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HomeMy WebLinkAbout240916 1101 Turnpike - PLAN Set Revision 1 - Plans - 1101 TURNPIKE STREET 9/16/2024 ite P1 ns A -,Ow 0 112111 siw;11 I 'R A VY ", QN "q� Mpg" 125 ' 5� ""AF 'IN A Nv!, VI "a" �K' rff -10 ":............. d R, A 0 A AX RVhN, qg WK 'a N"",F 5,� A K", 41 14 Al� V 101 Walnut Street "k�"m'i) S Cc PO Box 9151 Watertown, MA 02471 617.924.1770 Applicant Sheet Index Reference Drawings National Grid No. Drawing Title Latest Issue No. Drawing Title Latest Issue 170 Data Drive C 1 .00 Legend and General Notes May 30, 2024 LT1 .00 Photometric Plan August 30, 2024 Waltham, MA 02451 C2.00 Overall Site Plan May 30, 2024 Overview Existing Conditions Survey April 3, 2024 C3.01 Layout and Materials Plan May 30, 2024 C4.01 Grading, Drainage, and Utility Plan September 16, 2024 Existing Conditions Plan April 3, 2024 C5.01 Erosion and Sediment Control Plan September 16, 2024 Detailed Existing Conditions Plan April 3, 2024 Assessor's Map: 107 C6.01 Civil Details May 30, 2024 Detailed Existing Conditions Plan April 3, 2024 Block C C6.02 Civil Details May 30, 2024 C\j CD C\j May 30, 2024 C6.03 Civil Details E Lot 16 1-1 .01 Planting Plan September 16, 2024 U) CD C\j 0 U CD CD ro M C\j LU U) U Of Of 0 n 0 F > CD 0 C� ro 0') 4� SHANE C) C\j —1 C) MICHNIEVVICZ L rn 76 N 6047 U < 0 cl:� co rn V > \\vhb.com\gbl\prof\Wat-LD\16293.00 NGrid N Andover Parking\cad\Id\Planset\1629300_LG.dwg E O u s Legend Abbreviations Notes Exist. Prop. Exist. Prop. General p p General Layout and Materials 00 - - - - PROPERTY LINE `„; """,�";" 0 HEAVY DUTY PAVEMENT 2. CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SECURITY AND JOB SAFETY.CONSTRUCTION ACTIVITIES CONCRETE ABAN ABANDON 1. CONTRACTOR SHALL NOTIFY"DIG-SAFE" (1-888-344-7233)AT LEAST 72 HOURS BEFORE EXCAVATING. 1. DIMENSIONS ARE FROM THE FACE OF CURB, FACE OF BUILDING, FACE OF WALL,AND CENTER LINE OF PROJECT LIMIT LINE ACR ACCESSIBLE CURB RAMP PAVEMENT MARKINGS, UNLESS OTHERWISE NOTED. 0 RIGHT-OF-WAY/PROPERTY LINE BUILDINGS ADJ ADJUST SHALL BE IN ACCORDANCE WITH OSHA STANDARDS AND LOCAL REQUIREMENTS. 2. CURB RADII ARE 3 FEET UNLESS OTHERWISE NOTED. - - - - 3. ACCESSIBLE ROUTES, PARKING SPACES, RAMPS,SIDEWALKS AND WALKWAYS SHALL BE CONSTRUCTED 3. CURBING SHALL BE VERTICAL GRANITE CURB(VGC)WITHIN THE SITE UNLESS OTHERWISE INDICATED EASEMENT RIPRAP APPROX APPROXIMATE IN CONFORMANCE WITH THE FEDERAL AMERICANS WITH DISABILITIES ACT AND WITH STATE AND ON THE PLANS. BUILDING SETBACK CONSTRUCTION EXIT LOCAL LAWS AND REGULATIONS(WHICHEVER ARE MORE STRINGENT). 101 Walnut Street ����� BIT BITUMINOUS 4. SEE ARCHITECTURAL DRAWINGS FOR EXACT BUILDING DIMENSIONS AND DETAILS CONTIGUOUS TO PARKING SETBACK BS BOTTOM OF SLOPE 4. AREAS DISTURBED DURING CONSTRUCTION AND NOT RESTORED WITH IMPERVIOUS SURFACES THE BUILDING, INCLUDING SIDEWALKS, RAMPS, BUILDING ENTRANCES,STAIRWAYS, UTILITY PO Box 9151 10+00 27.35 TCx 27.35 TCx TOP OF CURB ELEVATION (BUILDINGS, PAVEMENTS,WALKS,ETC.) SHALL RECEIVE 6 INCHES LOAM AND SEED. PENETRATIONS,CONCRETE DOOR PADS,COMPACTOR PAD, LOADING DOCKS, BOLLARDS, ETC. BASELINE -- 26.85 BCx 26.85 BCx BOTTOM OF CURB ELEVATION BWLL BROKEN WHITE LANE LINE 5. WITHIN THE LIMITS OF THE BUILDING FOOTPRINT,THE SITE CONTRACTOR SHALL PERFORM 5. PROPOSED BOUNDS AND ANY EXISTING PROPERTY LINE MONUMENTATION DISTURBED DURING Watertown, MA 02471 CONSTRUCTION LAYOUT EARTHWORK OPERATIONS REQUIRED UP TO SUBGRADE ELEVATIONS. CONSTRUCTION SHALL BE SET OR RESET BY A PROFESSIONAL LAND SURVEYOR. 617.924.1 770 132.75 x 132.75 x SPOT ELEVATION CONC CONCRETE ----- ----- ZONING LINE 45.0 TW 45.0 TW 6. WORK WITHIN THE LOCAL RIGHTS-OF-WAY SHALL CONFORM TO LOCAL MUNICIPAL STANDARDS. 6. PRIOR TO START OF CONSTRUCTION,CONTRACTOR SHALL VERIFY EXISTING PAVEMENT ELEVATIONS AT 38.5 BWx 38.5 BWx TOP&BOTTOM OF WALL ELEVATION DYCL DOUBLE YELLOW CENTER LINE WORK WITHIN STATE RIGHTS-OF-WAY SHALL CONFORM TO THE LATEST EDITION OF THE STATE INTERFACE WITH PROPOSED PAVEMENTS,AND EXISTING GROUND ELEVATIONS ADJACENT TO TOWN LINE HIGHWAY DEPARTMENTS STANDARD SPECIFICATIONS FOR HIGHWAYS AND BRIDGES. DRAINAGE OUTLETS TO ASSURE PROPER TRANSITIONS BETWEEN EXISTING AND PROPOSED FACILITIES. BORING LOCATION EL ELEVATION LIMIT OF DISTURBANCE TEST PIT LOCATION 7. UPON AWARD OF CONTRACT,CONTRACTOR SHALL MAKE NECESSARY CONSTRUCTION NOTIFICATIONS ELEV ELEVATION AND APPLY FOR AND OBTAIN NECESSARY PERMITS, PAY FEES,AND POST BONDS ASSOCIATED WITH Demolition Q MW WETLAND LINE WITH FLAG THE WORK INDICATED ON THE DRAWINGS, IN THE SPECIFICATIONS,AND IN THE CONTRACT �" � MONITORING WELL EX EXISTING DOCUMENTS. DO NOT CLOSE OR OBSTRUCT ROADWAYS,SIDEWALKS,AND FIRE HYDRANTS,WITHOUT 1. CONTRACTOR SHALL REMOVE AND DISPOSE OF EXISTING MANMADE SURFACE FEATURES WITHIN THE FLOODPLAIN APPROPRIATE PERMITS. LIMIT OF WORK INCLUDING BUILDINGS,STRUCTURES, PAVEMENTS,SLABS,CURBING, FENCES, UTILITY LID UD UNDERDRAIN FDN FOUNDATION POLES,SIGNS, ETC. UNLESS INDICATED OTHERWISE ON THE DRAWINGS. REMOVE AND DISPOSE OF BLSF 12'D 12"D» BORDERING LAND SUBJECT 8. TRAFFIC SIGNAGE AND PAVEMENT MARKINGS SHALL CONFORM TO THE MANUAL ON UNIFORM EXISTING UTILITIES, FOUNDATIONS AND UNSUITABLE MATERIAL BENEATH AND FORA DISTANCE OF 10 FFE FIRST FLOOR ELEVATION TO FLOODING � ' '�� �'� m DRAIN TRAFFIC CONTROL DEVICES. FEET BEYOND THE PROPOSED BUILDING FOOTPRINT INCLUDING EXTERIOR COLUMNS. BZ WETLAND BUFFER ZONE 6"RD ... - 6 RD» ROOF DRAIN GRAN GRANITE 9. AREAS OUTSIDE THE LIMITS OF PROPOSED WORK DISTURBED BY THE CONTRACTOR'S OPERATIONS 2. EXISTING UTILITIES SHALL BE TERMINATED, UNLESS OTHERWISE NOTED, IN CONFORMANCE WITH NDz 12"S� 12"S SHALL BE RESTORED BY THE CONTRACTOR TO THEIR ORIGINAL CONDITION AT THE CONTRACTOR'S LOCAL,STATE AND INDIVIDUAL UTILITY COMPANY STANDARD SPECIFICATIONS AND DETAILS.THE NO DISTURB ZONE - SEWER GTD GRADE TO DRAIN EXPENSE. CONTRACTOR SHALL COORDINATE UTILITY SERVICE DISCONNECTS WITH THE UTILITY FM FM REPRESENTATIVES. 200'RA 200' RIVERFRONT AREA ............. z.. znnnnnna - FORCE MAIN LA LANDSCAPE AREA 10. IN THE EVENT THAT SUSPECTED CONTAMINATED SOIL,GROUNDWATER,AND OTHER MEDIA ARE OHW ------ OHW OVERHEAD WIRE ENCOUNTERED DURING EXCAVATION AND CONSTRUCTION ACTIVITIES BASED ON VISUAL,OLFACTORY, 3. CONTRACTOR SHALL DISPOSE OF DEMOLITION DEBRIS IN ACCORDANCE WITH APPLICABLE FEDERAL, LOD LIMIT OF DISTURBANCE OR OTHER EVIDENCE,THE CONTRACTOR SHALL STOP WORK IN THE VICINITY OF THE SUSPECT STATE AND LOCAL REGULATIONS,ORDINANCES AND STATUTES. GRAVEL ROAD 6"W 6"W WATER MATERIAL TO AVOID FURTHER SPREADING OF THE MATERIAL,AND SHALL NOTIFY THE OWNER EOP EOP MAX MAXIMUM IMMEDIATELY SO THAT THE APPROPRIATE TESTING AND SUBSEQUENT ACTION CAN BE TAKEN. 4 THE DEMOLITION LIMITS DEPICTED IN THE PLANS IS INTENDED TO AID THE CONTRACTOR DURING THE EDGE OF PAVEMENT 4"FP -4"FP- FIRE PROTECTION BIDDING AND CONSTRUCTION PROCESS AND IS NOT INTENDED TO DEPICT EACH AND EVERY ELEMENT BB BB BITUMINOUS BERM MIN MINIMUM 11. CONTRACTOR SHALL PREVENT DUST,SEDIMENT,AND DEBRIS FROM EXITING THE SITE AND SHALL BE OF DEMOLITION.THE CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING THE DETAILED SCOPE OF 2"DW DOMESTIC WATER RESPONSIBLE FOR CLEANUP, REPAIRS AND CORRECTIVE ACTION IF SUCH OCCURS. DEMOLITION BEFORE SUBMITTING ITS BID/PROPOSAL TO PERFORM THE WORK AND SHALL MAKE NO BC BC BITUMINOUS CURB 3"G G GAS NIC NOT IN CONTRACT CLAIMS AND SEEK NO ADDITIONAL COMPENSATION FOR CHANGED CONDITIONS OR UNFORESEEN OR 12. DAMAGE RESULTING FROM CONSTRUCTION LOADS SHALL BE REPAIRED BY THE CONTRACTOR AT NO LATENT SITE CONDITIONS RELATED TO ANY CONDITIONS DISCOVERED DURING EXECUTION OF THE CC CC CONCRETE CURB E E ELECTRIC NTS NOT TO SCALE ADDITIONAL COST TO OWNER. WORK. CG CURB AND GUTTER STM STM- PERF PERFORATED STEAM 13. CONTRACTOR SHALL CONTROL STORMWATER RUNOFF DURING CONSTRUCTION TO PREVENT ADVERSE 5. UNLESS OTHERWISE SPECIFICALLY PROVIDED ON THE PLANS OR IN THE SPECIFICATIONS,THE ENGINEER CC ECC EXTRUDED CONCRETE CURB T IMPACTS TO OFF SITE AREAS,AND SHALL BE RESPONSIBLE TO REPAIR RESULTING DAMAGES, IF ANY,AT HAS NOT PREPARED DESIGNS FOR AND SHALL HAVE NO RESPONSIBILITY FOR THE PRESENCE, TELEPHONE PROP PROPOSED NO COST TO OWNER. DISCOVERY, REMOVAL,ABATEMENT OR DISPOSAL OF HAZARDOUS MATERIALS,TOXIC WASTES OR CC MCC POLLUTANTS AT THE PROJECT SITE.THE ENGINEER SHALL NOT BE RESPONSIBLE FOR ANY CLAIMS OF MONOLITHIC CONCRETE CURB FA FIRE ALARM REM REMOVE 14. THIS PROJECT DISTURBS MORE THAN ONE ACRE OF LAND AND FALLS WITHIN THE NPDES LOSS,DAMAGE, EXPENSE, DELAY, INJURY OR DEATH ARISING FROM THE PRESENCE OF HAZARDOUS CC FCC PRECAST CONC.CURB CATV CONSTRUCTION GENERAL PERMIT(CGP) PROGRAM AND EPA JURISDICTION. PRIOR TO THE START OF MATERIAL AND CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE ENGINEER FROM ANY CABLE TV RET RETAIN CONSTRUCTION CONTRACTOR IS TO FILE A CGP NOTICE OF INTENT WITH THE EPA AND PREPARE A CLAIMS MADE IN CONNECTION THEREWITH. MOREOVER,THE ENGINEER SHALL HAVE NO $GE 5GE SLOPED GRAN. EDGING STORMWATER POLLUTION PREVENTION PLAN IN ACCORDANCE WITH THE NPDES REGULATIONS. ADMINISTRATIVE OBLIGATIONS OF ANY TYPE WITH REGARD TO ANY CONTRACTOR AMENDMENT VGC VGC O CATCH BASIN CONCENTRIC R&D REMOVE AND DISPOSE CONTRACTOR SHALL CONFIRM THE OWNER HAS ALSO FILED A NOTICE OF INTENT WITH THE EPA. INVOLVING THE ISSUES OF PRESENCE, DISCOVERY,REMOVAL,ABATEMENT OR DISPOSAL OF ASBESTOS VERT.GRAN.CURB OR OTHER HAZARDOUS MATERIALS. LIMIT OF CURB TYPE CATCH BASIN ECCENTRIC R&R REMOVE AND RESET UtIIIt12S DOUBLE CATCH BASIN CONCENTRIC - - - - - SAWCUT SWEL SOLID WHITE EDGE LINE Erosion Control O DOUBLE CATCH BASIN ECCENTRIC 1. THE LOCATIONS,SIZES,AND TYPES OF EXISTING UTILITIES ARE SHOWN AS AN APPROXIMATE SWLL SOLID WHITE LANE LINE REPRESENTATION ONLY.THE OWNER OR ITS REPRESENTATIVE(S) HAVE NOT INDEPENDENTLY VERIFIED 1. PRIOR TO STARTING ANY OTHER WORK ON THE SITE,THE CONTRACTOR SHALL NOTIFY APPROPRIATE IL ® GUTTER INLET THIS INFORMATION AS SHOWN ON THE PLANS.THE UTILITY INFORMATION SHOWN DOES NOT AGENCIES AND SHALL INSTALL EROSION CONTROL MEASURES AS SHOWN ON THE PLANS AND AS Z Z / BUILDING TS TOP OF SLOPE GUARANTEE THE ACTUAL EXISTENCE,SERVICEABILITY,OR OTHER DATA CONCERNING THE UTILITIES, IDENTIFIED IN FEDERAL,STATE,AND LOCAL APPROVAL DOCUMENTS