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Home My WebLink AboutFinal Site Plans - - 149 MAIN STREET 1 2 3 4 5 6 7 8 4Z J 149 MA AND 14 SECOND STREET DEVELOPMENT A PERMIT ITE PLANS MAP 30 LOT 7 AND 8 TOWN OF NORTH ANDOVER , ESSEX COUNTY, MASSACHUSETTS a 0 r 3 0 B DRAWING INDEX ctH i z$° 3# RELEASE DATES SHEET 0� s. %r DATE ISSUED FOR cue DRAWING TITLE DATE LAST REVISED _ O r F a NUMBER 11-21-2022 PLANNING BOARD SITE PLAN AND SPECIAL PERMIT APPLICATION CS001 COVER SHEET 11-21-2022 03-13-2023 P h `' [ *< 59 a Q� #-� _ � 02-14-2023 STORMWATER PEER REVIEW AND FIRE DEPT COMMENTS CS002 MASTER LEGEND&NOTES 11-21-2022 02-14-2023 - EXISTING CONDITIONS PLAN 02-23-2023 LIGHTING AND PLANTING PLAN UPDATES ICK CS101 SITE PLAN 11-21-2022 03-13-2023 "Y _ 1 C�A � �y 03-13-2023 TOWN REVIEW COMMENTS CS201 FIRE TRUCK TURNING MOVEMENT 02-14-2023 � '� \ CG101 GRADING,DRAINAGE,&UTILTY PLAN 11-21-2022 02-14-2023 CE101 DEMOLITION,SOIL EROSION&SEDIMENT CONTROL PLAN 11-21-2022 02-14-2023 . �- Buttons-1�1115 - t 1 s y 1 Ij� CS501 SITE DETAILS 1 11-21-2022 CS502 SITE DETAILS 11 11-21-2022 03-13-2023 \ a 1 < CS503 SITE DETAILS III 11-21-2022 02-14-2023 0 sy CS504 SITE DETAILS IV 11-21-2022 J � gr �-a � a CS505 SITE DETAILS V 11-21-2022 02-14-2023 LL101 SITE LIGHTING PLAN 11-21-2022 02-23-2023 �C�j1 �-�". \� LL501 SITE LIGHTING NOTES AND DETAILS 11-21-2022 02-23-2023 = -' *� �+ `� '�pR � X _vim LP101 LANDSCAPING PLANTING PLAN 11-21-2022 02-23-2023125 -'� LP501 PLANTING NOTES AND DETAILS 11-21-2022 02-23-2023 s "` _ qp � '� \ �33 LP502 PLANTING NOTES AND DETAILS II 11-21-2022 3 C D i 3- r A110 PARKING PLAN 11-21-2022 03-13-2023 £ - C �_ A120 SECOND FLOOR PLAN 11-21-2022 D3-13-2023 m A122 THIRD FLOOR PLAN 11-21-2022 03-13-2023 A123 ROOF PLAN 11-21-2022 03-13-2023 s D e a -"'=ter` - A200-201 EXTERIOR ELEVATIONS 11-21-2022 03-13-2023 �. g -�� _�` ya�/� K A210 BUILDING SECTIONS 11-21-2022 '� n�_ •,Or_tll AlldoVer' - - A003E UNIT PLAN TYP.FLOOR 11-21-2022 l ' Ex �` '& ' T D S �a _Ss ma v S' VIS t \ xj = Ne If � ., x a -_ _ _ \ i t qss a \ }m � 3 r Fj y TS 3 v - q too _ P_ MAP REFERENCE:USGS 2022 LAWRENCE,MA-NH QUADRANGLES MS MINUTE SERIES) LOCATION MAP SCALE:I'm 1000' E OWNER APPLICANT CIVIL ENGINEER,GEOTECHNICAL ARCHITECT 149 MAIN STREET: MAIN AND SECOND LLC ENGINEER&LANDSCAPE ARCHITECT JOE THE ARCHITECT,LLC EASTIE REALTY TRUST C/O:CRESPO GROUP,LL LANGAN ENGINEERING& C/O:JIM DIBURRO C/O BENJAMIN GOODMAN,TRUSTEE 65 LEWIS STREET ENVIRONMENTAL SERVICES,INC 343 MEDFORD STREET,SUITE 4C P.O. BOX 201 EAST BOSTON,MA 02128 C/O:HILARY HOLMES SOMERVILLE,MA 02145 QUINCY,MA 02171 PHONE:617-470-0339 100 CAM BRIDGE STREET PHONE:617-764-3593 BOSTON,MA 02116 14 SECOND STREET: PHONE:617-824-9100 MICHAEL MASTROMONACO 14 SECOND STREET NORTH ANDOVER,MA 01845 F LA N&A N Date:3/13/2023 Time:14:36 User:jpark Style Table:Langan.stb Layout:CS001 Document Code:151028501-0301-CS001-0101 2 3 4 5 6 7 ACCESSIBILITY NOTES GENERAL NOTES LEGEND ABBREVIATIONS EXISTING PROPOSED ARCH. ARCHITECTURAL BC BOTTOM OF CURB 1.WALKWAYS ALONG ACCESSIBLE ROUTES NOT TO EXCEED 5%RUNNING SLOPE OR 2%CROSS SLOPE. 1.PLANIMETRIC AND TOPOGRAPHIC INFORMATION SHOWN HEREON WERE DEVELOPED FROM A FIELD AND MASSACHUSETTS DEPARTMENT OF TRANSPORTATION REGULATIONS. PROPERTY LINE BOH BUILDING OVERHANG SURVEY PERFORMED BY PETER NOLAN&ASSOCIATES AS OF 3/16/2022. BW BOTTOM OF WALL 2.ALL ADA PARKING SPACES AND PASSENGER LOADING ZONES SHALL NOT EXCEED 2%IN ANY DIRECTION. 14.THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN HEREON IS TAKEN FROM DESIGN SETBACK LINE CB CURB CATCH BASIN 2.THE PROPERTY LINES SHOWN HEREON ARE BASED UPON FIELD SURVEY PERFORMED BY PETER PLANS,AS-BUILT SKETCHES,EXISTING UTILITY COMPANY RECORDS,AND OTHER SOURCES OF cc CONCRETE CURB 3.ALL ADA EGRESSES SHALL BE FLUSH WITH ADJOINING MATERIAL UNLESS NOTED OTHERWISE. NOLAN&ASSOCIATES AS OF 3/16/2022. INFORMATION AND IS NOT TO BE CONSTRUED AS AN ACCURATE"AS-BUILT"SURVEY AND IS BUILDING LINE Co CLEANOUT SUBJECT TO SUCH CORRECTIONS THAT A MORE ACCURATE SURVEY MAY DISCLOSE.IN ADDITION, CP CONCRETE PAD 4.ALL RAMPS SHALL NOT EXCEED 1:12 OR 2%CROSS SLOPE. 3.HORIZONTAL DATUM IS BASED ON MASSACHUSETTS GRID SYSTEM,NAD 1983.ELEVATIONS SHOWN OTHER UTILITIES NOT SHOWN HEREON MAY BE PRESENT. ANY DISCREPANCIES DISCOVERED DURING PEDESTRIAN DOOR LOCATION CPY CANOPY DRAIN A 5.CONTRACTOR SHALL CONFIRM FIELD CONDITIONS ARE CONSISTENT WITH CONSTRUCTION DOCUMENTS AND ARE BASED ON THE NORTH ANDOVER DATUM. THE COURSE OF CONSTRUCTION SHALL BE PROMPTLY REPORTED TO THE PROJECT ENGINEER. 6"CURB LINE DIP DUCTILE IRON PIPE NOTIFY LANGAN ENGINEERING&ENVIRONMENTAL SERVICES,INC.OF ANY COMPLIANCE ISSUES PRIOR TO DW DETECTABLE WARNING 4,THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING DIG SAFE(WWW.DIGSAFE.COM),EXCAVATION 15.ALL UTILITY WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE REQUIREMENTS AND SIGN DYL DOUBLE YELLOW LINE CONSTRUCTION. TEST HOLES,PERFORMING TEST BORINGS,AND PERFORMING WHATEVER ADDITIONAL INVESTIGATION SPECIFICATIONS/DETAILS OF THE UTILITY COMPANY HAVING AUTHORITY OVER THE PROPOSED EL ELEVATION NECESSARY TO PROTECT AND MAINTAIN ALL EXISTING UTILITIES TO REMAIN THROUGHOUT THE WORK. ALL PROPOSED UTILITY WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL BOLLARD EP EDGE OF PAVEMENT CONSTRUCTION PERIOD. ANY CONFLICTS BETWEEN EXISTING UTILITIES AND PROPOSED UTILITIES APPLICABLE LOCAL,STATE,AND FEDERAL ORDINANCES/REQUIREMENTS GOVERNING THE PROPOSED EX EXISTING DISCOVERED DURING CONSTRUCTION SHALL BE PROMPTLY REPORTED TO THE PROJECT ENGINEER. WORK, CONCRETE FES FLARED END SECTION FFE FINISHED FLOOR ELEVATION UTILITY NOTES 5.CONTRACTOR SHALL PREVENT DUST,SEDIMENT AND DEBRIS FROM EXITING THE SITE AND SHALL 16.ALL PROPOSED UTILITIES WILL BE LOCATED UNDERGROUND UNLESS OTHERWISE NOTED. SANITARY SEWER LINE --------- GR GRADE BE RESPONSIBLE FOR CLEANUP,REPAIRS AND CORRECTIVE ACTION IF SUCH OCCURS.ADJOINING HOPE HIGH DENSITY POLYETHYLENE PIPE 1-THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLATION OF THE DOMESTIC AND FIRE SERVICE LINE STREETS AND PROPERTIES TO BE KEPT FREE OF DEBRIS RESULTING FROM DEMOLITION AND SHALL 17.RESET ALL EXISTING SANITARY AND DRAINAGE STRUCTURES TO MASSACHUSETTS STATE SANITARY SEWER MANHOLE HP HIGHPOINT CONNECTIONS TO EXISTING MAINS. BE CLEANED ON A DAILY BASIS OR AS NEEDED. STANDARDS AND AS REQUIRED BY REPAIRING,MILLING OR OVERLAYING- INV INVERT WATER SERVICE LINE _UW_UW LA LANDSCAPED AREA 2.TEST PITS ARE TO BE PERFORMED PRIOR TO INSTALLATION OF DOMESTIC AND FIRE SERVICE LINE 6,DUST CONTROL TREATMENTS SHALL BE APPLIED AS NECESSARY TO CONTROL AND REDUCE THE 18.ALL PROPOSED STORM DRAINAGE PIPING TO UTILIZE WATER-TIGHT JOINTS. FIRE SERVICE JFW LF LINEAR FEET CONNECTIONS TO CONFIRM THE SIZE AND MATERIAL OF THE MAIN. AMOUNT OF DUST WHICH MAY CAUSE DFF-SITE DAMAGE,BE A HEALTH HAZARD TO HUMANS, MH MANHOLE z WILDLIFE AND PLANT LIFE,OR POSE A HAZARD TO TRAFFIC SAFETY. 19.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY SIZING ALL DRAINAGE STRUCTURES AND UNDERGROUND UT N.T.S. NOT TO SCALE 3.TAPPING SLEEVES AND GATE VALVE ASSEMBLIES SHALL BE INSTALLED AT EACH DOMESTIC AND FIRE SERVICE SUBMITTING SHOP DRAWINGS TO ENGINEER FOR REVIEW- TELECOMMUNICATIONS OCS CUTLET CONTROL STRUCTURE LINE CONNECTION AND SHALL BE MANUFACTURED BY CLOW VALVE CO.,MUELLER CO.,OR AMERICAN VALVE 7.PROPOSED SITE WORK IMPROVEMENTS SHALL CONFORM TO THE STANDARD DETAILS AND UNDERGROUND ELECTRIC E PR PROPOSED AND HYDRANT. SPECIFICATIONS OF THE TOWN OF NORTH ANDOVER.IN THE ABSENCE OF LOCAL STANDARDS,SITE 20.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PAVEMENT REPAIRS REQUIRED AS A RESULT PVC POLYVINYL CHLORIDE PIPE CL WORK SHALL CONFORM TO THE REQUIREMENTS OF MASSACHUSETTS DOT STANDARD DETAILS. OF ANY UTILITY WORK. STORM PIPE RCP REINFORCED CONCRETE PIPE 4.SCHEDULING OF ALL DOMESTIC AND FIRE SERVICE LINE CONNECTION WORK SHALL BE COORDINATED WITH THE RET, RETAINING TOWN OF NORTH ANDOVER TO ALLOW FOR A REPRESENTATIVE FROM THE AGENCY TO BE ONSITE TO 8.THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF 21.ALL PAVEMENT MARKINGS SHALL BE EPDXY RESIN PAINT. STORM MANHOLE RL ROOF LEADER OVERSEE THE CONNECTIONS AND PERFORM A WATER SHUTDOWN AS NEEDED. EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY R.O.W RIGHT OF WAY COMPANIES,AND WHERE POSSIBLE MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS 22.ALL RADII ARE 4 FEET UNLESS OTHERWISE NOTED. CONTOUR R&D REMOVE&DISPOSE 5.THE EQUIPMENT AND MATERIALS FOR THE WATER METER VAULT AND APPURTENANCES SHALL BE SUBMITTED NOT TO BE RELIED UPON AS BEING EXACT OR COMPLETE.THE CONTRACTOR MUST CALL THE R&R REMOVE&REPLACE TO THE TOWN OF NORTH ANDOVER FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST 23.CONCRETE JOINTS ON SITE ARE TO BE FILLED WITH HOT-APPLIED JOINT FILLER,TO INCLUDE SPOT ELEVATION x® SMH SANITARY SEWER MANHOLE EXACT FIELD LOCATION OF UTILITIES.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CONCRETE PAVEMENTS,MONOLITHIC CURBING AND MONOLITHIC SIDEWALKS. CHAIN LINK FENCE SO STORM DRAIN 6.ALL WATER MAINS AND SERVICES SHALL HAVE A MINIMUM OF 5-0"OF COVER.INSULATION SHALL BE USED RELOCATE ALL UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE SWIL SINGLE WHITE LINE FOR ANY MAINS AND SERVICES RECEIVING LESS THAN 5'-0"OF COVER.INSULATION SHALL BE 2-INCHES PLANS.ANY DISCREPANCIES DISCOVERED DURING THE COURSE OF CONSTRUCTION SHALL BE 24.BOTTOM AND TOP OF RETAINING WALL ELEVATION SPOT SHOTS REPRESENT THE BASE OF THE SYL SINGLE YELLOW LINE PROMPTLY REPORTED TO THE PROJECT ENGINEER. WALL AT FINISHED GROUND LEVEL AND THE TOP OF THE FACE OF THE WALL RESPECTIVELY. RETAINING WALL TC TOP OF CURB B THICK,"FOAMGLASS"STYLE WITH JACKETING AS MANUFACTURED BY PITTSBURGH CORNING CORP IN TO TRENCH DRAIN ACCORDANCE WITH AWWA C552. 9.ANY UTILITY EASEMENTS REQUIRED BY ANY OF THE VARIOUS UTILITY COMPANIES,THE 25.SPOT SHOTS ALONG CURB LINES REPRESENT THE BASE OF THE CURB UNLESS NOTED OTHERWISE. DIRECTION OF TRAVEL ARROW TF TOP OF FRAME 7.ALL WATER MAINS AND SERVICES SHALL MAINTAIN A MINIMUM VERTICAL SEPARATION OF 18-INCHES FROM CONTRACTOR SHALL OBTAIN,EXECUTE,AND RECORD PRIOR TO ANY OF THE AFFECTED UTILITY LIMIT OF DISTURBANCE --LOD---------LQD- TW TOP OF WALL OTHER UTILITIES WITH STRICT ADHERENCE TO THIS SEPARATION FOR SEWER AND DRAIN LINES IN WORK BEING PERFORMED. 26.ALL ON-SITE CONCRETE TO BE 4,500 PSI WITH 5%TO 7%AIR ENTRAPMENT UNLESS OTHERWISE TYP. TYPICAL ACCORDANCE WITH MASSDEP'S GUIDELINES AND POLICIES FOR PUBLIC WATER SYSTEMS.IF ADEQUATE .ALL IMPROVEMENTS CONSTRUCTED IN THE TOWN PUBLIC RIGHT-OF-WAY SHALL CONFORM TO TOWN YD YARD DRAIN NOTED. SILT FENCE OR SILT SOCK WOU WATER QUALITY UNIT 10 SEPARATION IS NOT MAINTAINED, PIPELINES SHALL BE SLEEVED OR ENCASED IN PLOWABLE AND OF NORTH ANDOVER STANDARD DETAILS. IN THE ABSENCE OF LOCAL DETAILS&REQUIREMENTS 27.ALL MODULAR BLOCK RETAINING WALLS THREE FEET OR GREATER IN EXPOSED HEIGHT MUST BE INLET PROTECTION EXCAVATABLE CONCRETE.IN ADDITION,NO WATER MAINS OR SERVICES SHALL BE INSTALLED WITHIN THE AND WORK IN THE STATE RIGHT-OF-WAY SHALL COMPLY WITH THE STATE OF MASSACHUSETTS DESIGNED AND CERTIFIED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF SAME TRENCH AS OTHER UTILITIES.A MINIMUM OF 10-FEET OF HORIZONTAL SEPARATION FROM SEWER OR TREE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROADS AND BRIDGES,THE MASSACHUSETTS,MUST BE BASED ON SITE SPECIFIC PROJECT LOADING CONDITIONS(SURCHARGE, DRAIN LINES SHALL BE MAINTAINED. MASSACHUSETTS HIGHWAY DEPARTMENT 1988'STANDARD SPECIFICATIONS FOR HIGHWAYS AND ETC.),AND ARE SUBJECT TO BUILDING CODE AND LOCAL BUILDING PERMITS. FIRE HYDRANT 8.WATER FLOW ISOLATION VALVES SHALL OPEN LEFT. BRIDGES'AND THE MASSACHUSETTS HIGHWAYS DIMSION 2015'SUPPLEMENTAL SPECIFICATIONS. 28.ALL ACCUMULATED SNOW ON THE PROPERTY WHICH MATERIALLY INTERFERES WITH PARKING, GATE VALVE 0 9.VALVE BOXES SHALL BE CAST IRON,ADJUSTABLE SLIDING HEAVY PATTERN TYPE WITH FLANGE ON THE TOP 11.FOR AREAS OUTSIDE THE PROPERTY LINES,REPAIR AND/OR REPLACE ALL DAMAGE DONE TO TRAFFIC CIRCULATION,PEDESTRIAN ACCESS,AND SIGHT DISTANCES,SHALL BE HAULED OFF-SITE OF THE SECTION,BE STAMPED"WATER"ON THE TOP COVER,BE DIRT-TIGHT,AND FULLY ENCLOSE THE EXISTING ELEMENTS(SIDEWALKS,PAVING.LANDSCAPING,ETC)AS REQUIRED BY OWNER AND/OR By A COMMERCIAL HAULER AS SOON AS REASONABLY PRACTICABLE,AND DISPOSED OF IN TRANSFORMER VALVE OPERATING NUT AND STUFFING BOX. GOVERNING AUTHORITY. ACCORDANCE WITH THE MASSDEP'S BUREAU OF WATER RESOURCES SNOW DISPOSAL GUIDANCE (REV.DECEMBER 11,2020).EMERGENCY VEHICULAR ACCESS WILL BE KEPT CLEAR. OVERHEAD WIRE 10.THE DEVELOPER SHALL PROVIDE AS-BUILT RECORD DRAWINGS OF ALL NEW AND EXISTING WATER 12.SEE ARCHITECTURAL DRAWINGS FOR LOCATIONS,DIMENSIONS AND DETAILS OF ALL DOORS,RAMPS, INFRASTRUCTURE TO THE TOWN OF NORTH ANDOVER AT THE COMPLETION OF CONSTRUCTION. SIDEWALKS AND WALLS ASSOCIATED WITH THE BUILDING- POWER POLE '01 11.WATER MAINS SHALL BE PRESSURE TESTED IN ACCORDANCE WITH AWWA C600 FOR THE 2-HOUR 200 PSI 13.ALL SIGNS AND PAVEMENT MARKINGS SHALL CONFORM TO THE LATEST EDITION OF THE MUTCD LIGHT POLE TEST.BACTERIOLOGICAL SAMPLING AND TESTING SHALL BE COMPLETED BY THE WATER DIVISION.ALL TESTING GAS LINE SHALL BE COMPLETED BEFORE THE WATER MAIN IS PUT INTO SERVICE.THE WATER DIVISION SHALL WITNESS THE PRESSURE TEST AND BACTERIA SAMPLING.A COPY OF THE BACTERIA TEST SHALL BE SENT TO THE WATER DIVISION FROM A MASSACHUSETTS DEP STATE CERTIFIED LABORATORY CERTIFIED FOR TOTAL AND FECAL COLIFORM ANALYSES OF POTABLE WATER. SOIL EROSION-SEDIMENT CONTROL NOTES 12.ALL NEW CONSTRUCTION OR ALL CEMENT LINED DUCTILE IRON JOINTS AT FITTINGS(CLASS 52),VALVES AND HYDRANT LATERALS SHALL BE MECHANICAL WITH NEOPRENE GASKETS. JOINTS AT OTHER LOCATIONS SHALL BE PUSH-ON TYPE WITH NEOPRENE OR SYNTHETIC RUBBER GASKETS.ALL WATER GATES SHALL OPEN PER PROPOSED DEVELOPMENT PERMANENT STABILIZATION C MUNICIPAL REQUIREMENTS.ALL WATER LINES SHALL HAVE A MINIMUM OF 5'OF GROUND COVER AND A MINIMUM SEPARATION OF 10'FROM THE SEWER SYSTEM. AT WATER AND SEWER CROSSINGS,THE SEWER 1. CONSTRUCTION WILL INCLUDE EARTHWORK,CURBING,PAVING,UTILITY INSTALLATION, REFER TO PLANS FOR PERMANENT STABILIZATION METHODS+PROPOSED SEED MIXES. LINE SHALL BE ENCASED IN 6"OF CONCRETE FOR A DISTANCE OF 10'ON EITHER SIDE OF THE CROSSING. LANDSCAPING AND BUILDING CONSTRUCTION. ALL DEMOLITION DEBRIS AND SOIL REMOVAL RELATED TO CONSTRUCTION SHALL BE REMOVED AND DISPOSED OF IN ACCORDANCE WITH A.PERMANENT VEGETATION IS TO BE SEEDED OR SODDED ON ALL DISTURBED LAND AREAS 13.ENSURE ALL EXISTING(TO REMAIN)AND PROPOSED MANHOLES PROPERLY IDENTIFY UTILITIES SERVICED. APPLICABLE STATE AND LOCAL LAWS GOVERNING SUCH ACTIVITIES. WITHIN SEVEN(7)DAYS AFTER FINAL GRADING. MULCH AS NECESSARY FOR SEED PROTECTION AND ESTABLISHMENT. AMEND SOIL AS NEEDED PRIOR TO PERMANENT SEEDING. 2.THE DETAILED EROSION AND SEDIMENT CONTROL MEASURES ARE SHOWN ON THE CE DRAWING WHEN IT IS NOT POSSIBLE TO PERMANENTLY STABILIZE A DISTURBED AREA AFTER 14.WHERE AN EXISTING UTILITY IS FOUND TO BE IN CONFLICT WITH THE PROPOSED WORK,THE CONTRACTOR SERIES.THE PROPOSED MEASURES HAVE BEEN DESIGNED TO PREVENT THE MIGRATION OF SOIL COMPLETION OF AN EARTH CHANGE OR WHEN SIGNIFICANT EARTH CHANGE ACTIVITY CEASES, SHALL ACCURATELY DETERMINE THE LOCATION,ELEVATION,AND SIZE OF THE UTILITY AND TRANSMIT THIS SEDIMENT FROM THE SITE. TEMPORARY SOIL EROSION CONTROL MEASURES SHALL BE IMPLEMENTED.ALL TEMPORARY INFORMATION TO THE ENGINEER WITHOUT DELAY. SOIL EROSION CONTROL MEASURES SHALL BE MAINTAINED UNTIL PERMANENT SOIL EROSION 3.THE CONTRACTOR IS TO MAINTAIN EXISTING DRAINAGE PATTERNS FROM UPGRADIENT PROPERTIES CONTROL MEASURES SHALL BE IMPLEMENTED.ALL DISTURBED AREAS,STOCKPILES OF FILL 15.THE LOCATIONS OF EXISTING ELECTRICAL LINES AND GAS MAINS ARE APPROXIMATE.THE CONTRACTOR MUST ONTO THE PROJECT SITE DURING AND AFTER CONSTRUCTION. OR EXCAVATED MATERIAL SHALL BE STABILIZED IN SUCH A MANNER AS NOT TO CAUSE CONSULT THE LOCAL UTILITY COMPANIES FOR ADDITIONAL INFORMATION.ALL PROPSED GAS AND ELECTRICAL UNREASONABLE HAZARD TO PERSONS OR PROPERTY. WORK SHALL BE IN CONFORMANCE WITH LOCAL COUNTY, STATE AND FEDERAL GUIDELINES AND SOIL EROSION AND SEDIMENT CONTROL NOTES 02/14/2023 TOWN REVIEW COMMENTS 1 REQUIREMENTS. 