 12 Project: COPYRIGHT 2025 WESTON & SAMPSON SALEM STATE SOUTH CAMPUS REDEVELOPMENT AVALON SALEM 8 HARRISON ROAD SALEM, MA 01970 Client: Seal: Revisions: No. Date Description COA: Issued For: Drawing Title: Sheet Number: Scale: W&S File No.: KMDG Project No.: Approved By: Date: Reviewed By: Drawn By: COPYRIGHT © 2025 BY WESTON & SAMPSON THIS DRAWING HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE CLIENT & PROJECT NAME LISTED ON THIS DRAWING ONLY. REPRODUCTION, RELEASE OF UTILIZATION OF THE DRAWING CONTENT BY OTHER CLIENTS / FIRMS AND ON OTHER PROJECTS IS PROHIBITED BY LAY. WESTON & SAMPSON RETAINS THE EXCLUSIVE USE OF THE INTELLECTUAL PROPERTY CONTAINED HEREIN. April 17, 2026 1" = 20' AVALONBAY COMMUNITIES, INC. 600 ATLANTIC AVENUE, 20TH FLOOR BOSTON, MA 02210 PERMITTING (NOT FOR CONSTRUCTION) DRAFT 1 04-07-26 PERMITTING 2 04-20-26 PERMITTING HH/LR/SA/DG JN/EB MK 2225.03 69 CANAL STREET | 2ND FLOOR BOSTON, MA 02114 t: 617.227.2560 www.klopfermartin.com PLANTING PLAN-AVB-1 L301 PLANTING NOTES SEE L300 FOR TYPICAL NOTES. 15' W A Y MAP 31 LOT 1 MAP 31 LOT 1 BOW:17.00 TOW:20.00 X BOW:17.00 TOW:20.00 X BOW:17.00 TOW:29.00 X BOW:21.00 TOW:29.00 X BOW:18.00 TOW:36.00 X BOW:28.00 TOW:35.00 X 17.92 X 17.33 X 17.25 X 17.33 X 17.25 X FC:16.73 X UP UP EX-D-107EX-D-108 UP UP EX-D-107EX-D-108 SSU L.O.W. SE E L3 0 1 SE E L3 0 1 SEE L303 6 IG 5 IG 5 IG 6 IG 3 TO 3 TO 2 TO 3 TO 2 NS1 NS 2 IG 2 IG PA 01 PA 01 PA 01 PA 01 PA 01 PA 09 PA 09 PA 09 3 IG 3 AP 4 AP 4 AP PA 07 4 NS PLANTING LEGEND 5.00 PLANTING, SEE L300 FOR PLANT SCHEDULE GROUNDCOVER MIX 01 (SHADE MIX) GROUNDCOVER MIX 02 (FITNESS PLANTERS) GROUNDCOVER MIX 03 (AMENITY ROOM BORDERS) GROUNDCOVER MIX 04 (STREETSCAPE GRASSES) GROUNDCOVER MIX 05 (WETLAND TRANSITION) GROUNDCOVER MIX 06 (COMMON PERENNIALS) GROUNDCOVER MIX 07 (REINFORCED EDGE) GROUNDCOVER MIX 08 (COMMON LAWN BORDER) SEED MIX 01 - SLOPE STABILIZATION SEED MIX 02 - POOL BORDER SEED MIX 03 - TURF LAWN PA 01 PA 02 PA 03 PA 04 PA 05 PA 06 PA 07 PA 08 PA 09 PA 10 PA 11 SSU CAMPUS PROJECT LIMIT OF WORK (LOW) MATCH LINE BUILDING OVERHANG BUILDING ENTRY BUILDING PROPERTY LINE SSU L.O.W. PL SEE LX.XX SUBDIVISION LINE AVALON SITE LIMIT OF WORK (LOW)AVB L.O.W. SEED MIX 04 - WETLAND SLOPEPA 12 Project: COPYRIGHT 2025 WESTON & SAMPSON SALEM STATE SOUTH CAMPUS REDEVELOPMENT AVALON SALEM 8 HARRISON ROAD SALEM, MA 01970 Client: Seal: Revisions: No. Date Description COA: Issued For: Drawing Title: Sheet Number: Scale: W&S File No.: KMDG Project No.: Approved By: Date: Reviewed By: Drawn By: COPYRIGHT © 2025 BY WESTON & SAMPSON THIS DRAWING HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE CLIENT & PROJECT NAME LISTED ON THIS DRAWING ONLY. REPRODUCTION, RELEASE OF UTILIZATION OF THE DRAWING CONTENT BY OTHER CLIENTS / FIRMS AND ON OTHER PROJECTS IS PROHIBITED BY LAY. WESTON & SAMPSON RETAINS THE EXCLUSIVE USE OF THE INTELLECTUAL PROPERTY CONTAINED HEREIN. April 17, 2026 1" = 20' AVALONBAY COMMUNITIES, INC. 600 ATLANTIC AVENUE, 20TH FLOOR BOSTON, MA 02210 PERMITTING (NOT FOR CONSTRUCTION) DRAFT 1 04-07-26 PERMITTING 2 04-20-26 PERMITTING HH/LR/SA/DG JN/EB MK 2225.03 69 CANAL STREET | 2ND FLOOR BOSTON, MA 02114 t: 617.227.2560 www.klopfermartin.com PLANTING PLAN-AVB-2 L302 PLANTING NOTES SEE L300 FOR TYPICAL NOTES. MAP 31 LOT 1 13.99 X BC:14.27 TC:14.77 X BC:14.03 TC:14.53 X 13.75 X 17.33 X 17.33 X 12.95 X FC: 17.89 X FC: 17.89X 13.20 X FC 14.21 X FC 14.38 X FC 13.70 X FC 13.40 X FC 14.18 X FC 14.18 X TC:12.20 BC:11.70 X TC:13.53 BC:13.03 X UP EX-D-107EX-D-108 UP EX-D-107EX-D-108 DN 1 RM AVB L . O . W . WIN N L . O . W . SS U L . O . W . SE E L3 0 4 SEE L301 1 AM 1 CF 1 AM 1 CF 1 MS2 1 LT 1 QR 1 LT 1 SA 1 CF 1 TD 1 SA 1 CF 1 CF 1 CF 3 RM 2 RM 2 RM 4 RM 2 AL3 1 CA 1 MS2 1 MS2 2 RM 1 RM 1 CF 1 MS2 1 MS2 1 CF PA 01 PA 01 PA 01 PA 01 PA 11 PA 03 PA 03 PA 04 PA 04 PA 04 PA 04 PA 04 PA 04 PA 05 PA 05 PA 06 PA 07 PA 07 PA 07 PA 08 PA 08 PA 08 PA 08 PA 11 PA 11 1 AL3 15 CH SE E L3 0 1 SE E L3 0 2 4 HS 3 IR 5 IR 1 HV2 5 IR 2 IR 1 HV2 11 IR 3 IW 3 IR 2 IW 1 HV2 2 HV2 2 IW 4 IR 1 HV2 1 IW 1 HV2 1 IR 2 IW 3 HV2 2 MS 2 FM 2 HS 3 HS 5 FM 1 AL 6 AL 1 MG 1 MS 2 AL 1 HV2 1 MS 2 FM 2 HS 1 PC2 4 GK 2 AU PLANTING LEGEND 5.00 PLANTING, SEE L300 FOR PLANT SCHEDULE GROUNDCOVER MIX 01 (SHADE MIX) GROUNDCOVER MIX 02 (FITNESS PLANTERS) GROUNDCOVER MIX 03 (AMENITY ROOM BORDERS) GROUNDCOVER MIX 04 (STREETSCAPE GRASSES) GROUNDCOVER MIX 05 (WETLAND TRANSITION) GROUNDCOVER MIX 06 (COMMON PERENNIALS) GROUNDCOVER MIX 07 (REINFORCED EDGE) GROUNDCOVER MIX 08 (COMMON LAWN BORDER) SEED MIX 01 - SLOPE STABILIZATION SEED MIX 02 - POOL BORDER SEED MIX 03 - TURF LAWN PA 01 PA 02 PA 03 PA 04 PA 05 PA 06 PA 07 PA 08 PA 09 PA 10 PA 11 SSU CAMPUS PROJECT LIMIT OF WORK (LOW) MATCH LINE BUILDING OVERHANG BUILDING ENTRY BUILDING PROPERTY LINE SSU L.O.W. PL SEE LX.XX SUBDIVISION LINE AVALON SITE LIMIT OF WORK (LOW)AVB L.O.W. SEED MIX 04 - WETLAND SLOPEPA 12 Project: COPYRIGHT 2025 WESTON & SAMPSON SALEM STATE SOUTH CAMPUS REDEVELOPMENT AVALON SALEM 8 HARRISON ROAD SALEM, MA 01970 Client: Seal: Revisions: No. Date Description COA: Issued For: Drawing Title: Sheet Number: Scale: W&S File No.: KMDG Project No.: Approved By: Date: Reviewed By: Drawn By: COPYRIGHT © 2025 BY WESTON & SAMPSON THIS DRAWING HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE CLIENT & PROJECT NAME LISTED ON THIS DRAWING ONLY. REPRODUCTION, RELEASE OF UTILIZATION OF THE DRAWING CONTENT BY OTHER CLIENTS / FIRMS AND ON OTHER PROJECTS IS PROHIBITED BY LAY. WESTON & SAMPSON RETAINS THE EXCLUSIVE USE OF THE INTELLECTUAL PROPERTY CONTAINED HEREIN. April 17, 2026 1" = 20' AVALONBAY COMMUNITIES, INC. 600 ATLANTIC AVENUE, 20TH FLOOR BOSTON, MA 02210 PERMITTING (NOT FOR CONSTRUCTION) DRAFT 1 04-07-26 PERMITTING 2 04-20-26 PERMITTING HH/LR/SA/DG JN/EB MK 2225.03 69 CANAL STREET | 2ND FLOOR BOSTON, MA 02114 t: 617.227.2560 www.klopfermartin.com PLANTING PLAN-AVB-3 L303 PLANTING NOTES SEE L300 FOR TYPICAL NOTES. L O R I N G A V E N U E ( A K A X X X X X X X ) ( X X X ' W I D E R O W ) HARRISON ROAD (PUBLIC - 40' WIDE R O W ) (PER REF. #3) MAP 31 LOT 8 MAP 31 LOT 7 MAP 31 LOT 3 MAP 31 LOT 2 BOW:30.00 TOW:31.00 X BOW:23.00 TOW:24.00 X BOW:17.00 TOW:22.00 X BOW:17.00 TOW:21.00 X FC:18.49 X FC:(18.53) X (18.62) XFC:18.10 X BC:18.00 TC:18.50 X 17.33 X BC:16.79 TC:17.29 X X BC:18.70 TC:19.20 X BC:18.90 TC:19.40 X (21.4) X(21.2) X X UPUP WINN L.O.W. AVB L.O.W. S S U L . O . W . S S U L . O . W . SE E L3 0 3 2 IG PA 01 PA 01 PA 01 PA 04 PA 095 IG 3 IG4 AP 1 PC2 1 PC2 PLANTING LEGEND 5.00 PLANTING, SEE L300 FOR PLANT SCHEDULE GROUNDCOVER MIX 01 (SHADE MIX) GROUNDCOVER MIX 02 (FITNESS PLANTERS) GROUNDCOVER MIX 03 (AMENITY ROOM BORDERS) GROUNDCOVER MIX 04 (STREETSCAPE GRASSES) GROUNDCOVER MIX 05 (WETLAND TRANSITION) GROUNDCOVER MIX 06 (COMMON PERENNIALS) GROUNDCOVER MIX 07 (REINFORCED EDGE) GROUNDCOVER MIX 08 (COMMON LAWN BORDER) SEED MIX 01 - SLOPE STABILIZATION SEED MIX 02 - POOL BORDER SEED MIX 03 - TURF LAWN PA 01 PA 02 PA 03 PA 04 PA 05 PA 06 PA 07 PA 08 PA 09 PA 10 PA 11 SSU CAMPUS PROJECT LIMIT OF WORK (LOW) MATCH LINE BUILDING OVERHANG BUILDING ENTRY BUILDING PROPERTY LINE SSU L.O.W. PL SEE LX.XX SUBDIVISION LINE AVALON SITE LIMIT OF WORK (LOW)AVB L.O.W. SEED MIX 04 - WETLAND SLOPEPA 12 Project: COPYRIGHT 2025 WESTON & SAMPSON SALEM STATE SOUTH CAMPUS REDEVELOPMENT AVALON SALEM 8 HARRISON ROAD SALEM, MA 01970 Client: Seal: Revisions: No. Date Description COA: Issued For: Drawing Title: Sheet Number: Scale: W&S File No.: KMDG Project No.: Approved By: Date: Reviewed By: Drawn By: COPYRIGHT © 2025 BY WESTON & SAMPSON THIS DRAWING HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE CLIENT & PROJECT NAME LISTED ON THIS DRAWING ONLY. REPRODUCTION, RELEASE OF UTILIZATION OF THE DRAWING CONTENT BY OTHER CLIENTS / FIRMS AND ON OTHER PROJECTS IS PROHIBITED BY LAY. WESTON & SAMPSON RETAINS THE EXCLUSIVE USE OF THE INTELLECTUAL PROPERTY CONTAINED HEREIN. April 17, 2026 1" = 20' AVALONBAY COMMUNITIES, INC. 600 ATLANTIC AVENUE, 20TH FLOOR BOSTON, MA 02210 PERMITTING (NOT FOR CONSTRUCTION) DRAFT 1 04-07-26 PERMITTING 2 04-20-26 PERMITTING HH/LR/SA/DG JN/EB MK 2225.03 69 CANAL STREET | 2ND FLOOR BOSTON, MA 02114 t: 617.227.2560 www.klopfermartin.com PLANTING PLAN-AVB-4 L304 PLANTING NOTES SEE L300 FOR TYPICAL NOTES. STONE DRIP EDGE4 L501 CABANA 5' HT. BOARD-FORMED CIP CONC. WALL 1 L501CIP CONC PAVING COURTYARD PEDESTRIAN LIGHT POOL STAIR SECTION 1 LP111 6' HT. PICKET FENCE PORCELAIN PAVING 5 L504 DECIDUOUS TREE PLANTING 3 L503 1 L503 PLANTING BUFFER POOL AND POOL DECK UPPER LOUNGE GRILLS AND DINING AMENITY COURTYARD OUTDOOR CO-WORKING PATIO 1 L401 7 L501 NOTE: REFER TO LP SHEETS FOR POOL RELATED DRAWINGS AND DETAILS ROADWAY LIGHT COURTYARD PEDESTRIAN LIGHT POOL CABANA 6' HT. PICKET FENCE IN CIP CONCRETE CURB 4' HT. METAL WIRE MESH FENCE POOL SECTION ARTIFICAL TURF STONE DRIP EDGE 5 L501 5 L504DECIDUOUS TREE PLANTING 4 L5011 L501CIP CONC PAVING 1 LP110 2 L401 4 L503 2 L503 5' HT. BOARD-FORMED CIP CONC. WALL3 L503 6' HT. PICKET FENCE 1 L503 FIRE LANE BUFFER PLANTING POOL AND POOL DECK BUFFER PLANTING NOTE: REFER TO LP SHEETS FOR POOL RELATED DRAWINGS AND DETAILS Project: COPYRIGHT 2025 WESTON & SAMPSON SALEM STATE SOUTH CAMPUS REDEVELOPMENT AVALON SALEM 8 HARRISON ROAD SALEM, MA 01970 Client: Seal: Revisions: No. Date Description COA: Issued For: Drawing Title: Sheet Number: Scale: W&S File No.: KMDG Project No.: Approved By: Date: Reviewed By: Drawn By: COPYRIGHT © 2025 BY WESTON & SAMPSON THIS DRAWING HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE CLIENT & PROJECT NAME LISTED ON THIS DRAWING ONLY. REPRODUCTION, RELEASE OF UTILIZATION OF THE DRAWING CONTENT BY OTHER CLIENTS / FIRMS AND ON OTHER PROJECTS IS PROHIBITED BY LAY. WESTON & SAMPSON RETAINS THE EXCLUSIVE USE OF THE INTELLECTUAL PROPERTY CONTAINED HEREIN. April 17, 2026 1" = 20' AVALONBAY COMMUNITIES, INC. 600 ATLANTIC AVENUE, 20TH FLOOR BOSTON, MA 02210 PERMITTING (NOT FOR CONSTRUCTION) DRAFT 1 04-07-26 PERMITTING 2 04-20-26 PERMITTING HH/LR/SA/DG JN/EB MK 2225.03 69 CANAL STREET | 2ND FLOOR BOSTON, MA 02114 t: 