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Home My WebLink AboutEast Mill Meeting Preentation - 6.9.26 - Miscellaneous - 0 Prescott Street 6/9/2026 ZONING BOARD OF APPEALS: COMPREHENSIVE PERMIT SITE DEVELOPMENT PLANS exEs�R ACE FOR ZERO PRESCOTT wA�A RESIDENTIAL DEVELOPMENT 0 PRESCOTT STREET(ASSESSORS PARCEL ID 068.0-0010-0000.0) PREPARED BY: PRESCOTT STREET&HIGH STREET NORTH ANDOVER,MA 01845 LOCUS„MAPUIVIL ESIGN SCALE.1 500 UROUP, LLC 4 HIGH STREET SUITE 155 DATE DATE SHEET SHEET �� NORTH ANDOVER,MA 01845 REVISED NUMBER DESCRIPTION �o��j www.cdgengineering.com 10/21/2025 06/04/2026 1 COVER SHEET a�1 p:978-794-5400 10/21/2025 06/04/2026 2 LEGEND&NOTES f:978-965-3971 10/21/2025 06/04/2026 3 SITE DEMOLITION&EROSION CONTROL PLAN / f CONTACT:PHILIP R.HENRY,P.E. 10/21/2025 06/04/2026 4 SITE PLAN f � PREPARED FOR: 10/21/2025 06/04/2026 5 GRADING&DRAINAGE PLAN 10/21/2025 06/04/2026 6 UTILITY PLAN ''` -- - Ltl — — 10/21/2025 06/04/2026 7-12 CONSTRUCTION DETAILS —, 3- 10/21/2025 06/04/2026 13 LOCUS PLAN E ` . 01/14/2024 - 1-6 ALTA/NSPS TITLE INSURANCE SURVEY — lZ - — M�----------- 10/21/2025 06/02/2026 LI.0-L3.0 LANDSCAPE&LIGHTING PLANS �� "�'— Y f EAST MILL HOUSING LLC(APPLICANT) RCG NORTH ANDOVER MILLS LLC(OWNER) i C/O RCG,LLC //✓ i x 17 IVALOO STREET v, ' SOMERVILLE,MA 02143 ERAITTSET — '(� OIL C(�VSTR['CTI0- CDG PROJECT#: 25oi2 SITE OVERVIEW PLAN SEAL SCALE:1"-100' �P�ZN OF AV4_�r o� PHILIP R. Gn o HENRY CIVIL -4,No.48547 V/STEftF"\SF' F, ENG� PROPERTY: MUNICIPALITY CONTACTS: H./GYVAL PRESCOTT STREET&HIGH STREET �, DEPARTMENT CONTACT PHONE NUMBER ADDRESS ` VJ ASSESSOR'S PARCEL 68-10 PUBLIC WORKS JIM STANFORD 978-685-0950 384 OSGOOD STREET,NORTH ANDOVER,MA NORTH ANDOVER,MA 0 1845 ASSESSOR WILLIAM MITCHELL 978-688-9566 120 MAIN STREET,NORTH ANDOVER,MA PHILIP R.HENRY,P.E. FIRE JOHN WEIR 978-688-9590 795 CHICKERING ROAD,NORTH ANDOVER,MA DEED REFERENCE: HEALTH BRIAN LAGRASSE 978-988-9540 120 MAIN STREET,NORTH ANDOVER,MA SHEET: BOOK 10601 PAGE 340 PLANNING JEAN ENRIGHT 978-688-9535 120 MAIN STREET,NORTH ANDOVER,MA POLICE CHARLES GRAY 978-683-3168 1475 OSGOOD STREET,NORTH ANDOVER,MA COVER SHEET PLAN REFERENCE: TOWN CLERK DAWNE WARREN 978-688-9500 120 MAIN STREET,NORTH ANDOVER,MA PLAN 18129 OF 2020 WATER&SEWER DIRECTOR TIMOTHY WILLETT 978-685-0950 384 OSGOOD STREET,NORTH ANDOVER,MA ENGINEERING DEPARTMENT JOHN BORGESI 978-688-0950 384 OSGOOD STREET,NORTH ANDOVER,MA 1 OWNER OF RECORD: RCG NORTH ANDOVER MILLS LLC DATE: 10/21/2025 GENERAL NOTES SITE LAYOUT NOTES SOIL EROSION AND SEDIMENTATION CONTROL NOTES PER111TSET LEGEND YOTFOR CONSTRUCT101V 1. THE PROJECT SITE CONSISTS OF ASSESSORS PARCEL 068.0-0010-0000.0 AND TOTALS 6.13±ACRES. 1. NO BUILDINGS,BUILDING PROJECTIONS,OR APPURTENANT STRUCTURES SUCH AS DECKS,STAIRS,AND BULKHEADS SHALL BE 1. THIS SITE IS SUBJECT TO THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM(NPDES)PROGRAM OF THE UNITED STATES --- 2. ZONING INFORMATION OBTAINED FROM THE TOWN OF NORTH ANDOVER ZONING MAP,DATED NOVEMBER 4,2024 AND THE TOWN OF CONSTRUCTED IN THE REQUIRED BUILDING SETBACKS,EXCEPT AS MAY OTHERWISE BE WAIVED AS PART OF THE COMPREHENSIVE PERMIT. ENVIRONMENTAL PROTECTION AGENCY.SITE OPERATORS SHALL CONFORM TO MEET THE CRITERIA FOR A NPDES GENERAL PERMIT FOR EXISTING PROPOSED DESCRIPTION COG PROJECT#: 25012] STORMWATER DISCHARGES FROM CONSTRUCTION ACTIVITIES. NORTH ANDOVER ZONING BYLAWS,AS MOST RECENTLY AMENDED THROUGH THE ANNUAL TOWN MEETING ADJOURNED ON MAY 13,2025 2. PROPOSED CURB WITHIN THE SITE LIMITS INCLUDES MONOLITHIC CONCRETE CURB(MCC)AND EXTRUDED CONCRETE CURB(ECC).CURB REVISIONS: (ECODE). SHALL TRANSITION FROM FLUSH TO FULL DEPTH REVEAL WITHIN 6 FEET. 2. ADAPTATION TO ACTUAL FIELD CONDITIONS MAY WARRANT VARIATIONS FROM WHAT IS SHOWN ON THESE PLANS FOR EROSION CONTROLS PROPERTY LINE IN ORDER TO MAXIMIZE THE EFFECTIVENESS OF THE CONTROLS. REV DATE COMMENT 3. THE PROJECT IS SUBJECT TO PERMITS APPROVALS INCLUDING BUT NOT LIMITED TO A COMPREHENSIVE PERMIT BY THE NORTH ANDOVER 3. RAMPS AND ASSOCIATED LANDINGS SHALL BE CONSTRUCTED OF CEMENT CONCRETE.THIS APPLIES EVEN IN AREAS CONTAINING ASPHALT 8- CATCH BASIN ZONING BOARD OF APPEALS.THE CONTRACTOR SHALL BECOME FAMILIAR WITH AND ADHERE TO ALL CONSTRUCTION-RELATED SIDEWALK. RAMPS SHALL INCLUDE DETECTABLE WARNING PANELS WHETHER OR NOT SHOWN ON THE PLANS. 3. THE CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTING AND MAINTAINING ALL CONSTRUCTION RELATED CONDITIONS OUTLINED IN THE mm GME 1 02/11/26 REVISED PER CIVIL AND STORMWATER REQUIREMENTS OF ALL PROJECT APPROVALS. APPROVALS IN ADDITION TD THE ITEMS OUTLINED IN THESE CONSTRUCTION DOCUMENTS.THE SEQUENCING PLANS INCLUDED HEREIN ARE PEER REVIEW COMMENTS 4. ALL STRIPING AND SIGNAGE TO CONFORM TO THE"MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES"UNLESS OTHERWISE NOTED. PROVIDED AS A GUIDANCE DOCUMENT TO ASSIST IN THE IMPLEMENTATION OF EROSION SEDIMENTATION CONTROLS AND STABILIZATION OF DRAIN MANHOLE 4. THE CONTRACTOR SHALL GIVE AT LEAST 24-HOURS NOTICE(DR MORE IF REQUIRED BY THE MUNICIPALITY)TO PERTINENT MUNICIPAL PAVEMENT MARKINGS AND STRIPING SHALL PAINTED WITH 2 COATS OF WHITE PAINT PER FEDERAL SPECIFICATION TI-P-115 TYPE 1: THE SITE.ADAPTATION TO ACTUAL FIELD CONDITIONS MAY WARRANT VARIATIONS FROM WHAT IS SHOWN ON THESE PLANS TO MAXIMIZE 2 03/05/26 MINOR SITE PLAN MODIFICATIONS PER TRAFFIC COMMENTS DEPARTMENTS BEFORE COMMENCING ANY WORK IN THE FIELD.THE CONTRACTOR SHALL ARRANGE PRE-CONSTRUCTION MEETING(S)WITH ALKYD. THE EFFECTIVENESS OF THE CONTROLS. SEWER MANHOLE THE OWNER,FIELD ENGINEER,AND MUNICIPAL OFFICIALS PRIOR TO THE START OF CONSTRUCTION.THE PRE-CONSTRUCTION MEETING(S) 3 03/30/26 PROPOSED ALT.DRAINAGE CONNECTION, SHALL ADHERE TO THE TIMEFRAME AND ATTENDANCE REQUIREMENTS OF THE MUNICIPALITY. 5. ACCESSIBLE PARKING SPACES AND ROUTES SHALL CONFORM TD THE LATEST EDITION OF THE REQUIREMENTS OF THE AMERICANS WITH 4. THE CONTRACTOR SHALL ADHERE TO PROCEDURES OUTLINED IN THE STORMWATER POLLUTION PREVENTION PLAN(SWPPP)IN -D-D- DRAIN PIPE ADDED HS4,UPDATED LIGHTING DISABILITIES ACT(ADA)AND THE ARCHITECTURAL ACCESS BOARD(AAB)AS SHOWN ON THE SITE LAYOUT PLAN.ACCESSIBLE SIGNAGE ACCORDANCE WITH THE EPA NPDES CONSTRUCTION GENERAL PERMIT REQUIREMENTS. 4 06/04/26 REVISED BUILDING FOOTPRINT 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING AND PAYING FOR ALL PERMITS AND UTILITY CONNECTION/DISCONNECTION FEES SHALL CONFORM TO THE LATEST EDITION OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES(MUTCD)FOR COLOR AND SIZE,AND = GAS LINE RELATED TO THE PROJECT.CONTRACTOR SHALL NOTIFY AND COORDINATE ALL UTILITY WORK WITH THE APPLICABLE UTILITY COMPANIES TO MASSACHUSETTS ME FOR MOUNTING HEIGHT. 5. IN ACCORDANCE WITH THE NPDES CONSTRUCTION GENERAL PERMIT AND ASSOCIATED STORMWATER POLLUTION PREVENTION PLAN(SWPPP), 5 AND/OR LOCAL DEPARTMENTS.ALL PERMITS SHALL BE KEPT WITHIN THE TEMPORARY CONSTRUCTION TRAILER AND BE CLEARLY VISIBLE. EROSION CONTROL MEASURES SHALL BE INSPECTED AT LEAST EVERY 14 DAYS AND WITHIN 24 HOURS OF A 0.25"STORM. REPORTS H- OVERHEAD WIRES 6. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT BUILDING DIMENSIONS AND EXTERIOR FEATURES INCLUDING UTILITY METERS,BOLLARDS, DOCUMENTING THE RESULTS OF EACH INSPECTION AND ANY CORRECTIVE ACTIONS SHALL BE KEPT ON-FILE WITH THE SWPPP. 6 6. THE CONTRACTOR SHALL ARRANGE FOR ALL INSPECTIONS AS REQUIRED BY THE MUNICIPALITY THROUGHOUT THE COURSE OF DOORS,PILASTERS,RAMPS,ETC. -ETI-ETI- UNDERGROUND WIRES CONSTRUCTION. 6, A STABILIZED CONSTRUCTION ENTRANCE SHALL BE INSTALLED PER THE DETAIL WHEREVER CONSTRUCTION ACCESS EXISTS-PAVED AREAS 7. PAVEMENT LETTERS SHALL BE 2'WIDE X 8'LONG. SHALL BE KEPT CLEAN AT ALL TIMES. SEWER LINE 7 7. ALTERNATIVE METHODS AND PRODUCTS OTHER THAN THOSE SPECIFIED MAY BE USED IF REVIEWED AND APPROVED BY THE OWNER,SITE ENGINEER,AND JURISDICTIONAL AUTHORITY IF APPLICABLE PRIOR TO INSTALLATION. 8. STOP BARS SHALL BE 8'WIDE AND SOLID WHITE LINES SHALL BE 4"IN WIDTH(SEE SITE PLAN FOR LENGTH). 7. PROPOSED EROSION AND SEDIMENTATION CONTROL MEASURES WILL INCLUDE SILTATION FENCES,HAY BALES,CRUSHED STONE,RIPRAP, 8 LOAM/SEED,HYDROSEEDING,MULCHING,EROSION CONTROL MATTING,DIVERSION BERMS,AND SEDIMENTATION BASINS AS FURTHER WATER LINE 8. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF ALL PRODUCTS,MATERIALS,AND PLANT SPECIFICATIONS TO THE OWNER AND SITE 9. REFER TO ARCHITECTURAL PLANS FOR SITE LIGHT POLE BASE DETAILS AND SPECIFICATIONS. DESCRIBED HEREIN, ENGINEER FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY TO THE SITE.ALLOW A MINIMUM OF 14 WORKING DAYS FOR FORCE MAIN 9 REVIEW. 8. SILTATION FENCES AND WATTLES WILL BE USED FOR THE PERIMETER EROSION CONTROL BARRIER AS SHOWN ON THIS PLAN AND ELSEWHERE AS CONDITIONS WARRANT. HAY BALES WILL BE USED TO PROTECT OFFUNE CATCH BASINS(PRIOR TO BINDER)AND FOUNDATION DRAIN 10 9. THE CONTRACTOR SHALL PROVIDE AS-BUILT RECORDS OF ALL CONSTRUCTION(INCLUDING UNDERGROUND UTILITIES)TO THE OWNER AT ELSEWHERE AS CONDITIONS WARRANT.THE CONTRACTOR WILL BE REQUIRED TO KEEP A REASONABLE STOCK OF SILTATION FENCE, THE END OF THE CONSTRUCTION. PARTIAL AS-BUILTS SHALL BE MADE AVAILABLE BY THE CONTRACTOR THROUGHOUT THE COURSE OF UTILITY NOTES WATTLES,AND HAY BALES ON SITE TO BE ABLE TO SUPPLEMENT OR MAKE REPAIRS AS NECESSARY. ROOF DRAIN ZONING BOARD OF APPEALS: CONSTRUCTION AT THE REQUEST OF THE OWNER. UTILITY AS-BUILT INFORMATION SHALL INCLUDE SWING TIES FOR WATER AND SEWER. 10.TEMPORARY ON-SITE LEASING OFFICES AND ASSOCIATED MARKETING SIGNAGE WILL BE UTILIZED THROUGHOUT THE BUILD-OUT PROCESS 1. THE LOCATION AND ELEVATION OF EXISTING UTILITIES AND STRUCTURES SHOWN ON THESE PLANS ARE BASED ON MEASUREMENTS TAKEN 9. LOAMING AND SEEDING OR HYDRDSEEDING WILL BE USED AS A PERMANENT STABILIZATION MEASURE FOR ALL REVEGETATED AREAS OF 49B MINOR CONTOUR (LOCATIONS TO BE SELECTED UPON COMMENCEMENT OF THE SALES PHASE). IN THE FIELD AND DISCOVERED RECORDS FROM VARIOUS UTILITY COMPANIES AND/OR FROM THE MUNICIPALITY.THIS INFORMATION SHALL THE SITE. NOT BE CONSIDERED EXACT AND THE CONTRACTOR SHALL VERIFY ALL UNDERGROUND UTILITY LOCATIONS PRIOR TO COMMENCEMENT OF 11.FINAL LOCATION(S)OF MODEL HOME(S)OR UNIT(S)SHALL BE DETERMINED BY THE OWNER. CONSTRUCTION ACTIVITIES.CONTRACTOR SHALL NOTIFY'DIG SAFE'(811)AT LEAST 72 HOURS PRIOR TO ANY EXCAVATION TO REQUEST 10,ALL PROPOSED SLOPES 3:1 AND STEEPER SHALL BE STABILIZED WITH AN EROSION CONTROL MATTING AND SHALL BE HYDROSEEDED. 500 INDEX CONTOUR EXISTING UTILITY MARK OUT LOCATIONS.THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF EXISTING UTILITY LOCATIONS 11,FOR PERIMETER SLOPES THAT DO NOT REQUIRE EROSION CONTROL MATTING(LESS STEEP THAN 3H:lV),THE SURFACE SHALL BE GUIDERAIL 12.ANY DISTURBED AREAS OUTSIDE THE LIMIT OF WORK SHALL BE RESTORED TO PRE-CONSTRUCTION CONDITION. CONFLICT WITH THE PROPOSED DEVELOPMENT PROGRAM SO THAT A REMEDIAL ACTION CAN TAKE PLACE PRIOR TO ANY WORK.THE ROUGHENED BY RUNNING TRACKED EQUIPMENT UP/DOWN THE SLOPE TO CREATE IMPRINTS THAT RUN PARALLEL TO THE SLOPE.THESE - CONTRACTOR IS RESPONSIBLE FOR RELOCATING ALL EXISTING UTILITIES AS A RESULT OF THE PROPOSED DEVELOPMENT. IMPRINTS WILL FUNCTION AS MICROBASINS. STONE WALL/LANDSCAPE WALL 13.THE CONTRACTOR IS RESPONSIBLE FOR THE GENERAL UPKEEP AND CLEANLINESS OF THE SITE AND SURROUNDING AREAS DURING THE 2. ALL UTILITY WORK INCLUDING MATERIALS,STRUCTURES,INSTALLATION METHODS,INSPECTIONS,AND TESTING REQUIREMENTS SHALL CONSTRUCTION PROCESS. COMPLY WITH MUNICIPAL WATER REGULATIONS,MUNICIPAL SEWER REGULATIONS,PUBLIC WORKS REQUIREMENTS,ALL OTHER MUNICIPAL 12.MULCHING MAY BE USED TO REINFORCE SEEDED AREAS WHERE EROSION CONTROL MATTING IS NOT REQUIRED OR WARRANTED,BUT PERIMETER EROSION CONTROL UTILITY REQUIREMENTS TO THE EXTENT APPLICABLE TO PRIVATELY OWNED AND MAINTAINED INFRASTRUCTURE,AND THE REQUIREMENTS OF WHERE SOME PROTECTION IS WARRANTED. MULCHING MAY ALSO BE USED TO STABILIZE AREAS WHERE CONSTRUCTION ACTIVITIES WILL BARRIER(SEE DETAILS) 14.THE OWNER/APPLICANT SHALL LIMIT CONSTRUCTION DEBRIS AND MATERIALS ON THE SITE.IN THE EVENT THAT DEBRIS IS CARRIED ONTO THE UTILITY SERVICE PROVIDERS. UTILITY WORK SHALL ALSO CONFORM TO THE CONDITIONS OF THE PROJECT APPROVALS. IN THE TEMPORARILY CEASE FOR MORE THAN 14 DAYS. THE PUBLIC WAY,THE OWNER/APPLICANT SHALL BE RESPONSIBLE FOR ALL CLEANUP OF THE ROADWAY. EVENT OF A DISCREPANCY BETWEEN THIS PLAN SET AND THE APPLICABLE REQUIREMENTS,THE CONTRACTOR SHALL BRING SUCH 13.SEDIMENTATION BASINS SHALL BE USED THROUGHOUT THE SITE TO TREAT RUNOFF. DIVERSION BERMS SHALL BE UTILIZED TO DIVERT SILT FENCE ONLY 15.THE LIMIT OF WORK FOR THIS PROJECT SHALL BE SHOWN ON THE PLANS AS SAWCUT LINES,EROSION CONTROL BARRIER LINES, DISCREPANCY TO THE ATTENTION OF THE OWNER AND FIELD ENGINEER TD MAKE A COLLECTIVE DECISION ON THE MOST APPROPRIATE UNTREATED STORMWATER TO THE SEDIMENTATION BASINS.SEDIMENTATION BASINS AND DIVERSION BERMS SHALL BE ADDED,REMOVED, ...... (TO DELINEATE LIMIT OF WORK AND/OR CONSTRUCTION DELINEATION FENCE LINES. LIMIT OF WORK LINES AND SHALL BE MARKED IN THE FIELD PRIOR TO WAY TO PROCEED. AND ADJUSTED AS THE SITE EVOLVES THROUGHOUT THE CONSTRUCTION PROCESS. WHERE AN EROSION CONTROL CONSTRUCTION.EXISTING FEATURES WITHIN LIMIT OF WORK LINE SHALL BE REMOVED UNLESS OTHERWISE SPECIFIED. 3. ALL UTILITIES SHALL BE LOCATED UNDERGROUND UNLESS OTHERWISE NOTED. 14.UPON CONVERTING ANY TEMPORARY SEDIMENTATION BASINS TO PERMANENT DETENTION/INFILTRATION BASINS,THE BASINS SHALL BE FUNCTION IS NOT NEEDED) SEAL: 16.ABUTTING PROPERTIES SHALL BE PROTECTED FROM EXCAVATION AND FILLING OPERATIONS FROM THIS PROJECT AT ALL TIMES.WORK ON 4. WATER: CLEANED OF ALL ACCUMULATED SEDIMENT TO ENSURE THAT THE VOLUMETRIC AND INFILTRATION DESIGN CAPACITIES ARE MAINTAINED. TREELINE ABUTTING PROPERTY SHALL REQUIRE WRITTEN AUTHORIZATION FROM THE OWNER PRIOR TO ANY LAND DISTURBANCE. 4.1. MUNICIPAL WATER IS PROPOSED TO BE SUPPLIED TD THE PROJECT FROM AN EXISTING 12'WATER MAIN ON-SITE. 4.2. WATER MAINS AND SERVICES SHALL BE INSTALLED WITH A MINIMUM 5'OF COVER EXCEPT AS NOTED OR DETAILED OTHERWISE. 15,STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS PRACTICABLE IN PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES PHIUP R. 17.THE OFFSITE DISPOSAL OF ALL DEMOLISHED MATERIALS SHALL COMPLY WITH THE APPLICABLE LOCAL,STATE AND FEDERAL GUIDELINES- 4.3. NO WATER SERVICE PIPES SHALL BE LAID IN THE SAME TRENCH WITH GAS PIPES,SEWER PIPE OR ANY OTHER FACILITY OF A HAVE TEMPORARILY OR PERMANENTLY CEASED,IN ACCORDANCE WITH THE NPDES CONSTRUCTION GENERAL PERMIT. STABILIZATION CRUSHED STONE HENRY PUBLIC SERVICE COMPANY,OR WITHIN THREE FEET OF ANY OPEN EXCAVATION OR VAULT. MEASURES SHALL BE IMPLEMENTED NOT MORE THAN 14 DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE HAS CIVIL 18.FILL MATERIAL(S)SHALL NOT CONTAIN HAZARDOUS MATERIALS. 