1- THE SOIL AND SEDIMENT CONTROL PRACTICES MUST BE INSTALLED IN ACCORDANCE WITH THE B.MATERIALS SPECIFICATION:LAWN 16.ALL PROPOSED SANITARY PIPING TO BE ASTM D3034,SDR 35 GASKET PIPE. LOCAL GOVERNING AUTHORITY,THE MASSACHUSETTS EROSION AND SEDIMENT CONTROL (i)ANY SOIL HAVING A PH OF FOUR OR LESS CONTAINING IRON SULFIDES SHALL BE Date Description No. GUIDELINES AND THE MASSACHUSETTS STORMWATER STANDARDS- COVERED WITH A MINIMUM OF TWELVE INCHES OF SOIL HAVING A PH OF FIVE OR MORE 2.EROSION AND SEDIMENT CONTROL DEVICES MUST BE INSTALLED PRIOR TO START OF DEMOLITION PRIOR TO SEED BED PREPARATION. Revisions AND CONSTRUCTION AND DISTURBANCE OF SITE CONTRIBUTORY DRAINAGE AREAS.THE OWNER OR ITS CONTRACTOR SHALL INSPECT,REPAIR AND REMOVE ALL SEDIMENT AND EROSION C.MULCHING SHALL BE DONE AT THE RATE OF SEVENTY TO NINETY POUNDS(70-90 LBS)PER CONTOL DEVES, S INDICATE HEREIN.ALL EARTH CHANCE SHLL BE DSIGNE, 1, ,48 GRADING&DRAINAGE NOTES CONSTRRUCTED,IC ANDA COMPLETEDD IN SUCH A MANNER SO THATS THEA EXPOSEDE AREAD 000 SQUARE FEET WITH UNROTTED SALT HAY. OF A1 OF ANY sk, DISTURBED LAND SHALL BE LIMITED TO THE SHORTEST POSSIBLE PERIOD OF TIME. D.LIQUID MULCH BINDERS MUST BE USED TO ANCHOR SALT HAY,HAY OR STRAY MULCHES. 4! 1. ALL PROPOSED STORM DRAINAGE PIPING TO UTILIZE WATER-TIGHT JOINTS. FRANK 3.DISPOSAL OF COLLECTED SEDIMENT SHALL BE MADE TO AREA DESIGNATED BY THE OWNER'S (1) APPLICATIONS SHOULD BE HEAVIER AT EDGES WHERE WIND CATCHES THE MULCH IN HOLMES 2.CLEANOUTS SHALL BE PROVIDED FLUSH TO GRADE AT ALL LOCATIONS OF ROOF DRAIN INTERSECTIONS, SOIL ENGINEER. VALLEYS AND AT CREATED BANKS.REMAINDER OF AREA SHOULD BE UNIFORM IN CIVIL BENDS AND UPSTREAM ENDS. APPEARANCE. No,40203 4 ,A, . q 3.ALL REQUIRED STORM LATERALS SERVICING THE BUILDINGS SHALL BE COORDINATED AND CONSTRUCTED TO SLOPESFILTERFABRIC/SILT FENCE WILL BE INSTALLED ALONG THE TOE OF ALL CRITICAL CUT AND FILL. (ii) USE ONE OF THE FOLLOWING:SYNTHETIC OR ORGANIC BINDERS, BINDERS SUCH AS -I T -I,,,C WITHIN TEN FEET OF EACH BUILDING LATERAL ENTRANCE LOCATION AT THE INVERTS NOTED. ANY CURASOL DCA-70,PETRO SET,TERRA TACH, HYDRO MULCH AND AEROSPRAY MAY D NECESSARY EXTENSIONS,RELOCATIONS,OR CORRECTIONS WITHIN TEN FEET OF THE BUILDING NECESSARY TO 5.ALL TOPSOIL NOT TO BE USED FOR FINAL GRADING/LANDSCAPED AREAS SHALL BE REMOVED BE USED AT RATES RECOMMENDED BY THE MANUFACTURER OF ANCHOR A COMPLETE CONNECTION OF LATERALS TO THE BUILDINGS SHALL BE MADE BY THE BUILDING CONTRACTOR. FROM THE SITE IMMEDIATELY,IN ACCORDANCE WITH APPLICABLE STATE AND LOCAL LAW.ALL MULCH MATERIALS.BINDERS CONTAINING PETROLEUM PRODUCTS SHALL NOT BE 7-A 4.CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE APPROPRIATE SIZES OF THE DRAINAGE STRUCTURES TOPSOIL TO BE USED IN LANDSCAPED AREAS SHALL BE STORED/STOCKPILED IN ACCORDANCE USED.WITH APPLICABLE STATE AND LOCAL LAW STANDARDS. (CATCH BASINS,MANHOLES,YARD DRAINS,ETC.)TO ACCOMMODATE THE PIPING SHOWN. NOTE: ALL NAMES GIVEN ABOVE ARE REGISTERED TRADE NAMES.THIS DOES NOT 6.ALL AREAS WITHIN 500 FEET OF AN INHABITED DWELLING SHALL BE WETTED AS NECESSARY TO CONSTITUTE A RECOMMENDATION OF THESE TO THE EXCLUSION OF OTHER PRODUCTS. 5.STORM DRAINAGE PIPING INSTALLATION SHALL COMMENCE AT THE FURTHEST DOWNSTREAM POINT AND PROVIDE DUST CONTROL. PROCEED UPSTREAM"IN THE DRY". D.FILL MATERIAL SHALL BE FREE FROM DEBRIS,PERISHABLE OR COMBUSTIBLE MATERIAL AND 7.PAVEMENT BASE COURSE MUST BE PLACED IN ALL NEW ROADWAY AREAS UPON COMPLETION OF FROZEN OR WET EARTH OR STONES LARGER THAN THREE INCHES IN MAXIMUM DIMENSION. ��N 6.CONTRACTOR SHALL CONNECT ALL NEW ROOF DRAINS TO THE DRAINAGE SYSTEM-LOCATIONS AND FINE GRADING. Langan Engineering and ELEVATIONS OF ROOF LEADERS SHOULD BE COORDINATED WITH MEP AND ARCHITECTURAL DRAWINGS PRIOR E.CONSTRUCTION AREAS SHALL BE PERIODICALLY SPRAYED WITH WATER UNTIL THE SURFACE IS TO CONSTRUCTION. 8.THE CONTRACTOR IS RESPONSIBLE FOR ALL PAVED ROADWAYS,ON AND OFF-SITE,WHICH MUST WET TO CONTROL THE GENERATION OF DUST. Environmental Services,Inc. 7.THE CONTRACTOR WILL BE REQUIRED TO CLEAN THE ENTIRE DRAINAGE SYSTEM OF ALL DEBRIS AND BE KEPT FREE OF SITE GENERATED SEDIMENT AT ALL TIMES. DUST SHALL BE CONTROLLED BY OR OTHER APPROVED METHOD. F.ALL REVISIONS AFTER APPROVAL HAS BEEN GRANTED SHALL BE FORWARDED TO THE 100 Cambridge Street,Suite 1310 OBSTRUCTIONS BOTH DURING CONSTRUCTION AND AT THE END OF CONSTRUCTION PRIOR TO ACCEPTANCE. APPROPRIATE DISTRICT FOR REVIEW. THIS SHALL INCLUDE,BUT NOT BE LIMITED TO,REMOVAL OF ALL FORMWORK FROM STRUCTURES,CONCRETE 9.ALL STORM DRAINAGE OUTLETS MUST BE STABILIZED,AS REQUIRED,BEFORE THE DISCHARGE G.THE LOCAL GOVERNING AUTHORITY SHALL RECEIVE WRITTEN NOTIFICATION SEVENTY TWO Boston,VIA 02114 AND MORTAR DROPPINGS,CONSTRUCTION DEBRIS,AND DIRT. THE SYSTEM SHALL BE THOROUGHLY FLUSHED POINTS BECOME OPERATIONAL. CLEAN AND THE CONTRACTOR SHALL FURNISH ALL NECESSARY HOSE,PUMPS,PIPE,AND OTHER EQUIPMENT HOURS BEFORE THE START OF ANY CONSTRUCTION. T:617.824.9100 F:617.824.9101 www.langan.com THAT MAY BE REQUIRED FOR THIS PURPOSE. NO DEBRIS SHALL BE FLUSHED INTO EXISTING STORM DRAINS 10-SILT FENCES AND BARRIERS MUST BE CLEANED OR REPLACED PERIODICALLY TO REMOVE H.SEEDBED PREPARATION: WETLANDS,OR WATERCOURSES;ALL DEBRIS SHALL BE REMOVED FROM THE SYSTEM AND DISPOSED OF IN BUILT-UP SILT. ACCORDANCE WITH ALL GOVERNING AGENCIES. 11.ALL EROSION AND SEDIMENT CONTROL DEVICES MUST BE INSPECTED ON A DAILY BASIS AND (1) TOPSOIL SHOULD BE A MINIMUM OF SIX INCHES DEEP(LIGHTLY COMPACTED)BEFORE Project 8.ALL MANHOLE COVERS,GRATES,INLETS,AND RIMS TO REMAIN SHALL BE ADJUSTED TO PROPOSED GRADE. CLEANED IMMEDIATELY AFTER EACH STORM. SEEDING. 9.CONTRACTOR TO PROVIDE ALL FITTINGS AND BENDS NECESSARY TO ACCOMPLISH WORK. 12.ANY TEMPORARY OR PERMANENT FACILITY DESIGNED FOR THE CONVEYANCE OF WATER AROUND, (!I) TOPSOIL SHALL BE TESTED PRIOR TO SEEDING. THROUGH,OR FROM THE EARTH CHANGE AREA SHALL BE DESIGNED TO LIMIT THE WATER FLOW 14 9 MAIN STREET 10.REFER TO THE"STORMWATER MANAGEMENT REPORT FOR NORTH ANDOVER LONG TERM OPERATION AND TO A NON-EROSIVE VELOCITY. (iii)WORK SOIL AMENDMENTS INTO SOIL AS NECESSARY AS NEARLY AS PRACTICAL TO A MAINTENANCE PLAN"FOR OPERATION OF THE STORMWATER MANAGEMENT SYSTEM. DEPTH OF FOUR INCHES WITH A DISC,SPRINGTOOTH HARROW OR OTHER SUITABLE 13.THE CONTRACTOR SHALL CORRECT ANY OMISSIONS,ERRORS,OR FIELD OPERATIONS IMMEDIATELY EQUIPMENT.THE FINAL HARROWING OR DISCING OPERATION SHOULD BE ON THE NORTH ANDOVER 11.AT LEAST 2 FEET SEPARATION FROM THE INVERT OF UNDERGROUND SYSTEM A-1 TO SEASONAL HIGH GROUNDWATER AND IN ACCORDANCE WITH THE GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL. GENERAL CONTOUR.CONTINUE ALL CLAY OR SILTY SOIL AND COARSE SANDS SHOULD AND ROCK SHALL BE FIELD VERIFIED BY AN ADDITIONAL TEST PIT OBSERVED BY A QUALIFIED SOIL PROFESSION BE ROLLED TO FIRM THE SEED BED WHEREVER FEASIBLE. BEFORE THE INSTALLATION OF THE SYSTEM.THE SOIL PROFESSIONAL WILL ASSESS THE SOIL TEXTURAL 14.ANY CONVEYANCE OF THIS PROJECT PRIOR TO ITS COMPLETION WILL TRANSFER FULL E CLASSIFICATION OF THE MATERIAL BELOW THE EXISTING CONCRETE SLAB TO BE REMOVED.IF THE MATERIAL IS NOT RESPONSIBILITY FOR COMPLIANCE WITH THE CERTIFIED PLAN TO ANY SUBSEQUENT OWNERS. (Iv)REMOVE FROM THE SURFACE ALL STONES ONE INCH OR LARGER IN ANY DIMENSION. SANDY LOAM,LOAMY SAND,OR SAND THEN UP TO 2 FEET OF MATERIAL BELOW THE BOTTOM OF THE INFILTRATION 15.SOIL EROSION AND SEDIMENT CONTROLS MUST BE INSPECTED BY THE ZONING ENFORCEMENT REMOVE ALL OTHER DEBRIS,SUCH AS WIRE,CABLE,TREE ROOTS,PIECES OF CONCRETE, NORM ANDOVER SYSTEM IS TO BE REMOVED AND REPLACED WITH A SOIL OF A TEXTURAL CLASSIFICATION OF SANDY LOAM,LOAMY OFFICER BEFORE WORK MAY COMMENCE. CLODS,LUMPS,OR OTHER UNSUITABLE MATERIAL. SAND,OR SAND.THE APPLICANT WILL PROVIDE DOCUMENTATION TO THE PLANNING BOARD OF THE SOIL TEST PIT ESSEX COUNTY MASSACHUSETTS INVESTIGATION AND FINDINGS. 16.THE PROPERTY OWNER AND/OR HIS/HER AGENTS MUST MAINTAIN(REPAIR/REPLACE)WHEN INSPECT SEED BED JUST BEFORE SEEDING. IF TRAFFIC HAS LEFT SOIL COMPACT,THE Drawing Title 12.THE EXISTING CONCRETE SLAB BELOW GRADE IS TO BE REMOVED WITHIN 5 FEET OF THE PROPOSED UNDERGROUND NECESSARY,THE SILTATION CONTROL UNTIL ALL DEVELOPMENT ACTIVITY IS COMPLETED AND ALL AREA MUST BE RETILLED AND FIRMED AS ABOVE. INFILTRATION SYSTEM. DISTURBED AREAS ARE PERMANENTLY STABILIZED. CONTINGENCY SOIL EROSION AND SEDIMENT CONTROL NARRATIVE TEMPORARY STABILIZATION 1. THE GENERAL CONTRACTOR WILL DESIGNATE PERSONNEL FOR 24 HOUR EMERGENCY RESPONSE IN SEDIMENT DISPOSAL AREAS AND TOPSOIL STOCKPILES NOT SCHEDULED FOR CONSTRUCTION ACTIVITIES THE EVENT OF SEVERE WEATHER AND INCREASED POTENTIAL FOR SEVERE EROSION. MASTER LEGEND WITHIN THIRTY(30)DAYS OF DISTURBANCE SHALL BE STABILIZED AS FOLLOWS. 2.THE GENERAL CONTRACTOR IS REQUIRED TO MAINTAIN ON SITE OR HAVE THE ABILITY TO RETRIEVE WITHIN 12 HOURS THE FOLLOWING MATERIALS IN THE EVENT THAT THERE ARE A.SOIL AMENDMENTS AS NECESSARY. DEFICIENCIES IN THE SESC MEASURES: AND NOTES B.ANNUAL RYE GRASS SEEDING APPLIED AT A RATE OF NOT LESS THAN 1 LB.PER 1,000 SF. A.25%OF THE INSTALLED LENGTH OF SILT FENCE C.MULCH ALL NEWLY SEEDED AREAS WITHIN 80 LBS.OF SALT HAY OR SMALL GRAIN STRAW B.EQUIVALENT TONNAGE OF STONE FOR STABILIZATION OF 2 STABILIZATION ENTRANCES.STONE PER 1,000 SF. COULD BE USED FOR SLOPE REPAIRS,ENERGY DISSIPATER ENHANCEMENTS,ETC. D.WHEN DISTURBED AREAS ARE SCHEDULED FOR IMMEDIATE LANDSCAPING THEY MAY BE C.HEAVY EQUIPMENT CAPABLE OF TRENCHING/EXCAVATING LARGE AREAS TO DIVERT AND Project No. Drawing No. MULCHED AND SEEDED PER ITEM C ABOVE. CONTROL RUNOFF IN A CONTROLLED MANNER. D.HAVE DESIGNATED A HYDRO-SEED CONTRACTOR CAPABLE OF RESPONDING TO THE SITE 151028501 WITHIN 12 HOURS Date 3.ANY STUMP GRINDINGS OR WOOD CHIPS GENERATED ON-SITE SHOULD BE RETAINED FOR USE TO 11-21-2022 BACK UP SILT FENCES. Drawn By CS002 F ARK Checked By HH F Date 2/14/2023 Time 1323 User hholmes Style Table:Langan.all,Layout:Layoutl Document Code:151028501-0301-CSOC)2-0101 LEGEND o BOUND O IRON PIN/PIPE NOTES: O STONE POST P 1.INFORMATION SHOWN ON THIS PLAN IS THE RESULT OF A FIELD SURVEY PERFORMED BY PETER NOLAN&ASSOCIATES LLC AS OF 3/16/2022. TREE 2.DEED REFERENCE(#149 MAIN):BOOK 16264,PAGE 53 TREE STUMP 2.DEED REFERENCE(#14 SECOND):BOOK 15928,PAGE 237 SHRUBS/FLOWERS PLAN REFERENCE:PLAN 4543,BOOK 962,PAGE 273,OF 1962 PLAN REFERENCE:PLAN 8719 OF 1981 SIGN NORTH ESSEX DISTRICT REGISTRY OF DEEDS ® BOLLARD 3.THIS PLAN IS NOT INTENDED TO BE RECORDED. Qs SEWER MANHOLE 4.1 CERTIFY THAT THE DWELLING SHOWN IS NOT LOCATED WITHIN A SPECIAL FLOOD HAZARD QD DRAIN MANHOLE ZONE.IT IS LOCATED IN ZONE X,ON FLOOD HAZARD BOUNDARY MAP NUMBER 25009CO209F, N COMMUNITY NUMBER:250098,DATED 6/4/2010. ® CATCH BASIN 5.THIS PLAN DOES NOT SHOW ANY UNRECORDED OR UNWRITTEN EASEMENTS WHICH MAY �w WATER MANHOLE EXIST.A REASONABLE AND DILIGENT ATTEMPT HAS BEEN MADE TO OBSERVE ANY APPARENT wv WATER VALVE USES OF THE LAND;HOWEVER THIS NOT CONSTITUTE A GUARANTEE THAT NO SUCH x EASEMENTS EXIST. yq HYDRANT "°' 6.FIRST FLOOR ELEVATIONS ARE TAKEN AT THRESHOLD. GV X GAS VALVE SZ 7.NO RESPONSIBILITY IS TAKEN FOR ZONING TABLE AS PETER NOLAN&ASSOCIATES LLC CE ELECTRIC MANHOLE / ARE NOT ZONING EXPERTS.TABLE IS TAKEN FROM TABLE PROVIDED BY LOCAL ZONING ORDINANCE.CLIENT AND/OR ARCHITECT TO VERIFY THE ACCURACY OF ZONING ANALYSIS. EL ELECTRIC HANDHOLE UTILITY POLE 8.THE ELEVATIONS SHOWN ARE BASED ON NORTH ANDOVER DATUM. �, �, 3 / v j LIGHT POLE x x / X Q MANHOLE x X SPOT GRADE x / Nd DRILL HOLE 5 ,2W FOUND N F TOP OF WALL SPENCER,KAREN A. BOTTOM OF WALL v W 6 EXISTING BUILDING \ I EXISTING s EXISTING ROOF PEAK RETAINING WALL `�, SZ `� Rv o` EX STING \- BUILDING ELEV.=120.24± DRIVEWA STONE WALL \ �� I 4' FENCE 9s_ ��• X XI STING TREE LINE E X SHED 25.g± 2 � 5 � EXISTING SEWER LINE f L I a2 GUAARD FENCE `31 HISTLNK EXISTING FINISHED FLOOR DRAIN LINE \� FENCE MAC GREGOR DAVID G ELEV-95.13± WATER LINE IXISTINc \ APPROX.FINISHED GRADE EXISTING S.M.H. E%ISTING PARKING BASED ON BLDG CORNIER SHOTS RIM=94.B0 IXRIM=9 D.M.H. PARKIN SPOTS GAS LINE INV=B5.10 RIM=94.02 ET SPOTS ELEV.=94.44± O FOU 804lNND EXISTING UNDERGROUND ELECTRIC LINE CFEINCEK APRX.LOCATION oHw OVERHEAD WIRES 3 of cns UNE CONNECTION / h EXISTING PARCEL ID: / x a`" N oRlvEwnY 030.0-((0006) �145� CONTOUR LINE(MJR) zs:s;4si s:F(RECORDEDDJ \ c EXISTING N PARKING EXISTING EXISTMG �V �^ EXISTING SPOTS CHAINUNK CONTOUR LINE(MNR) f CONCRETE FENCE NOT TO SCARE ,2 ISLAND \ orb I tyro z EXISTING \, n EXISTING APRX.LOCATION PERGOLA EXISTING PARKING , OF SEWER LINE Vl U PAYED EXISTING K GU G SPOTS \ pRIVEWAY _ CONNECTION N GUARD ... ,,_= RAIL O , FENCE \ S� EXIST NG o BRICK £ y COMMERCIAL z \ \ EXISTING PVC DWELLING ., \ EXISTNG FENCE x w F.F.=95.13 1 PARKING o? (TAKEN AT SPOTS x N/F o z' THRESHOLD) EXISTING LONG,MEGHAN APRX.LOCATION ¢ x " ROOF x EXISTING OF WATER UNEI FL7o OVERHANG GUARD CONNECTION OF x'' 18S RAIL EXISTING ROOF PEAK - x'm 'EXSTING s FENCEELEV.=122.57+ DECK EXISTING r PAVED G O 25,�' O WOODEN +i DRIVEWAY fir-c �• FENCE EXISTING _ x VED EXSTING WOODIEN v x i'- DRIVEVAY EXISTING 4W GUARD FENCE p .r RAIL EXISTING1001.11 [Min[D = FENCE FENCE CONCRETE EXISTING x 11 \ z CURB r- PARCEL ID: X PAYED Kex 1T DRIVEWAY 030.0-0007X D. x w ExlsnNc ,HB�HD�oT za+5:SF EXISTING 2 3.1 5'+ N XISTIN CATCH BASIN 12 DRAINDE \ " I PENCE IL, av RIN 92.]4 _ V \ _ EXISTING FINISHED FLOOR APRk.LOCATION OF 4'GAS UNE 54.6' cam`- oo\ U � ELEV=1 02.1± lY _ �k APPROX.FINISHED GRADE E TIN BASED ON BLDG CORNER SHOTS G �- =2`GRAIN LA DING ATCH BASIN � \ -G APRX,eCATION OF q' LINE= RIN-9&14 SECOND STREET FE g "�_ \ ELEv.=99.42± G- 3 r (PUBLIC WAY-50'WIDE) G EXISTING S M.H SS�-SEWER LINE I G APRX.LOCATIgJ F 4'AS DNE JJ APRX.LOCATION G G l� G G xz NV=B2.54 �/5'WATE-SS-SS OF SEWER UNE STONE BOUND f w� S CONNECTION FOUND AND HEIR SECOND STREET X II w- -ASS EXISTING S.M.H - SEWER UNE RIM 9].96 (PUBLIC WAY-50'WIDE) w- S INV=8B.5] w�L� SS SS SS SS SS Ss- STONE Ip�IpI p�v� STONE BOUN I w C` B'WATERLINE E/\I S TII�`U G P R O��L 1 4 APRX.LOCATION 1r/ w W w w V V OT TO SCALE N FOUND X-\ OF WATER UNE _. E E E E x CONNECTION X-- OVERHEAD ELECTRIC UNE X OVERHEAD ELECTRIC LINE / SCALE 1"=20' OF Ao DATE o= PETE 3/28/2022 REV DATE REVISION BY J' m LA N SHEET 149 MAIN STREET .4918 0� 1 14 SECOND STREET FC sI'� PLAN NO. NORTH ANDOVER pw Lo 1OF1 MASSACHUSETTS GRAPHIC SCALE CLIENT: Px NT N G C N T N S SHEET NO. 20 a 10 20 40 80 DRAWN BY PLAN IN KK 1 inch ET FE20)ft. C PETER NOLAN & ASSOCIATES LLC PJN BY LAND SURVEYORS/CIVIL ENGINEERING CONSULTANTS JN APPD BY 80 JEWETT STREET,SUITE 2 NEWTON,MA 02458 PHONE:857 891 7478/617 782 1533 FAX: 617 202 5691 PJN EMAIL: pnolon@pnosurveyors.com 1 2 3 4 5 6 7 8 Z ZONE:DOWNTOWN OVERLAY DISTRICT PROPOSED USE:MIXED USE DEVELOPMENT,COMMERCIAL AND RESIDENTIAL ITEM REQUIRED PROPOSED SECTION f LOT SIZE N/A N/A SECTION 195-18.6 LOT COVERAGE N/A N/A SECTION 195-18.6 •l STREET FRONTAGE N/A N/A SECTION 195-18.6 A SECTION 195-18.6 MAXIMUM FRONT YARD <10 FT <10 FT SECTION 195-18.6 j SIDE YARD N/A N/A SECTION 195-18.6 / REAR YARD N/A N/A SECTION 195-18.6 FLOOR AREA RATIO N/A N/A SECTION 195-18.6 m 7 �� BUILDING HEIGHT <45 FT <45 FEET SECTION 195-18.6 O � \ (PIj PARKING REQUIREMENTS Z �� / ITEM SPECIFICATIONS REQUIRED PROPOSED SECTION 2 \ a RESIDENTIAL SPACES 9 FT X 18 FT 9 FT X 18 FT SECTION 195-8.4 MAP 41 LOT 5 / TOTAL 1.5 SPACES PER 1 BEDROOM (1.5 x 8=12) 46 SPACES SECTION 195-8.4 ST.GREGORY / ` 2 SPACES PER 2 BEDROOM + ~�A#158 N APOSTOLIC CONCRETE CURB \ (2 x S=32) � #158 MAIN STREET ` 44 SPACES CONCRETE TRANSFORMER PAD ADA ACCESSIBLE 8 FT X 18 FT 8 FT X 18 FT 521 CMR 23.2.1 6"BOLLARD(TYP.) B WHEEL STOP(TYP.) �\ TOTAL 2 SPACES PER 26-50 SPOTS 2 SPACES 3 SPACES 521 CMR 23.2.1 MAP 30 LOT 9 / COMMERCIAL USE(MEDICAL 4.5 SPACES PER KSF GFA (8,800 GFA 46 SPACES SECTION 195-8.4 SPENCER,KAREN A. OFFICE,OTHER RETAIL,AND/OR /1,000)x t #159 MAIN STREET CROSSWALK(TYP.) \ OTHER BUSINESS OR OFFICE USE) 4,5=40 40 SPACES OFF—SITE .....; �` SPACES STREET PARKING ACCESSIBLE PARKING \ SIGN SIGN(TYP.) •' a :• ':. MOUNTED ON FENCE 24' \\ , •' /`,x "� � BUILDING ABOVE \ MAP 30 ...... .... ,� MAC GREGOR,LOT DA WD G / "•"..k.. ... PEDESTRIAN UNIT PAVERS(TYP.) t` ••• �� #161 MAIN STREET ` BALCONY ABOVE(TYP.) C dL BUILDING ENTRANCE(TYP.) •<t,e BUILDING ABOVE(TYP.) . 