HomeMy WebLinkAbout2022-12-06_104 Bonny Lane_proposed site plan - Plans - 104 BONNY LANE 12/6/2022 i
COORDINATE WITH ADJACENT
LAND OWNER TO REMOVE LEGEND:
PIN(FND.) N/F EXISTING FENCE CR ��
Eq t a
GILBRIDE B0 NY LN SEED ±350 SF DISTURBED AREA -- 4 - = EXISTING CONTOUR POND o
92
MAP 62 LOT 46 WITHIN 25' NDZ WITH CONSERVATION ROAD �o
SEED MIX AND ALLOW TO (�o PROPOSED CONTOUR
/ RE-NATURALIZE. THIS AREA SHOULD
EXIST 5" PIPE NOT BE MOWED OR MAINTAINED. EDGE OF PAVEMENT
A J'
- VI �/ SEXIST 12" PIPE _
�S EXISTING SEWER COCHICKEWICK
O r O
`S ° 00• PROP. STAKED 9" WATTLE s z
R`SR EROSION BARRIER & LAKE m z DRIVE
178.00' 8A ASP1 SILT FENCE � EXISTING HYDRANT
• ®t-
® COCHICKEWICK
I 5695�i 1A RCP" 30 N83io'29"yy LIMIT OF Q�P�
®, INV.=136.40' WORK DISTURBANCE
®, w EXISTING WATER P
7A � _ I / OG
�o10 I 2A 4A ;; b (TYP) (16X 7) PROPOSED SPOT GRADE SITE
n 5A
�n� � sA PROP. CHAINLINK �' EDGE OF WOODS
N I '
I gANCE FENCE (TYP.) LOCUS PLAN SCALE: 1 "=800
p`S�UR ° PROPOSED CHAINLINK FENCE
1 100' NON,
0 \ N - �m -" cS PROP. PAVER
WE1�PN �' � / POOL PAnO EDP EXISTING DRAIN
\ p......, ELEV=145.5
- - EXISTING EASEMENT APPLICANT:
N _ FLAG STONE wq` `� _ ST CkpTlq�
PATRICK J. GAFFNY
Z I I �' �F '� ,° ° r eT PROPOSED STRAW WATTLE 104 BONNY LANE
Z z I � EXIST. / LANDSCAPE WALL NORTH ANDOVER, MA 01845
-a PROP. 2 HIGH
£ BOT WALL=t147 y - _ TREE TO BE REMOVED
�w �� BRICK ' - � �' -.� n
1j o EXIST. PATIO
� � TOP WALL=t149 � �� OWNER:
N w PATo EckT PROP i z ' I e® ' ono o — POTENTIAL CONSTRUCTION ENTRANCE PATRICK J. GAFFNY & HOLLY DINGES
20oRp�NO '' =z 104 BONNY LANE
Popp .. z LIMIT OF WORK/DISTURBANCE NORTH ANDOVER, MA 01845
\ \ °- Y - '' BENCHMARK ° N fn -4_ PROPOSED SILT FENCE
U I EXIST. BM SPIKE o. a r DEED REFERENCE:
EXl FLAGSTONE l (,44 NA�886.06' ',�,. o��, DEED BOOK 16399, PAGE 64
PATIO cn 4S ♦ ( ) '�y C�
�F<<l ..' I <� ) _ TRANSFER PRIOR R To' ��0 ASSESSOR REFERENCE:
NG o TOWN MAP NO. 62, TOWN LOT NO. 47
4' T ® o
\ PIN(FND.) I 4 � e _ ter# I -
\ I �l- - - �l 1" X 1" WOODEN STAKE PLACED 8' O.C.
HYDRANT SPINDLE \ \ ® _Pq''A* PROP 1,000 I =
ELEV.=137.95' \ 6" PVC= '11�0go GALLON_ DRYWELL BLOWN/PLACED FILTER MEDIA WATTLE
(NAVD88) NOTES:
�• \ \ I - PROP. STAKED 9"-. a)a I
? PVC CO STRAW WATTLE T' I WORK AREA AREA TO BE PROTECTED 1. TOPOGRAPHY DEPICTED IS A RESULT OF A FIELD
`-` _ �'m SURVEY CONDUCTED BY ANDOVER CONSULTANTS, INC.
