HomeMy WebLinkAbout2021/08/09 - Revised Plot Plan of Land - 325 Johnson Street LEGEND: ZONING: EX.GROSS FLOOR AREA: IMPERVIOUS AREA INCREASE/MITIGATION: DEED RESTRICTIONS:
ZONING DISTRICT:R3"
r I Two Foor coNrouR 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
Txva 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 15 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 507 OF THE GROSS FLOOR AREA IF THE EXISTING PRIMARY STRUCTURE
BIT 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
1A()--- WETLAND FLAG PROP.ACCESSORY GARAGE FOOTPRINT:720 SF<1,017 SF(OK...MEETS CRITERIA FOR SPECIAL PERMIT)
i WETLAND RESOURCE AREA Nq�N
�2
PRO PROP.ROOF DRAIN(4"HOPE S=19)
TREE TO BE REMOVED
TAX 98A LOT 103 'off j
% KIERNDOUCEETTE ROAD N3 �18 4'
(100) PROPOSED CONTOUR F PAUL I 9 _ 30.Z
33.95' I
y D
i 26.00 z
3a of 1 112"Washed CAST IRON FRAME AND COVER. I 0 N
1'TAPER COVER TO BE 24"ROUND(SOLID) / U) RI o oJ1 O W
Crushed Stone to be FILTER FABRIC
placed on each side o
— --------------- -- -- ------------- m
P
V M
I C7 C 7.. 41,Tzp m I
1 > 4 'DIA INLET h
C1 , O 0 O 0 1- ELEV=256.3' = I TTW
0 1'v o 0, O O O 0 1�11)01 TAX 98A LOT 47 -
1 AD
o��o 0 0 0 0 >0 1 N/F JAM S37 A KESHO AN \
N 1`1 OO OO OO o0 12-0'
1>"o�.. 0 0 0 OSHEA �i l �.� 5
1 c>'c> I
ELEV=254.3' \
C� 6"OF COMPACTED 1 112"CRUSHED STONE IELEV=253.8' irk. Q N N-1 N\ �`
3' DRAINAGE HOLES 4'TO 2 1/2'DIA TAPER
WEIGHT SECTION VIEW 2'MIN.
ITEM NO.DW-JDW STANDARD 1 5,650 ��^ Q
DRYWELL DIMENSIONS(NOT INCLUDING SURROUNDING STONE) 1, /
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
SOILS INFORMATION: FACILITY(DRYWELL AND CRUSHED STONE AREA).
3) MINIMUM 2 FOOT VERTICAL SEPARATION BETWEEN BOTTOM kk�
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" HOP.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) j
WATER WEEPING®74"(ELEV=251.8) N.T.S.
z
N�
DRAINAGE EASEMENT o
W N
�W
f�l
MULCH SOXX(12"DIA.)
LOT AREA
85,480 S.F.t
FLOW Pond
^'M
1-1"x 1"x 48"OAK STAKES PER 3' 1a
OR EQUIVALENT SIZE SAPLINGS Ex.24"RCP 4A Edge of Water
l� Drain Pipe
gook 1A
1B
1
2A LS2.
28r53„E
FLOW S35'OS'8
❑ SILT FENCE cF /"" 200
1"x 1"OAK STAKES
❑ 3B I —� EX.STONE PATIO
PLAN 2-1"x 1"x 48"OAK STAKES PER BALE(MIN.) —/ Ex,
OR EQUIVALENT SIZE SAPLINGS Deck 50'g SILT FENCE(EMBEDDED IN GROUND) \ BUFFS ZONE
MULCH SOXX(12"DIA.) o 4 �
m — PROP.12"DIA.STAKED
3 GROUND 30 MULCH SOXX(TYP)
/ 47 a rat>,n
L" �
FLOW 4a /�
/ a ` a
PROP.5'x8'CONC.
.� N N y� `SYo ,^ PAD FOR HEAT PUMP
/ PROP.5'x8'CONC.
