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2026/07/10 - Revised Permit Plans - 492 Sutton Street
Project: Lawrence Municipal Airport Administration Building 492 Sutton Street North Andover MA 01845 Owner: LAWRENCE AIRPORT ADMINISTRATION BUILDING 4Lawrence 92 Sutton Strenicipal Airport PERMIT PLANS North Andover MA 01845 t.978.794.5880 OT LOCATED AT: Sr }} £: 492 SUTTON STREET MassDOT-AD Job No.: NORTH ANDOVER,ESSEX COUNTY,MASSACHUSETTS ASMP-2026-LWM-32-SAAB-Ph-4a Architect: Fennick PREPARED FOR: fn McCredie LAWRENCE MUNICIPAL AIRPORT COMMISSION Architecture 70 Franklin Street 492 SUTTON STREET Boson,Ma 02110 t.617.350.0.7900900 NORTH ANDOVER,MASSACHUSETTS 01845 f.617.350.0051 Structural Engineer: McNarama Salvia 1 Federal Street#3710 Boston,Ma 02110 t.617.737.0040 CONTACTS: MEPFP Engineer: OWNER: ARUP US,Inc. LAWRENCE MUNICIPAL AIRPORT 60 State Street 492 SUTTON STREET Boston,Ma 02109 NORTH ANDOVER,MA t.617.864.2987 ENGINEER: ....................................... CIVI Engineer: MCCLURE ENGINEERING COMPANY .'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'. SHEET INDEX McClure 225 FRIEND STREET,SUITE 805 ••••••••••••••••••••••••••••••••••••••••• SHEET NUMBER SHEET TITLE 225 Friend Street#805 BOSTON,MA 02114 C000 COVER SHEET Boston,Ma 02114 PHONE:617-466-6765 •LAWRENCEMUNICIPALAIRPORT t.617.466.6765 CONTACT:LINDSEY DITONNO,PE ... 492 SUTTON STREET ............... C001 LEGEND&ABBREVIATIONS NORTH ANDOVER,MA C002 CIVIL NOTES . TAX MAP XXXXX ARCHITECT: ......................................... EX-1(CO03) EXISTING CONDITIONS FENNICK MCCREDIE ARCHITECTURE ••••••••••••••••••••••••••• ••••• C004 CONSTRUCTION PHASING PLAN 70 FRANKLIN STREET C1o1 DEMOLITION PLAN ��P�1NOFM4ss9t BOSTON,MA 02110 •0 2 LINDSEY •••• C102 OVERALL SITE PLAN DITONNO .............. .... C103 SITE PLAN CIVIL ................ T......Q J No.51161 w UTILITY AND MUNICIPAL CONTACTS: '''' clog SITE LAYOUT PLAN 2 .0 9�po o C105 GRADING&DRAINAGE PLAN ss/ONALE NATIONAL GRID:ELECTRIC •••••••••••••• ••••• .• C106 UTILITY PLAN. S Y. 55 BEARFOOT RD. s . NORTHBORO,MA 01532 ... C107 EROSION&SEDIMENTATION CONTROL PLAN uL�`� � PROJECT LOCATION y2026.0 by u1asey o�Ta'0a C108 SIGNAGE&PAVEMENT MARKINGS PLAN oaie:zszs.o7.ia iosi:z7-0a ss PHONE:761-906-4003 •••(492 SUTTON STREET) '''''' o C109 LANDSCAPE PLAN Stamp: CONTACT:AMBER JONES �... o°o C501 CIVIL DETAILS EVERSOURCE:GAS ..........11 A C502 CIVIL DETAILS 995 BELMONT ST. m C503 CIVIL DETAILS BROCKTON,MA 02301 A C504 CIVIL DETAILS NOT FOR CONTACT:JOCELYN SMITH CONSTRUCTION w C505 CIVIL DETAILS VERIZON:COMMUNICATIONS C506 CIVIL DETAILS 385 MYLES STANDISH BLVD. C507 CIVIL DETAILS TAUNTON,MA 02780 C508 CIVIL DETAILS CONTACT:DANIEL MOOERS C509 CIVIL DETAILS No. Date Revision NORTH ANDOVER FIRE DEPARTMENT C601 VEHICLE TURNING MOVEMENT PLAN 1 7/10/2026 SPR-PEER REVIEW COMMENTS 795 CHICKERING ROAD A100 ARCHITECTURAL FIRST FLOOR PLAN NORTH ANDOVER,MA 01845 N PHONE:978-688-9590 A201 ARCHITECTURAL BUILDING ELEVATIONS CONTACT:GRAHAM ROWE,DEPUTY CHIEF SITE LOCATION MAP NORTH ANDOVER WATER&SEWER (NOT TO SCALE) 384 OSGOOD STREET NORTH ANDOVER,MA 01845 PHONE:978-685-0950 CONTACT:TIMOTHY WILLETT Job No.: 2025000039 Drawn By: BLR/AS Checked By: LAD Issue: PERMIT SET Date: 6/16/2026 Scale: AS INDICATED Drawing Title: COVER SHEET Drawing No.: C000 Project: LEGEND ABBREVIATIONS Lawrence Municipal Airport ...................BENCHMARK AASHTO AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS CIVIL DRAWING INDEX Administration Building ...................CONTROL POINT ADA AMERICANS WITH DISABILITIES ACT Sheet Number Sheet Title ADJ ADJUST BACK AND FACE OF CURB OR BITUMINOUS CONCRETE BERM ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS C001 LEGEND&ABBREVIATIONS Sutton Street Nor SIDEWALK BC BOTTOM OF CURB C002 CIVIL NOTES North Andover MA 01845 PAVEMENT STRIPING BIT BITUMINOUS C003 EXISTING CONDITIONS Owner: CB CATCH BASIN sAN SANITARY SEWER CEM CEMENT C004 CONSTRUCTION PHASING PLAN Lawrence Municipal Airport sr STORM DRAIN Cl CAST IRON C101 DEMOLITION PLAN 492 Sutton Street W WATER CIP CAST IN PLACE UNDERGROUND ELECTRIC CLF CHAIN LINK FENCE C102 OVERALL SITE PLAN North Andover MA 01845 G GAS CMP CORRUGATED METAL PIPE C103 SITE PLAN t.978.794.5880 CO CLEANOUT UGC UNDERGROUND COMMUNICATIONS COMM COMMUNICATIONS C104 SITE LAYOUT PLAN SF-SF TEMPORARY PERIMETER EROSION CONTROL CONC CONCRETE C105 GRADING&DRAINAGE PLAN Kw KITCHEN WASTE DI DUCTILE IRON v VENT PIPING DIA/DIAM. DIAMETER C106 UTILITY PLAN -CHAIN LINK FENCE DIM DIMENSION C107 EROSION&SEDIMENTATION CONTROL PLAN SECURITY FENCE DMH DRAIN MANHOLE MassDOT-AD Job No.: EA. EACH C108 S GNAGE&PAVEMENT MARKINGS PLAN ASM P-2026-LW M-32-SAAB-Ph-4a 90 CONTOUR ELEVATION EL./ELEV ELEVATION C109 LANDSCAPE PLAN T UNDERGROUND TELEPHONE ELEC ELECTRICAL P UNDERGROUND POWER EMH ELECTRIC MANHOLE C501 CIVIL DETAILS Architect: EOP EDGE OF PAVEMENT TREE EXIST/EX EXISTING C502 CIVIL DETAILS McCrFennek FCC FLUSH CONCRETE CURB C503 CIVIL DETAILS M Architecture UTILITY POLE FDC FIRE DEPARTMENT CONNECTION Architecture C504 CIVIL DETAILS FFE FINISHED FLOOR ELEVATION 70 Franklin Street GUY WIRE FT FEET C505 CIVIL DETAILS Boston,Ma 02110 OVERHEAD WIRE GAL GALLON C506 CIVIL DETAILS t.617.350.7900 GALV. GALVANIZED f.617.350.0051 TREELINE GG GAS GATE C507 CIVIL DETAILS SIGN HOPE HIGH-DENSITY POLYETHYLENE PIPE C508 CIVIL DETAILS Structural Engineer: HMA HOT MIX ASPHALT McNarama Salvia xxx HYD HYDRANT C509 CIVIL DETAILS 1 Federal Street#3710 SPOT ELEVATION INV INVERT KW KITCHEN WASTE C601 VEHICLE TURNING MOVEMENT PLAN t.617.Boston,7.02110 40 HP=xxx t.617.737.0040 HIGH POINT SPOT ELEVATION LF LINEAR FOOT A100 ARCHITECTURAL FIRST FLOOR PLAN LT LEFT LWM LAWRENCE MUNICIPAL AIRPORT A201 ARCHITECTURAL BUILDING ELEVATIONS Meg-xx MATCH EXISTING GRADE MAX MAXIMUM MEPFP Engineer: SPOT ELEVATION MEG MATCH EXISTING GRADE MEP MECHANICAL/ELECTRICAL/PLUMBING ARUP S, 60 Statee Street o DRAIN MANHOLE MH MANHOLE Boston,Ma 02109 MIN. MINIMUM t.617.864.2987 �l O CATCH BASIN MUTCD MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES NTS NOT TO SCALE O.C. ON CENTER Civil Engineer: ROOF DRAIN OH OVERHEAD McClure PROP PROPOSED 225 Friend Street#805 CO CLEANOUT P LYVI VC POLYVINYL CHLORIDE Boston,Ma 02114 VENT RCP REINFORCED CONCRETE PIPE t.617.466.6765 RD ROOF DRAIN REM REMOVE SEWER MANHOLE REQD REQUIRED RT RIGHT O TELEPHONE MANHOLE SAN SANITARY SEWER VjNOFM4SS SMH SEWER MANHOLE CEP 90 SS SANITARY SEWER o2 LINDSEY SWL SOLID WHITE LINE D I �� ELECTRIC MANHOLE � �+ E TON SWGL SOLID WHITE GORE LINE CIVIL O WATER MANHOLE TC TOP OF CURB No.51161 MANHOLE TEMP. TEMPORARY lONALEN����e MH TW/TOW TOP OF WALL Gv TYP TYPICAL GAS VALVE UG UNDERGROUNDVCC VERTICAL ' s WG WATER GATE CURB �o GAS SHUT OFF 0 ale:��v�N s�aPa sy uasey o�raa WSO WATER SHUTOFF D zozs.o7.ia 1031:3e1400 Stamp: WATER VALVE WATER SHUT OFF FIRE HYDRANT NOT FOR • CONSTRUCTION BOLLARD LIGHT POLE F� PEDESTRIAN GATE No. Date Revision STREET LIGHT UTILITY POLE CATCH BASIN OSTORM DRAIN MANHOLE GATE VALVE Job No.: 2025000039 Drawn By: BLR/AS H L- HANDHOLE Checked By: LAD Issue: PERMIT SET GAS METER Date: 06/16/2026 Scale: AS INDICATED RAMP Drawing Title: LEGEND& HMA PAVEMENT ABBREVIATIONS CEMENT CONCRETE Drawing No.: C001 Project: GENERAL NOTES: AIRPORT COORDINATION NOTES: GRADING&DRAINAGE NOTES: UTILITY NOTES: EROSION CONTROL NOTES: Lawrence Municipal Airport 1.EXISTING BOUNDARY,TOPOGRAPHIC INFORMATION,AND SITE FEATURES 1.ALL WORK SHALL BE COORDINATED WITH AIRPORT OPERATIONS AND 1.ELEVATIONS SHOWN ARE REFERENCED TO VERTICAL DATUM NAVD88. 1.THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ARE 1.ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL COMPLY Administration Building SHOWN ARE BASED UPON A FIELD SURVEY CONDUCTED BY NITSCH SHALL NOT INTERFERE WITH ACTIVE RUNWAY,TAXIWAY,OR AIRFIELD APPROXIMATE AND BASED ON INFORMATION AVAILABLE TO THE WITH THE MASSACHUSETTS STORMWATER HANDBOOK AND.NPDES ENGINEERING OF BOSTON,MASSACHUSETTS IN MAY OF 2020 AND OPERATIONS WITHOUT PRIOR APPROVAL. 2.CONTRACTOR SHALL VERIFY EXISTING SITE ELEVATIONS UPON SURVEYOR AND ENGINEER.IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONSTRUCTION GENERAL PERMIT REQUIREMENTS. UPDATED IN DECEMBER OF 2024. ESTABLISHING CONTROL ON THE SITE.ANY DEVIATIONS BETWEEN CONTACT DIGSAFE(DIAL 811)AND THE LOCAL WATER DEPARTMENT AND 492 Sutton Street 2.THE CONTRACTOR SHALL MAINTAIN CONTINUOUS AND SECURE ACCESS EXISTING TOPOGRAPHY AND THAT SHOWN ON THE PLANS SHALL BE UTILITY PROVIDERS AT LEAST 72 HOURS PRIOR TO ANY EXCAVATION TO 2.EROSION AND SEDIMENT CONTROL PRACTICES MUST REMAIN IN PLACE North Andover MA 01845 2.PLANS REFERENCE MA STATE PLANE MAINLAND ZONE NAD83 AND TO AIRFIELD GATES AT ALL TIMES.ANY TEMPORARY RESTRICTIONS, IDENTIFIED AND COORDINATED WITH THE ENGINEER. HAVE ALL UTILITIES LOCATED AND MARKED. THROUGHOUT CONSTRUCTION UNTIL FINAL SITE STABILIZATION IS VERTICAL DATUM NAVD88. CLOSURES,OR MODIFICATIONS TO GATE ACCESS REQUIRED FOR COMPLETE AND 85%GROWTH OF VEGETATIVE COVER HAS BEEN Owner: CONSTRUCTION SHALL BE COORDINATED IN ADVANCE WITH THE AIRPORT 3.ALL PROPOSED STRUCTURES,SIDEWALKS,AND PAVEMENTS SHALL BE 2.THE SITE IS SERVED BY MUNICIPAL WATER AND SEWER.CONTRACTOR ESTABLISHED. 3.PROPERTY LOCATED AT 492 BUTTON STREET NORTH ANDOVER, COMMISSION AND THE TOWN OF NORTH ANDOVER,INCLUDING THE FIRE SHALL COORDINATE WITH THE LOCAL WATER DEPARTMENT FOR ACCESS Lawrence Municipal Airport MASSACHUSETTS. DEPARTMENT AND EMERGENCY RESPONDERS. INSTALLED IN ACCORDANCE WITH THE PLAN GRADES,OR AS OTHERWISE 3 TO WATER DURING CONSTRUCTION.CONTRACTOR SHALL COORDINATE US EXPOSED SOIL AREAS SHOULD BE TEMPORARILY 492 Sutton Street DIRECTED BY THE ENGINEER. TEMPORARY WATER SERVICE WITH THE TOWN OF NORTH ANDOVER AND .DISTURBED North Andover MA 01845 4.ASSESSORS MAP:MAP 75,LOT 1B. STABILIZED USING SEEDING OR MULCH AS SOON AS POSSIBLE.NO 3.WHERE PRIMARY GATE ACCESS IS IMPACTED BY CONSTRUCTION,THE 4.ALL PROPOSED PAVEMENT ELEVATIONS SHOWN ADJACENT/ALONG PROVIDE BACKFLOW PREVENTION IN ACCORDANCE WITH LOCAL PORTION OF THE SITE SHOULD REMAIN UNSTABILIZED FOR MORE THAN t.978.794.5880 CONTRACTOR SHALL UTILIZE THE DESIGNATED SECONDARY ACCESS REQUIREMENTS. SIX MONTHS OR LONGER THAN NECESSARY TO COMPLETE THE 5.EXISTING USE:LAWRENCE MUNICIPAL AIRPORT ADMINISTRATION CURBING REPRESENT GUTTER LINE ELEVATIONS(BOTTOM OF CURB) GATE.THE TIMING,DURATION,AND OPERATION OF SECONDARY ACCESS ASSOCIATED WORK. BUILDING INCLUDING RESTAURANT SPACE UNLESS OTHERWISE NOTED. PROPOSED USE:LAWRENCE MUNICIPAL AIRPORT ADMINISTRATION SHALL BE COMMUNICATED AND APPROVED BY THE AIRPORT COMMISSION 3.CONTRACTOR SHALL COMPLY WITH OSHA TRENCHING AND SHORING j76,rwc7ssDL_1*T BUILDING INCLUDING RESTAURANT SPACE PRIOR TO IMPLEMENTATION. REQUIREMENTS FOR ALL UTILITY TRENCHING AND INSTALLATION. 4.EROSION CONTROL DEVICES SHALL BE REGULARLY MONITORED, 5.CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE AWAY FROMa� BUILDINGS. MAINTAINED,AND REPLACED OR REPAIRED AS NEEDED THROUGHOUT 6.ALL CONSTRUCTION MUST COMPLY WITH THE APPLICABLE CODES, 4.THE CONTRACTOR SHALL PROVIDE ADVANCE NOTICE OF ANY CHANGES 4.WATER SERVICE INSTALLATION SHALL CONFORM TO TOWN OF NORTH CONSTRUCTION.INSPECTIONS SHALL OCCUR WEEKLY AND IMMEDIATELY STANDARDS,AND REGULATIONS OF THE TOWN OF NORTH ANDOVER, TO AIRFIELD ACCESS OR SECURITY,INCLUDING PHASING OF WORK THAT ANDOVER DEPARTMENT OF PUBLIC WORKS(DPW)WATER DIVISION BEFORE AND AFTER EACH RAIN EVENT. MassDOT-AD Job No.: COMMONWEALTH OF MASSACHUSETTS,AND ALL RELEVANT FEDERAL IMPACTS GATE OPERATIONS.NO CHANGES SHALL BE MADE WITHOUT 6.WHERE PROPOSED PAVEMENT MEETS EXISTING,EXISTING PAVEMENT STANDARDS. ASMP-2026-LWM-32-SAAB-Ph-4a AGENCIES. PRIOR APPROVAL. SHALL BE SAWCUT AND A PAVEMENT JOINT SHALL BE INSTALLED TO ENSURE A SMOOTH AND CONTINUOUS GRADE. 5.DEWATERING DISCHARGE SHALL BE DIRECTED TO A STABILIZED 5.THE CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES TO SEDIMENT CONTROL DEVICE SUCH AS A FILTER BAG,SEDIMENT TRAP,OR Architect: 7.ALL SITE AND BUILDING CONSTRUCTION SHALL COMPLY WITH THE RULES 5.THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE FAA AND DISCONNECT AND CAP ALL UTILITIES SERVING FEATURES TO BE OTHER PRACTICE AS APPROVED BY THE ENGINEER. AND REGULATIONS OF THE AMERICANS WITH DISABILITIES ACT(ADA)OF AIRPORT AUTHORITY REQUIREMENTS. 7.IN LANDSCAPED AREAS,THE TOP/RIM ELEVATION OF MANHOLES SHALL DEMOLISHED. Fennick 1990 AND THE MASSACHUSETTS ARCHITECTURAL ACCESS BOARD(AAB) MATCH THE FINISH GRADE OF THE TOPSOIL.IN PAVED AREAS,THE McCredie REGULATIONS,LATEST EDITION. TOP/RIM ELEVATION OF MANHOLES SHALL MATCH FINISH GRADE. 6.DURING CONSTRUCTION,AREAS OF EXPOSED SOIL THAT WILL NOT BE 6.CONSTRUCTION EQUIPMENT AND MATERIALS SHALL NOT BE STORED OR 6.ALL NEW ELECTRIC AND COMMUNICATION LINES SHALL BE INSTALLED COVERED AND GRADED TO FINISH GRADE SHALL BE STABILIZED AS SOON Architecture 8.THE CONTRACTOR IS RESPONSIBLE FOR ALL MEANS,METHODS, OPERATED WITHIN RESTRICTED AIRFIELD AREAS WITHOUT UNDERGROUND IN CONFORMANCE WITH THE UTILITY COMPANY'S AS PRACTICABLE BUT NOT MORE THAN 14 DAYS AFTER THE 70 Franklin Street TECHNIQUES,SEQUENCES,AND PROCEDURES OF CONSTRUCTION FOR AUTHORIZATION. 8.ALL PROPOSED CATCH BASINS SHALL BE CONSTRUCTED WITH 4-FOOT SUMPS.OUTLETS SHALL BE FITTED WITH AN APPROVED OUTLET HOOD TO SPECIFICATIONS. CONSTRUCTION ACTIVITY.TEMPORARY EROSION CONTROL MEASURES Boston,Ma 02110 SHALL INCLUDE EROSION CONTROL MESH,NETTING OR MULCH AS THIS PROJECT.ALL CONSTRUCTION SHALL CONFORM TO THESE PLANS. PREVENT SEDIMENT MIGRATION. t.617.350.7900 7.THE CONTRACTOR SHALL COORDINATE ALL UTILITY SHUTDOWNS AND 7.ALL CONCRETE FOR ENCASEMENTS SHALL HAVE A MINIMUM 28 DAY DIRECTED BY THE ENGINEER.IF MULCH IS USED,STRAW MULCH SHALL BE f.617.350.0051 9.LOCATIONS OF EXISTING SUBSURFACE UTILITIES SHOWN ON THESE SERVICE INTERRUPTIONS WITH AIRPORT OPERATIONS. COMPRESSIVE STRENGTH OF 3,000 PSI. APPLIED AT THE RATE OF 4 BALES PER 1,000 SQUARE FEET.APPLICATION PLANS ARE BASED UPON RECORDS AVAILABLE AND ARE NOT 9.ALL ROOF DRAIN PIPE SHALL BE 6"PVC(SDR-35)BELL&GASKET SPIGOT, AREA SHALL BE COVERED WITH MULCH TO AVOID VISIBLE SOIL Structural Engineer: GUARANTEED.LOCATIONS OF EXISTING UTILITIES SHALL BE VERIFIED BY 8.SECURITY FENCING CANNOT BE REMOVED WITHOUT THE PERMISSION OF EXCEPT WITHIN 10 FEET OF A BUILDING FOUNDATION WHERE CAST IRON EXPOSURE. MCNarama Salvia PIPE SHALL BE USED.COORDINATE WITH PLUMBING ENGINEER AND/OR 8.ANY UTILITY FIELD ADJUSTMENTS SHALL BE APPROVED BY THE ENGINEER THE CONTRACTOR PRIOR TO PERFORMING ANY WORK. THE AIRPORT MANAGER.TEMPORARY SECURITY FENCING SHALL BE INSPECTOR. OF RECORD AND COORDINATED WITH THE APPROPRIATE LOCAL UTILITY 1 Federal Street#3710 INSTALLED PRIOR TO REMOVAL OF EXISTING FENCING. COMPANY. 7.IF DISTURBED AREAS DO NOT RECEIVE FINAL SEEDING BY OCTOBER 1ST Boston,Ma 02110 10.THE CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SECURITY,SAFETY, OF THE CONSTRUCTION YEAR,THEN ALL DISTURBED AREAS SHALL BE t.617.737.0040 AND PROTECTION OF THE 10.MINOR FIELD ADJUSTMENTS MAY BE MADE BY THE CONTRACTOR TO SEEDED WITH A WINTER COVER CROP AT THE RATE OF 3 LBS PER 1,000 g PUBLIC AND ADJACENT PROPERTIES DEMOLITION NOTES: ACHIEVE POSITIVE DRAINAGE,SUBJECT TO REVIEW AND APPROVAL BY CONTRACTOR SHALL PROVIDE MARKING TAPE FOR ALL UNDERGROUND SQUARE FEET.WINTER SEEDING SHALL BE COVERED WITH EROSION 1.DEMOLITION ACTIVITIES SHALL ADHERE TO ALL FEDERAL,STATE,AND THE ENGINEER. UTILITIES. CONTROL MESH. MEPFP Engineer: 11.NO EXCAVATION SHALL BE LEFT OPEN AND UNPROTECTED AT THE END LOCAL REGULATIONS.EROSION AND SEDIMENTATION CONTROL ARUP US,Inc. OF A WORK DAY.APPROPRIATE BARRIERS OR PLATING SHALL BE MEASURES MUST BE INSTALLED PRIOR TO THE START OF DEMOLITION. 11.ALL ADA ACCESSIBLE WALKWAYS AND CROSSWALKS SHALL NOT EXCEED 10.ALL SEWER SERVICES SHALL BE PVC SDR-35 PIPE,WITH A MINIMUM 8,SILT SACKS SHALL BE INSTALLED AT ALL EXISTING&PROPOSED CATCH 60 State Street PROVIDED. 5%RUNNING SLOPE AND 2%CROSS SLOPE.ACCESSIBLE RAMPS SHALL SLOPE OF 2%UNLESS OTHERWISE NOTED. BASINS.NO SEDIMENTS SHALL ENTER THE DRAINAGE SYSTEMS AT ANY Boston,Ma 02109 2.THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THE SAFETY OF ALL NOT EXCEED 8.33%RUNNING SLOPE AND 2%CROSS SLOPE.RAMPS TIME. t.617.864.2987 12.ALL DISTURBED AREAS NOT DESIGNATED FOR IMPROVEMENT SHALL BE 11.A MINIMUM OF 10 FEET CLEAR HORIZONTALLY SHALL BE MAINTAINED RESTORED TO ORIGINAL OR BETTER CONDITION. PERSONNEL AND PREVENTING DAMAGE TO ADJACENT STRUCTURES AND SHALL NOT EXCEED 2.5 FEET IN ELEVATION CHANGE OR 30 FEET IN SITE IMPROVEMENTS DURING DEMOLITION. LENGTH BEFORE PROVIDING A LEVEL LANDING,NOT EXCEEDING 2%IN BETWEEN WATER MAINS AND SANITARY SEWER MAINS AND/OR STORM 9.PAVED AREAS SHALL BE KEPT CLEAN AND FREE OF SEDIMENT AT ALL 13.THE CONTRACTOR SHALL NOTIFY AND COORDINATE WITH DIGSAFE AT 811 ALL DIRECTIONS.ACCESSIBLE PARKING STALLS AND ACCESS AISLES DRAINS.WHEN CONDITIONS PREVENT ACHIEVING A SEPARATION OF 10 TIMES.SWEEPING SHALL BE PERFORMED AS REQUIRED TO PREVENT Civil Engineer: PRIOR TO ANY EXCAVATION. 