617.227.2560 www.klopfermartin.com SITE SECTIONS L401 AS SHOWN SCALE:3/16" = 1'-0" 2 POOL EAST WEST SITE SECTION SCALE:3/16" = 1'-0" 1 POOL NORTH SOUTH SITE SECTION PRECAST CONC. UNIT PAVING PEDESTRIAN LIGHT CUBIC GRANITE SOCIAL STEPS 2 L501 LOWER PLAZA AND SOCIAL STEPS DIAGONAL MAIN PATH UPPER PLAZA AND HARRINGTON CONNECTION PLANTING BUFFER LANDFORM AND FLEXIBLE LAWN BEYOND 2 L402 5 L502 SEE CIVIL DRAWINGS PRECAST CONC SEATWALL WITH WOOD BENCH TOPPER CIP CONC PAVING 1 L501 BACKLESS BENCHES PRECAST CONC. UNIT PAVING PEDESTRIAN LIGHT 2 L501 LAWN DECIDUOUS TREE PLANTING 5 L504 WINN DRIVEWAY PLANTING BUFFER LOWER PLAZA GARDEN POD DIAGONAL MAIN PATH MAIN LANDFORM AND FLEXIBLE LAWN HARRISON ROAD DRAINAGE ROCK SEE CIVIL DRAWINGS DECIDUOUS TREE PLANTING 5 L504 CUBIC GRANITE SEAT WALL PRECAST CONC. UNIT PAVING 2 L501 5 L502 GRANITE PAVING 10 L501 Project: COPYRIGHT 2025 WESTON & SAMPSON SALEM STATE SOUTH CAMPUS REDEVELOPMENT AVALON SALEM 8 HARRISON ROAD SALEM, MA 01970 Client: Seal: Revisions: No. Date Description COA: Issued For: Drawing Title: Sheet Number: Scale: W&S File No.: KMDG Project No.: Approved By: Date: Reviewed By: Drawn By: COPYRIGHT © 2025 BY WESTON & SAMPSON THIS DRAWING HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE CLIENT & PROJECT NAME LISTED ON THIS DRAWING ONLY. REPRODUCTION, RELEASE OF UTILIZATION OF THE DRAWING CONTENT BY OTHER CLIENTS / FIRMS AND ON OTHER PROJECTS IS PROHIBITED BY LAY. WESTON & SAMPSON RETAINS THE EXCLUSIVE USE OF THE INTELLECTUAL PROPERTY CONTAINED HEREIN. April 17, 2026 1" = 20' AVALONBAY COMMUNITIES, INC. 600 ATLANTIC AVENUE, 20TH FLOOR BOSTON, MA 02210 PERMITTING (NOT FOR CONSTRUCTION) DRAFT 1 04-07-26 PERMITTING 2 04-20-26 PERMITTING HH/LR/SA/DG JN/EB MK 2225.03 69 CANAL STREET | 2ND FLOOR BOSTON, MA 02114 t: 617.227.2560 www.klopfermartin.com SITE SECTIONS L402 AS SHOWN SCALE:3/16" = 1'-0" 1 PATH_COMMON SECTION SCALE:3/16" = 1'-0" 2 LOWER PLAZA TO COMMON LANDFORM SECTION SCALE:3/16" = 1'-0" 3 3_SEATWALL COMMON_SITE SECTION 8" 4" O R 6 " 23 4" 3 4" COMPACTED SUBGRADE COMPACTED GRAVEL C.I.P.REINFORCED CONCRETE SLAB WITH 6"x6" WWM, 2" CLEAR TYP. POLYMERIC SAND SWEPT INTO JOINTS 2" DIA. WEEP HOLES 6' O.C. BOTH WAYS. FILL WITH CRUSHED STONE AND COVER WITH FILTER FABRIC PRECAST CONC. UNIT PAVERS. PAVERS TO BE TYPE 1, TYPE 2, OR TYPE 3. SEE SPECIFICATIONS FOR TYPE, SIZE, AND COLOR. FINAL FINISHES TO BE CONFIRMED PRIOR TO COMPLETING CONSTRUCTION DOCUMENTATION. 3/4" SAND/ASPHALT SETTING BED 2% NEOPRENE MODIFIED ASPHALT TACK COAT NOTE: C.I.P. CONCRETE SLAB SHALL BE 4" DEPTH AT WALKWAYS AND 6" DEPTH AT DRIVEWAYS CUBIC GRANITE STONE PLANT BED, SEE PLANTING PLANS PRECAST CONC. UNIT PAVERS 2 L401 1" MORTATE SETTING BED STAINLESS STEEL DOWEL AT 12" O.C., TYP PREPARED SUBGRADE C.I.P. CONC. FOOTING #4 TIES AT 10" O.C. 1'-6" 1' - 6 " 3" 1" 1' - 6 " 2'-0" 2" CLR. MIN. 1" 4" T Y P . 8" 8" 8" 4 5 ° PREPARED SUBGRADE SAWCUT CONTROL JOINT TO 1 IN. SEE PAVING PLAN FOR LOCATIONS. SEE PLAN DETAIL FOR TYPICAL JOINT LAYOUT 3 8 IN. RIGID EXPANSION JOINT. SEE LAYOUT PLAN FOR LOCATIONS JOINT SEALANT PREFORMED JOINT FILLER SAWCUT EDGE OF WALKWAY ADJACENT TO PROPOSED UNIT PAVERS CLEANLY AND IN A STRAIGHT LINE COMPACTED OR DENSE GRADE SUBGRADE THICKENED EDGE AT EDGE OF PAVING 6X6 WELED WIRE MESH 2" CLEAR TYP. INCLUDE AT ALL CIP CONC. SIDEWALKS AS NOTED ON MATERIALS PLANS L101-L104 1'-6" 4" 4" ALIGN ADJACENT MATERIAL VARIES STEEL LANDSCAPE EDGING, 3 16" X 4". BLACK FINISH 3 4" CRUSHED STONE SEPARATION 4OZ NON-WOVEN GEOTEXTILE 112 " ROUNDED STONE COMPACTED FILL OR UNDISTURBED SUBGRADE BLDG FACE 6" SYNTHETIC TURF FASTENED TO LEDGER PER MANUFACTURER'S RECOMMENDATION FINISH GRADE CONCRETE PAVING PRESSURE TREATED LEDGER BOARD 3 4" XGRASS ENVIROFILL 3 4" STONE COMPACTED BASE 1" SOFPAD EXISTING REGULATED SOIL BELOW GEOTEXTILE FABRIC ARTIFICIAL TURF AT CONC. PAVING CLEAN FILL 6" GEOTEXTILE FABRIC XGRASS PRIME ARTIFICIAL TURF AT CONC. PAVING WITH SAFETY CLEARANCE LIMITATION 6' CLEAR SAFETY ZONE NOTE: USE ONLY AT "PINCH POINT" LOCATIONS WHERE LEDGER BOARD WOULD REDUCE SAFETY ZONE TO LESS THAN 6' CLEAR. 6' CLEAR SAFETY ZONE SYNTHETIC TURF FASTENED TO LEDGER PER MANUFACTURER'S RECOMMENDATION ARTIFICIAL TURF AT CONC. PAVING 3 4" 3 4" 4" 4" COMPACTED GRAVEL BASE COURSE 4"6" PLANTING SOIL 4' WIDE REINFORCED PLANTING ZONE FOR EMERGENCY ACCESS TYPICAL PLANTING GROUNDCOVER PLANTING DENSE-GRADED CRUSHED STONE BASE COMPACTED SUBGRADE 8" 8" 4" 3 4" COMPACTED SUBGRADE COMPACTED GRAVEL C.I.P.REINFORCED CONCRETE SLAB WITH 6"x6" WWM, 2" CLEAR TYP. 2" DIA. WEEP HOLES 6' O.C. BOTH WAYS. FILL WITH CRUSHED STONE AND COVER WITH FILTER FABRIC ASPHALT SETTING BED 2% NEOPRENE MODIFIED ASPHALT TACKCOAT PORCELAIN PAVER POLYMERIC SAND SWEPT INTO JOINTS COMPACTED STABILIZED CRUSHED STONE SCREENINGS WITH BINDER 6" 3" COMPACTED GRAVEL BASE COMPACTED SUB-GRADE STEEL LANDSCAPE EDGING WHERE STABILIZED CRUSHED STONE MEETS LAWN 2" 4" 7" 1' - 0 " PERMEABLE PRECAST CONCRETE UNIT PAVER JOINT AGGREGATE - 1 4" - 3 8" OPEN GRADED STONE (AASHTO #8 OR #9), FILL 1.2" FROM TOP OF PAVERS AGGREGATE SETTING BED - 1 4"-3/8" OPEN GRADED STONE (AASHTO #8 OR #9) BASE AGGREGATE - 3 4" - 1" OPEN GRADED STONE, NO FINES (AASHTO #57) TRAIXIAL GEOGRID TO BE INSTALLED IN LEVEL PLANE ACROSS PERMEABLE PAVER AREAS, EMBEDDED 1'-6" INTO C.I.P. CONC PAVING SUBBASE AGGREGATE - 11 2" - 3" OPEN GRADED STONE, NO FINES (AASHTO #1) COMPACTED SUBGRADE GRANITE PAVERS. TYPICAL. 14" JOINT, TYP. 1" LATEX MORTAR SETTING BED CONCRETE SLAB COMPACTED GRAVEL BASE COURSE 8" 4" 2" 6x6 W2.1x2.1 WWM AT MID DEPTH Project: COPYRIGHT 2025 WESTON & SAMPSON SALEM STATE SOUTH CAMPUS REDEVELOPMENT AVALON SALEM 8 HARRISON ROAD SALEM, MA 01970 Client: Seal: Revisions: No. Date Description COA: Issued For: Drawing Title: Sheet Number: Scale: W&S File No.: KMDG Project No.: Approved By: Date: Reviewed By: Drawn By: COPYRIGHT © 2025 BY WESTON & SAMPSON THIS DRAWING HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE CLIENT & PROJECT NAME LISTED ON THIS DRAWING ONLY. REPRODUCTION, RELEASE OF UTILIZATION OF THE DRAWING CONTENT BY OTHER CLIENTS / FIRMS AND ON OTHER PROJECTS IS PROHIBITED BY LAY. WESTON & SAMPSON RETAINS THE EXCLUSIVE USE OF THE INTELLECTUAL PROPERTY CONTAINED HEREIN. April 17, 2026 1" = 20' AVALONBAY COMMUNITIES, INC. 600 ATLANTIC AVENUE, 20TH FLOOR BOSTON, MA 02210 PERMITTING (NOT FOR CONSTRUCTION) DRAFT 1 04-07-26 PERMITTING 2 04-20-26 PERMITTING HH/LR/SA/DG JN/EB MK 2225.03 69 CANAL STREET | 2ND FLOOR BOSTON, MA 02114 t: 617.227.2560 www.klopfermartin.com SCALE:1 1/2" = 1'-0" 2 PRECAST CONC. UNIT PAVING SCALE:1 1/2" = 1'-0" 3 CUBIC GRANITE SEAT WALL SCALE:1 1/2" = 1'-0" 1 CIP CONC PAVINGSCALE:1 1/2" = 1'-0" 4 STONE DRIP EDGE SCALE:1" = 1'-0" 5 ARTIFICAL TURF DETAILS - PAVING, CURBS, AND WALLS L501 SCALE:1 1/2" = 1'-0" 6 REINFORCED PLANTING EDGE AS SHOWN SCALE:1 1/2" = 1'-0" 7 PORCELAIN PAVING SCALE:1 1/2" = 1'-0" 8 STABILIZED CRUSHED STONE SCALE:1 1/2" = 1'-0" 9 PERMEABLE PRECAST CONC. UNIT PAVING SCALE:1 1/2" = 1'-0" 10 GRANITE PAVING TYP. EXP. JT.: 3 4" x 12" SMOOTH DOWELS @ 24" OC, SLEEVED W/ PVC PIPE ON ONE END ONLY COMPACTED AGGREGATE BASE COMPACTED OR UNDISTURBED SUBGRADE #4 NOSE BAR TYP., 2" CLEAR #4 @ 12" O.C. TYP. EACH WAY, 2" CLEAR NOTE: 1.PLEASE SEE GRADING PLAN FOR TS AND BS ELEVATIONS RISERS PER GRADING PLAN TREADS @ 1'-3", U.N.O. NOTE: RISER DIMENSION INCLUDES 14" IN 12" WASH FOR EACH TREAD EXP. JT. COMPACTED AGGREGATE BASE 1'-0" 4'-0" MAX. TYP.℄℄ EQEQ 1'-3" U.N.O.112" 14" / 12" 1"X112" ST. STL. POST 8" T Y P . 1'-3" CAST ALUMINUM STAIR NOSING 1 ' - 0 " 6 " CORE DRILL 212" Ø HOLE 2" CLEAR FROM EDGE OF TREAD, SET POSTS W/ NON-SHRINK WATERPROOF GROUT, CROWN GROUT TO FILL & SEAL POST HOLES, FORM 14" WASH 3' - 0 " T Y P . COMPACTED AGGREGATE BASE DEPTH OF 1 TREAD1'-0" 6" U. N . O . R12" TYP. 1'-0" TYP. 112" MAX. 1" CUBIC STONE STAIR TREAD TYPE 16 S.S. DOWEL 3 8" Ø x 6" LONG, 2 PER TREAD CRUSHED STONE 1' - 0 " 2'-0" 1012" NOTE: RISER DIMENSION INCLUDES 1 8" IN 12" WASH FOR EACH TREAD. ENSURE SAME RISER DIMENSION FOR ALL RISERS 4' - 0 " 8" 4" 3" SEALANT AND BACKER ROD 6" 1'-1" 47 8" 1" MORTAR SETTING BED CORE DRILL 212" Ø HOLE, SET POSTS W. NON-SHRINK WATERPROOF GROUT. GROUT IS TO BE CROWNED TO FILL & SEAL POST HOLES AND FORM A 14" WASH STRUCTURAL FILL OR COMPACTED SUBGRADE GRANITE PAVING EXP. JOINT REINFORCED STAIR FOOTING 12" 1" 3 8" TYP. 3 8" TYP. 12" TAPERED NON-SLIP ABRASIVE BARS, SPACED 3/8'' APART, 1/16'' ABOVE TREAD PAVING CUBIC STONE OR VENEER STONE R=14" NOSING, TYP. WALL-MOUNTED WOOD BENCH WITH BACKREST AND ARMRESTS PRECAST CONCRETE SEAT WALL BASE STAINLESS STEEL DOWEL AT 12" O.C. MORATAR SETTING BED CIP CONC PAVING1 L501 CIP CONC. FOOTING #4 TIES AT 10" O.C. #4 TYP. DOWEL ENDS TO ADJACENT BENCH BASE FOOTING PLANT BED, TYP. SEE L303 - PLANTING PLAN-AVB-3 PREPARED SUBGRADE 1' - 6 " , T Y P . 43 4" VA R I E S , S E E L2 0 3 - G R A D I N G - A V B - 3 2" M I N . 2" 1' - 6 " 1'-1112" 1'-67 8" 2" CLR. 3" CL R . 2 L504 3 L504 1 L504 2"2" 33 4" 1" PRECAST CONCRETE SEAT WALL BASE STAINLESS STEEL DOWEL AT 12" O.C. MORATAR SETTING BED CIP CONC PAVING1 L501 CIP CONC. FOOTING #4 TIES AT 10" O.C. #4 TYP. DOWEL ENDS TO ADJACENT BENCH BASE FOOTING PLANT BED, TYP. SEE L303 - PLANTING PLAN-AVB-3 PREPARED SUBGRADE 1' - 6 " , T Y P . 412" VA R I E S , SE E L2 0 3 - GR A D I N G - A V B - 3 2" M I N . 2" 1' - 6 " 1'-1112" 1'-67 8" 2" CLR. 3" CL R . 2 L504 3 L504 1 L504 2"2" R14" 1' - 6 " 1'-5" CIP CONC PAVING1 L501 GREEN THEORY - JOIN EDGING METAL PLANTER EDGE 4 X 3/8” [M10] MASONRY ANCHORS WITH SECURITY NUTS, TYP. PLANT BED, TYP. SEEL301 - PLANTING PLAN-AVB-1 2 L504 GREEN THEORY CANTILEVER BENCH INSTALLED PER MANUFACTURER'S INSTRUCTIONS CIP CONC PAVING1 L501 GREEN THEORY - JOIN EDGING METAL PLANTER EDGE 4 X 3/8” [M10] MASONRY ANCHORS WITH SECURITY NUTS PLANT BED, TYP. SEEL301 - PLANTING PLAN-AVB-1 2 L504 2' - 0 " 2" 3" T Y P . 1' - 6 " T Y P . 2'-0" TYP. EJ 1" T Y P . 2' - 6 " T Y P . 