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HomeMy WebLinkAbout2007-08-08 Application SPR Site Development Plans 11l ,SI —FOR N V a a mo G� C�'11jR L C01VTlA C-T-LVC CAP. : ; 1 s2 o - 1830 T API � ,s'T�..��T For Reglsi{y Use Only ]'� � I f HERE8Y CER77FY THIS PLAN CONFORMS 1 TO THE RULES AND REGULATIONS OF THE REGISTERS OF DEEDS OF THE COMMON— /'7'''//"�y /D T/U/ �/T//�^/�/ /T//'�/�, 'J/L� ,C/�,g/ /U/ T/T WEAL TN�O/F�M�A575�U4CNI15ETT5. 1 9/ ( /..L N .L ..L. s 241 V 1/ O A" `L�.J .-[. 8f� ff .-F. SSA C.l � L� SZ-TT G I� 9' v 2 ORA KING INDEX ` GENERAL NOTES ` c t SHEET.I INDEX MAP SHEET 2 EXISTING COND177ONS PLAN o 1) THIS PLAN IS THE RESULT OF AN ON THE GROUND FIELD y SHEET J S17F LAYOUT PLAN SURVEY AND PUBLIC AND PRIVATE PLANS. SHEET 4 SITE GRADING PLAN a 5, . • SHEET 5 SITE UT7LITY PLAN 2) UTILITIES SHOWN ARE BASED UPON FIELD SURVEY AND SHEE7'6 STORMWATER MANAGEMENT DETAILS RECORD PLANS AND ARE NOT NECESSARILY INDICATIVE OF SHEET 7 SITE DETAILS UNDERGROUND CONDITIONS, 3) THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING AND r I � DE7ERMINING THE LOCATION, SIZE AND ELEVATION OF ALL EXISTING UTILITIES,-SHOWN OR NOT SHOWN ON THESE PLANS, PRIOR TO ANY CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIED IN WR17ING OF ANY U77LI77ES FOUND INTERFERING WITH 774E PROPOSED CONSTRUC770M AND APPROPRIATE REMEDIAL ACTION BEFORE PROCEEDING KWf77-1 THE WORK, L E G E N © e 4) THIS PLAN 15 BASED ON THE REFERENCED PLANS DEEDS 3 ' ' IAND 774E RESULTS OF A FIELD SURVEY AS OF THIS DATE ao " NO CER77FICATION IS INTENDED AS TO PROPERTY 77TLE o O EXISTING SEWER MANHOLE OR AS TO THE EXISTENCE OF UNWRITTEN OR UNRECORDED w Y EASEMENTS M EXISTING CATCH BASINty x, - es° EXISTING HYDRANT 5) WETLAND RESOURCE AREA DELINEATION BY EPSILON ASSOCIATES a. EXISTING WATER GATE ; DURING MAY 2006. a .0 EXISTING SEASTING P07 GRADE too INC. RIN i0tf.oG w- UTILITY POLE 6) THE OWNER SHALL CONFIRM COMPLIANCE WITH ALL APPLICABLE MST NG LIGHT ZQ CODES AND REGULARONS GOVERNING THE MATERIALS AND/OR CURB _II-- METHODS OF INSTALLATION OF ANY IMPROVEMENTS DEPICTED ON THIS PLAN. W �. ...._ RESOURCE AREA BOUNDARY (f) RETAINING WALL 03 carve c we re..e+ s SMH PROPOSED SEWER MANHOLE _ ♦ DMH PROPOSED DRAIN MANHOLE <r t� PROPOSED CATCH BASIN W Q PROPOSED CONTOUR U V} Q i REFERENCES pp p0 PROPOSED SPOT GRADE (�Q .J L OCUS �114P Z W IL tLIx SITE IS SHOWN AS PARCELS 46 & 47 ON ASSESSORS MAP 106D W O OW Z DEED REFERENCE . BOOK 2480 PG. 72 & BOOK 2648 PG. 269 W i PLAN REFERENCES: PLAN 3594 OF 1957 > O o W PLAN 3743 OF 1958 W U7 Z PLAN 10143 OF 1985 0 O Q 1946 STATE HIGHWAY LAYOUT OF ROUTE 114 1Z 'ZONING DISTRICT IS GENERAL BUSINESS W O " geT Th{s is to certify that twenty one Approved by the North Andover �,.. 0 Q gERaY days have elapsed from the date Planning Board OWNER Of RECORD JEAN FROLIC% Locus of tiling of this decision with the 0-Z Town Clerks Office without an oppeal having been filed !CERTIFY 7HA T THE PROPERTY LINES SHOW ARE THE LINES DIP701NO EVSRNG OWNFRSHIP,AND THE ROurET LINES OF STREETS NID WAYS SHOWN ARE THOSE TVR1.Y'1KE STHEE7 - OF PUBLIC OR PRIVATE 57RE47S OR WAYS ALREADY ESTABLISHED AND NO NEW LINES FOR DIWSION O' Date F 14562 EXISTING OWERSNIP OR EAR EW WAYS ARE SHOWN. SCAI-E i•s 200' SHEET NO. �i w Town Clerk aM&RaAD E 1 OF 7 pR.4 sum Q Dote Filed CHRISTOPR R. MELLO PLS � . I Approved by the North Andover Pianning Board - REFERENCES L E G E N D ` /J SITE IS SHOWN A5 PARCELS 46 ae 47 ON ASSESSORS MAP 106D o SMH EXISTING SEWER MANHOLE � o UMH EXISTING DRAIN MANHOLE DEED REFERENCE : BOOK 2480 PG. 72 do BOOK 