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HomeMy WebLinkAbout2011-07-05 Recorded Definitive Plan - Mathews Way ]714�3 - a"> NOTES.' WA VERS' sae I. 7HE PARCEL IS 10CA?ED IN ZONE.• RES10ENnAL 4 SECTON 5.1,5, 5.4. The applTcant Is requesting a wolme from providing on Em4ronmentai Oa ,2a 2.PROPOSED,194'ROAD AND 5 LOTS PROPOSED ROAD 15 10 REMAIN PRl✓A71r and Community Impact Sfolament, duo to the small size o/the project{5 foie). + 1• P r ^ s SECTION&Z5.dfO Boring lags not shown on the plena As o'cloc► - m J. JWn_A'I0S WAS£BEEN&VffEA7ED HY SEEKAMP ENKRONMENTAL AND LYA'Jf7RMED BY •. E 1 - �. THE NORTHANDOWR CONSERVAnOM COMMISSION. SECTION 6.6.t Table IA Mtnlmum ROW width required!s SO: 4P'Is proposed.1mpeMous area J �. Burley PT71�AN'0. will be decreased,making the subdlr#slon compallbfe with the aurrounding nelghborhood. ! y ��� l�. redwlck n� 123 177 4 FOP LOCUS DEED SEE PLAN 80AY 898 PACE 450 AND DM BOOK 9632 PACE J39. ��I'I � i 1 i 77:! f'it+Yg4*1n Attwk� SE0170M 8.8.t Table FA Minimum pavement width for a local reafdentlal street Is 26'. 18'Is MR AWOAnOV EASEMENT SEE BOOK 955 PACE 210. proposed.Impervious area whi be daaeased,making the subdlvfslan compatible wllh the -f�� ,1� �.Ga'aHws�.r 4 PUN RD7&6VCES #$A 1869, 187$ 1987, 5326,5586, 6247, 64$4 7414 7779, � - aurrounding neighborhood. i r o �,1 pk j of0veft F7JJ, f0816, 1fOX 12002 143= 164J.3', LC PLAN li;}64 A-G` /' ' h COYINTY M YW?PLAN 2215 fW SU77UN S7REET. SECTION 6.8.1 Table IA Minimum turnaround ROW radius and pavement dlomater. Required ® } r a UNRECORDED PLAN FOR,ANON,L G FLORENCE WA7HEif5 $20'radius and fr}0'pevemon!dlamafer.Proposed hammerhead fumaround. impervious area whl BY�Y75EP1i L PALEY(MAY 10 f959J be decreased,making the svb<tMsfon compatible with the surrounding neighborhood. FOR RECISIRY O<DEEDS USE ONLY A STARANO RENW MARK RM 1 FROM fZ000 INSURANCE RAZE MAP PANEL 5, .TUNE 2, 1993 SECTION B.d t Tabla fA Mlnlmum heterasctfon comer curb radius 1a 40 1t. 4�-r��,4 V1t°n � �toy' WW W MOWN AN00".DATUM IS NOW 1929.DM11 AND BM RE/2 A PK WARS IN 9"ALK •-r�.a $-- �' .� �� .4', L `- ; - DA7UM IS NVIU 1929 fOq NfO- 79.52'AND SM/2+92.07' SECTION 6.8.7 Permanent Cul—de—sac required,Oead—end street will be provided, with k 8g1t011i11111 s t. '�� 1�_ j- -j i•k ; t hammerhead design,Imp"ous area wrX be decreased, making the subdMsloa compolrbla 2 with _ 5 6. 7NE PROPOSED ROAD HILL BE CONSIOEREO PRIVA7$NOT A PU8GC ROAD, the surrounding neighborhood. 1 _' 'i - �• ) -,? y E ' SECTION 6.9 No curbing Is proposed. SECTION 6.f3.3, 141, Side slopes shaft be no greeler than 4:1, The applicant fs proposing 3:1p�,,e� slopes, allowing for a more compuot design that is more compatible with the surrounding neighborhood. p'usG �r !f k t•ti� Appendix V.J.0 Nitrogen ondr or Phosphorous Looding Report, No report !flea, due to the small &¢15 i t; , &� ht D tt 1 size of the project and the toot that the Iola will be serviced by town sewer. 'y Secllon 6.11. No afdswolks are proposed,reducing&nperdava arse. �4 �CEr%.3-is ar v Par3br Seclion 6,21.No streel Ilghiing Is proposed. ;' t1 `� ��tip0� '� '� 4i� - rya al r •. ...�r 1 0�,:._. } ip'7rj N1 F LAWRXNCE MUNICIPAL AIRPORT i LOCUS MAP 7"=600' N\F LAWRENCE MUNICIPAL AIRPORT TABLE OF ZONING REQUIREMENTS 90hrmo Dl9lAILT:AssIDSNTUL-4 8NU7R"car pR0A08rD LOT 3 LOT 1 LOT A LOT a WT 4 LOT 6 Y1NIMUM LOT SIZE: 12.6ao 9.F, 16,8f4 S.F. $e.9e6 S.F. $9.776 S.F. mole S.L 1s.sss S.F. 1111f.LOT FAONTAPr: 080 IT. $f f.f✓9". lo"s Fr. 122.10 rr. foo.00 rr. r87.67 FT. LOT ,2 FRONT YAW: sD rn 2 so Fr. r:30 r7: A s0 rr. a SITr.rZ. 2 so r SIDE YAJW: f6 Fr. 2 f6 Fri 2 f5 l7: A 16 r4: Z f5 Fr. Z I r'7: REAR YARD: 30 FT: 2 90 FT. 2 9P 1r7; A 30 r•T: )t 90 r7: 2 96 r7: N1F MAT$RS WEIGHT: 86 Fr a 36 rr 6$6 Fr S 36 rr S 36" s 8e rT YIN.LOT wwrm 8o FT: f0o.6".. rooff Fr. 166.84 FT. f".04 FT. 168.84 Fr. CON77011003 0,376 S.r. f6,6f4 S.r. $e.