4'-0" TYP. EJ CUBIC GRANITE STONE PLANT BED, SEE PLANTING PLANS 1" MORTATE SETTING BED STAINLESS STEEL DOWEL AT 12" O.C., TYP PREPARED SUBGRADE C.I.P. CONC. FOOTING #4 TIES AT 10" O.C. 2" CLR. TYP GRANITE PAVING FINISH GRADE, BEYOND 10 L501 2'-0" TYP. 90 ° 3' - 0 " 1'-0" EQ. TO WIDTH OF TREAD 3' - 0 " 1"X112" ST. STL. POST HANDRAIL ELEVATION 1'-0" 1'-3" 1-1/4" Ø SCH. 40 PTD. STL. TOP RAIL WITH 5/8" X 1-1/2" RECTANGULAR POSTS W/ 1/8" THICK X 3 1/2" SQ. ESCUTCHEON PLATE 9 0 ° ALL RAILING POSTS SHALL BE CUT AND GROUND SMOOTH TO MATCH RADIUS OF PIPE TOP RAIL114" Project: COPYRIGHT 2025 WESTON & SAMPSON SALEM STATE SOUTH CAMPUS REDEVELOPMENT AVALON SALEM 8 HARRISON ROAD SALEM, MA 01970 Client: Seal: Revisions: No. Date Description COA: Issued For: Drawing Title: Sheet Number: Scale: W&S File No.: KMDG Project No.: Approved By: Date: Reviewed By: Drawn By: COPYRIGHT © 2025 BY WESTON & SAMPSON THIS DRAWING HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE CLIENT & PROJECT NAME LISTED ON THIS DRAWING ONLY. REPRODUCTION, RELEASE OF UTILIZATION OF THE DRAWING CONTENT BY OTHER CLIENTS / FIRMS AND ON OTHER PROJECTS IS PROHIBITED BY LAY. WESTON & SAMPSON RETAINS THE EXCLUSIVE USE OF THE INTELLECTUAL PROPERTY CONTAINED HEREIN. April 17, 2026 1" = 20' AVALONBAY COMMUNITIES, INC. 600 ATLANTIC AVENUE, 20TH FLOOR BOSTON, MA 02210 PERMITTING (NOT FOR CONSTRUCTION) DRAFT 1 04-07-26 PERMITTING 2 04-20-26 PERMITTING HH/LR/SA/DG JN/EB MK 2225.03 69 CANAL STREET | 2ND FLOOR BOSTON, MA 02114 t: 617.227.2560 www.klopfermartin.com DETAILS - WALLS AND STAIRS L502 AS SHOWN SCALE:1/2" = 1'-0" 6 CIP CONC. STAIR SCALE:1/2" = 1'-0" 7 CUBIC GRANITE STAIR SCALE:1 1/2" = 1'-0" 2 PRECAST CONC SEATWALL WITH WOOD BENCH TOPPER SCALE:1 1/2" = 1'-0" 1 PRECAST CONC. SEATWALL SCALE:1 1/2" = 1'-0" 3 WOOD BENCH INTEGRATED WITH PLANTER SCALE:1 1/2" = 1'-0" 4 METAL PLANTER EDGE SCALE:1" = 1'-0" 5 CUBIC GRANITE SOCIAL STEPS SCALE:1/2" = 1'-0" 8 STAIR HANDRAIL TYP SAVANNAH 42 TOP VIEW GAS AND ELECTRICAL CONDUTS ACCESS POINTS INCLUDES COUNTERTOP NOSING 3 4"2'-0"4'-0"2'-0"1'-9"3 4" 11'-712" 11'-9" 2' - 5 3 4" FRONT VIEW 1114"1114" 11'-712" 1114"2'-6"1114" 11'-712" 2'-6" 87 8" 3'-712"3'-712" 3'-712" 10 3 8" 3'-712" 2' - 4 3 4" 7" 55 8" TOP VIEW FRONT VIEW 1'-9" HESTAN 42" GRILL VARIES 5' - 0 " T Y P . 2" 3" 5' - 0 " T Y P . 3' - 0 " 2" 4' - 0 " 312" TYP. 8" 4" 312" TYP.312" TYP. 312" TYP. 312" TYP. 8" CIP CONC. WALL CIP CONC. FOOT TYP. BOARD FORM PATTERN PLAN VIEW WALL-FENCE TRANSITION TYPE A PLAN VIEW WALL-FENCE TRANSITION TYPE B ELEVATION SECTION 4" 1' - 0 " 1' - 0 " POOL AREA 1 L503 6' HT. PICKET FENCE FINISH GRADE SEE GRADING PLAN L201 2" 13 4" 6' - 0 " T Y P . 4' - 1 1 " 312" TYP.1" TYP. 53 4" 212" TYP.212" TYP. 4' - 1 1 " 53 4"13 4" 6" 6" SQ. PICKET SQ. PRE-PUNCHED ALUMINUM POST SQ. FORERUNNER RAIL CIP CONC. FOOTING 2" 4' - 0 " 3' - 0 " FINISH GRADE SEE GRADING PLAN L201 1'-0" 2" 13 4" 6' - 0 " T Y P . 4' - 1 1 " 312" TYP.1" TYP. 53 4" 212" TYP.212" TYP. 4' - 1 1 " 53 4"13 4" 6" 6" SQ. PICKET SQ. PRE-PUNCHED ALUMINUM POST SQ. FORERUNNER RAIL FINISH GRADE SEE GRADING PLAN L201 CIP CONC. FOOTING 2" 4' - 0 " 3' - 0 " CIP CONC. CURB PLANTING SOIL 2 L504 3' - 0 " 1' - 6 " 1'-0" 2" x 3/4" PTD STEEL TOP RAIL 2" x 2" PTD GALVANIZED STEEL WOVEN MESH 4' - 0 " 2" M A X 2" x 1/2" PTD STEEL MESH PANEL FRAME FINISHED GRADE, MATERIAL VARIES A A 2" x 3/4" PTD STEEL TOP RAIL 1/4" SQ. BAR STOP WELDED BOTH SIDES 2" x 2" PTD GALVANIZED STEEL WOVEN MESH VARIES, SEE POOL ENCLOSURE POST PLAN CIP CONC FOOTING 3' M I N . EM B E D SECTION ELEVATION FREE STANDING FENCE ON POSTS ADJ. BOARD-FORMED CIP CONC WALL FINISHED GRADE 2.5" POST 2" x 3/4" PTD STEEL TOP RAIL ELEVATION 4' - 0 " 2" M A X 2" 212" 4' M I N . EM B E D Project: COPYRIGHT 2025 WESTON & SAMPSON SALEM STATE SOUTH CAMPUS REDEVELOPMENT AVALON SALEM 8 HARRISON ROAD SALEM, MA 01970 Client: Seal: Revisions: No. Date Description COA: Issued For: Drawing Title: Sheet Number: Scale: W&S File No.: KMDG Project No.: Approved By: Date: Reviewed By: Drawn By: COPYRIGHT © 2025 BY WESTON & SAMPSON THIS DRAWING HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE CLIENT & PROJECT NAME LISTED ON THIS DRAWING ONLY. REPRODUCTION, RELEASE OF UTILIZATION OF THE DRAWING CONTENT BY OTHER CLIENTS / FIRMS AND ON OTHER PROJECTS IS PROHIBITED BY LAY. WESTON & SAMPSON RETAINS THE EXCLUSIVE USE OF THE INTELLECTUAL PROPERTY CONTAINED HEREIN. April 17, 2026 1" = 20' AVALONBAY COMMUNITIES, INC. 600 ATLANTIC AVENUE, 20TH FLOOR BOSTON, MA 02210 PERMITTING (NOT FOR CONSTRUCTION) DRAFT 1 04-07-26 PERMITTING 2 04-20-26 PERMITTING HH/LR/SA/DG JN/EB MK 2225.03 69 CANAL STREET | 2ND FLOOR BOSTON, MA 02114 t: 617.227.2560 www.klopfermartin.com DETAILS - FURNISHINGS L503 SCALE:1/2" = 1'-0" 5 OUTDOOR KITCHEN COUNTER AND GRILL UNIT AS SHOWN SCALE:1/2" = 1'-0" 3 5' HT. BOARD-FORMED CIP CONC. WALL SCALE:1/2" = 1'-0" 1 6' HT. PICKET FENCE SCALE:1/2" = 1'-0" 2 6' HT. PICKET FENCE IN CIP CONCRETE CURB SCALE:1/2" = 1'-0" 4 4' HT. METAL WIRE MESH FENCE UNDISTURBED OR COMPACTED SUBGRADE PLANTING BED UNLESS OTHERWISE NOTED, PLACE UNAMENDED BACKFILL IN 3"-4" LIFTS, TAMP AND WATER BETWEEN LIFTS PLACE 2 FERTILIZER PACKETS 6-8" DEEP PER MANUFACTURER'S RECOMMENDATION,. SEE SPECIFICATIONS CREATE SOIL SAUCER WITH 4" HIGH SIDES FINISHED GRADE ±2" AGED BARK MULCH NOTE: MULCH SHALL NOT BE IN CONTACT WITH TRUNK FLARE CONTRACTOR SHALL REMOVE EXCESS FILL FROM TOP OF ROOTBALL. SET CROWN OF ROOTBALL 2"-3" HIGHER THAN FINISHED GRADE. CUT AND REMOVE BURLAP & ROPE FROM TOP 13 OF ROOTBALL OR AS FAR DOWN AS POSSIBLE. IF TREE IS IN WIRE BASKET, CUT AS MUCH OF BASKET AS POSSIBLE ONCE THE TREE IS PLACED IN PIT 10' LONG, 2" SQUARE WOOD STAKE, 2 PER TREE, MAXIMUM 7' EXPOSED DRIVE IN AT ANGLE AND DRAW VERTICAL INSTALL 2 GUYS PER TREE, ATTACH GUYS WITH 2 STRANDED WOVEN POLYPROPYLENE 3 4" TAPE - ARBORTIE OR APPROVED EQUAL, SEE ALSO DETAIL ABOVE LOCATE GUYS JUST BELOW HEAD OF TREE DO NOT PRUNE OR THIN CANOPY UNLESS DIRECTED BY LANDSCAPE ARCHITECT NOTE: 1.PRIOR TO STAKING, REVIEW EXTENT OF LIMBING UP WITH LANDSCAPE ARCHITECT. 2. CONTRACTOR SHALL ASSURE PERCOLATION OF ALL PLANTING PITS PRIOR TO INSTALLATION FOLD ENDS OF ARBORTIE BACK, SECURE TO STAKE WITH 1" GALVANIZED ROOFING NAIL OR USE A KNOT ARBORTIE NAILED TO STAKE 3 4" WOVEN POLYPROPYLENE TAPE - ARBORTIE OR APPROVED EQUAL CL 1'-0" MIN. 7' - 0 " M A X . 3' - 0 M I N . 7'-0"2X-3X ROOTBALL DIA. 2' - 0 " 4' - 0 " VARIES EXISTING GRADE NOTE: 1. COORDINATE WITH CIVIL SITE PREP AND DEMO DWGS. PROTECTIVE BARRICADE TO BE PLACED AT A MINIMUM OF 6' FROM BASE OF TREE PLUS AN ADDITIONAL 1' FOR EACH ADDITIONAL INCH DBH FOR TREES GREATER THAN 8" DBH. SEE SITE PREPARATION AND DEMO PLANS FOR EACH TREE TO REMAIN'S SPECIFIC PROTECTION FENCE LAYOUT AND EXTENTS. 2. TREE PROTECTION SHALL BE INSPECTED AND APPROVED BY CLIENT REPRESENTATIVE IN FIELD. 3. ALL WORK DONE WITHIN PROTECTIVE BARRICADES IS TO BE DONE BY HAND AND LIGHT EQUIPMENT. 4. PROVIDE TEMPORARY IRRIGATION FOR TREES THROUGHOUT CONSTRUCTION. EXISTING TREE ORANGE SNOW FENCING STEEL FENCE POST CRITICAL ROOT ZONE TO BE PROTECTED PRUNE ROOTS OUTSIDE OF FENCE BEFORE EXCAVATING REMOVE FENCING AFTER PROJECT COMPLETION BASE OF PLANT SHALL BE SET EVEN W/ LINE OF GRADE, NO FILL IS TO BE PLACED ON TOP OF HERBACEOUS MATERIAL 112" AGED BARK MULCH REMOVE PLANTING CONTAINER FROM ROOTBALL, LOOSEN BOUND ROOTS BY HAND PRIOR TO PLANTING AMENDED PLANTING BED, SEE SPECIFICATIONS UNDISTURBED OR COMPACTED SUBGRADE REFER TO PLANT LIST FOR SPACING 1' - 0 " 112" PLAN SECTION AGED BARK MULCH PLANTING SOIL; REFER TO PLANTING SOILS SPECIFICATIONS FOR FURTHER REFERENCE HORTICULTURAL SUBSOIL; REFER TO PLANTING SOILS SPECIFICATIONS FOR FURTHER REFERENCE SCARIFY SOIL INTERFACE SCARIFY SURFACE OF SUBGRADE IN SITU SAND DRAINAGE LAYER PREPARED SUBGRADE; REFER TO PLANTING SOILS SPECIFICATIONS FOR FURTHER REFERENCE 3" 1' - 0 " 1' - 6 " M I N . 6" UNDISTURBED OR COMPACTED SUBGRADE LEAVE 3" MOUND OF UNDISTURBED SUBGRADE BENEATH ROOTBALL UNLESS OTHERWISE SPECIFIED, REPLACE AMENDED BACKFILL IN 6-8" LIFTS. HAND TAMP AND WATER BETWEEN LIFTS FINISHED GRADE CREATE 4" HIGH SOIL SAUCER. MOUND SLIGHTLY HIGHER IN CENTER CROWN OF ROOTBALL IS TO BE PLACED 112" - 2" ABOVE LINE OF GRADE. NO FILL IS TO BE PLACED ON TOP OF GRADE ±2" AGED BARK MULCH, AVOID MULCH CONTACT WITH TRUNK FLARE PRUNE CROSSED AND RUBBING BRANCHES AS DIRECTED BY LANDSCAPE ARCHITECT Project: COPYRIGHT 2025 WESTON & SAMPSON SALEM STATE SOUTH CAMPUS REDEVELOPMENT AVALON SALEM 8 HARRISON ROAD SALEM, MA 01970 Client: Seal: Revisions: No. Date Description COA: Issued For: Drawing Title: Sheet Number: Scale: W&S File No.: KMDG Project No.: Approved By: Date: Reviewed By: Drawn By: COPYRIGHT © 2025 BY WESTON & SAMPSON THIS DRAWING HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE CLIENT & PROJECT NAME LISTED ON THIS DRAWING ONLY. REPRODUCTION, RELEASE OF UTILIZATION OF THE DRAWING CONTENT BY OTHER CLIENTS / FIRMS AND ON OTHER PROJECTS IS PROHIBITED BY LAY. WESTON & SAMPSON RETAINS THE EXCLUSIVE USE OF THE INTELLECTUAL PROPERTY CONTAINED HEREIN. April 17, 2026 1" = 20' AVALONBAY COMMUNITIES, INC. 600 ATLANTIC AVENUE, 20TH FLOOR BOSTON, MA 02210 PERMITTING (NOT FOR CONSTRUCTION) DRAFT 1 04-07-26 PERMITTING 2 04-20-26 PERMITTING HH/LR/SA/DG JN/EB MK 2225.03 69 CANAL STREET | 2ND FLOOR BOSTON, MA 02114 t: 617.227.2560 www.klopfermartin.com DETAILS - PLANTING L504 AS SHOWN SCALE:3/8" = 1'-0" 5 DECIDUOUS TREE PLANTING SCALE:1/4" = 1'-0" 4 EXISTING TREE PROTECTION SCALE:1" = 1'-0" 1 GROUNDCOVER PLANTING SCALE:1 1/2" = 1'-0" 2 PLANTING SOIL SCALE:3/4" = 1'-0" 3 SHRUB PLANTING AS SHOWN 15' WAY 1 5 ' W A Y HARRISON ROAD (PUBLIC - 40' WIDE ROW ) (PER REF. #3) HARRISON ROAD 2 0 4 3 0 3 2 3 1 3 1 3 1 3 2 8 1 8 1 8 1 4 4 2 6 1 6 3 2 6 1 5 LO T 1 7 0 MAP 3 1 LO T 2 0 MAP 3 1 LOT 1 9 MAP 3 1 LO T 1 7 MAP 3 1 LO T 1 5 MAP 3 1 LO T 1 3 MAP 3 1 LO T 1 2 MAP 3 1 LO T 8 MAP 3 1 LO T 7 MAP 3 1 LO T 3 MAP 3 1 LO T 2 MAP 3 0 LO T 7 8 MAP 3 1 LOT 1 MAP 3 1 LO T 1 MAP 3 1 LOT 1 MAP 3 1 LOT 1 MAP 3 1 LO T 1 S T T E T T G E DN XWP1 MH: 6 XPT-2 MH: 25 XPDa-2 MH: 14 XPT-2 MH: 25 XPT-2 MH: 25 G1 MH: 11.5 XC1 MH: 8 XC1 MH: 8 XC1 MH: 8 XWP1 MH: 6 XWP1 MH: 6 XWP1 MH: 6 XWP1 MH: 6 XWP1 MH: 6 XWP1 MH: 6 XWP1 MH: 6 XWP1 MH: 6 XWP1 MH: 6 XC1 MH: 8 XSC1 