2648 PG. 269 B EXISTING CATCH 13A9N < a8 +sa EXISTING HYDRANT PLAN REFERENCES: PLAN 3594 OF 1957 ., CASTING WATER GATE 130 -- EXISTING CONTOUR PLAN 3743 OF i958 ---€00,00 EKiSTVNG SPOT GROE Date Filed / PLAN 10143 OF 1985 uT11sn POLE 1946 STATE HIGHWAY LAYOUT OF ROUTE 114 °r STREET LAMP 01, / .;, a€ TONING DISTRICT IS GENERAL BUSINESS — — — RETAINING 'r f�*/ g RETAINING WALL 4 ,�(�• '4 OWNER OF RECORD : JEAN PROULx A " , L07 2 P� SSNa (r� PLAN 10143 g For Registry Use Only S�p�N� E4 y�a6' I S ONE HUNDRED FOURTEEN TR, GENERAL NOTES � `r, RF- �/ 1 ) 51 MOUNT JOY DRIVE 1) THTS PLAN 15 711E RESULT OF AN ON THE MOUND MO p1� _ OA-19 v fig, �, �\ � '. TEWKSBURY, MA. O1B76 8 SURVEY AND PUBLIC AND PRIVATE PLANS yOC]1�� �pd1 E, r,13'St i \ 2) THIS PLAN IS SASE&ON THE REFERENCED PLAN$ DEEDS F ly' p AND THE RESULTS Or A FTEW CFRNFICAROF!fNTEN&£&AS R WY AS OF 1 E TO PROPERTY 1771 10 O 4 q• fN' �1 ' w NO 'a �px DR AS TO ME EXISTENCE OF UNiYR1T7EN OR UNRECORDED ,\ FT EASEMENTS. OSahS ApQR4K.40CP awL�ATyou0f ' \\\ la wca 3)RW DISPLAY SHEDS AREA LOCATED ON THE PROPERTY AND 'CT' IAA• PPpR pStC l2 \ I ARE Nor DFPICTF&HEREON. N>JK o�NppV CERTIFICATIONS f �� 1A 4 � >'� 4za y 1 I HEREBY CERTIFY THIS PLAN CONFORMS TO THE RULES AND � ,� rj� � -['•T / � )� / [xu fI REGUMPONS OF THE REGISTERS OF DEEDS OF THE COMMONNFALTH OF MASSACHUSEl7S. I CCR77FY THAT SHE PROPERTY LINES SHOW ARE' i�.-.�] �i T.�'� 1 � j � � �• /1 N� / ,� � � !, THE LINES DIVIDING EXISTING OWNERSHIP, AND THE 7t ) I LINKS OF STREETS AND WAYS SHOWN ARE THOSE R• ywl 1j 1 4m OF PUBLIC OR PR1VA 7£STR£ES OR WAYS ALREADY VI Tit ' `Oq 14� uST / r / el I - £ FSTARLTSHED AND NO NEW LINES FOR DIWSION OF y7 rJg6 G-I�.CL ' , / / e u EXST7N6 OWNERSHIP OR FOR NEW WAYS ARE SHOW. s� l � � � / //r ,� r1I,/ -A THE SI7E IS LOCATED IN ZONE X'AREAS OETERMINED PS LOT 8 i / / �I ` I Io 8E uuWDE THE 50o YEAR FLOODPLAIN"AS SHOWN I ON FEMA FIRM250098 0015C, EFFECTIVE DATE JUKE 15, / 16 _ vwi.S 881245�--SF. '� / / / 1115 / O W 7983, REVISED JlINE 2, 1s993 ! . 2.{}`��] Am— TO P1y� MAr?jrG15D LOT 46 ° / ��� �r f Tz �, ''. kk b�91 r.. CHRISTOPHER N.MELLD P151,7 � .1 /z r33E 1/ r f J � / w jrI+S Y / I ' 427 {, / MAP 105D LOT 47 z JEAN PAUL PROULX �LOT A Z /4 -- --_ PAVEEFNT / J I j' WOOD `I > TAIL S / OJF� �/ � � REAIL uaDlNa W ,..1 Q (R i` ! 017 f F- Q F R TI J' ! W f R' +�/ � • t Z � Q axEsnrTG _ T xo- _ \ (r W Z E7(ISTiNG TpANj S[G7d ¢4�� ml 1 Y / O SIGN 4 POLE WI YARD BBB I POLE W7 YAK`�-- -� 6�"-`p��w-�_ �""'�- -- ' I / — Y Y_ I J / I O N U YR I-[Cd7T �'.�-��r I R1V c 13LOa / 4� R � 'd' LIGHT � NS �' �-- � `-�----� N551r2a'w 383.85' Iss --�� — D O Z Ld RT. O Q 1Y _,,, W _ Et1GEr OF EXIsnNa PAVEMENT a_ x APPROY COCATWN OF EXISTING 12"WATER MAIN —I� --� J�,_ �_ — IYI.� 0,� W 1�l 1-' W O 1946 SNLO Il ins This Is to certify that twenty one V) (L z TURNPIKE Rate 114 STREET days have elapsed from the date i II of filing of,this decision With the Town y i Clerks having been Office fled at an appeal S S r S S S — j WH EXGTI" e"SEWER '1, E 01=14MARK R1V.13133 Y R.I7e.2S .l ,1 SMR R.1369e A Date UP, Y UP' U.P. I 1-12e201Ntlted UP, T I.120J0 OUT 1R40 SHEET NO. LING HE 1845 TURNPIKE ST. N. ANDOVER, MA. 01845 ME51TI—MOORE'S FALS 100 ANDOVER BY—PASS 2 OF 7 N. ANDOVER, MA. 01845 Town Clark ZONING EVALUATION REFERENCES ZONING DISTRICT : GENERAL BUSINESS SITE IS SHOWN AS PARCELS 46 dt 47 ON ASSESSORS MAP 1061) ITEM REQUIRED PROVIDED DEED REFERENCE : BOOK 2480 PG. 72 & BOOK 2648 PG. 269 LOT AREA 25,000 SF 66,245;F SF aF, FRONTAGE 125 E7 383.85 Fr PLAN REFERENCES: PLAN 3594 OF 1957 1545FRONT ' m, SIDE YARD 25'100 FT(1) tos 5' PLAN 143 OF T PLAN 3743 OF i958 i 85 ASK�t0 p0`1E�' �' Oti ( e� REAR YARD 35 FT(1) 35 FT 1946 STATE HIGHWAY LAYOUT OF ROUTE 114 MAXIMUM REICHT 45 FT. 44.6 FT. sit• p'1 RD,{�r MAXIMUM LOT COVERAGE 35% 23.92% ZONING DISTRICT IS GENERAL BUSINESS 16 g>rRR R=20' X (1) SETBACK MAY BE REQUIRED TO BE INCREASED SY 15 EMT WHERE OWNER OF RECORD JEAN PROULX psi LLOCUS IS DTE 4 OFMTHED TO ABUT A ZONINO BYRESIDENTIAL Z014E AS PER TABLE 2, 3 EI.1S� 4p� iiiyB•g� L .. PIA For Registry Una OMy Cij'1 OF ! f9�?