The URL can be used to link to this page

Home My WebLink About2026/06/16 - Preliminary 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 LOCATED AT: - T 492 SUTTON STREET MassDOT-AD Job No.: NORTH ANDOVER,ESSEX COUNTY,MASSACHUSETTS ASMP-2026-LWM-32-SAAB-Ph-4a Architect: Fennick PREPARED FOR: fn M Credie 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 S,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 •LAWRENCE MUNICIPALAIRPORT 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 C101 DEMOLITION PLAN ��P�1NOFM4ss9t BOSTON,MA 02110 •0 2 I INDSEY 0 C102 OVERALL SITE PLAN DITONN0 .............. ..... C103 SITE PLAN CIVIL ................ I......a J No.51161 w UTILITY AND MUNICIPAL CONTACTS: '''' clog SITE LAYOUT PLAN y . 94 o C105 GRADING&DRAINAGE PLAN ss/ONALE NATIONAL GRID:ELECTRIC •••••••••••••• ••••• 0.• C106 UTILITY PLAN I 55 BEARFOOT RD. C107 EROSION&SEDIMENTATION CONTROL PLAN o9�iys9sea by usaseyora o NORTHBORO,MA 01532 ... PROJECT LOCATION ...... (492 SUTTON STREET)••••• C108 SIGNAGE&PAVEMENT MARKINGS PLAN oaie:z026.06.15 leas aiaaoo PHONE:781-906-4003 ••• .. ......•••• o C109 LANDSCAPE PLAN Stamp: CONTACT:AMBER JONES c . .. °o C501 CIVIL DETAILS EVERSOURCE:GAS ............4 C502 CIVIL DETAILS 995 BELMONT ST. •.. �� C503 CIVIL DETAILS BROCKTON,MA 02301 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 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 C001 LEGEND&ABBREVIATIONS 492 Sutton Street BACK AND FACE OF CURB OR BITUMINOUS CONCRETE BERM ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS North Andover MA 01845 SIDEWALK BC BOTTOM OF CURB C002 CIVIL NOTES 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 W WATER CIP CAST IN PLACE C101 DEMOLITION PLAN 492 Sutton Street 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 ucc UNDERGROUND COMMUNICATIONS COMM COMMUNICATIONS C104 SITE LAYOUT PLAN SF—SF TEMPORARY PERIMETER EROSION CONTROL CONC CONCRETE C105 GRADING&DRAINAGE PLAN j167APriassDC?T 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.: 90 CONTOUR ELEVATION EA. EACH 108 NA E PAVEMENT MARKINGS PLAN AS M P-2026-LW M-32SAAB-Ph-4a 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 HDPE 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 MEc=x MATCH EXISTING GRADE MAX MAXIMUM MEPFP Engineer: SPOT ELEVATION MEG MATCH EXISTING GRADE ARUP S,Inc. MEP MECHANICAL/ELECTRICAL/PLUMBING 60 Statoston,e Street DRAIN MANHOLE MH MANHOLE MN. MINIMUM tt..617 864.298709 MUTCD MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES CATCH BASIN ® NTS NOT TO SCALE O.C. ON CENTER Civil Engineer: ROOF DRAIN OH OVERHEAD McClure RD PROP PROPOSED 225 Friend Street#805 CLEANOUT PVC POLYVINYL CHLORIDE Boston,Ma 02114 CO R RADIUS t.617.466.6765 VENT RCP REINFORCED CONCRETE PIPE RD ROOF DRAIN REM REMOVE (e SEWER MANHOLE REQD REQUIRED RT RIGHT O TELEPHONE MANHOLE SAN SANITARY SEWER VjNOFM4SS SMH SEWER MANHOLE CEP 90 ELECTRIC MANHOLE SS SANITARY SEWER o2 LINDSEY �� E SWL SOLID WHITE LINE DI TON N0 SWGL SOLID WHITE GORE LINE CIVIL O WATER MANHOLE TC TOP OF CURB No.51161 MANHOLE TEMP. TEMPORARY A�o�SSlONALEN��e TW/TOW TOP OF WALL GV TYP TYPICAL 9 GAS VALVE UG UNDERGROUND I VCC VERTICAL CONCRETE CURB C,OO GAS SHUT OFF WG WATER GATE Dale.'026.06.15 le 46-4-00 Dis��S19�.d by umdsey DiT.- WSO WATER SHUTOFF Stamp: WATER VALVE WATER SHUT OFF FIRE HYDRANT NOT FOR • CONSTRUCTION BOLLARD ^�\ LIGHT POLE PEDESTRIAN GATE F \ t No. Date Revision STREET LIGHT UTILITY POLE CATCH BASIN OSTORM DRAIN MANHOLE GATE VALVE Job No.: 2025000039 Drawn By: BLR/AS H H HANDHOLE Checked By: LAD Issue: PERMIT SET Date: 06/16/2026 PM]PM] GAS METER 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 TO WATER DURING CONSTRUCTION.CONTRACTOR SHALL COORDINATE 492 Sutton Street US DIRECTED BY THE ENGINEER. TEMPORARY WATER SERVICE WITH THE TOWN OF NORTH ANDOVER AND 3.DISTURBED EXPOSED SOIL AREAS SHOULD BE TEMPORARILY 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 q 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) BUILDING INCLUDING RESTAURANT SPACE GATE.THE TIMING,DURATION,AND OPERATION OF SECONDARY ACCESS UNLESS OTHERWISE NOTED. ASSOCIATED WORK. 17 PROPOSED USE:LAWRENCE MUNICIPAL AIRPORT ADMINISTRATION SHALL BE COMMUNICATED AND APPROVED BY THE AIRPORT COMMISSION 3.CONTRACTOR SHALL COMPLY WITH OSHA TRENCHING AND SHORING 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 FROM 0 01 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-32SAAB-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. 6.CONSTRUCTION EQUIPMENT AND MATERIALS SHALL NOT BE STORED OR TOP/RIM ELEVATION OF MANHOLES SHALL MATCH FINISH GRADE. 6.DURING CONSTRUCTION,AREAS OF EXPOSED SOIL THAT WILL NOT BE Architecture 6.ALL NEW ELECTRIC AND COMMUNICATION LINES SHALL BE INSTALLED COVERED AND GRADED TO FINISH GRADE SHALL BE STABILIZED AS SOON 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 SPECIFICATIONS. CONSTRUCTION ACTIVITY.TEMPORARY EROSION CONTROL MEASURES Boston,Ma 02110 THIS PROJECT.ALL CONSTRUCTION SHALL CONFORM TO THESE PLANS. SUMPS.OUTLETS SHALL BE FITTED WITH AN APPROVED OUTLET HOOD TO SHALL INCLUDE EROSION CONTROL MESH,NETTING OR MULCH AS t.617.350.7900 7.THE CONTRACTOR SHALL COORDINATE ALL UTILITY SHUTDOWNS AND PREVENT SEDIMENT MIGRATION. 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 CONTRACTOR SHALL PROVIDE MARKING TAPE FOR ALL UNDERGROUND 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 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. tN Of Mgssq� THE RESPECTIVE UTILITY PROVIDER. PITS,VACUUM EXCAVATION,GROUND PENETRATING RADAR(GPR),AND 2 UNDSEY ti� 16.ALL WORK SHALL CONFORM TO THE MASSDOT STANDARD 14.ALL PROPOSED DRAINAGE STRUCTURES SHALL BE CLEANED PRIOR TO o SPECIFICATIONS FOR HIGHWAYS AND BRIDGES,2026 EDITION(EFFECTIVE CCTV INSPECTION. DITONN0 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. 'Oy��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 BYA PROFESSIONAL ENGINEER LICENSED IN THE WITH APPROVED STRUCTURAL FILL.NO PAVEMENT,STRUCTURE,OR 13.SEED MIX SHALL BE EQUAL PARTS OF RED FESCUE(CREEPING), j COMMONWEALTH OF MASSACHUSETTS WHEN REQUIRED. x- / 17.CONTRACTOR TO MAINTAIN ACCESS FOR EMERGENCY VEHICLES AT ALL LOAM AND SEEDING OPERATIONS SHALL BE PERFORMED ON FROZEN KENTUCKY BLUEGRASS,REDTOP,PERENNIAL RYEGRASS. / f TIMES. 8.ALL VOIDS RESULTING FROM DEMOLITION SHALL BE BACKFILLED WITH SUBGRADE. COMPACTED,GRANULAR MATERIAL FREE OF ORGANICS AND DEBRIS. 15.ALL UTILITY TRENCH BACKFILL WITHIN PAVED AREAS SHALL CONFORM TO DigialysignedbyLindseyDiT.- 18.THE CONTRACTOR SHALL ADHERE TO ALL PERMIT CONDITIONS ISSUED COMP SHALL PLACED IN LIFTS NOT EXCEEDING 6 INCHES AND MASSDOT STANDARD SPECIFICATIONS FOR GRAVEL BORROW,DENSE 14.AFTER ALL DISTURBED AREAS HAVE BEEN STABILIZED,TEMPORARY Dz 2026.06.15 is 460-400 BY LOCAL,STATE,AND FEDERAL AGENCIES. COMPACTED TO 95%OF MAXIMUM DRY DENSITY PER ASTM D1557. 16.ALL DRAINAGE STRUCTURES SHALL BE DESIGNED AND CONSTRUCTED TO GRADED CRUSHED STONE,OR CONTROLLED DENSITY FILL AS EROSION CONTROL MEASURES ARE TO BE REMOVED. 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 APPLICABLE REGULATIONS.NO MATERIALS SHALL BE STORED,SOLD,OR AS NECESSARY.PIPE MATERIAL TRANSITIONS SHALL BE MADE USING DEVICES. CONSTRUCTED SITE IMPROVEMENTS,UTILITIES,AND STRUCTURES. SHALL BE DESIGNED TO WITHSTAND HS-20 LOADING UNLESS OTHERWISE 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 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 EDDITTIONION 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 ORADJACENT 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 SECURITY FENCE PRIOR TO ANY CLOSING OF PRIMARY AIRFIELD ACCESS GATE. 492 Sutton Street DEMOLITION OR FENCE REMOVAL UTILIZE SECONDARY ACCESS DURING CLOSURE North Andover MA 01845 _ '. , CONTRACTOR TO INSTALL TEMP.AIRPORT PHASE 2 t.978.794.5880 SECURITY FENCE PRIOR TO ANY WORK DEMOLITION OR FENCE REMOVAL AREA - - 1, - _ _ ��-T� o ,. o 0 0 < tf 17. q, - _ - = - — - — � -- ------------ -------------- TEMP. -� ,._ 4 _ .. AIRPORT - _. e MassDOT AD Job No - --- �- i -'� -- - - ASMP-2026-LWM-32-SAAB-PH-4a SECURITY FENCE \ F -4 AIRPORT 1 A Architect: TEMP.I CONTRACTOR TO PROVIDE -= _-- - , - �.-� _ SECURITY FENCE(REMOVE UPON COMPLETION OF TEMPORARY POWER PRIOR TO - .r „( �_ - r ..- _ eFennic( v Archt _� PROP.PERMANENT FENCE) POWER SUPPLY t%" --- .__-_ .� -- _ - _ } - - i1.. S o - ' Mc edie fn ;=r Architecture ., �_ x !.. }- ._.• E � e � � it � 70 Franklin Street Bo ton Ma 02110 " - _ - s_ o f.617.350.0051 K.� t ' [ s TEMP.CONSTRUCTION FENCE(ADJUST PER _.--"" • - , CONTRACTOR'S APPROVED PHASING PLAN) �/_ �+trDC+tL.lral Engineer: s _ CONTRACTOR MCNarama Salvia STAGING AREA " ,; -,._ -s! ---- �-: �✓-�� _ _ _ CONTRACTOR TO ADJUST 1 Federal Street#3710 - CONSTRUCTION FENCING FOR Boston,Ma 02110 © TEMPORARY SHUTDOWNS OF 4 DRIVEWAYS AND PARKING t.617.737.0040 AREAS FOR UTILITY AND 1�] �- �✓ PAVING WORK / fia MEPFP Engineer: N r-- — --------.—� 60SateStreet Boston, 9 ti y 0210 t 617 864 2987 ; 1 ~rf r � - � Civil CIEreg _ - dam- In Mc _ 25 Friend Street#805 Boston,Ma 02114 t 617 466 6765 t r e r , r t = rt 2 � to —— r r CONTRACTOR _STAGING - AREA r' n ' r 1 o2��a 1 LINDSEY 9 DICONLO r e _ rr 1 ; No 51161 SSlONALEN DiI i r - - __- r r! r: r oazozs.as is real saanoo ` e e >, n Stamp: r r r -.