XPT-2 MH: 25 XPDb-4 MH: 10 XPDb-4 MH: 10 XPDb-4 MH: 10 XPDb-4 MH: 10 XPDb-5QM MH: 10 XB-4 MH: 3 XB-4 MH: 3 XB-4 MH: 3 XB-4 MH: 3 XB-4 MH: 3 XPT-2 MH: 25 XPT-2 MH: 25 XPT-4 MH: 25 XPT-2 MH: 25 EXISTING MH: 12 EXISTING MH: 12 EXISTING MH: 12 EXISTING MH: 12 XPT-2 MH: 25 XW2 MH: 12 XB-4 MH: 3 XPDa-2 MH: 14 XPT-2 MH: 25 XPT-2 MH: 25 XW2 MH: 18 XW3 MH: 18 XW3 MH: 18 XW2 MH: 18 EXISTING MH: 12 XPDa-4 MH: 14 XW2 MH: 18 XPDb-4 MH: 10 XPDb-5QM MH: 10 XWP1 MH: 6 XW3 MH: 12 XW3 MH: 12 XPDb-5QM MH: 10 XWP1 MH: 6 XW1 MH: 12 XW2 MH: 18 XW2 MH: 18 XPDb-2 MH: 10 XPDb-2 MH: 10 XW2 MH: 18 XW3 MH: 18 XB-4 MH: 3 XB-4 MH: 3 XB-4 MH: 3 XB-2 MH: 3 XB-2 MH: 3 XB-4 MH: 3 XB-4 MH: 3 XB-4 MH: 3 XB-4 MH: 3 XB-4 MH: 3 XB-4 MH: 3 XB-4 MH: 3 XPD-4 MH: 12 XW2 MH: 18 XPT-2 MH: 25 0.3 0.5 1.6 1.5 1.3 2.9 5.8 1.4 0.8 0.4 0.4 0.8 0.7 2.2 2.9 1.5 5.0 3.0 0.0 0.0 0.2 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.2 0.4 0.6 1.2 2.4 3.4 3.3 2.1 1.0 0.4 0.2 0.4 2.2 2.6 2.1 1.7 2.6 4.1 3.6 3.5 2.8 2.8 3.5 3.3 3.2 2.4 2.3 3.1 3.6 3.7 3.0 2.4 2.7 3.7 4.1 4.5 3.6 2.8 2.9 4.0 4.7 5.4 5.5 4.5 2.9 1.7 1.3 1.1 1.0 1.1 1.4 1.9 2.7 3.9 4.4 3.6 2.6 2.5 2.6 1.9 0.8 0.4 0.3 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.3 0.5 0.7 1.0 3.2 4.7 3.7 2.3 1.2 0.5 0.2 2.6 2.3 1.8 1.9 1.3 1.5 1.8 1.7 1.9 2.0 2.1 2.1 2.0 2.1 1.9 2.0 2.4 2.7 3.2 4.0 5.1 6.7 6.7 5.2 4.2 3.4 3.0 3.3 4.6 6.3 8.7 8.6 6.2 4.0 2.5 1.8 1.4 1.4 1.5 2.0 2.9 4.3 6.4 7.4 6.5 4.3 3.0 2.1 1.5 0.9 0.6 0.4 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.4 0.6 0.8 1.3 4.5 6.8 4.2 2.8 1.5 0.7 0.4 3.6 1.9 1.8 1.7 1.1 0.9 0.8 0.9 1.1 1.3 1.3 1.4 1.3 1.3 1.4 1.5 1.7 2.1 2.9 4.3 6.2 7.3 6.6 4.9 3.7 2.9 2.7 3.1 4.0 4.8 5.3 4.9 4.0 3.2 2.5 2.0 1.8 1.7 1.8 2.2 2.6 3.1 3.7 3.9 3.7 3.2 2.6 2.0 1.4 1.0 0.6 0.4 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.4 0.7 0.8 1.4 5.5 8.1 4.8 3.2 2.0 1.2 0.9 0.9 0.1 1.1 1.4 1.3 1.3 1.4 1.4 1.4 1.5 1.7 1.9 2.4 2.5 2.4 2.2 2.2 2.1 2.0 2.0 2.3 2.8 3.3 3.7 4.0 3.8 3.2 2.9 2.8 2.8 2.9 3.0 2.9 3.2 3.0 2.5 2.0 1.7 1.6 1.5 1.5 1.5 1.5 1.6 1.8 2.2 2.2 2.2 1.8 1.6 1.5 1.2 1.0 0.7 0.5 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.3 0.6 0.8 1.3 4.9 7.5 4.8 3.5 2.5 1.8 1.6 1.8 2.2 2.7 2.7 2.3 2.1 2.0 1.7 1.4 1.3 1.3 1.4 1.8 2.5 2.9 3.3 3.9 4.2 4.1 3.6 3.0 2.4 2.1 2.0 2.0 2.0 2.0 2.2 2.3 2.3 2.1 1.9 1.8 1.8 1.8 1.7 1.7 1.7 1.7 1.5 1.3 1.0 0.9 0.8 0.8 0.8 0.8 0.8 0.9 1.0 1.1 1.0 0.9 0.8 0.7 0.7 0.6 0.5 0.4 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.3 0.5 0.6 1.2 3.6 5.5 4.4 3.3 2.5 2.1 2.3 3.0 3.8 4.6 4.8 4.1 3.2 2.2 1.6 1.3 1.1 1.3 2.3 3.2 3.5 3.7 4.7 6.8 7.9 6.5 4.4 3.0 2.2 1.8 1.5 1.3 1.2 1.2 1.2 1.2 1.2 1.1 1.0 0.9 0.8 0.7 0.7 0.8 0.7 0.9 1.0 0.8 0.6 0.4 0.3 0.3 0.2 0.3 0.3 0.3 0.4 0.4 0.4 0.3 0.3 0.3 0.2 0.3 0.3 0.3 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.2 0.3 0.5 1.2 2.8 4.2 4.1 3.1 2.1 1.7 2.2 3.5 5.3 7.4 7.1 4.8 3.1 2.0 1.4 1.2 2.1 3.2 5.0 4.7 3.3 2.6 2.9 3.8 4.1 3.6 2.7 2.1 1.7 1.3 1.1 0.9 0.7 0.7 0.6 0.6 0.5 0.5 0.4 0.3 0.2 0.2 0.2 0.2 0.2 0.8 1.0 0.8 0.5 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.3 0.4 1.3 2.4 3.5 3.9 3.0 1.8 1.3 1.5 2.0 2.4 2.6 2.4 2.0 1.8 1.6 1.6 2.8 4.6 6.2 4.9 2.3 1.2 1.0 0.9 1.0 1.4 1.5 1.3 1.2 1.2 1.0 0.8 0.7 0.5 0.4 0.3 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 1.1 1.4 0.9 0.5 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.3 0.4 1.1 2.5 3.7 3.9 2.9 1.7 0.9 0.7 0.5 0.6 0.8 1.3 2.0 1.9 1.5 1.9 3.0 3.8 2.0 1.8 1.0 0.8 0.8 0.7 0.9 1.8 1.9 1.7 1.3 1.1 0.8 0.6 1.7 1.7 0.9 0.5 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.3 0.5 1.0 2.9 4.8 4.1 2.8 1.6 0.7 0.4 0.5 1.2 2.4 3.9 4.1 2.8 1.4 1.2 1.3 0.8 1.0 0.8 0.7 0.8 0.7 1.0 2.2 3.2 3.0 2.2 1.6 1.0 0.6 1.3 1.6 1.0 0.5 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.4 0.6 1.0 3.8 6.8 4.4 2.9 1.6 0.7 0.7 1.7 3.5 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0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.2 0.3 0.3 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.2 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 WINN L.O.W. AVB L.O.W. AVB L . O . W . WIN N L . O . W . S S U L . O . W . SSU L.O.W. SSU L.O.W. S S U L . O . W . S S U L . O . W . SS U L . O . W . Project: COPYRIGHT 2025 WESTON & SAMPSON SALEM STATE SOUTH CAMPUS REDEVELOPMENT AVALON SALEM 8 HARRISON ROAD SALEM, MA 01970 Client: Seal: Revisions: No. Date Description COA: Issued For: Drawing Title: Sheet Number: Scale: W&S File No.: KMDG Project No.: Approved By: Date: Reviewed By: Drawn By: COPYRIGHT © 2025 BY WESTON & SAMPSON THIS DRAWING HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE CLIENT & PROJECT NAME LISTED ON THIS DRAWING ONLY. REPRODUCTION, RELEASE OF UTILIZATION OF THE DRAWING CONTENT BY OTHER CLIENTS / FIRMS AND ON OTHER PROJECTS IS PROHIBITED BY LAY. WESTON & SAMPSON RETAINS THE EXCLUSIVE USE OF THE INTELLECTUAL PROPERTY CONTAINED HEREIN. April 17, 2026 1" = 20' AVALONBAY COMMUNITIES, INC. 600 ATLANTIC AVENUE, 20TH FLOOR BOSTON, MA 02210 PERMITTING (NOT FOR CONSTRUCTION) DRAFT 1 04-07-26 PERMITTING 2 04-20-26 PERMITTING HH/LR/SA/DG JN/EB MK 2225.03 69 CANAL STREET | 2ND FLOOR BOSTON, MA 02114 t: 617.227.2560 www.klopfermartin.com SITE LIGHTING PHOTOMETRICS - AVB LT101 LUMINAIRE SCHEDULE Qty Label HEIGHTMANUFACTURERPRODUCT 5 EXISTING POLEN/A N/A 14 G1 CEILING MOUNTEDCOLUMBIA LIGHTING LXEP 4 XB-2 3'-0" BOLLARDSTRUCTURALINEAL BOLLARD 10 XB-4 3'-0" BOLLARDSTRUCTURALINEAL BOLLARD 3 XB-4_2 3'-0" BOLLARDSTRUCTURALINEAL BOLLARD 12 XC1 WALL MOUNTEDKUZCO LIGHTING EC18705 2 XPD-4 12'-0" POLE KIM LIGHTING OURO 11 XPDa-2 14'-0" POLEKIM LIGHTING OURO 3 XPDa-3 14'-0" POLEKIM LIGHTING OURO 4 XPDa-4 14'-0" POLEKIM LIGHTING OURO 1 XPDa-5QW 14'-0" POLEKIM LIGHTING OURO 2 XPDb-2 10'-0" POLELANDSCAPE FORMS MOMENT ACCENT LIGHT 5 XPDb-4 10'-0" POLELANDSCAPE FORMS MOMENT ACCENT LIGHT 3 XPDb-5QM 10'-0" POLELANDSCAPE FORMS MOMENT ACCENT LIGHT 17 XPT-2 25'-0" POLESTRUCTURALINEAL 4 XPT-4 25'-0" POLESTRUCTURALINEAL 2 XPT-4_2 25'-0" POLESTRUCTURALINEAL 23 XSC1 CEILING MOUNTEDLITONWD1340 4" ROUND 4 XW1 WALL MOUNTEDBEACONVIPER WALL PACK 8 XW2 WALL MOUNTEDBEACONVIPER WALL PACK 4 XW3 WALL MOUNTEDBEACONVIPER WALL PACK 12 XWP1 WALL MOUNTEDTECH LIGHTING PITCH SINGLE Luminaire Schedule Qty Label Watts Arrangement LLF Description 5 EXISTING 25 Single 0.900 UR20-24L-25-3K7-2-CLR-PT 14 G1 33.1 Single 0.900 LXEP4-30LW-DFA-EDU 4 XB-2 11 Single 0.900 LBL-S-36-L30SO-2 10 XB-4 11 Single 0.900 LBL-S-36-L30SO-4 3 XB-4_2 11 Back-Back 0.900 LBL-D-36-L30SO-4 12 XC1 15 Single 0.900 Trenton - EC18705 - BK 2 XPD-4 25 Single 0.900 UR20-24L-25-3K7-4-CLR-PT 11 XPDa-2 65 Single 0.900 UR20-24L-65-3K7-2-CLR-PT 3 XPDa-3 65 Single 0.900 UR20-24L-65-3K7-3-CLR-PT 4 XPDa-4 65 Single 0.900 UR20-24L-65-3K7-4-CLR-PT 1 XPDa-5QW 65 Single 0.900 UR20-24L-65-3K7-5QM-CLR-PT 2 XPDb-2 20.42 Single 0.900 DZXXX-30-SO-30K-T2-CLR 5 XPDb-4 20.42 Single 0.900 DZXXX-30-SO-30K-T4-CLR 3 XPDb-5QM 20.42 Single 0.900 DZXXX-30-SO-30K-T5-CLR 17 XPT-2 40.3 Single 4.000 LIN-M4300-UNV-L30-4-C(X)-XX-XX-STD 4 XPT-4 40.3 Single 4.000 LIN-M4300-UNV-L30-4-C(X)-XX-XX-STD 2 XPT-4_2 40.3 Back-Back 4.000 LIN-M4300-UNV-L30-4-C(X)-XX-XX-STD 23 XSC1 14.57 Single 0.900 WD1340B-L15UE-DUN-T40 4 XW1 20.5 Single 0.900 VPW2-48L-20-3K7-4F 8 XW2 45.9 Single 0.900 VPW2-48L-45-3K7-3 4 XW3 47.3 Single 0.900 VPW2-48L-45-3K7-4W 12 XWP1 15.91 Single 0.900 PITCH SINGLE Calculation Summary Label Units Avg Max Min Avg/Min Max/Min Site Fc 1.03 30.7 0.0 N.A.N.A. 1"=30' 90'60'30'15'0 GRAPHIC SCALE : 1" = 30' Sheet Name: Project Name: Project Number: Issue Date: Sheet Number: Key Plan: Scale: Checked: Drawn: Architect of Record: Revision: Consultant:PROJECT CONTACT INFORMATION : SUBMISSIONS : LOCUS MAP : © The Architectural Team, Inc. 50 Commandant's Way at Admiral's Hill Chelsea, MA 02150 617.889.4402O 617.884.4329F architecturalteam.com 4/ 2 1 / 2 0 2 6 1 2 : 3 2 : 2 9 P M P: \ 2 2 0 3 0 . 0 0 - A v a l o n S a l e m \ D r a w i n g s \ W o r k i n g \ R E V I T \ 2 20 3 0 _ R 2 5 _ A v a l o n S a l e m _ v 2 _ R e v i s e d D P A 2 0 2 6 0 4 1 6 . r v t AVALON SALEM 8 HARRISON ROAD SALEM, MA 22030 JANUARY 08, 2026 T0.01 PROJECT COVER JH JH AVALON SALEM 8 HARRISON ROAD SALEM, MA JANUARY 08, 2026 40R DEVELOPMENT PLAN APPROVAL APPLICATION PHONE #: FAX #: OWNER AVALONBAY COMMUNITIES, INC. 600 ATLANTIC AVENUE, 20TH FLOOR 617.654.9505 617.884.4329 BOSTON, MA02210 PHONE #: FAX #: ARCHITECT THE ARCHITECTURAL TEAM 50 COMMANDANTS WAY AT ADMIRALS HILL 617.889.4402 617.884.4329 CHELSEA, MA 02150 PHONE #: FAX #: GEOTECHNICAL CONSULTANT SANBORN HEAD 98 NORTH WASHINGTON STREET, SUITE 101 BOSTON, MA 02114 PHONE #: FAX #: CIVIL ENGINEER WESTON & SAMPSON 55 Walkers Brook Drive, Ste 100 978.532.1900 Reading, MA 01867 PHONE #: FAX #: LANDSCAPE ARCHITECT KLOPFER MARTIN DESIGN GROUP 69 CANAL STREET 617.227.2560 BOSTON, MA 02114 PHONE #: FAX #: STRUCTURAL ENGINEER H+O STRUCTURAL ENGINEERING (HAYES & O'NEILL 100 SUMMER STREET, SUITE 1600 617.938.3349 BOSTON, MA 02110 PHONE #: FAX #: FIRE PROTECTION, PLUMBING, MECHANICAL, ELECTRICAL ENGINEER R.W. SULLIVAN ENGINEERING The Schraff's City Center, 539 Main St., Ste 203 Boston, MA 02129-1107 PHONE #: FAX #: INTERIOR DESIGN OTJ 169 EAST FLAGLER STREET, SUITE 1500 MIAMI, FL 33131 APRIL 21, 2026 REVISED 40R DEVELOPMENT PLAN APPROVAL APPLICATION 1 T.B.D. Revision 1 -04/21/2026 REVISED DPA SET Application for 40R Development Plan Approval -Architectural Drawings Sheet Name: Project Name: Project Number: Issue Date: Sheet Number: Key Plan: Scale: Checked: Drawn: Architect of Record: Revision: Consultant: © The Architectural Team, Inc. 50 Commandant's Way at Admiral's Hill Chelsea MA 02150 617.889.4402O 617.884.4329F architecturalteam.com A C.1 C.2 B 4/ 2 1 / 2 0 2 6 1 2 : 3 2 : 3 0 P M P: \ 2 2 0 3 0 . 