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HomeMy WebLinkAbout2022-01-04 WSP Application - Plot Plan of Land LEGEND. ZONING; EX. GROSS FLOOR AREA: RECORD OWNER: DEO RE5.7RICT70NS: ZONING DISTRICT-R3- -246— TWO FOOT CONTOUR •WATERSHED PROTEC770M DISTRICT TOTAL FINISHED AREA:3,482 IF, ASSE$SGY'5 MAP 97 LOT 77 THE ONLY FERTILIZERS ALLOWED FOR USE ON THIS PROPERTY SOUR{:TOW OF NORTH ANDOVER SEAM DELANEY&LAUREN DELANEY SHALL BE ORGANIC OR SLOW-RELEASE NITROGEN,PHOSPHORUS saxDQ SPOT GRADE ASSESSOR HOUSE SSETCH 33 APFLEDORE LANE FREE PRCDVC7. Off_AlZR_SHQ WjEORMA 770M., NORTH ANDOVER.MA 01845 NON-ORGANIC PESTICIDES AND HERBICIDES USE IS PROHIBITED- DEGIDUOUS TREE(>8"DfA.) THE ENTIRE LOT IS LOCATED WITHIN PROP. GROSS FLOOR AREA: -DEED BOW 129aZ PAGE Na 208 THE USE OF COAL TAR-BASED PAVEMENT SEALANTS IS PROHIBITED. BIT BITUMINOUS THE NON-DISCHARGE ZONE TOTAL FINISHED AREA &C 4,199 THESE STATEMENTS SHALL APPEAR AS A DEED LONG CONCRETE SOURCE;ARCHITECTURAL PLANSWITH FOR ADOMON(S) RESTRICTION TO RUN THE TITLE BVW BORDERNG VEGE7ATED WETLAND IAC�;-- hEMAND FLAG AL 15E7LAND RESOURCE AREA fNCREASE IN IMPERVIOUS AREAS.' RD PROP ROOF ORAIN(4'HOPE S-IV SOILS INFORMA TION. PROP.12'x 24?ADDITION: Zee SF 1E57 P!T WAS PERFORMED BY 7HE LCCA770I OF ALL 11ND0?GRCU0 UrU77E5 SHOWN ARE APPROXIMATE PROP,ASPHALT DRIVEWAY: 1.5T2 SF. —(Ica)— PROP=CONTOUR JOHN D. SULLIVAN N, AE.,C.SSE AND ARE BASED UPON A PARTIAL RaC SURVEY AND CCMPXA770M OF REMOVAL OF CDNG POOL PATIQ -2D2 3F. PLANS OF RECORD. THE DESTCN ENGINEER DO'S NOT WARRANTY ON T D/4/2021 NOR GUARANTEE WE LOC477ON OF ALL U7TLITIES DEPICTED OR NOT 1- 7H-1 0 S02 TESTHOLE LEST PIT TH-1 DEPICTED. THE CONTRAC7OR,PRIOR TO COMMENCEMENT OF CONSIRUCRON, TDTAL: 1.553 S.F. ELEV.=94.5' SHALL VERIFY THE LOCA770M OF ALL 071LMW AND CONTACT DIG SAFE 0"-7- NOR A FSL 10 YR 3/3 AT 1-688-344-7Z'.3: t 7*-22" HOR 8w FSL 10 YR 6/8 ti PROP. ORAINAGE M177GA77OAI 22'-96- !!LAYER IS 25 Y 5/4 / 7 MOTTLES a NONE POR71ON OF HOUSE AND AODIRON ROOF: 124 SF. WA7ER WET=PINC 0 NONE PORTION OF DRIVEWAY EXPANSION: 1,oW IF. TOTAL- 1,932 IF. t 0 MULCH SOXX(12" PIA.) I f N/F•mlwv p rl - S80Z2�E FLOW 159-E3' 1-1"x 1•x 48'OAK STAKES PER 5 / OR EQUIVALENT SIZE SAPLINGS FLOW 0 SILT FENCE 1"x 1"OAK STAKES /• D PROP,Z-1,000 GA"CN ' OONC DF'YNEIi(H-20 2- 1"z 1" x 48"OAK STAKES PER BALE(MIN.) LOT AREA RATED)W/36�CRUSHED ._PLAN [ ) - 39.042 S.F.t STONE SURROUN nNO. OR EQUIVALENT SIZE SAPLINGS SILT PENCE(EMBEDDED IN GROUND) ? TOO2 SF.0.°GONG PATIO o m Prof•T2'QIo.Sicked MULCH SOxx(12'CIA.) I > a 1 NEW DE DITIOVLD o i Mulch Sao (7yp) K O 824 IF�ROOFED NEW ADDITION � I 3" GROUNDAREAAND PIPED 70 DDR1WDL } FLOW x $� %0 �} r �a oeb % �a ".C.P.C°a 9— .1 srt w--ay edg. t o Ex- Y-0•NW. p°d _ omKratclnlnq+mll par EROSION CONTROL DETAI: 11 (nh$gta al a z wall<A f loott G1gr,) 700 M07 NON-- BUFFER ZONE es. a./o 0 oea Ty OppO 4 p l __ ftp.BIL Caro. Drlwvvy Expa,aion / SPT"6° _ 0 garage Gay / LOT CREATION 0-- �d�a � n.. THIS LOT WAS CREATED PRIOR TO OCT.24,1994(MARCH 30,IM6 1 .