8'(TYP.) / NDTE: �• .' 1.TWO ELECTRICAL(EV)CHARGING STATIONS SHALL BE \ CONCRETE SIDEWALK(TYP.) ` .1 18' 22 CAR PARKING SPACES PROVIDED ON SITE.THE LOCATIONS ARE TO BEDETERMINED. 2.ALL ACCUMULATED SNOW ON THE PROPERTY WHICH tt _ 9'(TYP.) �'�. REDI—ROCK RETAINING WALL MATERIALLY INTERFERES WITH PARKING,TRAFFIC t 8111r " WITH 6 FT PRIVACY FENCE CIRCULATION,PEDESTRIAN ACCESS,AND SIGHT DISTANCES, i' b .. SHALL BE HAULED OFF—SITE BY A COMMERCIAL HAULER AS SOON AS REASONABLY PRACTICABLE,AND DISPOSED C a, 20' / OF IN ACCORDANCE WITH THE MASSDEP'S BUREAU OF WATER RESOURCES SNOW DISPOSAL GUIDANCE(REV. LANDSCAPED AREA(TYP.) DECEMBER 11,2020 EMERGENCY VEHICULAR ACCESS / I 4'x 8'TREE PIT(TYP.) ). WILL BE KEPT CLEAR. \ � CONCRETE CURB I 3.NO PARKING SIGNS(SIGNS C AND D)ARE SUBJECT TO MAP 41 LOT 33 \ 18"SSLW WITH '�, - ASPHALT PAVEMENT I APPROVAL FROM THE BOARD OF SELECTMEN AND THE BANK OF AMERICA 10'OFFSET , � ":' TOWN OF NORTH ANDOVER POLICE DEPARTMENT. #154 MAIN STREET \ :�6"SSLW 4"SINGLE SOLID LINE 03/13/2023 TOWN REVIEW COMMENTS 2 WHITE(SSLW) RESTRIPE EXISTING 6' r „ MIXED USE BUILDING MAP 30 LOT 28 DOUBLE SOLID LINES << T i]1�{"1' A C 02/14/2023 TOWN REVIEW COMMENTS 1 YELLOW(DSLY) FOOI=PilI1'V t_"k"`T�O�SF STOP BAR(24"SSLW) #26 SECOND STREET I Date Description No. REPAINT EXISTING PROPERTY LINE LONG,MEGHAN 23' #28 SECOND STREET Revisions \ LEFT TURN ARROWS 10' LI_ GRANITE CURB \ 10' 24 TANDEM PARKING 2'GRANITE CURB CORNER 10' •�_ PEDESTRIAN 4NIi PAVERS(TYP.) SPACES ,; �J (TYP.) titK OF L{qS ..< FRANK .: (� HOLMES -- v V- -_ - CIVIL 3E �.-... 1E D __ ..� •1<. E --�- !'F �YL<,' t [ •. `.y1TI00A CURB RAMP CS 502YF(TYP.) TYPE SHEET _ SIGN TO SECOND STREET LANGAN Langan Engineering and r 10, Environmental Services,Inc. 100 Cambridge Street,Suite 1310 MAP 30 LOT 32 \ rj ". - "... ".. .. __ -- Boston,MA 02114 GULSAS,KANBAR \ _ #150 MAIN STREET — __ _— __ —_ T:617.824.9100 F:617.824.9101 www.langan.com \ \ Project MAP 30 L 2 MAP 30 LOT 3 MAP 30 LOT 1 MAP 30 LOT 36 \ OLYMPIA IV REALTY TRUST FAY,EUGENE NA MAIN STREET, 149 MAIN STREET 19-25 SECOND STREET LLC 1 #137 MAIN STREET #11 SECOND STREET I LLC 1 / 1 I 1 #19 SECOND SKEET #129 MAIN STREET 1 NORTH ANDOVER E MAP 40.A LOT 4 \ NORTH ANDOVER STONE MILL REALTY RUST \ /I #146 MAIN STREET _ E LINTY MASSACIiUSETTS Drawing Title 1 I i 1 SITE PLAN 1 Project No. Drawing No. 1 —— 151028501 20 0 10 20 Date / 11-21-2022 CS 1 0 1 SCALE IN FEET Drawn By F ARK Checked By HH a Date:3/13/2023 Time:14:34 User:jpark Style Table:Langan.stb Layout:GS101 Document Code:151028501-0301-CS101-0101 1 2 3 4 5 6 7 8 Z '400, c� t oo m 0 a W ��A REAR TIRE ENVELOPE ti -yam to _ 40.19 B VEHICLE BODY ENVELOPE �Y FRONT TIRE ENVELOPE �3p� 8,21 18.96 dL CL �r O TOWN OF NORTH ANDOVER FIRE TRUCK feet Width 8.93 O Track 8.93 O 22 PARKING SPACES Lock to Lock Time 6.0 Steering Angle 40.6 c O A MIXED USE BUILDIING Date Description No. W LLJ i l Revisions 24 TANDEM SPACES \\\b Z �titw of rtsg�c jQ ,.. .................................................._........... rg FRANK HOLMES s� � CIVIL - No,40203 D ® -----------_ r 3 _- . y10f211 m Zli� wo7sna SECOND STREETLANGAN Langan Engineering and _e.ee �> Environmental Services,Inc. --- "" 100 Cambridge Sheet,Suite 1310 Boston,MA 02114 T:617.824.9100 F:617.824.9101 www.langan.com Project 149 MAIN STREET, NORTH ANDOVER E NORTH ANDOVER ESSEX COUNTY MASSACHUSETTS Drawing Title ......................... FIRE TRUCK ........... . TURNING MOVEMENT Project No. Drawing No. 151028501 ............. Date CS20120 0 10 20 02-14-2023 Drawn By - SCALE IN FEET JSP F Checked By HH o Date:2/14/2023 Time:13:46 User:hholmes Style Table:Langan.sib Layout:Layout1 Document Code:151028501-0301-KT108-0101 1 2 3 4 5 6 7 8 - i, A EXISTING UTILITY POLE PROPOSED ELECTRIC ;\ SERVICE CONNECTION m TO BE COORDINATED 7�A� 1 WITH N.GRID tp� r^ C F J a TRANSFORMER TRENCH DRAIN o 32,LF 12"HOPE 0 169% = RETAINING WALL �^ TC:96.30 TD-104 B _" HEIGHT VARIES BETWEEN 1'AND 5' MH-100 INV.OUT:92.50 c e RIM:95.31 TW:99.39' INV.IN(12-W):91.68 INV.IN(8'S):90.54 -_ BW:95.97 .�' INV.OUT(8"N):90.54 r" ��... TC:96.20 95.70 ,s s BC:95.70 12"X4"TAPPING SLEEVE&VALVES TW:101.0D FOR 4"CLDI DOMESTIC SERVICE 100 B W:96.00 12"X6"TAPPING SLEEVE&VALVE FOR 6'CLDI FIRE SERVICE TC:95.60 Ow MH-101(WQU) RIM:85.86{ f '.` TRENCH DRAIN WITH FILTER INV.IN(12"N):92.33 U' 10 TD-103 INV.OUT:92.23 1 BW:99.38 INV.OUT:97.18 ROOF DRAIN = -UW 'f '� 9 LF,'12"DIP 0 1.00% 18,LF 12"DIP®1.00% 2-4"X45'BENDS 101.133 '1 95.50 % 2-6"X45'BENDS a 2 TW:10, 17 LF 12"HOPE®:1.00% 95.50 - 95.42 00 BC:101.33 1ACF95.58 95.30 Jo3 UUNDERRGROUNDX INFILTRATION FILTRATION SYSTEM 95.60 95.35 �/95.50 0 431 TANKS;TOTAL STORAGE=2,215 CF 3"STONE BASE W/6"STONE COVER C C:94.82 95.51 '% TOP OF STONE=98.90 94.97 �'� INVERT OF TANKS=97.25 TC:94.67 b BOTTOM OF STONE=97.00 94.73 95.55 \� INV.IN=97.25 INV.OUT=97.25 ` 95.50 .' N TC:94.61 MIXED USE BUILDING 02/14/2023 TOWN REVIEW COMMENTS 1 z R F LEADER J "INV.OUT-97;34 Date Description No. _ 100.9 96.11 i 94.47 RIM: ^O� HOPE 0 1.00% Revisions 4 EXIST SANITARY SERVICE i' =RI .0 10 LF 1 HD 5% 2" ,��„ 2' PE®0 0 TO BE REUSED AND i I IN(12 W)'96.9 # r - i_ V.IN 12 S: MH-201 WQU OF CCTV INSPECTED .vo�., .. .. .. (:' )97:Q ( ) ..... �tN '�4S 96.12 96.49 INY.OUT:9.83' RIM:100.05 tad 1 94.79 95.06 95.37 95.79 4'WE1f2 ELEV: 00 100 INV.IN(12"NW):97.03 96.88`97.12,97.47 97.98 INV.OUT:9693 FRANK FCO 99.67 - ,�: ' HOLMES c°m y 9 CIVIL w..e 203 TtDPE..� CONNECT WITH " '� ;, o.0 t COUPLING TC:93.22 s �i TC:1DO.32 p BC:99.82 11Na ---- ,s ®® 92.58_.. 99.70 STR „. T EE- SECOND _ - L ------------_- ANGAN ,/ r �, ; - MH-200. Langan Engineering and RIM:98.42 I Environmental Services,Inc. TC:98.99 INV.IN(1'2"SE):96.49 ` BC:98 49 ri ::INV.IN(12"SW):96.00 - 100 Cambridge Street,Suite 1310 .. .............., �..,, _. ':INV.OUT(12"NE):96.00 ...®..... ._ ,�� -- Boston,MA 02114 . ..TRENCH DRAIN._M-202 .. .....................� -a-a..� INV.OUT:97.09 T:617.824.9100 F:617.824.9101 www.langan.com ®_ - Project w e 149 MAIN STREET NORTH ANDOVER E NORTH ANDOVER ESSEX COUNTY MASSACHUSETTS Drawing Title ..................... GRADING, DRAINAGE& _ _ _ _ _ _ UTILITY PLAN Project No. Drawing No. e ----- - 151028501 20 0 10 20 Date % SCALE IN FEET 11-21-2022 CG 101 Drawn By g ARK F Checked By HH a Data 2/14/2023 Time:13:41 User:hholmes Style Table:Langan.stb Layout CG101 Document Code:151028501-0301-CG101-0101 1 2 3 4 5 6 7 8 e, A 0 w, a t ` REMOVE&STACK s" ' \GRANITE CORNERS 1 ROCK CONSTRUCTION B ENTRANCE(TYP) � s REMOVE AND STACK GRANITE CURB(TYP.) �\- \ `� i�} -\ _ - tea••• -�-7"?^�'p ? �_ EXISTING C FENCE TO REMAIN COMPOSTc FILTER SOCK REMOVE TREES(2) t STA KINFILTTRATION DAREAO OFF c \ CUT AND CAP EXIST �� REMOVE TREES(4) GAS SERVICE C LIMIT OF DISTURBANCE PROPOSED BUILDING FOOTPRINT \ _ _ EXISTING CONCRETE SLAB BELOW i, GRADE IS TO BE REMOVED WHERE - MAINTAIN EXIST SANITARY SERVICE _ 'C= ,_ .. \ , WITHIN 5'OF THE PROPOSED UNDERGROUND INFILTRAT10 REMOVE ALL SURFICIAL N SYSTEM i � AND SUBSURFACE SITE FEATURES UNLESS - ,- SPECIFICALLY IDENTIFIED U TO REMAIN ' • , i TOWN REVIEW COMMENTS 1 \ REMOVE TREES 3) 02/14/2023 EXISTING PVC FENCE TO REMAIN Date Description No. = s Revisions CUT AND CAP EXIST - - WATER SERVICE .. • ,�. - - __ .. titN OF 4f4 ., .,,.. .._ ------'` --_--------------' f P -- (� FRANK -- HOLM - _;\ ` \ s:••s.ai,+Y .. '`. `Yyii�iH•+i�•••••s••• ��.' � �••+«i•••i••�a�ia��es�+sk•i•�•••+•ss*+�•' - - 'apt°��tS��4�� Q© _ QFJ CIVI No,402030 Q. NA OD AR L[1D F = - REMOVE&STACK SECOND STREET ------ ,,, :, REMOVE&STACK GRANITE CORNERS ................................ '. `. .. .: \ _ -. GRANITE CORNERS -. --- INLET PROTECTION FOR -- LANGAN _ EXIST CATCH BASIN.-- �� _�- ', � -- - - (TYP.) g'$ Langan Engineering and _ s REMOVE AND STACK % - - Environmental Services,Inc. GRANITE CURB(TYP.) - ' ,_ --- 100 Cambridge Street,Suite 1310 - ---. - _ - Boston,VIA 02114 ............. -_-. .8 .8 www.langan.com CUT AND CAP EXIST .617 24 9100 F.617 24 9101 www angan co "w....,. _ GAS SERVICE. Pro ec CUT AND CAP EXIST = C 1 t WATER SERVICE CUT AND GAP EXIST 149 MAIN STREET SANITARY SERVICE - NORTH ANDOVER E NORTH ANDOVER ESSEX COUNTY MASSACHUSETTS DoIOLITION,SOIL EROSION & SEDIMENT CONTROL PLAN Project No. Drawing No. ......,_........,'s _........ - 151028501 ............... 20 O 10 20 Date CE101SCALE IN FEET 11-21-2022 Drawn By F ARK Checked By HH a Date:2/14/2023 Time:13:02 User hholmes Style Table:Langan.stb Layout:CE101 Document Code:151028501-0301-CE101-0101 1 2 3 4 5 6 7 8 2 I �MATCH SITE PLAN 5 BITUMINOUS CONCRETE SURFACE COURSE 1.5" ��//�� " ° ///�r 6" CURB LINE A (9.5 MM(%")SUPERPAVE SURFACE COURSE)_ F _ _ _ ��%� ��%,�\� RADIUS 7 1 1/2" 2.5" 6. RADIUS BITUMINOUS CONCRETE BINDER COURSE(19 MM :_ ..,.,�.. '- _: /� �T/�//�/ ��/�//�/�//� //�////�//�//�//�//�� +,. �-- ��r\fir\�r��r\fir\�ra�r�\�i\fir\�77.�i,r\�7�r r\�7 r\fir\�1\`i\�\� SUPERPAVE INTERMEDIATE COURSE 37 ' = L4,500 PSI 8" CONT.#4 BAR CONCRETE,5%-7% - PAVEMENT PROCESSED AGGREGATE BASE COURSE n i 4,500 PSI CONCRETE AIR-ENTRAINED. - - 6" SURFACE (M2.01.07 OR M1.03.1 OR M1.09.0 - _ _ FRONT AND BACK 5%TO 7%AIR ENTRAINMENT _ COMPACTED SUBBASE COURSE TO BE A MINIMUM OF 95%OF MODIFIED PROCTOR ` MAX.DRY DENSITIES(M1.03.0 OR M1.03.1) 6"PROCESSED AGGREGATE BASE i COURSE(M2.01.07 OR M1.03.1 NOTES: ?$ 1. ALL AREAS TO BE PAVED SHALL BE PROOF ROLLED WITH AT LEAST 4 PASSES OF A SMOOTH ROLLER HAVING A COMPACTED SUBGRADE 6 4,500 P.S.I.CONCRETE, •2 MINIMUM STATIC DRUM WEIGHT OF 10 TONS. ANY SOFT AREAS SHALL BE REMOVED AND REPLACED WITH CLEAN, 5%-7%AIR-ENTRAINED tL NOTES: GRANULAR,FREE-DRAINING SOIL. FILL SHALL BE PLACED IN LOOSE LIFTS NOT TO EXCEED 12-INCHES AND SHALL BE COMPACTED TO AT LEAST 95%OF ITS MAXIMUM DRY DENSITY AS DETERMINED BY THE GEOTECHNICAL REPORT. 1. ALL CONTROL JOINTS TO BE SAWCUT 7" 2.PAVEMENT CLASSES REFER TO MASSACHUSETTS,DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATION(MOOT SS) 2•SIDEWALKS TO COMPLY WITH TOWN STANDARDS WHERE APPLICABLE. NOTES: M3.11.03.PRESSED AGGREGATE SHALL REFER TO M2.01.07 OR M1.03.1. 3.EXPANSION AND CONTROL JOINTS SHALL BE INSTALLED PER LAYOUT AND DIMENSIONING PLANS. IF NOT SPECIFICALLY DETAILED MAXIMUM SPACING OF JOINTS SHALL BE AS FOLLOWS: 1. TRANSVERSE JOINTS 1/2"WIDE SHALL BE INSTALLED IN THE EXPANSION-20 FT. CURB AT 20 FOOT INTERVALS AND SHALL BE FILLED WITH CONTROL-6 FT. PREFORMED BITUMINOUS JOINT FILLER. 4.CONTRACTION JOINTS SHALL BE SPACED EQUAL TO THE WIDTH BUT SHALL NOT EXCEED 6 FT. 2.ALL CURBS SHALL BE INSTALLED ON AN APPROVED,COMPACTED B CARE SHALL BE TAKEN TO ASSURE UNIFORM GRADE,FREE OF SAGS AND SHORT GRADE SUBGRADE.A MINIMUM OF SIX INCHES OF PROCESSED CHANGES. AGGREGATE(M2.01.07 OR M1.03.1)SHALL BE INSTALLED AS THE SUBBASE. ASPHALT PAVEMENT 5.SURFACE TEXTURE SHALL BE A LIGHT BROOMING,TRANSVERSE TO THE LENGTH OF THE WALK. 1 NT3. 2 CONCRETE SIDEWALK 3 CONCRETE CURB N.T.S. N.T.S. WIDTH VARIES HEIGHT VARIES SEE PLAN 5"TO 7" GRANITE CURB NOTES: MEET EXIST PAVEMENT 48" 1219 1. MAXIMUM SLOPES OF ADJOINING GUTTERS AND ROAD SURFACES IMMEDIATELY ADJACENT TO THE SIDEWALK RAMP FINISH SIDEWALK GRADE B O O O OR ACCESSIBLE ROUTE SHOULD NOT EXCEED 20:1. �Py�= 2.CARE SHALL BE TAKEN TO ASSURE UNIFORM GRADE ON THE RAMP,FREE OF SAGS AND ABRUPT GRADE CHANGES. 1./ 0.45"(11)MIN u / a 0.9"(23)MAX 0 2.. 3.ALL RAMPS SHALL BE CONSTRUCTED OF CEMENT CONCRETE IN ACCORDANCE WITH MASSDOT STANDARD � 8+ N'o O O I (5) SPECIFICATIONS M4.02.00. ss yiy VERTICAL GRANITE CURB C P.� l�9 - 4.SIDEWALK RAMPS SHALL HAVE A COARSE BROOM FINISH TRANSVERSE TO THE SLOPE OF THE RAMP. 7 f ,L f� 5� °° O Co 1 0.4"9'(36(2)MAX.)MIN. 5.DIAGONAL SIDEWALK RAMPS AT MARKED CROSSINGS SHALL BE WHOLLY CONTAINED WITHIN THE MARKINGS, Y fi q��1`. 1g" EXCLUDING ANY FLARED SIDES. "F.w tirlu 2'DETECTABLE 6.EXPANSION JOINTS IN CONCRETE SHALL MATCH THOSE IN ADJACENT SIDEWALKS BUT IN NO CASE SHALL THE 6"(41)MIN. _ SPACING BETWEEN EXPANSION JOINTS EXCEED 12'3.66m UNLESS OTHERWISE NOTED. WARNING .6(17)IN. 2.4"(61)MAX. ( ) 1 '"r 7.INSTALL THE EDGE OF THE DETECTABLE WARNING STRIP 6"(152)FROM THE EDGE OF ROAD. C 4.500 PSI DOME SPACING DOME SECTION 8.TO PERMIT WHEELCHAIR WHEELS TO ROLL BETWEEN DOMES,ALIGN DOMES ON A SQUARE GRID IN THE DIRECTION OF CONCRETE,5%-7% 6" PEDESTRIAN TRAVEL- AIR-ENTRAINED. FRONT AND BACK DIAGONAL/PARALLEL 9.THE MAXIMUM HEIGHT OF ANY RAMP WITHOUT HANDRAILS SHALL BE 6". SIDEWALK RAMP WIDTH VARIES Date Description No. 2'DETECTABLE SEE PLANS WARNING PANEL Revisions NOTES: 4,500 PSI CONCRETE RAMP ELEVATION AT 57 TO 7%AIR ENTRAINMENT 1. ALL CURBS SHALL BE INSTALLED ON AN APPROVED,COMPACTED GUTTER IS FLUSH WITH SUBGRADE.A MINIMUM OF SIX INCHES OF PROCESSED ROADWAY PAVEMENT 6"PROCESSED AGGREGATE BASE ��HOFftgq AGGREGATE(M2.01.07 OR M1.03.1)SHALL BE INSTALLED AS THE 1.5%MAX. COURSE(M2.01.07 OR M1.03.1) - Fc' '4c SUBBASE. �7.5%FLARE 5-O 7.5%FLAREga�� FRANK �'v' 2.GROUT ALL JOINTS. z HOLMEB 4 s�i CIVIL /i No.40203 VERTICAL GRANITE CURB 6"FLUSH GRANITE CURB D SECTION tG1Xi C _ _ 4, SECTION ( B) N.T.S. LANGAN 5 CURB RAMP Langan Engineering and N.T.S. Environmental Services,Inc. 100 Cambridge Street,Suite 1310 ROUNDED CONCRETE CAP Boston,MA 02114 T:617.824.9100 F:617.824.9101 www.langan.com CONCRETE FILL BITUMINOUS CONCRETE PAVEMENT-� 6"DIA.STEEL PIPE SYMMETRICAL C.L. Project FILLED WITH DRIVEWAY CONCRETE, PAINT PER PAINTING 149 MAIN STREET SPECIFICATIONS 4'-0" TOPOOFF FOUNSETDATION MEET EXIST PAVEMENT -VA VARIES 9' NORTH ANDOVER FLUSH WITH PAVEMENT .,t,� VA IES IDEWALK SIDEWALK E f-VARIES VARIES NORTH ANDOVER '- ESSEX COUNTY MASSACHUSETTS 2'-0"x 2'-0" Drawing Title CONCRETE PIER REINFORCED WITH 18 (4)#1 VERT.AND #4 TIES AT 12'O.C. 3'_6" 4,500 PSI CONCRETE VA IES RAMPED SECTION 14" 5%TO 7%AIR ENTRAINMENT COMPACTED GRAVEL 6"PROCESSED AGGREGATE BASE SITE DETAILS COURSE(M2.01.07 OR M1.03.1) COMPACTED SUBGRADE CURB B" 6" REINFORCING GUTTER LINE 6"X6"#8 WIRE MESH 4"WIDE WHITE PAINTED LINES NOTES: 1.SEE SITE PLAN FOR PARKING LAYOUT Project No. Drawing No. 1. PAINT PRIME AND FINISH COATS TO BE COMPATIBLE WITH EXTERIOR CROSS SECTION MI 2.TWO COATS TIME EPDXY PAINT SHALL BE USED FOR PARKING STALL STRIPING.ALLOW FORA 151028501 METAL SURFACES.COLOR SHALL BE PROVIDED OWNER/ARCHITECT HALF PLAN MINIMUM CURE TIME OF 24 HOURS BETWEEN APPLICATIONS. Date 11-21-2022 CS 5 0 1 STEEL BOLLARD CONCRETE DRIVEWAY APRON PARKING STALL STRIPING Drawn By 7 N.T.S. 8 N T S ARK F Checked By HH o Date:11/18/2022 Time:15:58 User:akennedy Style Table:Langan.stb Layout:GS501 Document Code:151028501-0301-CS501-0101 2 3 4 5 6 7 1 13 ADA ACCESSIBLE PARKING SIGN CENTERED ON PARKING STALL(SEE DETAIL) MANUAL ON NUNIFORM T'A' 12 CONTROL DEVICES SEE SITE 12'STRIPING AT INCH PLAN FOR LOCATION AND SIGN kA1K1 DESIGNATION. CROSSWALK ALL SIGNS SHALL BE METAL (MITE) e WITH REFLECTIVE MARKINGS 4.0'MIN. DESIGNATE ADA ACCESSIBLE PARKING W/ 2"x2"GALVANIZED STEEL A INTERNATIONAL SYMBOL OF ACCESS 7' 36"D.C. PAINTED PER LOCAL AND ADA R1-1 NOTE, REQUIREMENTS HANDICAPPED 30"X 30" BREAKAWAY MOUNTING TWO COATS OF EPDXY PAINT D PARKING SHALL BE USED FOR CROSSWALK GRADE ..AL—WWRE. STRIPING.ALLOW FOR A MINIMUM 1A zm CURE TIME OF 24 HOURS BETWEEN AY W RNOVAT' C 0-1-5 EIPE— APPLICATIONS. WITH I R7-8 171 hi 0 N ---_4,50O P-S-I.,5%-7%AIR—ENTRAINED, 12 X 18" z I CONCRETE FOOTING PARKING PARKING 6" El Fly: 2 V L T_ HI r-LI AmY AN GENERAL R BP"_BP Vill E CROSSWALK 12 X 6' 1V X INSTALL VAN ACCESSIBLE SIGNS AT ALL VAN ACCESSIBLE PARKING SPACES R7-1 R7-1 1. ALL POSTS SHALL BE OF ADEQUATE LENGTH TO MEET THE REQUIREMENTS FOR ERECTION AS NOTES: NOTE: NOTE: 12"X 18" 12"X 18" STATED IN THE CURRENT"MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES". 