• �= rr r,v, - _, ON -� ` STAGING AREA NOT FOR , CONSTRUCTION PHASE 1 r , No. Date Revision GENERALNOTES 1. SECURITY FENCING CANNOT BE REMOVED WITHOUT THE PERMISSION OF THE AIRPORT MANAGER.TEMPORARY PHASE 2/PHASE 3 SECURITY FENCING SHALL BE INSTALLED PRIOR TO REMOVAL OF EXISTING FENCING. 2. CONTRACTOR SHALL MAINTAIN A TEMPORARY VEHICLE PATH SUITABLE FOR EMERGENCY VEHICLE ACCESS TO THE AIRFIELD AND ALL ACTIVE FACILITIES ON THE PROPERTY. 3. CONTRACTOR SHALL PROVIDE TEMPORARY TRAFFIC CONTROL DEVICES INCLUDING DRUMS,CONES,SIGNAGE, FENCING,ETC.AS NECESSARY TO IDENTIFY WORK AREAS AND DISTINGUISH VEHICLE CIRCULATION AND ACCESS Job No.: 2025000039 ROUTES. Drawn By: LID 4. REMOVE EXISTING PAVEMENT MARKINGS WHERE NECESSARY TO FACILITATE TEMPORARY ACCESS OR TEMPORARY Checked By: LAD PARKING,SUBJECT TO THE APPROVAL OF THE AIRPORT MANAGER AND ENGINEER. Issue: PERMIT SET 5. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ACCESS TO THE AIRFIELD THROUGH THE AIRFIELD ACCESS Date: 06/16/2026 GATE. Scale: AS INDICATED 6. CONTRACTOR SHALL MAINTAIN ACCESS TO THE EXISTING DUMPSTER/WASTE REMOVAL AREA THROUGHOUT Drawing Title: CONSTRUCTION. CONSTRUCTION 7. CONTRACTOR SHALL INFORM THE AIRPORT MANAGER AND TOWN OF NORTH ANDOVER FIRE DEPARTMENT AND EMERGENCY SERVICES 48 HOURS IN ADVANCE OF ANY DRIVEWAY SHUTDOWNS OR CHANGES IN AIRFIELD ACCESS GATE PHASING PLAN LOCATION. 8. 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. 9. CONTRACTOR TO TEMPORARILY INSTALL MAILBOXES IN A LOCATION SUITABLE TO THE OWNER DURING CONSTRUCTION OPERATIONS. Drawing No.: 10. CONTRACTOR SHALL PROVIDE PUMPS AND ACCESSORIES BETWEEN EXISTING DRAINAGE STRUCTURES TO MAINTAIN 30 15 0 30 DRAINAGE FLOW WITHIN THE EXISTING SYSTEM DURING DEMOLITION AND CONSTRUCTION OF EXISTING AND PROPOSED C0�4 DRAINAGE SYSTEM. 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 T SECURITY FENCE Owner: DEMOLISH EXISTING BUILDING. REMOVE AND DISPOSE REMOVE AND DISPOSE REMOVE AND DISPOSE EXISTING REFER TO ARCHITECTURAL EXISTING CONCRETE PADS ONLY AFTER INSTALLATION OF TEMP.SECURITY CONCRETE PADS ALONG UNDERGROUND ELECTRIC AND PROTECT EXISTING DMH (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 REMOVE AND DISPOSE EXISTING REMOVE AND DISPOSE EXISTING �;' I BOLLARDS AND FOUNDATIONS CHAIN LINK FENCE AND POSTS(TYP.) i1 _ = MassDOT-AD Job No.: CONCRETEE G A S S REMOVE AND RELOCATE REMOVE AND DISPOSE OF EXISTING 6"DI v CONGRE EXISTING SECURITY GATE ASMP-2026-LWM-32-SAAB-PH-4a E AND ASSOCIATED FITTINGS PAD UNa PIP _ ACCESS KIOSK _ aVERHAN _ Architect: --'" CO CRETE REMOVE AND DISPOSE EXISTING 6' OVERHANG PROTECT EXISTING Fennick CHAIN LINK FENCE AND POSTS(TYP.) a i/ ELECTRICAL O REMAN STRUCTURES fn MCCredie / 8"D{RCP) - i ( ) Architecture DOOR ON DOOR ON REMOVE AND DISPOSE OF METAL SILL METAL SILL `- 70 Franklin Street EXISTING TRANSFORMER AND PAD / EXISTING STRUCTURES(HANDHOLES, Boston,Ma 02110 / (COORDINATE WITH UTILITY) o ®� o BOLLARDS,ETC)ADJACENT TO THE t.617.350.7900 m + REMOVE AND DISPOSE n EXISTING BUILDING TO BE REMOVED(TYP.) f.617.350.0051 REMOVE AND DISPOSE EXISTING z WOOD-FRAME 0 .`-x�0 BUILDING 70±L.F.OFEXISTING12" o Structural Engineer: SHURBS AND LANDSCAPING ALONG rn z #64 RCP o ' BUILDING(TYP.) m REMOVE AND DISPOSE EXISTING McNarama Salvia -e TRANS. PROTECT EXISTING " cn / a a p / BITUMINOUS CONCRETE 1 Federal Street#3710 REMOVE AND STACK EXISTING SEWER MANHOLE m o� DOOR ON T j MAILBOX AND GRANITE POST FOR (TO REMAIN) r METAL SIL PAVEMENT(TYP.) Boston,Ma 02110 RE-INSTALLATION / F j t' 617.737.0040 (COORDINATE LOCATION WITH �� M CH GRA I I MILL MULCH c"} - — i OWNER) P WAL A s� MEPFP Engineer: PROTECT EXISTING + P ELECTRIC MANHOLES\ P P�� GCS P t I J^f P U S,Inc{60 State (TO REMAIN) ` �— ;- q tree CUT AND CAP EXISTING 6"DI WATER Boston,Ma 02109t.617.864.2987 t R 1 3.85 = �. REMOVE AND REUSE NPV J A = REMOVE AND DISPOSE EXISTING GRANITE CURB TO - R 1 � _EXISTING CONCRETE SIDEWALK CIVII Enginee r: C 12 D(R`C')IN DMINOUS CON CRETEA=150.9 - — AND GRANITE CURB(TYP.) McClure f _ REMOVE AND DISPOSE EXISTING AIRPORT SECURITY FENCE 18-D(RCP) C-t5C Boston, Friend Street#805 ONCE PROPOSED CHAIN LINK FENCE IS i Boston,Ma 02114 PROTECT EXISTING MANHOLE t.617.466.6765 CONSTRUCTED.EXIST FENCE TO REMAIN (TO REMAIN I ) UNTIL NEW FENCE IS IN PLACE / REMOVE AND DISPOSE OF EXISTING CCB SEWER SERVICE FROM MAIN TO BLDG.(28±L.F.) f / � ® � REMOVE AND DISPOSE 91±L.F. i s s r OF EXISTING 18 RCP ONC PAD ��PVjN Of MgSS9� REMOVE EXISTING GAS SERVICE, ff_ TH PLAQUE 02 LINDSEY VALVES,BOXES,AND GAS METER Q, G R A S S G R A S S^ REMOVE AND DISPOSE�� DONNO \\ z (COORDINATE WITH UTILITY PROVIDER) , C� a/per MULCHED AREA EXISTING CATCH BASIN CIVIL -I ROUND TREE No.51161 REMOVE AND DISPOSE f PROTECT EXISTING CB(TO REMAIN) �SSlONALEN��& EXIST.CB r REMOVE AND DISPOSE n = ) \_ REMOVE AND DISPOSE 82±L.F. x'' I EXISTING PARKING SIGNS CCB I OF EXISTING 18"RCP (TYP.) t/1r Dis any s19s.d by D sdsev DiT.- - REMOVE AND DISPOSE OF REMOVE AND DISPOSE EXISTING- _ __ EXISTING ASPHALT BERM(TYP.) oae:zozs.as s aas:saaoo BITUMINOUS CONCRETE PAVEMENT(TYP) jf j— — — —— —— Stamp' f f � REMOVE AND DISPOSE REMOVE&DISPOSE EXISTING PARKING SIGNS EXISTING ASPHALT BERM J \�1rr I SAWCUT EXISTING SAWCUT EXISTING—J fif ( PAVEMENT(TYP.) - - REMOVE AND DISPOSE EXISTING NOT FOR PAVEMENT(TYP.) - LANDSCAPING MULCH AND 10"TREE CONSTRUCTION / - - �r REMOVE AND RELOCATE EXISTING _ FLAGPOLE AND GRANITE MEMORIAL CUT EXISTING 18 RCP FOR fJ FUTURE CONNECTION - '� REMOVE PORTION OF EXISTING STRIPING J - _ THAT EXTENDS BEYOND SAWCUT LINE No. Date Revision \\ _ g` f Job o 03 Drawn By: BLR/AS 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 10 1 Project: TABLE OF ZONING REGULATIONS Lawrence Municipal Airport Administration Building PRIMARY AIRFIELD MAP 34A BLOCK 75 LOT 1 B 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 Lawrence Municipal Airport �......................................... EXIST.DUMPSTER ■ LOT AREA,MINIMUM(SF) 80,000 493.77 AC UNCHANGED 492 Sutton Street ■ ENCLOSURE TO REMAIN North Andover MA 01845 A HEIGHT,MAXIMUM(FT) 55 16'-1" 19'-6" t.978.794.5880 a �■...■ .♦♦♦♦J' ° STREET FRONTAGE,MINIMUM(FT) 150 1,290'+ UNCHANGED AffrrnassD .♦■♦♦ i --------------------------------- FRONT SETBACK,MINIMUM(FT) 50 582± 563± .r•_. ♦� ■ SIDE SETBACK,MINIMUM(FT) 50 1324± 1306± MassDOT-AD Job No.:i PROPOSED i � SNOW REMOVAL AS M P-2026-LWM-32-SAAB-P H-4a • ADMINISTRATION REAR SETBACK,MINIMUM(FT) 50 3424± 3407±♦ BUILDING ; EQUIPMENT(SRE) o � BUILDING Architect: f ❑ � MAX F.A.R. 0.5:1 <0.5:1 0.0014%INCREASE fn Fennick • - i---------- McCredie o oo LOT COVERAGE 35% 35% 0.0014%INCREASE Architecture ° 70 Franklin Street ,• e e e e e e 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 • Structural Engineer: LIMITS OF WORK ® ® ■ j PARKING REQUIREMENTS McNararna Salvia Federal Street#3710 • / REQUIRED Boston,Ma 02110 GFA REQUIRED o 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 / ❑ e NO DRIVE-THROUGH g • MEPFP Engineer: e : OFFICE AND BUSINESS:OR OFFICE HER ARUP US,Inc. 3.0 PER KSF GFA 4534 14 7 7 60 State Street f / • I I Boston,Ma 02109 • TOTAL 53 46 46 t.617.864.2987 • ................... PARKING NOTES • Civil Engineer: 1. RELIEF IS REQUESTED FROM SECTION»»OF THE NORTH ANDOVER BYLAW McClure •• ; FOR A REDUCTION IN THE PARKING SPACES READY FOR THE ADMINISTRATION 225 Friend Street#805 •'••f f ; BUILDING BASED UPON ACTUAL OFFICE USE.RELIEF IS REQUESTED TO REDUCE Boston,Ma 02114 ; � '•.� CONTROL TOWER THE TOTAL REQUIRED SPACES FOR OFFICE AND BUSINESS:OTHER BUSINESS OR t.617.466.6765 • ♦ »• OFFICE TO 7 FROM 14. ♦ ♦ • s ♦♦ 41 /; ♦•♦♦ 2. PER THE MASSACHUSETTS STRETCH ENERGY CODE,10%OF TOTAL PARKING ♦`� �f'•+' '• __ — SPACES SHALL BE EV-READY.BASED ON THE 46 REQUIRED SPACES,5 EV-READY PARKING SPACES ARE PROPOSED NOrMgSS9 LINDSEY DITONNO • J w i PROPOSED CIVIL No.51161 i STORMWATER BASIN SlONALEN�'�� i —— V {X,rt f ♦ ■ oisiWy'026.0 av s sasev oar 4.00 ♦ � Dale:zozs.as.1s ieas:isaa�oo Q ry..■■.........■.........................! Stamp: O 492 SUTTON STREET x CITY OF LAWRENCE Q LIMITS OF WORK AIRPORT COMMISSION Z TAX LOT 75-IB NOT FOR CONSTRUCTION w� ELECTRICAL VAULT LEASE LINE No. Date Revision EXISTING ATHLETIC FACILITY Job No.: 2025000039 Drawn By: BLR/AS (HOME GROWN LACROSSE) Checked By: LAD Issue: PERMIT SET Date: 06/16/2026 Scale: AS INDICATED Drawing Title: TOSUTTON OVERALL SITE ROAD PLAN ti Drawing No.: 30 15 0 30 ^1 02 Project: 1. SE Lawrence Municipal Airport 1. SEE SHEET C002 FOR NOTES AND LEGEND INFORMATION. 