� Ce a / TEMPORARY BENCHMARK CHART- %^k 1/ � i a �N =Too,°Pe • �1� >H�eo - rd 1w, °ilda 18M DFSCRIP77ON j ISLE+/. I LO SNIP f7R57 FLOOR=A 77GN f00.00' l FNd`a 5 1. _ •ASSUMED DATUM Wd Prop.7rw�h Oraln\ - 1 } DA Gy shT 4 a awaL � � 1 � Grata�g53' 1 I } } lnv.�ggr7 Ex WauMm. } 1 30" of 1 1/2" Washed CAST IRON FRAME AND COVER. I' TAPER COVER TO BE 24 ROUND(SOLID) Stone t° be Crushed S FILTER FPBWC placed on each side f° ----_----------_59•7- -- ---- _ -- --Jo l a a AID ' DIA INLET m m I °O 0 .0 0 0 ELEV=93.1Y , Va% E°°° 0 © © 0 001 \ t 1 4 as \I ( a° _ ® °a 1 R}8040a' oQa 0 ©SHEA p°°i ` is -s` 'm L�ias: a ° ELEV=91.0' , ~ ,ate I ws 1 B OF COMPACTED 1 7/2'CRUSHED STONE I ELEV 90.5' IIRASNAGE HOLES 4' TO 2 1/2' IIIA TAPER WEIGHT SECTION VIEW ITEM NO. OW-.IOWH H-20 71OC o� FND ORYWELL DIMENSIONS(NOT INCLUDWG SURROUNDWC STONE) ,,,,•,,,.,,_� � t 5 a'WTQE X TC-S'LONG SEASONAL HIGH GROUNDWATER ELEVATION<=86.5' .�, a'ro R=20.00' a L=19.47' DRAINAGE NOTES. $ rA 7) T T/2"WASHED CRUSHED STONE TO BE PEALED ON ?�yy$ ALL SIDES OF THE DRYNELL cc�� 2) FILTER FABRIC TO WRAP THE TOP AND SIDEWALL AREAS OF THE FACILITY(DRYKU AND CRUSHED STONE AREA), 3) MINIMUM 2 FOOT VEImAL SFPARA770M BETWEEN BOTTOM ® APPLEDORE OF ORYWELL AND GROUNDWATEa?TABLE(IF ENCOUNTERED) 4) THE HORIZON A.&HORIZON B LAYER SHALL BE LANE ET(CAVATEO AND RDIOVED FROM THE ENTIRE DRAINAGE FACILITY AREA LIMITS AND REPLACED WITH CLEAN SEPTIC SAND. 5) ACCESS MANHOLE SHALL BE PLACED NITHIN 12'OF FINISH GRADE. 1000 CALLON DRY WELL ,JUMBO (H-20) N.T.S. GRAPHIC SCALE SCALE.,?-20' B'X3' RA R GRATIN)=i FEET 20 0 TO 2D 4D $D OF OF � 3'—1 1/ � $ Fes. 6'-3"--- � 93E115 8 i/2" NOTES. No 9W PLAN VIEW 1. THE ONTOPOGRAPHYE OBTAINED INE DFRO &SURFACE IMPROVEMENTS DEPlC7A7 HEREON WERE OBTAINED FROM A PARTIAL AMID SUBLET'CONDUCTED ON AUG 28,2021 BY SULUVAN ENGINEERING GROUP,LLC (Oi1 6,D � 2 7HE LOCUS PROPERTY DEPICTED IS LOCATED IN ZONING DISTRICT R.E 33 A.PPLED ORE LANE 3. THE LOCATION OrALL UNDLFGROUND U7TL77ES SHOW ARE APPROXIMATE AND ARE BASED UPON A PARTIAL FIELD SURVEY AND CUIPX A77W OF PLOT PLAN OF LAND T RAhS DF RECORD- THE OMON ENGINEER DOES NOT WAAWITY NOR t GUARANTEE THE LOCATION OF ALL U77U77ES DEFY=OR NOT DEPICTED LOCATED IN THE CONTRACTOR,PRIOR TD GUPUTIE AAA DF CDN57RC SAE,SHALL NORTH ANDOVER MASSACHUSE'TTS 1-4' �'��z�aTTIerI OF ALL unLmEs AND cONsacr Drc SAFE AT (ES= COUNTY) 4. THIS PLAN DOES NOT SNOW ANY LPIRECORDED OR UNWRITTEN E45FMEN75 SIDE SECTION VIEW END SECTION VIEW ro'OB� ,Y�' �BZu.5DM5CPT£ ro-no SrMV mASE PREPARED FOR NOTES. DOES NOT CCNS77nnE'A aimm E7_THAT NO sucH EASEMENTS EJGST SEAM DELAJeY i. CONCRETE 4,000 PSI MINIMUM AFTER 28 DAYS- EI THE EVAWONS DEPIC70 HEREON ME SA RE RA VFW AN ASSUMET)DATUM. SCALE`. f 20' DATE:• SEPT. 26, 2021 2.AVAILABLE IN 3'AND 6' SECTIONS- & 7HE�IDOD ��RR LOCATE TED WHIN A FLOOD ZONE AS DEFIC7ED ON THE PREPARED BY T/� 3. AVAILABLE IN ENO OR MIDDLE SECTIONS. ITEM NO. M-TA6 6'SECTION SULLIVAN ENGINEERING GROUP, LLL. M-T713 3'SECTION P.O. BOX 2004 4. CONFORMS 70 H-20 LOADING,- REVISIONS WOBURN, VA 0188E TRENCH DRAIN {O R SIMILAR) SHEET No. 1 OFF 1 BI,854-$B44 NO. DATE DESCRIPTION BY CHKD