PERTAINING TO THIS PROJECT. O DRAIN MANHOLE CONCENTRIC NOR DOES IT GUARANTEE AGAINST THE POSSIBILITY THAT ADDITIONAL UTILITIES MAY BE PRESENT �EN BUILDING ENTRANCE TYP TYPICAL THAT ARE NOT SHOWN ON THE PLANS. PRIOR TO ORDERING MATERIALS AND BEGINNING 2. CONTRACTOR SHALL INSPECT AND MAINTAIN EROSION CONTROL MEASURES ONCE EVERY SEVEN (7) O O DRAIN MANHOLE ECCENTRIC CONSTRUCTION,THE CONTRACTOR SHALL VERIFY AND DETERMINE THE EXACT LOCATIONS,SIZES,AND CALENDAR DAYS AND WITHIN 24 HOURS OF THE OCCURRENCE OF A STORM EVENT THAT PRODUCES �LD LOADING DOCK ELEVATIONS OF THE POINTS OF CONNECTIONS TO EXISTING UTILITIES AND,SHALL CONFIRM THAT 0.25 INCHES OR MORE OF RAIN WITHIN A 24-HOUR PERIOD,OR WITHIN 24 HOURS OF A SNOWMELT TD ® TRENCH DRAIN utility BOLLARD THERE ARE NO INTERFERENCES WITH EXISTING UTILITIES AND THE PROPOSED UTILITY ROUTES, DISCHARGE FROM A STORM EVENT THAT PRODUCES 3.25 INCHES OR MORE OF SNOW WITHIN A 11 1 PLUG OR CAP INCLUDING ROUTES WITHIN THE PUBLIC RIGHTS OF WAY. 24-HOUR PERIOD.THE CONTRACTOR SHALL ADDRESS DEFICIENCIES AND MAINTENANCE ITEMS WITHIN Q Q DUMPSTER PAD CB CATCH BASIN TWENTY-FOUR HOURS OF INSPECTION.CONTRACTOR SHALL PROPERLY DISPOSE OF SEDIMENT SUCH �o 0o CLEANOUT 2. WHERE AN EXISTING UTILITY IS FOUND TO CONFLICT WITH THE PROPOSED WORK,OR EXISTING THAT IT DOES NOT ENCUMBER OTHER DRAINAGE STRUCTURES AND PROTECTED AREAS. SIGN CMP CORRUGATED METAL PIPE CONDITIONS DIFFER FROM THOSE SHOWN SUCH THAT THE WORK CANNOT BE COMPLETED AS FLARED END SECTION INTENDED,THE LOCATION, ELEVATION,AND SIZE OF THE UTILITY SHALL BE ACCURATELY DETERMINED 3. CONTRACTOR SHALL BE FULLY RESPONSIBLE TO CONTROL CONSTRUCTION SUCH THAT DOUBLE SIGN CO CLEANOUT WITHOUT DELAY BY THE CONTRACTOR,AND THE INFORMATION FURNISHED IN WRITING TO THE SEDIMENTATION SHALL NOT AFFECT REGULATORY PROTECTED AREAS,WHETHER SUCH HEADWALL OWNER'S REPRESENTATIVE FOR THE RESOLUTION OF THE CONFLICT AND CONTRACTOR'S FAILURE TO SEDIMENTATION IS CAUSED BY WATER,WIND,OR DIRECT DEPOSIT. DCB DOUBLE CATCH BASIN NOTIFY PRIOR TO PERFORMING ADDITIONAL WORK RELEASES OWNER FROM OBLIGATIONS FOR T T STEEL GUARDRAIL O SEWER MANHOLE CONCENTRIC DMH DRAIN MANHOLE ADDITIONAL PAYMENTS WHICH OTHERWISE MAY BE WARRANTED TO RESOLVE THE CONFLICT. 4. CONTRACTOR SHALL PERFORM CONSTRUCTION SEQUENCING SUCH THAT EARTH MATERIALS ARE EXPOSED FORA MINIMUM OF TIME BEFORE THEY ARE COVERED,SEEDED,OR OTHERWISE STABILIZED • WOOD GUARDRAIL O SEWER MANHOLE ECCENTRIC 3. SET CATCH BASIN RIMS,AND INVERTS OF SEWERS, DRAINS,AND DITCHES IN ACCORDANCE WITH TO PREVENT EROSION. CIP CAST IRON PIPE ELEVATIONS ON THE GRADING AND UTILITY PLANS. CS CS 5. UPON COMPLETION OF CONSTRUCTION AND ESTABLISHMENT OF PERMANENT GROUND COVER, PATH CURB STOP& BOX COND CONDUIT 4. RIM ELEVATIONS FOR DRAIN MANHOLES, ELECTRIC AND TELEPHONE PULL BOXES,AND MANHOLES, CONTRACTOR SHALL REMOVE AND DISPOSE OF EROSION CONTROL MEASURES AND CLEAN SEDIMENT WV WV AND OTHER SUCH ITEMS,ARE APPROXIMATE AND SHALL BE SET/RESET AS FOLLOWS: AND DEBRIS FROM ENTIRE DRAINAGE AND SEWER SYSTEMS. 1WYYZ TREE LINE WATER VALVE&BOX DIP DUCTILE IRON PIPE A. PAVEMENTS AND CONCRETE SURFACES: FLUSH WIRE FENCE Tip TAPPING SLEEVE,VALVE &BOX FES FLARED END SECTION Existing Conditions Information B. ALL SURFACES ALONG ACCESSIBLE ROUTES: FLUSH National Grid FENCE FIRE DEPARTMENT CONNECTION FM FORCE MAIN 1. BASE PLAN: THE PROPERTY LINES,TOPOGRAPHY,AND PHYSICAL FEATURES ARE BASED ON THE PLANS HYD 'b' FIRE HYDRANT C. LANDSCAPE, LOAM AND SEED,AND OTHER EARTH SURFACE AREAS: ONE INCH ABOVE "OVERVIEW EXISTING CONDITIONS SURVEY," "EXISTING CONDITIONS PLAN,"AND "DETAILED EXISTING STOCKADE FENCE F&G FRAME AND GRATE SURROUNDING AREA AND TAPER EARTH TO THE RIM ELEVATION. CONDITIONS PLAN" BY TFMORAN INC., REVISED APRIL 3,2024. Merrimack Valley WM OOOOOp STONE WALL ° WATER METER PTV PTV F&C FRAME AND COVER 5. THE LOCATION,SIZE, DEPTH,AND SPECIFICATIONS FOR CONSTRUCTION OF PROPOSED PRIVATE UTILITY A. DELINEATION OF THE WETLANDS AND PLACEMENT OF THE FLAGS WAS PERFORMED BY VHB ON O&M Facility RETAINING WALL POST INDICATOR VALVE SERVICES SHALL BE INSTALLED ACCORDING TO THE REQUIREMENTS PROVIDED BY,AND APPROVED BY, MAY 12,2023. OW WATER WELL GI GUTTER INLET THE RESPECTIVE UTILITY COMPANY(GAS,TELEPHONE, ELECTRIC, FIRE ALARM, ETC.). FINAL DESIGN STREAM/POND/WATER COURSE LOADS AND LOCATIONS TO BE COORDINATED WITH OWNER AND ARCHITECT. 2. TOPOGRAPHY: ELEVATIONS ARE BASED ON NAVD 88. GT GREASE TRAP 1101 Turnpike Street DETENTION BASIN ®0 ®0 GAS GATE 6. CONTRACTOR SHALL MAKE ARRANGEMENTS FORAND SHALL BE RESPONSIBLE FOR PAYING FEES FOR 3. DRAINAGE TEST PITS WERE OBSERVED BY VHB ON MARCH 13,2024. HDPE HIGH DENSITY POLYETHYLENE PIPE POLE RELOCATION AND FOR THE ALTERATION AND ADJUSTMENT OF GAS, ELECTRIC,TELEPHONE, FIRE North Andover, Massachusetts 01845 HAY BALES GAS METER ❑M ❑M ALARM,AND ANY OTHER PRIVATE UTILITIES,WHETHER WORK IS PERFORMED BY CONTRACTOR OR BY 3x SILT FENCE HH HANDHOLE THE UTILITIES COMPANY. Document Use No. Revision Date Appvd. •EMH ELECTRIC MANHOLE SILT SOCK/STRAW WATTLE EM HW HEADWALL 7. UTILITY PIPE MATERIALS SHALL BE AS FOLLOWS, UNLESS OTHERWISE NOTED ON THE PLAN: 1. THESE PLANS AND CORRESPONDING CADD DOCUMENTS ARE INSTRUMENTS OF PROFESSIONAL - ❑ ELECTRIC METER SERVICE,AND SHALL NOT BE USED,IN WHOLE OR IN PART, FOR ANY PURPOSE OTHER THAN FOR HYD HYDRANT A. STORM DRAINAGE PIPES SHALL BE REINFORCED CONCRETE PIPE(RCP). WHICH IT WAS CREATED WITHOUT THE EXPRESSED,WRITTEN CONSENT OF VHB.ANY UNAUTHORIZED 0 4 4 MINOR CONTOUR * LIGHT POLE USE, REUSE, MODIFICATION OR ALTERATION, INCLUDING AUTOMATED CONVERSION OF THIS ° INV INVERT ELEVATION B. PIPE INSTALLATION AND MATERIALS SHALL COMPLY WITH THE STATE PLUMBING CODE WHERE DOCUMENT SHALL BE AT THE USER'S SOLE RISK WITHOUT LIABILITY OR LEGAL EXPOSURE TO VHB. 20 20 MAJOR CONTOUR TMH APPLICABLE.CONTRACTOR SHALL COORDINATE WITH LOCAL PLUMBING INSPECTOR PRIOR TO TELEPHONE MANHOLE 1= INVERT ELEVATION BEGINNING WORK. 2. CONTRACTOR SHALL NOT RELY SOLELY ON ELECTRONIC VERSIONS OF PLANS,SPECIFICATIONS,AND 10 10 PARKING COUNT ❑T ❑T TRANSFORMER PAD DATA FILES THAT ARE OBTAINED FROM THE DESIGNERS, BUT SHALL VERIFY LOCATION OF PROJECT LP LIGHT POLE 8. CONTRACTOR SHALL COORDINATE WITH ELECTRICAL CONTRACTOR AND SHALL FURNISH EXCAVATION, FEATURES IN ACCORDANCE WITH THE PAPER COPIES OF THE PLANS AND SPECIFICATIONS THAT ARE C10 COMPACT PARKING STALLS INSTALLATION,AND BACKFILL OF ELECTRICAL FURNISHED SITEWORK RELATED ITEMS SUCH AS PULL SUPPLIED AS PART OF THE CONTRACT DOCUMENTS. a + DYL DYL UTILITY POLE MES METAL END SECTION BOXES,CONDUITS, DUCT BANKS, LIGHT POLE BASES,AND CONCRETE PADS. SITE CONTRACTOR SHALL o DOUBLE YELLOW LINE FURNISH CONCRETE ENCASEMENT OF DUCT BANKS IF REQUIRED BY THE UTILITY COMPANY AND AS 3. SYMBOLS AND LEGENDS OF PROJECT FEATURES ARE GRAPHIC REPRESENTATIONS AND ARE NOT 777 ~ GUY POLE PIV POST INDICATOR VALVE INDICATED ON THE DRAWINGS. NECESSARILY SCALED TO THEIR ACTUAL DIMENSIONS OR LOCATIONS ON THE DRAWINGS.THE Issued for Date SL SL STOP LINE CONTRACTOR SHALL REFER TO THE DETAIL SHEET DIMENSIONS, MANUFACTURERS' LITERATURE,SHOP May 3O, 2024 C\Jo ������������� GUY WIRE&ANCHOR PWW PAVED WATER WAY 9. ALL DRAINAGE AND SANITARY STRUCTURE INTERIOR DIAMETERS(4' MIN.) SHALL BE DETERMINED BY DRAWINGS AND FIELD MEASUREMENTS OF SUPPLIED PRODUCTS FOR LAYOUT OF THE PROJECT Local Approvals Y m CROSSWALK HH HH THE MANUFACTURER BASED ON THE PIPE CONFIGURATIONS SHOWN ON THESE PLANS AND LOCAL FEATURES. N HAND HOLE PVC POLYVINYLCHLORIDE PIPE MUNICIPAL STANDARDS. FOR MANHOLES THAT ARE 20 FEET IN DEPTH AND GREATER,THE MINIMUM ACCESSIBLE CURB RAMP El 06 PULL BOX DIAMETER SHALL BE 5 FEET. RCP REINFORCED CONCRETE PIPE Not Approved for Construction >; ACCESSIBLE PARKING Drawing Title ra _0 R= RIM ELEVATION L VAN-ACCESSIBLE PARKING -- -- VAN Match Line MATCHLINE RIM= RIM ELEVATION • • , • General Notes See Sheet C1.01 0 SMH SEWER MANHOLE a o TSV TAPPING SLEEVE,VALVE AND BOX O 1 UG UNDERGROUND Q = UP UTILITY POLE U aDrawing Number rn m Ln � OF Mass 9c N oaf SHANE �G�` C1000 Lr o MICHNIEWICZ CIVIL ro No.56047 O 9 p Sheet of ra ss�o N�a�� 1 9 >, Project Number ra 16293.00 \\vhb.com\gbl\prof\Wat-LD\16293.00 NGrid N Andover Parking\cad\Id\Planset\1629300_OSP.dwg E O u s Zoning Summary Chart > Zoning District: Industrial 1 (1-1) Zoning Regulation Requirements Required* Provided FRONT PARKING SETBACK 5 Feet 71 Feet ♦ SIDE PARKING SETBACK 3 Feet 118 Feet REAR PARKING SETBACK 3 Feet 528 Feet �- *Zoning'"� ♦ Regulation Requirements As Specified In Town Of North Andover Zoning Bylaws Accessed 2024-02-08 71 101 Walnut Street ��, __ �� ♦ PO Box 9151 ♦ _ �;: 5' FRONT PARKING cK o a SETBACK •♦ Watertown, MA 02471 3co s� p,RK�No SE1gAq �► 617.924.1770 PROPOSED LIMIT ;' OF WORK 0�,��c` ♦ / /'4/1 F f rrr i i.... ♦ /, / j -40 .�� /RP, �♦ " PROPOSED I R A „" 1 ♦ �, � OP ED L MIT 200 , 11 rN �,.. 5 Z8 P OZ r; Q /�� � 5© 711 o, / i F 100,8 p tip` 3' REAR PARKING SETBACK SDtip O FT s p F v,,,,,,, . 7 Cd IC aN 5 i �� `J /lf f " / f U 1„ ze,00� 0 0 �. N \ �0 ` b 5p ND o y. s' //i!/r 2 2 ayo Sep 7/// ��. D o p_ ...,.. . m � „ ` 50 ��• j , 1� raaoz YBooz l� 200 FT 200 FT. �o R/ NT Rll/ER FRONT BZ o ER FRO a F AREA a , �/NE AREA in Y F o O 2 20 % ti0� ze oo1 r�d . � ze.00i r 0 40 80 160Feet National Grid . . :.: ,.. .: .... Merrimack Valley O&M Facility 1101 Turnpike Street North Andover, Massachusetts 01845 No. Revision Date Appvd. Ara � O / 00 U 00 100 _. o Issued for Date Local Approvals May 30, 2024 CD iv 3' SIDE PARKING SETBACK Not Approved for Construction m F , 5Drawing Title Overall Site Plan FT 00 0 0 �v / V Drawing Number o O F MAs 0 m oa��P� 59��G� m N SHANE C2 * 00 N o MICHNIEWICZ ni " CIVIL C N O.56047 ra o�FeG ss��N A����G Sheet 2 of h L jx f Ln Project Number ra - ,,F 16293.00 \\vhb.com\gbl\prof\Wat-LD\16293.00 NGrid N Andover Parking\cad\Id\Planset\1629300_LM.dwg .... Parking Summary Chart Sign Summary Size Spaces �� �� \ M.U.T.C.D. Specification > Description Required Provided Required Provided \ �� Number Width Height Desc. STANDARD SPACES 9'x 18' 9'x 18' N/A 69 � � ,=,�", � RESERVED ELECTRIC CHARGING SPACES 9'x 18' 9'x 18' - 7 PARKING :.: R7-8 12" 18" Old STANDARD ACCESSIBLE SPACES 8'x 18' 8.5'x 18' 2 2 /""" \ \♦ 00 VAN ACCESSIBLE SPACES 8'x 18' 8.5'x 18' 1 1 e TOTAL SPACES — 79 ;.:.:.. \ R7-8aP 12" 6" VAN ACCESSIBLE ADA/STATE/LOCAL REQUIREMENTS10 , ,...... G SETBPCK �'Fi � 3 s�o�pARKw �sF� � D9-11B 12" 18" 101 Walnut Street co PO Box 9151 W Watertown, MA 02471 r D9-11BP 12" 12" 617.924.1770 RETAIN GRAVEL s , r r PATH OUTSIDE LIMIT OF WORK \ SP-1 12" 6" PROPOSED LIMIT OF WORK / / \ STANDARD DUTY PAVEMENT71 01 /.1 11001*1-11 s � 61 // v N, 71 PROTECT AND RETAIN EXISTING / LANDSCAPED AREA PROTECT AND �A RETAIN EXISTING SITE SIGNAGE REMOVE GRAVEL PATH D9-11 B&WITHIN L �� WORK LIMIT OF D9-11 BP A// LA / A 11001* / Aco WOOD 79 >d,, „ GUARDRAIL OL J 0 RETAINING WALL /F WITH FENCE l \ t LA EXISTING,FLAGPOLE 5Q�?' TO BE RELOCATED. VGC SEE LA PLANS 18' QP g1. / Aco J / \ 0 10 20 40 Feet co R7-8 � 200'RA LAQl / 200'RA 200'R • • � /�� National Grid - / PROPOSED LIMIT OF WORK Z 90 � �pFtP GRAVEL�WET�,:AD�D '- Merrimack Valley AN QO'RA �,,,,.. �� R7-8aP / � R ,R :.. ...... 