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HomeMy WebLinkAbout2022-04-05 Plot Plan of Land 6/1/22 3" 4" op-up Drainage Emitter MAMIXACTiJRF.R XDS TAX MAP 64 LOT 6 LOT INFORMATION: LEGEND: GREAT POND ROAD s•i ® ®®®�� NORTH ANDOVER COUNTRY CLUB THIS LOT WAS CREATED PRIOR TO FOP EDGE OF PAVEMENT AL oC70BER 24, 7994. AUGUST 1963 °m '"D 9•mE*Goh` oMe4'ImE,d 3114 �'^•�---� EX. CONTOUR iv.• ':`. ' FcazrclreeryeLea€sna a °a°w� Bvw WATERSHED INFORMATION: ir Orm "'mm �rr91r a nse�o Bvw s dmmmaaracea r THE ENTIRE LOT IS LOCATED WTHiN 96x7 EX. SPOT GRADE D4 2O N25'34'40'W THE NON--DISCHARGE ZONE. N2533'10"W BVW N3713.50 30.58' BIT. 217UMINOUS 132-95' r��+v-� EX TREELINE aoxi ate\ a7.7 87.3 ae.s FND lr. WETLAND RESOURCE AREA LOT AREA --------- 90 Wxs 47,700 S F± v 1A WETLAND FLAG NUMBER FTE FIRST FLOOR EL.EVA77ON . — . —...» . """»" . — _ - — - _ © SEWER MANHOLE —0 — GAS MAIN aa¢ asxl asc 92 02.7 � —S — SEWER MAIN ao —w— WATER MAIN RRQIP. DRAINAGE INFILTRATION s ——— — FIELD--f74'x 46.0') Prop.14'NOS Pop-UP TREE TO BF REMOVED Z��, g4 ° � �`�-- Emitter(®Ele-95.7'} n \ 9 1 SOILS INFORMA170N: Goya 1Y�i ae� \ aaxr \ sir TEST PIT WAS PERFORMED BY 51LT FENCE=b IT DE 1DO-EIvW Bum CE ZONE JOHN D. SULLIVAN Ill, P.E.,C.S.E. 97.0 DISTURBANCE \ -"'~100' NON-DISTURB ON 1127122 TEST PIT.' TH-1 Provide 12"Staked Mulch TTH-1f 95xe r Ni• �� Soy partially surrounding G'EL-E8='=964f �f gs} au a 8a11 stockpile area as extra-)3 8"-30' HORZ A FSL 10 YR 3/3 SILT FENCE-LIMIT OF r Pr Slit Fence T "yr \Sf � protection- lit HOF Sw FSL 10 YR 618 DISTURBANCE 12" e o 4. ss v\� _ 30'--84" C—LAYER SL 2.5 Y 51-4 AMOCO.1360 SILT g- ———--— 20, RD / "- 90.5 ctbn1� ' —�g4 MOTTLES 48"(ELEV=924) STOP (OR EQUAL) SILT FENCE=LIMIT OF f O WATER WEEPING ®NONE 97a7 �FFE TQT.3'- Q 'Prop' 2 G n. Aaaess So, Z DISTURBANCE FLOW j Ex v 0 1 Porch 9 ZONING INFORMA TION: -�.4' )` y :'. e-n Q 96xe 1 �+ o r ADD, � s) t o o� ZONING DISTRICT: RI* f ° 97x5 z * W/1N WATERSHED DISTRICT WOOD POST — —ru -.-,, 4 RD s i o MIN. BLDG. SETBACKS: 1 a 720 _.-`Eic��2aaF•F Prop. Cane. Ed in o I m •� 98" x Wofaotpr7 :•:J?e'aTraage;Ar1ra-to-:f on each srdc of v,/ r o~`~. j FRONT: 30 FEET + f•'•.•' ('4'23'a7 Roofed a ll 1r ss ..ex•z_9tnry. _� j Balw�ead SIDE : 30 FEET PLAN VIEW s W (99 Strut ... Nta 0 as `ory 6.2 ^oi Q REAR : 30 rFF7 WOOD STAKES re s 3�. — FFE 70T,3' -, 1 EX. Bit. Cana. �� Z ASSESSOR REFERENCE 7.7 O.0 1 No 1 ; Driveway ASSESSOR MAP 64 PARCEL 46 o, AMOCO,13BO SILT 2 Ws I -C 0WNERZAPPLICANT.• STOP (OR EQUAL). } Ez Walkwoy 3.5' MOE SILT fiEMCE=LIMIT OP ss■4 - \I I ROBERT& GENA HATCH FLow DISTURBANCE etl / r 229 BRENTWOOD CIRCLE NORTH ANDOVER, MA 01845 �:• •fl-od s9,m / f4t' DEED REFERENCE:' W1h! BACKFILL o V= - f'4.