0 0 - A v a l o n S a l e m \ D r a w i n g s \ W o r k i n g \ R E V I T \ 2 20 3 0 _ R 2 5 _ A v a l o n S a l e m _ v 2 _ R e v i s e d D P A 2 0 2 6 0 4 1 6 . r v t AVALON SALEM 8 HARRISON ROAD SALEM, MA 22030 JANUARY 08, 2026 T0.10 DRAWING LIST / BUILDING & GARAGE INFORMATION JH JH PARKING SCHEDULE ACCESSIBLE SPACES SPACE TYPE # of SPACES GARAGE L1 ADA Van 8x19 wAisle 2 GARAGE L1.5 ADA 8x19 wAisle 1 GARAGE L2 ADA 8x19 wAisle 1 GARAGE L2.5 ADA 8x19 wAisle 1 GARAGE L3 ADA 8x19 wAisle 1 GARAGE L3.5 ADA 8x19 wAisle 1 GARAGE L4 ADA 8x19 wAisle 1 GARAGE L5 ADA 8x19 wAisle 1 GARAGE L5.5 ADA 8x19 wAisle 1 GARAGE L6 ADA 8x19 wAisle 1 TOTAL GARAGE PARKING 11 PARKING SCHEDULE ACCESSIBLE ELECTRIC VEHICLE CHARGING SPACE TYPE # of SPACES GARAGE L1.5 ADA 8x19 wAisle (STD EV) 1 GARAGE L2 ADA 8x19 wAisle (STD EV) 1 GARAGE L3 ADA 8x19 wAisle (STD EV) 1 GARAGE L4 ADA 8x19 wAisle (STD EV) 1 GARAGE L5 ADA 8x19 wAisle (STD EV) 1 TOTAL GARAGE PARKING 5 PARKING SCHEDULE ELECTRIC VEHICLE CHARGING SPACE TYPE # of SPACES GARAGE L0.5 Standard 9x19 (STD EV) 2 GARAGE L1 Standard 9x19 (STD EV) 12 GARAGE L1.5 Standard 9x19 (STD EV) 3 GARAGE L2 Standard 9x19 (STD EV) 17 GARAGE L2.5 Standard 9x19 (STD EV) 2 GARAGE L3 Standard 9x19 (STD EV) 3 GARAGE L3.5 Standard 9x19 (STD EV) 2 GARAGE L4 Standard 9x19 (STD EV) 3 GARAGE L4.5 Standard 9x19 (STD EV) 2 GARAGE L5 Standard 9x19 (STD EV) 3 GARAGE L5.5 Standard 9x19 (STD EV) 2 GARAGE L6 Standard 9x19 (STD EV) 1 GARAGE L6.5 Standard 9x19 (STD EV) 2 TOTAL GARAGE PARKING 54 PARKING SCHEDULE SPACE TYPE # of SPACES Standard 9x19 27 27 GARAGE L0.5 Standard 9x19 42 Standard 9x19 (FEV) 2 Standard 9x19 (STD EV) 2 46 GARAGE L1 ADA Van 8x19 wAisle 2 Standard 9x19 24 Standard 9x19 (STD EV) 12 38 GARAGE L1.5 ADA 8x19 wAisle 1 ADA 8x19 wAisle (STD EV) 1 Standard 9x19 9 Standard 9x19 (STD EV) 3 14 GARAGE L2 ADA 8x19 wAisle 1 ADA 8x19 wAisle (STD EV) 1 Standard 9x19 22 Standard 9x19 (STD EV) 17 41 GARAGE L2.5 ADA 8x19 wAisle 1 Standard 9x19 37 Standard 9x19 (STD EV) 2 40 GARAGE L3 ADA 8x19 wAisle 1 ADA 8x19 wAisle (STD EV) 1 Standard 9x19 24 Standard 9x19 (FEV) 12 Standard 9x19 (STD EV) 3 41 GARAGE L3.5 ADA 8x19 wAisle 1 Standard 9x19 37 Standard 9x19 (STD EV) 2 40 GARAGE L4 ADA 8x19 wAisle 1 ADA 8x19 wAisle (STD EV) 1 Standard 9x19 22 Standard 9x19 (FEV) 14 Standard 9x19 (STD EV) 3 41 GARAGE L4.5 Standard 9x19 38 Standard 9x19 (STD EV) 2 40 GARAGE L5 ADA 8x19 wAisle 1 ADA 8x19 wAisle (STD EV) 1 Standard 9x19 22 Standard 9x19 (FEV) 14 Standard 9x19 (STD EV) 3 41 GARAGE L5.5 ADA 8x19 wAisle 1 Standard 9x19 36 Standard 9x19 (STD EV) 2 39 GARAGE L6 ADA 8x19 wAisle 1 Standard 9x19 28 Standard 9x19 (FEV) 11 Standard 9x19 (STD EV) 1 41 GARAGE L6.5 Standard 9x19 17 Standard 9x19 (STD EV) 2 19 TOTAL GARAGE PARKING 508 SHEET LIST SHEET NUMBER SHEET NAME JA N U A R Y 0 8 , 2 0 2 6 D P A AP R I L 2 1 , 2 0 2 6 R E V I S E D D P A T0.01 PROJECT COVER X X T0.10 DRAWING LIST / BUILDING & GARAGE INFORMATION X X T0.11 BUILDING GROSS SQUARE FOOTAGE X T0.12 BUILDING GROSS SQUARE FOOTAGE X A0.01 ARCHITECTURAL SITE PLAN X X A1.00 OVERALL FLOOR PLAN - LEVEL 0.5 X A1.01 OVERALL FLOOR PLAN - LEVEL 1 X X A1.02 OVERALL FLOOR PLAN - LEVEL 2 X A1.03 OVERALL FLOOR PLAN - LEVEL 3 X A1.04 OVERALL FLOOR PLAN - LEVEL 4 X A1.05 OVERALL FLOOR PLAN - LEVEL 5 X A1.06 OVERALL FLOOR PLAN - ROOF X X A4.01 EXTERIOR ELEVATIONS X X A4.02 EXTERIOR ELEVATIONS X X A5.01 OVERALL BUILDING SECTIONS X X 1 T.B.D. Revision 1 NOTE: ALL STANDARD PARKING STALLS ARE 9'-0" x 19'-0" WITH A MINIMUM 22'-0" DRIVE AISLE ACCESSIBLE PARKING SPACE DIMENSIONS COMPLY WITH 521 CMR -04/21/2026 REVISED DPA SET TOTAL EV SPACES @ CO -54 TOTAL FUTURE EV SPACES @ CO -53 TOTAL SPACES -107 (20% OF TOTAL SPACES) TOTAL ACCESSIBLE SPACES -16 PARKING SCHEDULE FUTURE ELECTRIC VEHICLE CHARGING SPACE TYPE # of SPACES GARAGE L0.5 Standard 9x19 (FEV) 2 GARAGE L3 Standard 9x19 (FEV) 12 GARAGE L4 Standard 9x19 (FEV) 14 GARAGE L5 Standard 9x19 (FEV) 14 GARAGE L6 Standard 9x19 (FEV) 11 TOTAL GARAGE PARKING 53 7,431 SF FIRE AREA D -GARAGE 25,812 SF FIRE AREA D -GARAGE 27,187 SF FIRE AREA A 5,071 SF FIRE AREA B.1 19,392 SF FIRE AREA B.1 14,975 SF FIRE AREA B.2 9,389 SF FIRE AREA C FIRE AREA B.1 (FIRE BARRIER) FIRE AREA B.2 (FIRE BARRIER) FIRE AREA C (FIRE WALL) FIRE AREA B.1 (FIRE WALL) FI R E A R E A A ( F I R E W A L L ) FI R E A R E A B . 1 ( F I R E W A L L ) FIRE AREA B.1 (FIRE BARRIER) FIRE AREA B.2 (FIRE BARRIER) Sheet Name: Project Name: Project Number: Issue Date: Sheet Number: Key Plan: Scale: Checked: Drawn: Architect of Record: Revision: Consultant: © The Architectural Team, Inc. 50 Commandant's Way at Admiral's Hill Chelsea MA 02150 617.889.440O 617.884.432F architecturalteam.com 1/32" = 1'-0" 1/ 6 / 2 0 2 6 1 2 : 1 6 : 3 1 P M C: \ _ R e v i t L o c a l 2 0 2 5 \ 2 2 0 3 0 _ R 2 5 _ A v a l o n S a l e m _ n b a b b i t tW F T F F . r v t AVALON SALEM 8 HARRISON ROAD SALEM, MA 22030 JANUARY 8, 2026 T0.11 BUILDING GROSS SQUARE FOOTAGE JH JH GROSS SQUARE FOOTAGE BY FIRE AREA Level Name Area RESID L1 RESID L1 FIRE AREA A 27,187 SF RESID L1 FIRE AREA B.1 24,463 SF RESID L1 FIRE AREA B.2 14,975 SF RESID L1 FIRE AREA C 9,389 SF 76,014 SF RESID L2 RESID L2 FIRE AREA A 26,001 SF RESID L2 FIRE AREA B.1 25,812 SF RESID L2 FIRE AREA B.2 15,008 SF RESID L2 FIRE AREA C 9,389 SF 76,211 SF RESID L3 RESID L3 FIRE AREA A 26,001 SF RESID L3 FIRE AREA B.1 25,812 SF RESID L3 FIRE AREA B.2 15,008 SF RESID L3 FIRE AREA C 9,389 SF 76,211 SF RESID L4 RESID L4 FIRE AREA A 26,001 SF RESID L4 FIRE AREA B.1 25,210 SF RESID L4 FIRE AREA B.2 14,642 SF RESID L4 FIRE AREA C 9,389 SF 75,242 SF RESID L5 RESID L5 FIRE AREA A 26,001 SF RESID L5 FIRE AREA B.1 25,210 SF RESID L5 FIRE AREA B.2 14,642 SF RESID L5 FIRE AREA C 9,389 SF 75,242 SF 378,922 SF GROSS SQUARE FOOTAGE BY FIRE AREA (GARAGE) Level Name Area GARAGE L0.5 GARAGE L0.5 FIRE AREA D - GARAGE 7,431 SF 7,431 SF RESID L1 RESID L1 FIRE AREA D - GARAGE 25,812 SF 25,812 SF RESID L2 RESID L2 FIRE AREA D - GARAGE 25,812 SF 25,812 SF RESID L3 RESID L3 FIRE AREA D - GARAGE 25,812 SF 25,812 SF RESID L4 RESID L4 FIRE AREA D - GARAGE 25,812 SF 25,812 SF RESID L5 RESID L5 FIRE AREA D - GARAGE 25,812 SF 25,812 SF GARAGE L6 GARAGE L6 FIRE AREA D - GARAGE 25,812 SF 25,812 SF 162,300 SF Scale:1/32" = 1'-0"10 LEVEL 0.5 GROSS SQUARE FOOTAGE Scale:1/32" = 1'-0"11 LEVEL 1 GROSS SQUARE FOOTAGE NOTES: 1. GSF - Floor area, gross: The total square feet of floor space within the outside dimensions of a building including each floor level, without deduction for hallways, stairs, closets, thickness of walls, columns, or other features. 26,001 SF FIRE AREA A 25,812 SF FIRE AREA D -GARAGE 25,812 SF FIRE AREA B.1 15,008 SF FIRE AREA B.2 9,389 SF FIRE AREA C 26,001 SF FIRE AREA A 25,812 SF FIRE AREA D -GARAGE 9,389 SF FIRE AREA C 25,210 SF FIRE AREA B.1 14,642 SF FIRE AREA B.2 25,812 SF FIRE AREA D -GARAGE Sheet Name: Project Name: Project Number: Issue Date: Sheet Number: Key Plan: Scale: Checked: Drawn: Architect of Record: Revision: Consultant: © The Architectural Team, Inc. 50 Commandant's Way at Admiral's Hill Chelsea MA 02150 617.889.440O 617.884.432F architecturalteam.com 1/32" = 1'-0" 1/ 6 / 2 0 2 6 1 2 : 1 6 : 3 6 P M C: \ _ R e v i t L o c a l 2 0 2 5 \ 2 2 0 3 0 _ R 2 5 _ A v a l o n S a l e m _ n b a b b i t tW F T F F . r v t AVALON SALEM 8 HARRISON ROAD SALEM, MA 22030 JANUARY 8, 2026 T0.12 BUILDING GROSS SQUARE FOOTAGE Author Checker GROSS SQUARE FOOTAGE BY FIRE AREA Level Name Area RESID L1 RESID L1 FIRE AREA A 27,187 SF RESID L1 FIRE AREA B.1 24,463 SF RESID L1 FIRE AREA B.2 14,975 SF RESID L1 FIRE AREA C 9,389 SF 76,014 SF RESID L2 RESID L2 FIRE AREA A 26,001 SF RESID L2 FIRE AREA B.1 25,812 SF RESID L2 FIRE AREA B.2 15,008 SF RESID L2 FIRE AREA C 9,389 SF 76,211 SF RESID L3 RESID L3 FIRE AREA A 26,001 SF RESID L3 FIRE AREA B.1 25,812 SF RESID L3 FIRE AREA B.2 15,008 SF RESID L3 FIRE AREA C 9,389 SF 76,211 SF RESID L4 RESID L4 FIRE AREA A 26,001 SF RESID L4 FIRE AREA B.1 25,210 SF RESID L4 FIRE AREA B.2 14,642 SF RESID L4 FIRE AREA C 9,389 SF 75,242 SF RESID L5 RESID L5 FIRE AREA A 26,001 SF RESID L5 FIRE AREA B.1 25,210 SF RESID L5 FIRE AREA B.2 14,642 SF RESID L5 FIRE AREA C 9,389 SF 75,242 SF 378,922 SF GROSS SQUARE FOOTAGE BY FIRE AREA (GARAGE) Level Name Area GARAGE L0.5 GARAGE L0.5 FIRE AREA D - GARAGE 7,431 SF 7,431 SF RESID L1 RESID L1 FIRE AREA D - GARAGE 25,812 SF 25,812 SF RESID L2 RESID L2 FIRE AREA D - GARAGE 25,812 SF 25,812 SF RESID L3 RESID L3 FIRE AREA D - GARAGE 25,812 SF 25,812 SF RESID L4 RESID L4 FIRE AREA D - GARAGE 25,812 SF 25,812 SF RESID L5 RESID L5 FIRE AREA D - GARAGE 25,812 SF 25,812 SF GARAGE L6 GARAGE L6 FIRE AREA D - GARAGE 25,812 SF 25,812 SF 162,300 SF Scale:1/32" = 1'-0"10 LEVEL 2 & 3 GROSS SQUARE FOOTAGE Scale:1/32" = 1'-0"11 LEVEL 4 & 5 GROSS SQUARE FOOTAGE Scale:1/32" = 1'-0"20 LEVEL 6 GROSS SQUARE FOOTAGE (GARAGE) NOTES: 1. GSF - Floor area, gross: The total square feet of floor space within the outside dimensions of a building including each floor level, without deduction for hallways, stairs, closets, thickness of walls, columns, or other features. 602.5 248.8 28 18 8 28 18 8 28 18 8 POOL COURTYARD ENCLOSED COURTYARD SURFACE PARKING (PROSPECT & GUEST) 11 SPACES GARAGE ENTRY EM E R G E N C Y A C C E S S R O A D E M E R G E N C Y A C C E S S R O A D PO O L E Q U I P ELECTRIC COMPACTOR ELEC BIKE FIRE COMPACTOR MAINTENANCELOADINGMAIN ENTRYCOMMONS ENTRYLOADINGHARRISON ROAD CENTRAL COMMONS GRILLS PERGOLA OU T D O O R FI T N E S S RETAINING WALL RETAINING WALL RESIDENT PARKING GARAGE BUILDING SETBACK 16' - 0" 16' - 0"17' - 0" 18' - 0" 18' - 0" N 17' - 0" 16' - 0" PROPOSED STORM WATER MANAGEMENT AREA 5.00% WATER PROPOSED GAS METER 5.00%18' - 0" 5. 0 0 % 5. 0 0 % 18' - 0" 18' - 0" 18' - 0" 18' - 0" 18' - 0" 18' - 0" 18' - 0" 18' - 0" 23' - 4" 23' - 4" FITNESS LEASING/ WORK LOUNGE MAIL PACKAGE WORKROOM Sheet Name: Project Name: Project Number: Issue Date: Sheet Number: Key Plan: Scale: Checked: Drawn: Architect of Record: Revision: Consultant: © The Architectural Team, Inc. 50 Commandant's Way at Admiral's Hill Chelsea MA 02150 617.889.4402O 617.884.4329F architecturalteam.com A C.1 C.2 B 3/64" = 1'-0" 4/ 2 1 / 2 0 2 6 1 2 : 3 2 : 3 3 P M P: \ 2 2 0 3 0 . 