• / ONE NLINDRED FOURTEEN TR. REQUIRED CONTIGUOUS BUILDABLE AREA= 7S%OF MIN.l0i AREA (=18,750 SF) � EpGE• °`/ PROPOSED CCONITGUOUS BUILDABLE AREA= 76,720 SF I HERFBY CERPFY MS PLAN CONFORMS TO THE RULES AND REGULATIONS OF THE � ¢� � M19 RECISTERS Or DECOS OF THE COMMONWEALTH OF MASSACHUSETTS '` I 51 MOUNT JOY DRIVE PARKING CALCULATION yS'LR�C ,r�.gt, � 4 2�r.'t TEWKSBURY, MA. 01876 SEATING AREA IN CONVENIENCE MARKET. 30 SEATS 8 1 SP/2SEATS= 15 SPACES D1WERSMP, AND ME LINES PERTY OrSTREETS AND NES SHOWN ARC WAYS SHOWN ARE THE LINESDTHOSEINGXOF NC Q O � gi3'�titi$ y Ra2o• R.=s't R15 EMAINDER OF CONVENIENCE MARKET; 17 0 SF 0 5 SP/1000 SF� = 9 SPACES) Pujeuc A7E STREETS OR WAYS ALREADY ESTABLISHED AND NO NEW TINES REMAINING RETAIL SPACE: 6484 SF 49 5 SP/IDOO SF =33 SPACES FOR R) " r XIS77NG OHNERSH7P OR FOR NEW WAYS ARE SHOWN. � t SECOND FLODR OFFICE SPACE: 10011 SF O 1 SP/300 SF 37 SPACES _r . REQUIRED PARKING = 94 SPACES } R=15 \ N M � � me PROPOSED PARKIKO 98 SPACES na'1 i SPA Ohl evK+F' R dEl1.0 PCS 4yh FENCEDDUMPS ER m n a ~ JJ++ GENERAL NOTESCH Yf FENCING SHALL SE 6 FT. PAO Yy R N1OR CHAIN LINK WITH 1 BLACK PRIYACY SLATS J) THMSUN PION!S THE RESULT 0i A7 ON THE GROUND 7TE71) t �L_ ?a L -J - SURVET'AND AUUllC AND PRltlA7E PLANS }J �Qom' 4, I t'7 cG}i 1';12t• ! M o 1) T7/75 PLAN IS RASED ON THE REfERC7JQED PLAN$ DEEDS � S7 � , y AND 7NE RESULTS OF A REt)SURVEY AS OF WS DATE. A T I NO CER77FTCA77ON 1S INTENDED AS TO PROPERTY 71TEE OR AS TO 7HE EMSTENCE OP UNWRITTEN OR UNRECORDED EASEMENTS, .._ 30' lEr L $ 1GT J) THE OWER SHALL CONFIRM COMPLIANCE WITH ALL APPLICAULE LOT B I h ;,r F CODES AND REGULATIONS GOVERNING THE MATERIALS AN01OR 88,245:h SF. METHODS OF INFIAUA170M OF ANY IMPROVMENTS DEPICWP ON 7Hrs PLAN. 2.026± Acs. R in NOTES: MAP 108D LOT 46 / W 1. PROPOSED LAYOUT DIMENSIONSAR E E TO FACE OF INDICATED 18 25 IMPROVEMENT. PROPOSED BUILDINGUj o 2. ALL DIRECTIONAL SIGNAGE AND PAVEMENT MARKINGS SHALL f / ri CONFORM TO THE LATEST EDITION OF THE MANUAL OF UNIFORM TaAFFIc CONTROL OEYrCES. 10 ACE 9' D 80' & LARDS / / ' Z (�Z S W g 3. PARKING SPACE STRIPING SHALL BE ACCOMPLISHED WITH MITE � y / 4ll'1 REFL.ECIIVE TRAFRC PAINT. r/ r LINE OF SECOND STORY OF BULDING ! 95 ' l� C � N 1 11 sPA S e 98 Preca t Co 1Ma elope(TW) 1 LOT A 1a PACE o s' s a1' z � MAP 106D LOT 47 JEAN PAU PROULK t 15 sP ccsTj z_ !®7P7L~#(ESTRIFET eu1TUM,Nous PAVLz1rNT _�-- No,ANDOER,MA.CV84S I / g4 -_ � �q,J/ O 4G (L £ STORY WOOD yl 4`•�`-g m / f J I— RETAIL BUILDING I / 0J 13 SP es 9 8' = 107' �y up [i(] 15 / ,z ~ w w PROPOSED SIGOPOSiO > Q o EASEMENT W.il O O 14551720V 383.B5' -i Q O > W — R 30 R=3D £DOE OF kXls7kNe PA413NL41 © O d O This Is to cart€f that twentyone TURNPIKE 1R4s�40 STREET days have elapse d from the date (L Z of filing of this decision with the Town Clerk's Office without an appeal having been filed Approved by the North Andover Planning Board Date F 1 4562 Town Cleric SHEET NO. MESH—MOORE'S FALLS 100 ANDOVER BY--PASS ❑ate F1Ied Q1NG HE 1846 TURNPIKE ST. N. ANDOVER, MA. 01845 N. ANDOVER, MA. 