4.4. WATER SERVICES SHALL BE SPACED AT LEAST 5'APART AT THE MAIN. TEMPORARILY OR PERMANENTLY CEASED,UNLESS PRECLUDED BY SNOW COVER OR FROZEN GROUND CONDITIONS IN WHICH CASE No.48547STABILIZATION MEASURES MUST BE INITIATED AS SOON AS PRACTICABLE.WHERE CONSTRUCTION ACTIVITY ON A PORTION OF THE SITE IS PF� 19.CONSTRUCTION DUMPSTERS SHALL BE LOCATED ON A STABLE SURFACE,PROPERLY MAINTAINED,AND EMPTIED ON A REGULAR BASIS. "M At 4-5. DETECTABLE UNDERGROUND WARNING TAPE SHALL BE INSTALLED OVER ALL WATER SERVICES.TRACER WIRE IF REQUIRED BY THE TEMPORARILY CEASED,AND EARTH DISTURBING ACTIVITIES WILL BE RESUMED WITHIN 14 DAYS,TEMPORARY STABILIZATION MEASURES DO PH N RIPRAP /Sl MUNICIPALITY. NOT HAVE TO BE INITIATED ON THAT PORTION OF THE SITE. /ONAL 4.6. WATER PIPE SIZES AND MATERIALS: 20.ANY PROPOSED SURFACE OPENINGS AND EXCAVATION WORK WITHIN THE TOWN RIGHT-OF-WAY LIMITS WILL REQUIRE A STREET OPENING 4.6.1. ON-SITE WATER MAIN(S)SHALL BE 8"CLASS 52 CUDI. 16.EROSION AND SEDIMENTATION CONTROLS WILL BE REQUIRED TO BE MAINTAINED THROUGHOUT THE DURATION OF THE PROJECT TO HYDRANT PERMIT(SOP)WITH THE WORK CONDUCTED UNDER SAID PERMIT BEING PERFORMED IN COMPLIANCE WITH THE TOWN OF NORTH ANDOVER 4.6.2. THE BUILDING SHALL BE SERVICED BY 4"CLASS 52 DUCTILE IRON METERED DOMESTIC WATER SERVICES AND SEPARATE 6" ENSURE THAT THEY FUNCTION AS INTENDED.DEFICIENCIES WILL BE CORRECTED BY CLEANING,REPAIRING,OR REPLACING THE AFFECTED SOP POLICY. CLASS 52 DUCTILE IRON NON-METERED FIRE SERVICES AS SHOWN ON THE UTILITY PLAN. CONTRACTOR SHALL CONFIRM SIZES CONTROL(S)OR PORTION(S)THEREOF TO REESTABLISH PROPER FUNCTIONING AS QUICKLY AS POSSIBLE-SEDIMENTATION CONTROLS WILL SIGN 21.FOR SMALL SNOW EVENTS,SNOW WILL BE STORED WITHIN THE PARKING AREA ISLANDS.FOR LARGE SNOW EVENTS SNOW WILL BE WITH MEP AND FIRE SUPPRESSION DESIGNER AND SHALL CONFIRM THE EXACT SPECIFICATIONS AND CONFIGURATION OF BE REQUIRED TO BE CLEANED DR REPLACED WHEN THE ACCUMULATED SEDIMENT EXCEEDS 50 PERCENT OF THE DESIGN CAPACITY OF TRUCKED OFF SITE BY THE OWNER. SERVICES AND METERING WITH THE WATER DEPARTMENT PRIOR TO INSTALLATION. THE CONTROL.ANY OFF-SITE ACCUMULATIONS OF SEDIMENT WILL BE REQUIRED TO BE REMOVED AS QUICKLY AS POSSIBLE IN A UTILITY POLE 22.ALL BACK FILL SHALL BE APPROVED BY THE GEOTECHNICAL ENGINEER.BACK FILL SHALL BE NDN-PLASTIC IN NATURE,FREE FROM 5. WASTEWATER: MANNER THAT MINIMIZES ADDITIONAL DISTURBANCE. PHILIP R.HENRY,P.E. ROOTS,VEGETATIVE MATTER,WASTE,CONSTRUCTION MATERIALS,OR OTHER OBJECTIONABLE MATERIAL.BACK FILL MATERIALS SHALL BE 17,EROSION CONTROL BARRIER(WHERE SHOWN)REPRESENTS THE LIMIT OF WORK.WHERE NO EROSION CONTROL BARRIER IS REQUIRED CD FLARED END SECTION CAPABLE OF BEING COMPACTED BY MECHANICAL MEANS AND THE MATERIAL SHALL HAVE NO TENDENCY TO FLOW OR BEHAVE IN A 5.1. WASTEWATER IS PROPOSED TO BE CONVEYED VIA GRAVITY TO AN EXISTING 24"GRAVITY SEWER MAIN. (SUCH AS UPSLOPE AREAS),A LIMIT OF WORK LINE HAS BEEN SHOWN.WHERE NO EROSION CONTROL BARRIER IS REQUIRED,THE PLASTIC MANNER UNDER TAMPING BLOWS OR PROOF ROLLING.ALL BACK FILL MATERIAL SHALL BE PLACED AND COMPACTED AS 5.2. SEWER SHALL BE ENCASED IN CONCRETE IF THE SEWER IS PLACED WITHIN 10'(HORIZONTALLY)OF A WATER LINE AND THE SEWER LIMIT OF WORK SHALL BE DELINEATED IN THE FIELD BY A VISUAL BARRIER SUCH AS TEMPORARY CONSTRUCTION FENCING IN ORDER TO TEST PIT LOCATION PREPARED BY: SPECIFIED BY THE GEOTECHNICAL ENGINEER. IS EITHER ABOVE OR WITHIN 18"BELOW THE WATER LINE. KEEP CONSTRUCTION ACTIVITIES OUT OF THOSE AREAS. 5.3. DETECTABLE UNDERGROUND WARNING TAPE SHALL BE INSTALLED OVER ALL SEWER SERVICES. TOP/BOTTOM CURB ELEVATION 23.ACCORDING TO FEMA FLOOD INSURANCE RATE MAPS COMMUNITY PANEL NUMBER 2500980228G,EFFECTIVE DATE 07/08/2025,THE AREA 5.4. ALL SEWER SERVICES SHALL BE TEMPORARILY CAPPED OUTSIDE THE BUILDING AT THE LIMIT OF THE PLUMBER'S SCOPE OF WORK. 18.THE PROPOSED ONSITTE DRAINAGE SYSTEM SHALL BE INSTALLED AS SOON AS PRACTICABLE.ALL EXISTING AND PROPOSED CATCH BASIN OF THE SITE TO BE REDEVELOPED LIES WITHIN ZONE X,WHICH IS DEFINED AS AREAS DETERMINED TO BE OUTSIDE THE 0.2% 5.5. CONTRACTOR SHALL CONFIRM PIPE MATERIALS AND MINIMUM SLOPES WITH THE MUNICIPALITY PRIOR TO CONSTRUCTION. INLETS SHALL BE PROTECTED WITH A SILT SACK(SEE DETAIL). SPOT ELEVATION (500-YEAR)ANNUAL CHANCE FLOODPLAIN. 5.6. WASTEWATER PIPE SIZES AND MATERIALS; UI VIL IJES I G N 5.6.1. GRAVITY SEWER: 19.DEWATERING OPERATIONS MUST DISCHARGE DIRECTLY INTO A SEDIMENT BASIN OR OTHER SETTLING AREA TO ALLOW FOR SUFFICIENT X'R CURB RADIUS 5.6.1.1. GRAVITY SEWER SHALL BE LAID AT A MINIMUM SLOPE OF 0.02'/'. PIPE SIZES SHOWN ON THE UTILTIY PLAN. SETTLING PRIOR TO DISCHARGE. GRADING&DRAINAGE NOTES 5.6.1.2. PVC GRAVITY SEWER PIPES WITH A BURY DEPTH OF>10'SHALL BE SDR-26. FOR SHALLOWER INSTALLATIONS SDR-35 IS ACCEPTABLE.CAST IRON SHALL BE USED BETWEEN THE BUILDING AND THE OIL WATER SEPARATOR SERVICING THE 20.DUST SHALL BE CONTROLLED BY AN APPROVED METHOD ACCORDING TO LOCAL,STATE AND FEDERAL STANDARDS. %,TRO UP,L LC 1. ALL GRADING AND DRAINAGE WORK INCLUDING MATERIALS,STRUCTURES,INSTALLATION METHODS,INSPECTIONS,AND TESTING GARAGE FLOOR DRAINS. REQUIREMENTS SHALL COMPLY WITH PUBLIC WORKS REQUIREMENTS AND ALL OTHER MUNICIPAL REQUIREMENTS TO THE EXTENT 21.ABUTTING PROPERTIES SHALL BE PROTECTED FROM EXCAVATION AND FILLING OPERATIONS FROM THIS PROJECT AT ALL TIMES.WORK ON APPLICABLE TO PRIVATELY OWNED AND MAINTAINED INFRASTRUCTURE.IN THE EVENT OF A DISCREPANCY BETWEEN THIS PLAN SET AND 6. GAS: ABUTTING PROPERTY SHALL REQUIRE WRITTEN AUTHORIZATION FROM THE OWNER PRIOR TO ANY LAND DISTURBANCE. THE APPLICABLE REQUIREMENTS,THE CONTRACTOR SHALL BRING SUCH DISCREPANCY TO THE ATTENTION OF THE OWNER AND FIELD 6.1. NATURAL GAS IS NOT PROPOSED FOR THE PROJECT. 4 HIGH STREET,SUITE 155 ENGINEER TO MAKE A COLLECTIVE DECISION ON THE MOST APPROPRIATE WAY TD PROCEED. 22.THE EROSION CONTROL MEASURES ILLUSTRATED IN THIS PLAN SET SHALL BE THE MINIMUM REQUIRED CONTROLS IMPLEMENTED. GENERAL ABBREVIATIONS NORTH ANDOVER,MA 01845 7. THE CONTRACTOR SHALL COORDINATE ALL PROPOSED ELECTRIC,TELEPHONE,AND CABLE UTILITY WORK WITH THE RESPECTIVE UTILITY www.cdgengineering.com 2- THE ELEVATIONS SHOWN ON THIS PLAN ARE BASED ON THE DATUM REFERENCE USED ON THE EXISTING CONDITIONS SURVEY-THE COMPANIES.THE PROPOSED CONNECTION LOCATIONS AND DETAILS PROVIDED HEREIN ARE SCHEMATICALLY SHOWN FOR REPRESENTATION 23.STOCKPILING LOCATIONS SHALL BE FIELD DETERMINED AND SHALL NOT LIE WITHIN THE 100-FOOT WETLAND BUFFER.DIVERSION BERMS ASSESSORS PARCEL A.P. CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING AND MAINTAINING ALL CONTROL POINTS AND ELEVATION BENCHMARKS PURPOSES ONLY. FINAL CONNECTION POINTS AND DETAILS SHALL BE AS DETERMINED AND REQUIRED BY THE UTILITY COMPANIES AND AND EROSION CONTROL BARRIERS SHALL BE INSTALLED DOWNGRADIENT OF STOCKPILES IN ACCORDANCE WITH THE PLAN AND DETAILS. BOTTOM OF CURB BC p:978-794-5400 f.978-965-3971 THROUGHOUT CONSTRUCTION. IN CONSULTATION WITH THE OWNER. BEST MANAGEMENT PRACTICE BMP 24.ESTIMATED STABILIZED AREA AS SHOWN ON THE SEQUENCING PLANS PROVIDED HEREIN REPRESENTS THE APPROXIMATE AREA THAT WILL BORDERING VEGETATED WETLAND BVW 3- EXTERIOR ELEVATIONS ALONG EACH BUILDING SIDE MAY VARY IN ORDER TO ACHIEVE GRADE IN CERTAIN AREAS.CONTRACTOR SHALL 8. THE CONTRACTOR SHALL PROVIDE UTILITY AS-BUILT PLANS INCLUDING SWING TIES FOR SEWER AND WATER TO THE OWNER. BE STABILIZED(EITHER TEMPORARILY OR PERMANENTLY)BY THE END OF THE CONSTRUCTION SEQUENCE. MAINTAIN POSITIVE DRAINAGE AWAY FROM THE PROPOSED BUILDING.FINISHED GRADE SHALL BE AT LEAST 8"BELOW THE FIRST FLOOR CATCH BASIN CB PREPARED FOR: ELEVATION. 9. TRANSFORMER(S)AND ASSOCIATED PROTECTIVE BOLLARDS SHALL BE PAINTED DARK GREEN IN COLOR. PAD SIZE AS DETERMINED BY 25.CRUSHED STONE AND/OR RIPRAP SHALL BE USED TO CONSTRUCT THE TRACKING PAD,CUT SLOPE TREATMENT AREAS,CHECK DAMS, CAPE COD BERM CCB UTILITY COMPANY. SEDIMENTATION BASIN OUTLET PROTECTION,AND ELSEWHERE AS CONDITIONS WARRANT.THE CONTRACTOR WILL BE REQUIRED TO KEEP A CELLAR FLOOR CF 4. ELEVATION OF LANDSCAPED AREAS ARE GIVEN AT FINISHED/LDAMED/MULCHED/PLANTED GRADE. REASONABLE STOCK OF CRUSHED STONE AND RIPRAP ON SITE TD BE ABLE TO SUPPLEMENT OR MAKE REPAIRS AS NECESSARY. CENTERLINE CIL 10.SITE LIGHTING INSTALLATION CONTRACTOR SHALL BE RESPONSIBLE TO RUN THE WIRING INTO THE NEAREST DESIGNATED METER LOCATION- CLEANOUT co 5. ACCESSIBLE ROUTES AND FEATURES SHALL COMPLY WITH APPLICABLE ADA AND AAB REQUIREMENTS. NEW SIDEWALKS,WHERE DOUBLE GRATE CATCH BASIN DCB PROPOSED,SHALL HAVE A MAXIMUM CROSS SLOPE OF 2.0%AND MAXIMUM RUNNING SLOPE OF 5%UNLESS A RAMP IS PROVIDED. 11.DUE TO THE SCALE OF THE SITE WORK DRAWINGS,THE EXACT LOCATION OF UTILITY SERVICES TO THE BUILDING SHALL BE VERIFIED RAMPS SHALL HAVE A MAXIMUM CROSS SLOPE OF 2.0%AND A MAXIMUM RUNNING SLOPE OF 8.3%.ACCESSIBLE PARKING SPACES AND WITH THE BUILDING DRAWINGS. DRAIN MANHOLE DMH PROXIMATE ACCESS AISLES,WHERE PROPOSED,SHALL BE SLOPED AT A MAXIMUM OF 2,0%IN ALL DIRECTIONS.SHOULD ANY FLARED END SECTION FES DISCREPANCIES WITH THESE REQUIREMENTS ARISE DURING CONSTRUCTION,THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY 12.SUITABLE,TEMPORARY PLUGS SHALL BE INSTALLED IN THE OPEN ENDS OF UTILITY SERVICES TO THE BUILDING PRIOR TO BACKFILLING. FOOTING DRAIN FD SO THAT AN ACCEPTABLE SOLUTION CAN BE DETERMINED. STUB LOCATIONS SHALL BE MARKED IN THE FIELD SO THAT THEY MAY BE EASILY LOCATED. FRONT/SIDE/REAR YARD SETBACK FYS/SYS/RYS 6. ALL NEW ON-SITE DRAINAGE PIPE SHALL BE DUAL WALL CORRUGATED HDPE(ADS N-12 OR APPROVED EQUAL),RATED FOR H-20 13.EXISTING DRAINAGE AND UTILITY RIM ELEVATIONS LOCATED WITHIN THE LIMIT OF WORK TO REMAIN SHALL BE ADJUSTED BY THE GAS TRAP GT LOADING,MINIMUM 12-COVER(UNLESS GREATER COVER IS REQUIRED BY THE MANUFACTURER),AND LAID AT A MINIMUM SLOPE OF CONTRACTOR TO MATCH NEW FINISHED GRADE. GATE VALVE GV 0.005'/'UNLESS OTHERWISE SPECIFIED. HIGH DENSITY POLYETHYLENE HOPE EAST MILL HOUSING LLC 14.PIPE MATERIALS SHOWN ON THIS PLAN ARE SUBJECT TO SUBSTITUTION AT THE TIME OF CONSTRUCTION.ANY ALTERNATIVE PIPE HIGH POINT HP 7. REFER TO GRADING AND DRAINAGE PLAN(S)FOR DRAIN PIPE SIZES CONNECTING CATCH BASINS TO MANHOLES AND MANHOLES TO MATERIAL SHALL CONFORM TO MUNICIPAL AND INDUSTRY STANDARDS FOR THE SELECTED APPLICATION. INVERT ELEVATION I= 17 IVALOO STREET MANHOLES.WHERE PROPOSED,TRENCH DRAIN OUTLET PIPES SHALL BE 8"MINIMUM. 15.ALL UTILITIES TO BE DISCONNECTED SHALL BE CUT AND CAPPED AT THE MAIN. IRON PIPE/PIN IP SOMERVILLE,MA 02143 LINEAL FE LF 8. EACH BUILDING SHALL HAVE A MINIMUM OF ONE GUTTER DOWNSPOUT OVERFLOW ON EACH INDEPENDENT PIPE NETWORK.THE 16.ALL SITE DRAINAGE,WATER,AND SEWER WORK OUTSIDE THE BUILDING FOOTPRINT SHALL BE PERFORMED BY A LICENSED NORTH LOW PO LP PROJECT: OVERFLOW SHALL BE INSTALLED ON THE DOWNSPOUT LOCATED AT THE LOWEST GROUND ELEVATION ALONG THE BUILDING WITHIN EACH ANDOVER DRAIN LAYER. ZERO PRESCOTT PIPE NETWORK. LIMIT OF WORK LOW 9. ROOF DRAIN PIPES ARE SHOWN SCHEMATICALLY AND DO NOT REPRESENT THE EXACT LOCATION OF DOWNSPOUTS. EXACT CONFIGURATION MATCH EXISTING M.E. RESIDENTIAL NOW OR FORMERLY N/F OF ROOF DRAIN PIPES SHALL BE FIELD DETERMINED FOR EACH BUILDING. OUTLET CONTROL STRUCTURE Ocs DEVELOPMENT 10.THE LOWEST GROUND ELEVATION AT THE GUTTER DOWNSPOUTS SHALL BE ABOVE THE 100-YEAR STORM PEAK WATER ELEVATION FOR PRECAST CONCRETE CURB PCC THE STORMWATER MANAGEMENT SYSTEM INTO WHICH IT FLOWS. RADIUS X'R PRESCOTT STREET&HIGH STREET RIM ELEVATION R= 11.FOUNDATION DRAINS SHALL EXIT THE BUILDING AT LEAST 1.0'BENEATH THE BASEMENT/SLAB ELEVATION. PIPES SHALL BE 6"MIN.OR ROOF DRAIN RD NORTH ANDOVER,MASSACHUSETTS AS OTHERWISE CALLED FOR ON THE ARCHITECTURAL DRAWINGS SLOPED GRANITE CURB scc 12.PROPOSED CATCH BASINS SHALL INCLUDE ELIMINATOR HOODS. CATCH BASINS IN PAVED AREAS SHALL CONTAIN 4'SUMPS. CATCH SPEED LIMIT SL SCALE: BASINS IN LANDSCAPED AREAS(YARD DRAINS),WHERE PROPOSED,DO NOT REQUIRE SUMPS. SUBSURFACE DETENTION SYSTEM SOS SUBSURFACE INFILTRATION SYSTEM SIS 13.GALVANIZED STEEL TRASH RACKS SHALL BE INSTALLED ON OPEN ENDS OF ALL INLET AND DISCHARGE DRAIN PIPES 18"OR LARGER IN STORMWATER MANAGEMENT AREA SWMA DIAMETER.TRASH RACKS SHALL BE SIZED TO FIT THE SPECIFIC PIPE FOR WHICH THEY WILL BE USED AND SHALL BE REMOVABLE FOR THRUST BLOCK TB SERVICING THE PIPE. TOP OF CURB TC 14.TOP AND BOTTOM OF WALL ELEVATIONS SHOWN ON GRADING&DRAINAGE PLANS REPRESENT THE EXPOSED PORTION OF THE WALL. TOP OF FOUNDATION IF SHEET: ALL WALLS GREATER THAN 4 FEET EXPOSED HEIGHT SHALL BE DESIGNED BY A STRUCTURAL ENGINEER. TYPICAL TYP. UNDERDRAIN UD 15.EXISTING DRAINAGE AND UTILITY RIM ELEVATIONS LOCATED WITHIN THE LIMIT OF WORK TO REMAIN SHALL BE ADJUSTED BY THE UTILITY POLE UP CONTRACTOR TO MATCH NEW FINISHED GRADE. WATER QUALITY UNIT WQU LEGEND&NOTES 16.PROPOSED BOTTOM OF CURB ELEVATIONS ALONG EXISTING STREETS ARE BASED ON EXISTING CONDITIONS INFORMATION AND SHALL BE VERTICAL CURVE VC CONSIDERED APPROXIMATE.CONTRACTOR SHALL MATCH EXISTING EDGE OF PAVEMENT GRADE. VERTICAL GRANITE CURB VGC YARD DRAIN YD 17.THE AREA BELOW ANY INFILTRATION SYSTEM(S)SHALL BE LEFT UNCOMPACTED AND SCARIFIED. MAME NWRI_ 2 DATE. 10/21/��5 F N/F ♦\ PER 37TT SET- RESIDENCE 4 \ KENNETH J.TOKARZ RESIDENCE 4 / C)TEC)RC�3STRUCTIL� DISTRICT \ BK.1924 PG.143 DISTRICT ; CDG PROJECT# 25012 / \ REVISIONS: % % REV DATE COMMENT \ 0 ♦ \ 1 02 11 26 REVISED PER CIVIL AND STORMWATER / ♦ % PEER REVIEW COMMENTS 2 03/OS/26 MINOR SITE PLAN MODIFICATIONS PER TRAFFIC COMMENTS PROPOSED ALT.DRAINAGE CONNECTION, N/F / % 3 03/30/26 ADDED HAS,UPDATED LIGHTING / MICHAEL U.RODDEN PG.1214 06/04/6 REVISED BUILDING FOOTPRINT � 5 / N/F \ / --- /CLIFTON 0.WALDREP / `` / // i`` RESIDEI�E 5 7 BK.1410 PG.17 \ // // // , DISTRICT s,0 L // ♦ i / T i 9 10 s� sF, RESIDENCE 4 ♦ �� // i'\ / O — DISTRICT 9` _ / T ` / ZONING BOARD OF APPEALS: P\ i jv —x .—,—, LIMIT OF /, \ o _ ----- C — — WORK «% / _ - / —INSTALL CONSTRUCTION FENCE ♦ " ————————— — ALONG LIMIT OF WORK LINE r PROPOSED INSTALL CONSTRUCTION FENCE BUILDING ALONG LIMIT OF WORK LINE ♦/ --- �— --- ----- ---- i — — — / — -- _ _ — -- -- ---- EM RAIN LN — — — — — ---- --I I \� SEAL: REDIDENCE STRCT 4 AN CATCH BASIN l9 i — — \-- / -- --- — — — — -- — — — -----_— —�—_ -- bo,=v —REM TREE LINE BACK _I HofMgs r REM TREE LINE BACK --=\ —I—eo — — — TO LIMIT OF WORK LINE -- — — -------- I o�P PHIUP R.s9 —; ogi// \� TO PROPERTY LINE _ \ _ __ aoi—— ,so Csory `_ HENRY INSTALL CONSTRUCTION FENCE o CIVIL No.48547 f o \ ALONG LIMIT OF WORK LINE o ♦ / / T ��\ I I r'? 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REMOVAL —— �% NF TRUCTU E ` S..z � N 3 LIMIT OF y+i M y 1N R CTU E }j` _ \" s o r NORTH ANDOVER,MASSAC'HUSETTS T a CURB � I s r r �^� S 66 b3M3S bZ 6 REMOVAL I b rT IN C IT OF j \ SCALE: g� T a6 S s SAWCUi LINE PR SE THE CURB ' ` a m z s= APPR X MATE LIMIT OF WORK 30 0 15 30 60 T INSTALL SILT SACK IN S35 z ..ez S m Ic6ze=a R MOVALm ISTING CB UNTIL � I I SEWED EASEMENT \ J giT ABILIZATION IS COMPLETE y- Lo7 ONOVaed')Goo lie � o � I Q (TYP ALONG FRONTAGE 11 I I s �) L LiLL L—i L Lf I GRAPHIC SCALE IN FEET �WffHIN 100 FEET OF SITE) �` SHEET. aJ � � 1 Fl z_ o-: S - w y 0 D6� �� 3d� �` �,� � � � i iii � iii /ii � / /i ii SITE DEMOLITION& P �Y was v i fi — /_iiii�. z— a= � o I .> v T ; —y_ -- APARTMENT BUILDING EROSION CONTROL PLAN z P° z ��\\ saD 6 =� o« m. — p�� ---- — 51 uNlrs __--- — o j Ns\ �� I I� (14,860 S.F.FOOTPRINT) FF=97.50 µ � 0 m a �•\ \� `.��., na,�f L� " �� I I DATE 10/1/2025 ZONING INFORMATION UNDERLYING zoNNCDIsiRlc IS:NDusrRlALsp-s)DISIxICT&RNSIDLNi'I.aLa(x-4> RESIDENCE 4 KENNETH J.TOKARSE RESIDENCE 4 0VLRLAYL0NNODISI'RICI DOWNIOWNOVLRLAY DISIPiCI'-SUBDIS'CRICA IRSIORIC MILL ARLA DISTRICT \ BK.1924 PG.143 DISTRICT CDG PROJECT#. 25012 REGULATION R4-REQUIRED PS-REQUIRED SUB A-REQ EXISTING PROPOSED �1 REVISIONS: MIN LOT AREA 12,500 SF 50,000 SF 50,000 SF 267,063t NO CHANGE _ REV DATE COMMENT MIN.STREET FRONTAGE 100' 150' 150' >150'+ NO CHANGE f \ FF \ REVISED PER CIVIL AND STORMWATER FF 02/11/26 PEER REVIEW COMMENTS MIN.FY SETBACK 30' 30' N/A 344'+ 17.5'±(R4)' MINOR SITE PLAN MODIFICATIONS PER 35'(ABUT RE5)` 19.9'±(IS)` \ 2 03/05/26 TRAFFIC COMMENTS MIN SY SETBACK 15' 35'(ABUUT RES)35'(ABUUT RES) 45.0" 36.0'± N/F 3 03/30/26 PRO ADDED HAS,UPDATED LIGHTINGION, 20' / MICHAEL U.PADDEN O� MIN.BY SETBACK 30 30' 35'(ABUT REEF N/A 29.2' / BK.1425 PG.121 K \ \\ 4 06/04/26 REVISED BUILDING FOOTPRINT MAX FLOOR AREA RATIO 1:1, = 5 (SUBDISTRICT A) PER 0.50:1 2:1(SP) N/A 1.57:1 5 MAX.LOT COVERAGE N/A 35% PER 33% 34% / N/F \ \\ 4eP TTCLIFTON 0.WALDREP =\ / \ / /P�o RESIDENCE 5 7 MAX BUILDING HEIGHT 35' 55' 55' N/A 55't* / BK.1410 PG.17 /\ \\ / aw DISTRICT (`)WAIVER REQUESTED,SEE DETAILED WAIVER LIST AS PART OF THE COMPREHENSIVE PERMIT APPLICATION // \ PARKING&LOADING INFORMATION 0 USE RNQUIRND PROVIDND RESIDENCE 4 E PARKING: DISTRICT mF �P/ ZONING BOARD OF APPEALS: 39 X 1.25 SPACES/STUDIO APT.=48.8 / e �`'l 128 X 1.5 SPACES/1 BED APT.=192 467 >462 TOTAL SPACES \ =ES vA/ / LIMIT OF WORK A-/ o` 113 X 2 SPACES/2+BED APT.