HomeMy WebLinkAbout2022-12-20 Proposed Site Plan WSP )f?ea
41THIN
OORDINATE WITH ADJACENT
RD OVMER TG REEI01 LEGEND:
PIN(FND.) N/F KisRNc mcR
GILBRIDE GReAT
ED f350`�01510RBE0 AREA A .n
92 SONNY LN 25'NOZ VJm CONSERVATION I �� EXISTING CONTOUR ONO ROAD o MAP 62 LOT 46 HE- M#X AND ALLOW AREA
l � PROPOSED CONTOUR
/ R011 EN OWED OR IN NINN O, ��r �
' 170ST 5'PIPE IX{ST 12'PIPE PROP.STAKED 9'WATTLE �" — EDGE OF PAVEMENT m
7 iy 11 9A LAGSIOR BARRIER 4
SILT FENCE IS S EXISTING SEWER LAKE y COCHICKEIWCK T
dj r REM04E f403 5F OF EKIST COCH[CKEWICK A j DRIVE
} 1A T0' Vl I>8.00' \` ASpi PATIO(f2B6 SF'WAN 50'HILO A EXISTING HYDRANT
sy 1A B,CP_.Y.0. N8370'20` �'` PROP,t1,071 S.P.PAVER PATIO w EXISTING WATER
p I '� �. 9`' +•� 7A \ ( 241 4N71SIN 50'HBi) e q
f _ LIMIT OF
2A 5A.,tk // i/ I I WORM/DISTURBANCE (15X.T) PROPOSED SPOT GRADE SITE
SA //%;ryi/f I '�'\\. PROP.CHAINUNK Y-YY� . EDGE OF WOODS LOCUS PLAN SCALE: 1"=800'
\DO 7T0N D N4 \ \ ry r r/.� ~_y~_ J- `~ "'�� s I( / / \I j AOP Ow.))PAVER �• "' PROPOSED CHAINLINK FENCE
f ,--_ _—-- s� rl / I I ( POOL PATIO --D �EXISTING DRAIN
{ I t EiE4tm145.5 — — —
EXISTING EASEMENT APPLICANT:
� s>_oN[ �,A I I � APPRON.6' PATRICK J. GAFFNY
/ m j '`' ~� 3K ]J T RERIIXIOYO BE PROPOSED STRAIT!WATTLE 104 BONNY LANE
\/ Lox EASE.BRICK e'uT) I NORTH ANDOVER, MA 01845
PATIO 41 r ROP.2'HIGH y TREE TO BE REMOVED
�j �!!/1/, 1 1! ❑ BRICK
/ ( f HOTLANDSCAPEWALL-WAIL
\��°• PAlna arks pRq, J I r t HOT WALL-ts47 -ob -. —s —. ---POTENTIAL CONSTRUCTION ENTRANCE PATRICK J. GAFFNY& HOLLY BINGES
?Gpq � F ( 1 tl 1 1 t TOP WALL-t149 ro � 104 BONNY LANE
k ')')A rl .1 It 11 ]1 ]I f �L y ■�'a'-----•-- UNIT OF WORKMSTUROANCE NORTH ANDOVER. MA 01845
' ,c--�.---K-K--IE-. DEED REFERENCE:
EwsT. "+\ ,SST t 1 t °u ssE¢ �• r > PROPOSED SILT FENCE
ELAcsTGrtE r� , \ ,I/ I ��I�6A0• � r� DEED ROOK 16349, pAGi= 64
{ eA" k 1 t Mr,wm)
SAkG� L PAno' a r _ \\� u 1 '1 ] #1 ] R �y A A ASSESSOR REFERENCE:
\\ 1J �Tp4 LING r ► r� \ \ I ] 1 ] ] ] 4 W o TOWN MAP NO. 62, TOWN LOT NO. 47
\ PIN(FND.) /T /�• \ p+'cTl I
\ T f ♦.4°•°� \ fit } 1 ] 1 X€'WOODEN STAKE PLACED 8'D.C.
/ ~fit►� • ALL01{DR ' ]1 WATTLE
6'PVCr /
MAv°eal 1 . \ 1 BLDWN/PLAOED NLTIIi MEmA NFL
PROP.STAKED 9'1 1
lPVC 00 1 I STRAW wATRT ` \
WORK AREA AREA TO BE PROTECTED k• DEPICTEDTOPOGRAPHY B SURVEY CO DUCTEY I ANDOVER CONSULTANS A RESULT OF A TS, INC.