01845 3 OF 7 This Is to certify that twenty one Approved by the North Andover y L Board days have elapsed d from the dale E G E N D Plannln �a 9 of filing Of this decision wSth the � r 4 { •�5��;j �� SITE NOTES '// I/ •7!, - ! $ o sMH EXISTING SEWER MANHOLE • s H PROPOSED SEWER MANHOLE Town Clarks Office without on 1. DEMOLITION SHALL BE CONDUCTED IN ACCOROANCE WITH ALL o DNH EXISTING SEWS MANHOLE • OATH PROPOSED DRAIN MANHOLE appeal having been filed i APPLICABLE LAWS AND REGULATIONS. DEMOLITION MATERIAL EXtnNG CATCH NA H ■ PROPOSED CATCH OASIN Y SHALL BE OISPOSED OF IN A LICENSED FACILITY. WETTING ® Cate _ os4 EXISTING HYDRANT PROPO O CONTOUR / - SHALL BE USED FOR DUST CONTROL DURING THE DEMOLITION PHASE. — EXISPNO WATER GATE 100 PROPOSED SPOT GHAOE �� `5�41^^ I -g 2, EXISTING PAVEMENT ON SITE SHALL BE CRUSHED AND RECYCLED — —Joe --^ EXISTING CONTOUR 10G7c0 f'i i f 100.00 EXISTING SPOT GRADE o, AS BASE COURSE FOR NEWLY PAVED AREAS. UTILITY POLE g� tJ'1 qn J. NEW SIDEWAUCS SHALL BE ADA COMPLIANT. - STREET LAMP CURB Town Clerk l '�"3,, '`r` .• 4. FINISH GRADING BETWEEN PROPOSED SPOT ELEVATIONS AND/OR — —w-- FENCE ' CONTOURS SHALL FOLLOW A CONTINUOUS GRADIENT. RETAINING WALL ' LOT 2 0 P J .Eg' I 5 1 ! PLAN f0143 1 Oats FiEed or ! ONE HUNDRED FOURTEEN IR. T NR u NIGH cHA1rt wcE TEWKSBURY, MA. 01876 " 61 MOUNT JOY DRIVE s¢PIAN INK s R5 1 �4 I CERTIFY THAT FHE PROPERTY UNES SHOW ARE R THE UNES DIYOINO EA7S71NG OBNERSHIP, AND THE IOR�'ST•R,�,A• _ - i '' �� 133 UNES OF STREETS AND WAYS SHOWN ARE THOSE ,rPus EUL °FsrAsusiEo aar�l uo New UN ES areWINwsl�iEY fRANK�. �NOO� - r3s , \tROPOSEG _ r 'f 136 CCR�W�u y� MT IIARRlER CAP IINR ADHLRES EXISTING ONNERS tri NEW WAYS ARE SHOWN. 5-�F^ _ ' RT STORIi�€Vj��+pppR To Top um W/VFW-WK CONCRETE ADHCSNE $ Y R FT 45 3 aP �t a �v FENCED � rs,LTRar�N aEa o rrHSA-Iac uoouuw oRwNArc Ka�,E - - " - pgoev nu>w si£x 1 COEICAETE UNns r. lY 31MCR MIN, PAb�""' - 1 / CHRI.STOPHER R. MELLO PLS — t40 00 y L J _ I Ir VA DEAN AWE 0 OF WALL _ LL1TU N0 PM4UUA OORR•O 40'[CEHfM WJL r - - pT 06 PAT 4 0 w0 lyg RQ 64 I I I li y0 �70 1 !/ r $ s TYPICAL SECTION s .75 txti3o ■ li I I ao } UNRFINFORCED RETAINING WALL - Re 37 u I + �I �• 1 I � SOL hONe "< _ - MN r STORMcePTOR { I I J �,i I rr;t'i PROPOSED WALLS OWR 4 OXT IN HEIGHT SIIAU BE DESIGNED BY A AASSACNUSETTS RECISTEREO PROFMOI AL ENWM AND 138 / tyg , QIF4 •�uG_ / 1 r C 4 PERWM W ACC£NtoANCE VAN THE REWRI20113 OF THE NORTH AKW4ER BUILDING INSPECIM � �4 / I f_ R9 60 ,� PROPOSED BUILDING Rs Ld s t•P I A3 75 i / wo. ' as PROPvsEEr[�� 6 cBSN 101 ' WTI 44 a9�i 140 UNE OF SECOND STORY OF BUILDING _ /1 2x P"re J! P NIT / SpxyT,j Lz�,�, ! JEAN PAUL PROULX 1ao I I a PROPosso / Frrlce 1 R9 9 00 I1 PfT.TRA570!! iXD A 49 50 \ 1 RETAINING` , �p //�PN6POSE6 r LQT LSS 1 ' Y I WFLT.TID4 BED 9 1 /� PRofos 1812 TURNPIKE ST. I 4' W 48 75 I Ds / q�� 1 /' / WALL qua �n' ��A j ZQ Z (� N. ANDOVER MA. I /4&�ecP� �I cB/yJpas7vaucevron 49 a 0 t(- BUITUMINOUS PAVEVENY 1 l / �8 13 4 -_ ' RBiotT / G I / (n I STORY WOOD ( f!/ RETAIL BUILDING CBSN 104 I / I . R0.25 50 L m = No, t812 F ■ COEN 102 PROPOSED RETAB8N0 WA L 1 139z35 R5 r ¢ ' �� w Q" m R9 Q 137 \ I 9 S54 / —✓ PROPU5ET3�ErEC� / /�� ' U /A \ ~ I PROPOSED p I Z ED M Z I 4 In 70 v W / R8 "fr SILT BARRIER / r / `• /� W Q � 4 ao PROPOSED+ i w3f .9na r�L 1 SIGN i 1 =—��'�— �- J tl Q Q' ��--�-� 1' PROP.RETAUMG WALL c+e,00 I .. -,� ~_— ---- A,—..-'� --- O U W (� i \ _ CBSN 3 STORI ICEPTOR 100_ A5 ""'O7 W Q I EA�{- _F EMST40 PAVEMENT Only CL G For Registry Use — n® II TURNPIKE STREET I HEREBY CERRFY THIS PLAN coN ORMs a"Z - ra THE RUCES AND REGUtA77ONs OF THE J RE'VisvIPs OF-PLTA.