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 CHARGERS.BOLLARDS AT EV-READY PARKING SPACES ARE SHOWN FOR FUTURE LAYOUT Owner: PROP.8'STANDARD AIRPORT PURPOSES.INSTALLATION OF THE EV-READY PARKING AREA BOLLARDS ARE NOT IN CONTRACT. PROP.CEMENT CONCRETE SIDEWALK(TYP.) SECURITY FENCE WHEEL STOPS AT ACCESSIBLE EV PARKING STALLS SHALL BE INSTALLED AS PART OF THE Lawrence Municipal Airport 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 -7 1.7,qssDO T PROP.RELOCATION OF a PROP.TRANSITION CURB EXISTING FLAG POLE WITH PROP.UPLIGHTING I PROP.VERTICAL GONG CURB MassDOT-AD Job No.: 6' p AS M P-2026-L W M-32-SAAB-P H-4a EXISTING AIRFIELD a I EXISTING DUMPSTER PROP.CEMENT VEHICULAR GATE PAD AND ENCLOSURE Architect: PROP.RELOCATION OF / CONCRETE PAVEMENT ———— PROP.TRANSITION CURB TO REMAIN Fenmck EXISTING MONUMENTfn PROP.DETECTOR LOOP McCredie — I A (CONNECT TO GATE) Architecture PROP.CONCRETE II _n EQUIPMENT PAD 70 Franklin Street 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 2Q_53 PROP.FULL DEPTH BITUMINOUS 1-STORY/7,069 S.F. I6 CONCRETE PAVEMENT McNa Ural Salvia Engineer: McNarama Salvia c� 1 Federal Street#3710 PROP.DETECTABLE I >. Boston,Ma 02110 PROP.4"LOAM AND WARNING PANEL t.617.737.0040 SEED(TYP.) PROP.BOLLARD FCC PROP.B'VINYL COATED n n (TYP') I MEPFP ARUP ,Inc.Engineer: CHAIN LINK FENCE IL o I 60 State Street a I PROP.SAWCUT Boston,Ma 02109 PROP.PAD MOUNT TRANSFORMER ,>e t.617.864.2987 (TRANSFORMER BY OTHERS) o , PAD AND BOLLARDS BY CONTRACTOR VCC R7 8 R7-8 SIGN N BO LARD Civil Engineer: PROP.5.5'CEMENT McClure CONCRETE SIDEWALK W/VCC 225 Friend Street#805 Boston,Ma 02114 t.617.466.6765 PROP.VERTICAL PROP.$.WIDE PEDESTRIAN �� 'PROP.CONCRETE SIDEWALK 1 CONCRETE CURB(VCC) CROSSWALK(TYP_) n cS cYi , PROP.RELOCATED MAILBOX FUTURE EV PARKING PROP.VEGETATED DETENTION AREA 01 � SPACES(2) PROP.SAWCUT ' � (SEE GRADING&DRAINAGE PLAN,LANDSCAPE PLAN) SEE IN 3 {�` I'�PROP.VEGETATED DETENTION AREA 02 V1N Of k4SS a (SEE GRADING&DRAINAGE PLAN AND PROP.5.5'CEMENT CEP 9� u 11 O: I LANDSCAPE PLAN) o�' LINDSEY tiN ( DITONNO14 CONCRETE SIDEWALK 55 CIVIL w W/VCC I No.51161 7 VGC I A��SS10 1.EN��e PROP.8'VINYL COATED :.'•:VEG TED tVTI FtE VEG TED DE 1VTIO AREA 0 ) NA CHAIN LINK FENCE zozs.as�s ieas:zaaaoo PROP.TRANSITION CURB 1---= — -- -- '8�— J Stamp: PROP.CEMENT PRO SAWCUT CONCRETE PEDESTRIAN P. EXISTING STRIPING TO NOT FOR CURB RAMP(TYP.) FUTURE EV PARKING REMAIN UNDISTURBED SPACES(3) CONSTRUCTION SEE NOTE 3 j - 11 v_ } No. Date Revision PROP.RIPRAP j_ - a - � -- Job No.: 2025000039 -_ Drawn By: BLR/AS Checked By: LAD Issue: PERMIT SET Date: 06/16/2026 c 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 ) 3. FOR GRADING&DRAINAGE SEE SHEET C105 Administration Building Sta.=1+55.78,143.99'LT p I 4. FOR UTILITIES SEE SHEET C106 Sta:1+49.79,142.93'LT Sta.=2+27.76,137.os'LT 5. FOR PAVEMENT&CURB DETAILS SEE SHEET C502 492 Sutton Street I Sta.=2+25.76,137.32'LT North Andover MA 01845 _ Sta.=2+51.05,137.04'LT 6. FOR CHAIN LINK FENCE DETAIL SEE SHEET C503 o Sta.=0+99.82,134.12'LT �_ --- - - Owner: J�� Lawrence Municipal Airport Sta.=2+30.95,131.80'LT 492 Sutton Street SO ARA-OR North Andover MA 01845 o t.978.794.5880 Sta.=0+71.9=89.70' .... 0 Sta.=0+71 0 I I MassDOT-AD Job No.: JSta.=2+51.80,85.42'LT ASMP-2026-LWM-32-SAAB-PH-4a Sta.=1+28.62,70.00'LT I I FCC Architect: Sta.=1+21.62,70.0O'LT Oo o BENCH MARK Sta.0+95.59,70.00'LT O . . , . I Sta.=3+63.43,55.83'LT Sta.=0+95.59,64.50'LT a N:3085729.27 •FCC• •e FGC I E:758115.89 70 Franklin Street vCC Sta.1+51.40 .o e I Sta:2+51.17,54.36'LT O 70.00'LT , Boston,Ma 02110 • Sta.1+28.62,64.50'LT Sta.=2+12.62,64.50'LT t.617.350.7900 f.617.350.0051 Sta.1+21.62,64.50 LT � Sta.2+19.62,64.50'LT, ✓tt � � � •- � � � � ` ` Structural Engineer: Sta.=0+61.02,42.57'LT Sta.=2+25.95,64.50'LT I g I Sta.-2+51.32,37.90'LT MCNarama Salvia 1 Federal Street#3710 Sta.0+66.37,41.32'LT Boston,Ma 02110 t.617.737.0040 Sta.=4+00.00 Sta.0+g8.31 20.95'LT Sta.=2+17.87,18.56'LT N:3085722.18 MEPFP Engineer: EGG Sta.1+03.12,16.46'LT Sta.2+11.12,14.66 LT LC i E:758182.26 ARUP US,Inc. Sta.=2+25.12,6.00'LT 60 State Street Sta.0+85.18,9.78 LT' Sta.1+65.62 3.50'LT Sta.2+51.89 5.06'LT Boston,Ma 02109 CONSTRUCTION BASELINE Sta.1+57.12 3.00'LT t.617.864.2987 ❑ Sta.=1+03.12,3.00'LT Sta.2+11.12,3.00'LT 0+002,00 +F-- 3+0 - +50 - 4 �- • Sta.2+25.12 7.50'RT Civil Engineer: :3085412.00 76 Sta.0+81.92,4.20'RT Sta.=1+03.12,4.00'RT Sta.=2+11.12,4.00'RT _ McClure N:3085412.76 = E: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+17.87,20.06RT --- -- Sta.=0+82.38,24.50'RT �•` /t ) �ZN Of MqS •�°'' D � �E,P Sq�y » Sta.=0+78.69,46.09'RT o2 LINDSEY N Sta:0+40.81,43.93'RT DI TON N0 Sta.0+46.22,44.96'RT CIVIL No.51161 w Sta=0+63.22,49.06'RT NALEN�� I sev - o s�iy s e�ea by 51a -4-0 Dale:zozs.ae 15,.y ia Stamp: NOT FOR CONSTRUCTION - No. Date Revision i BENCH MARK Job No.: 2025000039 Sta.=0+32.10,200.13'RT Drawn By: AS N:3085310.77 E:758103.92 Checked By: LAD Issue: PERMIT SET Date: 06/16/2026 r Scale: AS INDICATED - _ Drawing Title: 1 SITE LAYOUT ,y PLAN 20 10 0 20 Drawing No.: 104 NOTES: Project: Pipe Table 1.SEE SHEET C002 FOR NOTES AND LEGEND INFORMATION. Lawrence Municipal Airport Size Length FROM: (INCHES) TYPE OF PIPE (FEET) Slope TO: 2.ALL SPOT GRADES ALONG PROPOSED CURB REPRESENT FROM: Building THE BOTTOM OF CURB ELEVATION AND THE REVEAL ON EACH CURB SHALL BE 611, 492 Sutton Street CB-04 12 RCP 34 0.89% DMH-06(5'DIA.) UNLESS OTHERWISE NOTED. North Andover MA 01845 DMH-06(5'DIA.) 12 RCP 78 0.51% DMH-04(5'DIA.) 3.CONTRACTOR SHALL REFER TO PLUMBING PLANS FOR ROOF DRAIN BUILDING Owner: CB-03 12 RCP 24 0.84% DMH-04(5'DIA.) CONNECTIONS. Lawrence Municipal Airport AD-04 12 HDPE 50 1.98% EX-2 4.REFER TO ARCHITECTURAL DRAWINGS FOR LOCATION,DIMENSIONS,AND DETAILS 492 Sutton Street OF ALL DOORS.INTERIOR SLABS SHALL BE PER STRUCTURAL AND ARCHITECTURAL North Andover MA 01845 AD-01 12 HDPE 43 0.63% DMH-06(5'DIA.) PLANS. t.978.794.5880 CB-02 12 RCP 9 1.08% DMH-06(5'DIA.) 6.AREA DRAIN AD-01 SHALL BE 18"PVC DRAIN BASIN WITH DUCTILE IRON FRAME AND DMH-03 18 RCP 38 0.52% DMH-02 MATCH EXIST.ELEVATION GRATE.AREA DRAINS AD-02 AND AD-04 SHALL BE 12"PVC DRAIN BASINS WITH DOME1q,7,q-7qssD0-t= DMH-02 18 RCP 78 0.65% DMH-01 AT SAWCUT(TYP.) GRATES.AREA DRAIN AD-03 SHALL BE 15"PVC DRAIN BASIN WITH DOME GRATE. -"`''`' AD-02 10 HDPE 48 1.o1% DMH-06(5'DIA.) MassD T-AD Job No.: -- AS M P-2026-L W M-32-SAAB-P H-4a AD-03 12 HDPE 22 4.62% EX-4 TOP OF SEAT WALL= -- _ =s _ _ Architect: DMH-05 18 RCP 80 0.51% DMH-03 DMH-04(5'DIA.) 15 RCP 10 0.51% WQU-01 �� PROP.ITRANSITION CURB 153.52 163.50 fn Mc r ed CB-01 12 RCP 20 0.76% DMH-04(5'DIA.) s3.30 i rc 1sa.zo McCredie ,_....- f • 153.70 ----154.90 BC:153.70 _ Architecture 54.40 _ r _ e 154.82 154.32 MATCH EXIST ELEVATION " 153.70 a 154.80 rc:l5a.ao / 70 Franklin Street 154.3o Bc 1sa.00 AT SAWCUT(TYP.) Boston,Ma 02110 3.80 154.90 154.4-0 154.10 � - t.61 7.350.7900 155.10) Structure Table `= ROOFDRAIN S PROP 6 FOUNDATION DRAIN CONNECTION _= s CLEANOUT TYP. 155.02 S 155.10 P TC&BC:154 00 f.617.350.0051 sa.so (TYP.) 75 PROP.TRANSITION CURB Structure Name Structure Details BC:1sa.00 Structural Engineer: 153.80 154.30 154.40 155.16 e TC:154.50 ii//. 9 RIM=154.20 �� / McNarama Salvia CB-03 / PROP.ADMINISTRATION BUILDING 154.60 i INV.OUT(DMH-04(5'DIA.))=151.20 v - PROP.6"FOUNDATION DRAIN I f 1 Federal Street#3710 1-STORY/7,069 S.F. 155.16 PROPosED a° Boston,Ma 02110 s_ FFE=155.20 / RIM=154.27 DMH-04(5'DIA.) PVC ROOF DRAIN / t.617.737.0040 INV.IN(CB-04)=151.50 INV.OUT=151.50 / INV.IN AD-01-151.50 PROPOSED 6"PVC 154.6s RIM=154.76 DMH-06(5'DIA.) ( ) 55.10 INV.IN(CB-03)=151.00 Qs / INV.IN(CB-02)151.50 ROOF DRAIN / MEPFP Engineer: INV.IN(AD-02)-151.51 INV.IN(CB-01)=151.03 Q / ARUP US,Inc. INV.OUT(DMH-04(5'DIA.))=151.40 - I INV.IN(BLDG)=151.05 PROPOSED 4 DMH-01 / INV.IN(DMH-06(5'DIA.))-151.00 PVC ROOF DRAIN RIM=153.83 ✓ 60 State Street 55.1s --- INV.OUT W RIM=154.21 J4` 155.10 ( QU-01)=150.95 INV.OUT=151.20 I INV.IN(DMH-02)=149.94 j Boston,Ma 02109 CB-04 INV.OUT(EX-1)=149.84 / t.617.864.2987 INV.OUT(DMH-06(5'DIA.))=151.80 AD-01 155.s -------- -- -- --- / RIM=154.80 55.10 T 55.16 155.10 155.16 / RIM=157.60 INV.IN(RD)=151.87 sa.ao i 155.10 PROP.TRANSITION CURB CIVII Engineer: AD-04 INV.OUT(EX-2)=153.00 INV.OUT(DMH-06(5'DIA.))=151.77 \ 55.10 155.15 saso _ ss.1a i DMH-02 McClure RIM=154.25 0 0 1 44.98 155 154.90 155.10 55.10 AD-02 -- 155.01 154.0 154.94 154.82 154.55 lsaaa RIM=154.45 225 Friend Street#805 I^ p INV.IN(DMH-03)=150.55 Boston,Ma 02114 INV.OUT(DMH-06(5'DIA.))=152.00 CB-04 ` 154.8s )- t.617.466.6765 INV.OUT DMH-01=150.45 RIM=154.21 "" "e e e 1sa.so ( TC:154.90 154.80._ 154.95 RIM=154.00 INV.OUT(DMH-06(5'DIA.))=151.80 " sa.7z TC:155.00 AD-03 " BC::1sa.ao INV.OUT(EX 4)=152.10 _ o O ° O 15a.sa ■ so t CB-03 _ RIM 154.78 ' RIM=154.20 INV.IN(DMH-05)=150.86 sa.10 154.58 ,. DMH-03 DMH-06(5'DIA.) ® INV.OUT(DMH-04(5'DIA.))=151.20 INV.IN(WQU-01)=150.85 RIM=154.27 sa.6o Vj110rAN INV.OUT(DMH-02)=150.75 INV.IN(CB-04)=151.50 ss.10 sa.7s 15a.s0 PROP.WATER QUALITY UNIT-1 P LINDSEY 9�yG INV.IN(AD-01)=151.50 54.60 CB-02 O (WQU-01) RIM=155.41 INV.IN(CB-02)=151.50 PROP.TRANSITION CURB RIM=154.10 sa 7s _„ DITON 0 CIVIL DMH-OS INV.IN(EX-2)=151.36 INV.IN(AD-02)=151.51 NoC151161 w INV.OUT(DMH-03)=151.26 INV.OUT DMH-04 5'DIA.=151.40 INV.OUT(DMH-06(5'DIA.))=151.60 5a za ( ( »- _ MATCH EXIST.ELEVATION 1sa az ss.o3 - P AT SAWCUTTYP) ASS/ONALENG�� RIM=154.76 s4 sa INV.IN(CB-03)=151.00 =4 65 154.92 5 155.03 55.za EX-4 ' / f INV.IN(CB-01)=151.03 15 DMH-03 € J & DMH-04(5'DIA.) AD-02 _ INV.IN(BLDG)=151.05 RIM=154.25 155 �I 55.3s 155.39 _ \� RIM=154.78 INV.IN DMH-06 5'DIA.=151.00 o9�iys9"eaa151646 ora-bo ( ( )) INV.OUT(DMH-06(5'DIA.))=152.00 55.45 _ 54.77 INV.IN(DMH-OS)=150.86 o ie:zozs.as sieas:ssaaaa 55.05 INV.OUT(WQU-01)=150.95 � INV.IN(WQU-01)=150.85 5 5 15 155 1 INV.OUT(DMH-02)=150.75 Stamp: RIM=154.80VEGETATED DETENTION AREA 01 155.24 154.60 A AD-01 INV.IN(RD)=151.87 (VDA-01) - 155.55 AD-03 INV.OUT(DMH-06(5'DIA.))