3� _ O&M Fa cility ity 1 ND 20 • � 0'RA 1101 Turnpike Street `�' ' � North Andover, Massachusetts 01845 CURB CUT FOR DRAINAGE / No. Revision Date Appvd. �ooe� D9-11 B, D9-11 BP, &SP-1 `, g, / °oa ti� EV CHARGER(TYP) ` f D9-11 B& ` CA P 50'NDZ MATCH EXISTING o o -, �� EDGE OF PAVEMENT ,o o m REMOVE PORTION OF 5pN01 �� EXISTING GUARDRAIL ` Issued for Date N 5orv�z °tioz Local Approvals May 30, 2024 CDO z N SAWCUT N r tih�o 25 ND � ti % Not Approved for Constructi on 0o Drawing o ti CA Layout • • Materials • O O tiOPP S4 6,2CO- o ti a a O 0/0 r .... %/r/� �O Ica. ... �..., ��rr PC, U50N r 7 Drawing Number 101 CD C\J ����� �9c r C3 * 01 SHANE o MICHNIEWICZ n CD -+ rr " CIVIL `n > No.56047 k" , Sheet of OF �FGISIE� � \� NA� � 3 9 Ln h L Project Number ✓✓✓ 16293.00 \\vhb\gbl\proj\Wat-LD\16293.00 NGrid N Andover Parking\cad\Id\Planset\1629300_GD.dwg E V 00 o „- 00 00 r a. ' 101 Walnut a Street t PO Box 9151 Watertown, MA 02471 r � 231.5 617.924.1770 / 230(:2.3 ID PROTECT AND RETAIN } EXISTING ELECTRIC LINES / '- 229 DURING CONSTRUCTION PROPOSED LIMIT OF WORK 228 i;.. '-; GTE, v,► 227.4 TC 227.6 TC J ' 227.1 BC �:, ..... 226.9 BC 7 ... ; 229.5 ,..... r � ///, REROUTE TELECOM LINE,,.,:,,: 7 � '; 3:1 SLOPE " 23� / 228.0 TC 227 5 BC c� Z / / 225 3 TC REROUTE /,, 2 ' 2248 Bc ELECTRICAL ! '`, N r N M 3 CONDUITS N N s 0 / i 229 / 226 9 TC 227 3 BC 2 3:1 SLOPE / / 22a 2z � 227oBw ///„ �` 225.2 TC S ' / 227.8TW 224.7 BC 1 I , 226.3 BC �� / lo� L r4 ANOUT (TYP) 22 zzs 6 / 26 .. �' / 2:,1'SLOPE ,,,, GE c , U 22,T6 TC 227.1 BC �,. 227.6TW " 2 223.4 TC222.9 3C 3:1 SLOPE, , 21 225 2 TC - 1.04 C B RIM=222 20 ;:':.' ,, i 224.7 BC ��` 1 (� 2150, ti �M Z ` ,INV=219.20 ._OUT� � � 3 ✓ ti�� 225.1 TC Al 2245 BC 5 223 o TC °; GRAVEL WETLAND - ADJUST 105 OCS RIM TO GRADE / � zzz 5 Bc ." 2 Q RIM 218.50 INV-210.06. IN , " CLEANOUT 102 DMH ' '"' " � „" INV215 00 �� IN `, ......,,,, 2 �� - � � � IN -212.57 .OUT.,, �`: RIM=222.63 ✓ 4 (TYP) / 222.9 TC INV-218.60 194,. 214.5 N r. ," N 222.4 BC j i %, " FES ", ), / INV-219.00 103 w /. Q _ INV 212.00 1.05 .. .,., Co INV=218.50 ,OUT 1� / 2 r 223.0 TC i 222.5 BC' Z Z3 i225.1 TC �ro PROP. LIGHT POLE. / ; CATCH BASIN TO BE i REMOVED& DRAIN PIPES TO j SEE LIGHTING OVERFLOW STONE pLA{ `' YP 223.1 TC 6 BE ABANDONED IN PLACE (T ) 3 s,j 222 6 BC - 20 " 223.2 TC � �'� NV 217 50 �,�"� SWALE I 222.7 BC 12"RCP 21� ,' 2 I 200'R� 0,�- 2oo'R ' 0 0 10 20 40 Feet w � ", 6` 21$ � 2A6 PROPOSED LIMIT 222.9 N 222 8,TC 224.9 TC, / / / ., , .. 222:3 BC 2244 BC 217.5 OF WORK / 223.3 TC So N .. P • • 223.6 TC 222.8 BC Q� !p R % H i o 2°0 m O� ti National Grid ,., / / V223.1 BC 100'DZ ' PERFORATED - o " 200'RA00' q % . 100"0Z j RISERS (TYP) .. � (T P o 'ho �23 0 TC r Merrimack Valley / 10� 222.5 BC ° 223.4 TC 200'RA ' 20 222.9 Bc 3:1 SLOPE O&M Facility / ' 103 CB 224.OTW �5��z!" .A / / ti RIM=222 20 / °°� \ 0 1101 Turnpike Street / gZ / 223.4BW • L 7� .2 ° INV=219 20 OUT 223.2 TC p 10 222.76C -' North Andover, Massachusetts 01845 223.4 TC 1,00 FES / 222.9 BC ; r„ INV=216 80 101 ``~�,,,..,, 101 D M H , �" ► ATCH EX „ No. Revision Date Appvd. 223 0 •\`. RIM-22309 ADJUST RIM TO GRADE ,, ' 2 = - i INV-217.90 102 „ . 223.2 TC 222.9 INV=217.80 OUT "_. �, 1 Response to Planning Board Comments 09/16/2024 KS Z q 222.7 BC MATCH EX O MATCH ,,,,, CURB BREAK WITH V / !,,,, ,,, / •..,,i i, O ti STONE STRIP , 50 / NDZ p o yd / SO J'DZ o 0� N O 1 N f , N 50 NDZ 1:10 7- to Issued for Date M 2 24 ti Local Approvals ay 30, 0 �o , oca 0° IV40, 1 oc, Not Approved for Construction Drawing Title 25 NDZ Grading, Drainage, and Utility Plan offs` offo , ., 50 / 1• i „ , U O / .., / o / Drawing Number CD r , r, CD zC\JqZ / N C4* 01 'I AS / / s o MICHNIEWICZ E " CIVIL `n Q No.56047 Sheet of �F �F� S 1 E��° ���` 5 9 NLn A� Ln h L Project Number '�° '�� `` ' - 16293.00 \\vhb\gbl\proj\Wat-LD\16293.00 NGrid N Andover Parking\cad\Id\Planset\1629300_ER.dwg 0 DOCUMENT USE: THIS BASE PLAN ILLUSTRATES THE MINIMUM PERIMETER EROSION &SEDIMENTATION CONTROLS. THE SWPPP OPERATOR SHALL UPDATE THIS PLAN THROUGHOUT THE DURATION OF CONSTRUCTION TO SHOW THE , LOCATIONS OF PROPOSED/CONSTRUCTED E&S CONTROLS DEEMED NECESSARY TO MEET THE REQUIREMENTS OF THE NPDES CGP. 00, 0 00A ....- „.. m ,r �; � 00 PROJECT E&S NARRATIVE: ' THE PROPOSED PROJECT CONSISTS OF AN APPROXIMATELY 80-SPACE PARKING LOT EXPANSION .THE PROJECT „"- ........... AREA IS APPROXIMATELY 1.34 ACRES.THE PROJECT DISTURBANCE EXCEEDS 1 ACRE AND THEREFORE IS SUBJECT � " �� � `� ` TO THE REQUIREMENTS OF THE EPA CONSTRUCTION GENERAL PERMIT. b. EROSION AND SEDIMENTATION CONTROL TECHNIQUES `♦ THE EROSION AND SEDIMENTATION CONTROLS SHOWN HEREON ARE PERIMETER MEASURES ONLY AND ARE PROVIDED AS A STARTING POINT FOR CONTRACTOR'S STORMWATER POLLUTION PREVENTION PLAN (SWPPP). THE CONTRACTOR IS REQUIRED TO PROVIDE ADDITIONAL INTERIM EROSION AND SEDIMENTATION CONTROLS, �, ♦ 101 Walnut Street INCLUDING BUT NOT LIMITED TO THOSE LISTED BELOW. THE CONTRACTOR SHALL MANAGE EROSION AND - SEDIMENTATION DURING CONSTRUCTION TO PREVENT IMPACTS TO RESOURCE AREAS, ROADWAYS,AND -" �♦ PO BOX 9151 ABUTTING PROPERTIES. THE CONTRACTOR SHALL BE RESPONSIBLE TO MAINTAIN THE EROSION AND SEDIMENTATION CONTROLS THROUGHOUT THE DURATION OF CONSTRUCTION. Watertown, MA 02471 ! ---x'=-- .� �. ♦` 617.924.1770 CATCH BASIN PROTECTION NEWLY CONSTRUCTED AND EXISTING CATCH BASINS WILL BE PROTECTED WITH SILT SACKS THROUGHOUT ' � ♦ / CONSTRUCTION. 231 D O;kl 230 GRAVEL AND CONSTRUCTION ENTRANCE/EXIT A TEMPORARY CRUSHED-STONE CONSTRUCTION ENTRANCE/EXIT WILL BE CONSTRUCTED.A CROSS SLOPE WILL 229 BE PLACED IN THE ENTRANCE TO DIRECT RUNOFF TO THE SEDIMENT TRAP. `= 228 VEGETATIVE SLOPE STABILIZATION / '' T�J, ,► STABILIZATION OF OPEN SOIL SURFACES WILL BE IMPLEMENTED WITHIN 14 DAYS AFTER GRADING OR CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED, UNLESS THERE IS SUFFICIENT } ' SNOW COVER TO PROHIBIT IMPLEMENTATION.VEGETATIVE SLOPE STABILIZATION WILL BE USED TO MINIMIZE EROSION ON SLOPES OF 3:1 OR FLATTER.ANNUAL GRASSES,SUCH AS ANNUAL RYE,WILL BE USED TO ENSURE RAPID GERMINATION AND PRODUCTION OF ROOTMASS. PERMANENT STABILIZATION WILL BE COMPLETED WITH THE PLANTING OF PERENNIAL GRASSES OR LEGUMES. PERMANENT SEEDING SHALL BE LIMITED TO THE MONTHS OF MARCH THROUGH MAY,AND AUGUST THROUGH OCTOBER 15TH. PERMANENT SEEDING IS LIMIT OF WORK(TYP) ALLOWED DURING THE MONTHS OF JUNE AND JULY IF ADEQUATE MULCHING AND WATERING IS PROVIDED. WHEN PERMANENT SEEDING IS IMPRACTICAL IN JUNE,JULY,AND THE FALL AFTER OCTOBER 15TH, r f APPROPRIATE TEMPORARY MULCH SHALL BE APPLIED. ESTABLISHMENT OF TEMPORARY AND PERMANENT VEGETATIVE COVER MAY BE ESTABLISHED BY HYDRO-SEEDING OR SODDING.A SUITABLE TOPSOIL, GOOD "" 23 `�IQ SEEDBED PREPARATION,AND ADEQUATE LIME, FERTILIZER AND WATER WILL BE PROVIDED FOR EFFECTIVE ESTABLISHMENT OF THESE VEGETATIVE STABILIZATION METHODS. MULCH WILL ALSO BE USED AFTER PERMANENT SEEDING TO PROTECT SOIL FROM THE IMPACT OF FALLING RAIN AND TO INCREASE THE CAPACITY OF THE SOIL TO ABSORB WATER. " 231 M N ` TEMPORARY SEDIMENT BASINS TEMPORARY SEDIMENT BASINS WILL BE DESIGNED EITHER AS EXCAVATIONS OR BERMED STORMWATER 22>= ryJ ' DETENTION STRUCTURES (DEPENDING ON GRADING)THAT WILL RETAIN RUNOFF FORA SUFFICIENT PERIOD OF TIME TO ALLOW SUSPENDED SOIL PARTICLES TO SETTLE OUT PRIOR TO DISCHARGE.THESE TEMPORARY BASINS WILL BE LOCATED BASED ON CONSTRUCTION NEEDS AS DETERMINED BY THE CONTRACTOR AND OUTLET DEVICES WILL BE DESIGNED TO CONTROL VELOCITY AND SEDIMENT. POINTS OF DISCHARGE FROM SEDIMENT BASINS WILL BE STABILIZED TO MINIMIZE EROSION.AT A MINIMUM, SEDIMENTATION BASINS SHALL BE / �q' "� DESIGNED AND CONSTRUCTED TO PROVIDE STORAGE FOR THE VOLUME OF RUNOFF GENERATED FROM A 2-YR, 24-HR DESIGN STORM, ORAT LEAST 3,600 CUBIC FEET OF STORAGE PERACRE DRAINING TO THE BASIN. STOCKPILE MANAGEMENT SIDE SLOPES OF STOCKPILED MATERIAL SHALL BE NO STEEPER THAN 2:1. STOCKPILES NOT USED WITHIN 30 DAYS NEED TO BE SEEDED AND MULCHED IMMEDIATELY AFTER FORMATION OF THE STOCKPILE. SILTSOCKS ARE TO BE PLACED AROUND THE STOCKPILE AREA APPROXIMATELY 10 FEET FROM THE TOE OF SLOPE. ' �► SILTSACK SEDIMENT , ' �1� � ,,,, TRAP TYP 1i - DUST CONTROL 2 ( ) 1, N � PERIODICALLY MOISTEN EXPOSED SURFACES ON UNPAVED TRAVELWAYS TO KEEP THE TRAVELWAY DAMP AND REDUCE DUST. yv �< 21 10 , N �M 13 21 5 TEMPORARY EROSION AND SEDIMENTATION CONTROL MAINTENANCE(THROUGHOUT CONSTRUCTION) / I THE SITE CONTRACTOR SHALL INSPECT AND MAINTAIN EROSION CONTROL MEASURES ONCE EVERY SEVEN 7 2 CALENDAR DAYS AND WITHIN 24 HOURS OF THE OCCURRENCE OF A STORM EVENT THAT PRODUCES 0.25 ,� INCHES OR MORE OF RAIN WITHIN A 24-HOUR PERIOD, OR WITHIN 24 HOURS OF A SNOWMELT DISCHARGE N FROM A STORM EVENT THAT PRODUCES 3.25 INCHES OR MORE OF SNOW WITHIN A 24-HOUR PERIOD.THE w CONTRACTOR SHALL ADDRESS DEFICIENCIES AND MAINTENANCE ITEMS WITHIN TWENTY-FOUR HOURS OF INSPECTION. CONTRACTOR SHALL PROPERLY DISPOSE OF SEDIMENT SUCH THAT IT DOES NOT ENCUMBER Z ' 23 216` OTHER DRAINAGE STRUCTURES AND PROTECTED AREAS. RECORDS OF THE INSPECTIONS WILL BE PREPARED AND MAINTAINED ON-SITE BY THE CONTRACTOR. � 8 SILT SHALL BE REMOVED FROM BEHIND BARRIERS IF GREATER THAN a THE HEIGHT OF THE BARRIER OR AS I ' _� 21g xx 20 NEEDED. 21� / 2oa'R ' 200'R 0 10 20 40 Feet DAMAGED OR DETERIORATED ITEMS WILL BE REPAIRED IMMEDIATELY AFTER IDENTIFICATION. 