- THE'co;rarav- f _ N£ALTTl OFF uAs/SAChVSETT5. SHEET NO. WING HE 1B45 TURNPIKE ST. N. ANDOVER, MA. 01845 MESTI-MOORErS FALLS 4 OF 7 100 ANDOVER BY-PASS N. ANDOVER, MA. 01845 Approved by the North Andover This Is to certify that twenty one tee" Planning Board days have elapsed from the date UTILITY NOTES DRAINAGE STRUCTURE ELEVATIONS of filing of this decision with the f g x;�• Town C*k's Office without an / ti }) ALL WATER MAINS SHALL BE CLASS 52 CEMENT UNED appeal having been filed DUCTILE IRON PIPE. SRE OF DOMESTIC AND SPRINKLER STRUCTURE RIM ELEVATION INVERT ELEVATION SERVICES SHALL lit VERIFIED BY INC PROJECT ARCHITECT - •� ALL WATER MAIN FITTINGS SHALL BE RESTRAINED WTH CBSN 101 138.76 136,50 u APPROPRIATELY SIZED THRUST BLOCKS OR RESTAIN;NC CBSN 102 138,25 136.50 Date „jstTTs GLANDS. STORMCEPTOR 103 139.25 136.10 L2 a TESTING,FLUSHING AND DISINFECTION OF NEW WATER CBSN 104 139.10 136.00 3 � ak r yR SERVICES SHALL BE IN ACCORDANCE WITH THE REQUIRE- CBSN/STORMCEPTOR 105 138,50 135.10 i I °1 U h MENTS OF THE TOWN OF NORTH ANDGVER. CBSN/STORMCEPTC)R 106 136,75 134.75 R A MASSACHUSETTS APPROVED TESTABLE DOUBLE CHECK CBSN/STORMCEPTOR 107 136.75 134.75 �.�._ Town Clerk 4'30 VALVE ASSEMBLY BACKFLOW PREVENTER SHALL BE CSSNISTORMCEPTOR 100 136.50 134.26 DOES uf'• LOT 2 _ INSTALLED ON THE FIRE SERVICE. , 2) TRENCHES CUT INTO CIGSTING PAVEMENT SHALL BE HEAT 7 CERTIFY THAT 7NE PROPERTY LINES SHOWN ARE Date Filed G"WPWjp4�£ €y,5 x0 PP �'N �' , / PLAN 10143 S PATCHED. THE LINES IV14DIIJO EM$TING ONNERSHVP, AND THE LINES Of S ONE HUNDRED FOURTEEN TR. IREETS AND WAYS SHOW ARE YHOSE � - � AAA 3) ALL STORM DRAINS SHALL BE HDPE EXCEPT AS OF PUBLIC OR PRIVATE STREETS OR WAYS ALREADY O,$rV5 I 4 51 MOUNT JOY DRIVE OTHERWISE NOTED HEREON, ESTABUSHEO AA40.NO NEW LINES FOR 0114SION Or N (S• MAN- ` 1 EAYSTINC OW 4IPNFWAYS ARE SHOWN. TEWKSBURY, MA. 018764) UNDERGROUND E ECTRiC,TELEPHONE,CABLE AND GAS SERVICE —~—$HALL BE INSTAI lsn IN ACCORDANCE PATH NNE REDURNELENTS 1 OFOF THE Ul1LiTY COMPANY HAVING JUNSDICTON. �5) WATER AND SEWER MILL BE CONSTRUCTED PATH A MIN- :IMUM HORIZONTAL SEPARATION OF 10 FEET. A MINIMUM �6B SP-P� STORVERTOAL SEPARATION OF 18 INCHES SHALL BE MNNTAIHm PT \ WHERE WATER AND SEYAR FACMIES CROSS IF EITHER OF yp,pTt� PWO \\ VA5 THESE CONDITIONS CANNOT BE MET,THE WINES SHALL OE ENCASED IN A SLEEVE FOR A NEIANCE OF IV FEET ON EACH CHRISTOPHER R. MELLO PLS \ i SIOE Gr THE AREA%HIRE THE REQUIRM CONDITIONS ARE TPIOBW TiLTRA BEGD 9 NOT MET. 1'!A til !d L_ ` m I 0) ALL NEW SEWER MAINS AND SERVICES SHAD.BE$OR 35 PVC '00 T-4 r '...I i PIPE CONFORUING TO ASTN 03034, SEWER PWE"WIN 10 FELT OF THE RVILIXIM SHALL CONFORM TO THE STATE PLUMBING ' CODE. TESTING OF SEWER SERVICES SHALL BE IN CONr9RMifY _ G; 147TH THE REQUIREMENTS OF THE TOWN OF NORTH AN001iFA. V �II� S t- -1 STORMC£PTOR P A T I O 1" 6 ! A•40p 5ENI�UP. IO7 / / O z s TSO . ` z p N1EL'TpNT�N BED, O 1 f Cryad a /1 I' t(1�4 PROPOSED BUILDING �{EO CBSN 101 / r Kv=MAO LINE QF SECOND STORY OF BUR.DIHO JEAN PAUL PROULX, — NFLTRATION RED A T-z11 LOrA } / IFLTRATION BED R 1012 Turnpike 81ree1 I4 IT cLviOR103 /,� Fill.GRADE V' No.Andover,Ma.01845 IIL �h °t ,4 T� �i� A/Al ��P Q Z_ II ° /kgmQ °a� Q J QW 1 STORY WOOD \ oo' -'" - �r!