0 0 - A v a l o n S a l e m \ D r a w i n g s \ W o r k i n g \ R E V I T \ 2 20 3 0 _ R 2 5 _ A v a l o n S a l e m _ v 2 _ R e v i s e d D P A 2 0 2 6 0 4 1 6 . r v t AVALON SALEM 8 HARRISON ROAD SALEM, MA 22030 JANUARY 8, 2026 A0.01 ARCHITECTURAL SITE PLAN DvL JH Scale:3/64" = 1'-0"10 ARCHITECTURAL SITE PLAN 1 T.B.D. Revision 1 -04/21/2026 REVISED DPA SET G1 G1 G2 G2 G3 G3 G4 G4 G5 G5 G9 G9 GA GA GB GB GC GC G6 G6 G7 G7 G8 G8 G2.5 G2.5 G3.7 G3.7 10 A5.01 30 A5.01 20 A5.01 12' - 8" RESIDENT PARKING GARAGE UNEXCAVATED STAIR Sheet Name: Project Name: Project Number: Issue Date: Sheet Number: Key Plan: Scale: Checked: Drawn: Architect of Record: Revision: Consultant: © The Architectural Team, Inc. 50 Commandant's Way at Admiral's Hill Chelsea MA 02150 617.889.440O 617.884.432F architecturalteam.com 3/64" = 1'-0" 1/ 6 / 2 0 2 6 2 : 2 8 : 4 1 P M C: \ _ R e v i t L o c a l 2 0 2 5 \ 2 2 0 3 0 _ R 2 5 _ A v a l o n S a l e m _ j h o d g e 0 1. r v t AVALON SALEM 8 HARRISON ROAD SALEM, MA 22030 JANUARY 8, 2026 A1.00 OVERALL FLOOR PLAN - LEVEL 0.5 KE JH Scale:3/64" = 1'-0"10 OVERALL PLAN -GARAGE L0.5 (SITE PLANNING) TSS SS T TT TT UP UP36"36"36"36"18"44"GFFD FD FD FD 602.5 248.8 28 18 8 28 18 8 28 18 8 10 A5.01 10 A5.01 30 A5.01 30 A5.01 20 A5.01 20 A5.01 CM05 101 CM05 102 CM05.2 109 BM06.1 108 BM06.1 110 BM06 119 SM05 104 SM05 106 AM19 103 AM10 114 A22 116 B20.1-D 126 B20-D 127 A28-D 128 SM05-HP 158 SM05 159 SM05 157 AM10 152 A11 151 A11 150 BM06.1 160 BM08.2 156 BM08.3 154 BM08.4 155 B16.1 149 CM05.1 153 A11 135 A11 137 AM10-HP 140 AM10 142 AM10 146 AM10 145 AM10 143 AM10 141 B21 133 BM06 134 BM08.1 136 BM06 138 B22 139 A24-D 148 SM05 164 SM05 168 AM12.1 166 A24-D 169 BM06.1 165 CM03.1 167 CM05 171 CM05 170 COMPACTOR A-104 STAIR A A-101 POOL EQUIP A-110 18' - 0"23' - 4" BIKE C-101 FIRE C-105 BOH C-111 BULK C-114 COMPACTOR C-113 MAINTENANCE C-115 ELEC C-118 STAIR C.2 C-110 STAIR C.1 C-120 ELECTRIC A-102 PHASE C.1 (FIRE BARRIER) PHASE C.2 (FIRE BARRIER) FI R E A R E A A ( F I R E W A L L ) FI R E A R E A C / P H A S E C . 1 ( F I R E W A L L ) BULK A-105 BM14 147 LAUNDRY C-117 212' - 3 3/8"122' - 2 1/4" 52 ' - 2 1 / 8 " 176' - 8 1/2" 17' - 0" A20 132 19 ' - 0 " 22 ' - 0 " 19 ' - 0 "78' - 3 3/4"141' - 10 1/2"80' - 3 1/4"165' - 1 5/8"152' - 7 1/8"92' - 9 1/4"80 ' - 3 1 / 4 " 43 ' - 3 " 21 8 ' - 9 5 / 8 " 65 ' - 2 3 / 8 " 112' - 11 1/4" AM10-HP 112 BM08.1-HP 111 A11 117 AM10 113 AM10 115 BRICK PARAPET ABOVE MDF C-119 MECH A-108 STORAGE A-107 JANITOR C-106 LV C-102 142' - 4 3/4"43' - 9 5/8"A25-D 129 LINE OF CANOPY ABOVE PH A S E C . 1 ( F I R E B A R R I E R ) PH A S E C . 2 ( F I R E B A R R I E R ) 4' H J M 1.9 WATER C-104 TLT C-115B OFC C-115C 17' - 0"16' - 0"1:20 1:20 1: 2 0 1: 2 0105' - 3 3/8"16' - 0" 16' - 0" ENTRY VESTIBULE A-100 16' - 0" 16' - 0" 16' - 0" 18' - 0" 18' - 0" GARAGE ENTRY STAIR B-101 STAIR B-104 RESIDENT PARKING GARAGE B-100 FITNESS LEASING/ WORK LOUNGE MAIL PACKAGE WORKROOMCOLOR PLAN KEY Amenity 1 Circulation 1 Circulation 2 Residential Studio Residential 1 Bed Residential 2 Bed Residential 3 Bed Parking Service Sheet Name: Project Name: Project Number: Issue Date: Sheet Number: Key Plan: Scale: Checked: Drawn: Architect of Record: Revision: Consultant: © The Architectural Team, Inc. 50 Commandant's Way at Admiral's Hill Chelsea MA 02150 617.889.4402O 617.884.4329F architecturalteam.com A C.1 C.2 B 3/64" = 1'-0" 4/ 2 1 / 2 0 2 6 1 2 : 3 2 : 4 5 P M P: \ 2 2 0 3 0 . 0 0 - A v a l o n S a l e m \ D r a w i n g s \ W o r k i n g \ R E V I T \ 2 20 3 0 _ R 2 5 _ A v a l o n S a l e m _ v 2 _ R e v i s e d D P A 2 0 2 6 0 4 1 6 . r v t AVALON SALEM 8 HARRISON ROAD SALEM, MA 22030 JANUARY 8, 2026 A1.01 OVERALL FLOOR PLAN - LEVEL 1 KE JH Scale:3/64" = 1'-0"10 OVERALL FLOOR PLAN -LEVEL 1 1 T.B.D. Revision 1 -04/21/2026 REVISED DPA SET (37 BIKES) W/DW/D W/DW/DW/DW/DW/D W/ D W/ D W/D W/DW/DW/ D W/D W/ D W/DW/DW/D W/D W/ D W/ D W/ DW/DW/DW/ D W/ D AHU AH U AHUAHUAHUAHUAHUAHUAHUAHUAHUAHUAHUAHUAHU AHUAH UAHUAHU AHUAHUAHUAHUAHUW/DW/DW/DW/DW/DW/ D W/ D W/ D W/ DW/DW/ D AHU AH U AHU AHUW/DAHUW/ D AHU W/ D AHU W/ D AHU AHU AHU AH U A H U W/ D AHUAHUW/ D AHUW/DAHUW/D AH U W/DAH U W/ D AHU W/DAH UW/DAHUAH UAHUAH U AH U AHUAHU AHUAHUAHUAH U AHUAHUAH U A H U W/ D W/D W/ DW/DW/DW/ D W/ D W/DAH U W / D AHUW/DAHUW/DAHUW/D AH U W/ DLINT AH UTAHUT AHU T AHUTAHUTAHUAHUG1G2G3G4G5G9 GA GB GC G6 G7 G8G2.5 G3.7 10 A5.01 30 A5.01 20 A5.01 CM05 CM05 CM05.2 AM19-D A26-D A26-D SM05 SM05 AM19 A21 AM10 AM10 AM10 AM10 AM10 A22 AM12 AM12 A25 BM06 BM06 BM08.1 BM06.1 BM06.1 B20-D B20-D B20-D BM06A28-D AM12 SM05 AM10 AM10.1 AM10.1 B23 B18 BM06 BM08 BM08 B16.1 AM10.1 AM10.1 AM10.1 A23 AM10 AM10 AM10 AM10 AM10.2 B21 BM06.1 BM06.1 B16.2 BM14 SM05 SM05 AM12 B16.1 BM06 CM03.1 CM05 CM05 RESIDENT PARKING GARAGE STAIR STAIRSTAIRCOLOR PLAN KEY Circulation 1 Circulation 2 Residential Studio Residential 1 Bed Residential 2 Bed Residential 3 Bed Parking Service FIRE AREA B.1 (FIRE BARRIER) FIRE AREA B.2 (FIRE BARRIER) FIRE AREA C (FIRE WALL) FIRE AREA B.1 (FIRE WALL) FI R E A R E A A ( F I R E W A L L ) FI R E A R E A B . 1 ( F I R E W A L L ) FIRE AREA B.1 (FIRE BARRIER) FIRE AREA B.2 (FIRE BARRIER) BM06 112' - 11 1/4" 65 ' - 7 7 / 8 " 12 1 ' - 6 " 207' - 0" 28' - 8" 34' - 0" 28' - 8" 28' - 8" SM05 SM05 AM10 AM10.1 BM08 BM08B16.1 CM05.1 19 ' - 0 " 22 ' - 0 " 19 ' - 0 " 19 ' - 0 " 22 ' - 0 " 19 ' - 0 " 213' - 4 3/4"122' - 2 1/4" 51 ' - 2 1 / 8 " 175' - 11 1/4"141' - 10 1/2"80' - 3 1/4"165' - 1 5/8"151' - 3"92' - 9 1/4"80 ' - 3 1 / 4 " 46 ' - 6 1 / 4 " 21 5 ' - 6 3 / 8 " 164' - 11 5/8" 65 ' - 2 3 / 8 " 112' - 11 1/4" 142' - 4 3/4"106' - 8"78' - 3 3/4"Sheet Name: Project Name: Project Number: Issue Date: Sheet Number: Key Plan: Scale: Checked: Drawn: Architect of Record: Revision: Consultant: © The Architectural Team, Inc. 50 Commandant's Way at Admiral's Hill Chelsea MA 02150 617.889.440O 617.884.432F architecturalteam.com 3/64" = 1'-0" 1/ 6 / 2 0 2 6 3 : 0 0 : 1 6 P M C: \ _ R e v i t L o c a l 2 0 2 5 \ 2 2 0 3 0 _ R 2 5 _ A v a l o n S a l e m _ j h o d g e 0 1. r v t AVALON SALEM 8 HARRISON ROAD SALEM, MA 22030 JANUARY 8, 2026 A1.02 OVERALL FLOOR PLAN - LEVEL 2 KE JH Scale:3/64" = 1'-0"10 OVERALL FLOOR PLAN -LEVEL 2 W/D W/DW/DW/DW/DW/DW/ D W/D W/D W/D W/ DW/DW/D W/D W/ D W/ DW/DW/D W/D W/D W/ D W/ D W/ DW/DW/DW/ D W/ D AHU AHU AH U AHUAHUAHUAHUAHUAHUAHUAHUAHUAHUAHUAHU AHUAHU AH U AHU AHUAHUAHUAHUAHUW/DW/DW/DW/ D W/D W/ D W/ D W/ D W/ DW/DW/DAH U AH U AHU AHU AHUW/DAHUW/ D AHU W/ D AHU W/ D AHU AHU AH U AHU AH U W/ D AHUAHUW/ D AHU W/D AH U W/DAH U W/ D AHU W/DAH UW/DAHUW/DAHUAHUAH U AH U AH U AHU AHUAHUAHUAHUAH U AHU AH U A H UAHUW/ D W/ D W/D W/ DW/DW/DW/ D W/ D AHUW/DAHUW/DAHUW/D AH U W/ DLINT AH UTAHUT AHU T AHUTAHUTAHUAHUG1G2G3G4G5G9 GA GB GC G6 G7 G8G2.5 G3.7 10 A5.01 30 A5.01 20 A5.01 CM05 CM05 CM05.2 SM05 SM05 AM19-D A26-D A26-D AM19 AM10 AM10 AM10 AM10 AM10 A22 AM12 AM12 AM10.1 A25 BM06 BM06 BM08.1 BM06.1 BM06.1 B20-D B20-D B20-DA28-D AM12 BM06 SM05 SM05 SM05 AM10 AM10.1 AM10.1 B23 B16.1 BM08 B18 BM06 BM08 BM08 B16.1 CM05.1 AM10.1 AM10.1 AM10.1 A23 AM10 AM10 AM10 AM10 AM10.2AM10 B21 BM06.1 BM08 BM06.1 B16.2 BM14 SM05 SM05 AM12 B16.1 BM06 CM03.1 CM05 CM05 COLOR PLAN KEY Circulation 1 Circulation 2 Residential Studio Residential 1 Bed Residential 2 Bed Residential 3 Bed Parking Service RESIDENT PARKING GARAGE STAIR STAIR ST A I R STAIRSTAIRFIRE AREA B.1 (FIRE BARRIER) FIRE AREA B.2 (FIRE BARRIER) FIRE AREA C (FIRE WALL) FIRE AREA B.1 (FIRE WALL) FI R E A R E A A ( F I R E W A L L ) FI R E A R E A B . 1 ( F I R E W A L L ) FIRE AREA B.1 (FIRE BARRIER) FIRE AREA B.2 (FIRE BARRIER) A21 12 1 ' - 6 " 207' - 0" 39' - 4" 39' - 4" 39' - 4" 44' - 8" BM06 19 ' - 0 " 22 ' - 0 " 19 ' - 0 " 19 ' - 0 " 22 ' - 0 " 19 ' - 0 " 213' - 4 3/4"122' - 2 1/4" 51 ' - 2 1 / 8 "80' - 3 1/4"165' - 1 5/8"151' - 3"92' - 9 1/4"80 ' - 3 1 / 4 " 46 ' - 6 1 / 4 " 21 5 ' - 6 3 / 8 " 164' - 11 5/8" 65 ' - 2 3 / 8 " 112' - 11 1/4" 142' - 4 3/4"106' - 8"78' - 3 3/4"141' - 10 1/2"178' - 6 3/8" Sheet Name: Project Name: Project Number: Issue Date: Sheet Number: Key Plan: Scale: Checked: Drawn: Architect of Record: Revision: Consultant: © The Architectural Team, Inc. 50 Commandant's Way at Admiral's Hill Chelsea MA 02150 617.889.440O 617.884.432F architecturalteam.com 3/64" = 1'-0" 1/ 6 / 2 0 2 6 1 2 : 1 7 : 5 8 P M C: \ _ R e v i t L o c a l 2 0 2 5 \ 2 2 0 3 0 _ R 2 5 _ A v a l o n S a l e m _ n b a b b i t tW F T F F . r v t AVALON SALEM 8 HARRISON ROAD SALEM, MA 22030 JANUARY 8, 2026 A1.03 OVERALL FLOOR PLAN - LEVEL 3 KE JH Scale:3/64" = 1'-0"10 OVERALL FLOOR PLAN -LEVEL 3 W/D W/DW/DW/ DW/DW/DW/ D W/DW/DW/ D W/D W/D W/DW/DW/D W/D W/ D W/ D W/D W/DW/DW/D W/ D W/ D W/ DW/DW/DW/ D W/ D W/ D W/ D W/ D W/ D W/ D W/ D AHU AHU AH U AHUAHUAHUAHUAHUAHUAH UAHUAHUAHU AHU AHUAHUAHUAHUAHUAHU AHUAHU AH UAHUAHUW/DW/DW/DW/ D W/DW/DW/DAH U AH U AHU AHU AHUW/DAHUAHUAHU AHU AHU AHU AH U A H U W/ D AHUAHUW/ D AHUW/DAHUW/DAHUW/D AH U W/DAH U W/ D AHU W/DAH U AH U AH UAHUAH U AHU AHUAHUAHUAHUAH U AHU AH U A H UAHUAHU W/ D W/ D W/D W/ DW/DW/DW/ DW/DAHUW/DAHUW/D AH U W/ DLINT AH UTAHUT AHU T AHUTAHUTAHUG1G2G3G4G5G9 GA GB GC G6 G7 G8G2.5 G3.7 10 A5.01 30 A5.01 20 A5.01 CM05 CM05 CM05.2 SM05 SM05 AM19-D A26-D A26-D BM06 BM06 BM08.1 BM06.1 BM06.1 AM19 A21 AM10 AM10 AM10 AM10 AM10 A22 AM12 AM12 AM10.1 A25 B19-D B19-D B19-DAM10.1 AM12 BM06 SM05 SM05 SM05 AM10 AM10.1 AM10.1 B23 B16.1 BM08 B16.1 BM08BM08 BM06 B18 CM05.1 AM10.1 AM10.1 AM10.1 A23 AM10.2AM10 B21 BM06.1 BM08 BM06.1 B16.2 SM05 SM05 AM12 BM06 B16.1CM03.1 CM05 CM05 COLOR PLAN KEY Circulation 1 Circulation 2 Residential Studio Residential 1 Bed Residential 2 Bed Residential 3 Bed Parking Service RESIDENT PARKING GARAGE STAIR STAIR ST A I R STAIRSTAIRFIRE AREA B.1 (FIRE BARRIER) FIRE AREA B.2 (FIRE BARRIER) FIRE AREA C (FIRE WALL) FIRE AREA B.1 (FIRE WALL) FI R E A R E A A ( F I R E W A L L ) FI R E A R E A B . 