Loading...
HomeMy WebLinkAbout2009-01-29 Plans LONDI' S shy Associates,Inc. 674 TURNPIKE STREET MA 315 IVng, Street0 NORTH ANDOVER, e�ding,MA 01PA 76I-944-6400 8AX 761,944-0180 SITE CONSTRUCTION PLANS I INDEX OF DRAWINGS OCT 31 n NORTH ANDOVER SMEr NO. DRAWING TULE LATEST REVISION DATE NOkIHANDOVER C-1 TITLE SHEET - PLANNING DEpA�TMENT C-2 GENERAL NOTES&LEGEND - C-3 MISCELLANEOUS DETAILS - C4 STORMWATER MANAGEMENT DETAILS - C-5 EXISTING CONDITIONS PLAN - PROJECT LOCATION C-6 SITE PREPARATION PLAN - C-7 SITE CONSTRUCTION PLAN - C-& SEDIMENTATION&EROSION CONTROL PLAN - C-9 RETAINING WALL NOTES AND DETAILS L-1 SITE LANDSCAPING PLAN _ er: 2AROLLIN L-2 LANDSCAPE PLANTING DETAILS - SUMh R ROAD E-I SITE ELECTRICAL PLAN - LOCUS MAP (IsT_IMMBRI�o01 ERI.IN MA 01503 E-2 SITE ELECTRICAL DETAILS - N.T.S. el:(978�637 G677 A-1 BUILDING ELEVATIONS&FLOOR PLAN - Assessor's Maph of MAP 98 D LOT 21 ZONINO DISTRICT: ZONING OISTRICT: 'C002'CORRIDOR I)EVELOPLIENT DISTRICT 2 e weC¢�pro}ct\w�a,�e-m.a.q - PROPOSED USE: RETAIL: PROPOSED 2,WO S.F. - . nx FCL —b,ONP p'--°x FCL CAD m..+n nX FCL +ar—oy N)AM . - DiENSIONAL REQUIRELIENTS: BEQL= 1'.5. AA Shorn °a1=OCT.31,2008 - MMILIULI LOT AREA: 87,120 S.F. 54,004 S.F. MINIMUM LOT FRONTAGE: -250 FT. 205 FT. FRONT YARD SETBACK: 10 FT, (1) 10 FT. - _ .. - SIDE YARD SETBACK: 15 FT. 10 FT.O STREET LINE LOWS REAR YARD SETBACK: 25 FT, 550 FT. 674 TURNPHW STRP.LrI' LOT COVER: 709(IAA%.) 24.6% . - DLDC,HEIGHT: W(LEA%)/3 STORIES 22�/1 STORY F,A.R. 0.75 0.052 _ North Andover,Massachusetts STANDARD PARKING SPACES, 9 FT.%TB FT. -9 Ff.X 20 FT.(PARALIEL PARKING) - .�+is HAMCAP PARKRIG.SPACE$ 9 FT.X le FT. 12 FT.X 20 rT. _ - - - - (1)STREET LINE TO OUIWNG Permitft open Space Calculations TOTAL SITE AREA: 54.94. Sr. 54A04 S.F. r"'= PERCENT OF USEABLE OPEN SPACE: 94.4 75.4R . - - PERCENT Or USEABLE OPEN SPACE REWIRED: 48.4% 4&4R Required Parking ritle Sheet SP.11,000 RETAIL- 6 SP./I.000OFA C 0..4-(6%1 4)= 9 SPACES 4%0.75)= 15 SPACES . . TOTAL REQUIRED: 25 SPACES TOTAL PROVIDED= 19 SPACES ON SITE&5 SPACES OE! STREET STANDARD= 22 SPACES HANDICAP•+2 SPACES . C-1 Aee: I of 14 - - vwyee:fYrrDer - 49TA1 LEGEND EXISTING PROPOSED ABBREVIATIONS SEWER EXTENSION NOTES GENERAL NOTES -- PROPERTY LINE GENERAL s_i. MINIMUM VERTICAL CLEARANCE BETWEEN THE PROPOSED GRAVITY 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN FIELD. ------ TOWN/COUNTY LINE SEWER OR FORCE MAIN AND EXISTING CULVERTS OR DRAINAGE PIPES 2 ALL WDRK BALL CONFORU TO THE MASS HIGHWAY DEPT. STD.SPECIFICATIONS _ STITUT/R.O.W.UNE PROP PROPOSED SHALL BE 18 INCHES UNLESS OTHERWISE NOTED, FOR HIGHWAYS AND BRIDGES, 1980 EDITION; THE TOWN OF NORTH ANDOVER DPW ------- EASEMENT LINE --------- MIN minimum S-2. UNLESS OWERNSE SPECIFIED ALL NEW SEWER PIPE WILL BE PVC SPECIFICATIONS, THE PROJECT TECHNICAL SPECIFICATIONS: THE SPECIFICATIONS S-Q-- --- BASELINE MAX MAXIMUM _ AS714 D3034 SOR35 PIPE. OF THE APPLICABLE UTILITY COMPANY AND/CR OF THESE PLANS,WHICHEVER is�Associates,Inc. -- .__..._----._ RET RETAIN S-1 MAINTAIN AT LEAST 10 FOOT HORIZONTAL DISTANCE BETWEEN WATER 1S MORE RESTRICTIVE. - REM REMOVE AND SEWER LINES,IF 10 FOOT SEPARATION CAN NOT BE ACHIEVED, 3- EXISTING CONDITIONS FROM RECORD DRAWINGS AND SURVEY DATED OCT,2008 NO8 !fie E•OR---- EDGE OF PAVEMENT EDP CURBING - SUBMIT DRAWING OF PROPOSED INSTALLATION TO TOWN FOR APPROVAL BY MISTRY ASSOCIATES,INC., 315 MAIN STREET,READING.MA 01867, VCC VERTICAL GRANITE CURB vm REMOD REMODEL (761)844-64D0, Sutveyga SGE SLOPED GRANITE EDGING SIDE ABAH ABANDON - F�4. SPACE MANHOLES,INCLUDING AN ALL LEAKCOMPPROOF QU PARTS, SHALL NAYS ADEQUATE Ap3 ADJUST SPACE STRENGTH AND LEAKPROOF QUALITIES CONSIDERED NECESSARY 4. ALL UNDERGROUND UTILITIES SHOWN AFL€IN APPROXXIMAIE LOCATIONS AS BCB/BCC BITUMINOUS CONCRETE BERM/CURB BOB/= FOR THE INTENDED SERIAM SPACE REQUIREMENTS AND FIELD SURVEYED OR AS SHOWN ON RECORD UTILITY DRAWINGS AND ARE t5 Main Street EXIST EXISTING CONFIGURATIONS.SHALL BE AS SHOWN ON THE DRAWING. MANHOLES NOT GUARANTEED TD BE COMPLETE OR ACCURATE. CONTRACTOR SHALL ReadingMA 01867 PCC PRECAST CONCRETE CURB PCC R&R REMOVE AND RESET MAY BE AN ASSEMBLY OF PRECAST SECTIONS,OR CONCRETE CAST FIELD VERIFY EXACT UTILITY LOCATIONS AND ELEVATIONS PRIOR TO ' - —S MONOLITHICALLY IN PLACE. IN ANY MANHOLE, THE COMPLETE CONSTRUCTION AND SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES 781-944-(r100 PAX781-9140180 -5---- SANITARY SEWER LINE ^^D---- STORM DRAIN ERLIN ----D R&S REMOVE AND STACK STRUCTURE SHALL BE OF SUCH MATERIAL AND QUALITY AS TO FOUND. _ •-»--RD---- ROOF DRAIN LINE -- RO -fTNH FOUNDATION WTHAND PREVENT LOADS A B N EX E15S O LOADING)WITHOUT FAILURE ELEV ELEVATION AND pREYENTLEAKAGE IN EXCESS OF ONE CALLOTI PER DAY 5. THE CONTRACTOR SHALT.CONTACT ALL PUBLIC AND PRIVATE UTILITY ----W^---- WATER LINE ,,,",—W PER VERTICAL FOOT OF MANHOLE,CONTINUOUSLY FOR THE LIFE COMPANIES INCLUDING THOSE IN CONTROL OF UTIL1T1E5 NOT SHOWN ON ----G----^ CAS LINE BS BOTTOM OF SLOPE OF 111E STRUCTURE. A PERIOD GENERALLY IN EXCESS OF 25 YEARS THESE PLANS PRIOR TO PERFORMING ANY WORK, SEE CHAPTER 370.ACTS —0 - 15 TO BE UNDERSTOOD IN BOTH CASES. OF 1963,MASS ----€---- ELECTRIC LINE —E v TOP OF SLOPE CC VERTICAL C7MARl1£CURB 5-RA PRECAST CONCRETE BARREL SECTIONS, CONES,AND BASES SHALL 8. EXISTING UTILITIES 1N THE STREETS AND WITHIN THE LIMITS OF THE WORK ----T---�^- TELEPHONE LINE SCE SLOPED.GRANITE EDGING CONFORM TO ASTM C478. HORIZONTAL JOINTS BETWEEN SECTIONS OF ARE TO REMAIN IN OPERATION DURING CONSTRUCTION. —OHW— PRECAST CONCRETE SHALL BE OF A TYPE APPROVED BY THE 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING ALL ARRANGEMENTS OVERHEAD WIRE —OFRY�"'" MCC MONOLITHIC CONCRETE CURB ENGINEER, WHICH TYPE SHALL DEPEND ON WATERTIGHTNESS UPON AN FOR ANC14ORING, SUPPORTING AND/Oft RELOCATING AND PROTECTING ALL •-^ CAN--- CABLE TV CONDUIT ^^^^CATV— ELASTOMERIC OR MASTICLIKE GASKET. UTILITIES DURING CONSTRUCTION. IN THE CASE OF DAMAGE,THE CONTRACTOR -•-_-FA---- FIRE ALARM CONDUIT --FA— CC CONCRETE CURB GCB CAPE COD BERM �4. LEAKAGE TEST SHALL RE PERFORMED IN ACCORDANCE NTH THE PROJECT WHLL BE RESPONSIBLE FOR THE COST OF ALL REPAIRS. O EMH ELECTRIC MANHOLE •EMH DC BITUMINOUS CURB TECHNICAL SPECIFICATIONS, ® ELECTRIC MANHOLE � & THE CONTRACTOR IS RESPONSIBLE FOR PROTECTION OF THE EXISTING 0 BRAIN MANHOLE DTLH PCC PRECAST CONCRETE CURB S-7. INVERTS ANC SHAVES: MANHOLES SHALL HAYS A RED CLAY 6RICK•-PAYED FEATURES AND STRUCTURES WITFBH AND ADJACENT TO THE WORN. IN THE NK: NOT IN CONTRACT SHELF AND INVERT,CONSTRUCTED TO CONFORM TO THE SIZE OF PIPE CASE OF DAMAGE,THE REPAIRS OR REPLACEMENT SHALL BE DONE AT THE O) TELEPHONE MANHOLE T}IH AND FLOW, AT CHANGES IN DIRECTION, THE INVERTS SHALL BE LAID CONTRACTORS EXPENSE TO THE SATISFACTION OF THE OWNER O TVMH CABLE lNEMANH MANHOLE • raw NTS NOT TO SCALE OUT IN CURVES OF THE LONGEST RADIUS POSSIBLE TANGENT TO THE g THE CONTRACTOR SHALL FURNISH ALL PROTECTIVE AND/OR WARNING CENTERLINE OF THE SEWER PIPES, SHELVES SHALL BE CONSTRUCTED DEVICES AS REWIRED TO CONTROL AND