HomeMy WebLinkAbout- Plans - 325 JOHNSON STREET 10/30/2021 LEGEND: ZONING. EX. GROSS FLOOR AREA: IMPERVIOUS AREA INCREASE/MI TIGA TION. DEED RESTRICTIONS:
ZONING DISTRICT- R3 *
248 ---- --- 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
92)(00 SPOT GRADE ASSESSOR FIELD CARD ROOF AREA TO BE RECHARGED: 720 S.F. FREE PRODUCT.
WATERSHED INFORMA TION: NON-ORGANIC PESTICIDES AND HERBICIDES USE IS PROHIBITED.
DECIDUOUS TREE (> 6" DIA.) THE ENTIRE LOT IS LOCATED WITHIN THE USE OF COAL TAR-BASED PAVEMENT SEALANTS IS PROHIBITED.
THE NON—DISCHARGE ZONE. UNDER SECTION 195.4.19(C)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
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 CT�,_, WETLAND FLAG PROP. ACCESSORY GARAGE FOOTPRINT: 720 SF < 1,017 SF (OK...MEETS CRITERIA FOR SPECIAL PERMIT)
7��t �9cN�IC
WETLAND RESOURCE AREA
TEMPORARY BENCHMARK CHART•
PRD PROP. ROOF DRAIN (4" HDPE S=17)
TREE TO BE REMOVED TBM # DESCRIPTION ELEV. TAX 98A
Al LOT
RIM 251.76' * #48 KIERNANTROAD N34°103
54"W
(100) PROPOSED CONTOUR N/F PAUL DOUCETTE 1 p9.1 S - 30.2 4' /1
* TAKEN FROM SEWER AS—BUILT PLAN ON FILE W/ DPW -1
33.95 0
j 26.00 Z
D � z
30„ of 1 112" Washed CAST IRON FRAME AND COVER. frc'3'�
n
1"jTPER COVER TO BE 24" ROUND (SOLID) M nl o0 CA
Crushed Stone to be FILTER FABRIC Iv o - -0placed on each side ` - -- -- -- - —__ o Jo o O
CA
<;> - - o - - - - - - - - -- —aa 4 Td]P Z__ — /—w—.- - - - .- - -<,> .,� J w D rri
1 4 DIA INLET
C> O 0 O O ELEV=256.3' _ M
} C:>I TAX 98A LOT 47 � ZI —
C' 0 0 <> ..
0 C #37 KIERNAN ROAD Cu —
< 0 a 0 0 O 0 I N/F JAMES KESHIAN
c1 0 01
e o o °SHEA ` `
ELEV=254.3' CuTO
6;
3 6" OF COMPACTED 1 1/2" CRUSHED STONE IELEV=253.8' ,�h, =Q �N^ �� ��jb f
" DRAINAGE HOLES 4" TO 2 1/2" DIA TAPER / o` ^^ '
WEIGHT SECTION VIEW 2' MIN.
ITEM NO. DW-JDW STANDARD 5,650# 1
DRYWELL DIMENSIONS (NOT INCLUDING SURROUNDING STONE) \
5'-8" WIDE X 10'-6" LONG SEASONAL HIGH GROUNDWATER ELEVATION <= 251.8' \
DRAINAGE NOTES: \
1) 1 112" WASHED CRUSHED STONE TO BE PLACED ON / \
ALL SIDES OF THE DRYWELL.
2) FILTER FABRIC TO WRAP THE TOP AND SIDEWALL AREAS OF THE Ct
SOILS I NFORMA TION: FACILITY (DRYWELL AND CRUSHED STONE AREA). g� rLGj
3) MINIMUM 2 FOOT VERTICAL SEPARATION BETWEEN BOTTOM Dc
TEST PIT WAS PERFORMED BY OF DRYWELL AND GROUNDWATER TABLE (IF ENCOUNTERED) bc
JOHN D. SULLIVAN Ill, P.E.,C.S.E. 4) THE HORIZON A, & HORIZON 8 LAYER SHALL BE / \0-
EXCAVATED AND REMOVED FROM THE ENTIRE DRAINAGE FACILITY
ON 111212021 AREA LIMITS AND REPLACED WITH CLEAN SEPTIC SAND. \�/LF
TEST PIT.- TH-1 5) ACCESS MANHOLE SHALL BE PLACED WITHIN 12" OF FINISH GRADE.