=151.77 155.55 /SS 155.12 RIM=154.00 155.57 INV.OUT(EX-4)=152.10 RIM=154.45 PROP.PRETREATMENT 155.54 VEGETATED DETENTION AREA 02 NOT FOR DMH-02 INV.IN(DMH-03)=150.55 UNIT-01(PTU-01) 55.10 55.89 55.88 El ss.,o INV.OUT(DMH-01)=150.45 55.37 _ (VDA-02) CONSTRUCTION CB-01 RIM=154.40 CB-01 \- PROP.PRETREATMENT UNIT-02 INV.OUT(DMH-04(5'DIA.))=151.18 Y DMH-05 RIM=154.40 (PTU-02) RIM=155.41 INV.OUT(DMH-04(5'DIA.))=151.18 CB-02 RIM=154.10 156.64 156.06 1$6 INV.IN(EX-2)=151.36 _ \ INV.CUT(DMH-06(5'DIA.))=151.60 ,-z INV.OUT(DMH-03)=151.26 ` No. Date Revision RIM=153.83 `` '_ MATCH EXIST.ELEVATION DMH-01 INV.IN(DMH-02)=149.94 EX-1=149.84 € � AT SAWCUT(TYP.) INV.OUT ( ) � -`` ' V� ;' � PROP.RIPRAP CONNECT TO EXISTING OVERFLOW WEIR CATCH BASIN D50=6" 157 157 PROPOSED 158.60 STORMWATER BASIN =157.50 BOTTOM ELEV.=156.50 Job No.: 2025000039 _v BERM ELEV.=158.60 Drawn By: AS OVERFLOW ELEV.=157.50 a Checked By: LAD Issue: PERMIT SET Date: 06/16/2026 157 Scale: AS INDICATED Drawing Title: 8 w AD_04 GRADING& RIM=157.60 INV.OUT(EX-2)=153.00 DRAINAGE PLAN :........ \ _..,. .0 Drawing No.: 20 10 0 20 C105 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: — UTILITY PROVIDER. Lawrence Municipal Airport = 3. THREE-PHASE TRANSFORMER SHALL BE INSTALLED BY NATIONAL GRID.CONTRACTOR SHALL COORDINATE THE 492 Sutton Street FIELD LOCATION AND INSTALLATION OF THE TRANSFORMER IN ACCORDANCE WITH NATIONAL GRID North Andover MA 01845 PROP.CLEANOUT PROP.CONDUIT AND REQUIREMENTS.TRANSFORMER SHALL NOT BE CLOSER THAN 10 FEET TO AIRFIELD SECURITY FENCING. t.978.794.5880 HANDHOLE FOR POWER TO GATE KEYPAD PEDESTAL 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 -7 g PROP.RELOCATION OF _ ��' ---—————-- — ° THE DUCTBANK,TRANSFORMER PAD,AND ALL SECONDARY CONDUITS AND CONDUCTORS DOWNSTREAM OF THE =g� EXISTING FIRE HYDRANT I 77//, TRANSFORMER.SEE ELECTRICAL SCOPE DELINEATION TABLE,THIS SHEET. ._. _ PROP.CONDUIT FOR_ H: 5. CONTRACTOR SHALL PROVIDE TEMPORARY POWER FOR OPERATION OF GATE CONTROLS AND SECURITY CAMERAS EXIST.SITE ELECTRICAL ^^ MassDOT-AD Job No.: PROP.6"DI WATER DURING CONSTRUCTION AND PRIOR TO PERMANENT ELECTRICAL CONNECTION.REFER TO ELECTRICAL PLANS. (TYP.) I DISTRIBUTION o P ASMP-2026-LWM-32-SAAB-PH-4a H PROP.DUCT BANK FOR SECONDARY P - ELECTRICAL SERVICE PROP.ADMINISTRATION BUILDING I O - Architect: (SEE ELECTRICAL PLANS FOR SIZE AND TYPE) 1-STORY/7,069 S.F. I SEE DETAIL THIS SHEET FFE=155.20McCredie I Fennick PROP.DUCT BANK FOR PRIMARY ELECTRICAL SERVICE SEE ELECTRICAL PLANS FOR SIZE AND I PROP.GAS METER i Architecture ( TYPE PROP.SEWER CLEANOUT) I _ (REFER TO PLUMBING PLANS) ELECTRIC METER L (BY OTHERS) 70 Franklin Street ---- --- -- ---� ✓ Boston,Ma 02110 PROP.TRANSFORMER LOCATION SAN LINE A p� ✓_ t.617.350.7900 o O0 PROP.a°45°BEND f.617.350.0051 H�__ --__—_-- v Structural Engineer: n P- P c 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 ■ = 6"SAN.=149.18(TOP OF PIPE) AND TYPE) ------------ PROP.6"PVC SANITARY MEPFP Engineer: SERVICE.CONNECT TO ARUP US,Inc. PROP.4"FDC ADJUST 1 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 f EXISTING SMH(ADJUST) PROP.3"GAS SERVICE AND 3"DI GATE VALVE SEE NOTE 1 RIM=154.74 SEE NOTE 2 - INV.IN(4"PVC)=148.5 Civil egln@er: / INV.OUT(EXIST.) 147.8 225 Friend Street PROP.4"DI FIRE PROTECTION SERVICE. CONNECT TO 6"DI WITH 6"X6"X4"TEE AND 4"DI GATE VALVEt.Boston 617.466.670652114 17 466 606514#$05 A \ SEE NOTE 1 :+ z7 CI _ y . PROP.6"DI WATER MAIN. I \! CONNECT TO EXISTING 6"DI WATER MAIN WITH 6"X6"X6"TEE AND 6"DI GATE VALVEi hi;"_+ `'• ■ PROVIDE UNDERGROUND PROP.CONDUIT AND HANDHOLE PROP.DUCTBANK FOR GATE VZN Of Mqs 1 `vP S9 _ FOR POWER TO GATE KEYPAD POWER AND CONTROLS CONDUIT AND HANDHOLES o2 LINDSEY PROP.PRIMARY ELECTRICAL DUCT BANK 2-4"CONDUITS.?+ �/ FOR FLAGPOLE UPLIGHTING \ PEDESTAL(SEE ELECTRICAL PLANS) (SEE ELECTRICAL PLANS) DITONN"Y r CIVIL PROP.FOUNDATION I a No.51161 R DRAIN(SEE SHEET C-105) p _ ��SS/ONALEN�� LE —\ - PROP. = I I CONNECT GATE ACCESS I 7 v \ f _ PROVIDE POWER TO CCESS PANEL TIONS GATE CONTROLS Dgi ys9r.dbycrdseyDiT.— - COMMUNICA I i • oa�_zoze.ae 15 ieae ssaaoo DUCTBANK PROP.SITE ELECTRIC I ElP Stamp: PROP.1,500 GALLON HH -— PROP.4"VENT PIPING CONCRETE GREASE TRAP I - SAN VENT (REFER TO PLUMBING PLANS) NOT FOR J PROP GREASE TRAP(1,500 GAL(, .) CONSTRUCTION i I RIM-154.10 6 1 ,. LIMITS OF PROPOSED INV.IN=150.71 I 10, STORMWATER BASIN INV.OUT=150.46 O _ I -AI PROP.4'PVC KITCHEN WASTE LINE \ INV.150.81 I No. Date Revision (REFER TO PLUMBING PLANS) I KITCHEN s m WASTE LINE f _ INV. .7= 1 15 2'MIN, ELECTRICAL SCOPE DELINEATION(CIVIL/SITE,ELECTRICAL,UTILITY CO.) - SAN LINE C L SCOPE RESPONSIBILITY I i 6"PVC INV. OH PRIMARY TO UTILITY POLE OUT=150.46 O OH PRIMARY TO UTILITY POLE (EXISTING,NIC) l% UTILITY POLE (EXISTING,NIC) \ \ PROP CURB i - (SEE SIRE PLAN) I co Job No.: 2025000039 CONDUIT/RISER ELECTRIC--' i o I aw Drawn By: AS PRIMARY CABLE(ALL) UTILITY-NIC I i -tY a. Checked By: LAD UNDERGROUND ELECTRICAL(PRIMARY/SECONDARY/SITE ELECTRICAL) PLUMBING SCOPE DELINEATION(CIVIUSITE,ELECTRICAL,UTILITY CO.) PROP.6"PVC SANITARY SERVICE Issue: PERMIT SET DIGSAFE CONTACT CIVIL/SITETRENC *pertains to Stormwater,Sanitary Sewer,and Domestic Water Services RESPONSIBILITY Date: 06/16/2026 CONCR TEEN ILL CIVIL/SITE SERVICE ROUTING(GREATER THAN ID'FROM BUILDING FOUN26ION) UTILITY ENLARGEMENT DETAIL Scale: AS INDICATED CONCRETE ENCASEMENT CIVIL/SITE TRENCH/BACKFILL CIVIUSITE CONDUIT ELECTRICAL VALVES,STRUCTURES,CLEANOUTS CIVIUSITE SCALE:1"=5' Drawing Title: PRIMARY CABLE(ALL) UTILITY-NIC PIPING CIVIUSITE UTILITY PLAN TRANSFORMER PAD CIVIL/SITE SERVICES TO/FROM BUILDING(WITHIN 10'FROM BUILDING FOUNDATION) TRANSFORMER UTILITY-NIC TRENCH/BACKFILL CIVIUSITE 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) CIVIUSITE SERVICE ENTRY(WITHIN 10'OF BLDG FOUNDATION) SUPPLY AND SET GREASE STRAP STRUCTURE CIVIUSITE 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 01 SECONDARY FEEDER CONDUCTORS(FURNISH,PULL) ELECTRICAL 20 10 0 20 /O 6"SANITARY OUTLET FROM GREASE TRAP(PIPING,CONNECTIONS TO GREASE TRAP&SS CIVIUSITE METER UTILITY-NIC MAIN) 'I Project: Lawrence Municipal Airport 1 LEGEND: Administration Building SEDIMENTATION BARRIER 492 Sutton Street North Andover MA 01845 ® CATCH BASIN INLET PROTECTION Owner: Lawrence Municipal Airport 492 Sutton Street North Andover MA 01845 t.978.794.5880 GENERAL NOTES: 1.SEE SHEET C002 FOR GENERAL EROSION AND SEDIMENTATION CONTROL NOTES. 2. ORANGE CONSTRUCTION FENCING SHALL BE ERECTED AND / MAINTAINED AROUND THE PERIMETER OF ALL PERMANENT MassDOT-AD Job No.: INFILTRATION AND DETENTION FACILITIES FOR THE DURATION OF / a t AS M P-2026-L W M-32-SAAB-P H-4a CONSTRUCTION.HEAVY EQUIPMENT SHALL NOT OPERATE WITHIN THE _ / �O o, LIMITS OF THESE SYSTEMS TO PREVENT SOIL COMPACTION THAT .� ..�.. o-.. o a • n'• v .R ��. ' Archit ect: WOULD COMPROMISE INFILTRATION PERFORMANCE. " Fennick i All — McCredie 3.CONSTRUCTION SEQUENCING IS SUBJECT TO MODIFICATION BASED g ' it ' I' ', s_PAR`rz Architecture ON WEATHER,UNFORESEEN SITE CONDITIONS,AND OTHER FACTORS 70 Franklin Street TOR OUTSIDE THE CONTRACTOR'S CONTROL.THE EROSION AND SEDIMENT I I Boston,Ma 02110 CONTROL MEASURES DEPICTED ON THESE PLANS SHALL BE ADAPTED TEMPORARY PERIMETER �c,� q, p t.617.350.7900 AS NECESSARY TO ADDRESS CHANGING FIELD CONDITIONS IN SEDIMENTATION f.617.350.0051 ACCORDANCE WITH THE MASSACHUSETTS EROSION AND SEDIMENT BARRIER(COMPOST CONTROL GUIDELINES FOR URBAN AND SUBURBAN AREAS. THE FILTER TUBE) I Structural Engineer:TEMPORARY PERIMETER McNarama Salvia CONTRACTOR SHALL COORDINATE WITH THE ENGINEER AND 1 SEDIMENTATION 1 Federal Street#3710 APPLICABLE REGULATORY AGENCIES THROUGHOUT CONSTRUCTION ' BARRIER(COMPOST Boston,Ma 02110 TO ENSURE COMPLIANCE WITH THE INTENT OF THE APPROVED PLANS FILTER TUBE) t.617.737.0040 UNTIL ALL DISTURBED AREAS HAVE ACHIEVED PERMANENT I STABILIZATION. THE SEQUENCE BELOW REPRESENTS THE 0 Engineer: 000 MEPFP En ANTICIPATED ORDER OF MAJOR CONSTRUCTION OPERATIONS. I 155 g .• •... ARUP US,Inc. CONSTRUCTION SEQUENCING NOTES I "' BO State Street �. ... Ma 09 t.617.864 2987 PHASE 1-SITE PREPARATION 1.1 ESTABLISH EROSION AND SEDIMENT CONTROLS AND INSTALL . `� f j I — — - CIVII Engineer: TEMPORARY PERIMETER SECURITY FENCING PRIOR TO ANY SITE I r' ® ® McClure DISTURBANCE. �' — 225 Friend Street#805 Boston,Ma 02114 l CATCH BASIN INLET ■ t.617.466.6765 1.2 DEMOLISH AND REMOVE EXISTING PAVEMENT,STRUCTURES,AND I „• PROTECTION(TYP.) ■ SITE IMPROVEMENTS IN ACCORDANCE WITH THE DEMOLITION PLANS. v A 1.3 STRIP TOPSOIL FROM AREAS TO BE DISTURBED AND STOCKPILE ON y SITE.SEED EXPOSED STOCKPILE SURFACES AS NEEDED TO PREVENT o I >• \ �55 �jNorMgss EROSION. O ��a a� 155 42' 02 LINDSEY tiN 1.4 INSPECT AND MAINTAIN ALL EROSION AND SEDIMENT CONTROL I I DITONNO MEASURES CONTINUOUSLY THROUGHOUT CONSTRUCTION.SWEEP u I ! 155 155 55� J No CIVIL y ADJACENT ROADWAYS AND APPLY DUST CONTROL AS CONDITIONS ii 156 ® ��; Aya�S WARRANT. 1 . SlONALEN PHASE 2-BUILDING CONSTRUCTION AND SITE WORK 2.BEGIN GENERAL EARTHWORK OPERATIONS. osaiy2026.0b15164Y-4-bb Dale.z19 sale 1 s i a as asaa- TEMPORARY PERIMETER SEDIMENTATION ' Stamp: 2.1 ESTABLISH ROUGH GRADES ACROSS THE SITE AND TEMPORARILY BARRIER(COMPOST STABILIZE ALL DISTURBED AREAS. FILTER TUBE) ' 2.2 INSTALL SUBSURFACE UTILITIES AND CONSTRUCT STORMWATER 156 CATCH BASIN INLET MANAGEMENT FACILITIES, INCLUDING INFILTRATION SYSTEMS, V PROTECTION(TYP.) NOT FOR DETENTION STRUCTURES, AND ALL ASSOCIATED COMPONENTS. CONSTRUCTION TEMPORARILY STABILIZE THE SITE AS REQUIRED TO SUPPORT BUILDING CONSTRUCTION ACTIVITIES. 