HomeMy WebLinkAbout2022-04-05 Application WSP Plan 2/24/22 BENCHMARK CHART. L0T LNFORMA770N:
Tax MAP a4 Lora AL THIS LOT WAS CREATED PRIOR TO LEGEND:
8M # DESCRIPTION ELEV. N/F NCR H ANDOVFR COUNTRY CLUB OCTOBER 24, 1994. AUGUST 1963
EOP EDGE OF PAVEMENT
Q SMH RIM 94.46' ' ss.s AL EX. CONTOUR
e+xr B'T'H
ASSUMED DATUM
-�' E.0 SPOT GRADE
N25-33'10'W �yg7 03 60 W N2 "W
3 58'
BlT. 8l7TIM/NGUS
_ I
EX. 7REELINE
t s9,n 47x7 aaxe FIND j ae.5 -. rv'iv`!�
an7 87.9
Jllls- WETLAND RESOURCE AREA
LOT AREA - -
47,700 S.F.t _ _„. ---ZO 1A WETLAND FLAG NUMBER
FFE FIRST FLOOR&EVA 770M
SEWER MANHOLE
GAS MAIN
y3,n 9s�
SEWER MAIN
—W— WATER MAIN
NOS POP-UP
PROP. ORATNACE INFILTRATION r(�EIew95.T} Prop. a"NOS Pap-Up
FTEL4
Emitte
(7,5`x-4a-a')mm Emitter(0 EIcr94-0') SOILS INFORMATION:
TEST PIT WAS PERFORMED BY
o a ` 96x2 JOHN D. SULLIVAN ffl P.F.,C.S.E.
o o �1 r T s+,s ♦ 95.E ZONE ffi ON 1127122
Prof. Silt Pence
- '� 700' NON DISTURBANFF CE ZONE TEST PIT- TH-1
97i6 9 �. �_ Loa' ELEV.=96.4t
Prep. j Die. ND5
Area Drain TH-1 ,�- p"_g" HOR. A FSL 70 YR 3/3
Grote=s6.0' 1 ,r1 104. \ sa -)3 8"-30" HOR Bw Fa 10 YR 6/8
Inv, Out-93-5' E d� ,Sou \
- �Qp 1 30-84" C-LAYER SL 2.5 Y 5/4
canstruatren, ate'. •o./-,�, MOTTLES a 48"{ELEV=92.�4)
'-lq!+ �' _„._:�5 WA7FR WEEPING a NONE
AMOCO. 7360 SILT �„-. _....._.,, RD i 0: 96.5 Acaexs^,.
STOP(OR EQUAL) - '`. f 200, I 1 ,w ZONING INFORMATION:
�_7 I Fxe 10r.3'"1 x 9s ZONING DISTRICT: R1'
FLOWOD111 Y ! Porch o 1 sa.s NO Q` WIIN WATERSHED DISTRICT
( a; l61Tfr �� w ,w z MIN. BLDG. SETBACKS:
37
w0oo POST - _.. 1 1 wL BRACE a Ro a�.3 o� FRONT : 30 FEET
i 66a f E R tiPa'to', SIDE : 3O FEET
fcotprr8'i LFechti YI+ r °� � 0
I (4 s5 '- o �' REAR : 30 FEET
tP ` (99x5) Structure r', as O ASSESSOR REFERENCE.
PLAN VIEW - to T t \ 1 G
STAKES ¢cis 0 1 Ex. Bit. Cones ASSESSOR MAP 64 PARCEL 46
WOOD a �^ FFE=r07.3' -I z'
' + ,'; Orveway OWNER/APPLICANT-•
AuoCo. LOBO 51Lr WS ' G ROBERT& GENA HATCH
STOP (OR EQUAL),
Z Ex Waikway 229 BRENTWOOD CIRCLE
3-s'ri9DE NORTH ANDOVER, MA 01845
rLow 1 9 96x2 DEED REFERENCE.
-•o.-. '- o:: p.''o: 99.0 .r/ o W BOOK: 14809 PAGE': 326
C TRENCH // Vo-:- -pa: 1 9n.n iPs 6,
WITH BACKFI ; -. - _
IN PLACE .',s :'. '.- 9 1 \ Ores L f, 9a
ms
CROSS SECTION
95.5
EROSION CONTROL. BARRIER \.
NOT TO SCALE
BBxB 1
DEED RESTRlC770NS: -\ 9e.7 9,
7HE ONLY FERTILIZERS ALLOWED FOR USE ON THIS PROPERTY - __ { 1 7recrne `�•1
SHALL BE ORGANIC OR SLOW-RELEASE NITROGEN,PHOSPHORUS f
FREE PRODUCT. '
NON--ORGANIC PESTICIDES AND HERBICIDES USE IS PROH1917E0.