=226 0 D W \ SHALL BE SO/ C, \ PROPERTY LINE ACCESSIBLE PARKING 462 ONSITE PARKING SPACES ;J \ \4pSe� LIMIT OF \ 401-500 SPACES REQUIRE 9 PARKING 9 9 PROPOSED 76±LF(INNER)&86±1(OUTER)OF WORK LINE \ LIMIT OF WORK SPACES PROPOSED 92 LF OF REDI-ROCK 28"GRAVITY `�_ _ \FIT REDI-ROCK 28"GRAVITY BLOCK RETAINING WALL __ FE SHALL BE BLOCK RETAINING WALL/2 W/1j"BATTER.Q \ = 3A AND 3B,RESPECTNE-Y W/11"BATTER. �� PROPERTY LINE (WALLS TO BE DESIGN BUILD.GC SHALL / Cs = WALLS TO BE DESIGN BUILD.GC SHALL ('7 WAIVER REQUEST TO ALLOW FOR THE PROJECT'S USE OF IN EXCESS OF 467 NON-EXCLUSIVE, COORDINATE WITH MANUFACTURER&PROVIDE Sr0\ \ u `tl F COORDINATE WITH MANUFACTURER&PROVIDE BUILDING SHARED PARKING SPACES ON AND OFF THE PROPERTY,INCLUDING 462 PARKING SPACES ON THE DESIGN/SHOP DRAWINGS TO ENGINEER PRIOR TO i ya4o\ \ DESIGN/SHOP DRAWINGS TO ENGINEER PRIOR TO FOUNDATION \ PROPERTY,TO BE SHARED WITH THE NON-PROJECT PARKING USES AT THE MILL COMPLEX CONSTRUCTION) �% `" SAAq�\ \ CONSTRUCTION) LINE \ 2g2 5 LAND COVERAGE CALCULATIONS 28'PRO GRAVIOSEDTY z5 L K E REDI-ROCK BUILDING = \ �6, � � 28"GRAVITY BLOCK RETAINING WALL#4 if FOUNDATION \ — AREA OF DISTURBANCE:6.13+ACRES - 0" LINE \ Zo \ (WALLS TO BCE DESIGN BUILD.GC SHALL SEAL: END WALL \. COORDINATE WITH MANUFACTURER& RESIDENCE 4 / COVER EXISTING % PROPOSED % DISTRICT / j � �` PROVIDE DESIGN/SHOP DRAWIN09 TO P�CV OF MASsq f - ENGINEER PRIOR TO CONSTRUCTION) BUILDING/CANOPY 2.02Z AC 33%206Z AC 34% / END o PHIUP IS PAVEMENT/CONCRETE 1.04t AC 17%1.00+AS 16% PROPOSED 183t LF OF REDI-ROCK 28"G VIIY T WALL s'r HENRY OPEN SPACE 3.07+AC 50%3.07+AC 50% BLOCK RETAINING WALL 11 W/11"BATTER. \k R CIVIL a No.48547 0%TOTAL 6.13±AC 10 6.13f AC 1007 (WALLS TO BE DESIGN BUILD.GC SWILL 324 COORDINATE WITH MANUFACTURER&PROPROVIDEewe 8-6' \\ 5 � �,T'j Sf�/5\ftFO� DESIGN/SHOP DRAWINGS TO ENGINEER PRIOR TO VANCC N/F STN'JAL OUTGO CONSTRUCTION) T , Q ''3 4/5 STORY GARAGE BUILDING MEADOW VIEW REFERENCE SIGN ___ 362 SPACES END WALL �� CONDOMINIUM U01 — s1 z TPROPOSE[[) BK.1527 PG.321NDUSTRIAL S WDISTRICT / CONCRETE END PAVEMENITPTYP.), / a4 i �� PHIUP R.HENRY,P.E. R1-1 LIMIT OF WORK SHALL BE - RESIDENCE 4 DISTRICT 16 6' Eccu RESERVED PROPERTY LINE AMENITY AREA(SEE 1 _ \� PARKING \ LANDSCAPE PLAINS)�I "vD�S'RIAL S DISTRICT - F END RT-8 ( �' \ — LANDSCAPELAAMENITY !SEE LANDSCAPE PLMIS) _\ / ( 'ANENIIY AREA(SEE� '-_..a CURB o„ V PREPARED BY: / f sv --6 u a m7 3 END WALL/_-� f�! S` � BUILDING �T VAN .. / FOUNDATION A �/I V 71L DESIGN Q R7—BG AccEssleLE ��: BUILDING 1 BUILDING 2 LINE !� 149 UNITS 131 UNITS DENCE 5 RES 4/5 STORIES 4/5 STORIES GROUP,LLC /� v � I v FF=100.50/111.17 FF=105.83/116.50 w END"` DISrRICT i / \ ( �� 4 HIGH STREET,SUITE 155 e9 / 13.8 0� ; NORTH ANDOVER,MA 01845 PR / �o TRANSFORMER PAD E ` www.edgengineering.com i SEPT / WITH BOLLARDS p:978-794-5400 f:978-965-3971 = 5 / s BUILDING a .' \ VE, FOUNDATION oNFUAcf PREPARED FOR: 145 - sr / Y. MCC PROPOSED WITH BOLLARDS RBa .env ..' CC(TYP) \END ECC ECC TO MEET ( �04 LINE u - /,' ECC TO MEEr T R7-8- T (TYP) MCC(TYP) \ , �) R7-8a 7 5, ,n, 4 7 / S" WATER EASEMENT 23 B'� � 5-S A\EASE ENT 14' r dO1S u u d01S� u _ ., ® 'P __ " Qt£ 20" O PROPOSED _ � w A WATER EASEMENT SIGN ----- P- �.�a-- ----_E�r-------=--------- --- = -- 'p : -�P p=--- - g R1-1 _: -R P ELECTRIC EASEMENT _ _-� ____.. PROPOSED _ _ -� PROPOS -_=BLUE STRIPING m® 5, �. '- -PROPOSED BTUM�IPOUS- _.._ _ -- 100SPACES - _ PROPOSED BITUMINOUS EXISTIN^- BLUE STRIPING -" CONCRETE PAVEMENT(IYP.) ;� UNTO POLE - - - /T �-� - __ _.... PAVEMENT(Tl'P.) 5'WIDE �R_ELECTRIC \ EXISTING <° E s P �-J � ' �� `' P g' E 20'SIDE r RO s re0 REMAIN 8.6' 9, \4SEMEM_ g 1 UTILITY POLE ,, \ .; se - - "- = - uP R e- To REMAIN �s 26 m _ r� EAST MILL HOUSIN LLC r CROSSWALK \ G Ir ' aw sraaAce l R { ¢ £ m P \ 17 IVALOO STREET T, i _- — _ — — SOMERVILLE,MA 02143 w 9 6 B _ w 6 � w --'---SNOW�wao,€-'----- ---------'---------- 3�c U SNOW sroancEsroancE .�..�r�F�� -- W co ---'-- r _ _ _ _ ___ __ __ w w w - e ____ _ _ _ _ - \=-�!'� "-- - ------ ------ - --- - W -----�---- -----r=�""-_ PROJECT: SC - 14.1 END EXISTING , IXI NG UTILITY � WHITE STRIPING I �. ECC \ EXISTING SIGN R1-1 �- i ECC_ UTILITY POLE ( POLE TO REMAIN _ w �EN ISTING � UL EGG ZERO PRE OTT ', '�'EC��POLE LIMIT OF CUR s" I EXISTING z TO REMAIN END __ TO REMAIN ,i -- --, e e IMPROVE MEET EXI N I UTILITY POLE��t�'- MEN7S MIT OF CURB IMPROVEMENTS.,� ECC —_ ; LIMR OF PAVEMENT TO REMAIN III II" P TO REMAIN \ RESIDENTIAL ECC TO MEET ,f --_ CO'FRONT YARD sEreacK ' IMPRONEMENTS_MEET EXISTING; # MEET�EXISTING PROPOSED _7 :� COSTING 0 - - '1 ' IMP MENISRMEL IN uE \ SEWER EASEMENT B&M LOADING EASEMENT -1 i ❑ SEWER EASEMENT SIDEWALK - 1 - _ - -- -- ------ --- - ------- - -�'----- -R'- - -' - -- - -- -- - -- -_ E �� DEVELOPMENT t TO MEET'. v' a ❑ ,'7` s: , -� - LIMB OF CURB s,a"E,w� -. Eov \ ELECTRIC EASEMENT. -_-iIMPROVEMENTS.MEET EXISTING- - ' �.oNE �.°�. - s.oNE '.,IXISTING a N.oNE E�.��"�. ---------- _ - - LIMIT C RB R1 1 ---- - - m_ �a" �,�;�1 d0 IMPROVEMENTS. B PRESCOTT STREET&HIGH STREET IING"'�� I � —— �— NORTH ANDOVER MASSACHUSETTS 7RIC EASEMENT a } dO1S _ SCALE: SEWER EASEMENT er PA EMENr SEWER EASEMENT — — ——— o 60 3 i o 11 i ------------ --- REP CE NCRETE aV — ,� 119 0 _Q.._ cc> > V 5i 15 30 ��. - -- i s APRON,I KIND ♦� gl� 1 I r B&M NT f M7L 3 GRAPHIC SCALE IN FEET ' LIMB OF IMPROVEMENTS k EXISTING m ►1 isuL . \ -o- _I I N t °" coNc wnLu s SHEET. dZ O tea- _` - CONC WALK MUL i` IAUL IsaUL o �'� CONC MUL z MUL MUL MUL IJUL m o a 4 Al m - -- -- - ,, — o�� L �\ I �� o V .sar 8' 8muL - v ❑ ii❑�. i i i iii❑ i i i i i° SITE PLAN ( / APARTMENT BUILDING \\ ,,f I NO LIg 51 UNITS a 59,440 S.F. L01 0Y110�d (� I 1 (14,860 S.F.FOOTPRINT) 4 6- �. \ ,do� ' ff awac FF=97.50 M ...,.. aaiIu E RE j \ \\ _ DATE 10/21/2025 PER - N J. YOT FOR CCIO3 S R I BOA' //�'�� Aimee �� KENNETH J.TOKARZ T /\ / BK.1924 PG.143 CDG PROJECT# 25012 \ / e H-6 \ R=94.o0 �= REVISIONS: °� RPE,° 1=91,00(DMH5) Se \ ° _ 1=90.90(OUT12") \ REV DATE COMMENT CONNECT NEW 18'PIPE - - 1=a9.2s(ourls" TO EXISTING CATCH 18"RCP ( BASIN AT NO 1 02 11 26 REVISED PER CIVIL AND STORMWATER =asoo± S=o.o1°/,5 LE �a�°°� P / / PEER REVIEW COMMENTS s _ 2 03/OS/26 MINOR SITE PLAN MODIFICATIONS PER - aca 76,/ DMH-7 \ 5... TRAFFIC COMMENTS 3 03/30/26 PROPOSED ALT DRAINAGE CONNECTION, DMH-12,$°o �®o C 1a � � R=91.30 � R=90.5D+- RIM=a 44 1�1=88.30(DMH6 t N/F ADDED HS4,UPDATED LIGHTING 1-86.15(DMH6,CB) o - /NI/A,E-OLD I 1=87.60t(CUL) g MICHAEL U.PADDEN NuTe.c)=a R=8838 61425 - 4 06/04/26 REVISED BUILDING FOOTPRINT 12"RCP N f `o CONNECT NEW 12 PIPE I-86.o(12"IN) p / BK. PG.121 S=D.02'S LF s TO EXISTING CATC _-- 08" / 7'o ss BASIN AT INV. --84 T2"OUT) 0>/ EL=86.00 0'�j 1=86.15(ouT) OF 2%PRIOR TO TRANSMOW IN /IM SS S E N�E INTO EXISTING SIDEWALK AND a 06- /CLIFTON 0.WALDREP PAVEMENT.CONTRACTOR TO VERIFY 9.10±ME- BK.1 41 0 PG.17 / /' 7 EXISTING GRADE PRIOR TO N / \ // / / T INSTALLING SIDEWALK / �e<\ g -- --' T / �� ro v , 5 9.00fME sA? / \ �� / Y / 9 \\� \C89.JO+ME Tom„ �� 10 ^ •` / 2HI STABILIZED SLOPE.IF ZONING BOARD OF APPEALS: o ,�n - _ FIELD CONDITIONS DO NOT \ / 1 ' - ALLOW FOR SLOPE,CONTRACTOR MATCHLINE INSET E� --/ SHALL NOTIFY ENGINEER SC.1LE:1"=30' Tw113 D� LIMIT OF WORK SHALL / � � o Bw113.D " __- BE PROPERTY LINE - ' `- -- LIMB OF WORK SHALL LIMIT OF �BE PROPERTY LINE _ WORK LINE PROPOSED RETAINING , --_-- _ / WALL�2 _- ,,_ -- _ PROPOSED RETAINING - ------- -- --- --- V i�� Bw1 M.oO _ \ WALL#3A do 3B UMff�OF RK SHALL -_ -- ------ / BE ROPERIY UNE-_ `"� - - _ , sow 1=98.40(OUT) -TW110.25 _ _ 5.6 / C108.5 8'HOPE Or HOPE_ � - 02 � -�- - - -- -- -- - w1 D9-D-- �� i SEAL: Wi .0 -w107 00 -s--"V/',75 LF S=0.01'/'30 LF - r1 rwloao � - �` _ -- - - -- - - -- --- - ---- --- --_-__- ° PROPOSED RETAINING OF o- - PN107.00 W108.0 ° /� 1'fB.S `, �� -___ - __ T4V11z'-. - - - __- --- - -_____ WALL/4 p`CN ASS"'C' BW99.50 r BW99.8 _ R=99.50 ------_ gIp(Dp.9 - / T i =96.10(YD5,B,BA) - 7E01PROPOSED SUBSURFACE INFILTRATION SYSTEM - g (SIS�11 W/CLEANOUTS/ ,Qg///108.00 0.50 1=98.00(OUT) - 9.83 BW99.83 _� IT ,/ HCIVILY 16(3'HIGH)RETAIN-R CHAMBERS ENCASED - - 6'HOPE TM0z0 YDYD=7 - �, Tw109.25 / No.48547 / 5=0.01'/,20 LF BW107.5 8'HOPE YD_6A IN STONE(SEE DE TPILS) 01 '�i o`�/, DMH it BW99.83 =99.25 CB-1 BW1071 0j R=99• R=99.50 W115.83 / 1=97.10(OUf) RD-1 =104J5 T 3=0.1'/,6 LF N/E 9/gUAL r es(oUr) 4 95.90(RD,DMH10,t1A) �, 4/5 STORY GARAGE BUILDING 10'HOPE 1=toz.00 I=1o1.7s(our) YlL-I w1o5.15 j�2 MEADOW VIEW 12'HOPE / S=0.01'/',22 LF R=1D4.9 \ 1 s5•t6(our� �-A1�'0� 362 SPACES 0583 1=too.so(ouT) D5,1 Bc1os:D osu =104'90NDOMINIUM s�,S=,LEVEL,25 LF � _ I�tot.((op i- a SA �1 - w11o5o, YD� Bc1o5.s5 �K.1527 PG.321 � BW99 50 F YD� B'xOPE =99.50 05.11 B'HOPE DMH-1 ' o _ eclos3 R=105.85 I=9a.ao(wEtR," �••- 1=ss.7s(our) s=o.oz'/', 19575(4-4'ORF) a "- 1=96.30(OUf) , T�z 4 LF os w1D4a ,=100. =100.15(CBt) 1 95 oo(auT \ =95 00 m H9PE s-. IR siso g9 8 Bc104 a I=t9°05(0 PHILIP R.HENRY P.E. ® 1 HOPE 5=.01'13B!F LF YD-10 R=99.5 B'HOPF _PRP AINING ,'- -3, _ 10'HDP 1=96.45(OUf) S.pPlu� 1 PREPARED BY: S=.02/•,7 LF o YD-4 _ =99 r� _ ,o TC10555 R=99.25--,� o \ / Tc1o5.ao 196.50(OUf) B'HOPEE ��. =99.25 DMH-118 B�� 1=96.50(OUT) ,� BC105.15 -,os� BC105.30 s-pP,32 I=96.50 0 s•.a3'/.0 1.1 105.00 / o / (� R=99.90 1 100 50 -- 8'HOPE 1=96.20(YD9,10) ( BW9�0 a° �,o 9.83 99.8 "'/.281F 1=96.10(O� �o 105.53 1 �IVIL DESIGN DMH-/ B•HOPE BUILDING 1 BUILDING 2 / s=.o1'/'.zo LF 149 UNITS Rss161oa 005 'S°-p;i1eLP 131 UNITS �JR�UPa LL� \ / / 12'HOPE 4/5 STORIES I=s6.1a(oun =s5s5 9-83 4/5 STORIES /� zt� R=97.00 / \ \ • _-�� / )& W106.00 1 i- � FF=100.50/111.17 FF=105.83/116.50 � ` I L A- I=az.so(ouT) 1S / 4 HIGH STREET,SUITE 155 NORTH ANDOVER,MA 01845 - ' \ \\ _ I=RD-4 o1.0 1 \12' IIZ1 www.edgengineering.com LIMIT OF / 9.3 \ ^� 9983 100.50 00.5 RL=1 105.15 ` HOPE ; 975-794-5400 f:978-965-3971 �e WORK LINE -=104.10-103.85 LIMR OF WORK SWILL p 100.50 1=10""tID1 _ S=27',P' 1=102.35(OUf) BE PROPERTY UNE 1=96.90(DMH1) 5 LF _\ DMH9THS51 1=96.80(OUr) 1 1 C10405 Fes' PREPARED FOR: 00.4 c10o.10 RD-3 10'HOPE TOO4a I. RD-2 1 c103.8a c10405 L 1=tot.00 cloa.ao oL C99.60 iM.20 00,5 1=97.OD(RD3) I=97.50 5=0.02'/',17 LF C99.90 ` 97.6 b$ \ '100.15, 1=96.90(0Uf) 100.50 a I o•T H 103.30 ) \\ e� _ C99.40 1D2S0 BC104.00 96 _ rA a 1.40< TC100.40 CIO 5.00 o ,... d 1 Po A BC1D0.4 �. C104.50 (.a B H-6 \TC97 6D pp T � TC 102.55 a �� \ a TC104.30 R=94.00 s� �TC97.00 TC98.50 gC98.1 I 99.7 10'HDPE 1 .4 100.45 T'1.75 T TC103. ` p =91.00(DMHS) S6 = BC971D 100.05 C100.15 C102.05, "' TC103.75 BC103.8 C104.75 o BC96.50 BC98.00 BC99 4 m o eT c99.90 / Bc1o225 10 HOPE C10 0 �ti A 1 1=9D.9D(00T12') 5=0.01�33 LF ,\ BC99.6D ° 9.85. 1 S=.D5� BC103.75 = a o s ss \TC98.25 L C104.25 - 1=89.25(OUT18' BC97.80 TC105.00 100.1 ` C103.60 TC104.0 C100.35 ) C102.00 BC99.60 C99.85 S C102.00 12'ORE 5-A14'131 LF \ \ � ( TC99.95 TC100.1-. )HOPE S-A7'2�6 LF BC\04.50 �' __ �" C103.10 BC103.5 _ . t 8'RCP ) / \ -.-.ter -.�-. � �.-. -. m -�.-.-.-. -.-.-.-.-.-.-.-.-.-.-. -.-.T.-.-.-.-.-.-.� -.-. - S=0.01'/',5 LF ( ofofo�°� D �s `� \ TC99.6 12'HOPE S-.01'/257 BE 10 HOPE BC99.451-•r•-•-• BC99.65 o TC99.95 �` x \ C 12'HOPE \ �s �asspMH 7 f,6' bs\ N\ 5=0.06'�',14 LF TC99 3 BC99.9 C99.75 BC99.85 C99.85 _ 1 1 TC103.00 5=01 42 LF \ `� � TC97.50 \ BC99.1 BC99.3 0 .o,\ �t is_o'L�osi' R-91.30 \ St \ BC9700 C97.10 \ gCggg � � BCl D1.5D BC1 D2.1 BC102.50 � �' 1�1=88.30(DMH6 9 \ ,> \ 9.4 �9 C9925 DMH_31 a' RIM-R 44 4 \ B598.90 B R=102.60 03.85 EAST MILL HOUSING LLC lNV(A,E)=OLD 1=87.60f(CUL) _g = C95.95 \° m m 1 1.4 BC103.35 A,(A I I I=66.4o(OUT) ��Z6 i 6 \ \ \\� c9g45 ° 9a.so --c99.oa, c99.00 ec1o14 o Tclozo5 ( ) 17IVALOOSTREET CONNECT NEW 12'PIPE R B8.38 \ y �9- ��_��e 7 \ Bc96.4s c9a.5o o Bc99.00 o Bcio205 1=98.35(DUMHT)2) L SOMERVILLE,MA 02143 TO EX III CATC Bs s),8' \- iC96.00-- - se - -- - - - _-_-- -- - - _ -- -- - - _ BASIN AT INV. - _ ----:_��- --------- - -- =--- ,-1D1.9_- _ ----- -=--~��- ----L rcloz sa- ae.,(,z our a !` \ - _--"-----'----------- - ------------ __ - _ .. \ T \( �e -0NH 5 BC96.0 _ ---- - ---_�- ---- 56 a- D41f�4---ems'-4uTr�eie -=8 -/ -- UNIT 0. �w e�nne�w„�-- C101.95 - - -+ - -�- __ C102.50�-\� PROJECT: BC96 7 _----._ _ H� !6 s Rca \ _ --- MO OF a R=99.40 L\ i� - - -C101.35 ° ZERO PRESCOTT AIN MAXIMUM CROSS SLOE C yp • ; - R=96.50 -------- ------_W4RK UNE oa-I-95.75 DMH3 -- _ -- e _RK UNE- --- -- --- RESIDENTIAL_ - E, ' `6--- =93.05(RD4,DMH4r--------- ----- --- - ----E6---1=95.65(OUT)-- TC98.00 - C98.50' - _ __ -- G^^u� ROWDE SMOOTH - __ OF 27G PRIOR TO TRANSTIIONIN �, � � -� - --zb- � i e"cMa oRa= / - - --- - - - C1 DD.BD±ME�- - -- - -- __ INTO EXISTING SIDEWALK AND e 06-- 78""Rcd=92.95(OUT) --- ti- / BC97.50 C98.00 is wTT- - _--�oN�,rc - _ SRION TO EXISTING_ _ _ PAVEMENT.CONTRACTOR TO VERB, 89.1ofME__ •• - - -�-� 1 _ .� / 1 \i� - °E-- /R Mug - - EXISTING GRADE PRIOR TO o' a TC89.95 - �� INSTALLING SIDEWALK BC89-95+M �Z6- , ,' --ss__ _ C96.00' EOP , DEVELOPMENT /\ BC89.95+M - �. _ �, "��; W __-- o;C �i ��/ C, ec93 so(-� �t Y� � - �� S\ PRESCOTT STREET&HIGH STREET \ T 89.00tME C89.80tME C90.50---m - 1 , ' I �'�f I N 'TC94.75 PROM E SM \ C89.30tME C90.00tME W 'BC89.70±ME rr�L - -_ -- - - - \� _ w I I I I I I �b _�^-_ - _ec94.25 TRANsmoN To EXISTING �v ° \\ NORTH ANDOVER,MASSACHUSETTS \\ea 68 I I '7777PAVEMENT ( -e� PA a6 �� - �� \\1 ( BIT PAVEMENT \ SCALE: PRUDEv� \ I I 1 BIT PAVEMENT j ( 30 0 15 30 60 \\� WFK 1 F �� 107 cNlxaed)Goo i1a w o �E� l ��"4 � `50`T�s M a I MTE® l o GRAPHIC scnLE IN EEET UL cc / _ \ m - e0 �� _ a osaec �oaa�a. SHEET. / coNc w,ei: fIf 6'/ d6 YYII" _Q- - . a, ` �c�c r � �` onuT C�� ai,�u,. �'. ro` IAUL ,AIIL a i n f� v UL z - s MUL �_' h UL �! k l J j D6 _ - - - z6 - N\ �.� - °� iii i ii f fsB o_o GRADING& h i o i9 m �( o m _ zz- = � o L �76�. e . �; y----- - APARTMENT BUILDING -- - DRAINAGE PLAN Z C9 ,,;C 68 I � I I ,�09� F�` 51 UNITS - s 1 ( o) ` � �^ �® Uyd CN oEz 0 1 T/ \m. 1 - �� 5,9,4#O�.F. ------- \" 'm �� _ ?z 9 s\ 1j �� I (14,860 S.F.FOOTPRINT) C,-,,�:-m ��\o o J \ o FF=97.50 L s zzz N s s. dM 1 l aBl 3. \ w4i DATE 0/21/2025 PER31IT SET- \ N/F VOT EC3Z COA TSTR 1'CTIONT KENNETH J°TOKARZ \ BK.1924 PG.143 CDG PROJECT# 25012 REVISIONS. REV DATE COMMENT / \ 0 1 02 11 26 REVISED PER CIVIL AND STORMWATER PEER REVIEW COMMENTS / 2 03/05/26 MINOR SITE PLAN MODIFICATIONS PER TRAFFIC COMMENTS N F 3 03 30 26 PROPOSED ALT.DRAINAGE CONNECTION, ADDED HAS,UPDATED LIGHTING /\ MICHAEL U.RODDEN IT BK.1425 PG.121 4 06/04/26 REVISED BUILDING FOOTPRINT 5 / PI 6 /CLIFTON 0.WALDREP BK.1410 PG.17 / \ 8 9 \ / 10 s / ZONING BOARD OF APPEALS: / _ SEAL: / -- H OF MASSgOti IT RY CINL yD, �� No.48547 s YD-7 "PFG/STEftF°� a\%\ 1=9250 4/5 STORY GARAGE BUILDING RD- 6•,_"� MEADOWS VIEW 362 SPACES CONDOMINIUM A0_ 11/ , \ ' ro YD 6� MH-1 T' / SIS_ YD MH-1 PH1L1P R.HENRY P.E. /i YO-1 cC 5 ,i 611E-1i PREPARED BY o B"sEWE m DMH-11 / / YD 4 BUILDING 1 •SEWER YD1 BUILDING 2 •SDR35 PVC UIVIL DESIGN / 149 UNITS I 191.30 131 UNITSs.oze'/156 LF 4/5 STORIES 4/5 STORIES �� ROUP,LLC FF=100.50/111.17 r SDR35 PVC FF=105,83/116.501 4'DOMESTIC 0.LD.1.SERVICE .OZI'156 LF 4"DOMESTIC C.LD.I.SERVICE ROppSED ` 4 HIGH STREET,SUITE 155 i I HYDRANT ; NORTH ANDOVER,MA 0I845 n CONTRACTOR SHALL REFER TO SITE g•gFly "FlRE 6'FIRE C.LD.I.SERVICE / ICAL DRAWINGS FOR CONDUIT SIZES, I=92.50 BOTTOM OF WATER=93.30E C.LD.I. R'R'W.CdgCriglriCCYlrig.COri1 �H- MA VLL AND NUMBER OF CONDUITS PER 4 SDR35 P TOP OF WATER-95.SSt srs fie- / i TOP OF SEWER=89.85t SERVICE I 5=.05'/5 LF BOTTOM OF WATER=94.20t 8•SEMI TOP OF SEWER=94.10E ` p:475-794-$400 f:975-96$-3y71 J. DUCT BANK. •SEWER 8"SDR35 P S__.07'/46 LF •SCR 1=94.50 ; TOP OF SEWER=93.50E 5 /} APPROXIMATE LOCATION OF EXISTING 12"WATER , 8"SDR35 P ROPOSED <f 4.1 91.0SEWE0 1=91.35 vj B•S / MAIN TO REMAIN BASED ON RECORD PLANS AND SMH-1 "SDR35 PVC ` PREPARED FOR: / S=.02'/1DB LF HYDRANT 1 1=97.95 PAVEMENT MARKINGS.CONTRACTOR SHALL R=97.10 , •j 8"SDR35 PVC 4"SDR35 PVC •CI S=.02'/151 LF m_i ; �I CONTACT ENGINEER IF PROPOSED UTILITY WORK 1=90.85(BLDG) SDR35 PVC S=A5'/11 LF S__.OTf 4 LF 1t .T.. CONTRACTOR SHALL REPLACE/RESIORE I's" IS NOT FEASIBLE BASED ON EXISTING WATER 1=90.75(OUf) ,�S=.05'/33 LF f T 5=.02'/95 LF I� RD-2 0 DISTURBED PAVEMENT,GRASS AND MAIN LOCATION. ° ,a - A Rp= +- © _ TREES IN KIND � -a_.