3.THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING A DEMOLITION CANNOT EXCEED 2%SLOPE IN ANY DIRECTION.PRIOR TO FEET LATERALLY,THE WATER MAIN SHALL BE LAID IN A SEPARATE TRACKING OF SEDIMENT. McClure PERMIT FROM THE MUNICIPALITY PRIOR TO COMMENCEMENT OF THE CONSTRUCTION,CONTRACTOR SHALL NOTIFY ENGINEER OF ANY TRENCH AND THE VERTICAL SEPARATION BETWEEN THE UTILITIES SHALL 225 Friend Street#805 14.CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS WORK. DISCREPANCIES. BE AT LEAST 18 INCHES. 10.STOCKPILED MATERIALS SHALL BE PLACED ONLY IN AREAS SHOWN ON Boston,Ma 02114 REQUIRED FOR CONSTRUCTION ACTIVITIES. THE PLANS.STOCKPILES SHALL BE PROTECTED BY SEDIMENT CONTROLS t.617.466.6765 4.DEMOLITION ACTIVITIES SHALL BE CONDUCTED IN A MANNER TO ENSURE 12.THE CONTRACTOR SHALL COORDINATE THE SCHEDULE AND TIMING OF 12.ALL WATER PIPE SHALL BE COPPER(TYPE K)UNLESS OTHERWISE NOTED. AND SEEDED TO PREVENT EROSION.THESE MEASURES SHALL REMAIN 15.ALL CONSTRUCTION SHALL CONFORM TO THE APPLICABLE LOCAL MINIMUM INTERFERENCE WITH PUBLIC ACCESS AREAS INCLUDING ROADS, FINAL GRADING WITH LOAM AND SEEDING OPERATIONS. UNTIL ALL MATERIAL HAS BEEN PLACED OR DISPOSED OFF SITE. REGULATIONS INCLUDING PUBLIC WORKS AND ENGINEERING STANDARDS, SIDEWALKS,AND ADJACENT FACILITIES.PROVIDE ALTERNATE ROUTES 13.THE CONTRACTOR SHALL PERFORM TEST PITS AS NECESSARY TO COMMONWEALTH OF MASSACHUSETTS,AND MASSACHUSETTS AROUND CLOSED OR OBSTRUCTED TRAFFIC WAYS. 13.PIPE DATA PROVIDED ON PLANS IS CALCULATED TO CENTER OF VERIFY THE LOCATION,SIZE,AND ELEVATION OF EXISTING UTILITIES 11.ALL DISTURBED AREAS SHALL BE LOAMED AND SEEDED.A MINIMUM OF 4 DEPARTMENT OF TRANSPORTATION(MASSDOT) STRUCTURE. PRIOR TO INSTALLATION OF PROPOSED UTILITIES.SUBSURFACE UTILITY INCHES OF LOAM SHALL BE INSTALLED WITH NO LESS THAN ONE POUND REQUIREMENTS. 5.ALL EXISTING UTILITY DISCONNECTIONS SHALL BE COORDINATED WITH INVESTIGATION METHODS MAY INCLUDE,BUT ARE NOT LIMITED TO,TEST OF SEED PER 50 SQUARE YARDS OF AREA. ��PVtN Of Mgssq� THE RESPECTIVE UTILITY PROVIDER. PITS,VACUUM EXCAVATION,GROUND PENETRATING RADAR(GPR),AND 2 UNDSEY 16.ALL WORK SHALL CONFORM TO THE MASSDOT STANDARD 14.ALL PROPOSED DRAINAGE STRUCTURES SHALL BE CLEANED PRIOR TO o CCTV INSPECTION. DITONNO SPECIFICATIONS FOR HIGHWAYS AND BRIDGES,2026 EDITION(EFFECTIVE FINAL ACCEPTANCE. 12.MULCH SHALL BE MOWINGS OF CACHEABLE HERBACEOUS GROWTH, CIVIL FEBRUARY 21,2026),AND ALL APPLICABLE SUPPLEMENTAL 6.USE WATER OR ALTERNATIVE APPROVED DUST CONTROL METHODS TO FREE FROM NOXIOUS WEEDS OR WOODY STEMS,AND SHALL BE DRY.NO SPECIFICATIONS,SPECIAL PROVISIONS,AND AMENDMENTS THERETO, LIMIT THE AMOUNT OF DUST IN THE AIR DURING DEMOLITION. 14.THE CONTRACTOR SHALL SUPPORT AND PROTECT ALL EXISTING No.51161 15.SUBGRADE SHALL BE PROOF-ROLLED IN THE PRESENCE OF THE SALT HAY SHALL E USED. 'Oya�S AND ALL APPLICABLE LOCAL REGULATIONS INCLUDING PUBLIC WORKS UTILITIES DURING CONSTRUCTION.TEMPORARY SUPPORT SYSTEMS AND ENGINEERING STANDARDS. ENGINEER.UNSUITABLE MATERIAL SHALL BE REMOVED AND REPLACED SlONALEN 7.EXPLOSIVES ARE PROHIBITED UNLESS OTHERWISE NOTED. SHALL BE DESIGNED BY PROFESSIONAL ENGINEER LICENSED IN THE WITH APPROVED STRUCTURAL FILL.NO PAVEMENT,STRUCTURE,OR 13.SEED MIX SHALL BE EQUAL PARTS OF RED FESCUE(CREEPING), COMMONWEALTH OF MASSACHUSETTS WHEN REQUIRED. r7 17.CONTRACTOR TO MAINTAIN ACCESS FOR EMERGENCY VEHICLES AT ALL LOAM AND SEEDING OPERATIONS SHALL BE PERFORMED ON FROZEN KENTUCKY BLUEGRASS,REDTOP,PERENNIAL RYEGRASS. 8.ALL VOIDS RESULTING FROM DEMOLITION SHALL BE BACKFILLED WITH r /'k TIMES. COMPACTED,GRANULAR MATERIAL FREE OF ORGANICS AND DEBRIS. SUBGRADE. 15.ALL UTILITY TRENCH BACKFILL WITHIN PAVED AREAS SHALL CONFORM TOv y s�aPa 6v uasey o�raa BACKFILL SHALL BE PLACED IN LIFTS NOT EXCEEDING 6 INCHES AND MASSDOT STANDARD SPECIFICATIONS FOR GRAVEL BORROW,DENSE 14.AFTER ALL DISTURBED AREAS HAVE BEEN STABILIZED,TEMPORARY Dale:2026.07.13 10 31 4414'00 18.THE CONTRACTOR SHALL ADHERE TO ALL PERMIT CONDITIONS ISSUED COMPACTED TO 95%OF MAXIMUM DRY DENSITY PER ASTM D1557. 16.ALL DRAINAGE STRUCTURES SHALL BE DESIGNED AND CONSTRUCTED TO EROSION CONTROL MEASURES ARE TO BE REMOVED. BY LOCAL,STATE,AND FEDERAL AGENCIES. GRADED CRUSHED STONE,OR CONTROLLED DENSITY FILL AS Stamp: RESIST FLOTATION.CONTRACTOR SHALL ASSUME GROUNDWATER MAY APPROPRIATE. 19.CONTRACTOR SHALL PROVIDE RECORD DRAWINGS PREPARED BY A 9.ALL DEBRIS AND WASTE RESULTING FROM DEMOLITION SHALL BE BE PRESENT AT OR NEAR SUBGRADE.ALL STRUCTURES LOCATED WITHIN 15.CONSTRUCTION SEQUENCE SHALL GENERALLY BE AS FOLLOWS: MASSACHUSETTS LICENSED LAND SURVEYOR DOCUMENTING ALL REMOVED FROM THE SITE AND DISPOSED OF IN ACCORDANCE WITH ALL PAVED AREAS SHALL BE SET FLUSH WITH FINISH GRADE AND ADJUSTED 16.ALL DRAINAGE AND UTILITY STRUCTURES,PIPING,AND APPURTENANCES 15.1.INSTALL TEMPORARY SEDIMENTATION AND EROSION CONTROL CONSTRUCTED SITE IMPROVEMENTS,UTILITIES,AND STRUCTURES. APPLICABLE REGULATIONS.NO MATERIALS SHALL BE STORED,SOLD,OR AS NECESSARY.PIPE MATERIAL TRANSITIONS SHALL BE MADE USING SHALL BE DESIGNED TO WITHSTAND HS-20 LOADING UNLESS OTHERWISE DEVICES. CERTIFICATION SHALL STATE THAT THE WORK HAD BEEN CONSTRUCTED I BURNED ON SITE. MANUFACTURED TRANSITION COUPLINGS COMPATIBLE WITH BOTH PIPE NOTED. 15.2.REMOVE TREES,PLANTINGS,AND VEGETATION INDICATED TO BE NOT FOR IN GENERAL CONFORMANCE WITH THE APPROVED PLANS. TYPES. REMOVED.REMOVE STUMPS WHERE REQUIRED. 10.SHUT OFF,DISCONNECT,AND SEAL ALL UTILITIES SERVING ANY 15.3.REMOVE AND STOCKPILE TOPSOIL;STOCKPILE SHALL BE SEEDED CONSTRUCTION 20.ALL BOARD OF HEALTH PERMITS MUST BE OBTAINED PRIOR TO STRUCTURES INDICATED TO BE DEMOLISHED PRIOR TO SAFETY AND PHASING NOTES: 17.ALL STRUCTURES SHALL BE DESIGNED AND CONSTRUCTED TO RESIST AND CONTAIN A PERIMETER SEDIMENTATION BARRIER. OPERATION. FLOTATION.CONTRACTOR SHALL ASSUME GROUNDWATER MAY BE COMMENCEMENT THE DEMOLITION ACTIVITY.LOCATE ALL UTILITY, 1. CONTRACTOR 15.4.CONSTRUCT DRAINAGE SYSTEM,PROTECTING ALL INLETS TO THE INSTALL AND MAINTAIN TRAFFIC CONTROL ADJACENT PRESENT AT OR NEAR SUBGRADE UNLESS OTHERWISE NOTED. SYSTEM WITH SEDIMENTATION BARRIERS. 21.THE CONTRACTOR SHALL MAINTAIN SAFE AND CONTINUOUS VEHICULAR DRAINAGE,AND SANITARY LINES AROUND THE DEMOLITION.PROTECT TO ALL TEMPORARY CONSTRUCTION ACCESS POINTS IN ACCORDANCE ALL ACTIVE DRAINAGE OR UTILITY LINES.NOTIFY THE ENGINEER 48 WITH THE FEDERAL HIGHWAY ADMINISTRATION MANUAL ON UNIFORM 15.5.PERFORM SITE GRADING WORK TO ACHIEVE PROPOSED SUBGRADE AND PEDESTRIAN ACCESS TO ADJACENT ROADWAYS,BUILDINGS,AND HOURS IN ADVANCE OF ANY UTILITY SERVICE INTERRUPTIONS.NOTIFY TRAFFIC CONTROL DEVICES(MUTCD)AND MASSACHUSETTS DEPARTMENT 18.THE CONTRACTOR SHALL MAINTAIN CONTINUOUS OPERATION OF ELEVATIONS.PROVIDE ADDITIONAL SEDIMENTATION BARRIERS FACILITIES AT ALL TIMES UNLESS OTHERWISE APPROVED BY THE OWNER. ALL APPLICABLE UTILITY COMPANIES TO ENSURE CONTINUATION OF THE OF TRANSPORTATION STANDARDS DURING HAULING OPERATIONS. EXISTING UTILITIES SERVING THE SITE AND ADJACENT PROPERTIES WHERE NECESSARY TO PREVENT MIGRATION OF SEDIMENTS SERVICE. UNLESS OTHERWISE APPROVED. OFFSITE. No. Date Revision 22.ALL TEMPORARY TRAFFIC CONTROL DEVICES, I AND PAVEMENT 15.6.PERFORM UTILITY WORK,INCLUDING TRENCHING FOR AND MARKINGS SHALL CONFORM TO THE LATEST EDITION O OF THE MANUAL ON 2.THE CONTRACTOR SHALL INSTALL THE TEMPORARY FENCE AND RECEIVE UNIFORM TRAFFIC CONTROL DEVICES(MUTCD)AND MASSDOT 11.FEATURES LABELED ON THE PLANS"TO BE REMOVED"OR"REMOVE AND FINAL APPROVAL OF THE FENCE BY LAWRENCE MUNICIPAL AIRPORT 19.ALL EXISTING UTILITIES THAT CONFLICT WITH PROPOSED CONSTRUCTION INSTALLATION OF EXISTING AND PROPOSED UTILITY CONNECTIONS, STANDARDS. DISPOSE"ARE DESIGNATED FOR DEMOLITION.ALL OTHER EXISTING AUTHORITIES BEFORE THE EXISTING AIRFIELD SECURITY FENCE,AND THE SHALL BE COORDINATED WITH THE ENGINEER AND THE RESPECTIVE SERVICES,AND STRUCTURES. FEATURES SHALL REMAIN UNLESS SPECIFIED OTHERWISE. PEDESTRIAN GATE CAN BE REMOVED AND PRIOR TO THE UTILITY COMPANY PRIOR TO RELOCATION OR MODIFICATION. 15.7.PERFORM TEMPORARY SEEDING WHERE REQUIRED TO STABILIZE 23.THE CONTRACTOR SHALL PREPARE AND SUBMIT A TRAFFIC COMMENCEMENT OF WORK IN THE AREA. EXPOSED SOILS AND CUT AND FILL SLOPES. MANAGEMENT PLAN FOR REVIEW AND APPROVAL BY THE ENGINEER AND 12.CONTRACTOR SHALL PROTECT EXISTING TREES AND PLANTINGS, 20.ALL UTILITY WORK SHALL COMPLY WITH THE REQUIREMENTS OF THE 15.8.PERFORM ROUTINE INSPECTIONS AND MAINTENANCE OF TEMPORARY OWNER PRIOR TO COMMENCEMENT OF WORK WITHIN OR ADJACENT TO WALLS,PAVEMENTS,AND SITE FEATURES NOT DESIGNATED SAFETY MARKING ITEMS NOTES: TOWN OF NORTH ANDOVER,MASSDOT,AND ALL APPLICABLE UTILITY EROSION AND SEDIMENTATION CONTROLS.REFER TO OPERATION ROADWAYS. AND MAINTENANCE PLAN FOR DETAILED REQUIREMENTS.PROVIDE FOR REMOVAL. 1. CONTRACTOR AND ANY SUBCONTRACTOR SHALL BE RESPONSIBLE FOR COMPANIES. INSPECTION REPORTS AS REQUESTED. 24.TEMPORARY PEDESTRIAN ROUTES SHALL BE PROVIDED AND SHALL ALL FOREIGN OBJECT DEBRIS(FOD)ON EXISTING AND PROPOSED 15.9.PREPARE FOR AND BEGIN EXCAVATION FOR BUILDING STRUCTURES. COMPLY WITH ADA AND MASSACHUSETTS ARCHITECTURAL ACCESS 13.ANY DAMAGE TO EXISTING ROADWAYS,INFRASTRUCTURE,OR PAVEMENTS.IT IS THE CONTRACTORS RESPONSIBILITY TO MAKE SURE 21.THE CONTRACTOR SHALL ATTEND A PRECONSTRUCTION MEETING WITH 15.10.COMPLETE PAVING OF PARKING AREAS,DRIVEWAYS,AND ACCESS BOARD(AAB)REQUIREMENTS. PROPERTIES SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. ALL FOD IS REMOVED PRIOR TO OPENING OF AIRPORT AREAS. THE OWNER AND ENGINEER PRIOR TO COMMENCEMENT OF UTILITY ROUTES. Job No.: 2025000039 WORK. 15.11.PERFORM FINAL SEEDING AND LANDSCAPING. Drawn By: BLR 25.THE CONTRACTOR SHALL COORDINATE ALL WORK IMPACTING TRAFFIC 14.ALL EXISTING GRASS,LANDSCAPED,OR VEGETATED AREAS WITHIN THE 2.CONTRACTOR IS RESPONSIBLE FOR PROTECTING ALL PRIVATE AND 15.12.REMOVE ALL TEMPORARY EROSION AND SEDIMENTATION CONTROLS Checked By: LAD WITH THE TOWN OF NORTH ANDOVER AND PROVIDE POLICE DETAILS AS LIMITS OF WORK PROPOSED TO BE RECONSTRUCTED AS PAVEMENT, PUBLIC UTILITIES DURING CONSTRUCTION.NOTIFY DIG SAFE PRIOR TO 22.ALL QUANTITIES AND PIPE LENGTHS SHOWN ON THE PLANS ARE UPON FINAL STABILIZATION. REQUIRED. ANY CONSTRUCTION ACTIVITIES. Issue: PERMIT SET SIDEWALK,OR OTHER STRUCTURE SHALL HAVE ALL PLANTINGS, APPROXIMATE AND ARE PROVIDED FOR REFERENCE ONLY. SHRUBS,MULCHES,TOPSOIL,AND ORGANIC MATERIAL REMOVED TO 16.TEMPORARY STABILIZATION SHALL BE PROVIDED WITHIN 14 DAYS OF Date: 06/16/2026 FULL DEPTH PRIOR TO PREPARING SUBGRADE.TOPSOIL SHALL BE 3.CONTRACTOR SHALL NOTIFY ENGINEER&AIRPORT DIRECTOR 72 HOURS 23.FOR SCOPE RESPONSIBILITY BETWEEN CIVIL,PLUMBING,ELECTRIC,SE DISTURBANCE OR AS REQUIRED BY PERMIT CONDITIONS. Scale: AS INDICATED STOCKPILED AND REUSED IN PROPOSED LANDSCAPE AREAS AND/OR IN ADVANCE OF PAVEMENT CLOSURE.AIRPORT MANAGER WILL ISSUE ALL TABLE ON SHEET C106-UTILITY PLAN. REMOVED FROM THE SITE UPON COMPLETION. APPLICABLE NOTAM'S. Drawing Title: 17.THE CONTRACTOR SHALL MAINTAIN A LOG OF EROSION CONTROL g 15.THE CONTRACTOR SHALL INVESTIGATE AND IDENTIFY ALL 4.CONTRACTOR IS RESPONSIBLE FOR KEEPING ALL PUBLIC ACCESS ROADS INSPECTIONS AND CORRECTIVE ACTIONS AS REQUIRED BY PERMIT CIVIL NOTES CLEAN AND OPERABLE FOR AIRPORT TRAFFIC DURING CONSTRUCTION. CONDITIONS. UNDERGROUND STRUCTURES INCLUDING VAULTS,FOUNDATIONS,AND ABANDONED UTILITIES ENCOUNTERED DURING DEMOLITION.ABANDONED 5.CONTRACTOR SHALL PROTECT EXISTING AIRPORT PAVEMENT,NOT STRUCTURES SHALL BE REMOVED OR FILLED AND BACKFILLED IN INCORPORATED IN REMOVALS,FROM DAMAGE.ANY DAMAGE CAUSED BY ACCORDANCE WITH APPLICABLE REGULATIONS. THE CONTRACTOR SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND REPLACED PRIOR TO FINAL PAYMENT. 16.THE CONTRACTOR SHALL CAP OR PLUG ALL ABANDONED UTILITIES IN ACCORDANCE WITH UTILITY COMPANY REQUIREMENTS. Drawing No.: C002 B J HH ,yam \N°Jy° 15,5 A0. \\\�•B 15A f 2� dti 1yr \:B B�f I` BENCH MARK: X CUT ON FLANGE BOLT �y'`R%+3•y ` �1yd�T Apr\ ON HYDRANT a - 0 15d' eyo BENCH MARK: 492 SUTTON STREET P° �'o \ti T ELEVATION=156.78 NAVD88 0 -_ ,j Q r ( ) - SQUARE CUT-CHISEL IN NQ N a 1yy�&E�•!B 9�5 T/ 1y fr FIELD BOOK 766 PAGE 100 sro +� G/O*9d GP CORNER CONCRETE PAD www.nikschenEt Q AIRPORT COWSSNTN q c C G SET ON MAY 5,2020 \hd o ,yd. GP ELEVATION=154.40(DATUM) Q TAX Tar 75-1e \y' 1y yb r 2 Center Plaza,Suite 430 = R�4A-0000-0000.J ti 1y Q`- ,r J J yy 15^ o FIELD BOOK 766 PAGE 103 SET ON MAY 5,2020 6 R-51' Boston,MA 02108 �~ \y'S b s \5 0 1hG R A 15,OOIL/WAF.I 161 P g:y1 ,�i�'+D G j0W 95�'1 p pr'r T:(617)338-0063 ro � +}6 OIL/WATER R=154.oD P \526` 6C(C > r r kpp yd10 o , W 1y \ �* r F:(617)338 6472 - Q OG hB. ►Civil Engineering GR A 5 ►s - o� d� Land Surveying ,h h A/ GPYe1ySbA 1y �G1F yd G by PS�hd�\_ o cc s s ►Transportation Engineering 0 Structural Engineering e N°eG Gy e r r ►►Green of r Infrastructure hi41 1� PlanningoSG GIS•P V1 15. CONCRETE - h Sfit` PAD UNDER OVERHANG 5 I\ �g� no k 551d 1y� G R A S S 1 I I r T '(+�A n 4,�4,o , 0 ,N,p\� yob 0-1 oGPGy yd 15n y 1hd _ (- b N- b� 9 e°t`Nob ood wisp 1g5 1hy Ile ` �6hhf Co x� 1hNG1yf,�" _--the \5.1 \5^''� r R 154.13 t\ } `,9 <n d\yy+O __z -- ,h 01 Co f ,B=141.(fi'P C) \'(F, g..GG0 /fO g 153 i� G \ _ hey ee 0\'(J C=147.8 20 P4 �y 1 15'50 F v r'O GJ` 3. 15p 9 _ _ B hc.. -= l ,-- - 1 1 -u`V 'I'fj ^pP\ f 0C' - _ - 5 T N E \y \.�:o / B G R A 5 5 oyf f '. --(- 'I - 12"D RCP n �^ 'tidy 15 .gE /,tGNG g nPoy n 's,�� 'ss+\yh. ( ) 1yy".`'6 �yd.\�\.s \.,9 \g'S'� s 4• Q r �Lfi" .y2 1Sd _ G .r ,y°'b `1u` hh+� _ �. d y� ,h6�h ys. •<o F B .O ^\ a c+ b S G R A 5 5 Coll'S ` y ^ ` 9 _-- \ \h`}°` SG 1 JJ, r t OgPOC,40 j•(� 9,y®\F�°�1 SI W®L'. F •B �.g3 � •.S BORING B-2 hy+' g i S-' \ SIGN ON .af> .5y8 :' 154x5 F' 3g5 1Y' 0� 0'0d �i' \ 55, r 1 0\ CONCRETE PAD �i •B 1y ` `� -1 , G 6 g \h �6 \ V / F-NP / vi GRASS 1yy. 6 \ 5 n h3+5 •B ,yd'F R=153.67 ZO,' `.� S `--_ C `� c�• g0 � ,i �f r'I 164-4 5 �: [ d ,h' S GRASS y0 R=153.66 \ \ GeP1°G 10"MULCHED AREA ROUNDT G��G11,.Gel-/�B`s�G1aG.1\\ -1yr•'rt_ O ��\Y- f \ t�RE '_ 1N f\ 54.11 .� 154t6 b h Ge F =} 1 S ` `\\.1 _=` ��, g r r 1yg. n4y ° bµ0 ) lyya \ 5by / d \ ,5 v 5A \5y`3 \TUG G _=' , NOTES o� omyl T o \f 5. ,�A 5= 1 e.,y06 yoG .n __ GF h8�' 1 1y86 h� \\\'.\6\ry ob 1 \ 154.10 6 154. } 15 ---" ,� y "`E F \ • 154.7 5. S�. N E 1 1.THIS DOCUMENT IS AN INSTRUMENT OF SERVICE OF NITSCH ENGINEERING.IT IS 154.16 BITUMINOUS CONCRETE \ -- F�` 155 15' 6  \ __ f "O� G 3 _ 1 _-157c3 �'p F -- 1 ISSUED To COX AVIATION,LLC FOR PURPOSES RELATED DIRECTLY AND SOLELY TO 154 38 1y5' \ e - _ ENGINEERING'S SCOPE OF SERVICES UNDER CONTRACT WITH COX AVIATION, i "m 2�v LLC FOR THE LAWRENCE MUNICIPAL AIRPORT PROJECT.ANY USE OR REUSE OF THIS Gc' e \5y+6 t F 1 _ F� \ � m Q \ P F 154:�3 154a79 \ 155:Q GRASS \�1\ -' - �L `J� \ \ . ,5 1571�0 R=15g.01 NITSCH ENGIN ON s _ \ STONE / DOCUMENT FOR ANY REASON BY ANY PARTY FOR PURPOSES UNRELATED DIRECTLY AND SOLELY TO SAID CONTRACT AND PROJECT SHALL BE AT THE USER'S SOLE AND \ 40 EXCLUSIVE RISK AND LIABILITY,INCLUDING LIABILITY FOR VIOLATION OF COPYRIGHT s ig- � - - \y' �115\GJ d1y5�' f -- ---- LA UNLESS WRITTEN AUTHORIZATION IS GIVEN THEREFOR BY NITSCH ENGINEERING. h p3• e` \yh� 'I- \h j r 5'- \5 \b� / / LAWS, t e � 9 \h' y�g\--- eon\�G� ,1, -=` INSTRUMENT SURVEY WHICH OCCURRED MAY 020 AND s GRASS 1 t f * UPDATED ON DECEMBER 024. LO a / 2.THE PURPOSE OF THIS PLAN IS TO SHOW EXISTING CONDITIONS AS THE RESULT C\ OF AN ON THE GROUND INSTRUME 4 2 G ye� 15 \y m �W \y9*k 3.HORIZONTAL COORDINATES REFER TO MASSACHUSETTS STATE PLANE(NAD 83) � LEGEND `� --s 15 y 1h d 157x5 5 q'3,� %0N - /.// 16M BASED ON RTK GPS OBSERVATIONS. ,o \11G I` O \ ^ e°\pN 11 15. f `' A/c \yam T /t' 4 ELEVATIONS REFER TO NORM AMERICAN VERTICAL DATUM OF 1988(NAVD88) ®®® CATCH BASIN e' G R A S 5 0 * / BASED ON RTK CPS OBSERVATIONS. B #157.1 15- CONC.PAD / © CABLE TELEVISION MANHOLE a - � �, yhe ,y 6 .