PROTECT THE PUBLIC IN ALL ® CATCH BASIN r C8 - TYP TYPICAL TO THE ELEVATION OF THE HIGHEST PIPE CROWN AND SLOPE TO DRAIN WORK AREAS. TOWARD THE FLOWNG THROUGH CHANNEL UNDER LAYMENT OF INVERT .a• UTILITY POLE O UP - APPROX APPROXIMATE AND SHELF SHALL CONSIST OF RED CLAY BRICK MASONRY. INVERTS AND 10. ALL SOIL EXCAVATED FOR UTILITY INSTALLATION SHALL BE COMPLETELY ,ef UP UTILITY POLE W/STREET LIGHT 0 UP ACR ACCESIBLE CVRB RAMP SHE SHALL BE PLACED AFTER LEAKAGE TESTS. REMOVED AND BACKFIWNG SHALL.BE IN ACCORDANCE WITH THE .X} TRAFFIC LIGHT - LP FES FLARED END SECTION �0. FRAMES AND COVERS: MANHOLE FRAMES AND COVERS SHALL CONFORM SPECIFICATIONS AND CONSTRUCTION DETAILS, TO THE TOWN OF HUDSON STANDARDS AND SHALL BE OF11, BEDDING: SCREENED GRAVEL AND/OR CRUSHED STONE FREE FROM CLAY, O TL TRAFFIC LIGHT POLE O TL HEAVY DUTY DESIGN AND PROVIDE A 24-INCH CLEAR OPENING, A LOAM, ORGANIC MATTER AND MEETING ASTM C33 STONE SIZE NO.67. O HYD, HYDRANT 4 HYD, 3-1Nr•: (MINIMUM HEIGHT)WORD'SEWER'FOR SEWER MANHOLES SHALL 1DO%PASSING 1 INCH SCREEN • CS CURB STOP • CS DRAINAGE/UTILITIES BE PL'JNLY CAST INTO THE CENTER OF EACH COVER, 90-100%PASSING 3/4 INCH SCREEN 5-C, FLEXIBLE:DINT: A FLEXIBLE a TS TRAFFIC SIGNAL • TS - JOINT SHALL BE PROVIDED WITHIN THE 20-55%PASSING 3�8 INCH SCREEN a SP SIGN POST • SP 07 CHANGE IN TYPE FOLLOVAmo DISTANCES - 0- 5 0-1 %PASSING �'8 SIEVE PASSING l4 SIEVE _ « SB STONE BOUND • SB FIG FRAME AND GRATE - UP TO 12'PVC PIPE- 18' F&C FRAME AND COVER _ $2. WHERE ORDERED BY THE ENGINEER TO STABILIZE THE TRENCH • BOL BOLLARD a BDI. BASE, RCP REINFORCED CONCRETE PIPE S-E0.PIPE TO MANHOLE JOINTS SHALL BE ONLY AS APPROVED BY THE GRADED SCREENED GRAVEL OR CRUSHED STONE 1/2 INCH TO 1 1/2 INCH • p8 PULL BOX ENGINEER AND WELL DEPEND ON WATERTIGHTNESS UPON AN APPROVED SHALL BE USED. Ell ELECTRIC BOX _ 0 EB VCF VETRIFlED CLAY PIPE FLEXIBLE MANHOLE SLEEVE. PVC POLYMNYLCHLORIDE PIPE s-11. FOR BITUMASTIC TYPE JOINTS THE AMOUNT OF SEALANT SHALL BE 13. SAND REDOING: CLEAN SAND FREE FROM ORGANIC MATTER. S0 GRADED • GG CAS CATE - • GC THAT 90-l00X PASSES A 1/2 INCH SIEVE AND NOT MORE THAN 15X WELL • GIH CAS METER • CIA - ACCMP ASPHALT COATED CORRUGATED METAL PIPE �SUFFICIENT TO FILL'AT LEAST 75%OF JOINT CAVITY. PASS A#200 SIEVE. GIP CAST IRON PIPE APPROVED BITUMASTIC SEALANTS: 14. CONCRETE FOR ENCASEMENT.IF REQUIRED,SHALL CONFORM TO THE BENCHMARK RAM-NEK p ROUND DIP DUCTILE IRON PIPE KENT SEAL NO. 2 HIGHWAY DEP FOR CLASS A STANDARD 1 CONCRETE OF THE MASSACH ® SURVEY MARKER HYD HYDRANT - HIGHWAY DEPARTMENTS STANDARb ECIFICATIGNS. 0 N GV PLY POST INDICATOR PIPE 15. TEMPORARY AND PERMANENT PAVEMENT REPAIR WITHIN WE STREET Nov GAS VALVE U4 WATER VALVE CAP CORRUGATEO ALUMINUM PIPE RIGHT-OF-WAY SHALL BE IN CONFORMANCE WTH THE STATE HIGHWAY OR MUNICIPAL IA INVERT ELEVATION REPAIR OPENING PERMIT FOR WORK ON A PUBLIC HIGHWAY. TEMPORARY PAVEMENT 4 REPAIR SHALL CONSIST OF 3'OF BITUMINOUS CONCRETE PAVEMENT,TYPE 1-1. TRAFFIC MAST E PWW PAYED WATER WAY PLACED IN ONE COURSE ON A 12'GRAVEL BASE. e�' R= RAM EL LIGHT TON - - R+ UP UTILITY POLE WALK LKMLT TSV TAPPING SLEEVE,VALVE AND BOX I6. PERMANENT PATCHING OF THE TRENCHES WITHIN THE ROADWAY WILL NOT I- INVERT ELEVATION IOU BEGIN FORE DAYS AFTER PLACEMENT Of THE CO TEMPORARY PATCHING OR ASUMM R RO AD BIT, CONC. BITUMINOUS CONCRETE BIT.LX)NC. CORD CONDUIT SETFUNTI IN THE ENGINEER'S JUDGEMENT FINAL COMPACTION AND RLIN A 01503 RCP REINFORCED CONCRETE PIPE Rep SETTLEMENT OF THE TRENCH AREA HAS TAKEN PLACE. THE PERMANENT � [,OiS03 PVC POLYVINYL CHLORIDE PIPE PVC PATCH CULL BE MADE BY EXCAVATING THE TEMPORARY PATCH AND 2 4(2" OF-THE UNDERLAYING GRAVEL ADDITIONAL PAVEMENT OF AT LEAST E2 el:(978�$37 6677 DIP DUCTILE IRON PIPE - DIP - EACH SIDE OF THE TRENCH MUST BE CUT AND REMOVED TO PROVIDE A FIRM FOUNDATION OF UNDISTURBED GROUND FOR THE FINAL PAVEMENT, STEEL GUARDRAIL ' ` „^ WOOD GUARDRAIL - - - - - - SIGN SUMMARY 17, THE FINAL PAVEMENT REPAIR WILL CONSIST OF 3 1/2-OF BITUMINOUS CONCRETE x 200.00^ SPOT GRADE 0200,00 BASE COURSE TYPE 1-1,PLACED IN TWO COURSES AND 1 -i 2-OF CLASS I SIZE COLOR TEXT D3MENSIONS WWBER POST AREA BITUMINOUS CONCRETE PAVEMENT TYPE 1-1 PLACED IN ONE COURSE, . ----200---- CONTOUR --•--�- MASS (tiw+�a) Intl,a OF ZE IN PRIOR TO EDGES OF THEEMENT EXISTINGPAVEMEN THE TL TRENCH SHALL B£PRIMED WITH A NO:ALL EXPOSED COAT MVT TEXT LIFTER VENT DR SIGNS lA1LRER S0. PARKING SPACE COUNT 0 NO. NO fEwl F�GILT A RTE REQ'O REQ'O FT. OF RS-2 EMULSION ASPHALT. HANDICAP ACCESSIBLE SPACE 18, BACKFILLING OF TRENCHES WITHIN THE STATE HIGHWAY AND/OR HANDICAP VAN ACCESSIBLE PA SPACE SEE 2003 MNRW. SEE 2003 WAK P-5 MUNICIPAL ROADWAY STREET SHALL BE DONE WITH FLOWABLE a..ao, ome nw.a HANDICAP RAMP - R1-1 STOP 30 30 ON U1IFORM TIYJAC Dk TRBFORM TRAFFIC 2 (2) 12.5 CONCRETE UNLESS PERMISSION FOR USE OF GRAVER.15 GRANTED �a\Oa}cH\wroI\t-btaaq CONTROL DEVICES CONTROL DEVICES R(2) BY THE STATE HIGHWAY DEPARTMENT OR MUNICIPALITY, by FOIL •'On'by.GOP �i°b�FCL SEE AMERICANS SEE AMERICANS P-5 Mi. PERMANENT REPAIR OF SIDEWALKS SHALL BE IN CONFORMANCE WITH THE ~.d b} FCL MPs—It NUM a, 12 18 WITH DISAOIUTIES WITH OISABILIIS 2 {2) 3.0 MUNICIPAL PERMIT AND SMALL MATCH ME PAVEMENT TYPE AND NTH OFMSIDUIaES WITHD I�1IES THICKNESS AND GRAVEL RASE OF THE EXISTING SIDEWALK. As Shorm °oSROCT, 3!,20RB REQ'D km rua 20. ALL SITE CONSTRUCTION WORK IS SUBJECT TO INSPECTION AND APPROVAL OF THE OWNER,ENGINEER AND THE TOWN OF HUDSON PUBLIC WORKS/ ENGINEERING DEPARTMENTS,MIN. 24 HOUR NOTICE REWIRED FOR SUCH T..O1s DrS INSPECTIONS 2L SEE TECHNICAL SPECIFICATIONS FOR ALL MATERIALS, 674TilRWMSTRM CONSTRUCTION METHODS,AND PROJECT ADMINISTRATION REQUIREMENTS. North Andover,Massachusetts WATER EXTENSION NOTES W-1 ACTIVE VALVES AND HYDRANTS ON THE SITE OR ADJACENT THERETO ennitting . .SHALL BE OPENED OR CLOSED BY AUTHORIZED TOWN OF NORTH ANDOVER - PUBLIC WORKS DEPARTMENT PERSONNEL ONLY. A MINIMUM OF 46 HOURS - NOTIFICATION BY THE CONTRACTOR WALL BE REWIRED FOR THIS SERVICE. . W-2 THE WATERRDDEPARTMENT AND FOR OBTAININGACTOR IS RESPONSIBLE FOR PAYMENT OF LL.BACKCIIAROES FROM THE _ - TOWN FOR THIS WORK. W-3 WATER SERVICE LINES UP TO 2'SHALL BE COPPER, TYPE K, SERVICE LINES 4'AND LARGER SHALL.BE CEMENT LINED DUCTILE IRON. _,,T�T ,i W-4 ALL WATER MAIN BENDS SHALL BE RESTRAINED WITH THRUST BLOCKS. eneT'd Notes&Legend - W-5 MINIMUM VERTICAL CLEARANCE BETWEEN THE PROPOSED WATER MAINS AND EXISTING UTILITIES OR EXISTING CULVERTS SHALL BE 18 INCHES UNLESS OTHERWISE NOTED. W-6 PIPE GRADE SHALL BE MAINTAINED TO AVOID LOW POINTS WHEREVER POSSIBLE BY INCREASING DEPTH OF EXCAVATION. W-7 THE CONTRACTOR SHALL SCHEDULE HIS WDRK SO THAT UNINTERRUPTED WATER SERVICE IS MAINTAINED UNLESS OTHERWISE DIRECTED BY THE ENGINEEIL C-2 . s»-i 2 m 14 497.01 TOWN OF HUDSON STD. 26'DIAMETER COVER WITH 3"STAMPED LETTERS'SEWER` GROUND SURFACE PAYED SURFACE Nlisfty Associates,Inc. FRAME TO BE SET IN 9w. NEW CURB STOP EXSTING 6n% S MORTAR _ AND BOX GROUND PlAnam 24"MIN. ADJUST TO GRADE ---- S�q . WITH BRICK OR - PRE-CAST CONC. z N RIGS. MAX 315 Main Street 5" ADJUSTMENT-12' DEPTH TO BE Reading,MA 01867 N00 12• ••� —ECCENTRIC CORE DETERMINED i TEL 781•9445100 SAX781.944-0180 v iv IN THE FIELD - WATERSTOP - CONCRETE ————— ALL JOINTS(TYP.) 5'IF REINFORCED COPPER TUBING CURS STOP 8 IF UN-REINFORCED STAINLESS STE •t SERVICE CONNECTION FOR SERVICE H2O DESIGN LOAD MANHOLE STEPS -' PLAN CONNECTION (TYP,) CORPORATION BITUMASTIC WATERPROOF STOP ON EXTERIOR SURFACE 48'MfN. pa '`t :` tee 3"MAX.INTO ION V. BASE SECTION TO 8E •' .