$$A S.F. $8,776 S.F. f4.038 S.F. 10,848 S.F. AULUURL9 AREA N\F WARREN N1F DUFFY LOT masnsD Lor AM-Tenses sl, oil 2.7es Arars rvslara Lor rSaNrItcE ON son+oN 3rn$Ar-r4s.sa' ZU&FUM Lor FAONTAOF OJr ELUO.7MIT-rss.fY CC XV$fTNo LOT 7MFff.r87.1W W DEFINITIVE PLAN I CERTIFY THAT IN ACCORDANCE WITH SECTION 81X OF M 1lIA THE WS WAY .G.L.c,45, THE DEFINITIVE PLANS APPROVED BY THE N>sF XELLEY PLANNING BOARD BY DECISION, DATED JULY 5, 2011 NSF WILSDN LOT f HAVE NOT CHANGED EXCEPT AS MAY OTHERWISE BE fa LOT 5 NOTED HEREIN' COVER SHEET r^ IN ! Fa . NORTH ANDOVER, MA aE4E 288 SUTTON STREET J. MAP 52 LOT 85 NSF NUCflES STEPHENOP. DE SRO HE P.L.S. DATE: DSCEYHER 14, 20f0 SCALE:AS SHOIIN NSF WELLS N,F LEWIS PREPARED REVISION DATE: TUNE 22, 20f1 PREPARED FOR: NORTH ANDOVER PLANNING BOARD STEPHEN SMOLAK 0WNER: o �v-fc STEPHEN MA THEWS CNAIRP 50N PATE sr<rr PREPARED DY.' �r rIJT�O 11 T STREET „� t' �,,� fy ENGINEERING AND SURVEYING SERVICES smog fJ U .1 1�1 70 PA1LEY COURT, HAVERNILL, AA. 01832 Tet: (978) 658-0284 S17B8T 1 OF 5 arr�:3 KEY MAP NO. DA TF fdElRS10N BY SCALE: 1"=40' 1 2/9/1f VN9 LETTER 1125/It GCS 2 5/22/I1 RNAL PLAN DATE CIS 3 1a 2% t4 CART, 1�9P6� GCS i r 1alo�rxr ov Dleunr I� tloAfna agldd otansc of '. LEGEND a�p q EXISTING BOUND ® EXISTING IRON PIPE MOM ru0 as AiW4 n p PROPOSED BOUND _ '. Ja►!,( GmPaw,ey(�� WRAH s MAEArm sY s>xAMP PAMOYWNTAL 0 PROPOSED IRON ROD 1Mil>> MOeo* M9 7f nAl 12 IS ' -• _ fua s AF LAWRENCE MUNICIPAL AIRPORT Leo ro FLAQ# • WETLANDS FLAG fat REersm of De =uoe STONE BOUND —S434'6 p FOUND p78 cYt=a STONE BALL 3j. ITS0 s - ' / DRAINAGE y� EASEMENT cos rsAa a pp�� NSF LAIIRENCE MUNICIPAL AIRPORT i5o itio� �• 5762 3T, S73 ZaD•w q oa. °ti/UD 1 NORTH ANDOVER,PLANNING BOARD �a d ryB 20.5y g$ 3ti"q x 1 � 9 9y3OD, ' N` ^ `S x LOT 2 i3�'Yt 44• ,$>J� LOT 9 74 AREA-28,338 S.F, 7$h0•� AREA•-28,775 S.F. � AIRPERSON DATE ORAINAGE" 4H OR 0.660 ACRES OR 0.660 ACRES o, 2 EASEMENT Q]. 1.17.8' R=14.14 L9.0 ' AREA-3 6J2 N\F dG4TSES � Lors 2, , e&s � �� �{4 B � •�tI' 'W. 6r.rs► y�+V� 58476'34;w 8 y�*�' 'Pi� 18.00 p Ng49 9 R=9.09' 58443'30'W 564MS'SO'>Y 60,00, 106,40• 584'1830"W DRAINAGE �'-'�1,. `$,. 1 LOT 4 e c4 NSF WARREN EASEMENT �s AREA-14,038 S.F. Li g NSF DUFFY A torsi! I2 OR 0.32,E ACRES o o rA L-2s.ya � D R=19Gta0' > sa7•�a'37•e c=71.44 D o f f222' R-Iso.00' 9g6_�- m J LYERK OF THE rOW OF NORTH ANDOHA MASSACHUSETTS; HEREBY CONCRETE POST 587'46'J7`E L-2a2s �583b0'25"W CERMlY THAT ME NODX OF DEOSYAV O�NIS PlJ1N 8Y THE FETE / 8-4'37 710("25 m N447Y ANOOVER PLANNJND BOARD HAS BEEN RECV11D AND REaVDED E-4 'v!' H.150.00' D N,F KELLEY AT TNIS&MCC AND NO APPE'ift�WAS RECEIVED DURING NF ^`€ i-laps j U1 nwN1Y DAYS NEXT AFTER SUCH RECEIPT AND RECORDING OF O2Y�34' m 'B SUCH NO RCE: o /p $83+OD'26'W' o o 1 LOT 1 I� LOT 6 � p � N F WILSON 4 E � 1k�q � 4REA-15,04 S.F. AREA-f8,363 S.F $ r $ I OR 0.868 ACRES OR 0.421 ACRES IRON PIPE 585b0'25'N 35•�, mmv CLERK OATS• N88Y628`W FOUND 1 104 82.41' r` !'+ N F LEWIS I`�4 44 F, APPROVED - SUB.ECT TO THE PROSWfV SET N. IN A , r.� I.n COVENANT,EXEtY/7£D TO 8E RE"CQPDEU HEREtHIN. +r P, ^ .. N`F 11UGHE5 p NSF WELLS �s � %�, i = $# �i DEFINITIVE PLAN '. ARLA7625 SF. m 25'X 2a' , NIA THE WS WA Y IRAV ROD N86Y5'30'W FOUND N86Y5'30`W IRON PIPE 50.01 8000 0,69 , N86YS'JO'W f025A,2Tp,E rRON E FOUND sup FOUND _ DRIU NO L N883o'W vim 7314' 586IS:TO•E FOUND LOT LAYOUT PLAN SUTTO.N STREET 9L14' IN (mua-Yomzi NORTH AND0VER, MA (P.nnRr rmra ar) . 