Loading...
HomeMy WebLinkAbout2022-01-04 Plot Plan of Land L-Eft Nam` EX. GROSS agOR AREA: z IC L THE TDPOCRAPHY,SM DBYAIL&SURFACE IMPROVEVENTS DEPICTED TOTAL FUSyED AFZi.140&R. ,ZONWG DISTRICT R3• THE ONLY FER77LIZDZS ALLOWED FOR USE ON THIS PROPERT( —248--TWG FOOT CONTOUR HEREON HERE D8TIME 1 FROM A PAR77AL RED SURVEY CONDUCTED ON 'WAM SHLD PROTEnmN DisnVCr SHALL BE ORGANIC OR SLOW-RELEAM NiTROGEN,PHOSPHORUS 92= AUG.2%2021 BY WUJVAN AWGNFERING GROUP.LLG WORM TOE 1�AN FREE PRODUCT. SPOT GRADE 2 THE LOCUS PROPFt{Tr➢E7a1C7ED!S'LOCATED 1x z➢Nxc D151RfCT R:L WATERSHED INFORMATION.' NON-ORGANIC PESTICIDES AND HERBICIDES USE ISPROHIBITED. O DECIDUOUS 7REF(.I a PEA,) PROP. GROSS FLOOR AREA: THE ENTIRE LOT IS LOCATED WITHIN THE USE OF COAL TAR-BASED PAVEMENT SEALANTS IS PROHIBITED. x WE LOCA7TON OF ALL UNDERGROUND U771.177E$SHOWN ARE APPROXIMATE THE NON-WSCHARCE ZONE. AND ARE BASED UPON A PAR71AL RED SURVEY AND COMPXA71CN OF 70TAL F2MED AREA 4.729 SF. 61T. BwMTNOU$ PLANS OF RECDR➢. THE DE570Y ENGINEER DOES NOT WARRANTY NOR SOUR.ARL39fEDTLIRAi PLANS FOR AOLIf7ILIN(SJ A CORD OWNS THESE CTIONN ffgTS NSHALL APPFkR THE RAS A DEED fiMA4 7EE THE LOCA77CM OF ALL U7UTIES'DATICED OR NOT DL71C7ID WITH CCJNG CONCRE7E THE CONTRAC7VR,FRfoR TO COMMENCEMENT OF CONSmV=CN,SHALL ASS1s5Q4'S MAP 97 LOT 77 VERIFY 7HE L00070N OF ALL URL17TE5 AND CONTACT DIG SAFE AT SEAN DETANEY&LAUROV DELANEY avw SORDERWO VEMTAIW WILAND 1-886-344-7235 M APPLEVORE LANE NORTH AN➢OVER•MA 01845 1AQ+J. HE7LAND FLAG 4. THIS PLAN DOES NOT SNOW ANY UNRECORDED CR VA'WN7'TEN EASEMENTS LOT CRFA7TON -DEED ROW 12DOZ PAGE Na 208 NNICH MAY E17ST A REASDVABLE AND MINT ATTEMPT HAS BEEN MADE ,IL 4157LAND RESOURCE AREA TO OBSERVE ANY APPARENT, VISIBLE USES OF 7R'LAND.iAM511ER 77415 THIS LOT WAS CUIEATW PRIOR TO OCT.24,fa94(MARCH SO,1978) S01LS 1NFORMA 770N. WC-REASE 1N IMPERVIOUS AREAS: DOES Nor CONS777UTE A GUARANTEE 7HAr x0 SUCH E4SEMF,F175 DOSr RD S 7HE FT.EVA710NS DLPIOTED HEREON HERE BASED UPON AN ASSUMED DATUM. TEMPORARY BENCHMARK CHART TEST PIT WAS PERFORMED BY Imp°RLTS"DfLLW(4'HDPE S=l.� JOHN D. SULUVAN 111,AE,C.S.F. PROP,T2'X 2e ADOMM' 288 S.F. 6. THE LOCUS PROPERTY IS NOT LOCATED W WV A FLOOD ZONE AS DEPICTED ON T4/4/2021 PROP.ASPHALT DRIVEWAY.' I-=5.F. --(100)— PROPOSED CONTOUR ON 711•LATE'SC FLOOD INSURANCE RAT.-MAP. T2M f D.ESCRIP77ON FLEV. ZEST pm 7H-1 REMOVAL OF cONG POOL PATIO; -=S.F. ELET/.