1.ALL PAINT SHALL BE FAST DRYING TRAFFIC PAINT,MEETING THE REQUIREMENTS OF AASHTO M248 TYPE F,PAINT HANDICAPPED PARKING SIGN SHALL 2.ALL TRAFFIC CONTROL DEVICES SHALL CONFORM WITH THE CURRENT"MANUAL ON UNIFORM SHALL BE APPLIED AS SPECIFIED BY THE MANUFACTURER. CONFORM WITH CURRENT STATE& NO PARKING SIGNS ARE SUBJECT TO APPROVAL TRAFFIC CONTROL DEVICES". LOCAL CODES AND REGULATIONS. FROM THE BOARD OF SELECTMEN AND THE TOWN B 2.SYMBOLS&PARKING STALLS SHALL CONFORM TO THE REQUIREMENTS OF THE AMERICAN DISABILITIES ACT(ADA), OF NORTH ANDOVER POLICE DEPARTMENT. 3.SIGNS 36"OR GREATER SHALL REQUIRE TWO SIGN POSTS. THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES,LATEST EDITION,AND ALL STATE AND LOCAL REQUIREMENTS. ALL SIGN POSTS SHALL BE COORDINATED WITH RETAINING WALL AND SLOPE GEOGRID 2.Two COATS OF EPDXY PAINT SHALL BE USED FOR PARKING STALL STRIPING.ALLOW FOR A MINIMUM CURE TIME OF 4.REINFORCEMENT ZONES. 24 HOURS BETWEEN APPLICATIONS. POST2 ADA STALL STRIPING 3 SIGNS 4 SIGN PROVIDE EXPANSION JOINTS WHERE CONCRETE ABUTS STRUCTURES 2"0 WEEPS,10'-0"O.C.E.W.,FILL WITH SAND, OVERLAY WITH GEOTEXTILE FABRIC UNIT PAVER,TYP. HAND TIGHT PAVER JOINTS FILLED WITH POLYMERIC SAND BITUMEN SETTING BED POST TOP CAP L PRIMER COAT POST BRACKET FOR 4"THICK CONCRETE SLAB PRIVACY SLAT 6"COMPACTED AGGREGATE ATTACHMENT 2 _01 COMPACTED SUBGRADE 1"x6"x92"HORIZONTAL 2 —2 5-7' —2 NOTE:ALL UNIT PAVERS TO BE HAND TIGHT Tp PRIVACY SLATS(TYP.) 4^— SET PIN Y2"BELOW TOP OF WITH POLYMERIC SAND SWEPT BETWEEN JOINTS. —3)C Y2 WHEEL STOP AND FILL WITH C 4"x4"POST SEALANT(TYP) FINISHED GRADEJ-5 CONCRETE PAVERS ON CONCRETE SLAB in-\ I EMBED POST IN CONCRETE FOUNDATION NINI M,M,M,M,I NIN", CONCRETE FOUNDATION SIDE VIEW PLAN VIEW 03/13/2023 TOWN REVIEW COMMENTS NOTES: 24"X DIA STEEL PROVIDE 2 1"HOLES IN Date Description No. 1. ALL COMPONENTS OF PRIVACY FENCE TO BE PAINTED DOWEL ANCHORS(TYP) WHEEL STOP FOR ANCHORING BLACK.SUBMIT COLOR SAMPLES FOR APPROVAL PRIOR TO FABRICATION. Revisions Wll 2. COORDINATE FINAL FENCE FABRICATION,INCLUDING ELEVATION/PROFILE,GRADES AND REQUIREMENTS. NOTES: OF 4"VERTICAL FACE 3. SUBMIT SHOP DRAWINGS SHOWING FABRICATED FENCES AND 1)CONCRETE WHEEL STOPS TO BE PAINTED SAFETY YELLOW. 2—N0.3 REBAR,STEEL PICKETS FOUNDATION DESIGN,INCLUDED ALL LAYOUT PLAN AND ALLtCx DETAILS OF CONSTRUCTION PRIOR TO FABRICATION. FRANK OR 2"X2"WOODEN STAKES 1.5'TO_,z HOLMES 2 IN GROUND t CIVIL N 4020 GIRT D o000 6 6 FT HIGH OPAQUE PRIVACY FENCE AUTO WHEEL STOP NA CAPTURE SEDIMENT AND PREVENT LANGAN FLOW OFF SITE Langan Engineering and NOTES: Environmental Services,Inc. 1- CONSTRUCTION PAD LOCATION TO FILTER FABRIC MIRAFI 60OX BE SET BY CONTRACTOR AND DR APPROVED EQUIVALENT REDUCE WATER FLOW ONTO 100 Cambridge Street,Suite 1310 LOCATED AS REQUIRED FOR WORK ZONE Boston,VIA 02114 SECURE SILTSACK"FILTER CONSTRUCTION SEQUENCING CURB DEFLECTOR 2.SEE SOIL EROSION&SEDIMENT 12"THICK STONE PAD: BIODEGRADABLE FABRIC (OR EQUIVALENT)TO GRATE. CONTROL PLAN FOR DIMENSIONS DOT N0-3 OR ASTM C-33 NO.3 T:617.824.9100 F:617.824.9101 www.langan.com t FOR SLOPES 3:1 OR AS NECESSARY, Project 12"DIAMETER INSTALLED STAKE OR OTHERWISE SUPPORT "SILTSACK" 12" TUBES(I.E.,TREES,CINDER BLOCKS) 149 MAIN STREET, DISTRIBUTOR:ACS FLOW ENVIRONMENTAL AREA OF SOIL NORTH ANDOVER 800-644-9223 DISTURBANCE ENSURE FIRM CONTACT WITH GROUND TO PREVENT FLOW UNDERNEATH TUBES WELL COMPACTED SUB—GRADE/ NORTH ANDOVER ESSEX COUNTY MASSACHUSETTS Drawing Title PROTECTED ZONE .1�. \�\/, y 10'MIN.RADIUS—\ W11, O ACCESS ROAD PAVED SITE DETAILS 11 TO W6�,AREA ROAD NOTES: SECTION 1. CONTRACTOR IS TO CLEAN INLET FILTER WHEN RESTRAINT CORD IS NO LONGER VISIBLE AS PER NOTES' MANUFACTURER'S SPECIFICATIONS- 1. -9 INCH MAY BE USED FOR FLATTER SURFACES WITH APPROVAL TYPE B-CURB INLET 2. CONTRACTOR TO REMOVE FILTER JUST PRIOR TO FROM ENGINEER Project No. Drawing No. PAVING. 151028501 INLET PROTECTION Date N.T.S. 11-21-2022 502 Drawn By CS 8 F ARK Checked By HH Date 3/13/2023 Time 1438 User:jpark Style Table:Langan.stb Lai Document Code:151028501-0301-CS501-0102 1 2 3 4 5 6 7 8 Z Q J 4"LOAM,FERTILIZE&SEED W/GRASS AND MULCH CAUTION TAPE(BLUE) SEE PAVEMENT DETAIL _ FINISHED GRADE._ EXISTING GRASS AREA FINISH GRADEI ' EXISTING PAVEMENT 4'6" 4'-6"MIN A UTILITY MIN. COVER \— CLEAN FILL — - UNDISTURBED MATERIAL PROCESSED STONE OR SUITABLE BACKFILL PLACED — COMPACTED CRUSHED STONE GRAVEL AS ORDERED AND COMPACTED IN 6—INCH NATIVE GROUND BACKFILL BEDDING BY ENGINEER TRENCH WIDTH— LOOSE LIFTS 45'BEND SEE NOTE 3 (OR AS REQUIRED BY I� UTILITY COMPANY)5 24"+NOMINAL PIPE UTILITY IDENTIFICATION \ 18"MINIMUM WATER MAIN DIAMETER(36"MINIMUM) TAPE(NON DETECTABLE) m CLEARANCE ! -II III MIRAFI N/0 a �F O WARNING L LAYER(OR II—III 12 O D. 12 III N THRUST APPROVED EQUAL) = MIN. MIN. �. 6"MIN 6"MIN FINE GRAVEL OR COARSE 20'MIN. BLOCK(TYP) 12"MAX 12"MAX SAND PLACED AND »;.;+.7,aw--5�`; ` : 6 NOTES' COMPACTED IN 6"LAYERS ``y�"M'�}°:, -I 24" Z 1. TRENCHES IN STABLE SOIL OVER 5 FT DEEP SHALL BE REINFORCED BY APPROVED OSHA I III p METHODS. 3/4"CRUSHED STONE r2 2.TRENCHES SHALL BE COMPACTED. TO TOP OF PIPE - O.D. 3.IF NATIVE GROUND IS NOT SUITABLE,THE CONTRACTOR SHALL EXCAVATE TO AN ACCEPTABLE _ DEPTH AND INSTALL MATERIALS AS APPROVED BY ENGINEERS AND UTILITY COMPANY. 6"MIN.IN EARTH NOTES: 4.THE WARNING LAYER IS NOT REQUIRED IN AREAS OF THE SITE WHERE SOIL IS CLASSIFIED AS — 12"MIN.IN ROCK WATER MAIN SHALL BE CONSTRUCTED OF CEMENT LINED CLASS 52 REGULATED MATERIAL.WHERE INSTALLED,WARNING LAYER SHALL EXTEND UP THE SIDES OF _ DUCTILE IRON PIPE OR BETTER.ONE FULL LENGTH OF WATER MAIN THE EXCAVATION TO MATCH WITH THE HORIZONTAL LINER. UNDISTURBED OR SUITABLE SHOULD BE CENTERED UNDER THE CROSS PIPE SO THAT BOTH COMPACTED MATERIAL JOINTS WILL BE AS FAR FROM THE CROSSING AS POSSIBLE. PROPOSED 1.5"DR11 HOPE SANITARY SEWER FORCE MAIN B WATER MAIN DROP WATER MAIN TRENCH SANITARY SEWER TRENCH CASTIRON FRAME&COVER 2'-0" CAMPBELL FOUNDRY PATTERN DIA. #4155 (OR APPROVED EQUAL) TO BE INSTALLED AT GRADE COMPACTED FILL IN 6"LIFTS 6"PVC WATER TIGHT PIPE PLUG (MAX)TO GRADE SPRING LINE WARNING TAPE 0" OF PIPE / i/•• R/� A `%v V� A BORROIW O WITH TSCREENEL 3'-0"MIN. �� NATIVE MATERIAL(3"MINUS) yT\ 7 STORM PIPE C •` CLASS"C" 12" CONCRETE COLLAR y\�\i 6"PVC RISER PIPE .�17'•�. LENGTH AS REQUIRED (SDR 35 ASTM 3034) SECTION A—A 6" 6"SDR-35 PVC 8"SDR-35 PVC NOTE, REVIE 6"SDRS35L PVC SERVICE LATERAL CLEAN OUT FRAMES&COVERS SHALL BE PATTERN#4155 AS MANUFACTURED BY THE"CAMPBELL \�%\�/\\\\/\\\\\�\ \\\�\\�� 02/D te023 TOWN Description COMMENTS No. WYE FOUNDRY COMPANY"OF NORTH HAVEN,CONNECTICUT,OR APPROVED EQUAL. P PVC SERVICE LATERAL COMPACTED Revisions COMPACTED CRUSHED STONE(3/4•' SUBGRADE FLOW NOTES: BEDDING MATERIAL TO BE REVISED AS OF NECESSARY (�1q NECESSARY TO COMPLY WITH PIPE �k,W SAC MANUFACTURER'S RECOMMENDATIONS. rp FRANK SANITARY CLEANOUT FRAME&COVER STORM PIPE BEDDING rQ HOLMES SANITARY CLEANOUT 5 (, l��Nu'OPi,�� GtRT m D tONA LANGAN Langan Engineering and NOTES: 1. MINIMUM CONCRETE STRENGTH OF 4,000 PSI.VIBRATE TO Environmental Services,Inc. ELIMINATE AIR POCKETS. 100 Cambridge Street,Suite 1310 2. THE FINISHED LEVEL OF THE CONCRETE SURROUND MUST Boston,MA02114 BE APPROX.1/8"[3mm]ABOVE THE TOP OF THE CHANNEL EDGE. STANDARD SOLID MANHOLE T:617.824.9100 F:617.824.9101 www.langan.com COVER PER MASS,D.O.T.SPECS; 3. INSTALL PER MANUFACTURER INSTRUCTIONS. TO BE MARKED"DRAIN" Project 4. MINIMUM TRENCH DRAIN DEPTH SHALL BE 6.5"FROM THE GALVANIZED IRON GRATE BOTTOM OF THE GRATE. H-20 LOADING COMPLIANT CONCRIETERwAL 149 MAIN STREET ADJACENT PERMEABLE NORTH ANDOVER EIR PAVEMENT,SEE PLANS g" PRECAST CONCRETE BASE AND RISER SECTIONS E CIP CONCRETE COLLAR AS REQUIRED PIPE 6• PIPE(OUTLET) • Q' (INLET) � �4'WEIR NORTH ANCIOVER EL.98.a ESSIX COUNTY MASSACHUSETTS POLYMER CONCRETE 4 TRENCH DRAIN BODY Drawing Title a d T/ / NV EL 96.93 NV EL 96.71 SITE DETAILS III 4 d O d a 6 a 4•� PROCESSED AGGREGATE SUBBASE(M2.01.07 OR M1.03.1) Project No. Drawing No. COMPACTED SUB—GRADE 151028501 Date 11-21-2022 Drawn By CS 5 0 3 TRENCH DRAIN OUTLET CONTROL STRUCTURE—UNDERGROUND SYSTEM 7 ARK N.T.S. N.T.S. F Checked By HH o Date:2/14/2023 Time:13:31 User hholmes Style Table:Langan.stb Layout:CS503 Document Code:151028501-0301-CS501-0103 2 3 4 5 6 7 LOAD CONDITION A I NO LIVE LOAD SURCHARGE,NO BACK SLOPE,NO TOE SLOPE 4 BLOCK HIGH SECTION (4)28"(710 Turn)Blocks PRELIMINARY Professional Engineering Design Required for Construction A 16.25'FRAME AND COVER REINFORCED ap Grade to drain surface 12"DIA PVC CONCRETE COLLAR BACKFILL COMPACTED TO from wall away water w MAINTENANCE 95%STANDARD PROCTOR WHERE REQUIRED water a DENSITY PORT IF PAVED SURFACE NOTES Top block THIS PORT IS USED TO PUMP WATER INTO THE SYSTEM z AND RE-SUSPEND ACCUMULATED SEDIMENT SO THAT IT MAY BE PUMPED OUT. 6"MIN. Setback=1 Y,"(41 mm) MINIMUM REQUIRED MAINTENANCE INCLUDES A NON-CORROSIVE HOSE CLAMP 2 (5'Wall Batter Angle) Move blocks forward during installation QUARTERLY INSPECTION DURING THE FIRST YEAR OF V!-VENTING PERFORATIONS CIL to engage shear knobs(Typical) OPERATION AND A YEARLY INSPECTION THEREAFTER. GEOTEXTILE FLUSH AS NEEDED. Z7 30 CT Backfill per design requirements.Install B in lifts and compact per project MAX 5'-6"(1.68 m) specifications. r. Infill stone(No.57 or equivalent) Fill between adjacent blocks(all blocks) Fill vertical Core slot(PC blocks) Stone to extend at least 12"(305 ni D'-6"(152 mm) behind blocks. 1.5" 8"NOTCHES CUT IN SHADED Middle block(Typical) AREAS IS OPENINGS TOTAL) -6 152 HALL) Non-woven geotextile fabric(if specified by NOTCH BOTTOM Engineer based on site soil conditions) NON-CORROSIVE OF PIPE SOLID PLATE 3.5" PLASTIC.SLATE SEE PATTERN Drain(As specified by Engineer) PIPE NOTCHING OR EQUIVALENT PATTERN Solid bottom block Leveling pad(As specified by Engineer) RJAN KXD TYPICAL MAINTENANCE PORT C This drawing is for reference only.Determination of the suitability and/or manner of use of any details contained in this document is the sole responsibility of -E-'--ni DONE FOR ADDITIONAL INFORMATION PLEASE CONTACT:ACE ENVIRONMENTAL,1-800-448-3636.www-aclienvinonmentalLoom 5/16 the design engineer of record.Final project designs,including all construction details,shall be prepared by a licensed professional engineer using the actual conditions of the proposed site.Final wall design must address both internal and external drainage and all modes of wall stability. SaAllasl C.Kruger TITLE Preliminary Wall Section wPcaoveo BY:J.Johnson Fine to Medium Sand or Silty Sand,Q=0. DATE: June 8,2015 )Toe HEONOCK No Live Load Surcharge,No Back Slope,N( Slope 054611 US 31 SOUTH,CHARLEVOIX,MI 49720 SHEET 1 of 1 FILE A-30-B-28 72 cad.dwg .......... 5 FT REDI-ROCK RETAINING WALL 2 ACF RJANK MAINTENANCE PORT Date Description No. N.T.5 SOURCE:REDI-ROCK N.T.S. SOURCE:ACF ENVIRONMENTAL Revisions CUT AN'XI IN THE FABRIC ENVELOPE THAT IS SLIGHTLY TOTAL COVER 6"MINIMUM AND 200"MAXIMUM.INITIAL COVER UP- NOTES LARGER THAN THE PIPE.PULL THE FABRIC FLAPS AROUND TO 12"MUST BE FREE DRAINING BACKFILL(SPEC SECTION 2.0313): 1. FOR COMPLETE MODULE DATA,SEE APPROPRIATE R-TANKID MODULE SHEET. THE PIPE,AND SEAL WITH A STAINLESS STEEL BAND. STONE<1.5"OR SOIL(USCS CLASS GW,GP,SW OR SP). 2.INSTALLATIONS PER THIS DETAIL MEET GUIDELINES OF HL-93 LOADING PER THE AASHTO URFD ADDITIONAL FILL MAY BE STRUCTURAL FILL(SPEC SECTION 2.03C): BRIDGE DESIGN SPECIFICATIONS,CUSTOMARY U.S.UNITS,7TH EDITION,2014 WITH 2015 AND GEOTEXTILE FABRIC STONE OR SOIL(USCS CLASS SM,SP,SW,GM,GP OR GW)WITH 2016 INTERIM REVISIONS. OVER ACE R-TANK MAX CLAY CONTENT<10%,MAX 25%PASSING NO.200 SIEVE,AND 3.PRE-TREATMENT STRUCTURES NOT SHOWN. GEOTEXTILE D MAX PLASTICITY INDEX OF 4.CONTACT ACE ENVIRONMENTAL IF 4.FOR INFILTRATION APPLICATIONS,GEOTEXTILE ENVELOPING R-TANK SHALL BE ACE M200(PER FABRIC OVER MORE THAN 200"OR LESS THAN 6"OF TOP BACKFILL IS REQUIRED SPEC SECTION 2.02A)AND BASE SHALL BE 4"MIN.UNCOMPACTED FREE DRAINING BACKFILL ACE R-TANK INLETIOUTLET NOTE PIPE MUST BUTT DIRECTLY AGAINST (FROM TOP OF TANK TO TOP OF PAVEMENT). (SPEC SECTION 2.03A)TO PROVIDE A LEVEL BASE.SURFACE MUST BE SMOOTH,FREE OF LUMPS PIPE R-TANK.PIPE EFFLUENT SHALL NOT PASS OR DEBRIS,AND EXTEND 2'BEYOND Ri FOOTPRINT. THROUGH FABRIC ENVELOPE X"CUT IN THE FABRIC TO ALLOW PIPE/TANK STAINLESS STEEL BAND USED TO IN FASTEN FABRIC TO PIPES TO PREVENT BACKFILL FROM ��N COVER FROM FINISH GRADE ENTERING STRUCTURE Langan Engineering and P UTILITY MARKERS AT—\ S 6"(0.15 ri MIN to AVED TO TOP OF TANK:SURFACE END VIEW OF PIPE/FABRIC CONNECTION SIDE VIEW OF PIPE/FABRIC CONNECTION Environmental Services,Inc. MAX 100 Cambridge Street,Suite 1310 CORNERS TYP.) i gq.�z- Boston,MA 02114 ................. AFTER TANK WRAP IS SECURED TO PIPE,SLIDE BOOT T:617.824.9100 F:617.824.9101 www.langan.com AGAINST R-TANK AND SECURE WITH SECOND STAINLESS INLET PIPE STEEL BAND,THEN ATTACH BOOT FLAP TO TANK ENVELOPE U"n Project z=—:3 T-� FABRIC WITH DUCT TAPE OR OTHER ADHESIVE. OPTIONAL FABRIC COLLAR TO FIT OUTSIDE GEOTEXTILE FABRIC OVERFLOW DIAMETER OF INLET/OUTLET PIPE OVER ACE R-TANK 149 MAIN STREET PIPE 5.0' 3"(0.08 NI—a....................... 2'-0" E PIPE ... .............. ...... PIPE NORTH ANDOVER . .. 12 OZJSY O.D. .. . ........ E Fi UNITS WRAPPED IN 8 OZ 24"(0.61 rind OPTIONAL OUTLET PIPE NON-WOVEN NONWOVEN GEOTEXTILE(OR GEOTEXTILE, EIPE EQUAL),LOADING RATING:240.2 PSI L(SPEC TRIM AS NEEDED NORTH ANDOVER (MODULE 6ONLY) BASE:3"MIN.FREE DRAINING BACKFILL(SPEC SIDE BACKFILL 24"MIN.OF FREE DRAINING ESSEX COUNTY MASSACHUSETTS SECTION 2.03B)COMPACTED TO 95%STANDARD BACKFILL(SPEC SECTION 2.03B):STONE PROCTOR DENSITY IS REQUIRED TO PROVIDE A <15'OR SOIL(USCS CLASS GW,GP,SW OR STAINLESS STAINLESS SP).MUST BE FREE FROM LUMPS,DEBRIS Drawing Title EXCAVATION LINE LEVEL BASE SURFACE.MUST BE SMOOTH,FREE OF STEEL BAND STEEL BAND (AND IMPERMEABLE LINER LUMPS OR DEBRIS,AND EXTEND ZBEYOND R-TAWS AND OTHER SHARP OBJECTS.SPREAD IF REQUIRED) FOOTPRINT.A BEARING CAPACITY OF 2,000 PSF EVENLY TO PREVENT R-TANKx` GEOTEXTILE BOOT FRONT VIEW OF GEOTEXTILE BOOT SIDE VIEW OF GEOTEXTILE BOOT MUST BE ACHIEVED PRIOR TO INSTALLING R-TAINK". MOVEMENT.COMPACT SIDE BACKFILL NATIVE SOILS MAY BE ACCEPTABLE IF DETERMINED WITH POWERED MECHANICAL COMPACTOR TO BE STABLE BY OWNER'S ENGINEER. IN 12"LIFTS. 07/26/19 SITE DETAILS IV 10/1812017 R-TANK TYPICAL INLET/OUTLET R-TANK XD&HS-20/HS-25 LOADS-SECTION VIEW ACF ACF W/GEOTEXTILE BOOT FORADDITIONAL INFORMATION PLEASE CONTACT ACE ENVIRONMENTAL,1-800-448-3636,www.acfenvironmental.com FOR ADDITIONAL INFORMATION PLEASE CONTACT:ACE ENVIRONMENTAL,1-800-448-3636,www.acifenvironmental.com Project No. Drawing No. 151028501 Date ACF RJANK UNDERGROUND INFILTRATION SYSTEM TYPICAL INLET/OUTLET WITH GEOTEXTILE BOOT 11-21-2022 CS504 3 N.T.S. SOURCE:ACF ENVIRONMENTAL N.T.S. SOURCE:ACE ENVIRONMENTAL Drawn By F ARK Checked By HH Date 11/18/2022 Time 1935 User hholmes Style Table:Langan.stb Layout: Document Code:151028501,0301-CS501,010 1 2 3 4 5 6 7 8 Z Q J CENTER OF CDs STRUCTURE,SCREEN AND FIBERGLASS SEPARATION SUMPOPENING ONCRETE CURB. CYLINDER AND INLET IDEWALK. A / CONCRETE TRENCH DRAIN. CONTRACTOR TO GROUT � TO FINISHED GRADE:::::::,,,,h. (SHOWN)� � - � _ GRADE RINGSIRISERS / PAVEMENT. TOP SLAB ACCESS FIBERGLASS SEPARATION (SEE FRAME AND COVER / C DETAIL) • N CYLINDER AND INLET PVC HYDRAULIC 48"[12191 I.D.MANHOLE i O SHEAR PLATE STRUCTURE IF INLET PIPE z B (MULTIPLE INLET PIPES OUTLET PIPE B PLAN VIEW B-B 'o MAY BE ACCOMMODATED) N.T.S. FRAME AND COVER o o (DIAMETER VARIES) UTLET. N.T.S. i °oou _ GENERAL NOTES °oa°p UBBER GASKET 1.CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE. MATERIAL. 