ELEV.=258.0 f J \gyp
0"-7" HOR. A FSL 10 YR 3/3 1000 GALLON 0�
7"-22" HOR Bw FSL 10 YR 6/8 DRY WELL
22"-98" C—LAYER SL 2.5 Y 5/4 cw
MOTTLES 0 NONE JUMBO (H-10) j ��o\ 41 \\
WATER WEEPING Ca? 74" (ELEV=251.8) N.T.S.
N Go \
DRAINAGE EASEMENT o � \
\ U4w \
MULCH SOXX (12" DIA.) \\ 1
❑ LOT AREA \ 1
FLOW
85,480 S.F.f \ 1
\ 1
� Pond I
,I \ I
1- 1" x 1" x 48" OAK STAKES PER 3' �� 1 I
OR EQUIVALENT SIZE SAPLINGS P Ex. 24" RCP 4A Edge of Water I
l� Drain Pipe
Bank 1A I I
I I 1
2A
1 \ 1
2B 3A
FLOW m... I S35oo$ 5311 „E
SILT FENCE 2p0.28 1
1" x 1" OAK STAKES I I I
❑ 38 �� I EX. STONE PATIO
PLAN 2 - 1" x 1" x 48" OAK STAKES PER BALE (MIN.) —( Ex. / I
/OR EQUIVALENT SIZE SAPLINGS / , 6 x4 l Deck —fU50ERWd
ZONE I
SILT FENCE (EMBEDDED IN GROUND) ° - I
MULCH SOXX (12" DIA.)
PROP. 12" DIA. STAKED /
" °�� ° 30' / MULCH SOXX (TYP) I
3 GROUND "� b
4B �'' a�
0 6
FLOW
i in—n I 26006
0
J
��
1'-0 MIN.
f ,
Z Q ».�Hr ZONE
EROSION CONTROL DETAIL: o � a j i i _ /
/ VW BUFFER ZONE
O W / I .: �� P V u � � 100' NON—Di
N.T.S. �Iz 0000,
56 � / / �p�l / / PROP. 5'x8' CONC.
L 0 T CREA TION / t� I / PAD FOR HEAT PUMP /���
J
€ 14 Gco,zO PAD FOR GENERATOR A/�
THIS LOT WAS CREATED PRIOR TO OCT. 24, 1994 _ / O O
4 EXISTING CESSPOOL TO BE //NO
3 Q 6B 12' 260 r, ' '�S / ' DECOMMISSIONED. OWNER /
RI VERERONT ANAL PSIS NO SOIL STOCKPILING ONSITE. O, / / TO OBTAIN PERMIT FROM /
EXCESS EXCAVATED SOIL TO O O Q 125E *
Q 259,19
10" BOH TO PUMP TANK,
BE TRUCKED OFF—SITE. �'� S 12 Prop. gravel 'f'pJ I I CRUSH AND FILL VOID /
^ / '' �,rivew ? / 28 I WITH CLEAN SAND. /
LAND AREA W/IN 200 FT RIVERFRONT: 78,445 S.F. o � , ,,.� �'pv / o A /
/ p 4� �" C3 of ° I PG PROP. BOULDER RET. WALL /
LAND AREA W/IN 0-100 INNER RIPARIAN: 40,157 S.F. �.yurm %\ 6 <� " ° L=20' H=18"-24' /
LAND AREA W/IN 100-200 OUTER RIPARIAN: 38,288 S.F. 6" 0 ��°kQ� /
I PROP. 6 SDR 35 PVC
78 / / 25 � � � O SEWER SERVICE
TOTAL ALLOWED ALTERATION (10% OF RIVERFRONT) PROP. 12" DIA. STAKED 18„ / \\ / o Q�co �'h o" ` I/ L=145' S=2% MIN.