=94,5' FIRST FLOOR ELEVA TON 1DO.OD' /3 TH-1 SUL 7ESR OXDC 1OLE MULON S (12" DIP) T D HOR A FSt 1D i77 3 7-2222" HDR B. FSL rD rR s/6 TOTAL' },958 SF. D •ASSUMED DA NM 22'-96' C-LAYER LS 2.5 Y 5/4 MOTTLES O NONE PROP. DRAINAGE M177CA770N: FLOW W47ER RSEAAIG O NONE Ig PORTION OF HOUSE AND ADOMCN ROOK 92+S.F. 1"x 48'OAK STAKES PER 3' PORTION DF DRIVEWAY E PAIMCN: 11572 Sx. OR EQUIVALENT SIZE SAPLINGS TOTAL: 2.+96 S,F, A 7HE LOG4 T70N OF ALL UNDERGROUND 0MRIES SHORN ARE APPROXI(ATE AND ARE RASED UPON A PAR77AL FIELD SURVEY AND COMPILATION OF PLANS OF RECORD) THE DMOM ENOTNEER DOES NOT WARRANTY FLOW NOR GUARANTEE,THE LOCATION OF ALL LTlL1TT.E5 DEPICTED OR Nor 7AX MAP a, DEPICTED.THE CON7RAC70R,PRIOR 70 COMMMClM(OrT OF CONS7RUCTTON, O SILTx Tom" OAK STAKES / N�TbW OF ORTF1 rA 12 SHALL V AT EMFY THE LC DCN OF ALL MUTED AND CONTACT DIC SAFE NOTE EROSION=NTROL 3ARRI RS TO BINSPECTED WEEKLY u 0�38 En T aNTDR SALT BUILDUP,AND OVERALL LON0.7I0K 159,6x EROSION LIARRIn TO BC REPLACED PLgN 2- 1"x 1"x 48"OAK STAKES PER HALE(WIN.) IF W;M TURN,OR DAMAGED. 4MULCH MVAL24T SITE SAPLINGS CE(EMBEDDED IN GROUND) XX(12" D1A.)D W / aP HOPE f 9 Rbow 1'-0'MIN EROSION CONTROL DETAIL: CoNG R1,�c�H-220 N.T.S. LOT AREA RATEO)W/BE-CRUSHED 39.042 SF'.f STONE SUPROUNDRVQ FMMSANObaACD , 707-r SET COVER o FJ.EV=98.a' tr+tRENCH LM1t of 2 •� 0 TO 8E REMOVED O PATIO m Prop.7Y DI¢5lcked COND' m� p NE'M AODr71ON EDGESjrr 92+SF OF ft90FW12" f MWcJi Smut[Tjp) ', AREA TD BE COLLECTEfl 'Z PAa I LLae Eraelm{Ombr l yTAPLESATTACHEO _- - - 'i ' Po AND PIPED TO ORWELL �„ £ \ elOOk�at an e]npetr PERIMAKWAVRE(DOMIi1FAl0ATION �� - - r gmo SYSTEM_ �O Pro0. 3:1 gmoler pdo ama SPAS Prof•Cane Coe 8err0 _ _ ,�I+ ' �"m o Cpnr^ SLeeFPA oe�avhownwwnY 3- m EY Area B P g� .�::i= Prof. oulder WoR er P°'' 11 _ ewnznMnlofnv+"rJl Per (sea structural 0 1 FX• aem 1 well e+fact h19h) - rag PDDr N@r- sxw ae(a 0 �POUe 'R? ; - BUFFER 7DN9 prop.81L Caaa. / • 'Im.eeduaid"vrtwapidYrmaed / HOPE Ebow I :I. - uwal.�akr�,.na�a,«:ermPr�r,r udrb�mmPta� ,arm (}STz a_r.)t9 eR� • buen,parme5�tme+n.ewar9.cao,smmPerus elmfxe..ea.uwewLwnodenbe fY• 10 ne.yarave bar efi- 0 0 C00M BLANKET(3,1 'ZOPES OR GREATERy .. fW� T 'g7;dr' m N a tt plNa'e1Gn V LOJ� we,d Mwth.hr w�aee�Pn 1.5'ASPHALT 4'-6" i stay PrvP•0 FPO t 7i sump•ggOs hn0e. TOP COURSE LOAM - RD,ya ttl7- trace \ \Orals Pye { eJezvec. B' &S1D:0 -.rpMtr 1OD.o rra T�+t+1eY S' gm�"1 tit ;I _em � VI �y, ay S .._ HOPE pbsw CEO17 I MNFE ZVI— - ar —r.h ana�or� ` �e-a52' _ / I Umlt of Wo I""-�`•� r•4'.r t �r4K- :.