\ A ON JULY 7, 2021.
12'N€N.
� ` �_-,y \\\` I 1 \ \ 1 \�•°� \ �' 2. WETLAND BOUNDARY WAS FLAGGED BY NORSE
AAAAI. ENVIRONMENTAL SERVICES, INC. IN MAY 2021 AND
LOCATED BY' �Av. �.n��„ram T k t \ \ 1 ( \ \ \ 4 ifi SECTION
' SB/DH(FND.) "B�11 �1 �� \\ APPROX I70ST.` \\ \ \ \\ \\ \ 4 ] ANDOVER CONSULTANTS,TINCg�Y CONDUCTED BY
\ �;� �=sEWICR,\ \\\ \\ ]\\\\\ \\ \,� 111 I �.';.a,.f, 'WATTLE
AIA
yIq.ty _1 3. SUBJECT PARCEL IS IN THE RESIDENTIAL RI ZONING
I,tt4, + \\\ \\\✓/ram \\ \\y \I \\ \\ \\ \\ ]l .:'.) AREA To BE PKOrCcr1=D �WITHIIN THE
NWATERSHED PROTECTION DISTRICT,
OTE74TIAL \ y` \ \ \` LOT 1 a
Y �.•`'� '�%' } ^\ \ CGNSrnucnDN 1 \ \ �1 4. SUBJECT PARCEL WAS CREATED PRIOR TO OCT09£R
GEfXlifR REINfORLEilEitT 'i I \ \ '•:
nItES}1 b i (PER WALL DESIGNER} \ \ ACGEss \ 46,2f79 S.F. 1lo WATER FLOW
GRADE clA� \ \ 1 LsbT \ \� \ tIA y '+q 1'-y 24, 1994 (SEPT. 25, 198D).
rr \ 1 \ \ \ 4 a n 0 o
MIN,!2'WELL CRAtlEp . nq t r=) WOODEN STAKE PLACED 6'O.C.
MI%1WASHED CRUSHED[JSTONEO3J� 1 ' T ` \ £ rn v cT z - r{- 6. THE LOCATION OF EXISTING PIPES, CONDUITS, AND
+` rror \ z N WORK AREA
• ,�f¢,= � 1 aq -a�� .f.�, OTHER UNDERGROUND STRUCTURES OR UTILITIES
'_ r�1 0, k.•.•; SHOWN ARE BASED UPON EXISTING RECORD
INFORMATION AND ARE NOT WARRANTED TO BE
325'TO LAKE GENERAL " ;, PLAN CORRECT, OR THAT ALL UNDERGROUND FEATURES ARE
RON-DISCHARGE 1°o SHOWN, THE SITE CONTRACTOR SHALL BE RESPONSIBLE
RETAINING Fi'ANG THE SITE AND CONTACTING
MODULAR BLODETAIL 'P� t _ — '` H�Ay�ROp' ?S"owGf WAF STRAW WATTLE DETAIL DIGR SAFE, INPRKMAR COMPLIANCE WsTH THE REQU RED
NOTE: NOTE TO SCALE; SHOWN FOR GENERAL �JW NOT TO SCALE TIMELINES, AND FOR VERIFYING ALL EXISTING
INFORMATIONAL PURPOSES ONLY. FINAL WALL
NIF \ UNDERGROUND UTILITIES, STRUCTURES, PIPES, ETC.
DESIGN PER WALL MANUFACTURER. Lr ; DONOVAN WITHIN THE AREA OF THE WORK PRIOR COMMENCING
STAPLE12 0 BONNY LN C ANY CONSTRUCTION EXCAVATIONS.
MAP 62 LOT 48 0
ON I•IJTTR (d It q�,M 6. STREET BRAINS IS SHOWN PER RECORD PLANS TITLED
`DEFINITIVE PLAN OF HARDT COURT ESTATES DATED
�Z JANUARY 10, 1979
STAPLE 12' f REMOVE COVER AT r
ON CLE 1 ( ^� ACCfss OPFTVINCS a�rn 7, ENTIRE SIGHT IS WITHIN 325' NON-DISCHARGE ZONE
SB H FND. ® 2-'OA INSPECTION COVER NON-WOVEN GEOTEXRLE 7em TO WETLAND
gg OVERLAP GRAEDE(SEE PWt) TOP
k SIDES 1� 8. WHEN POOL WATER LEVEL IS DRAWN DOWN IT SHALL
RE DISCHARGED TO DRYWEI_I.. TO PROMOTE RECHARGE.