MULCH SOXX BACKED / / o, `/ ��` ^� ) /
78,445 S.F. X 10% = 7,845 S.F. W STAKED SILT FENCE ° V I
o T —1 'm':r j9
. O ` / PS I
TOTAL ALTERATION (INCLUDING NEW WORK): 7,590 S.F. gv I / / 1s" l /
$B0Q / � 6"
12 1 PROP. 1,000 GALLON CONC. v
SHEA CONC. DRYWELL W/ I 4256x��:11., 18"
30" OF CRUSHED STONE
SURROUNDING. I 14 16' I 201 /OZ
SPECIAL NOTE ON TREE REMOVAL: 16 / 20" 6„ "
1 CONTRACTOR SHALL TIE COLORED RIBBON AROUND EACH TREE PROPOSED ( 9B 10" s /
TAX 97 LOT 91 /
FOR REMOVAL PRIOR TO ANY WORK ONSITE AND PRIOR TO THE DH Fnd $' I g" 12 16" N/F ELSIE SALISBURY /p
PRE-CONSTRUCTION MEETING WITH TOWN STAFF ONSITE. THIS IS TO BE /$„ 76.9'
DONE TO AVOID THE WRONG OR ADDITIONAL TREES BEING MISTAKENLY
REMOVED.
O X 20 � I
1^ ^ 14 n `� Q�
TAX 98A LOT 113 O I /
CO M' < c� PROP. GAS SERVICE
#365 JOHNSON STREET q� PROP. 12" DIA. STAKED Qom?
N/F CHARLES JOHNSON o If MU1CH SOXX (TYP) / (PG) TO HOUSE.
W
I 20" \ za / �``., .. MINI-EXCAVATOR & SKID STEER
6" o z TO BE USED IN EXCAVATION AND
35.70' _ 6„ o ""° � FILLING OF UTILITY TRENCHES I
DH Fna 6" 155.28s,.
25123 10" s„ S23°42'47"E
g" Cob X. 6" PVC SEWER LATERAL
OR #325 JOHNSON STREET
Steel Guardrail r/ � RECORD OWNER:
Edge of Pavement ;:1 a�7
4"G " � Edge of Pavement 25308 ASSESSOR'S MAP 97 LOT 72
— - — - — - — - — - —4"G KEVIN & ALISON SPARKS
S 8" PVC Sewer Main - S=0.009' 325 JOHNSON STREET
—
R=251.76' S S=0.007' NORTH ANDOVER, MA 01845
1=241.68' JOHNSON STREET IR--243?33' 8 PVC fewer—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' "OF
JAN. 12, 2021 BY SULLIVAN ENGINEERING GROUP, LLC. LOCATED IN
2. THE LOCUS PROPERTY DEPICTED /S LOCATED /N ZONING D/STR/CT R3. FEET 20 0 10 20 40 80 � NORTH Al V ll O V ER, MASSA CHUSETTS
CIVIL
J. THE LOCATION OF ALL UNDERGROUND UTILITIES SHOWN ARE APPROXIMATE No 86 (ESSEX COUNTY)
AND ARE BASED UPON A PARTIAL FIELD SURVEY AND COMPILATION OF
PLANS OF RECORD. THE DESIGN ENGINEER DOES NOT WARRANTY NOR /ONAL 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. SCALE: I "= 20' DATE: MAY 20, 2021
PLANS OF RECORD. THE DESIGN ENGINEER DOES NOT WARRANTY 4IAOF
4. THIS PLAN DOES NOT SHOW ANY UNRECORDED OR UNWRITTEN EASEMENTS NOR GUARANTEE THE LOCATION OF ALL UTILITIES DEPICTED OR NOT PREPARED BY
WHICH MAY EXIST. A REASONABLE AND D/L/GENT ATTEMPT HAS BEEN MADE DEPICTED. THE CONTRACTOR, PRIOR TO COMMENCEMENT OF CONSTRUCT/ON,
TO OBSERVE ANY APPARENT, VISIBLE USES OF THE LAND; HOWEVER, THIS SHALL VERIFY THE LOCATION OF ALL UTILITIES AND CONTACT DIG SAFE SULLIVAN ENGINEERING GROUP LLC
DOES NOT CONSTITUTE A GUARANTEE THAT NO SUCH EASEMENTS EXIST. AT 1-888-344-7233. s
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 2 10130121 BROOK CHANGED TO PERENNIAL JDS JDS (781) 854-8644
LATEST FLOOD INSURANCE RATE MAP. 1 819121 PER PLANNING CONSULTANT JDS JDS
SHEET No. 1 OF 1
NO. DATE DESCRIPTION BY CHK'D