- _ BORING - \ 'I �/ Qo DRAIN MANHOLE \9 ` v150� B-102 157x3 f 5� // 160P 5.LOCATION OF BORINGS B-100 TO B-106 WERE PROVIDED BY COX AVIATION AND Z 00 A _�5 - } TRANSFORMER �� W OO Q ELECTRIC MANHOLE x F 156:2 P-51� b 1 9, 1 BORING ON CONC.PAD // ELEVATIONS INTERPOLATED FROM GROUND SURVEY POINTS N MISCELLANEOUS MANHOLE C%151� \ B-103\ , i- GRAVEL O Qs SEWER MANHOLE 5 6 I 156*9 158.40 t /� 6.THE INFORMATION CONTAINED ON THE DISK OR ELECTRONIC DRAWING FILE J ] O TELEPHONE MANHOLE x 5' o I/ 15px \ y �T�/ 5yxy ACCOMPANYING THIS PLAN MUST BE COMPARED TO THE SEALED AND SIGNED HARD = 1 OW WATER MANHOLE 15 g P n E =156,85 492 SUTTON STREET \\ n 6% COPY OF THE PLAN TO ENSURE THE ACCURACY OF ALL INFORMATION AND TO Q GSoo GAS SHUT-OFF y y 'O_"" N7t= 15 f \ 'F -�,�9' � �� ENSURE NO CHANGES,ALTERATIONS,OR MODIFICATIONS HAVE BEEN MADE.RELIANCE _ wso o WATER SHUT-OFF �\ 6,22 N- '- t T R=156.82 qTY GF CAIIRFN� / \ SHALL NOT BE MADE ON A DOCUMENT TRANSMITTED BY COMPUTER OR OTHER N 0 J H GG 0 GAS GATE ,c MULCH 15 'G a N--- BORING NTT1 157.8 ELECTRONIC MEANS UNLESS FIRST COMPARED TO THE ORIGINAL SEALED DOCUMENT ] wG 0 WATER GATE �, 1 N10 3400 PD TAX LOT 75-18 \16ox0 6' ISSUED AT THE TIME OF THE SURVEY.DUE TO THE CRITICAL NATURE OF SURVEYING, cv o IRRIGATION CONTROL VALVE 156 561a T F Q157.1 \ REbUNE DATA ACQUISITION,AND AUTOCAD PLAN DEVELOPMENT,IF CRITICAL DIMENSIONAL 0 Q Q R= 21 5g.1 m, \ \�C,r CLEANOUT O CLEANOUT J� NV%15 ---' g N Y- %- INFORMATION S NEEDED AND S NOT SPECIFICALLY SHOWN ON THE ELECTRONIC � BWW- BOSTON WATER WORKS x o 0 m� \ ` __� � z DRAWING FILE,PLEASE CONTACT NITSCH ENGINEERING. Q (n FIRE HYDRANT \ -- om '•.. °' 1s7xo 158m a O O H DS O DOWN SPOUT �_-' SH UBS 157*4 159x3 W LL 0 UP`"O, UTILITY POLE IX, _ ;� UTILITY INFORMATION STATEMENT Q U o UP W/UE`� UTILITY POLE WITH CONDUIT LINE TO GROUND -.-6q �, 158x2 16ax4 Z 0 d -Yl.� LIGHT POLE " \ 1581..0 Q LB¢ LIGHT BOLLARD 1 'BORING - 1.THE SUB-SURFACE UTILITY INFORMATION SHOWN HEREON IS COMPILED w D Z ] o LL¢ LANDSCAPE LIGHT -- J - a-101 168K3 BASED ON FIELD SURVEY INFORMATION,RECORD INFORMATION AS O Q a HH- HAND -- __ _,- ; 0158.z ', - � SUPPLIED BY THE APPROPRIATE UTILITY COMPANIES,AND PLAN r 1 LU > O TC O TRASH CAN - - __ 5 �' 159X2 G R A s s 16� INFORMATION SUPPLIED BY THE CLIENT,IF ANY;THEREFORE WE CANNOT V U = FACE o FIRE ALARM CALL BOX EM- v, ✓' GUARANTEE THE ACCURACY OF SAID COMPILED SUB-SURFACE Of . METAL POST o -o GRASS INFORMATION TO ANY CERTAIN DEGREE OF STATED TOLERANCE. ONLY Z W cP. CONCRETE POST GM w 2"G---o GG PM PARKING METER ` m 158.7 _ --i5s.af �� ,' PHYSICALLY LOCATED SUB-SURFACE UTILITY FEATURES FALL WITHIN - 7x7 -� o f x'"' v; NORMAL STANDARD OF CARE ACCURACIES. Z x 0 0 Z � �', `� � 1 -- � G S. SIGN POST 158g0 --t Z O TMA TRAFFIC MAST ARM " '^ - - - \� 16 1evm m 7 2.THE LOCATIONS OF UNDERGROUND PIPES,CONDUITS,AND d OTRSG TRAFFIC SIGNAL --_ -----^,5�`.� '"GRAVELORtvE' -, 1so>.�3 - � STRUCTURES HAVE BEEN DETERMINED FROM SAID INFORMATION,AND ARE � Q � � 0- 0 PEG PEDESTRIAN SIGNAL o - - APPROXIMATE ONLY. COMPILED LOCATIONS OF ANY UNDERGROUND J In Q �5T5 y59,� '� - STRUCTURES,NOT VISIBLY OBSERVED AND LOCATED,CAN VARY FROM �/ 12'� DECIDUOUS TREE WITH TRUNK DIAMETER -^ 157 0 45T e1 r � _ -- _ s�\ \ THEIR ACTUAL LOCATIONS. X Z DO 12"� CONIFEROUS TREE WITH TRUNK DIAMETER r S n v _ rn > METAL 15 t�$,e-- -.-.\ I- LU 0 N BUILDING DS `� - t \ 'f t _-- T 3.ADDITIONAL BURIED UTILITIES/STRUCTURES MAY BE ENCOUNTERED. N HANDICAP PARKING , 15M - sorw3 SPOT ELEVATION ° w 7,§ - sao \' N 6 �� 4.THE STATUS OF UTILITIES,WHETHER ACTIVE,ABANDONED,OR ] CLF CHAIN LINK FENCE 15 T \?:A r - I, REMOVED,IS AN UNKNOWN CONDITION AS FAR AS OUR COMPILATION OF (n BE BITUMINOUS CONCRETE BERM MU CH 1600 o ol`. THIS INFORMATION. SGC SLOPED GRANITE CURB -os TRI 157 3 ,°, ,s` 1 - -' �'o �I` VGC VERTICAL GRANITE CURB - '� - - ° gI 5.IT IS INCUMBENT UPON INDIVIDUALS USING THIS INFORMATION TO It VCC VERTICAL CONCRETE CURB _. � l -,N 1 o.e m°' 'ml N ` UNDERSTAND THAT COMPILING UTILITY INFORMATION IS NOT EXACT,AND WCR WHEELCHAIR RAMP 1 159.w ts�71 `��, I` '` �� . IS SUBJECT TO CHANGE BASED UPON VARYING PLAN INFORMATION EST LANDSCAPE TIMBER �, I 1 lsoss 1sD.7� RECEIVED AND ACTUAL LOCATIONS. R= RIM ELEVATION EQUALS BITUMINOUS CON ETE _ P IN;' I m 1= INVERT ELEVATION EQUALS s } 6.THE ACCURACY OF MEASURED UTILITY INVERTS AND PIPE SIZES IS Ds y la I TH= TOP OF HOOD ELEVATION EQUALS BENCH MARK: -I SUBJECT TO FIELD CONDITIONS,THE ABILITY TO MAKE VISUAL NPv NO PIPES VISIBLE o SPK IN UPOLE OBSERVATIONS,DIRECT ACCESS TO THE VARIOUS ELEMENTS AND OTHER C ADD BORINGS B-100 TO B-107 111D12025 TOW- TOP OF WATER 157„s3 N IZ ELEVATION 159.99(NAVD88) R-161.ss 1 MATTERS. B UPDATE 2020 SURVEY, 121712024 pOOMETAL I'' TUB TRAFFIC CONTROL BOX - 1L FIELD BOOK 766 PAGE 100 EXPAND LIMITS UNDERGROUND LOOP DETECTOR SET ON MAY 5,2020 I 7.THE PROPER UTILITY ENGINEERING/COMPANY SHOULD BE CONSULTED A UTILITY EDITS 51 RUK DETECTABLE WARNING PANEL DS ,, - S - I� I AND THE ACTUAL LOCATIONS OF SUBSURFACE STRUCTURES SHOULD BE solw3Tw TOP OF WALL ELEVATION cLP 73 R=158.20 I VERIFIED IN THE FIELD(VALF.)BEFORE PLANNING FUTURE CONNECTIONS. REV. COMMENTS DATE cary UNDERGROUND CABLE TELEVISION LINE 5701 s I =153.o(s'Pvc) I son CONTACT THE DIG SAFE CALL CENTER AT 1-888-344-7233, REVISIONS D UNDERGROUND DRAIN LINE I I `� SEVENTY-TWO HOURS PRIOR TO EXCAVATION,BLASTING,GRADING, E UNDERGROUND ELECTRIC LINE �' - '," a - I'000R=16t.s6 I --_ AND/OR PAVING. PROJECT#10262.21/16037 G UNDERGROUND GAS LINEMEtAL I 1sp q FILE:16037_TOP02.dwg S UNDERGROUND SEWER LINE m f 1 `�_ 1 I ' ,3 8.AS OF THE DATE OF THIS PLAN RECORD INFORMATION HAS NOT BEEN T T UNDERGROUND TELEPHONE LINE cLF 1sa�x -� ' R 's 5 I zl ` ,ep• RECEIVED BY NITSCH ENGINEERING FOR THE FOLLOWING UTILITIES: SCALE. 1 E2U MBE W UNDERGROUND WATER LINE VERIZON;FIRE ALARM;PAN AM;AND,ENEL POWER. DATE: D CE R3,2024 -- OVERHEAD WIRES 1515q"3 - I_ ol`-- 1596 DES./COMP:ADD/KDA ® MONITORING WELL f R A S 5 .., Iew 1> FIELD BOOK:7661826 CONC.PAD no g I rz,l DRAFTED BY:MBP/CJH BENCH MARK WITH METAL �P CHECKED BY: KDA FUEL TANK I' SHEET:I { BITUMINOUS CONCRETE 159xg 160.4 N =����GP\1KEVIN4S��G, m 1 I D. _ 15 ARSENAULT 15e W ✓ I 1 STORY I .../- M L.� N.A5285 m EX-1 GRAPHIC SCALE II LNG II = gNoesstoe - / 161.4z I. 20 10 0 20 40 60 159 METAL' ! 1/10/2025 SCALE:1"=20' .� \- m " z STORA� o 156r� SHEET 2 I �^' Ga`'TAINER o KEVIN ARSENAULT,PIES#45286 DATE OF 2 REV. �� I KARSENAULT®NITSCHENG.COM P:\15000-16999\16037 Law Airport\Survey\CAD\16037_TOP02.dwg,1/10/2025 6:50:17 AM,AutoCAD PDF(General Documentation).pc3 Project: Lawrence Municipal Airport Administration Building 492 Sutton Street North Andover MA 01845 PHASE 1 WORK AREA MAINTAIN ACCESS TO Owner. PRIMARCOORDINATE TEMPORARY ACCESS SLIDE GATE. Lawrence Municipal Airport COORDINATE TEMPORARY CLOSURES WITH -' CONTRACTOR TO INSTALL TEMP.AIRPORT AIRPORT MANAGER COORDINATE WITH AIRPORT MANAGER FOR 492 Sutton Street SECURITY FENCE PRIOR TO ANY CLOSING OF PRIMARY AIRFIELD ACCESS GATE. DEMOLITION OR FENCE REMOVAL UTILIZE SECONDARY ACCESS DURING CLOSURE North Andover MA 01845 fl o CONTRACTOR TO INSTALL TEMP.AIRPORT PHASE 2 t.978.794.5880 SECUR TY FENCE PRI WORK _ DEMOLITION ON OR FENCE ORE OVAL R TO ANY AREA - ' - - - _ _ � a o 0 0 xii\ ---- ------- -z',-A� 76�r assDOT MassDOT-AD Job No.: TEMP.AIRPORT _-'�. - J. - - - i YA, ' 'h i ae SECURITY FENCE ASMP 2026 LWM 32 SAAB PH 4a TEMP.AIRPORT - y-s'-- �'Y. Architect: CONTRACTOR TO PROVIDE -I= r_ '�� yT L. ,__]' _ . SECURITY FENCE(REMOVE TEMPORARY POWER PRIOR TO - ` _-- - - -- __... UPON COMPLETION OF qV UTILITY DISCONNECTION OF _ ? --y- `. g--- - ®��„yz v = _Yt. _ u PROP.PERMANENT FENCE) _ !j Fennick POWER SUPPLY �McCredie f r- --- - -- ---z s. f ,(," - — Architecture _ - -' J 70 Franklin Street - 5A� Boston,Ma 02110 ` t 9 �� �.�� � t.617 350 7900 ---- 4 f6730005 '_, ; [ TEMP.CONSTRUCTION FENCE(ADJUST PER ,, - - - 1�f _- J ' �-! _ _s' ? CONTRACTOR'S APPROVED PHASING PLAN) i-- -/ _�_� � y ,�•= E Structural Engineer: CONTRACTOR r` - - McNaram Salvia S viia STAGING AREA CONTRACTOR TO ADJUST 1 Federal Street#3710 u -� ' _� i ` -""I CONSTRUCTION FENCING FOR O lII - - Boston,Ma 0211 0 -_ �� �._ TEMPORARY SHUTDOWNS OF© } I = 7 `j,= /j// ,`n S✓ �;� _�!" DRIVEWAYS AND PARKING It.617.737.0040 AREAS FOR UTILITY AND PAVING WORK MEPFP Engineer: /' r ———— —— 60 St US,Inc. __ 1I -� — 60 State Street _ Boston,Ma 9 r s m t� It.617 864 2987 : - z - t -- j eer�.� Civil En McClureg t in — — — 05 Bostone Street# Ma t 617 4666765 t t - t 4 CONTRACTOR r { STAGING a - , v _ - CONTRACT R qeti _ 0 AREA ' No.C SN 161 N 1 t € i f I e t t �SSlONALEN�\ n ! if tJ f i A t yafiy s92Pa e131031y814'0a f�pate:20260]1310'.31.48-04'00' n Stamp: t t,, CONTRACTOR r- _ STAGING AREA r • _ _ � NOT FOR CONSTRUCTION s PHASE 1 GENERALNOTES a No. Date Revision 1. SECURITY FENCING CANNOT BE REMOVED WITHOUT THE PERMISSION OF THE AIRPORT MANAGER.TEMPORARY 1 7/10/2026 SPR-PEER REVIEW COMMENTS SECURITY FENCING MEETING FAA REQUIREMENTS SHALL BE INSTALLED PRIOR TO REMOVAL OF EXISTING FENCING. 2. CONSTRUCTION ACTIVITIES WILL REQUIRE THE PRIMARY AIRFIELD ACCESS GATE BE TEMPORARILY CLOSED TO VEHICLES FOR A SCHEDULED DURATION.CONTRACTOR SHALL SUBMIT THE SCHEDULE FOR CLOSURE OF THE PRIMARY PHASE 2/PHASE 3 AIRFIELD ACCESS TO THE AIRPORT MANAGER FOR APPROVAL.DURING CLOSURE OF THE PRIMARY AIRFIELD ACCESS GATE,EMERGENCY VEHICLE ACCESS TO THE AIRFIELD SHALL BE PROVIDED VIA THE ALTERNATIVE EMERGENCY ACCESS GATE AT 466 SUTTON STREET.LOCATION OF THE EMERGENCY ACCESS GATE IS SHOWN ON SHEET C102.WHEN THE PRIMARY AIRFIELD ACCESS GATE IS OPEN,CONTRACTOR SHALL MAINTAIN A VEHICLE PATH SUITABLE FOR EMERGENCY VEHICLE ACCESS TO THE AIRFIELD AND ALL ACTIVE FACILITIES ON THE PROPERTY THROUGH THE PRIMARY ACCESS GATE AT ALL TIMES. Job No.: 2025000039 7. CONTRACTOR SHALL INFORM THE AIRPORT MANAGER AND TOWN OF NORTH ANDOVER FIRE DEPARTMENT AND Drawn By: LD EMERGENCY SERVICES 48 HOURS IN ADVANCE OF ANY DRIVEWAY SHUTDOWNS OR CHANGES IN AIRFIELD ACCESS GATE Checked By: LAD LOCATION. Issue: PERMIT SET 8. CONTRACTOR SHALL PROVIDE TEMPORARY TRAFFIC CONTROL DEVICES INCLUDING DRUMS,CONES,SIGNAGE, Date: 06/16/2026 FENCING,ETC.AS NECESSARY TO IDENTIFY WORK AREAS AND DISTINGUISH VEHICLE CIRCULATION AND ACCESS Scale: AS INDICATED ROUTES. 9. REMOVE EXISTING PAVEMENT MARKINGS WHERE NECESSARY TO FACILITATE TEMPORARY ACCESS OR TEMPORARY Drawing Title: PARKING,SUBJECT TO THE APPROVAL OF THE AIRPORT MANAGER AND ENGINEER. CONSTRUCTION 10. CONTRACTOR SHALL MAINTAIN ACCESS TO THE EXISTING DUMPSTER/WASTE REMOVAL AREA THROUGHOUT PHASING PLAN CONSTRUCTION. 11. CONTRACTOR SHALL PROVIDE TEMPORARY ELECTRICAL SERVICE TO THE ADJACENT SIRE BUILDING,AIRFIELD ACCESS GATE,GATE CONTROLS,AND SITE AMENITIES BEFORE DISCONNECTION OF SERVICE TO THE EXISTING ADMIN.BUILDING. 12. CONTRACTOR TO TEMPORARILY INSTALL MAILBOXES IN A LOCATION SUITABLE TO THE OWNER DURING CONSTRUCTION OPERATIONS. 13. CONTRACTOR SHALL PROVIDE PUMPS AND ACCESSORIES BETWEEN EXISTING DRAINAGE STRUCTURES TO MAINTAIN Drawing No.: DRAINAGE FLOW WITHIN THE EXISTING SYSTEM DURING DEMOLITION AND CONSTRUCTION OF EXISTING AND PROPOSED 30 15 0 30 ^004 DRAINAGE SYSTEM. /V" GENERAL NOTES Project: 1. CONTRACTOR TO REUSE EXISTING GRANITE CURB TO THE EXTENT Lawrence Municipal Airport FEASIBLE.CONTRACTOR SHALL STACK ALL REMOVED GRANITE Administration Building CURBING ON THE PROJECT SITE FOR REUSE. 492 Sutton Street North Andover MA 01845 REMOVE AND DISPOSE 131 LF B'SECURITY FENCE Owner: DEMOLISH EXISTING BUILDING. REMOVE AND DISPOSE REMOVE AND DISPOSE REMOVE AND DISPOSE EXISTING ONLY AFTER INSTALLATION PROTECT EXISTING DMH REFER TO ARCHITECTURAL EXISTING CONCRETE PADS OF TEMP.SECURITY CONCRETE PADS ALONG UNDERGROUND ELECTRIC AND (TO REMAIN) Lawrence Municipal Airport DEMOLITION PLANS FENCE BUILDING EXTERIOR TELECOM UTILITIES 492 Sutton Street North Andover MA 01845 REMOVE AND RELOCATE SAWCUT EXISTING CUT EXISTING 18"RCP FOR t.978.794.5880 EXISTING HYDRANT PAVEMENT(TYP.) - FUTURE CONNECTION OT REMOVE AND DISPOSE EXISTING r REMOVE AND DISPOSE EXISTING -- £— BOLLARDS AND FOUNDATIONS fic- `A'§ CHAIN LINK FENCE AND POSTS(TYP.) f = MassDOT-AD Job No.: „ CONCRETE G ASS REMOVE AND RELOCATE __- _ _ ASMP-2026-LWM-32-SAAB-PH-4a REMOVE AND DISPOSE OF EXISTING 6"DI GONCRE EXISTING SECURITY GATE PIPE AND ASSOCIATED FITTINGS PAD UND _ _ ACCESS KIOSK _ OVERHAN Architect: CO BETE _ —--,I4 ,, REMOVE AND DISPOSE EXISTING 6' ovERHANc PROTECT EXISTING Fennick CHAIN LINK FENCE AND POSTS(TYP.) j ELECTRICAL STRUCTURES fn McCredie / ° s'D(RCP) (TO REMAIN) Architecture DOOR ON DOOR ON c� ,' i ,f REMOVE AND DISPOSE OF METAL SILL METAL SILL a c EXISTING STRUCTURES(HANDHOLES, 70 Franklin Street EXISTING TRANSFORMER AND PAD IBoston,Ma 02110 / (COORDINATE WITH UTILITY) a Qs o BOLLARDS,ETC)ADJACENT TO THE t.617.350.7900 m EXISTING BUILDING TO BE REMOVED(TYP.) f.617.350.0051 + REMOVE AND DISPOSE e REMOVE AND DISPOSE EXISTING z WOOD-FRAME j BUILDING �0 70±L.F.OF EXISTING 12" Q Structural Engineer: SHURBS AND LANDSCAPING ALONG n z #84 RCP p Tp n BUILDING(TYP.) m REMOVE AND DISPOSE EXISTING McNarama Salvia a TRANS. PROTECT EXISTING N 1 Federal Street#3710 > a / BITUMINOUS CONCRETE REMOVE AND STACK EXISTING SEWER MANHOLE M c DOOR ON T % MAILBOX AND GRANITE POST FOR (TO REMAIN) METAL SIL PAVEMENT- - / (TYP.) Boston,Ma 02110 v RE-INSTALLATION ` f t.617.737.0040 (COORDINATE LOCATION WITH MUL D NCH E OWNER) M CH P VdAL A ss MULCH PROTECT EXISTING + P MEPFP Engineer: ELECTRIC MANHOLES 60SARU S P�COh� GG P " v' £} PUS Inc.{ \ 4 (TO REMAIN) � � State tree - Boston,Ma 02109 CUT AND CAP EXISTING 6"DI WATER t.617.864.2987 p R=1 3.85 REMOVE AND REUSE NPV- A REMOVE AND DISPOSE EXISTING GRANITE CURB Tgl4 / ! EXISTING CONCRETE SIDEWALK CIVII Engineer: T 12 D(R } ° n iea.s — — — — (TYP.) McClure REMOVE AND DISPOSE EXISTING AIRPORT _ BITUMINOUS CONCRETE g t5O AND GRANITE CURB TYP. SECURITY FENCE ��� _rt 18"D(RCP) C=150.9 225 Friend Street#805 i' Boston,Ma 02114 ONCE PROPOSED CHAIN LINK FENCE IS I_ PROTECT EXISTING MANHOLE t.617.466.6765 CONSTRUCTED.EXIST FENCE TO REMAIN (TO REMAIN) UNTIL NEW FENCE IS IN PLACE REMOVE AND DISPOSE OF EXISTING x 1 I = SEWER SERVICE FROM MAIN TO rr 1 I REMOVE AND DISPOSE 91±L.F. BLDG.(28±L.F.) rr S OF EXISTING 18"RCP V1N OF M4S i ONCYAD EP Sq REMOVE EXISTING GAS SERVICE, /f I ITH PLAQUE 02� LINDSEY VALVES,BOXES,AND GAS METER m GRASS Q R A S \\ REMOVE AND DISPOSE DITONN0 (COORDINATE WITH UTILITY PROVIDER) t 1` --- CO Q�o•MULCHED AREA EXISTING CATCH BASIN CIVIL y z .ROUND TREE a No.51161 0 REMOVE AND DISPOSE I V PROTECT EXISTING CB(TO REMAIN) �SS/ONA1.EN���� EXIST.CB _ REMOVE AND DISPOSE _ REMOVE AND DISPOSE 82±L.F. !7 EXISTING PARKING SIGNS ��i GCB I OF EXISTING 18"RCP TYP. // ( ) 1 REMOVE AND DISPOSE OF l yfiys9"Pa6131031yola""a Date.2026.0].13 10'.31.53-04 66 BITUMINOUS CONCRETE PAVEMENT(TYPREMOVE AND DISPOSE E EXISTING ASPHALT BERM(TYP.) p Stam REMOVE&DISPOSE \ rf REMOVE AND DISPOSE EXISTING ASPHALT BERM jr J EXISTING PARKING SIGNS \,ff SAWCUT EXISTING _ PAVEMENT(TYP.) - = REMOVE AND DISPOSE EXISTING NOT FOR SAWCUT EXISTING— rr PAVEMENT(TYP.) LANDSCAPING MULCH AND 10"TREE CONSTRUCTION REMOVE AND RELOCATE EXISTING FLAGPOLE AND GRANITE MEMORIAL ` CUT EXISTING 18"RCP FOR ' r FUTURE CONNECTION REMOVE PORTION OF EXISTING STRIPING No. Date Revision k THAT EXTENDS BEYOND SAWCUT LINE - _ Job No.: 2025000039 f` Drawn By: BLR/AS l^ = Checked By: LAD Issue: PERMIT SET Date: 06/16/2026 Scale: AS INDICATED Drawing Title: CONTRACTOR TO STRIP AND STOCKPILE TOPSOIL AND PREPARE DEMOLITION FOR STORMWATER BASIN CONSTRUCTION PLAN Drawing No.: 20 10 0 20 C 1 01 Project: TABLE OF ZONING REGULATIONS Lawrence Municipal Airport Administration Building PRIMARY AIRFIELD MAP 34A BLOCK 75 LOT 1 B 492 LIMITS OF EXISTING Nor LAWRENCE MUNICIPAL ACCESS GATE NORTH ANDOVER,MA Sutton Street ADMINISTRATION BUILDING AIRPORT(LWM) EXIST. ZONE:INDUSTRIAL 2 DISTRICT North Andover MA 01845 (TO BE RAZED) AIRFIELD AIRPORT SECURITY FENCE Owner: REQUIRED EXISTING PROPOSED EXIST.DUMPSTER Lawrence Municipal Airport ENCLOSURE TO REMAIN LOT AREA,MINIMUM(SF) 80,000 493.77 AC UNCHANGED 492 Sutton Street North Andover MA 01845 e HEIGHT,MAXIMUM(FT) 55 16'-1" 19'-6" t.978.794.5880 ■ a �• �a■■■ ..■.■■■■♦J' ° STREET FRONTAGE,MINIMUM(FT) 150 1,290'+ UNCHANGED • r /• e ' .ems ♦ �r-------------------- ---------,� � FRONT SETBACK,MINIMUM(FT) 50 582± 563± •i SIDE SETBACK,MINIMUM(FT) 50 1324± 1306± MassDOT-AD Job No.:i PROPOSED i � SNOW REMOVAL ASMP-2026-LWM-32-SAAB-PH-4a ADMINISTRATION REAR SETBACK,MINIMUM(FT) 50 3424± 3407±♦ ; EQUIPMENT(SRE) BUILDING BUILDING Architect: • MAX F.A.R. 0.5:1 <0.5:1 0.0014%INCREASE Fennick ---- --- - - r----------- • I IMcCredie o .0. LOT COVERAGE 35% 35% 0.0014%INCREASE Architecture ° 70 Franklin Street /• e e e e e m e m NOTES Boston,Ma 02110 O; 1. LOT FRONTAGE AND SETBACKS ARE APPROXIMATED BASED ON AVAILABLE t.617.350.7900 BOUNDARY AND GIS DATA. f.617.350.0051 LIMITS OF WORK��' ®_® Structural Engineer: j PARKING REQUIREMENTS McNarama Salvia 1 1 Federal Street#3710 • GFA REQUIRED REQUIRED Boston,Ma 02110 ■ USE REQUIREMENT (SF) SPACES SPACES PROPOSED t.617.737.0040 • / WITH RELIEF 1 RESTAURANT:NON FAST-FOOD, 15.0 PER KSF GFA 2539 39 39 39 AIRPORT SECURITY FENCE ■ I ❑ e NO DRIVE-THROUGH g ■ MEPFP Engineer: y e/ OFFICE AND BUSINESS:BUSINESS OR OFFICE HER 60 St US,Inc.3.0 PER KSF GFA 4534 14 7 7 60 State Street Boston,Ma 02109 • TOTAL 53 46 46 t.617.864.2987 ......