2.3 ALL STORMWATER MANAGEMENT FACILITIES SHALL BE FULLY -- CONSTRUCTED AND APPROVED BY THE ENGINEER BEFORE ANY IMPERVIOUS SURFACE THAT DRAINS TO THOSE FACILITIES IS 15T 76> No. Date Revision INSTALLED. ' 158 y - ' � 158 2.4 THE CONTRACTOR SHALL PROVIDE THE ENGINEER A MINIMUM OF 157 I THREE WORKING DAYS ADVANCE NOTICE PRIOR TO BEGINNING ' INSTALLATION OF ANY STORMWATER INFRASTRUCTURE. 3.COMMENCE BUILDING CONSTRUCTION 3.1 AS AREAS REACH FINAL SUBGRADE,REDISTRIBUTE STOCKPILED TOPSOIL AND STABILIZE FINISHED GRADE AREAS PROMPTLY. i I � 157 158 Job No.: 2025000039 3.2 MAINTAIN ALL EROSION AND SEDIMENT CONTROL MEASURES UNTIL %f S8 Drawn By: BLR/AS EVERY DISTURBED AREA HAS ACHIEVED PERMANENT VEGETATIVE OR Checked By: LAD STRUCTURAL STABILIZATION.CONTINUE ROAD SWEEPING AND DUST I Issue: PERMIT SET CONTROL AS NEEDED. K ` Date: 06/16/2026 3.3 UPON ACHIEVING FINAL STABILIZATION,REMOVE ALL TEMPORARY Scale: AS INDICATED EROSION AND SEDIMENT CONTROLS AND CLEAR ACCUMULATED ` __J SEDIMENT FROM PERMANENT DRAINAGE STRUCTURES. ——— — ———--_ Drawing Title: _ - EROSION& SEDIMENTATION TEMPORARY PERIMETER CONTROL PLAN SEDIMENTATION BARRIER(COMPOST FILTER TUBE)AND ORANGE CONSTRUCTION FENCE Drawing No.: 20 10 0 20 C 1 07 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 1v,7,q-7qssD0 T --�. MassDOT-AD Job No.: AS M P-2026-L W M-32-SAAB-P H-4a Architect: - I fnFennick McCredie p Architecture o 70 Franklin Street Boston,Ma 02110 t.617.350.7900 f.617.350.0051 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 20 7' � 000 00 137-8 7-8A I Civil Engineer: o McClure e 225 Friend Street#805 Boston,Ma 02114 t.617.466.6765 ' P�ZN Of M4SS LINDSEY � DI TONCIVIL CIVIL y Pl No.51161 I SSlONALEN��e 1 � 26.a ❑ �. - - - - - - - - - - Digi ys1eseabrssasevDiT.- ��Q. o _ _ _ _ Dale:zozs.as s ieas:asaaoo Stamp: = 1 NOT FOR f——— = CONSTRUCTION N J J No. Date Revision Job No.: 2025000039 Drawn By: LID 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 1®� Owner: GRASSES — ys _ Lawrence Municipal Airport 50 Carex vulpinoidea/Fox Sedge 1 qt 492 Sutton Street a_ � _�__"_ ®\ _ North Andover MA 01845 29 Juncus effusus/Soft Rush 1 qt t.978.794.5880 PERRENIALS ip 0�o# 15 Aster novae-angliae/New England Aster 1 qt O21 Iris(limniris)versicolor/Blue Flag Iris 1 qt 5 MassDOT-AD Job No.: A56 —_ ASMP-2026-LWM-32-SAAB-PH-4a o SYMBOL QTY BOTANICAL/COMMON NAME ° _ — Architect: + + e y GROUND COVERS e + + + �� + 55 Fennick 5342 sf Grass Sod!Local Grass Sod + } + } } fn McCredie + + AL + + + ,, Architecture 9 ++++++ + 70 Franklin Street + + + +: _ ♦ �+ +++ 6007 sf New England Erosion Control/Restoration Mix For Detention Basins and Moist Sites ° '� * + + Boston,Ma 02110 ° o +++ + / t.617.350.7900 + f.617.350.0051 ++° y5 ✓ 'ss °+. Structural Engineer: + - McNarama Salvia + +' 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 M4ss9� LINDSEY DITONN0 x CIVIL No.51161 A��sslONALW:��d EN��e 157 4 ugiWy ie„edbyssdseyDiT.— zozs.as 1 s i aas asaa•oo a + + + + + + Stamp: + + + + + + + + + + +"+ + + + + + + + +++++++++++ + + + + + + + + + 158 ..... + + ++ +++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +++++++ + + + + + + + + 157 + + + + + + + + + + + + + + + + + + + ++++++ ++++ ++ NOT OT FOR +++ ++ ++++++++++++++++++++++++++++++++ ++ CONSTRUCTION + + + + + + ++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +.+-+r' -m —1 +—+---+—.+ + + + + + + + + + + + + + + + No. Date Revision + + + + + + + + + + + + + + + + + + + + + + + + + .... + + + + + + + + + + + + + + + + + . - --- t= +G +.-+ + + + +--. + + + + + + + + + + + + + + + + + + + + +-+ + +-+ + "+ + + + + + + + + - - - F + +.+ + + + + + + + + + 157+ + + +"+ + + + + + + + + + + + + + +'+ + + + +--+ + + + + + 158 + + + + + + + + + + + + +-+ + + + + + + + + + + + + + +-+ + +' + + + + + + + + + + + + + + + + + + + + S + + + + + + + + + + + + +_+ + +_+ +_+ + + + + + + + + 9 Job No.: 2025000039 1 1 + + + + + + + + + + + + + + + + L V 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 I 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 CD CD CD CD CD CD 3' sF�sF sF wasp sF ;"NYLON 492 Sutton Street yF� �sT DIRECTION OF RUN-OFF ROPE FILTER BAG 1 North Andover MA 01845 \�FLOW(TYP.) o \ 2"Xz'X4 Owner: RUBBER DIRTBAG \ 4 T BLOCK SILTY WATER FROM PUMP o o Lawrence Municipal Airport o 4 �� O 1 492 Sutton Street NOTE: REGULAR FLOW=4D GAL./MIN./SF O 3'HIGH FLOW=200 GAL 978 /MIN./SF \ o o O O it.. 794 5880 A 01845 % / , OPENING AND STRAP CLOSURE �� s� f/ a FOR UP TO 4"DIA.HOSE O O O SILT SACK 5±__1 17APriassD' T `3F I �SF�SF�BF_SF COMPOST FILTER TUBE TOP VIEW t 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-32SAAB-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 /j 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 j/\/\/ fn Fennick 3. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING SEDIMENTATION BARRIERS. GEOTEXTILE FABRIC UNDER / / / / / / McCredie 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/\ O\/O O/O O O\ Architecture OR FLATTER. �O\/O\/\\/O\/O\/ 70 Franklin Street O\/O\/O\/O\/O\/\\/ 5. CONTRACTOR SHALL REMOVE THE SILT SACKS AND LEGALLY DISPOSE OF THEM OFF-SITE,UPON FINISH GRADE OR UNDISTURBED MATERIALS STOCKPILE COMPLETION OF THE PROJECT AND AS REQUIRED. GROUND /O/00\00/000/00000/00\00/O Boston Ma 02110 NOT TO SCALE 7 1" /O/ /O/O/ /O/O/ /O/O/ / t.617.350.0051 6. REBAR FOR BAG REMOVAL SHALL BE REMOVED DURING WINTER MONTHS AT LOCATIONS WHERE PLOW ACTIVITY IS.BARS SHALL BE REINSTALLED AFTER SNOW SEASON IS COMPLETE. f.617.350.0051 SIDE VIEW Structural Engineer: eo'W/BERM CATCH BASIN INLET PROTECTION (D McNararna alvia Federal 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 AREAMUST BE WELLVEGETATED OROTHERWISE 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.50'(MIN.) 5. DIRT BAG MATERIAL BASED ON PARTICLE SIZE IN DIRTY WATER,I.E.,FOR COARSE PARTICLES A WOVEN Boston,Ma 02109t.617.864.2987 4"(MIN.) MATERIAL;FOR FINER PARTICLES A NON-WOVEN MATERIAL. 10, \\\\\\\\\\\\\\\\\\ 6. A FILTER BAG SHOULD BE LOCATED IN AN AREA MOSTLY LEVEL(WITH LESS THAN 59A SLOPE).A PAD OF Civil Engineer: MIN. EXISTING�� ///////// //////\ CRUSHED GRAVEL MAY BE PROVIDED. g 24'MIN PAVEMENT \ 000 0 0 O O McClure `\ \Oo\\�\O�\\�\\�\O�\\�\\�\O 7. FILTER BAGS HRESSURNITE CAPACITY FOR SEDIMENT AND MAY BE PRONE TO PLUGGING. 225 Friend Street#805 7 J_bAVOID OVER-PRESSURIZING THE BAG OR IT MAY BURST. EXISTING SUBGRADE Boston,Ma 02114 8. IF A SEDIMENT DISCHARGE IS OBSERVED,INSPECT THE FILTER BAG FOR TEARS OR OTHER MALFUNCTIONS. t.61 7.466.6765 PLAN VIEW Noyes: LOAM AND SEED GEOTEXTILE FILTER BAG 1. STONE FOR A STABILIZED CONSTRUCTION EXIT SHALL BE 3INCH COARSE AGGREGATE,RECLAIMED NOT TO SCALE 4 NOT TO SCALE 5 STONE,OR RECYCLED CONCRETE EQUIVALENT. rnOF2. THE LENGTH OF THE STABILIZED EXIT SHALL NOT BE LESS THAN 50 FEET. '9C��3. THE THICKNESS OFTHE STONE FORTHE STABILIZED EXIT SHALL NOT BE LESSTHAN 6 INCHES.4. THE WIDTH OF THE EXIT SHALL NOT BE LESS THAN 24'WHERE INGRESS OCCURS. y5STONEXTILE FILTER FABRIC CLOTH SHALL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING THEREDUCE HIGH WATER FLOW PREVENT FLOW OFF SICAPTURE SEDIMENT NDE '��e 6. ALL SURFACE WATER THAT IS FLOWING TO OR DIVERTED TOWARD THE CONSTRUCTION EXIT SHALL BE ONTO WORKZONE 4 BIODEGRADABLE FABRIC PIPED BENEATH THE EXIT.IF PIPING IS IMPRACTICAL,A BERM WITH 5:1 SLOPES THAT CAN BE CROSSED BY 12"DIA.' VEHICLES MAYBE SUBSTITUTED FOR THE PIPE. INSTALLED FOR SLOPES 3:1 OR AS NECESSARY, - STAKE OR OTHERWISE SUPPORT DigialysignedbyLmdseyDiT.- 7. THE EXIT SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR FLOWING OF FLOW TUBES(I.E.,TREES,CINDER BLOCKS) Dale:'026.06.15 16 46 5-4-oo 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 8. WHEELS SHALL BE CLEANED TO REMOVE MUD PRIOR TO EXIT ONTO PUBLIC RIGHTS-OF-WAY.WHEN \ \_PROTECTED ZONE WASHING IS REQUIRED,IT SHALL BE DONE ON AN AREA STABILIZED WITH STONE WHICH DRAINS INTO AN / APPROVED SEDIMENT TRAPPING DEVICE. *9 INCH MAY BE USED ATTER SURFACES WITH APPRORVAL 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 6 v NOT TO SCALE Drawing No.: C501 Project: 1.5"SUPERPAVE SURFACE Lawrence Municipal Airport COURSE-12.5(TOP COURSE) 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 a a \a \a n�aC STRUCTURAL DETAILS BASE COURSE 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 \\\\\\\\\\ \a \a \a \a \a \a \a \\\\\\\\\\\\ t.978.794.5880 COMPACTED SUBGRADE \\\\\\\\\ \\\\\\\ \ OTPAVEMENT SHALL BE PER MASSDOT STANDARD SPECIFICATION M3.06.2. \\\\\\\\\\\\\\\ L7Arr78SSDC?