208 SUTTON STREET N,I. N\F MAP 52 LOT 65 CURRAN BOJAS N1F N� N\F nAT&t DECEMBER-:14,.2010 SCALE; ! = d0' `' NAMMAN 3rIJAL SULLIVAN 1&r N N\F FINAL'•RBVISIDP BATE: FUNS 22, 201 f VALENTINO PREPARED FOR: STEPHEN SMOLAK q I HEREBY CERTIFY ;�TEPHENNMA7'HEWS t CERTIFY THAT IN ACCORDANCE MATH SECTION 81X OF THAT THIS PLAN WAS PREPARED IN ACCORDANCE M.G.L.c.41, THE DEFINITIVE PLANS APPROVED BY THE NTH THE RULES AND REGULATIONS OF THE 0 PLANNINOi BOARD BY DECISION, DATED JULY 5, 2011 REGISTRY OF DEEDS, PREPARED BY: HAVE NOT CHANGED EXCEPT AS MAY OTHERINSE BE w NOTED HEREIN. � ��� JNGINTs.Cs'RING',AND SCIRVEYING SERVICES 70 BAILEY COURT, NAYERBILL, 3U. 0/882 s>Ea xn TeL (978) 658-0284 GRAPHIC SCALE `: ocsarm f; c�� EORO w SA6ET 2 OF 5 ■�� 7l[�•j :.<i3'i:;;,.. -NO.-, DATE REVISION 0Y _ r 2/s/11 wr&LETTER 1125111 ccs I Inch_ 40 :t, STEPHEN P. DESROCHE P.L.S. STEPHEN N DESROCH N P.L.S. 2 6/22/11 ADO'URAINAGI=EA5EMEN7' GCS ��+� 3.1- 16101t CURT. AS>O+CD 6t5 �-r r SILIFEUCE/HAY'BALE BARRIER PROPOSED �1pt s\ tip1 fl4 py ',nLru�.DS[=a+4FArzn er 5[Ex.u�ER1'RIX�W]lfAL LOT t LOT 2 LOT 3 LOT 4 LOT 5 ACCESS WAY - Le P778 RAG+I Tara t7;,` TOP OF FOUNDATION 91.60' 92.00' 101.50' HH.00' too'O' [=Fd.l4' 5r - 177Y.=94.0' --6 FUG 5 'PROP. DRAINAGE CHANNEL FUG 6 CELLAR FLOOR 83.80' 04,30' 93.80' 93.S0' 98.00' sy .PROP. 10'-!'FIDE SPiLLVIAY& - 1!.,`^0 tO 1 11t Zf _ GARAGE FLOOR 9F.00' 9f.60' 93.30' 92.80' 92.6' RA'RAP OUTLET PROTECTION \\\ + 'FUG 7 _ FUOA� DRJVE!iAY CULVERT INVERT 1N N/A N/A N/A SEE N/A 8g.50' TOP OF SPILL I4AY=89.1' • ,UO 5' I DRIVEHAY CULVERT INVERT OUT N/A N/A N/A NOTES ,V/A 8940' PROP.0?7N-A L�2a e v� ?-�'• p 0 'I 'INV.=84.5' .j < 1, , PROP. 1t ap fib.$. i 777 h07E5: m PROP. BlORETEI7HON AREA .`FLAG 3' PROP, FWNDAPON DRA III L=au N R om• \, • s' �o 6 LhO 9(1,LAINO OR STRUCTURE SHALL BE BUILT OR PLACED 0:7 PROP. DGH-C 9� PROP, CB-C PROP. ROOF RUNOFF INFIL. 40l ORAUlAGE EASEMENT ANY LOT V71THOUT A PER6}IT FROM THE IYOARD OF HEALTH IF 5 T'44'30 W O?• 9Q '�1 L 4414' PROP. DRAr:lAGE CNAwJF1 �a.. / `Tv \� 91 -r4 \\ FLAO 2 SUCH A PERMIT 15 REQUIRED, _ .�iLM1� 2.FOR SENCHSLARK ELEVAT10,45 5EE COVER SHEET NOTE 5. 17330 t4 '� PROP. S,UH-9_,,, DRAINAGE EASEMENT gl 5- -� \ q ;5 34*s3 W,-I} P• CETHERU,VE RAO'05 SIVALE 3. ACCORDItIG TO HEALTH DEPARTI.IENT RECORDS AND OTHER '� , 2 p f 'F{, NO I70.GG .Sp 35 } ti\ 0°4`„ 1�ROP. GRASSED PLANS OF RECORD THERE ARE PRIVATE V,ELLS OR PRIVATE PROP, RIP RA30'-VSDE SPILLWAY&P OUTLET PROTECTION LbT - 0' nR 1 _ SEPTIC SYSTEMS vOTHIN 100 FEET OF THE SUBJECT PROPERTY, U] ( ,GL1-C-•�'E�• �V,AaI qq0' CENE at;GLE=16' TDP CIF SPILL WAY=75.0' -p9• n Vae. S0¢90 .F, _ I ' a �1 y y r-G L.1,1Y 30 AO -" 1 1 1 4. PROPOSED INFJL TRA TIO,N BASIN ACCESS Y7AY Tp BE �U PROP. ROADWAY PLAN PRDPDSFfl �' - may, 1 Tip t=7t.a ,. 1, � Ga cy PROP.PERF. COlJS7RUCT£D WILL A 12"DEEP COMPACTED GRAVEL SV8-BASE '�7 �,fL � t103'44'30"6 ( DiVEL&W S• LOT 3 v HOPE SOCK PIPE 07TH LOAM AND SEED COVER TO FINISH CRADE. tT5 1V1 f7.7,sF," PROP. SSrH-A SCALE: l"-40' PROP. lNF1L?RATION BASIN 2 I il, I / 'J- I f- P9,936 8F SUBDRAIN "} ' TOO-YEAR PEAR RUNOFF 3 -'ti I h s ., 5.APPROXIMATELY 400 CY OF BANK RUN GRAVEL VILL BE -.[ - `� OELIVER£p TO THE St7E FOR DIE CONSTRUCTION OF THE IOO'VC ELEV.=752' : ."L� _ i r N PROF', RlO.4E TENRON AREA IOVSH 6RADE '. 0 ROADIYAY AiJp ADDIDDNAL TOIJE APPROXIMATELY)CO]00 CY OF PM EL =19.1 E 80 T70h1 EEEV.-985 DENSE GRADED CRUSHED 5T071E VdiL BE DELIVEREO TO THE PN❑.TY=89.11 w s 4`I\ S`PNr $.to Id7.ee' OUTLET ELEY.=99.3' 6 ILO,7 2,beze m �EXISi, GRADE PROP, GRASSED SiYALE y N'b, +,'P, �1 s7re. � K y 37.6126 PROP, RON ilHITE PINES' !0ag0 .{ 'Az rN { ` "� • [Iro.sl TEST PIT 82-- E.S.H.MT-T.=96.5 6 THE EXISTING SIVALE RI CLLIS STREET SHALL BE REGRADED, PR GP. ACCESS WAY T CRUSHED STONE BERM H I gfi ywOP L4 I�i PROP. PERF. LOA01170 AND SEEDED. 90 - &GATE '.:nrrRAlrc Ig �,}$ 1 LOT 4 q HDP£SOCK PIPE - TOP=83.0' _ PROP. Fd-VspE SP1LL4/AY& � BASF I � ,^a n A 1 14,036 S.F��y' r�SU9DRAt,V 7.DRIVEN/AY C{!EVERT fNY[RTS FOR 12"CULVERTS ON LOT 4 _ „.- R.U.V LEFT&RIGHT RIP RAP OUR.ET PROTECTION - �,¢ ARE AS FOLLOWS: 0y 12"CLASS 7V RCP GRADE LINE f2ARE0£7:p hYV.