■ ......... r............■■■■.. ■■■■..■■■■..■■■■..■■■ i . • PARKING NOTES Civil Engineer: ' 492 SUTTON STREET 1. RELIEF IS REQUESTED FROM SECTION 195-8,PART 1 OF THE NORTH ANDOVER McClure M■•• D CITY OF LAWRENCE BYLAW FOR A REDUCTION IN THE PARKING SPACES REQUIRED FOR THE 225 Friend Street#805 ••.. AIRPORT COMMISSION ADMINISTRATION BUILDING BASED UPON ACTUAL OFFICE USE.RELIEF IS Boston,Ma 02114 /� ■•• ; TAX LOT 75-IB CONTROL TOWER REQUESTED TO REDUCE THE TOTAL REQUIRED SPACES FOR OFFICE AND t.617.466.6765 _ .,• BUSINESS:OTHER BUSINESS OR OFFICE TO 7 FROM 14. • • �s 2. PER THE MASSACH U SETTS STRETCH ENERGY CODE,10%OF TOTAL PARKING •'' •�' _ SPACES SHALL BE EV-READY.BASED ON THE 46 REQUIRED SPACES,5 EV-READY PARKING SPACES ARE PROPOSED NOrMgSS9t / \ ■ 02 LINDSEY I DITONNO s • CIVIL • PROPOSED No.51161 y STORMWATER BASIN PRIMARY A e ■■ ACCESS GATE �SSlpNALEN���� ■ EMERGENCY z y -_ - t '' �/, ACCESS GATE� � _ d@ bv<,�� 1�v�Nsaaev-arevo7a..a �\PROJECT D..202smisi032:0114'00 Q • LOCATION Stamp: Q LIMITS OF + v m O DISTURBANCE o J •,♦�♦ � "'�•y••�• � \ �\ � NOT FOR CONSTRUCTION u •• ,++ ELECTRICAL VAULT LEASE LINE No. Date Revision - �C1 1 7/10/2026 SPR-PEER REVIEW COMMENTS 466 SUTTON SCiT \ 2�fi t STREET Y5 \ fig F.. T 492 SUTTON STREET EXISTING ATHLETIC FACILITY Job No.: 2025000039 AIRFIELD EMERGENCY ACCESS Drawn By: BLR/AS (HOME GROWN LACROSSE) DURING CONSTRUCTION WHEN THE PRIMARY ACCESS GATE IS CLOSED,EMERGENCY Checked By: LAD SERVICES SHALL USE THE EMERGENCY ACCESS GATE LOCATED AT 466 SUTTON Issue: PERMIT SET STREET FOR AIRFIELD ACCESS.. Date: 06/16/2026 Scale: AS INDICATED Drawing Title: TO SUAD N OVERALL SITE RO PLAN Drawing No.: 30 15 0 30 ^w 02 Project: NOTES: Lawrence Municipal Airport 1. SEE SHEET C002 FOR NOTES AND LEGEND INFORMATION. p p 2. REFER TO GRADING&DRAINAGE PLAN,LANDSCAPE PLAN,AND DETAILS FOR VEGETATED Administration Building PROP.PEDESTRIAN GATE PROP.4"LOAM DETENTION AREAS AND STORMWATER BASIN CONSTRUCTION DETAIL. 492 Sutton Street AND SEED(TYP.) 3. EV-READY PARKING SPACES FOR FUTURE EV PARKING SHALL INCLUDE CONDUIT FROM North Andover MA 01845 ELECTRICAL PANEL TO LOCATION OF EV-READY PARKING SPACES FOR FUTURE INSTALLATION OF Owner: PROP.8'STANDARD AIRPORT CHARGERS.BOLLARDS AT EV-READY PARKING SPACES ARE SHOWN FOR FUTURE LAYOUT PROP.CEMENT CONCRETE SIDEWALK(TYP.) SECURITY FENCE PURPOSES.INSTALLATION OF THE EV-READY PARKING AREA BOLLARDS ARE NOT IN CONTRACT. Lawrence Municipal Airport WHEEL STOPS AT ACCESSIBLE EV PARKING STALLS SHALL BE INSTALLED AS PART OF THE p p CONTRACT.REFER TO ELECTRICAL PLANS FOR REQUIREMENTS OF EV-READY ELECTRICAL 492 Sutton Street PROP.CAST IN PLACE CONCRETE SOURCE. North Andover MA 01845 SEATING WALL t.978.794.5880 PROP.8'STANDARD AIRPORT SECURITY FENCE PROP.SAWCUT assDOT PROP.RELOCATION OF EXISTING FLAG POLE PROP.TRANSITION CURB J76r $ cv.ss_A WITH PROP.UPLIGHTING ) PROP.VERTICAL CONIC.CURB 6' MassDOT-AD Job No.: 0 ASMP-2026-LWM-32-SAAB-PH-4a EXISTING AIRFIELD PROP.CEMENT VEHICULAR GATE EXISTING DUMPSTER PROP.RELOCATION OF �_ _ CONCRETE PAVEMENT PAD AND ENCLOSURE Architect: EXISTING MONUMENT _� ——— PROP.TRANSITION CURB TO REMAIN _�'=___ j�� Fennick P McCredieROP.DETECTOR LOOP/ 1 I (CONNECT TO GATE) Architecture PROP.CONCRETE Y 70 Franklin Street EQUIPMENT PAD I I I PROP.BOLLARDS(2) Boston,Ma 02110 RE-INSTALL EXISTING GATE t.617.350.7900 ACCESS CONTROLS \ f.617.350.0051 PROP.ADMINISTRATION BUILDING I 20Ti3 PROP.FULL DEPTH BITUMINOUS 1-STORY/7,069 S.F. 16' CONCRETE PAVEMENT Structural Engineer: McNarama Salvia i a 1 Federal Street#3710 EJ PROP.DETECTABLE I j Boston,Ma 02110 PROP.4"LOAM AND WARNING PANEL t.617.737.0040 SEED(TYP.) J PROP.BOLLARD FCC PROP.8'VINYL COATED o o (TYP.) I - MEPFP Engineer: ARUP US,Inc. CHAIN LINK FENCE ILp o 60 State Street a I PROP.SAWCUT Boston,Ma 02109 PROP.PAD MOUNT TRANSFORMER o t.617.864.2987 (TRANSFORMER BY OTHERS) VCC o e o PAD AND BOLLARDS BY CONTRACTOR R7-8 R7 8 SIGN 13 I C. NBQ LARD Civil Engineer: PROP.5.5'CEMENT I 91, McClure CONCRETE SIDEWALK 7w7 i jf I 25 Friend Street#805 W/VCC L04 ( -, _- _ -, °_ °, •, Boston, a 02114 t.617.466.6765 PROP.VERTICAL PROP.&:WIDE PEDESTRIAN � "Iii—'PROP,CONCRETE SIDEWALK CONCRETE CURB(VCC) a CROSSWALK,(TYP_) . PROP.RELOCATED MAILBOX FUTURE EV PARKING'' I `= SPACES(2) I PROP.SAWCUT PROP.VEGETATED DETENTION AREA 01 Q�' NOE �� �*� (SEE GRADING&DRAINAGE PLAN,LANDSCAPE PLAN) SEE T 3 Q IPROP.VEGETATED DETENTION AREA 02 VjNOrM4SS 11 I (SEE GRADING&DRAINAGE PLAN AND CEP 9�y LANDSCAPE PLAN) LINDSEY PROP.5.5'CEMENT DITONNO CONCRETE SIDEWALK 5,5, CIVIL W/VCC No.51161 { c t? '7' SlONALEN ED DE 1VTIO AREA 0 '.•;VEG TED 1VTI E. VEG 2 PROP.8'VINYL COATED 1 CHAIN LINK FENCE 1 // .: _ _ _ _ _ fFj oiyit511ysgnd by Lna oiTb... oaie PROP.TRANSITION CURB - I...... = _ - :zszs.o�.iaiosz:ia-0ass Stamp: PROP.CEMENT CONCRETE PEDESTRIAN PROP.SAWCUT J EXISTING STRIPING TO NOT FOR CURB RAMP(TYP.) FUTURE EV PARKING REMAIN UNDISTURBED SPACES(3) CONSTRUCTION ----__ SEE NOTE 3 11 , ,' _ -- -- -- - - No. Date Revision PROP.RIPRAP � 4 (D50=6") t � , Job No.: 2025000039 Drawn By: BLR/AS -- t _ 1 _ Checked By: LAD Issue: PERMIT SET Date: 06/16/2026 Scale: AS INDICATED LIMITS OF PROPOSED Drawing Title: STORMWATER BASIN SITE PLAN PROP.BITUMINOUS CONCRETE PAVEMENT F-1 FULL DEPTH PAVEMENT CONSTRUCTION F-1 PROP.CEMENT CONCRETE Drawing No.: SIDEWALK 20 10 0 20 C 1 03 Sta.=2+25.79,158.18'LT NOTES: Project: Sta.=1+71.54,152.25'LT Sta.=2+27.79,158.17'LT 1. FOR CONSTRUCTION LEGEND SEE SHEET C001 Sta.=1+49.66,158.27'LT Sta.=1+71.57,146.77'LT 2. FOR CONSTRUCTION PHASING SEE SHEET C004 Lawrence Municipal Airport Sta.=1+55.71,152.14'LT Sta.=2+25.78,152.18'LT I 3. FOR GRADING&DRAINAGE SEE SHEET C105 Administration Building Sta.=1+55.78,143.99'LT I 4. FOR UTILITIES SEE SHEET C106 Sta.=2+27.76,137.08'LT 5. FOR PAVEMENT&CURB DETAILS SEE SHEET C502 492 Sutton Street Sta.=1+49.79,142.93'LT Sta.=2+25.76,137.32'LT o Sta=2+51.05,137.04 LT 6. FOR CHAIN LINK FENCE DETAIL SEE SHEET C503 North Andover MA 01845 Sta.=0+99.82,134.12'LT �_IIJ� �� --- Owner: Lawrence Municipal Airport Sta.2+30.95,131.80'LT 0../WATER 492 Sutton Street VPARATUY North Andover MA 01845 o t.978.794.5880 Sta.=0+71.9=89.70'LT Sta.=0+71I I MassDOT-AD Job No.. 51.80,85.42'LT �1 I r_Sta.=2+ ASMP-2026-LWM-32-SAAB-PH-4a Sta.=1+28.62,70.00'LT I FCC Architect: Sta.=1+21.62,70.00'LT O° 0 o Sta.2+30.95,69.50'LT BENCH MARK fn McCrFennek Sta.=0+95.59,70.00'LT � McCredie L I Sta.=3+63.43,55.83'LT Architecture Sta.=0+95.59,64.50'LT a N:3085729.27 •FCC• e o FGC I E:758115.89 70 Franklin Street vcC Sta.=1+51.40,70.00'LT I Sta.=2+51.17,54.36'LT Boston,Ma 02110 •O• Sta=1+28.62,64.50'LT Sta.=2+12.62,64.50 LT t.617.350.7900 Sta.=1+21.62 64.50'LT Sta.-2+19.62 f.617.350.0051 64.50'LT i"tI �- � � � � � - Sta=0+61.02,42.57'LT Sta.2+25.95,64.50'LT I Structural Engineer: �u I Sta.2+51.32,37.90'LT MCNararna Salvia 1 Federal Street#3710 Sta.=0+66.37,41.32'LT Boston,Ma 02110 t.617.737.0040 I Sta.=4+00.00 Sta.=0+98.31,20.95'LT Sta.=2+17.87,18.56'LT N:3085722.18 MEPFP Engineer: Sta.1+03.12,16.46 LT E:758182.26 ARUP US,Inc. Sta.2+11.12 14.66'LT I ACC �c 60 State Street Sta.0+85.18,9.78'LT C Boston,Ma 02109 Sta.2+25.12,6.00'LT Sta.1+57.12,3.00'LT Sta.1+65.62,3.50'LT Sta.-2+51.89,5.06'LT CONSTRUCTION BASELINE I t.617.864.2987 ❑ Sta.=1+03.12,3.00 LT Sta.=2+11.12,3.00 LT ,, 0+00 - 0 - 1+0 - - - - + - -+r-� - 3+0 - +50 - 4 Civil Engineer: �' Sta.2+25.12,7.50'RT g RE: ta.=0+00.00 Sta.0+g1.92,4.20 RT Sta.=1+03.12,4.00'RT Sta.=2+11.12,4.00'RT I McClure 3085412.76 = 757928.77 Sta:1+57.12,4.00 RT Sta.1+66.12,4.00'RT = 225 Friend Street#805 Sta.=1+03.12,17.50 RT` _ Boston,Ma 02114 Sta.=2+11.12,16.16 RT I Sta.=2+52.38 24.50'RT t.617.466.6765 Sta.-0+96.04,22.00'RT ----Sta.=0+98.62,22.00'RT ---------------Sta.=2+17.87,20.06'RT ------ Sta.=0+82.38,24.50'RT N Of M4Ss9�ti Sta.=0+40.81,43.93'RT D �� Sta.=0+7g.69,46.09'RT 2 LINDSEY s DITONNO Sta.=0+46.22,44.96'RT CIVIL y No.51161 Sta.=0+63.22,49.06'RT S/ONALEN t . D..2026.07.13 10'.32:25-04'00 -_ Stamp: NOT FOR - CONSTRUCTION 1 No. Date Revision C T BENCH MARK Job No.: 2025000039 Sta.=0+32.10,200.13'RT Drawn By: AS V085310.77 758103.92 Checked By: LAD Issue: PERMIT SET s Date: 06/16/2026 Scale: AS INDICATED Drawing Title: tw SITE LAYOUT PLAN ,t 20 10 0 20 Drawing No.: 104 NOTES: Project: Pipe Table 1.SEE SHEET C002 FOR NOTES AND LEGEND INFORMATION. Lawrence Municipal Airport FROM: Size TYPE OF PIPE Length Slope TO: 2.ALL SPOT GRADES ALONG PROPOSED CURB REPRESENT Administration Building (INCHES) (FEET) THE BOTTOM OF CURB ELEVATION AND THE REVEAL ON EACH CURB SHALL BE 611, AD-02 10 HDPE 48 1.01% DMH-06(5'DIA.) UNLESS OTHERWISE NOTED. Nor Sutton Street North Andover MA 01845 AD-03 12 HDPE 22 4.62% EX-4 3.CONTRACTOR SHALL REFER TO PLUMBING PLANS FOR ROOF DRAIN BUILDING Owner: AD-04 12 HDPE 50 1.98% EX-2 CONNECTIONS. Lawrence Municipal Airport DMH-05 18 RCP 80 0.51% DMH-03 4.REFER TO ARCHITECTURAL DRAWINGS FOR LOCATION,DIMENSIONS,AND DETAILS 492 Sutton Street DMH-04(5'DIA.) 15 RCP 10 0.51% WQU-01 OF ALL DOORS.INTERIOR SLABS SHALL BE PER STRUCTURAL AND ARCHITECTURAL North Andover MA 01845 PLANS. t.978.794.5880 CB-01 12 RCP 20 0.76% DMH-04(5'DIA.) CB-04 12 RCP 34 0.89% DMH-06(S DIA.) 6.AREA DRAIN AD-01 SHALL BE 18"PVC DRAIN BASIN WITH DUCTILE IRON FRAME AND MATCH EXIST.ELEVATION GRATE.AREA DRAINS AD-02 AND AD-04 SHALL BE 12"PVC DRAIN BASINS WITH DOMEJ76�rqssDOTr - DMH-06(5'DIA.) 12 RCP 78 0.51% DMH-04(S DIA.) AT SAWCUT(TYP.) GRATES.AREA DRAIN AD-03 SHALL BE 15"PVC DRAIN BASIN WITH DOME GRATE. -_ CB-03 12 RCP 24 0.84% DMH-04(5'DIA.) MassDOT-AD Job No.: -- ASMP-2026-LWM-32-SAAB-PH-4a AD-01 12 HDPE 43 0.63% DMH-06(5'DIA.) TOP OF SEAT WALL 155.30 - -. Architect: CB-02 12 RCP 9 1.08% DMH-06(S DIA.) rc&ec:ls3.so = - Fennick DMH-03 18 RCP 38 0.52% DMH-02 i 53.sz 53.50 PROP.TRANSITION CURB _ fill MCCredle 153.30 TC:154.20 - DMH-02 18 RCP 78 0.65% DMH-01 - - 54.90 Bc:1s3.7o 153.70 154.40 Architecture 5a.az 70 Franklin Street - s 15a.3z MATCH EXIST.ELEVATION --153.70 a 154.80 154.30 TC:154.40 </ _ 154.90 BC:1sa.00 � AT SAWCUT(TYP.) Boston,Ma 02110 -u 3.80 155.10 154.40 -154.10 �' y t.617.350.7900 Structure Table _ ROOFDRAIN 155°z �S6 o Tc&B:15400 PROP 6 FOUNDATION DRAIN CONNECTION f.617.350.0051 CLEANOUT(TYP.) 15S - ss.10 sa.so P 8 PROP.TRANSITION CURB Structure Name Structure Details .10 _- t ss.ao 1s4.4o Q ec 154.50 Structural Engineer: 154.30 155.16 TC:154.50 RIM=154.25 _ McNarama Salvia AD-02 PROP.ADMINISTRATION BUILDING 154.6c INV.OUT(DMH-06(5'DIA.))=152.00 _ - PROP.6"FOUNDATION DRAIN 1 Federal Street#3710 ` 1-STORY/7,069 S.F. _ � Q n I 155.16 FFE=155.20 Boston,Ma 02110 RIM=154.00 fr PVC ROOF DRAIN AD-03 INV.OUT(EX-4)=152.10 / DMH-04(5'DIA.) INV.OUT=151.50 0 t.617.737.0040 154.ss I RIM=154.76 PROPOSED 6"PVC 155.10 RIM=157.60 ROOF DRAIN INV.IN(CB-03)=151.00 Q AD-04 INV.OUT(EX-2)=153.00 INV.IN(CB-01)=151.03 - Q nARUPUS,I Engineer: INV.IN(BLDG)=151.05 PROPOSED 4" DMH-01 RIM=154.78 INV.IN(DMH-06(5'DIA.))=151.00 PVC ROOF DRAIN I RIM=153.83 60 State Street INV.IN(DMH-05)=150.86 V` 55.10 55.1s INV.OUT(WQU-01)=150.95 INV.OUT=151.20 I _ INV.IN(DMH-02)=149.94 Boston,Ma 02109 DMH-03 INV.OUT(EX-1)=149.84 i t.617.864.2987 INV.IN(WQU-01)=150.85 AD-01 55.s / _------_--_ -- --- 155.16 INV.OUT(DMH-02)=150.75 RIM=154.80 155.10 T INV.IN RD=151.87 I 155.10 Z� ( )) 5a.ao r PROP.TRANSITION CURB `�: CIVII Engineer: CB-04 RIM=154.21 INV.OUT(DMH-06(5'DIA.))=151.77 \ ss.10 ss.1s sa so _ 155.10 INV.OUT(DMH-06(5'DIA.))=151.80 155 155.10 155.10 DMH-02 = McClure 0 0 154.98 1sa.90 - -- -- 15aaa RIM=154.45 --= 225 Friend Street#805 155.01 154.0 154.94 154.82 154.55 Boston,Ma 02114 CB-03 RIM=154.20 CB-04 _ INV.IN(DMH-03)=150.55 INV.OUT(DMH-04(5'DIA.))=151.20 RIM=154.21 .54.89 �-•° •o e e sa.so INV.OUT(DMH-01)=150.45 t.617.466.6765 INV.OUT(DMH-06(5'DIA.))=151.80 TC:154.90 54.80,,' 154.95 BC:154.40 -154.72 TC:155.00 = -„ RIM=154.27 � so INV.IN(CB-04)151.50 -, ` - TC&BC 154.40 - TC&BC:154.45 CB-03 _ INV.IN(AD-01)=151.50 l RIM=154.20 DMH-06(5'DIA.) INV.IN(CB-02)151.50 154.1a 5a.58 ® 0 ,. DMH-06(5'DIA.) F INV.OUT(DMH-04(5 DIA.))=151.20 INV.IN(AD-02)151.51 RIM=154.27 ` �� 5a.6o VjNOfMgS INV.OUT(DMH-04(5'DIA.))=151.40 INV.IN(CB-04)=151.50 ss.10 5a.75 sa.so PROP.WATER QUALITY UNIT-1 2�EP Sq�y INV.IN(AD-01)=151.50 154.60 CB-02 (W LINDSEY QU-01) N RIM=155.41 INV.IN(CB-02)=151.50 PROP.TRANSITION CURB RIM=154.10 sa 7s _",_ DICONLO y DMH-05 INV.IN(EX-2)=151.36 INV.IN(AD-02)=151.51 No.51161 INV.OUT(DMH-03)=151.26 INV.OUT DMH-04 5'DIA.-151.40 INV.OUT(DMH-06(5'DIA.))=151.60 sa za ( ( )) 154.82 _ 155.03 155_ MATCH EXIST.ELEVATION A���SSlONALEl1����e RIM=154.76 154.60 \ AT SAWCUT(TYP.) INV.IN(CB-03)=151.00 - 5 154.92 155.03 55.za EX-4 n DMH-04(5'DIA.) INV.IN(CB-01)=151.03 Ap-02 �� 155 DMH-03j a INV.IN(BLDG)=151.05 RIM-154.25 155 155.39 155.39 RIM=154.78 L" � I INV.IN DMH-06 5'DIA.=151.00 ysg2=as13103y514'00 ( ( )) INV.OUT(DMH-06(5'DIA.))=152.00 155.05 155.45 154.77 � INV.IN(DMH-OS)=150.86 f 1 oa�:zozso7isiosz:aa-0aoo INV.OUT(WQU-01)=150.95 50.85 155 155 15 INV.OUT(DMHINV.IN 102)=I1 0.5 Stamp: RIM=154.80 VEGETATED DETENTION AREA 01 155.24 154.60 A AD-01 INV.IN(RD)=151.87 ss sa.6o AD-03 (VDA-01) ss. 55.55 INV.OUT(DMH-06(5'DIA.))=151.77 155.12 RIM=154.00 BOTTOM ELEV.=153.6 15s.57 1s6 INV.OUT(EX-4)=152.10 DMH-02 INV.IN(DMH 03)150.55 PROP UNIT ORE(PTUE01) 55.sa --` 55.10 \ NOT FOR INV.OUT(DMH-01)=150.45 155.10 155.89 ss.88 155.37 VEGETATED CONSTRUCTION RIM=154.40 ! t5= BOTTOM ELEV.=153.6 CB-01 INV.OUT(DMH-04(5'DIA.))=151.18 v ` - DMH-05 156.64 RIM=155.41 PROP.PRETREATMENT UNIT-02 ^ RIM=154.10 1ss.os 156 % INV.IN(EX-2)=151.36 (PTU-02) >a CB-02 INV.OUT(DMH-06(5'DIA.))=151.60 ,.- INV.OUT(DMH-03)=151.26 RIM=153.83 -, 3 MATCH EXIST.ELEVATION DMH-01 INV.IN(DMH-02)=149.94 _ No. Date Revision A SA CUT(TYP.)T W a zaz6 s COMMENTS INV.OUT EX-1=149.84 - £ ( )- PROP.RIPRAP CONNECT TO EXISTING OVERFLOW WEIR \ _ CATCH BASIN D50=6" 157 \ _ 158 -�- - s' 157 PROPOSED i STORMWATER BASIN v 158.60 � � Job No.: 2025000039 157.50 BOTTOM ELEV.=156.50 ^ Drawn By: AS BERM ELEV.=158.60 OVERFLOW ELEV.=157.50 Checked By: LAD Issue: PERMIT SET Date' 06/16/2026 157 ` Scale: AS INDICATED 158 �S(9 } 'S8 Drawing Title: - � AD-04 GRADING& RIM=157.60 INV.OUT(EX-2)=153.00 DRAINAGE PLAN L� Drawing No.: 20 10 0 20 C 1 05 Project: NOTES: Lawrence Municipal Airport PROP.4"SANITARY SEWER SERVICE 1. PLUMBER IS RESPONSIBLE FOR INSTALLATION OF DOMESTIC WATER,SANITARY SEWER,STORMWATER,AND Administration Building INV.=150.52 KITCHEN WASTE PIPING WITHIN 10 FEET OF BUILDING FOUNDATION.REFER TO PLUMBING PLANS FOR REFER TO PLUMBING PLANS PROP.JUNCTION BOX FOR ELECTRICAL CONTINUATION OF SERVICES WITHIN 10 FEET OF BUILDING.TRENCHING AND BACKFILL REQUIREMENTS PER CIVIL. 492 Sutton Street FOR CONTINUATION IN BUILDING =-=- CONNECTION TO GATE ACCESS AND SEE PLUMBING SLOPE DELINEATION TABLE,THIS SHEET. PROP.DUCTBANK FOR GATE CONTROLS North Andover MA 01845 POWER AND CONTROLS - 2. GAS LINE SHALL BE INSTALLED BY EVERSOURCE.CONTRACTOR TO COORDINATE INSTALLATION WITH UTILITY PROVIDER.CONTRACTOR IS RESPONSIBLE FOR EXCAVATION AND BACKFILLING OF TRENCH AS REQUIRED BY Owner: - r UTILITY PROVIDER. Lawrence Municipal Airport E -= 3. THREE-PHASE TRANSFORMER SHALL BE INSTALLED BY NATIONAL GRID.CONTRACTOR SHALL COORDINATE THE 492 Sutton Street PROP.CONDUIT AND 01845 FIELD LOCATION AND INSTALLATION OF THE TRANSFORMER IN ACCORDANCE WITH NATIONAL GRID �� North Andover MA PROP.CLEANOUT / g REQUIREMENTS.TRANSFORMER SHALL NOT BE CLOSER THAN 10 FEET TO AIRFIELD SECURITY FENCING. t.978.794.5880 HANDHOLE FOR POWER TO GATE KEYPAD PEDESTAL _ --v 4 NATIONAL GRID(ELECTRIC UTILITY)OWNS,INSTALLS,AND MAINTAINS ALL PRIMARY ELECTRICAL EQUIPMENT INCLUDING PRIMARY CABLES,METERING,AND TRANSFORMER.THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING PROP.RELOCATION OF _ ------------ THE DUCTBANK,TRANSFORMER PAD,AND ALL SECONDARY CONDUITS AND CONDUCTORS DOWNSTREAM OF THE - EXISTING FIRE HYDRANT I ," i i/, TRANSFORMER.SEE ELECTRICAL SCOPE DELINEATION TABLE,THIS SHEET. - , PROP.CONDUIT FOR_ H s - 5. CONTRACTOR SHALL PROVIDE TEMPORARY POWER FOR OPERATION OF GATE CONTROLS AND SECURITY CAMERAS PROP.6"DI WATER I EXIST.SITE ELECTRICAL MassDOT-AD Job No.: DURING AND PRIOR TO PERMANENT ELECTRICAL CONNECTION.REFER TO ELECTRICAL PLAN TYP. I DISTRIBUTION I P i G CONSTRUCTION CO S. ASMP-2026-LWM-32-SAAB-PH-4a PROP.DUCT BANK FOR SECONDARY I PROP.ADMINISTRATION BUILDING I P - _ Architect: ELECTRICAL SERVICE I 0 (SEE ELECTRICAL PLANS FOR SIZE AND TYPE) 1-STORY/7,069 S.F. I I O SEE DETAIL THIS SHEET Fennick oc FFE=155.20 PROP.DUCT BANK FOR PRIMARY ELECTRICAL SERVICE I McCredie (SEE ELECTRICAL PLANS FOR SIZE AND TYPE PROP.SEWER CLEANOUT I I PROP.GAS METER Architecture (REFER TO PLUMBING PLANS) _ ELECTRIC METER � (BY OTHERS) 70 Franklin Street ---- --- -- ---� ! Boston,Ma 02110 PROP.TRANSFORMER LOCATION I - P / t.617.350.7900 SAN LINE A �1 o Oo PROP.4"45'BEND/1 I = �.'" f.617.350.0051 H L-- -------__ v "4 v Structural Engineer: H = PROP.DUCTBANK FOR McNarama Salvia y•O"° SECONDARY ELECTRICAL 1 Federal Street#3710 CRITICAL CROSSING SERVICE TO SIRE BUILDING(SEE Boston,Ma 02110 O ■ ® 18"SD=150.32 ELECTRICAL PLANS FOR SIZE t.617.737.0040 /r ® 6"SAN.