• 1 9ax0 // ' �/ @sa �� IN PLACE BOOK: 14809 PAGE: 326 CROSS SECTION EROSION CONTROL BARRIER 1. I ' NOT TO SCALE 1 t - R 7RIC N : THE ONLY FERTILIZERS ALLOWED FOR USE ON THIS PROPERTY i \ p� \ a SHALL BE ORGANIC OR SLOW-RELEASE NITROGEN, PHOSPHORUS k SS FREE PRODUCT ""—— -a— \————— 11 NON-ORGANIC PESTICIDES AND HERBICIDES USE IS PROHIBITED. SF' - v i THE USE OF COAL TAR-BASED PAVEMENT SEALANTS IS PROHIBITED. �a 9 A 9aY0 THESE STATEMENTS SHALL APPEAR AS A DEED RESTRICTION TO RUN WITH THE TITLE. te\1 �o£ \� m NOTES: 959 I Y. THE TOPOGRAAHY, SITE DETAIL g SURFACE IMPROVEMENTS DEPICTED I \ HEREON WERE OBTAINED FROM A PAR77AL FIELD SURVEY CONDUCTED ON AUGUST 4, 2021 BY SULLIVAN EWC1NEFRING GROUP, LLC. - 2 THE LOCA770M OF ALL UNDERCROUNO U77U17ES 5H0161I ARE APPROXIMATE 1 \ i If 97XZ 1 S AND ARE BASED UPON A PARTIAL PaD SURVEY AND COMPILA7701V OF 07.5 PLANS OF RECORD. 7HE'DS'S70f ENGINEER DOES NOT WARRANTY NOR GUARANTEE THE LOCA770AI OF ALL UTILITIES DEPICTED OR NOT DEPIC7Ep. \ I f 7H£CONTRACTOR, PRIOR TO CCMMENCEMENT OF CONSTRUCTION, SMALL Mi . L'9uilding Setback ne (Typ) VERIFY THE 40CA7701V OF ALL UTIURES AND CONTACT DIG SAFE AT W$ r-sea-,s4a-�z.� 6� 3. THIS PLAN DOES NOT SNOW ANY UNRECORDED OR UNWRITTEN EASEMENTS \ // % j s 7 ° 7 WHICH MAY EXIST. A REASONABLE AND DIUGENT ATTEMPT HAS BEEN MADE i 70 OBSERVE ANY APPARENT, W51SLE USES OF 7HE LAND, HCHm-W, 77-US DOES NOT CONSTTTU7E A GUARANTEE THAT NO SUCH EASEMENTS EXIST. w BB- �'~ 1�oj•1� f 4 THE ELEVAITONS DEPICTED HEREON WERE BASED UPON AN ASSUMED DATUM. & 7H1"40CU5 PROPERTY IS NOT LOCATED WITHIN A FLOOD ZONE AS DEPICTED 95.7 ON 7H1w LATEST FLOOD INSURANCE RA I.-MAP. '_`3 asYa S2�'O5 3"E �. L - —WS— I!T 7.4 a 9exs 1 FINISHED GRADE F7L7ER FABRIC MIRAF7 &—ON TO L �I —— 4 ENCLOSE TOP & SIDEWALCARSF WS INLET PIPE \ I—CUL= CCNTCTOR TODND an Edge/of Pavmna t 9 f R=94.46' r szx HEAVY DVTY UNIT (36"WxB.O'Lx12.5 3' OF 314' Q; O Q' Q3 _t15B e"Sewer Main .,� �Q 6'Server Main WASHED STONE TOP a = 96.04' `O i8oBpO �eo'o i INV. EL = 95.50' 32V NON-DISCHARGE ZONE'"""- BRENTWOOD CIRCLE 3/4" TO 1 7112" oq cg O n use i WASHED STONE , . �a BOTTOM UNIT= 95.00' BENCHMARK CHART SCALE:-1"=20' �o�e Soa e'OF 1 1/2'WASHED CRUSHED STONE BmDING2, n° NATIVE G_u_ z BOTTOM STONE= 9 ehf # DESCRIPTION ELEV FEET 20 0 10 20 40 4.50' 0.5 0.5'M! INFILTRATION FIELD: 7.5'x 46 0' AD SMH RIM 94.46, PROVIDE MINIMUM 2 FOOT SEPARA770H ESTIMATED SEASONAL ELEV-92 4' BETWEEN THE 80TTOM OF THE CRUSHED STONE BEDDING HIGH GROUNDWATER TABLE ti AND THE SEASONAL HIGH GROUNDWATER TABLE. *ASSUMED DATUM 2,09 BREYMOOD CIRCLE SUBSURFA CE INFIL TPA 7701V SYSTEM - CROSS SEC770N (NOT'TO SCALE) >3 OF PLOT PLANLOCATED OF LAND LOCATED IN HVLV SFCx2 2 UNITSIROW En NORTH ANDOVER, MASSACHUSETTS D.s'rrP. o CIVIL (ESSEX CQUNTY - NO•RTHERN DISTRICT) No.a186S cuLTEc CONTACTOR 1DDHD PREPARED FOR I� 36. 1 4"`MOPE 4"NOS L� GENA HATCH POP—UP SCALE: 1"-- 20' DATE: FEB. 24, 2022 4'HOPE ROOF DRAIN EMITTER PREPARED BY 7.5'— O ..ZYIOF SULLIVAN ENGINEERING CROUP, LLC INFILTRATION FIELD: Z5'x 46.0" W/12 UNITS j P.O. BOX 2004 �� 4"HDPE FIB 1POBLT1ih; MA 01888 WASHED S rNE" SUBSURFACE INFILTRATION SYSTEM (TYP) TO GRADE + i69Ts (7$Y} $S4-$$dd (NOT TO SCALE) REVISED: 3125/22, 31,31122 61112,Z