�_ OF PIPE INTO °8 FULL WALL THICKNESS PIPgS ME 70P OF SHELF &MONOLITHIC TO A OPENING + SCREENED GRAVEL-1 e'e• POINT 6'ABOVE THE - SHALL B£1°ABOVE CYOWN OF HIGHEST D.I.C.L.WATER MAIN CBONTf OF THE PIPE PIPE B"min. ———74— TYPICAL WATER SERVICE 3/4•CRUSHED STONE ?^8;a g ;;a aq` e, CONNECTION DETAILS a• °a aae N.T.S. _ UNDISTURBED EARTH - PIPE BRICK MASONRY SECTION z ` MAX DISTANCE 70 FLEXIBLE JOINT ,SECTION A-A WIDTH(VARIES) 0 "MIN, STOP, SEE DWG c-e FOR SEWER MANHOLE DETAIL N.T.S. BLBLDG. SEE NOT-0E 2 PARKING LOT GRADNO 1/4•/Fr. ��SUBGRADE 8X6- GECE 1.4 WWM 4:' M.CONIC. 1-1/2'HOT MIX ASPHALT DIA.+ 2'-0" SIDEWALK(4000 PSI) TOP CC(T SE SEE PAVEMENT DETAIL - - 12" 0'COMPACTED GRAVEL (SM 1101.E 3) OR GENERAL NOTES COMPACTED CLAY BARRIER SUBBASE 1-1/2'HOT MI%ASPHALT (BOTT.OF TRENCH NOTES: BASE COURSE € 12"GRAVEL BASE GRAVEL BORROW TO SUBGRAO£) BACKFILL 7.PROVIDE CONSTR. JOINTS O 5'O.C.&EXP, (�NOTE 3) SAWCUT EXIST.PAVT. 3/4'CRUSHED STONE - JOINTS O 25.O.C. N CEM,CONC. SIDEWALKS 4"LOAM &SE ED EXIST PAVT. •e;::••�••°,` •i�� '�y 3.FOR HEAVY DUTY PAVT..EAREEAS AS.FACE 1��COMPACTED 2,PROVIDE EXP. Owner. :°s°s°�.,e°.:°.° :;•ea°:'it8,: ARKIN SHOWN ON PLAN USE 2 DEPTH FOR O7MPACIM 0 pill n41EA1L0Ar1 Z r: FLOW BOTH TOP&BASE COURSES SIBGRADE $RUIN MA I 503 ROAD SIDEWALK/ el;(478�637 6577 12 WARNING TAPE <NOTE: 0 0 @ ABOVE PIPE EDINNG - LOCATE AS SHOWN ON n m ;va']; ••°F:}.:9 `; COMPACTEDL - PLAN 100'C 70 C MAX BACKFIILL°f�01" SEWER LINE ANTI—SEEPAGE COLLAR DETAIL 1/2 DIA.PIPE + :,)iRea 3/4'CRUSHm STONE - - N.T.S, - ••°is.',S:B f11R8 TRAH9TIIR `!yS AMivn °ala Appal FACE OrP. W LTyl _ 12' 6-0 UNDISTURBED EARTH - 9• I C7�TRANSITM 7-D 1-3 f > eQ�f°Kt\t97m\cGBP FCL °rmm ex wa.e er NUTS: B» D- 3 .n.a.n nK FCL +owa.a er NMM FOR UNDERDRAIN PIPES.LINE TRENCH W/FILTER EDGE OF ROADWAY I A At Shown0a1c OCT,31,2008 FABRIC&BACKFILL W/1/2'CRUSHED STONE. - - III-6�_0. 1.U2 kp r lYay I SEWER & DRAIN LINES DNA + 2'-0° SEE PAVEMENT DETAIL } !SQ""� Ms_D 5 vAsnEsT TRENCH DETAIL OR GENERAL 674 T NOTES >> !w}� b u L N.T.S. _ 12"GRAVEL RASE f7� ()RN1'11CI:S`1'1tHeT NOTE: $AYICUT COST,PAVT, 1. THE DIMENSION SHOWN AT ROADWAY EDGE ARE FIXED DISTANCES 4'.LOAM h ST.PAVT. 2. RAMP CROSS SECTION TO BE SAME AS ADJACENT SIDEWALK; La. DEPTH OF - North Andover,Massachusetts SEED SURFACE AND FOUNDATION. ,,,,,a PRECAST CONCRETE 3. PORTLAND CEMENT CONCRETE RAMPS ARE TO BE TEXTURED BY$ROOMINO `• '�': 4. IN A DIRECTION PARALLEL TO THE LENGTH OF THE RAMP. FINISHED GRADE - 5. IN NO CASE ARE THE RAMPS TO BE PLACED BEHIND THE STOP LINE. nniltin •'••� 6. SIDEWALKS THAT CROSS DRIVEWAYS SHALL BE RAMPED TO MEET GRADE OF g Z 12. DRIVEWAY. 7, ALL RAMPS SHALL CONFORM TO MASS. AAB REGULATIONS. FOR MATERIALS � • INSTALL DETECTABLE WARNING STRIP PER MASS.AAB. SEE PLAN THESE DIMEN90N ARE SUBJECT TO CHANGE IN THE FIELD IF EXISTING •,'+9 r COMPACTED GRAVEL APPURTENANCES OR CONDITIONS WILL MAKE THE RAMP LOCATIONS BASE COURSE :•p• - TI IMPRACTICAL OR UNSAFE. RACKM TED Al TYP. WHEEL CHAIR RAMPS SUBBASE OOMPACIED FOR SIDEWALK UP TO 8' WIDE Nfiscellaneous Details ,,,,„„„,,���,,, t SAND BEDDING N.T.S. Ile OIA. i. 3000 PSI G" _ PIPE - CONCRETE COMPACTED - BCRADE - 12" IJWSTURBED °io"'g�""bR EARTH VERTICAL CURBING DETAIL WATER LINE C-3 N.T.S. TRENCH DETAIL N.T.S. awl 3 pe 14 . - P*.*i Ay,cr 497,01 io ONFAS0"RIDGE FRAME&CRATE: L24 SIII ORTAR WHEN INSTALLED WITH SILTATION TOWN OF HUDSON STD. FABRIC,THE FABRIC IS TO BE AS MAHUFACNRfO BY: E PAVEMENT DETAIL 26'COVER WTH 24' OA GENERAL NOTES CLEAR OPENINfl SIDE AND WRAPPED UNDER THE GRADE 2% #5 ROwT' LEBAR N FOUNDRY ROVED OR GENERAL EXIST,PhV'T. FINISH GRADE 2'I(2'HARDWOOD STAKE$ PLACED y BALES-� SENT 4'LOAM&SEED AS REWIRE XISL PAVT, ADJUST TO GRADE MORTAR (2 PER--)AyFLOW GEOTEXRLE FABRIC ADJUST T VATH BRICK&MORTAR WIRE OR NYLON BOUND BALES OF SILT FABRIC TACKED TO 0* •SCTy ASSOC1at8SI Inc. E}RRAHCE/Ex[T WITH DNf'ASiON ItlOGE GRADE N1 �.#.'•. 2"GRAVEL BASE (2 COURSES MAX STRAW PARALLEL TO TOE OF SLOPE HARDWOOD STAKES O 3'-0'O.C. WHERE OWE EXCEEDS 2% - BRICK- 2 �` 72' xqg PA�o�s COURSES MAIL B'MR WIRE MESH— o I ! I I T'-p' o SET BALES 3'INTO GROUND [1 I Surveym 1 RE-INFORCINO .. I tt W/SILT FENCE WRAPPED I I ]I MAX •� H2O DESIGN LOAD. Iv UNDER SALES/�� TOP s£cnDN 315 Mat11 Street ' MORTAR ALL JaNTS -ll "' _ Reading,MA 01867 : #2'CRUSHED STONE 5' ;•�, 4_p 5` PROPOSED SLOPETFL 781-944-6400 HAX781.94 1110 A /e4 CASKETMNT(TYP.) I. BUTYL RUBBER HAM ~ DIA.OF HOLE TO BE 2' BARREL SECTION CIEAR TYi'.). SECTION JOINT(TYP•) (TYP.IAMROI.E Si£P - a EXIST.GROUND ^C1. LARGER THAN THE SEE 1FOT£k ,. I' ( iv OUTSIDE DID.OF RIPE. 4 MIN.0.I2 CAL F STEEL STRAW BALE STAKING DETAIL MORTAR&SEAL JOINT SET 6' r•! � PER VLRTTCAL FOOT, WATFRTICH '; x s• BELOW INVER s 4'-0'I,D. o FOR WATERTIGHT FI PLACE ACCORDING TO SEAL AT ALL `MUt• AASHTO DESIGNATION PENETRATION 1'WASI ', I=i N.T.S. M 199,H2O DESIGN pp BASE SECTi Q LOAD. FILTER FABRIC ��� - v SHAPED RED BRICK h FLOW IN PITCH _ �hf;. m MORTAR CHANNEL MIN CRUSHED8`.'d. `.°e.`°•F .9•ft°'«°a°R°: 3I4° STONE--^• t, f ° i„ �m 3/4'-CRUS'NEO STONE ., . e•,se A.•,p. CONSTRUCTION ENTRANCE STONE STABILIZED PAD _ UNDISTURBED EARTH UNDISTURBED EARTH NQE; N.T.S. I. CATCH BASIN TRAP'&HOW TO BE SET AS SHOWN PRECAST CONCRETE - TRAP TO BE MOUNTED FLUSH TO CATCH BASIN WALL PRECAST CONCRETE CATCH BASIN DRAIN MANHOLE DETAIL N.T.S. N.T.S. CULTEC CONTACTOR 180 CHAMBER 1.2INCH DIA,WASHED, PAM7EMENT CRUSHED STONE 95% 4 07,NON-WOVEN FILTER FABRIC CULTEC RECHARGER 1BOHD COMPACTED FILL AROUND STONE HEAVY-DUTY CHAMBER ,r�t^�°`"q,+ ?:?t�•dI '+, !^*r�.-- ..+.;y: �� •`T.t�.,ti 'i L IY4 ��Yt r�`-.`tyK�.,u .n n=?' sT z .s, ,ti.i-. ,,�' ,I E.•r,•a'.rl , t, *h� :Ix' 1 ti r db tiw I�lc'.+o,-i4,r 4 t: 1.sr•,; 6 0"1203ru1 MIN xH'e OUAIi AROL LA M s SJMhERRO ADT c_i &0 [162 MM]MIN. 41 tEtt ERLIN MA 01503 HSAl el:(978)837 6677 I , 20.5"[521 mmJ - II BYGTEI.S'A'RRh.236A «� - - SYSTEM•B'3MV:39EA . . 6.0"1152 mm]MIN. MANIFOLD PIPE DIA.AND ELEV. 12.0"[305 MMI epa 12'HEADER PIPE MANIFOLD FEED 12"PIPE DETERMINEDW.INLET=B ENGINE TYP.)R ( (SIX PORT 5 Re Yen w,. 