\MCA
� �T r
12"
—� � � I z MIN. qw, w,
ON JULY 7 2021.P � - `� v
\ � I 0 T
i m➢ 2. WETLAND BOUNDARY WAS FLAGGED BY NORSE
SECTION ENVIRONMENTAL SERVICES, INC. IN MAY 2021 AND
. � _ _ _ I LOCATED BY INSTRUMENT SURVEY CONDUCTED BY
- APPROX. EXIST ::,..
ANDOVER CONSULTANTS, INC.
SEWER - � i :.�,.�"`�•��� 9„ WATTLE
- - I '' {. ,, r '••;.. 3. SUBJECT PARCEL IS IN THE RESIDENTIAL R1 ZONING
1 PROP. STAKED 9" DISTRICT AND ENTIRELY
:•```'>; STRAW WATTLE AREA TO BE PROTECTED
1s ::`.; o _ T N -. , WITHIN THE WATERSHED PROTECTION DISTRICT.
X T POTENTIAL L� I CONSTRUCTION to :;•:;r';;.;`•' GEOGRID REINFORCEMENT
FINISH , :;:::•'.I (PER WALL DESIGNER) AccEss 46,209 S.F. I '' 4. SUBJECT PARCEL WAS CREATED PRIOR TO OCTOBER
GRADE °;3.' I �� o� ➢ WATER FLOW ;t 24, 1994 (SEPT. 25, 1980).
` y I m C� WOODEN STAKE PLACED 8' O.C.
\�/`C/\�/��/�� `�/�� . • < .,:N";:,•.,; MIN. 12" WELL GRADED -�
�^v n z 5. THE LOCATION OF EXISTING PIPES, CONDUITS, AND
�i\�/\�"\�i\�/ ..t. WASHED CRUSHED STONE - 4 ' E �Z N WORK AREA
4q -n OTHER UNDERGROUND STRUCTURES OR UTILITIES
m 0 o r SHOWN ARE BASED UPON EXISTING RECORD
z(V
INFORMATION AND ARE NOT WARRANTED TO BE
is
325' To LAKE GENERAL 00 o PLAN CORRECT, OR THAT ALL UNDERGROUND FEATURES ARE
ss?R� & NON-DISCHARGE --_ 25 SHOWN. THE SITE CONTRACTOR SHALL BE RESPONSIBLE
MODULAR BLOCK _> y 341 RlpHi. FOR PREMARKING THE SITE AND CONTACTING
°�6, 6F — — — / �1, oo' of Wqy STRAW WATTLE DETAIL DIG-SAFE, IN COMPLIANCE WITH THE REQUIRED
RETAINING WALL DETAIL \ 3"W NOT TO SCALE TIMELINES, AND FOR VERIFYING ALL EXISTING
NOTE: NOTE TO SCALE; SHOWN FOR GENERAL Q
� N/F UNDERGROUND UTILITIES, STRUCTURES, PIPES, ETC.
INFORMATIONAL PURPOSES ONLY. FINAL WALL
DESIGN PER WALL MANUFACTURER. ,�� H \� DONOVAN = WITHIN THE AREA OF THE WORK PRIOR COMMENCING
STAPLE 12' 0 BONNY LN C ANY CONSTRUCTION EXCAVATIONS.
ON CENTER MAP 62 LOT 48
v 6. STREET DRAINS IS SHOWN PER RECORD PLANS TITLED
"DEFINITIVE PLAN OF HARDT COURT ESTATES DATED
°o+3Fo• 0 ) JANUARY 10. 1979
STAPLE 12" io REMOVE COVER AT r
ON CENTE "� ACCESS OPENINGS o 0 rn 7. ENTIRE SIGHT IS WITHIN 325' NON-DISCHARGE ZONE
SB/DH(FND.) A z n TO WETLAND.
D �C1
2-" DIA INSPECTION COVER NON-WOVEN GEOTEXTILE O 07
4" OVERLAP FRAME & COVER TO TOP & SIDES 00 m
GRADE (SEE PLAN) 8. WHEN POOL WATER LEVEL IS DRAWN DOWN IT SHALL
(MIN.) BE DISCHARGED TO DRYWELL TO PROMOTE RECHARGE.