�._:��.._._, Wit,_:_.-.��• �� R ° 1.00 DM 5- TER EASEMENT � � '_GV SDR35 P MH 2 ( ) ,� o - � � s VC - - ,,o . S=.04'�'91 LF DMH- R=10045 M a �y _ TER F812 OUT18' M M �M M - e,^ 0 iEit'EASEMENT l _ __WATER EASEMENT ______ _______ _�=g0.85(OIIT) ) M 2'WA �.�.�. �.�.�.�.�. .ELECTRIC EEASEME I�.�.�.�. .�.�. �. �.�. �. - �. O "SDR35 PVC \ -"S_0 01/5 LF oho.'"- ROPOSED TRANSFORME -- -- S=.02'/'8 LF MH-6 D SNH_2 - __ \ o� PAD WITH BOLLARDS AND FS=.5'/'1 PVC 3 �"" ►° 03�0.oa IF R=99.65 S=.05' 118 LF RANSFOR DMH- - RIC a�os is R� OPOSED s / /' MH-4 ,R=99.f TRANSFORMER E4SEMEM _ELECT R,�. C I 1 ��\ OIL CONTAINMENT _ �� _ SMH-5 --- s 1=88.60(SMH-1)_ IR--90.65(BLDG) BOLLARDS AND -- R=99.85 R=101.25 SMH-fi EAST MILL HOUSING LLC L= M"o� - 1=87.25(SNH-4_ ro 93.65(BLOG) R=103.15 \ FINAL ELECTRIC,TELEPHONE,FIGS, NNECT WATER SERVICES TO =�•50(0�)- =90.65(GT) OIL CONTAINMENT 17 IVALOO STREET �� 1=86.50(SNH-2) 1=93.65(SMH-6 =97.65(BLDG) \ &CABLE CONNECTIONS SHALL BE BOTTOM OF WATER=92.3- EXISTING 12'WATER MAIN 1=90.55(SMH-5) y I=e6.z5(our) @ I=93.ss(our) 1=973o(ouTj SOMERVILLE,MA 02143 COORDINATED WITH APPUCABLE 1" m __TOP OF SEWER=90.653 1=90.45(OUT) "� UTILITY COMPANIES ca -_----'-----'-----'-----------------------------------•-----•----BOTTOM/TER_M93.55}- --_ - - -_ EXISTING 12'WATER MAIN -- -- rnuL - -_ _-`Y,}-1^_••. ' ; ONNECT WATER SERVICES TO= -- � �,d BOTTOM OF DRAIN=97'OOt^-_-'---- ----- G MUL --- BOTTOM� � -- PROJECT: - -- _ MHO MHO TOP OF SEWER=86.85 _oNc wA" OF DRAIN=98.00t_BOTTOM OF ER=97.00.25E Q \ ZERO PRESCOTT O \CF IN-a".� ,i TOP OF SEWER=90.10t - TOP OF WATER=97.85t TOP OF SEWER=97.80t ATO SEWER/DRAIN CROSSIN AMP o°AM i RESIDENTIAL BOTTOM OF DRAIN=95.00t ' , # Q -. 18 RCP , tout,vr,L" L=gq -- SEWER EASEMENT B&M LOADING EASEMENT TOP OF SEWER=86.35t 1; -� -_- - -- - .1 n -- �- - -- -- -- --- - , .- - --- -- Ll/ 'SI - - ELECTRIC EASEMENT_ --- ' - --L4L " DEVELOPMENT a� LOP // o �� - �-m =-� �••� "��I�I -- g=a s 5 PRESCOTT STREET&HIGH STREET N ----�- _ 5 �G �- _ NORTH ANDOVER,MASSACHUSETTS 77 may_,. _ __ -- -_ --� a�mls --- s E1EC7R1C EASEMENT_a o �c s - - CONNECT NEW 12"SEWER SERVICE T0� � � `�/ \ -�ii-env€MENT SCALE: a3N3�S and CZ 5 S - '°- EXISTING SMH VIA AN EXTERNAL DROP - £T+' BIT PA�ME"� "� - -- 30 0 15 30 60 `n .. .SEWER EASEIv T' L6i6a - -, - - - - - - - - - - S - -- - - - -CONTRACTOR SHALL VERIFY CONDITION OF - a • " "i. - WpUL G EXISTING STRUCTURE PRIOR TO m r 10l JNIN?JVd GAOL'11H o mcc� �\ CONNECTION AND NOTIFY ENGINEER IF E, , ® \ "� y ; B&M LOADING EASEMENT CONNECTION IS NOT FEASIBLE m M7L GRP.PHIC SCALE IN FEET R=92.97t(TO REMAIN) \ (gym ��3-\� 1�► I 1=80.35(HIGH \ 1 nwup f SSS I� OF SHEET: ,n?.� d6 �C` _Q.k --6- •�.._. .s o�mYo ht m 1=76.23°t(EX..b.IN/OUT) e coNc&ALK I MU m mED y � ` IAII z�8 MUL• MULf�f M V0 UTILITY PLCo�`Q o0 APARTMENT BuiLDiNc j0 �NTH T/ C I I .000C L1 _ �� I 51 UNITS I- o N1OOd a i I II a 59,440 S.F. m m m\ z _ 4a60/ m z II F 50 9,FoorPRiNr) 0 6 m F- �� \\ � �A DATE 10/21/2025 PERAUT SET= A 0 T FOR COO STET_CTIOY NOTES: 1.SLTSACK MANUFACTURED BY A CDC PROJECT#: 25012 50'MIN. GEOSOLUTION(800-621-0444), EROSION CONTROL STREET INSTALL AND REMOVE PER BARRIER REVISIONS. MANUFACTURER'S RECOMMENDATIONS. SECURE SILT FENCE TO \(Y 2.SILT SACK TO BE REMOVED WHEN SITE POST USING WOODEN BATTEN \ REV DATE COMMENT IS STABILIZED. STRIP SCREWED INTO POST I =ID--- IIiIt=ut=u�il�ilMil��ul�Li�Il��iii�lil,Tl= � \ f- �IIW z _ 3.SILT SACK SHALL BE EMPTIED WHEN WITH SILT FENCE REVISED PER CIVIL AND STORMWATER EXISTING= I" =lT - - (T�li,, YELLOW RESTRAINT CORD IS NO P' A 1 02 11 26 - llrllrll� MIRAFI 140 N FILTER FABRIC SILT FENCE MIRAFI FILTER FABRIC SANDWICHED IN-BETWEEN / / PEER REVIEW COMMENTS GROUND Illl-I IIL IItCllrli� LONGER VISIBLE. IFIIFmII- TO BE PLACED UNDER STONE GRATE OR APPROVED EQUAL)FASTENED (USE 3 SCREWS PER BATTEN I UPLAND 4.SILr SACKS SHALL BE INSTALLED IN MINOR SITE PLAN MODIFICATIONS PER ALL NEW CATCH BASINS INCLUDING SECURELY TO STAKE(NOT STAPLED) STRIP) FLOW 2 03/05/26 TRAFFIC COMMENTS 50'MIN. DOWNSTREAM CATCH BASINS ALONG STOCKPILE 1"DEBAR FOR BAG WOODEN STAKE(NUMBER, PROPOSED ALT.DRAINAGE CONNECTION, EXISTING TION FOR THE DURATION OF z4"MINIMUM WOODEN SIZE AND SPACING PER \ 3 03/30/26 2"STONE PER MASSDOT REMOVAL FROM INLET CONSTRUCTION UNTIL SUCH TIME THAT f O TYP. ADDED H54,UPDATED LIGHTING SPECIFICATION M2.01.1 STAKE(SPACE 10' MANUFACTURER'S THE SITE 15 STABILIZED. MAXIMUM ON CENTER REQUIREMENTS w EXPANSION p ) \ 4 06/04/26 REVISED BUILDING FOOTPRINT RESTRAINT `�` // 10 TYP. UNDISTURBED GROUND z UL SILT SACK DEFLECTOR O� 5 WOVEN POLYPROPYLENE J GEOTEXTILE vARIEs _Iw PLAN VIEW F�_I 6 0 DUMP Loops �w EROSION CONTROL BARRIER STOCKPILE III 7 � FLow o - z s � NorEs: I I I III NOTES: 1 8 1.A STABILIZED CONSTRUCTION ENTRANCE COMPRISED OF 2"-3"CRUSHED STONE SHALL BE LOCATED WHERE 1.EROSION CONTROL BARRIER TO 9 CONSTRUCTION RELATED VEHICLES WILL ACCESS THE CONSTRUCTION SITE ONTO A PUBLIC STREET. ENTRENCH TUBULAR SEDIMENT CONTROL 2"3" 2.THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF CATCH BASIN EXTEND AROUND ENTIRE STOCKPILE. SEDIMENT ONTO PUBLIC STREETS OR ADJACENT LAND.ADDITIONAL STONE SHALL BE ADDED AS CONDITIONS 12"DIAMETER COMPOST-FILLED ORIGINAL GROUND SURFACE 10 WARRANT. o TueuLP.A SEDIMENT GO TROF 2.SEDIMENT TRAPPED BY THE EROSION 3_ANY SEDIMENT SPILLED,DROPPED,WASHED OR TRACKED ONTO PUBLIC STREETS SHALL BE REMOVED �� (SILT SOCK OR APPROVED EQUAL) CONTROL BARRIER SHALL BE REMOVED IMMEDIATELY, /i OUTLET AND PROPERLY DISPOSED OF AS SECTION AA ZONING BOARD OF APPEALS: 4_WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTERING A PUBLIC STREET,IF APPLICABLE. NEEDED_ WHEEL WASHING SHALL BE DONE IN AN AREA STABILIZED WITH CRUSHED STONE THAT DRAINS TO A DESIGNATED \� \ ) � ENTRENCH SILT FENCE 6"MIN. EROSION CONTROL SEDIMENT TRAP. �- 3.EROSION CONTROL BARRIER SHALL BE BARRIER MAINTAINED IN PLACE UNTIL STOCKPILE HAS BEEN ELIMINATED. TYPICAL STABILIZED CONSTRUCTION TYPICAL EROSION CONTROL ENTRANCE DETAIL TYPICAL SILT SACK DETAIL BARRIER DETAIL TYPICAL TEMPORARY STOCKPILE DETAIL NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE Top block 5/B"DIA.GALVANIZED CARRIAGE BOLT WITH SEAL. Grade to door,..,fa.e water WASHER AND HEX NUT Setback=t%'(a1 l) away e.m wan CN OF MA (5°batler an.la on walk 4"X1 O"PT SOUTHERN y,�P�. SsgCy YELLOW PINE RAIL o PHILIP R. N LOAM IS HYDROSEED --- o HENRY CIVIL ----- o No.48547 Nan woven geetext is fabric J ,cP�'(STEft�O� (If spe.'fed by Eng neer based on RIP-RAP IVERSION BERM PERIMETER EROSION t,sol�ndr.ns) f� M CHECK DAM 2'HIGH(MIN.) CONTROL BARRIER RETAINED SOIL Move blocks forward durninstallationN I-� 1VA�S ) � Exposed wall to engage shear knobs(Typical) 8"X8"PT SOUTHERN � ��1� 1 F(Ow EROSION CONTROL MATTING (He'9ILL design)s with Uo YELLOW PINE POST -� Dra nstone(AASHTO No.57 or equivalent) I.-tend at least 12"(305 mm)behind blocks O !Tv Z T�/L L!T VARIES PHILIP R.HENRY P.E. 6"LAYER OF'4"TO 1"WASHED Ell wedge between adjacent blocks f / CRUSHED STONE SURROUNDED BY with dra nst...fall blocks) GEOTEXTILE FILTER FABRIC SEE NOTES Ell vertcal core lot with d,,nston. _ ( ) (PC blocks) - COMPACTED SUBGRADE PREPARED BY. k(TyPcalh Middle bloc Block widths v.,w design BUTT JOINT L6"HDPE UNDERDRAIN PIPE(APPLICABLE ONLY Bury depth solid bottom block ---- --� IF STONE LAYER IS INSTALLED-SEE NOTES) I Block widths nary with design c ORIGINAL GROUND SURFACE u I Y IL IJESIGN DEPTH VARIES.PIPE SHALL BE NO HIGHER THAN THE NOTES. FOOTING ELEVATION OF THE CLOSEST DOWNGRADIENT UNIT 1.CHECK DAMS SHALL BE PROVIDED IN ALL UNSTABIUZED CHANNELS,SWALES AND Drain(As specified by Engineer) SECTION V i E w UROUP,LLC ALONG DIVERSION BERMS AS NEEDED. NOTES- 1_ THIS DETAIL APPLIES TO ALL SLOPES 3H:1V AND STEEPER_ PLAN VIEW NOTE: 2. STONE LAYER AND ASSOCIATED UNDERDRAIN MAY BE OMITTED Leveling pad(As specified by Engineer) 1.INSTALL RAIL FACE 2' 2.CHECK DAMS SHALL BE CLEANED OUT OF ALL DEBRIS AND SEDIMENT AS NEEDED. ON A CASE-BY-CASE BASIS AT THE DISCRETION OF THE OWNER FROM FACE OF CURB. 4 HIGH STREET,SUITE 155 AND FIELD ENGINEER. rnHar°wings.r°rrererenrRpny.oererminau°��°limes..eniiiya"aip�mpa"erpr°sEprpnyae�ausp°maipeae,tnisd°°°metithas°iera.p.-binty.r NORTHANDOVER,MAO1845 3.ALL SEDIMENTATION BASIN BERMS SHALL BE 4'MIN.IN HEIGHT. °e'gne"e'"°°"ar°°°a.F"'°ipr°i°a°°'s"s''"°na'"eA..n.t-n-b-di,snbIIb.epr°dbybb.-dpr°rwss-i°ns'nee ni,th.b°ai �oed�r"..fine Ppp-de,e. www.cdgengineering.com p:978-794-5400 E 978-965-3971 TYPICAL DIVERSION BERM DETAIL NOT TO SCALE TYPICAL SLOPE STABILIZATION DETAIL TYPICAL GRAVITY WALL DETAIL WOODEN GUIDERAIL DETAIL PREPARED FOR: NOT TO SCALE NOT TO SCALP NOI 10 SCALE WIRE OR HEAVY DUTY FENCING TO POSTS E EAST MILL HOUSING LLC 17 REs lSEE�G EST SOMERVI L STREET MA 02143 OP 4'HIGH HIGH DENSITY o POLYETHYLENE ORANGE PROJECT SAFETY FENCE ZERO PRESCOTT RESIDENTIAL FINISHED GRADE � DEVELOPMENT 72"T—POST DRIVEN 20" MIN.BELOW GRADE PRESCOTT STREET&HIGH STREET NORTH ANDOVER,MASSACHUSETTS � o n NOTES: SCALE: �J 1. SAFETY FENCE SHOULD BE FASTENED SECURELY TO THE AS-NOTED T-POSTS. POSTS SPACING SHALL BE AS RECOMMENDED BY THE FENCE MANUFACTURER. 2, FENCING SHALL BE USED DURING ALL PHASES OF CONSTRUCTION,BUT MAY BE SHEET: ADJUSTED BASED ON THE ACTIVE CONSTRUCTION AREA AT ANY GIVEN TIME CONSTRUCTION TEMPORARY CONSTRUCTION DETAILS DELINEATION FENCING DETAIL 7 NOT TO SCALE DATE: 10/21/2025 PERA117 SET= FLEXIBLE SEALANT PREFORMED FILLER-FULL @ COA S TR L CTION DEPTH OF JOINT Y4"x1"DEEP SAW CUT NOTES / ll 2"EXPAJOINT �1o'ro" 5 10-D 4"THICK BROOM FINISH,AIR-ENTRAINED,4,00o PSI,610 5X121G GREASED ROOD /2„ 4 SONG O C MAX. CDG PROJECT�: 25012 1.THIS DETAIL PROVIDES A MINIMUM STANDARD FOR �.{ tt 1 4"GONG.SIDEWALK 4 CONC.SIDEWALK REVISIONS. SIDEWALK CONSTRUCTION. THE FINAL SIDEWALK �� C. SECTION SHALL BE DESIGNED BY A GEOTECHNICAL w TYPE II,FIBER REINFORCED CEMENT CONCRETE WWF 6"x6"-W1.4 X W1.4 2" 2" WWF 6X6-WI REV DATE COMMENT ENGINEER AND SHALL BE uTIuZED IF MORE Q UU5 BAR COOT REINFORCING @ MID-DEPTH STRINGENT THAN THIS DETAIL. > 6x6-W1.4xW1.4 WELDED WIRE tt REINFORCING @ MID-DEPTH 2_GROOVE JOINTS 1"DEEP WITH 1/3"RADII SHALL BE :Q FABRIC(CENTER DEPTH) 1 02/11/26 REVISED PER CIVIL AND STDRMWATER REQUIRED IN THE CONCRETE SIDEWALK AT 5' PEER REVIEW COMMENTS INTERVALS.ALL GROOVE JOINTS SHALL LEAVE A a \/ aa. MINOR SITE PLAN MODIFICATIONS PER HORIZONTAL GAP OF LESS THAN z"TO COMPLY WITH a VARIES(SEE PLAN) X a a^ X ° 2 03/05/26 TRAFFIC COMMENTS ADA REQUIREMENTS. „w-, ° ° " - x x /e � >F = PROPOSED ALT.DRAINAGE CONNECTION, 3.ONE 1/2"EXPANSION JOINT WILL BE REQUIRED AT cn ° a 1" A- ° 3 03/30/26 40'INTERVALS.A 112"EXPANSION JOINT WILL BE SLOPE VARIES(SEE PLAN) >U�� U ° ADDED H54,UPDATED LIGHTING REQUIRED WHERE THE SIDEWALK JOINS ANY RIGID A FACE OF ROOVE a °_ _ ° ° STRUCTURE. EXPANSION JOINT FILLER STRIP SHALL �I AXI CURB JOINT ��0� C ��O�O��O O�O°C 4 06/04/26 REVISED BUILDING FOOTPRINT BE INSTALLED FLUSH WITH THE SIDEWALK SURFACE PLAN ° \�I�� ( � TO PROVIDE A SMOOTH TRANSITION ACROSS JOINTS, C III --� 5 N ACCORDANCE WITH ADA REQUIREMENTS. 'di I I I I�� 6 COMPACTED 6"COMPACTED 4"THICK BROOM FINISH,AIR-ENTRAINED, _ GRAVEL BASE 6x6-W1.4xW1.4 WELDED WIRE 3,500 PSI,610 TYPE II,FIBER REINFORCED / ;/\/\/ �YT, III III III III III III III III- III III- GRAVEL BASE 6 FABRIC(TOP THIRD DEPTH) CEMENT CONCRETE(M 4.02.00) �\ \/ III III III III III III-- ° Y 1 R VARIES(SEE PLAN) COMPACTED 8 PROCESSED GRAVEL I I I I I I_ GROOVE JOINT 2 0%MAX.SLOPE (SEE PLAN) SUBGRADE SUBBASE g" 4" NOTES: 1, THIS DETAIL PROVIDES A MINIMUM STANDARD FOR SIDEWALK CONSTRUCTION. THE FINAL SIDEWALK SECTION SHALL BE DESIGNED BY A GEOTECHNICAL ENGINEER AND SHALL BE UTILIZED IF MORE 9 PAVEMENT STRINGENT THAN THIS DETAIL. n 2.GROOVE JOINTS 1"DEEP WITH 1/3"RADII SHALL BE REQUIRED IN THE CONCRETE SIDEWALK AT 45 DEG. 5'INTERVALS .ALL GROOVE JOINTS SHALL LEAVE A HORIZONTAL GAP OF LESS THAN 2"'TO 10 COMPLY WITH ADA REQUIREMENTS. 3.ONE 1/2"EXPANSION JOINT WILL BE REQUIRED AT 40'INTERVALS.A 1/2"EXPANSION JOINT WILL NOTE: ZONING BOARD OF APPEALS: 8"PROCESSED COMPACTED BE REQUIRED WHERE THE SIDEWALK JOINS ANY RIGID STRUCTURE. EXPANSION JOINT FILLER NOTE: GRAVEL SUBBASE SUBGRADE STRIP SHALL BE INSTALLED FLUSH WITH THE SIDEWALK SURFACE TO PROVIDE A SMOOTH -CONTROL JOINTS @ 20'-0"O.C.MAX.REFER TO -TOOL JOINT SPACING REFER TO PLAN SECTION AA TRANSITION ACROSS JOINTS,IN ACCORDANCE WITH ADA REQUIREMENTS. (M 1.03.1) PLAN 4 FLAT WORK WITHIN THE MUNICIPAL RIGHT of WAY SHALL eE conlsTRucTEO IN CONFORMANCE WITH -BROOM FINISH WITH TWO COATS SEALING/CURING MUNICIPAL STANDARD SPECIFICATIONS. -BROOM FINISH WITH TWO COATS SEALING/CURING COMPOUND. COMPOUND. TYPICAL MONOLITHIC CURB AND TYPICAL SIDEWALK TYPICAL SIDEWALK SIDEWALK DETAIL TYPICAL CONCRETE WALKWAY DETAIL EXPANSION JOINT DETAIL CONTROL JOINT DETAIL NOTTOSCALF NOT TO SCALE NO]'f0 SCALE NOT TO SCALE SEAL. 1.5"BITUMINOUS 2.5"BITUMINOUS CONCRETE TOP CONCRETE BASE P�2N OF MgY`P9 COURSE COURSE (M3.11.03) (M3.11.03) o PULPHENR N g R 4„ g,• R_„ CIVIL FACE OF CURB - No.48547 F V Y% LOAM G,SUBSOIL - _ ,2�,01STEft Y�`✓ TOP COURSE Cn 5'FOR `JS °� PEDESTRIAN TavnL� CROSSING TRANSITION BACK EDGE OF BASE COURSE TO PROFILE GRADE FULL REVEAL(SEE GRADING PLAN TRANSITION SECTION(STRAIGHT (SEEKpR1Es OVER A DISTANCE FOR REVEAL) OR CURVED-SEE PLAN) 2-0q s ` F1LEs OF 10 FEET STANDARD SECTION OF CURB `` � MAX BASE couRSE 7" 3.0" VARIES FINISHED LP�VEINTME ADHESIVE/BONDING AGENT MIN. / / / / / / / //x\/xT, x x / /Y (SEE'R 01-1LES) COMPACTED GRAVEL SUBBASE PROCESSED COMPACTED PHILIP R.HENRY,P.E. (SEE PAVEMENT DETAIL) NOTE_ GRAVEL SUBBASE SUBGRADE -- 1_THE CONCRETE SHALL BE A MIXTURE OF APPROXIMATELY 65%STATE APPROVED CONCRETE SAND, NOTES M1.03T)(SEE PREPARED BY. 20%3/8"STONE,AND 15%CEMENT. CONCRETE SHALL CONTAIN ONE(1)LB.OF FIBER MESH ) PER CUBIC YARD AND HAVE COMPRESSIVE STRENGTH OF 4,000 PSI AFTER 28 DAYS. THE CONCRETE SHALL MEET OR EXCEED ASTM C94 STANDARD SPECIFICATION FOR READY MIX NOTES: TOP OF PROPOSED PAVEMENT CONCRETE. NOTES: 1. THIS DETAIL APPLIES WHERE PEDESTRIAN ROUTES 1. THIS DETAIL PROVIDES A MINIMUM STANDARD FOR PAVEMENT CONSTRUCTION BASED ON THE AASHTO GUIDE �7� T 7 2.THE ASPHALT PAVEMENT SHALL 8E CLEANED BY SCARIFYING OR WASHING TO REMOVE ALL DUST, I Y I E1 CI G OIL AND LOOSE MATERIAL.'RIOR TO APPLYING A TWO COMPONENT EPDXY OR SUITABLE FOR DESIGN OF PAVEMENT STRUCTURES. THE FINAL PAVEMENT SECTION SHALL BE DESIGNED BY A ALONG SIDEWALKS OR CROSSWALKS CROSS SITE 6'MAX. 1 L� V �J V CONCRETE ADHESIVE DESINED TO BOND FRESH CONCRETE TO EXISTING PAVEMENT SHALL BE GEOTECHNICAL ENGINEER AND SHALL BE UTILIZED IF MORE STRINGENT THAN THIS DETAIL. ROADWAYS, (UNLESS REGARDLESS OF WHETHER OR NOT A USED, 2-MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE M-DOT STANDARD SPECIFICATIONS FOR PAINTED CROSSWALK IS PROPOSED. OTHERWISE �RO UP LLC 3.CONTROL JOINTS SHALL BE INSTALLED AT NINE FOOT INTERVALS(OR AS RECOMMENDED BY THE HIGHWAYS AND BRIDGES. 2. WHERE SITE DRIVE PROFILE GRADE IS LESS THAN NOTES: MANUFACTURER/INSTALLER)AND AT ALL RADIUS POINTS TO MINIMIZE CRACKING. 3.THE SOIL MUST HAVE A MOISTURE CONTENT DRY OF OPTIMUM AS DETERMINED BY THE MOISTURE-DENSITY THE THE CROSS SLOPE OF THE CROSSWALK SPECIFIED) 4.THE FINISHED CURBING SHALL BE COATED WITH A CURING COMPOUND DESIGNED TO SEAL THE RELATIONSHIP TEST METHOD ASTM D1557. I.E.NO 1. SEE TYPICAL CURB DETAIL SURFACE AND FORM A WATERPROOF MEMBRANE TO RETARD THE LOSS OF WATER FROM THE 4.THE SOIL CAN BE COMPACTED TO 98%OF THE MAXIMUM STANDARD PROCTOR DENSITY AS DETERMINED BY SHALL MATCH THE ROAD GRADE( FOR ADDITIONAL INFORMATION. FRESH CONCRETE. THE MANUFACTURER'S INSTRUCTIONS SHALL BE FOLLOWED. THE MOISTURE-DENSITY RELATIONSHIP TEST METHOD ASTM D698. ADJUSTMENT NECESSARY). 