00 C)- N SEDIMENT THAT IS COLLECTED IN STRUCTURES SHALL BE DISPOSED OF PROPERLY AND COVERED IF STORED National Grid 100'�Z ' , ,,, :� 2� o o�,p ON-SITE. AN Merrimack Valley EROSION CONTROL STRUCTURES SHALL REMAIN IN PLACE UNTIL ALL DISTURBED EARTH HAS BEEN SECURELY %o0ti titi�'� x- STABILIZED.AFTER REMOVAL OF STRUCTURES, DISTURBED AREAS SHALL BE REGRADED AND STABILIZED AS O Q�M Facility c ' & SOON AS PRACTICAL. �' o '� -- � 2�3 � � � --�= �� � � ,� � " ,; s'� STABILIZED o o � � � ��� '� CONSTRUCTION EXIT �Q�°�°o�oo��oo `%, _ �• � „ MAINTAIN THE CONSTRUCTION ENTRANCE IN A CONDITION WHICH WILL PREVENT TRACKING AND WASHING _ „_ 1101 Turnpike Street OF SEDIMENTS ONTO PAVED SURFACES. o� °��o��� °��o� 7o�, �� North Andover, Massachusetts 01845 � � ' �, �'°OO��OOc��'�Oo�cc0����'�°Oo�o��o°o�ec� �� •,'�� ,,;' — � 0 � 0000�00000�c°o�co000 00�° ;' No. Revision Date Appvd. C 1 Response to Planning Board Comments 09/16/2024 KS P 9 ,,,,., ... / -� - ice � 0 � „ ii � � 1 �;,,,,,, ,. ,, .:� "+sue,, qOc c � N 0 - P / Jc . ; j j .._, 0 c c ry �o° i �9 50'NDZ —� 5 ��� = SILTSOCK(TYP) 0 yft2 'o N �� do- CD / 50'NDZ ro _,� / �% c �' ,�, „% Issued or d f Date C a� ,,,• ; ;; o 25'NDz,•ti F 1ao�ti Local Approvals rovals May 30- 2024 „ �= No t Approved for Construction r , Erosion and Sediment Drawing Title Control Plan 2 o o .. Lu U 5D ✓ _ � v as ti ti ' Drawing Number i 00 r, •• OF f M � � 25 C5 * 01 NCD �iSHANE F N o MICHNIEWICZ06 N CIVIL `n No.56047 Sheet of 5 9 Ln oNAl` ,.w h I° Project Number ��� � � < � f 16293.00 \\vhb.com\gbl\prof\Wat-LD\16293.00 NGrid N Andover Parking\cad\Id\Planset\1629300_DT.dwg E O 000 s EV CHARGER AND FOUNDATION PER MANUFACTURER REQUIREMENTS EV CHARGER AND FOUNDATION PER MANUFACTURER REQUIREMENTS D9-11 B 101 Walnut Street D9-11 Bp D9-11 B 12" 18" PO Box 9151 6" DIA BOLLARD (TYP) FLUSH CONCRETE PAD v D9-11 B 3' Watertown, MA 02471 11 D9-11 Bp D9-11 B SP-1 D9-11 Bp 617.924.1770 VERTICAL GRANITE CURB D9 11 BP 12" 12" TREATMENT VARIES z _ BIT.CONCRETE PAVEMENT "' — Ln 4000 PSI CEMENT TOP COURSE(1%" MIN.) CONCRETE IF LOCATED TACK COATX t _—M SP-1 12" 6" IN LANDSCAPED AREA 2'TRANSITION CONCRETE PAD 4000 PSI CEMENT CURB 2'TRANSITION CURB CONCRETEor 4"WIDTH (PAINTED 4" GREEN LINES @ 45° FLUSH CURB GREEN) 4' SLOPE VARIES SAWCUT 12" (MIN.) FROM 24" ON CENTER(TYP) z FACE OF CURB IF SET IN Q 1° EXISTING PAVEMENT SEE DETAIL 1 w W •' �" WHITE SKID- 1 %" SUPERPAVE SURFACE COURSE 12.5MM E E E E RESISTANT 1%" SUPERPAVE INTERMEDIATE COURSE 12.5MM " PAINT V V V V - 0 v W U 7 LU J a > 4"WIDTH PAINTED ti p GREEN) GREEN SKID r U RESISTANT COMPACTED ILI 6„ 6„ 6„ GRAVEL BASE 11'(MIN) 5'(MIN) g g 9' PAINT MIN. MIN. MIN. ( ) ( ) ( ) 01 COMPACTED DETAIL 1 COMPACTED SUBGRADE SUBGRADE ACCESSIBLE PARKING(NOT RESERVED) STANDARD DUTY FLEXIBLE PAVEMENT NOTES 1. ALL DIMENSION TO CENTER OF STRIPING. NOTES 2. ALL SLOPES THROUGH OUT THE ACCESSIBLE PARKING AND AISLE SHALL NOT EXCEED 1.5% PAVEMENT SECTIONS ARE SUBJECT TO CHANGE. Bituminous Concrete Pavement Section 6/23 Vertical Granite Curb (VGC) 3/20 Electric Vehicle Charging Spaces Adjacent To Landscape Area 02/24 N.T.S. Source: VHB REV LD 430 N.T.S. Source: VHB REV LD 402 N.T.S. Source: VHB REV LD 772 FLUSH JOINT QUARRY CUT 4"WITDH TRANSITION (PAINTED BLUE) SLOPED VERTICAL GRANITE CURB National Grid ACCESS AISLE GRANITE CURB TRANSITION PIECE 4" BLUE LINES TYPICAL SIGN (4" REVEAL) FLUSH JOINT Merrimack Valley 24" ON CENTER PAVEMENT VERTICAL CURB SURFACE (6" REVEAL) O&M Facility 4"WIDTH 45° (PAINTED BLUE) 1101 Turnpike Street 4' 177-77-7- _ North Andover, Massachusetts 01845 1. THIS DIMENSION SHALL BE A MINIMUM OF 5' FOR in ACCESSIBLE SIGNAGE. No. Revision Date Appvd. Q a BLUE SKID- 2. THIS DIMENSION SHALL BE A MAXIMUM OF 8' FOR SCHEMATIC LU w RESISTANT N ACCESSIBLE SIGNAGE W PAINT 0 z L W o v W 6' ra _ O ° SIGN POST ° z ° ° w ° (1.75"X 1.75") ° U in '' SEE DETAIL 5 (MIN.) _ a o GROUND SURFACE CD MIN FOR ° 0 8.5 (MIN.) VAN) ° DETAIL 3"WIDTH o PLAN Issued for Date N (PAINTED WHITE) o Local Approvals May 30, 2024 CD ° N ACCESSIBLE PARKING 4" 4' N ANCHOR SLEEVE (2.25"x 2.25") Not Approved for Construction 0 0 o ° Drawing N o NOTES e a Civil Details o SIGN POST ANCHOR +1 1. ALL DIMENSIONS TO CENTER OF 4" PAVEMENT STRIPING. o o (2.0"X 2.0") 2. ALL SLOPES THROUGHOUT THE ACCESSIBLE PARKING AND AISLE ° a AREAS SHALL NOT EXCEED 1.5%. o o ° CII CII = EARTH INSITU HOLE DIAMETER Z/6" U ELEVATION Drawing Number a OF MASs9C N Accessible Parking Space 12/19 Sign Post - Type 'B' 3/19 Vertical Granite Curb (VGC) Transition 1/16 4� SHANE —1 C6 * 01 o N.T.S. Source: VHB REV LD-552B N.T.S. Source: VHB REV LD-702 N.T.S. Source:VHB REV LD-415 m o MICHNIEWICZ N CIVIL N No.56047 � Sheet of�Fss/ONSATL � Ln Ln / f Project Number ra 16293.00 \\vhb.com\gbl\prof\Wat-LD\16293.00 NGrid N Andover Parking\cad\Id\Planset\1629300_DT.dwg E O 000 s NOTES 24" DIA. NOTES 4' 0" O.C. ACCESS 1. ALL SECTIONS SHALL BE DESIGNED FOR 1. ALL SECTIONS SHALL BE DESIGNED FOR 2- GALVANIZED HS-20 LOADING. N. HS-20 LOADING.DIAMETER OF STRUCTURES _ SHALL BE COORDINATED WITH PIPE %"CARRIAGE BOLTS 2 FOR HDPE PVC AND DI PIPE PROVIDE CONFIGURATIONS. FLEXIBLE BOOT CONNECTION INSTALLED � � 48" DIA.(MIN.) " . , , , m PER POST PER RAIL i 101 Walnut Street m �� PER MANUFACTURER'S � � 2. COPOLYMER MANHOLE STEPS SHALL BE ALTERNATE ECCENTRIC CONE SECTION RECOMMENDATIONS.FOR RCP, PROVIDE INSTALLED AT 12" O.C. FOR THE FULL DEPTH PO Box 9151 24" SQUARE OF THE STRUCTURE. OPENINGS FOR PIPES WITH 2" MAX. OPENING(TYP.)V CLEARANCE TO OUTSIDE PIPE AND ALTERNATE TOP SLAB Watertown, MA 02471 VARIES 3. FOR HDPE, PVC,AND DI PIPE, PROVIDE BUTT JOINT(TYP.) CAP " z MORTAR CONNECTIONS. = FLEXIBLE BOOT CONNECTION INSTALLED PER 617.924.1770 24" DIA. MANUFACTURER'S RECOMMENDATIONS. 3. JOINT SEALANT BETWEEN PRECAST FINISH 8" ACCESS 8" FOR RCP, PROVIDE OPENINGS FOR PIPES DIA.(MIN.) SECTIONS SHALL BE PREFORMED BUTYL GRADE s WITH 2" MAX.CLEARANCE TO OUTSIDE OF 2 /' GALVANIZED IMPERVIOUS FILL RUBBER. CARRIAGE BOLTS PIPE AND MORTAR CONNECTIONS. (MIN.) 12"THICK SEE NOTE 5. PER POST PER RAIL ALTERNATE TOP SLAB 4. CATCH BASIN FRAME AND GRATE SHALL BE APPROXIMATE FINISH GRADE SET IN FULL MORTAR BED.ADJUST TO 4. JOINT SEALANT BETWEEN PRECAST SECTIONS EXCAVATION 8" 24" 8" GRADE WITH CLAY BRICK AND MORTAR(2 SHALL BE PREFORMED BUTYL RUBBER. 2' 0" 3' 8" 000 LIMIT BRICK COURSES TYPICALLY, 5 BRICK z � 5. DRAIN MANHOLE FRAME AND COVER SHALL COURSES MAXIMUM). SEE NOTE 4. U O Q m BE SET IN FULL MORTAR BED. ADJUST TO GEOSYNTHETIC E F_ z MODULAR CONCRETE � U O J GRADE WITH CLAY BRICK AND MORTAR(2 REINFORCEMENT z w w Ln FACING UNITS LL' `) I.- a STEPS,SEE BRICK COURSES TYPICALLY, 5 BRICK z ,U11 z0 w NOTE 2. COURSES MAXIMUM) � � zQ SEE NOTE 3 � "' 6"X8"WOOD GRAVEL z LU U w v X POSTS @ � w J a 4'-0" O.C. zz z w 00 48" DIA.(MIN.) o SEE NOTE 4. U w z 48" DIA.(MIN.) OIL/DEBRIS "' SHELF TO BE CONCRETE FORMED CK- LU < AT SLOPE OF 1" PER FOOT. TRAP OUTLET Q N ,y „, 4"X 10"WOOD RAIL - ,,ice,ALA,a,.,�i�,"IL ill,'Al"All, �i), 0 2% p ---� w OUTLET rrz � d ~; �LU 0 LU� INVERT 1 o j U z0 --- �„ Lu Q ___- ------- F- �Q Q - LU O LU :0 Pam\ AL m ( ----- CURB LEVELING PAD SEE NOTE 2 z LL, 12" N. O ¢ TYP.) �L COMPACTED z SEE NOTE 3. SUBGRADE O ^ FINISHED = � � COMPACTED " r „ NOTES ~ J GRAVEL } SURFACE � � O v 12" � z TYP. LU L-J DETAIL PROVIDED FOR GENERAL INFORMATION ONLY.STAMPED O Q ( ) COMPACTED FINAL DESIGN OF MODULAR WALL SYSTEM TO BE PROVIDED BY m SUBGRADE CEMENT CONCRETE INVERT CONTRACTOR BASED ON GEOTECHNICAL ENGINEER'S ^' " RECOMMENDATIONS. FENCE TO BE PROVIDED AND DESIGNED BY OTHERS. r\, COMPACTED GRAVEL ' COMPACTED SUBGRADE Wood Guardrail 10/20 Modular Retaining Wall 10/20 Catch Basin (CB) With Oil/Debris Trap 3/21 Drain Manhole (DMH) 11/19 N.T.S. Source: VHB REV LD 450 N.T.S. Source:VHB REV LD 750 N.T.S. Source: VHB REV LD 101 N.T.S. Source:VHB REV LD 115 A THREADED SEALED CAP �CONTINUE CHANNEL SHAPE TO BOTTOM OF SLOPE RIPRAP STONE NO. X Y Z STONDIA.(DEo) 1n�1� �� � n��( FINISH GRADE,SEE PLAN NV X National Grid 100 26 11.4 13.5 6 PCC m 106 11 5.4 13.5 6 Merrimack Valley O ILL O 12" p r 17 1rp, B B i�ei.,..:,�i OV�M Facility 7 O v- 450 PVC BEND - APP L MIS 1101 Turnpike Street 9�_ 99 a- Q o o OF ENERGY North Andover, Massachusetts 01845 A a o M DISIPATION SOLID PVC PLAN VIEW --- BO No. Revision Date Appvd. O O OVERFLOW SWALE 6" LOAM &SEED Q 6'(MIN.) (SEE DETAIL) z SAFETY BAR(S) W= 2' 1' 0" DRILL AND MORTAR HORIZONTALLY PERFORATED PVC 4' MIN. NO.6 REBAR EQUALLY SPACED SEE PLANS FOR INVERT AND PIPE SIZE 1' (MIN.) - -a LOAM AND SEED b men�rovv a���n»ru 2 UNNIM IMMIA 18" 1 BAR ° TOP OF BERM 1 24" 1 BAR ra ra CLEANOUT z + + + + + + + + + + + + + + CO PLAN _ + OVERFLOW WEIR 30" 2 BARS _ _ ++ I" "C 3 1 :::::::: .. 1 + 3 36" 2 BARS APRON EDGE TO U DOME GRATE/SOLID CAP 1 1 ii 1 + ++ 1 18 48" 3 BARS BE SET LEVEL �:::: : I'' ::::::::':::::: WITH FLARED END __..L_:__�:: -——— + NOTES:SAFETY BARS TO BE _ _ _ L--- --J INVERT ELEVATION _ _ _ _ _ _ _ _ _ _ _ _ ELEV. PER OVERLOW STONE ++-- - ::_-::....:__ + �. w^^ ^4.^w^* w^..� ,.. .-* .,. ...�^. *4* w,...��- N WEIR,SEE PLAN _ - - - OMITTED WHERE 4' 4' (TYP.) N O +- --- _ - - - - __ -- ----- _ FILTER FABRIC Issued for Date PRECAST INDICATED ON PLANS. v� PERFORATED PVC RISER -- ::�: 7TR ?:. _ -.-.�.. LU :::::::::: ;;^::,":::.. ::..::::::::::........... CONCRETE CURB(PCC) N Q Z" PERFORATIONS 5" O.C. + ........... OUTLET PIPE 1' 0" STONE PRECAST CONCRETE FLARED Local Approvals May 30, 2024 o > 4 ROWS @ 90° SEE NOTE 2. END SECTION N I n��( O 1 n��( EXISTING GROUND FOR PIPE ENDS 2 COMPACTED COMPACTED LOW SLOPE 1:1 (MAX.) N FINISH GRADE,SEE PLAN COMPACTED COMMON M PERMEABILITY CORE SECTION B-B FILL/ORDINARY BORROW SUBGRADE ---- I: oDIKE BEYOND qii ° STONE FOR PIPE ENDS FINISH Not Approved for Construction ,I r OUTLET CONTROL 6'(MIN.) y - GRADE Drawing - O I ' , I COMPACTED STRUCTURE (SEE DETAIL) P rN �,l n� I � "'r "L I 'I �a' I �J "r Ir LOW PERMEABILITY ---- --- - -- - Civil r'J'' d tl� 1' via '<i. • • i O ils CORE MATERIAL y�l� FLOW !'iR, STONE FOR PIPE ENDS '... ... ALTERNATE: PLOWABLE FILL 0i ' � ^ PVC 90' BEND "� °"` p °Iw NOTES PER HATCHED LINES BASIN SIDE m N v7 tl rl''.",'V .I� ����"Y , a --- --- 1. LOW PERMEABILITY CORE MATERIAL IS CONTINUOUS FOR THE FULL LENGTH 3 ENERGY DISSIPATION BOWL o OF THE EMBANKMENT. 