HomeMy WebLinkAbout2021/05/20 - Plot Plan of Land - 325 Johnson Street LEGEND: ZONING: EX. GROSS FLOOR AREA: IMPERVIOUS AREA INCREASE/MITIGATION: DEED RESTRICTIONS:
ZONING DISTRICT R3*
?9f TWO FOOT CONTOUR *WATERSHED PROTECTION DISTRICT TOTAL FINISHED AREA:2,034 S.F. THE ONLY FERTILIZERS ALLOWED FOR USE ON THIS PROPERTY
SOURCE:TOWN OF NORTH ANDOVER PROP.DETACHED GARAGE:720 S.F. SHALL BE ORGANIC OR SLOW—RELEASE NITROGEN,PHOSPHORUS
1JTx00 SPOT GRADE ASSESSOR FIELD CARD ROOF AREA TO BE RECHARGED:720 S.F. FREE PRODUCT.
WATERSHED INFORMATION: NON—ORGANIC PESTICIDES AND HERBICIDES USE IS PROHIBITED.
0 DECIDUOUS TREE(>6"DIA.) THE ENTIRE LOT IS LOCATED WITHIN THE USE OF COAL TAR—BASED PAVEMENT SEALANTS IS PROHIBITED.
THE NON—DISCHARGE ZONE. THAN UNDER SECTION 195.4 2.G OF THE ZONING BYLAW THE CONSTRUCTION OF AN ACCESSORY
STRUCTURE BY LESS THAN 50%OF THE GROSS FLOOR AREA IF THE EXISTING PRIMARY STRUCTURE
B/T BITUMINOUS IS LESS THAN 2,500 SF AND THE PRIMARY STRUCTURE WILL BE CONNECTED TO MUNCIPAL THESE STATEMENTS SHALL APPEAR AS A DEED
SEWER UPON COMPLETION OF THE PROJECT. RESTRICTION TO RUN WITH THE TITLE.
CONC. CONCRETE
BVW BORDERING VEGETATED WETLAND EX.PRIMARY STRUCTURE GFA:2,034 S.F
MAX.ALLOWED ACCESSORY STRUCTURE:50%OF 2,034 SF OR 1,017 SF
IAA WETLAND FLAG PROP.ACCESSORY GARAGE FOOTPRINT:720 SF<1,017 SF(OK MEETS CRITERIA FOR SPECIAL PERMIT)
IL WETLAND RESOURCE AREA
�C
PRD PROP.ROOF DRAIN(4"HOPE S=19)
TREE TO BE REMOVED
TAX 98A LOT 103 8'14"w j
N ROAD N310
(100) PROPOSED CONTOUR N/F/F PAUL AUL D 10
OUCETTE 9.18 4'
30.2
33.95' I
y D
/ 26.00' Z
D Cn z
24"of 1 112"Washed CAST IRON FRAME AND COVER. / 0 rn n
N
1"TAPER COVER TO BE 24"ROUND(SOLID) CA RI 03
O OJ JO
FILTER FABRIC N o
Crushed Stone to be
placed on each side ` 46L, o w
_______________ __ __ /___ __ ___ N m
_ 1
o I CCr C4'TZIP
C,r< a. O0O 0OO 00, OO 0 r
'DIA INLET
0 ELEV-256.3'
TAX 98 A LOT 470
O (00 AS O %F AMSKE A N
0 0 O o
1SHEA
`NW
! ,
h0. �
—
/rLnj
6"OF COMPACTED 1 1/2'"CRUSHED STONE 'ELEV=253.8' irk, Q N M'
3' DRAINAGE HOLES 4"TO 2 1/2'DIA TAPER ,^^ _ _/ N,
WEIGHT SECTION VIEW 2'MIN. a ��
ITEM NO.DW—JDW STANDARD 5,650 �b 4
DRYWELL DIMENSIONS(NOT INCLUDING SURROUNDING STONE) /
5'-8"WIDE X 10'-6"LONG SEASONAL HIGH GROUNDWATER ELEVATION<=251.8'
DRAINAGE NOTES:
1) 1 1/2"WASHED CRUSHED STONE TO BE PLACED ON /
ALL SIDES OF THE DRYWELL.