2.DIMENSIONS MARKED WITH()ARE REFERENCE DIMENSIONS.ACTUAL DIMENSIONS MAY VARY. EARTH. PERMANENT POOL 3.FOR FABRICATION DRAWINGS WITH DETAILED STRUCTURE DIMENSIONS AND WEIGHTS,PLEASE UTLET ADAPTOR ELEV. CONTACT YOUR CONTECH ENGINEERED SOLUTIONS LLC REPRESENTATIVE.www.contechES.com / &BYPASS WEIR. 4.CBS WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN THIS DRAWING. REMOVABLE CA ILTER ELEMENT SHEATHED IN GEOTEXTILE NOTES: OIL BAFFLE SKIRT 5.STRUCTURE SHALL MEET AASHTO HS20 AND CASTINGS SHALL MEET HS20(AASHTO M 306)LOAD FOR PERIODIC SLEEVE. B - RATING,ASSUMING GROUNDWATER ELEVATION AT,OR BELOW,THE OUTLET PIPE INVERT MAINTENANCE. 1. FILTER INSERT SHALL HAVE A HIGH FLOW BYPASS FEATURE. ELEVATION.ENGINEER OF RECORD TO CONFIRM ACTUAL GROUNDWATER ELEVATION. 6.PVC HYDRAULIC SHEAR PLATE IS PLACED ON SHELF AT BOTTOM OF SCREEN CYLINDER.REMOVE 2.FILTER OUTLET ADAPTER SHALL BE CONSTRUCTED FROM STAINLESS SEPARATION AND REPLACE AS NECESSARY DURING MAINTENANCE CLEANING. OSSIL ROCK"ABSORBENT POUCHES. STEEL TYPE 304.ALTERNATE OUTLET ADAPTOR FOR SHALLOW SCREEN INSTALLATIONS SHALL BE PVC SCH-40. INSTALLATION NOTES PVC HYDRAULIC A.ANY SUB-BASE,BACKFILL DEPTH,AND/OR ANTI-FLOTATION PROVISIONS ARE SITE-SPECIFIC 3.FILTER MEDIUM SHALL BE FOSSIL ROCK,INSTALLED AND SHEAR PLATE DESIGN CONSIDERATIONS AND SHALL BE SPECIFIED BY ENGINEER OF RECORD. MAINTAINED IN ACCORDANCE WITH MANUFACTURER SPECIFICATIONS. B.CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE CDS MANHOLE STRUCTURE(LIFTING CLUTCHES PROVIDED). 4.FILTER ELEMENT SHOULD BE 10 FT ON EACH SIDE OF THE OUTLET C.CONTRACTOR TO ADD JOINT SEALANT BETWEEN ALL STRUCTURE SECTIONS,AND ASSEMBLE AND ORIENTED TO DIRECT FLOW TO THE OUTLET BETWEEN THE TWO STRUCTURE FILTER ELEMENTS. SOLIDS STORAGE SUMP D.CONTRACTOR TO PROVIDE,INSTALL,AND GROUT PIPES.MATCH PIPE INVERTS WITH ELEVATIONS ELEVATION A-A SHOWN. E.CONTRACTOR TO TAKE APPROPRIATE MEASURES TO ASSURE UNIT IS WATERTIGHT,HOLDING N.T.S. WATER TO FLOWLINE INVERT MINIMUM.IT IS SUGGESTED THAT ALL JOINTS BELOW PIPE INVERTS ARE GROUTED. 1 WATER QUALITY UNIT(MODEL CDS2015-4 SEPARATOR) TRENCH DRAIN FILTER(MODEL FG—TDOF8) N.T.S. SOURCE:CONTECH 2 N.T.S. SOURCE:OLDCASTLE JSTANDARD MANHOLE FRAME AND / C COVER SEE DRAWINGS E 202.6.0-E 202B.0 1r'2" 24"f 1" MAY BE USED FOR o DIAMETER �BRJCKS GRADE ADJUSTMENTS. FRAME TO BE SET IN 8"M111N. FULL BED OF MORTAR 26 �U o SEE JOINT DETAILS USE FLAT TOP � AS NEEDED MORTAR ALL JOINTS N MIN.012 SO IN PER 02/14/2023 TOWN REVIEW COMMENTS 1 ~a C 48"#1"DIAMETER JVERTICAL FOOT,PLACED i o o l ACCORDINGTOAASHTO Date Description No. o IS w OR AS REQUIRED II DES IGNATION M199 9. �- STANDARD COVER o Revisions r f FOR COVER DETAILS SEE DRAWING E 2028.0 5"MIN. / \ rt-k36ARAROUND OPENINGS A !I/ jl\FOR PIPES 18"DHWETER AND OVER,1'COVER DETAIL OF TREAD 2"CLEAR / \\ I FLOOR STRUCTURE TO BE 30"A9AX. l`HEADERS LAID FLAT /m 0 DIAMETER PIPE O o: BRICK CHIPS AND MORTAR OR ��\\,i // w 4000 PSI CEMENT CONCRETE(SEE MASSDOT Y SPECIFICATIONS FOR DESIGN REQUIREMENTS) A D 0 a (IF CONCRETE IS HAND MIXED SEE LATEST _ STANDARD SPECIFICATIONS) A A ALL CONCRETE TO BE AIR ENTRAINED PROVIDE"V"OPENINGS ��\ —/j PIPE OPENINGSTOBE l JINVERTED ARCH WITH \ �I '� \\�t MANHOLE MUST BE CAST PRECAST IN RISER SECTION BRICKS LAID ON EDGE II 11 \\\t, ill // WITH"DRAIN"LETTERING LANGAN NOTE: " ' MANHOLE MUST BE CAST Langan Engineering and V CLEAR - WITH"DRAIN"LETTERING Environmental Services,Inc. 5"Po{IN1. . 0 5"MIN. 100 Cambridge Street,Suite 1310 PRECAST UNIT A 1 ir'8' Boston,MA 02114 i•'+ il38AR + A MACHINED T:617.824.9100 F:617.824.9101 www.langan.com 24" ° t 1 1/2"MIN. - 1. o } 11.z• t�8° Project �5•MIN. � �1n^ 11/2"MIN. 2$114" 149 MAIN STREET - PRECAST BASE 26 tt4'----------� w 233!4 ,gib. NORTH ANDOVER 26° E i"CLEAR MANHOLE COVER FOR TYPE A&B FRAMES F5"MIN. --rts• - _ NORTH ANDOVER CAST IN PLACE �� DDraaESSwingTitle COUNTY MASSACFIUSETTS s° 5" JOINT DETAILS BASE TYPE-A FRAME BASE DETAILS NOTES: NOTES- 1.MINIMUM MASS-265LBS. 1.MINIMUM COVER MASS-zoo Les. DETAIL OF FIN NaTE. 2.MATERIAL-CASTIRON-SEE STANDARD SPECIFICATIONS 2.MATERIAL-CAST IRON-SEESTANDARDSPECIFICATIONs SITE DETAILS V i.FOR DESCRIPTIONS,MATERIALS AND CONSTRUCTION METHODS,SEE LATEST STANDARD SPECIFICATIONS. WITH NO BLACK ASPHALT COATING ALLOWED WITH NO BLACK ASPHALT COATING ALLOWED f�'''1#��^''� DATE OF ISSUE '' . DATE OF ISSUE -TID OCTOBER 2017 • DATE OF ISSUE N #° PRECAST CONCRETE MANHOLES OCTOBER 2017 MANHOLE FRAME AND OCTOBER 2017 I�O - DRAWING NUMBER MANHOLE COVER DETAILS DRAWING NUMBER l��S�� DRAWING NUMBER Ic�1,L`1�r=,.��i� COy ER A FRAME �ru Zr r l c 9 OR LESS IN DEPTH E 202.4.0 `C E 202.6.0 1C,C-- E 202.8.0 Project No. Drawing No. 151028501 CONTRACTOR SHALL BE RESPONSIBLE FOR CHECKING MANHOLES AND PIPE PENETRATIONS PRIOR TO ISSUING SHOP CONTRACTOR SHALL USE SHALLOW RIMS AS NEEDED IN AREAS WITH MINIMAL COVER. Date DRAWINGS FOR REVIEW TO ENSURE CONSTRUCTABILITY. CS5O5 11-21-2022 3 PRECAST CONCRETE MANHOLES 9'OR LESS IN DEPTH MANHOLE FRAME AND COVER MANHOLE COVER DETAILS Drawn By ARK F N.T.S SOURCE:MASSDOT 4 N.T.S SOURCE:MASSDOT 5 N.T.S SOURCE:MASSDOT Checked By HH o Date:2/14/2023 Time:13:30 User hholmes Style Table:Langan.stb Layout:GS505 Document Code:151028501-0301-CS501-0105 1 2 3 4 5 6 7 8 Z \ / TOWN OF NORTH ANDOVER,MA-ZONING BYLAW REGULATIONS COMPLIANCE CHART / / REGULATION SECTION REQUIRED/PERMITTED PROVIDED/PROPOSED COMPLIANCE OUTDOOR LIGHTING SHALL BE CONSIDERED IN THE LANDSCAPING PLAN AND REQUIRES THE SUBMISSION OF A PHOTOMETRIC LIGHTING PLAN.CUTOFF HOUSE SIDE SHIELDS HAVE BEEN PROVIDED TO MINIMIZE LIGHT IMPACT UPON ABUTTING A \ 195-17.37 SHIELDS SHALL BE USED TO MINIMIZE GLARE AND LIGHT SPILLOVER ONTO ABUTTING PROPERTY.ORNAMENTAL STREETLIGHTS,16 FEET MAXIMUM PROPERTIES.FIXTURES ALONG ROADS ARE COMPLIES HEIGHT ON MINOR ROADS AND 24 FEET MAXIMUM HEIGHT ON MAJOR ROADS; PROVIDED AT 13 FEET. \ ALL ARTIFICIAL LIGHTING USED TO ILLUMINATE RESIDENTIAL,COMMERCIAL,AND INDUSTRIAL PARKING LOT,LOADING BAY OR DRIVEWAY SHALL HAVE HOUSE SIDE SHIELDS HAVE BEEN PROVIDED 195-17.37 UNDERGROUND WIRING AND SHALL BE SO ARRANGED THAT ALL DIRECT RAYS FROM SUCH LIGHTING FALLS ENTIRELY WITHIN THE PARKING,LOADING TO MINIMIZE LIGHT IMPACT UPON ABUTTING COMPLIES TO EXTENT PRACTICABLE OR DRIVEWAY AREA,AND SHALL BE SHIELDED OR RECESSED SO AS NOT TO SHINE UPON ABUTTING PROPERTIES; PROPERTIES. m 7y \ o -+ \ 2 z o.o Q' � o.n `\ � o.o 0.0 / / / -,/ o.o B o o.o 0.a 0.o r 0.1 0.0 0.0 0 0 0.0 \ a.0 0.l 0.1 o.z o.o 0.0 - 0.a .3 0.1 0.0 _ 0.1 '�� 0.3 0.0 �/ = 0.1 0.4� D,0 0.0 0.1 0.0 4,0 0.0 / 0.0 0.1 \9 O.P D.1 \ ! a.o.' `2.0 � 0.1 D.o \ 0 11.2 3.1 3 w 3•� 0 1 0.1 .0 0.0 0 10 2 0.0 \ � . � � i 5.2 � � 0.0 �� 0.0 0.0 0.0 0.9 . a.l 4 o.o 0.0 D.7 \ .0 0.1 0.0 0.4 3.4 1. .0 0.0 0.2 1.,2 1 0.0 0.0 j0.1 9 2 2.3 2 5.1 � 0.1 0.1 0.1 0.0 0.9 l.b. �' 0.1 0.0 / 0.2 1 2 .1 0.0 0.2 0.1 0.0 \ u, 6. a.2 0.0 0.4 �. 1.6 6.3 0.1 \ 0.2 l r ® �'' 3.5 3.... 0 0.4 D.0 0.0 0`7 3 4.5 0.l 0.4 /_ - ,2 ® 7 3. 2 3 6 O.D .0 0.1 t 9.1 2.7 6. 0.0 0.e 1.0/> \1.2 3.5 2 2.9 7 J.0 0. 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Oil 0.2 _ "� REET -_ o.nV d ��.s 0.6 0.6 0. _ 0.3 0.5 0. 0.5 0.5_. 0t0 -- \ E z C.4 \ a.s o.5 0.5_ LANGAN_a.l a l _ 0. \3.4 - o.s o.4 -O.z o.z o.s \ a.4 c.4 0.3Langan Engineering and 0.3'`-. -- ;, ----C�.4 ---. ::-- -- '-0.3-- -. 0.3 a. 0.3 D. 0.3 0.3 0.1 =�> Environmental Services,Inc. 0.2 0.z \ 0.3 2 0.3 a.2 o.z, D.l o:z 0.2 1 o_2 0.2 0.2 C 1 ------------- 0.1 _ 100 Cambridge Sheet,Suite 1310 \ 0.2 0.2 `. .2 0.1 0.1 \ =2.i ,,,,,,,. -0} �.-""Y=- 0.1 __ Boston,MA 02114 o.l - - 0.1 0.1 0.1 1 _ - D.1 01 --�__�-- \ T:617.824.9100 F:617.824.9101 www.langan.com \ \ Project 149 MAIN STREET, NORTH ANDOVER E SITE LIGHTING SCHEDULE STATISTICS FIXTURE SYMBOL KEY QT FIXTURE FIXTURE TU FIXTURE DESCRIPTION MOUNTING LAMP COLOR OPnCS LUMENS LLF FIXTURE CATALOGUE NO. POLE POLE DESCRIPTION POLE POLE REMARKS NORTH ANDOVER Y. MANUFACTURER MODEL HE TEMPERATURE MANUFACTURER LENGTH CATALOGUE NO. DESCRIPTION UNITS AVG. MAX MIN AVG/MIN MAX/MIN DRIVE-ENTRANCE DRIVE Fc 2.44 3.7 1.2 2.03 3.08 ESSEXCOUNTY MASSACHUSETTS POLE TO BE FACTORY CUT TO DRIVE-EXIT DRIVE Fc 4.29 9.3 1.5 2.56 5.47 Drawing Title QUAD POLE MOUNTED TYPE 2 WITH ROUND TAPERED 9 128W LED U5-R2-S1-XX-5G105-3 RTS39B80-4-B LENGTH OF 15';MOUNTED ON 1' �® a < SELUX OURAY 500 AREA FIXTURE; 15' 3000K HOUSE SIDE 15,307 0.90 SELUX STEEL POLE; 15' PARKING-PARKING LOT Fc 3.59 9.2 0.5 6.60 18.22 COLOR:BLACK (PER FIXTURE) SHIELD O-XX-BK-HS COLOR:BLACK A-D490-VDA HEIGHT EXPOSED CONCRETE BASE PARKING-COVERED PARKING LOT Fc 1.84 2.8 0.9 2.04 3.11 WALL MOUNTED AREA TYPE 4 WITH REFER TO ARCHITECTURAL NOTE:LIGHT PHOTOMETRY AND CALCULATIONS FOR EXISTING LIGHTING ARE NOT LIGHTING PLAN LUMEC DOMUS LED FIXTURE; 13' 68W LED 3000K HOUSE SIDE 5,149 0.90 D0S-24W16LED3K-T-LE4 _ _ _ - DRAWINGS FOR EXACT LOCATION INCLUDED IN THE ABOVE STATISTICS. PENDANT COLOR:BLACK (PER FIXTURE) SHIELD F-HS-DBB-M-BKTX OF FIXTURE. PERFORMANCE MIMIK 30 WALL MOUNTED AREA 44W LED ASYMMETRIC PIL-MIMIK-30-M-730-0 REFER TO ARCHITECTURAL c s IN LIGHTING FLAT FIXTURE; 13' (PER FIXTURE) 3000K WIDE 4.013 0.90 70018 - - - - DRAWINGS FOR EXACT LOCATION COLOR:BLACK OF FIXTURE. CEILING MOUNTED. Project No. Drawing No. REFER TO 13W LED REFER TO ARCHITECTURAL ® D s LIGMAN NIKON 1 ARCHITECTURAL 13' (PER FIXTURE) 3000K - 1,045 0.90 NI-80501-S-M-W30 - - - - DRAWINGS FOR EXACT LOCATION DRAWINGS FOR OF FIXTURE. 151028501 MOUNTING INFORMATION 20 0 10 20 Date CEILING MOUNTED. A 01 REFER TO - - - REFER TO ARCHITECTURAL 11-21-2022 ® e a GARDCO SVPG GEN3 ARCHITECTURAL 13 21W LED TYPE 5 SVPG-AD2830SUR5R' (PER FIXTURE) 3000K ROUND 2,227 0.90 D - - - - DRAWINGS FOR EXACT LOCATION SCALE IN FEET I DRAWINGS FOR OF FIXTURE. Drawn By MOUNTINGION F SH NOTES: 1.REFER TO ELECTRICAL DRAWINGS FOR SITE LIGHTING VOLTAGE Checked By MH a Date:2/22/2023 Time:18:05 User:shut Style Table:Langan.stb Layout:LL101 Document Code:151028501-0301-LL101-0101 1 2 3 4 5 6 7 8 Z LIGHTING NOTES: 1. POINT—BY—POINT CALCULATIONS PROVIDED WITHIN HAVE BEEN PREPARED IN ACCORDANCE TO IESNA STANDARDS AND IN LOCATE FUSEHOLDER AND FUSE DIRECTLY CONSIDERATION OF THE VARIABLES WITHIN THESE NOTES AND SITE LIGHTING SCHEDULE.THE VALUES SHOWN ON THE INSIDE HAND HOLE SEPARATELY FOR EACH PLANS ARE NOT AN INDICATION OF THE INITIAL LIGHT INTENSITIES OF THE LAMPS.THESE VALUES ARE AN APPROXIMATION LUMINAIRE BALLAST #8 BARE GROUND IMRE OF THE MAINTAINED INTENSITIES DELIVERED TO THE GROUND PLANE USING INDUSTRY ACCEPTABLE LIGHT LOSS FACTORS (LLF)WHICH COVER LAMP DEGRADATION AND NATURAL BUILDUP ON THE FIXTURE LENS.THE LIGHTING PLAN IS DESIGNED POLE GROUND LUG WITH FEMALE?X 13 NC THREAD ^^'a"""'°" I— WITH AN INDUSTRY ACCEPTABLE LLF TO ENSURE ADEQUATE LIGHT INTENSITIES OVER YEARS OF USE AND WEAR.MINOR PERFORMANCE 13 LIGHTING PERFORMANCE LIGHTING A VARIATIONS IN TOPOGRAPHY,PHYSICAL OBSTRUCTIONS,AMBIENT OR ADJACENT LIGHT SOURCES AND/OR OTHER POTENTIAL IMPACTS HAVE NOT BEEN INCLUDED IN THESE CALCULATIONS.THEREFORE,AS—BUILT LIGHT INTENSITIES MAY VARY,IN 1"CHAMFER EITHER DIRECTION,FROM WHAT IS EXPLICITLY PORTRAYED WITHIN THESE DRAWINGS. P,om,<tdaz MIMIK 3o FLAT 2. PROVIDE A CONCRETE BASE FOR EACH LIGHT POLE AT THE LOCATIONS INDICATED ON THE CONSTRUCTION DRAWINGS AND CONDUIT STUBS TO BE INSTALLED crimc°°p E EnMc�.,. eD_.,..g: Part number 303801 IN ACCORDANCE WITH PROJECT PLANS AND SPECIFICATIONS RELATING DIRECTLY TO CAST—IN—PLACE CONCRETE. TO HEIGHT OF ANCHOR BOLTS Gene,et information 3. CONTRACTOR TO COORDINATE INSTALLATION OF UNDERGROUND FEEDER CABLE FOR EXTERIOR LIGHTING WITH EXISTING AND POLE BASE WITH LEVELING PROPOSED UTILITIES,SITE DRAINAGE SYSTEMS,AND PAVING.CONTRACTOR SHALL PROMPTLY NOTIFY THE OWNER'S NUTS&1"GROUT(MIN.) REPRESENTATIVE SHOULD ANY UTILITIES,NOT SHOWN ON THE PLANS,BE FOUND DURING EXCAVATIONS. POLE SHAFT 4. CONTRACTOR TO OPERATE EACH LUMINAIRE AFTER INSTALLATION AND CONNECTION.INSPECT FOR IMPROPER CONNECTIONS #8 BARE GROUND WIR AND OPERATION. POLE BASE WITH 1'GROUT ge1W° _ ioo _ 5_ AIM AND ADJUST ALL LUMINAIRES TO PROVIDE ILLUMINATION LEVELS AND DISTRIBUTION AS INDICATED ON THE CLAMP SUITABLE FOR DIRECT BURIAL GALVANIZED ANCHOR BOLTS&HARDWARE ��°".i Al go s."a°.-=->-: �p 0° 1; ��`��^�� i Z CONSTRUCTION DRAWINGS OR AS DIRECTED BY THE LANDSCAPE ARCHITECT AND/OR OWNER. H iP. Ko6L 6. CONTRACTOR TO COORDINATE INSTALLATION OF ALL THE WALL MOUNTED FIXTURES AND ELECTRICAL CONNECTIONS TO SITE #8 BARE GROUND WIR ptk I =.C—E th.q.IISI - O STRUCTURE(S)WITH BUILDING MEP,ARCHITECT,AND/OR OWNER. "0 X 10'-0"COPPER CLAD GROUNDING ROD CONCRETE BASE - - O. ELECTRICAL CONDUIT Mecnan,c,t feam,es ( 7. INSTALLATION OF ALL LIGHTING FIXTURES,POLES,FOOTINGS,AND FEEDER CABLE TO BE COORDINATED WITH ALL SITE WORK TRADES TO AVOID CONFLICT WITH FINISHED AND PROPOSED WORK. a VERTICAL REINFORCEMENT WITHIN#4®10"O.C.RINGS FOOTING DIAMETER w Stt^se.ma,°na,. cLAss 8. POINT SPACING ON PLACE OF CALCULATION IS 10 FT.LEFT TO RIGHT AND 10 FT.TOP TO BOTTOM. Lam! I ROUND BASE F MAINTAIN 3"MINIMUM CONCRETE COVERAGE ON ALL BARS Etec ut 1features Description 9. POINT—BY—POINT CALCULATIONS PROVIDED WITHIN HAVE BEEN PREPARED IN ACCORDANCE TO IESNA STANDARDS AND IN o CONSIDERATION OF THE VARIABLES WITHIN THESE NOTES AND SITE LIGHTING SCHEDULE. THE VALUES REPRESENTED ON VERTICAL REINFORCEMENT o MINIMUM 4,500 PSI n,",n c°^e"±u. Ac° "m^^ g ° 2jz��9cL,o�v,ics> THE PLANS PRESENT AN APPROXIMATION OF THE MAINTAINED LIGHT LEVELS DELIVERED TO THE GROUND PLANE. MINOR Ai- s .as a aavP-s_ e a r �° a VARIATIONS IN TOPOGRAPHY,PHYSICAL OBSTRUCTIONS,LAMP DEGRADATION,AMBIENT OR ADJACENT LIGHT SOURCES ANCHOR BOLTS O.d�°°��°-erg ga�R.ny AND/OR OTHER POTENTIAL IMPACTS HAVE NOT BEEN INCLUDED IN THESE CALCULATIONS.GIVEN THIS,AS—BUILT VALUES instattannn B MAY VARY,GREATER THAN OR LESS THAN,WHAT IS EXPLICITLY PORTRAYED WITHIN THESE DRAWINGS #4®10"O.C. FOOTING DIAMETER A i o d M - e t--- - ^^� ppimli aea. ,Soar °u_g,ps ._s..s_ c,a clghnee ftzt glass d'Ou, ,,,,do ns(.-'In 10. ALL SITE LIGHTING RELATED WORK AND MATERIALS SHALL COMPLY WITH CITY,COUNTY,AND OTHER APPLICABLE mt.-°ianfe ae°±°`e.It 11,np,dIh high y L t°m.a-a age a..°,ght^gs,ne GOVERNING AUTHORITY REQUIREMENTS. PLAN SECTION Opt-• "°°0 P g g_•=.E,e.s g a^' 11.SITE ELECTRICAL CONTRACTOR TO COORDINATE LOCATION OF EASEMENTS,UNDERGROUND UTILITIES AND DRAINAGE BEFORE Light features pP ,f.'.e t. DRILLING POLE BASES. Macadam , .no�..r�dara�,„reaccad�g.o�ry ao3rna^d:E=LM->e-oa 12.SITE ELECTRICAL CONTRACTOR TO COORDINATE POWER SOURCE WITH LIGHT FIXTURES TO INSURE ALL SITE LIGHTING IS D.±^t h.h g_. D111t ze q p"t.°^,u_R."A,. OPERATING EFFECTIVELY,EFFICIENTLY AND SAFELY. NOTES: 13.SITE ELECTRICAL CONTRACTOR SHALL CONFIRM THAT LIGHT FIXTURES MATCH SPECIFICATIONS ON THE PLANS- 1.SHAFT CAP,ARMS,BASE FLANGE,ANCHOR BOLTS,LEVELING NUTS,CONNECTION HARDWARE,BOLT COVERS, 14.REFER TO ELECTRIFICATION PLAN FOR PROVIDING ADEQUATE POWER FOR SITE LIGHTING. HANDHOLE COVER,AND BOLT CIRCLE TEMPLATE SHALL BE FURNISHED BY POLE MANUFACTURER. 2.EACH STANDARD TO BE PROTECTED AGAINST LIGHTNING WITH AN INTERCONNECTED GROUND ROD.THIS ROD 15.SITE ELECTRICAL CONTRACTOR SHALL EXAMINE AND VERIFY THAT SOIL CONDITIONS ARE SUITABLE TO SUPPORT LOADS SHALL BE BONDED PER SECTION NUMBER 250-86,N.E.C. EXERTED UPON THE FOUNDATIONS DURING EXCAVATION.CONTRACTOR SHALL NOTIFY ENGINEER OF ANY UNSATISFACTORY 3,CONTRACTOR TO ENSURE CONCRETE POLE BASES ARE POURED/PLACED ABSOLUTELY VERTICAL&LEVEL. CONDITIONS. 4.POLE BASE SHALL BE ONE CONTINUOUS POUR. EXPOSED PORTION OF BASE SHALL BE HAND—RUBBED SMOOTH. 