=84.0'- I ; �~ -pRAOdAGE EASEMENT NORTH CULVERT INV Rd= 88.9'- NJV. OUT=88.8' 3 TOP OF SPILOVAY=85.5' _ „, `�1 S-O.OGS PROP. FOUNDATIOII DRAIN SOUTH CULVERT INV. IN-88,4'-INV. OUT-88.3' 12'CLASS!V RCP p,l.Wh PROP. OUTLET STRUCTURE--- B F2 y �1� 1 S.TIN.51 PROP. CRUSHED STONE BERM 8. No PGrAIng'SIGNS SHALL BE PLACED ALONG THE kSLSTERN CB-C TO OMH-C _ TOP-99,3' SME OF A}ATHE'VS IVAY AT APPROXIMATFLY 100-FOOT 16"MOT, SEPARATIONV flJV.OUT=80.O' ' f 1j p1T C 5,j DRAINAGE EASEMENT INTERVALS. 5=0.TO I' t LWy CS=0 TO OAI}T--C BETWEEN WATER F.IAIN l 7 a Qs PROP. GRASSED SV/ALE 5-0.0}0 AI1D DRAIN 2T!EFT DRA1rTAGE EASfL+ENT W PROP -A EXIST. SV/AL OP. {" t7i8t' 94Y PROP, CRUSHED STONE 6FRA} r�� L T ! PROP. CA-A -�-� ttW' ��5 TCP=99.5' g C,EO.+, WATER S A,3+27 r - E W f66t5 S.F, PR CET B PROP. RON'V flic PINES • r.35 Y eQ I TEST PIT BI - E.S.H.WT.=985 I >, I LOT 5 a. i 80 PROP. Ce-A 57A.3+78 J 'PROP. CS ! tv ( qo, �.'18.366 S '.a PROP. PERF. _ -....__..--T PROP. CR--C Rlhf- RrAf-77,8' � so �-} PROP CB-D- PROP CB B STA.2}31-90.10 INVOUG.513 ^ �, PRdPO5E0 � 1 HOPE SOCK PIPE 1NYOVT=94,t;0 INVOVT 73.8' ' Vj j Ip ETA, +33 RPA 88.50 INWN-82' Z�I 8 SU80RAIN FNV.tNI+82,57 Rim PROP DSIll R ` - .�k3' { PROP. BlORETETl RON AREA2 R15}=$4J0 FNV.OUT�84.50 S. 1NVOOT==80.70 FNKOVT=8247 BOrrO!}Et EV.=9R.5 PROP. OAIH"-C 5UA}P=605fl FO`'� OUTLET ELEY 99 3' LEGEND STA.O+l4 SUS!P-76.70 17dV.CU T-716' m Iszl R 1 ,96J; �• DRAINAGE EASEMENT R1.M=85.50 - "� 1 F {y Ipp00' r EXISTING CONTOUR IFJV,IIJ-80.40 PROP. DhfH-A EXIST. SIVALE -• �, S.�" n � STA.2+25 PROP. FOU7{OAR07d DRAIN INV.OUT=80.30 PROP. CB �"'EXIS PIPE R,LET' 1 PROP. ROOF RUNOFF PROPOSFA CONTOUR Rr+d--9000 I STA.0+00 1NVftd=84.40 RAI-74.511 !' i INFIL. SYSTEM 1a,sT PROP03E2 SPOT CRADS RW=t1,5.80 RIVOU T=g430 11JV""OVY=7D.50' EXIST. e"gRAlfJ I PROP ROOF RUNOFF s ^ 4'-IVDE DENSE GRADED, EXISPINO HATER CATS INV 1N,=78.23 •f + T EXIST CB2 1• INfTL SYS 7�44 COLlPAOTEO, CRUSHED PROPOSED WATER CATS 70 1NVOUT-7&00 C MV-74.50'. : , 4' , - STONE SHOULDER PROPOSED RATER n R n qy n CONVERT TO.D.!H , SpyQ h - I I S - © SEAEA YANffOLd N N tti o p r3 4 c � FX• 12'DRAIN �W-t -s- PROPOSED 3911A EXIST. G83 n � I 'I I EXIST,UP R7>. 71.50 y 1 I �,�,' I 1• a 1 CATCH SAs7x 0+00 1+00 2+00 3+00 3+94 FULL ,WATER SERVICE .eEx ze crCPk'IeQ w,f ; St4 - aM DT7LFTY POLEROADWAY PROFILE _ e -- �_ EXISTING FIRS HYDRANT PROMSED FIRE HYDRANT SCALE: I"=40'H, 1"=4'V EX15r, CUT s PROP. GRASSED SIVALE s S w-- -'�-�-� PROPOSED DRAINAGE INVI,V=68.70' PROP co-C ROD. CB-D _g n� NOTE: CONTRACTOR TO VERIFY LQCATiON AIX DEPTH OF EXISTNG WATER PJVOVT=68.50' PROP, IwEfLCHAIR RAMP PROP, 15HEELCHAIR EXIST. C64 TEST PIT AFAR!IN SUTTO,'J STREET. CONTRACTOR TO MAINTAIN 18"MIN SEPARATION -EXIST. SAfNi ) PROP. A1dH-C RAMP R04-90.54' - ----0- PROPOSED CAS ILILH SETT EEM PROPOSED WATER MAII1 AND EXISTING 24"DRAW AT CROSSWO. RIM-65.20' �LJTTOIV C TZj L-F L��7'I EXIST, S!IH2 II1V.11{m872°' INVJN=5Z.03' U.f-ZEE INVIN5.90' It7V.0U T=87.00' -- wE- - PROPOSED UNAERGROOND E6aGTRIC, !NVlN==78.23' TELBPROxB k CABLE IN V.OVr=56.80' 1NV.OUT-78,00' WA"AND SILTFENCE EROSION CONTROL 8AAR38R NORTH ANDOVER DEFINITIVE PLAN SITE PLAN PROP. GRADE CAN MA THEWS WAY NING BOARD w..11m ll SCALE: 1"=40' 85 'Q.3 p CHAf PERS N DATE GRADING , do DRAINAGE PLAN oa L �--" at d noinia � R0 ADS tu�{rn,�c...' �o NORTH ANDOVER, MA W G GR. hey D/ L,�y w £KISYj1S SsO pAg PROP. OUTLET STROCTUR 2$S:,SII'J"T'ON STRF,`ET �� uj lb gGP RIkf=85.0' MAP 52 LOT 6S � Tyy�cl Fbe!Is +n W ecsnml � 52 1NV.AU T=g00' :, W W h 2 75 - - DATE; DFCSMBER 14, 20T0 SCALE: AS SHOJTN y dwiA9 FINAL REVISION DATE: JUNE 'Z2, 20f1 o ,µGP S ,- � � PREPARED FOR: 39S OF Hp,RIZdANTA1 AND VERBCAL SIGHT DISTANCE z PROP. DMN 6 ST�'PHEN SMOLAK 565'OF HO,RIZDNiA1 AND yERRGAL SIGHT OISTANGE SUT2'ON 70 µGO R:M-78.O' U l IY U I'11.�+,17-+•ry INV 01.=73.Y ;:.:. 