1 ( F I R E W A L L ) FIRE AREA B.1 (FIRE BARRIER) FIRE AREA B.2 (FIRE BARRIER) A10 A10 A10A10 50' - 0" 55' - 4" 50' - 0" 50' - 0" 12 1 ' - 6 " 207' - 0" A27-D BM06 19 ' - 0 " 22 ' - 0 " 19 ' - 0 " 19 ' - 0 " 22 ' - 0 " 19 ' - 0 " 213' - 4 3/4"122' - 2 1/4" 51 ' - 6 1 / 8 "80' - 3 1/4"165' - 1 5/8"151' - 3"92' - 9 1/4"80 ' - 3 1 / 4 " 46 ' - 6 1 / 4 " 164' - 11 5/8" 65 ' - 2 3 / 8 " 112' - 11 1/4"106' - 8"78' - 3 3/4"141' - 10 1/2"179' - 3 7/8" 136' - 5 3/4" 21 0 ' - 8 3 / 8 " Sheet Name: Project Name: Project Number: Issue Date: Sheet Number: Key Plan: Scale: Checked: Drawn: Architect of Record: Revision: Consultant: © The Architectural Team, Inc. 50 Commandant's Way at Admiral's Hill Chelsea MA 02150 617.889.440O 617.884.432F architecturalteam.com 3/64" = 1'-0" 1/ 6 / 2 0 2 6 1 2 : 1 8 : 2 6 P M C: \ _ R e v i t L o c a l 2 0 2 5 \ 2 2 0 3 0 _ R 2 5 _ A v a l o n S a l e m _ n b a b b i t tW F T F F . r v t AVALON SALEM 8 HARRISON ROAD SALEM, MA 22030 JANUARY 8, 2026 A1.04 OVERALL FLOOR PLAN - LEVEL 4 KE JH Scale:3/64" = 1'-0"10 OVERALL FLOOR PLAN -LEVEL 4 W/D W/DW/DW/ DW/DW/DW/ D W/DW/DW/ D W/D W/D W/DW/DW/D W/ D W/D W/ D W/DW/DW/D W/D W/ D W/ D W/ DW/DW/DW/ D W/ D W/ D W/ D W/ D W/ D W/ D W/ D AHU AHU AH U AHUAHUAHUAHUAHUAHUAH UAHUAHUAHU AHU AHUAHUAHUAHUAHUAHU AHUAHU AH UAHUAHUW/DW/DW/DW/ D W/DW/DW/DAH U AHU AH U AHU AHUW/DAHUAHU AHU AHU AHU AHU AH U A H U W/ D AHUAHUW/ D AHU W/D AH U W/DAH U W/ D AHU W/DAH UW/DAHUW/DAHUAH UAHUAH U AH U AHU AHUAHUAHUAHUAH U AHU AH U A H UAHUAHU W/ D W/ D W/D W/ DW/DW/DW/ DW/DAHUW/DAHUW/D AH U W/ DLINT AH UTAHUT AHU T AHUTAHUTAHUG1G2G3G4G5G9 GA GB GC G6 G7 G8G2.5 G3.7 10 A5.01 30 A5.01 20 A5.01 CM05 CM05 CM05.2 SM05 SM05 AM19-D A26-D A26-D BM06 BM06 BM06.1 BM08.1 BM06.1 AM19 A21 AM10 AM10 AM10 AM10 AM10 A22 AM12 AM12 AM10.1 A25 B19-D B19-D B19-DAM10.1 AM12 BM06 SM05 SM05 SM05 AM10 AM10.1 AM10.1 B23 B16.1 BM08 B18 BM06 BM08 BM08 B16.1 CM05.1 AM10.1 AM10.1 AM10.1 A23 AM10.2 AM10 B21 BM06.1 BM08 BM06.1 B16.2 SM05 SM05 AM12 B16.1 BM06 CM03.1 CM05 CM05 COLOR PLAN KEY Circulation 1 Circulation 2 Residential Studio Residential 1 Bed Residential 2 Bed Residential 3 Bed Parking Service RESIDENT PARKING GARAGE STAIR STAIR ST A I R STAIRSTAIRFIRE AREA B.1 (FIRE BARRIER) FIRE AREA B.2 (FIRE BARRIER) FIRE AREA C (FIRE WALL) FIRE AREA B.1 (FIRE WALL) FI R E A R E A A ( F I R E W A L L ) FI R E A R E A B . 1 ( F I R E W A L L ) FIRE AREA B.1 (FIRE BARRIER) FIRE AREA B.2 (FIRE BARRIER) A10 A10 A10 A10 66' - 0" 60' - 8" 60' - 8" 60' - 8" A27-D BM06 213' - 4 3/4"122' - 2 1/4"80' - 3 1/4"165' - 1 5/8"151' - 3"92' - 9 1/4"80 ' - 3 1 / 4 " 46 ' - 6 1 / 4 " 164' - 11 5/8" 65 ' - 2 3 / 8 " 112' - 11 1/4"106' - 8"78' - 3 3/4"141' - 10 1/2"179' - 3 7/8" 136' - 5 3/4" 21 0 ' - 8 3 / 8 " Sheet Name: Project Name: Project Number: Issue Date: Sheet Number: Key Plan: Scale: Checked: Drawn: Architect of Record: Revision: Consultant: © The Architectural Team, Inc. 50 Commandant's Way at Admiral's Hill Chelsea MA 02150 617.889.440O 617.884.432F architecturalteam.com 3/64" = 1'-0" 1/ 6 / 2 0 2 6 1 2 : 1 8 : 5 4 P M C: \ _ R e v i t L o c a l 2 0 2 5 \ 2 2 0 3 0 _ R 2 5 _ A v a l o n S a l e m _ n b a b b i t tW F T F F . r v t AVALON SALEM 8 HARRISON ROAD SALEM, MA 22030 JANUARY 8, 2026 A1.05 OVERALL FLOOR PLAN - LEVEL 5 KE JH Scale:3/64" = 1'-0"10 OVERALL FLOOR PLAN -LEVEL 5 ODRDODRDODRDODRDOD RD OD RD OD R D OD RD OD RD OD RD OD R D OD RDOD RD OD RDOD RD OD RD OD R D OD RD OD R D OD R D FD FD FD FD 10 A5.01 10 A5.01 30 A5.01 30 A5.01 20 A5.01 20 A5.01 COLOR PLAN KEY Parking Service RESIDENT PARKING GARAGE ROOF WALKWAY PAD, TYP HATCHED AREA DENOTES LOCATION OF PROPOSED SOLAR HATCHED AREA DENOTES LOCATION OF PROPOSED SOLAR 19 ' - 0 " 41 ' - 0 " OPEN TO BELOW 76' - 8"71' - 4" EL E V A T O R 3ELEV 1HVAC CONDENSER TYPROOF ACCESS ROOF ACCESS ROOF ACCESS TRASH CHUTE TRASH CHUTE DAVIT LAYOUT FOR WINDOW WASHING AT PERIMETER EMR A-602 DHW C-607 2' - 0" Sheet Name: Project Name: Project Number: Issue Date: Sheet Number: Key Plan: Scale: Checked: Drawn: Architect of Record: Revision: Consultant: © The Architectural Team, Inc. 50 Commandant's Way at Admiral's Hill Chelsea MA 02150 617.889.4402O 617.884.4329F architecturalteam.com A C.1 C.2 B 3/64" = 1'-0" 4/ 2 1 / 2 0 2 6 1 2 : 3 2 : 4 7 P M P: \ 2 2 0 3 0 . 0 0 - A v a l o n S a l e m \ D r a w i n g s \ W o r k i n g \ R E V I T \ 2 20 3 0 _ R 2 5 _ A v a l o n S a l e m _ v 2 _ R e v i s e d D P A 2 0 2 6 0 4 1 6 . r v t AVALON SALEM 8 HARRISON ROAD SALEM, MA 22030 JANUARY 8, 2026 A1.06 OVERALL FLOOR PLAN - ROOF KE JH Scale:3/64" = 1'-0"10 OVERALL FLOOR PLAN -ROOF 1 T.B.D. Revision 1 -04/21/2026 REVISED DPA SET SCALE: 3/64" = 1'-0" 0 25 50 100 10 ' - 8 " 14 ' - 0 " 10 ' - 8 " 10 ' - 8 " 10 ' - 8 " AVG.GRADE EL. 17'-4" 57 ' - 4 " BU I L D I N G H E I G H T ROOF EL. 74'-8" LEVEL 5 EL. 60'-8" LEVEL 4 EL. 50'-0" LEVEL 3 EL. 39'-4" LEVEL 2 EL. 28'-8" LEVEL 1 EL. 18'-0" SCALE: 1/16" = 1'-0" 0 25 50 100 10 ' - 8 " 14 ' - 0 " 10 ' - 8 " 10 ' - 8 " 10 ' - 8 " AVG. GRADE EL. 17'-4" 57 ' - 4 " BU I L D I N G H E I G H T ROOF EL. 74'-8" LEVEL 5 EL. 60'-8" LEVEL 4 EL. 50'-0" LEVEL 3 EL.39'-4" LEVEL 2 EL. 28'-8" LEVEL 1 EL. 18'-0" SCALE: 1/16" = 1'-0" 0 25 50 100 10 ' - 8 " 14 ' - 0 " 10 ' - 8 " 10 ' - 8 " 10 ' - 8 " AVG.GRADE EL. 17'-4" 57 ' - 4 " BU I L D I N G H E I G H T ROOF EL. 74'-8" LEVEL 5 EL. 60'-8" LEVEL 4 EL. 50'-0" LEVEL 3 EL. 39'-4" LEVEL 2 EL. 28'-8" LEVEL 1 EL. 18'-0" MATERIAL LEGEND: BRICK VENEER - TBD BRICK VENEER - GLEN GERY COLOR 2: EBONITE SMOOTH FIBER CEMENT LAP SIDING - JAMES HARDIE COLOR 1: MONTEREY TAUPE FIBER CEMENT LAP SIDING - JAMES HARDIE COLOR 2: RICH ESPRESSO FIBER CEMENT LAP SIDING - JAMES HARDIE COLOR 3: AGED PEWTER FIBER CEMENT PANEL - JAMES HARDIE COLOR 1: MONTEREY TAUPE FIBER CEMENT PANEL - JAMES HARDIE COLOR 2: AGED PEWTER FIBER CEMENT PANEL - NICHIHA COLOR 3: CEDAR FIBERGLASS WINDOW - ALPEN: BRONZE ALUMINUM BALCONY RAILING ALUMINUM STOREFRONT - KAWNEER: MEDIUM BRONZE PRECAST CONCRETE GARAGE NOTES: 1. BUILDING HEIGHT IS MEASURED FROM THE AVERAGE ELEVATION OF THE PROPOSED FINISHED GRADE AT THE FRONT LINE OF THE BUILDING TO THE HIGHEST POINT OF THE ROOF FOR FLAT ROOFS. IN ACCORDANCE WITH THE SECTION 4.1.2.7 OF THE SALEM ZONING ORDINANCE, STAIR ENCLOSURES, ELEVATOR OVERRUNS, MECHANICAL PENTHOUSES, PARAPET WALLS, AND SIMILAR STRUCTURES HAVE BEEN EXCLUDED FROM THE BUILDING HEIGHT CALCULATION. 2. SEA LEVEL RISE BASE FLOOD ELEVATION (“SLR BFE”): 13.8 (NAVD88) P: \ 2 2 0 3 0 . 0 0 - A v a l o n S a l e m \ D r a w i n g s \ W o r k i n g \ C A D \ 0 4 - E l e v a t i o n s \ 2 0 2 6 - 0 4 - 1 6 E l e v a t i o n s . d w g Tu e s d a y , A p r i l 2 1 , 2 0 2 6 1 1 : 0 5 : 3 8 A M Issue Date: Consultant: Revision: Drawn: Checked: Scale: Key Plan: Project Name: Sheet Name: Project Number: Sheet Number: Avalon Salem Salem, MA 22030 JANUARY 8, 2026 Architect of Record: B A SCALE: OVERALL SOUTH EAST ELEVATION 10 AS NOTED 1 - 04/16/2026 J.Z./N.P. E.B. EXTERIOR ELEVATIONS A4.01 SCALE:1/16" = 1'-0" PARTIAL SOUTH ELEVATION A 20 SCALE:1/16" = 1'-0" PARTIAL SOUTH ELEVATION B 30 10 20 30 3/64" = 1'-0" BUILDING BBUILDING B ANGLED BUILDING BBUILDING A ANGLED BUILDING BBUILDING B ANGLED BUILDING A BUILDING BBUILDING B ANGLED BUILDING BBUILDING A ANGLED SCALE: 3/64" = 1'-0" 0 25 50 100 10 ' - 8 " 14 ' - 0 " 10 ' - 8 " 10 ' - 8 " 10 ' - 8 " AVG. GRADE EL. 17'-4" 57 ' - 4 " BU I L D I N G H E I G H T ROOF EL. 74'-8" LEVEL 5 EL. 60'-8" LEVEL 4 EL. 50'-0" LEVEL 3 EL.39'-4" LEVEL 2 EL. 28'-8" LEVEL 1 EL. 18'-0" 10 ' - 8 " 14 ' - 0 " 10 ' - 8 " 10 ' - 8 " 10 ' - 8 " AVG.GRADE EL. 17'-4" 57 ' - 4 " BU I L D I N G H E I G H T ROOF EL. 74'-8" LEVEL 5 EL. 60'-8" LEVEL 4 EL. 50'-0" LEVEL 3 EL. 39'-4" LEVEL 2 EL. 28'-8" LEVEL 1 EL. 18'-0" 60 ' - 4 " G A R A G E B U I L D I N G H E I G H T ROOF 76'-8" AVG.GRADE 17'-4" SCALE: 1/16" = 1'-0" 0 25 50 100 10 ' - 8 " 14 ' - 0 " 10 ' - 8 " 10 ' - 8 " 10 ' - 8 " AVG.GRADE EL. 17'-4" 57 ' - 4 " BU I L D I N G H E I G H T ROOF EL. 74'-8" LEVEL 5 EL. 60'-8" LEVEL 4 EL. 50'-0" LEVEL 3 EL. 39'-4" LEVEL 2 EL. 28'-8" LEVEL 1 EL. 18'-0" 10 ' - 8 " 14 ' - 0 " 10 ' - 8 " 10 ' - 8 " 10 ' - 8 " AVG. GRADE EL. 17'-4" 57 ' - 4 " BU I L D I N G H E I G H T ROOF EL. 74'-8" LEVEL 5 EL. 60'-8" LEVEL 4 EL. 50'-0" LEVEL 3 EL.39'-4" LEVEL 2 EL. 28'-8" LEVEL 1 EL. 18'-0" SCALE: 1/16" = 1'-0" 0 25 50 100 10 ' - 8 " 14 ' - 0 " 10 ' - 8 " 10 ' - 8 " 10 ' - 8 " AVG.GRADE EL. 17'-4" 57 ' - 4 " BU I L D I N G H E I G H T ROOF EL. 74'-8" LEVEL 5 EL. 60'-8" LEVEL 4 EL. 50'-0" LEVEL 3 EL. 39'-4" LEVEL 2 EL. 28'-8" LEVEL 1 EL. 18'-0" 60 ' - 4 " G A R A G E B U I L D I N G H E I G H T ROOF 76'-8" AVG.GRADE 17'-4" MATERIAL LEGEND: BRICK VENEER - TBD BRICK VENEER - GLEN GERY COLOR 2: EBONITE SMOOTH FIBER CEMENT LAP SIDING - JAMES HARDIE COLOR 1: MONTEREY TAUPE FIBER CEMENT LAP SIDING - JAMES HARDIE COLOR 2: RICH ESPRESSO FIBER CEMENT LAP SIDING - JAMES HARDIE COLOR 3: AGED PEWTER FIBER CEMENT PANEL - JAMES HARDIE COLOR 1: MONTEREY TAUPE FIBER CEMENT PANEL - JAMES HARDIE COLOR 2: AGED PEWTER FIBER CEMENT PANEL - NICHIHA COLOR 3: CEDAR FIBERGLASS WINDOW - ALPEN: BRONZE ALUMINUM BALCONY RAILING ALUMINUM STOREFRONT - KAWNEER: MEDIUM BRONZE PRECAST CONCRETE GARAGE NOTES: 1. BUILDING HEIGHT IS MEASURED FROM THE AVERAGE ELEVATION OF THE PROPOSED FINISHED GRADE AT THE FRONT LINE OF THE BUILDING TO THE HIGHEST POINT OF THE ROOF FOR FLAT ROOFS. IN ACCORDANCE WITH THE SECTION 4.1.2.7 OF THE SALEM ZONING ORDINANCE, STAIR ENCLOSURES, ELEVATOR OVERRUNS, MECHANICAL PENTHOUSES, PARAPET WALLS, AND SIMILAR STRUCTURES HAVE BEEN EXCLUDED FROM THE BUILDING HEIGHT CALCULATION. 2. SEA LEVEL RISE BASE FLOOD ELEVATION (“SLR BFE”): 13.8 (NAVD88) P: \ 2 2 0 3 0 . 