-------------------- -_------ �_ _
..__________ __ _____-- BIODEGRADABLE JUTE
MESH NETTING . ..�:• :.,..'.• !..:. :':. 4 T INLET IAVnVM€E5
------- --W W-_-W� SEE 1PW!
Yv_Y--Yu-- I O 0 I 3 f✓EHSE PC0.PAl14 DEC.
27,202i
__-___,__ .._ OVERLAP OUTLET
IMAIE ' O O 0 0 rr 1 R✓EWMSE 0 PEM R✓EIEW OWIMIS NOV.%2922
-------- ----- - MIN.) o p O O pp Revision No. Revision Description Date
_------------
____ ___ BOTROM ELEVATION SHEI'-1 .
---------- ------- --- -- PROPOSED SITE PLAN
Ill-
STAPLE 72" DRAINAGE HOLES 4'TO 2 1/2'G{A TAPER° ° R 104 BONNY LANE
DOUBLE WASHED 1"-It'0_--_--_---------- CRUSH�O STONE NORTH ANDOVER MASS,
1/2'___________ f
------- 36'MIN.W004 OR STEEL POST SW
�7 T P�l-'r+ TYPE NO.8 AGGREGATE IN OPENINGS
PRECAST CONCRETE PAVERS
DRIVEN MIN.16'INTO GROUND SH•EA CAST CONCRETE
TYPICAL STAPLES ---- 6'D.C. PREPARED FOR; PATRICK J. GAFFNY
NO.ii GAUGE WIRE 1000 GALLON JUMBO DRYWELL PLASTIC EDGE RESTRAINT PATE: MARCH 21, 2022
6'LOAM&SEED nLTEN P��C NOT TO SCALE
NOTES: STAPLED TO POSTS SCALE:COURSE 2 IN. THICK SCALE: 1"=20'
GEOMATT(85 (TYP. NO. S AGGREGATE) -+ SUL
1. DEGIN AT THE TOP OF BLANKET INSTALLATION AREA BY ANCHORING BLANKET IN A 6' OR EQUAL 4 iN.THICK NO.57 STONE w cxcrt�"s
DEEP TRENCH BACKFILL AND COMPACT TRENCH AFTER STAPLING. EROSION CONTROL FABRIC �\ p DI
A,
2. ROLL THE BLANKET DOAN THE SLOPE 1N THE DIRECTION OF THE WATER FLOW. <'v OPEN GRADED SASE �i•
3. THE EDGES DF BLANKETS Musr BE STAPLED WITH APPRDK 4 INCH OVERLAP WHERE 2 OR FLOW 1' ( /�\ GAIVANIZED DCI IL€
—yam I \\' SPIKE(TO-) ar-idover g CIVIL y1
MORE STRIP WIDTHS ARE REQUIRED. WAIN.6 IN.TRICK N0. Na.49316
4. MEN BLANKETS MUST DL SPLICED DOWN THE SLOPE,PLACL UPPER BLANKET ENO OVER 3'�--,4� z STONE sUBDASE consultants {CC
LOWER NO WM 6 INCH (MIN.)OVERLAP AND STAPLE BOTH TOGETHER �` \ \ \ , inc.
MIN,6'DEEP TRENCH DRAINAGE GEOIEXnI..E /• �/ \
5, METHOD OF INSTALLATION SHALL BE AS PER MANUFACTURER'S RECOMMENDATIONS. 'm ON SIOE6 OF SItaBASE ��\•� •i� \\�•YT` / / �" rrr,.•
CONTRACTOR TO USE BLANKET AS NECESSARY, OR AS INSTRUCTED BY CONSERVATION ANCHOR ENO OF FABRIC 1 East River Place
COMMISSION, r0 STABILIZE SLOPES. FNOM WIM INS RrTA°vEu Methuen, Mass. 01644
FRONT'AEw NO VIEW Telephone:EROSION CONTROL BLANKET SLOPE' INSTALLATIONP Reg, Prof, Engineer-
NOT TO SCALE FABRIC SILTATION FENCE DETAIL PERMEABLE' PAVER
NOT To SCALE CROSS STs'CTION DETAIL 0 20 40 fi0 80 Ft,
P:\21\21-51\DWG\21-51 BONNY_SITE.DWG NOT TO SCALE 0 5 10 20 Motor