~ ?G \■ c S��CSSN 104�/ 6"DA CBSN{ fit/ OJ F RETAIL BUILDING C85N 102 a / J t /• + 5TOR CEPTOR NO. 1812 s � Fi /p �y 1`�,`/ Z I ' of I �, m W J� Q l ' sMH 2O0 �M1 / ���_ d' W Q�Nn _j IL wv.0 LSO / fff /y 1 �2 A2/� A[ J/ I•- Q yI PROPOSED yyI ; NV=f33i'76 I"/A, /�.IRO { I / EASEMENT 1 12'R.c.CULYER ' - I. qT" ~-~ `W—- ` r WT i=134fO �'-�u WV."LSI.a 0 o W Z) NF til A! V INY-134.00 GRIN I 6ti e'DRAM .p. STORMCEPTOR .D, W O _ 1 we P s EXCAVATE TEST HOLE TO CONFRM ELEVATION OF Ld En� � Q� NO EXIST.WATER MAN PRIOR TO COMMENCEMENT OF - Z O W W, _ 1V EDCE�OF EXISTING PAVEMENT _ �or Reglstry Use Only (L ^� APFROR,LOCATION OF DUSS. O 12' WATER W O z TURNPIKE STREET N PROP.INV.,130.00 S S 5 S S SMH R=U&95 5 S I HEREBI'C�7YY THIS PLAN GONEORMS SMfT Oun NG R•SANITARY SEWER CORE DRILL 8 BOOT •'1303 TO THE RULES ANO REGULATIONS OF THE O EXIST.SMHFOft I.12810OUT(WORM b REGSTERS OF DEEDS OF THE COMMON- F 14SB`.t UP. I uP. NEW 6"SEWER UP' I HFFAL7H OF 1,'ASSACF1U5EtM MESQING HE 1845 TURNPIKE ST. N. ANDOVER, MA. 01845 100 ANDOVER B FAILS SWEET5O7 i00 ANbOVER BY--PASS 5 OF 7 N. ANDOVER, MA. 01845 `— DETAIL DETAIL x STORMCEDETAIPTOR INFILTRATION BED C INFILTRATION BED D o No Scale 24" PERF. DETAIL: No Scale �a - PIPE (TYP) L10T OF DETAIL; No Scale (6 a 60'LONG) RECHARGE BEG 4-24' PERF. LIMIT OF ------T --------------- PIPE(TYP) RECHARGE ��'�7 Appe°dlsA STC 45e1 Premt Concrete Stonaeaptof ! "�------"' (Go'LONG) BEDt45D US Gallon Cplt9l z _--____ _.........._.-------- .--__-__-_ �1y -------- --- --_ ----DBS. • z -_......----_ -__... _...__..._.._ 095. raA•anatal8 ---------------"""`�--------- --------- --- � N 6a7e kYslas To �" -._.....---------------- .._....__..__. ---. � ---------__..- ---------,._.---._._._. o T- &A Fn�ua Cl-.0 L-----------__............�r..��.... - .�......_...-.-----J L__-.-.......-__-_--__._.- --_--------_....�..._.I 3 v ____-...----_.---_-- --.--.__ p .ge ___-.__-___--____....., -, __- 4. fO PJO Pqo?, V.W TO faehaaad I6n.lS UM&GmN rdD3wr,Ppe idTC� � o g omEt sm"_ DETAIL DETAIL T 1t` � INFILTRATION BED A & B INFILTRATION BED E $0O RETAIL: No Scale DETAIL: No Scale k[ Pbb or 24"PERF. 6"PERF G 1roI'm 4100M ph +kt Gueal PIPE(TYP) LIMIT OF PIPE(TYP) LIMIT OF . } Kw 1" (11 0 60 LONG) BEOHARGE (6®80•LONG) BE[) � o ------ -----------�---------------- � -------- ------------ I .e y.• "' 6 Op - --- ugWVKdeY•XI --- .........- -'--- -------------- _OBS._ � 3 -__-.�._.......��_......_-_-_--_--�-.---_065.-__� Secs*wWuCIIND f PianYesw � --_-...-.--.-------- _----- -------------mmmm - W��--------- I. g ----__------------------------- =0. - --_---_-_-_-_-_--__--__-_----�-------------_-_---- � m =_______________________ - -_-_-- --_ �� T4s Ua OfFWXLIe Cm*crba k Reorrmfdsd al the VWWd DUN WhX0 APd ` _ _ zTh�ca, RAN 6epasaBnedDwrTrandatorovP'�pead The voarprr. L==.....-----------------------------r � e L-----___---------_-----------_.--' S T}s51am 16yBrA'ahW7ledei trf am amaoai IN folR.-N U.S.paludc 94M1A N64 88931,I�1257�[575311S,Y68I9181,ORSST65,88371690. - �' ---------------- 4.CAWa"ON"MF#M'0d fa k&&deMibrdk8I0dan d4 IIIVAX. ri --...._._., -------------- _..._.-_.-_ 82' lu -..._.-___________________ _------_-.__J O -_,,,,,,,.,,,-�..............--------------`---------- �N ]Uak,k/�t•erlalr r 11Ydro c..d ft PIK�Ion wrn.riekl�elo�Rr�ptarcom -- -=-=- KLL ;________________ _� CONSTRUCTION DRAWINGS FOR THE STORMCEPTOR SHALL -- - BE PREPARED BY THE MANUFACTURER AND PROVIDED TO -------------------------------} THE DESIGN ENGINEER AND OWNER PRIOR TO THE --------------------.