0 0 - A v a l o n S a l e m \ D r a w i n g s \ W o r k i n g \ C A D \ 0 4 - E l e v a t i o n s \ 2 0 2 6 - 0 4 - 1 6 E l e v a t i o n s . d w g Tu e s d a y , A p r i l 2 1 , 2 0 2 6 1 1 : 0 5 : 4 2 A M Issue Date: Consultant: Revision: Drawn: Checked: Scale: Key Plan: Project Name: Sheet Name: Project Number: Sheet Number: Avalon Salem Salem, MA 22030 JANUARY 8, 2026 Architect of Record: B A SCALE: OVERALL NORTHWEST ELEVATION 10 AS NOTED 1 - 04/16/2026 J.Z./N.P. E.B. EXTERIOR ELEVATIONS A4.02 SCALE:1/16" = 1'-0" OVERALL NORTHEAST ELEVATION 20 10 20 3/64" = 1'-0" SCALE:1/16" = 1'-0" OVERALL WEST ELEVATION 30 30 BUILDING A ANGLED BUILDING B BUILDING A ANGLED BUILDING B BUILDING ABUILDING A ANGLED PRECAST CONCRETE GARAGEBUILDING B ANGLED ANGLED PRECAST CONCRETE GARAGE RESID L1 18' -0" RESID L2 28' -8" RESID L3 39' -4" RESID L4 50' -0" RESID L5 60' -8" RESID B.O. TRUSS 69' -8" 30 A5.01 20 A5.01 9' - 0 " 10 ' - 8 " 10 ' - 8 " 10 ' - 8 " 10 ' - 8 " AM10-HP AM10-HP AM10 AM10 AM10 BM06 BM06 BM06 BM06 BM06 RESIDENT PARKING GARAGE CM05 CM05-HP CM05 CM05 CM05SM05 SM05 SM05 SM05 SM05AM12.1 AM12.1 AM12.1 AM12.1 AM12.1BM06.1 BM06.1 BM06.1 BM06.1 BM06.1 GARAGE L0.6 16' -0" GARAGE L1.5 23' -4" GARAGE L2.5 34' -0" GARAGE L3.5 44' -8" GARAGE L4.5 55' -4" GARAGE ROOF 88' -8" GARAGE L0.5 12' -8" GARAGE L5.5 66' -0" GARAGE L6.5 76' -8" RESID L1 18' -0" RESID L2 28' -8" RESID L3 39' -4" RESID L4 50' -0" RESID L5 60' -8" RESID B.O. TRUSS 69' -8" RESID L0.6 16' -0" 10 A5.01 12 ' - 0 " 10 ' - 8 " 10 ' - 8 " 10 ' - 8 " 10 ' - 8 " 10 ' - 8 " 10 ' - 8 " 2' - 0 " 10 ' - 8 " 10 ' - 8 " 10 ' - 8 " 10 ' - 8 " 9' - 0 " BM06 BM06 BM06 BM06 RESIDENT PARKING GARAGE GARAGE L0.6 16' -0" RESID L1 18' -0" RESID L2 28' -8" RESID L3 39' -4" RESID L4 50' -0" RESID L5 60' -8" RESID B.O. TRUSS 69' -8" 10 A5.01 9' - 0 " 10 ' - 8 " 10 ' - 8 " 10 ' - 8 " 10 ' - 8 " A10 A10 AM10 AM10 AM10 BM06 BM06 BM06 BM06 BM06 BM08.1 BM08.1 BM08.1-HP BM08.1 BM08.1-HP SM05-HP SM05 SM05 SM05 SM05 B16.1 B16.1 B16.1 B16.1 BOH BULK CM05 CM05-HP CM05 CM05 CM05 CM05 CM05 CM05 CM05 CM05 Sheet Name: Project Name: Project Number: Issue Date: Sheet Number: Key Plan: Scale: Checked: Drawn: Architect of Record: Revision: Consultant: © The Architectural Team, Inc. 50 Commandant's Way at Admiral's Hill Chelsea MA 02150 617.889.4402O 617.884.4329F architecturalteam.com A C.1 C.2 B 1/16" = 1'-0" 4/ 2 1 / 2 0 2 6 1 2 : 3 2 : 5 1 P M P: \ 2 2 0 3 0 . 0 0 - A v a l o n S a l e m \ D r a w i n g s \ W o r k i n g \ R E V I T \ 2 20 3 0 _ R 2 5 _ A v a l o n S a l e m _ v 2 _ R e v i s e d D P A 2 0 2 6 0 4 1 6 . r v t AVALON SALEM 8 HARRISON ROAD SALEM, MA 22030 JANUARY 8, 2026 A5.01 OVERALL BUILDING SECTIONS JH JH Scale:1/16" = 1'-0"10 BUILDING SECTION -OVERALL EAST / WEST 1 Scale:1/16" = 1'-0"30 BUILDING SECTION -OVERALL NORTH / SOUTH 1 Scale:1/16" = 1'-0"20 BUILDING SECTION -OVERALL NORTH / SOUTH 3 1 T.B.D. Revision 1 -04/21/2026 REVISED DPA SET 2030 1010 RESID L1 18' -0" RESID L2 28' -8" RESID L3 39' -4" RESID L4 50' -0" RESID L5 60' -8" RESID B.O. TRUSS 69' -8" 30 A5.01 20 A5.01 9' - 0 " 10 ' - 8 " 10 ' - 8 " 10 ' - 8 " 10 ' - 8 " EW6H2 EW6H2 EW6H2 EW6H2 EW6H2 AM10-HP AM10-HP AM10 AM10 AM10 BM06 BM06 BM06 BM06 BM06 RESIDENT PARKING GARAGE CM05 CM05-HP CM05 CM05 CM05SM05 SM05 SM05 SM05 SM05AM12.1 AM12.1 AM12.1 AM12.1 AM12.1BM06.1 BM06.1 BM06.1 BM06.1 BM06.1 GARAGE L0.6 16' -0" GARAGE L1.5 23' -4" GARAGE L2.5 34' -0" GARAGE L3.5 44' -8" GARAGE L4.5 55' -4" GARAGE ROOF 88' -8" GARAGE L0.5 12' -8" GARAGE L5.5 66' -0" GARAGE L6.5 76' -8" RESID L1 18' -0" RESID L2 28' -8" RESID L3 39' -4" RESID L4 50' -0" RESID L5 60' -8" RESID B.O. TRUSS 69' -8" RESID L0.6 16' -0" 10 A5.01 12 ' - 0 " 10 ' - 8 " 10 ' - 8 " 10 ' - 8 " 10 ' - 8 " 10 ' - 8 " 10 ' - 8 " 2' - 0 " 10 ' - 8 " 10 ' - 8 " 10 ' - 8 " 10 ' - 8 " 9' - 0 " BM06 BM06 BM06 BM06 RESIDENT PARKING GARAGE GARAGE L0.6 16' -0" RESID L1 18' -0" RESID L2 28' -8" RESID L3 39' -4" RESID L4 50' -0" RESID L5 60' -8" RESID B.O. TRUSS 69' -8" 10 A5.01 9' - 0 " 10 ' - 8 " 10 ' - 8 " 10 ' - 8 " 10 ' - 8 " A10 A10 AM10 AM10 AM10 BM06 BM06 BM06 BM06 BM06 BM08.1 BM08.1 BM08.1-HP BM08.1 BM08.1-HP SM05-HP SM05 SM05 SM05 SM05 B16.1 B16.1 B16.1 B16.1 STORAGE BULK CM05 CM05-HP CM05 CM05 CM05 CM05 CM05 CM05 CM05 CM05 Sheet Name: Project Name: Project Number: Issue Date: Sheet Number: Key Plan: Scale: Checked: Drawn: Architect of Record: Revision: Consultant: © The Architectural Team, Inc. 50 Commandant's Way at Admiral's Hill Chelsea MA 02150 617.889.4402O 617.884.4329F architecturalteam.com A C.1 C.2 B 1/16" = 1'-0" 4/ 2 4 / 2 0 2 6 1 0 : 4 8 : 1 0 A M Au t o d e s k D o c s : / / 2 2 0 3 0 . 0 0 A v a l o n S a l e m / 2 2 0 3 0 _ R 2 5 _ A v a lo n S a l e m _ v 2 . r v t AVALON SALEM 8 HARRISON ROAD SALEM, MA 22030 APRIL 01, 2026 A5.01 OVERALL BUILDING SECTIONS JH JH Scale:1/16" = 1'-0"10 BUILDING SECTION -OVERALL EAST / WEST 1 Scale:1/16" = 1'-0"30 BUILDING SECTION -OVERALL NORTH / SOUTH 1 Scale:1/16" = 1'-0"20 BUILDING SECTION -OVERALL NORTH / SOUTH 3 Key Plan: A C.1 C.2 B 2030 1010 1 T.B.D. Revision 1 -04/21/2026 REVISED DPA SET JANUARY 8, 2026 1 T.B.D. Revision 1 -04/21/2026 REVISED DPA SET1 04 B 02 SCALE: 3/64" = 1'-0" 0 25 50 100 10 ' - 8 " 14 ' - 0 " 10 ' - 8 " 10 ' - 8 " 10 ' - 8 " AVG.GRADE EL. 17'-4" 57 ' - 4 " BU I L D I N G H E I G H T ROOF EL. 74'-8" LEVEL 5 EL. 60'-8" LEVEL 4 EL. 50'-0" LEVEL 3 EL. 39'-4" LEVEL 2 EL. 28'-8" LEVEL 1 EL. 18'-0" SCALE: 1/16" = 1'-0" 0 25 50 100 10 ' - 8 " 14 ' - 0 " 10 ' - 8 " 10 ' - 8 " 10 ' - 8 " AVG. GRADE EL. 17'-4" 57 ' - 4 " BU I L D I N G H E I G H T ROOF EL. 74'-8" LEVEL 5 EL. 60'-8" LEVEL 4 EL. 50'-0" LEVEL 3 EL.39'-4" LEVEL 2 EL. 28'-8" LEVEL 1 EL. 18'-0" SCALE: 1/16" = 1'-0" 0 25 50 100 10 ' - 8 " 14 ' - 0 " 10 ' - 8 " 10 ' - 8 " 10 ' - 8 " AVG.GRADE EL. 17'-4" 57 ' - 4 " BU I L D I N G H E I G H T ROOF EL. 74'-8" LEVEL 5 EL. 60'-8" LEVEL 4 EL. 50'-0" LEVEL 3 EL. 39'-4" LEVEL 2 EL. 28'-8" LEVEL 1 EL. 18'-0" MATERIAL LEGEND: BRICK VENEER - TBD BRICK VENEER - GLEN GERY COLOR 2: EBONITE SMOOTH FIBER CEMENT LAP SIDING - JAMES HARDIE COLOR 1: MONTEREY TAUPE FIBER CEMENT LAP SIDING - JAMES HARDIE COLOR 2: RICH ESPRESSO FIBER CEMENT LAP SIDING - JAMES HARDIE COLOR 3: AGED PEWTER FIBER CEMENT PANEL - JAMES HARDIE COLOR 1: MONTEREY TAUPE FIBER CEMENT PANEL - JAMES HARDIE COLOR 2: AGED PEWTER FIBER CEMENT PANEL - NICHIHA COLOR 3: CEDAR FIBERGLASS WINDOW - ALPEN: BRONZE ALUMINUM BALCONY RAILING ALUMINUM STOREFRONT - KAWNEER: MEDIUM BRONZE PRECAST CONCRETE GARAGE NOTES: 1. BUILDING HEIGHT IS MEASURED FROM THE AVERAGE ELEVATION OF THE PROPOSED FINISHED GRADE AT THE FRONT LINE OF THE BUILDING TO THE HIGHEST POINT OF THE ROOF FOR FLAT ROOFS. IN ACCORDANCE WITH THE SECTION 4.1.2.7 OF THE SALEM ZONING ORDINANCE, STAIR ENCLOSURES, ELEVATOR OVERRUNS, MECHANICAL PENTHOUSES, PARAPET WALLS, AND SIMILAR STRUCTURES HAVE BEEN EXCLUDED FROM THE BUILDING HEIGHT CALCULATION. 2. SEA LEVEL RISE BASE FLOOD ELEVATION (“SLR BFE”): 13.8 (NAVD88) P: \ 2 2 0 3 0 . 0 0 - A v a l o n S a l e m \ D r a w i n g s \ W o r k i n g \ C A D \ 0 4 - E l e v a t i o n s \ 2 0 2 6 - 0 4 - 1 6 E l e v a t i o n s . d w g Fr i d a y , A p r i l 2 4 , 2 0 2 6 9 : 4 9 : 5 8 A M Issue Date: Consultant: Revision: Drawn: Checked: Scale: Key Plan: Project Name: Sheet Name: Project Number: Sheet Number: Avalon Salem Salem, MA 22030 JANUARY 8, 2026 Architect of Record: B A SCALE: OVERALL SOUTH EAST ELEVATION 10 AS NOTED 1 - 04/16/2026 2 - 04/24/2026 J.Z./N.P. E.B. EXTERIOR ELEVATIONS A4.01 SCALE:1/16" = 1'-0" PARTIAL SOUTH ELEVATION A 20 SCALE:1/16" = 1'-0" PARTIAL SOUTH ELEVATION B 30 10 20 30 3/64" = 1'-0" BUILDING BBUILDING B ANGLED BUILDING BBUILDING A ANGLED BUILDING BBUILDING B ANGLED BUILDING A BUILDING BBUILDING B ANGLED BUILDING BBUILDING A ANGLED 1 T.B.D. Revision 1 -04/21/2026 REVISED DPA SET 1 T.B.D. Revision 1 -04/21/2026 REVISED DPA SET1 04 B 02 3 0 3 2 3 1 3 1 3 1 3 2 8 1 8 1 8 1 4 4 3 2 6 S32°37'11"E 40.00' S 3 2 ° 3 7 ' 1 1 " E 4 0 . 0 0 ' N57°22'49"E 111.93' MAP 3 1 LOT 1 MAP 3 1 LOT 1 MAP 3 1 LO T 1 Project: COPYRIGHT 2025 WESTON & SAMPSON 978.532.1900 www.westonandsampson.com 800.SAMPSON Weston & Sampson Engineers, Inc. 55 Walkers Brook Drive, Suite 100 Reading, MA 01867 SALEM STATE SOUTH CAMPUS REDEVELOPMENT AVALON SALEM 8 HARRISON ROAD SALEM, MA 01970 Client: Seal: Revisions: No. Date Description COA: Issued For: Drawing Title: Sheet Number: Scale: W&S File No.: W&S Project No.: Approved By: Date: Reviewed By: Drawn By: COPYRIGHT © 2025 BY WESTON & SAMPSON THIS DRAWING HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE CLIENT & PROJECT NAME LISTED ON THIS DRAWING ONLY. REPRODUCTION, RELEASE OF UTILIZATION OF THE DRAWING CONTENT BY OTHER CLIENTS / FIRMS AND ON OTHER PROJECTS IS PROHIBITED BY LAY. WESTON & SAMPSON RETAINS THE EXCLUSIVE USE OF THE INTELLECTUAL PROPERTY CONTAINED HEREIN. JANUARY 8, 2026 AS SHOWN DKE, WEB MJY JMJ ENG22-1227 AVALONBAY COMMUNITIES, INC. 600 ATLANTIC AVENUE, 20TH FLOOR BOSTON, MA 02210 PERMITTING (NOT FOR CONSTRUCTION) DRAFT 1 04-07-26 PERMITTING 2 04-20-26 PERMITTING C107 SITE PLAN (SOUTH) MA T C H L I N E S H E E T C 1 0 7 MATCHLINE SHEET C105 SHEET C107 MATCHLINE SHEET C106 SHEET C107 SH E E T C 1 0 8 PROP. BIT. CONC. PAVEMENT (TYP.) PROP. PAVEMENT STRIPING (TYP.) PROP. CEMENT CONC. SIDEWALK (TYP.) (SEE LANDSCAPE PLANS) PROP. MULTI-FAMILY RESIDENTIAL BUILDING WITH PARKING GARAGE PROP. EMERGENCY ACCESS ROAD PROP. STANDARD 9'x19' PARKING STALL (TYP.)PROP. ADA PARKING SPACE & SIGN PROP. HARRINGTON BUILDING RENOVATIONS TO BE CONSTRUCTED BY OTHERS PROP. IMPROVEMENTS TO BE CONSTRUCTED BY OTHERS PROP. COURTYARD (SEE LANDSCAPE PLANS) PROP. CIP CONC. CROSSWALKS (SEE LANDSCAPE PLANS) PROP. ENTRANCE TO PARKING GARAGE 5.0 ' (TY P . ) 20. 0 ' (TY P . ) 19 . 0 ' (T Y P . ) 9.0' (TYP.) 8.0' 8.0' PROP. EXTRUDED CONCRETE CURB (TYP.) 24 . 0 ' 24 . 0 ' 24.0' PROP. 9'x22' PARALLEL PARKING STALL (TYP.) 9. 0 ' 22.0' (TYP.) PROP. ADA RAMP (TYP.) (SEE LANDSCAPE PLANS) PROP. IMPROVEMENTS TO BE CONSTRUCTED BY OTHERS (1) PROP. ADA PARKING SPACE AND SIGN, "DESIGNATED FOR TRAILHEAD USE" SIGN (4) PROP. STANDARD PARKING SPACES WITH "DESIGNATED FOR TRAILHEAD USE" SIGN 17.0' (TYP.) 9. 0 ' ( T Y P . ) 5. 0 ' 8. 0 ' PROP. SUBDIVISION LINE (TYP.) PROP. SUBZONE 4 PROP. SUBZONE 1 PROP. SUBZONE 2 3.0' (TYP.) PROP. TREELINE (TYP.) PROP. LIGHTING (TYP.) (SEE LANDSCAPE PLANS) PROP. COMMON AREA (SEE LANDSCAPE PLANS) PROP. CONNECTION TO EX. TRAILHEAD (SEE LANDSCAPE PLANS)PROP. PEASTONE DIAPHRAGM PROP. "CAUTION PEDESTRIAN CROSSING" SIGN PROP. "EMERGENCY AND AUTHORIZED VEHICLES ONLY" SIGN PROP. STOP BAR AND SIGN 11 5 PROP. RAISED CIP CONC. CROSSWALK (SEE LANDSCAPE PLANS) PROP. CIP CONC. CROSSWALK (TYP.) (SEE LANDSCAPE PLANS) PROP. CIP CONC. CROSSWALK (SEE LANDSCAPE PLANS) PROP. "CAUTION PEDESTRIAN SPEED BUMP" AND PEDESTRIAN CROSSING SIGNS PROP. BIT. CONC. SPEED BUMP (SEE DETAIL) PROP. TABLED INTERSECTION PROP. PAVEMENT STRIPING (TYP.) 3 04-24-26 PERMITTING