2.APPLIES TO AREAS WHERE 4 HIGH STREET,SUITE,15$ 5.THE SOIL SHALL NOT BE USED IF THE MATERIAL CONTAINS ORGANIC MATTER,RUBBLE,DEBRIS OR ANY CURBING GOES FROM FLUSH NORTHOTHER DELETERIOUS MATERIAL To REVEAL. `4 3.SEE NOTES SHEET FOR CURB www.cdgengineering.com TYPICAL EXTRUDED CONCRETE ROADWAY ADJUSTMENT AT TYPE USED AT TRANSITIONS. p:978-794-5400 f:978-965-3971 CURB DETAIL TYPICAL BITUMINOUS PAVEMENT DETAIL PEDESTRIAN CROSSING DETAIL TRANSITION CURB DETAIL PREPARED FOR: NUT TO SCAi.F NOT TO SCALE NOT TO SCALE NOT TO SCALE SIDEWALK AT 2.0% LANDING AT MAX.CROSS SLOPE 2.0%MAX. CONCRETE RAMP AT (SEE PLAN FOR IN ANY 8.3%MAX.RUNNING SIDEWALK MATERIAL) DIRECTION SLOPE AND 2.0% MAX.CROSS SLOPE SIDEWALK AT 2.0% MAX_CROSS SLOPE 7�7 SIDEWALK AT 2.0% SIDEWALK AT 2.0% (SEE PLAN FOR CONCRETE RAMP AT EAST'MILL HOUSING LLC MAX.CROSS SLOPE MAX.CROSS SLOPE SIDEWALK MATERIAL) 83%MAX.RUNNING g (SEE PLAN FOR CONCRETE (SEE PLAN FOR SLOPE AND 2.0% 17 IVALOO STREET LEVEL CONCRETE RAMP AT MAX.CROSS SLOPE 4"THICK 4,000 PSI 6x6-W2.9xW2.9 WELDED WIRE o LANDING 8 3%MAX_RUNNING SIDEWALK MATERIAL) LANDING AT SIDEWALK MATERIAL) CEMENT CONCRETE FABRIC(CENTER DEPTH) S�MERVILLE',MA 02143 SLOPE AND 2.0% 2.0%MAX. SEE PLAN(4'MIN_) DETECTABLE (BROOM FINISH) MAX.CROSS SLOPE IN ANY WARNING PANEL DIRECTION - PROJECT:ZERO PRESCOTT a a CONCRETE 2 RAMP LANDING AT 2 0%MAX RESIDENTIAL DEVELOPMENT cE FLARED SIDES AT 10.0% LANDING RAMP Q� '�OK,Y IN ANY _ MAX.RUNNING SLOPE CURB/BERM �u�"V CURB/BERM DIRECTION �O CURB/BERM EDGE of PAVEMENT L usH EDGE of PAVEMENT LANDING \\\\\\\\\\\\\\ PRESCOTT STREET&HIGH STREET FLUSH VERTICAL GRANITE CURB/BERM 3'-On SEE PLAN 3'-0" SEE PLAN SEE PLAN NRc HSIPIOR PANN R) T °e' f NORTH ANDOVER,MASSACHUSETTS TL 5'-0"MIN. VERTICAL GRANITE (5'MIN.) ° ° ° r VERTICAL GRANITE TRANSITION CURBS ON DETECTABLE FLUSH DETECTABLE WARNING PANEL VERTICAL GRANITE SCALE: TRANSITION CURBS ON WARNING PANEL EACH SIDE OF RAMP � TRANSITION CURB COMPACTED COMPACTED EACH SIDE OF RAMP (LENGTH PER PLAN) SEE PLAN(5'MIN.) \i (5'LONG) PROCESSED SUBGRADE STONE AS-NOTED NOTES: 1,ACCESSIBLE ROUTES SHALL MEET THE APPLICABLE REQUIREMENTS SET FORTH IN THE FEDERAL AMERICANS WITH DISABILITIES ACT(ADA)ACCESSIBILITY GUIDELINES AND APPLICABLE STATE ACCESSIBILITY CODES/REGULATIONS_ SHOULD ANY DISCREPANCIES WITH THESE REQUIREMENTS OR DETAILS ARISE DURING CONSTRUCTION,THE CONTRACTOR SHALL NOTIFY THE OWNER AND ENGINEER SO THAT AN ACCEPTABLE SOLUTION CAN BE SHEET DETERMINED BEFORE THE ELEMENT IN QUESTION IS CONSTRUCTED. 2.ALL RAMPS SHALL INCLUDE DETECTABLE WARNING PANELS WHETHER OR NOT SHOWN ON THE SITE PLANS.ANY CONSTRUCTION RAMP-SPECIFIC DEVIATIONS FOR PLACEMENT OF THE DETECTABLE WARNING PANELS ARE SHOWN ON THE SITE PLAN. 3.THE MAXIMUM ALLOWABLE SIDEWALK AND CURB RAMP CROSS SLOPES SHALL BE 2.0%(0.5%MIN.). DETAILS IT 4.THE MAXIMUM ALLOWABLE RUNNING SLOPE OF RAMP SHALL BE 8.3%. E 1 5.THE MAXIMUM ALL DA L OWABLE RAMP RISE IS 6 6_MAINTAIN A MINIMUM OF 3 FEET CLEAR AT ANY PERMANENT OBSTACLE IN ACCESSIBLE ROUTE DE,HYDRANTS, _ D TYPICAL ACCESSIBLE CURB RAMP DETAILS 8 7.RAMPAMP POLES.TREE WELLS,SIGNS ETC.)CONSTRUCTION SHALL CONFORM TO THE TYPICAL SIDEWALK SECTION. 8_ALL RAMPS SHALL BE CEMENT CONCRETE WITH BROOM FINISHED NON-SLIP SURFACE. NOT TO SCALP, DATE: 10/21/2025 PERA11T>SET= A 0 T FOR COO STR L'CTION PEG PROJECT#: 25012 REVISIONS. REV DATE COMMENT REVISED PER CIVIL AND STDRMWATER 02/11/26 PEER REVIEW COMMENTS 3"HMA BINDER COURSE 1.5"HMA TOP COURSE WIDTH OF MARKING 2 03/05/26 MINOR SITE PLAN MODIFICATIONS PER SAW CUTVEM EXISTING TRAFFIC COMMENTS PA ENT TING 48 3 03/30/26 PRDPDSED ALT.DRAINAGE CONNECTION, WIDTH OF SYMBOL PAINTED PIANO ADDED HS4,UPDATED LIGHTING 2 KEY MARKING PROPOSED PAVEMENT OVERLAY UNDISTURBED Ex1srlNc PAVEMENT -24"MIN (WHITE) 4 O6/04/26 REVISED BUILDING FOOTPRINT /\/ 000°000 0000000 00000o z o BLUE PAINT A)0 O°0--�00�00� 0�°00�- PROPOSED TOP AND BASE LL m 12F P o000o Q,o 0000 QG o0000dO,d COURSES m 8' 6 o° °31 o O�°�o°�Q° z WHITE PANT APPROXIMATE LIMIT OF 00 00�001 000� 0�°00�- APPROXIMATE LIMITS UNDISTURBED - 0 0 0 0 0 0 0 0 OF EXCAVATION 6"MIN ► EXISTING 0'O L� (3"STROKE WIDTH) 7 DISTURBED PAVEMENT PAVEMENT O W O REMOVE TEMPORARY LIMA REPAIR - N PROCESSED GRAVEL BORROW ///yyy AND EXCAVATE 2"OF GRAVEL 0 0 1 BORROW FHE E _ = 9 SELECT NATIVE BACKFILL SEE PROPOSED PL\/K-KIT—TAII \ 'WC SA AND TACK COAT ALL 10 EDGES AND EXISTING PAVEMENT WITH ASPHALT EMULSION ZONING BOARD OF APPEALS: NOTES: COLD PLANE AND OVERLAY 1. RAMP PORTION OF WHEELCHAIR CURB RAMP TO BE PROPOSED GRAVEL SUBBASE (1.5"MIN.DEPTH)A MIN_ LOCATED FULLY WITHIN CROSSWALK. DISTANCE OF 6"INTO EXISTING 2. CROSSWALK LENGTH VARIES-SEE LAYOUT PLANS. PAVEMENT TYPICAL PERMANENT ROADWAY TYPICAL ACCESSIBLE PARKING SPACE TYPICAL PAINTED TRENCH REPAIR DETAIL PAVEMENT TIE—IN DETAIL MARKING DETAIL CROSSWALK DETAIL NOT TO SCAT.E NOT TO SCALE NOT 10 SCALE NOT TO SCALE CONCRETE SHALL BE SEAL. ROUNDED AT TOP TO 4.0' SHED WATER �P7CNOF MASS9cy ACCESSIBLE PARKING SIGN o PHILIP R. N SHALL INCLUDE THE o HENRY INTERNATIONAL SYMBOL OF CIVIL RESERVED ACCESSIBILITY,SIGNS - No.48547 WHITE STOP BAR ON PAVEMENT PARKING MUTco IDENTIFYING VAN ACCESSIBLE 6"CIA.SCHEDULE 40 GALVANIZEDFFFC/STERFW7A`1"� (SEE SITE PLAN FOR LOCATION&QUANTITY) R7-8 SPACES SHALL CONTAIN THE CONCRETE OR BITUMINOUS i� STEEL PIPE FILLED WITH CONCRETE TONAL ' 12"x18" DESIGNATION"VAN ACCESSIBLE," PAVEMENT(SEE TYPICAL (PAINT AS DIRECTED BY THE OWNER) VARIES(SEE SITE PLAN) o AND SHALL MEET ALL LOCAL, SECTION AS APPLICABLE) FINISHED GRADE Ui STATE,AND FEDERAL Q ACCESSIBILITY REQUIREMENTS LOAM LAYER I rsf 2 GALA STEEL POST SET IN o \/AIJ -D,TCD W CONCRETE 17 STOPAcc EsslELE 12%6" 1 6'PAINTED STEEL PIPE PHILIP R.HENRY P.E. z BOLLARD(FILL WITH 7 NON-SHRINK GROUT,ROUND AGGREGATE BASE COURSE TOP)CONTRACTOR TO (SEE TYPICAL PAVEMENT VERIFY COLOR WITH OWNER PREPARED BY'. a o SECTION As APPLICABLE) z o „j PREMOLDED EXPANSION JOINT W NOTES W: MATERIAL z � `^• 1. SIGNAGE SHALL COMPLY WITH 4,000 PSI CONCRETE FOOTING m ( IVIL IJ E^T^N APPLICABLE FEDERAL,STATE,& \��I11\Y/1{ l`Jl(V' LOCAL CODES,REGULATIONS, _ POLICIES. z 12"MIN 1 mi� 1. SE E 2.ACCESSIBLE SIGNS SHALL 0o _ UROUP,LLC . SEE PLAN FOR ARROW MOUNTED A MINIMUM OF 5'TO A N III �- LOCATIONS- 1 0, MAXIMUM OF 8 FEET TO TOP OF 1 2.ARROWS TO BE PAINTED WHITE SIGN IN ORDER TO COMPLY WITH 10"LONG#4 REBAR NOTE: UNLESS OTHERWISE NOTED. APPLICABLE ADA AND AGE (TYR OF 4 PER BOLLARD) REQUIREMENTS. IN PAVEMENT OR CONCRETE IN LANDSCAPED AREAS 4 HIGH STREET,SUITE 1$$ ALL PAVEMENT STRIPING AND MARKINGS SHALL CONSIST OF CHLORINATED RUBBER 3.BOLLARD SHALL BE INSTALLED 24 DIA CONCRETE FOOTING NORTH ANDOVER,MA 01$45 PAINT APPLIED TO A DRY SURFACE WHEN THE TEMPERATURE IS GREATER THAN WITHIN PAVEMENT LIMITS TANGENTIAL API, NOTES: POT PAINT SHALL BE APPLIED AT A MINIMUM OF 0.015"(15 MIL)FILM THICKNESS. TO EDGE OF CONCRETE SIDEWALK, www.cdgengineering.com UNLESS OTHERWISE SPECIFIED. 1. THIS DETAIL APPLIES TO RESIDENTIAL BUILDING BOLLARDS EXCEPT FOR BOLLARDS 97g-794-5400 f:978-965-347I ASSOCIATED WITH THE RECYCLING AREA,WHICH ARE SHOWN WITH THE RECYCLING I) AREA DETAILS. TYPICAL PAINTED STOP BAR TYPICAL PAINTED ARROW DETAIL ACCESSIBLE PARKING SIGNAGE DETAIL TYPICAL BOLLARD DETAIL PREPARED FOR: NOT TO SCALE. NOT TO SCAT I' NOT TO SCALE N()T TO SC:\LE. NOTES: 1. TYPICAL HEIGHT(IT)SHALL BE 7'-0", WHEEL STOP EAST MILL HOUSING LLC 1 EXCEPT FOR ACCESSIBLE PARKING 17 IVALOO STREET SIGNAGE,WHICH SHALL HAVE A HEIGHT SIDEWALK PARKING BUILDING FACE AS SPECIFIED IN THE APPLICABLE AREA SOMERVILLE,MA 02143 DETAIL_ ATTACH SIGN WITH 2 DRIVE 2_ METAL POSTS SHALL BE QUICK PUNCH RIVETS(SEE NOTE) POST. PROJECT ZERO PRESCOTT PEASTONE 3. FOR IN-SIDEWALK 1NsrALLArlolvs,GORE i 4"DIA.HOLE-ANCHOR LENGTH MAY BE / SIGN POST DECREASED TO 12 w SQUARE 2"x 2",14 GAGE. 4. POST SHALL BE GALVANIZED ROLLED ANCHOR RESIDENTIAL QUICK PUNCH CARBON SHEET STEEL,ASTM A570 NOTE' oGRADE 50 AND SHALL HAVE 7/16" DEVELOPMENT DIE-PUNCHED KNOCKOUTS ON 1" 1. WHEEL STOPS SHALL BE GRAINGER ITEM NO 2GTG3 a CENTERS FULL LENGTH,FOUR SIDES. ANCHOR TO PAVEMENT PER "PARKING CURB"OR PRESCOTT STREET&HIGH STREET 18"MIN. '"MAX 5. ANCHOR SHALL HAVE 4 7/16'HOLES MANUFACTURERS SPECS. APPROVED EQUAL. REVEAL ABOVE 2.COLOR SHALL BE YELLOW. NORTH ANDOVER,MASSACHUSETTS FINISH GRADE ONE EACH SIDE 2"FROM TOP END. 1 CORNER BOLT FINISH SHALL BE ZINC HOT DIPPED 3.USE MANUFACTURER'S N o GALVANIZED MATERIAL TO MEET ASTM ANCHOR KIT. >� co o A500 GRADE B. 4.DISTANCE FROM FACE OF LAWN GROUND SURFACE SCALE: L}�l 6. DRIVE RIVETS TO BE TL3806 3/8"DIA WHEEL STOP TO THE -E? 7. CORNER BOLTS TO BE TLCB516M. _ ``a rn EDGE OF THE PARKING 0 �n � L 1\ FILTER FABRIC a/��T 8_ SIGNS SHALL BE MOUNTED 7'FROM STALL SHALL BE AS AS-NOTED C: T tq 1 ,A,. T,LY ANCHOR SQUARE BOTTOM OF SIGN TO GROUND SURFACE SHOWN. " �' "// / A5"X A5"OD, AND 6'FROM THE BOTTOM OF THE C' 5.WHEEL STOP SHALL BE I�I I� EDGING LOWER SIGN FOR MULTIPLE SIGNS ON CENTERED SIDE-TO-SIDE EEE �I GAUGE,24" I1—III�II�I�—III�II�II�II� - T A SINGLE POST,UNLESS OTHERWISE ON STALL. _ LENGTH SEE NOTE 5, SPECIFIED. SUBGRADE SHEET: III-III 2 CUBIC FT.CONCRETE ��r CONSTRUCTION DETAILS PEASTONE FOUNDATION STRIP DETAIL TYPICAL SIGN POST DETAIL TYPICAL HDPE WHEEL STOP DETAIL 9 NO'I 10 SC'ALE NOT TO SCALE NOT TO SC:\LE DATE: 10/21/2025 PER A11T,qET= 24"DIA MANHOLE FRAME A COVER IVO T FOR COAS TR T_CTIO Y 10"MINE01JPG,1,NI TO BE TYPE LEBARON FOUNDRY D RY CAT. Outlet 0 FCDG PROJECT# 25012 SINGLE C ATCH BASIN FRAME AND GRATE (IT NO) NO.LK124 A APPROVED EQUAL. TO BE TYPE LEBARON FOUNDRY CAT, COVER SHALL HAVE THE WORD A LF 248-2 DR APPROVED EQUAL ONOTE ON ALL GRADES OF 5%OR� "DRAIN" 2' 6 6 REVISIONS R,USE CASCADING A A TYPE GRATES) ADJUST LID GRADE WITH COURSES AT BRICK AND MORTAR(NOT TO LANDSCAPED AREAS PAVED AREAS REV DATE COMMENT OPTIONAL FLAT ADJUST TO GRADE EXCEED 8 COURSES OF BRICK) c InIlet F 1 02/11/26 REVISED E PER A CIVIL AND STDRMWATER PEER REVIEW COMMENTS 2' WITH COURSES ES OF TOP SECTION &A 5'MIN REINFORCED 7Outlet L WORD N COURSES T, K CLAY BRICK AND 2' 2 CONCRETE MANHOLE TO Inlet MORTAR OR PRECAST ECCENTRIC CONE SECTION(TYP.) 8, COVER SHALL BE FLUSH WITH GROUND SURFACEREMOVABLE PVC THREADED PLUG MINOR SITE PLAN MODIFICATIONS PER 7* -N MEET H-20 LOADING AND 2 03/05/26 4,000 PSI CONCRETE 0 8"MIN, pl- 8 TRAFFIC COMMENTS 18"-24" CONFORM TO ASTMC-478.P PROPOSED ALT.DRAINAGE CONNECTION, RINGS 12 MAX TO SLAB MAY BE 5H E ALUDWABLE WATERTIGHT JOINT-TONGUE AND GROOVE W1 SUBSTITUTED FOR ECCENTRIC UY-51-C-p- 3 03/30/26 ADDED HS4,UPDATED LIGHTING ADJUSTMENT. _r BITUMINOUS SEAL CONE SECTIONS ---------- 2 0A I SEE-N NOTES NOTES CAST IRON(DR TRAFFIC TYPE 4 D6/04/26 REVISED BUILDING FOOTPRINT 1.UTILIZE FLAT TOP SECTION 0-PING RUBBER CASKETat SEE NOTES 5 BOX,U.S.FOUNDRY MODEL - JOINT PER ASTM C443 OR a.'; 7621 OR APPROVED EQUAL MASTIC GASKET D AT WHERE NEEDED TO ACHIEVE BUTYL RUBBER FLEXIBLE S.SEE B�''� 5 JOINTS A A PROPOSED RIM TO INVERT S A J ELIMINATOR-, HTOLEIN ROPE(DINT SEALANT PER RIM AND COVER SET IN DIMENSION. ASTMC 990/AASHT0 M1988 Inlet tef CEMENT CONCRETE OUTLET 2.ELIMINATOR CATCH BASIN OIL 6 fly AND DEBRIS TRAP IS CRUSHED STONE 4 FLOW MANUFACTURED BY GROUND _j- _E_ MASTIC GASKET AT ALL _uses heaelast k1...f 104 f.,,d,.ul,,g,-1- 7 CLASS'AA'-__� JOINTS AND LIFTING HOLES WATER RESCUE,INC. BACKFILL pd�plh:=,P�,Addil I d�plhb� CONCRETE 4,000 PSI GRANULAR 617-773-1128, 2"- 4"MIN.RISER PIPE PRECAST CONCRETE COVER SLAB TO MEET OR c m.1fo b TO CONFORMTO oN II 14�ydrowo—rks Zr5"MIN.REINFORCED EXCEED H-20 LOADING. CONCRETE 4.REFER TO PLAN SYMBOLS ASTM C478 pre[ 1-11 Initt,d b1t 12",It be addedmsump depth 9 FOR DOUBLE GRATE o 12"OF 12" 11 h 45'WYE STRUCTURES. <16 DRAIN OR SEWER PIPE 12"MIN, COMPACTED 5.STRUCTURE IF AS REQUIRED - --j 5'- 1� 10 3/4' TO ACCOMMODATE PROPOSED CAM < 12"OF COMPACTED 3/4" FEA COMPACTED A 5 CRUSHED STONE O PIPES(MIN.48"FOR SINGLE SUBGRADE7[n�� CRUSHED STONE d� FLOW GRATE AND 60'FOR DOUBLE ZONING BOARD OF APPEALS: 0 H 5,dpl-,, h.Id,,pt,,d COMPACTED"EAITHNON-WOVEN GRATE STRUCTURES). GEOTEXTILE 6.PIPE OPENINGSTO BE NOTES HydroStorm by Hydroworks,LLC aIo MIRAFI 140N OR PRECAST IN STRUCTURE. 1� STRUCTURE ID AS REQUIRED TO ACCOMMODATE PROPOSED PIPES(MIN.48") ""'t P' APPROVED EQUAL 7 FACE OF PIPE TO BE FLUSH 2 PIPE OPENINGS TO BE PRECAST IN STRUCTURE. www.h11=k1.1 OR NOT TO PROJECT MORE 3 FACE OF PIPE TO BE FLUSH OR NOT TO PROJECT MORE THAN 4"FROM FACE 888-290-7900 THAN 4"FROM FACE OF OF WALL ALONG CENTERLINE OF PIPE. WALL ALONG CENTERLINE OF PIPE. TYPICAL CATCH BASIN DETAIL TYPICAL DRAIN MANHOLE DETAIL TYPICAL HYDROWORKS HS5 DETAIL TYPICAL CLEANOUT DETAIL NO'I 10 SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALL 313�,01-OI4A AVE ORD,GA 3W18 SEAL PHN(770)932.2443 GRATE/COVER Nyl�last FAX(770)932-249 yhpu,, EA UL MA, PROPOSED PAVEMENT (1)INTEGRATED DUCTILE IRON TOP SOIL lu�l PHILIP X GRATE TO MATCH BASIN O.D. HENRY CIVIL 0 C, C, F, X, DOWNSPOUT Am No.48547 RA R 'A R I-8"-30"DOME GRATES SHALL BE DUCTILE 12'DRAIN E`,_ GO A, LP A,F` DO NOT ATTACH DOWNSPOUT TO RISER PIPE IRON PER ASTM A536 GRADE 70-50-05. 'S/ONAL O A -A, FILTER FABRIC 2-DRAINAGE CONNECTION STUB JOINT �,��Ag A'A 'n 6 (MARAFI 180 N OR (DOWNSPOUT SHALL MOVE FREELY) TIGHTNESS SHALL CONFORM TO R WATERTIGHT JOINT A I'A�,_R K EQUAL)6"MIN, INSTALL OPEN TEE AT GROUND SURFACE TO ASTM D3212 FOR CORRUGATED OVERLAP ON TOP, PROVIDE A MEANS OF OVERFLOW(SIZE& HOPE(ADS N-12/HANCOR DUAL WALL), (CORRUGATED HOPE SHOWN) X G R A R OW G AR PROVIDE E A MEANS F F X A P OV A LV� (CORRUGATED X/ A, X?\< -Y,A A IN 12HP,&PVCSEWER(4"-24"). -A A MATERIAL TO MATCH UNDERGROUND PIPING) 3/4-1]1/2" A B /�- 3 8"30"DOME GRATES HAVE NO LOAD RATING CRUSHEDSTONE A EXISTING GROUND C A, �'A 1A,V_A A 6"TH CA STONE PHILIP R.HENRY,P.E. ' 'A A TV IH PAD(24,x 24 SO S p SPLASH AD(24"x24") 0 'S A o AC�, P P A RISER PIPE(SIZE& MATERIAL TV MATCH PREPARED BY A 8"HOPE UNDERGROUND PIPING) A-_G- <"��o 0 A C, PERFORATIONS E, REFER TO GRADING&DRAINAGE 0—N UP -"Z�,P, UNDERGROUND PIPING(SEE PLAN FOR HEADER PIPE SIZE Z�, On"A Z�, IVIL IJESIGN _v_ GRADING A,DRAINAGE PLAN) oA 90'SWEEP OR TWO 45'ELBOWS AS, A'�' PERF PAC NOTES: UROUP,LLC Al 1�SUBDRAINS REQUIRED WHERE PARKING LOTS NOTE C,� 'A (6"MIN) G'A AND ROADWAYS ARE IN CUTS TIE INTO THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER DRAINAGE STRUCTURES, SUBDRAINS MAY EACH BUILDING SHALL HAVE A MINIMUM OF ONE GUTTER DOWNSPOUT OVERFLOW ON -i GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS 1,G!�,G' 0 C,A A BE OMITTED ON A CASE-BY-CASE RASA AT EACH INDEPENDENT PIPE NETWORK. THE OVERFLOW SHALL BE INSTALLED ON THE C, G'G,v 'G- A THE DISCRETION OF THE OWNER AND FIELD DOWNSPOUT LOCATED AT THE LOWEST GROUND ELEVATION ALONG THE BUILDING WITHIN THE BACKFILL MATERIAL SHALL BE CRUSHED CLASS 11,OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. 4 HIGH STREET,SUITE 155 ENGINEER. EACH PIPE NETWORK. STONE OR OTHER GRANULAR MATERIAL MEETING O BEDDING&BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE NORTH ANDOVER,MA 0 1845 PLACED&COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. _A 1 THE REQUIREMENTS OF CLASS 1,CLASS 11,OR NOTE:USE FOR STRUCTURES WITH 2 OR FEWER PIPES. www.cdgengineering.com G NOMINAL PIPE DIAM. +18"(24"MINIMUM) CLASS III MATERIAL AS DEFINED IN ASTM D2321. F p:978-794-5400 f.978-965-3971 BEDDING&BACKFILL FOR SURFACE DRAINAGE NYLOPLAST(NP) INLETS SHALL BE PLACED&COMPACTED TYPICAL ROADWAY SUBDRAIN DETAIL GUTTER DOWNSPOUT DETAIL UNIFORMLY IN ACCORDANCE WITH ASTM D2321. 12"INLINE YARD DRAIN WITH DOME GRATE PREPARED FOR: N01 10SC1,LE NOT TO SCALE NOT TO SCALE NOTES 1. SUBSURFACE INFILTRATION SYSTEM SHALL BE COMPRISED OF 8'X8'CONCRETE GALLEYS AS MANUFACTURED BY RETAIN-IT STORMWATER MANAGEMENT SYSTEMS OR APPROVED EQUAL. ALL GALLEYS SHALL HAVE OPEN BOTTOMS TO ALLOW INFILTRATION THROUGH THE UNDERLYING STONE,EXCEPT THAT INLET GALLEY(S)SHALL HAVE CONCRETE FLOORS OUTER PERIMETER WALLS OF SYSTEM SHALL BE SOLID WALL(NON-PERFORATED). 