'crw PLAN HamaQ�pn]HH\4wO\c-w a.q . DY.FCL --AF GDP rnw.a ex FCL CULTEC TYPICAL INLET CONNECTION CULTEC MANIFOLD DETAIL a»Aaacs FGL Ww PI NUM MWE Nwo Om As Shwm --OCT.31.2008 - t119m�POYE REGHAR6ER HB011D PAVEMENT PS%COMPACTED FILL 40Z'NONLJOVEN FR.TER e _ ,••{. ao"B CV at �NOI,S 4'SUL 40 PMC OR NE,gy({IVfy CHAM1IER FABRICAROUNDBTONE MR-35 vrc PK SYSTEM A B r CLASS ,gym ,� nooR eox FRAME I— 1, rri 674 TURNPIKE 57RPEi � y Wu APPROX. UNIT COUNT 40 PIECES 110 PIECES ,a" Bo'Rosmm] x r 74.AP SCREW .0'I35Bmm , - 4"Low k I in�GL' NUMBER 0' ROWS WIDE 10 PIECES 10 PIECES MIR- B.oylazmmT �r w1IrT North Andover,Massachusetts NUMBER OF CHAMBERS LONG 4 PIECES 12 PIECES ^, NUMBER OF CHAMBERS REQUIRED 40 PIECES 120 PIECES elTnittin 8 STORAGE PROVIDED 1,595 CV.FT 4,520 CU.FT 6A Il6xrnml 66 ws BED AREA REWIRED 970 S,F 2,705 S.F T �, '�Tnt•[T�E Tee BED WIDTH 34.25 FT 34.25 FT r •M 1za•[»smml 964.1614 mnI 39.0'109t mn] BED LENGTH 28.32 FT 78.96 FT eETHMLQ avL REcn�R�En twxn neavvar vuR is Anetsw�ewm+A SECTION F Management vWt - ECHAROEA FwHa BYtVLTEC,aw.OFBROa1UEEU.CT. COIIOCRALOR$TR�ERtWRDMNTNEPMTMAAE ALONG NE7FJA31H OF tormwa4er+� anagement '•"ter"'V xu r":a':^Y`i}'- MIN. BED DEPTH BTORAUE PROVIDED.R69CRTT YER OB816N UNIT. a.�:, ;s:l.,cic--.,;. 3.38 FT 3.38 FT REFFRTOtULTF-0.MC.'SCURRENTRECgLMAFIIOED TnetHnLaER. Ltal S IS$TAt�T10H GVIDEIBES. "CORALLNEOANCE TH ALL AMBER&NUBS RFW$TATEAND 5TC 90O PRECAST CONCRETE t1ULT'EC Ka 410T/Y.TFR F tvLTEC RECHARGER 3MHD STONE REQUIRED 89 TONS 242 TONS USE RECIMROER iwHD HFAW DUTY FOR TRAFFK:ANUIOR HA1 PEOEMANCEW3TNUL APPUCPBLEWU}�BTATEANa FEUERµ REWUTIDHa. T� IRSP[C�liON�PORT 4•M�IALL coSIDES DUTY vPtIAG� STORAGE VOLUME PROVIDED 35.4 CU.FT 35.4 CU,FT A �A g STORM CHAMBER (900 U.S. GALLON CAPACITY TYPICAL INSPECTION PORT DETAIL PER CHAMBER INSTALLED CULTEC CONTRACTOR TYPICAL CROSS SECTION N.T.S. C-4 CULTEC CONTRACTOR 18OHD HEAVY DUTY N.T.S. 497AI - - TAX MAP 98D PARCEL 10 PATRK*LARW3 / \ \ stry Associates,Inc. g�8�` _ ling B°gl— \ \ LaM g>aYrym r-ersr \ 21486 _ Shwt \,,23'.n1 /Ic 15 \\ Reading,MA 01867 tr-\ rC-34 - T81-944kt00 PA}C761.444O1B0 I� t-WWQF�S� iI ti i 234.75 i.., 11 Ot 1 �--GRAVEL----"i \ 23,.RL' '�.3`_c 13 S i:f 1y -- ! L (FNC.j TAX MAP 980 PARCEL 20 �q w "-Z3(Y -1 o�'• 23.5'.13 j1 MAP 980 PARCEL 22 CD-- TAX I TGYM OF NORTH ANDOVFR g PATRICK LARKIN N11 �;♦\ - 23`�.41 C \ \ \ !�! LEEDS I $ I Z I ISOLATED 1 >+ELL � $ ` 1 ♦� f & BRUSH 15 WETLAND C-�1\ �—ORAVEL—S 173':-r v ! 1 WI113I: -3 - (�s TAX MAP 98D PARCEL 21 � I � � �- AROLLARKIN v ! 13-3 EARTt€MWNO-" ' y 1 �1aE PAS S ` \\ \ �IX5111R,�ICtEJlHL z: f,l, I t 40 RLMI $R GOAD `3' A-12 AREA=54,004# S.E. S:I 515ao 2;r,4} 85IIVNJS . . . C-2 o (978376677 105.0 A-11 sr.�z V LA t BORDERING oil I a. WppD�A-10 239,ea 1 VEGETATE© jl 1 11 A-923,.s, 11 WETLAND +o �k 1 A_8 7' ♦� /�'/ -_` 1 TAX ASAP 980 PARCEL 7 c Of 1_ 7' ' 'r,J Z S ALEXANDE MvGREGOR (THD.) EOP - Cg1C.fQ111iD ` IRON, �1' 23U.4�" \ 1 h PIPE.�� - �> A ..�_ p 7--^GR ASS^^S 30•T. _ 91TCLi:" ��._,11A-I 23'�..I. \ x ¢IPro1K1\wrm\c-os.a.y 20-_ BST: A J A-2- ; 0 bY.FCL no.r,ex G8P were nr FCL 1Y00p UNDER DECK �\ - 2-57.(+3 1 �TE i-, ao a�em cr FCL Mcro..e ar HAM e';S3) •� 1 / `+, - —OCT.31.2008 GATE z W000 v SHRUBS 25�`• s,dF 4 .M awl -8'.i. 2-WOOD" STAIRS SHRUB... _ 1 �1 2HSTORYE \ _'��` .�— — 1 f.r 8/1 I I I LONDrS TAX MAP 98D PARCEL 31 \ -3 g WCOD FRAME \ '- .--_._-.__ lx" I m 4•T V M / I 674 TURNPIKE STREET H�F c ,\ _ F•F.-246,5 ,♦♦♦ __ `.,\ 4, '��3 ♦1 j m CA7E/ I R D-1 WATER k 25'I ANCE" HARTY 1474 \ - P♦ r„ 0 1 r D_g „g.,., TAX MAP B50 PARCEL 56 i I EASEMENT I North Andover,Massachusetts 513'METER NQ B1n'� � � � 4 � 1 � �`��1 t H/F' I I I - \ d1� -_NCO_---`- - ._ ..�r r ♦ / L-..._.,.. OSEO x ♦ IJ!-_-.- S do S REALTY TRUST � WOOD t—CRASS—j ``` �♦1 � D-a 73i,a1/ ALEXANPERMCGIIEGOR, TRS. I rr 1 �2•,,v - STAIRS •1 \j 1 ,-,23';!.SS' BIT.CONC. Y- '` �4r,.��`2 `\ 3 .SP ' ---•.6� ., _.."J3S fl✓, t1- -8•s-i PAIYEWAY 1 B i> ti. �♦ GRAVEL '+s , vt37.a7 r / H \ -1 sf, 1 .` DRIVE D♦f .�7 _ A--.�. ?:5 1 _ 2t'.,]. I / � o $ R.a238. 1 f `CRASS '. _, -�. ,-, - D 5 WOODS—_aD-5 ��� � rA�_ D-2 / ! W' w 18227'6 ran HEDGES _ __-',`r _ 205 0 - - ., �. - 7 _77 1 i - - - ' E1i15'00'OO'W .. /dU.i7 20, TREE SCS G: SIGN .- P _ ,-7- ,, - -- '.-".."" - 2s:;- -.- .... _. 2.5+.art BIT.CONC. .'37,F.: / I-227 __, -• \.._ ._242.--{_ IWL 8Ox �� -3D' TREE 20' TREE 14"TREE 16' TRE7? 2�+ i i -, I _._.. ---_ - -^ - irm'ria ... - P !'r11,7 l 23:..? - 2,,7 J; "-_ DRIVEWAY C.S ti 2.)g_ - . E a -- Existing Conditions Plan ---------- $ � GRAVEL 5HlDR. _ — �GTZAY_T.�iLDR_ NE �-- ---12'W----- ------ - . _--12'W-._.�.17�G-&fFFER IJN -.._.»---T- ---------- -- ------------- - ----2V No RB11 �'----.- .-..-12•ly--- - - EOP EOP 241,41 "'"""`-' EOP "240,07 - 23':'..15 EOP 23:i.E;2 TURNPIJ E (PU611C^ 1940 STATE NOWAY LAYOUT-ROUTE 114) STREET T.B.M.A ' �_5 ---_-------T-----_-- RRSP&SE SET IN U-POLE g110-17/70 - . N.C.V.D. --_ �_�-__-�_---------1o�sT>i-----___--_—__------------------------------------Ea--------- 20 o io 20 ao eo - -------------.- 10'D T U-PLE W 5-w 5 a 14 . . ». . .. --- -----1- ^6T.CONC- SCALES 1•-20. s.d wOHW DRI WY 4g1A1 ` \ SITE PREPARATION LEGEND \ ® BUILDING DWOUTTON. VEGETATION AREA TO BE CLEARED AND y �� \ GRUBBED. � REMOVE EXISTING BIT.h CONE.PhYT./FOUNDhT10H5 AND LEGALLY DISPOSE IN Orr SIW- JSlxy ASSOC1atCS,Inc. (M P) MAINTAIN k PROTECT its ep. ; FOR DURATION OF PROJECT \ (R h R) REMOVE AND RESET AS DIRECTED BY THE Umsumym c-Kw� ENGINEER. (R dG b) Street REMOVE AND LEGALLY DISPOSE OF ITEM IN �sd, ..mac-1s \ 3 n Reading,ACCORDANCE WITH PROJECT SPECIF11CAT10N5. 15 MA01$67 14 _ (ABANDON) CENTRE TO BE ABANDONED PLACE. _ � CONTRACTOR TO VERIFY DISCOIittECTtOH OF 981-9446400 PAX761.944-0180 SERVICE PRIOR TO THE START ON CONSTRUCTION.STRUCTURES AND UTKJT1ES. . C-13 [ l4Y,Utt"-� 1 SHALL BE REMOVED TO A MINMMUM OF 4'-0' +'.�t \ �- / - r BELOW THE FNNISHED GRADE AND IN \ 2.31.4 Y.R \: .)� ACCORDANCE WITH THE PROJECT SPECIFICATIONS. SITE PREPARATION NOTES: \��, i'�{;C 1z.: ':?•-5' I 1.PRIOR TO THE START OF ANY CONSTRUCTION THE CONTRACTOR \ ..,. SHALL INSTALL STRAW THE FENCE-(SEE VATI 0-9)AND \ 23:).�t t�C-I(yz-� 91 I �'�;, •]:` �$EDWWNNEO VALLCADADHERE TO THE ORDEROF V I RENEW THE SITE WlTN TIRE 0 AND CONSERVATION AGENT TO \l 11 1 ASSURE THAT ALA.PR C-s50 x CONDITIONS.23'.7r, 5 2.ALL RETAINED RO DRAINAGE AND UTUTYERMSE SYSTEMS TO BE PROTECTED ANO '. RETAINW UNLESS NOTED OTHERWISE. I .]1 \ 13�'77 /; •• •• 1 � }� � 1 - 3.SEE nWGS 0-•2.C-3 R C-4 FOR GENERAL NOTES AND DETAILS. 4.CONT]RACT'OR TD COORDINATE ALL WORK WITH OWNER h TOWN TO ASSURE UNINTERRUPTED*SAFE ACCESS/EGRESS FOR ADJACENT It BUSINESS OPERATIONS DURING CONSTRUCTION. \Y S�f6 � !'1+�;,.Cl i'•��I2SS Tf� (I \ \ \\ REPLICATION PDLAAN \ \ z 2J44t > \ r. sth 7 1 _5/ g`\ I 'i�l,.• .:p;rt tr i .1.i)OVr?'. A-14 p - `L\\ 'tn�$ ` _ fTi I C-�,\` - 1 ISOLATED I' S t WETLAND B-z A-,3 .r f G-� I_ c,1 �Itf.rl r I !' 3 ; aL �I ! AROL LARKIN w�---'2 ''Jos / TAX MAP 98D PARCEL 21 ) r ` TAX ` k SUMMF3RROAD n-1z `,:;; .,� AREA�54,Qd4 S.F. !,)i+ I I j ERLIN MA 01503 n. el: 978 837 6677 INNIS ' \S. S15'DO'00'E -1.24t ACRES 1 ( i pace J t \ 105,00' A-11 C-z +F3 .rrq ` PAarR ` 1 H�DtsTDR�68CE t +E :::e` ,7:e:;• :� BORDERING SVEGETATED �r \ :;rf' :{,`'i:t.. •i, ;i:A�10' �xr"'4 u\ WETLAND� t .5 ITT �fl Vk V` .r'i':i:r:itiY'�ri"i'.�I�`i;:;:'' �i"�-�•��:. 1 ''r :'i�.• .';i:.•s:r;: 'i.L•+ri:if::i:::i i� -� ...I -f ++ �'�� �, art' ( frijc;f' \ •� 0 5 I I:`:;, ^.r ,:'r:.;::: 1 Iat:' Arm+ +en.d ,1 .1 r a,. - 1 j• •:!.)Tf;ei3�ii-'•7::•:;'•�?if:;'rji'�r:,:::=�:::i:�[:'�:::;�'�:�e::.' Iwn¢a 49]DI C-0&a� \ - it `r?i:=:..:..