`ie-='+ � / Ex VralkweY ASPHALT 2 ASPHALT 12"DEEP 11 0 �'o m 1 �\�* m HERM BINDER N 1 1 \ l COURSE GRAVEL ABASE arm CAE COO 8E DETAIL: m N.T.S. CAST IRON FRAME AND COVETL COVER TO BE Zr ROUND(SOLID) Crushed Stone of 1 1/ to be Washed 1' TAPER C RIM-9s.D' 24',q+",8"Deet Iron F e � t Cra 1 I Placed an ee0h side 1B'cane.Ibaar-2+7 I.D. 2k aaa L--lOS53' e \ 1 FILTER FABRIC •"" ElEV-94.0' YDS ' 1 jI I�a9 -- ------- -- 6�7ZP .-- ......6� I' DIA INLET I OO 00 ® ` De i o OO OO OO O oo! . [° ® O 00 O © 00 O O :. 1 0 ao00 12r_2r ' SBOH SHEA ' 0 ��F APPLEDORE slx' LANE �A T S'OF COMPACTED I lyr CRUSHED STONE IELEy=90.5 � 3' DRAINAGE HI)LES 4' TO 2 1/2' DIA TAPER WEIGHT SECTION VIEW 2'MIN. YP� TfElvl N0. DW WH H- 0 7100 DRYWELL DWDMONS(NOT INCLUONG SURROUNDING STONE) S-B"WBE X 70'-6'LGNG 52:ASONAL HIGH GROUNDWATER ELEVATON�865 DRAINAGE NOTES GRAPHIC SCALE 1) 1 IA'WASHED CRUSHED STONE TO BE PLACED ON ALL-IDES OF THE ORYW6LL SCALE 7'L,20' 2) FILTER FAaMC TO FACILITY(ORMELL AND THE TOP AND 57DEWALL AREAS OF THE CRUSHED S70NE AREA)_ F�l• 20 0 10 20 40 80 s) MMMUM 2 FOOT VDRTIDAL SEPARATION EE7wEEN BOT70Af - — — �Itl Ruunmm�nuouwouuluumR� OF DRYKU AND GROUNDWATER TABLE OF ENCOUNTERED) 4) THE HOR20N A,&HORLEON B LAYER SHALL BE OCCAVA70 AND RET GIG FROM THE ENTIRE DRAfNACE FACILITY AREA LIMITS AND REPLACED WITH CLEAN SEP77C SAND. 5) ACCES.a MANHOLE SHALL BE PLACID WTI-TN f2'OF FTNS6 CRADE 1000 GALLOON � BEVY WELL FRA,M<re H'%3' BAR GRATING nHre JUMBO (H-20) . .J r-4n N.T.S. PPFFiIST RON CROWD MORTAR+SLOTS ,�IOP� L9IJCRW CQVDI $ (M CK �A)5 RMU= F OF P -3'-3 1/2" I A i 6-3,.� PPE TO DRYWELL N _ g MIS WATFRRpIT CONHfxT10 OMf. $ 2n AS FIELD APPROVM l Raw FUN DE COMA E No.41 PLAN VIEW v- (14 i F7tAL .IOPIIS ,a �..J .� (NCN�HRINK) (2) 6'DIA CAW IRON CAS TW y DLlTLEL XMW R-T709 P W 15[Na =a33 PPLEDORE LANE APPROVED .A.q RUtr w TRAP TO WAIL PLOT PL" OF LAND TY.W. ?; s NIR. LOCATED TAT NORTH ANDOVER, MASSACHUSETTS mmm CLONE (ES= COUNTY) SIDE SECTION VIEW END SECTION VIEW `iiii iir iri,��rri�rr= pzZFA1?Ev FOR NOTES; TYPICAL PRECAST CONCRETE MANHOLE SEAN DEZA11>L'.Y 1. GONCRE'3'E: 4,000 PST MINIMUM AFTER 28 DAYS. WITH GAS TRAP SCALE• I"= 20' DATE:SEPT. 26, 202I 2-AVAILABLE IN 3' AND 6' SELMONs. (NOT TO SCALE) r'r'l's'r �t7 PREPA aEDD-RT 7'7'3. AVAILABLE IN END OR MIDDLE SECTIONS. �}NET, M-IDS 5'SECTIEN ,S"U1.�LI AIV E1VG11VE,;,ttir Cr", CRGUP .LATE* - :3' DN e 4. CDNFI?RMS TO H-20 LOADING. REASIONS TYOBDRN,OE[A 0078B8 TRENCH DRAIN (Q R SIMILAR) 2 12/28/27 PER PEER REVIEW MEMO F2 ,IDS VS (98!) 864-8644 1 12/7/21 I PER PEER REVIEW MEMO JDS JDS SF.TDET No. 1 OF IfNO. DATE DESCMPPON EY CHK'D