2.GALLEYS SHALL BE SET LEVEL 3�CONCRETE.5,000 PSI MINIMUM AFTER 28 DAYS. 4 AASHTO HS-20-44 5.IT 20 DESIGN AN LOADING FOR STANDARD FLOW-THROUGH OPENINGS SHALL BE PROVIDED BETWEEN ALL ABUTTINGUNITS. EAST MILL HOUSING LLC 17 IVALOO STREET SOMERVILLE,MA 02143 PROJECT ZERO PRESCOTT RESIDENTIAL DEVELOPMENT 7 SQUARE(INSIDE OF WALLS) PRESCOTT STREET&HIGH STREET 8'SQUARE(OUTSIDE OF WALLS) NORTH ANDOVER,MASSACHUSETTS 12'DIAMETER WASHED CRUSHED STONE FTYPF FOR STRUCTURAL SUPPORT,NOT SCALE: COUNTED AS INFILTRATION CAPACITY -Y < AS-NOTED V OIL 94.00 REMOVE EXISTING TOPSOIL,SUBSOIL AND ANY FILL MATERIAL BENEATH SYSTEM DOWN TO NATIVE GLACIAL SOIL AND FILL BACK UP TO BOTTOM OF CIA WITH CLEAN SAND, SHEET GRAVEL,OR CRUSHED STONE STANDARD OPEN-BOTTOM GALLEY CONSTRUCTION TYPICAL SECTION DETAILS SUBSURFACE INFILTRATION SYSTEM(SIS) to NOT TO SCALE DATE: 10/21/2025] PERAUT SET= A 0 T FOR COASTE L'CTION 45'WYE BRANCH MANHOLE WALL CDG PROJECT#: 25012 POWER SEAL INTERLOCKED TAKE UP CLAMPS_ (ACID SEE MANHOLE SEAL INSIDE OF GASKET.(ACID RESISTANT-STAINLESS REVISIONS. SEWER MAIN RESISTANT-STAINLESS STEEL STEEL TYPE 302) SEWER MAIN TYPE 304) (1 CLAMP ON 12'PIPE REV DATE COMMENT BOTTOM OF AND SMALLER) PAVEMENT SECTION _ FILL ALL ANNULAR SPACES WITH (2 CLAMPS ON 15"PIPE REVISED PER CIVIL AND STORMWATER BOTTOM OF OR GROUND NON-SHRINK GROUT. HYDRAULIC AND LARGER) 1 02/11/26 PEER REVIEW COMMENTS PAVEMENT SECTION SURFACE CEMENT APPROVED EQUAL WILL a. MINOR SITE PLAN MODIFICATIONS PER BE ACCEPTABLE FOR ALL VOIDS. 2 03/05/26 _ a TRAFFIC COMMENTS _,__ PRDPDSED ALT.DRAINAGE CONNECTION, LIMITS OF EXCAVATION_ PIPE 3 03/30/28 -� ADDED H54,UPDATED LIGHTING _-I LIMITS OF EXCAVATION o' UNDISTURBED I- 45'BEND WARNING TAPE UNDISTURBED I- > EARTH 4 06/04/26 REVISED BUILDING FOOTPRINT EARTH �I DROP PIPE DIAMETER SAME AS 0000 0000 95%SUBGRADE COMPACTED "II BACKFILL COMMON FILL TO PAVEMENT MAIN LINE(8"MIN.) GRAVEL INSTALLED IN 5"LIFTS z BACKFILL WITH COMMON FILL TO � _ SECTION.PARTICLE SIZE NOT TO 5 PAVEMENT SECTION.PARTICLE SIZE - PLACE SHEETING =1( EXCEED 6"IN DIAMETER.TO BE N �.` SECURE TO STRUCTURE WALL 6 PLACE SHEETING -1( NOT TO EXCEED 6"IN DIAMETER.TO WHERE REQUIRED_ - PLACED IN 6"MAX.LIFTS FOR A 18'MINIMUM TO _ WITH ANCHOR STRAPS WHERE REQUIRED BE PLACED IN 6"MAX.LIFTS FOR A DEPTH OF 12"(MIN. CENTER OF PIPE :(SIN.OF 2 STRAPS) 4 N Tr DEPTH OF 12"(MIN). - STAINLESS STEEL ANCHOR 7 DRAINAGE OR WATER P IPE - STRAPS 24"ON CENTER FLEXIBLE"SEAL BOOT" SEWER PIPE SIZE VAR RESILIENT CONNECTOR IN 8 SIZE VARIES Q o �! ACCORDANCE WITH ASTM SAND TO 12"ABOVE TOP OF PIPE. C923_ � 3/4"COMPACTED CRUSHED STONE 9 (CLASS I)TO 12"ABOVE TOP OF SEWER BRICK PIPE TO BE PLACED IN 8"MAX.LIFTS _ 'i # INVERT 10 �111/i i(`�' I I_ 8"OF SAND - °. I (I(�I1 NON-SHRINK 3/4'CRUSHED STONE BEDDING 90'BEND 12"MIN.DEPTH. PIPE O.D.+2' _ , GRO IT DR ULIC CEMENT ZONING BOARD OF APPEALS: PIPE O.D.T 2' MINIMUM 3'WIDTH - CONCRETE THRUST BLOCK MINIMUM 3'WIDTH INLET TO MATCH INVERT UNDISTURBED SOIL PRECAST CONCRETE MANHOLE SEWER MAIN BED MORTAR TYPICAL DRAIN&SEWER TRENCH DETAIL TYPICAL WATER TRENCH DETAIL SEWER DROP MANHOLE&MANHOLE SEAL DETAILS NO'I 10 SCALE NOT TO SCALE NOT TO SCALE PUMPER CONNECTION 24"DIA MANHOLE FRAME COVER TO SEAL. FACES ROAD BE TYPE LEBARON FOUNDRY CAT.N0. LK124 OR APPROVED EQUAL.COVER SHALL HAVE THE WORD"SEWER" P�(N OF MgSJ9 FINISHED GRADE 8" 8" FINISHED GRADE �� C'y OO 33"+/— 4'ROOF VENTS o PHIDP R. HENRY FINISHED STREET GROUT CIVIL GRADE A INLET PIPE FROM o PRECAST REINFORCED CONCRETE No.48547 FLOOR DRAINS X Cl TEE HARD RED BRICK COURSES AS o MANHOLE CONE(SEE NOTE PFO(STEftFS� \ P RE GS 1/8 CI OUTLET TO NEEDED(MIN.OF 2 AND MAX, a REGARDING FLAT TOP SECTION) /0'VAL ' INLET D A B UL LONG BEND OF 5 COURSES)TO BRING -�a N SANITARY SEWER COAT MANHOLE EXTERIOR WITH CAST IRON VALVE BGX NOTES: MANHOLE RIM TO REQUIRED a _ AND COVER 1. HYDRANTS AND s ELEVATION TWO COATS OF BITUMASTIC _ r COATING MASONRY RING CONNECTIONS SHALL CONFORM TO MUNICIPAL e EXTRA HEAVY C.I.PIPE PRECAST REINFORCED CONCRETE RUBBER FLEXIBLE JOINT SEALANT ` 6"DI PIPE - - - MANHOLE BARREL REQUIRED AT ALL SECTION SPECIFICATIONS, 45 DEGREE ANGLE) 5n CONTRACTOR SHALL JOINTS 2 TIE RODS s as Q �'JN 4'-0"DIA.(1 EA.SIDE)TO CONFIRM PRIOR TOP-Ol OTES, PHILIP R.HENRY P.E. 6"GATE VALVE ORDERING HYDRANTS. .A A TRAPS SHALL COMPLY wlm Sao cM.R_10 016 AND BE SAME DIA. AS M.J.BOLTS D MIN srATF PwMPINc coDE_THE INsrALLAnoN of rHF MINIMUM 4,000 PSI CONCRETE sLoaE PRECAST REINFORCED CONCRETE PROPOSED GAS/OIL SEPARATORS SHALL NOT BE r/T MONOLITHIC CONCRETE MANHOLE THRUST BLOCK a BACKFILLED UNTIL INSPECTED AND APPROVED BY THE WET MIX F LOCAL PLUMPING INSPECTOR_ BASE AND SLAB PREPARED BY'. ,°Z a 2.GAR TRAPS SHALL BE LOCATED OUTSIDE THE BUILDINGS. REP {�. 3.COVERS SHALL HAVE A CENTER HOLE_ 4.OPENING SHALL BE NOT LESS THAN 24"DIA BRICK INVERT IF CONCRETE THRUST 4» PC STEPS 5.PC CEMENT MORTAR u5E6 SHALL CONSIST of t T AR MIN.S COMPACTED BOCK S USED,DO PART CEMENT 2 PARTS SAND_CEMENT BRICK HOLLOW 1 CRUSHED STONE NOT BLOCK DRAIN CONCRETE OR CINDER FLOCK MASONRY MUST NOT BE UNDISTURBED EARTH (\�1T�]� 7 . - u5E6. ` I Y 1L DESIGN THE LATCH BASIN SHALL BE so LocAE6 AND NOTES coNSTRUCTFD THAT SURFACE WATER SHALL BE FxcwDED. 1. TYPICAL SANITARY MANHOLE TO BE 4 FEET IN DIAMETER. o NLE PIPE A BE AT LEAST FOUR INCHES ABOVE NORMA WATER LINE Z 5'-0"DIAMETER FOR ALL MANHOLE DEPTHS GREATER THAN 12 FEET(6"MIN.WALL THICKNESS AND 7' a.WHERE SUBJECT TO FROST OR CRUSHING CONDITIONS, MIN.BASE THICKNESS FOR 5'-0"DIAMETER MANHOLES). �RO T 7I 71.�� lJ 1 LLC WATER MAIN o 0 0 0 o CONCRETE OUTLET SHALL BE AT LEAST THREE FEET BELOW THE 3- UTILIZE FLAT TOP SECTION IF NEEDED FOR SHALLOW INSTALLATION_ THRUST BLOCK SURFACE. 9.THE NEW CATCH BASIN MUST BE FILLED WITH CLEAN 4. INNER EDGE OF BRICK TABLE TO BE AT ELEVATION OF CROWN OF TOP OF PIPE. ANCHORING TEE WATER BEFORE VSING,AND AFTER BEING EMPTIED FOR $. DESIGN LOAD-H520. PERIODIC CLEANING. RESTRAINED JOINTS 10_ALUMINUM OR PLASTIC COATED WROUGHT IRON STEPS 6. ALL INVERTS SHALL BE 4,000 PSI CEMENT CONCRETE IN VOID AREAS AND RED SEWER BRICK SHALL BE SPACED ABOUT 18"APART_ CONSTRUCTION. 4 HIGH STREET,SUITE 155 PROVIDE 12"SQUARE BY 4-INCH PROVIDE 1fi CUBIC 11.GO uc ENTBLE coALR BE EXTENDS INDEPENDENTLY PER 7_ ALL INVERTS SHALL BE BUILT IN PLACE AFTER ALL PIPES HAVE BEEN INSTALLED- NORTH ANDOVER,MA 01845 THICK CONCRETE BASE UNDER YARD OF CRUSHED B. FILL ALL LIFTING HOLES WITH NON-SHRINK GROUT AFTER INSTALLATION. www.cdgengineering.com HYDRANT STONE-TO 6'ABOVE HYDRANT DRAIN p:978-794-5400 f:978-965-3971 FIRE HYDRANT DETAIL GAS TRAP DETAIL TYPICAL SEWER MANHOLE DETAIL PREPARED FOR: NOT TO SCALE. NUT TO SCALE NOT TO SCALE EXCAVATED TRENCH SEE TRENCH DETAIL IMPERVIOUS CLAY DAM EAST MILL HOUSING LLC 17 IVALOO STREET EST_HIGH GW ]"MIN. SOMERVILLE,MA 02143 PROPOSED UTILITY MAIN 4"MIN) 2"MIN J PROJECT:ZERO PRESCOTT KEY-IN� 1\ /I RESIDENTIAL 2"MIN-KEY-IN 12"MIN, DEVELOPMENT IMPERVIOUS CLAY DAM UNDISTURBED PRESCOTT STREET&HIGH STREET MATERIAL NORTH ANDOVER,MASSACHUSETTS UNDISTURBED MATERIAL i SECT I ON SCALE: PROPOSED UTILITY MAIN AS-NOTED PLAN (SEWER OR WATER) SHEET: NOTES: 1.CLAY DAMS ARE REQUIRED WHERE DRAINAGE CONSTRUCTION AND UTILITIES ARE ANTICIPATED TO BE WITH T IN THE WATER TABLE. CLAY DAMS MAY DETAILS MAY BE OMITTED ON A CASE-BY-CASE BASIS AT THE DISCRETION OF THE OWNER AND FIELD ENGINEER PIPE TRENCH CLAY DAM DETAIL 11 NOT TO SCALE DATE: 10/21/2025 PERA11T>SET= A 0 T FOR COO STR L'CTION 24"DIA.MANHOLE FRAME&COVER TO BE TYPE LEBARON FOUNDRY CAT.NO. CDG PROJECT : 25012 LK 124 OR APPROVED EQUAL.COVER SHALL HAVE THE WORD"SEWER" 8" 8" FINISHED GRADE FINISHED GRADE NOTES REVISIONS. -- � 1.EXTENSION TYPE VALVE BOX TO BE MUELLER MODEL GROUT _ NO.H-10336 OR APPROVED EQUAL. REV DATE COMMENT PRECAST REINFORCED CONCRETE z 2.VALVE BOX TO CONFORM TO THE LOCAL MUNICIPALITY REVISED PER CIVIL AND STORMWATER HARD RED BRICK COURSES AS MANHOLE CONE(SEE NOTE W 10'-0"MIN. OR UTILITY COMPANY SPECIFICATIONS. 1 02/11/26 o PEER REVIEW COMMENTS NEEDED(MIN.OF 2 AND MAX. o REGARDING FLAT TOP SECTION) CURBING(WHERE APPLICABLE) 3.VALVE BOX TO S LOCATED 18"OFF OF BACK OF OF 5 COURSES)TO BRING MINOR SITE PLAN MODIFICATIONS PER CURB(TYP.)DUN SS OTHERWISE SHowN. 2 03 OS 26 COAT MANHOLE EXTERIOR WITH PROPOSED TRAFFIC COMMENTS CONNECTION, MANHOLE RIM TO REQUIRED cn TWO COATS OF BITUMASTIC - LID MARKED"WATER" ELEVATION Q COATING `j z 3 03/30/26 � MECHANICAL ADDED H54,UPDATED LIGHTING PRECAST REINFORCED CONCRETE RUBBER FLEXIBLE JOINT SEALANT JOINT PIPE STREET MANHOLE BARREL 5„ REQUIRED AT ALL SECTION WATER MAIN JOINTS 4 06/04/26 REVISED BUILDING FOOTPRINT 4'-0"DIA WATER MAIN OVER SEWER UNDER SEWER MINIMUM 4,000 PSI CONCRETE �SLOPE PRECAST REINFORCED SEWER PIPE STANDARD CURB BOX 6 WET MIX i� MONOLITHIC CONCRETE MANHOLE BASE AND SLAB MECHANICAL 10'-0"MIN. 5'-0"MIN. JOINT PIPE (TYR.) 7 T 12"MIN,OF COMPACTED BRICK INVERT 3„ JOINT JOINT TAPPING 8 � 1 CRUSHED STONE NOTES: UNDISTURBED EARTH 1.SEWERS SHALL BE KEPT REMOTE FROM WATER SUPPLY PIPING AND STRUCTURES. WHEREVER FEASIBLE, GATE VALVE 8 NOTES: SEWERS SHOULD BE LAID AT A MINIMUM HORIZONTAL DISTANCE OF 10 FEET FROM WATER MAINS. IF 9 1, TYPICAL SANITARY MANHOLE TO BE 4 FEET IN DIAMETER. LOCAL CONDITIONS PREVENT THIS,THE WATER MAIN SHOULD BE LAID IN A SEPARATE TRENCH,AND THE � 2. 5'-0"DIAMETER FOR ALL MANHOLE DEPTHS GREATER THAN 12 FEET(6"MIN.WALL THICKNESS AND 7" ELEVATIONS OF THE CROWN OF THE SEWER PLACED AT LEAST 18 INCHES BELOW THE INVERT OF THE MIN.BASE THICKNESS FOR 5'-0"DIAMETER MANHOLES). WATER MAIN. 10 3, UTILIZE FLAT TOP SECTION IF NEEDED FOR SHALLOW INSTALLATION. 2.WHENEVER SEWERS MUST CROSS UNDER WATER MAINS,THE CROWN OF THE SEWER SHOULD BE PLACED A 4"-12"DUCTILE IRON PIPE 4_ INNER EDGE OF BRICK TABLE TO BE AT ELEVATION OF CROWN OF TOP OF PIPE. MINIMUM OF 18 INCHES BELOW THE INVERT OF THE WATER MAIN. IN ADDITION,THE WATER MAIN MUST 5. DESIGN LOAD—HS20. BE CONSTRUCTED WITH ONE FULL LENGTH OF PIPE CENTERED ABOVE THE CROSSING. THE WATER PIPE (SEE PLANS FOR SIZE) ZONING BOARD OF APPEALS: 6. ALL INVERTS SHALL BE 4,000 PSI CEMENT CONCRETE IN VOID AREAS AND RED SEWER BRICK SHALL HAVE MECHANICAL JOINTS FOR A MINIMUM DISTANCE OF 10 FEET ON EACH SIDE OF THE CROSSING. CONCRETE THRUST BLOCK CONSTRUCTION. 3_WHEN IT IS IMPOSSIBLE TO OBTAIN HORIZONTAL OR VERTICAL SEPARATION AS STIPULATED ABOVE,BOTH 7. ALL INVERTS SHALL BE BUILT IN PLACE AFTER ALL PIPES HAVE BEEN INSTALLED. THE WATER AND THE SEWER PIPING SHALL BE CONSTRUCTED SUCH THAT THE PIPE JOINTS ARE PLACED 8. FILL ALL LIFTING HOLES WITH NON—SHRINK GROUT AFTER INSTALLATION. AS FAR AWAY FROM THE CROSSING AS POSSIBLE AND THE PIPE CROSSING SHALL BE ENCASED IN TAPPING SLEEVE ASSEMBLY EXISTING WATER MAIN CONCRETE FOR A DISTANCE OF 10 FEET ON ALL SIDES OF THE CROSSING. TYPICAL SEWER MANHOLE DETAIL WATER/SEWER CROSSING DETAIL TAPPING SLEEVE CONNECTION DETAIL NOT TO SCALE NOT TO SCALE NOT TO SCALE SEAL. CN uF MOSS9cy o PHILIP Q N CONCRETE FILLED HENRY y BOLLARD FLA. CIVIL cn ADJUSTABLE �o.48547 UNDISTURBED EARTH , 0 2 VALVE BOX FINISHED GRADE ___� * AAAft'YW� \ 2"MIN. \`/ -UNDISTURBED EARTH A • TRANSFORMER UNDISTURBED EARTH IT /�. \\ \�' 2"MIN.'r PAD NOTES: 1. FINAL TRANSFORMER PAD SIZE TO BE AS DETERMINED BY THE UTILITY Y GATE VALVES SHALL CONFORM COMPANY. TO AWWA STANDARD C-509IIIIIId 28"(MIN) 30"(MIN) 2. TRANSFORMER PAD SHALL BE MIN.45° CONSTRUCTED IN ACCORDANCE WITH THE REQUIREMENTS OF THE PHILIP R.HENRY,P.E. UTILITY COMPANY. MIN.45° ° 3. UTILITY COMPANY MAY REQUIRE AN OIL CONTAINMENT AROUND THE TRANSFORMER D TO BE GATE VALVE POURED CONCRETE BLOCKS I'I CONSTRUCTED INAACCORDANCE PREPARED BY'. WITH THEIR REQUIREMENTS_ WATER MAIN ��, 4. BOLLARDS SHALL BE 6"SCHEDULE .45' . / �\\ 40 GALVANIZED STEEL 5'EXPOSED (\{ ' IVIL MIN HE UNLESS OTHERWISE D NOTES 2"MIN ESI�N 1. THRUST BLOCKS SHALL BE USED AT ALL WATER MAIN r °V REQUIRED BY THE UTILITY t/ BENDS AND TEES. \�- COMPANY(REFER TO BOLLARD Z. SPECIFIC THRUST BLOCK DESIGN SHALL CONFORM TO z DETAIL FOR ADDITIONAL /^` AWWA GUIDELINES. C� IT ON BOLLARD . IROT TT,T`T 3. PLACE 4 mil.POLYETHYLENE BETWEEN CONCRETE AND I CONSTRUCTION)_ V U P LL FITTING(CONCRETE SHALL NOT INTERFERE WITH JOINT). I-2"MIN. 4. MINIMUM CONCRETE THICKNESS SHALL BE 12 INCHES. �. 5. THRUST BLOCK ORIENTATION SHALL BE SUCH THAT THE • — - i i 4 HIGH STREET,SUITE 155 CENTER OF THE FITTING CORRESPONDS WITH THE CENTER OF THE THRUST BLOCK. NORTH ANDOVER,MA 01845 6- THE MINIMUM ALLOWABLE ANGLE(EITHER VERTICAL OR www.cdgengineering.com HORIZONTAL)SHALL BE 45 DEGREES p:978-794-5400 E 978-965-3971 TYPICAL GATE VALVE DETAIL TYPICAL THRUST BLOCK DETAIL TYPICAL TRANSFORMER PAD DETAIL PREPARED FOR: NO'l 1'0 SCALE NOT TO SCALE NO 10 SCALE EAST MILL HOUSING LLC 17 IVALOO STREET SOMERVILLE,MA 02143 PROJECT ZERO PRESCOTT RESIDENTIAL DEVELOPMENT PRESCOTT STREET&HIGH STREET NORTH ANDOVER,MASSACHUSETTS SCALE: AS-NOTED SHEET: CONSTRUCTION DETAILS 12 DATE: 10/21/2025 ...... 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ALTA/NSPS TITLE INSURANCE SURVEY ALL RIGHTS RESERVED EAST MILL JANUARY 14,2024 NG PART OF THIS DOCUMENT MAY BE REPRODUCED,STORED IN Graphic Scale 27 JEFFERSON STREET LOT 1,LOT 3& 1 HIGH STREET,0 PRESCOTT STREET&0 WATER STREET A RETRIEVAL SYSTEM,OR TRANSMITTED IN ANY FORM OR BY 1 inch=30 feet /�T' 1� j� ANY MEANS, ELECTRONIC, MECHANICAL, PHOTOCOPYING, TAUNTON,MA SUBDIVISION ROAD RECORDING OR OTHERWISE WITHOUT THE PRIOR WRITTEN D 30 60 90 PREPARED FOR: L SHEET NO: PERMISSION OF GM2 ASSOCIATES,INC.ANY MODIFlCATIONS TO THIS DOCUMENT WITHOUT THE WRITTEN PERMISSION BY Q DRWN BY: JFS GM2 ASSOCIATES,INC.SHALL RENDER THEM INVALID AND 02780 (ESSEX COUNTY-NORTH) CHK'D BY: RWR UNUSABLE. _`E 5OH.824.6CO9 I AL RCG'T, APRVD BY: RWR o 1/14/24 ENDORSED NORTH ANDOVER,MASSACHUSETTS 17 V OO S STE 100 "_ SOMERVILLE,MA 02143 REV# DATE I DESCRIPTION o N / / - Posr (SHEET 1) -- - �000 - (SHEET 2) - - N/F I I / / O SYSTEM STEPHEN BMcCATHY. I COOK BK.2473R PG.255 I I / , MA STATE P`PN Z g3 14B WATER ST. �°''° NOD I I I I, I / Ar10 ZONE 0 }of o N \ OUTFALL I, U ,1/-POST1 O Z APPROXIMATE LOCATION �@ i I WALKING TRAIL EASEMENT OVERHEAD WIRE,GUY POLE, CONTROL D �2 AND GUY WIRE I ---68' LOCATION / m (POSSIBLE ENCROACHMENT) HIGH FEMA ZONE X I / - MAINTENENCE AND ACCESS EASEMENT 68, � I I GUY POLE GUY WIRE I N/F TERRANOVA REALTY a'HIGH I I I LOi e�+� TRUST S17'35'37"W WIRE FENCE I I FEMA ZONE AE P O BK.7200 PG.3 2I.29' 154 WATER ST. 1 1 oa ABUTTER'S WIRE LOT 1 APPROX. �' 1 v FENCE AND USE OF AREA ` 40 N/F POSSIBLE LOCATION `\ V (PLAN 18129) NORTH ANDOVER II ( SHED ENCROACHMENT)O \ \ �\ / AVALON,LLC _ \ \ / BK 17279 PG 248 65 HIGH STREET d \ \ I (LOT 2) I P ' ,Mti p R&S TORRISI WATER WIRE HIGH FENCE\\\\\ \\\ MILL POND � I �" o STREET TRUST BK,16430 PG 125 160 WATER ST. O o f \\ \\ \ P PEMETAL ABUTTER'S WIRE FENCE,De Ilk CHAIN LINK FENCE \ 1 APPROXIMATE61 AND USE OF AREA \ FLOOD ZONE (POSSIBLE© \\\ \\y/1 LINE I N' °i . 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Z ENCROACHMENT) 5 CLARENDON ST. 1 CLARENDON ST. © ' N's C1�1�1]I�� o I ��II Il 83.00' wl m I OWNERS �� 519'57'04'w z I 0 I UNKNOWN J / I CERTIFY THAT THIS SURVEY AND PLAN WERE PREPARED IN ACCORDANCE 4'HIGH CHAIN o a 5 / WITH THE PROCEDURAL AND TECHNICAL STANDARDS FOR THE PRACTICE OF N/F LINK FENCE o z J LAND SURVEYING IN THE COMMONWEALTH OF MASSACHUSETTS,TITLE 250 WALTER E.FUCCA 0 lI,„ u I FAMILY REALTY TRUST ?