=149.18(TOP OF PIPE) AND TYPE) t — PROP.6"PVC SANITARY MEPFP Engineer: SERVICE.CONNECT TO ARUP US,Inc. PROP.4"FDC ADJUST EXISTING SANITARY LINE - 60 State Street (SEE PLUMBING PLANS) _ EXISTING WG ®. WITH WYE \\ INV.=148.4 _ Boston,Ma 02109 PROP.3"DI DOMESTIC WATER LINE. �` t.617.864.2987 CONNECT TO 6"DI WATER LINE WITH 6"X6"X3"TEE ;"+ (ADJUST)SMH EXISTING ) PROP.3"GAS SERVICE RIM=154.74 AND 3"DI GATE VALVE N ( T ++; _ SEE NOTE 2 INV.IN(4"PVC)=148.5 Civil eglneer. SEE NOTE 1 INV.OUT(EXIST.) 147.8225 Friend Street PROP.4"DI FIRE PROTECTION SERVICE. „ O5 Boston,Ma 02114#8 CONNECT TO 6"DI WITH 6"X6"X4"TEE AND 4"DI GATE VALVE 6 l 617.466.676 SEE NOTE 1 „+` t. 5 PROP.6"DI WATER MAIN. CONNECT TO EXISTING 6"DI WATER MAIN f o WITH 6"X6"X6"TEE AND 6"DI GATE VALVE ;, � ■ �r PROP.CONDUIT AND HANDHOLE PROP.DUCTBANK FOR GATE VZN Of Mqs PROVIDE UNDERGROUND EP S9 FOR POWER TO GATE KEYPAD POWER AND CONTROLS �y CONDUIT AND HANDHOLES o2 LINDSEY � PROP.PRIMARY ELECTRICAL DUCT BANK 2-4"CONDUITS.?++ FOR FLAGPOLE UPLIGHTING \ PEDESTAL(SEE ELECTRICAL PLANS) (SEE ELECTRICAL PLANS) DITONNO r CIVIL No.51161 PROP.FOUNDATION= I a R DRAIN(SEE SHEET C-105) pP—� SSlONALEN�'��� _ _ \ PROVIDE POWER TO OPROP.HANDHOLE y�fi/y s =GATE ACCESS PANEL CONNECT TO EXISTINGPROP. GATE CONTROLSCQMMUNICATIQNS ..20g 26P.a0 7e.y13�1n0are32y.4 o3T1 a400 DUCTBANK a PROP.SITE ELECTRIC i ❑ P v. Stamp: \\ PROP.4"VENT PIPING IPRO P.1,500 CONCRETE GREASE TRAP LLON HH TRAP _ INV.=152.20 SAN VENT s (REFER TO PLUMBING PLANS)i NO T FOR IV I : PROP GREASE TRAP P(1,5oo GAL.) I �� CONSTRUCTION - � -� _ .; � � '� LIMITS OF PROPOSED RIM=154.10 6' 6TQRMWATER BASIN _ 10 INV.OUT=150.46 s — SA \c PROP.4"PVC KITCHEN WASTE LINE I i INV.=150.81 I o' No. Date Revision n (REFER TO PLUMBING PLANS) T HEN I O WASTE LINE INV. 2 MIN, ELECTRICAL SCOPE DELINEATION(CIVIL/SITE,ELECTRICAL.UTILITY CO.) SAN LINE C _— LU SCOPE RESPONSIBILITY I i co 6"PVC INV. OH PRIMARY TO UTILITY POLE OUT=150.46 p OH PRIMARY TO UTILITY POLE (EXISTING,NIC) co UTILITY POLE (EXISTING,NIC) \ PROP.CURB I co -- —` _ (SEE SIRE PLAN) CONDUIT/RISER ELECTRIC I Job No.: 2025000039 O I Drawn By: AS PRIMARY CABLE(ALL) UTILITY-NIC a I Checked By: LAD UNDERGROUND ELECTRICAL(PRIMARY/SECONDARY/SITE ELECTRICAL( PLUMBING SCOPE DELINEATION(CIVILISITE,ELECTRICAL,UTILITY PROP.6"PVC SANITARY SERVICE Issue: PERMIT SET DIGSAFE CONTACT CIVIL/SITE *pertains to Stormwater,Sanitary Sewer,and Domestic Water Services RESPONSIBILITY I�' L —1 Date: 06/16/2026 L I TRENCH/BACKFILL CIVIL/SITE SERVICE ROUTING(GREATER THAN 1D'FROM BUILDING FOUNDATION) LPL UTILITY ENLARGEMENT DETAIL Scale: AS INDICATED CONCRETE ENCASEMENT CIVIL/SITE TRENCH/BACKFILL CIVIL/SITE CONDUIT ELECTRICAL VALVES,STRUCTURES,CLEANOUTS CIVIL/SITE SCALE:1"=5' Drawing Title: PRIMARY CABLE(ALL) UTILITY-NIC PIPING GIVILISITE UTILITY PLAN TRANSFORMER PAD CIVIL/SITE SERVICES TO/FROM BUILDING(WITHIN 10'FROM BUILDING FOUNDATION) TRANSFORMER UTILITY-NIC TRENCH/BACKFILL CIVIL/SITE SECONDARY CABLE(FROM TRANSFORMER) ELECTRICAL PIPING PLUMBING SITE ELECTRICAL CONDUIT&WIRING ELECTRICAL GREASE TRAP SIRE ELECTRICAL TRENCHING,EXCAVATION,AND BACKFILL CIVIL/SITE TRENCH/BACKFILL(ALL) CIVILISITE SERVICE ENTRY(WITHIN 10'OF BLDG FOUNDATION) SUPPLY AND SET GREASE STRAP STRUCTURE CIVILISITE TRENCH/BACKFILL CIVIL/SITE 4"KITCHEN WASTE LINE(ALL PIPING&CONNECTIONS AT BLDG&GREASE TRAP) PLUMBING Drawing No.: CONDUIT/RISER ELECTRICAL 4"VENT PIPING(ENTIRETY,ALL PIPING&CONNECTIONS AT BLDG&GREASE TRAP) PLUMBING S 6 [SECONDARY FEEDER CONDUCTORS(FURNISH,PULL) ELECTRICAL 2O 1 O 20 C 1 0 6 "SANITARY OUTLET FROM GREASE TRAP(PIPING,CONNECTIONS TO GREASE TRAP&SS CIVILISITE METER UTILITY-NIC MAIN) Project: LEGEND: Lawrence Municipal Airport ---------------- LIMIT OF DISTURBANCE Administration Building 492 Sutton Street SEDIMENTATION BARRIER North Andover MA 01845 ® Owner: CATCH BASIN INLET PROTECTION (PROVIDE IN ALL CATCH BASINS 20 10 0 20 Lawrence Municipal Airport 492 Sutton Street WITHIN 100'OF CONSTRUCTION North Andover MA 01845 ENTRANCE/EXIT) t.978.794.5880 GENERAL NOTES: /' ,. ' _ DOT 1. SEE SHEET C002 FOR GENERAL EROSION AND SEDIMENTATION CONTROL NOTES. MassDOT-AD Job No.: 2.ORANGE CONSTRUCTION FENCING SHALL BE ERECTED AND '/ "� L�-------------a ASMP 2026 LWM 32 SAAB PH 4a MAINTAINED AROUND THE PERIMETER OF ALL PERMANENT INFILTRATION AND DETENTION FACILITIES FOR THE DURATION ' Architect: OF CONSTRUCTION.HEAVY EQUIPMENT SHALL NOT OPERATE WITHIN THE LIMITS OF THESE SYSTEMS TO PREVENT SOIL itl II i Fennick COMPACTION THAT WOULD COMPROMISE INFILTRATION ;' I� `� S- OR McCredie P + Architecture PERFORMANCE. '� II 1 70 Franklin Street 3.CONSTRUCTION SEQUENCING IS SUBJECT TO MODIFICATION TEMPORARY PER SEDIMENTATION IMETER ^�� Boston,Ma 02110 +' t.617.350.7900 BASED ON WEATHER,UNFORESEEN SITE CONDITIONS,AND BARRIER(COMPOST OTHER FACTORS OUTSIDE THE CONTRACTOR'S CONTROL. FILTER TUBE) ' ' _ f.617.350.0051 o.. � _- i DISTURBANCE- + " I; TEMPORARY PERIMETER Structural Engineer: THE EROSION AND SEDIMENT CONTROL MEASURES DEPICTED ` I SEDIMENTATION g ON THESE PLANS SHALL BE ADAPTED AS NECESSARY TO i Ii BARRIER(COMPOST McNarama Salvia ADDRESS CHANGING FIELD CONDITIONS IN ACCORDANCE XX i FILTER TUBE)&LIMIT OF 1 Federal Street#3710 WITH THE MASSACHUSETTS EROSION AND SEDIMENT t - Ii DISTURBANCE Boston,Ma 02110 CONTROL GUIDELINES FOR URBAN AND SUBURBAN AREAS. P 6 --_ - t.617.737.0040 THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER DOD t{' �yy o A AND APPLICABLE REGULATORY AGENCIES THROUGHOUT I MEPFP Engineer: CONSTRUCTION TO ENSURE COMPLIANCE WITH THE INTENT t ARUP U OF THE APPROVED PLANS UNTIL ALL DISTURBED AREAS HAVE - o �' •e e ��e + 60 State Street ACHIEVED PERMANENT STABILIZATION. THE SEQUENCE I I24 03(RCD) Boston,Ma 02109 BELOW REPRESENTS THE ANTICIPATED ORDER OF MAJOR . ,•' I I i t.617.864.2987 CONSTRUCTION OPERATIONS. t\' 1 T Civil Engineer: CONSTRUCTION SEQUENCING NOTES McClure I i I CATCH BASIN INLET ® i 225 Friend Street#805 PHASE 1-SITE PREPARATION I J PROTECTION(TYP.) i Boston,Ma 02114 z ; t.617.466.6765 1.1 PREPARE STABILIZED CONSTRUCTION EXIT.INSTALL I EROSION AND SEDIMENT CONTROLS AND INSTALL 4 i I T T No TEMPORARY PERIMETER SECURITY FENCING PRIOR TO ANY SITE DISTURBANCE.ALL CATCH BASINS WITHIN 100-FEET OF THE CONSTRUCTION ENTRANCE SHALL BE PROTECTED WITH INLET PROTECTION. �_ o�'� LINDSEY �tiG I �'pI ' DICIVIL NLO 1.2 DEMOLISH AND REMOVE EXISTING PAVEMENT, 156,'. ® 155 155 l�', �y5 j Iv STRUCTURES,AND SITE IMPROVEMENTS IN ACCORDANCE C i \ A No.51161 e WITH THE DEMOLITION PLANS. TEMPORARY SlONALEN�OFS �```` 7S PERIMETER ,' �55 S , ,_� SEDIMENTATION / + \ 1.3 STRIP TOPSOIL FROM AREAS TO BE DISTURBED AND BARRIER 1 j =' z, _ STOCKPILE ON SITE.SEED EXPOSED STOCKPILE SURFACES ' AS NEEDED TO PREVENT EROSION. FILTER TUBE)& 1 + 02607.13`10325114'00 LIMIT OF , DISTURBANCE Stamp: 1.4 INSPECT AND MAINTAIN ALL EROSION AND SEDIMENT D , CONTROL MEASURES CONTINUOUSLY THROUGHOUT e t CONSTRUCTION.SWEEP ADJACENT ROADWAYS AND APPLY 156 CATCH BASIN INLET i `� PROTECTION(TYP.) DUST CONTROL AS CONDITIONS WARRANT. _ .� TEMPORARY PERIMETER PHASE 2-BUILDING CONSTRUCTION AND SITE WORK NOT FOR z -- / SEDIMENTATION CONSTRUCTION ;E /� BARRIER(COMPOST 1 r 7 FILTER TUBE) 2.BEGIN GENERAL EARTHWORK OPERATIONS. __ + \ ------�-___- ------- ter=,----- ___ __ 2.1 ESTABLISH ROUGH GRADES ACROSS THE SITE AND - --0,, �-'-= �� — __ r ,r '! I -.-,_ � - i LIMIT OFSITE TEMPORARILY STABILIZE ALL DISTURBED AREAS. �y �s `' �� ! DISTURBANCE& / 158 ` CONTRACTOR No. Date Revision 2.2 INSTALL SUBSURFACE UTILITIES AND CONSTRUCT ` / I i f 158 STAGING 1 7/10/2026 SPR-PEER REVIEW COMMENTS STORMWATER MANAGEMENT FACILITIES, INCLUDING I f STOCKPILE 1 I INFILTRATION SYSTEMS,DETENTION STRUCTURES,AND ALL 157 LOCATION ASSOCIATED COMPONENTS. TEMPORARILY STABILIZE THE -� /)I . SITE AS REQUIRED TO SUPPORT BUILDING CONSTRUCTION _� _`• t TEMPORARY PERIMETER I ACTIVITIES. f SEDIMENTATION BARRIER 77 (COMPOST FILTER TUBE)AND 2.3 ALL STORMWATER MANAGEMENT FACILITIES SHALL BE ORANGE CONSTRUCTION ` + FULLY CONSTRUCTED AND APPROVED BY THE ENGINEER FENCE AROUND PROPOSED t --- -----``--" BEFORE ANY IMPERVIOUS SURFACE THAT DRAINS TO THOSE INFILTRATION AREA 157 �� 15B g TEMPORARY PERIMETER FACILITIES IS INSTALLED. J i' SEDIMENTATION Job No.: 2025000039 —————— t I — —— t BARRIER(COMPOST Drawn By: BLR/AS 2.4 THE CONTRACTOR SHALL PROVIDE THE ENGINEER A = % FILTER TUBE)AND MINIMUM OF THREE WORKING DAYS ADVANCE NOTICE PRIOR v. t I Check LAD i = E Issue:Checked PERMIT SET ORANGE � BY TO BEGINNING INSTALLATION OF ANY STORMWATER CONSTRUCTION FENCE INFRASTRUCTURE. ;' = = = t AROUND PROPOSED t t 06/16/2026 t t t INFILTRATION AREA Date Scale: AS INDICATED 3.COMMENCE BUILDING CONSTRUCTION 1, CONTRACTOR j Drawing Title: 3.1 AS AREAS REACH FINAL SUBGRADE, REDISTRIBUTE STAGING STOCKPILED TOPSOIL AND STABILIZE FINISHED GRADE AREAS = AREA EROSION& PROMPTLY. SEDIMENTATION 3.2 MAINTAIN ALL EROSION AND SEDIMENT CONTROL = MEASURES UNTIL EVERY DISTURBED AREA HAS ACHIEVED 't �'- I CONTROL PLAN PERMANENT VEGETATIVE OR STRUCTURAL STABILIZATION. i _T CONTINUE ROAD SWEEPING AND DUST CONTROL AS NEEDED. _ '/'/i -� Drawing No.: 3.3 UPON ACHIEVING FINAL STABILIZATION, REMOVE ALL - TEMPORARY EROSION AND SEDIMENT CONTROLS AND CLEAR LIMIT of SITE DISTURBANCE ACCUMULATED SEDIMENT FROM PERMANENT DRAINAGE - &STAGING AREAS _= l STRUCTURES. C107� /� --�-� ---—,_ Project: Lawrence Municipal Airport Administration Building 492 Sutton Street North Andover MA 01845 Owner: Lawrence Municipal Airport 492 Sutton Street North Andover MA 01845 t.978.794.5880 J76�r-nqssDOT MassDOT-AD Job No.: AS M P-2026-L W M-32-SAAB-P H-4a Architect: — I Fennick 0 I fn McCredie 'I Architecture o 70 Franklin Street _ - ———— Boston,Ma 02110 IJI�llJJ7 t.617.350.7900 f.617.350.0051 p Structural Engineer: McNarama Salvia 1 Federal Street#3710 ° Boston,Ma 02110 t.617.737.0040 0 MEPFP Engineer: ARUP US,Inc. 60 State Street Boston,Ma 02109 HANDICAP PARKING t.617.864.2987 PAVEMENT MARKING 2OX � 000 O0 7-8A o I Civil Engineer: R7-8 + McClure 225 Friend Street#805 Boston,Ma 02114 O, I t.617.466.6765 .0' (TYP_) 'r I (TrP.) so. I � � P�ZN Of MgSS 2 �ti DITONN0 CIVIL CIVIL w No.51161 I A���SSlONALEN����e I 26.3 ❑ _ _ _ _ _ _ _ _ _ _ u'`"`'�� F1bv�H��a6y�asey oraa Date:2026.07.13 10'.32:5714'00' . Stamp: l (TYP.) 4 - ( NOT FOR --- =— --- ------------- ——— = CONSTRUCTION N 1 J C,' w No. Date Revision I Job No.: 2025000039 Drawn By: LID F Checked By: LAD =_ Issue: PERMIT SET Date: 06/16/2026 Scale: AS INDICATED Drawing Title: SIGNAGE& PAVEMENT MARKINGS PLAN Drawing No.: 20 10 0 20 C 1 08 Project: PLANT SCHEDULE VEGETATED DETENTION AREA PLANTING PLAN Lawrence Municipal Airport SYMBOL QTY BOTANICAL/COMMON NAME CONT Administration Building SHRUBS 492 Sutton Street North Andover MA 01845 16 Cornus serecia/Red Osier Dogwood 5 gal ®� Owner: GRASSES — 4 Lawrence Municipal Airport `- 50 Carex vulpinoidea/Fox Sedge 1 t 492 Sutton Street q __ '-- —____.____.__ \ __ North Andover MA 01845 29 Juncus effusus/Soft Rush 1 qt t.978.794.5880 L7 �r assDOT PER,�R`^IEN,IALS f o# 15 Aster novae-angliae/New England Aster 1 qt _ O21 Iris(limniris)versicolor!Blue Flag Iris 1 qt 5\ _ _ MassDOT-AD Job No.: 155 — ASMP-2026-LWM-32-SAAB-PH-4a SYMBOL QTY BOTANICAL/COMMON NAME Architect: + e GROUND COVERS e + + + + ++ 55 Fennick + 5342 sf Grass Sod!Local Grass Sod + + t + + i 1 McCredie+ + + 1 Architecture + ++ + + + ♦ +++++ 70 Franklin Street 6007 sf New England Erosion Control/Restoration Mix For Detention Basins and Moist Sites + + + 'TL + + • o + � , � * Boston,Ma 02110 + + + 1 0 ++ _ t.617.350.7900 $ +++++ (0 f.617.350.0051 Structural uMcNarama Salvia Engineer: + 1 Federal Street#3710 + — Boston,Ma 02110 _ t.617.737.0040 MEPFP Engineer: ARUP US,Inc. 60 State Street Boston,Ma 02109 t.617.864.2987 Civil Engineer: 156 McClure 225 Friend Street#805 Boston,Ma 02114 --_> t.617.466.6765 STORMWATER BASIN PLANTING PLAN �1N Of M4S o LINDSEY DITONN0 X CIVILNo.51161 y e A���SSlONALEN���� \ 157 4 uA";r�_1I fFj oigAally 26.0 by31033 214'0o Date:2026.0].13 10'.33 02-04'00' + + + + + +J Stamp. + + + + + + + + + + + + + + + + + + + + + + ++ + + + + T + + + + + + + + + + + + + + + + ,+.....+ + + + + + + + + + + + + + + + + + + + + + + + ; + + . . . . .+ + + + + + + + 158 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + NOT FOR + + + + + + + + + + + 157 + + + + + + + + + + + + + + + + + + + + + + + + +,+ + + + + + + + + + + +++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + CONSTRUCTION + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + T + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +-+ + + + + + + + + + + + + + + + + + + + ... -m ,.+ + +---++—+ + + + + + + + + + + -+ + + + - No. Date Revision + + + + + + + + + + + + + + + + + + + + + + + + + +;_+ + + + + + + + + + + + + + + + + + + 1 7/10/2026 SPR-PEER REVIEW COMMENTS + + + + + + + + + + + + + + + + + + + + + + + + +_+ + + + + + + + + + + + + + + + + + +. + —'+_'+ + + + + + + + + + + +---+ + +. + +.... +"+ - - +, + + + + + + + + + + + + + + + + + + + �` + +"+ T + ++"+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + -+ +`_+ + + + + + + + + + + + + + + + _ _ + + + + + + + + + + + + + + + + + + + + + + 157+ t + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +- + + - - 158 + + + + + + + + + + + + +--+ + + + + + + + + + + + + + + + + +-+ +_+ + +_+ + +-+ + + + + +T + + + + + + + 9 Job No.: 2025000039 1 + + + + + + + + + + + + + + + + L Drawn By: MR Checked By: LAD Issue: PERMIT SET Date: 06/16/2026 Scale: AS INDICATED I� Drawing Title: LANDSCAPE PLAN 10 5 0 10 Drawing No.: C109 Project: SOIL/AGGREGATE STOCKPILE OF Lawrence Municipal Airport EXISTING SITE MATERIAL TO BE REUSED AND/OR NEW MATERIAL EXPANSION 6"THICK LAYER OF 3/4"TO 1/2"DIA. Administration Building TO BE INSTALLED IN THE WORK RESTRAINT CRUSHED STONE O�O�O�O�O�O 3' J—SF r O O O O O O DIRECTION OF RUN OFF a'NYLON 492 Sutton Street FLOW TYP. ROPE FILTER BAG North Andover MA 01845 ( ) Owner: 2"X2'x4" DIRTBAG RUBBERLawrence Munici al Air ort BLOCK SILTY WATER FROM PUMPO pp492 Sutton Street NOTE: REGULAR FLOW=40 GAL./MIN./SFO O O O 3' North Andover MA 01845 �/ HIGH FLOW=200 GAL./MIN./SF a a OPENING AND STRAP CLOSURE t.978.794.5880 mac, FOR UP TO 4"DIA.HOSE O O O O O `sa 1 SF/ SILT SACK 5± _ L.00F SF_SEW* JUA--0-Di-i ►SF' COMPOST FILTER TUBE ° TOP VIEW NOTES: NOTES: PUMP DISCHARGE HOSE MassDOT-AD Job No.: 1. ALL EXISTING EXCAVATED MATERIAL THAT IS NOT TO BE REUSED IN THE WORK 1. CONTRACTOR SHALL REMOVE SEDIMENT AS NECESSARY TO MAINTAIN LEVEL BELOW OVERFLOW HOLES IN ASMP-2026-LWM-32-SAAB-PH-4a IS TO BE IMMEDIATELY REMOVED FROM THE SITE AND PROPERLY DISPOSED OF. THE SILT SACK. EXTEND FABRIC Z BEYOND STONE 2. SOIL/AGGREGATE STOCKPILE SITES TO BE LOCATED AS SHOWN ON THE DRAWINGS. 2. SILT SACK SHALL BE USED ON ALL CATCH BASINS WITHIN THE CONSTRUCTION ZONE AND WHERE O Architect: 3. RESTORE STOCKPILE SITES TO PRE-EXISTING PROJECT CONDITION AND RESEED. INDICATED ON THE DRAWINGS OR AS DIRECTED BY THE ENGINEER. AS REQUIRED fn Fennick 3. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING SEDIMENTATION BARRIERS. GEOTEXTILE FABRIC UNDER / / / / / / MCCredle 4.STOCKPILE HEIGHTS MUST NOT EXCEED 35'.STOCKPILE SLOPES MUST BE 2:1 4. THE CONTRACTOR SHALL REMOVE AND LEGALLY DISPOSE OF SEDIMENT AS REQUIRED. STONE FOR EASE OF REMOVAL O O O Architecture OR FLATTER. /\/\\\O\/O\/\\/O\ �+�+ 1! lin Street 5. CONTRACTOR SHALL REMOVE THE SILT SACKS AND LEGALLY DISPOSE OF THEM OFF-SITE,UPON FINISH GRADE OR UNDISTURBED /\\//\O//\O//\\//\O//\O//\O//\O//\O//\\//\O//\O//� Boston 70 kMa O21 1 O MATERIALS STOCKPILE COMPLETION OF THE PROJECT AND AS REQUIRED. GROUND /\/\/\\/\\\/\/\/\/\/\/\/\/ NOT TO SCALE 6. V REBAR FOR BAG REMOVAL SHALL BE REMOVED DURING WINTER MONTHS AT LOCATIONS WHERE PLOW t'617.350.7900 ACTIVITY IS.BARS SHALL BE REINSTALLED AFTER SNOW SEASON IS COMPLETE. ' f.617.350.0051 SIDE VIEW Structural Engineer: 50'W/BERM CATCH BASIN INLET PROTECTION (D McNaralvia rna Street#3710 EXISTING NOT TO SCALE NOTES Boston,Ma 02110 6"MIN. PAVEMENT 1. INSTALL THE FILTER BAG PRIOR TO INITIATING ANY ACTIVITIES WHICH WILL REQUIRE DEWATERING. t.617.737.0040 2. CONSULT THE DEP IF THE STRUCTURE WILL BE WITHIN 75 FEET OF A PROTECTED NATURAL RESOURCE OR IF SECONDARY CONTAINMENT IS REQUIRED. LAWN SEED MIX 3. DOWNGRADIENT RECEIVING AREA MUST BE WELL VEGETATED OR OTHERWISE STABLE FROM EROSION,I.E. MEPFP Engineer: GEOTEXTILE PROFILE FOREST FLOOR OR COARSE GRAVEL/STONE. ARUP US,Inc. FILTER FABRIC TOPSOIL 60 State Street 4. NEVER DISCHARGE TO AREAS THAT ARE BARE OR NEWLY VEGETATED. Boston,Ma 02109 50'(MIN.) 5. DIRT BAG MATERIAL BASED ON PARTICLE SIZE IN DIRTY WATER,I.E.,FOR COARSE PARTICLES A WOVEN t.617.864.2987 4"(MIN.) MATERIAL;FOR FINER PARTICLES A NON-WOVEN MATERIAL. 10, j\\\\\\\\\\\\\\\\\\ 6. A FILTER BAG SHOULD BE LOCATED IN AN AREA MOSTLY LEVEL(WITH LESS THAN 5%SLOPE).A PAD OF Civil Engineer: MIN. EXISTING��� ///////// ////// CRUSHED GRAVEL MAY BE PROVIDED. g 24'MIN PAVEMENT \ /\/ / /�<\� McClure \\ /�\/�\/�\/�\/�\/�\/�\/�\/�\ 7. FILTER BAGS HAVE A FINITE CAPACITY FOR SEDIMENT COLLECTION AND MAY BE PRONE TO PLUGGING. 225 Friend Street#805 AVOID OVER-PRESSURIZING THE BAG OR IT MAY BURST. EXISTING SUBGRADE Boston,Ma 02114 PLAN VIEW 7 o S. IF A SEDIMENT DISCHARGE IS OBSERVED,INSPECT THE FILTER BAG FOR TEARS OR OTHER MALFUNCTIONS. t.61 7.466.6765 NOTES: LOAM AND SEED �� GEOTEXTILE FILTER BAG 5 1. STONE FOR A STABILIZED CONSTRUCTION EXIT SHALL BE 3 INCH COARSE AGGREGATE,RECLAIMED NOT TO SCALE 4 NOT TO SCALE STONE,OR RECYCLED CONCRETE EQUIVALENT. P�jN OF Moss 2. THE LENGTH OF THE STABILIZED EXIT SHALL NOT BE LESS THAN 50 FEET. o LINDSEY 3. THE THICKNESS OF THE STONE FOR THE STABILIZED EXIT SHALL NOT BE LESS THAN 6 INCHES. DITONN0 4.THE WIDTH OF THE EXIT SHALL NOT BE LESS THAN 24'WHERE INGRESS OCCURS. CIVIL y No.51161 5 GEOTEXTILE FILTER FABRIC CLOTH SHALL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING THE CAPTURE SEDIMENT N REDUCE HIGH WATER FLOW PREVENT FLOW OFF SITE A�O oNALEN�'���e ONTO WORKZONE 6. ALL SURFACE WATER THAT IS FLOWING TO OR DIVERTED TOWARD THE CONSTRUCTION EXIT SHALL BE BIODEGRADABLE FABRIC r7 PI FOR SLOPES 3:1 OR AS NECESSARY, FED BENEATH THE EXIT.IF PIPING IS IMPRACTICAL,A BERM WITH 5:1 SLOPES THAT CAN BE CROSSED BY 12"DIA.' ..r` ' _ VEHICLES MAY BE SUBSTITUTED FOR THE PIPE. INSTALLED uL�° �` STAKE OR OTHERWISE SUPPORT �yafiys�g"Paeyu"aseyD�ra""a 7. THE EXIT SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR FLOWING OF FLOW TUBES(I.E.,TREES,CINDER BLOCKS) Dale:2026.07.1310.33:0614'00 SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY.THIS MAY REQUIRE PERIODIC TOPDRESSING WITH ADDITIONAL AREA OF SOIL STONE AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP \ DISTURBANCE ENSURE FIRM CONTACT WITH Stamp: SEDIMENT.ALL SEDIMENT SPILLED,WASHED OR TRACKED ONTO PUBLIC RIGHT-OF-WAY MUST BE \\/ \� GROUND TO PREVENT FLOW REMOVED PROMPTLY. \ UNDERNEATH TUBES PROTECTED ZONE 8. WHEELS SHALL BE CLEANED TO REMOVE MUD PRIOR TO EXIT ONTO PUBLIC RIGHTS-OF-WAY.WHEN \ WASHING IS REQUIRED,IT SHALL BE DONE ON AN AREA STABILIZED WITH STONE WHICH DRAINS INTO AN / APPROVED SEDIMENT TRAPPING DEVICE. INCH MAY BE USED FOR FLATTER SURFACES WITH APPROVAL FROM NOT FOR STABILIZED CONSTRUCTION EXIT 2 ENGINEER CONSTRUCTION SECTION NOT TO SCALE •EXISTING TREE No. Date Revision MIN.3 FT OVERLAP FLOW FOR CONTINUOUS BARRIER. PROTECTED ZONE CURVE ENDS UPHILL HARDWOOD STAKES Job No.: 2025000039 PLACED OUTSIDE OF Drawn By: BLR/LD TUBES OR PER MANUFACTURERS' Checked By: LAD INSTRUCTION Issue: PERMIT SET NOTES: Date: 06/16/2026 1. PLACE TUBE ALONG CONTOURS AND PERPENDICULAR TO FLOW. 2. PLACE AS CLOSE TO LIMIT OF SOIL DISTURBANCE AS POSSIBLE Scale: AS INDICATED 3. ADJUST LOCATION AS REQUIRED FOR OPTIMUM EFFECTIVENESS.DO NOT INSTALL IN WATERWAYS. Drawing Title: 4. PLACE STAKES AS NEEDED TO SECURE TUBES IN PLACE. CIVIL DETAILS PLAN VIEW COMPOST FILTER TUBE vr_ NOT TO SCALE Drawing No.: C501 Project: 1.5"SUPERPAVE SURFACE Lawrence Municipal Airport COURSE-12.5(TOP COURSE) 6'-0" 2.5"SUPERPAVE INTERMEDIATE Administration Building COURSE-12.5(BINDER COURSE) STD.6"CURB 18"THICK,4,500 PSI 492 Sutton Street CONCRETE PAD.REFER TO 12"AGGREGATE North Andover MA 01845 BASE COURSE a Oda��a��a DO aC STRUCTURAL DETAILS Owner: 16"GRAVEL TYPE 1-PLAN VIEW Lawrence Municipal Airport BORROW TYPE B 492 Sutton Street (AGGREGATE BASE \' North Andover MA 01845 COURSE) STD.6"CURB COMPACTED SUBGRADE D4 a4 �a a0 a0 fa o0 1.NOTES:AVEMENT SHALL BE PER MASSDOT STANDARD SPECIFICATION M3.06.2. (.001F T \ \ \\\ \ \' j76,rq7c7ssD_ AGGREGATE BASE COURSE SHALL BE PER SECTION M2.01.7 OR M1.03.1. = TYPE2-PLAN VIEW \ \ \ \ \ \ \ \X\X\ 2. REFER TO SPECIFICATIONS FOR PAVEMENT REQUIREMENTS INCLUDING COMPACTED SUITABLE MassDOT-AD Job No.: REQUIREMENT FOR PROOF-ROLLING. TIP DOWN TO FINISH \ \"` `' SUBGRADE GRADE PAVEMENT SURFACE ASMP-2026-LWM-32-SAAB-PH-4a 3. REFER TO PROJECT GEOTECHNICAL REPORT(LATEST EDITION)FOR SUBSURFACE REQUIREMENTS AND PAVEMENT RECOMMENDATIONS. Architect: TYPICAL EXTERIOR MECHANICAL PAD DETAIL Fennick TYPICAL ELEVATION o McCredie FULL DEPTH BITUMINOUS PAVEMENT SECTION NOT TO SCALE Architecture 70 Franklin Street NOT TO SCALE TRANSITION CURB DETAIL 5 Boston,Ma 02110 NOT TO SCALE t.617.350.7900 f.617.350.0051 Structural Engineer: MAX.CROSS SLOPE McNarama Salvia EXISTING PAVEMENT PROPOSED PAVEMENT 2%PITCH MAX. W 1 Federal Street#3710WF 6X6-W2 X W2 10 0 M, a 21 MILL 3"WIDE SAW CUT 1 5„ 3/8"DEEP JOINT WELDED WIRE MESH t.Boston, a 0 . 40 BY 2"DEEP TOP COURSE 21 SEALANT(COLOR TO ° -- - 4,500 PSI CONCRETE MATCH CONCRETE) AGGREGATE BASE COURSE TOP O�O O�O�O�O�O�O�O�O�O�O COURSE 6"X 6"W2 X W2 g Ineer: MEPFP En �i3" BINDER COURSE 2.5" ARUP US,Inc. WELDED WIRE FABRIC BINDER 6" o 3/8"WIDE X 1"DEEP COMPACT SUITABLE SUBGRADE 90%OF 60 State Street COURSEAGGREGATE —AGGREGATE BASE EXPANSION JOINT TYP. Boston,Ma 02109 16" TOOLED OR (TYP.) MAXIMUM DRY DENSITY AS DETERMINED COURSE t.617.864.2987 BASE COURSE SAWCUT CONTROL BY AASHTO T-180 METHOD D JOINT(TYP.) CEMENT CONCRETE 1/4"RADIUS(TYP.) PAVEMENT(4000 PSI) CEMENT CONCRETE SIDEWALK SECTION NOTES: CAP END Civil Engineer: 1. SAW CUT TO BE MINIMUM OF 1 FOOT FROM EXISTING EDGE OF 6'X6',W2 X W2 WWM McClure PAVEMENT. 225 Friend Street#805 4,500 PSI CONCRETE Boston,Ma 02114 2. SAW CUT LINES SHALL BE RECTANGULAR. 2 5„ a t.617.466.6765 5" gam' AGGREGATE BASE COURSE 2.5" ° a PAVEMENT BUTT JOINT DETAIL 9„ 9„ n 6"MIN. NOT TO SCALE a FILLED 1"R �N Of M4s 11 2%MAX.PITCH JOINT LINDS Y 1/2"PREFORMED OI O n ° TONN COMPACTED CIVIL AGGREGATE BASE EXPANSION JOINT No.51161 y CONCRETE CURB PRECAST o 0 0 0 0 0 0 0 0 ( ) FILLER p p p q Ayo 1„R #4 SMOOTH(UNDEFORMED)DOWEL(GRADE 40) UNDISTURBED SUBGRADESlONALEN CONCRETE 18"O.C.18"LONG W/EXPANSION CAP.COAT CAP OR SUITABLE COMPACTED o o p SIDEWALK PAVEMENT SECTION END OF DOWEL W/GRAPHITE LUBRICANT, BACKFILL " Oo 8" • (SEE DETAIL) 6„ a a GREASE,OR WRAP W/TAR PAPER. 6"TYP.THREE SIDES =9"Paby L,as D... Dale:2026.07.13 iosa:ia-0ass 20" o NOTES: COMPACT SUITABLE 1. MAINTAIN 2"CLEARANCE TYP BETWEEN ALL Stamp: (TYP) SUBGRADE 90%OF MAXIMUM P• a a a a AGGREGATE CONCRETE EDGES AND WIRE FABRIC OR DOWEL. DRY DENSITY AS DETERMINED 6„ BASE COURSE 2. CONTROL JOINTS TO BE LOCATED 5 FT.ON CENTER. BY AASHTO T-180 METHOD D 3. EXPANSION JOINTS TO BE LOCATED 20 FT.ON CENTER. MONOLITHIC SIDEWALK AND CURB SECTION NOT FOR COMPACTED CEMENT CONCRETE SIDEWALK SECTION AND JOINT 18" SUBGRADE 6 1. AGGREGATE NOT TO SCALE AGGREGATE BASE COURSE SHALL BE PROCESSED GRAVEL BASE OR DENSE CONSTRUCTION VERTICAL CONCRETE CURB GRADED CRUSHED STONE,PER M2.01.7 OR M1.03.1. NOT TO SCALE J 2. MAXIMUM SPACING OF EXPANSION JOINTS SHALL BE 20 FEET.MAXIMUM SPACING OF CONTRACTION JOINTS SHALL BE 5 FEET. MONOLITHIC CONCRETE SIDEWALK��� No. Date Revision EDGING DEPTH VARIES CHAMFER BENCH CORNERS 1z"X 1z"TYP. 1/2" (TYP.) 112" 5„ NOT TO SCALE 1 (RE:GRADING L CAST IN PLACE CONCRETE,BOARD FORM FINISH, BROOM FINISH LEVEL LANDING PLAN) a OR APPROVED EQUAL (TYP.) CONTROL EXPANSION FOR DRAINAGE SLOPE 5"CEMENT 4 6„ JOINT JOINT CONCRETE #4 REBAR REINFORCEMENT SIDEWALK ha 7 50/M /�A SIDEWALK xp -iC. SEALED ISOLATION JOINT,TYP. 1-1/4" `y p• SEALED 5"CEMENT CONCRETE SIDEWALK (TYP.) h h\ `y ISOLATION ^' +I h� 5' JOINT,TYP. 4"AGGREGATE BASE COURSE MIN. 1 Job No.: 2025000039 r #4 X 12"@ O.C. 21' 7.5%MAX. 24 Drawn By: BLR/LD 'a 3 X 3 SPREAD FOOTING �� COMPACTED SUBGRADE 0 ~�'S MAX. Checked By: LAD GRANITE CUR N o GRANITE CURB B � o TRANSITION Issue: PERMIT SET 5'-0" FLUSH GRANITE CURB 6"CURB Date: 06/16/2026 FE 0 0 0 0 0 0 o GRANULAR SUBBASE UNDER 20'EXPANSION JOINT TO EXPANSION JOINT(MAX.) PR 4E5'MINED REVEAL Scale: AS INDICATED FOOTING MADE OF NON ( ) FROST SUSCEPTIBLE Drawing Title: MATERIALS CONCRETE SIDEWALK JOINTING AND EDGING��� SIDEWALK WIDTH CIVIL DETAILS NOT TO SCALE 5.5'PREFERRED DETECTABLE (4.5'MIN.) WARNING 1.5%(±0.5%) PANEL CAST IN PLACE CONCRETE SEAT WALL (/) SIDEWALK ROADWAY NOT TO SCALE GRAVEL SECTION A-A Drawing No.: PEDESTRIAN CURB RAMP NOT TO SCALE '0 C502 Project: 1 U-1)"MAX 1 V-0"MAX Lawrence Municipal Airport 6--4" 36'. Administration Building TOP 50%TO 65% RAIL 492 Sutton Street OF THE BASE DIAMETER North Andover MA 01845 Tl_�I-2 1 C11 _$ WIRE Owner: TIES 0.9"-1.4" Lawrence Municipal Airport C? 7�j SECTION A-A FABRIC 492 Sutton Street C11 co 8' North Andover MA 01845 R�4" A A NOTES: TENSION BAR AND 2.25"D LINE t.978.794.5880 R= MIN* BANDS L rr� 1. PANELS MAY BE CONCRETE PRECAST OR CAST IN PLACE OR OTHER SUITABLE MATERIAL PERMANENTLY APPLIED TO THE RAMP. 32 2. DETECTABLE WARNING SURFACES SHALL CONTRAST VISUALLY WITH ADJACENT COLOR:WHITE DETAIL OF DETECTABLE WARNING PANEL WALKING SURFACES EITHER LIGHT-ON-DARK OR DARK-ON-LIGHT. LINE POST J 25"D LINE POST 6 LINE POST 3. DETECTABLE WARNING PANEL MUST LEAD TO SPACE WITHIN CROSSWALK. t12 4. DETECTABLE WARNING PANEL SHALL NOT BE INTERRUPTED BY OBJECT (i.e.,MANHOLE,HANDHOLE.ETC.). TRUSS 2 ALL PAVEMENT MARKINGS TO BE WHITE PAVEMENT PAINT,UNLESS STATED OTHERWISE. TFOR LINE POSTS AN 0 MassDOT-AD Job No.: 5'FOR ALL OTHERS ROD 17 GAGE TENSION WIRE ASMP-2026-LWM-32-SAAB-PH-4a TURN ARROW PAVEMENT MARKING DETECTABLE WARNING PANEL FINISHED GRADE Architect: POST FOOTING BURIED NOT TO SCALE NOT TO SCALE 5 1"MIN Fennick 'J L NOTE:ALL POLYVINYL CHLORIDE(PVC)COATED FENCE McCredie 12"DIA.FOR LINE POSTS, MATERIALS(FRAMEWORK,FENCE FABRIC,FITTINGS, Architecture 18"DIA.FOR ALL OTHERS TENSION WIRES,ETC.)SHALL BE BLACK. 70 Franklin Street SIGN 11.1 Boston,Ma 02110 2'(MAX.) \_CURBLINNE NUT AND LOCK 4 CHAIN LINK FENCE t.617.350.7900 WASHER 2.5-3 LB/FT"U" NOT TO SCALE f.617.350.0051 1 L3,. CHANNEL Structural Engineer: 12"(TYP.) MACHINE SCREW 16 (GALVANIZED) TU McNararna Salvia OR BOLT 1 Federal Street#3710 31" -4"- 1 7 IN HOLES < T_ - 3/4"DIA.P 7 3'- Boston,Ma 02110 MOUNTING POST SECTION It t.617.737.0040 1 1 5" 2. MAX. MEPFP Engineer: 2-(TYP.) t. ARUP US,Inc. CURBLINE 1/4"BOLT 1 1/4" 21 3/4" 60 State Street 2'(MAX.) Boston,Ma 02109 -T-D" t.617.864.2987 5(TYP.)Ty P.) LU GENERAL NOTES: ( SIDEWALK K 1. DETAILS INDICATED HEREON ARE TYPICAL ONLY.ALTERNATE DESIGNS MAY 3. ANCHOR PINS SHALL BE 5/8"DIAMETER,V-6"LONG.ANCHOR PINS THAT ARE BE SUBMITTED TO THE ENGINEER FOR APPROVAL.ANY ALTERNATE DESIGN NOT BEDDED IN CONCRETE SHALL BE GALVANIZED.GROUT ANCHOR PINS Civil Engineer: APPROVED FOR USE IN CONSTRUCTION SHALL CONFORM TO THE MINIMUM MINIMUM OF 2"DEEP. McClure NOTES: NOTES REQUIREMENTS AS SHOWN.REFER TO THE PROJECT PLANS FOR COMPLETE 225 Friend Street#805 1. POSTS TO BE PLUMB.ANY POST BENT OR DATA AS TO INSTALLATION,LOCATION,ETC. 4. REINFORCING STEEL USED IN PRECAST CEMENT CONCRETE WHEELSTOPS 1. TWELVE INCH(12")LINES SHALL BE APPLIED IN ONE APPLICATION,NO COMBINATION [2�MIN. OTHERWISE DAMAGED SHALL BE REMOVED AND SHALL HAVE A MINIMUM OF 2"CLEARANCE TO THE CONCRETE SURFACES. Boston,Ma 02114 OF LINES(TWO-6 INCH LINES)WILL BE ACCEPTED. PROPERLY REPLACED. 2. ANY PRECAST CEMENT CONCRETE WHEELSTOP MEASURING LONGER THAN t.617.466.6765 2. LONGITUDINAL CROSSWALK LINES TO BE PARALLEL TO CURBLINE. 1/4"BOLT�/ 6'4'WILL REQUIRE 3 ANCHOR PINS TO HOLD WHEELSTOP IN POSITION. 5. MINIMUM CONCRETE STRENGTH IS 4,000 PSI.LOCATE 6"FROM EDGE OF 2. POSTS MAY BE PLACED OR DRIVEN. PAVEMENT TO CENTER OF WHEELSTOP.CENTER WHEELSTOP IN EACH 3. ALL LONGITUDINAL CROSSWALK LINES TO BE THE SAME LENGTH AND PROPERLY SIGN POST Z 3. WHEN POSTS ARE SET,HOLES SHALL BE DUG TO SPACE. ALIGNED. 1 3/4"X 1 3/4" THE PROPER DEPTH.AFTER INSERTING POSTS, THE HOLES SHALL BE BACKFILUED WITH SUITABLE PARKING BUMPER DETAIL CURB OR EOP 00 MATERIAL IN 6"MAXIMUM DEEP THOROUGHLY 9 �PV�N\OFk4s CROSSWALK COMPACTED LAYERS.POSTS SHALL PRESERVE NOT TO SCALE 2 1 ALIGNMENT. LINDSEY NOT TO SCALE GROUND 4. POSTS SHALL NOT BE DRIVEN WITH THE SIGN DITONNO ATTACHED TO THE POST. CIVIL 2'-6" No.51161 5. SIGNS SHALL BE ERECTED IN CONFORMANCE WITH FLAGPOLE(EXISTING,SALVAGED) FORM SQ., THE REQUIREMENTS OF THE"MANUAL ON UNIFORM SEE PLAN 4"WHITE TRAFFIC CONTROL DEVICES." S/ONALE EO PAINTED LINES 6. WHEN SIGN IS IN PLACE NO PART OF THE POST 2"DEEP WATERPROOF FLASH COLLAR SHALL EXTEND ABOVE THE SIGN. COMPOUND ISOLATION JOINT BREAKAWAYMOUNT 7. HANDICAP PARKING SIGN HEIGHT SHALL NOT :�,A,, z (WITH TAMPER PROOF FXCEED8'. HARDWOOD WEDGES Dale:2026.07.1310 331914'00 HARDWARE) Stamp: LJ TIGHTLY TAMPED,SCREENED,DRY SAND 1 4"MIN.OVERLAP U) LU LU 16 GA.GALV.,CORRUGATED SLEEVE,SIZE FOR MUTCD SIGN POLE SEE SITE PLAN 6 \�J NOT FOR NOT TO SCALE CAST-IN-PLACE FOUNDATION VV/#4 TIES @ CENTER TO CENTER CONSTRUCTION 12"O.C.&(8)#6 VERT. STEEL CENTERING WEDGES AND STEEL BASE PLATE X ------ STRIPED PARKING STALL 12" STEEL SUPPORT PLATE 3 RESERVED WELDED TO GROUNDING No. Date Revision NOT TO SCALE PARKING SPIKE 8" Z- MIN. HANDICAP SIGN 3/4"GROUNDING SPIKE DOMED CONCRETE CAP -V11'U (PAINTED) NOTE:VAN ACCESSIBLE FLAGPOLE FOOTING SIGN NOT REQUIRED ON 84" 1 UNIVERSAL OR STANDARD 0 6"DIA.SCHEDULE 80 GALVANIZED MIN. STALLS. NOT TO SCALE STEEL PIPE FILLED WITH CONCRETE 60' AND FIELD PAINTED,COLOR TO BE MIN. GALVANIZED METAL SIGN POST INSTALL INSIDE TEXT DIMENSIONS APPROVED BY OWNER 4" SIZE OF SIGN COLOR 4 POST SIZE CONCRETE FILLED 6"DIA.STEEL BOLLARD IDENTIFI- (INCHES) NUMBER UNIT AREA AREA IN Job No.: 2025000039 (COLOR BY OWNER) AND CATION TEXT OF SIGNS IN SQUARE SQUARE Drawn By: BLR/LD FINISHED GRADE WIDTH HEIGHT NUMBER FINISHED GRADE LETTER VERTICAL REQUIRED BACK- FEET FEET Checked By: LAD NUMBER LEGEND BORDER REQUIRED (INCHES) (INCHES) HEIGHT SPACING GROUND Issue: PERMIT SET I > NOTE: R\ Date: 06/16/2026 �T T SIGNS SHALL BE LOCATED SO THAT RESERVED 1 2'-0" THEY CANNOT BE OBSCURED BY A PARgNG 'I VEHICLE PARKING IN THE SPACE. R7-8 12 18 MUTCD MUTCD GREEN GREEN Scale: AS INDICATED 4"MIN. 3,000 PSI CONCRETE STANDARD STANDARD 2 WHITE GR P5(2 REQ'D) 1.500000 3.000000 FOUNDATION -1 1 Drawing Title: _3" 3/8"DIA.WELDED HOOPS, CIVIL DETAILS 18"DIA.AT TOP,BOTTOM "0 f 6"MIN. AND CENTER R7-8A 18 9 MUTCD MUTCD 2 WHITE GREEN GREEN MNT.W1 R7-8 1.125000 2.250000 2-DIA. ACCESSIBLE PARKING SIGN ON BOLLARD STANDARD STANDARD MIN. 7 NOT TO SCALE BOLLARD DETAIL NOTES: 1. ALL WARNING,REGULATORY AND ROUTE MARKERS SHALL BE FABRICATED WITH HIGH INTENSITY ENCAPSULATED LENS REFLECTIVE SHEETING 4 (SEE SECTION M9.30.0)TYPE III OR IV. NOT TO SCALE Drawing No.: 2. ALL P5 POSTS SHALL BE TELESCOPIC SQUARE TYPE POSTS. 3. QUANTITIES OF SIGNS AND POSTS SHOWN ON THIS SHEET MAY DIFFER FROM THE SITE PLANS.WHERE DIFFERENCES OCCUR,THE SITE PLANS C 5 0 3 SHALL PREVAIL. Project: DUCT UNDER PAVEMENT DUCT UNDER TURF Lawrence Municipal Airport OUTLET UNPAVED PAVED STANDARD Administration Building i 39 4„ CONTROL JOINT &DOMED GRATE(SIZE PER PLAN) SURFACE 492 Sutton Street l I 32" _ MOUND LOAM COURSE AS BITUMINOUS PAVEMENT �_1 I SPECIFIED North Andover MA 01845 AS SPECIFIED (SEE NOTE) INLET 6" Owner: l i fj, 12"MIN.WHEN PATCHING L=o Lawrence Municipal Airport PLAN ®` 30"DIA.C.I. i // a LU FRAME&COVER \ o:o:�— CUT TO STRAIGHT EXISTING PAVEMENT n p a 492 Sutton Street 032' o o /\ EVEN EDGE BEFORE Dv M o North Andover MA 01845 (SEE DETAIL) SUITABLE BACKFILL / PAVING g 2_g^ g^ COMPACTED IN 12" j SEE TABLE 1 \\ zPVC DRAIN BASIN - t.978.794.5880 LU 2" LIFTS TO 95% \ \jj BACK FILLED WITH NON-FROST (NYLOPLAST OR APPROVEDw MODIFIED PROCTORY, /\" 12"BEYOND UNDISTURBED SUSCEPTIBLE GRANULAR FILL w EQUAL) j76 __� � f TRENCH WALL a 12, 6. "WIDE RED POLYETHYLENE { o FRAME&COVER ***** * ELECTRICAL CAUTION TAPE "' 10%O.D.48" BACKFILL MATERIAL BELOW AND v %/ +.