•. :•5":�`i A�9 �3: e9 t / t s. oro...e c�wro e ';Iir fi=ii'i:;i;::::;; :ii(ii;i;'iiic:.t:.::.•;.k,., :mac. iiii. J ;:'23t.d� r FCL r GBP FCL t;.!........;. r r:L d .;:;.:::•:.:,t:" evc onn oy !r NMM sots 1'W20'-0" OCT..31 2008 :•1 �rtic S. \' LAND S jitde? �.ei�.''e::�.�.'Fa::���::;::eriii:i.Iii:;::;::•::....:.. v.'.. .v+.,..: .7 . EXCAVATE GRAVEL of � ','••:'. ..�:...,.il.• .!�!-.. ;"1�., ::: i.:;i3:.-: `:;i:;rs;i.-; itii:?ii.it;isiiri:(:r:ri:ri::;r:ir:rii:_i:r::.;:r::i:i:::::;:J:;::j(:ic':•.:...,., AS REO'D.FOR I 674TURNPMESTREET PROP. MA DRIVEWAY J•, 0-1 --- f; ""sic: ��.ti(.'' ,.'.r i �.i• North Andover,Massachusetts :1.r I'• :r. 9 71 � I r •:5:• t J• � ....f:l.. , .. ,s. at I I i eTT55ilt1n:.r I t 1' u -�J: .:''�:.irr.:i.i::,•?:iif';�:fs,i`i�e:f`':..;. .i f."-�-• �'r,f.'-�..__� <- .rN 1,�S00.—�W-•-i�ce� " '. Ems' li<[�r-'• -'G I s si :_., - .ss' 1 _, .T �_�.z . M - re- 5 ' ' ` -D 4;; !•74.11 r:=. ,.i &fr 0,' 01,07 Yt)' �_._......___._______._.-..._- !_-...-_.___ - .,.- _ ..___-_r�.a_._%?'-�•_Rhh D SK_p4 ._..._c.-,,t f Site Preparation tlon Plan S11NE O 5F6!S 'ttr7 FR 2y' Loll 2AfOr SAWCUT E70ST, 219 62E0? N ht SAWWT MST, E. fry (, rtcP PAVT. /! /, rj,' � jL'' nosy w.aa. •TURNPIIKE (UBLIC- 194a STATE NK,4RWAY�YWT-ROUTE 114) STREET /2 / /� 1, ' P :: r � C-6 k_ _/ 5:. _ _r n?` _ .,;r• r•__.,..__ _.._...__...__. ___._..._. - - _... - - - -? 20 10 20 40 80 ec �. 6 or 14 1rC SCALE: 1«_2O� vo>Ktrw.�e.r 49T01 SITE CONSTRUCTION NOTES: ,rF�::" i-i'•=::; A'O CI3 \ \ i.PRIOR TO THE START OF ANY CONSTRUCTION THE CONTRACTOR REVIEW THE SITE V47H OMEERT AND CONSERVATTION ACE11AT7 O . . \ ASSURE THAT ALL PROPOSED WORTS WILL ADHERE TO THE ORDER OF \ \ CONDITIONS T�„„ 2.SEE DWOS, C-2,C-3&C-4 FOR GEHERAI.NOTES AND DETAILS. StTy ASsodates,Inc. sa \ 3.SEE DWGS.L-1 k 1-2 FOR LANDSCAPING PLAN&DETAILS.DWGS 1 t'� fOR NEiAfNNia WASLL�I) TI HrS C�PLAN 4c DETAILS AND DYR.C-9 wog 136100 re \ \ 4.CONTRACTOR TO COOR09TATE CONNECTION OF SITE UTILITY LINES Land OUTSIDE BLDG. WIT"THE BLDG.UTILITIES AS SHOWN ON Eq.DO. ��� 23a h,� PLANS,MAINTAIN A Mft 10'HORIZONTAL SEPARATION BETWEEN WATER AND SEWER/ELECTRICAL LINES&W HORIZONTAL SEPARATION 315 Main Street \ CU-14 BETWEEN ALL OTHER UTILITIES 1�(tlTlg L 01867 SHALL PAVEWENT MARIGIM TO DE PAINTED rEL 781444.6400 FAX781-944-0180 AS FOLLOW$: C-13 ` o)PARK94G SPACES-4'WHITE x s ,r Y-l•;a0ny-$ ���1 b)HANDtW SPACES/AISLES PER AUA REQUIREMENTS. .. fr` 6.STANDARD PA=HG SPACES ARE 9'X 18 \\ ti���,a• - 235" i' ��+ I �€ I 7.HANDICAP PAMONG SPACES ARE 12'X 20' . y C-12-- 4 B.TNSTALL ONE HANDICAP PABX7FlG'VAN ACCESSIBLE"SIGN PER HC SPACE \ 42 z.s-, '�\ �`: ` �I AND ADD A'VAN ACCESSIBLE'S1CN WHERE HC AISLE IS!Y IN WIDTH, 7 '�; i 9.ALL PEDESTRIAN ACCESS RAMPS AND HANDICAP \` 2J5�7 C-1i,: 7. � I \ ,\ " PAF O SPACES SHALL CONFORM TO MASS. AAB 1 tf\ } c710 \\ 254.43U C-9•- l i C-7 7 \ \ BVW REPLICATION AREA=1,999f S.F. (FFm) C�i W01; \d'3t',.r A-14 \ u 1911 ` I\ `ems p 23`sc 5,`� 1 \� \ NET. WALL ELEVATIONS 1 11{ ``� \,r � \ WALL LOCAIWH 7 D B-S 23n.71 pY. r 23..5.7E ` E\ -� i\ ` 241.50 23&43 - IEL+I� 1 D-1 - 7 I \\ l yl. , B 241.15 237.Ot _ C 241.05 230.6t - S is F;?,LI:>li I I ISOLATED WETLAND /I C-4 I C)J1rr rgi ' S yy I � 1 JI TAX MAP 98D PARCEL 21 ) !, ` DRAINAGE STRUCTURES AROLLARKIN PROP:26'N' ` ")I 1 I /N0. RIM 91v.(w) wlv.(GUT) SUMMER ROAD �� PROP 18.UNE A_12 ',,,;,"3; AREA=54,004t S.F. 1 4L A lyls ` `' `5. 51105.00.E =t.2k ACRES }1,"',,,..s CB-1 24Q.Do 23&3o ERLIlY ]41A01503 f4q \V±' C-2 C8-2 240.0O 23&30 rs�.e.o �' J el: 978 8376677 fte PA Pin)S ` \ +�DiSTURg�l1 E A-It '._ ' -BORDERING �,'! tjI I ! STC-900 244.10 237.90 23T.T10 1 SET p PCC.t PROP. eay" -10 i s "'t\ W�ETLANDE� '' 5A I Ilt I ` �` osvgEy �•= WALL Bvw FILL 4 SEWER STRUCTURES jR + q_ AREA-1,176t S.F. / I ' 'PROP,2W NO "� p1 1 SilH H0. RIM INV.(w) tiYv.(our) 234r7 OISTMI LI E _Y "7 ° ,7i'i'.i1 IC-I{" z 1 rr 1 242.00 236.70 236.60 i1 - - • z7 .. - PROP. .LINE W �}%A4� PAI) 1 26'NO 6 U1L/I DISAW 1 r.rt I, ,.r�,: 2 239.30 2326D 232.60 n Dare n�,a t SDTON£ s l 1 � S0 J 239.44 23210 23200 M ra-aiyrohq+►gym\c-azap �1,; .. - .yw n,<FCL u-eK Fl Owra bPFCL 1 � .,..r •" _ '��':;,. E74D PCC .�t \ 4 23&70 231,2p 231.l0 Yl. -•€ � q, 6 23&60 230.05 230.T6 s F� Ma+owa br NMM 0 { --I (py \�Q y 2 tJ�" Yeti 6 237.20 220,10 228.00 1'.20`-0' --OCT.31,20M \:ftl f $T `< <G. Z �^ �� - - I / - rvt,cl Fitic u' "r -(RESAtt•T o_'' P% ,i WFlLTR { - i -r„ , 1 i t 400"Sf \ Rp,Sysr!M A 1 STo- 2 0 LONDt S g ` - _ c5 m r 20' -..".IvI y 5YSLF]d1 'B �"- 'pAR1QN0 •�� \ itri A \(NO kT(fRNPI1{EST"RELT' ` = a J •f_ _S u�} 91ETLTR "MA �vE t 67 PARIONQ, S STORYPROP. •1 ro ` I �, r .AREA ♦I / 1 i. l i 0_g ?35.,'i +, r'! r,. :::.; 5+, I r Massachusetts -z l- :r RESTA1 WT) 1 CONNECT North \ I l .aw ra FENCE i2, J, J _ _ PROP.8'S. I_.... ._.. \ /( s ry r f r „I / I 74 ; /A J� D'es 31 f TO sMH Permitting -�y >ir,r r3, �1 A m ..�, - I ! ., \ r 1-Z 71 227.70� �' f'7itiHMA' } Wit:-40' ._r I •24150 \ SMH-2- I 3�\ VG t1' t`r, IP-- _ :.•l'! OPo _-8 D-7� r' y t 206' o 6'TRANS.TO SM-1. _ - _ - .. FLUSH CVRD( 99E) .,.�._....:- - 205.00' .+^,� ea0.t7. �0011AR �. .�.�,r.�� �,�. _ ter.._ ._m.. -. �,, I' i ,r ., :;' N15'00'00'W ii , i 6•.SRAHA.:TO d,r,4i,._ Q s.+Qi .. ',..t _ _ a:'!.is . 4 -r . r .,:r r'-� _.. FLUSH-g1RB.r�,. w - ,�.. 41'-S"DIS .r _ 0 4 - -- , t• „ rt"mac :- iT„iti I? te,':c I - 176-8'S� •- '.- - ---- C.S 11 f,Ji... ., f•. _ SMH-5 ? ;:r:- �'i..,XiA '� S COLI.Aft � 5� 8 - Site Construction Plan -i tf, - ;Im.. 5--- - - '�-- H- __\. SMH� ^"'r - `- c ..,'r`.. ... A110E L]NE� _ .. t F.UP 211,41 ,`� ....,,.__ C6F'. 2-04.U7 q 23$.?4 f0� 233.&2 TURNPIkE (PUBLIC- 1940 STATE HIGHWAY LAYOUT-ROUTE 114) STREET C-7 r P i t -1- F r I'r r •.Sir ,I•rr �. _. .1 it � �S' -U t fr -- - -- -- -}- a,r.r 7 M 14 I o Lr ?0 20 as so Z ... _. -/- `"G i.'_` IL I).'-- I31!' r'0 iC 61.rt-7_�... _ _ _21b0 -.r _ �C. �____ .}1- _-'V. __IH 1 '.--.Oil:._..D iIFY7A5 - - = scale: 1'=�a' .01 ` • SEDIMENTATION do EROSION CONTROL. NOTES: tfj7- �y',�, \ 1. PRIOR TO THE START OF ANY Cd45TRUCTIOH THE CONTRACTOR SHAH.INSTALL STRAW BALES/SILT FENCE(SEE OWG.C-8)AND ♦ RENEW THE SITE WITH THE OYMER AND CONSERVATION AGENT TO \ • ASSURE THAT ALL PROPOSED WOW WILL ADHERE TO THE ORDER OF • � CONDITIONS. st Associates,Inc. S 2. DURING SITE GRADING WORK CONTRACTOR SHALL CONSTRUCT OTHER V. jF TD(PORARY SYALES TCHES AS NECESSARY TO PROVIDE ♦ TELWORARY SEDITION CONTROLS e,.e�-ar ♦ \ 3• NEW AND ExtCONSTRUCTION TMO CATCH BASINN�wLETS TAIOFD/oR TEIIPPOR STALLED YouNP STRAW BE Land swve;ym e,; SfL \ �C-15 \ SWALE AREAS AS CONSTRUCTION PROCEEDS i SAC1f5 ARE TO BE 315 Main Street \ INSTALLED NITHIN ALL CATCH BASINS. Reading,MA,01867 ♦• E4 4. SEE DWOS C-2,C-3 AND C-4 FOR GENERAL H07ES AND DETAILS TEL 781-944.6400 PAX 781-944-0180 11 t ,1--"' S. CONSTRUCTION VEHICLE ACCESS/MESS SHALL BE NA THE BODTI4 x C-13 ---v�tSCnYJ SDtEET DRIVE ONLY,INSTALL STONE STMUZED PAD-SEE DETAIL ON 214.44 t:3 71 ♦ }} DTIO.C-4. -.`It .), z� o�lF•:.r.- C�10•. 7 s� s b ♦ zs s -00 s. ? 237 52 )i ♦\ \ 1iS5., _D�-.. 