-------------- COMMENCEMENT OF CONSTRUCTION, FINAL SYSTEM SIZING AND BYPASS DETAILS SHALL BE BASED UPON THE 62' _Iirk MANUFACTURER'S RECOMMENDATIONS. SUMMARY OF SOIL TEST HOLE ELEVATIONS -J n SUMMARY OF INFILTRATION BED ELEVATIONS CL J U) TEST HOLE GROUND ESTIMATED SEASONAL U) ELEVATION HIGH WATER TABLE t O U) 1 132.9 130.8 BED EST, S.H.W.T. BOTTOM OF INVERT OF INVERT OF INLET m 2 - 2 134�2 131.9 ELEVATION STONE STORAGE PIPES C) Q 3 135.5 13118 PIPES Q (Q 4 133.6 129.8 5 1319 130.5 1 A 13t.9 (T-2) 134.00 134.50 136.00 Q See Sheet 5 for Test Hole Locations. Test Holes B 130.8 (T-1) 133.00 133.50 135.00 Z W evaluated by Alexander F. Parker, CSE, on Sept. W 13, 2006, C 130.5 (T-5) 132.50 13100 134.50 2 O Q 0 129.8 (T-4) 132,00 132.50 134.00 O U LJJ a I CERTIFY THAT THE PROPERTY UNES SHOM ARE J > 2 7HE LINES 010DING CV31ING OWERSHIP, ANO WE E 131.8 (T-3) 134.00 134.50 134.67 LINES UPUC OR rN A7E smEE7S OOR WAYS ALREMY 7 W 0 O ESTABLISHED AND NO NEW LINES FOR A'NSION OF tl.I I) I••- ' SECTION Evs7rNC OYNFRSNP gaF NEW WAYS ARE SHOWN. o O Z In INFILTRATION BED CEOTEXIILE FABRIC For Registry Use Only rs Cl- LINED Q EXCAVATION O CLEANDUr WITIi PLUG 4- LOAM AND SEED(MIN.) 8 �� This Is to certify that twenty one Approved byte North Andover Df U e, ale days have elapsed from the date 9 V) (L Z _! of filing of this decision wlih the N INLET POW KMP.F CHRIS _sc R R. AfELLO PLS Town Clo€ic's Office without an ALL PIPE AND 6 appeal having been filed 4"PIPE FITTINGS TV BE 4 c0 TOP OF STDkEE 5CH 4t1 PVC a O I HEREBY CERTIFY WS PLAN -OfiFORMS m To THE RULES AND RECULA 77ONS Gr THE Date F 1 582 4' PERF PIPE �f REW'STERS Of DEEDS OF WE COMUON- DETAIL R . I WE'AL7H OF I.IASSACHUSETTS SHEET NO. OBSERVATION WELL STONE UNDER PIPE 70 2' uln.� t I/2'Ta d" WASHED sTOHff NTS ��Low LIQUID rD ENTER Town Clerk 6 OF 7 EST S.H.W.r. Y{/(/' no Scale Date Fned CATCH BASIN FILTER DETAIL SANITARY SEWER STORM DRAIN no scale DETAIL TRENCH SECTION TRENCH SECTION _ DETAIL no scale no Scale N a DEWATERING[BASIN CATCH BASIN d Na Seale no Scale UIMAIEV UNPRAD w PAVES PAlF.o -24'K 24`CAST IRON FRAME AND GRATE t1 HAYBALE LEBAROH LK 123 OR M 124 Sii#s e PLAN fim Maser Bed 1'iOAY$SFEa 4,I-Oh1A k g�D � a�0 7M k.11 Staked Hay Ba1ae' LUT OF TRENCH vermg Brick As Necneary OOWACTTD FXCANAnRamE - CWACTm 11 J� Q 3 4 to 1 1 2 . m L A IWNG AS I E%CAVAIIPN TRENCH �a• `roAs TI Il ���QQQ Q /^ /" e' I 1' REWIRED BY PROVIDE SHEFT:Ne ',•1' {J LI ,pp�Stone EKR LWAL CatorMNs AND 8'CONC.BLOCK `r-'4P (Roc; ( e' I LEAK oNs. S EA.PLATE p a O 11�) PRECAST COKCRIM p oP v pppa (nocN (EANnr N Location(s) of propo+ed WALL SECTIONS n a cA DRAIN 4�-0'PISIDE CNAM. P 66 6p A Gp p't Delraterlrtg BasINW ahali p n oD+e AA be approved In the field by the Design Engineer 1BR'SNOUT opa�n nn � a {6-N Lm") °o a�o�c n (a'IN tmcE) L j newaterm9 D#aaharge OILS k DEBRIS STOP :..... �.:.�— °o p P p f/ r rnusRm v uwsNro !3 Staked Hay sales LEBARON FOUNDARY INC. s1t1ITe STdt[ --� HAYBDIKEALE SECTION OUTLET f ao+te^ON a•kI� as+' y C.9'.'"'' TEMPORARY ip^ ,w.wr:. STEEL PLATE Flger Fabdo STONE 3/4" - 1 1/2" a. WATER MAIN °x Stone fTitered Water All TRENCH SECTION NO DISCHARGE FROM ANY DEWATERING ACTIVITIES SHALL no scale o CATCH BASIN BE DIRECTED INTO EXISTING STORM DRAINAGE FACILITIES OR RESOURCE AREAS UNLESS FIRST ROUTED THROUGH A DEWATERING BASIN. a �a s UNPAVED PAVED a PRECAST OONC1tETE BASE U 'CRUSHm STONE FOUNDATION � S 4"LOAM&SEED TYPICAL CROSS SECTION DETAIL DETAIL DETAIL LIMIT OF TRENCH '' PAVED AREAS ON SITE CONSTRUCTION ENTRANCE BACK L PROVIDE SHEETING EROSION CONTROL SILT FENCE MANHOLE no sent* no scale y,1'x+'_V w0000t Posts no scale 6' I, AND SHORING AS L� (MAX) 1 LOCAL BY b -. PLAN A,e'ac � LocAL cDND1TIo1as. �y�� Pitch As Shown on Site (ROCK) (FAR 1% Grodhg Plan 40' u:aAn Na Lao smoaNr caHTRaL FAelae 24' DIAM, MANHOLE FRAME AND COVER 1 1/2'BIL Cana.Top Course