/ u to Ibby CMR 6.00. p BK.15230 PG.5 CO 0- v 2 EAST WATER ST. POOL �/w �I1,rn O DECK l;m H rs Zrc=n+.S e4.e4 z D �CAtiE F. 75't FROM —` / SA v56591 HISTORIC J ; NV N CENTERLINE OF BROOK ° S38o 31'03"W 28.60' 173't ALONG - P a �ryyg 4 N/F AL 5191 50,S8"W / / HISTORIC PR FESSIONAL LAND SURVEYOR DATE GUY P.81 PG-155 45.00' / I V / CENTERLINE OF BK.7881 PG.155 BROOK 6 EAST WATER ST. / / 4137700_TI_2D23.DWG i REVISIONS: COPYRIGHT© PREPARED BY: PROJECT: TITLE: DATE: GM2 ASSOCIATES,INC. ALTA/NSPS TITLE INSURANCE SURVEY ALL RIGHTS RESERVED EAST MILL JANUARY 14,2024 NG PART OF THIS DOCUMENT MAY BE REPRODUCED,STORED IN Graphic Scale 27 JEFFERSON STREET LOT 1,LOT 3& 1 HIGH STREET,0 PRESCOTT STREET&0 WATER STREET A RETRIEVAL SYSTEM,OR TRANSMITTED IN ANY FORM OR BY 1 inch=30 feet ANY MEANS, ELECTRONIC, MECHANICAL, PHOTOCOPYING, ,TAUNTON MA SUBDIVISION ROAD RECORDING OR OTHERWISE WITHOUT THE PRIOR WRITTEN D 30 60 90 PREPARED FOR: SHEET NO: PERMISSION N WIT ASSOCIATES,INC.ANY I MODIFICATIONS TO T THIS DOCUMENT WITHOUT THE WRITTEN PERMISSION BY Q L• DRWN BY: JFS GM2 ASSOCIATES,INC.SHALL RENDER THEM INVALID AND O27SO (ESSEX COUNTY-NORTH) �7 I AL � 2 CHK'D BY: RWR UNUSABLE. -. c 17 V OO ST STE 100 APRVD BY: RWR 0 1/14/24 ENDORSED 5 50882�6�09 NORTH ANDOVER,MASSACHUSETTS SOMERVILLE MA 02143 REV# DATE DESCRIPTION I I I I I I I I I HIGH STREET I I APPROX. LOCATION 66 (PUBLIC—5W WDE) ELECTRIC p I I GRASS EASEMENT o == i OD GRANITE CURB BL BL X° BIT. GRANITE CURB KO 0 ° GG EBX © 2HR P°,4R �� 2HR PARK EBX BL BL CONC.SIDEWALK NO PARK�- N 12° 42"E 90 81' ONC. fl - SYSTEM D N 12'19'43"E 751.19' 151.2' Ur77777 40.7' MB I GG 8G M. BULKHEAD 8.1' ® cc l j sGc NE COORO ' DIRT I RECORD LOCATION 0 O G.M. MB BIT. APPROX. L 37 96 e BUILDING Q TUNNEL BETWEEN BULOINO 14W N HEIGHT=15'BUILDI R-20 00' NAO ROOF I FILLEDN NS,POSSIBLY O e N g O GRASS L 59.67 P1N�A a BULaN0 22 'BIT. R 40.00 M�:, II o e o 1 STORY O o� 0 5.1 �ti o Y BIT. ^ o oo ELECTRIC AC .4'(FOOTBPRINT AREA O tiM �� ® I y METERS AC =4,310t S.F.)no i� _ SB�D OD y N V,ORTI 0 �O D),� ' - ti p -' 50, Blr. a o 39.0' W ® N I 2 STORY 4 irACif MULTILEVEL WOOD I I BRICK z Oi BB BIT. FOOTPRINT ARE N BRICK =14,730t S.F.) Q' - GRASS / (FOOTPRINT AREA I 1 r =36,150f S.F.) J ° Z �^�I D \ � ® °0 PARKING EASEMENT, INCLUDES PARKING s u� m IN o \ ti c�� ,• STRUCTURE of -�i 0+ \ _ � '>'° - AND ACCESS FROM HIGH N' 1' WOOD I "I+ _ _ �& 'OtiDO/ STREET m O. ® CORRAL FENCE v BULOMO ME r - ..�� _ J �- BK.11290 PG.340 37 .O II N �a 3 �N ® CONCRETE - , WALLS + BIT. �-G` c N O�m ^O ,, 33.3'. r, r aSP m° 5 (PLAtO 18129) ��O ��, ggl'AR 3 .' Q BUMp &t 9 O STEPS I I— I I �' 46 APPROX. (N0 z e1 �P Roq�iMq T GRASS E BUILDING0 e(O Q r I �H EIGHT=30' �O N,j OFAT/l P B/T ' a 22.4' ® Bf 4 68 APPROX. orc BUA.DM012 a " -f BUILDING BERM D BAT. S H PLANTER Ll �' �ti N�. HEIGHT=.2' WACO ° BL 61; BIT. ° I L BL BL APPROX. m EL L BUILDING I ° 19 HEIGHT=24' / \` 43.9' a r I I BUILOINO 9 v m SIGN nP 91MG 12A PARKIN $�T 782 9 Z I I ° G �w 3 Ja HANDICAPPED 0 PARKING c, I I ° . SPACE SIGN 6>lACEd BL ® J I ° 1 EBIL ®^-O ® _ U ENTRANECE L L.. 2� OD BL 50.1', D t �� Q (BLOCKED OFF} rr� �wS.' T tr✓ J _ RAMP =c� �.•"- �m N ° AS�c�` CONCRETE INLET _ \ STRUCTURE WITH COVERED o 3� a SLUICE GATES STEPS TO z _ r� 000°O y SECOND FLOOR O LOT 3 °o° WOOD a \�jaeoo° GUARDRAIL & BUILDING 9A 4�. _ - (PLAN 18129) BIT. HH APPROX. D SpFf� 000 GRASS BUILDING �O '� _'= eUMp f BIT. HEIGHT=33'Vxk FEMA ZONE X 40.6', N36°18'33"E15.5 GRAVEL , \ 11 D�Gcc o _300°� �3 o a ti DS i GRASS L=� • ,_ }�^4 / , GRASS \-'o GRASS 02 Z APPROXIMATE LOCATION m UTILITY EASEMENT EDGE OF y OVER LOT 2 d GRq `g ��. 700 y� MOwED LAwN BIT. \ 681 - o N36o n rn\ p� \ °SIGN O' \ 30, @= ry °SIGN _' ,qp 62, F =" OXIMATE s0-`-pROkl )D ZONE \ 03 p ® uTIMgTF ' LINE \\ 15 0 IS TY <O " / ABUTTER'S USE OF 00, OegSCq GRASS AREA O CERTIFY THAT THIS SURVEY AND PLAN WERE PREPARED IN ACCORDANCE \ 45„ �' e�Fj�T } J / GRILL (POSSIBLE ENCROACHMENT) WITH THE PROCEDURAL AND TECHNICAL STANDARDS FOR THE PRACTICE OF \ O w _ a� N F LAND SURVEYING IN THE COMMONWEALTH OF MASSACHUSETTS,TITLE 250 \ o �h BIT. \ LEVEL \ WOOD AND EW M.SARNIE f / R CMR 6.00. \ \ O Z PARKING 1, GARAGE BK.13618 PG.25 3• * STRUCTURE 39 PRESCOTT ST. o N/F a 594 TOTAL 2��<"GFu Ss�c \ No 0 1 NORTH ANDOVER II ARKING SPAC 1 l° ,f,u, O AVALON,LLC = OTPRINT REA f a .. - _ FO87.986f S. S u� G BK 17279 PG 248 \ O s, \ GRASS 'O p fi'HIGH I e svvAGao � \ �- S,s, WOOD FENCE ; a,sses� 65 HIGH STREET �* °� i (LOT 2) �FG S eRED 6 8° m WOOD I9ff APPROXIMATE LOCATION �� _ .. 1 SHED Cn / 50` UTILITY EASEMENT STONE BOUND PROFESSIONAL LAND SURVEYOR DATE / BK.15527 PG.212 a O + (SHEETS 3+4) \ ,' - O• ,=5 ''- _ _. - -- (SHEET 5) \ -�i37700�12.wu REVISIONS: COPYRIGHT© PREPARED BY: PROJECT: TITLE: DATE: GM2 ASSOCIATES,INC. ALTA/NSPS TITLE INSURANCE SURVEY ALL RIGHTSRESERVED EAST MILL JANUARY 14,2024 NG PART OF THIS DOCUMENT MAY BE REPRODUCED,STORED IN Graphic Scale 27 JEFFERSON STREET LOT 1,LOT 3& 1 HIGH STREET,0 PRESCOTT STREET&0 WATER STREET A RETRIEVAL SYSTEM,OR TRANSMITTED IN ANY FORM OR BY 1 inch=30 feet /�T' 1� j� ANY MEANS, ELECTRONIC, MECHANICAL, PHOTOCOPYING, TAUNTON,MA SUBDIVISION ROAD RECORDING OR OTHERWISE WITHOUT THE PRIOR WRITTEN 0 30 60 90 PREPARED FOR: L SHEET NO: PERMISSION OF GM2 ASSOCIATES,INC.ANY MODIFlCATIONS TO THIS DOCUMENT WITHOUT THE WRITTEN PERMISSION BY Q DRWN BY: JFS GM2 ASSOCIATES,INC.SHALL RENDER 1HEM INVALID AND 02780 (ESSEX COUNTY-NORTH) CHK'D BY: RWR UNUSABLE. _` SOH.H24.6609 I AL RCG'T, APRVD BY: RWR 0 1/14/24 ENDORSED . NORTH ANDOVER,MASSACHUSETTS 17 V 00 S STE 100 _� __ SOMERVILLE,MA 02143 REV# DATE DESCRIPTION I I I I I I I I I I I I e0o I II HIGH STREET �� TREE APPROX. -�� LOCATION 64 CONSTRUCTION (PUBILJC-5W%M0 i (PUBLIC-50'WIDE) EASEMENT O GRASS O GRASS OD GRANITE CURB BL BL BIT, GRANITE CURB I D BL BL GRANITE CURB 2HR P�Rq GG ow 2HR PARK EBX BL BL CONC.SIDEWALK NO PARK XWLK N 1Z� 42'E 90 81 1 BIT. \ O ONC \. 2HR P�RI� GG � 2HR PARK EBX BL BLO CONC.SIDEWALK NO PARK� N 1Z� '4Z"E r 90.81' ONC. GRANITE CURB xw°LK FRE U '40.7' MB I GG Bc M. BULKHEAU 8.1'1 O ® ` cc .. .� 2 ,,, SO 2 U '40.7' MBI GG Bc MBULKHEAU 8 1 _ p ® G� SccMB TI .C < M B TCATION 0 APPROX. OO L=3796 n gd; �1 APPROX. O* ' L=37.96' �c.M. ® alr. G.M.BUILDING O R=20 00 .s,,. RECORD LOCATION 0 BIr.-TWEEN BUILDING Hw g HEIGHT=15' '�' TUNNEL BETWEEN BUILDING Q Oi BLIRDMG 44W HEIGHT=15' R=20.POSSIBLY N ® 'o BUILDINGS,POSSIBLY Non ,L 59.67 FILLED IN ° �oGRASS � L 59 67BUILDING 22 o GRASSa BITR 40 00 BLIRDNG 22BIT. R 40.00',- o � I o o 0 1 STORY O o ° °0 1 STORY o BRICK 5.1,�ti Oh c BIT. o ELECTRIC AC .4'(FOOTPRINT AREA ,WY, o BRICK 51 '�' `,G n METERS AC =4,310f S.F.) Q- /i i SB/DH BIT. o y METERS ECTRIIC AC �.4(F00 4,310tTSAF.)A 6 _ SB/p D © o o N 5.9' v0=O - 0 °o In �/5.9' �!=G• O A O A N ORTI U N Mp r ° ° 39.0' BIT. '.� r o 2 STORY o I 2 STORY BRICK z i 0B 31t j? TEM I BRICK z v 68 BIT FOOTPRINT ARE P APPROXIMATE LOCATION OF SS ORQ.SYS FOOTPRINT ARE f' [ GRASS =14,73of S.F.) BOSTON / GO I 40;&MAINE LOADING EASEMENT, P 1 =14,730f s.F.) TE LPNE I II_ �° 55 SEE RELEASE OF EASEMENT k ooy�M BK.239 PG.237 MP STP Z E NPD g5 I� ®oJe 000y�� m IN BK.1\2 PG.146ZONIR w /Y/ v BLX MG 41EIv BUILgNG ME E _ m `��` 01 N O II N , O iv + o BIr. r._-, c ,:. -1 FF.Q m + BIr. • c - - FF'Q KN° ow LOT 1 GNo2 OFF• 0 KNm ow LOT 1 ofD 0 D_m° PLAN 18129 ti 00\ 3 8(} er? o \ 9A er --- � ( ) ti ,' �-- � m E (PL 29) ^ Rq/RRO ' m N N a i rh^� Oq A'/4 APPROX. m z vi N\ \:r �, GRASS APPROX. M z O Rq T GRASS _ AN 181 ? vn BUILDING ri\ s rt I I \ ON<O q T ? � e HEIGHT=30' �. � T L' � 4' ® -+o BUILDIONG eFRM .4' OF w/O/� APPROX. 9r 9E-RM HEIGHT=13.2' I I ® "0 �XOO �- qY BUILDING PLANTER L ,-\r�� Y PLANTER BL - _ ® BL �/ �r I I BL - 6 e L 8oj ® k�MFi�TRio s8o� (521 . I I 4 BURDMG 9 0 ® j G /8 I BULDMG 9 ® ��71 39 N # O�ry �Q rn BUILDING 12A 2 9 m BURRING 12A } PARKING SIGN I I I PARKING SIGN Q4Q^��(/_V D TYP. ', - 3 // D TYP. Q U�4,/4 20 / BL N .M. I�O - 4ILQ RAMP3 RAMP M. 0.1'. ° O\ 0 COVERED o COVERED z - STEPS TO n :'\ STEPS TO SECOND FLOOR ,, h� SECOND FLOOR n jam' LOT 3 �C' LOT 3 o BUILDING 9A ��' (PLAN 181 29) BURDMG 9A �Q�'f (PLAN 18129) .� - IU.Q HH APPROX. HH APPROX. D FF Syr GRASS BUILDING A#a GRASS BUILDING elr. HEIGHT - BIT. HEIGHT=33' 40.6', N36°18'33"E �' 3 # 40.6', N36�18'33"E- 15.6/' GRAVEL (• - 3 GRAVEL ,a+ ✓1 T r GCG ° 3 -30 p0 , bF D�GGG o 3 30�0 �� • I n GRASS P m GRASS =' O '� ®� V� 'k m GRAss 2`m N N® a"m G �° N c I� BIT. . BIT. ` Rq'c4 °SIGN o N36 30 N\ o SIGN o3p ry\ 4 oSIGN :-=➢ ---APPROXIMATE �462 SF V oSIGN ➢ Op - F 70J LOCATION GAS EASEMENT ® y 1 O 1S Q 0(-) zs h � ti0 S36o O.Op, '��• S36o O.Oo, I CERTIFY THAT THIS SURVEY AND PLAN WERE PREPARED IN ACCORDANCE 47 WITH THE PROCEDURAL AND TECHNICAL STANDARDS FOR THE PRACTICE OF LEVEL LAND SURVEYING IN THE COMMONWEALTH OF MASSACHUSETTS,TITLE 25D ` �I �� v t� T LEVEL Q __ \PARKING CMR 6.00. a 'T Nk d \PARKING J STRUCTURE STRUCTURE o•j N 594 TOTAL N D _ �Q O• O O 594 TOTAL NORTH AI DOER II ARKING SPACE �i cFMq� NORTH ANDOVER II i_ k��2 Q�Q ARKING SPAC O"J F AVALO�N,L_"LC ' �Q/Q FOOTPRINTAREA, yam �o O/ <uCV FOOTPRINT EA �\ ? y AVALON,LLC �O O BK 17279 PG 248 Q =87,986f S. a Ay F m BK 17279 PG 248 Q/u \Q QObj \ °O ��/ � sALvnGG!G 65 HIGH STREET _ �^ v 65 HICH STREET N4' (LOT 2)i (LOT'2) Y �_ x C 'As is '5 5) I�ry _ -- - - -- - 3 (SHEETS 3+4)(SHEETS 3+a) _ Pf�OFESSIONAL LAND SURVEYOR DATE °O #�' -a-13 ozs.owc (SHEET5) -- -- --- - :o. - - -- - - (SH 5) - EET REVISIONS: COPYRIGHT© PREPARED BY: PROJECT: TITLE: DATE: GM2 ASSOCIATES,INC. ALTA/NSPS TITLE INSURANCE SURVEY ALL RIGHTS RESERVED EAST MILL JANUARY 14,2024 NG PART OF THIS DOCUMENT MAY BE REPRODUCED,STORED IN Graphic Scale 27 JEFFERSON STREET LOT 1,LOT 3& 1 HIGH STREET,0 PRESCOTT STREET&0 WATER STREET A RETRIEVAL SYSTEM,OR TRANSMITTED IN ANY FORM OR BY 1 inch=30 feet r� j� ANY MEANS, ELECTRONIC, MECHANICAL, PHOTOCOPYING, TAUN,T'ON,MA SUBDIVISION ROAD RECORDING OR OTHERWISE WITHOUT THE PRIOR WRITTEN D 30 60 90 PREPARED FOR: L SHEET NO: PERMISSION OF GM2 ASSOCIATES,INC.ANY MODIFlCATIONS TO THIS DOCUMENT WITHOUT THE WRITTEN PERMISSION BY Q DRWN BY: JFS GM2 ASSOCIATES,INC.SHALL RENDER 1HEM INVALID AND 02780 (ESSEX COUNTY-NORTH) CHK'D BY: RWR UNUSABLE. _` SOH.H24.6CO9 I AL RCG'T, APRVD BY: RWR 0 1/14/24 ENDORSED NORTH ANDOVER,MASSACHUSETTS 17 V 00 S STE 100 _� __ SOMERVILLE,MA 02143 REV# DATE DESCRIPTION (SHEETS 3+4) / - (SHEET 5) \/ N/F MICHAEL V.RODDEN BK.1245 PG.121 447 PRESCOTT ST. WOOD GARAGE ,«ry J SYSTEM OR CO D. o�2or __ hry ti✓� MP S P�PN p 83 zoqF- o I� MA,N�P gym° 3 RAILING .Z BIT SB/DH N/F Co 'V HAKIM REVOCABLE TRUST O N Sys / OF 55 PRESCOTT ST C� is BK.17780 PG.5 55 PRESCOTT ST. CVJ N/F �� o eIr AccEss // (PLANO 18129) .O�LJ ^ \\ 7 J^8 S' . NORTH ANDOVER II DRIVE AVALON,LLC BK 17279 PG 248 65 HIGH STREET (LOT 2) Rq/<Ra Ok�M — 27.5' MATERIAL (� :_ a= R/Cy C�'`-iq STAREAILE mlm y t � � ZONE I S 2 N 120 49' "E 93.4' ZONE R-5 S 12°49'50"W 539.49' 2O o OWNE RS 20'WIDE WATER MAIN / ••.;' UNKNOWN EASEMENT—PLAN NO.3581 N/F 6\1 MEADOW VIEW CONDOMINIUM BK.1527 PG.321 V, O / BK.•,15527 PG.212 f — i —® ;_ — — \---- — O'• — _F — — —— (SHEETS 3+4) (SHEET 5) u ry / oho Q N J ^ ��Cv hry �C9 Qy PARKING EASEMENT, 39 �m Q 24) _ ~I/�' INCLUDES PARKING ANDU ACCESS FROM HIGH I'�W aD D N £' ®�/~.., 37. STREET E y Q o N� BK.11290 PG.340 N je J RAJ LING AIL ls DIRT N/F LOT 3 NORTH AN R �� ACCESS DOVE (PLAN 18129) II AVALON,LLC BK 17279 PG 248 _' \ 65 HIGH STREET — (LOT 2) f Rq/�ROOkM 27..8,'`.. / qO RMATERIAL Cy T<�C 5 S OCKPILEAREA \� OF ON W J CERTIFY THAT THIS SURVEY AND PLAN WERE PREPARED IN ACCORDANCE _` ) ITH THE PROCEDURAL AND TECHNICAL STANDARDS FOR THE PRACTICE OF LAND SURVEYING IN THE COMMONWEALTH OF MASSACHUSETTS,TITLE 250 CMR 6.00. r m m ac N = ZONE I—S a�w�t V cu S�Os N 12°49' "E 93.4 - S 12°49 50 W 539.49' ZONE R-5 sty A4E F_ a i SA.vAGGiO N-.56591 `s= �;; OWNERS APPROXIMATE LOCATION OF 30' FG;SrER� UNKNOWN WIDE TEMPORARY ELECTRIC 3B EASEMENT, --2 @ r BK.3007 PG.284 t t55, SEE RELEASE OF EASEMENT MEADOW VIEW P OFESSIONAL LAND SURVEYOR C1ATE BK.15802 PG.146 CONDOMINIUM ti I BK.1527 PG.321 4137700_Ti_2023.DWG REVISIONS: COPYRIGHT© PREPARED BY: PROJECT: TITLE: DATE: GM2 ASSOCIATES,INC. ALTA/NSPS TITLE INSURANCE SURVEY ALL RIGHTS RESERVED EAST MILL JANUARY 14,2024 NG PART OF THIS DOCUMENT MAY BE REPRODUCED.STORED IN Graphic Scale 27 JEFFERSON STREET LOT 1,LOT 3& 1 HIGH STREET,0 PRESCOTT STREET&0 WATER STREET A RETRIEVAL SYSTEM,OR TRANSMITTED IN ANY FORM OR BY 1 inch=30 feet /�T' j� ANY MEANS. ELECTRONIC, MECHANICAL, PHOTOCOPYING, TAUNTON,MA SUBDIVISION ROAD RECORDING OR OTHERWISE WITHOUT THE PRIOR WRITTEN D 30 6D 9O PREPARED FOR: L SHEET NO: PERMISSION OF GM2 ASSOCIATES,INC.ANY MODIFICATIONS TO THIS DOCUMENT WITHOUT THE WRITTEN PERMISSION BY Q DRWN BY: JFS GM2 ASSOCIATES,INC.SHALL RENDER THEM INVALID AND 02780 (ESSEX COUNTY-NORTH) CHK'D BY: RWR UNUSABLE. _` SOH.H24.6609 I AL RCG'T, APRVD BY: RWR 0 1/14/24 ENDORSED NORTH ANDOVER,MASSACHUSETTS 17 V 00 S STE 100 _� __ SOMERVILLE,MA 02143 REV# DATE DESCRIPTION SCHEDULE B-SECTION 2 EXCEPTIONS FROM STEWART TITLE GUARANTY COMPANY AS PROVIDED ORIGINAL LEGAL DESCRIPTION NOTES57 THE FOLLOWING MATTERS DISCLOSED IN ALTA/NSPS LAND TITLE TITLE COMMITMENT NO.19000070938,(COMMITMENT DATE 10/20/2023) SURVEY ENTITLED"EAST MILL,HIGH STREET"DATED AUGUST 8,2019,AND 1. HORIZONTAL DATUM: DESIGNATED AS PROJECT NO.2007-023(SHOWN ON PLAN UNDER POSSIBLE PARCEL 2 MASSACHUSETTS STATE PLANE-MAINLAND ZONE NAD83(2011)EPOCH 2O10.00-US FEET ESTABLISHED THROUGH RTK NETWORK ADJUSTED GNSS OBSERVATIONS. 1-2 NOT SURVEY ITEMS ENCROACHMENTS) Being all of the land shown as Lot 1,and all of the land shown as Lot 3 NONE EXCEPT POSSIBLE ENCROACHMENTS AS SHOWN ON PLAN a. ABUTTER'S CHAIN LINK FENCE ONTO SUBJECT PROPERTY AND USE OF 3,and all of the land shown as Subdivision Road,on that certain plan 2. THIS SURVEY AND PLAN ARE BASED UPON AN ACTUAL ON THE GROUND INSTRUMENT SURVEY entitled`Subdivision Plan,East Mill,1 High Street&0 Prescott Street, BY DESIGN CONSULTANTS,INC.BETWEEN APRIL,2007 AND JULY,2019 AND A SUPPLEMENTAL AREA ALONG THE SOUTHERLY BOUNDARY LINE; North Andover,Essex County,MA 01845",land located in North Andover, SURVEY BY GM2 ASSOCIATES,INC.PERFORMED IN DECEMBER,2023. 4-8 NOT SURVEY ITEMS b. ABUTTER'S SIRE&CHAIN LINK FENCE ONTO SUBJECT PROPERTY AND Massachusetts, USE OF AREA,ALONG THE SOUTHERLY BOUNDARY LINE; AND surveyed for RCG North Andover Mills LLC,dated January 23,2020, 3. ALL FLOWERING PLANTS,SHRUBS,OR TREES MAY NOT BE SHOWN WITHIN LANDSCAPING 9-12 NON-LOCUS C. ABUTTER'S SHED ONTO SUBJECT PROPERTY,ALONG THE SOUTHERLY prepared by Design Consultants,Inc.,recorded with the Essex North AREAS.IT IS MEANT FOR ILLUSTRATIVE PURPOSES ONLY AND NOT MEANT AS A COMPLETE BOUNDARY LINE. District Registry of Deeds as Plan No.18129. INVENTORY OF ALL VEGETATION THAT MAY EXIST.SIZES REFLECT APPROXIMATE TRUNK 13 INTENTIONALLY DELETED DIAMETER AT BREAST HEIGHT OR APPROXIMATE DIAMETER OF SHRUB WIDTH. 58. THE FOLLOWING MATTERS DISCLOSED IN ALTA/NSPS LAND TITLE TOGETHER WITH the easements and any other interests in real estate 14-18 NON-LOCUS SURVEY ENTITLED"HIGH STREET,NORTH ANDOVER,MA"DATED AUGUST 7, contained or conveyed in the Reciprocal Easement Agreement recorded 4. A PORTION OF THE SUBJECT PROPERTY FALLS IN A SPECIAL FLOOD HAZARD ZONE,ZONE AE, 2019 AND DESIGNATED AS JOB NO.2324: in Book 17279,Page 316,Essex North District Registry of Deeds. AS THE SUBJECT PROPERTY IS PLOTTED BY SCALE ONTO THE FLOOD INSURANCE RATE MAP 19 INTENTIONALLY DELETED FOUND AS, a. SHED ENCROACHES OVER SOUTHWESTERLY LINE OF PARCEL A-3 BY COUNTY ESSEX COUNTY 20-23 NON-LOCUS APPROXIMATELY 3.5" COMMUNITY TOWN OF NORTH ANDOVER b. SHED ENCROACHES ONTO PARCEL A-2 AT THE NORTHERLY PROPERTY PANEL 250098 0228 F 24 INTENTIONALLY DELETED LINE BY APPROXIMATELY 3.7'REFERS TO MATTERS DISCLOSED IN ALTA/NSPS EFFECTIVE DATE JULY 3,2012 LAND TITLE SURVEY DATED AUGUST 7,2019. (GM2 DOES NOT HAVE A 25 NON-LOCUS COPY OF SAID PLAN.ITEMS NOT SHOWN ON PLAN) 5. THE LOCATION OF UNDERGROUND UTILITIES ARE NOT INCLUDED IN THIS SURVEY.ABOVE GROUND STRUCTURES AND INDICATIONS OF UTILITIES THAT WERE VISIBLE AT THE TIME OF THE 26-29 INTENTIONALLY DELETED 59-60 NON-LOCUS FIELD SURVEY WERE LOCATED AND ARE SHOWN ON THIS PLAN. 30 AGREEMENT BY AND BETWEEN GEORGE L.DAVIS ET AL,AND EASTERN RAILROAD 61 FORM M CONVEYANCE OF EASEMENTS AND UTILITIES TO THE TOWN UTILITIES MAY EXIST WHICH ARE NOT INDICATED ON THESE PLANS.ALL EXISTING UTILITIES COMPANY DATED MARCH 22,1882,RECORDED IN BOOK 73,PAGE 3,AND RIGHT OF WAY OF NORTH ANDOVER DATED OCTOBER 7,2020 AND RECORDED IN BOOK SHALL BE VERIFIED FOR SERVICE,SIZE,INVERT ELEVATION,LOCATIONS,ETC.PRIOR TO NEW GRANTED FROM DAVIS AND FURBER MACHINE COMPANY TO EASTERN RAILROAD COMPANY 16654 PAGE 105 (EASEMENT NOTED ON PLAN) CONNECTIONS TO OR RELOCATION OF SAME.CONTRACTOR MUST NOTIFY DIG-SAFE AT , . PURSUANT THERETO BY INSTRUMENT DATED JUNE 26,1883,RECORDED IN BOOK 72,PAGE 185 1-888-344-7233 AT LEAST 72 HOURS PRIOR TO ANY CONSTRUCTION.NOTIFY THIS FIRM IN AND SHOWN ON PLAN DATED SEPTEMBER 28,1881,RECORDED AS PLAN NO.067 IN BOOK 73, 62-63 NON-LOCUS WRITING OF ANY AND ALL DISCREPANCIES PRIOR TO COMMENCING ANY WORK. PAGE 600.