1.7.1�. G�7 IkI ���, '�P'3.!b ,} - /•-.•.0 1 �f 1133 fig *♦ BVW REPLICATION \ AREA-1,999± S.F. • \ z 234.31 j:6. I l k if,:1.0,r q. i-f- :. 2'' o, W, rn - i?,:', O\ I 'K !::' Nrl:PTv . ,ro'.ar, A-t4 STRAW Y FENCE +:1 f I,. 13-4E fQQQ23G.71 /'r1 23h 76 - I\\ S TED �NN1S j4 TLWEANl5sp P{RI1 1T 5utO- LBNE ' d l .1 !s 1� - t er: - ;, TAX MAP 98Q PARCEL 21 rRLIN LL ARKIN iD } SLIMMER ROAD AD, A-12 AREA-54,Ofl4tS.F.SE 'D E =1.24± ACRES C-2c l7858376677Or �+a Npays \ �p� �1 `" �—BORDERING el, EFj I -10 VEGETATED 1 t, PCC PCC"•�, %HELP. ``' 7 _ �3 STRAW WETLAND EWAWS l a�'•�RETAIN,'i`_„i 7 ,05T1RE� WALL Bvw FILL A- AREA=1,178* S.F.NO I I�r ••,'n'. 'PROP. a�,LINE s,.,.o, wle r.ccw \ �C3S1I` A-7_ PROP:'28'INO -B" ENO`:z'S 30'.Q1 Y - - (flip1) -- vex, .` y 1�4 - D151VR8.LINE _ W/ x4'STONE Ph7� I.I•,t7.:�, 9 .,_4_ C.SW ,�_i,. r - `r3 A t t :'23;,.3! - 4�by FCL It >e�,r:a\roo}cl\oro.,,ar 1}BP u+a,e or FCL _2 •� 8', , <., ~w br FCL MwA.a ar NNNA1 >< . � ENt�CC •�- °! _ i °OLeLOCT. 31.20oe f {{"` o RETAIL u' o. F►1 1�0 1,40D SF \ 'l- STEUT 4 _ - j i;! -r r„si.l.t 'tr ? A'I STG- - 1 l �P i • ' f Fr211.G0 � . RO'SY51QA Ds- . HC - i eAR1aNc HWA 1(o a1N:B)/ I 674 TUR 1 zD I w�,i KnLT16r' i 674 TURNPIKE STREET ni:,ir.Ii :rVr PROP � Pi F� 7 1 / � � 1 I PAS, . �_ -1 SIOR1 N, C •"� . AREA r C`' / I North Andover,Massachusetts -'1.41-� IIRESTAURAFTT) N ...� 1� N S l 14�i-p�p: I . 1 rr .l e I } I!_ - enni"t dng25' E SFENCE E fr F.F.624160 2 CONNECT - 7- 7.A0 � r •T41 50 W -2 \ .' - '1� .;"LS STRAW BALES 2.'.a.f•'1 f Al : 'r� � r,*,._1 1 �-6-^- — "' '- _ dt MY FENCE 2? .35 � i�� J l n I �J� � y. f DiisNE ^ -^ -0'S �Q D I D-S _-��' D-2 i i I 0 TRANS TOQ stalN y. . - -s ?so.c a- S' S COUAR TO r 3f - FJt.SIDE) •- - .- N15T)D'00"W r- -- rri am. .r ^� _,� - FLUSfi CU (__ _ .__. E.E t,f L 14J}t 1 11: si}. fLUSN WIiB,y St a IrU., 1---� -F l S ''. — SUN ' 178 8'S ^ �6 Sedimentation&Erosion rr �. ----'•�,', -.__.:. -- --• - ,`2»:^.+...._- - - _} -o`S�BI!FFEh yAN� -ne,. '-Vt"- _ - _ - �.�•� —. —� ... - .,�.. .. pyyKURBA+!^C7 LfiH1�.. -.. _.-.I ,,,_. - Control Plan 3 'L - _ 1 FOR ---- i _v. .a.W._....._ Gqt� i' } _._.__. y LOP 24i.41 �' 24G.07 t>� 5� 3;1.34 NOTES )v l,` qi" NOTES l TURNPIKE (PUBLIC- 1040 STATE NOWAY LAYOUT-ROUTE 114) STREET C-8 l.c Ind-. nrr rnac - - -rrr_ - - 20 40 awl8orl4 )I. - _..—. ,. _ egc SCALE: 1"v20r rro4970�« 6'HNN LINK FENCE 14 Ic CLAD— GENERAL NOTES: CNK FENCE - GALVANIZED STEEL BEAM 4A Inc.GUARDRAIL(TYPE SS) •.$�Associates,In IF REQ'0 1. RETAINING WALL SHALL BE DESIGNED AND FURNISHED BY VERSA-LOK,REI31-•WALL OR OTHER PINE BANK MULCH 6' 6" - PRECAST RETAINING WALL SYSTEM AS APPROVED BY OWNER. f5 Engi� 3,000 PSI CONCRETE BASE 15 2. EXCAVATE TO LINES AND GRADES REQUIRED TO INSTALL THE LEVELING PAD AS DETAILED OR USE 6"6 CONCRETE TUBE - AS REQUIRED TO PLACE THE BOTTOM OF ALL LEVELING PADS ON BEARING MATERIAL Lmd Su eym FORM. APPROVED BY THE ENGINEER, CAP UNIT 315 Main Street ADHERE TO 70P UNIT PRECAST CONC. CURB - 3 APPROXIMATE.. THE BOTTOM ELEVATION ELEVATIONS THE LWiLLUBE ESTABLISHED BY SITE CONONG PADS INDICATEDOIITIONSSINI THE FIELD. eatling,MA 01867 ADHERE 2'-3" CONCRETE ADHE5NE -FINISHED PAVEMENT4. STRIP TOPSOIL AND REMOVE ALL OTHER ORGANIC,SOFT OR UNCOMPACTED FILL MATERIAL rEL 781.9444M M781-944-0190 8" FROM THE WAIL AREA BOUNDED BY A LINE i FT.BEYOND 1H£EXTREME EDGE OF THE LEVELING PAD AND REINFORCING GRIDS.BACMLL AS SHOVM IN THE TYPICAL SECTION. Y'I CEMENT CONCRETE M450NRY, Vc-3000 PSI & SHOULD BEDROCK BE ENCOUNTERED AT THE PROPOSED BASE OF WALL,EXCAVATE BEDROCK -:i TO THE DEPTH REQUIRED TO INSTALL A MINIMUM OF 1 WALL COURSE AND 3"THICK LEAN` GRAVEL SUB-BASE CONCRETE BELOW THE ADJACENT TOP OF BEDROCK.LEAN CONCRETE SHALL CONSIST OF A IMPERVM$FILL 12'DEEP CONCRETE MIX WITH FINE AGGREGATE ONLY, WITH A MINIMUM COMPRESSIVE STRENGTH OF DRAINAGE AGGREGATE - - 3000 M. 12"THICK MIN' W ;_.'`'• _^___~—GEOSYNTHEnC REINFORCEMENT - 6. DESIGN OF GEOSYNTHETIC REINFORCEMENT FOR SOIL PRESSURE AND VEHICLE IMPACT LOAD AND CALCULATION OF WALL STABIUTY SHALL BE PERFORMED BY THE MODULAR WALL SEE PROFILE DRAWINGS - SUPPLIER.COMPLETE INSTALLATION INSTRUCTIONS. DETAL DRAWINGS AND SPECIFICATIONS -L6K FOR LENGTH,TYPE,AND SPACING SHALL BE PREPARED AND SUBMITTED BY AN ENGINEER RECISTERED IN THE STATE OF MODULAR CONCRETE CUT GEOSYNTHETIC REINFORCEMENT - CUT GRID AROUND VERTICAL MASSACHUSETTS FOR APPROVAL OF THE DESIGN EN(ANEER. FACING UNLTS `7!�•.: AROUND GUARDRAIL POST DO NOT OVERLAP 5TRUCTURES BEHIND WALL - }-a»_ :-�..------�p=- ----..c-�--.. - - GRID LAYERS 7. MINIMUM COMPRESSIVE STRENGTH FOR PRECAST CDNCRETE:At=5000 PSI,THE COMPRESSIVE "�"• I� STRENGTH OF THE GROUT MIX SHALL BE 5000 PSI IF USED IN LIEU OF PRECAST CONCRETE. '•"i%'a/ FILTER FABRIC I-: - I•, B. REINFORCING BARS SHALL BE ASTM A615 GRADE 60. 1-4 Li EXIST. GROUND �L E__ O"k-srt-Y- E�= )LENGTH 4"DNA. (MIN.) DRAIN PIPE COMET O ENO OF WALL OR O 40'CENTERS MAX. __ �,r,z.-._..._.,_r SLOPE TO DAWN(1/8"/FT.) - W/FILTER FABRIC a � e e IMPERVIOUS FILL __.-- r. 2'-0" - 1. FOLLOW GEOSYNTHETIC GRID MANUFACTURER'S START GRID APPROX. 1 1 2' - INSTALLATION INSTRUCTIONS AND SPECIFICATIONS RANULAR LEVELING PAD FROM FRONT OF UNITS / - 2.GEOGRID,LENGTH AND ELEVATION PLACEMENT - 6'THICK MIN. SHALL BE DETERMINED BY VERSA-LOX TYPICAL SECTION — RETAINING WALL GEOGRID .AT STRUCTURES BEHIND WALL N.T.S. N.T.S. Owner: AROLLARKIN 40 SUMMER ROAD ERLIN MA 01503 PINHOLE el:(978)i 837 6677 3/4' SETBACK-, VERSA=TUFF PIN PIN HOLES AND SLOTS FOR 3/4' PIN HOLES FOR 2 PER UNIT SETBACK-WALL CONSTRUCWn VERTICAL WALLS Wt. S —RECESLOTMNC ` --.,.-..-.•34' - Ow�c¢V•.eA,a\S91W\Foaaq 1 SPUMNGHALF UNIT FOR HALF er FCL A^'*'H'OBP O� ^r FCL - - FCL Ma...e aY NMLi SPLITTING GROOVE FOR — o O FREESTANDING WALLS )KAA�91owlr DOT, 31,2008 PINNING DETAIL N.T.s. 0 LONDIS 1/4' 674 TURN1'M STRM DRAINAGE AGGREGATE •!,,til•�, North Andover,Massachusetts PERT.DRAIN 6•B" t6• PINNING SLOT FOR PIPE - STRAIGHT SPIN FACE FREESTANDING WALLS �t6'� eTmitting ®! 1 ',• •• "' ''•y I •'I:;ti• mS,9 Title 0.48'D[A. Eta1111.� �Tr-lY OPEN JOINT' 40 FT.CENTERER Wall S - S2" Notes and Details DRAIN DETAIL VERSA—TUFF PIN VERSA—LOK UNIT N.T.S. N.T.S. N.T.S. C-9 - - 9W1 9 or 14 497.01 Mistry Associates,Inc. e�Ok r�sa�z1»a+• ` sL '•^� \\ 315 Main Street k MReading,MA.01867 - FIM 781-944-W PAXIBI-9440190 C k3 \ - - 2.14.44 - �Y2'� 235yt' -12- }} e I 2J4.7a 2d4,4t&/ Tc 9 SITE-LANDSCAPING NOTES: \ BVW REPLICATION 1 �)IE 1 I 1. ALL PLANTING BED AREAS TO HAVE 4" HEMLOCK MULCH. AREA=1,999i S.F. \ l 231/91 CE B I �l i 1 V 2. ALL OTHER DISTURBED AREAS TO HAVE 4" LOAM & UPLAND SEED. 11 (ma.) ,,9L-^ ki d u .__,_R3C' r� _ m j,t;•k; : 1 t 1 � 3. SEE DWG, L-2 FOR PLANT LIST Ec LANDSCAPE PLANTING DETAILS. I $a 235.13 1 .. 1 11 ;A11t,t S1 \' I ii:fl! YYrst ire :UUa': A-14 Z.�lgl 1 r \` 13 4 236.71- r 23s 76 ISOLATED ! F, „ si i'r Rlt!!,:L! r I .-r i� y `�r 1YETLAND ` a-13�1 �.,+� r -2 l 0-4 1235.'771C�l � 1 �i .