*T AGGREGATE BASE COURSE SHALL BE PER SECTION M2.01.7 OR M1.03.1. \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 0—01�W -PLAN VIEW � 2. REFER TO SPECIFICATIONS FOR PAVEMENT REQUIREMENTS INCLUDING \, COMPACTED SUITABLE MassDOT-AD Job No.: REQUIREMENT FOR PROOF-ROLLING. TIP DOWN TO FINISHCPAV:EMENTFACE \ SUBGRADE ASMP-2026 LWM-32SAAB-PH 4a GRADE 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. WWF 6X6-W2 X W2 1 Federal Street#3710 SAW CUT 1 5„ 3/8"DEEP JOINT ~ WELDED WIRE MESH Boston,Ma 02110 MILL 3"WIDE_\ — BY 2"DEEP TOP COURSE SEALANT(COLOR TO — 4 — 4,500 PSI CONCRETE t.617.737.0040 AGGREGATE BASE COURSE MATCH CONCRETE) MEPFP Engineer: COURSE �i3" NDER COURS 2.5"TOP 1� 6"X 6"W2 X W2 \O�O�O�O�O�O�O�O�O�O�O\O ARUP US,Inc. WELDED WIRE FABRIC BINDER 6" o \o _� 60 State Street 3/8"WIDE X 1"DEEP COMPACT SUITABLE SUBGRADE 90%OF COURSE AGGREGATE BASE) EXPANSION JOINT TYP. Boston,Ma 02109 16" TOOLED OR (TYP.) MAXIMUM DRY DENSITY AS DETERMINED AGGREGATE COURSE �> SAWCUT CONTROL BY AASHTO T-180 METHOD D t.617.864.2987 BASE COURSE CEMENT CONCRETE JOINT(TYP.) 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 4 t.617.466.6765 5" AGGREGATE BASE COURSE 2.5" � a o PAVEMENT BUTT JOINT DETAIL 9„ 9„ n 6"MIN. NOT TO SCALE f FILLED 1"R 2��PV1N Of MgSS9t 2%MAX.PITCH JOINT 1/2"PREFORMED n TONN LI Y COMPACTED o 0 0 —o o—R — o DICIVILO EXPANSION JOINT No.51161 AGGREGATE BASE y CONCRETE CURB(PRECAST) FILLER ��n/\�\�\�\�\�1�\ � � � � a Q. 1 R #4 SMOOTH(UNDEFORMED)DOWEL(GRADE 40) UNDISTURBED SUBGRADESS/ONALEN�� CONCRETE 18"O.C.18"LONG W/EXPANSION CAP.COAT CAP OR SUITABLE COMPACTED o 0 I PAVEMENT SECTION SIDEWALK END OF DOWEL W/GRAPHITE LUBRICANT, BACKFILL � O� g' �r/cr� / •-� (SEE DETAIL) GREASE,OR WRAP W/TAR PAPER. o�o 6" a a 20" o NOTES: ��\o\0 6"TYP.THREE SIDES o9 aiys19"eab15164YOTe""e Oale:2026.Ofi.15 15:46:55-04'00' 1. MAINTAIN 2"CLEARANCE TYP BETWEEN ALL COMPACT SUITABLE Stamp: (TYP) SUBGRADE 90/OF MAXIMUM 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 COMPACTED NOT FOR 18" SUBGRADE CEMENT CONCRETE SIDEWALK SECTION AND JOINT NOTES: CONSTRUCTION NOT TO SCALE 1. AGGREGATE BASE COURSE SHALL BE PROCESSED GRAVEL BASE OR DENSE VERTICAL CONCRETE CURB GRADED CRUSHED STONE,PER M2.01.7 OR M1.03.1. NOT TO SCALE 3 2. MAXIMUM SPACING OF EXPANSION JOINTS SHALL BE 20 FEET.MAXIMUM SPACING OF CONTRACTION JOINTS SHALL BE 5 FEET. ED2" MONOLITHIC CONCRETE SIDEWALK�� No. Date Revision 1'-6" GING CHAMFER BENCH CORNERS 1"X 1 TYP. (TYP.) 1/2" 5, NOT TO SCALE DEPTH VARIES z z 1/2" (RE:GRADING L CAST IN PLACE CONCRETE,BOARD FORM FINISH, BROOM FINISH LEVEL PLAN) a OR APPROVED EQUAL (TYP.) CONTROL EXPANSION FOR DRAINAGE JOINTSLOPE 5"CEMENT 6 JOINT JOINT �A CONCRETE #4 REBAR REINFORCEMENT SIDEWALK 7.5/M SIDEWALK � xp �AX� h\° SEALED ISOLATION JOINT,TYP. 1-1/4" SEALED 5"CEMENT CONCRETE SIDEWALK (TYP') 5' 5' ISOLATION 1 JOINT,TYP. o o 0 0 4"AGGREGATE BASE COURSE MIN. N #4 X 12"@ O.C. „ 24„ Job No.: 2025000039 e e 3 X 3 SPREAD FOOTING 2 7.5%MA Drawn By: BLR/LD 0 oa o o�o o ono COMPACTED SUBGRADE -T —a ea Checked By: LAD GRANITE CURB GRANITE CURB Issue: PERMIT SET o 0 0 0 0 0 o TRANSITION 5'-0" 5'-0" FLUSH GRANITE CURB 5�A 6"CURB Date: 06/16/2026 REVEAL GRANULAR SUBBASE UNDER PREFERRED Scale: AS INDICATED 0 0 0 o0\Oo0o0 20'EXPANSION JOINT TO EXPANSION JOINT(MAX.) (4.5'MIN.) 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 4 ROADWAY SIDEWALK NOT TO SCALE GRAVEL SECTION A-A Drawing No.: PEDESTRIAN CURB RAMP NOT TO SCALE v C 502 Project: 10'-0"MAX 10'-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 .T WIRE Owner: O TIES Lawrence Municipal Airport C? SECTION A-A FABRIC 492 Sutton Street EO CD North Andover MA 01845 A 2.25"D LINE t.978.794.5880 A NOTES: TENSION BAR AND MIN. N POST L g rr__�-i I BANDS �0� 7� 1- PANELS MAY BE CONCRETE PRECAST OR CAST IN PLACE OR OTHER SUITABLE MATERIAL PERMANENTLY APPLIED TO THE RAMP. DETECTABLE32 WARNING SURFACES SHALL CONTRAST VISUALLY WITH ADJACENT 76Arr78SSDC?*T ATE 2. DETAIL OF DETECTABLE WARNING PANEL WALKING SURFACES EITHER LIGHT-ON-DARK OR DARK-ON-LIGHT. �LINE POST J COLOR:WHITE 3. DETECTABLE WARNING PANEL MUST LEAD TO SPACE WITHIN CROSSWALK. DETECTABLE WARNING PANEL SHALL NOT BE INTERRUPTED BY OBJECT 0 OF THE.BASE DIAMETER �4 0.9"-1.4" 5,'D LINE T 7s R t12 (i.e.,MANHOLE,HANDHOLE,ETC-). NE AN S _T2 ALL PAVEMENT MARKINGS TO BE WHITE PAVEMENT PAINT,UNLESS STATED OTHERWISE. 4. DET 3'FOR LINE 9 TRUSS MassDOT-AD Job No.: S L POSTS ASMP-2026-LWM-32-SAAB-PH-4a 5'FOR ALL OTHER ROD IL7,GAGE TENSION WIRE SHED GRADE TURN ARROW PAVEMENT MARKING DETECTABLE WARNING PANEL POST FOOTING BURIED Architect: 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 SIGN 1.1" 18"DIA.FOR ALL OTHERS TENSION WIRES,ETC.)SHALL BE BLACK. 70 Franklin Street 2'(MAX.) 4 Boston,Ma 02110 CURBLINE CHAIN LINK FENCE t.617.350.7900 WASHER 2.5-3 LB/FT'U" f.617.350.0051 \1_ NUT AND LOCK LCHANNEL NOT TO SCALE Structural Engineer: L3,, (GALVANIZED) 12"(TYP.) MACHINE SCREW 16 76 McNararna Salvia OR BOLT T 1 Federal Street#3710 3 T 1. 7 3/4"DIA.PIN HOLES 3 Boston,Ma 02110 MOUNTING POST SECTION it t.617.737.0040 1 1 5" 2'(TYP.) 2" MEPFP Engineer: ARUP US,Inc. CURBLINE 1/4"BOLT 1 1/4" 21 3/4" 60 State Street 2'(MAX.) Boston,Ma 02109 t.617.864.2987 5'(TYP,) LLI ) GENERAL NOTES: (Typ SIDEWALK IY 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 [2Z�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 6'-0"WILL REQUIRE 3 ANCHOR PINS TO HOLD WHEELSTOP IN POSITION. 5. MINIMUM CONCRETE STRENGTH IS 4,000 PSI.LOCATE 6"FROM EDGE OF 2. LONGITUDINAL CROSSWALK LINES TO BE PARALLEL TO CURBLINE. 1/4"BOLT 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, a THE HOLES SHALL BE BACKFILLED WITH SUITABLE PARKING BUMPER DETAIL CURB OR EOP co MATERIAL IN 6"MAXIMUM DEEP THOROUGHLY �N\OFk4SS CROSSWALK COMPACTED LAYERS.POSTS SHALL PRESERVE ALIGNMENT. NOT TO SCALE LINDSEY NOT TO SCALE GROUND 4 DITONNO 2'-6"POSTS SHALL NOT BE DRIVEN WITH THE SIGN _T ATTACHED TO THE POST. CIVIL No.51161 5. SIGNS SHALL BE ERECTED IN CONFORMANCE WITH FLAGPOLE(EXISTING,SALVAGED) FORM SO., THE REQUIREMENTS OF THE"MANUAL ON UNIFORM SEE LAN NAL 4.'WHITE TRAFFIC CONTROL DEVICES." 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 ,� DigiWy BREAKAWAY MOUNT 7. HANDICAP PARKING SIGN HEIGHT SHALL NOT '19n.d by Lmd,.y DiT.- z (WITH TAMPER PROOF EXCEED8' HARDWOOD WEDGES 026.06.1516 46 5-4-00 . HARDWARE) Stamp: U-1 TIGHTLY TAMPED,SCREENED,DRY SAND F- 4"MIN.OVERLAP (n LU LU 16 GA.GALV.,CORRUGATED SLEEVE,SIZE FOR MUTCD SIGN POLE NOTFOR SEE SITE PLAN 6 NOT TO SCALE CAST-IN-PLACE FOUNDATION W/#4 TIES @ CONSTRUCTION _CENTER TO CEN 12"O.C.&(8)#6 VERT. STEEL CENTERING WEDGES AND STEEL BASE PLATE N ------ 12" STEEL SUPPORT PLATE STRIPED PARKING STALL RESERVED WELDED TO GROUNDING No. Date Revision 3 PARKING NOT TO SCALE & SPIKE MIN HANDICAP SIGN 3/4"GROUNDING SPIKE I RESERVED PARKING DOMED CONCRETE CAP (PAINTED) NOTE:VAN ACCESSIBLE FLAGPOLE FOOTING SIGN NOT REQUIRED ON 10 84" UNIVERSAL OR STANDARD NOT TO SCALE 6"DIA.SCHEDULE 80 GALVANIZED MIN. STALLS. 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 POST SIZE 48" ( ) NUMBER UNIT AREA CONCRETE FILLED 6"DIA.STEEL BOLLARD (INCHES) Job No.: 2025000039 (COLOR BY OWNER) AND CATION TEXT OF SIGNS IN SQUARE SQUARE Drawn By: BLR/LD NUMBER FINISHED GRADE FINISHED GRADE NUMBER WIDTH HEIGHT LETTER VERTICAL REQUIRED BACK- FEET FEET Checked By: LAD LEGEND BORDER REQUIRED (INCHES) (INCHES) HEIGHT SPACING GROUND Issue: PERMIT SET NOTE: SIGNS SHALL BE LOCATED SO THAT Date: 06/16/2026 'T 1 2'-0" THEY CANNOT BE OBSCURED BY A PARpND 'I I /Vy/ 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 Drawing Title: FOUNDATION _3" CIVIL DETAILS 3/8"DIA.WELDED HOOPS, L-1 18"DIA.AT TOP,BOTTOM "0 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 C503 SHALL PREVAIL. Project: DUCT UNDER PAVEMENT DUCT UNDER TURF Lawrence Municipal Airport OUTLET UNPAVED PAVED STANDARD Administration Building 39 4, CONTROL JOINT &DOMED GRATE(SIZE PER PLAN) SURFACE 92 Sutton Street =/ \ BITUMINOUS PAVEMENT 32' I MOUND LOAM COURSE AS (SEE NOTE) INLET 6" AS SPECIFIED SPECIFIED North Andover MA 01845 X//��/ 12"MIN.WHEN PATCHING oo d= Lawrence Municipal Airport PLAN ®� 30"DIA.C.I. j OOOOOO�/\ CUT TO STRAIGHT EXISTING PAVEMENT w J no- 492 Sutton Street FRAME&COVER032P 0 0 / EVEN EDGE BEFORE M p North Andover MA 01845 (SEE DETAIL) SUITABLE BACKFILL N / PAVING8" 2'-6' 8" 1�/\SEETABLE 1 /// t.978.794.5880 COMPACTED IN 12" �// >// z PVC DRAIN BASIN\ o LUNYLOPLAST OR APPROVED2" LIFTS TO 95% /T// �// BACK FILLED WITH NON-FROST _ �� (w MODIFIED PROCTOR �/ 12"BEYOND UNDISTURBED SUSCEPTIBLE GRANULAR FILL o w D EQUAL)_ TRENCH WALL Q O N + "WIDE RED POLYETHYLENE —.0—01 W o FRAME&COVER / 12+++ + 10%O D 48" 6ELECTRICAL CAUTION TAPE ° J BACKFILL MATERIAL BELOW AND a NOTES: NONWOVEN j+++++++ ++ I.D.(O OR3 2)S CONDUIT BY ELEC.CONTRACTOR D° 4"MIN. TO THE SIDES OF STRUCTURE MassDOT-AD Job No.. �w GEOTEXTILE FABRIC �/ SHALL BE ORDINARY BORROW ASMP-2026 LWM-32SAAB-PH 4a ih w' 4'-0"I.D. 1. CONCRETE:4000 PSI AFTER 28 DAYS. 12 (SEE ELEC.PLANS FOR SIZE AND o T Fv m 2. REINFORCING:H-20 LOADING,4X4Xa TYPE) °D m NOTES: Architect. o W.W.M SLAB TOP-No.5'S @ 8"O.C. 3,500 PSI CONCRETE 1. o \ ++++++++++++++ \ (BE IN LEDGE //// GRATES SHALL BE DUCTILE IRON PER ASTM A536. Fet1MCI( 3. SHIPLAP JOINTS SEALED WITH 1 STRIP 3"CRUSHED /�++++++++ ++ //\ 6"BEDDING MIN. ��/��/��/�/�/�//�/�/� fn 5" 5" OF 1"DIA BUTYL RUBBER SEALANT. STONE / + + /i ) ��/��/�� /��j!�\'%' BEDDING 2 FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05. MCC@tllE Architecture / \X// SEE PROJECT INLET 4. EACH CASTING TO HAVE LIFTING HOLES i�/�//�/i�/i�/i�/i/i//j \/\/\.`✓\/\. \_� 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 5. EACH SECTION TO BE LABELED AS t.617.350.7900 o D3212 FOR CORRUGATED HDPE(ADS N-12IHANCOR DUAL WALL),N-12 HP,& N UTLE 5-1/2" NOTED. 