1:1 5 00y2 WV.au T-73.6" PROP. C9 OWNER. RI"'=7g.gD STEPHEN MATHEWS C PROP. CB INVOVT-73.6' q Ri!f=74.50 tN#srAr.. EXIST. C6 o udu our=7D.5D' 4r Y Rl:f=73.40' Purim%L 85 T1dV,174-68.70' eopgFP � -'. s NV I- El. EXI T GR 2 DRAINAGE PROFILE PREPARED HY.' SIGHT DISTANCE PLAN a REPLACE 151TLf DSfN � ` �' RfAf=74.5D' c C %9f ENGINEERING-AND SURVEYING SERVICES o V. PJ-70.40' ON E L L I S STREET Li 70 BAILEY COURT, HAVERIfILL, AEA, 01632 SCALE: 1"-80' c 117V OUT=70-30' Petrie L. Bower TeL•_(978) 668--0284 SCALE: 1"--40'H, 1"=4'V Registered Prof. Engineer SHEET 3 OF 5 CL CATCH SANN FRAME&GRATE 26'DIA.C-LU.H.FRAME&COVER. F11'Of METER C.IBAH.rRAUE&CC1ER. TT!ASII GRADE 76'V.N.WOOD OR STEEL POST (LeBAR04 LF-246 OR EQUAL IN ELLIS Sr.) COVER TO READ-DRAIN. COVER TO READ"SEWER' I ,+ B'O.a � PR%Nrm LAIN.IS'!NTD GROUND IN. LF-226-2-DOD OR EQUAL IN WATHE%S ANY) (Le,3AR04"LION OR EOOAL) (LA9ARUN LR IIOh OR EQUAL) FINISH GRADE H bsN GRADE SURFACE COURSE 1NTU41NOU9 CONCRETE SURFACE COURSE BIT.C04C, TILLER FABRIC o tj STAPLE)TO POSTS -� GEOVAII L'65 z z SITVIk OUSURFACE SOCONCRETC MORTARRSE 1�1 MORTAR PERFORATED HOPE PIPE OR COUAL g BASE COURSE SITUu.N0U5 CONCRETE (PERFORATIONS 00'AN) ER090N CONTROL PApR G y, POLYPROPYLENE PLASTIC STEPS - F STEEL RENTORCEp COPOLYMER— BASE COURSE FIT.CONE, STEEL M4FORC ED COPOLYMEFX POLYP ROPtt ENE PLASTC STEPS AOJJST TO IAORN�SH GRACE NIIH PER ASPA e.478 D 12'O.C. ADJUST TO FINSH GRAGE SASE COURSE PER AS1A!C478 4 12'D.C. COURSES OF IAORTA"F4 6R1CK O , SAS CONCRETE (2 COURSES MIN.-4 MAX.) (WI COURSES OF MORTARED BRICK 2 COURSES UN,4 MAk PRECAST REINFORCED CONCRETE _ M.N.B'OEEP TRENCH W.H.ECCENTRIC COIiE SECTORS RUBBER"0'RING CASKET 3/CRUSHED/2. ANCHOR END DF FA8k . m i MORTAR RUBFER'0'RIND GAWrT H.ILC ECCENTRIC CONE SECTORS STONE WN MATERIAL REMOVED 10 PRECAST REINFORCED CONCRETE 1�G7I4N lTXOM TRENCH rTLOHT ViEYf END VIEW MANHOLE TOP OR CONCRETE BLOCK d'-0" AHCRE REOU'RCO B I ILTA I N FE CE DETAI PREDAST RDHrOtc£D PRECAST REINFORCED CONCRETE MORTAR JO'NTS INyTPE& N.H,RISER SECTION rR�TO+OF RUNOFF IiDT TO SCALE CONC, U.H.RISER SECTION WATERPA"DOE GROUT{ tE INFILTRATION TION TRENCH STRAW OR HAY BALES 2'WMEN STAKES PRECAST REINFORCED ----- 2 PER BAL MANHOLE BARRELSTN. 4'r0�-qA NOT TO SCALE ( n COATEDR OF UANHA-E SE pE MORTAR JOINTS COATED WTM ASPHALT SEALER NOTE: DRAM RIPE INSIDE AND Wf - 4'-�„VIA WITH 110.N-SHRINK 4j,�,­ ALL VNSUSTABLE MATEIffAL WATERPROOF GROUT INV,JRTS TO DE FILLED BELOW ALL CATCH BASINS W CCHCRETE SHALL BE REMOVED AND Fm,NEO OR CAP UNIT REPLACE AITH CDMPAUY b a PITON fiCDR 4//'PER I' BRICK ESHEE�F TO BE AT LEAST AS GRAVEL ELL. SNEERND DRAIN PIPE -- FRONT V`EW IN MEW Wll BE USED WHERE PREUSY BASE CUSS"B"CONCYX£lE HIGH AS CRD'AN OF HIC4IEST PIPE ,'14APERVIOUS FILL NECESSARY. rm a- pRA'N PIPE BRICK 14V. HAY BALE ,SILTATION .BARRIER DETAIL NOT TO SCALE - (BRICKS 041 EDGE) oyoo 12'M>N.COMPACIEtl SECTW DRAINAGE AGCRECAIE o00 4'UA%. SCREENgO CIAYEL ` " PRECAST REINFORCED 0 0 ' 12-MIN COMPACTED , 12"71fICK MIN. 000a GRA55 BASE old: GOt` - •• 12'V'.If.COMPACTED."• PRECAST REINFORCED G DEEP-SUMP HOODED CATCH BASIN TYP} 1AA� Lx1$n,�G GIRD( � � SASE OH.BAs=_s£cTHr1 TYPICAL SEWER ENANHOLE DETAIL I o`o�a GRADE T.5� S,DEW Not To SCALE oouQ 6. NOT TO SCALE COMPACT CRUSHED STOVE BASE e TYPICAL DRAIN MANHOLE DETAIL VERSA---LOK RETAINING WALL o o GRASS TN ROADWAY PAVED UNPAVED NOT TO SCALE PAVED UNPAVED NOT TO SCALE EDGE 0r EX15 G RO PA\E1AEN7&SUF_FASE EXCEPT IN 1HAVEl.WAYS AS SPECTl&SUB RASE EXCEPT IN TRAVEL WAYS GALVANIzEO STEEL GRATE I B• �10'� PIT.CONIC RAMP YhTH DETECTABLE (AS SPECPEO)WARNING PANEL I T I 6 TOP OF BERM-660' WHEELCHAIR RAMP c�AVE1 EMERGENCY Sp ILLWAY=B5.5' 0.s' TYPICAL DETAIL SUITABLE EXCAVATED BAR PEAK rTow=R4.9 b MATERIAL THROUGHLY .""'"TOP=65.3' SUITABLE EXCAVATED Tn CMTPACTED NOT TO SCALE / VATERGL TREROVCNLY 3' - . CgAPROTEO1 MAX AT TOP OF PIPE 3'VAX AT TOP OF PIPE z vnut T O TAPE UTL11V ABOVE O >K NO TAPE 12'ABOVEVE TOP OF PIPE 4' 4' 4` 4 - 12'ABOVE4E TOP FEE O O 4" DENSE GRADED, COMPACTED g' PAVEMENT g' PAVEMENT 4" DENSE GRADED, COMPACTED 1D� .