2)FILTER FABRIC TO WRAP THE TOP AND SIDEWALL AREAS OF THE
FACILITY(DRYWELL AND CRUSHED STONE AREA). �• 5
SOILS INFORMATION: 3) MINIMUM 2 FOOT VERTICAL SEPARATION BETWEEN BOTTOM 9 k�ti
TEST PIT WAS PERFORMED BY OF DRYWELL AND GROUNDWATER TABLE(IF ENCOUNTERED)
JOHN D.SULLIVAN Ill,P.E.,C.S.E. 4) THE HORIZON A,&HORIZON B LAYER SHALL BE
EXCAVATED AND REMOVED FROM THE ENTIRE DRAINAGE FACILITY
ON 111212021 AREA LIMITS AND REPLACED WITH CLEAN SEPTIC SAND.
TEST PIT'TH-1 5) ACCESS MANHOLE SHALL BE PLACED WITHIN 12"OF FINISH GRADE.
ELEV.=258.0'-t
0"-7" HOR.A FSL 10 YR 3/3 1000 GALLON
7"-22" HOR Bw FSL 10 YR 6/8 DRY WELL
22"-98"C—LAYER SL 2.5 Y 5/4 w
MOTTLES®NONE JUMBO (H-10)
WATER WEEPING®74"(ELEV=251.8) N.T.S.
z
N Co
DRAINAGE EASEMENT o��
Lc N
�W
M
NOTES: LOT AREA
1.THE TOPOGRAPHY,SITE DETAIL&SURFACE IMPROVEMENTS DEPICTED 85,480 S.F.f
HEREON WERE OBTAINED FROM A PARTIAL FIELD SURVEY CONDUCTED ON Pond
JAN.12,2021 BY SULLIVAN ENGINEERING GROUP,LLC.
2.THE LOCUS PROPERTY DEPICTED IS LOCATED IN ZONING DISTRICT R3. ,�
Ex.24"RCP 4A Edge of Water
J.THE LOCA77ON OF ALL UNDERGROUND UTILITIES SHOWN ARE APPROXIMATE Drain Pipe Au
AND ARE BASED UPON A PARTIAL FIELD SURVEY AND COMPILATION OF Bank 1A
PLANS OF RECORD.THE DESIGN ENGINEER DOES NOT WARRANTY NOR 1B
GUARANTEE THE LOCATION OF ALL UTILITIES DEPICTED OR NOT DEPICTED.
THE VERIFYTHEALOCATIONIOR TO ALLCOMMTIESEANDT CONTACT DIG SAFE
ALL
FE AT 28 3A C;'I
1-888-344-7233. S35 53'E —
200.2B
4.THIS PLAN DOES NOT SHOW ANY UNRECORDED OR UNWRITTEN EASEMENTS o�
WHICH MAY EXIST.A REASONABLE AND DILIGENT ATTEMPT HAS BEEN MADETO OBSERVE ANY APPARENT,VISIBLE USES OF THE LAND;HOWEVER,THIS —
DOES NOT CONSTITUTE A GUARANTEE THAT NO SUCH EASEMENTS EXIST
3B � �L g0,} EX.STONE PATIO
5.THE ELEVATIONS DEPICTED HEREON WERE BASED UPON DATUM ON TOWN SEWER PLANS. /
6. THE LOCUS PROPERTY IS NOT LOCATED WITHIN A FLOOD ZONE AS DEPICTED ON THE \ I Ex.
LATEST FLOOD INSURANCE RATE MAP. i Deck BUFOEBVZ``
— ZONE
O h o
Vj h m j ——— PROP.12"DIA.STAKED
N p __o++ 30" MULCH SOXX(TYP)
Q7
4B = I�`�u y Ir,;S:;n pG�f'�,`T2s ` I
2 •ruw7r y
PROP.5'x8'CONC.
2
O / / 2/ I y - PAD FOR HEAT PUMP
PROP.5'x8'CONC.
h\ 762A ��, / PAD FOR GENERATOR
01BUFFERZONE
D STURBANGE
100 NON
2811� 5B
Ca c�, G'o�e
// ODUU EXISTING CESSPOOL TO BE
\ 4 / DECOMMISSIONED. OWNER
3 g 6B 12 / 26p,) 1 'OS / I TO OBTAIN PERMIT FROM
NO SOIL STOCKPILING ONSITE. O. / / / 10"k 7 BOH TO PUMP TANK,
EXCESS EXCAVATED SOIL TO Ia0^ Q = 12" \ /r� '" �y;;,;Jy;r / ,/f' ,o S2J [ d� CRUSH AND FILL VOID
BE TRUCKED OFF—SITE. / O �- Prop.gavel Rp �I �'° i"�28,. I IM TH CLEAN SAND.
oivewe 2
,w> xponsior
rr O��' ACV 1'" I PG
�, PROP.BOULDER RET.WALL
� Pc
—24
$ .