1 FILTER FABRIC o PERFORATED PVC O O 11 O O PERFORATED PVC Oil z ------- 2. WHERE PIPES PENETRATE THE LOW PERMEABILITY CORE, PIPE SHALL BE COMPACTED SUBGRADE CRUSHED STONE CII_ PVC TEE BEDDED IN THE LOW PERMEABILITY CORE MATERIAL. SECTION A-A BEDDING FILTER FABRIC (2" STONE SIZE) U Drawing Number g SEE PLANS FOR INVERT AND PIPE SIZE 3. THE BERM SECTION IS SUBJECT TO CHANGE AND WILL BE BASED ON THE PCC WITH MORTARED JOINTS COMPACTED LOW RISER RESULTS OF FURTHER GEOTECHNICAL INVESTIGATIONS. SECTION A-A PERMEABILITY CORE 0 FLn Gro Gravel Wetland Subdrain 11/23 Detention Basin Berm Section 12/20 Overflow Stone Swale 1/16 Flared End Section (FES) with Stone Protection 3/19 SHANEN C6 * 02 VVICZ o N.T.S. Source: VHB REV LD 151 N.T.S. Source:VHB REV LD 160 N.T.S. Source: VHB REV LD 161 N.T.S. Source:VHB REV LD 134 o MICHNI IL r; - - - - civil C No.56047 Q Sheet of OF �^GISIE� � \� ss/0NAI_ � 7ra 9 ? f Project Number ra 16293.00 \\vhb.com\gbl\prof\Wat-LD\16293.00 NGrid N Andover Parking\cad\Id\Planset\1629300_DT.dwg E O 000 0 0 s UPLAND AREAS TO RECEIVE 6" LOAM AND SEED. SEEDING -CONSERVATION MIX UPLAND AREAS TO RECEIVE 6" ~ SEEDING -WET MIX LOAM AND SEED. 4" COMPOST TOPSOIL SEEDING WET MIX SEEDING - CONSERVATION MIX Outlet Structure Chart SEEDING CONSERVATION MIX 1 TO 2 C.F. BOULDERS D E SIDE SLOPES TO BE PLACED AT BASE OF SEEDING -WET MIX 1 TO 2 C.F. BOULDERS PLACED AT BASE OF SEEDED WITH WET MIX OVERFLOW POINTS TO LOOK OVERFLOW POINTS TO LOOK NATURAL, OUTLET MANHOLE Gravel Wetland Structure A B C F STONE PROTECTION NATURAL,TYP. GRAVEL WETLAND SUBDRAIN CLEANOUT TYP. (SEE NOTE 3.) Invert Dimensions Invert Dimensions (SEE APPROPRIATE DETAIL PER PLAN) STONE WEIR 6" PERFORATED PVC (SEE DETAIL) 4" COMPOST TOPSOIL 6" PERFORATED PVC 101 Walnut Street WEIR PLATE 212.57 210.00 215.00 212.67 4" 215.10 12"Wx11"H 216.70 (SEE DETAIL) RISER SEEDING CONSERVATION MIX RISER SEEDING -WET MIX INV - F - PO Box 9151 STONE WEIR OVERFLOW SEEDING -WET MIX TREATMENT CELL 1 (SEE DETAIL) TREATMENT CELL 2 (SEE NOTE 3.) Watertown, MA 02471 GEOTEXTILE 6" PVC 617.924.1770 FOREBAY FABRIC CLEANOUT QUALITY ASSURANCE FLOW ',, a cM�ua 3 r �nr WQV 3 OW INV = C FL - - - - - - - - - - -3 - fir - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � - - - OUTLET PIPE THE OWNER SHALL DESIGNATE AN ENGINEER OR REPRESENTATIVE(WITH EXPERIENCE IN GRAVEL 1 (MAX.) 1 (MAX.) f ✓ 1 (MAX.) • (SEE NOTE 3.) WETLAND DESIGN OR CONSTRUCTION)TO BE ON THE SITE DURING INSTALLATION OF THE • I I I I I I I I II I I I I II II I II I I II E W GRAVEL WETLAND. THE REPRESENTATIVE SHALL OBSERVE WORK, INCLUDING EXCAVATION,SOIL INV =A FLO PLACEMENT, EROSION CONTROL, FINAL GRADING AND PLANTING. THE REPRESENTATIVE WILL OBSERVE CONSTRUCTION MATERIALS PLANT MATERIALS SOILS AND EROSION CONTROL „. MEASURES TO BE PLACED IN THIS AREA. THE ACTUAL LOCATIONS AND SPACING OF PLANTS u Y MUST BE AS SHOWN ON THE PLANS OR AS INSTRUCTED BY THE REPRESENTATIVE. ,,. Y r~ I ,,. ,� , i` r rI r , P ,� .....,r , J� t ..._, � ., I,...... ,, � ....,, _ ...... f i„ , f , .J n PLANTING OPERATIONS SHALL BE PERFORMED BY EXPERIENCED PERSONNEL UNDER COMPETENT 1 Y ,I y , i SUPERVISION. EDUCATION, EXPERIENCE AND CERTIFICATION OR LICENSE BY APPROPRIATE GEOTEXTILE FABRIC r i, Y f,+ i r I� V- ................... INV = B ORGANIZATION MAY BE REVIEWED TO EVALUATE COMPETENCE. :::: :: ::.::::::::::::::::::::::::::::::::::::.::: ::.:::::.�::::::::::::::::::::::::::::: COMPACTED SUBGRADE .::::::::::::::::::::::::::::::::::.::.:::::::::::::::::::::::::::::::::::::.: , 6 PERFORATED SUBDRAIN „ PIPE, INVERT AT BOTTOM OF THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE OWNER OF THE START OF WORK CRUSHED STONE LAYER SEE SECTION A REQUIRING OVERSIGHT BY THE ENGINEER/REPRESENTATIVE.THE CONTRACTOR SHALL CONTACT (SEE NOTE 3.) THE ENGINEER/REPRESENTATIVE AT LEAST 48 HOURS PRIOR TO REQUIRED INSPECTION.AT A SUPPLEMENTAL SPECIFICATIONS 6" SOLID PVC DRAIN PIPE CONNECTION FROM MINIMUM THE GRAVEL WETLAND SHALL BE INSPECTED AT THE FOLLOWING STAGES OF TREATMENT CELL 1 TO 2 SEE SECTION A SEE NOTE 3. CONSTRUCTION: WETLAND SOIL SHALL BE A LOW HYDRAULIC CONDUCTIVE SOIL(0.1-0.01 FT/DAY= 3/4-INCH CRUSHED STONE SHALL BE COMPOSED OF DURABLE CRUSHED 6" PERFORATED SUBDRAIN PIPE, INVERT AT BOTTOM 6" SOLID PVC DRAIN OUTLET PIPE CEMENT 1. ENGINEER/REPRESENTATIVE INSPECTION AND APPROVAL IS REQUIRED UPON 3.5x10^-5 CM/SEC TO 3.5x10^-6 CM/SEC). THE SOIL SHALL CONSIST OF COMPOST, ROCK CONSISTING OF ANGULAR FRAGMENTS, FREE FROM DETRIMENTAL OF CRUSHED STONE LAYER CONNECT TO SUBDRAIN CONCRETE ESTABLISHMENT OF SUBGRADE, PRIOR TO INSTALLATION OF LOW PERMEABILITY SOIL LINER. SAND,AND SOME FINE SOILS WITH A 15%OR GREATER ORGANIC MATTER AND A QUANTITY OF THIN, FLAT, ELONGATED PIECES.THE CRUSHED STONE SHALL (SEE NOTE 3.) COMPACTED SUBGRADE (SEE NOTE 5.) INFILL MAXIMUM OF 15%CLAY CONTENT. WETLAND SOILS MAY BE PREPARED BY AMENDING BE FREE FROM CLAY, LOAM,OR DELETERIOUS MATERIALS.THE CRUSHED NATURAL TOPSOIL WITH PEAT MOSS OR LEAF MOLD,AT A RATIO OF 75%SOIL TO 25% STONE SHALL CONFORM TO THE FOLLOWING GRADATION: NOTES 2. ENGINEER/REPRESENTATIVE INSPECTION AND APPROVAL IS REQUIRED AFTER INSTALLATION ORGANIC MATERIAL BY VOLUME. THE RESULTING SOIL MIX SHALL HAVE A PH RANGE OF SECTION A OF LOW PERMEABILITY SOIL LINER AND SUBDRAIN PIPING, PRIOR TO PLACEMENT OF 5.2 TO 7.0 AND BE FREE OF LARGE STONES,STUMPS. LARGE STICKS,SHRUBS,OR OTHER SIEVE SIZE PERCENT PASSING BY WEIGHT CRUSHED STONE AND WETLAND SOIL. LITTER. 1 INCH 100 1. SIDE SLOPES SHALL BE 3:1 MAX.2% MIN. 8" MINIMUM THICKNESS OF 3/4 INCH 90-100 WETLAND SOIL 3. INSPECTION AND APPROVAL IS REQUIRED BY ENGINEER/REPRESENTATIVE AFTER PLACEMENT 3/8-INCH CRUSHED STONE SHALL BE COMPOSED OF DURABLE CRUSHED ROCK 112 INCH 10 - 50 OF CRUSHED STONE,WETLAND SOIL, BERMS AND STONE OVERFLOW WEIRS, PRIOR TO 2. PVC DRAIN PIPES SHALL CONFORM TO ASTM F810. PERFORATIONS,WHEN APPLICABLE,SHALL BE 3/4" CONSISTING OF ANGULAR FRAGMENTS, FREE FROM DETRIMENTAL QUANTITY OF THIN, 3/8 INCH 0 -20 HOLES ON 5" CENTERS AND IN THREE ROWS 120°APART. r r 4" MINIMUM THICKNESS OF SEEDING AND PLANTING. FLAT, ELONGATED PIECES.THE CRUSHED STONE SHALL BE FREE FROM CLAY, LOAM,OR No.4 0 5 3. PIPE INVERTS AND STRUCTURE LOCATIONS AS SPECIFIED PER PLAN i 1 rv , °I i C, CRUSHED STONE(PEA GRAVEL) 4. FOR PLANTING INSPECTION REQUIREMENTS SEE STORMWATER PLANTING PLAN. DELETERIOUS MATERIALS.THE CRUSHED STONE SHALL CONFORM TO THE FOLLOWING ° ri 24" MINIMUM THICKNESS OF GRADATION AND HAVE AD OF 0.15 INCH: LOW PERMEABILITY SOIL SHALL BE A CLAY SOIL WITH MINIMUM 15/0 '` so PASSING THE No.200 SIEVE. SOIL SHALL BE PLACED AND COMPACTED IN A 4. LOW PERMEABILITY SOIL MATERIAL IS CONTINUOUS FOR THE FULL LENGTH OF THE EMBANKMENT WITH A I %" CRUSHED STONE 5. CONTRACTOR SHALL NOTIFY ENGINEER/REPRESENTATIVE ONCE PLANTING AND SEEDING OF SIEVE SIZE PERCENT PASSING BY WEIGHT MANNER TO PROVIDE AN IN SITU PERMEABILITY RATE OF NOT MORE THAN MINIMUM 6" THICKNESS. GRAVEL WETLAND IS COMPLETE AND STABILIZED. FOLLOWING FINAL STABILIZATION AND 3/8 INCH 85 - 100 1.Ox10^-5 CM/SEC. 6" MINIMUM THICKNESS OF WITHIN 24 HOURS OF A RAIN STORM OF 0.5 INCH OR GREATER THE No.4 20- 50 5. WHERE PIPES PENETRATE THE LOW PERMEABILITY SOIL, PIPE SHALL BE BEDDED IN THE LOW PERMEABILITY LOW PERMEABILITY SOIL ENGINEER/REPRESENTATIVE SHALL INSPECT THE GRAVEL WETLAND FOR FINAL ACCEPTANCE. No.8 0 - 15 MATERIAL. No.8 0 - 5 ONCE FINAL ACCEPTANCE OF THE GRAVEL WETLAND IS ISSUED IN WRITING THE GRAVEL WETLAND SHALL BE MAINTAINED BY THE OWNER OR OWNER'S DESIGNEE IN ACCORDANCE WITH THE STORMWATER LONG TERM OPERATIONS AND MAINTENANCE PLAN. Gravel Wetland 12/21 N.T.S. Source: VHB REV LD 150 1"X 1"WOOD STAKE, SITE 50' (MIN.) PLACED 10'O.C.ON DOWNHILL SIDE OF SILTSOCK(ALTERNATE 10' (MIN.) National Grid SIDES ON LEVEL GROUND) co CATCH BASIN GRATE PAVED AREA COMPOST FILLED Merrimack Valley SEE APPLICABLE 1" REBAR FOR SILTSOCK(12"TYP.) EXISTING PAVEMENT SECTION LANDSCAPED AREA SILTSACK BAG REMOVAL no PAVEMENT O&M Facility BIODEGRADABLE COMMON FILL/ MESH NETTING COMPACTED GRANULAR FILL ORDINARY BORROW WORK AREA 1 �,IY I �y r'r(' 1101 Turnpike Street r SAWCUT .,' ,� i � � y y,,rwr„ PLAN VIEW North Andover, Massachusetts 01845 -1 FLOW No. Revision Date Appvd. w Y III x' ' II :DEPTH AND SURFACE „ ���: �I SITE 50' (MIN.) TREATMENT VARIES PLAN VIEW INSTALL SUPPLEMENTAL ��4ay EXISTING COMPOST MATERIAL �� ,I,,r„ I ii PROTECTED AREA 4" (MIN.) 3 S7 PAVEMENT TOP OF ra WARNING TAPE FILTER ° CATCH BASIN GRATE GROUND 7777777 _ � � MOUNTABLE BERM FABRIC o N > SILTSACK 1 %" CRUSHED STONE V w (D II z U z � � FLOW FLOW - a �- T � o Lr' 2 0 cow r o I� I�I� � CROSS-SECTION IMF W� F Ufffffffm W� 1111� Lj O D_ Q '. 'i ' �_ Issued for Date IN U � � � ' � HAND TAMPED HAUNCHINGV NI "' NOTES Local Approvals May 30, 2024 C\JL o COMPACTED BEDDING OVERFLOW PORT N EXPANSION RESTRAINT 1. EXIT WIDTH SHALL BE A TWENTY-FIVE (25) FOOT MINIMUM, BUT NOT N z LESS THAN THE FULL WIDTH AT POINTS WHERE INGRESS OR EGRESS >1 12 COMPACTED NOTES OCCURS. Not Approved for Construction 01 SUBGRADE ing Title SECTION VIEW 2. THE EXIT SHALL BE MAINTAINED IN A CONDITION WHICH SHALL • raW ra 1. SILTSOCK SHALL BE FILTREXX SILTSOXX,OR APPROVED EQUAL. PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLICDetails NOTES 2. SILTSOCKS SHALL OVERLAP A MINIMUM OF 12 INCHES. RIGHTS-OF-WAY.THIS MAY REQUIRE PERIODIC TOP DRESSING WITH NOTES ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR OR 1. INSTALL SILTSACK IN ALL CATCH BASINS WHERE INDICATED ON THE PLAN 3. SILTSOCK SHALL BE INSPECTED PERIODICALLY AND AFTERALL STORM CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL 1. WHERE UTILITY TRENCHES ARE CONSTRUCTED THROUGH BEFORE COMMENCING WORK OR IN PAVED AREAS AFTER BINDER COURSE IS EVENTS,AND REPAIR OR REPLACEMENT SHALL BE PERFORMED PROMPTLY SEDIMENT SPILLED, DROPPED,WASHED OR TRACKED ONTO PUBLIC ° DETENTION BASIN BERMS OR OTHER SUCH SPECIAL SECTIONS, RIGHTS-OF-WAY MUST BE REMOVED IMMEDIATELY. BERM SHALL BE a PLACED AND STRAW BALES HAVE BEEN REMOVED. AS NEEDED. Q PLACE TRENCH BACKFILL WITH MATERIALS SIMILAR TO THE PERMITTED. PERIODIC INSPECTION AND MAINTENANCE SHALL BE 0 SPECIAL SECTION REQUIREMENTS. 2. GRATE TO BE PLACED OVER SILTSACK. 