� 4 CRUSHED STONE GRAVEL tO GRAVEL CRUSHED STONE 3 ,DOR1ncEs-asa ' ©oTrou DF D' GRASSEb SW ALE SUITABLE EXCAVATED MATERIALSQUARE GRASSED SWALE ►-3� q, � 3/4"CRU94D B' ,;N- NAND PLACED AND COMPACTED - _ STONE GRAVEL DEDDI>,`C 3 2 2 3 1.5 11 1 r 11 11; 1.5' B'sEwTR MAN WATER MAN 12"CLASS IV POP EAR1N INV OLI1eg0.0' NOTES: LEDGEUrppE EARTH 1.CONCRETE: 4,000 PSI MINI AFTER 2E S COVER 2', 4' rIp SEWER TRENCH PIPE CONNECTIONS. 2'ASIM C4 S-20 GSPECCFFIOR PNG RECAST REINED Ai" MIN, SHOULDER SHDULD�R ppp� WATER - .. NGR011T RINK 3. MAX.STORAGE =9,925 Cf. COVER �- DENSE GRADED CRUSHEb STONE TYPICAL SECTION TYPICAL TRENCH SECTION a, rvLt Plow CAPACITY OF THE 12"PCP I NOT To sCALE f2 MIN COMPACTED BASE 12" COMPACTED BANK RUN GRAVEL NOT To scuE GAS MAINS `LECTRiC, TELEPHONE & CABLE DUCT BANK 4" BIT. COURSE, TYPE 1-1 SECTION VIEW B" WATER 8" PVC SEWER RCP FLARED END BINDER COURSE ROAOw CONCRETE MANHOLE SECTIONS." NOTE: MIN. COVER OVER GAS MAIN TO BE DETERMINED 1 1/2" BIT- CONCRETE, TYPE 1-1 r _ 10 �_� "1 11`5 ' ' -REINFORCED r �, ,r— 4 X4 S UARL CONCRETE BY GAS COMPANY. MIN. COVER OVER ELECTRIC, TOP COURSE _ �2' / 21 TELEPHONE AND CABLE Ducr BANK TO BE " 1 OUTLET CONTROL STRUCTURE DETERMINED BY POWER UTILITY. PLAN �z'� NOT To SCALE TYPICAL ROADWAY SECTION NOT To SCALE )I LCT.p T READ"AAA' GRASSED SWALE D.EFINI TI VE .,PLAN fy slop NOT TO SCALE VARIES 4 j F TRAP--ROCK RlP_HAP NORTH ANDOVER MA THEWS WA Y 1 1 3 (AT LEAST 50%OF STONE RP RAP PLANNING BOARD TO HE 6"4 OR LARGER) ts' ERosfON CONTROL `! RCP FLARED END •o ^N Construction Details SECTION , Na! PE Ia HATE DETAIL FOR FLARED END ^ NQRTH`.ANDOVER, MA f :�.., +.: .•:..r-, NOT To SCALE rl� 288'SUTTON STREET SANDY LOAM PLANTING MATERIAL SPILLWAY SECTION +�wslTalF MAP 52 LOT 85 4" PERF, HDPE PIPE RYDRANT—« INFILTRATION BASIN dEMMMATE: DECE,116FA 14, MO SCALE: AS SHOWN BIORETENTION AREA SECTION FINAL,RBYISfON DATE. DINE 27, 2or1 NOT TO SCALE ['p NOT TO SCAtc Z. FINISH GRADE RIP RAP '. EROSION CONTROL o - .`"'.PREPARED FOR: oRrvEwnv C GATE VALVE& �Ia'— -� STEP.IIEN SMOLAK 3"--G" EROSION STONE BOX STANDARD TYP. RESTRATI EO JOINT ROADWAY D 5" 1,D' ALL VALIES 4 N°" - 3/4'CRus ro STORE AT LEAST AMm* MIN. B"ABOLE,iyvRANT DRA41 0.9, W OF ' OWNER: 15 HYDRANT GRAIN L STEPHEN MATHEWS ., I I \ CONCRETE TNRUST BLOCK PAlf7G% I17QrlalM' -d3 fOY FR {EAT STORE •, . O1nL . 12" HDPE PIPE L VALVE FiT 2' 6'GA.BY OR AID a` PREPARED BY., g' �' l � SPILLTYAY SECTION ENGINEERING-.END SURVEYING SERVICES BIORETEINTION AREA 3 Patrick L, Dower 70 BAILEY COURT, MAYRRIIILL, MA. 0822 DRIVEWAY CULVERT SECTION DRAINAGE CHANNEL TYPICAL FIRE HYDRANT DETAIL NOT TO SCALE Registered Prof. Engineer TeU.(978) 558-0284 NOT TQ SCALE NOT TO SCALE NOT TO SCALE SHEET 4 OF 6 -Jisissli %3 'JD'Taw,,uuu $'LTFENCE/HAYUALE BARRIER EXISHNG ` � /lfG-12�•'• '•NEAFl,DR rsFll LfAT[a HY 5££KAAi?f'r1�PG.'/ErlYIL :_ AAYrMENT II7V.=$4.D• i C 11 ...\ \;. M1/G s,..-. �� p .�l,d - v 'PROP.0,4ar,VA(,t PROP, 10'-V^DE SRIOV'AY& `;FLAG 10 ' 1 G£OTEXTTLE FILTER FABRIC -6ilflN RiP RAP OUTLET PROTECriO?,' 11 k p31�F�, - DUMP STRAP ' row OF SPILLWAY=89.1' nac',' PROFILE I,nne s PROP, SURDRA44 xJv s4,s'� t \ �1 1"REBAR FOR p1JlAp STRAP 1 a J '. BAG REMOVAL 39'fdwIMUM... PROP. 81ORElE•V71f7,Y AREA 3 `� - c' h; s PAC' -PROP, FDe'NDAflcN DRa6a FROM INLET P,40?. ROOF RUtOFF IC{IL-- \ ar °pp , �, � .. .., PROP. DRA ROOF AGE CflAA EL �-D.RAI,YAgE EASEMENT el - � \�- •• 7 ` '� M1Fc z 2" TO J COARSE AGGRl=GAIE(TYP.) DRA.f7a GE EASEeAEr7i ez '. .� e'le°�>," �. - �•` jri9z Tee sdri. \ arLFo+ SILTSACK BY ATLANTIC f0' '. ya�;'•ti �)'�. ` CONSTRUCTION FABRICS, 1NC, " PRO>' 30'-LADE SPLL''WAv @�. \ - g sT E�/ _I 34 y5 1'� \`a• $g-_PROP. GRASSED SWALf OR.4PPR01/L-D EQUAL. RIP RAP OUTLET PROTECT!ON p9 ^ iq I mo ; �� o l y� f 12' TOP CF SwLL1'IA Y-75,0' `\� aV..sa 8'If', n ., V -y ^ MlN.