8"MIN. PVC SEWER. f.617.350.0051 6 6. 8"SLAB TOP AVAILABLE. o o f Structural Engineer: TABLE 1 NOTE:FOR DUCTS UNDER NEW PAVEMENT,PAVEMENT SECTION SHALL BE AS SHOWN McNarama Salvia SECTION CRUSHED STONE OR ON THE PAVEMENT DETAIL;FOR DUCTS UNDER EXISTING PAVEMENT,PAVEMENT 1 Federal Street#3710 SCREENED GRAVEL BEDDING LOCATION PIPE MINIMUM TABLE 2 SECTION SHALL MATCH EXISTING. Boston,Ma 02110 (DEPTH=6"IN EARTH,12"IN LEDGE) MATERIAL COVER 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 1z°To2a° I.D.+24" 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. ARUP US,Inc. 60 State Street 02109 TYPICAL STORM DRAIN TRENCH INSTALLATION �� DUCT UNDER PAVEMENT_ DUCT UNDER TURF A A t.617.Boston,4.987 NOT TO SCALE J SAW CUT AND SEAL t.617.864.2987 JOINT 4"LOAM AND SEED O VARIES FACE OF CURBING BITUMINOUS PAVEMENT 0(SEE NOTE) �� a�-O Civil Engineer: BASE COURSE(MATCH SEE FRAME AND GRATE 6"WIDE RED POLYETHYLENE -� McClure DETAIL THIS SHEET FINISH GRADE 24" FINISH GRA EXISTING THICKNESS) ELECTRICAL LINE CAUTION TAPE g4.04 SECTION A-A 225 Friend Street#805 FINISH GRADE Boston,Ma 02114 8"CAST IRON FRAME SET 6"SET IN CAP 10" DE t.617.466.6765 ON FULL BED OF MORTAR CAST IRON 9" INSTALL SINGLE BARE#8 DIMENSIONS ARE FOR REFERENCE ONLY COUNTERPOISE IF AND SEALED WITH MORTAR _ 12"MIN.WHEN PATCHING ACTUAL DIMENSIONS MAY VARY = -iTi- � 8" _- EXISTING PAVEMENT �o 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" $ `� PROVIDED PARALLEL TO PAINT:CASTINGS TO BE FURNISHED WITH A BLACK PAINT CONE SECTION (CONCRETE COLLARS AND BARR I CAST CLEANOUT RING&COVER DUCT jN Of Mq BLOCKS ARE NOT ACCEPTABLE.) SS9 FLAT TOOL JOINT ON 6"UNDERFORATED PIPE PAVEMENT-T DEPTH DOME GRATE o2� LINDSEY 5"MINIMUM WALL 45"ELBOW o TURF-2'DEPTH DI TON N0 ,� ALL EXPOSED BRICK THICKNESS 45"WYE NOT TO SCALE o CIVIL w DRAIN p o No.51161 � 48"MIN. CATCH BASIN HOOD PLUG OR CONTINUE e (8"IF UNREINFORCED) w� _ ' >a AS INDICATED ° D Oga�S END OF PIPE w Z w TO BE FLUSH ¢<0 S/ONALE WITH INSIDE WALL W LL FLOW FLOW NOMINAL DUCT SIZE e O O BACK FILLED WITH NON-FROST w LL ~ SUSCEPTIBLE GRANULAR FILL wi SEAL ALL FACTORY ° m CONDUIT BY ELEC.CONTRACTOR D 9�iys90edbyLGdseyDiT.— EL PRECAST JOINTS W/ u SEAL AROUND PIPES WITH ^ (SEE ELEC.PLANS FOR SIZE AND TYPE) o ie:'026.0e 15 16 47 0-4 00 TYPICAL DRAIN CLEANOUT / 1 NON-SHRINK MORTAR FLUS w BITUMINOUS SEAL z w /// / / 3,500 PSI CONCRETE PRECAST WITH STRUCTURE NOT TO SCALE ///// //////// `Stamp' CONCRETE CC> EXISTING SUBGRADE OR BASE SECTION COMPACTED FILL 3" / /3 3" 3" CLEANOUT FRAME&COVER 4" ;/X�;��;� �;;�;��;��X' 14"MIN. NOT F O R 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 C-478 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�6 0 0�00�006 � Job No.: 2025000039 FLOW NON-WOVEN GEOTEXTILE FILTER FABRIC Drawn By: BLR/LD °4.0'(MIN.) AROUND CRUSHED STONE WITH 12" Checked By: LAD BUILDING FOUNDATION AND FOOTING PER 6"o O�O�O�O�O�O�O�O MINIMUM OVERLAP AT SEAM 6" 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: _ II10'(MIN.)I11 --- — -PERFM�tEh CIVIL DETAILS=PERFORATED HDPE _ FOU ATIO D Al FOUNDATION DRAIN CLEANOUT �IIIIIIIII=III II 5 TO SITE NOT TO SCALE _ ______ ____ SANITARY SYSTEM iIIIIIIIIIIIIIIIIIIIII11I-11I11I I I I PVC SANITARY SEWER PIPE„III 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 IEID SUITABLE MATERIAL 00�00�0�0�0 Owner: 6„ o 0 0 0 0 0 Lawrence Municipal Airport Of 2"MIN. \MIN._ METAL IMPREGNATED TAPE Z }z 492 Sutton Street OR TRACER WIRE U w p North Andover MA 01845 no t.978.794.5880 o� KN 6"PVC RISER �j/— - �\ U O O CAP UussDU PLAN VIEW 12"SAND - BLANKET e'�I~ga"�I OVER PIPE MassDOT-AD Job No.: z ASMP-2026-LWM-32SAAB-PH-4a 4"/6" 45'BEND FILTER FABRIC F U) 6" BOOT 4"/6"BOOT I�g ¢j PLUG OUTLET WYE SEWER MAIN J--L OD J Architect: o Fennick LIQUID �158"�1z„ 2 O.D. �McCredie LEVEL 8 Architecture CLEANOUT CASTING 6"MIN.* (DIMENSION ARE NOMINAL) 70 Franklin Street 12"MIN.ON LEDGE 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: 3. 61NCH PVC SERVICE PIPE. MCNarama 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, MEPFP 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 B GROOVE JOINT SEALED WITH BUTYL TUBBER OREQUAL 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 NOT TO SCALE ADJUSTMENT INSIDE FACE OF t.617.466.6765 RINGS MANHOLE INSIDE FACE OF MANHOLE 27"DIA.� FILL WITH FILL WITH g MORTAR PRECAST TOP MORTAR 1N Of M4ss9t 02 LINDSEY �� s DITONNO CIVIL w No.51161 SEWER MANHOLE PIPE A��SSlONALEN�'��e DEPTH DIAMETER JOINT SEALANT(TYP.) PIPE STAINLESS L STEEL INTERNAL / PRECAST RISER CLAMP DigiWy s1enea by umasey Diro��o Dale:zozs.06.1516 47:1 zaa-00 SECTION 3"LETTERS MARKED "SEWER" STAINLESS STEEL Stamp: Ffr STAINLESS STEEL STRAP COVER TO HAVE DIAMOND PRECAST BASE WITH CLAMP RUBBER-LIKE FLEXIBLE 12"MIN. CONCRETE FILLET a RAISED PATTERN INTERGRAL RISER SECTION RUBBER-LIKE SLEEVE KOR-N-SEAL BOOT NOT FOR LOCK-JOINT FLEXIBLE MANHOLE SLEEVE 32 a. LOWEST KOR-N-SEAL JOINT SLEEVE (OR ACCEPTABLE SUBSTITUTE) CONSTRUCTION (OR ACCEPTABLE SUBSTITUTE) 1 a FLOWLINE [-MIN. a 6"MIN. ° a NOTE:ALL GASKETS,SEALANTS,MORTAR,ETC...SHALL A a 32 ib' 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 3 CRUSHED STONE NOT TO SCALE LOCATION STATION NEOPRENE GASKET IF 1/2" S WATERTIGHT APPLICATION Manhole Maximum Pipe Diameter Qj 34" IS REQUIRED Diameter inches fort Pipes (inches) At 180 At 90 Separation Separation 39-a' 48 24 18 60 36 24 PRECAST CIRCULAR 72 42 30 MANHOLE a4 48 36 96 60 42 Job No.: 2025000039 Drawn By: BLR/LD NorEs: 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 HEIGHTABOVE 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 ?�i �� UNDISTURBED EXIST.ROADWAY SURFACE EXIST. PROP.3Z"HOT MIX 12"MIN. ti �� EARTH Administration Building 2.0"SUPERPAVE INTERMEDIATE ROADWAY ASPHALT(ITEM 472.) COURSE-12.5 SURFACE - UNDISTURBED ?". `ti�` . 1 WARNING TAPE T FULL DEPTH EARTH�� - 492 SUttOn Street 1i BITUMINOUS North Andover MA 01845 PAVEMENT 1'TYP. T ( ) SAWCUT(TYP.) PROP.GRAVEL BORROW" 36, �.:" IN.45' Owner: 0 o MIN. SUITABLE MATERIAL MIN.45 Lawrence Municipal Airport 1'(TYP.) PROP.E SUPERPAVE BASE 6" * POURED POURED CONCRETE 492 Sutton Street 5'-6"MIN. .* *. COVER o 0 0 o COURSE(ITEM450.42)*' .* *MIN. *. CONCRETE BACKFILL WITH SUITABLE 4 5" 5"4• BLOCKS z1 BLOCKS North Andover MA 01845 0 0 0 0 o PROP.GRAVEL BORROW** MATERIAL(THOROUGHLY MIN., *MIN.' Nr a 7�MIN.45° t.978.794.5880 COMPACTED IN 6"LIFTS) i "�'Z".MIN,:" DIAMETER VARIES VARIES '. BACKFILL WITH SUITABLE VARIES ;t PROP.WATER MAIN TRACER WIRE **4'MIN.. / iassDU D MATERIAL(THOROUGHLY D COMPACTED IN 6"LIFTS) PROP.WATER MAIN i*� MIN.3' PLAN VIEWS MassDOT-AD Job No.: p+3'� LIMITS OF EXCAVATION p+3'�I ASMP-2026-LWM-32-SAAB-PH-4a LIMITS OF EXCAVATION TYPICAL GAS TRENCH NOMINAL MINIMUM BEARING AREA AGAINST PERMANENT PATCH TEMPORARY PATCH 4 PIPE SIZE UNDISTURBED SOIL(SQUARE FEET) Architect: 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. 12 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 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 I NOT MEET THESE REQUIREMENTS OR IS DEEMED UNSUITABLE,CONTROLLED LOW-STRENGTH MATERIAL D = _ ' = NOTES Structural Engineer: (MECHANICAL EXCAVATABLE)SHALL BE USED TO BACKFILL THE TRENCH FROM BELOW THE GRAVEL BORROW w "''`�'`�pZ 1. THRUST BLOCKS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE SUB-BASE TO A MINIMUM OF 12 INCHES ABOVE THE TOP OF WATER MAIN. fy 1,, O LATEST AWWA STANDARDS. MCNarama Salvia 4 T 2. PROVIDE A SEPARATION LAYER OF POLYETHYLENE BETWEEN THE CONCRETE THRUST 1 Federal Street#3710 * WHERE UNSUITABLE MATERIAL IS ENCOUNTERED AT THE PIPE EXCAVATION LIMIT A MINIMUM OF 6"BELOW THE j 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. 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 1Z" CENTER OF THE THRUST BLOCK BEARING AREA. MEPFP Engineer: WATER TRENCH DETAIL GATE COVER 32„ 5. THE THRUST BLOCK BEARING ANGLE,WHETHER VERTICAL OR HORIZONTAL,SHALL NOT BE ARUP US,Inc. NOTE:LOCKING LESS THAN 45 DEGREES. 60 State Street 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 Boston,Ma 02109 READS:"WATER" STEEL BOLT PRESSURE OF 200 PSI. IN 141.'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 D C 0 �� 9. THRUST BLOCKS SHALL BE 3000 PSI CONCRETE. 225 Friend Street#805 FINISHED GRADE 3"TO 6" m 10.NO JOINTS SHALL BE COVERED WITH CONCRETE. (SEE DETAIL) A T� ® 11.THRUST BLOCK DETAILS ARE SHOWN HERE FOR TYPICAL INSTALLATIONS,ADDITIONAL Boston,Ma 02114 RESTRAINT MAY BE REQUIRED,AS DIRECTED BY THE ENGINEER. t.617.466.6765 W 4Z" THRUST BLOCK DETAILS �1 0 Ir NOT TO SCALE STANDARD ROADWAY j N TELESCOPING ACCESS BOX =z DIVISION GATE COVER SECTION B-B w 4 MIL POLY NOTE �PV1N 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 USED,DO OTK IS WATER GATE COVER '7"ONA1.EN�d'��e BLOCK DRAIN CJ STANDARD MECHANICAL JOINT RESTRAINED JOINT WATER MAIN CONCRETE THRUST BLOCK w,_ L NOT TO SCALE ROADWAY - CAP LOCATED AT FOLLOWER GLANDS AGAINST UNDISTURBED EARTH io THE PROPERTY LINE TELESCOPING ¢ OR AS DIRECTED BY D�s��iys19"eabyu"dseyDiT.