4. UPON SITE STABILIZATION,COMPOST MATERIAL SHALL BE DISPERSED ON PROVIDED AS NEEDED. SITE,AS DETERMINED BY THE ENGINEER. Q 2. USE METALLIC TRACING/WARNING TAPE OVERALL PIPES. 3. SILTSACK SHALL BE INSPECTED PERIODICALLY AND AFTER ALL STORM 3. STABILIZED CONSTRUCTION EXIT SHALL BE REMOVED PRIOR TO FINAL EVENTS AND CLEANING OR REPLACEMENT SHALL BE PERFORMED 5. IF NON BIODEGRADABLE NETTING IS USED THE NETTING SHALL BE FINISH MATERIALS BEING INSTALLED. V 3. COMPACTED GRANULAR FILL MAY CONSIST OF GRAVEL, Drawing Number a CRUSHED STONE,SAND,OR OTHER MATERIAL AS APPROVED BY PROMPTLY AS NEEDED. MAINTAIN UNTIL UPSTREAM AREAS HAVE BEEN COLLECTED AND DISPOSED OF OFFSITE. PERMANENTLY STABILIZED ENGINEER. ����� OF Mgss9� N Utility Trench 11/19 Siltsack Sediment Trap 1/20 Siltsock - Erosion Control Barrier 10/20 Stabilized Construction Exit 1/16 SHANE cG� C6 * 03 o N.T.S. Source:VHB LD-300 N.T.S. Source: VHB REV LD-674 N.T.S. Source:VHB REV LD-658 N.T.S. Source: VHB REV LD- CIVIL 682 MICHNI L N No.56D47 Sheet of �F �FG1S7E� \� ss/oNA� ��� 8 9 Ln ' ry �� Project Number 16293.00 \\vhb.com\gbl\prof\Wat-LD\16293.00 NGrid N Andover Parking\cad\Id\Planset\1629300_LA.dwg E 11— i' o / Jd > ! f PLANT SCHEDULE 00, 0 CODE QTY BOTANICAL NAME COMMON NAME SIZE 00 ' N I DECIDUOUS TREES r AR 8 Ac er rub rum Red Maple 3 1/2" min cal~`; NS 3 Nyssa sylvatica Black Tupelo 2 1/2 - 3" CAL. ..... UA 5 Ulmus americana Valley Forge' Valley Forge American Elm 2 1/2 3" CAL. EVERGREEN TREES JV 21 Juniperus virginiana Eastern Redcedar 4 - 5' HT., B&B 101 Walnut Street —� - 7' HT PG 9 Picea glauca White Spruce 6 . -' PO Box 9151 r , v .N v " - r w A 02471 1 Seed Mixtures Wate to n M - 617.924.1770 „ N .� 1. AREAS INDICATED AS "EROSION CONTROL/ RESTORATION SEED MIX" ARE TO BE SEEDED WITH % ., ,. NEW ENGLAND EROSION CONTROL/ RESTORATION MIX FOR DETENTION PONDS AND MOIST 21 JV AREAS,AS MANUFACTURED BY NEW ENGLAND WETLAND PLANTS, INC.AMHERST, MA(413) 548-8000, www.NEWP.com,OR AN APPROVED EQUAL.APPLY IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. ��. 3 NS � I �. II ' ,, C . III PROPOSED LIMIT ` \ '°..A ... 2. AREAS INDICATED AS "CONSERVATION SEED MIX" ARE TO BE SEEDED WITH NEW ENGLAND OF WORK CONSERVATION /WILDLIFE MIX,AS MANUFACTURED BY NEW ENGLAND WETLAND PLANTS, INC. f AMHERST, MA(413) 548-8000, www.NEWP.com,OR AN APPROVED EQUAL.APPLY IN '� ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. 7 i vv 1000, CONSERVATION SEED MIX I '.r 2 AR v / • Fj EXISTING SIG " TO REMAIN �; ,�� 2 AR / / I �/ / / / ,r � I e• ^�w �, 1 AR I /. .., � ;; I i ,,, .. ., \, " ,' ° , I, LOAM AND SEED TYP. t / f� / 2 AR I ....... ...z M w I � IJ 3 UA ,^ y r h /j/, i� �m 1 UA 1'1„., ............ OF 1 ' lac / LOAM AND 1 AR I I N SEED, TYP. RELOCATE EROSION CONTROL FLAGPOLE ' RESTORATION SEED MIX / r / I; / i 20o,R P 0 10 20 40 Feet \/ 61 PROPOSED LIMIT ,% i A, / �� "" OF WORK ., 1 P Q O 100 � National Grid R / �I OF<q I o �)C ° GYM.' _ CONSERVATION SEED MIX /� ..,.. Merrimack Valley , I IOW 1 UA ° r 0 / O&M Facility �/ / vti 1101 Turnpike Street BZ rJ / 700North Andover, Massachusetts 01845 �\ / °; / " �•,\*, ,,, No. Revision Date Appvd. 1 Res to Planning Board Comments 09 16 2024 ru / 01 Response 9 r / Z P/ m N„ , IN 7 --J O 0 0 50ND� o 1. Z / o S " y6N 0 ' IV 200 Q j m N / CD j \ SoNoti �� ti o C\J `\ / - / ✓✓ ti,,,,.,.,, Z 50'NDZ �'° 0 N '""" - / / to Issued for Date 7 R Fffg FA T FA 74 7M� F ,. r - rill. , ' - 25'NDZ,,,, ti �� Local Approvals May 30, 2024 1 ��. Plant Maintenance Notes Planting Notes Not Approved for Construction 25.Nn' 1. CONTRACTOR SHALL PROVIDE COMPLETE MAINTENANCE OF THE LAWNS 1. E 7. Drawing ALL PROPOSED PLANTING LOCATIONS SHALL BE STAKED AS SHOWN ON THE ANY PROPOSED PLANT SUBSTITUTIONS MUST BE REVIEWED BY LANDSCAPE Ln h° z AND PLANTINGS. NO IRRIGATION IS PROPOSED FOR THIS SITE. THE PLANS FOR FIELD REVIEW AND APPROVAL BY THE LANDSCAPE ARCHITECT ARCHITECT AND APPROVED IN WRITING BY THE OWNER'S REPRESENTATIVE. ' - CONTRACTOR SHALL SUPPLY SUPPLEMENTAL WATERING FOR NEW LAWNS PRIOR TO INSTALLATION. Planting Plan AND PLANTINGS DURING THE ONE YEAR PLANT GUARANTEE PERIOD. 8. ALL PLANT MATERIALS INSTALLED SHALL MEET THE SPECIFICATIONS OF THE rr - 2. CONTRACTOR SHALL VERIFY LOCATIONS OF ALL BELOW GRADE AND ABOVE "AMERICAN STANDARDS FOR NURSERY STOCK" BY THE AMERICAN 2 GROUND UTILITIES AND NOTIFY OWNERS REPRESENTATIVE OF CONFLICTS ASSOCIATION OF NURSERYMEN AND CONTRACT DOCUMENTS CONTRACTOR SHALL PROVIDE ALL MATERIALS, LABOR,AND EQUIPMENT w MAINTENANCE WORK. WATER SHALL BE FOR THE COMPLETE LANDSCAPE Q No2 PROVIDED BY THE CONTRACTOR. 3. NO PLANT MATERIALS SHALL BE INSTALLED UNTIL ALL GRADING AND 9. ALL PLANT MATERIALS SHALL BE GUARANTEED FOR ONE YEAR FOLLOWING CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA. DATE OF FINAL ACCEPTANCE. ? 3. WATERING SHALL BE REQUIRED DURING THE GROWING SEASON, WHEN CONTRACTOR SHALL NOTIFY OWNER'S REPRESENTATIVE OF ANY CONFLICT. NATURAL RAINFALL IS BELOW ONE INCH PER WEEK. 10. AREAS DESIGNATED "LOAM & SEED" SHALL RECEIVE MINIMUM 6" OF LOAM I 4. ALL Drawing Number .... ' A 3 INCH DEEP MULCH PER SPECIFICATION SHALL BE INSTALLED UNDER AND SPECIFIED SEED MIX LAWNS OVER 2.1 SLOPE SHALL BE PROTECTED 4. WATER SHALL BE APPLIED IN SUFFICIENT QUANTITY TO THOROUGHLY TREES AND SHRUBS,AND IN ALL PLANTING BEDS, UNLESS OTHERWISE WITH EROSION CONTROL FABRIC. SATURATE THE SOIL IN THE ROOT ZONE OF EACH PLANT. INDICATED ON THE PLANS, OR AS DIRECTED BY OWNER'S REPRESENTATIVE. It y 11. ALL DISTURBED AREAS NOT OTHERWISE NOTED ON CONTRACT DOCUMENTS SgNCH41 err 2 P l 5. CONTRACTOR SHALL REPLACE DEAD OR DYING PLANTS AT THE END OF d' 5. ALL TREES SHALL BE BALLED AND BURLAPPED, UNLESS OTHERWISE NOTED IN SHALL BE LOAM AND SEEDED OR MULCHED AS DIRECTED BY OWNER'S THE ONE YEAR GUARANTEE PERIOD. CONTRACTOR SHALL TURN OVER THE DRAWINGS OR SPECIFICATION, OR APPROVED BY THE OWNER'S REPRESENTATIVE. �S' Ll * 01 MAINTENANCE TO THE FACILITY MAINTENANCE STAFF AT THAT TIME. REPRESENTATIVE. Z off 12. THIS PLAN IS INTENDED FOR PLANTING PURPOSES. REFER TO SITE/CIVIL 6. FINAL QUANTITY FOR EACH PLANT TYPE SHALL BE AS GRAPHICALLY SHOWN DRAWINGS FOR ALL OTHER SITE CONSTRUCTION INFORMATION. _ ,� Sheet of ON THE PLAN. THIS NUMBER SHALL TAKE PRECEDENCE IN CASE OF ANY .15'► 9 9 DISCREPANCY BETWEEN QUANTITIES SHOWN ON THE PLANT LIST AND ON 13. DISTURBED AREAS WITHIN THE 200' RA SHALL BE SEEDED WITHLn Lgfypp � °J THE PLAN. THE CONTRACTOR SHALL REPORT ANY DISCREPANCIES BETWEEN CONSERVATION SEED MIX OR APPROVED EQUIVALENT FOR EROSION ' � ' /24 THE NUMBER OF PLANTS SHOWN ON THE PLANT LIST AND PLANT LABELS CONTROL AND WILDLIFE HABITAT VALUE. > PRIOR TO BIDDING. Project Number 16293.00 \\vhb\gb1\proj\Wat-LD\16293.00 NGrid N Andover Parking\cad\Id\Planset\1629300_LT.dwg Luminaire Schedule j W + + + + + + + + + + + + + + + U°++1IGR6STI�'ll<G I V 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.o STI?IKC .6 SYMBOL QTY MANUFACTURER MODEL ARRANGEMENT TOTAL LAMP--=-.F-�7-CCFCrC7>-iU(C>(L0L-(V--0�--1\\11o;7n/a-1I1-..;-�))�))J.J:11 1 /II-I'-1-,I--I,,I.�//1'�1'l"',lI/'11''I1-II�I�`/"�,/�I�',I IlI I,I LLF LUM.WATTS IES CLASS CCT(K)/CRI o, /i//,i , -)..�-\"� LUMENS > '�' al" ,,Il,",,l A/,,/I,"I-�-I1" II'�"'1I,,l­-.�11'l.11,."`.I 11�--.,,/14".-+"+++1+++++1.�1"�,-�",-I.-"/.'1/'I/-.,/-,.,l.1'I/--,-,,1 I'1I I,',1I:-"1,"'11'1I-/l/,1l1I/11",'l-,/1 I,I1_1 I,1 I I�I1 I1I-./,,.I,/"I I.I/? +++++,�.-'1I�"',",,."!'I .�I`"I"\,1",1 I�"-�II'Il,l"I II,I,I"II,I C'I\;/ I. 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" � li/ -�,1/,,II+++++++I++++,/+1"�,/-I"v 1-,1 Q �, / ,/ "�� , r• /c;, r, ,;,,,. ,, ,r , /;,,s ..... c 0'.0 0.0 0.0 , 0..0 0 0 0 0 % /.,,4, 0 0.. 0 0.; ,,,>;Q.:0 ''0.0 0.0 0.0 0.0 G i ' , ... „„ i..// ,,,,, .... ,,,, ,. .. ,,,,., Q , / v/. ., „// , a .... ......... � � .. ................_ Drawin Number i ii „�, �, , , , ,,, , N „ _. -: , / " , .. / '�, „, ,�;,. , e" ,„ .. ... .. .. .. o / ', ,, ,"I'll , /" OF M o ,' , � /�`,, AS i A ��a' „� ;, ;�, P� S� N , i ✓,, ,% ,, ,, / �� � cy6 o �; ,.' o N ; " .. .. .. i�j6= :;' T.�e�4Farwad°tN T e4'Wdd',e T 5(JPw1 SHANE S / „ , , ,,,,,, yp yp ,p' ji „ / 1 " ,r' i // o M I ICZ N CHNIEW + " .,_, ,.,,,, // %; ,., ", ,.z,' CIVIL , : " , ,. ,. �' N 7 �, r, _. Sheet of , >, , , s,o � 1 1 -, � " Nay r /, / _., ti - / , �0; / , / / -0 / / , ., I % ,,,,,,/ '(.,,..,,,v... -- / /� ;��^ I J Project Number > / till/;, , .. S �_,�,i'�l. P t N b /, , P, ) /' / r ,,., 16293.00 LEGEND \ MERRIMAClr I EDGE OF PAVEMENT EP _ COLLEGE BITUMINOUS CONCRETE CURB ? O �� 107C-121 ` SLOPED GRANITE CURB L Ord n 1 SUNITHA MADHA VRAM v n O z N3 SA TYANARA YANA 114 VERTICAL GRANITE CURB O n 1 � N � �N SARIDANA e SINGLE SOLID WHITE LINE �SSL W n c � SSL Y v r 107C-17 ASHISH KUMAR GUPTA SINGLE SOLID YELLOW LINE n LOCAL UNION 2321 z CHAIN LINK FENCE O 107C-127 / C - BUILDING CORP. \ \ INDEX CONTOUR BYONG ✓/K �JINTERMEDIATE CONTOUR HAN SIGN �� i ��� \� Q� LIGHT POLE w � GROUND LIGHT HYDRANT SEWER MANHOLE ® R'M239,75° ��� � � PA UL BERZINS � VICINITY PLAN SCALE: 1"=2,000't CATCH BASIN ® / \Wv LAURA RINDONI-BERZINS n WATER GATE 1 — k — I ` UTILITY POLE _,�' ��� ' REFERENCE PLANS z � — —�! v ` MONITORING WELL o ��,, o = ° i / �� �� a 1. NEW ENGLAND POWER SERVICE COMPANY PLAN OF LAND IN NORTH ANDOVER, MASSACHUSETTS TO BE ERR"AR3'NO / ( I CONVEYED TO MERRIMACK-ESSEX ELECTRIC COMPANY BY GEORGE A. REA ET UX OCT. 24, 1957. ENRD PLAN L _ — �ITAWET FLAGS .INF rn a V �c_ _ �� i i / �� ®' ` #3586. i STONEWALL _ o 2. NEW ENGLAND POWER SERVICE COMPANY PLAN SHOWING LAND IN NORTH ANDOVER, MASSACHUSETTS TO BE z — / �� \ MARSHA TELESETSKY CONVEYED TO MASSACHUSETTS ELECTRIC COMPANY BY VINCENT L. SIROIS ET UX MARCH 16, 1971. ENRD TREELINE1�� rn �, ®®®® V N1520 56'!V 200 FT. T o / / MARK FIELDER PLAN #6355 RIVER FRD/V RIP-RAPS I` n �38.64' AREA Ll/VE , / �V � � / `� 3. PLAN OF LAND IN NORTH ANDOVER, MASS. PREPARED FOR FIORI FAMILY TRUST JULY 16, 1993 BY THOMAS E. SEWER LINE S / % / _ s // �J / / _ NEVE ASSOCIATES, INC. ENRD PLAN #12279. DRAIN LINE ® �' ® A ®� �/ / _ A A �i ` 4. NEW ENGLAND POWER SERVICE COMPANY MASSACHUSETTS ELECTRIC COMPANY NORTH ANDOVER SERVICE UNDERGROUND ELECTRIC GE / _ 5 oE'— � ,. � � � �� A � � � CENTER DRAINAGE PLAN #B-2539-.. PROVIDED BY CONECO. UTILITY POLE W/LIGHT �❑ / m ® \ \ \ ` ° ®� 107C-108 5. PROPOSED SEWER TIE-IN PLAN PLAN & PROFILE 1101 TURNPIKE STREET, NORTH ANDOVER, MA ASSESSORS BANK \ — 1 \ _ GERALD FERRAGAND TOP BANK FLAGS Y # / / \ SS`� � I MAP 107C LOT 16 PREPARED FOR NATIONAL GRID MAY 12, 2006 BY NEW ENGLAND ENGINEERING SERVICES. TOP BANK SHOTS / / so BANK / N08'4356'!V �� _ A 5 PROVIDED BY BOB GOODWIN. .36.38' Aw 25-FT NO-DISTURBANCE ZONE SAN✓/V & MALA � � �" N � �..