+ XISTING PROPOSED. -z- - i S'� e i PAWMEN in r" r - ^ .DWELLIND i%v 'g: Gild {'H HDPE SOCK PIPE r PROP. f77Fft IRA HON DAS!f! 2�-�_i�� 1fl - �` •�. SUBGRAE'J _PLAN KE IDS 1G0-WEAR PEAK RUNCIFF •� �`' "} ••s PROP. SICRETENTON.4REA F BOTTO.4r ELLVLEV-9!3P,5 PROP £.RASSEO 54'1AtE-- �— _ t:1� �/ ', - IeT'eo 1 _ y ��µ •-• �+ . 1�� OU RCT EIF.V.=99.3' PROP. RO>V IW!iTE .. - �L TEST P1782 - E.S.H,W.r-O6.3 PROP. ACCESS 1'JAY-----` f� � .� �lO `` " !flans) ���"F , ,k 6� �QNSIR�CTION SPECIFICA�(ONS' e GA TI: Cr7USNED STONE BER!.1 'i �i ,.� e-,Ii PR OR PERF, TOp-83.0' �i- i ,55 1 T ;4 NOFE SOCK P�FE `° . ;.e 1' ''°(; C4{`i3q$tN !, STONE FOIL A STADlU7AAaV CAVS7RUCRON ENTRANCE 5. GE01£XRLE FILTER CLOTH SHALL BE PLACED OIER THE PRO?. 10'-tYDE SPrLL 1Ypy k- ----�--.v�• �? '' \ '�} - j o s - $UBORA'11 2 Q s. SHALL 8£2 TO S INCH STONE,RECLAIMED STONE. ENTIRE AREA PRIOR TO PLACING THE STONE. RIP RAP CUTLET PROFi 7fON - 6 '.' , .. '+. FLARED END;Nv=e4.a'—� _ P TOP CF SPILL:VAV =85 5' , �' w- DRArNA GE Ea S£"'ENT a• ' 2, WE LENGTH OF THE STABILIZED ENTRANCE SHALL NOT 6- ALL SURFACE WATER THAT 1S FLOWNC TO OR DEVERTFP r —PROP. FOUA'Op IIRN D,aAiN BE LESS THAN JO FEET. TOWARDS?HE CONS7RUCPON ENTRANCE SHALL BE PIPED �---�.�--;� � c 3? �v� '� I - BETlEAIH THE ENTRANCE,IF FIPiNO IS INPRAC7ICAL,A BERM RP.OP. OUTLET S1R[rC TUBE - — '� �W - Rv,'=85.0' -� ?�• �. y-', f2 zz' -}(sea s] -PRO?. CRUSHED STONE BERf/ �-r /vT ]�'�+y-,�(T• J. ME PIlCKNFSS OF THE STAVE FOR THE STABlLJ2E0 SUBSHTUfEO FOV IH£PIP£. $ EASES+EIIT SILTSA CK Dg.'TA L ENTRANCE SHALL NOT BE LESS THAN 61NCHES n NOT TO SCALE 4. THE WROTH OF THE ENTRANCE SHALL NOT BE LESS THAN n �. 1 k. d 95 .-r -PRO, GRASSED Si%ALE A FOIL MOTH Of"PIE ENTRANCE HN£RE INGRESS OR GRAI}JAG`'A'I'VENT ��. r-- r� IS584' is, �r 1TP� - PROP. CRUSHED STONE 6EHM EGRESS OCCURS OR 10 FEET: VNICN EyER IS GREATER. EXIST S,VALE ._ r 7 _ - i -i a TOP ".5' FRrP. ROIV ilrm;L P;NES r '4 1' r �` Ti, PIT Bl - E.511 VY T.=46.5 RRUP. c3-- s sob �','' STABILIZED CONSTRUCTION E T-R NCE DETAIL PROPOSED 'S I I _ �� IrDP£CCK P?PF NOT TO SCALE PROP. PcRr. DHELUNG •°Y�SJI 1 �a, Y' 8 SUBDRAIV PROP. PRGP, 131GRETEN71011 ARL-A 2 Pore-7R 0' BOTTO;f L'Lkd=98.5 ! pIy1N-7J•7' ;' \ Sot � 'A�� buTLEr ELEv. s9.s' LEGEND L:RO,SION CONTROL NOTES _ I V '1 `�,:{ssJ� -�__ -O,RA1NAGE EASEMENT 1. $'nor to canstructtan and thereafter erosion control measvre9 ore 7• Erosion contra!devices shown rEPresERl minlmum measures. The conlfaalaf shall EXIST. 51YA(E 1 4a. "!- w IMoo - - ExfsNXe CONTOUR to be Implemented as noted.The smollesk proellcol area of land should lake any and dl necessary measures to prevent transportation of sed'ment beyond -PROP. FGLNOA71O7!ORA;I be exposed at any aria time during development.When land is the work area. PROP- CB ��t�fST. PIPE f,{TET`, L` � '� _I„ems l PROPOSED CONTOUR ax oscd Burin development. the ex Osufe should be ire t to the I It. { " ' n PROP.ROCF PL'NOFF P g P P P RNfA=74.5U' t �I Ivy's \ ��` iNQL, SYSTEM yn�1 PROPOSED spar GRADE shortest practical period of time.Land should not ba left exposed B, All disturbed areas shall have a minlmum of 4 nches of loam placed,before fFlY.OUi=70.50 '•✓/t 1•%fIS T. 8"hRALN 7 1 n .1 raW 4 s during the winter months. being seeded and mu?shed unless otherw1se shown. ✓ PROP. N't00I'RUNOFF' .' u 4' � I 4' V,IDE DENSE G4AGEC, . EXISTING KAT%R CATS EXIST. C82—�� 1 1 4 fi--1.�•4---7-T-= ! 2, Ha ale boaters shah be lnslolied and m0italned at droln Inlets 9, After all disturbed areas have been atobhlzad, the Tom war 1r:FIL $YSTEIA GL'ILPAG TED, CfYU$}{ED PROPOSED KATEA CATS p y erosion GOnl+01 and olon 11,H1s of nark where shown.Additional ho afes shcli be t' R ♦ i STGVt SHOUti)FR 9 Sb measures are to be removed and accvmulaled sediment disposed of INV.CUT=70.J6' PROPOSED WATER added as required by 1h Ersglneer.a No}bolas.;If be slaked and C071VERT TO'.O.'