6" 0 1" TAHE :
BIODEGRADABLE JUTE
MESH NETTING ^' a., 4 TO INLET INV=VARIES
t
SEE PLAN
-� O O O O �
APPROXIMATE 0 0 O 0 2 RESPONSE TO PEER REVIEW COMMENTS DEC. 6, 2022
OUTLET z'-1o. 0 O 0 0 0 O 0 O 6" OVERLAP 1 RESPONSE TO PEER REVIEW COMMENTS NOV. 8, 2022
(MIN.) z'-z.
o 0 O O Revision No. Revision Description Date
\ •r •. BOTTOM ELEVATION w - -�
3' PROPOSED SITE PLAN
VON
TAPLE 12" DRAINAGE HOLES 4" TO 2 1/2" DIA TAPER
CENTER DOUBLE WASHED 104 BONNY LANE
1"-1�"�
" CRUSHED STONE
1 1/2' �1 1/2" In In NORTH ANDOVER, MASS.
� TYPE NO. 8 AGGREGATE IN OPENINGS
DRIVEN NMIN. 116". WOOD OINTO GROUND T SHEA PRECAST CONCRETE
TYPICAL STAPLES 6' O.C. PRECAST CONCRETE PAVERS PREPARED FOR: PATRICK J. GAFFNY
NO. 11 GAUGE WIRE 1000 GALLON JUMBO DRYWELL PLASTIC EDGE RESTRAINT DATE: MARCH 21 , 2022
FILTER FABRIC 1 11
„ ,
6" LOAM & SEED STAPLED TO POSTS NOT TO SCALE BEDDING COURSE 2 IN. THICK SCALE: 1 =20
NOTES: I �I®I- ,
MEOMATT #65 z z (TYP. NO. 8 AGGREGATE) SOIL -
1. BEGIN AT THE TOP OF BLANKET INSTALLATION AREA BY ANCHORING BLANKET IN A 6" OR EQUAL a
DEEP TRENCH BACKFILL AND COMPACT TRENCH AFTER STAPLING. EROSION CONTROL FABRIC 4 IN. THICK NO. 57 STONE A T
2. ROLL THE BLANKET DOWN THE SLOPE IN THE DIRECTION OF THE WATER FLOW. oo N OPEN GRADED BASE `
�� 1 = ;
3. THE EDGES OF BLANKETS MUST BE STAPLED WITH APPROX. 4 INCH OVERLAP WHERE 2 OR FL� GALVANIZED
� 1 =SPIKE (10 ) andoverMORE
4. WHEN STRBLAINKETSSTMU TRBE SPLIC
ED DOWN THE SLOPE, PLACE UPPER BLANKET END OVER 2I STONE SUBBASE SE CK O con su I tan is
• u`
LOWER END WITH 6 INCH (MIN.) OVERLAP AND STAPLE BOTH TOGETHER MIN. 6" DEEP TRENCH DRAINAGE GEOTEXTILE n C,
5. METHOD OF INSTALLATION SHALL BE AS PER MANUFACTURER'S RECOMMENDATIONS. z ON SIDES OF SUBBASE--------------
UBBASE
6. CONTRACTOR TO USE BLANKET AS NECESSARY, OR AS INSTRUCTED BY CONSERVATION ANCHOR END OF FABRIC £ . :
COMMISSION, TO STABILIZE SLOPES. V WITH MATERIAL REMOVED C 1 East River Place
FROM TRENCH Methuen, Mass. 01844
EROSION CONTROL BLANKET SLOPE INSTALLATION FRONT VIEW END VIEW Telephone: 978-687-3828
PERMEABLE PAVER p Reg. Prof. Engineer
NOT TO SCALE FABRIC SILTATION FENCE DETAIL
0 20 40 60 80
NOT TO SCALE CROSS SECTION DETAILEq
P:\21\21-51\DWG\21-51 BONNY-SITE.DWG NOT TO SCALE 0 5 10 20 Meter
P:\21 \21 -51\dwg\21 -51 Bonny_site.dwg, 2/21/2023 11 :16:57 AM, AutOCAD PDF (General Documentation).pc3