• — — � � I / X 50-FT NO BUILD ZONE - SHR/VASTA VA 100-FT BUFFER ZONE - - 200 FT RIVERFRONT AREA _ N6853'05'E z �� — �o / NOTES N Cp aNK / / i _--ar / ss �j 4234'_ /ice 107A- 32 N N �� — — 100,F R / � — „/ �� �— MDUNIR ✓ERMANY 1. OWNER OF RECORD OF MAP 107C LOT 16: METROWEST REALTY LLC, PROPERTY TAX DEPTARTMENT, 40 SYLVAN ROAD, WALTHAM MA 02451-2286. N8934 42 E — / �> \ DEED REFERENCE TO PARCEL: BK. 5326 PG. 269 IN THE ESSEX COUNTY NORTH REGISTRY OF DEEDS. l o _ �_• _ 115.51' 77.13 �V 1 �J \ . 2. 107C-16 INDICATES TAX MAP AND LOT NUMBER. 512'35 05 E i. \ p �� — 3. THE PURPOSE OF THIS PLAN IS TO SHOW THE RESULTS OF AN EXISTING CONDITIONS SURVEY a�V 1 Z I h ( \ LOCATED AT 1101 TURNPIKE STREET IN NORTH ANDOVER, MA AND NO OTHER REASON. 107C-64 'N \� V A o / \ �\ /- . . . 4. VERTICAL DATUM: NAVD 88 (CORS) /� 5TEPHEN N vv(.A -A t / BENCHMARK USED: CORS STA MASA HENRY \ \ \ F p_ BENCHMARKS SET: AS NOTED 5. HORIZONTAL COORDINATES: PROJECTION: MA STATE PLANE HORIZONTAL DATUM: NAD 83(2011), EPOCH 2O10.00 Z 6. THE LOCATION OF ANY UNDERGROUND UTILITY INFORMATION SHOWN ON THIS PLAN IS APPROXIMATE. \ I _ _ �� o A / A� � — —�� A V A �� TFMORAN INC. MAKES NO CLAIM TO THE ACCURACY OR COMPLETENESS OF UNDERGROUND UTILITIES ) r ) �� V A �j� \� SHOWN. PRIOR TO ANY EXCAVATION ON SITE THE CONTRACTOR SHALL CONTACT DIG SAFE AT �;•� �^ � � � � ���I / � �� _ Y`\� \ � ( � � � �� � k\ '� � V � V 1-888-344-7233. TRUSTEES OF 7. THE NORTH ANDOVER TOWN CLERKS OFFICE HAS NO RECORD OF DISCONTINUANCE OR ABANDONMENT � FOR FORMER CHESTNUT STREET. RESER VA TONS � \ � \� - I l � 1 I V � �, Y � 200 FT. \ \ 8. BOUNDARY LINES NOT LABELED WITH A BEARING AND DISTANCE ARE GRAPHICAL AND APPROXIMATE 200 FT \ %per RIVER FRONT \ AND ARE NOT BASED ON BOUNDARY SURVEY OR REGISTRY RESEARCH. V A� J Rl ER FRONT \ V / ���o� AREA AREA L/NEs� � 200 Fl 9. THE CULVERT INVERT ELEVATIONS AT HW 217 AND THE 66" CMP AT THE ENTRANCE DRIVE HAVE BEEN REVISED DUE TO THE ICE AND SNOW CONDITIONS DURING THE ORIGINAL SURVEY. 4 N,. $� �, o V A V A 10. ORIGINAL FIELD SURVEY PERFORMED IN FEBRUARY 2014. ADDITIONAL FIELD SURVEY PERFORMED IN k 0.53 ® �� P \ \ SEPTEMBER 2022, JULY 2023, AND MARCH 2O24. 11. TOP OF BANK FLAGGING AROUND THE EXISTING POND WAS NOT FLAGGED. TOP OF BANK WAS LOCATED PER FIELD OBSERVATION WITH DESCRIPTION BANK. 2$ 01'`�$ m N \ \ \ \ \ \ I 563/ 71— 1775 TURNPIKE TRUST LL C N Graphic Scale 107C 31 / / i 80, 40' 0' 80, 160' 240' 320' TRUSTEES OF v / RESER VA TONS tA I 1 " = 80' TAX MAP 107C LOT 16 OVERVIEW EXISTING CONDITIONS SURVEY Copyright 2024 TF Moran, Inc. 1101 TURNPIKE STREET 48 constitution Drive <' (S� NORTH ANDOVER, MASSACHUSETTS Bedford, N.H. 03110 VAV o/� �'� %� i OWNED BY AND PREPARED FOR All rights reserved. These \ / MASSACHUSETTS ELECTRIC COMPANY plans and materials may not , d/b/a be copied, duplicated, / \ replicated or otherwise I\\\� \� 100 Fr r reproduced in any form 50 F nationalgr*id whatsoever without the prior WW \ 3 written permission of TF @ obb ✓ 40 SYLVAN RD. Moran, Inc. Q ��� 4 Z SCALE: 1° = 801 WALTHAM, MA 02451 AUGUST 24, 2025 N N This plan is not effective Q F FE unless signed by a duly �N �_ TEES LAND SURVEYOR CERTIFICATION authorized officer of CONTACT DIG SAFE 72 BUSINESS rn / TRUSTEES OF N of M HOURS PRIOR TO CONSTRUCTION 107C-32 � RESERVATIONS P�� ASS9 Civil Engineers 48 Constitution Drive TF Moran, Inc. "I HEREBY CERTIFY THAT THIS PLAN HAS BEEN PREPARED � MICHAEL 0 Structural Engineers Bedford, NH 03110 TRUSTEES OF a C. RESERVATIONS / ACCORDING TO THE RULES AND REGULATIONS OF THE a R. N Traffic Engineers DAHLBERG "' Phone (603) 472-4488 REGISTERS OF DEEDS UNDER MASSACHUSETTS GENERAL o � Land Surveyors LAWS CHAPTER 36, SECTION 1 3A". 0 co Fax (603) 472-9747 3 4-3-24 REVISE PER COMMENTS TNB MRD #�55 Landscape Architects 2 3-20-24 ADD ADDITIONAL FIELD SURVEY TNB MRD to FESS�Q e Scientists www.tfmoran.com 2024-04-05 qNa suRIJ0 1 3-1-24 REVISE PER COMMENTS, ADD INVERT INFO. TNB MRD REGISTERED PROFESSIONAL LAND SURVEYOR DATE F REV. DA TE DESCR/PT/ON DR CK DR $Tg FB 31433.01 SHEET 1 OF 4 E CK MRD CADFILE 31433-01 Survey 2023 LEGEND �� � NEj&j EDGE OF PAVEMENT Ell, CATCH BASIN DRAIN LINE 50431105 BITUMINOUS CONCRETE CURB WATER GATE wv UNDERGROUND ELECTRIC UGE / GS SLOPED GRANITE CURB DQEF — 36 SHRUBS \ UTILITY POLE UTILITY POLE W�LIGHT �❑ 36'MAPLE 42 ' ° \ VERTICAL GRANITE CURB BANAL I TOP BANK FLAGS X SINGLE SOLID WHITE LINE SSLW MONITORING WELL F BANK SINGLE TOP BANK SHOTS X *28„ WF _ i i NETS T SINGLE SOLID YELLOW LINE SSL Y WET FLAGS 30„ 5048/2 W SSL W 25-FT NO-DISTURBANCE ZONE - W \ �� CHAIN LINK FENCE 0 STONEWALL i DEL V/ 50-FT NO BUILD ZONE - 45"l�1/HIIT i BRA 0 INDEX CONTOUR SSLY — FINS w�0 � J TREELINE i 8'4FFLE p 100-FT BUFFER ZONE - i \ 76'MAPLE / INTERMEDIATE CONTOUR RIP-RAP SIGN n 200 FT RIVERFRONT AREA _ SEWER LINE LIGHT POLE 0 F/ " 34 C; GROUND LIGHT 4 HYDRANT � � N Y I NEN&T �� °� \ o A V 155SI104 on SEWER MANHOLE �S \ � EU�� MH3372 24" APPLE RIM=258.75 CONC BL OC/C \ \6\EL SCTR/C BOX �� CA wv 234 7R4N5F0RMSR5 ON / / 4 s _ CONCRSTS PADS 0�� LSA � � \ moo- 232"� � � � �� � � i n OL+236.8 ° gGEi — �s sus V POST ONLY (TYP) 22g / i � 20" LSA / \ J G / CANOPY — 23 — rP CEDAR \ NETWT AGE ELEC 5 TEEL GAR TYP `�___- TV CH RO/NO 26 / / / / �� i�5049/77//05 1-STORY +23s99 �� - BOX +2237 ��� — 28 STATION 22g, 2 O / 7//V — +23655 2 7P AT/OVAL OR/D EXIS GEI 2 DADA — — i q //0/ TURNP//YS ST CB 272 CONDUIT +2234 �S/N226 FLAOPOLS S1VH707 22 / 2�C — _ — RIM=222 67 222 �8 / +223 + 3 3� (FUL L OF WIRSS W WA TERM I — — O cB276 3 5 +�2 .70 +225 0 _ — — -226 sFHN6 oNFD�� � \ +22 oa +235 76 SSL Y / \ +236.95 i RIM-222 37 ® ® TP RIM=223 25 INV1A-21770 ® ® 0 / / / CB215 EEP +2 2 50TTO 27786 2� i / / � 36' '� �_ � SSL W CB 277 � /NV 78=277 62 / \ BOTTOM � � � � / // / � R/M=206 62 R/OHT" +236.27 223 77 Y 2 W D SUMP=277 43 / 2373 CHANNEL-277 40 / / // / /NACCSS/BLS \ +236 s3 i T SSL SSL W 2-R FT. �S +222 66 /7B� _ i / — SMH105 / >2,ASB +235 3o RI VER FRONT 5 �/NVSRTS / +224.4 200 FT. RIM=207 52 +23573 \ CB 200 AREA LINE NEYPAD 5,� I F 242 /NACCSS/BLS BUSHES/LARCSCAP/NO - �gAYE � O� ` � +223 4 / � L R/L/ER FRONT � S V / +235 s0 — �� _ 222 95 14t `� — A / j AREA L/NE SSLW (IA) o S > ��BOULDER AROUND BOULDERS (TYP) / CB 213 / _ _ 17 og) (F'P) WOOD � — y / � // � �/� � 62 5 �� � T�� \ \ SSLW +234.85 _ +23470 _ 72 ADA SIGN O 223 Tn +222 3� s �„R GP +223 s lop- O PAR /NO OUARCRA/L (TYP) // / OPT/CAL L0 OUTS ET ® S Y 75 V 2 s EiTHER s ET- — sENsoR +2 8 SA� +222 99 BOX TYP) _ 235 o 77 0 +235 53 \ / 6� S Sg� 96 (TYP) A A RIM 706 16 ssL V 6 �s RiM=279 87 P �� 5 I +236 37 (+2 ti o 287 / i \ INV,1A=275 78 E LC P �2 78'BCP \ +235.39 9 C ONC.PAD v S g / 7 s +23550 372 INV,7B=27574 2>V S +2 6 5O4 r�5 /NV=20377 �j VR \ / o SSLY ' ROOF OVERHANG — �� ��7A) A SUMP=27524 ;o • F +234.60 76 --)� SS Uc �76 (ABANDONED) 5 " � � F.F.E=223 92 — � +222 45S' B� S � \ 5 SMH708 +235 25 o CB 214 Y ) 2 R/M=222 93 222 Y �sT ssL w >�.. _ �F +234.a6 72'ASB D SSL ��iL INA7A=2 a 78 a / . . 506 y / IN 78-27 . 9 �� +27a a� V � � EP \ 5 STOP I 501 i SSL CB 201 +235 04 o R G SUMP=277 3 s �- +277.77 / o g - SL W 240 / /8 — 220 s / AHEAD" / o i 8 STOP" e J � +2353 � S � / �� APPARENT OUTLET � ��� ' • U' � 507 � \ GCE SHED _ ' 2' / 215� - (INVERT NOT FOUND) q S 2 1-214- 7-274 1 ) Al, +234.47 SSLY �7 � ��� S \ J T \ ,— +235.s7 ST�� P2 i �OSC/DUOUS / / / / " Al, 1-21> +2143 +234 24 +24 62 .. �� r / \ V / o SSLW F SH, �TYP� � /.�li, 216— - — - ali Q6 S / / 502 ....._... STEECOMFEROUS �1-212 7-210 OPR / SMH 704 508 SSL W SHRUB TYP ti / / _ — — — — — 2E Y Y RIM-273 79 A � � � 1 216�DEC/DUOUS \ � � � i� / / +02TT 1 6 / 23522 CB 202 SSL / / _ / / i TREE �TYP� 1 5 - l, All 20 � ,�,i � �I/v�//v=2oo.28 sMH7o6 V � All � �. �1 �6 6G / �r y � Ivy/v=20035�sMH7O� FOND 56'CMF o 5 g Y T J IN OUT=200 35 BTOP6 o /� 8" CMP OMGED �1-2>90 (6 _/NV-207 25 �1-209 55L� / �� �6 MOB/L S SPzSD TAIR�200 83 RECYCLE AR A +234.44 / �s 234 /NV 27�_ / CON/FSROUS i T6/�/ / DETECTOR D/SPLAY 500 509 -230 / TAB / / -221 Ali, 2 e.6 5 g -221-27— TREE TYP) OB �� +23337 / GATE TOR 234- O >-222 DUP :�-�`•.� 1-207 / / /� C� � Al, CLT W — BANK 770 Ali, / SLSC ORES �•� 8 .232 100 U � � j �1�, �.. /''� O6 i 58' CUP — — — — — =278.67 — N \ \ +2422 CGS — 2� i A 5 6 S /NV,=203 6 2 T - � _ i Y 12 /V _ 4� i 2 s, i —BOULDERS /. /' _ 5 / / Of �� BANK >09 234- i 4 3 CD NgVgS _ — 228' -226 22 2 >-223/ i /.• ali,i 1 205� i R6 �� SM 3 / 06' / B �„ \ 5-770 \ — ti S _ ,. BANK . 1 1-06 E / / _.. \ \ \ GA E — — `' o 0 0 _ — — — _...--- 6�\ o A 1 / _ -.�.. .• BAN # >18 / o BANK 708 \ _ 0 3 0 l -— BA , — .. ��1-2Q4 \ — / G Y �� i�� � A/N 117Y _��TOP # — 4,0 Y PHONE 78" RCP i A C / _ OF ali, i /NI/=2779 ��s — �... 220 227J4 / � •r^ BANff» SL AXLE ROD +23377 S \ (. — _ b ,�li, / _ t9 409 BANKS 119 � // �; 70 C/ V — A / hV GEAR D °� �� a `��_.,�' — B /K \ F� 1-200 _ I INV-216.8 � / � JC / �::-� � � � \ � 1 10, i n — \ -ate' B9NK� 16 Ali, / J 1-10.3 I D 55" CMP PIPE DMO „� / V — - / � 66"CMF BgNK 1-202 702\ I — — V /NV=275 9 BAN � ,. 70'RCP, ////� / / B 5.�. a>. +233 60 72"�C'/� ,���� \ � q / / � R/O/iT � SMH 7O2 • � \ � \ 0 — / o +23.00 B NK \ , R/PR4P SLOPE V / / / S I a /NV=2D4.00 �1-101 Y SB p /NV,=277 , /NV.=279.75 70" C/ 22 i ARRO V Y �ro� +'\d' �' d M BANKS 121 \ +233 70 / � �� ,�a, ®� (TYP) �220 - � �:a sue, a=' � 408 Y BANKS 107 32 s4 /NV 22 / /S i „ SF I ,. aa _ 5-112 /NV.-217.52 ) A \ OMH 203 D — \ ,A — +22322 STOP /NV=276.43 `� , � , °I # \ N Q 75 RCP FES — a �,� Q / \ — / c 1€ V �, 400 ABANK 106 - _ �� / 1 /NV-22522 _ o 2370 CB 210 1 V � V ow" — tee. — — — sHRU6 �� AREA of \ „ 407 ,a ,o — 230 naw �) �l1, �� C. 401 2i -ii V — LEDGE __D — — I RASPBERRY / \ i6gTq Y / j->00 \ Q ��� � — - TYP Y ; — — ti SL.Ow DOWN,,. \ 406 — / i _ _BANK# 122 � HLINE \ 'BUG L S UR" 0 28 / D U1 T — BUSHES (TYR� V Y • , 230 1„— / 2 \ CB 204 / 224�0 � / +223 69 V I v v _ "slop ss _ �— CB 2006 � � �� 1 TAX MAP 107C LOT 16 6 C/ +234.77 \ +232 06 ,. A AHEAD" a 20 / — 4 v BENCHMARK: /NV.