-} � . TAX MAP.98D PARCEL 21 I 1 li I t 1 AROLLARKTN (4 I 1 p� gitttS5L111E A-12 �1 AREA=54,004# S.F. 1-}'I I I OSTJI�nulfficROAD RVIVI v, �5. siSr000Q•€ ,_:nl; =1.24� ACRES ){%1ss.ac, t 6RLIN MA 41503 S c-z 1i r e1:(478�8376677 1 A-,I 1 Pj \ t k Ix^ r BORDERING S Nk I to y 1 PCC �. " _ -,Q "+\ VEGETATED L �P� j A =�'� WETLAND p8 AREA=1.176* S.F. i l a 4 r,,. ,rs• ;, : r' f+,' -DWARF GOLDEN 57 , iW -? 8 \ - s111REAb CYRM 1 _ -25�,.. s.D u. Ati7 -s+:. PROF]26'110 1.y' j• ,C 1 2\ 3q 1 ,y n/ (ETIa INANE 'l1 T.A_4 DISTURB.11NE A si \ / I 11 w.+e:GV'n+FeE\S970k\L-Ol.ay •StT T i--- ] T �t?�i,.1" 2.1r:�. A-1 l { 13-i 3G \� _ er F£L n'°"n WP a,eaw ar FCL f ?' ••--2',n- ? ><�ry A 3 A-2 1 l /; ii - - ~W br FCi }rw—nr NMLJ efJ is �0``ri f 23703 OM`r, 'C. \ �.\ I _ r _ t / I"�20'-0' ��O 31.2008 �\h1 '� S t.iRETa1L `1n' P• 4 xyj - '� - --ruo----s J T�T7 I$$a ! �-1:40D•Sf �- -� t5-NLUE SAIWMT -- .^ - f - I �'� ""—— ••f I I LONDrS 5 ,�i'� `1 +1 •• ��� s0-Pdl -- '_ s-°HAIAI.\\JhJ�hh�-J:\ I �r / I D-t { E 674TURNPIKESTRMT ODODEND . {. ftON~w PARiQHO. ♦I ';' I: j 1,H STORY r C _ a,'.` AREA' �o I ' V�'3, I p-s 13s.ji r, k i ., r+ I` ; North Andover,Massachusetts 2•tk-� ' :/r(RESTAURAN� _� i y 46-c t£ET1wAVE S {•I 1 I k f ,.»e ra: I' 0'WOODEN 1 40D S F YEN( ! F.k CI I'f24160 piti ii t¢:-DWARF GQLDEII �` ,r•- I I FENCE 14 THREAD C1RE5$ � � D-8(23'�..5Yl �..L , +.. 1 Iy- Iq, l j Lmi erT. nox;; E .Si''• SEfii t[i-GREEIT SAR4IIIT ��� V Y -'Y,Ifr\ `. yi'ls;,.,l-r_l2's�s.97 1 - e Ring 1:r lN7rAPER I + l ` `'y 23:,G1 �D 3'i 11 I I ;1 DRIVE 13fr 20-P FA^_ �l i'?�-�k q}Yp!� �ll;. �� .;k �,�v ii,,�.L_�.,...ti.^_.-�'::-:�Y 1�-:� _•rA� F- .�WN-"I2SQ'050.O'QDQ'�W '�': ��y} .•,.p.-...1L P_,f^�-%-'-_ L�D�'N_-.-�-m' r..r.�.- �.,7't,----�L;_,�.."_.��3;..-�_.,1_ _�v p',_._4f7_1t__._.._.�_-_..._��---_2_..:.•-,.mi.Z�--_•..3 l'_-i:.."__D_-2'�:/.��3:-I.f^aa C(..!. . 23 ).[D 51GDODIDROF 21 220.17 VA Xj%_,4g_ T P 1)+Vpl„1( {� 71- 2-- 27 _ >: E /� Site Landscaping Plan Ai{C.E -� .,_.�_ -_._i LOP - it 241.41 , -..„_ ..� r E6. 'LSO'07 /y 234.34 EOf'� 23i.02 TURNPIKE (PUBUC-1948 STATE HMWAY LAYOUT-ROUTE 114) STREET f T tt_I � � - 1 _ - - Z _ - r_� -_ __ -- _-. _-'._-- _-- - __.___ 20 D 10 20 40 6D FOP D1 �QiF.'rL414 ' �-r<1 f. t s+.et 10 ar 14 7s;" - • t . . _.. _.___.._ _ �. l r_ °.- �..�_);f�3_--W - €�R,VFUAv '" _ +'- t}„!, _._._.. _ __ _,_., _ -,�__ ._...__.._ _ ...._ ._._. ........ ~<.� sta 4t wr:br E07 Url4i.._ __.--. _. --_2 - - -_ -�.15. SCALE: 1"=20' 97.01 stry Associates,Inc. SI,TYaym 15 Main Street eadTng,MA 01867 - - rEL 781-944-6400 FAX783$14-0180 NOTE INSPECT THE ROOT BALLS FOR EXTRA SOIL COVERING THE TOP OF THE ROOT BALL.THERE SHALL BE NO EXCESS SOIL 00 TOP OF THE ROOT BALL OR AROUND THE TRUNK.ANY SURFACE SOIL ABOVE THE ORIGINAL GRADE OF THE TREE ROOT BALL OR COVERING OR OBSCURING THE FLARE OF THE TREE TRUNK MUST 8E REMOVED PRIOR TO PLANTWO IN ORDER TO DETERMINE THE SPECIFIED - PLANTING DEPTH.ALL BALLED AND BURLAPPED TREES SHALL EXHIBIT THE FLARE OF THE TRUNK AT THE SOIL LINE.TREE ROOT BALLS WTH MORE THAN 4'OF EXTRA THIN BRANCHES AND FOLIAGE AS SURFACE SOIL WILL BE REJECTED BY THE - DIRECTED WHILE RETAINING .ENGINEER/OWNER, _ NORMAL SHAPE DF SHRUB - PLACE PLANT 2'ABOVE - SEE PLANTING PLANS AND SURROUNDING GRADE - PLANT UST FOR 5PACNN6 - - 2'SHREDDED,COMPOSTED BARK MULCH - SEE SPECIFICATIONS • FINISH PLANT LIST � � GRADE - BOTANICAL NA CONHM NAME QVAImn SIZE Reiwua EXCAVATE SHRUB BED TO REQUIRED - DEPTH AND BACKTILL WITH SP€CIFIED. SH"S O SOL MIX S4IRAEA NWP0MCA'SWVhW n' PJH RROOWFWROR 30 2.112-3 IT. S88 m CONT. - Owner: jmil S Okw"s YAR.SAACEHTe'GLAuca' 0Z SArt[,Eur JRlrefx i5 IB-24 a CONT. _ •n jy Ju1WE CWNWSMVAR.SARCENIN'VOW's, GREENSARmwJUl+tfe 15 IB-24IW CONT. ARN7LLARKIN TAXl4 CVS910A74'GKf-AYF' 6REEWAVE YEW 20 -3-3-1/2 FE. $8B m CONT. SUM MR ROAD CiumAPCYYARIS Fiswm'Furtu Av*A NANA' DWARF Ga.PEN TRFiE"CYiI % 18 IB-24 M1L CMIS. - a - ROLL BURLAP BACK FROM TOP I/3 OF - - ERLIN MA 41503 ROOTBALL BEFORE RACKFILLINO•UN RE el:(9%8 837 6677 p ROPE FROM TRUNK i•+ �.ry::�^r:.: PLANTING SOL AS SPECIFIED NOTE: TOPSOIL DRAINAGE MOUND COMPACTED FOR CONTAINER STOCK,PULL TO 929 MINIMUM POTTING MIX AND ROOT MASS APART TO DIRECT THE OUTER ROOTS INTO _ ADJACENT SOIL.CUT ALL CIRCLNC MIN. MIN. - - ROOTS AROUND THE ROOT BALL - - I�RVyro}ct\49Ta\I.-O2a.q SHRUB PLANTING SECTION rv»a by.FCL D1—bn GDP 10» m tPFCL N.T.S. waw bE FCL "0rfd Oy NMM Ae Sham oaa OCT.33.2808 LONDPS 674 TURNPEE STREET North Andover,Massachusetts .�.i sa rraiwng Landscape Planting Detail L—Z \ SITE ELECTRICAL NOTES: \\. L.see DWOARY aEC FOR SERVICE BEES of RETAILS Shy Associates Inc. 2.PRIWVRY ELECTRICAL SERVICE TO E1E PROVIDED BY ELECTRIC UTILITY f PROWLER.TELECO MUMCATM SERVICE BY TENANT SELECTED \ t:ssg T?nBl— SLuveyrna iss.uc 3151!1'I81II S1[ftI: Reading,MA 01867 TEL 781.944.6400 PAX78t-944-0180 c-113 �,_},oen- 4 ll} \ i N.5H? I l I - t�, 234.,II X \ BW1 REPLICATION \ AREA-1,999i S.F. \ a 234.91 5C16 'I __ -4 V� 1 ' IUD j O�� 3L:�...'f':r!l}41- .�,1t}�.1i A-14 Q \"\� 1.1 1 , 1 074 ?3c.71 r 255 75 1 \ re ] l ISOLATED i °'"" �1,� --� $ �, WETLAND 1% 1 f - �. ., 1 A- , 13 C-4 n } s — TAX MAP 98D PARCEL 21 CAROL LARKIN j }`t, t I Fl ate'UHE A-12 +� AREA=rJ4,004� S.F. � 11 I I 0SUMMERROAD IN s. I 51;no'oo'e ^" l}1>:23s-a t ERLIN MA01503 NIS 4 i =1.24t ACRES w t l*Rap v lo5"ao' c-z j5,z.,so I i� eL(978�837 6677 ' f AAft)5, \�` �DISTUR@�I E` A-tl •, 2 VBORDERING EGETATEDPOC 1, WETLAND A-9 t 8VW FILL ii tt AREAm1e176t S.F. 'PROP.25'NO Ate-. -6'' i PROh 26,ND- V_ it- .i'' 1-. --�i ��+ .J� 2's a' A-4�} - ffU + - A Sw IWI A 1 4 I I ' ilanc RAP vI�H�19701\f-01.Op -tea 4 C: ;...__t,r- 'C'> _ IiGL ! 5 / Av, er FOL °"°"'ap GBP awed up FCL A 3 A-2 y waed aK FCL Wc,v.ed ay HSA1A \ �- _� a, •`,(�r,• I - �.L l 1 _..,.� / `,�1 1--20'-Cr --Got 3t,2008 tj (Az 2 srC•1400'SF \ L.ONDPS Fr241.50 I'. {.-�"_ `. K' " 1 I 674'I`ORNPIKLSTREI3T 1~ti_ NRIA,I�tih MVE/,1 I�,i I i,., _ \ 1 STORY' 1 c ,.�` AREA 1j�` I / I 1 ! ,s.,, +..fir,I ' --2-f:-\ /f(RfMAURAHT) I•!/ . '. . i I - I North Andover,Massachusetts 1 \ ld rt�I FF 24160 2 '\ .'.•, !� 1.:\ -i � ^3 �'�.� `\ �., ` ?�L7 r ' �!'s r`a ermi 1� � fC• } �, ,.7 Vu sr, s"9, ♦ l Ck M _��� D-B / f PiT iting 1tEt'4I.1�,1A1• �1, } 1 r�.i r� f MSG..):3 f :40 w - - -'- � I� "�\ fI� " lt�ry•, ,_ss�__�, tt z3 n.r7 ��` I{_1 , DRIVE D-7 6�M1-y -^T-..._ Ir 'fl S f~ 'L•r _205.00' - —'�,�'- .!^ ly- R 6 P f � _- D—a - — — - a CO1:1.. l lel L 3r. ,-__•_._.•___ fr�ilLiS/ 1 Site EtecWcal Plan - - .;• ,- - - --- .. -E _ram.. ly �BU� _�l7 f 17 _� ._ f.� `_� - `_ - STlI1t8!��E� _ 3,V2 TURNPIkE (PUBLIC-me STATE HOMAY LAYOUT ROUTE 114) STREET t I I i I IS 1 / _ t f r+, IL n "t EF r ,fry Ir!:o Ll�' .r f4s_(i:('AU;') B _ 20 0 10 20 40 80 Sw t 12ef 14 SCALE: 1"=zo` ae 497Aw1 r BACK FILL nmw LEGEND - SITE ELECTRICAL NOTES: - istry Associates,hie, GRADE CY DfSCONNECT SWITCH W11N FUSE NTH ALL ELECTRICAL WORK SHALL BE IN COMPLETE COMPUANCE tis&Vn&em PATH THE NATIONAL ELECTRICAL CODE, THE NATIONAL PARKING LOT LIGHTING SCHEDULE BURIED PVC SCH-80 CONDUITS ELEC1MCAL SAFETY CODE.ALL PROVISIONS OF THE US GOV. Sw yas ABOVE GROUND EMT CONDUITS 'OCCUPATIONAL SAFETY&HEALTH ACT',THE MASS-STATE DESCRIPTION * z WARNIN? 