* p J NOTES: NONWOVEN I.D.OR LESS 4"MIN. —III „III TO THE SIDES OF STRUCTURE MassDOT-AD Job No.: q w GEOTEXTILE FABRIC ,* (603.3.2) CONDUIT BY ELEC.CONTRACTOR SHALL BE ORDINARY BORROW ASMP-2026-LWM-32-SAAB-PH-4a M Of 4'-0"I.D. 1. CONCRETE:4000 PSI AFTER 28 DAYS. 12' (SEE ELEC.PLANS FOR SIZE AND o om 2. REINFORCING:H-20 LOADING,4 X4 Xq TYPE) D° ° m NOTES: Architect: o W.W.M SLAB TOP-NO.5'S@s O.C. ,*,* 3,500 PSI CONCRETE �"CRUSHED /�++++ /\ ° j�,j 1. GRATES SHALL BE DUCTILE IRON PER ASTM A536. F@rirlici( 3. SHIPLAP JOINTS SEALED WITH 1 STRIP 4 ++++. 6"BEDDING(MIN.) lxx�/x/, /j fn 5" 5" OF 1"DIA BUTYL RUBBER SEALANT. STONE /\ 12"IN LEDGE \j\j\j j \j \ BEDDING 2. FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05. MECC@r�l@ q **,*,*,*,°,°,°,,*,*,* ( ) /iii iii i i�i Architecture a 4. EACH CASTING TO HAVE LIFTING HOLES �i�j\/\/\/\/\/\/\/\/ /,j��,�,\/��,/,��,j/, SEE PROJECT INLET //..///._i i//% = 3. DRAIN BASIN TO BE MANUFACTURED ACCORDING TO PLAN DETAILS.. 4� INVERT CAST IN. / `SEE TABLE 2 / SPECIFICATIONS 70 Franklin Street M m 3D MAX. 3 3 4. DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ASTM Boston,Ma 02110 EACH SECTION TO BE LABELED AS 5. t.617.350.7900 o D3212 FOR CORRUGATED HDPE(ADS N-12IHANCOR DUAL WALL),N-12 HP,& v UTLE 5-1/2" NOTED. 8"MIN. PVC SEWER. f.617.350.0051 6 6. 8"SLAB TOP AVAILABLE. o� o Structural Engineer: TABLE 1 NOTE:FOR DUCTS UNDER NEW PAVEMENT,PAVEMENT SECTION SHALL BE AS SHOWN McNarama Salvia EIIII S CRUSHED STONE OR ON THE PAVEMENT DETAIL;FOR DUCTS UNDER EXISTING PAVEMENT,PAVEMENT 1 Federal Street#3710 CT ON PIPE MINIMUM TABLE 2 SECTION SHALL MATCH EXISTING. SCREENED GRAVEL BEDDING LOCATION MATERIAL COVER Boston,Ma 02110 (DEPTH=6"IN EARTH,12"IN LEDGE) INSIDE DIAMETER TOTAL WIDTH AREA DRAIN AD t.617.737.0040 PAVED ROADS ALL 3 FT. 1-WAY CONCRETE ENCASED/UNENCASED DUCT BANK DRAIN MANHOLE 12°To2a° I.D.+2a" 6 9 UNPAVED ROADS ALL 3 FT. OVER 24" 2 X I.D. NOT TO SCALE NOT TO SCALE MEPFP Engineer: NOT TO SCALE UNPAVED AREAS ALL 2 FT. g ARUP US,Inc. 60 State Street Boston,Ma 02109 TYPICAL STORM DRAIN TRENCH INSTALLATION DUCT UNDER PAVEMENT DUCT UNDERTURF A A t.617.864.2987 NOT TO SCALE J SAW CUT AND SEAL O�oO BITUMINOUS PAVEMENT JOINT 4"LOAM AND SEED �O VARIES���0���� FACE OF CURBING (SEE NOTE) o��� L Civil Engineer: SEE FRAME AND GRATE BASE COURSE(MATCH 6"WIDE RED POLYETHYLENE McClure DETAIL THIS SHEET FINISH GRADE EXISTING THICKNESS) ELECTRICAL LINE CAUTION TAPE SECTION A-A 225 Friend Street#805 FINISH GRADE 24" FINISH GRADE p4.04 Boston,Ma 02114 8"CAST IRON FRAME SET 6"SET IN CAP �9T t.617.466.6765 ON FULL BED OF MORTAR CAST IRON INSTALL SINGLE BARE#8 DIMENSIONS ARE FOR REFERENCE ONLY COUNTERPOISE IF AND SEALED WITH MORTAR _ 12"MIN.WHEN PATCHING ACTUAL DIMENSIONS MAY INCHES V ITI-iTI 8" EXISTING PAVEMENT a D PROPOSED DIMENSIONS ARE IN INCHES PRECAST ADJUST TO GRADE WITH AHRD RED COUNTERPOISE IS NOT QUALITY:MATERIALS SHALL CONFORM TO ASTM A536 GRADE 70-50-05 CONCRETE 24 BRICK-2C MINIMUM,12"MAX. 10" 8 PROVIDED PARALLEL TO PAINT:CASTINGS TO BE FURNISHED WITH A BLACK PAINT CONE SECTION (CONCRETE COLLARS AND BARR CAST CLEANOUT RING&COVER v DUCT jN Of Mq BLOCKS ARE NOT ACCEPTABLE.) �P� SS9 FLAT TOOL JOINT ON 6"UNDERFORATED PIPE PAVEMENT-Y DEPTH DOME GRATE 2� LINDSEY 5"MINIMUM WALL 45°ELBOW m TURF-2'DEPTH 'I O DITONNO THICKNESS co ALL EXPOSED BRICK 45°WYE NOT TO SCALE o CIVIL w DRAIN p o No.CIVIL (8"IF UNREINFORCED) w� 48"MIN. CATCH BASIN HOOD PLUG OR CONTINUE � R END OF PIPE LU Z w AS INDICATED TO BE FLUSH ¢<C1 SS/ONALE WITH INSIDE WALL w O FLOW F�_ NOMINAL DUCT SIZE p O O ° BACK FILLED WITH NON-FROST _____* uJ SUSCEPTIBLE GRANULAR FILL - j. Co z a a o CONDUIT BY ELEC.CONTRACTOR SEAL ALL FACTORY SEAL AROUND PIPES WITH (SEE ELEC.PLANS FOR SIZE AND TYPE) D..202soiisioas 414'00 PRECAST JOINTSW/ a TYPICAL DRAIN CLEANOUT BITUMINOUS SEAL z NON-SHRINK MORTAR FLUS ,4 ' \,\,\, 3,500 PSI CONCRETE PRECAST WITH STRUCTURE NOT TO SCALE \ Stamp: CONCRETE EXISTING SUBGRADE OR /// �/ BASE SECTION COMPACTED FILL 3" 3" CLEANOUT FRAME&COVER 4" '� 14"MIN. NOT FOR 8"MINIMUM FINISHED GRADE PER PLAN CONSTRUCTION SCREENED GRAVEL 1,500 PSI CONCRETE NOTE:FOR DUCTS UNDER NEW PAVEMENT,PAVEMENT SECTION SHALL BE AS SHOWN NOTE:ALL PRECAST SECTIONS SHALL CONFORM TO ON THE PAVEMENT DETAIL;FOR DUCTS UNDER EXISTING PAVEMENT,PAVEMENT ASTM C478 SECTION SHALL MATCH EXISTING. DEEP SUMP CATCH BASIN ECCENTRIC CONE 2-WAY ENCASED DUCT BANK NOT TO SCALE 2 6"HDPE CLEANOUT NOT TO SCALE 7 No. Date Revision RISER STACK 6"HDPE 3/4"CRUSHED STONE 45°BEND FINISHED GRADE STANDARD WYE BRANCH 0 0 0 0� �00 0�00 0 0 0� o 0 oUo oUo Job No.: 2025000039 FLOW NON-WOVEN GEOTEXTILE FILTER FABRIC Drawn By: BLR/LD AROUND CRUSHED STONE WITH 12" Checked By: LAD C 4.0'(MIN.) MINIMUM OVERLAP AT SEAM 6 BUILDING FOUNDATION AND FOOTING PER Issue: PERMIT SET STRUCTURAL PLANS MINIMUM 12"X12"CROSS Date: 06/16/2026 SECTION OF 3/4"CRUSHED STONE PERFORATED HDPE SUBGRADE Scale: AS INDICATED FOUNDATION DRAIN(SIZE AS NOTED) PREPARATION PER STRUCTURAL Drawing Title: 1110 =I= __ d'1DIAM&Ek CIVIL DETAILS PERFORATED HDPE FOUNDATION DRAIN CLEANOUT !IFou ATIO D I = M III-III III-III- 5 I � TO SITE NOT TO SCALE _ SANITARY SYSTEM iIIIIIIIIIIIIIIIIIIIII11I-11I PVC SANITARY SEWER PIPE, REFER TO PLUMBING Drawing No.: FOUNDATION DRAIN NOT TO SCALE C504 Project: Lawrence Municipal Airport FOR CONSTRUCTION IN ROADS. Administration Building 24"DIA. — — _ - ROAD SHOULDERS AND WALKWAYS SAW CUT PAVEMENT WHEN MATCHING CLEANOUT COVER SURFACE COURSE AS SPECIFIED TO EXISTING PAVEMENT 492 Sutton Street 12"SQUARE CONCRETE COLLAR (3 PLACES) North Andover MA 01845 BASE COURSE AS SPECIFIED I I I I I I SUITABLE MATERIAL oO�O�J�O�O� } Owner: 6„ Lawrence Municipal Airport 2"MIN. \MIN._ METAL IMPREGNATED TAPE F W Q z 492 Sutton Street _ — OR TRACER WIRE w o North Andover MA 01845 Q t.978.794.5880 o� °U) 6"PVC RISER — - U zo Of CAP U LU �� PLAN VIEW 12"SANDa - _ BLANKET I~91P OVER PIPE MassDOT-AD Job No.: s" Z ASMP-2026-LW M-32-SAAB-PH-4a 4-76" 45°BEND FILTER FABRIC to BOOT 4"/6"BOOT PLUG WYE I�9 ¢} Architect: OUTLET SEWER MAIN OD O Fennick LIQUID 15j' 1Z„ z O.D. 1 McCredie LEVEL a Architecture CLEANOUT CASTING 6"MIN.* (DIMENSION ARE NOMINAL) '12"MIN.ON LEDGE B Franklin Street Boston,Ma 02110 BEDDING t.617.350.7900 NOTES: f.617.350.0051 1. STANDARD DUTY CASTING COMPLYING WITH AASHTO M 306.MARK LID WITH"SANITARY"OR"SANITARY C.O." UNDISTURBED MATERIAL 2. DO NOT ALLOW CASTING TO BEAR ON TOP OF RISER PIPE. w Structural Engineer: 5 3. 6INCH PVC SERVICE PIPE. MCNaranla.Salvia NOTES: 1 Federal Street#3710 4. THREADED PVC CAP OR IRON BODY FERRULE WITH BRASS SCREW PLUG 1. CONTRACTOR TO INSULATE WHERE COVER IS LESS THAN 6'OF COVER IN PAVEMENT AND 4'IN LANDSCAPE AREAS WITH Boston,Ma 02110 SECTION VIEW 2"RIGID INSULATION.INSULATION MUST BE POSITIONED ABOVE THE BLANKET MATERIAL AND EXTEND ACROSS THE FULL t.617.737.0040 WIDTH OF THE TRENCH. NOTES: 2. W-MAXIMUM ALLOWABLE TRENCH WIDTH TO A PLANE 12"ABOVE THE PIPE.FOR PIPES 15"NOMINAL DIAMETER OR LESS, M E PFP Engineer: 1. CONCRETE:5,000 PSI MINIMUM AFTER 28 DAYS. SANITARY SEWER CLEANOUT W SHALL E 24"PLUS LOW GRADE.D.W SHALL ALSO BE THE PAYMENT WIDTH FOR LEDGE EXCAVATION AND FOR ORDERED 2. STEEL REINFORCEMENT:ASTM A615 GR.60,A185 OR A497-1"MIN.COVER 3 ARUP US,Inc. NOT TO SCALE 60 State Street 3. DESIGNED FOR AASHTO HS-20 LOADING,0 TO 5 FT COVER. Boston,Ma 02109 4. TONGUE&GROOVE JOINT SEALED WITH BUTYL TUBBER OR EQUAL SANITARY SEWER TRENCH t.617.864.2987 5. TANK EXTERIOR TO RECEIVE AT LEAST 2 COATS OF BITUMINOUS DAMPROOFING. NOT TO SCALE Civil Engineer: McClure SEWER MANHOLE COVER 225 Friend Street#805 GREASE INTERCEPTOR Boston,Ma 02114 7 ADJUSTMENT INSIDE FACE OF t.617.466.6765 NOT TO SCALE RINGS MANHOLE INSIDE FACE OF MANHOLE 27"DIA.� FILL WITH FILL WITH MORTAR PRECAST TOP MORTAR a a 1N Of M4ss9� 02 LINDSEY �� s DITONNO CIVIL w SEWER No.51161 MANHOLE PIPE e DEPTH DIAMETER JOINT SEALANT(TYP.) PIPE A�o�ss10NALEN���� STAINLESS ] _ . STEEL INTERNAL PRECAST RISER CLAMP fJj o'pa1e.2�260]1311033:BI-0400' 3"LETTERS MARKED SECTION "SEWER" STAINLESS STEEL Stamp: STAINLESS STEEL STRAP COVER TO HAVE DIAMOND PRECAST BASE WITH CLAMP RUBBER-LIKE FLEXIBLE 12"MIN. CONCRETE FILLET° RAISED PATTERN INTERGRAL RISER SECTION RUBBER-LIKE SLEEVE KOR-N-SEAL BOOT NOT FOR LOCK-JOINT FLEXIBLE MANHOLE SLEEVE 32a' LOWEST d KOR-N-SEAL JOINT SLEEVE (OR ACCEPTABLE SUBSTITUTE) CONSTRUCTION 3 FLOWLINE 6"MIN. (OR ACCEPTABLE SUBSTITUTE) 3., 11 a 32" I.12" a a NOTE:ALL GASKETS,SEALANTS,MORTAR,ETC...SHALL a ;g' I MIN. FLEXIBLE PIPE BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' 31 a" 8"MIN. CONNECTION(TYP.) WRITTEN INSTRUCTIONS 6" PIPE TO SEWER MANHOLE JOINTS No. Date Revision 30" TYPICAL SECTION a'CRUSHED STONE NOT TO SCALE V LOCATION STATION NEOPRENE GASKET IF 1/2" $ WATERTIGHT APPLICATION Manhole Maximum Pipe Diameter Qj 34" IS REQUIRED nches Fore Pipes Diameter At 180 At 90 (inches) Separation Separation 39 4" 4a 24 18 60 36 24 PRECAST CIRCULAR 72 42 30 MANHOLE 84 48 36 ss sa az Job No.: 2025000039 Drawn By: BLR/LD NOTES: Checked By: LAD 1. FOR ADDITIONAL CONFIGURATIONS,MAINTAIN A MINIMUM OF 12 INCHES OF CONCRETE BETWEEN VERTICAL EDGES OF PIPE Issue: PERMIT SET OPENINGS. Date: 06/16/2026 2. 12 INCH MINIMUM RISER HEIGHT ABOVE ALL PIPE OPENINGS. Scale: AS INDICATED 48" Drawing Title: SANITARY SEWER MANHOLE CIVIL DETAILS NOT TO SCALE SECTION A-A SEWER MANHOLE COVER NOT TO SCALE 2 Drawing No.: C505 Project: UNPAVED PAVED UNDISTURBED 1.5"SUPERPAVE SURFACE 2 EARTH Lawrence Municipal Airport COURSE-12.5 EXIST. UNDISTURBED EXIST.ROADWAY SURFACE PROP.LT HOT MIX 12"MIN. �'/' �\��- EARTH Administration Building 2.0"SUPERPAVE INTERMEDIATE ROADWAY ASPHALT(ITEM 472.) UNDISTURBED � � .•*��''. `t' COURSE-12.5 SURFACE - 1 lJ�', i WARNING TAPE FULL DEPTH EARTH = 492 Sutton Street O O BITUMINOUS ;:' North Andover MA 01845 PAVEMENT TSAWCUT(TYP.) PROP.GRAVEL BORROW** 36„ MIN.45° 1'(TYP.) O O � Owner: 0 o MIN.- SUITABLE MATERIAL MIN.45° PROP.321"SUPERPAVE BASE 6" POURED p 1'(TYP.) Lawrence Municipal Airport 5'�"MIN. o 0 o COURSE(ITEM 450.42)** «+ «y POURED CONCRETE 492 Sutton Street COVER .''MIN. '. CONCRETE BACKFILL WITH SUITABLE 5" 5" BLOCKS z1 7� BLOCKS North Andover MA 01845 0 0 0 0 o PROP.GRAVEL BORROW** MATERIAL(THOROUGHLY MIN., «MIN.' gyr ti'2''.MIIV:•;" MIN.45` t.978.794.5880 COMPACTED IN 6"LIFTS) DIAMETER VARIES VARIES VARIES V PROP.WATER MAIN TRACER WIRE .4'MIN.+"+ BACKFILL WITH SUITABLE {. «D«« MATERIAL(THOROUGHLY ««D«« 1---2"MIN. • -�-- ---- -_• COMPACTED IN 6"LIFTS) ' ra€asst{tzv `� PROP.WATER MAIN *�� MIN.3' PLAN VIEWS MassDOT-AD Job No.: D+3'�I LIMITS OF EXCAVATION 1)+3'�I ASMP-2026-LWM-32-SAAB-PH-4a LIMITS OF EXCAVATION TYPICAL GAS TRENCH NOMINAL MINIMUM BEARING AREA AGAINST r ' UNDISTURBED SOIL(SQUARE FEET) Architect: PERMANENT PATCH TEMPORARY PATCH �+ PIPE SIZE NOT TO SCALE (INCHES) TEES& 4 DEG 22.5 DEG 11.25 DEG NOTES CAPS fn McCrek 5 1. THE EXPOSED EDGES OF ALL LONGITUDINAL AND TRANSVERSE SAWCUT JOINTS SHALL BE TREATED WITH HOT 6 3.0 3.0 2.0 1.0 cCredie POURED RUBBERIZED ASPHALT JOINT SEALANT MEETING MASSDOT SPECIFICATIONS. 8 5 Architecture 2. ALL TRENCH DIMENSIONS SHALL BE IN ACCORDANCE WITH SUB-SECTION 140.80 OF THE MASSDOT STANDARDS .0 4.0 2.0 1.0 70 Franklin Street AND SPECIFICATIONS FOR HIGHWAYS AND BRIDGES. 112 1 11.0 10.0 5.0 3.0 Boston,Ma 02110 3. TRENCH BACKFILL MAY CONSIST OF EXCAVATED MATERIAL PROVIDED THAT SUCH MATERIAL MEETS THE t.617.350.7900 REQUIREMENTS FOR GRAVEL BORROW TYPE C(M1.03.0 TYPE C)AND IS APPROVED BY THE ENGINEER.MATERIAL 9 1 THRUST BLOCK BEARING FOR WATER MAIN f.617.350.0051 SHALL BE PLACED AND COMPACTED IN LAYERS NOT EXCEEDING 6 INCHES.IF THE EXCAVATED MATERIAL DOES i NOT MEET THESE REQUIREMENTS OR IS DEEMED UNSUITABLE,CONTROLLED LOW-STRENGTH MATERIAL NOTES Structural Engineer: (MECHANICAL EXCAVATABLE)SHALL BE USED TO BACKFILL THE TRENCH FROM BELOW THE GRAVEL BORROW r- m `�'e`�' 1. THRUST BLOCKS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE McNarama Salvia SUB-BASE TO A MINIMUM OF 12 INCHES ABOVE THE TOP OF WATER MAIN. jy, lA Ol �6„ O Q LATEST AWWA STANDARDS. 1 Federal Street a O 2. PROVIDE A SEPARATION LAYER OF POLYETHYLENE BETWEEN THE CONCRETE THRUST " WHERE UNSUITABLE MATERIAL IS ENCOUNTERED AT THE PIPE EXCAVATION LIMIT A MINIMUM OF 6"BELOW THE BLOCK AND PIPE FITTING TO PREVENT DIRECT CONTACT AND ENSURE JOINT MOVEMENT IS Boston,Ma 02110 PIPE SHALL BE EXCAVATED AND BACKFILLED WITH DENSE GRADED CRUSHED STONE. NOT RESTRICTED. t.617.737.0040 ** THE INTENT IS TO MATCH EXISTING HMA AND GRAVEL BASE THICKNESS. Z' 3. THE MINIMUM THICKNESS OF CONCRETE FOR ALL THRUST BLOCKS SHALL BE 12 INCHES. 1 4. ORIENT EACH THRUST BLOCK SO THAT THE CENTERLINE OF THE FITTING ALIGNS WITH THE 12, CENTER OF THE THRUST BLOCK BEARING AREA. MEPFP Engineer: WATER TRENCH DETAIL GATE COVER 3Z, 5. THE THRUST BLOCK BEARING ANGLE,WHETHER VERTICAL OR HORIZONTAL,SHALL NOT BE ARUP US,Inc. NOTE:LOCKING LESS THAN 45 DEGREES.NOT TO SCALE NOTE:COVER COVER.STAINLESS SECTION A-A 6. BEARING AREAS SHOWN ARE BASED ON SANDY SOILS AT 200 PSF AND MAX.HYDROSTATIC 60 State Street Boston,Ma 02109 READS:"WATER" STEEL BOLT PRESSURE OF 200 PSI. IN 14"LETTERS 7. ALL FITTINGS SHALL BE ANCHORED BY MECHANICAL MEANS AND BY CONCRETE THRUST t.617.864.2987 PROPOSED HYDRANT BLOCKS,REQUIRED PER MASSDOT STANDARD SPECIFICATIONS OR AS NOTED IN THE PUMPER CONNECTION CONTRACT DOCUMENTS. FACES ROAD ® 8. THRUST BLOCKS SHALL BE BUILT AGAINST UNDISTURBED SOIL WITH ADEQUATE BACKING TO Civil Engineer: PREVENT MOVEMENT OF THE FITTING. McClure GATE VALVE BREAKAWAY FLANGE O 0 4^ 9. THRUST BLOCKS SHALL BE 3000 PSI CONCRETE. 225 Friend Street#SOS FINISHED GRADE 3"TO 6" 6 f� �1 10.NO JOINTS SHALL BE COVERED WITH CONCRETE. (SEE DETAIL) A`I'S� ® 11.THRUST BLOCK DETAILS ARE SHOWN HERE FOR TYPICAL INSTALLATIONS,ADDITIONAL Boston,Ma 02114 LRESTRAINT MAY BE REQUIRED,AS DIRECTED BY THE ENGINEER. t.617.466.6765 W 421 THRUST BLOCK DETAILS �1 of� o STANDARD ROADWAY j in NOT TO SCALE TELESCOPING ACCESS BOX =z DIVISION GATE COVER SECTION B-B w 4 MIL POLY NOTE �P�1N Of M4SS9 o OVER STONE 2� LINDSEY 1. WATER GATE COVER SHALL HAVE A MINIMUM HEIGHT OF 3.5 0 INCHES AND MINIMUM WEIGHT OF 13 POUNDS,BRAND NAME DITONNO BIBBY-STE-CROIX OR EQUAL. GATE VALVE CIVIL IF CONCRETE FINISHED GRADE (SEE DETAIL) No.51161 THRUST BLOCK IS ;P USED,DO NOT WATER GATE COVER A�'�Ss/ONALEN����e BLOCK DRAIN 5 MECHANICAL JOINT WATER MAIN RESTRAINED JOINT CONCRETE THRUST BLOCK STANDARD w CAP LOCATED AT ..F s NOT TO SCALE FOLLOWER GLANDS AGAINST UNDISTURBED EARTH ROADWAY ' I='� THE PROPERTY LINE TELESCOPING Q OR AS DIRECTED BY u ; a s WATER GATE >"' t 1 y2026.1 53 PROVIDE 12"SQUARE BY 6"THICK PROVIDE 0.5 CUBIC YARDS OF FINISHED GROUND ACCESS BOX THE ENGINEER Dale:zszs.o7.ia iosa:az-0a'ss CONCRETE BASE UNDER HYDRANT CRUSHED STONE TO 6"MIN. FRAME AND COVER SURFACE d ABOVE DRAIN HOLES w Stamp: NOTES 1.PROPOSED HYDRANT AND LATERAL PIPING CONNECTION WORK SHALL MEET THE REQUIREMENTS OF ..,F; THRUST BLOCK LOCAL REGULATIONS.MATERIALS,INSTALLATION,METHODS,QUALITY,PERFORMANCE,TESTING, SET CAST IRON FRAME SUBMITTALS AND APPROVALS SHALL ALL COMPLY WITH MASSDOT HIGHWAY STANDARD IN CONCRETE FOUNDATION SPECIFICATIONS AND ANY LOCAL REGULATIONS. w STANDARD ROADWAY '•••,y.Y NOT FOR 2.PROVIDE HYDRANT AND VALVE JOINTS WITH RESTRAINED MECHANICAL JOINTS. TELESCOPING ACCESS BOX 3.ALL JOINTS BETWEEN ANCHOR TEE AND HYDRANT SHALL BE RESTRAINED. RESTRAINED JOINT CONSTRUCTION 4.CONCRETE THRUST BLOCK TO BE USED ONLY WHERE IT WILL BEAR ON UNDISTURBED EARTH AND >;,� WATER MAIN FOLLOWER GLANDS WHERE APPROVED BY THE ENGINEER. x z_ PLACE MASONRY BLOCK a FOUNDATION UNDER p v ACCESS PIPE CAPPING WATER PIPE CONNECTION HYDRANT CONNECTION RESILIENT-SEATED NOT TO SCALE 2 GATE VALVE No. Date Revision NOT TO SCALE THRUST BLOCK " p RESTRAINED JOINTS(TYP.) DI PIPE(TYP.) o D' GATE VALVE v n_ WATER MAIN NOT TO SCALE Job No.: 2025000039 PIPE Drawn By: BLR/LD ILENGTH THRUST BLOCK e " Checked By: LAD VARIES Issue: PERMIT SET GATE VALVE ° °D Date: 06/16/2026 °O° RESTRAINED Scale: AS INDICATED CLDI PIPE e°. JOINT(TYP.) WATER MAIN Drawing Title: HYDRANT OR CAPPED PIPE RESTRAINED FLANGE CIVIL DETAILS JOINT(TYP.) GATE VALVE ANCHOR TEE WITH GATE TO CLDI PIPE HYDRANT OR CAPPED PIPE NOT TO SCALE J ANCHOR TEE WITH INLINE GATE �7 NOT TO