.!N EN. f2'' v•04A1 T Snj ,� g 7 w�•, SS4%A AfANHOL6 maintained prior to and during construction until disturbed areas are 10, Baled hay and mulch shall be mexiings of"ceplable herbaceous growth. free I - I ON c.. lr '� slobllized. from noxious weedo or oody stems,and shall be dry. om_ I w em -1 PROPOSED SEKER EXIST. CB3 -- - 3. All disturbed areas and side slopes which are fmish graded with no 11.In the event that dewater;ng of utility trenches of other escavolfons RAf=7€.50' T. UP ""'— CATCH BASIN fyrlher<anslNcUon 10 lake place shall be seeded and mulched or is necessary all groundwater shall be d t¢mpwary irected to 9ed'unenlaklon control fTNi1 ` -~� l - • i - ct '..'�.E ExNspka oihernisa siablNzed. too,illas and not the prepsed closed drainage system w existing public drainage �7 eE211N i , !FATER SERPTCx System an Sultan Street. v,•�.r 2e CLAY CRAry p 1 - 4, Any disturbed areas which ore to be lalt temporarily, or longger -a _._.ow UTILlry POLE than two weeks and which wit€be regraded later during consirucVon, 12.Men temporary sed€mentatlon control devices cannel be ulllzed,a pumped Tar4 _.�' -SEWER EASEb'EIrT shad be muched and seeded. g v heavy Out OfrlBa or a d I ahoq discharge sediment control,utaiZiri y y' g pprove aqua '`���_ a 1- - =-,- Xf EXISTING Fine H]DRANY bE used. 5. AWN use of undleturbed areas whenever poss'b!o durng EXIST. CUI --'S� - S P r B'� PROPOSED FIRS HYDRANT constNCtlon.Construction traffic short travel the roadbeds or existing 13.Proposed catch cosine shM be filled with'Siltso6e when cons"tted.Siitsack R,H-73.40' P,4UP, GRASSED SNALE � 5_ S K-�- - and future roads, steal be cleaned as necessary and removed when Bnal site clean-up Is eom foie. 11T/J\=6870' PROPOSED DRAINAGE y p P I NVOUT=66.50' _ 6, Slit fence shall be Installed 8 mainleined where shown and EXIST CB4 TEST`PIT additional silt fence added as required by"Eng'neer prior to any R+LI=9O54' on-stle grading or dlslurbwce of existing surface materlal,It should -EXIST. S!IH7 --�- PROPOSED CAS JWN bs molnlolned durin and after development to remove sediment from EXIST. S!AH2 iNV.G7=8%.20' 9 P . t RILE=85-g0' ?'Jf01TT=87.60' - -uL- - PROPOSED UNDERGROUND ELECTRIC, unof!water and from land undergolrsg development.The slit fence Is dl'LfN=57.01, _ TELEMONE 8 CADLS to be moinfa ad and cleaned rnll all conatniction is complete and lNV.CUT=56.80' INV.Ih'-78.23' slopes have been permonenlly stabs Ized. INV.Dl -r-rTm� MI.AND 1111rENCE EROSION DEFINITIVE PLAN STABILIZED CONSTRUCTION ENTRANCE ••• cdN7RDL LURwEH SITE PLAN MA'THE WS WAY SCALE: 1"=40' NORTH ANDOVER CANNING BOARD EROSION CONTROL PLAN 274 c Af ERS N DATE ,NORTH- ANDOVER, MA 20'x 25'x r'CRUSHEO STONE BLANKET FILTER BAG is/a r0 t-1/z sTTVe) HEAVY DUTY OIRIBAG 55 # 288!`SUTTON STREET (10'x � PUVP DISCHARGE—� OR APPROVEDD .e,�,EQUAL �-. •Jf.;i, Y,-0,Ae,,,, s" ASAP 52 LOT 65� PULIP GRADE TO ORA�N EXTEND FILTER FABRIC pATil1�7,..1HARClF'$IT SCALE;AS SHOWN 5'BEYOND 570ME(TYr.} F'INAL.RB'YlSION,DATJS: JUN6' 22, 2011 4•PUUp DISCHARGE HOSE SECURE TO FILTER BAG WITH STRAP FILTER BAO {{ ' HTaW Dun DIRTUAD 5s PREPARED FORT OR APPROVED EQUAL 15) PROP,CRUSHEO STONE SUV.P PH W/nl 014,PERT.PIPE �trTr y'r T;-r 71 T �+ / PULIP DISCHARGE— f3/4.70 1-1/2•STONE) e}.T&HL IY y]MOLAIl R1t71F11IDf OP 6Ce0S Dloel(tlrt>iDleeticlt!>'�alit OWNER: '°d N STEP.HEN MA THEWS SECTION tla�,a�■` Al e'�es4r•---- -,1 lla PLAN VIEW P[AiiNO A �l w PREPARED BY. ENGINEERING' AND SURVEYING SERVICES PUMPED DISCHARGE SEDIMENT CONTROL V 9,-e "`°'� 4 w W 70'BArLEY COURT, HAYRRHrLL, A(A, 01882 NOT TO SCALE o1SDrMr Pal , Bawer - TeL {978) b56-0284 Registered Prof. Engineer SHEET 5 OF 5