� g �
\� \ arin \�o.Q o /
pQ'im Q / PROP.8'SDR 35 PVC
PROP.12"DIA.STAKED '7B /.1:'c�;v 19a.x \QQ2Cc,oQ.y� ati at \I/
SEWER SERVICE
MULCH SOXX(TYP) I8' //`" / 0 �- L=145'S=2%MIN. tx
y / o / P� WATERSHED SPECIAL PERMIT
12" B �o Q r,c /�f4"
,. /78"� 6" TOWN OF NORTH ANDOVER
PROP.1,000 GALLON CONC. I ♦\ s PLANNING BOARD
\ \
SHEA CONC.DRYWELL W/ �...,, I\ al'ud'rx•r2 �"' �\8 "\18" \
24'OF CRUSHED STONE I I \
SURROUNDING. a 74 6" \ / \y 20%
m I 16 14"/ \ O F 20\/� " "Y(�
9B /�z��:r Al' 10.. \I \.'88�'j�,J /'.,'j4 I f'\ \
DH Fnd 8' I !f'�-./ �X 16" ,! TAX 97 LOT 91
8'$$44......«\12,"��-" I \ \ N/F ELSE SALISBURY
/ 76.9' \ \
TAX 98A LOT 113 12"
f/365 JOHNSON STREET
N/F CHARLES JOHNSON x I 20
1/\� 14" � t� 4,j
N
�O^O' m o I� ( ) \ �' \ / '`�Gr PROP.GAS SERVICE
PROP.12"DIA.STAKED ti_ (PG)TO HOUSE.
MU CH SOXX TYP
I \ 20" ma / DATE:
35.70' ` \ 6" 0 m o
DH Fn3 6" 155. T�28'p......
/ rsrra„v 1p' ;.r y78 S23'42'47' _. CEd.
" ,� \ X.6"PVC SEWER LATERAL
L
Steel Guardrail \ FOR#325 JOHNSON STREET
\ RECORD OWNER:
Edge of Pavement'r!"rxtr ^„�yu��,
4"G—.—.—.— ?b?'TJ Edge of Pavement 9v:t,rris ASSESSOR'S MAP 97 LOT 72
—-—-—.—.—.—4"G KEVIN&ALISON SPARKS
S 8"PVC Sewer Main —S=O.a09' 325 JOHNSON STREET
R=251.76' �—S=0.007' NORTH ANDOVER,MA 01845
24,.68' JOHNSON STREET IR--2432
33' 8 PVC Sewer Main —DEED BOOK 2986,PAGE No.316
GRAPHIC SCALE 325 JOHNSON STREET
SCALE:1"=20' PLOT PLAN OF LAND
FEET waF LOCATED IN
20 0 10 20 40 80 THE LOCATION OF ALL UNDERGROUND UTILITIES SHOWN ARE APPROXIMATE
AND ARE BASED UPON A PARTIAL FIELD SURVEY AND COMPILATION OF n NORTH ANDOVER MASSACHUSETTS
PLANS OF RECORD.THE DESIGN ENGINEER DOES NOT WARRANTY DINL. l
NOR GUARANTEE THE LOCATION OF ALL UTILITIES DEPICTED OR NOT No.41586 (ESSEX COUNTY)
DEPICSSHALLTED.THE VERIFY THOENLOCATION OF OR ALL UTILITIES
LOM SENCEMENT OF AND CONTACT DIG SAFEION, 4'r?,S G,T
AT 1-888-344-7233. S1O AL PREPARED FOR
L 0 T CREA TION KEVIN&ALISON SPARKS
THIS LOT WAS CREATED PRIOR TO OCT.24,1994 ALL UNDERGROUND UTILITY DATA REPRESENTS RECORD SCALE: 1"=20' DATE.'MAY 20, 2021
INFORMATION RECOVERED THROUGH RESEARCH WITHOUT ` PREPARED BY
TEMPORARY BENCHMARK CHART- SURFACE DEMARCATION NOR SUBSURFACE VERIFICATION. �� SULLIVAN ENGINEERING GROUP, LLC
IBM# DESCRIPTION ELEV. VYffi P.O.BOX 2004
REVISIONS WOBURN,MA 01888
Q SMH RIM 251.76'* (781)854-8644
*TAKEN FROM SEWER AS—BUILT PLAN ON FILE W/DPW SHEET No. 1 OF 1
N0. DATE DESCRIPTION BY CHK'D