=227.42 +2333 \�� SS \ 4'PVC ARROW NUT HYD' Y � � _ � v ,1 EXISTING CONDITIONS PLAN -3 a s \ �� �CB 208 •�� " +22474 � � ELEV=226. ��A �\ V '- ° TANK sHFD �' \ 1405 . 1101 IKE STREET CB 205 �� 1 /� NORTH ANDOVER, MASSACHUSETTS CB 209 +224,32 206 / OWNED BY AND PREPARED FOR +224.3s 224.�X LING 4 r"DV / I o\ �� _-__ — _ zSo �� �� STEEL g"cl �s MH 700� - — MASSACHUSETTS ELECTRIC COMPANY \ /DTCORR _ 2�0- �— GA RAGE W� _ d b a /o \ 1 1 FOUND 2350 F I M TCHLINE +224 �6 _ k I MATCHLINE � nationalgrid — Graphic Scale Copyright 2024 © 40 SYLVAN RD. TF Moran, Inc. �� �� NOTES SCALE: 111 = 401 WALTHAM, MA 02451 AUGUST 24, 2023 40' 20' 0' 40' 80' 120' 160' 48 Constitution Drive 1• SEE SHEETS 1 & 3 FOR REFERENCE PLANS, NOTES AND INVERT DATA =6� Bedford, N.H. 03110 All rights reserved. These plans and LAND SURVEYOR CERTIFICATION Civil Engineers Be Constitution Drive 1 " = 40' materials may not be copied, N of M Structural Engineers Bedford, NH 031 1 0 duplicated, replicated or otherwise "I HEREBY CERTIFY THAT THIS PLAN HAS BEEN P gss9 Traffic Engineers \�� �` MICHAEL °y Land Surveyors Phone (603) 472-4488 reproduced in any form whatsoever PREPARED ACCORDING TO THE RULES AND = � Y without the prior written permission of REGULATIONS OF THE REGISTERS OF DEEDS UNDER R. m Landscape Architects Fax (603) 472-9747 3 4-3-24 REVISE PER COMMENTS TNB MRD p DAHLBERG TF Moran, Inc. q ee MASSACHUSETTS GENERAL LAWS CHAPTER 36, o Scientists www.tfmoran.com 2 3-20-24 ADD ADDITIONAL FIELD SURVEY TNB MRD �� 4° SECTION 1 3A". 0 ff##3�35� 1 3-1-24 REVISE PER COMMENTS, ADD INVERT INFO. TNB MRD This plan is not effective unless signed o �q"FessXO`'oe F DR STB FB b a duly authorized officer of 0 0 � Q F E 2024-04-05 No suRVE4 L 31433.01 SHEET 2 OF 4 REV. DATE DESCR/PT/ON OR CA, Y Y TF Moran, Inc. 0 CONTACT DIG SAFE 72 BUSINESS REGISTERED PROFESSIONAL LAND SURVEYOR DATE E CK MRD CADFILE 31433-01 Survey 2023 HOURS PRIOR TO CONSTRUCTION CB 209 +224.32 //� T6 / ` �� 20 - �_•��1� - \ �- - 224.32 , _ _ - - LEGEND N\ 2n 2 2 _ - - - 22 +224 3s EXISTIIVG 4"Cl � ��� _ - � �V n STEEL 6 'Cl S SMH 700 _ - 2�0- - - �- A SRAGE� wv _ EDGE OF PAVEMENT RECORD NO _ - �� �GA / BITUMINOUS CONCRETE CURB FOUND +23359 � � / a � - +224, � \ SLOPED GRANITE CURB M TCHLINE MATCHLINE \ - A \ +224.36 �1� VERTICAL GRANITE CURB +234.63 \ / \ \ �� �- - +233 / �V A \ CB 207 6 C/ - SINGLE SOLID WHITE LINE SSLW L/M/T OF SURVEY 4 STZTL SINGLE SOLID YELLOW LINE SSL Y \ SEPTEMBER 2022 VENT F/FE +22 o N CHAIN LINK FENCE o o INDEX CONTOUR INTERMEDIATE CONTOUR l N +224.47 N + ) +23 79 +224es / SIGN L i 200 FT +234,as \ V +224,45 F o� LIGHT POLE N - -P GROUND LIGHT 4 RlI/ER FRET A N� +22532 BITUMINOUS T \ +234 50 - - -C% -ii FACE AREA \ x _ PA ADMENT - - A A - -226 - I �F HYDRANT TI SEWER MANHOLE �S 7 - rt +2248 � CATCH BASIN ic . +22564 Cn WATER GATE wv U I �� a� CHAIN 1 V 107C-16 /I z UTILITY POLE O T/4 FENCE W/B kV - _ °� o o MONITORING WELL G� � ✓_� WOODEN GUARDR IZ CA WETFLAGS wF +224 38 �\ 225 29 - -- \ +226 16 �� STONEWALL IN - > TREELINE +224.3 - - RIP-RAP 0� +221.62 � � � DRAIN R LINE E � 22521 - ��\ 5-105 UP W/�/ +226,12 W DW. EP V/ UNDERGROUND ELECTRIC UGE \ ,SOLAR o M A \ \ PA VEL 8' CHAIN NH FENCE / \ �❑i Ali, UTILITY POLE W/LIGHT / +22507 +2228 TOP BANK FLAGS X BANKS N � +22349 \ TOP BANK SHOTS X BANK Ali, 25-FT NO-DISTURBANCE ZONE - �� �� +224,34 -3 A 5->06 50-FT NO BUILD ZONE - o n 100-FT BUFFER ZONE - _ �240 /A / I +219.40 � � _ 200 FT RIVERFRONT AREA )+229.92 NO 38_ � +22437 227711 +222 93 / / +22545 - _ +236.40 SEWER AND DRAINAGE STRUCTURES E i / 2 + YARD SMH 100 CS 200 (ROUND) CS 208 (ROUND) +235 s9 � / ,022s.01 / B/TUM/NODS / +22o s3 WOODEN R/M=223.65 R/M=232.72 R/M=223.71+21a 80 /M!/N=219. (77 CB 207) / GUARDRAIL SMH 101 CB 201 ROUND /NV/N=220.71 (4"PVC & 6 C/�" +236.21 / PA El ENT Q / i R/M=223.25 R/M=233.52 /NV OUT=219.44 J +236 95 / � / i � TABLE=217.86 - /NV/N=222 81 (CB 200) SUMP=217.71 TRUSTFFS OF - / / 220 BOTTOM CHANNEL-217.4O /NV/N=22287 (CB 213) F�FSFF� �� ����� °v +223 43 +220 72 _ (/NVERTS /NACCESS/BLE) IN V/NV OUT=22221�ff 214) R/M=2320,9 .4OUN0) / +278.47 / +221,81 I SMH 102 SUMP=221.33 R/M=221.38 CB 210 o / � �/ / +2 ,99 / /NV/N=21365 CB 202 (ROUND) R/M=22229 /NV OUT=213.67 /NV OUT=217.41 TABLE=214.08 R/M=233.12 SUMP=216.29 T STOCKYARD +224 07 / EP IN OUT=228.80 i / i SUMP=227.55 219.54 �/ � / SMH 103 CB 211 (ROUND) \ �U R/M=219.58 OMH 203 (ELECTRIC COVERS � / +2339s V / , 4->0> /NV/N=210.68 R/M=234.12 R/M=234.65 �a B/T M MM� / o / �� I TABLE=211.08 5 CB 212 6 DRAIN GRATE i /NV/N=226.00 (CB 2O2J +23537 PA I/EMENT / �� / / ''I� /NV/N=226.00 (12':4SB) R/M=233.41 / +220. e / �j SMH 104 /NV OUT=226.14 R/M=213.79 SUMP=225.86 CB 213 (ROUND) // / �j 40 /NV/N=200.28 (SMH 103) R/M=234.38 CB 204 \ c / +221,s7 /' i /NV/N=200.35 (SMH 101) /NV OUT=200.J. R/M=232.08 RI =2 (ROUND) TABLE=200.83 IN OUT=228.38 R/M34.45 51,1UP=226 58 +223 / / �� , /��� . SMH 105 cB 215 CRUSHED / \ R/M=207.52 CB 205 (ROUND) R/M=206.62 NW \ 5TON _ _ A R/M=22 (/NACCESS/BLE) / / /NV OUT=22221.84 @qQ Qoee� N \ V / / 3-11> SMH 1068(4BANDONED) SUMP=218.77 CB 216 (ROUND CBS =219.+232 i / l IN 1A=215.18 R/M=222 37 /NV 19=215.14 C6 206 ROUND)07 /NV 18 217.62 Q F FF �_ A 3-112 3-JO9 �- - _ _ SUMP=21524 0 � \ � +2330 - � � / � � � / �- /NV/N=221.37 SUMP=217.43 O �� V - �I�, SMH 107 (ELECTR/C COVER CONTACT DIG SAFE 72 BUSINESS38 / I R/M=222.61 /NVOUT=221.18 +23,14 i i //J_ J-110 �� SUMP=218.80 HW 217 HOURS PRIOR TO CONSTRUCTION \ EP / i \ w/B% // 07 ( /NV=21798 (18) NA1N LINK FENS/ i 1 3-107 SMH 108 R/M=223.46UN0� /NV=217.48 (2) / # C � / - 113 R/M=222.93 Copyright 2024 © \ \ 8 � / / A C- � i \I,, 'dl' �1�, /NV 1A=218.18 TF Moran, Inc. _ A i �� �� �� �� /NV 1B=2181s Graphic Scale - BENCHM/RK ✓✓ SUMP=217.33 48 Constitution Drive �� �� - - 3-108 P \\ / - - - 5�8' �/RON P/N I ali, Bedford, N.H. 03110 �� �� _ _ - FLU H 40' 20' 0' 40' 80' 120' 160' All rights reserved. These \\ - L - - ELE�i--22087 3-102. J-104 plans and materials may not , , -� \\\ _ - - rr / be copied, duplicated, \ \ /- - - �- -LIMIT OF SURVEY I 10� Fj• I 3-115 3-103 - replicated or otherwise SEPTEMBER 2022 r All 40 reproduced in any form 5� F 3-101 whatsoever without the priorLd written permission of TF \ 25 FT• / Z TAX MAP 10 7 C LOT 16 Moran, Inc. 2-101 = DETAILED EXISTING CONDITIONS PLAN This plan is not effective 2-102 3-700 F- Q unless signed by a duly 2-704 z I 1101 IKE STREET authorized officer of N N TF Moran, Inc. _� NORTH ANDOVER, MASSACHUSETTS OWNED BY AND PREPARED FOR 3�1- 107C 15 MASSACHUSETTS ELECTRIC COMPANY o� v TRI�STFFS OF d/b/a 107C RZ 5Z11F Val T/OFS n ionalgr*id TRUS TFFS OF 40 SYLVAN RD. SCALE: 111 = 401 WALTHAM, MA 02451 AUGUST 24, 2023 F�FSFFR V% T/O/VS NOTES LAND SURVEYOR CERTIFICATION �N of Mqs Civil Engineers 48 Constitution Drive 1. SEE SHEET 1 OF 3 FOR REFERENCE PLANS AND NOTES. e` MICHAEL s9 Structural Engineers "I HEREBY CERTIFY THAT THIS PLAN HAS BEEN PREPARED ACCORDING ` ° Bedford, NH 03110 � a � Traffic Engineers TO THE RULES AND REGULATIONS OF THE REGISTERS OF DEEDS UNDER ° R. m Phone (603) 472-4488 MASSACHUSETTS GENERAL LAWS CHAPTER 36, SECTION 1 3A". o DAHLBERG Land Surveyors 1 u # 5 Landscape Architects Fax (603) 472-g747 3 4-3-24 REVISE PER COMMENTS TNB MRD Scientists www.tfmoran.com 2 3-20-24 ADD ADDITIONAL FIELD SURVEY TNB MRD / V 2024-04-05 �A Fess�o`' e 1 3-1-24 REVISE PER COMMENTS, ADD INVERT INFO. TNB MRD REGISTERED PROFESSIONAL LAND SURVEYOR DATE �"D suR`1E'a F REV. DA TE DESCR/PT/ON OR CK E 3143 3.01 CDR MRD CADS ILE 31433-01 Survey 2023 SHEET 3 0 F 4 LEGEND EDGE OF PAVEMENT Ell, BITUMINOUS CONCRETE CURB A SLOPED GRANITE CURB V G VERTICAL GRANITE CURB ���� \ ��. \� MATCHLINE SINGLE SOLID WHITE LINE I SINGLE SOLID YELLOW LINE SSL Y TEEL �� BANKS 70-T CHAIN LINK FENCE INDEX CONTOUR f INTERMEDIATE CONTOUR 200 FT. SIGN n \ RIVER FRONT AREA \ LIGHT POLE 0 �F�o � on GROUND LIGHT t BANKS 102 HYDRANT � 200 N SEWER MANHOLE �S \ BANKS 126 0 �� C) CATCH BASIN wv BANKS 101 j � WATER GATE \ BANKf 700 o UTILITY POLE \ SANKf 727 MONITORING WELL WET FLAGS WF � BANKS 128 STONEWALL CDCDCDCDCDCDCX= / — TREELINE �� _ — RIP—RAP SEWER LINE 5— DRAIN LINE 9 \�\ 5-105 — UNDERGROUND ELECTRIC GE \V� \ ( 5-1� 5-103 —5-102 UTILITY POLE W/LIGHT ❑ \\ \ �I�, l All � BANKS \ 5-101 TOP BANK FLAGS X \ \ \ � —5-100 TOP BANK SHOTS X BANKAll 25—FT NO—DISTURBANCE ZONE 50—FT NO BUILD ZONE 100—FT BUFFER ZONE — \� 5-106 5-107 200 FT RIVERFRONT AREA — +279 4° 5-111 107C �2 - - 1 /75 TUR/VP/�P TRUSS T L C +218 80 WOODEN CUARDRA/L +218,47 i i 4-100 4-102 F� \4-707 Ali, 4-104 \ 09 4-105 J-107 ` Graphic Scale 3-106 40' 20' 0' 40' 80' 120' 160' .3-108 J-105 1 " = 40' .3-104 TAX MAP 107C LOT 16 Copyright 2024 © DETAILED EXISTING CONDITIONS PLAN TF Moran, Inc. �� [�[ � Z 48 Constitution Drive J 1101 IKE STREET Bedford, N.H. 03110 �Q \ NORTH ANDOVER, MASSACHUSETTS All rights reserved. These Lf Q OWNED BY AND PREPARED FOR plans and materials may not MASSACHUSETTS ELECTRIC COMPANY be d/b/a copied, duplicated, �� rep licated or otherwise I *d reproduced in any form whatsoever without the prior nationalgri written permission of TF � Moran, Inc. QgQQ o Qoee 40 SYLVAN RD. SCALE: 111 = 401 WALTHAM, MA 02451 AUGUST 24, 2023 This plan is not effective unless signed by a duly �nn �D Q �° F [E authorized officer of 0 ,LI1ILII CONTACT DIG SAFE 72 BUSINESS LAND SURVEYOR CERTIFICATION �N OF MSS TF Moran, Inc. HOURS PRIOR TO CONSTRUCTION P� s9 Civil Engineers 48 Constitution Drive "I HEREBY CERTIFY THAT THIS PLAN HAS BEEN PREPARED ACCORDING =� MICHAEL 0(f Structural Engineers Bedford, NH 03110 TO THE RULES AND REGULATIONS OF THE REGISTERS OF DEEDS UNDER 0 R. m Traffic Engineers DAHLBERG Phone (603) 472-4488 MASSACHUSETTS GENERAL LAWS CHAPTER 36, SECTION 1 3A". o Land Surveyors 3 4-3-24 REVISE PER COMMENTS TNB MRD U /4335 Landscape Architects Fax (603) 472-9747 �g4L 2024-04-05 A oMM� Scientists www.tfmoran.com 2 3-20-24 ADD ADDITIONAL FIELD SURVEY TNB MRD REGISTERED PROFESSIONAL LAND SURVEYOR DATE �9V0 suRVoa� 1 3-1-24 REVISE PER COMMENTS, ADD INVERT INFO. TNB MRD F REV. DA TE DESCR/PT/ON DR CK L E 31433.01 CR MRD CADS ILE 31433-01 Survey 2023 SHEET 4 OF 4