/ 2
.. PAD FORZGENERATOR
v I / BUFFER ZONE
EROSION CONTROL DETAIL: a o� I / �' _,00 NON_DISTURgANCE
N.T.S. e _ / \ /
5B
m
' 14' vT /
EXISTING CESSPOOL TO BE
ti DECOMMISSIONED. OWNER
L O T CREATION S Q 6B 12 // 260 ' °S I I TO OBTAIN PERMIT FROM
NO SOIL STOCKPILING ONSITE. � 7 BOH TO PUMP TANK,
O p W /;t+-�,�� / z 26 / I L/ CRUSH AND FILL VOID
EXCESS EXCAVATED SOIL TO /I Q �' i s>��+ / p 2 10"
THIS LOT WAS CREATED PRIOR TO OCT.24,1994 BE TRUCKED OFF-SITE. I,�^ ` 12" Prop.'Gravel RpJ I I ' WITH CLEAN SAND.
p DrivewgY 28"
TEMPORARY BENCHMARK CHART �l / xP°n61V �`` "` PG
o.,o Q cm PROP.BOULDER RET.WALL
L=20'H=18"-24'
IBM# DESCRIPTION EL
EV PROP.12'DIA.STAKED / / ` 6 \Q B C��QQ m\ / I
PROP.6"SDR 35 PVC
�7B /�qa>.y `�- \ �VCw.Q c� s I/ SEWER SERVICE
Qj SMH RIM 251.76' 18 /) \1�/ 0 o Q"J \ L=145'S=2%MIN. �O.�
MULCH SOXX BACKED / / `�.O I �� ti6
W/STAKED SILT FENCE \ "�., \.t .�a \ / O/
*TAKEN FROM SEWER AS—BUILT PLAN ON FILE W/DPW 22 /o ^� / 6" •/ '' 6OJ �12"' �\ >jl
a .9, �^ WATERSHED SPECIAL PERMIT
12" a �e l `yam 6 / ;$"III6" I TOWN OF NORTH ANDOVER
PROP.1,000 GALLON CONC. I '!lR...+JJ' / PLANNING BOARD
SHEA CONC.DRYWELL W/ l\ t rX✓ \8
311"OF CRUSHED STONE \ 6" \ / I\d 20/'/SURROUNDING. 0 1 ?i,j
SPECIAL NOTE ON TREE REMOVAL: I 1s 14'1 \\ 20" /�\6„ s.
ri \/ \6„ / !
1) CONTRACTOR SHALL TIE COLORED RIBBON AROUND EACH TREE PROPOSED 9""a,,��^^I10' ,r / 1\ rnx s7 LOT s1
j /FOR REMOVAL PRIOR TO ANY WORK ONSITE AND PRIOR TO THE DH Fnd 8 / g•' / 16" \ N/F ELSIE SALISBURY
v
PRE-CONSTRUCTION MEETING WITH TOWN STAFF ONSITE. THIS IS TO BE ;�'`'� I, \12 76.9' \ \
DONE TO AVOID THE WRONG OR ADDITIONAL TREES BEING MISTAKENLY 12"fit,,,! � $
REMOVED. J,h� l
I
x �
& 14' o \ \\ \
TAX 98A LOT 113 0^'� a I \ \ 2 v \ ''.�, PROP.GAS SERVICE
#365 JOHNSON STREET ad a PROP.12"DIA.STAKED \ N Q / `"<.� (PG)TO HOUSE.