16.POLE FOUNDATIONS SHALL NOT BE POURED IF FREE STANDING WATER IS PRESENT IN EXCAVATED AREA. 5,CONTRACTOR TO COMPACT SUBGRADE AROUND POLE BASE PER EARTHWORK SPECIFICATIONS/GEOTECH REPORT. 17.ELECTRICIAN AND INSTALLATION OF WALL MOUNTED FIXTURES SHALL BE COORDINATED WITH THE ARCHITECTURAL, 6,THE INFORMATION ILLUSTRATED IN THE LIGHT POLE FOUNDATION DETAIL HAS BEEN PROVIDED FOR GENERAL REFERENCE AND PRELIMINARY COST ESTIMATE PURPOSES.LIGHT POLE FOUNDATIONS SHOULD BE DESIGNED _ _-. T STRUCTURAL,AND SITE DRAWINGS FOR SAFETY AND TO PROVEN EXPOSED WIRING. AND DETAILED BY A LICENSED STRUCTURAL ENGINEER BASED ON EXISTING SOIL CONDITIONS,LOCAL DESIGN -- "" "' '" - "." -"' - - ... -.,.-.^, ,.w sn�s „-�. .a. ^.. ,.,.m,ems ^^o.,.". A�:o.. 18.LIGHTING SUBSTITUTION REQUIREMENTS: STANDARDS AND MANUFACTURERS RECOMMENDATIONS. "cs<"a" - ALL LIGHTING SUBSTITUTIONS MUST BE MADE WITHIN 14 DAYS PRIOR TO THE BID DATE TO PROVIDE AMPLE TIME FOR -- ---�^^mance1ni1v^^"_^^ "..___^^^•^Le^9 9^ REVIEW AND TO ISSUE AN ADDENDUM INCORPORATING THE SUBSTITUTION WITH THE FOLLOWING REQUIREMENTS: - - A.ANY SUBSTITUTION TO LIGHTING FIXTURES,POLES,ETC.MUST BE APPROVED BY THE OWNER,ENGINEER AND TENANTS. s-393 -re,3s ass,_sESE ANY COST ASSOCIATED WITH REVIEW AND/OR APPROVAL OF THE SUBSTITUTIONS SHALL BE ENTIRELY BORNE BY THE C CONTRACTOR B.COMPUTER PREPARED PHOTOMETRIC LAYOUT OF THE PROPOSED LIGHTED AREA WHICH INDICATES,BY ISOFOOTCANDLE, THE SYSTEM'S PERFORMANCE. C.A PHOTOMETRIC REPORT FROM A NATIONAL INDEPENDENT TESTING LABORATORY WITH REPORT NUMBER,DATE,FIXTURE CATALOG NUMBER,LUMINAIRE AND LAMP SPECIFICATIONS;IES CALCULATIONS,CANDLEPOWER TABULATIONS,ZONE LUMEN SUMMARY, PLOT,AND CATALOGUE CUTS.CATALOGUE CUTS MUST IDENTIFY,BUT NOT LIMITED POLE—MOUNTED FIXTURE FOOTING LIGHTING FIXTURE C OPTICS,LAMP TYPE,,DISTRIBUTION DISTRIBUTION TYPE,REFLECTOR,LENS,BALLASTS,WATTAGE,VOLTAGE,FINISH AND HOUSING � A DESCRIPTION. 1 D.POLE MANUFACTURER AASHTO CALCULATIONS INDICATING THE POLE AND ANCHOR BOLTS BEING SUBMITTED ARE NTS NTS CAPABLE OF SUPPORTING THE POLE AND FIXTURE SYSTEMS BEING UTILIZED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. E.THE UNDERWRITERS LABORATORY LISTING AND FILE NUMBER FOR THE SPECIFIC FIXTURE(S)TO BE UTILIZED. 02/23/2023 TOWN REVIEW COMMENTS 1 F. A COLOR PHOTOGRAPH THAT CLEARLY SHOWS THE REPLACEMENT FIXTURE POLE MOUNTED,THE FIXTURE'S COLOR, FINISH,AND PHYSICAL CHARACTERISTICS. Date Description No. Revisions NAlitt1'ffifi ® eya �Fi.+ Ri �L P,o ee: S@DUX �•, P. a±,: T h I of t ;+Wti D q m g=5•` Ouray �� 15 5UO Fns+Oomu s. Ma[ena "� _ � r a e a _± LANGAN _ a G ,�i_�f NIKON 1 _ _ e � "F v NI-aDstll-s �-' �� """`""- '--_�-�- Langan Engineering and " o,e.r coda --v.5 ---- 0,der;ng guide __,^:�., .l',_- ,.,-DEa,A-s.Tx Environmental Services,Inc. Pm.ora.r cod.- s=` tia 100 Cambridge Street Su e1310 r lid us Boston,MA 0211458 R, s• R4 sR Rss R o PP —'26 sss 617 824 9100 F www.l angan.com 824 9101 I rh ,. �z as angan.com tea, J e�+ra4nt,tnosealasam. ec ro T dj- AP AS XX :ss.szumx z .c .44 "' a-^ c fi Ace—ore. �. light g G350 Gt4q r Aca ° - v.� n x 149 MAIN STREET, diond ,.DALI ' NORTH ANDOVER °wer Cord 8 tG li 14 16 1. - e E.eX NORTH ANDOVER d {.R Ea, a ESSEXCOUNTY MASSACHUSETTS 4e0 Drawing Title Op±io"s DM° H 4 H,T'HL5T`CC° c' TLR° s- - E. RRF' . LIGHTING DETAILS Project No. Drawing No. 3 LIGHTING FIXTURE A 4 LIGHTING FIXTURE 6 5 LIGHTING FIXTURE D 6 LIGHTING FIXTURE E Date 151028501 NTS NTS NTS NTS "-z,-2°22 L L 5 01 Drawn By F SH Checked By MH a Date:2/22/2023 Time:18:05 User:shut Style Table:Laugan.stb Layout:LL501 Document Code:151028501-0301-LL501-0101 1 2 3 4 5 6 7 8 Z A r I i 7 l d `\ � \ a B QO I d C' ` \ 198 PVS T iO \ 21 SSCQ 0 � 381 CPEN®18"O.C. \ 10 CPEN 4 --. -`.,-- C 2 AIR f r � 9 CPEN • e., ''� �\ 2 END 4 JV 02/23/2023 TOWN REVIEW COMMENTS 1 ., Date Description No. \ 4'X8'TREE PIT O Revisions :i 97 PVS 1 PLO t1t111t11Gt1 iltFft¢t < - - SECOND?STREET -` LANGAN '3 AIR _ — Langan Engineering and _ - — — _ `01 — Environmental Services,Inc. \ \ '4'X8'TREE PIT ' 100 Cambridge Street,Suite 1310 Boston,MA 02114 T:617.824.9100 F:617.824.9101 www.langan.com \ \ Project 149 MAIN STREET, NORTH ANDOVER E NORTH ANDOVER NOTE:OWNER OF 159 MAIN STREET TO BE CONSULTED ON FINAL ESSEXCOUNTY MASSACHUSETTS PLANT SCHEDULE TOWN OF NORTH ANDOVER-ZONING BYLAW REGULATIONS COMPLIANCE CHART FENCE HEIGHT ALONG COMMON BOUNDARY PRIOR TO INSTALLATION. Drawing Title KEY I QTY. BOTANICAL NAME COMMON NAME SIZE ROOT REMARKS REGULATION REQUIRED/PERMITTED PROVIDED/PROPOSED COMPLIANCE SHADE TREES SECTION AR 5 ACER RUBRUM RED MAPLE 2 1/2-3"CAL. B+B — LARGE PARKING AREAS(E.G.GREATER THAN 20 PLANTING PLAN PLO 1 PLATANUS OCCIDENTALIS AMERICAN SYCAMORE 2 1/2-3"CAL. B+B — PARKING SPACES)SHALL BE SEPARATED BY ORNAMENTAL TREES) LANDSCAPED ISLANDS OF AT LEAST EIGHT FEET IN WIDTH,OR IN THE ALTERNATIVE SHALL DEVOTE 22 PARKING SPACES/6=3.66 TREES. COMPLIES BND 2 BETULA NIGRA'DURA HEAT' DURA HEAT RIVER BIRCH 10-12' B+B — 195-18.5.D.2 AT LEAST 59 OF THE INTERIOR OF THE PARKING 4 TREES REQUIRED.7 TREES PROVIDED EVERGREEN TREE(S) MINIMUM OFTONOE TREE SCAPING.HALLBE PLAANITIO,TEDN OR EVERY SIX JV 4 JUNIPERUS VIRGINIANA JEASTERN RED CEDAR 8-10' B+B — PARKING SPACES REQUIRED OR BUILT,WITHIN ORNAMENTAL GRASS ES APPROPRIATE LOCATIONS ON THE LOT. Project No. Drawing No. CPEN�400 CARER PENSYLVANICA SEDGE 2 GAL. CONTAINER spaced®18"o.c. A MINIMUM OF ONE SHADE TREE SHALL BE 151028501 PVS 289 PANICUM VIRGATUM'SHENANDOAH' SHENANDOAH SWITCH GRASS 2 GAL. CONTAINER spaced CAI 18"c.c. PLANTED 0R EVERY 40 FEET OF STREET 20 0 10 20 Date 195-18.5.D.3 FRONTAGE OR FRACTION THEREOF,TREES MAY BE 4 SHADE TREES ARE PROVIDED PER THE COMPLIES SSCO 21 SCHIZACHYRIUM SCOPARIUM LITTLE BLUESTEM 2 GAL. CONTAINER spaced 18"o.c. CLUSTERED AND SHOULD BE LOCATED BETWEEN DISTANCE OF MAIN STREET FRONTAGE. 11-21-2022 L P O THE SIDEWALK AND THE CURB OR IN TREE WELLS SCALE IN FEET NOTE:IF ANY DISCREPANCIES OCCUR BETWEEN AMOUNTS SHOWN IN THE PLAN AND THE PLANT LIST,THE PLAN SHALL DICTATE. INSTALLED IN THE SIDEWALK. Drawn By F AS Checked By MH Ia Date:2/22/2023 Time:18:06 User shui Style Table:Langan.sib Layout:LP101 Document Code:151028501-0301-LP101-0101 2 3 4 5 6 7 8 GENERAL LANDSCAPE PLANTING NOTES LANDSCAPE MAINTENANCE NOTES PLANTING SOIL SPECIFICATIONS(CONTINUED) 1. NAMES OF PLANTS AS DESCRIBED ON THIS PLAN CONFORM TO THOSE GIVEN IN"STANDARDIZED PLANT 1. MAINTENANCE OPERATIONS BEFORE APPROVAL: 4.SOIL AMENDMENT FOR PLANT MATERIAL: NAMES,1942 EDITION PREPARED BY THE AMERICAN JOINT COMMIT-FEE ON HORTICULTURAL NOMENCLATURE. IF SOIL ORGANIC CONTENT IS INADEQUATE,SOIL SHALL BE AMENDED WITH COMPOST OR ACCEPTABLE,WEED FREE,ORGANIC NAMES OF PLANT VARIETIES NOT INCLUDED THEREIN CONFORM TO NAMES GENERALLY ACCEPTED IN A.PLANT CARE SHALL BEGIN IMMEDIATELY AFTER EACH PLANT IS SATISFACTORILY INSTALLED AND SHALL MATTER.ORGANIC AMENDMENT SHALL BE WELL COMPOSTED,PH RANGE OF 6-8;MOISTURE CONTENT 35-55%BY WEIGHT NURSERY TRADE. CONTINUE THROUGHOUT THE LIFE OF THE CONTRACT UNTIL FINAL ACCEPTANCE OF THE PROJECT. 100%PASSING THROUGH 1"SIEVE;SOLUBLE SALT CONTENT LESS THAN 0.5 MM HOS/CM;MEETING ALL APPLICABLE ENVIRONMENTAL CRITERIA FOR CLEAN FILL. 2.ALL EXPOSED GROUND SURFACES THAT ARE NOT PAVED WITHIN THE CONTRACT LIMIT LINE,AND THAT ARE B.CARE SHALL INCLUDE,BUT NOT BE LIMITED TO,REPLACING MULCH THAT HAS BEEN DISPLACED BY NOT COVERED BY LANDSCAPE PLANTING OR SEEDING AS SPECIFIED,SHALL BE COVERED BY A NATURAL EROSION OR OTHER MEANS,REPAIRING AND RESHAPING WATER RINGS OR SAUCERS,MAINTAINING STAKES A.ORGANIC MATTER AS A SOIL AMENDMENT:LEAF MOLD WITH 60-90%ORGANIC CONTENT BY WEIGHT.SHREDDED LEAF MULCH THAT WILL PREVENT SOIL EROSION AND THE EMANATION OF DUST. AND GUYS AS ORIGINALLY INSTALLED,WATERING WHEN NEEDED OR DIRECTED,AND PERFORMING ANY LITTER,COMPOSTED FOR A MINIMUM OF 1 YR. SHOULD BE FREE OF DEBRIS,STONES OVER 1/2",WOOD CHIPS OVER 1". A OTHER WORK REQUIRED TO KEEP THE PLANTS IN A HEALTHY CONDITION. 3.NO PLANT SHALL BE PUT INTO THE GROUND BEFORE ROUGH GRADING HAS BEEN COMPLETED AND APPROVED BY THE PROJECT LANDSCAPE ARCHITECT OR PROJECT ENGINEER. C.CONTRACTOR SHALL REMOVE AND REPLACE ALL DEAD,DEFECTIVE AND/OR REJECTED PLANTS AS B.SOIL IN BEDS AND PLANTING ISLANDS OTHER THAN BACKFILL MATERIAL AND TOPSOIL,SHOULD BE FRIABLE,WELL 4.STANDARDS FOR TYPE,SPREAD,HEIGHT,ROOT BALL AND QUALITY OF NEW PLANT MATERIAL SHALL BE IN REQUIRED BEFORE FINAL ACCEPTANCE. DRAINED,AND FREE OF DEBRIS,INCLUDING STONES AND TRASH. ACCORDANCE WITH GUIDELINES AS SET FORTH IN THE"AMERICAN STANDARD FOR NURSERY STOCK", 2.MAINTENANCE DURING CONSTRUCTION. C.AMENDMENTS FOR BACK FILL IN TREE AND SHRUB PITS: PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN. PLANT MATERIAL SHALL HAVE NORMAL HABIT GROUND LIMESTONE(WITH A MIN.OF 88%OF CALCIUM AND MAGNESIUM CARBONATES)USED PENDING RESULTS OF OF GROWTH AND BE HEALTHY,VIGOROUS,AND FREE FROM DISEASES AND INSECT INFESTATION. A.MAINTENANCE SHALL BEGIN IMMEDIATELY AFTER PLANTING. PLANTS SHALL BE WATERED,MULCHED, SOIL ANALYSIS. of 5.NEW PLANT MATERIAL SHALL BE NURSERY GROWN UNLESS SPECIFIED OTHERWISE.ALL PLANTS SHALL BE WEEDED,PRUNED,SPRAYED,FERTILIZED,CULTIVATED,AND OTHERWISE MAINTAINED AND PROTECTED UNTIL -BRING PH LEVELS TO 5.5 MIN-TO 6.5 FOR NON-ERICACEDUS PLANTS PROVISIONAL ACCEPTANCE.SETTLED PLANTS SHALL BE RESET TO PROPER GRADE AND POSITION, -BRING PH LEVELS TO 4.5 MIN-TO 5.5 FOR ERICACEOUS PLANTS - SET PLUMB AND SHALL BEAR THE SAME RELATIONSHIP TO FINISHED GRADE AS THE PLANT'S ORIGINAL PLANTING SAUCER RESTORED AND DEAD MATERIAL REMOVED STAKES AND WIRES SHALL BE TIGHTENED GRADE BEFORE DIGGING.PLANT MATERIAL OF THE SAME SPECIES AND SPECIFIED AS THE SAME SIZE SHOULD AND REPAIRED. DEFECTIVE WORK SHALL BE CORRECTED AS SOON AS POSSIBLE AFTER IT BECOMES b.TERRA-SORB BY'PLANT HEALTH CARE'800-421-9051(SEE MANUFACTURER RECOMMENDATIONS)USED IN BE SIMILAR IN SHAPE,COLOR AND HABIT.THE LANDSCAPE ARCHITECT HAS THE RIGHT To REJECT PLANT APPARENT AND WEATHER AND SEASON PERMIT. PLANTER BACKFILL MIXTURE WITH TREES AND SHRUBS. MATERIAL THAT DOES NOT CONFORM TO THE TYPICAL OR SPECIFIED HABIT OF THAT SPECIES. c.MYCOR-ROOT SAVER BY'PLANT HEALTH CARE'800-421-9051(SEE MANUFACTURER RECOMMENDATIONS)USED IN B.IF A SUBSTANTIAL NUMBER OF PLANTS ARE SICKLY OR DEAD AT THE TIME OF INSPECTION,ACCEPTANCE BACKFILL MIXTURE WITH TREES. z 6.THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING UNDERGROUND UTILITY AND SEWER LINES SHALL NOT BE GRANTED AND THE CONTRACTOR'S RESPONSIBILITY FOR MAINTENANCE OF ALL PLANTS PRIOR TO THE START OF EXCAVATION ACTIVITIES.NOTIFY THE PROJECT ENGINEER AND OWNER IMMEDIATELY OF ANY CONFLICTS WITH PROPOSED PLANTING LOCATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SHALL BE EXTENDED FROM THE TIME REPLACEMENTS ARE MADE OR EXISTING PLANTS ARE DEEMED ACCEPTABLE BY THE LANDSCAPE ARCHITECT. 5.WHERE PLANTING AREAS ARE PROPOSED FOR FORMER PAVED OR GRAVEL AREAS,BEDS SHALL BE EXCAVATED TO A 2 ANY DAMAGE. MINIMUM 30"DEPTH AND,AT A MINIMUM,BE BACKFILLED WITH BOTTOM LAYER OF SANDY LOAM(ORGANIC CONTENT LESS CL C.ALL REPLACEMENTS SHALL BE PLANTS OF THE SAME KIND AND SIZE SPECIFIED ON THE PLANT LIST OR THAN 27)OVER WHICH TOPSOIL AND PLANTING SOILS WILL BE PLACED AT DEPTHS INDICATED IN PLANS,DETAILS AND 7.THE CONTRACTOR SHALL NOT MAKE SUBSTITUTIONS. IF THE SPECIFIED LANDSCAPE MATERIAL IS NOT THAT WHICH WAS TO REMAIN OR BE RELOCATED.THEY SHALL BE FURNISHED AND PLANTED AS SPECIFIED. NOTES. OBTAINABLE,THE CONTRACTOR SHALL SUBMIT PROOF OF NON-AVAILABILITY TO THE LANDSCAPE ARCHITECT THE COST SHALL BE BORNE BY THE CONTRACTOR.REPLACEMENTS RESULTING FROM REMOVAL,LOSS,OR AND OWNER,TOGETHER WITH A WRITTEN PROPOSAL FOR USE OF AN EQUIVALENT MATERIAL. DAMAGE DUE TO OCCUPANCY OF THE PROJECT IN ANY PART,VANDALISM,PHYSICAL DAMAGE BY ANIMALS,VEHICLES,ETC. 6.CLEAN SOIL FILL IN LANDSCAPE AREAS: , 8.LANDSCAPE CONTRACTOR TO STAKE OUT PLANTING LOCATIONS,FOR REVIEW AND APPROVAL BY THE APPROVED AND PAID FOR BY THE OWNER.AND LOSSES DUE TO CURTAILMENT OF WATER BY LOCAL AUTHORITIES SHALL BE LANDSCAPE FILL MATERIAL,BELOW PLANTING SOILS,SHALL HAVE THE PHYSICAL PROPERTIES OF A SANDY LOAM WITH AN LANDSCAPE ARCHITECT AND/OR OWNER BEFORE PLANTING WORK BEGINS. THE LANDSCAPE ARCHITECT ORGANIC CONTENT OF LESS THAN 2%AND A PH BETWEEN 5-7. AND/OR OWNER SHALL DIRECT THE CONTRACTOR IN THE FINAL PLACEMENT OF ALL PLANT MATERIAL AND D.PLANTS SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR AFTER INSPECTION AND PROVISIONAL LOCATION OF PLANTING BEDS TO ENSURE COMPLIANCE WITH DESIGN INTENT UNLESS OTHERWISE INSTRUCTED. ACCEPTANCE. 7.SOIL PLACEMENT., CONTRACTOR TO PROVIDE SIX INCHES(6-)MINIMUM DEPTH PLANTING SOIL LAYER IN LAWN AREAS,TWELVE INCHES(12") 9.THE LANDSCAPE ARCHITECT MAY REVIEW PLANT MATERIALS AT THE SITE,BEFORE PLANTING,FOR E.AT THE END OF THE ESTABLISHMENT PERIOD,INSPECTION SHALL BE MADE AGAIN. ANY PLANT REQUIRED A.MINIMUM DEPTH PLANTING SOIL LAYER IN GROUNDCOVER AND PERENNIAL AREAS,EIGHTEEN INCHES(18-)MINIMUM DEPTH TH REQUIREMENTS FOR GENUS,SPECIES,VARIETY,SIZE,AND QUALITY. THE LANDSCAPE UNDER THIS CONTRACT THAT IS DEAD OR UNSATISFACTORY TO THE LANDSCAPE ARCHITECT OR OWNER ARCHITECT RETAINS THE RIGHT TO FURTHER REVIEW PLANT MATERIALS FOR SIZE AND CONDITION OF BALLS SHALL BE REMOVED FROM THE SITE AND REPLACED DURING THE NORMAL PLANTING SEASON. PLANTING SOIL LAYER IN SHRUB AREAS,AND THIRTY-SIX INCHES(36-)MINIMUM DEPTH PLANTING SOIL LAYER IN TREE AND ROOT SYSTEM,INSECTS,INJURIES,AND LATENT DEFECTS,AND TO REJECT UNSATISFACTORY OR PLANTING AREAS. DEFECTIVE MATERIAL AT ANY TIME DURING PROGRESS OF WORK. THE CONTRACTOR SHALL REMOVE 3.LAWN MAINTENANCE: REJECTED PLANT MATERIALS IMMEDIATELY FROM PROJECT SITE AS DIRECTED BY THE LANDSCAPE ARCHITECT B.SCARIFY Ai TILL COMPACTED SUBSOILS TO A MINIMUM DEPTH OF 6 INCHES-THOROUGHLY MIX A 6 INCH DEPTH OR OWNER. A.BEGIN MAINTENANCE IMMEDIATELY AFTER EACH PORTION OF LAWN IS PLANTED AND CONTINUE FOR 8 LAYER OF PLANTING SOIL INTO THE SUBSOIL PRIOR TO PLACING PLANTING SOIL AT THE DEPTHS INDICATED ABOVE. WEEKS AFTER ALL LAWN PLANTING IS COMPLETED- PLANTING SOIL SHALL BE PLACED IN 12-18"LIFTS AND WATER THOROUGHLY BEFORE INSTALLING NEXT LIFT.REPEAT 10.DELIVERY,STORAGE,AND HANDLING UNTIL DEPTHS AND FINISH GRADES HAVE BEEN ACHIEVED.NO SOILS SHALL BE PLACED IN A FROZEN OR MUDDY A.PACKAGED MATERIALS: PACKAGED MATERIALS SHALL BE DELIVERED IN CONTAINERS SHOWING WEIGHT, B.WATER TO KEEP SURFACE SOIL MOIST,REPAIR WASHED OUT AREAS BY FILLING WITH TOPSOIL,LIMING, CONDITION. ANALYSIS,AND NAME OF MANUFACTURER.MATERIALS SHALL BE PROTECTED FROM DETERIORATION FERTILIZING AND RE-SEEDING;MOW TO 2 1/2-3 INCHES AFTER GRASS REACHES 3 1/2 INCHES IN DURING DELIVERY,AND WHILE STORED AT SITE. HEIGHT,AND MOW FREQUENTLY ENOUGH TO KEEP GRASS FROM EXCEEDING 3 1/2 INCHES.WEED BY C.PLANTING SOIL PRESENT AT THE SITE,IF ANY,MAY BE USED TO SUPPLEMENT TOTAL AMOUNT REQUIRED.CONTRACTOR B.TREES AND SHRUBS: THE CONTRACTOR SHALL PROVIDE TREES AND SHRUBS DUG FOR THE GROWING LOCAL SPOT APPLICATION OF SELECTIVE HERBICIDE ONLY AFTER GRASS IS WELL-ESTABLISHED. TO FURNISH AN ANALYSIS OF ON-SITE PLANTING SOIL UTILIZED IN ALL PLANTING AREAS. SEASON FOR WHICH THEY WILL BE PLANTED. DO NOT PRUNE PRIOR TO DELIVERY UNLESS OTHERWISE DIRECTED BY THE LANDSCAPE ARCHITECT. DO NOT BEND OR BIND-TIE TREES OR SHRUBS IN SUCH A MANNER AS TO DAMAGE BARK,BREAK BRANCHES,OR DESTROY NATURAL SHAPE- PROVIDE PROTECTIVE 8. SOIL CONDITIONING, COVERING DURING TRANSIT.DO NOT DROP BALLED AND BUIRLAPPED STOCK DURING DELIVERY OR A.ADJUST pH AND NUTRIENT LEVELS AS REQUIRED TO ENSURE AN ACCEPTABLE GROWING MEDIUM-LOWER PH USING HANDLING. ELEMENTAL SULFUR ONLY.PEAT MOSS OR COPPER SULFATE MAY NOT BE USED.GROUND LIMESTONE AS A SOIL C.ALL PLANTS SHALL BE BALLED AND BUIRLAPPED OR CONTAINER GROWN AS SPECIFIED. NO CONTAINER AMENDMENT MATERIAL WILL ONLY BE USED PENDING RESULTS OF SOIL ANALYSIS.PROVIDE WITH MINIMUM 