(NO EVIDENCE OF RAILROAD TRACKS FOUND,FORMER RIGHT OF WAY LOCATION LIST OF POSSIBLE ENCROACHMENTS: PLOTTED AS APPROXIMATE FROM PLANS) 64 CONSTRUCTION EASEMENT AGREEMENT BY AND BETWEEN NORTH THE FOLLOWING LIST OF POSSIBLE ENCROACHMENTS ARE THE ONLY 6. THE PROPERTY SHOWN HEREON IS THE SAME AS THE PROPERTY DESCRIBED AS'PARCEL 2' ANDOVER AVALON,LLC,RCG WEST MILL NA LLC,AND RCG NORTH ANDOVER VISIBLE ENCROACHMENTS ON THE PROPERTY AND ARE ONLY THE OPINION IN STEWART TITLE GUARANTEE COMPANY COMMITMENT FOR TITLE INSURANCE,COMMITMENT NO.: 31 GRANT AND AGREEMENT BY AND BETWEEN DAVIS AND FURBER MACHINE COMPANY AND MILLS LLC DATED APRIL 29,2021 AND RECORDED IN BOOK 16913,PAGE OF THIS SURVEYOR: 19000070938 WITH AN EFFECTIVE DATE OF OCTOBER 20,2023. THE INHABITANTS OF THE TOWN OF NORTH ANDOVER WITH RESPECT TO WATER RIGHTS,DATED 290.NOTE: ENCUMBERS EAST AND WEST MILL SUBDIVISIONS,THE LATTER SEPTEMBER 8,1925,RECORDED IN BOOK 515,PAGE 503.(AFFECTS SUBJECT PROPERTY,NOT A AS SHOWN ON PLAN RECORDED AS PLAN NO.18122.(EAST MILL -ABUTTER'S CHAIN LINK FENCE AND SHED ONTO SUBJECT 7. THE PROPERTY SHOWN HEREON IS COMPRISED OF THREE PARCELS SHOWN AS LOT 1,LOT 3, PLOTABLE ITEM) CONSTRUCTION EASEMENT SHOWN AS APPROXIMATE ON PLAN PER EXHIBIT A PROPERTY AND USE OF AREA ALONG THE SOUTHERLY BOUNDARY AND SUBDIVISION ROAD WHICH ARE CONTIGUOUS WITH NO GAPS OR GORES. 32 EASEMENT FOR GUY WIRE GRANTED FROM DAVIS AND FURBER MACHINE COMPANY TO N DEED REFERENCE) LINE 8. BOUNDARY LINES AND EASEMENTS FOR THE SUBJECT PROPERTY ARE PER DEED AND PLAN LAWRENCE ELECTRIC COMPANY BY INSTRUMENT DATED OCTOBER 5,1955,RECORDED IN BOOK 65 NON-LOCUS ©-ABUTTER'S WIRE&CHAIN LINK FENCE ONTO SUBJECT PROPERTY RESEARCH BY DESIGN CONSULTANTS,INC.THIS PLAN WAS PREPARED WITHOUT A FULL TITLE 845,PAGE 304,AFFECTING ONLY THE BUILDING LOCATED AT THE CORNER OF HIGH AND WATER AND USE OF EXAMINATION,UNRECORDED EASEMENTS AND/OR ADVERSE CLAIMS BY OTHERS ARE NOT STREETS.(THE LOCATION CAN NOT BE DETERMINED FROM THE RECORD DOCUMENT) 66 GRANT OF UTILITY EASEMENT TO MASSACHUSETTS ELECTRIC AREA ALONG THE SOUTHERLY BOUNDARY LINE SHOWN. COMPANY DATED JUNE 28,2021 AND RECORDED IN BOOK 17013,PAGE 274. 33 NON-LOCUS (UTILITY EASEMENT SHOWN AS APPROXIMATE ON PLAN) ©-ABUTTER'S SHED ONTO SUBJECT PROPERTY ALONG THE 9. THE SURVEYED PARCEL HAS DIRECT ACCESS TO HIGH STREET,AN ACCEPTED PUBLIC WAY, SOUTHERLY BOUNDARY LINE WATER STREET,AN ACCEPTED PUBLIC WAY,PRESCOTT STREET,AN ACCEPTED PUBLIC WAY, 34 SUCH RIPARIAN AND WATER RIGHTS OF OTHERS ARE AS EXTANT BY LAW,GRANT,OR 67 DECLARATION OF RIGHT OF WAY ACCESS AND MAINTENANCE AND SUBDIVISION ROAD,A PRIVATE WAY. PRESCRIPTION IN AND WITH RESPECT TO THE WATER COURSES AFFECTING SAID PREMISES, EASEMENT(DEDICATION EASEMENT FOR PRIVATE ROADWAY)TO THE -ABUTTER'S MOWING OF LAWN AND USE OF AREA ALONG 10.GM2 ASSOCIATES,INC IS NOT AWARE OF ANY CHANGES IN STREET RIGHT OF WAY LINES NAMELY MILL POND.(NOT A PLOTTABLE ITEM) INHABITANTS OF THE TOWN OF NORTH ANDOVER DATED JUNE 1,2021 AND NORTHERLY BOUNDARY LINES EITHER COMPLETED OR PROPOSED,AND AVAILABLE FROM THE CONTROLLING JURISDICTION. 35 RIGHTS OF THE TOWN OF NORTH ANDOVER AND OTHERS IN AND WITH RESPECT TO RECORDED IN BOOK 17261,PAGE 60.(RIGHT OF WAY ACCESS AND ADDITIONALLY THERE WAS NO OBSERVABLE EVIDENCE OF RECENT STREET OR SIDEWALK PERLEY ROAD AND ELM STREET ABUTTING SAID PREMISES,INCLUDING UTILITY EASEMENT MAINTENANCE EASEMENT SHOWN ON PLAN) -ABUTTER'S PLAY STRUCTURE,MOWING OF LAWN,AND USE OF CONSTRUCTION OR REPAIRS. THEREIN.(THE LOCATION CAN NOT BE DETERMINED FROM THE RECORD DOCUMENT) GRASS AREA ALONG EASTERLY BOUNDARY LINES 68 RECIPROCAL EASEMENT AGREEMENT DATED DECEMBER 17,2021,BY 11.DURING THE FIELD SURVEY,THERE WAS OBSERVED EVIDENCE OF RECENT EARTH MOVING NORTH ANDOVER MILLS REALTY TO AND BETWEEN NORTH ANDOVER II AVALON,LLC AND RCB NORTH ANDOVER 0-ABUTTER'S MOWING OF LAWN AND USE OF GRASS AREA ALONG WORK AS NOTED ON PLAN. 36 TEMPORARY GRANT OF EASEMENT FROM NOR MASSACHUSETTS ELECTRIC COMPANY DATED SEPTEMBERTH 13,1989 RECORDED IN BOOK 3007, MILLS LLC RECORDED ON DECEMBER 20,2021,AS BOOK 17279 PAGE 316. EASTERLY BOUNDARY LINES PAGE 284.(AFFECTS SUBJECT PROPERTY,SEE ITEM 37 ON PLAN) (ROADWAY EASEMENT SHOWN ON PLAN) 12.THERE WAS NO OBSERVED EVIDENCE OF RECENT STREET OR SIDEWALK CONSTRUCTION OR (PARKING EASEMENT SHOWN ON PLAN) ©-OVERHEAD WIRE,GUY POLE AND GUY WIRE ACROSS SOUTHERN REPAIRS,BUILDING CONSTRUCTION,OR BUILDING ADDITIONS DURING THE TIME OF THE FIELD 37 TERMS AND PROVISIONS OF PARKING EASEMENT AND OPERATING AGREEMENT,DATED (UTILITY EASEMENT IS A BLANKET EASEMENT TO BE SUBSTANTIALLY PROPERTY LINE.NO KNOWN ASSOCIATED EASEMENT. SURVEY. IT WAS ALSO NOTED THAT THERE WAS NO OBSERVED EVIDENCE OF CEMETERIES, JUNE 30,2000,RECORDED IN BOOK 5791,PAGE 1 AS AFFECTED BY FIRST AMENDMENT TO CONSISTENT WITH THE AV13 UTILITY PLAN,EXHIBIT D.EXHIBIT IS SOLID WASTE DUMPS,SUMPS OR SANITARY LANDFILLS. PARKING EASEMENT AND OPERATING AGREEMENT,DATED JANUARY 1,2009,RECORDED WITH NOT LEGIBLE AND CANNOT BE PLOTTED.) SAID DEEDS,BOOK 11290,PAGE 340,AS FURTHER AMENDED BY SECOND AMENDMENT TO (SIDEWALK EASEMENT IS A BLANKET EASEMENT OVER SIDEWALKS ON 13.OWNERS NAMES SHOWN HEREON ARE BASED UPON ASSESSORS INFORMATION OBTAINED AS OF PARKING EASEMENT AND OPERATING AGREEMENT DATED FEBRUARY 3,2014 AND RECORDED LOCUS PARCELS) THE DATE OF SURVEY.IT DOES NOT REPRESENT A CERTIFICATION OF TITLE NOR DOES IT WITH SAID REGISTRY OF DEEDS IN BOOK 13771,PAGE 238.(AFFECTS SUBJECT PROPERTY,SEE (TRAIL EASEMENT OVER LOCUS PARCELS SHOWN ON PLAN) GUARANTEE THE OWNERSHIP OF LOCUS OR ABUTTING PROPERTIES. ITEM 37 ON PLAN) (MAINTENANCE AND ACCESS EASEMENT,BLANKET EASEMENT OVER 14.NO EVIDENCE OF FIELD DELINEATED WETLANDS FOUND ON SITE DURING TIME OF FIELD SIDEWALKS AND WALKING TRAILS ON LOT 2) SURVEY. 38 NON-LOCUS (UTILITY EASEMENT OVER LOT 2 SHOWN AS APPROXIMATE ON PLAN) 39 EASEMENT FOR SEWER LINE BY BOSTON AND MAINE CORPORATION TO TOWN OF NORTH 69 NON-LOCUS ANDOVER DATED AUGUST 3,1923 AND RECORDED IN BOOK 484,PAGE 203 AS SHOWN ON EAST MILL SURVEY.(AFFECTS SUBJECT PROPERTY,SEE ITEM 39 ON PLAN) 70 EASEMENT GRANTED BY NORTH ANDOVER II AVALON,LLC AND RCG NORTH ANDOVER MILLS LLC TO EVERSOURCE GAS COMPANY OF 40 INDENTURE OF AGREEMENT BY AND BETWEEN BOSTON&MAINE CORPORATION AND MASSACHUSETTS DBA EVERSOURCE ENERGY A 10'WIDE GAS PIPELINE DAVIS AND FURBER MACHINE COMPANY DATED NOVEMBER 8,1906 AND RECORDED IN BOOK EASEMENT DATED JANUARY 3,2023,AND RECORDED ON JANUARY 13,2023, ZONING 239,PAGE 237(SEE ITEM 40 AND 55 ON PLAN) AS BOOK 17663,PAGE 114.(APPROXIMATE EASEMENT LOCATION SHOWN ON 41 EASEMENTS SET FORTH IN DEED RECORDED AT BOOK 10601,PAGE 340 AND SHOWN ON PLAN PER EXHIBIT A DEED REFERENCE) ZONING INFORMATION SHOWN BELOW IS FROM ZONING CERTIFICATE PLAN NO.15962.(NO EASEMENTS ARE IDENTIFIED ON THE LISTED PLAN)(DRIVEWAY EASEMENT 71-72 NOT SURVEY ITEMS DATED DECEMBER 7,2023 PREPARED BY ZONING SOLUTIONS,INC. IN DEED BOOK 10601,PAGE 340 IS SHOWN ON PLAN 6591.EASEMENT IS APPURTENANT TO (SEE ZONING CERTIFICATE FOR MORE INFORMATION) SUBJECT PROPERTY,SEE ITEM 41 ON PLAN) 42 GRANT OF EASEMENT TO THE TOWN OF NORTH ANDOVER RECORDED WITH SAID ZONING DISTRICT: REGISTRY OF DEEDS IN BOOK 14590,PAGE 85 AS SHOWN ON EAST MILL SURVEY.(SEE ITEM 42 ON PLAN,APPROXIMATELY SHOWN-PLAN ILLEGIBLE) PRIMARILY INDUSTRIAL S(IS)DISTRICT WITH PORTIONS IN THE RESIDENTIAL 4(R4)AND RESIDENTIAL(R5)DISTRICTS AND PORTIONS 43-46 INTENTIONALLY DELETED IN THE GENERAL BUSINESS(GB)DISTRICT.ALSO,WITHIN THE SURVEYOR'S CERTIFICATE DOWNTOWN OVERLAY DISTRICT AND THE HISTORIC DISTRICT.A 47-48 NOT SURVEY ITEMS PLANNED DEVELOPMENT IS ALLOWED UNDER SECTION 11 IN THE IS TO: RCG NORTH ANDOVER MILLS LLC; WELLS FARGO BANK,NATIONAL DISTRICT. ASSOCIATION,ITS SUCCESSORS AND ASSIGNS; AND STEWART TITLE 49 NON-LOCUS GUARANTEE COMPANY, 50 GRANT OF UTILITY EASEMENT FROM RCG NORTH ANDOVER MILLS LLC TO THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON MASSACHUSETTS ELECTRIC COMPANY DATED JUNE 21,2018 AND RECORDED IN BOOK 15527, SURVEYOR'S NOTES: WHICH IT IS BASED WERE MADE IN ACCORDANCE WITH THE 2021 PAGE 212,AS AFFECTED BY FIRST AMENDMENT TO EASEMENT DEED DATED APRIL 11,2023, MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/NSPS LAND AND RECORDED ON APRIL 18,2023,AS BOOK 17719 PAGE 247. NO DIMENSION GIVEN. PARKING COUNT TABLE THE LOCUS PARCELS OF THIS SURVEY ARE LOCATED PRIMARILY ( INDUSTRIAL S(IS)DISTRICT WITH A PORTION IN THE RESIDENTIAL 4 TITLE SURVEYS,JOINTLY ESTABLISHED AND ADOPTED BY ALTA AND APPROXIMATE EASEMENT OVER LOCUS PARCELS SHOWN ON PLAN) NSPS,AND INCLUDES ITEMS 2,3,4,6(A),7(A),7(B)(1),7(C),8,9, OUTSIDE PARKING GARAGE PARKING GARAGE TOTAL (R4)• 12,13,14,16,AND 17 OF TABLE A THEREOF.THE FIELD WORK WAS 51 INTENTIONALLY DELETED PARKING (GROUND LEVEL) (TOP FLOOR) COMPLETED ON DECEMBER 7,2023. SEE FULL ZONING CERTIFICATE,TOWN ZONING BYLAWS,AND 52 GRANT OF UTILITY EASEMENT FROM RCG NORTH ANDOVER MILLS LLC TO REGULAR 313 293* 296 902 APPROVED SPECIAL PERMITS FOR PARKING REQUIREMENTS. MASSACHUSETTS ELECTRIC COMPANY DATED APRIL 2,2019 AND RECORDED IN BOOK 15802, 1 CERTIFY THAT THIS SURVEY AND PLAN WERE PREPARED IN ACCORDANCE PAGE 128.SUBORDINATION AGREEMENT BY ROCKLAND TRUST COMPANY DATED MARCH 28,2019 HANDICAPPED 17 0 0 17 WITH THE PROCEDURAL AND TECHNICAL STANDARDS FOR THE PRACTICE OF AND RECORDED IN BOOK 15802,PAGE 134 AFFECTS MORTGAGES RECORDED IN BOOK 14745, LAND SURVEYING IN THE COMMONWEALTH OF MASSACHUSETTS,TITLE 250 PAGE 331,BOOK 14746,PAGE 19 AND BOOK 15219,PAGE 132,TO EASEMENT RECORDED IN MOTORCYCLE 0 3 0 3 CMR 6.00. BOOK 15802,PAGE 128.,AS AFFECTED BY FIRST AMENDMENT TO GRANT OF EASEMENT BY AND DIMENSIONAL REGULATIONS BETWEEN RCG NORTH ANDOVER MILLS LLC AND MASSACHUSETTS ELECTRIC COMPANY DATED ELEC.VEHICLE 0 2 0 2 JUNE 30,2021 AND RECORDED IN BOOK 17013,PAGE 230.(EASEMENT SHOWN ON PLAN) INDUSTRIAL S RESIDENTIAL 4 TOTAL 330 298 296 924 011 yc 53 NON-LOCUS SETBACK REQUIREMENTS: 23 XNEF NOTES: PARKING COUNT ONLY INCLUDES WELL DEFINED STRIPED PARKING. FRONT YARD(MIN.) 30 FEET 30 FEET SALVAGGo 54 EASEMENT RELEASED,FORMER LOCATION NOT DEPICTED SIDE YARD MIN. 20 FEET 15 FEET TYPE OF SPACES ARE BASED ON VISIBLE DESIGNATIONS ON SITE. (MIN.) REAR YARD(MIN,) 30 FEET 30 FEET 55 EASEMENT RELEASED,FORMER LOCATION NOT DEPICTED *11 OF THE 293 REGULAR STRIPED SPACES ARE CURRENTLY USED 0 HEIGHT(MAX.) 55 FEET 35 FEET FOR STORAGE. 56 NON-LOCUS ( {. FLOOR AREA RATIO(MAX.) 050:1 N/A #s i PROFESSIONAL LAND SURVEYOR DATE 4137700_n_2023.DWG REVISIONS: COPYRIGHT© PREPARED BY: PROJECT: TITLE: DATE: GIV2 ASSOCIATES,INC. ALTA/NSPS TITLE INSURANCE SURVEY ALL RIGHTS RESERVED EAST MILL JANUARY 14,2024 NG PART OF THIS DOCUMENT MAY BE REPRODUCED,STORED IN Graphic Scale 27 JEFFERSON STREET LOT 1,LOT 3& 1 HIGH STREET,0 PRESCOTT STREET&0 WATER STREET A RETRIEVAL SYSTEM,OR TRANSMITTED IN ANY FORM OR BY 1 inch=30 feet PKA j� ANY MEANS, ELECTRONIC, MECHANICAL, PHOTOCOPYING, TAUNTON,MA SUBDIVISION ROAD RECORDING OR OTHERWISE WITHOUT THE PRIOR WRITTEN D 30 60 90 PREPARED FOR: SHEET NO: PERMISSION ASSOCIATES,INC.ANY ODIFlCATIONS TO DRWN BY: JFS THIS DOCUMENT WITHOUT WITHOUT THE WRITTEN PERMISSION IN 02780 (ESSEX COUNTY-NORTH)Sj R [`ANDOVER ' L GNU ASSOCIATES,INC.SHALL RENDER THEM INVALID AND _ _ c ST,STE 100 CHK'D BY: RWR UNUSABLE. _ 508.824.6609 17 IVALOO APRvo BY: RWR REV# DATE DESDCRPrON - � =_ _ NORTH ANDOVER,MASSACHUSETTS SOMERVILLE,MA 02143 PLANT LIST I ZERO PRESCOTT MIDSLOPE COMMUNITY KEY OTY LATIN NAME COMMON NAME SIZE NOTE TREES:190 COUNT 'En"E A AS Acer sacchorum Sugar Maple 2.5-3"cal. B&B VERDANT AG Amelanchier grandiflora Serviceberry 8-10'nt. B&B V 10 Ilex opaca American Holly 10-12'ht. B&B 61,__6_0Mud "A"I 6'w,C JVt Juniperus virginiona'Taylor' Taylor Eastern Red Cedar 4-5 ht. B&B Landscope Architecture E PS Pinus strobus White Pine 10-12'ht. B&B 318 Harvard,Suite 25 PO Platinus acerifolia Bloodgood' Plane Tree 2-2-5"cal. B&B 7 PSf Pinus strobus Fastigicta' White Pine cultivor 10-12'ht. B&B Brookline,MA 02446 0:617.735.1180 PSe Prunus serrulata Cherry-pole Pink 2-2.5"cal. B&B OR Quercus prinus Chestnut Oak 2-2.5"cal. B&B www.VerdartLA.com O'n., QC Quercus coccinec Scarlet Oak 2-2.5"cal. B&B R F—c-, ,P 4 I A A QV Quercus velutina Black Oak 2-2.5"cal. B&B ON QA Quercus alba White Oak 2-2.5"cal. B&B PkIft-Fe�e,yp, TO Thule occidentclis Smaragd' Emerald Green Arborvitea 10-12'ht. B&B Vw TO Thule occidentalis Smaragd' Emerald Green Arborvitea 7-8'ht. B&B 'El Thuic plicata'Green Giart' TPg Green Giant Arborvitae 10-121 ht. B&B -2.5"cal. B&B I S'R UA Ulmus americanc American Elm 2 'M, SHRUBS:650 COUNT AP Aesculus parviflorc Bottlebrush Buckeye 30-36''ht. 4, E HQ Hydrangea quercifolic'Snow Queen' Oakleaf Hydrangea 30-36" *1 V, HQs Hydrangea quercifolia'Sike's Dwarf" Sike's Dwarf Ockleaf Hydrangea 30-36" IG Ilex glabra Inkberry 3 gal. pp B IGs Ilex glabra Shamrock' Shamrock Inkberry Holly 3 gal. KIL Kalmio latifolic Mountain Laurel 30-36''ht. W yr W KLt KaIrma latifolia'Tiddlywinks' Tiddlywinks Mountain Laurel available AkA PF Piens floribunda Mountain Andromeda 30-36''ht. 4R, 4_7 �7' PQ Parthenocissus quinquefolia Virginia Creeper S it 3 gal.Pots RT Rhus typhina Staghorn Sumac 1 gal. TM Taxus media'Viridis' Viridis Columnar Yew T EE\ x� W, F LL] _OV,c-�ullY 'E� 5 E, T za_ Z �E Q nzq, LL] A PLA ARC��, sUl PP_ V y C041 wmr- LL] F-2, LLJ u)0 LU iV� > aom-0�wd z 5,H_W-k t.,.e LU U 0 Fevo�,P tyr ket Fen�v.typ- LLJ —7 L.Lj jn�l — A < 0 LLJ U c:)Z All Add,ff" 0H 01- W,_1�1 4AS��, § AM __0 EE V 'EP, Z 0 R, Ya T, --------- 1z -z:- REVISIONS Mk� ISSUE DATE 'E T V,� PEER REVIEW REVISIONS 03/20/26 TE, c\, "P ...... PEER REVIEW REVISIONS 06102126 Y, T -VE -V A VX" T, f vm V -iwk� E�EY�j"- x 5 T . ..... DRAWING INFOR�VATION j ISSUE CONPREFTENSVE PERMIT SET DATE 2/5/26 14 V %- SCALE AS NOTED 'E� L. 4-& -'Ej V Q PROJECT NUMBER DRAWN BY NA _�7 S CHECKED BY KP 1 1\me 1Y- 2#6, DRAWING TITLE 7 PRELIMINARY LANDSCAPE PLAN J DRAWING NUMBER L 1 .0 V�,dt L.rd...P�A�,hitt VERDANT e t_ t 3 Lands ape Architectu re 318 Harvard Suite 25 - f i 5 r .a � �c Brookline,MA 02446 � O 617.735.1180 ` L ..� � _'� � www.VerdantLA.com \ \ \\ \ r F > i 9 - Play Yard: Planting Strategy Play Elements for Tots+5-12 Loose Informal Plantings Synthetic Lawn=Safety Surface Native Plants(Trees+Shrubs) \ \\\\\o \\\~ W LLJ LLJ LLJ CZ Z U t/ LU LU Courtyard Amenity Hardscape Materials: Entry Materials Palette: Metal Picket Fence Close Board Fence Block Wall by Redi-Rock Ce OU Q Dynamic Concrete Paving Patterns Concrete Paving at Front Entries+Walks Q U Boulders as Bollards+Design Elements Benches+Bike Racks yv\ vyy ; \ N O \,� o tx \ n V \r AV, \ \ \ \ \ \\ \\ .4§ \\ a _ �. \\ \\ x \ \\\ REVISIONS BUFFER PLANTINGS ? -- -�\",\\\ ` \ ` �: MARK ISSUE DATE Uv y v y y�\vv may\ Buffer Plantings Prop.Ht. Annual r :,� \,.��\\\ '. y �\ .�` \\., \\-.,\\ �, PEER REVIEW REVISIONS 03/20/26 �� .\� \ - Plant Name At Plantin Growth ""----- PEER REVIEW REVISIONS 06/02/26 Rate White Pine 10-12'ht. 12"-24" a� A White Pine'Fastgiata' 10 12'ht. 18" \ ` \ Thuja occidentalis'Smaragd' 10-12'ht. 12" � Thuja plicata'Green Giant' 10-12'ht. 36" DRAWING INROR ATIO N oM REHENSN E PERMIT SET DATE: 2n6 k \ _v .: —, r �.��,,.�� _. = `�\ \�� .. _ SCALE AS NOTED ..c:` -- ..:..n - '\ - _ x _ - \� r - _ ..., .y ' t=-91 .., saw.: - PROJECT NUMBER .- :, . _ DRAWN BY:NA __... s-.y. _.. CHECKED BY KP 1 ; ijy �e ..: s C" DRAWING TITLE I s � d i lid(iS � , PRELIMINARY � LANDSCAPE PL AN r i —21 DRAWING G NUMBER _ i_ 1 7 White Pine White Pine'Fastigiata' Thuja occidentalis'Smaragd' Thuja plicata'Green Giant' _ e;;. L2.0 \Verdant L—d...Pe,r,ha-fire