N/F CHARLES JOHNSON 69 a) o I�MULCH SOXX(TYP) \
o I \ 20" 1 mo / MINI-EXCAVATOR
BE USED IN EXCAVATICNEAND DATE:
\ ER
6"3 2
35.70' 6„ m o ,! FILLING OF UTILITY TRENCHES
DH Fn� 6" 155.28`o b...., ,
a o„ S23'42'47'T
EX.6"PVC SEWER LATERAL
FOR#325 JOHNSON STREET
Steel Guardrail �� \
\ RECORD OWNER:
Edge of Pavement 2!ii.t7 �;ir"'y
4"G— Edge of Pavement ASSESSOR'S MAP 97 LOT 72
— —"— — —4"G KEVIN&ALISON SPARKS
S 8"PVC Sewer Main 325 8 PVC Sewer 325 JOHNSON STREET
R=251.76' S —s=0.007' NORTH ANDOVER,MA 01845
252.28'
24,.68' JOHNSON STREET R 243.33' Main -DEED BOOK 2986,PAGE No.316
NOTES: 325 JOHNSON STREET
1.THE TOPOGRAPHY,SITE DETAIL&SURFACE IMPROVEMENTS DEPICTED GRAPHIC SCALE PLOT PLAN OF LAND
HEREON WERE OBTAINED FROM A PARTIAL FIELD SURVEY CONDUCTED ON SCALE.'1`20' kH OF'S
✓AN.12,2021 BY SULLIVAN ENGINEERING GROUP,LLC. LOCATED IN
2.THE LOCUS PROPERTY DEPICTED IS LOCATED IN ZONING DISTRICT R3. FEET 20 0 70 20 40 80 N �^cry NORTH ANDOVER' MASSACHUSETTS
CIVIL
J.THE LOCATION OF ALL UNDERGROUND UTILITIES SHOWN ARE APPROXIMATE ¢� Na.41686 (ESSEX COUNTY)
AND ARE BASED UPON A PARTIAL FIELD SURVEY AND COMPILATION OF 9pG1 T'EFy�WQ
PLANS OF RECORD.THE DESIGN ENGINEER DOES NOT WARRANTY NOR �......NAL�W� PREPARED FOR
GUARANTEE THE LOCATION OF ALL UTILITIES DEPICTED OR NOT DEPICTED.
THE CONTRACTOR,PRIOR TO COMMENCEMENT OF CONSTRUCTION,SHALL THE LOCATION OF ALL UNDERGROUND UTILITIES SHOWN ARE APPROXIMATE KEVIN&ALISON SPARKS
VERIFY THE LOCATION OF ALL UTILITIES AND CONTACT DIG SAFE AT AND ARE BASED UPON A PARTIAL FIELD SURVEY AND COMPILATION OF
1-888-344-7233. PLANS OF RECORD,THE DESIGN ENGINEER DOES NOT WARRANTY �WfbfA�;, SCALE: 1��=20' DATE:MAY 20, 2021
4.THIS PLAN DOES NOT SHOW ANY UNRECORDED OR UNWRITTEN EASEMENTS NOR GUARANTEE THE LOCATION OF ALL UT/LIT/ES DEPICTED OR NOT 'w,� PREPARED BY
WHICH MAY EXIST.A REASONABLE AND DILIGENT ATTEMPT HAS BEEN MADE DEPICTED.THE CONTRACTOR,PRIOR TO COMMENCEMENT OF CONSTRUCTION, J
TO OBSERVE ANY APPARENT,VISIBLE USES OF THE LAND;HOWEVER,THIS SHALL VERIFY THE LOCATION OF ALL UTILITIES AND CONTACT DIG SAFE DOES NOT CONSTITUTE A GUARANTEE THAT NO SUCH EASEMENTS EXIST. AT 1-888-344-7233. mails SULLIVAN ENGINEERING GROUP, LLC
P.O.BOX 2004
5.THE ELEVATIONS DEPICTED HEREON WERE BASED UPON DATUM ON TOWN SEWER PLANS. REVISIONS WOBURN,MA 01888
6. THE LOCUS PROPERTY IS NOT LOCATED WITHIN A FLOOD ZONE AS DEPICTED ON THE (781)854-8644
LATEST FLOOD INSURANCE RATE MAP. 1 819121 PER PLANNING CONSULTANT JOS JDS
SHEET No. 1 OF 1
NO. DATE DESCRIPTION BY CHK'D