SCALE Drawing No.: C506 Project: Lawrence Municipal Airport Administration Building 492 Sutton Street 45'EXTENSION ARMS PULL POST North Andover MA 01845 3 STRAND FOUR POINT BARBED TO LEAN AWAY FROM A Owner: AIRPORT AREA WIRE,6"SPACING(TYP.) Lawrence Municipal Airport 492 Sutton Street North Andover MA 01845 CORNER OR t.978.794.5880 END POST TOP RAIL (TYP.) { MassDOT-AD Job No.: ASM P-2026-LW M-32-SAAB-PH-4a BRACE RAIL-TIES TO ATTACH FABRIC BRACE RAIL Architect: TO BRACE RAIL Fennick (24"CENTERS) > < 8,_0„ McCredie Architecture 70 Franklin Street Boston,Ma 02110 WIRE CLIPS OR TIE ROD t.617.350.7900 TIES TO ATTACH f.617.350.0051 FARIC TO POSTS< Structural Engineer: TIE ROD (12"CENTERS) O' McNarama Salvia 1 Federal Street#3710 TENSION WIRE > Boston,Ma 02110 X y y t.617.737.0040 }xX` PROPOSED GRADE 'XY>'XXY>'XY> C i MEPFPEngineer:iiiiii i ` `i ARUP US,Inc. 60 State Street Boston,Ma 02109 t.617.864.2987 P-610 CONCRETE P-610 CONCRETE CMcClEegineer: LINE POST SPACED EVERY 10 225 Friend Street#805 FEET(MAX.) Boston,Ma 02114 t.617.466.6765 f• ►�1'-6"DIA. �--��1'-6"DIA. 1'-6"DIA. I I A ��P�,1N Of Mgss9t 2 LINDSEY ELEVATION VIEW DI TON N0 CIVIL w No.51161 A���SSlONALEN�'���e jr fF j oigAally signed by Lindsey oiTb... Date:2026.07.13 10'.33:3614'00' Stamp: OUTSIDE INSIDE AIRFIELD AIRFIELD NOT FOR GALVANIZED WIRE CONSTRUCTION Q TIES AT 1'-0"O.C. [TENSION WIRE ALONG FENCE No. Date Revision BARBED WIRE FENCE CORNER PLAN Job No.: 2025000039 4 Drawn By: BLR/LD SECTION A-A Checked By: LAD Issue: PERMIT SET Date: 06/16/2026 Scale: AS INDICATED Drawing Title: 8'TALL SECURITY FENCE DETAIL n CIVIL DETAILS NOT TO SCALE Drawing No.: C507 Project: Lawrence Municipal Airport Administration Building 492 Sutton Street North Andover MA 01845 Owner: Lawrence Municipal Airport 492 Sutton Street North Andover MA 01845 STORMWATER FILTER(WATER QUALITY UNIT)DESIGN NOTES t.978.794.5880 TREATMENT CAPACITY IS A FUNCTION OF THE CARTRIDGE LENGTH AND THE NUMBER OF CARTRIDGES.THE STANDARD SURFACE INLET STYLE WITH 6-0" TRENCH GRATE AND COVER IS SHOWN.ALTERNATE CURB INLET OR PIPE INLET OPTIONS ARE AVAILABLE.PEAK CONVEYANCE CAPACITY TO BE rw43ssD(.001F T DETERMINED BY ENGINEER OF RECORD. « STEPS HI-FLO CARTRIDGE SELECTION:40" � (LOCATION CARTRIDGE CARTRIDGE LENGTH 54" 40" 27" 151. MassDOT-AD Job No.: MAY VARY) OUTLET INVERT TO STRUCTURE INVERT(A) 6'-6" 5'-4" 4'-3" T-3" ASMP-2026-LWM-32-SAAB-PH-4a s FLOW RATE HIGH-FLO/DRAINDOWN(CFS)(PER CART) 0.178/0.089 0.133/0.067 0.089/0.045 0.049/0.025 MAX.TREATMENT(CFS) 0.89 0.67 0.45 0.25 Architect: OUTLET INVERT TO RIM(MIN)(B) 3'-4" 3'-4" 3'-4" 3'-4" fn McCrFenne k DECK McCredie WEIR Architecture INLET 70 o BAY Q �E), Bo ton Franklin 02110 t.617.350.7900 0 f.617.350.0051 Structural Engineer: -- N v u McNarama Salvia _ ®,' ] O 0 Q 1 Federal Street#3710 - Boston,Ma 02110 t.617.737.0040 BAFFLE AND DRAINDOWN FLOATABLES HOOD CARTRIDGE v NEEMEPFP Engineer: ,h ARUP US,Inc. 60 State Street PLAN VIEW v Boston,Ma 02109 (TOP SLAB NOT SHOWN FOR CLARITY) O t.617.864.2987 Civil Engineer: HUE 225 Friend Street#805 TRENCH FRAME AND Boston,Ma 02114 REMOVABLE GRATE t.617.466.6765 24" 24" TRENCH COVER TRENCH GRATE N.T.S. N.T.S. CARTRIDGE jN Of Mgssq� a DECK o2 LINDSEY m DI TON N0 r— CIVIL I — — GENERAL NOTES: No.51161 STEP 1 — 1.WATER QUALITY UNIT SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND A���9S/ONALEl1����e INFORMATION CONTAINED IN THIS DRAWING.CONTRACTOR TO CONFIRM STRUCTURE =_-) MEETS REQUIREMENTS OF PROJECT. — 2.STRUCTURE SHALL MEET AASHTO HS-20 OR PER APPROVING JURISDICTION ?.- I — -- 1 REQUIREMENTS,WHICHEVER IS MORE STRINGENT,ASSUMING EARTH COVER OF 0',AND I GROUNDWATER ELEVATION AT,OR BELOW,THE OUTLET PIPE INVERT ELEVATION. yfiy sg Pa sy aseyora a ENGINEER OF RECORD TO CONFIRM ACTUAL GROUNDWATER ELEVATION.CASTINGS Dale.zozso is iosa:ae-0a ss OUTLET PIPE SHALL MEET AASHTO M306 LOAD RATING AND BE CAST WITH THE MANUFACTURER LOGO. Stamp: 3.STRUCTURE SHALL BE PRECAST CONCRETE CONFORMING TO ASTM C-857,ASTM C-918, AND AASHTO LOAD FACTOR DESIGN METHOD. 4.OUTLET PIPE INVERT IS EQUAL TO THE CARTRIDGE DECK ELEVATION. 5.THE OUTLET PIPE DIAMETER FOR NEW INSTALLATIONS IS RECOMMENDED TO BE ONE CARTRIDGE PIPE SIZE LARGER THAN THE INLET PIPE(WHERE APPLICABLE)AT EQUAL OR GREATER NOT FOR Q SLOPE. CONSTRUCTION I INSTALLATION NOTES A.CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY I TO LIFT AND SET THE STRUCTURE. B.CONTRACTOR WILL INSTALL AND LEVEL THE STRUCTURE,SEALING THE JOINTS,LINE ENTRY AND EXIT POINTS NON-SHRINK GROUT WITH APPROVED WATERSTOP OR ( I ? FLEXIBLE BOOT). cv F C.CARTRIDGE INSTALLATION,BY MANUFACTURER,SHALL OCCUR ONLY AFTER SITE HAS No. Date Revision I BEEN STABILIZED AND THE WATER QUALITY UNIT IS CLEAN AND FREE OF DEBRIS. I L CONTACT MANUFACTURER TO COORDINATE CARTRIDGE INSTALLATION WITH SITE _ _-1 STABILIZATION. WATER QUALITY UNIT 1(WQU-01) (FILTRATION SYSTEM) i NOT TO SCALE Job No.: 2025000039 Drawn By: BLR/LD Checked By: LAD Issue: PERMIT SET Date: 06/16/2026 Scale: AS INDICATED Drawing Title: CIVIL DETAILS Drawing No.: C508 Project: Lawrence Municipal Airport Administration Building PLAN VIEW CURB CUT(PER PLAN) 492 Sutton Street North Andover MA 01845 Owner: CONCRETE INLET ► --BAGKOFCDRB Lawrence Municipal Airport - 492 Sutton Street f; DISTANCE VARIES ! North Andover MA 01845 t.978.794.5880 INSURMOUNTABLE CURB FACE - \ —INSURMOUNTABLE CURB FACE RIP RAP SIZING MUST CONFORM TO MASSDOTrq7c7ssD e, ---- 001F T PRETREATMENT UNIT(INCL. - =-- CONCRETE BASE) SPEC.SECTION M2.02.0 ray€�a�ss�t{yzv� 3D VIEWS 1I'"" MassDOT-AD Job No.: ASMP 2026 LWM 32 SAAB PH 4a Architect: —POSITION PRETREATMENT UNIT SOPRIMARY OUTLET ALIGNS WITH TOE OF BASIN SIDE SLOPE fn McCre k TO AVOID SOIL INTERFERENCE WITH FILTER �� q'STONE ECCet�le Architecture — _ 6" 70 Franklin Street Boston,Ma 02110 t.617.350.7900 3�10• SECTION f.617.350.0051 ELEVATION VIEW a'CRUSHED STONE Structural ga eer: ma Sal _ 1 Federal Street#3710 INLET INSURMOUNTABLE CURB --- PRETREATMENT UNIT(INCL.CONCRETE BASE) �ii r _ RIP RAP PROTECTION 3 Boston,Ma 02110 p NOT TO SCALE t.617.737.0040 ----PRETREATMENT UNIT INLET -----TOP FIBERGLASS GRATE GUTTERLINE MEPFP Engineer: T _ - HIGH VOLUME OVERFLOW ' ARUP U Inc. ---GUTTERLINE 60 State Street --_— —————— --- -------- a_ a� Boston,Ma 02109 -- — t.617.864.2987 SITE SPECIFIC � � .T .'� %/l/�1����/%f/////;�/f/����� - � = 5 1'175" — BASIN BOTTOM OM SITE SPECIFIC ,`� ✓ '�Os -� PRIMARY CIVII Engineer: .� REMOVABLE ►1 —OUTLET VARIES- 4'-0"(MIN.) g \ §5 FILTER WALL ' SEE PLAN TOP WIDTH McClure 225 Friend Street#805 4» TOP BERM Boston,Ma 02114 ELEV.=158.60 t.617.466.6765 AGGREGATE BASE COURSE �„` '- \ \,' \ 6" OVERFLOW SPILLWAY ELEV.=157.50 ` \` BASIN BOTTOM ELEV. 156.50 /i /i� ELEVRE 157.60 DRAIN WITH DOME GRATE ESHGW ELEV.-154.40 ////// ✓ SUBSOILS- ► = 6"MIN.TOPSOIL AND SEED(TYP.) N Of MgSS9t REFER TO 2 LINDSEY L 12"HDPE OUTLET LANDSCAPE PLANS DITONNO INV.=153.00 VARIES-SEE PLAN CIVIL No.51161 1. EXISTING FILL MATERIAL PRESENT BELOW THE BOTTOM ELEVATION OF THE STORMWATER BASIN SHALL SSlONALEN�'���e BE REMOVED TO THE DEPTH OF NATIVE SOILS AND REPLACED WITH CLEAN BORROW MATERIAL PRETREATMENT UNIT CONSISTING OF SAND OR LOAMY SAND,FREE OF CLAY AND SILTS,WITH A GRADATION PER ASTM C33 J�; OR MASSDOT M1.03.0,AND WITH NO MORE THAN 5%BY WEIGHT PASSING THE#200 SIEVE. ,Y' t (VEGETATED DETENTION INLET) " 1 2. DO NOT TRAFFIC EXPOSED SOIL SURFACE WITH CONSTRUCTION EQUIPMENT.IF FEASIBLE,PERFORM f��yafiysg"Pa eyu"asey D�Ta""a NOT TO SCALE EXCAVATIONS WITH EQUIPMENT POSITIONED OUTSIDE THE LIMITS OF THE STORMWATER BASIN. Dale:2026.07.1310.33:4314.00 3. AFTER THE STORMWATER BASIN AREA IS EXCAVATED TO THE FINAL DESIGN ELEVATION,THE FLOOR Stamp: SHOULD BE DEEPLY TILLED WITH A ROTARY TILLER OR DISC HARROW TO RESTORE INFILTRATION RATES.FOLLOWED BY A PASS WITH A LEVELING DRAG. PRETREATMENT UNIT 4. DO NOT PLACE STORMWATER BASIN INTO SERVICE UNTIL THE CONTRIBUTING AREAS HAVE BEEN FULLY RAIN GUARDIAN TURRET STABILIZED. OR APPROVED EQUAL 5. BACKFILL MATERIAL FOR FILL EMBANKMENT AREAS SHALL CONSIST OF SATISFACTORY ONSITE NOT FO R MATERIAL OR BORROW MATERIAL WHEN EXCESS SATISFACTORY MATERIAL DOES NOT EXIST.MATERIAL CONSTRUCTION PVC BASIN AREA DRAIN PROPOSED GUTTER INLET SHALL HAVE CLASSIFICATION OF GW,GP,GM,SW,SP,AND SM(ASTM D 2487 OR AC COMBINATION. ( ) PIPES INSTALLED THROUGH EMBANKMENT SHALL INCLUDE WATERTIGHT JOINTS. WITH DOME GRATE 6"LOAM AND SEED (PER PLAN) SEE LANDSCAPE PLAN STORMWATER BASIN FOR PROPOSED SEED /4 1 �Do MIX AND PLANTINGS �I NOT TO SCALE - - t}I ELEVATION A:INLET qI I No. Date Revision o I ELEVATION C:OVERFLOW III I I 1 7/10/2026 SPR-PEER REVIEW COMMENTS EXISTING SUBGRADE�I o III ELEVATION B:BOTTOM ELEVATION � I I �, III III r VEGETATED DETENTION AREA 01 VEGETATED DETENTION AREA 02 III III ELEVATION A 154.60 154.60 Job No.: 2025000039 ELEVATION B 153.60 153.60 Drawn By: BLR/LD ELEVATION C 154.25 154.00 Checked By: LAD PVC BASIN DIAMETER 12" 15" Issue: PERMIT SET VARIES PER PLAN HDPE OUTLET SIZE 10" 12" Date: 06/16/2026 HDPE OUTLET INVERT 152.00 152.10 Scale: AS INDICATED HDPE PIPE OUTLET (PER PLAN) Drawing Title: $.,CRUSHED NOTES: CIVIL DETAILS STONE BASE 1. EXISTING FILL MATERIAL PRESENT BELOW THE BOTTOM ELEVATION OF THE DETENTION AREA SHALL BE REMOVED TO THE DEPTH OF NATIVE SOILS AND REPLACED WITH CLEAN BORROW MATERIAL NOTES: CONSISTING OF SAND OR LOAMY SAND,FREE OF CLAY AND SILTS,WITH A GRADATION PER ASTM C33 REFER TO LANDSCAPE PLAN FOR PLANTING OF OR MASSDOT M1.03.0,AND WITH NO MORE THAN 5%BY WEIGHT PASSING THE#20D SIEVE. VEGETATED DETENTION AREAS. 2. DO NOT TRAFFIC EXPOSED SOIL SURFACE WITH CONSTRUCTION EQUIPMENT.IF FEASIBLE,PERFORM EXCAVATIONS WITH EQUIPMENT POSITIONED OUTSIDE THE LIMITS OF THE DETENTION AREA. 3. AFTER THE DETENTION AREA IS EXCAVATED TO THE FINAL DESIGN ELEVATION,THE FLOOR SHOULD BE DEEPLY TILLED WITH A ROTARY TILLER OR DISC HARROW TO RESTORE INFILTRATION RATES. FOLLOWED BY A PASS WITH A LEVELING DRAG. VEGETATED DETENTION AREA 01&02 4. DO NOT PLACE DETENTION AREA INTO SERVICE UNTIL THE CONTRIBUTING AREAS HAVE BEEN FULLY Drawing No.: 2 STABILIZED. NOT TO SCALE C509 Project: NOTES: Lawrence Municipal Airport 1. SEE SHEET C002 FOR NOTES AND LEGEND INFORMATION. Administration Building 492 Sutton Street North Andover MA 01845 Owner: Lawrence Municipal Airport 492 Sutton Street ,: ., ^• North Andover MA 01845 t 978 794 5880 A .a .Cs J76�r s���u�<3 A[4+isi�9. MassDOT-AD Job No.: ASMP-2026-LWM-32-SAAB-PH-4a Architect: fnFennick McCredie Architecture 70 Franklin Street ° Boston,Ma 02110 t.617.350.7900 f.617.350.0051 0 00o Structural Engineer: M o-. b' c aram N Salvia a = 1 Federal Street#3710 Boston Ma 02110 ..�. O • e o 0 o e e e e t.617.737.0040 - MEPFP Engineer: ® ® X X ARUP US,Inc. 60 State Street -� Boston,Ma 02109 I. � It.617.864.2987 % Civil Engineer: McClure 225 Friend Street#805 Boston,Ma 02114 t.617.466.6765 . • , 2 LINDSEY � DI TON NO CIVIL w No.51161 SSlONALEN o � \ j ?s ..F date:202607 1310'.334]-0400' Y Stamp: � m CONSTRUCTION R s No. Date Revision t Job No.: 2025000039 Drawn By: BLR `- Checked By: NID Issue: PERMIT SET 40.2 Date: 06/16/2026 Copy of N.Andover Fire-Current o£ Scale: AS INDICATED Overall Length 40.200ft 0O o Overall Width 8.930ft Drawing Title: 0 0o Overall Body Height 10.802ft VEHICLE TURNING Min Body Ground Clearance 1.232ft Track Width 8.930ft MOVEMENT PLAN Lock-to-lock time 6.00s Max Steering Angle(Virtual) 40.600 8.21 18.96 reN¢liaci e2Aa�t�riro,ie,�mEn,o-r aufE m r Tumis�easa gnadelp pkoibCO# CgpIN,P miF1lre-Cu ant Drawing No.: 20 10 0 20 C 6 0 1 Project: Lawrence Municipal Airport CONSTRUCTION GENERAL NOTES Keynote Legend Administration Building 1. REFER TO DRAWING A011 FOR PROJECT NOTES, Key Value Keynote Text 492 Sutton Street ARCHITECTURAL ABBREVIATIONS,AND SYMBOLS. North Andover MA 01845 064A [064000]MILLWORK COUNTER(FILE STORAGE BELOW) 2. DOOR OPENINGS ARE DIMENSIONED TO 084B [0841 13]INTERIOR STOREFRONT Owner: CENTERLINE OF OPENING.IF NOT DIMENSIONED,THE 08 8AA [08 80 00]EXTERIOR GLAZING:DOUBLE PANE IGU WITH 2 LOW E COATING 101A [10 14 00]ALUMINUM SIGNAGE HINDGE SIDE OF DOOR TO BE SPACED 4"(INCLUDING Lawrence Municipal Airport JAMB FROM THE ADJACENT WALL. EL 01 IT RACK LOCATION 492 Sutton Street EL 02 TV SCREEN North Andover MA 01845 GN 02 RECESSED MAILBOX WITH PARCEL DROPOFF t.978.794.5880 3. ALL NEW WALL SHALL BE TYPE A6A(6"STUD WITH 1 LAYER OF 5/8"GWB ON EACH SIDE)UNO.ALL OTHER WALLS TO BE BUILT AS TAGGED. 4. ALL PENETRATIONS HORIZONTAL OR VERTICAL SHALL BE SEAL TO MAINTED ASSEMBLY RATING. MassDOT-AD Job No.: 5. MECHANICAL UNITS SHOWN FOR GRAPHIC ASMP-2026-LWM-32-SAAB-Ph-4a REPRESENTATION ONLY.REFER TO MECHANICAL DRAWINGS/NARRATIVE. Architect: Fennick 6. REFER TO A311 FOR EXTERIOR WALL AND ROOF fm McCredie ASSEMBLY INFORMATION Architecture 70 Franklin Street Boston,Ma 02110 t.617.350.7900 f.617.350.0051 Structural Engineer: McNarama Salvia - - _ - 1 Federal Street#3710 Lj = Boston,Ma 02110 t 617 737 0040 - MEPFP Engineer: - ARUP US,Inc. A301 LINE INDICATES EDGE OF ---- - 60 State Street ROOF ABOVE _ -- Boston,Ma 02109 2 --- t.617.864.2987 A522 ELo1 _——— _—i— Civil Engineer: -- - McClure _ _ 225 Friend Street#805 3 A3o1 sssP ---® _- ——- }sssr Boston,Ma 02114 3 t.617.466.6765 3 A5124 S65PL A302 A522 A522 A522 SIM. -1 Mr �. - _- ----. ----. ----. --. _----._ —- ---_ I - ---- --_ - EL 02 ----. ---_ ----.MANAGER-- I --- ----. ----. ----. ---_ ----. ---_ ----. ----. _ _ e 1 TOR I`({JII� I 6 Cl �10 A I 110 SIM NI o STORAGE_ —CONFERENCE AD 91N FIT � 109A 110 DE -- S65P 4 4 VESTIBULE 1 SIM. A541 A302 06 4A o r 3 I r i CORRIDOR 08 4B 2 ` 11 A 108 A524 RESTAURANT 2 —————————————— (DINING) A302 Sta m P� - EN'S ROOM TENANT 106 14 1 n1 - LLII I - - - - - - - - - - 3 106A A a1 NOT FOR s i���\�1 I A711 JANITOR LOBBY o , J na41 I` a 04 104 EST03ULE 10 CONSTRUCTION MECHANICAL 115 I_ 105A I GN,02 o ❑ S65P I 3 � 115- o _❑ A523 lii o ---- I 105 EN'SROOM _____ _____ ____ ❑ No. Date Revision 105 RESTAURANT o o SHF1 I 3 (KIN) A524 Sim. 1 7 1 — — — 1 10 1A 4 �'LANDSIDE A522 TYP ES65P A521 A523 VESTIBULE 1 4 O TYP. 101 A524 SIM. o A301 117 1 2 l A527 o r —11 ----�. - _- ----. ----. ----. ----. --_ ----. ----. ---_ ----. --_ - ---_ --- ----. ---_ ----A523- _- 0 w ° --- - - LINE INDICATES EDGE OF Job No.: 1283 -. ----OS 8AA---- r---- ---- r -- - ---- - ROOF ABOVE Drawn By: SD FC T- - - Checked By: KF,FC Issue: BID DOCUMENTS ES65P Date: 05/12/2026 Scale: 1/8"=1'-0" Drawing Title: FIRST FLOOR h PLAN FIRST FLOOR PLAN SCALE:FL=1'-0" Drawing No.: A100 Project: Lawrence Municipal Airport Keynote Legend Administration Building Key Value Keynote Text 492 Sutton Street 05 7A [05 75 00]MECHANICAL SCREEN BOD:MORIN PERFORATED PANEL North Andover MA 01845 06 1E [06 15 43]GLULAM BEAM 07 5A [07 54 16]PVC KEE MEMBRANE ROOFING Owner: 07 6D [07 62 00]CONTINUOUS METAL FASCIA,TYP. 07 6E [07 62 00]ALUMINUM ROUND DOWNSPOUT Lawrence Municipal Airport 07 6K [07 62 00]METAL ROOF EDGE FLASHING TRIM 492 Sutton Street 08 0A [08 00 08]CURTAIN WALL GLAZING North Andover MA 01845 08 513 [08 52 13]SOLDIER COURSE AT WINDOW HEAD WITH STONE SILL,TYP. t.978.794.5880 U K L 08 7A [08 7100]DOOR ACTUATOR ON BOLLARD 08 9A [08 90 00]LOUVER.REFER TO MECHANICAL DRAWINGS 101B [10 14 00]THREE DIMENS IONAL ALUM INUM SIGNAGE a7assDC-1 A302 A301 Al 05 A301 MassDOT-AD Job No.: ASMP-2026-LWM-32-SAAB-Ph-4a Architect: F-05 7. 1 Fennick 07 6K McCredie -------- Architecture 06 1 E 8 5B 70 Franklin Street ——————————— Boston,Ma 02110 NN X W H(C'UPAK ANN,lopo'o 07 5A --- 0 "all 0 ------- 1 Federal Street#3710 Boston,Ma 02110 t.617.737.0040 JILI MEPFP Engineer: 24'-0"CONTROL JOINTS 16'-0"CONTROL JOINTS ARUP US,Inc. 21'-4"CO NTROL JOINTS 16'-0"CONTROL JOINTS 60 State Street SOUTH ELEVATION(AIRSIDE) Boston,Ma 02109 4 SCALE:118"V-0" t.617.864.2987 Civil Engineer: McClure 225 Friend Street#805 Boston,Ma 02114 t.617.466.6765 4 A301 A0301 <0 07 5A � <( �A3102> �A302> 'A301> 07 5A 08 DA 07 5A 07 SID 07 SID 08 513 06 1E 06 1E ---------- -------------------- ----------- ----- A'2 0 ----------- ------------- ----------- 15 ------- --------- ---------- ------- z I NOT FOR osSB 856 089ACONSTRUCTION 24'-0"CONTROL JOINTS 14'-0"CONTROL JOINT17� 81-01, 085B 3 EAST ELEVATION CONTROL JOINT WEST ELEVATION 20'- CONTROL JOINTI" SCALE:14'V-0" 2 SCALE:1/8"1'4' No. Date Revision A 2 A301 4 F07 5A 057A Job No.: 1283 Drawn By: SD,FC 07 SID 07 5A Checked By: KF,FC 5B —————— 076D Issue: BID DOCUMENTS 089A ME MILE I Drawing Title: -- --------------- Wig BUILDING ELEVATIONS 24'-0"CONTROL JOINTS A210)24--0"CONTROL JOINTS A720 24'-0"CONTROL JOINTS NORTH ELEVATION(LANDSIDE) Drawing No.: SCALE:1/8"=1'-0" A201