46, BLDG. CODE,AND ORDINANCES. IS MBII►Street SYMBOL POLE FIXTURE LAMP VOLT PRASE MOUNM5 REMARK � TAP� _ GROUNDING 2. THE DRAWINGS ARE DIAGRAMMATIC AND ARE INTENDED TO Reading,MA ctS67 HEIGHT Q JUNCTION BOX SHOW THE CONCEPTUAL ARRANGEMENT OF ELECTRICAL WORK. N COMPLETE WITH THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS STAMPED BY 781-944-6400 PAX781-944.0186 **aRUUD-PS5S25 PR2440-M-FF SURFACE BOX, - Mi L1GFIlWG POLE W/F1K A MASSACHUSETTS REGISTERED ELECTRICAL ENGHN££R OF ALL THE 52BZ 400 MH 277 1. 25FT.3 ANCHOR DOLTS ,S's „ D - WIRING AND EQUIPMENT NECESSARY TO CONSTRUCT THE COMPLETE - HIGH EFFICIENCY ELECTRICAL SYSTEM FOR SITE LIGHTING AS SHOWN ON DWG,E-1 BALLAST INCLUDING SECONDARY SERVICE FROM THE TRANSFORMER TO THE BUILINRG- PVC SCH-80 RIGID 3. PROVIDE CONTTNNOUS-FIBER POLVUME IN ALL CONDUITS, FIXTURE SHALL BE AS APPROVIXI BY ARC1TECT/OWIPER. * APPROVED EQUAL COLOR FOR POLE&LIGHTING PVC CONDUIT(TYP.) 250 LBS.MINIMUM TENSILE SIRENGHT OR APPROVED EQUAL _ - T.I _ ffm 4, PAVING AND GRADE OF CONDUITS VARY AT EACH POLE LOCATION. SEE SITE CONSTRUCI PLAN TO COORDINATE THE WORK. 12" ION 5. ALL UNDERGROUND UTILITIES SHOWN ARE IN THEIR APPROXIMATE - SECTION A-A LOCATIONS. AS DETERMINED FROM SURVEY DONE BY OTHERS AND ARE NOT GUARANTEED TO BE COMPLETE OR ACCURATE, RIGID PVC CONDUIT INSTALLATION CONTRACTOR PRRIIOR O CONSTRUCTION AND SHALL NOTIFY THE FIELD VERIFY EXACT UTILITY LOCAPONS0 IN TRENCH (TYP.) - OMER OF ANY DISCREPANCIES FOUND. 6. THE CONTRACTOR SHALL CONTACT ALL PUBLIC AND PRIVATE N.T.S. UTILITY COMPAHXES INCLUDING THOSE IN CONTROL OF UTILITIES NOT SHOWN ON THESE PLANS PRIOR TO PERFORMING ANY WORK- . 7. ELECTRICAL CONDUIT SHALL BE RUN AT LEAST 1'-6'ABOVE ANY SEWER,WATER OR DRAIN LINES AND A MIN,OF 10'-0"FROM THE SIDES OF ANY SEWER,WATER OR GRAIN LINES & WHERE ELECTRICAL CONDUIT CROSSES A SEWER OR WATER LINE IT SHALL BE ENCASED IN 3000 PS CONCRETE 10'-0"EITHER SIDE OF THE CROSSING. LIGHTING PANEL (LPA)* 22 KAKX I I ABHREVLATIONS 9. ELECTRICAL CONDUIT SHALL MIN,5'-0'AWAY FROM THE GAS LINE, IOOA MLO,450/277 VAC,1 PHASE,3 CORE, SURFACE MOUNTED CKT. EQUIPMENT CKT. BRKR BRANCH - --POWER SUPPLY FROM A AMPERES 10, USE MINIMUM #10 AWG CU. WIRE MOM HAND HOLE TO EACH LIGHTING NO. SERVED TRIP POLE CRCWT SITE RElIARKS _ - / MAIN DISTRIBUTICN PANEL ARCH, ARCHITECT FIXTURE ON POLE. - 1PDWN ON . 3W,277/480Y - AWG AMERICAN WIRE GAUGE I PARKING LIGHT POLES 30A 1 �P AG"T tF ETER BLCO• BUILDING !1. LIGHT POLE INSTALLATION DETAILS AND FOUNDATION DESIGN ARE FIXTURE C GALY. RIGID CONDUIT BASED ON THE POLES AND FIXTURES SPCCIFIED,IF AN APPROVED CAT CATALOG OR 2 SPARE 20A I _ - .(3)/2 AWG, CKT CIRCUIT - THE ECONTRACTOR TO REDESIGN THE INSTALLATION DETAILS AND r 3 SPARE 20A 1 — - B GND(TYP.) COff CCU ONNECTION FOUNDATION ACCORDINGLY. • SVMNECT SWITCH DET. DETAIL 12 PROVIDE NEOPRENE GASKET BETWEEN TWO DISSIMILAR METAL TO . 4 _ .. .. _ - - SH 11.3 DWG.(5) DRAWINGS) AVOIO ELECTROLYSIS EFFECT. ,3P AC LIGHTINGEXIST. ES11NC�TACTOR CUTLER— 13. UNDERGROUND CABLE SHALL BE COPPER AND CONFORM TO _ TAHAMMER CR CUTL H FIX. FIXTURE REQUIREMENTS OF UL STANDARD UL-44'RUBBER INSULATED 700A,1P,3W FT, FEET WIRES AND CABLES".MINDAINI TOTAL 8 SWGLE POLE SPACES fiEQO.IH PNL IGOA,UV GEN• GENERALa.FHSTALLATION SHALL BE XWHW,UNLESS OTHERWISE NOTED.GND GROUND OR GROUNOBNG AROLLARM LIGHTING PANEL b,NUMBER 10 WIRE SHALL BE SOLID CONDUCTOR.W IDENTIFICATION a NUMBER a AND LARGER WIRE SHALL BE STRANDED CONDUCTOR. 0 SU W AER ROAD AUXILIARY GUTTER J JUNCTION ERLIN MA 01503 10'X 10"X 16" LP LIGHTING PANEL 14- ALL CIRCUIT PHASES SHALL BE COLOR CODED AT TERMINATIONS, l; 976tJ 837 6b77 (FOR WALL PAKS) CKT-1 - (FOR SITE LTG) N� LLIHA)wnuoWUM SPLICES AND PULL BOXES WITH UL LISTED ELECTRICAL PLASTIC MOB MAIN CIRCUIT BREAKER VINYL TAPE SUCH AS 3M SCOTCH BRAND NO,35 COLOR CODING TAPE. MFR, MANUFACTURER I6. WHERE 3 OR MORE CONDUITS ENTER A POLE BASE PROVIDE A 6' MISC. MISCELLANEOUS DEEP 10'X 12'GASKETED SCREW COVER GALVANIZED STEEL MIN, MINIMUM JUNCTION BOX FLUSH IN CONCRETE BASE WITH A 3/4'PVC TYPICAL SCHEMATIC RISER DIAGRAM MLO MATH LUGS ONLY STUB INTO POLE,SPLICES SHALL BE MADE IN JUNCTION BOX. NEC NATIONAL ELECTRICAL.CODE PROVIDE BRASS OR STAINLESS STEEL.SCREWS. HAS. NOT TO SCALE PE PHOTO ELECTRIC 16. GROUND COHNECTIONS WITH THE GROUND WARE SHALL BE MADE PWR POWER AT EACH LIGHTING FIXTURE BY MEANS OF POSITIVELY SECURED a..m� pose 4'X4"STEEL POLE, REOD REQUIRED GROUND CLAMP IN EACH. COLOR TBD SCH. SCHEDULE 0:vft. H\497o1VL-D2e�y BY OWNER SPEC. SPECIFICATION 17. THE BALLAST SHALL BE ENERGY SAMNO 277V AND SHALL BE by.FCL FCL TYP. TYPICAL ABLE TO OPERATE AT TEMPERATURE-20 DEGREES F AND 158 elwim nr FCL ^ °'�sr NMM HAND HOLE W WIRET Of THE DEGREES f WITHOUT ELAMP.BALLAST SHAALLL Of TL CERIIFIED,UL LISTED, 'c As Shown a OCT. 31,25W BASE COVER HlCU POWER FACTOR,ENERGY EFFICIENT,PREMIUM TYPE, HIGH T,u ralt CONCRETE PEAK LEAD AUTO-1RANSFORIAER WIN P,F,OF 90 OR HIGHER. - _ FOOTING BASE PLATE k ANCHORBOLTS(AS PER - TIME CLOCK POTOCELL 1& PROVIDE AND LOCATE LIGHTING PANELS IN MAIN ELECTRICAL MANUFACTURE SPECS.) TORK SERIES 7L02 277V, 1P ROOM OF BUILDINGS, - LONEIT'S v�7usT�ERDXT utELlsi�TIDN aTADE 674 T`t)RNPEM STPEBT REBAR O 2'O.C. 19. SITE ELECTRICAL PLAN&DETAILS TO BE COORDINATED BY ELECTRICAL CONTRACTOR WITH ARCHITECT. In 4- 4 A TC North Andover,M1L4SROhuscits POWER SUPPLY ARS FINISH GRADE P P N .'•� IB'MIN. 'Lt1IIg - 0 2'-D'DU, I {OTNYD.UNNUC ORIQNTATIOFN SUPPLY 277V CONTACTOR - a.g rye 2'MIN. AISEE PnrW+ON�TS VARY, N 83 WRAP—AROUND TIES TO LIGHTING PANEL Site ite Electrical Details SCHEMATIC CONTROL WIRING LIGHT POLE/FOUNDATION DETAIL DIAGRAM FOR SITE LIGHTING N.T.S. N.T.S. E-2 5> 113m 14 4917.111 i O O O 6._p. O O LOND�'s ❑ RETAII ❑ ❑ ❑ NEstry Associates Inc. ' • • r r w • R R R R r r • r a ► a • R - " 7 '-?�' • r �r w_c,w_.i,a,r7--^_,_Yr"``- •I I t •r �r. • • _•_ . r 1 _ w . w _w w aa 3.1 a! r -• • • �_ - 6' 0t I -n-, w i�•, ♦-: --.r•T�E rs��-'-��r.£'���*',� r - ."T -ZFj _ 8?',--ppter,a 315 SMmya in Street 2' p. 1sr FLOOR r ;,� 1ST FLOOR Reading,MA 01867 CONTROL JUNT(TYP.) CONTROL JOINT(TYP,) 781-944 64po PA7c 781.9�t4 0180 FRONT ELEVATION (SOUTH) SIDE ELEVATION (EAST) ❑ ❑ ❑ 'cam - -- - 4-�- 2'-0' -p. 1 5T FLOOR - r� -C n � �n ,+ — .i ia. Y,.-,_ �-• '.r�.�_L. 2' 1ST FLOOR CONTROL JOINT (TYP.) REAR ELEVATION (NORTH) SIDE ELEVATION (WEST) ELEVATIONS 0 1I SCALE:3/16"=1'—0" SCALE: 3/1s"=r-p• � 2 3 34'-4' 34'.-4" er: 70 0" AROL LARKIN 0 SUMMER ROAD 35'-0" 35'-0" B PRT.IN MAOt503 EOP el:(9785 837 6677 , k , - I - I - '�i0 cY NUU ww"ax G6P mw.e sr NbSU $" MTL, STUD, e.�.a br NLIM AWoie°an NWA As Shown OCT.31,20W 18 GA. ®//t6" O•C. jck ids SIiEATN 25 ING` GW. I ea o t STORY EACH SfOE t STORY LONDPS m O*WAMAN1) I OTEfAL} 674'PURNPDM STRai3T' WO I r-.-24L50 I a Norttl Andover,Massachusetts PROVIDE 2'X4' ACT IPROVIDE 2'X4' ACT 6 CLG. t2--0"AFF—� CLG. 12—0 AFF—� 'I ermilting N..€� I r —.qTd 2'-6- we-� I (TYP.) V V T ❑ 6' CONC. sw 1Building Elevations& Floor Plan 70'-0" A-1 FLOOR PLAN - 0 2 4 6 1 a«e 14 ok 14 SCALE:1/8"=1'-0" SCALE; 1/4'=1'-C' 497A1