88%CALCIUM GROWN STOCK WILL BE ACCEPTED IF IT IS ROOT BOUND. ALL ROOTBALL WRAPPING AND BINDING AND MAGNESIUM CARBONATES AND SHALL HAVE TOTAL 100%PASSING THE 10 MESH SIEVE,MINIMUM 90%PASSING 20 MATERIAL MADE OF SYNTHETICS OR PLASTICS SHALL BE REMOVED FROM THE TOP OF THE BALL AT PLANTING SOIL SPECIFICATIONS MESH SIEVE,AND MINIMUM 60%PASSING 100 MESH SIEVE. THE TIME OF PLANTING. IF THE PLANT IS SHIPPED WITH A WIRE BASKET AROUND THE ROOT BALL,THE WIRE BASKET SHALL BE CUT AND FOLDED DOWN 8 INCHES INTO THE PLANTING HOLE. WITH CONTAINER B.ALL DEBRIS EXPOSED FROM EXCAVATION AND CULTIVATION SHALL BE DISPOSED OF AT THE CONTRACTOR'S EXPENSE. GROWN STOCK,THE CONTAINER SHALL BE REMOVED AND THE ROOT BALL SHALL BE CUT THROUGH THE 1.PLANTING SOIL,ALTERNATELY MAY BE REFERRED TO AS TOPSOIL,SHOULD BE FRIABLE,FERTILE,WELL SURFACE IN TWO LOCATIONS. DRAINED,FREE OF DEBRIS,TOXINS,TRASH AND STONES OVER 1/2"DIA.,IT SHOULD HAVE A HIGH ORGANIC C.SOIL MODIFICATIONS(PENDING RESULTS OF SOIL ANALYS11a D.THE CONTRACTOR SHALL HAVE TREES AND SHRUBS DELIVERED TO SITE AFTER PREPARATIONS FOR CONTENT SUITABLE TO SUSTAIN HEALTHY PLANT GROWTH AND SHOULD LOOK AESTHETICALLY PLEASING PLANTING HAVE BEEN COMPLETED AND PLANT IMMEDIATELY.IF PLANTING IS DELAYED MORE THAN 6 HAVING NO NOXIOUS ODORS. a.THOROUGHLY TILL ORGANIC MATTER(LEAF COMPOST)INTO THE TOP 6 TO 12 IN.OF MOST PLANTING SOILS TO HOURS AFTER DELIVERY,THE CONTRACTOR SHALL SET TREES AND SHRUBS IN SHADE,PROTECT FROM IMPROVE THE SOIL'S ABILITY TO RETAIN WATER AND NUTRIENTS.ALL PRODUCTS SHOULD BE COMPOSTED TO A WEATHER AND MECHANICAL DAMAGE AND KEEP ROOTS MOIST BY COVERING WITH MULCH,BURLAP OR 2.PLANTING SOIL: DARK COLOR AND BE FREE OF PIECES WITH IDENTIFIABLE LEAF OR WOOD STRUCTURE.AVOID MATERIAL WITH A pH OTHER ACCEPTABLE MEANS OF RETAINING MOISTURE. HIGHER THAN 7.0.PEAT MOSS MAY NOT BE USED AS ORGANIC MATTER AMENDMENT. REUSE SURFACE SOILS STOCKPILED ON SITE,VERIFYING COMPLIANCE WITH PLANTING SOIL AND TOPSOIL C 11.ALL LANDSCAPED AREAS TO BE CLEARED OF ROCKS, STUMPS,TRASH AND OTHER UNSIGHTLY DEBRIS.ALL CRITERIA IN THIS SPECIFICATION THROUGH TESTING.CLEAN SURFACE SOIL OF ALL ROOTS,PLANTS,SOD,AND b.MODIFY HEAVY CLAY OR SILT(MORE THAN 40%CLAY OR SILT)BY ADDING COMPOSTED PINE BARK(UP TO 30%BY FINE GRADED AREAS SHOULD BE HAND RAKED SMOOTH ELIMINATING ANY CLUMPS AND AND UNEVEN GRAVEL OVER 1"IN DIAMETER AND DELETERIOUS MATERIALS.IF ON-SITE SOILS ARE TO BE USED FOR VOLUME)Ai GYPSUM.COARSE SAND MAY BE USED IF ENOUGH IS ADDED TO BRING THE SAND CONTENT TO SURFACES PRIOR TO PLANTING OR MULCHING. PROPOSED PLANTING,THE CONTRACTOR SHALL DEMONSTRATE,THROUGH SOIL TESTING,THAT ON-SITE SOILS MORE THAN 60%OF THE TOTAL MIX.IMPROVE DRAINAGE IN HEAVY SOILS BY PLANTING ON RAISED MOUNDS OR 12.ALL PLANT MATERIAL SHALL BE INSTALLED AS PER DETAILS,NOTES AND CONTRACT SPECIFICATIONS. THE MEET THE SAME CRITERIA AS INDICATED IN NOTES PLANS AND SPECIFICATIONS. BEDS AND INCLUDING SUBSURFACE DRAINAGE LINES. LANDSCAPE ARCHITECT MAY REVIEW INSTALLATION AND MAINTENANCE PROCEDURES. SUPPLEMENT WITH IMPORTED OR MANUFACTURED TOPSOIL FROM OFF SITE SOURCES WHEN TOPSOIL AND PLANTING SOIL QUANTITIES ARE INSUFFICIENT.OBTAIN SOIL DISPLACED FROM NATURALLY WELL-DRAINED c.MODIFY EXTREMELY SANDY SOILS(MORE THAN 85%SAND)BY ADDING ORGANIC MATTER AND/OR DRY,SHREDDED 13.NEW PLANT MATERIAL SHALL BE GUARANTEED TO BE ALIVE AND IN VIGOROUS GROWING CONDITION FORA CLAY LOAM UP TO 30%OF THE TOTAL MIX. PERIOD OF ONE YEAR FOLLOWING ACCEPTANCE BY THE OWNER. PLANT MATERIAL FOUND TO BE SITES WHERE TOPSOIL OCCURS AT LEAST 4"DEEP.DO NOT OBTAIN FROM AGRICULTURAL LAND,BOGS, UNHEALTHY,DYING OR DEAD DURING THIS PERIOD,SHALL BE REMOVED AND REPLACED IN KIND BY THE MARSHES OR CONTAMINATED SITES. CONTRACTOR AT NO EXPENSE TO THE OWNER. CONTRACTOR SHALL TEST SOILS AND FURNISH SAMPLES UPON REQUEST.PACKAGED MATERIALS SHALL BE 14.THE CONTRACTOR SHALL KEEP AREA CLEAN DURING DELIVERY AND INSTALLATION OF PLANT MATERIALS. UNOPENED BAGS OR CONTAINERS,EACH BEARING A NAME,GUARANTEE,AND TRADEMARK OF THE PRODUCER, 02/23/2023 TOWN REVIEW COMMENTS REMOVE AND DISPOSE OF OFF-SITE ANY ACCUMULATED DEBRIS OR UNUSED MATERIALS.REPAIR DAMAGE TO MATERIAL COMPOSITION,MANUFACTURER'S CERTIFIED ANALYSIS,AND THE WEIGHT OF THE MATERIALS.SOIL OR ADJACENT AREAS CAUSED BY LANDSCAPE INSTALLATION OPERATIONS. AMENDMENT MATERIALS SHALL BE STORED ON SITE TEMPORARILY IN STOCKPILES PRIOR TO PLACEMENT AND SHALL BE PROTECTED FROM INTRUSION OF CONTAMINANTS AND EROSION.AFTER MIXING,SOIL MATERIALS Date Description No. 15.ALL PLANTS SHALL BE WATERED THOROUGHLY TWICE DURING THE FIRST 24-HOUR PERIOD AFTER PLANTING. SHALL BE COVERED WITH A TARPAULIN UNTIL TIME OF ACTUAL USE. ALL PLANTS SHALL THEN BE WATERED WEEKLY OR AS REQUIRED BY SITE AND WEATHER CONDITIONS TO Revisions MAINTAIN VIGOROUS AND HEALTHY PLANT GROWTH. ALL PLANTING SOILS SHALL BE SUBMITTED FOR TESTING TO THE STATE COOPERATIVE EXTENSION SERVICE,OR APPROVED EQUAL,PRIOR TO DELIVERY TO THE SITE.CONTRACTOR SHALL FURNISH SOIL SAMPLES AND SOIL 16.THE BACKFILL MIXTURE AND SOIL MIXES TO BE INSTALLED PER THE SPECIFICATIONS. TEST RESULTS TO LANDSCAPE ARCHITECT OR OWNER AT A RATE OF ONE SAMPLE PER 500 CUBIC YARDS TO ENSURE CONSISTENCY ACROSS THE TOTAL VOLUME OF PLANTING SOIL REQUIRED.TEST RESULTS SHALL EVALUATE FOR ALL CRITERIA LISTED IN THIS SPECIFICATION. IF TESTING AGENCY DETERMINES THAT THE 17.AFTER PLANT IS PLACED IN TREE PIT LOCATION,ALL TWINE HOLDING ROOT BALL TOGETHER SHOULD BE "\x SOILS ARE DEFICIENT IN ANY MANNER AND MAY BE CORRECTED BY ADDING AMENDMENTS,THE CONTRACTOR L COMPLETELY REMOVED AND THE BURLAP SHOULD BE PULLED DOWN SO 1/3 OF THE ROOT BALL IS SHALL FOLLOW STATED RECOMMENDATIONS FOR SOIL IMPROVEMENT AND FURNISH SUBMITTALS FOR ALL EXPOSED.SYNTHETIC BURLAP SHOULD BE COMPLETELY REMOVED AFTER INSTALLATION. AMENDMENTS PRIOR TO DELIVERY OF SOIL TO THE PROJECT SITE. 18.MULCH SHOULD NOT BE PILED UP AROUND THE TRUNK OF ANY PLANT MATERIAL.NO MULCH OR TOPSOIL SHOULD BE TOUCHING THE BASE OF THE TRUNK ABOVE THE ROOT COLLAR. A.THE FOLLOWING TESTING SHOULD BE PERFORMED AND RESULTS GIVEN TO THE LANDSCAPE ARCHITECT FOR APPROVAL BEFORE INSTALLATION: D 19.ALL FENCE INSTALLATION SHALL BE COMPLETED PRIOR TO COMMENCEMENT OF ANY LANDSCAPE PLANTING, a.PARTICLE SIZE ANALYSIS-LOAMY SAND:60-75%SAND,25-40%SILT,AND 5-15%CLAY. '-P LAWN AND GRASSES,OR IRRIGATION WORK. b.FERTILITY ANALYSIS:PH(5.5-6.5),SOLUBLE SALTS(LESS THAN 2 MMHO/CM),NITRATE, PHOSPHATE,POTASSIUM,CALCIUM AND MAGNESIUM 20.FOR ANY DISCREPANCIES BETWEEN THE PLANT SCHEDULE AND PLANTING PLAN THE GRAPHIC QUANTITY c.ORGANIC MATTER CONTENT:2.5-5%IN NATIVE SOILS;UP TO 10%IN AMENDED SOILS SHOWN SHALL GOVERN. d.TOXIC SUBSTANCE ANALYSIS e.MATERIAL DRAINAGE RATE:60%PASSING IN 2 MINUTES,40%RETAINED 21.PLANT MATERIALS SHALL NOT BE PLANTED UNTIL THE FINISHED GRADING HAS BEEN COMPLETED. f.NOT MORE THAN 1%OF MATERIAL SHALL BE RETAINED BY A#4 SIEVE 22.ALL PLANT INSTALLATIONS SHALL BE COMPLETED EITHER BETWEEN APRIL 1-JUNE 15 OR AUGUST 15- 3.BASIN SOIL MIX: ��N NOVEMBER 1,UNLESS OTHERWISE DIRECTED BY THE PROJECT LANDSCAPE ARCHITECT.SEE LAWN SEEDING DATES IN SEEDING NOTES. a.BASIN SOIL MIX IS TO BE USED IN ALL DETENTION BASINS. Langan Engineering and b.MIX TO CONSIST OF 60%COARSE SAND,40%SUBMITTED TOPSOIL/HORTICULTURAL SOIL MIX Environmental Services,Inc. c.TOPSOIL/HORTICULTURAL SOIL MIX*REFER TO SPECIFICATIONS LISTED IN SECTION ABOVE d.COARSE SAND 100 Cambridge Street,Suite 1310 1)PARTICLE SIZE ANALYSIS Boston,MA 02114 SIEVE PERCENT PASSING 318 4(4.75MM)INCH(9.5 MM) 1 900 5-100 T:617.824.9100 F:617.824.9101 www.langan.com LAWN WATERING SCHEDULE NO NO 8(2.36 MM) 80-100 Project THE FOLLOWING WATERING SCHEDULE COVERS ROUGHLY 8 WEEKS TO ESTABLISH A HEALTHY STAND OF GRASS NO 16(1.18 MM) 50-85 FROM SEED.THE CONTRACTOR SHALL BE OBLIGATED TO ENSURE A HEALTHY STAND OF GRASS AT THE END NO 30(.150 MM) 25-60 OF THE MAINTENANCE/BOND PERIOD.ANY BARE OR DEAD AREAS IN THE LAWN SHALL BE PREPARED, NO 50(.30 MM) 10-30 RESEEDED AND REESTABLISHED PRIOR TO THE END OF THE MAINTENANCE/BOND PERIOD AND TO THE NO 100(15 MM) 2-10 149 MAIN STREET, SATISFACTION OF THE PROJECT LANDSCAPE ARCHITECT AND THE OWNER. NO 200(0.75 MM 2-5 IMPORTANT ASPECTS TO ATTAINING AND SUSTAINING A HEALTHY STAND OF GRASS ARE THE INSTALLATION OF NORTH ANDOVER TOPSOIL,SEED BED PREPARATION,ATTAINING OPTIMAL PH FOR THE INTENDED PLANT SPECIES,FERTILIZING, 2)CHEMICAL ANALYSIS MULCH COVERING,AND SUFFICIENT WATERING PER THESE NOTES AND/OR PROJECT SPECIFICATIONS. PH:LOWER THAN 7.0 E TOXIC SUBSTANCE ANALYSIS 1. SEEDING SHALL BE DONE DURING THE SEASONS SPECIFIED IN THE LAWN SEED MIX NOTES AND/OR NORTH ANDOVER PROJECT SPECIFICATIONS. e.FINAL BIORETENT10N MIX ESSEXCOUNTY MAMCHUSETTS 2.AFTER THE SEEDBED IS PREPARED,SEED IS INSTALLED,AND MULCH IS APPLIED,WATER LIGHTLY TO KEEP Drawing Title THE TOP 2 INCHES OF SOIL CONSISTENTLY MOIST,NOT SATURATED.AT NO TIME SHOULD WATER BE 1)PARTICLE SIZE ANALYSIS APPLIED TO THE POINT OF RUNOFF OR THE DISPLACEMENT OF SEED. .)SAND-80-85% 3.DEPENDING ON SOIL TEMPERATURES,IT MAY TAKE SEVERAL WEEKS FOR GERMINATION TO OCCUR. b)SILT-10-15% DIFFERENT SPECIES WITHIN THE MIX GERMINATE AT DIFFERENT TIMES AND THEREFORE CONTRACTOR c)CLAY-2-5% SHOULD CONTINUE THE LIGHT WATERING,AS DESCRIBED ABOVE,UNTIL THERE IS AT LEAST 2 INCHES OF GROWTH THROUGHOUT. NOT MORE THAN 1%OF MATERIAL TO BE RETAINED BY A#4 SIEVE PLANTING DETAIL 1 4.AT THIS POINT,WATERING FREQUENCY MAY BE REDUCED TO EVERY 3 TO 5 DAYS. WATER SHALL BE APPLIED TO WET A 6 INCH MINIMUM SOIL DEPTH TO PROMOTE HEALTHY DEEP ROOTS. 2)CHEMICAL ANALYSIS 5-BEGIN MOWING ONCE PER WEEK AFTER THE GRASS HAS REACHED 3 INCHES HEIGHT.MOW TO A HEIGHT .)PH-5.5-6.5 OF NO LESS THAN 2-%INCHES-AFTER 2 TO 3 WEEKS OF MOWING,CONTINUE TO WATER TO A 6 INCH b)SOLUBLE SALTS'LESS THAN 2 MMHO/CM MINIMUM SOIL DEPTH AS NECESSARY PER WEATHER CONDITIONS,AND SOIL MOISTURE SENSORS IF APPLICABLE. 3)CONTRACTOR TO SUBMIT TOXIC SUBSTANCE ANALYSIS AND MATERIAL DRAINAGE RATE IN ADDITION Project No. Drawing No. TO INFORMATION LISTED ABOVE.DRAINAGE RATE OF MATERIAL TO EXCEED 1 INCH/HOUR 151028501 Date 2022t1 1117 L P 5 0 1 Drawn By AS F Checked By MH Date 2/22/2023 Time 18 06 User:shui Style Table:Laingan.sti,Layout:LP501 Document Code:151028501-0301-LP501-0101 1 2 3 4 5 6 7 8 2 GENERAL NOTE: DUE TO GENERAL CONSTRUCTION ACTIVITIES AND ADJACENT SITE COMPACTION REQUIREMENTS,SUBGRADE SOILS WITHIN PROPOSED PLANTING AREAS TEND TO BECOME HIGHLY COMPACTED. IN ORDER TO CREATE A HEALTHY GROWTH MEDIUM TO ALLOW PROPOSED LARGE SHRUB(B&B) SMALL SHRUB(CONTAINER)_ PLANTINGS TO ESTABLISH A VIGOROUS ROOT MASS,THIS SUBGRADE SOIL MUST UNDERGO A RESTORATION PROCESS. IN ADDITION, IMPORTED OR AMENDED EXISTING SOILS SHALL BE MIXED WITH SUBGRADE SOILS WHERE THEY MEET IN ORDER TO CREATE A REMOVE ALL TWINE,ROPE AND WIRE, GRADIENT TO ALLOW FOR PROPER DRAINAGE. AND BURLAP FROM TOP HALF OF ROOT A 6"IMPORTED PLANTING SOIL(OR AMENDED BALL AND ALL NON—BIODEGRADABLE MATERIAL. EXISTING PLANTING SOIL)SHALL BE ROTO—TILLED IF PLANT IS SHIPPED WITH A WIRE BASKET INTO SUBGRADE TO A DEPTH OF 12". AROUND THE ROOT BALL,CUT THE WIRE BASKET I lu Yl�ll�lr�l .I✓pl !I I IN FOUR PLACES AND FOLD DOWN 8"INTO PLANTING HOLE. io .'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.. 3"MULCH LAYER.KEEP MULCH AWAY FROM z SHRUB BASE AND TOP OF ROOTBALL(TIP.). G 4"HIGH EARTH SAUCER BEYOND N 11 II ( I ttttt ll( EDGE OF ROOT BALL TO DIRECT w WATER INTO ROOTBALL(TYP.). 11-� rtt SUBGRADE WITHIN 2'-6"OF FINISH GRADE IN PLANTING AREAS SHALL CONSIST OF FREE DRAINING SANDY SOIL FILL 8 < REMOVE PLASTIC CONTAINER ? IIIIII-III LAWN SIDEWALK a I -EXISTING SOL STRIPPED FROM SITE CAN BE USED FOR �. PLANTING SOIL UPON APPROVAL BY THE PROJECT — I LANDSCAPE ARCHITECT. CONTRACTOR SHALL REFER TO PLANTING SOIL SPECIFICATIONS FOR REQUIRED117 SUBMITTALS. PLANTING SOIL AS SPECIFIED. PLANTING SOIL WITHIN AREAS OF CUT OR RAISED GRADE I•••) )-1-1-11-11-11I •III III -11••• TAMP SOIL AROUND ROOT BALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOT BALL DOES NOT SHIFT(TYP.). I lu Y Ili l f l✓A) ✓ 4 II/) SET ROOT BALL ON UNEXCAVATED OR TAMPED SOIL. B EXISTING SOIL IN ALL PROPOSED PLANTING AREAS SHALL 3 TIMES ROOTBALL DIA. 3 TIMES ROOTBALL DIA. SUBGRADE BE ROTO—TILLED TO A DEPTH OF 12"(EXCLUDING TREE z PROTECTION AREAS)AND AMENDED IN ACCORDANCE WITH PLANTING SOIL SPECIFICATIONS. EXISTING SOIL WITHIN TREE PROTECTION AREAS SHALL BE LOOSENED AND N ............................ AMENDED BY NON—MECHANICAL METHODS,PROTECTING NOTES: 1.ALL SHRUBS TO BE SET PLUMB. ROOT MASS AGAINST DAMAGE. 2.REFER TO LANDSCAPE PLAN FOR SPACING OF INDIVIDUAL PLANTS. 3.REMOVE ALL WIRE,PLASTIC,TAGS OR SYNTHETIC MATERIAL FROM - PLANTS PRIOR TO PLANTING. SUBGRADE 3 SHRUB AND ORNAMENTAL GRASS PLANTING PLANTING SOIL WITHIN AREAS OF UNCHANGED GRADE NTS NOTES: 1.CONTRACTOR IS RESPONSIBLE TO SEND SAMPLES OF EXISTING SOILS INTENDED FOR USE IN PLANTING AREAS(1 PER 500 CY.)TO TESTING LABORATORY OR UNIVERSITY COOPERATIVE EXTENSION FOR TESTING.ALL TESTING COSTS ARE AT THE CONTRACTOR'S EXPENSE. 2.RECYCLED CRUSHED CONCRETE AND ASPHALT MILLINGS SHALL NOT BE PLACED WITHIN 2'-6"OF FINISH GRADE IN PROPOSED LANDSCAPE AREAS. C 3.IMPORTED FILL SHALL CONTAIN NO CONTAMINATION IN EXCEEDENCE OF THE APPLICABLE STATE ENVIRONMENTAL STANDARDS AND MEET THE ENVIRONMENTAL REQUIREMENTS FOR THE PROJECT. THE CONTRACTOR SHALL PROVIDE DOCUMENTATION OF COMPLIANCE PRIOR TO DELIVERY OF ANY FILL TO THE SITE. 4.CONTRACTOR TO LIGHTLY COMPACT ALL PLACED PLANTING SOILS AND RAISE GRADES ACCORDINGLY TO ALLOW FOR FUTURE SETTLEMENT OF PLANTING SOILS(TYP.) 5.NO STONES,WOOD CHIPS,OR DEBRIS LARGER THAN 1/2"SHALL BE ACCEPTABLE WITHIN PLANTING AREAS. SHADE TREE,REFER TO PLANTING PLAN PLANTINGSOIL 1 CONCRETE PAVING TREE BALL,REMOVE COMPACTED �7 TOP%OF BURLAP Date Description NO. NTS AGGREGATE BASE 2"CRUSHED STONE MULCH Revisions 4 4 CURB N%kJ111111111 ty 16 N C 1 t�ffi CENTRAL LEADER SHALL NOT BE CUT OR DAMAGED '. D is �`'kGSi AzE144� c� <? 0 0 0 0 eft"`�t•tt,attt.ttdtll =I POPO p000G?c?<> <> -- II- o 0 0 0 0 0 0 o =III <> < -III-III- LANGAN T= O O O O O O O O O O O �.,�.:,;;:,;;,':,�,:,:'.,:'.,;:. ..�.:�.r�.��.�':r�.� — PLANTING SOIL G?G'> O P O <> O C> 4 —T FILTER FABRIC Langan Engineering and PLANTING SOIL AS SPECIFIED —I�—III 0 0 0 0 0 0 0 0 0 0 0 G>0 4 0 00 0 0 0 O 0 0 0 0 0 0 0 0 00 ( Environmental Services,Inc. -I 0<>0<>0<>0 0 0 0 0 <, 0 0 I III=III=III 3"MULCH LAYER OVER WEED i�=�=� III —— SAND FILER LAYER BARRIER FABRIC.DO NOT PLACE �'`��'`�`��`�`�`�`0�`�'`�Q Q Q 0 0�'O Q Q Q O`�`�`��'`�`� 100 Cambridge Street,Suite 1310 0 0 o e a o a c < c c =1 1=1 9 MULCH IN CONTACT WITH TREE -� TRUNK. �� G'�G'G'`�0 0 0�'0 0 0 0 0 0 0 0`��0��G'''�G' -—— CRUSHED STONE LAYER Boston,MA 02114 O O O O O O �? 0 O 0 0�?0 0 0 O 'III-l0c 00000<>000000000�ao<a00000000 =-III=III= P 0 P 0 0 CP O 0 P 0 P 0<>0 0 G 0 C>0 0 —III—III—III T:617.824.9100 F:617.824.9101 www.langan.com SET TOP OF ROOTBALL FLUSH TO —III === U G%G>G?G?G?U 0 0 0:?:?0 0 0 0 0 C>0 C>0 C>C>C>C>0 G% GRADE OR 25-50mm(1-2")HIGHER Q p p 0 p 0 p 0 p 0 p 0<,0 Q 0 p o g Q C>O p O IN SLOWLY DRAINING SOILS. l 0 0 0 0 p 0 0 0 0 0 0 0 0 0 0 0 0 0 0 g 0 0 0 0 0 0 — Project IT — DTI ITI TI7— COMPACTED SUBGRADE 0 O O 0 0 0 0 0 0 0 0 O<?P G? G? O O P 0 0 0— REMOVE ALL TWINE ROPE WIRE AND BURLAP — ——- -1-I - FROM TOP HALF OF ROOT BALL AND ALL ��=�= C'`�`�`�`�`��%`�`��%C'C'C'0 0 C'�`'C'C'C'NON—BIODEGRADABLE MATERIAL. —__ C' =111-II�III-III -III= 100mm(4")HIGH EARTH SAUCER =�=�-. ==��T =�=� 149 MAIN STREET, - � I- BEYONO EDGE OF ROOT BALL. - ——— ——I.:.:............................................ NORTH ANDOVER I- IF PLANT IS SHIPPED WITH A WIRE BASKET qll=lll=lll=lll .::..::.:.: AROUND THE ROOT BALL,CUT THE WIRE BASKETIII—�I- E =111�11=111=';:;:::' —111=111�11= IN FOUR PLACES AND FOLD DOWN 200mm(8")INTO -III�II�II-III -�II� PLANTING HOLE. T1-1T1-11T-11T-1T�1 1T1-1T1-11T-11T- 1T1-T1-1T-1T TAMP SOIL AROUND ROOT BALL BASE === ==== ——— — ——— — _ NORTH ANDOVER =1 I�II�1=1 1=1 1=1 1=1 III -III=1 1=1 III FIRMLY WITH FOOT PRESSURE SO THAT II-III-III-III-II-III-III-III-III-III-II-II -III-III-III= -1 1=1 1=1 I�I�1=1 1=1 1=1 1=1 I�I��I�I 1=1 1=1 I�I��I�I 1=1 1=1 I�I��I�I 1=1 1=1 1=I- ESSEX COUNTY MASSACHUSETiS IIIII IIII IIILIIILIIIIILIII-III-1 -I� ROOT BALL DOES NOT SHIFT. -III III=IIIII=III=III=III=III-III�II=II�III=III-Illli l loll-ll�lll-1 1,l ll llll�ll=ll�lll-1 11 111=II Drawing Title =„!;III;III;III I=„III;III;III;III SET ROOT BALL ON UNEXCAVATED li I� I=III=III-III=I I�I��I�I=III- - III I- OR TAMPED SOIL. I1=III-III=III=III=II I1= I I n 2.5 X BALL DIA.MIN. 1.PLANT STAKING SYSTEMS INDICATED ARE SHOWN DIAGRAMMATICALLY.CONTRACTOR IS RESPONSIBLE FOR MAINTAINING STAKING PLANTING DETAIL SYSTEM AT THEIR DISCRETION TO MAINTAIN PLANTS IN A PLUMB CONDITION. 4 STREET TREE PLANTING 11 NTS TREE PLANTING Project No. Drawing No. 2 NTS 151028501 Date 11_21_2022 L P5 02 Drawn By F AS Checked By MH a Date:11/18/2022 Time:16:00 User:akennedy Style Table:Langan.stb Layout:LP502 Document Code:151028501-0301-LP501-0102 ■ A B C ■ E ■ B ■ DESIGN FIRN� B B P O B p B B B B B B B B B B B B B B B B B B B B B B p O B B B B B B B B B B B B B B B B B B B B B B p B B B B B B B B B B B B B B B B B B B B p p B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B p O B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B Joe The Archited LLC B B B B B B B B B B B B B B B B B B B B 8 O O ADA SPOT B ADA SPOT ADA SPOT B B B B B B B B B B B B B B B B B B 343 Med�rd Street,Suite 4C Scinerville,MA 02145 B B B B B B B B B B B B B B B B B B B B t:+1(617 764-3593 e:askjoe@loelhearchitect.com B p B B B B B B B B B B B B B B B B B B B B ww joelhearchiteCpt.com B p B B B B B B B B B B B B B B B B B B B B B B p B B B B B B B B B B B B B B B B B B B B CLIENT p B B B B B B B B B B B B B B B B B B B B p p B B B B B B B B B B B B B B B B B B B B p p p B B B B B B B B B B B B B B B B B B B B B P p B B B B B P B B B B B B B B B B B B B B B P B v v v v v o v v v v v v v v v v v v v v B P B B f B B f B f B P P Second and Mein LLC P B P P B B B B B B B P B B e B B CONSULTPANT P B B B B B B B ,�EFtED AR B Li Ea T B ®® �0Rt0 CeT� B I I B B B B B B p B B B B B B B B B B B ®® � p p SIDEWALK IN 5'-0"OVERHANG B B B B B B B B B B B ® 0708 XB ■ Bii ii V IB B B B B B B B B B B y ■ TO N ON y B p B B B B B B B B B B B e y ASS B B B B B B B B B B B B B Fq[OF IMA B B OFFICE WATER PUMP TRASH B B B B B B B B B B B p p B LOBBY 1.40 1.44 1.45 1.46 B B B B B B B B B B B B B B B BALCONY B B B B B B B B B B B B B B B B B B B B B B 1.41 54 SF SF SF 148 SF 9 a B SEAL FABOVE 500 SF B B B B B B B B B B B B B P p B B B B B B B B B B B B B P B L VESTIBUL B B B B B B B B B B B B B P B \/ B B B B B B B B B B P B B f B L 1.42 64 SF \� \° _________B__________B__________B__________a B_________B__________B__________B__________B__________B__________B__________p_________ B B P p B B B B B B B B B P B B B p B B B B B B P B B P P B P B B UP B B B P B B P B B P P BALCONY B P B p B B B P B B B P P B B ABOVE B B P ELEVATOR ELECTRIC B B B B B B B B B B B B B 5 1.43 1.47 B B B B B B B B B B B p B B B B B B B B B B B p y 725E \ ', 665E B B B B B B B B B B B B 2 6 B B B B B B B B B B B B 2 5 B B B B B B B B B B B B 5 B B B B B B B B B B B B 5 B B B B B B B B B B B B 5 B B B B B B B B B B B B % B B B B B B B B B B B B 5 B B B B B B B B B B B B 5 B B B B B B B B B B B B 6 B B B B B B B B B B B p 6 B B P �® 6 4 P i BIKE ROOM 8 \ 1.39 P 308 SF t BALCONY COMMERCIAL UNIT PROJECT INFORMATION ■ g ABOVE 1.31 6473SF -®`® 0 149 Main Street 6 \ 6 B a 149 Main Street P s North Andover MA 6 6 6 — 6 ' 6 — REV 3/13/2023 3:29:10 PM t i . WARNING: aoemeaohvcticw pb d—l ofthearchtect andtheme mynotbed,pcated sed or6scbsedwith0,tthe.rftewseolthe { —' architect.Contractors to use Architec-1 drawings farset out.Cantraetars to cheek end verify all 3 6 3 Dimensions on Site phor to Construction/Fab,i,hien.Figured Dimensions take precedence over Scaled 6 —' Cirnensions.Any discrepancies sheud be immediately raf—d to the Architect.The proleal manager s hall be notifed in waling of a ny d'rscrepencies poor to proceeding with the k.The scale of drawings may 3 ' change when copied or f—d.All work to—ply IB.C.Regudtions ewornd r,kv,l American Standards. 3 02021 all dghtsreserved ®® ISSUE CHART y BALCONY ' 0 ABOVE ®' N ISSUE GATE 00594 PROJECT NUMBER Checker CHECKED > Approver APPROVED a E 118"=1,-0', SCALE SHEET NAME z 0 U m, 1 1 First Floor NC A110 1181,=1'-0" 4 4 4 PARKING PLAN a w �I SHEET NUMBER a A110-- r� U ■ A ■ E ■ C ■ () ■ E ■ DESIGN FIRM JtA Joe The Architect,LLC 343 Medford Street,Suite 4C Somerville,MA 02145 t+1(617)764-3593 e:askjoe@joethearchltectcom www.joethearch itectcom CLIENT t i Second and Main LLC CONSULTANT EKED AR e B� ❑❑ ❑❑ 0708 h ■ ❑❑ ■ B TON y y ASS J ❑ ❑� 00 o SEAL o ® 0 � o ® o ® o 00 0 0 o� PROJECT INFORMATION ■ O ® 149 Main Street 00E ® moo o0 149 Main Street o North Andover MA 000 ®a o 0 0 o RED 3/13/2023 329:11 PM o o o WARNING: Joe The Archived Inc.all drawin sand woven ma,erial herein wns,ilu,e the on Inaland un ublshed w r o of the arch tea and the samemae eotbedupma,ed road o,discbsed wimoa,ha,,hnenpwnsentM,he 3 a archi,ed to.Comrad0"use Architectural drawings far sat oul.Corhrado,,w check and verify all 7 eimensions on Site priorro Construction/Fabrication.Figured eimensions take precedenw over Scaled eimensions.Any tliscrapancies shoutl be immetliately referretl,a,he Arahi,ect.The pralea,manager shall be no,ified in wiling of any d4eaepareas prier to proceeding with the work.The scale of drawings may o change when copied or f-d.All work to comply wdh I.B.C.Regub[ions end le M American Standards. o ©2021-all his,hts reserved ISSUE CHART 00 Do 00 o� o0 N ISSUE DATE 00594 PROJECT NUMBER 1 Second Floor Checker CHECKED A120 1/8°=1�-� Approver APPROVED a E 118"=1,-0° SCALE SHEET NAME z 0 U Q m �I 24 4 SECOND FLOOR w r a z a wPLAN �I SHEET NUMBER a A120-- r� U ■ A ■ E ■ C ■ f] ■ E ■ DESIGN FIRM JtA Joe The Architect,LLC 343 Medford Street,Suite 4C Somerville,MA 02145 t+1(617)764-3593 e:askjoe@joethearchltectcom www.joethearch itectcom CLIENT t t Second and Main LLC CONSULTANT EKED AR e B� ❑ El❑ ❑❑ 0708 X ■ ■ B TON y 2 ASS �J �FqC OF MPS�PO El El ❑ ❑� ❑ ❑❑ ❑ o SEAL Ll El o ® ❑° O Oo o �� 0 0� Q 2 U LEH ILA o� 00 00 0 0 0 0 O PROJECT INFORMATION ■ 01 ® ® 149 Main Street Oo �o O 149 Main Street North Andover MA REV 3/13/2023 329:12 PM oyam/ O O WARNING: Joe The Archived,l th all drawings and wriven marerialherein d,c,bWre thehatth-,r unpublshed ath of the architect and the same may not be duplcated.used.or discbsed without the written wnsent of Ne rchited.Cemract0"to use Architectural drawings far sat out.Corrado,,w check and verify all Q 9 3 O lmensions on Slte priorro Oonstrucbon/Fabription.Figured Olmenslons take precedence over Scaled 0 Dimensions.Anydiecrepancies shoutl be immediaeely ref—d to the Arahitect.The pralea managerall be notified in w,01ng ofany dteaepandea prierto proceeding wiM the work.The scale of drawings mshay O change when copied or f,,,d.Allwork to cornpy,dh I.B.C.Repoli—end relevant Ameriaen Standards. O ©2021.0 fights reserved ISSUE CHART 00 00 N ISSUE DATE 00594 PROJECT NUMBER Checker CHECKED > Approver APPROVED a E 118"=1,-0° SCALE SHEET NAME z 0 mI Third Floor Plan a A,22 1�8=1_o THIRD FLOOR a w 4 r a z a wPLAN �I SHEET NUMBER a A122-- r� U ■ A ■ E ■ C ■ G ■ E ■ DESIGN FIRM JtA Joe The Architect,LLC 343 Medford Street,Suite 4C Somerville,MA 02145 t+1(617)764-3593 e:askjoe@joethearchltectcom www.joethearch itectcom CLIENT t t Second and Main LLC CONSULTANT EKED AR v`y jO c 0708 • • B TON J5"' �Fq4 OF MP`'SPc. SEAL DN ELEVATOR HEAD HOUSE 2 z RTU AREA PROJECT INFORMATION • 149 Main Street ROOF DECK 149 Main Street North Andover MA REV 3/13/2023 3:29:12 PM WARNNG: Joe The Arah test Inc.alldmw ngsand wruen materal here n mnsl lute the or g naland unpublshed ork of the architect and the aame may not be daps ated.used.or d'scbsed whhoattha�,rt.wrsartm the archhacl.Cemraeto aW ure Arch'teeturaI drawing,far set oat Corraebrs to cheek and verfy all 3 C'mens ona on Ste pror to Constructor/Fatacaton Figured emensars take precedence over Scaled Cimens Dns Any dscrepandes sh,,u be mmedateN refe..d to the Architect.The praleat manager shall be Hotted i,urting of any d'eaeparces prior to proceed'ng wth the work.The scale of dra—gs may change when coped or fexetl Allwork to comply w,th I.B.C.Regu4 tons and relevant Amereen Standards ©2021-A"ghts reserved ISSUE CHART N ISSUE DATE 00594 PROJECT NUMBER Checker CHECKED > Approver APPROVED a 1 Roof Plan 118"=1'-0' SCALE w A123 1/8"=1'-0" SHEET NAME z 0 U Q m �I ROOF PLAN w r s z a w �I SHEET NUMBER a A123-- r� U ■ N ■ e ■ c ■ o ■ e ■ DESIGN FIRM JtA Joe The Architect,LLC 343 Medford Street,Suite 4C Somerville,MA 02145 t+1(617)764-3593 e:askjoe@joethearchltectcom vv wvjoethearchitectcom CLIENT r i Second and Main LLC _ _Roof Plan 42'-0€€ - -- -. CONSULTANT l 0708 ■ f t 1 ■ B TON J5 ASSMEE ElPSSPG.T — -- OF to Third Floor - - 25,4„ SEAL Second Floor �� . I , 2 l 2 3 i t First Floor — ; - 0„ West Elevation_1_Main St. A2oa 1:100 PROJECT INFORMATION • 149 Main Street 149 Main Street North Andover MA _ _Roof Plan 42'-0" REV 3/13/2023 3:29:39 PM wngsandw orgna land uhp,bisA doe meaon�wi me..all ,uan maker al nerenconsl w,e me nRd o of rht n the not I t wth tih vrittn nt ih . o the may o be ca ea ect and e b d.d't,I. a of e I I I II � i � r � �` it '. � '�� '. `�° ' archtecl.Conhacbrs to use Arch reaura dravin sior set ou,ConVacbrsm check and verf a 9 D'mens ons on Ste rorto Conshucton/Fabr Caton F'i ured D'mensons take precedence over Scaled f l 9 s s eimens ons An dsae anceeshoep be emmed to ref dhg,th Archio,k.The raeof mans er shall I i ; r p N pl s I i A I of n of whwrk The fr be o�ed nerAi o a d§cre antes ror,o roceed'n[the o state dawn sma� I 9 1 p P P 9 , / _ :' � . � e nen or faxedAllewrkmc ml.e.c. o�aan s 'I all nghts reserve e han ew etl Re umt drekvan,A ,antlard� ©10N. d co am v,i .. ......... ......... ......... ......... — ......... ......... ......... ......... ........ ......... ......... ..... — _ _ ISSUE CHART _. _ ��— Third Flood 25'4' I I I= I t I' I: -I 1 II I { � Second Floor -� g J POTENTL SIGNAGE POTENTf�SIGNAGE POTENTIAL SIGNAGE .� '� FTTT it I ■ - — _ N ISSUE DATE ii — \� — — - — PROJECT NUMBER —— _ —- — 00594 - � —�_ - _ -- First Flood ---- -- - - — — - CHECKED — — 0" Checker > Approver APPROVED a E 1:100 SCALE o \South Elevation_2nd St. SHEET NAME a A2oo 1:100 m _l 4 4 EXTERNAL w z ELEVATIONS V �l SHEET NUMBER 6; A2008- U ■ A ■ e ■ c ■ D ■ F ■ DESIGN FIRM JtA Joe The Architect,LLC 343 Medford Street,Suite 4C Somerville,MA 02145 t+1(617)764-3593 e:askjoe@joethearchltectcom www.joethearch itectcom CLIENT t t Second and Main LLC - Roof Plan CONSULTANT i I / ER.ED qR Fq 1 ' ___.. Third Floor 25-4 \\ s \\ c..�\\ SEAL — � -� Second Floor i - - 14 0 r" - - - - - - - - - - - - - - - - - - - - - - -First Floor — = - plt 1 1 East Elevation Azo1 1:100 PROJECT INFORMATION • 149 Main Street 149 Main Street North Andover MA _Roof Plan \\ 42'Or REV 3/13/2023 3:29:54 PM .: .... �...�_:._.. Joe TheArch tect lnc..alldrawn sandwrttenmateralherenconstlute theor'naland un ubished,ork ' of the arch tecWed.lhesame may not bedupl aced.used.ord'sct,I.wthaeto,a.ntten wnd ar,f,all he '' �\I'- architect.Contractors to use Arch reaura dravin siorset out Comraclors to chechand verfa 9 D'mens ons on S to Fr or to Constructon/Fabr cat on Figured D'mensons take precedence over Scaled _:2� ': � : _;. '; eda[ere(enetltothe Architect.The ra ec1mana ershall .'.t. oimansofi Anr,itrgPan,y d,seep ha mm N P s . I be norfed nerAing of any d'screpan;,es promo proceed'ngw[h the work.The scale of draw ngs ma/ _ than ewhen co etl or faxetl All work to—plye«AhI.f3.C.ReumtonsantlrelevantAmercat5heaa— {yr--=+--y= ©1021.all nghts reserved _Third Flood =-- — _ 25'4° ISSUE CHART - r .I1, il _ r li „f [7 N— - +s Second Floor w14'-Orr ■ _� _ .: ■ N ISSUE DATE .,....., - _ PROJECT NUMBER - - First Floor 00594 — CHECKED 2 `North Elevation APPROVED a A201 1:100 E 1:100 SCALE SHEET NAME z 0 U Q m �I 4 4 EXTERNAL w z ELEVATIONS �I SHEET NUMBER a A2018- oL- U ■ A ■ B ■ c ■ D ■ E ■ DESIGN FIRM JtA Joe The Architect,LLC 343 Medford Street,Suite 4C Somerville,MA 02145 t:+1(617)764-3593 e:askjoe@joethearchitect.com w .joethearchitect.com CLIENT t t Second and Main LLC Roof Ridge -- CONSULTANT Roof 36'-8" <�RQDAR r c L ■ 2BD2.2 2BD5.2 2BD6.2 1BD1.2 1BD2.2 • BDOUBLE HEIGHT LIGHT WELL _Third Floor 25-4" SEAL COMMON AREA 2BD_2.1 2BD 5.1 \ \ \ 2BD 6.1 \ 1BD 1.1 1BD 2.1 L I 1 1, / STAIR Second Floor 14'011 2 COMMERCIAL SPACE - - COMMERCIAL SPACE - - - - - 2 - - - - SPARKING _First Floor 0" Section at Second Street A210 1181,=1'-0" PROJECT INFORMATION ■ m 149 Main Street 149 Main Street North Andover MA 11/16/2022 10.16.30 AM WARNING: Joe The Architect,Inc.,alldrewinga and written material herein mnstitute the original and unpublshed v-k ofthe architect and the same may net be dupi_d,used.ar diccbead without the ur,,.n--t of the _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Ro_ofRldge� ar,h'eec.Centee-t,seArehuewrelerewin96mrsete,.Ccm anramcheckand�yA A2 Dimensions m Site prior to Censtm,,/Fabx,tien.Figured Dimensions take precedence aver Scaled 4 3 �_O" 3 Dimensions.Any discrepancies sh,dbe immediately referred to the Architect.The prajectmanager s hall be notified in writing of any d'rscrepandes pdor to proceedin,th thev rk.The scale of drawings may change when copied or faxed.Al work too pywith I.B.C.Regulations and relevant American StandaNs. ©2021 a 11 nghts reserved 36'-8" ISSUE CHART 2BD 1.2 2BD 2.2 2BD 3.2 Third Floor 25'-4" ■ 2BD_1.1 2BD_2.1 j 2BD_3.1 ■ N ISSUE DATE - I m Second Floor 00594 PROJECT NUMBER Checker CHECKED Approver APPROVED LOBBY COMMERCIAL SPACE E 1/8"=11-01, SCALE A SHEET NAME a - _1[ First Floor COLOR KEY 4 BUILDING a Section t Main Street w Az10 Section ❑ RESIDENTIAL SECTIONS COMMERCIAL �I SHEET NUMBER a ❑ COMMON SPACE/CIRCULATION ❑ AMENTY SPACE/LIGHT WELL A21 0 U ■ A ■ B ■ c ■ D ■ E ■ DESIGN FIRM JtA Joe The Architect,LLC 343 Medford Street,Suite 4C Somerville,MA 02145 t:+1(617)764-3593 e:askjoe@joethearchitect.com w .joethearchitect.com CLIENT t t Second and Main LLC CONSULTANT EREDAP �R'(O O�T 0708 ■ _ ■ B TON Jy� ti ASS �FqC OF MPSSPG 1BD_4 O SEAL 1 BD_3 ®\ 734 SF Q 2BD_7 PROPOSED AFFORDABLE UNIT ® 2BD-8 1192 SF 625 SF �\ 1223 SF _ ��Em I IO PROPOSED ACCESSABLE UNIT PROPOSED AFFORDABLE UNITca ® � �Cq OE O pO Op \ \\ �B SF \ \ 26D_2 1228 SF ® µ \\\ .. -°- ® 2BD-6 \ PROJECT INFORMATION ' 1078 SF UNIT TYPES LEGEND ■ • 149 Main Street 01 1BD_1 �\ 2BD 5 16D_2 149 Main Street 1256 SF North Andover MA ❑1 BD_3 ❑1BD 4 11/16Y2022 10 32 28 AM 26D I 1 WA Joe Th A ht ct Iltl g d'tt t Ih ttt ih g' dunpublched NG 3 of th h—,dth y tb d pf td d.d'b d ih tth tt t fth 26D_4 b n,[fi,d yd,P t t A h't C Id g f t t C t l t h k d fy 1 2BD2 3 D nwm ng ie yd'a,epa tEb t Eg do' tkp d s1a SI t C 1 C D A— ep h bb d ih i d h A h' Th prjct g hll 'esp,rt,pr,ceed'ng'ih the vrk.The scale of draw ngs may ,hang,when mp'ed or faxed Al v ork 1,—01 ivilh I.B.C.Regulsfons and relevant A-r',an 31a ldards 1052 SF ©2021.a 11 nghts reserved UNITTYPES LEGEND 2BD_3 ISSUE CHART Name Area ❑2BD 4 1 BD_1 739 SF Accessible Unit(Floors 2&3 1BD_2 755 SF 1 BD_3 625 SF ❑2BD_5 113D_4 734 SF Affordable Unit¢loor 2) 2BD_1 1359 SF ❑213D_6 2BD-2 1228 SF 2BD-3 1152SF 2BD_4 1052 SF ❑2BD_7 2BD-5 1256SF ■ �� 2BD-6 1078SF 2BD_7 1192 SF Affordabl=U it(Foors 2&3) ❑213D_8 ■ 2BD-8 1223 SF Accessible Unit(Floors 2&3 N ISSUE DATE 00594 PROJECT NUMBER Checker CHECKED > Approver APPROVED a E 1/8"=11-011 SCALE SHEET NAME E 4 UNIT PLAN_TYP. a (a)Third Floor FLOOR 05 w ry �1 SHEET NUMBER A003E U