IIAY BALES Full Mortar Bed ��� 4 flow DIREG1 OD+ 6" 2 1/2'Eft.Caner.saes Course to 2 to 5 Courses Leveling Brick F.kt5fulD CRDUIdO g 9'{B'IN LEDGE) s Stone WATER MAIN tY Gravel Base-No Stale Over 3'Otmeneion PRECAST CONCRETE CONE SELECT BACKHLL e SECTION ND STONE.'3' =IEEE =1IIi FORGED ALUMINUM GD r ;a' GR a'MIN. 4 oz Approved Subgrade TR. ---... IIII I II IIIIIIII inimsIURea)"ORAUE nL oY STEPTY EAT 12 DOC. I PRECAST CONCRETE WALL SECTION sungrade stone ( All Joints and Penetrationa 4' - D" to be mods fully Watertight) Z DETAIL EROSICN CONTROL PROGRAM ' GRANITE CURB 1. STAKED HAY&ALES SILT FENCE, TEMPORAY DIVERSION SWALES AND SEDIMENY J Z PROTECTIVE BOLLARDIRECT SHALL BE INSTALLED IN ACCORDANCE WITH THIS FLAN OR IS OTHERWISE ❑ N.T.S.N.T,S. BISECTED BY THE PROJECT ENGINEER OR THE TH THIS PUN COMFI155OT p IJ l PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES. 20 ADDITIONAL U No Scale HAY BALES AND 100 FT.OF SILT FENCE STALL BE KEPT ON SITE FOR REPAIRS OR OTHER EROSION CONTROL NEEDS, THE CONTRACTOR SHALL 4Stmo INSPECT EROSION CONTROL FAC#LJTIES WEEKLY AND AFTER EVERY RAINFALL EVENT TO CONFIRM THAT SAME ARE PROPERLY FUNCTIONING. ANY DEFICIENCIES U 6" MATERIAL 5` MIN IN ME EROSION CONTROL FACILITIES SHALL BE CORRECTED IMMEDIATELY. Q VARIES 2 ALL SOIL STOCKPILES SHALL.BE PROTECTED AGAINST EROSION. W Q_V) Z 6" DIA. GALVANIZED STEEL. PIPE, FILLED OUTLET 3 UNTIL NO CATCH SEDIMENT TRANSPORIN$SHALL BE T IS DURID WITH NG RAINFALL EVENTS.S,AS SHOWN O FILTERS U Q SOLID VATH CONCRETE, ROUNDED AS BITUkIIN0U5 a /// SHALL BE INSPECTED WEEKLY AN0 MAINTAINED AS NECESSARY. j- Q -j "o SHOWN PAVING 4. TEMPORARY EROSION CONTROL MEASURES TO BE TAKEN DURING CONSTRUCTION Z W m Q- L 5" SHALL CONFORM VATH THE"MASSACHJSETTS EROSION AND SEDIMENT C0141ROL W 2XGUIDELINES, URBAN AND SUBURBAN AREAS'DATED MARCH, ISB7, AND MAYPRECAST CaNCRETE BASFINCLUDE SOME OR ALL DF THE FOLLOWNG MEASURES: TEMPORARY SEEDING,TEMPORARY MULCHING(STRAW),PFRMANENT GRANITE CURB 8" Crushe SEEDING,HYDROSEEOING,SODDING,AND PLACEMENT OF HAY OR 0 Q tY ❑ .N BRICK INVERT JUTE NETTING DURING WINTER MONTHS. U W Z Foundation 5. DEBRIS ANO/OR tTTER'SKALL BE REMOVED FROM THE SITE ON A WEEKLY -j > ^ 1 FINISH GRADE 8. BASIS. OUST IS GENERATED DURING CONSTRUCTION, IT SHALL BE CONTROLLED > U 0 BY USE OF WATER TRUCES, SPRINKLING OR TEMPORARY STABILIZATION l� V❑ Il HOOPS O 12" O.C. (5j AND /4 BARS AT THE METHODS. AREAS SHALL BE 0 Z DETAIL - WHEEL STOP T PERMAN �Y STAau Ez o PATH OAM TAND SEED OR OTHER GROUND COVER. [ Q II - URTICAL (4) For Registry Use Only W O I 11 7 GER71FY THAT THE PROPERTY LLNES MOM ARE no scale Thla is to aertlfy that twenty one Approved by the North Andover F— Q _ j I AFTER CONCRETE BASE, 2660 PSI STRENGTH THE LINES OtV1OING E"SBNG ONNERSWTP, AND THE PLAN Planning Board tY [I AFTER 28 DAYS LINES OF SIREEM AND WAYS SHOIYN ARE THOSE days hove elapsed from the dote 9 � a-z 41 OF PUBLIC OR PRIVATE'S7REET5 OR WAYS ALREADY G-D• of filing of this decision with the io 4 SUBGRADE ESTAGUSHED AND NO NEW LINES FOR DI"MONl OF Town Clerics Office Without aft FXTSTAfC 0IfNERst-I1P NEW KAYS ARE SHOWN. Cppeal having been fled -f�rrt iI gI 2'-6' srtrx y`�\ / 3/4"HOLE I NEREBy CERTTFY THIS PLAN CONFORMS :U UOte TO THE RULES AND REGVLA77ONS OF THE nfnn� SECTION � 1'4582 RESISTERS OF DEEDS OF THE COAX00- e'o c< a PROPOSED MEEL STOPS SHALL SSE'AL7N OF MASSACHUSET7S x�su Z 3/4" BE OF PRECAST CONCRETE SHEET NO. CHRIS110 R R. MELLO PLS LL��11 CONSTRUCTION AND INSTALLED Town Clerk !N ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. 7 OF 7 Dote -Filed