THE USE OF COAL TAR-BASED PAVEMENT SEALANTS IS PROHIBITER 141'4( 1 '"o o\ y60 95.9
THESE STATEMENTS SHALL APPEAR AS A DEEDn �-
RESTRICITON TO RUN WTH THE TITLE,
N07 5-
I. THE TaPDGRAPHY, S77E DETAIL Cr SURFACE JMPROYEMEN75 DEPICTED
HEREON WERE OBTAINED FROM A PARTIAL F7ELA SURVEY CLTNDUC7FD ON
AUGUST 4, 2027&Y SULLfVAN ENGINEERING CROUP,LLC }I
2. THE LOCA770N OF ALL UNDERGROUND U71LI77ES SHOWN ARE APPROXTMA7E
AND ARE BASED UPON A PARTIAL RELO SUREY AND COMPILA77ON OF 97,a `• 97>Q s
PLANS OF RECORD. THE DESIGN CN&NEER DOES NOT WARRANTY NOR
GUARANTEE THE LOCA770N CF ALL UPLI77ES DEPIC7E0 OR NOT DEPICTED,
THE CONTRACTOR, PRIOR 7D COMMENCEMENT OF CONS7RUC7r0N, SHALL I Mi 8ulding 5eth
VERIFY 7HE 40CA77ON OF ALL UALRIE.S AND CONTACT 010 SAFE AT WS a�,-
1-888-3a4-72J3- 95 7
-11 THIS PLAN DOES NOT SHOW ANY UNRECORDED OR UNWRITTEN EASEMENTS \ / '� 7
WHICH MAY EXIST'. A REASONABLE AND DILIGENT ATTEMPT HAS BEEN MADE
7b OBSERVE ANY APPARENT, wSWLE USES OF THE LAND: HOWEVER, 7HIS
DOES NOT CONSTITUTE A GUARANTEE 7NAT NO SUCH EASE EA MS EWS7:
4, THE ELLFVA77ONS DEPICTED HEREON HERE BASED UPON AN ASSUMED DA7UM.
95xh
7
5. 7HE LOCUS PROPERTY IS NOT LOCA7ED MTH14V A FLOOD ZONE AS DEPICTED 9s.s S25'05t93"E
ON 7NE LATEST F2000 INSURANCE RATE MAP, e7.3L 7T7.4 - asT 96.5
FINISHED GRADE F7L7ER FABRIC MIRAP 24ON TO F4
ENCLOSE TOP&SIDEWALI--ARF4S �
INLET PIPE ~ -•
♦ SS
UL 7EC CONTACTOR 7COHD- 9 n Ed e;of Paveme t �� 9a,o 9aa
g^M+7 HEAVY DUTY UNIT a325'NON-DISGHARCE ZONE 9 ssxz -�- R 94.46'
3"OF 3/4" Q; Q' -(b _CiElg 8"SewerMain a"Sewer Main
WASHED srONE �o — — -- TOP Fc = 96.a4" WATERSHED INFORMA7701V;
p BRENTWOOD CIRCLE
8°8 °° mg a !N/ EL c 95.SD' THE ENTRE L07 IS LOCATED WITHIN
3/4" TO 1 1/2" N °p o� O O �w �o - W^ .�— — —W THE NON-DISCHARGE ZONE
WASHED STONE r ea BOTTOM UNIT- 95,00' SCA LE'1"»20'
�a�o 20 a'ar r f/8"WASHED MS W STONE FEET
NATM o-umz BOTTOM STONE= 94.50' 20 0 70 20 40
2 0.5' JNFILTRATTOM FIELD: 7.5'x 46.0'
� 0-5'M!
N PROWDE MINIMUM 2 FOOT SEPARA7TON
ES77MATED SEASONAL ELEV=92-4' SEWEE-DV THE BOTTOM OF THE CRUSHED STONE BEDDING
HIGH GROUNDWA7FR TABLE ti AND 7HE SEASONAL HIGH GROUNDWATER TABLE 229 BRENT'WOOD CIRCLE
SUBSURFACE INFILTRATION SYSTEM .—..-CROSS SECTION 0f PLOT PI" OF I,OM
(NOT TO SCALE) LOCATED fN
HVLV$FCx2 2 UNITS/ROW . NORTH ANDOVER, MASSACHUSETTS
0 s TYP w (ESSEX COUNTY --� NORTIM" DISTRICT)
cuLrEc cDNracTCR toawD FREWED FOR
O q4*wDPE GENA HATCH
3s" OS
POPUSCALE: 1 = 2O' DATE- F'E`B 24,4"HDPE ROOF OR.MNSULLIVAN ENGINEERING GROUP, LLC
04
INR7L7RA77ON REW. Z5'x 46.0 W/72 UNITS P.D. BOX 2018
88
4A4 57 nE" SUBSURFACE INF1L TRA 770N SYSTEM I j��°"r,RPA �r �na>71) 4- 644
(NOT TO SCALE) SHEET No, I OF I