- PROVIDE 12"SQUARE BY 6"THICK PROVIDE 0.5 CUBIC YARDS OF WATER GATE FINISHED GROUND N THE ENGINEER oaie:z026.06.1516:471-4-oo CONCRETE BASE UNDER HYDRANT CRUSHED STONE TO 6"MIN. Tr SURFACE ACCESS BOX F Z ABOVE DRAIN HOLES w Stamp: NOTES /�i CONCRETE 1.PROPOSED HYDRANT AND LATERAL PIPING CONNECTION WORK SHALL MEET THE REQUIREMENTS OF THRUSTBLOCK LOCAL REGULATIONS.MATERIALS,INSTALLATION,METHODS,QUALITY,PERFORMANCE,TESTING, ET CAST IRON FRAME SUBMITTALS AND APPROVALS SHALL ALL COMPLY WITH MASSDOT HIGHWAY STANDARD N CONCRETE FOUNDATION SPECIFICATIONS AND ANY LOCAL REGULATIONS. TANDARD ROADWAY E11111111 /�'"�` NOTFOR 2.PROVIDE HYDRANT AND VALVE JOINTS WITH RESTRAINED MECHANICAL JOINTS. ELESCOPING ACCESS BOX3.ALL JOINTS BETWEEN ANCHOR TEE AND HYDRANT SHALL BE RESTRAINED. RESTRAINED JOINTCONSTRUCTION 4.CONCRETE THRUST BLOCK TO BE USED ONLY WHERE IT WILL BEAR ON UNDISTURBED EARTH AND WATER MAIN FOLLOWER GLANDSWHERE APPROVED BY THE ENGINEER. ACE MASONRY BLOCK 04E UNDATION UNDER CESS PIPE CAPPING WATER PIPE CONNECTIONHYDRANT CONNECTION ILIENTSEATED NOT TO SCALE 2 E VALVE No. Date Revision NOT TO SCALE THRUST BLOCK ° " p RESTRAINED JOINTS(TYP.) DI PIPE(TYP.) 0, e. GATE VALVE 6 WATER MAIN NOT TO SCALE Job No.: 2025000039 PIPE Drawn By: BLR/LD LENGTH THRUST BLOCK .e " ,p Checked By: LAD VARIES Issue: PERMIT SET GATE VALVE :, ° Date: 06/16/2026 CLDI PIPE °O° RESTRAINED Scale: AS INDICATED °°. 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 3 ANCHOR TEE WITH INLINE GATE 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--,,,\ 'T TOP RAIL AwassDU ' (TYP.) t - MassDOT-AD Job No.: AS M P-2026-LW M-32SAAB-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) McNarama Salvia 1 Federal Street#3710 TENSION { Boston,Ma 02110 WIRE t.617.737.0040 PROPOSED GRADE MEPFP Engineer: ARUP US,Inc. 60 State Street Boston,Ma 02109 t.617.864.2987 o in in � 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 �►�1'-6"DIA. �--��1'-6"DIA. 1'-6"DIA. A v v v rr,'�\N\OIFELEVATION VIEWNAL Digi ys19�.dayumd,.yDiT.- oaie:2026.0e.1 s 16 47:2-4- Stamp: OUTSIDE INSIDE AIRFIELD AIRFIELD NOT FOR GALVANIZED WIRE CONSTRUCTION Q TIES AT 1'-0"O.C. [TENSION WIRE ALONG FENCE No. Date Revision %�%�%�%�'!i�'!�� ' �/ 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 T DETERMINED BY ENGINEER OF RECORD. _ HI-FLO STEPS CARTRIDGE SELECTION:40" (LOCATION CARTRIDGE CARTRIDGE LENGTH 54" 40" 27" 15" MassDOT-AD Job No.: MAY VARY) OUTLET INVERT TO STRUCTURE INVERT(A) 6'-6" 5'-4" 4'-3" T-3" ASMP-2026-LWM-32SAAB-PH-4a 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 Franklin Street o BAY o Boston, 02110 — t. Ma t.617.350.7900900 ——E)E),-— f.617.350.0051 0 —— Structural Engineer: O 0 O O 1 Feder I Salvia ® ® 1 Federal Street#3710 Boston,Ma 02110 BAFFLE AND DRAINDOWN HUI t.617.737.0040 FLOATABLES HOOD CARTRIDGE EKE MEPFP Engineer: PLAN VIEW ARUP US,Inc. 60 State Street RE Boston, 902109 87 (TOP SLAB NOT SHOWN FOR CLARITY) t.617.864.4.2987 ® ® Civil Engineer: UE McClure 225 Friend Street#805 TRENCH FRAME AND Boston,Ma 02114 REMOVABLE GRATE t.617.466.6765 24" 24" F_ T TRENCH COVER TRENCH GRATE ------------ T. 1N Of M4ss9t CARTRIDGE a DECK o2 UNDSEY tiN f , m DITONN0 r— CIVIL I GENERAL NOTES: No.51161 STEP �� A 1.WATER INFORMATIONTY CONNTAINED IN IT SHALL BE IN ACCORDANCETHIS DRAWING.CONTRACTOR CTOR TO ITH ALL DESIGN CONDFIRM STA TRUCTURE SS/ONALEN��e TYP. � i -------- i — I MEETS REQUIREMENTS OF PROJECT. j 2.STRUCTURE SHALL MEET AASHTO HS-20 OR PER APPROVING JURISDICTION I I ---�—�---r1 REQUIREMENTS,WHICHEVER IS MORE STRINGENT,ASSUMING EARTH COVER OF 0,AND I GROUNDWATER ELEVATION AT,OR BELOW,THE OUTLET PIPE INVERT ELEVATION. o9Wys19�.dbyumd,.yDiT.— Dale:z026.06.15 16 47:-4-oo' OUTLET PIPE ENGINEER OF RECORD TO CONFIRM ACTUAL GROUNDWATER ELEVATION.CASTINGS 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, I AND AASHTO LOAD FACTOR DESIGN METHOD. 4.OUTLET PIPE INVERT IS EQUAL TO THE CARTRIDGE DECK ELEVATION. I 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 I Q SLOPE. CONSTRUCTION INSTALLATION NOTES I A.CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY `---J ---- TO LIFT AND SET THE STRUCTURE. B.CONTRACTOR WILL INSTALL AND LEVEL THE STRUCTURE,SEALING THE JOINTS,LINE j j a ENTRY AND EXIT POINTS(NON-SHRINK GROUT WITH APPROVED WATERSTOP OR o } FLEXIBLE BOOT). I C.CARTRIDGE INSTALLATION,BY MANUFACTURER,SHALL OCCUR ONLY AFTER SITE HAS No. Date Revision BEEN STABILIZED AND THE WATER QUALITY UNIT IS CLEAN AND FREE OF DEBRIS. L J I CONTACT MANUFACTURER TO COORDINATE CARTRIDGE INSTALLATION WITH SITE 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 - - - �► - -BACK OF CURB Lawrence Municipal Airport \ - 492 Sutton Street I DISTANCE VARIES / North Andover MA 01845 t.978.794.5880 INSURMOUNTABLE CURB FACE INSURMOUNTABLE CURB FACE RIP RAP SIZING MUST TD MA RM T CONFORM O SSO PRETREATMENT UNIT(INCL. CO -- CONCRETE BASE) SPEC.SECTION M2.02.0 3D VIEWS MassDOT-AD Job No.: AS M P-2026-LW M-32SAAB-PH-4a 18" Architect: POSITION PRETREATMENT UNIT SO PRIMARY Fennick OUTLET ALIGNS WITH TOE OF BASIN SIDE SLOPE TO AVOID SOIL INTERFERENCE WITH FILTER �, g +"STON E ("icCret�le ---------- --- - - --- -------- £,, Architecture 6.. 70 Franklin Street Boston,Ma 02110 t.617.350.7900 _ SECTION f.617.350.0051 a. ELEVATION VIEW McNarana'CRUSHED STONE Structural a Salvia Engineer: gi eer: �I I 1 Federal Street#3710 INLET INSURMOUNTABLE CURB s t RIP RAP PROTECTION 3 Boston,Ma 02110 II� - I — _ PRETREATMENT UNIT(INCL.CONCRETE BASE) — NOT TO SCALE t.617.737.0040 -t ----PRETREATMENT UNIT INLET II '_ --TOP FIBERGLASS GRATE p GDTTERLINE _ �� _ = MEPFP Engineer: HIGH VOLUME OVERFLOWARUP GDTTERLINE 60 State Street _ to teet _ —,— — Boston, r_r/7 T/—// — — -- _ � 09 SITE SPECIFIC j. _� �f/! j�ff ff J�zJ fJ zz/ 2 '� t.617 864.2987 \�\ ` `—'t05- - 1' BASIN BOTTOM r1� . SITE SPECIFIC s\ \ ��% -�- / _PRIMARY 1.7 - - — — — Civil Engineer: 5" M OM ffi' REMOVne E ►,< OUTLET VARIES- 4'-0"(MIN.) g / FI ERWALL T SEE PLAN TOP WIDTH McClure 225 Friend Street#805 - 4" Boston,TOP BERM Boston,Ma 02114 ELEV.=158.60 t.617.466.6765 AGGREGATE BASE COURSE �i\\ \ l" j/\ OVERFLOW SPILLWAY ELEV.=157.50 i\\\\\ 4 1 1 \ `\ s \\ /�/i!i!i BASIN BOTTOM ELEV.=156.50 /i /\ / 12"AREA DRAIN WITH DOME GRATE ESHGW ELEV.=154.40 ////// ✓ ELEV.=157.60 SEED(TYP.) rn�iAOFSUBSOILS ► 6"MIN.TOPSOIL AND REFER TO12"HDPE OUTLET LANDSCAPE PLANS INV.=153.00 VARIES-SEE PLAN NOTES:1 EEXCAVATIONS WIDO NOT TRAFFIC TH EQUIPMEXPOSED ONIT POSIIONDL SURFACE I OUTTH S DETTRHE LIMITS OFUCTION ITHE STORMWATMENT.IF ER BASIN. SSlNAL PRETREATMENT UNIT 2. AFTER THE STORMWATER BASIN AREA IS EXCAVATED TO THE FINAL DESIGN ELEVATION,THE FLOOR •, . (VEGETATED DETENTION INLET) SHOULD BE DEEPLY TILLED PASSITH A AOLF RY TILLER v' INGDRAOR G.DISC HARROW TO RESTORE INFILTRATION i6 Dig,ys19"ea by u"asey DiTo""o 1 3. DO NOT PLACE STORMWATER BASIN INTO SERVICE UNTIL THE CONTRIBUTING AREAS HAVE BEEN FULLY Dale'026.06.15 ie 473a 400 NOT TO SCALE STABILIZED. 4. BACKFILL MATERIAL FOR FILL EMBANKMENT AREAS SHALL CONSIST OF SATISFACTORY ONSITE Stamp: MATERIAL OR BORROW MATERIAL WHEN EXCESS SATISFACTORY MATERIAL DOES NOT EXIST.MATERIAL SHALL HAVE CLASSIFICATION OF GW,GP,GM,SW,SP,AND SM(ASTM D 2487)OR AC COMBINATION. PRETREATMENT UNIT PIPES INSTALLED THROUGH EMBANKMENT SHALL INCLUDE WATERTIGHT JOINTS. RAIN GUARDIAN TURRET STORMWATER BASIN OR APPROVED EQUAL NOT FOR PVC BASIN(AREA DRAIN) PROPOSED GUTTER INLET NOT TO SCALE CONSTRUCTION WITH DOME GRATE 6"LOAM AND SEED (PER PLAN) SEE LANDSCAPE PLAN FOR PROPOSED SEED Oaa MIX AND PLANTINGS - -- �I q I - t�+l ELEVATION A:INLET � I No. Date Revision o I I IIIII ELEVATION C:OVERFLOW I I I EXISTING SUBGRADE ELEVATION B:BOTTOM ELEVATION �� II IIIIIIIIIII III �riIII _ - Job No.: 2025000039 Drawn By: BLR/LD Checked By: LAD Issue: PERMIT SET VARIES PER PLAN Date: 06/16/2026 Scale: AS INDICATED HDPE PIPE OUTLET VEGETATED DETENTION AREA 01 VEGETATED DETENTION AREA 02 Drawing Title: 8"CRUSHED (PER PLAN) ELEVATION A 154.60 154.60 g STONE BASE ELEVATION B 153.60 153.60 CIVIL DETAILS NOTES: ELEVATION C 154.25 154.00 REFER TO LANDSCAPE PLAN FOR PLANTING OF VEGETATED DETENTION AREAS. PVC BASIN DIAMETER 12" 15" HDPE OUTLET SIZE 10" 12" HDPE OUTLET INVERT 152.00 152.10 VEGETATED DETENTION AREA 01&02 2 Drawing No.: 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 p t 978 794 5880 e-0 • s> ° - •p MassDOT-AD Job No.: `e AS M P-2026-L W M-32-SAAB-P H-4a Architect: Fennick McCredie Architecture 70 Franklin Street °;... Boston,Ma 02110 t.617.350.7900 > - f.617.350.0051 0 000 Structural Engineer: ° McNarama Salvia o e 1 Federal Street#3710 Boston,Ma 02110 e e e t.617.737.0040 MEPFP Engineer: ARUP US,Inc. ❑ ® ® 60 S ate Street Boston,Ma 02109 o Civil Engineer: McClure 225 Friend Street#805 __ l Boston,Ma 02114 t.617.466.6765 ' � 2��P�1N Of Mgss9t LINDSEY DITONNO CIVIL CIVIL w IFF I No.51161 f ° ........... �SSlON LENG� ........... D❑0 afi 15 16:4>:OI-04n00' Y • —' / - z -- Stamp: � ------------ - ,__---- NOT FOR _ t CONSTRUCTION / No. Date Revision a_ r r 8 r , ,ao' Job No.: 2025000039 Drawn By: BLR &` Checked By: LAD Issue: PERMIT SET 40.2 Date: 06/16/2026 Copy of N.Andover Fire-Current of Scale: AS INDICATED Overall Length 40.200ft Overall Width 8.930ft Drawing Title: MET FHI-11 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 craamaf:cr-o1„adew wwArufekc.m Tumis�baseduponadesignspeedof6.ODmph. Copp of N.H�do,z�fUeCuoeoi 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